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II' TRERD
5.6.4.2 For mechanically attached Base Sheet,the maximum design pressuIe for thle;selected assembly shall meet
or exceed that requited under FRSA/TRI April 2012(04-12),Appendix A,Table 1A.i
Alternatively,the maximum design pressure for the selected assembly shlall 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 tIo resist ithe elevated pressure criteria.
Commonly used methods are ANSI/SPRI WD1, FM Loss Prevention Bata Sheet 1-29 and Roofing
Application Standard RAS 117. Assemblies marked with an astelrisk* carry thei limitations set forth in
Section 2.2.10.1 of FM Loss Prevention Data Sheet 1-29(January 2016)for'Zone 2/3 enhancements..
5.7 Exposure Limitations:
Lastobond Eaves Protection Sheet, Lastobond 195,Lastobond Ecol, 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. j
Lastobond Shield, Lastobond Pro HT-N,RESISTO SA SMOOTH PLY
140,LastobondiShield HT or Lastobond
Pro HT-S shall not be left exposed for longer than 90-days after instlallatioml,i I
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 assemblies,'Ithe maximum roof slope shall
be as follows. These slope limitations can only be exceeded by using battens during loading of the roof
tiles. ( I
TABLE2 TILE SLIPPAGEaIMITATIONS_FOR_
DIRECT:DECICTILEINSTALIJITIONS
fI' l ; Maximum
Underlayment Tile Profile 5tagmg Method i
I'I Slope
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Flat Max.10-tile stack; 6:12
Lugged Max.10-tike stack] 5:12
Max-10-tile stack(bottom 2-tile stack
shall be inverted,followed byj8 tiles high 6:12
on slope,as shown below)
Lastobond TU HT
Lugged
FlatV Max.10-tile stacks 5:12
Colphene FR GR Lugged Max.10-tile stack 6:12
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Exterior Research and Design,LLC. I '4 Evaluation Report S18010.06.09-R11
Certificate of Authorization#9503 6'EDITION(2017)FBC NON-HVHZ EVALUATION I j FL2569-1113
Soprema,Inc. Revision 11:10/06/2017
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6. INSTALLATION: I'
6.1 Soprema Roof Underlayments shall be installed in accordance' with Suprema published installation
requirements subject to the Limitations set forth in Section 5 herein and thel;specifIIcs noted below.
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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 s substratewith Elastocol Stick, Elastocol
600c or RESISTO EXTERIOR PRIMER (if applicable), '
6.3'- Lastobond T.0 HT,Lastobond Shield,Lastobond.Pro.HT-N;:RESISTO SA SMOOTH PLY 40,Lastobond Shield .
HT ,Lastobond Pro HTS Lastobond Eaves Protection Sheet, Lastobond'"195, Lastobond:Eco, Lastobond
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=Smooth Seal NT,RESIST411B1236;Gnp Rite;Eave&Valley Protector,RESIS' O LB1244 or`Colphene FR GR:".
6.3.1 Shall be installed in compliance with the requirements for ASTM D1970 underlayment in FBC Table
1507.1.1 for the type of prepared roof covering to be installed.
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 124 hours.
Apply sheet parallel to the roof edge. Roll out approximately 10 ft of me I ibrane and peel back the first 3
ft of release film. li i 1
Adhere the exposed part to the substrate and unroll the remaininglmembrane 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 albond.
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 backinailing in the overlap area at the top of
the sheet at 12-inch o.c. I
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For Valleys and Ridges: Cut underlayment into 4 to 6 foot lengths I Ir'Peel th& eleasel paper and center sheet
over valley or ridge. Drape and press sheet into place, working from the�centerlof the valley or ridge in
each direction. For valleys,apply the sheet starting at the lowest Point and,work upward.
63.3 Tile Applications(Lastobond TU HT or Colphene FR GR onlyl:
Reference is made to FRSA/TRI April 2012 (04-12) Installation'iManuallland Table 1 herein, using the
instructions noted above as a guideline. I r I
For foam-on tile applications, reference is made to Section 5.6.4 herein fol.wind resistance limitations that
fall outside the scope of FRSA/TRI April 2012(04-12).
Tile shall be loaded and staged in a manner that prevents tile slippage and/or damage to the
J underlayment. See Table 2 herein,and Soprema published requirements for tile staging.
7. BUILDING PERMIT REQUIREMENTS: I'
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As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of
this product.
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Exterior Research and Design,LLC. I Evaluation Report 518010.06.09-1111
Certificate of Authorization 79503 6"EDITION(2017)FBC NON-HVHZ EVALUATION I l•' I FL2569-1113
Soprema,Inc. j 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 CIA requirements.
The following plants have qualified products under their respective physical properties specifications.
Piant _ Specification Producf s
Lastobond Shield,RESISTO SA SMOOTH PLY 40,Lastobond Shield HT, `
Lastobond Pro HT-N,Lastobond Pro HT-S,Lastobond 195,Lastobond
Drummondville, I I r,
ASTM D1970 Eaves Protection Sheet,Lastobond Eco,Lastobond Smooth Seal HT,
QC(Canada) 11 ,
RESISTO LB1236,PrimeSource Grip-Rite Eave, alley Protector,
I RESISTO LB1244
ASTM D1970&FRSA/TRI 04-12 Colphene FR GR
Lastobond 195 Lastobond Eaves Protection Sheet,Lastobond Eco,
Wadsworth,OH u I' I
ASTM D1970 Lastobond Smooth Seal HT,�RESISTO ILB1236,PrimeSource Grip-Rite
Eave&Valley Protector,RESISTO LB12',44 ;
ASTM D1970&FRSA/TRI 04-12 Lastobond TU HT;ColpheneiFR GR
Lastobond 195,Lastobond Eaves Protection Sheet,Lastobond Eco,
Gulfport;MS
ASTM D1970 Lastobond Smooth Seal HT,IRESISTO LI31236,'PrimeSource Grip-Rite
j Eave&Valley Protector,RESISTO 1_61244
9. QUALITY ASSURANCE ENTITY:
UL,LLC—QUA9625;(314)578-3406;k.chancellor@us.ul.com
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-END OF EVALUATION REPORT-
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Enterior Research and Design,I.I.C. ! I ±Evaluation Report 518010.06.09-1111
Certificate of Authorization#9503 6"EDITION(2017)FBC NON-HVHZ EVALUATION ; I FL2569-R13
Soprema,Inc. 1 Revision 11:10/06/2017
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Florida Building Code Online Page 1 of 2
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Product Approval Megu>REoducti or AoplicaGon Search>Application Lis[>Application Detail
£ t FL# FL10674-R13 j
Application Type Revision
Code Version 2017 L'
11
Application Status Approved I
I
Comments
Archived
Product Manufacturer Owens Corning j
Address/Phone/Email One Owens Corning Parkway
Toledo,OH 43659
(740)404-7829
greg.keeler@owenscoming.com I
Authorized Signature Greg Keeler I
greg.keeler@owenscorning.com
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Technical Representative Mel Sancrant
Address/Phone/Email 1 Owens Coming 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
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Subcategory Asphalt Shingles
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Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed
Florida Professional Engineer
Evaluation Report-Hardcopy Received j
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Florida Engineer or Architect Name who developed Robert J.M. Nieminen
the Evaluation Report I
I Florida License PE-59166
Quality Assurance Entity UL LLC
1 Quality Assurance Contract Expiration Date 05/16/2020
Validated By John W. Knezevich,PE
I
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;. Validation Checklist- eceived;Hardcopy Ri
Certificate of Independence FL10674 R13 COI 2017 Al COI iNieminentPdf
Referenced Standard and Year(of Standard) Standard Year
ASTM D3161 2016
ASTM D3462 2010
ASTM D7158 1 2011
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Equivalence of Product Standards
Certified By
Sections from the Code
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http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=vGEVXQi tDgtBNbEY5V%2... 1/15/2018
Florida Building Code Online _ Page 2 of 2
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Product Approval Method Method 1 Option D I
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Date Submitted 10/10/2017
Date Validated 10/11/2017 I+j
Date Pending FBC Approval 10/15/2017
Date Approved 12/12/2017
Summarllr of Products I
FL# Model,Number or Name Description
10674.1 Owens Corning Asphalt Roofing 3-tab,4-tab,5-tab,lamirii3ted,starter and hip&ridge
Shingles and Starters shingles 11 '!j
Limits of Use Installation Instructions'
Approved for use in HVHZ:No FL10674 R13 II 2017 10 FINA I ER OC ASPHALT
Approved for use outside HVHZ:Yes SHINGLES FL10674-R13!j5df
Impact Resistant:N/A Verified By: Robert].M.IPlieminen PE-59166
Design Pressure: N/A Created by Independent third Party:Yes
Other: Refer to ER,Section 5. Evaluation Reports j
FL10674 R13 AE 2017 '10 FINAL ER OC ASPHALT
SHINGLES FL16674-R13!udf
Created by Independent]-third Party:Yes
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Contact Us::2601 Blair Stone Road.Tallahassee FL 32399 Phone:850-487-1824
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The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Accrssibility Statement::Refund Statement
Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to apublic-records request,do notsend
electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,l please contact 850.487.1395.'Pursuant to
Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,1 F.S,must provide the Department with an email address if
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EXTERIOR RESEARCH&DESIGN, LLC.
| untific^temmomommuunemo^
353 CHRISTIAN STREET,UNIT#13
N 0 `� !k�RJ�� /
| ~� D��N1
OXFORD,CT 06478
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(203)262-9245
EVALUATION REPORT
Owens Corning I Evaluation Report 037940.02.12-118
One Owens Corning Parkway F1.10674-1113
(740)404-7829 Revision 8: 10/0912017
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 ha's been'revie e by Robert Nieminen,
P.E. for'use of the product under the Florida Building Code and Florida Building 0 de, Residential Volume. The
products.described herein have been evaluated for compliance with the 16�h Eclition'�, 2017 Florida Building Code
sections noted herein.
DESCRIPTION: Owens Corning Asphalt Roof Shingles
LABELING: Labeling shall be in accordance with the requirements the Accredited Quality A�surance Agency noted
herein and FBC 1507.2.7.1/R905.2.6.1.
CONTINUED COMPLIANCE: This Evaluation Report is valid until such time as� the nal r�ed 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 notifV Robert Nieminen, P.E. if the
product changes or the referenced Quality Assurance documentation changes. Tri6itylERD requires a complete
review of this Evaluation Report relative to updated Code requirements with ea d1h Codel�ycle.
ADVERTISEMENT: The Evaluation Report number preceded by the words "TrinitVI ERD Mluated" may be displayed in
advertising literature. If any portion of the Evaluation Report is displayed,then it shall be done in its entirety.
._-__- Upon_ request,-copy— this _—entire Evaluation Report shall' --provided
its distributors and shall be available for inspection at the job site at the request!1 I".i
rf the B.' Iding Official.
This Evaluation Report consists of pages 1 through 8.
Prepared by:
Robert J.M.Nieminen,P.E. The facsimile seal appe�ring was authorized by Robert
Florida Registration No.59166,Florida DC4 ANE1983 �iemlnen,P.'9.-on 10/0�/2017. This does not serve as an
CERTIFICATION OF INDEPENDENCE:
1. TrinityJERD does not have, not does it intend to acquire or will it acquire, a financial interest in any!company manufacturing or
distributing products it evaluates.
Trinityl ERD is not owned,operated orcontrolled by any company manufacturing or distributing products it evaluates.
3. Robert Nierninen,P.E.does not have nor will acquire,a financial interest in any company manul`A�turing or distributing products for
which the evaluation reports are being issued.
4. Robert Nierninen,P.E.does not have,nor will acquire,a financial interest in any other e'i�ntitV injp�I'ved in the approval process of the
5. This is a building code evaluation. Neither Trinityl ERD nor Robert Nieminen, P.E. arel in any k�a'y,the Designer of Record for any
_'�rmitting'i6r deiln guidance unless retained
project on which this Evaluation Report,or previous versions thereof,is/was used for p
specifically for that purpose.
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1 ROOFING SYSTEMS EVALUATION:
1. SCOPE:
Product Category: Roofing
Sub-Category: Asphalt Shingles �j 1
Compliance Statement: Owens Corning Asphalt Roof Shingles,as produced by Owns Corning,have demonstrated
compliance with the following sections of the 6th Edition (2017) Florida Bulilding Cade and Florida Building Code,
Residential Volume through testing in accordance with the following Standards Compliance is subject to the
Installation Requirements and Limitations/Conditions of Use set forth herein. �'I
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2. STANDARDS:
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Section Property Standard Year
f 1507.2.5,R905.2.4 Physical Properties ASTM D3462 I 2010
1507.2.7.1,R905.2.6.1 Wind Resistance ASTM D3161 1'' 1 2016
1507.2.7.1,R905.2.6.1 Wind Resistance ASTM D7158 2011
3. REFERENCES:
Enti Examination Reference ;� I Date
UL LLC(CER9626) Physicals&Wind Resistance File R2453,Vol!;3 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
jUL LLC(TST9628) Wind Resistance 11CA34308 02/18/2012
UL LLC(TST9628) Physicals&Wind Resistance 4786093137 I; I 02/01/2014
UL LLC(TST9628) Wind Resistance 4786126532 i j 02/10/2014
UL LLC(TST9628) Physical Properties Classification letter 02/13/2014
UL LLC(TST9628) Physical Properties Classification Ietter 10/02/2015
I Miami-Dade(CER1592) FBC HVHZ Compliance Various NOAs Various
UL LLC (QUA9625) Quality Control Service Confirmation Exp.05/16/2020
4. PRODUCT DESCRIPTION:
4.1 Asphalt Shingles:
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4.1.1 Classic and Supreme®are fiberglass reinforced,3-tab asphalt roof shingles.
4.1.2 Berkshires are fiberglass reinforced,4-tab asphalt roof shingles. 1; I
i 4.1.3 Devonshire'are fiberglass reinforced,5-tab asphalt roof shingles.
4:1.4 Duration$, TruDef(nitions Duration$, Duration Premium Cool, TiuDef(nition® D'urationm Designer Color
Collection, TruDefinition'0akridge�, Oakridge and WeatherGuards'!HP arelfiberglass reinforced, laminated
asphalt roof shingles.
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4.2 Hip&Ridge Shingles:
4.2.1 Berkshires Hip &Ridge Shingles, High Ridge, WeatherGuards HP Hip & Ridge Shingles, ProEdge Hip &Ridge
Shingles and DuraRidgeT"Hip&Ridge Shingles are fiberglass reinforced ,hip and ridge asphalt roof shingles.
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4.3 AccessorV Starter Strips:
4.3.1 Starter Strip Shingle,Starter Strip Plus and Starter Shingle Roll are starter strips for asphalt roof shingles.
1
. S. LIMITATIONS:
5.1 This is a building code evaluation. Neither Trinity(ERD nor Robert N(eminen, 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 5.2 This Evaluation Report is not for use in FBC HVHZ jurisdictions.
5.3 Fire Classification is not part of this Evaluation Report;refer to current Approved Roofing Materials Directory
for fire ratings of this product.
Exterior Research and Design,LLC. Evaluation Report 037940.02.12-R8
Certificate of Authorization#9503 6"EDITION(2017)FBC NON-HVHZ EVALUATION FL10674-R13
Owens Corning Asphalt Roof Shingles Revision 8:10/09/2017
Page 2 of 8
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5_4 Wind Classification:
5.4.1 All Owens Corning asphalt shingles noted herein are Classified in !accordance with FBC Tables 1507.2.7.1
and 8905.2.6.1 to ASTIVI D3161,Class F and/or ASTIVI D7158,Class H, indicating the shingles are acceptable
for use in all wind zones up to Vasil = 150 mph (Volt = 194 mph). Refer to Section 6 for installation
requirements to meet this wind rating.
5.4.2 All Owens Corning hip & ridge shingles, Starter Strip Shingle and Startle r Strip Plus noted herein are
Classified in accordance with FBC Tables 1507.2.7.1 and R905.2.6.1Ito ASTMI D3161, Class F, indicating the
shingles are acceptable for use in all wind zones up to Vasd=150 mpA (Vtdt=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,las defined in FBC 1609.4.3, and a mean
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roof height of 60 feet or less. Calculations by a qualified design professia,nal are required for conditions
j outside these limitations. Contact the shingle manufacturer for data specificito each shingle.
{ 5.4.4 Refer to Owens Corning published information on wind resistance arid installation limitations.
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5.5 All products in the roof assembly shall have quality assurance audit in accordlance with F.A.C.Rule 614320-3.
fix. INSTALLATION:
6_1 Underlayment:
6.1.1 Underlayment shall be acceptable to Owens Corning and shall hold current Florida Statewide Product
Approval,or be Locally Approved per Rule 61G20-3,per FBC 1507.2.3,1507.2!i4 or R905.2.3.
6_2 Asphalt Shingles:
6.2.1 Installation of asphalt shingles shall comply with the Owens Corning current published instructions, using
minimum four (4) nails per shingle in accordance with FBC 15U7.2.7 oil, R90512.6, with the following
exceptions: .
> Berkshires shingles require minimum five(5)nails per shingle. j
1 > WeatherGuard¢HP shingles require minimum six(6)nails per shingle. „!
> DevonshireTM shingles require minimum six(6)nails per shingle
{ > Starter Strip Shingle and Starter Strip Plus require minimum five(5)nails per strip.
Refer to Owens Corning published information on wind resistance and installation limitations.
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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. Ii
j 6.2.4 Where the roof slope exceeds 21 units vertical in 12 units horizolntal, special methods of fastening are
required: See figures below for details. I I
f 6.2.5 Minimum Nailing—Starter Strip Shingle and Starter Strip Plus: II I!
- ' Feltanderlaynient s'c_ Deck Felt underlay,ent Deck Seif-adhered
Self-adhered li t_ undcaaymert
6WeatherL ocke
1U., nnderlayment jl ,,
' f Drip edge
Drip_ Drip edge
edge ';j, edg_
�I
INats located
Nails located 2'.3"from eave
2"-3"from eave
Install first
Self-seating adhesive ) a-;l Sd`,oned adhesive
tni te9 first Stetter Strip Plys
i Starter Stripp �,.•' positioned along eave with s"removed po:ttloned along cave
shingle sritlt ♦ i
6"removed \ r r Starter Strip Plus overhangs: Starter Strip shingle overhangs eaves and rakes,'<=1i' � eaves and rakes 714-314-
Exterior
la-314"Exterior Research and Design,LLC. Evaluation Report 037940.02.12-Rg
Certificate of Authorization#9503 6"EDITION(2017)FBC NON-HVHZ EVALUATION FL10674-R13
Owens Corning Asphalt Roof Shingles i) i Revision 8:10/09/2017
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RIND ERE
6.2.6 Minimum Nailing—Classic®&Supreme:
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Normal Mansard or Area para Normal Mo sard or Area para
1 Wind Areas High Wind dosvanes y Wind Areas I; High Wind desvanes y
Area pare vientos normales Areas vientos faertes Rtea pare vientos normnJes Areas vientos faartes
r ' z'� �tzt � •— tz" Bl r?" VI,'i
I. tzt
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4
5"Exposure 5518"Exposure
Exposition Expasrdon
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6.2.7 Minimum Nailing—Berkshire®: I I
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I Sealanldrip �I ;;Sealant stria
f Ls tha de sd 4dor La tira de selhdor
d li l:ll
�-+ 0 4 0.1 •rel' •��� • • 0-0
1" 8 t 8 Sr1 9 Yl 8 b'i' 1 "8'A' I 8 lk" 8 W, 8 l
t 11
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Standard Fastening Pattern 6-Nail Fastening Pattern
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sealant strip I I
La liradaWlador
�c a---s o+->• o+--r 0o- be
L 8 ii!' 8 i1' 8 YT gill,
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0
2" Asphaltroofing cement ('
Cemmo de tocho do astako
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Mansard or Steep Slope FasteningPatter,n
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Exterior Research and Design,I.I.C. Evaluation Report 037940.02.12-RS
Certificate oJAuthorization tl9503 6"EDITION(2017)FBC NON-HVHZ EVALUATION I FL10674-R13
Owens Coming Asphalt Roof Shingles q Revision 8:10/09/2017
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6.2.8 Minimum Nailing—Devonshire Tal
:
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�tr I 7n t pn 1 $n { su 1 711
C1 ;
evos
•-•--- -- �; I' Nails,
5.5/8"exposure
Exposition de 5-5l8 pulg Sealant location r
Ubicacion del sellador
Ten l"Si;ats of Asphalt Roof Gernert
I Standard 6-Nail Fastening Pattern MansarIa or Steep;5lope Fastening Pattern
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I 6.2.9 Minimum Nailing — Duration®, TruDefinition® Duration, Duration® Premium, Cool & TruDefinition'
r Duration*Designer Color Collection:
4-Nail Fastening Pattern i 6-Nall Fastening Pattern
SureNmlfl tastenmg arena tlN '� 'I Surem3ul-1lstening area%i�dt
Nail Typical I r(r Nail Typical
�'__"��_...__'ll-
Wit—
s.,s saa :,8^ �
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Standard Fastening Pattern 16-Nail Fastening Pattern
Fastening for Slopes Greater Than 21:12
� SVIaNnilt3leslening area adattt j �
Nag Typ t I
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i 12" 12 I t"
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1 >.-•'__p•-yy. :roR�r >avm: u ...-.Y .Tar ice-O ' i
FOW1-Spon of AsptaR Roofing cement
Mansard orSteep Slope Fastening Pattern
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Exterior Research and Design,LLC. I Evaluation Report 037940.02.12-RS
Certificate aJAatbori:atlon#9503 6'EDITION(2017)FBC NON-HVHZ EVALUATION FL10674-R13
Owens Coming Asphalt Roof Shingles I Revision 8:10/09/2017
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6.2.1 Minimum Nailing--Tru Definition 6Oakridge®,Oakridge":
A Nall Pattern 6 Nail Pattern- o
Fsauema coir A clavus Fsqueura con S clavus i
L,: I
Tz
6 618"Ec ure 6 618"E sure ! {'
p°s Nags I Nails
&pmi i6n do 6519 pidg. Claws Exposkf6n de 5 618ping.' 6 618"Exposure i Cfavcs 5 518"Exposurz
iExpos(cioade55/fipufg. ! i Exposfddnde5519pufg.
Standard Fastening Pattern 16-Nail F!stenindlPattern
Fastening lorSlopes Greater Than21:12 I �
I!
i sura+airttastonfneaian wttlth )
- a4ES
F77.7771 f77T71
i
Four 7"Spins of Aspna:t Roofing Gement
i Mansard or Steep Slope Fastening Patter'
I ; '
6:2.1 Minimum Nailing—WeatherGuard®HP:
I
1
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f Iai I
GGrkotmW41s+ AieYl Luse' I
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Exterior Research and Design,LLC. i I Evaluation Report 037940-02.12-R8
Certificate ofAuthoriiation 119503 6EDITION(2017)FBC NON-HVHZ EVALUATION � I;% I F1.10674-1113
{ Owens Corning Asphalt Roof Shingles l I Revision 8:10/09/2017
Page 6 of 8
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6_3 Hip&Ridge Shingles:
6.3.1 Installation of Berkshire Hip and Ridge Shingles, High Ridge, WeatherGuald$ HP;Hip and Ridge Shingles
and ProEdge Hip & Ridge Shingles shall comply with the Owens lCorning current published instructions,
using four (4) nails per shingle. Installation of DuraRidgeTm Hip & RidgeShingles shall comply with the
Owens Corning current published instructions, using two (2) nails!per shingle. Refer to Owens Corning
i published information on wind resistance and installation limitationj,s, including 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:
Fig.7 Fig.2
li
I II -
4 �I
d— {
DPrexat@uJVtlnulrcaiou !- \\\� ° IIOVUaSv i � SilleViev
A\
•ttails--��—�� \ � Nals
fI I toPLarrmal
K
\ \1 ti I I A" I Plae r 1
I
' I =l
u``=,i
I
ExEx casae' �� 0i J
I
1
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6.3.4 Minimum Nailing—WeatherGuardO HP Hip and Ridge: i I
1 ,
I o Fig.C Hip&Ridge Shingle Fastening
Fig-A
Q—Ol�pn9VlMtl ��� �� li Topvktiw'f
p`\
1 dolls`
WITS dolls
71
V.
Exposure � !� i i�
i \ W. Exposure
I
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it
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Exterior Research and Design,LLC. I,� Evaluation Report:037940-02-12-RS
certificate of Authorization#9503 6'EDITION(2017)FBC NON-HVHZ EVALUATION FL20674-R13
Owens Corning Asphalt Roof Shingles ii Revision 8:10/09/2017
Page 7 of 8
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6.3.5 Minimum Nailing-ProEdge Hip&Ridge Shingles: I
I�
' o '
Prevailling Standard ti" •
Wind�frection Fastening 1
Sealant Strip Pattern
6'Exposure
;I
• i
12' � ^�—Sealant
Fasten 7'h" 712
I'Exposure
Cower Exposed1
Fasteners with
Roof Cement
iI
6.3.6 Minimum Nailing—DuraRidgeT"Hip&Ridge Shingles: P,
!j
Note:The drawings below pertain to minimum,as-tested attachment requirements.! Refer to Owens Corning
published installation instructions for their minimum requirements. j
Diricdcn Tcp Vie I '
t—G,rocciien'Wird ronia dj%,n Vue en plah
1 Qiraed ndalvisntopm*miranco tvll I'Vista, t'I+s
/a
211.7
Naim _ h'�Q'c ,: __ ��`'y�f.,-'s. � OsiensCsstro��incllal I_o c7aw
C�CE.0-1
avns�
3 I + J
mlmr��'
I-Pi A-vit -J
7. LABELING:
I 7.1 Labeling shall be in accordance with the requirements the Accredited quality Assurance Agency noted
herein.
7.2 Asphalt shingle wrappers shall indicate compliance with one of the,required classifications detailed in FBC
Table 1507.2.7.1/R905.2.6.1.
8. BUILDING PERMIT REQUIREMENTS: j
As required by the Building Official or Authority Having Jurisdiction in order to prope,rly evaluate the installation of
this product. j
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-
! I ,
Exterior Research and Design,LLC. ;I I Evaluation Report 037940.02.12-R8
Certificate of Authorization 09503 6T"EDITION(2017)FBC NON-HVHZ EVALUATION I FL10674-R13
Owens Corning Asphalt Roof Shingles I Revision 8:10/09/2017
Page 8 of 8
Florida Building Code Online Page 1 of 2
Ph
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gk 3i.^Gh✓u'—k' ff� jEf'.aSC'`-4+ `'w
_s BaS Home i Log In ; User Registration Hot Topics i Submit Surcharge Stats&Facts Publications i FBC Staff BCIS Site Map I. Links Search
o
uApproval Ni,' USPER:odPublic User
.-r n
ii
Product Approval Menu>Product or Application Search>Application Llst>Application Detail I !
ty
t z 3 FL# FL2569-1113
Application Type Revision
Code Version 2017
Application Status Approved 'I
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Comments
Archived it
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Product Manufacturer Soprema,Inc.(Canada) 11
Address/Phone/Email 1640 rue Haggarty 11
Drummondville,NON-US 00000
(819)478-2400
memathieu@soprema.ca
i
Authorized Signature Marc-Etienne Mathieu
memathieu@soprema.ca
i
Technical Representative Marc-Etienne Mathieu
}'
Address/Phone/Email 1688 Jean-Berchmans-Micliaud
Drummondville,NON-US 00000
(819)478-2400 Ext 3327
i
memathieu@soprema.ca
+
Quality Assurance Representative Jean-Francois Cote,Ph.D.
Address/Phone/Email 1640 rue Haggarty
Drummondville
(888)811-3145
jfcote@soprema.ca
I
Category Roofing
Subcategory Underiayments
I
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed
Florida Professional Engineer
I'
Evaluation Report-Ha rd copy.Received
I
Florida Engineer or Architect Name who.developed Robert J. M. Nieminen
the Evaluation Report !
Florida License PE-59166 j
Quality Assurance Entity UL LLC
Quality Assurance Contract Expiration Date 07/18/2020
Validated By John W. Knezevich,PE j i
�. Validation Checklist-Hardcopy iR'6'ceived:
h:
Certificate of Independence FL2569 R13 COI 2017 01 COI Nieminen.odf
Referenced Standard and Yearof Standard)) Standard � j ! Year
ASTM D1970 l 2015
ASTM D6163 2008
FM 4474 H a 2011
FRSA/TRI April 2012(04-,112) 2012
TAS 110 2000
UL 1897 l ! 2012
http://www.floridabuildinor.org/pr/pr app_dti.aspx?param=wGEVXQ�vtDgsk QFEhckB 10... 1/10/2018
Florida Building Code Online Page 2 of 2
I
Equivalence of Product Standards ! !
Certified By
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Sections from the Code j
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Product Approval Method Method 1 Option D 1
Date Submitted 10/09/2017 '
Date Validated 10/11/2017
Date Pending FBC Approval 10/15/2017ro
I
I,r
Date Appved 12/12/2017
SummarV of Products
I,
FL# Model,Number or Description
Name
2569.1 Soprema Roof Self adhering roof underlayments
Underlayments I
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL2569 ,R13 I.I. 2017 �0 FINAL ER�SOPREMA CA UNDERLAYMENTS FL2569-
Approved for use outside HVHZ:Yes R13.pdf
Impact Resistant:N/A Verified By: Robert Nieminen,P.E. PE-59166 I !
Design Pressure:+N/A/-150 Created by Independent Third Party0 Yes
Other: 1.)Refer to ER Section 5 for Evaluation Reports I+
Limits of Use.2.)The design pressure FL2569 R13 AE 2017 10 FINAL ER SOPREh1A CA UNDERLAYMENTS FL2569-
noted herein pertains to underlayment R13.1)df I
systems used beneath adhesive-set tile Created by Independent Third Party:Yes
systems,,Refer to ER Section 5.6.4 for
details. I III' I
I, I
Back Next
Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 phone:850-487f 1824
The Slate of Florida is an AA/EEO employer.copyright 2007-2013 State of Florida.::Privacy Statement!i ::ActI cssibili[v Statement::Refund Statement
! � I
Under Florida law,email addresses are public records.If you do not want your e-mail address released in responls a to a public-records request,do not send
electronic mail to this entity.Instead,contact the office by phone or by traditional mail,If you have any questions,please contact 850.487.1395.'Pursuant to
Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if
they have one.The emalls providedmaybe used for official communication with the licensee.However email addresses are public record.If you do not wish to
i 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!•,
Credit Card
Safe
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http://www.floridabuilding.ora-/pr/pr_app_dtl.aspx?paramwGEVXQ VtDdsI 'QFEncIcB 10... 1/10/2018
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EXTERIOR;:RESEARCH&DESIGN, LLC.
{ 35Certificate of Authorization#9503
iCHRISTIAN STREET,UNIT#13
} TRINI R I� !' OXFORD,Ci" 06478
(203)262-9245
i EVALUATION REPORT
Soprema, Inc. Evaluation Report S18010.06.09-R11
1640 rue Haggerty � ; ; 171-2569-1113
Drummondville,Qu6bec J2C 5P8 Canada Date of Issuance:06/15/2009
(819)478-2400 Revision 11:10/06/2017
SCOPE: f
;
This Evaluation Report is issued under Rule 61G20-3 and the applicable rules and regIulations governing the use of
construction materials in the State of Florida.The documentation submitted hasi been reviewed by Robert Nieminen,
P.E. for 'use of the product under the Florida Building Code and Florida Building Code, Residential Volume. The
I r
products described herein have been evaluated for compliance with the eh Edition((.2017);Florida Building Code
sections noted herein.
DESCRIPTION: Soprema'Roof Underlayments
I� I
I
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 produ'ct(s) changes,the referenced
Quality Assurance documentation changes,or provisions of the Code that relate ito the productichange. Acceptance of
this Evaluation Report,by the named client constitutes agreement to notify Robert !Nieminen, P.E. if the product
changes or the referenced Quality Assurance documentation changes. Trinity)ERD requires a complete review of this
Evaluation Report relative to updated Code requirements with each Code Cycle.
I
ADVERTISEMENT: The Evaluation Report number preceded by the words "Trinityll ERD Evaluated" may be displayed in
advertising literature. If any portion of the Evaluation Report is displayed,then it shall b!eIdonelin its entirety.
I! IJ, I
INSPECTION: Upon request,a copy of this entire Evaluation Report shall be provid�d to the user by the manufacturer or
its distributors and shall be available for inspection at the job site at the requestlof the BUuildinglOff'icial.
I
This Evaluation Report consists of pages 1 through 8.
I!
Prepared by:
ry:
Robert JA. Nieminen,P.E. %aT'•F,' �'�Z ';: Thefacsimile'spalappearingwasauthorizedbyRobert
Florida Registration No.59166,Florida DCAANE1983 '�+s� '%�;:•�' Nieminen,PiE.lon 10/06/2017. This does not serve as an
l.'/ i�:�Vit•
electronically signed document
CERTIFICATION OF INDEPENDENCE:
j1. 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 distr�ibuting products it evaluates.
3. Robert Nieminen,P.E.does not have nor will acquire,a financial interest in any company manuflacturinglor distributing products for
which the evaluation reports are being issued.
4. Robert Nieminen, P.E:does not have,nor will acquire, a financial interest in any other entity involved in:the approval process of the
product. ;
5. This is a building code evaluation. Neither Trinity lERD nor Robert Nieminen, P.E.are,,l 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. !
it � 1 I
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TRIMTv ERD
ROOFING COMPONENT EVALUATION:
1." SCOPE: I•j
Product Category:, Roofing
Sub-Category: Underlayment l
Compliance Statement: Roof Underlayments, as produced by Soprema, have demonstrated compliance with the
following sections of the 6th Edition (2017) Florida Building Code through testing in�accordance with the following
Standards. Compliance is subject to the Installation .Requirements and Limitation i % Conditions of Use set forth
herein. I,
2. STANDARDS: �I
I
Section Property Standard Year
1504.3.1 Wind Resistance FM 4474 2011
1504.3.1 Wind Uplift UL 1897 I 2012
1507.1.1,T1507.1.1;1507.2.9.2 Physical Properties ASTM D1970 i 2015
1507.3.3 Physical Properties FRSA�RI April 2012 2012
FRSA/TRI April 2012(04-12) Physical Properties ASTM D6163 i; 2008
TAS 110 Accelerated Weathering TAS 110 2000
i
3. REFERENCES: I 1 1
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 02/03/2005
ERD(TST6049) ASTM D1970/TAS 110 2974.03.05-2 I.! i 05/17/2005
ERD(TST6049) Wind Resistance 2778.07.05 I ! 07/15/2005.
ERD(TST6049) Wind Resistance 2779.11.05-R1f ; 04/18/2007
ERD(TST6049) TAS 103/TAS 110 S7120111.07-2 ; i 11/02/2007
I ERD(TST6049) ASTM D1970/TAS 110 S13190.02.09-R1' I 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-R1l 09/09/2010
_ ERD(TST6049) Physical Properties/Tensile Adhesion 511150.05.09-R� 10/05/2010
ERD(TST6049) ASTM D1970 537210.11.11 f 11/09/2011
ERD(TST6049) ASTM D1970 540540.02.13-1,;, 02/19/2013
ERD(TST6049) Physical Properties/Tensile Adhesion 543530.02.14-11•- 02/21/2014
ERD(TST6049) Physical Properties/Tensile Adhesion SOPC-SC7645.02115 I 02/13/2015
ERD(TST6049) Accelerated Weathering SOPC SC8520.14 I 04/17/2015
ERD(TST6049) Wind Resistance SOPGSC14045105.17-R1 06/07/2017
M-D(CER1592) HVHZ Compliance 15-0508.04 I I' i 09/24/2015
j ICC-ES(EVL2396) 2015 IBC Compliance ESR-1524 ! 03/01/2017
PRI(TST5878) Physical Properties SOP-06'4-02-011- i 12/03/2013
Soprema,Inc.(PDM3511) Equivalency Declaration SA SMOOTH PLY.'40 ! 06/29/2015
11 UL,LLC(QUA9625) Quality Control Service Confirmiation ! Exp.07/18/2020
4. PRODUCT DESCRIPTION:
4.1 Lastobond TU HT is a self-adhering, non-woven polyester fabric surfaced, SBS modified bitumen roof
underlayment;meets ASTM D1970 and FRSA/TRI April 2012(04-12).
4'.2 Lastobond Shield is a self-adhering, woven polyethylene s�urfaced;'''SBS modified bitumen roof
underlayment available in two widths;36 and 45 inch;meets ASTM D1970:;
4:3 RESISTO SA SMOOTH PLY 40 is a self-adhering,woven polyethylene surfaced,SBS modified bitumen roof
underlayment;available in 3.3 ft x 65 ft rolls;meets ASTM D1970..J
4.4 Lastobond Shield HT is a self-adhering, woven polyethylene surfaced, (high temperature, SBS modified
bitumen roof underlayment;meets ASTM D1970.
Exterior Research and Design,U.C. it 1 Evaluation Report 518010.06.09-1131
Certificate of Authorization#9503 6"EDITION(2017)EDC NON-HVHZ EVALUATION �'' I EL2569-R13
Soprema,Inc. j Revision 11:10/06/2017
? Page 2 of 8
�11 I
MIN@ JTY ;
4.5 Lastobond Pro HT-N is a self-adhering, woven polyethylene surfaced 1:SBS modified bitumen roof
underlayment available in two widths;36 and 45 inch;meets ASTM D1970. !
4.6 Lastobond Pro HT-S is a self-adhering, woven polyethylene surfeited, high temperature, SBS modified
bitumen roof underlayment;meets ASTM D1970.
4.7 Lastobond 195 is a self-adhering, glass-mat reinforced, sand-surfaced;,,'SBS modified bitumen roof
underlayment;meets ASTM D1970.
4.8 Lastobond Eaves Protection Sheet is a self-adhering, glass-mat relnforcetl, sand-surfaced, SBS modified
tbitumen roof underlayment;meets ASTM D1970.
4.9 Lastobond Eco is a self-adhering, glass-mat reinforced, sand-'urfacedi 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. j I
4.11 RESISTO LB1236 is a self-adhering, glass-mat reinforced, sand�i urfaced,l' SBS modified bitumen roof
underlayment,with a 36-inch sheet width;meets ASTM D1970.
4.12 PrimeSource Grip-Rite Eave&Valley Protector-is a self-adhering,glass-matlreinforced,sand-surfaced,SBS
modified bitumen roof underlayment,with a 36-inch sheet width;meets ASTM D1970.
4:13 RESISTO LB1244 is a self-adhering, glass-mat reinforced, sand-surfaced.,'. SBS 'modified bitumen roof
underlayment,with a 44-inch sheet width;meets ASTM D1970. I'
4.14 Colphene FR GR is a self-adhering, fiberglass reinforced, granul -surfaci d, SBS(modified bitumen roof
underlayment;meets ASTM D1970 and FRSA/TRI April 2012(04-12).
I
5. LIMITATIONS: j
5.1 This is a building code evaluation. Neither Trinity IERD nor Robert NierliI:I,inen, PI.E. are, in any way, the
I; .
Designer of Record for any project on which this Evaluation Report, or previous(versions thereof, is/was
used for permitting or design guidance unless retained specifically for that purpose.
! 5.2 This Evaluation Report is not for use in FBC HVHZ jurisdictions.
5.3 Fire Classification is not part of this report; refer to current Approved Roofing Materials Directory for fire
ratings of this product.
5.4 Soprema Roof Underlayments may be used with any prepared roof cover1where the product is specifically
11 referenced within FBC approval documents. If not listed, a request may be'made to the Authority Having
Jurisdiction for approval based on this evaluation combined witlil supporting data for the prepared roof
covering.
I
j 5.5 Allowable Roof Covers:
I
TABLE 1 '.ROOF COVER OPTIONS.,. it 114
j Asphalt Nail-On Foam-On �' Wood Shakes&
Underlayment Shingles Tile Tile Metal Shingles Slate
Yes u.
Lastobond TU HT Yes Yes' 1 Yes Yes Yes'
Lastobond Shield/Pro HT-N/RESISTO SA b `
-YesNo No No Yes Yes
E SMOOTH PLY 40
Lastobond Shield HT/Pro HT-S Yes No No li llYes Yes Yes:
Lastobond Eaves Protection Sheet/ +I
''Yes No No NoYes Yes
Lastobond 195
j Lastobond ECO /RESISTO LB1236,Grip- I I t
Rite Eave&Valley Protector/RESISTO Yes No No No Yes Yes.
LB1244 i..,:.. .
Exterior Research and Design,ILC. Evaluation Report S18010.06.09-1111
Certificate of Authorization#9503 6"EDITION(2017)FBC NON-HVHZ EVALUATION i I I FL2569-1313
Soprema,Inc. I Revision 11:10/06/2017
( j Page 3 of 8
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... ,' ERR II
T BLE 1 ROOPCOVER OPTIONS:. ,I `
Underlayment Asphalt Nail-On Foam-On' j I'I Wood Shapes&
Shingles Tile Tile �, Metal j Shingles Slate
Lastobond Smooth Seal HT Yes No;,. " No' ;i; Y;es ; Yes Yes
1i I
Colphene FR GR Yes Yes Yes ` No Yes Yes"-'
See 5.5.11:
5.5.1 "Foam-On Tile"is limited to use of following Approved the adhesives/underlayment combinations.
TABLE 1A ALLOWABLE TILE ADHESIVE�UNDERLAYMENT;COMBINATIONSl
JAdhesive Florida Product Approval �! IJnderlayments
Dow TileBond— FL22525 Lastobond TIU HT
I I
ICP Adhesives Polyset®AH-160 FL6332 LastobondT,U HT or Colphene FR GR
i
l 5.6 Allowable Substrates: j
1 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, Lastoboncll195, Lastobond ECO,RESISTO
LB1236,Grip-Rite Eave&Valley Protector,RESISTO LB1244 or Lastobond 5moothl Seal HT applied to:
➢ Plywood;ASTM D41 primed plywood; OSB;ASTM D41 primed OSB; S'utherni Yellow Pine; ASTM D41
primed Southern Yellow Pine;ASTM D41 primed structural cont rete.
Colphene FR GR applied to:
v Plywood;ASTM D41 primed plywood;ASTM D41 primed structural concrete. '
Note:
> While not required over plywood, OSB or Southern Yellow Pine substrates; Soprema recommends
1 priming with Elastocol Stick or Elastocol 600c if the final roof cover is snot 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, l stobond 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
j GR applied to: is
Dens Deck Prime;SECU ROCK Gypsum-Fiber Roof Board.
For installation under mechanically attached prepared roof coverings, insulation shall be attached per
minimum requirements of the prepared roof covering manufacturer's Product Approval. For installations
under foam-on tile systems(Lastobond TU HT only),insulation attachment;shall be designed by a qualified
design professional and installed based on testing of the insulation/underlayment system in accordance
jwith FM 4474,Appendix D,Testing Application Standard TAS 1141 Appendix J or!UL1807.
'Refer to Tile Manufacturer's or Adhesive Manufacturer's Florida Product Approval for Overturning'Moment Resistance Performance.
ExteHor Research and Design,LLC. I '; Evaluation Report S18010.06.09-1111
Certificate of Authorization 119503 6'EDITION(2017)FBC NON-HVHZ EVALUATION FL2569-R13
Soprema,Inc. I Revision 11:10/06/2017
I'^ Page 4 of 8
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TRINITY ERD
5.6.3 Bond to Mechanically Attached Base Laver:
i '
Lastobond Shield, Lastobond Pro HT-N, RESISTO SA SMOOTH PLY 40, Lastobbnd 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: I
I'
i > ASTM D226,Type I or If felt;Sopra-G;Modified Sopra-G.
For installations under mechanically attached prepared roof coverings, base layer shall be attached per
I minimum codified requirements. For installations under foam-oni the systems (Lastobond TU HT only),
base layer shall be attached in accordance with FRSA/TRI April 2012(04-12).
5.6.4 Wind Resistance for Underlayment Systems in Foam-On Tile Applications�r',FRSA%TRI April 2012 (04-12)
does not address wind uplift resistance of all underlayment systems beneath foani-on tile systems,where
the underlayment forms part of the load-path. The following wind Iuplift limitations apply to underlayment
systems that are not addressed in FRSA/TRI April 2012 (04-12) and are used in foam-on the 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 11 margilri;!of safety per FBC 1504.9 has
already been applied). Refer to FRSA/TRI April 2012(04-12)or FBC 1609 for determination of design wind
pressures.
#1 Maximum Design Pressure=-45.0 psf:
Deck: Min. 15/32-inch plywood to meet project requirements to satisfaction of Authority
Having Jurisdiction.
Primer: (Optional)Elastocol Stick,Elastocol 600c or RESISTO EXTERIOR PRIMER
Underlayment: Lastobond TU HT or Colphene FR GR,self-adhered.
I
#2 Maximum Design Pressure=-67.5 psf:
I I•,�
Deck: Structural concrete to meet project requirements to satisfactlion of Authority Having
Jurisdiction. I
Primer: Elastocol 600c
j Underlayment: Lastobond TU HT or Colphene FR GR,self-adhered. I
i #3 Maximum Design Pressure=-150.0 psf:
Deck: Min. 15/32-inch APA-rated BCX plywood (maylbe install'ed C-side up) to meet project
requirements to satisfaction of Authority Having Jurisdidtion.
Deck Preparation:Plywood shall be thoroughly cleaned to remove dust and ;debris that may inhibit
i adhesion. All sheathing fasteners shall be driven flulsh with the surface. All -sharp
splinters and wood projections shall be remove /sanded! j
Primer: (Optional)RESISTO EXTERIOR PRIMER
Underlayment: Lastobond TU HT, self-adhered, shall be thoroughly,,roll using hand roller and/or
weighted roller to ensure there are no voids,and ensure therei are no voids/bridging at
side and end-laps. i f
#4 Maximum Design Pressure=-60.0 psf:
Deck: Min. 19/32-inch plywood to meet project requirements to satisfaction of Authority
Having Jurisdiction. j
Base Sheet: Sopra-G or Modified Sopra-G mechanically attached i ith nails (FBC 1517.5.1) and tin
caps (FBC 1517.5:2) spaced 6-inch o.c. at the 44-inch laps and 6-inch o.c. in three (3),
equally spaced rows in the center of the sheet. i
Underlayment: Lastobond TU HT or Colphene FR GR,self-adhered
51.6.4.1 All other direct-deck, adhered Soprema underlayment systems; beneath; foam-on tile systems carry a
Maximum Design Pressure of-45 psf.
I
I
Exterior Research and Design,U.C. Evaluation Report S18010.06.09-1111
Certificate of Authorization#9503 6'H EDITION(2017)FBC NON-HVHZ EVALUATION I FL2569-1113
Soprema,Inc. ! Revision 11:10/06/2017
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