HomeMy WebLinkAboutProduct Approval 8. MANUFACTURING PLANTS:
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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 piloperties specifications.
Plant � ,S2e6iflcetiProducf
on ``
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Lastobond Shield,RESISTO S4 SMOOTH PLY 40,Lastobond Shield HT,
Drummondville, Lastobond Pro HT-N,Lastobond Pro HT-S,Lastobond 195,Lastobond
ASTM D1970 Eaves Protection Sheet,Lastobond Eco,Lastobond Smooth Seal HT,
QC(Canada) 11
RESISTO LB1236,PrimeSource Grip-Rite Eavell&Valley Protector,
RESISTO LB1244
ASTM D1970&FRSA/TRI 04-12 Colphene FR GR �� f
Wadsworth,OH Lastobond 195,Lastobond Eaves Protection Sheet,Lastobond Eco,
ASTM D1970 Lastobond Smooth Seal HT,RESISTO 1,_'B1236,PrimeSource Grip-Rite
Eave&Valley Protector,RESISTO LB1244
ASTM D1970&FRSA/TR104-12 Lastobond TU HT;ColphenejFR GR I
Lastobond 195,Lastobond Eaves Protection Sheet,Lastobond Eco,
Gulfport,MS a 1 ,i
ASTM D1970 Lastobond Smooth Seal HT,RESISTO LB1236,(PrimeSource Grip-Rite
Eave&Valley Protector,RESISTO LB1244
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9. QUALITY ASSURANCE ENTITY:
UL,LLC—QUA9625;(314)57873406;k.chancel[or@us.ul.com
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-END OF EVALUATION REPORT-
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Exterior Research and Design,LLC. Evaluation Report 518010.06.09-R11
Certificate of Authorization 119503 6"EDITION(2017)FBC NON-HVHZ EVALUATION FL2569-1113
Soprema,Inc. Revision 11:10/06/2017
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Page 8 of 8
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lorida Building Code Online Page 1 of 2
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T SOS Home i Log In User Registration Hot Topics Submit Surcharge Stats&Facts Publical ons FBC Staff BCIS Site Map Links Searcher
OUR
Product ApprovalUSER:Public User
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i Product Approval Menu>product or Aocon atiSearch>Application List>Application Detail
�_3F
I e z 1 i
FL# FL10674-R13 ,
Application Type Revision
Code Version 2017
Application Status Approved
Comments
Archived
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Product Manutacturer Owens Corning
Address/Phone/Email .One Owens Corning Parkway
Toledo,OH 43659
(740)404-7829
greg.keeler@owenscorningLm
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Authorized Signature Greg Keeler
greg.keeler@owenscominglcom j
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Technical Representative Mel Sancrant
Address/Phone/Email 1 Owens Corning PKWY .'
Toledo,OH 43659
(419)376-8360
mel.sa ncrant@owensco m ig.com
Quality Assurance Representative
Address/Phone/Email
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Category Rooting
I ' -
Subcategory Asphalt Shingles
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed
Florida Professional Engineer
Evaluation Report-Hardcopy Received
Florida Engineer or Architect Name who developed Robert J.M. Nieminen i I'
the Evaluation Report
Florida License PE-59166 ;
Quality Assurance Entity UL LLC
Quality Assurance Contract Expiration Date 05/16/2020
Validated By John W. Knezevich,PE
✓_ Validation Checklist-Hardcopy,Received
Certificate of Independence FL10674 R13 COI 2017 Ol COI N_ieminen.odf
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Referenced Standard and Year(of Standard) Standard Year
ASTM D3161 2016
ASTM D3462 2010
ASTM D7158 2011
Equivalence of Product Standards
Certified By
Sections from the Code
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http://www.floridabuilding_org/pr/pr_app_dtLaspOplaramn wGEVXQwtDgtBNbEY5V%2... 1/15/2018
Florida Building Code Online Page 2 of 2
Product Approval Method Method 1 Option D
Date Submitted 10/10/2017
Date Validated 10/11/2017
Date Pending FBC Approval 10/15/2017
Date Approved 12/12/2017
Summary of Products
FL# Model,Plumber or Name Description
10674.1 Owens Corning Asphalt Roofing 3-tab,4-tab,5-tiib,laminated,sta er and hip&ridge
Shingles and Starters shingles
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL10674 R13 IT 2017 10 FINAL ER OC ASPHALT
Approved for use outside HVHZ:Yes SHINGLES FL10674-1113. df
Impact Resistant:N/A Verified By: Roliert 1.M. Niemine,PE-59166
Design Pressure: N/A Created by Inde pendent Third Party:Yes
Other: Refer to ER,Section S. Evaluation Repbrts I'. 11
FL10674 R1341E 2017 -10 FINAL ER OC ASPHALT
SHINGLES FL10'674-Rl3.pdf
Created by I—d pendent Third Part
ny :Yes
Back Next '
Contact Us::2601 Blair Stone Road,Tallahassee Fl.32399 Phone:850-487-1824
The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Acce"sibillty Statement::Refund Statement
Under Florida late,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send
electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.`Pursuant to
Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 4S5,F.S.must provide the Department with an email address if
they have one.The emaiis provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to
supply a personal address,please provide the Department with an email address which can be made available to the public.To determine if you area licensee under
Chapter 455,FS.,please click here. ,I
Product Approval Accepts l
Gti El � L1t
Credft Card
Safe
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http://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQ �I DgtB tbE SV%2... 1/15/2018
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- EXTERIOR RESEARCH&DESIGN, LLC.
i t Certificate of Authorization#9503
353 CHRISTIAN STREET,UNIT#13
TRINERD ;i OXFORD,CT 06478
(203)262-9245
EVALUATION REPORT
Owens Corning Evaluation Report 037940.02.12-R8
One Owens Corning Parkway FI-10674-1113
Toledo,OH 43659 Date of Issuance:02/06/2012
(740)404-7829 ;IRevision 8: 10/09/2017
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 been reviewed by Robert Nieminen,
P.E. for use of the product under the Florida Building Code and Florida Builiding Code, Residential Volume. The
products described herein have been evaluated for compliance with the 6 Edition (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;s 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 named products) changes, the
referenced Quality Assurance documentation changes, or provisions of the Code that.relate`oto 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. Tri'nityJERD requires a complete
review of this Evaluation Report relative to updated Code requirements with eaci h Code Cycle.
ADVERTISEMENT: The Evaluation Report number preceded by the words "Trinity ERD Evaluated" may be displayed in
advertising literature. If any portion of the Evaluation Report is displayed,then�t shall be donel in its entirety.
INSPECTION: Upon request,a copy of this entire Evaluation Report shall be provided to the user,by the manufacturer or
its distributors and shall be available for inspection at the job site at the request of the Building{Official.
This Evaluation Report consists of pages 1 through 8.
Prepared by:
Robert J.M. Nieminen,P.E. '°�s :;; :: The facsimile'seal appearing was authorised by Robert
1�i �.L�i.,.
Florida Registration No.59166,Florida DCA ANE1983 = �""� "'" Nieminen,P.E.on 10/09/2017. This does not serve as an
electronically'signed document
CERTIFICATION OF INDEPENDENCE:
1. TrinitylERD does not have, nor does it intend to acquire or will it acquire, a financial interest in anyLompany manufacturing or
distributing products it evaluates.
2. Trinityl ERD is not owned,operated or controlled by any company manufacturing or dist libuting products.it evaluates.
3. Robert Nieminen,P.E.does not have nor will acquire,a financial interest in any company manufacturing or distributing products for
which the evaluation reports are being issued.
4. Robert Nieminen, P.E.does not have,nor will acquire,a financial interest in any other entity involved inilthe approval process of the
product.
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 fore rmitting,or design guidance unless retained
specifically for that purpose. pi
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ROOFING SYSTEMS EVALUATION:
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1. SCOPE:
Product Category: Roofing
Sub-Category: Asphalt Shingles
Compliance Statement: Owens Corning Asphalt Roof Shingles,as produced by Owens Corning, have demonstrated
compliance with the following sections of the 6th Edition (2017) Florida Building 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
2. STANDARDS:
Section Property, Standard Year
1507.2.5,R905.2.4 Physical Properties ASTM D3462 2010
1507.2.7.1,R905.2.6.1 Wind Resistance ASTM D3161 2016
1507.2.7.1,R905.2.6.1 Wind Resistance ASTM D7158 !� 2011
3, REFERENCES:
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Entity Examination Reference Date
UL LLC(CER9626) Physicals&Wind Resistance File R2453,Vol"3 02/15/2007
UL LLC(CER9626) Physicals&Wind Resistance 20120516-R2453 05/16/2012
UL LLC(TST9628) Physical Properties 06CA20263 04/18/2006
UL LLC(TST9628) Wind Resistance 11CA34308 02/18/2012
UL LLC(TST9628) Physicals&Wind Resistance 4786093137 02/01/2014
UL LLC(TST9628) Wind Resistance 4786126532 02/10/2014
UL LLC(TST9628) Physical-Properties Classification letter 02/13/2014
UL LLC(TST9628) Physical Properties Classification letter 10/02/2015
Miami-Dade(CER1592) FBC HVHZ Compliance Various NOAs Various
UL LLC (QUA9625) Quality Control Service Confirmation Exp.05/16/2020.
4. PRODUCT DESCRIPTION:
4.1 Asphalt Shingles:
4.1.1 Classic and Supremem are fiberglass reinforced,3-tab asphalt roof shingles. ,.
4.1.2 Berkshire are fiberglass reinforced,4-tab asphalt roof shingles. it
4.1.3 Devonshire-'are fiberglass reinforced,5-tab asphalt roof shingles. ?
4.1.4 Duration', TruDefinition' Duration, Duration' Premium Cool, TruDefinition Duration Designer Color
Collection, TruDefinition'Oakridgem, Oakridge'and WeatherGuard' HP are:fiberglass reinforced, laminated
asphalt roof shingles.
4.2 Hip&Ridge Shingles:
4.2.1 Berkshire Hip &Ridge Shingles, High Ridge, WeatherGuard' HP Hip &Ridge Shingles, ProEdge Hip &Ridge
Shingles and DuraRidgel Hip&Ridge Shingles are fiberglass reinforced,hip and ridge asphalt roof shingles.
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4.3 Accessory Starter Strips:
i 4.3.1 Starter Strip Shingle,Starter Strip Plus and Starter Shingle Roll are str rter strips for asphalt roof shingles.
5. LIMITATIONS:
5.1 This is a building code evaluation. Neither TrinityJERD nor Robert Nieminen, E. are, in any way, the
Designer of Record for any project on which this Evaluation Report,or previous versions thereof,is/was used
for permitting or design guidance unless retained specifically for that purpose.
5.2 This Evaluation Report is not for use in FBC HVHZjurisdictions.
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,I.I.C. Evaluation Report 037940.02.12-R8
Certificate of Authorization#9503 6ni EDITION(2017)FBC NON-HVHZ EVALUATION FL20674 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 R905.2.6.1 to ASTM D3161,Class F and/or ASTM D7158,Class H, indicating the shingles are acceptable
for use in all wind zones up to Vasd = 150 mph (V„It = 194 mpli). Refer to Section 6 for installation
requirements to meet this wind rating.
5.4.2 All Owens Corning hip 8r. ridge shingles, Starter Strip Shingle and Starter Strip Plus noted herein are
Classified in accordance with FBC Tables 1507.2.7.1 and R905.2.6.1 ito ASTM D31611r Class F, indicating the
` shingles are acceptable for use in all wind zones up to Vasd=150 mph (V„It=194 mph). Refer to Section 6 for
installation requirements to meet this wind rating.
5.4.3 Classification by ASTM D7158 applies to exposure category B or C,as defined in FBC 1609.4.3, and a mean
roof height of 60 feet or less. Calculations by a qualified design professional are required for conditions
outside these limitations. Contact the shingle manufacturer for data specific,to eack!shingle.
.5.4.4 Refer to Owens Corning published information on wind resistance anld installation limitations.
5.5 All products in the roof assembly shall have quality assurance audit i I accordance with F.A.C.Rule 61G20-3.
6. INSTALLATION:
6.1 Underlayment:
6.1.1 Underlayment shall be acceptable to Owens Corning and shall hold current Florida Statewide Product
Approval;or be Locally Approved per Rule 61G20-3, per FBC 1507.2.3,1507.2,4 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 1507.2.7 or R90512.6, with the following
exceptions:
Berkshire®shingles require minimum five(5)nails per shingle. i
i WeatherGuard HP shingles require minimum six(6)nails per shingle.
Devonshire'"shingles require minimum six(6)nails per shingle
Y Starter Strip Shingle and Starter Strip Plus require minimum fill(5)nails per strip.
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Refer to Owens Corning published information on wind resistance and installation limitations.
6.2.2 Fasteners shall be in accordance with the"manufacturer's published requirements, but not less than FBC
1507.2.6 or R905.2.5. Staples are not permitted.
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6.2.4 Where the roof slope exceeds 21 units vertical in 12 units horizontal, special methods of fastening are
required. See figures below for details.
6.2.5 Minimum Nailing—Starter Strip Shingle and Starter Strip Plus:
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Deck Self eredd
a
Felt rmderlayntent _,rY Deck Felt underfay!lent
1 e�.
r p
%} Self-adhered I �{ < undcrlaymeri
Weatherl.%P i� J
t underlayment
Drip^ --' 4 +`. Drip edge
edge , . Dripedge Drip—
'1�, edge j
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Na-13 lomted
Nails located Y?'from ea
ve
2=3"from eave
Install first Self-seatienglon sve 5PFS#-sealing adhesive
ndaadheiEnrStarter .Sta er Stri postieave Will
6'removd Postoned alongeave
shingle �
6"removed
Starter Strip shingle overhangs eaves and rakes r.r=rri' Starter saipHit ov'e:hangs eaves and rakes 1w-314'
,
0
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Exterior Research and Design,LLC. Evaluation Report 037940.02.12-RS
Certificate of Authorization#9503,, a EDITION(2017)FBC NON-HVHZ EVALUATION FL10674-R13
Owens Corning Asphalt Roof Shingles Revision 8:10/09/2017
Page 3 of 8
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6.2.6 Minimum Nailing—Classic®&Supreme:
Normal Mansard or Area para Normal Mansard or Area para
Wind Areas High Wind dosvanes y Wind Areas High Wind desvanes y
Area para vientos normales Areas viontos fuertes Area, VienYos no alis Areo,i vientos fuartes
(Al —
i r n•• --iz 1 —tz t a•-.
W Exposure 5 6/8'Exposura1
Exposicion ExpaSIClOa
' II
i'
6.2.7 Minimum Nailing—Berkshire®:
%Rbtil-drip Sealant striQ
La tira de snaadar r.La tira de se(lador�I
04 i s : a . ° 0-0
v!
of a ' ` s>h° a 1h:,.
Standard Fastening Pattern I6-Nail FasteningPattern
o
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sealant strip
L3 tlra de Mlador
rs<---------no a---b m ae----no 4 ►e
8 tiP' BYi' a lip 9
2" Asphalt roofing cement
Comento do Who do aslako
Mansard or Steep Slope Fastening Patterin
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' Exterior Research and Design,LLC. Evaluation Report 037940.02.12-Rg
Certificate of Authorization#9503 6"EDITION(2017)FBC NON-HVHZ EVALUATION I FL10674-1113
I
Owens Coming Asphalt Roof Shingles Revision 8:10/09/2017
Page 4 of 8
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RINI 1E .
{ 6.2.8 Minimum Nailing—Devonshire i°t:
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7 1. _j.
gevns II ,�: d
Nails
Rio"exposure ,�_ I l
Exposicidn de 5.518 pulg Sealant location
Uhicaclon del sellador _
.�
Ten 1"Splits of Asphalt Roof Cement
Standard 6-Nail Fastening Pattern Mansard or Steep Slope Fastening Pattern
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6.2.9 Minimum Nailing — Duration®, TruDefinition® Duration, Duration® Premium' Cool & TruDefinition'
Duration Designer Color Collection:
4-Nall Fastening Pattern I 6-Nall Fastening Pattern
9
Hall.
SureNmFc`Ttastenahuea SureNailWastentng area width
.Typical luil Nag Typical
+• +z" tz I„ t 12
��_...__
I
6-7B-6513" - 61B"frSlB". .
Standard Fastening Pattern I6-Nail Fastening Pattern
Fastening for Slopes Greater Than 21:+2 ) I
SuroNaA*7 fasl¢ning eras w4TJ1 ''
r naR,ryP�¢ah
'1
Four t"Spatil eI MPluR RW l09 Cement
Mansard or Steep Slope Fastening Pattern
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Exterior Research and Design,
I. Evaluation Report 037940.02.12-118
Certificate ofAuthorization 119503 6 EDITION(2017)FSC NON-HVHZ EVALUATION FL10674-R13
Owens Coming Asphalt Roof Shingles Revision 8:10/09/2017
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6.2.1 Minimum Nailing—Tru Definition 6OakridgeO,Oakridge®:
4 Nail Pattern 6 Nail Pattern
Esauema con 4 clavos Esquenra coli 6 clavus
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12'
FX
6SN'Exposure Naas 56/8"'Exposure Nails
Fxpa.c1d*de55/8puig. Clavus Fxporictoride5518puig. 56/8"Exposure r clavos 5.6/8"Exposure
Fxposici6n do 55/Bpo,g Exposicidnde 5518puig.
i
Standard Fastening Pattern I',6-Nail Fastening Pattern
Fastening for Slopes Greater1han 21:12 I�
suratiairi:rasoninamaowIdth
Nal,7ypicar �
1" 72'• x(/(r (j('��12.7•
_._____ _._._,_. ---;,•jig,.
s•usSIG,
- I
. Four 1"Spa6 or ASFha%[RooMa Cement
Mansard or Steep Slope Fastening Pattern
6.2.1 Minimum Nailing—WeatherGuard®HP:
I Buis*am V
�:�:"� :`� FiiK�r'B1nea�IYI tion
era Pa�i}�aciir
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Exterior Research and Design,LLC. Evaluation Report.037940.02.12-R8
Certificate oJAuthoriration#9503 6TH EDITION(2017)FBC NON-HVHZ EVALUATION F1.10674-1313
j Owens Corning Asphalt Roof Shingles 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, WeatherGuaida HP�Hip and Ridge Shingles
and ProEdge Hip & Ridge Shingles shall comply with the Owens Corning,current published instructions,
using four (4) nails per shingle. Installation of DuraRidge"m Hip & Ridge Shingles shall comply with the
Owens Corning current published instructions, using two (2) nails per shingle. Refer to Owens Corning
published information on wind resistance and installation limitations, including the use of hand-sealing for
wind warranties.
6.3.2 Fasteners shall be in accordance with the manufacturer's published requirements, but not less than IBC
1507.2.6 or R905.2.5. Staples are not permitted.
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6.3.3 Minimum Nailing—Berkshire®Hip&Ridge and High Ridge:
y
Fig.7 Fig.2 ( i
PrevalWu)ytLnO '"'
�— Dlre¢ton i \�;� �\.F ioPVilSv SideVler+
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°hails `' 'Q' Mals fes,
1 Z laPLammafp!
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6.3.4 Minimum Nailing—WeatherGuard®HP Hip and Ridge:
Fig.C Hip 8&Ridge Shingle Fastening
Fig.APm o 1lnq ri.aa
flails q v • '`i, ��
N. � �� I ; I rJalLv rilm
1"I
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tTposure A G
� 1 a
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Exterior Research and Design,LLC. Evaluation Report 037940.02.12-RS
certificate of Authari:ation 1!9503 6'EDITION(2017)FBC NON-HVHZ EVALUATION FL10674-R13
Owens Coming Asphalt Roof Shingles Revision 8:10/09/2017
Page 7 of 8
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6.3.5 Minimum Nailing-ProEdge Hip&Ridge Shingles:
Prevailling Standard
Wind DirectionFastening
$calant Strip \ Pattern �^
6-Exposure
0
12' III —Sealant
Fasten 711 7Yr" 6a,Exposure)
Cover Exposed I
Fasteners with
Roof Cement
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6.3.6 Minimum Nailing—DuraRidgeTm Hip&Ridge Shingles:
Note:The drawings below pertain to minimum,as-tested attachment)requirelments. Refer to Owens Corning
published installation instructions for their minimum requirements.
Fl-o�aiing i'6[vl0irc.dm Top V. ;
Giroaian d=miranca nc Vw en pRm
Diroedcnd IAmtapralcmiranco troll' Vismsuperiar 1"I4►
fj
1� ,INail
;. r.�, Orrans omong Sinall' .
r low
a I
sy ,�
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1.4
• =v
12"= III �
. fl
7. LABELING:
7.1 Labeling shall be in accordance with the requirements the Accredited Quality Assurance Agency noted
herein.
7.2 Asphalt shingle wrappers shall indicate compliance with one of the required classifications detailed in FBC
Table 1507.2.7.1/R905.2.6.1. "
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8. BUILDING PERMIT REQUIREMENTS:
As required by the Building Official or Authority Having Jurisdiction in order;to properly evaluate the installation of
this product.
9. MANUFACTURING PLANTS:
Contact the named QA entity for information on which plants produce products 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-
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Exterior Research and Design,LLC. Evaluation Report 037940.02.12-RS
Certificate of Authorization 09503 6 EDITION(2017)FBC NON-HVHZ EVALUATION FL10674-R13
Owens Coming Asphalt Roof Shingles Revision 8:10/09/2017
Page 8 of 8
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(Florida Building Code Online Page 1 of 2
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t a'erfe r 'S � s&sg � lt '�st ( A I ) 499"
a�.sSh .j.r_ a.u...XW=. �..
BCIs Home Log In 1 User Registration i Hot Topics Submit Surcharge Stats&Facts Publicaltions FBC Staff Bfl S Site Map - Links i Search i
i I
I{ii74it� .c.
r } �x€ Product Approval
t;,Fgrz.•�USER:Public User
9r' a cy'
Product Approval Menu>Product or Application Search>AApp1mation List>Application Detail i
r#Yt FL# FL2569-R13
Application Type Revision
Code Version 2017
Application Status Approved
i�
Comments
Archived
I
Product Manufacturer Soprema,Inc.(Canada)
Address/Phone/Email 1640 rue Haggarty
Drummondville,NON-US 00000
(819)478-2400
j memathieu@soprema.ca
� I
Authorized Signature Marc-Etienne Mathieu.
memathieu@s op re ma,ca
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Technical Representative Marc-Etienne Mathieu
Address/Phone/Email 1688 lean-Berchmans-Michaud
Drummondville,NON-US 00000
(819)478-2400 Ext 3327
memathieu@soprema.ca
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Quality Assurance Representative Jean-Francois Cote,Ph.D.
Address/Phone/Email 1640 rue Haggarty
Drummondville
(888)811-3145
jfcote@soprema.ca
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Category Roofing
Subcategory Underlayments
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Compliance Method Evaluation Report from a Prida Registered Architect or a Licensed
Florida Professional Engineer
Evaluation Report-Halydcopy Received
1
i Florida Engineer or Architect Name who developed Robert J. M. Nleminen
the Evaluation Report
Florida License PE-59166
Quality Assurance Entity UL LLC
Quality Assurance Contract Expiration Date 07/18/2020
Validated By John W. Knezevich,PE
�• Validation Checklist-Hardcopy Received)
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Certificate of Independence FL2569 R13 COI 2017 0COI Nieminen.pdf
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 2000
UL1897 2012
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http://www.floridabu'ildinor.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgsKQFEnckB 10... 1/10/2018
Florida Building Code Online l Page 2 of 2
Equivalence of Product Standards I
Certified By
Sections from the Code
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Product Approval Method Method 1 Option D
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Date Submitted 10/09/2017
Date Validated 10/11/2017
Date Pending FBC Approval 10/15/2017
Date Approved 12/12/2017
SU mmarV of Products
FL# Model,Number or Description I
Name I V
2569.1 Soprema Roof Self adhering roof underlayments
Underlayments
Limits of Use Installation Instructions
Approved for use in HVH2:No FL2569 R13 LI 2017 10 FINAL E SOPREM�i CA UNDERLAYMENTS FL2569
Approved for use outside HVHZ:Yes R13.Ddf
Impact Resistant:N/A Verified By: Robert Nieminen,P.E. PE-59166':
Design.Pressure:+N/A/-150 Created by Independent Third Party Yes
Other:1.)Refer to ER Section 5 for Evaluation Reports
Limits of Use.2.)The design pressure FL2569 R13 AE 2017 10 FINAL ER SOPREMA CA IND ERLAYMENTS FL2569-
noted herein pertains to underlayment R13.pdf
systems used beneath adhesive-set the Created by Independent Third Partyl Yes
systems.Refer to ER Section 5.6.4 for ,
details.
' Bacic NeM
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Contact Us::2601 Blair Stone Road.Tallahassee FL 32399 Phone:850-487-1824
The State of Florida is an AA/EEO employer.Coovriaht 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement_:Refund Statement
Under Florida law,email addresses are public records.If you do not want your 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 85D.487.1395.`Pursuant to
Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,FS.must provide the Department with an email address if
they have one.The emaiis provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to
supply a personal address,please provide the Department with an email address which can be made available to the jiublic.To determine if you are a licensee under
Chapter 455,F.S.,please click here.
Product Approval Accepts:
't:•u•_ � LTJ Xh�cY
I i .
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Safe
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http://www.11oridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQMDdsK QFE`I c1cB 10... 1/10/2018
l
EXTERIOR RESEARCH St DESIGN,LLC.
Certificdlte of Authorization#9503
{f 353;CHRISTI IAN STREET,UNIT#13
.x ERD OXFORD,CT 06478
TRINITYt (203)262-9245
EVALUATION REPORT
j Soprema, Inc. Evaluation Report 518010.06.09-R11
' 1640 rue Haggerty FL2569-R13
.Drummondville,Quebec.12C 5138 Canada Date of.Issuance:06/15/2009
(819)478-2400 Revision 11:10/06/2017
SCOPE:
This Evaluation Report is issued under Rule 61G20-3 and the applicable rules and regulations governing the use of
construction materials in the State of Florida.The documentation submitted hasj been reviewed by Robert Nieminen,
P.E. for use of the product under the Florida Building Code and Florida Building Code, Residential Volume. The
products described herein have been evaluated for compliance with the 6th Edition (2017) Florida Building Code
I sections noted herein.
DESCRIPTION: Soprema Roof Underlayments
LABELING: Labeling shall be in accordance with the requirements the Accredited Quality Ast urance Agency noted
herein. '
CONTINUED COMPLIANCE: This Evaluation Report is valid until such time as the named products)changes,the referenced
Quality Assurance documentation changes,or provisions of the Code that relate to the product change. Acceptance of
this Evaluation Report by the named client constitutes agreement to notify Robert Nieminen, P.E. if the product
changes or the referenced Quality Assurance documentation changes. Trinity)ERD requires a complete review of this
Evaluation Report relative to updated Code requirements with each Code Cycle.
ADVERTISEMENT: The Evaluation Report number preceded by the words "Trinity(ERD Evaluated!! may be displayed in
advertising literature. If any portion of the Evaluation Report is displayed,then it,shall be done:
lin its entirety.
INSPECTION: Upon request, a copy of this entire Evaluation Report shall be provided to the user by the manufacturer or
its distributors and shall be available for inspection at the job site at the request of the BI;Iilding,�Official.
This Evaluation Report consists of pages 1 through 8.
Prepared by:
a\y��iii itrtlJ!J,�~ I,
Robert J.M. Nieminen P.E. �' v 'u'
J �T'•.;_;��yi �_���� The facsimile seal appearing was authorized by Robert
Florida Registration No.59166,Florida DCA ANE1983 ,I i�' S'' tr'- Nleminen,P.E:'on 10/05/2017. This does not serve as an
-O+
9 "JJII u16"' electronicallysigned documenL
� CERTIFICATION OF INDEPENDENCE: I „
'l
1. Trinity)ERD does not have, nor does it intend to acquire or will it acquire, a financial interest'in any ompany manufacturing or
distributing products it evaluates.
2. Trinity ERD is not owned,operated or controlled by any company manufacturing or distributing products it evaluates.
3. Robert Nieminen, P.E.does not have nor will acquire,a financial interest in any compaiy manufacturing;or distributing products for
which the evaluation reports are being issued.
4. Robert Nieminen, P.E.does not have,nor will acquire,a financial interest in any other Itity involved in'the approval process of the
product.
5. This is a building code evaluation. Neither Trinity I ERD nor Robert Nieminen, P.E. are;in any way,the'.Designer of Record for any
project on which this Evaluation Report,or previous versions thereof,is/was used for permitting:or design guidance unless retained
specifically forthat purpose.
1 � '
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: TRIM :ERD
ROOFING COMPONENT EVALUATION:
1. SCOPE:
Product Category,: Roofing
Sub-Category: Underlayment
Compliance Statement: Roof Underlayments, as produced by Soprema, have demonstrated compliance with the
following sections of the 6`h Edition (2017) Florida Building Code through testing in,accordance with the following
Standards. Compliance is subject to the Installation Requirements and Limitation's / Conditions of Use set forth
herein.
2. STANDARDS: II
Section Property Standard Year
1504.3.1 Wind Resistance FM 4474 2011
1504.3.1 Wind Uplift UL 1897 2012
1507.1.1,T1507.1.1,1507.2.9.2 Physical Properties ASTM D1970 2015
1507.3.3 Physical Properties FRSA/f' April 2012 2012
FRSA/TRI April 2012(04-12) Physical Properties ASTM D6163 2008
TAS 110 Accelerated Weathering TAS 110 2000
3. REFERENCES:
Enti Examination Reference Date
ERD(TST6049) ASTM D1970/TAS 110 2968.05.04-2 05/14/2004
ERD(TST6049) Physical Properties 2757.02.05 02/03/2005
ERD(TST6049) ASTM D1970/TAS 110 2974.03.05-2 05/17/2005
ERD(TST6049) Wind Resistance 2778.07.05 07/15/2005
ERD(TST6049) Wind Resistance 2779.11.05-R1 04/18/2007
ERD(TST6049) TAS 103/TAS 110 S7120[i11.07-2 I 11/02/2007
ERD(TST6049) ASTM D1970/TAS 110 513190.02.09-R1 .04/01/2010
ERD(TST6049) ASTM D1970/TAS 110 531370.03.10-1;R1 04/07/2010
ERD(TST6049) Physical Properties/Tensile Adhesion S11150.05.10-111 09/09/2010
ERD(TST6049) Physical Properties/Tensile Adhesion 511150.05.09-R2 10/05/2010
ERD(TST6049) ASTM D1970 537210.11.11 11/09/2011
ERD(TST6049) ASTM D1970 540540.02.13-1 02/19/2013
u
ERD(TST6049) Physical Properties/Tensile Adhesion 543530.02.14-1' 02/21/2014
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ERD(TST6049) Physical Properties/Tensile Adhesion SOPC-SC7645.02.15 02/13/2015
ERD(TST6049) Accelerated Weathering SOPC ik8520.14 04/17/2015
ERD(TST6049) Wind Resistance SOK-k14045.05.17-11106/07/2017
M-D(CER1592) HVHZ Compliance 15-0508.04 09/24/2015
ICC-ES(EVL2396) 2015 IBC Compliance ESR-1524 03/01/2017
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PRI(TST5878) Physical Properties SOP-0,64-02-01. 12/03/2013
Soprema,Inc.(PDM3511) Equivalency Declaration SA SMOOTH PLY 40 06/29/2015
UL,LLC(QUA9625) Quality Control Service Confirmation Exp.07/18/2020
4. PRODUCT DESCRIPTION:
4.1 Lastobond TU HT is a self-adhering, non-woven polyester fabriic surfaced, SBS modified bitumen roof
underlayment;meets ASTM D1970 and FRSA/TRI April 2012(04-12).
4.2 Lastobond Shield is a self-adhering, woven polyethylene surfaced,, SBS modified bitumen roof
underlayment available in two widths;36 and 45 inch;meets ASTM D1970.' ;J
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. l
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. Evaluation Report 518010.06.09-1111
Certificate of Authorization#9503 6"EDITION(2017)F6C NON-HVHZ EVALUATION FL2569-R13
Soprerna,Inc. Revision 11:10/06/2017
Page 2 of 8
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4.5 Lastobond Pro HIT-N is aself-adhering, woven polyethylene surface d,. 5135 modified bitumen roof�
underlayment available in two widths;36 and 45 inch;meets ASTM )1970.!, J
4.6 Lastobond Pro HT-S is a self-adhering, woven polyethylene surfaced, high temperature, SBS modified
bitumen roof underlayment;meets ASTM D1970.
4.7 Lastobond 195 is a self-adhering, glass-mat reinforced, sand-surfaced,'-SBS modified bitumen roof
underlayment;meets ASTM D1970.
4.8 Lastobond Eaves Protection Sheet is a self-adhering, glass-mat reinforced, sand'-surfaced, SBS modified
bitumen roof underlayment;meets ASTM D1970.
4.9 Lastobond Eco is a self-adhering, glass-mat reinforced, sand-surfaced, SBS modified bitumen roof
underlayment;meets ASTM D1970. ;l
4.10 Lastobond Smooth Seal HT is a self-adhering, glass-mat reinforced, film-surfaced, SBS modified bitumen
roof underlayment;meets ASTM D1970.
4.11 RESISTO LB1236 is a self-adhering, glass-mat reinforced, sand-surfaced, SBS modified bitumen roof
underlayment,with a 36-inch sheet width;meets ASTM D1970.
4.12 PrimeSource Grip-Rite Eave&Valley Protector is a self-adhering,glass-mat reinforced,sand-surfaced,SBS
modified bitumen roof underlayment,with a 36-inch sheet width;meets ASTM D1970.
4.13 RESISTO LB1244 is a self-adhering, glass-mat reinforced, sandlsurfaced, 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-surface d, SBS modified bitumen roof
underlayment;meets ASTM D1970 and FRSA/TRI April 2012(04-12).
5. LIMITATIONS:
5.1 This is a building code evaluation. Neither Trinity IERD nor Robert Nieminen, E. are, in any way, the
Designer of Record for any project on which this Evaluation Report, or previous(versions thereof, is/was
used for permitting or design guidance unless retained specifically for that purpose.
5.2 This Evaluation Report is notfor use in FBC HVHZ jurisdictions.
5.3 Fire Classification is not part of this report; refer to current Approved Roofing Materials Directory for fire
ratings of this product.
5.4 Soprema Roof Underlayments may be used with any prepared roof cover;where the product is specifically
referenced within FBC approval documents. If not listed, a request may be made to the Authority Having
Jurisdiction for approval based on this evaluation combined with supporting data for the prepared roof
covering.
5.5 Allowable Roof Covers:
TABLE 1:.RooFCOVER OPTIONS I1
Asphalt Nail-On Foam-01r Wood Shakes&
Underlayment Shingles Tile Tile IV(etal Shingles Slate
Lastobond TU HT Yes Yes . Yes I Yes I ' Yes Yes,
$ee 5.5.1
Lastobond Shield/Pro HT-N/RESISTO SA
SMOOTH PLY 40 Yes -N No: No 1!es Yes '.
Lastobond Shield HT/Pro HT-S Yes No I Yes Yes Yes
Lastobond Eaves Protection Sheet/
Lastobond 195 Yes No No Il; tIV0 - Yes Yes-
Lastobond ECO /RESISTO LB1236,Grip-
Rite Eave&Valley Protector/RESISTO Yes: No. _ No ;,No Yes Yes
LB 1244
Exterior Research and Design,LLC, .'Evaluation Report 518010.06.09-1111
Certificate of Authorization#9503 6n EDITION(2017)FBC NON-HVFIZ EVALUATION FL2569-R13
Soprema,Inc. Revision 11:10/06/2017
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_ -:TABLE 1"ROOF COVER OPTIONS... , Ih
Underlayment Asphalt Nail-On Foam-OnMei;,al Wood Shakes&
Slate
Shingles Tile Tile ,� Shingles
Lastobond Smooth Seal HT -Yes No._; No' ) ° Yep; Yes Yes.
Yes.. 1
Colphene FR GR Yes Yes I Ngo Yes Yes"
See 5,S.1 l
5.5.1 "Foam-On Tile"is limited to use of following Approved tile adhesives/underlayrnent combinations.
TABLE 1Q ALI OWABLE TILE.ADHESIVt UNDERLAYMENT CONIBINATIONSl II
Adhesive Florida Product Approval I Underlayments
Dow TileBond— FL22525 Lastobond TU HT
ICP Adhesives PolysetO AH-160 FL6332 Lastobond TU HT or C01phend FR GR
5.6 Allowable Substrates:
5.6.1 Direct-Bond to Deck:
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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,Lsstobond ECO, RESISTO
LB1236,Grip-Rite Eave&Valley Protector,RESISTO LB1244 or Lastobond Smooth!Seal HT applied to:
➢ Plywood; ASTM D41 primed plywood; OSB;ASTM D41 primed OSB; Southern!Yellow Pine;ASTM D41
Iprimed Southern Yellow Pine;ASTM D41 primed structural concrete.
Colphene FR GR applied to:
Plywood;ASTM D41 primed plywood;ASTM D41 primed structl ral concrete.
Note:
> While not required over plywood, OSB or Southern Yellowine substrates; Soprema recommends
priming with Elastocol Stick or Elastocol 600c if the final roof cover is not slated for installation within
24 hours. !
i Soprema requires tongue-and-groove board decking be covered with pl wood or OSB prior to
installation of the self-adhering underlayment.
5.6.2 Bond-to-Insulation:
Lastobond Shield, Lastobond Pro HT-N, RESISTO SA SMOOTH PLY 40, Lastobond Shield HT, Lastobond
Pro HT-S, Lastobond TU HT, Lastobond Eaves Protection Sheet, Lastobond 195, Lastobond ECO, RESISTO
1_61236,Grip-Rite Eave &Valley Protector, RESISTO LB1244, Lastobond Si�nooth�Seal HT or Colphene FR
GR applied to:
> 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 attlachment;shall ble designed by a qualified
design professional and installed based on testing of the insulation/unde;rlayme�nt system in-accordance
with FM 4474,Appendix D,Testing Application Standard TAS 1141 Appendix J or,161-1807.
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'Refer to Tile Manufacturer's or Adhesive Manufacturer's Florida Product Approval for oil verturning Mom Int Resistance Performance.
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Exterior Research and Design,LLC. Evaluation Report 518030.06.09-Rli
i Certificate ojAuthorization#9503 6'EDITION(2017)FBC NON-HVHZ EVALUATION 171.2569-1113
Soprema,Inc. Revision 11:10/06/2017
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5.6.3- Bond to Mechanically Attached Base Laver: I
Lastobond Shield, Lastobond Pro HT-N, RESISTO SA SMOOTH PLY 40, Lastobond Shield HT, Lastobond Pro
HT-S, Lastobond TU HT, Lastobond Eaves Protection Sheet, Lastobond 1,35, Lastobond ECO, RESISTO
LB1236,Grip-Rite Eave&Valley Protector, RESISTO LB1244,Lastobond Smooth Seal HT or Colphene FR GR
applied to:
i > ASTM D226,Type I or II 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-ons the systems (Wstobond TU HT only),
base layer shall be attached in accordance with FRSA/TRI April 2012(04-12)1
5.6.4 Wind Resistance for Underlayment Systems in Foam-On Tile Applicationsc 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 used in foam-on tile applications.
Maximum Design Pressure is the result of testing for wind load resistance based on allowable wind loads,
and reflects the ultimate passing pressure divided by 2 (the 2 to i1 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
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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-adhereld.
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#2 Maximum Design Pressure=-67.5 psf:
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Deck: Structural concrete to meet project requirements'to satisfaction of Authority Having
Jurisdiction.
Primer: Elastocol 600c ;I
Underlayment: Lastobond TU HT or Colphene FR GR,self-adhered.
#3 Maximum Design Pressure=-150.0 psf:
Deck: Min. 15/32-inch APA-rated BCX plywood (may be installed C-side up) to meet project
requirements to satisfaction of Authority HavinglJurisdiction.
Deck Preparation:Plywood shall be thoroughly cleaned to rem 11 dust and debris that may inhibit
adhesion. All sheathing fasteners shall be d liven flush with the surface. All sharp
splinters and wood projections shall be removed/sanded.
Primer: (Optional)RESISTO EXTERIOR PRIMER
Underlayment: Lastobond TU HT, self-adhered, shall be thoroughly,roll using hand roller and/or
weighted roller to ensure there are no voids, and ensure there;are no voids/bridging at
side and end-laps.
#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 D.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-adhe led
5.6.4.1 All other direct-deck, adhered Soprema underlayment systems beneath foam on tile systems carry a
Maximum Design Pressure of-45 psf.
Exterior Research and Design,LLC. Evaluation Report 518010.06.09-1111
Certificate ofAuthori:ation#9503 6"EDITION(2017)FBC NON-HVHZ EVALUATION � FL2569-1113
Soprema,Inc. Revision 11:10/06/2017
Page 5 of 8
r TRINITY 1ERD
5.6.4.2 For mechanically.attached Base Sheet,the maximum design pressulre for the selected assembly shall meet
or exceed that required under FRSA/TRI April 2012(04-12),AppenUIX A,Table 1A:�
Alternatively,the maximum design pressure for the selected assembly shall meet or exceed the Zone 1
design pressure determined in accordance with FBC 1609, In this case,;Zones 2 and 3 shall employ an
attachment density designed by a qualified design professional to resistd'sthe elevated pressure criteria.
Commonly used methods are ANSI/SPRI WD1, FM Loss Prevention Data Sheet 1-29 and Roofing
Application Standard RAS 117. Assemblies marked with an asterisk* carry the limitations set forth in
Section 2.2.10.1 of FM Loss Prevention Data Sheet 1-29(January 2016)for;Zone 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 or Lastobond
Pro HT-S shall not be left exposed for longer than 90-days after installation.;;,
Lastobond TU HT or Colphene FR GR shall not be left exposed for longer then 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,the m aximum roof slope shall
be as follows. These slope limitations can only be exceeded by using battens during loading of the roof
tiles. iJ
TABLE 2 TILE SLIPPAGE.LMITATIONS FOR DlRECT-.DECK TI dE INSTALLF1T10N5
Underlayment Tile Profile (Staging Method Maximum
II ! Slope
Flat M" ax.10-tile stack 6:12
Lugged Max.10-tile stack,j 5:12
Max.10-tile stack(bottom 2-tile stack
shall be inverted,followed by'I8 tiles high 6:12
on slope,as shown below).
t
Lastobond TU HT
Lugged
-K
Flat ,Max.10-tile stack t 5:12
Colphene FR GR
Lugged Max.10-tine stack) 6:12
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Exterior Research and Design,LLC. Evaluation Report 518010.06.09-1111
Certificate of Authorization#9503 6'EDITION(2017)FSC 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).
6 3 Lastobond:TU HT,Lastobond Shield,Lastobond Pro HT-N,-RESIST SA SMOOTH PLY 40,Lastobond Shield
AT,JLastobond Peo HT S,:Lastobond Eaves Protection.Sheet, Lastobondi10.5, Lastobond.;Eco, Lastob6 d
Smooth:Seal Ht RESISTO:.L81236,Grip Rite Eave&Valley-Protector,RES{STO 1_61244 or'Coiphene 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 24 hours.
Apply sheet parallel to the roof edge. Roll out approximately 10 ft of membrane and peel back the first 3
ft of release film.
Adhere the exposed part to the substrate and unroll the remaining membrane as far as possible.
Once the entire length of membrane is in place, peel-off the release film diagonally while holding the
membrane tight. Firmly roll the membrane into place to achieve a bond. '
Horizontal seams should be minimum 3-inches, configured to shed water. Vertical seams should be 6-
inches and staggered not less than 2-ft from vertical seams in 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 mailing iii 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 the release paper and center sheet
over valley or ridge. Drape and press sheet into place, working from the center"of the valley or ridge in
each direction. For valleys,apply the sheet starting at the lowest point and work upward.
6.3.3 Tile Applications(Lastobond TU HT or Colphene FR GR onlyl:
Reference is made to FRSA/TRI April 2012 (04-12) Installation Manual"and Table 1 herein, using the
instructions noted above as a guideline.
For foam-on tile applications,reference is made to Section 5.6.4 herein for wind resistance limitations that
fall outside the scope of FRSA/TRI April 2012(04-12). ;I
Tile shall be Loaded and staged in a manner that prevents tile slippage 11and/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 proF erly evaluate the installation of
this product.
Exterior Research and Design,LLC. Evaluation Report 518010.06.09-R11
Certificate of Authorization 09503 6"EDITION(2017)FBC NON-HVHZ EVALUATION FL2569-1113
Soprema,Inc. Revision 31:10/06/2017
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