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�[ Product Approval Menu>Product or Application Search>Application Lis[>Application Detail
Tl
>_3 FL# FL10674-R10
Application Type Revision
Code Version 2014
Application Status Approved
Comments
Archived
Product Manufacturer Owens Coming
Address/Phone/Email One Owens Coming Parkway
Toledo,OH 43659
(740)404-7829
greg.keeler@owenscoi,ning.com
Authorized Signature Greg Keeler
greg.keeler@owenscorning.com
Technical Representative Mel Sancrant
Address/Phone/Email 1 Owens Coming PKWY
Toledo,OH 43659
(419)376-8360
mel.sancrant@owenscomig.com
Quality Assurance Representative
Address/Phone/Email
Category Rooting
Subcategory Asphalt Shingles
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed
Florida Professional Engineer
4 Evaluation Report-Hardcopy Received
Florida Engineer or Architect Name who developed Robert J.M. Nieminen
the Evaluation Report
Florida License PE-59166
Quality Assurance Entity UL LLC
Quality Assurance Contract Expiration Date 08/20/2017
Validated By John W. Knezevich,PE
Validation Checklist- Hardcopy Received
Certificate of Independence FL10674 R10 COI 2015 01 COI Niemine�df
Referenced Standard and Year(of Standard) Standard Year
ASTM D3161 2009
ASTM D3462 2009
ASTM D7158 2008
Equivalence of Product Standards
Certified By
Sections from the Code
http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtBNbEY5 V%2... 9/15/2015
Florida Building Code Online Page 2 of 2
Product Approval Method Method 1 Option D
Date Submitted 04/22/2015
Date Validated 04/23/2015
Date Pending FBC Approval 04/25/2015
Date Approved 06/23/2015
Summary of Products
FL# Model,Number or Name Description
10674.1 Owens Coming Asphalt Roofing 3-tab,4-tab,5-tab,laminated,starter and hip&ridge
Shingles and Starters shingles
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL10674 R10 II 201504 FINAL ER OC ASPHALT
Approved for use outside HVHZ:Yes SHINGLES FL10674-R10.pdf
Impact Resistant:N/A Verified By: Robert I.M. Nieminen PE-59166
Design Pressure:N/A Created by Independent Third Party:Yes
Other:Refer to ER,Section S. Evaluation Reports
FL10674 R10 AE 2015 04 FINAL ER OC ASPHALT
SHINGLES FL10674-R.10.pdf
Created by Independent Third Party:Yes
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Contact Us::1940 North Monroe Street,Tallahassee FL 32399 Phone:850-487-1824
The State of Florida is an AA)EEO employer.Cooyrioht 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 mail.If you have any questions,please contact 850.487.1395.`Pursuant to
section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if
they have one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to
supply a personal address,please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under
Chapter 455,F.S.,please click here.
Product Approval Accepts:
El��' LE-1Z111
littp://www.floridabuildinc,.org/pr/pr app dtl.aspx?param=wGEVXQwtDqtBNbEY5V%2... 9/15/2015
EXTERIOR RESEARCH&DESIGN,LLC.
Certificate of Authorization#9503
353 CHRISTIAN STREET,UNIT#13
I ERD OXFORD,CT 06478
PHONE:(203)262-9245
FAX:(203)262-9243
EVALUATION REPORT
Owens Corning Evaluation Report 037940.02.12-R5
One Owens Corning Parkway FL10674-R10
Toledo,OH 43659 Date of Issuance:02/06/2012
Revision 5: 04/22/2015
SCOPE:
This Evaluation Report is issued under Rule 61620-3 and the applicable rules and regulations governing the use of
construction materials in the State of Florida.The documentation submitted has been reviewed by Robert Nieminen,P.E.for
use of the product under the Florida Building Code and Florida Building Code, Residential Volume. The products described
herein have been evaluated for compliance with the 5th Edition(2014)Florida Building Code sections noted herein.
DESCRIPTION: Owens Corning Asphalt Roof Shingles
LABELING: Labeling shall be in accordance with the requirements the Accredited Quality Assurance Agency noted herein.
CONTINUED COMPLIANCE: This Evaluation Report is valid until such time as the named product(s) changes, the referenced
Quality Assurance documentation changes, or provisions of the Code that relate to the product change. Acceptance of this
Evaluation Report by the named client constitutes agreement to notify Robert Nieminen, P.E. if the product changes or the
referenced Quality Assurance documentation changes. Trinity I 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 IERD Evaluated" may be displayed in
advertising literature. If any portion of the Evaluation Report is displayed,then it shall be done in its entirety.
INSPECTION: Upon request, a copy of this entire Evaluation Report shall be provided to the user by the manufacturer or its
distributors and shall be available for inspection at the job site at the request of the Building Official.
This Evaluation Report consists of pages 1 through 6.
Prepared by: The�,ttttltrn.,�
WZ
'y_4•ci C v SQ:r
facsimile
nserve h
orized by Robert Robert J.M.Nieminen,P.E. ,!ry`rJiQLytiyia`4 PF- 04/22/2015.This does notasanelectronicallysigned
w'✓a.u..�m�«'
Florida Registration No.59165,Florida DCAANE1983 document signed,sealed hardcopies have been transmitted to the
Product Approval Administrator and to the named client
CERTIFICATION OF INDEPENDENCE:
1. Trinity IERD does not have, nor does it intend to acquire or will it acquire, a financial interest in any company manufacturing or
distributing products it evaluates.
2. Trinity)ERD is not owned,operated or controlled by any company manufacturing or distributing products it evaluates.
3. Robert Nieminen,P.E.does not have nor will acquire,a financial interest in any company manufacturing or distributing products for
which the evaluation reports are being issued.
4. Robert Nieminen,P.E.does not have,nor will acquire,a financial interest in any other entity involved in the approval process of the
product.
5. This is a building code evaluation. Neither TrinitVI ERD nor Robert Nieminen, P.E. are, in any way,the Designer of Record for any
project on which this Evaluation Report,or previous versions thereof,is/was used for permitting or design guidance unless retained
specifically for that purpose.
TRINITY'ERR
ROOFING SYSTEMS EVALUATION:
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 Florida Building Code 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 2009
1507.2.7.1,R905.2.6.1 Wind Resistance ASTM D3161 2009
1507.2.7.1,R905.2.6.1 Wind Resistance ASTM D7158 2008
3. REFERENCES:
gngty Examination Reference Date
UL LLC(CER9626) Physicals&Wind Resistance File R2453,Vol.3 02/15/2007
UL LLC(CER9626) Physicals&Wind Resistance 20120516-112453 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
Miami-Dade(CER1592) FBC HVHZ Compliance Various NOAs Various
UL LLC (QUA9625) Quality Control Service Confirmation,R2453 Exp.08/20/2017
4. PRODUCT DESCRIPTION:
4.1 Asphalt Shingles:
4.1.1 Classic and Supreme are fiberglass reinforced,3-tab asphalt roof shingles.
4.1.2 Berkshire are fiberglass reinforced,4-tab asphalt roof shingles.
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,
TruDefinitionOakridge,Oakridge and WeatherGuard HP are fiberglass reinforced,laminated asphalt roof shingles.
4.2 Berkshire Hip & Ridge Shingles, High Ridge, Hip & Ridge with Sealant, WeatherGuard HP Hip & Ridge Shingles,
ProEdge Hip &Ridge Shingles and DuraRidge— Hip& Ridge Shingles are fiberglass reinforced, hip and ridge asphalt
roof shingles.
4.3 Starter Strip Plus and Starter Shingle Roll are starter strips for asphalt roof shingles.
S. LIMITATIONS:
5.1 This is a building code evaluation. Neither Trinity IERD nor Robert Nieminen, P.E. are, in any way,the Designer of
Record for any project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or
design guidance unless retained specifically for that purpose.
5.2 This Evaluation Report is not for use in the HVHZ.
5.3 Fire Classification is not part of this Evaluation Report; refer to current Approved Roofing Materials Directory for fire
ratings of this product.
5.4 Wind Classification:
5.4.1 All Owens Corning 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 us 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.
5.4.2 All Owens Corning hip&ridge shingles and Starter Strip Plus noted herein are Classified in accordance with FBC Tables
1507.2.7.1 and R905.2.6.1 to ASTM D3161,Class F,indicating the shingles are acceptable for us in all wind zones up to
Vasa=150 mph(V„it=194 mph). Refer to Section 6 for installation requirements to meet this wind rating.
Exterior Research and Design,LLC. Evaluation Report 037940.02.12-R5
Certificate of Authorizatian 119503 FL10674-R10
Revision 5:04/22/2015
Page 2 of 6
RIMY ERD
5.4.3 Classification by ASTM D7158 applies to exposure category B or C and a building height of 60 feet or less. Calculations
by a qualified design professional are required for conditions outside these limitations. Contact the shingle
manufacturerfor data specific to each shingle.
5.4.4 Refer to Owens Corning published information on wind resistance and installation limitations.
5.5 All products in the roof assembly shall have quality assurance audit in accordance with the Florida Building Code and
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 61620-3,per FBC Sections 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 manufacturer's current published instructions, using minimum
four(4)nails per shingle in accordance with FBC Sections 1507.2 or R905.2,with the following exceptions:
> Berkshire'shingles require minimum five(5)nails per shingle.
> WeatherGuard'HP shingles require minimum six(6)nails per shingle.
➢ Devonshire—shingles require minimum six(6)nails per shingle.
➢ Starter Strip Plus requires minimum five(5)nails per strip.
Refer to Owens Corning published information on wind resistance and installation limitations.
6.2.2 Fasteners shall be in accordance with the manufacturer's published requirements, but not less than FBC 1507.2.6 or
R905.2.5. Staples are not permitted.
6.2.4 Where the roof slope exceeds 21 units vertical in 12 units horizontal, special methods of fastening are required.
Contact the shingle manufacturer for details.
6.2.5 Minimum Nailing—Classic°&Supreme:
OM
Normal Mansard or Area para Normal Mansard or Area para
Wind Areas High Wind desvanes y Wind Areas High Wind desvanes y
Area para vientos normales Areas vientos fuerres [Area para vientos normales Areas vientos fuertes
`t. 2-1 {B r2. r; �1. IA) °'Z (�' 2- IB) r2. t.
�r tr �zt 72t
i
5"Exposure 5 5/8"Exposure
Exposition Exposition
6.2.6 Minimum Nailing—Berkshire®:
Sealant strip Soalanl strip
La tira do selrador La Iiia de-.Hadar
l---i � tf
9 Vt. 9 Y_i' 8Y:"
e
r -
°m.. e
2,a Asphalt roofing
Ceinento rlo Who do astafto
Exterior Research and Design,I.I.C. Evaluation Report 037940.02.12-115
Certificate of Authorization#9503 FL10674-R10
Revision 5:04/22/2015
Page 3of6
TRHTY ERD
6.2.7 Minimum Nailing—DevonshireT":
47
--
Nails
Nails Ten V Spots of Asphalt Roof Cement
6.2.8 Minimum Nailing—Duration®,TruDefinition® Duration,Duration®Premium Cool&TruDefinition® Duration Designer
Color Collection:
4 Nail Pattern6 Nail
Esquama do 4 cfavos Pattern
Esquema
sureflail6fastening ama-width de 6clavos SLlP- Eafra 61
Area de dawsftetbil,� ".13prb �2
I<— T.
AT33do Vil irem.
rows — —
72
5',"Exposuta Nails SW Exposure
5=,I pufg.de exposiddit Claws 5Vipufq.de axposicido WV EnrosureNails 51W,Exposure
5:4 ping.de exposfeiiin Cfavos 55r ixthj.de axPoslddn
6.2.9 Minimum Nailing—TruDefinition Oakridge®,Oakridge®:
4 Nail Oaftem 6 Nail Pattern
Esquema con 4 clavos Estruema con 6 clavos
w 12,
5 5J8!'Exposure 5 518"&PDsum
Nails Nails
FXP OsIdda d'.5.5/8 pulp. Claws ExposiciOa de 55519putg 55/9"Exposure Mayas 5 518"Exposti
Fxpogicbn de 5 5/9 pufg. Exposiddr?&5 5619 ping.
6.2.10 Minimum Nailing—WeatherGuardO HP:
I sing[ 111111do view
Vbw Arftvw
Fhatmm ThmLq*Nil Lin
cbwmfwmdo WCN-
Exterior Research and Design,LLC. Evaluation Report 037940.02.12-R!i
Certificate of Authorization#9503 FL10674-RI0
Revision 5:04/22/2015
Page 4 of 6
R"UNIERD
6.3 Hip&Ridge Shingles:
6.3.1 Installation of Berkshire' Hip and Ridge Shingles, High Ridge, Hip & Ridge with Sealant, WeatherGuard' HP Hip and
Ridge Shingles and ProEdge Hip&Ridge Shingles shall comply with the manufacturer's current published instructions,
using four(4)nails per shingle. Installation of DuraRidgel Hip&Ridge Shingles shall comply with the manufacturer's
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 FBC 1507.2.6 or
R905.2.5. Staples are not permitted.
6.3.3 Minimum Nailing—Berkshire®Hip&Ridge and High Ridge:
Fig.1 Fig.2
Preraiol�Nine \
Oicedi°n ;:l^\, \� o'•, 7oPVer.- SWeVieer
Naits . I Nals
_.'lam'— " run Lammalw
A Piece
i 1 4 1
e" 8i
Exposl
ue -1 i
~ I ul
\.i
6.3.4 Minimum Nailing—Hip&Ridge with Sealant:
ttem Fig. 2 - High Wind F akig panem
K W US).
rin-ii
i ShcIk'
and D � ard 2—i„
ealant -
T t Q qi,rr
��"Strsp
Fastening S Vs, 6"Exposure
Di ncA3:
q2o
6.3.5 Minimum Nailing—WeatherGuard®HP Hip and Ridge: e
Fig.C Hip&Ridge Shingle Fastening
Fig.A 4 ropftly
Preeau ngtlantl
galls v q \\ 1
•�, i i NaILs Na1L^
1 A
V b v V f
Exposure
-r-- -.— Eap°sure
�+
Exterior Research and Design,LLC. Evaluation Report 037940.02.12-115
Certificate of Authorization 119503 FL10674-R10
Revision 5:04/22/2015
Page 5 of 6
RINffYi
ER
6.3.6 Minimum Nailing-ProEdge Hip&Ridge Shingles:
Prevailing Standard
Wind DirectionFastening
Sca9ent Strip Pattern t
6°Exposure
12' I �—Sealant
Fasten Ph" 7'h 6"Exposure
Cover Exposed r
Fasteners with
Roof Cement I 72a ,
6.3.7 Minimum Nailing–Durallidge'm Hip&Ridge Shingles:
Note: The drawings below pertain to minimum, as-tested attachment requirements. Refer to Owens Corning
published installation instructions for their minimum requirements.
ProSaiSns��rd Dirccn Tap View
Dieoaion dxvinma du timc Vae en plan
Dirocdon do[vkntoprad-aninmw SII' Vimsupenor 1-Ie�
— ,Nail
S [lou
2.a 0 6wtnsComi -SurePlal' o `'i'"II
IT1.0
e .h
ti I I 1
�- il .
1 I a
l v
a a �Iv v
rtF;ae:> Via'�
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.
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;(414)248-6409;karen.buchmann(@ul.com
END OF EVALUATION REPORT-
Exterior Research and Design,U.C. Evaluation Report 037940.02.12-R5
Cer#ftcgte of Authorization#9503 FL10674-R10
Revision 5:04/22/2015
Page 6 of 6
Florida Building Code Online Page 2 of 2
r
Equivalence of Product Standards
Certified By
Sections from the Code
Product Approval Method Method 1 Option D
Date Submitted 06/29/2015
Date Validated 07/02/2015
Date Pending FBC Approval 07/09/2015
Date Approved 08/18/2015
Summary of Products
FL# Model, Number or Description
Name
2569.1 Soprema Roof Self adhering roof underlayments
Underlayments
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL2569 R10 H 2015_06 FINAL ER SOP--A CA UNDERLAY NTS FL2569-
Approved for use outside HVHZ:Yes R10.pdf
Impact Resistant:N/A Verified By: Robert Nieminen,P.E. PE-59166
Design Pressure:+N/A/-90 Created by Independent Third Party:Yes
Other: 1.)Refer to ER Section 5 for Evaluation Reports
Limits of Use.2.)The design pressure FL2569 R10 AE 2015 06 FINAL ER SOPREMA CA UNDERLAYMENTS FL2564-
noted herein pertains to underlayment R10.pdf
systems used beneath adhesive-set the Created by Independent Third Party:Yes
systems.Refer to ER Section S.6.4 for
details.
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Contact Us::1940 North Monroe Street,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 notsend
electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.`Pursuant to
Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if
they have one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to
supply a personal address,please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under
Chapter 455,F.S.,please click here.
Product Approval Accepts:
f i m
http://w-ww.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgsKQFEnckB 10... 8/19/2015
EXTERIOR RESEARCH&DESIGN,LLC.
Certificate of Authorization 49503
T � � 353 CHRISTIAN
OXFORD,,CT 6478
RINI
PHONE:(203)262-9245
FAX:(203)262-9243
EVALUATION REPORT
Soprema,Inc. Evaluation Report S18010.06.09-R8
1640 rue Haggerty FL2569-R10
Drummondville,Quebec J2C 5P8 Date of Issuance:06/15/2009
Canada Revision 8:06/29/2015
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 Building Code, Residential Volume. The
products described herein have been evaluated for compliance with the 5th Edition (2014) Florida Building Code
sections noted herein.
DESCRIPTION: Sop rema Roof Underlayments
LABELING: Labeling shall be in accordance with the requirements the Accredited Quality Assurance Agency noted herein.
CONTINUED COMPLIANCE: This Evaluation Report is valid until such time as the named product(s) changes, the referenced
Quality Assurance documentation changes, or provisions of the Code that relate to the product change. Acceptance of this
Evaluation Report by the named client constitutes agreement to notify Robert Nieminen, P.E. if the product changes or the
referenced Quality Assurance documentation changes. Trinity IERD requires a complete review of this Evaluation Report
relative to updated Code requirements with each Code Cycle.
ADVERTISEMENT: The Evaluation Report number preceded by the words "TrinitylERD Evaluated" may be displayed in
advertising literature. If any portion of the Evaluation Report is displayed,then it shall be done in its entirety.
INSPECTION: Upon request, a copy of this entire Evaluation Report shall be provided to the user by the manufacturer or its
distributors and shall be available for inspection at the job site at the request of the Building Official.
This Evaluation Report consists of pages 1 through 6.
Prepared by:
�t.nrrrn.
Ov�•-ho=�2a'sY' ��
Robert J.M. Nieminen P.E. Z. The facsimile seal appearing was authorized by Robert Nieminen,
P-E.on 06/29/2015.This does not serve as an electronically signed
i,tQ�::.......�:.4
Florida Registration No.59166,Florida DCA ANE1983 i,y,�`�O �t-�i.`•' document Signed,sealed hardmpies have been transmitted to the
,�Jlurrreni" Product Approval Administrator and to the named client
CERTIFICATION OF INDEPENDENCE:
1. TrinitvlERD does not have, nor does it intend to acquire or will it acquire, a financial interest in any company manufacturing or
distributing products it evaluates.
2. Trinity I ERD is not owned,operated or controlled by any company manufacturing or distributing products it evaluates.
3. Robert Nieminen,P.E.does not have nor will acquire,a financial interest in any company manufacturing or distributing products for
which the evaluation reports are being issued.
4. Robert Nieminen,P.E.does not have, nor will acquire,a financial interest in any other entity involved in the approval process of the
product.
5. This is a building code evaluation. Neither Trinity I ERD nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any
projection which this Evaluation Report,or previous versions thereof,is/was used for permitting or design guidance unless retained
specifically for that purpose.
�W ERD
ROOFING COMPONENT EVALUATION:
1. SCOPE:
Product Category: Rooting
Sub-Category: Underlayment
Compliance Statement: Roof Underlayments, as produced by Soprema, have demonstrated compliance with the following
sections of the Florida Building Code 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
1504.3.1 Wind Resistance FM 4474 2004
1507.2.4,1507.2.8,1507.2.9.2, Physical Properties ASTM D1970 2009
1507.4.5.1,1507.5.3,1507.7.3
1507.11.2 Physical Properties ASTM D6163 2000
1507.11.2 Physical Properties ASTM D6164 2005
1523.6.5.2.1 Physical Properties TAS 103 1995
TAS 110 Accelerated Weathering TAS 110 2000
1507.3.3 Installation Practice FRSA/TRI April 2012(04-12) 2012
3. REFERENCES:
Ent! 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 57120.11.07-2 11/02/2007
ERD(TST6049) ASTM D1970/TAS 110 513190.02.09-R1 04/01/2010
ERD(TST6049) ASTM D1970/TAS 110 S31370.03.10-1-R1 04/07/2010
ERD(TST6049) Physical Properties/Tensile Adhesion 511150.05.10-RS 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
ERD(TST6049) Physical Properties/Tensile Adhesion S43530.02.14-1 02/21/2014
ERD(TST6049) Physical Properties/Tensile Adhesion SOPC-SC7645.02.15 02/13/2015
ERD(TST6049) Physical Properties/Accelerated Weathering SOPC-SC8520.14 04/17/2015
M-D(CER1592) HVHZ Compliance 09-1005.02 11/04/2010
M-D(CER1592) HVHZ Compliance 13-0530.02 11/27/2014
ICC-ES(EVL2396) 2012,2009 and 2006 IBC Compliance ESR-1524 10/01/2014
PRI(TST5878) Physical Properties SOP-064-02-01 12/03/2013
Soprema,Inc(PDM3511) Equivalency Declaration SA SMOOTH PLY 40 05/29/2015
UL,LLC(QUA9625) Quality Control Service Confirmation Exp.10/16/2017
4. PRODUCT DESCRIPTION:
4.1 Lastobond TU HT is a self-adhering,non-woven polyester fabric surfaced,SBS modified bitumen roof underlayment.
4.2 Lastobond Shield is a self-adhering,woven polyethylene surfaced,SBS modified bitumen roof underlayment available
in two widths;36 and 45 inch.
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.
4.4 Lastobond Shield HT is a self-adhering,woven polyethylene surfaced, high temperature,SBS modified bitumen roof
underlayment.
4.5 Lastobond Pro HT-N is a self-adhering, woven polyethylene surfaced, SBS modified bitumen roof underlayment
available in two widths;36 and 45 inch.
4.6 Lastobond Pro HT-S is a self-adhering,woven polyethylene surfaced, high temperature, SBS modified bitumen roof
underlayment.
4.7 Lastobond 195 is a self-adhering,glass-mat reinforced,sand-surfaced,SBS modified bitumen roof underlayment.
Exterior Research and Design,U.C. Evaluation Report S18010.06.09-R8
Certificate of Authorization 119503 FL2569-R30
Revision 8:06/29/2015
Page 2 of 6
RININTY
ERD
4.8 Lastobond is a self-adhering,glass-mat reinforced,sand-surfaced,SBS modified bitumen roof underlayment.
4.9 Lastobond Eco is a self-adhering,glass-mat reinforced,sand-surfaced,SBS modified bitumen roof underlayment.
4.10 Lastobond Smooth Seal HT is a self-adhering, glass-mat reinforced, film-surfaced, SBS modified bitumen roof
underlayment.
4.11 RESISTO LB1236 is a self-adhering, glass-mat reinforced, sand-surfaced, SBS modified bitumen roof underlayment,
with a 36-inch sheet width.
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.
4.13 RESISTO LB1244 is a self-adhering, glass-mat reinforced, sand-surfaced, SBS modified bitumen roof underlayment,
with a 44-inch sheet width.
4.14 Colphene FR GR is a self-adhering,fiberglass reinforced,granule-surfaced,SBS modified bitumen roof underlayment.
4.15 Unilay (e) is a mechanically attached, polyester reinforced, granule-surfaced, SBS modified bitumen roof
underlayment.
S. LIMITATIONS:
5.1 This is a building code evaluation. Neither Trinity)ERD nor Robert Nieminen, P.E. are, in any way, the Designer of
Record for any project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or
design guidance unless retained specifically for that purpose.
5.2 This Evaluation Report is not for use in the HVHZ.
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 AHJ for approval based on this evaluation
combined with supporting data for the prepared roof covering.
5.5 Allowable roof covers applied atop the underlayments are follows:
TABLE 1:ROOF COVER OPTIONS
Underlayment Asphalt Nail-On Tile Foam-On Tile Metal Wood Shakes& Slate
Shingles Shingles
Lastobond TU HT Yes Yes Yes Yes Yes Yes
See 5.5.1
Lastobond Shield/Pro HT-N/ Yes No No No Yes Yes
RESISTO SA SMOOTH PLY 40
Lastobond Shield HT/Pro HT-S Yes No No Yes Yes Yes
Lastobond/Lastobond 195 Yes No No No Yes Yes
Lastobond,ECO ' RESiSTO'LB1236;w'
Gri -Rite Eave&Valle ProtecYo / Yes No No No Yes Yes
RESI & a
Lastobond Smooth Seal HT Yes No No Yes Yes Yes
Colphene FR GR Yes Yes Yes No Yes Yes
See 5.5.1
Unilay(e) Yes Yes Yes No No No
Batten Only See 5.5.1
5.5.1 "Foam-On Tile" is limited to use of the following adhesives unless tensile adhesion/long term aging data from an
accredited testing laboratory is provided.
Underlayment Adhesive(s)
Lastobond TU HT 3M 2-Component Foam Roof Tile Adhesive AH-160(FL6332)or Dow Chemical TileBond' Roof
Tile Adhesive(FL717)
Colphene FR GR 3M 2-Component Foam Roof Tile Adhesive AH-160(FL6332)
Unilay(e) 3M 2-Component Foam Roof Tile Adhesive AH-160(FL6332)
Exterior Research and Design,I.I.C. Evaluation Report 518010.06.09-RS
Certificate of Authorization#9503 FL2569-R10
Revision 8:06/29/2015
Page 3 of 6
T T ER
5.6 Allowable substrates are noted below:
5.6.1 Direct-Bond to Deck:
Lastobond Shield, Lastobond Pro HT-N, RESISTO SA SMOOTH PLY 40, Lastobond Shield HT or Lastobond Pro HT-S
applied to:
➢ Plywood; ASTM D41 primed plywood; OSB; ASTM D41 primed OSB; Southern Yellow Pine; ASTM D41 primed
Southern Yellow Pine;ASTM D41 primed structural concrete.
Lastobond TU HT, Lastobond, Lastobond 195, Lastobond ECO, RESISTO LB1236, Grip-Rite Eave &Valley Protector,
RESISTO LB1244 or Lastobond Smooth Seal HT applied to:
➢ Plywood;ASTM D41 primed plywood;OSB;ASTM D41 primed OSB;ASTM D41 primed structural concrete.
Colphene FR GR applied to:
r Plywood;ASTM D41 primed plywood;ASTM D41 primed structural concrete.
Note:
i While not required over plywood, OSB or Southern Yellow Pine substrates, Saprema recommends priming with
Elastocol Stick or Elastocol 600c if the final roof cover is not slated for installation within 24 hours.
➢ Soprema requires tongue-and-groove board decking be covered with plywood or OSB prior to installation of the
self adhering underlayment.
5.6.2 Bond-to-Insulation:
Lastobond TU HT, Lastobond Shield, Lastobond Pro HT-N, RESISTO SA SMOOTH PLY 40, Lastobond Shield HT,
Lastobond Pro HT-S or Colphene FR GR applied to:
➢ DensDeck DuraGuard;DensDeck Prime;SECUROCK 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,insulation attachment shall be designed by a qualified design professional and installed based on testing of
the insulation/underlayment system in accordance with FM 4474,Appendix D orTAS 114,Appendix J.
5.6.3 Bond to Mechanically Attached Base Laver:
Lastobond Shield, Lastobond Pro HT-N, RESISTO SA SMOOTH PLY 40, Lastobond Shield HT, Lastobond Pro HT-S or
Colphene FR GR applied to:
➢ 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-on tile systems,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: FRSA/TRI April 2012 (04-12) does not
address wind uplift resistance of all underlayment systems beneath foam-on the systems, where the underlayment
forms part of the load-path. The following wind uplift limitations apply to underlayment systems that are not
addressed in FRSA/TRI April 2012(04-12)and are used in foam-on tile applications. Maximum Design Pressure is the
result of testing for wind load resistance based on allowable wind loads, and reflects the ultimate passing pressure
divided by 2 (the 2 to 1 margin of safety per FBC 1504.9 has already been applied). Refer to FBC 1609 for
determination of design wind pressures.
5.6.4.1 Maximum Design Pressure=-45.0 psf.
Deck: Min.15/32-inch plywood to meet project requirements to satisfaction of AHJ.
Primer: (Optional)Elastocol Stick or Elastocol 600c
Underlayment: Colphene FR GR,self-adhered.
5.6.4.2 Maximum Design Pressure=-67.5 psf.
Deck: Structural concrete to meet project requirements to satisfaction of AHJ.
Primer: Elastocol 600c
Underlayment: Colphene FR GR,self-adhered.
Exterior Research and Design,LLC. Evaluation Report 518010.06.09-118
Certificate of Authorization#9503 FL2569-R10
Revision 8:06/29/2015
Page 4 of 6
TRINIMERD
5.6.4.3 Maximum Design Pressure=-60.0 psf.
Deck: Min.19/32-inch plywood to meet project requirements to satisfaction of AHJ.
Base Sheet: Sopra-G or Modified Sopra-G mechanically attached with nails(FBC 1517.5.1)and tin caps(FBC
1517.5.2)spaced 6-inch o.c.at the 4-inch laps and 6-inch o.c.in three,equally spaced rows in the
center of the sheet.
Underlayment: Colphene FR GR,self-adhered
5.6.4.4 Maximum Design Pressure=-90.0 psf.
Deck: Min.19/32-inch plywood to meet project requirements to satisfaction of AHJ.
Underlayment: Unilay(e)mechanically attached with Soprafix Polymer Batten Bar(PBB)or Soprafix Metal Batten
Bar (MBB) with Soprema #15-EL fasteners spaced 6-inch o.c. within the 5-inch wide, self-
adhering side laps. End laps are 6-inch wide and sealed using either heat-welding or hot-air
welding techniques.
5.7 Exposure Limitations:
5.7.1 Lastobond Shield, Lastobond Pro HT-N, RESISTO SA SMOOTH PLY 40, Lastobond, 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.
5.7.2 Lastobond Shield HT or Lastobond Pro HT-S shall not be left exposed for longer than 90-days after installation.
5.7.3 Lastobond TU HT or Colphene FR GR or Unilay(e)shall not be left exposed for longer than 180-days after installation.
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 or Elastocol 600c(if applicable).
6_3 Lastobond TU HT, Lastobond Shield, Lastobond Pro HT-N, RESISTO SA SMOOTH PLY 40, Lastobond Shield HT,
Lastobond Pro HT-S,Lastobond,Lastobond 195,Lastobond Eco,Lastobond Smooth Seal HT,RESISTO LB1236,Grip-
Rite Eave&Valley Protector,RESISTO LB1244 or Colphene FR GR:
6.3.1 Shall be installed in compliance with the requirements for ASTM D1970 underlayment in FBC Sections 1507 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 or Elastocol 600c 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-nailing in the overlap area at the top of the sheet
at 12-inch o.c.
For Valleys and Ridges: Cut underlayment into 4 to 6 foot lengths. Peel 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 only):
Reference is made to FRSA/TRI April 2012 (04-12) Installation Manual and Table 1 herein, using the instructions
noted above as a guideline.
For Colphene FR GR in foam-on the applications, reference is made to Section 5.6.4 herein for wind resistance
limitations.
Tile shall be loaded and staged in a manner that prevents tile slippage and/or damage to the underlayment.
Exterior Research and Design,LLC. Evaluation Report 518010.06.09-118
Certificate of Authorization#9503 FL2569-R10
Revision 8:06/29/2015
Page 5 of 6
f TRINTY
_ERD
6_4 Unila e :
6.4.1 Non-Tile Applications or Nail-On.Battened Tile Applications:
Reference is made to Table 1 herein and FRSA/TRI April 2012(04-12)Installation Manual(if applicable).
Apply sheet parallel to the roof edge and,starting at the eave with the selvedge-edge upslope,mechanically attach
the 5-inch wide selvedge-edge to the wood deck with nails and tin caps or round cap-nails spaced 36-inch o.c. Apply
the second course in a water-shedding manner with self-adhering side-laps. Vigorous hand or motorized roller
pressure is applied to the self-adhering laps to ensure a watertight application.
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.
Tile (if applicable) shall be loaded and staged in a manner that prevents tile slippage and/or damage to the
underlayment.
6.4.2'' Foam-On Tile Applications:
Reference is made to FRSA/TRI April 2012(04-12)Installation Manual and Table 1 herein.
Apply sheet parallel to the roof edge and,starting at the eave with the selvedge-edge upslope,mechanically attach
the 5-inch wide selvedge-edge to the wood deck Soprafix Polymer Batten Bar(PBB) or Soprafix Metal Batten Bar
(MBB)with Soprema#15-EL fasteners spaced 6-inch o.c. Apply the second course in a water-shedding manner with
self-adhering side-laps. Vigorous hand or motorized roller pressure is applied to the self-adhering laps to ensure a
watertight application.
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.
Tile shall be loaded and staged in a manner that prevents tile slippage and/or damage to the underlayment.
7. BUILDING PERMIT REQUIREMENTS:
As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of this product.
8. MANUFACTURING PLANTS:
Contact the manufacturer or the named QA entity for information on plants covered under Rule 61620-3 QA requirements.
9. QUALITY ASSURANCE ENTITY:
UL,LLC—QUA9625;(314)578-3406;k.chancellor@us.ul.com
-END OF EVALUATION REPORT-
Exterior Research and Design,LLC. Evaluation Report 518010.06.09-R8
Certificate of Authorization#9503 FLZ569-R10
Revision 8:06/29/2015
Page 6 of 6
Floiida Building Code Online rage 1 ut .4
P _ .
BCLS Meme Leg to User Registration Mut Topics Submit Surcharge Stats&Facts Pubficaticns F8G Staff SCIS Site Map Links Search
Business
rc�fessic�nalCAO
USV PubiiAs ��° '
. 9BL._a}N`-,amu> vice or3anfkation Sears>A29c00n t >APDiieatiaa Datil!
r-L.9 FL1046-117
Application Type Revision
Code Version 2014
Application Status Approved
Comments
Archived
Product Manufacturer Johns Manville t
Address/Phone/Email P.O.Box 5108
Denver,CO 80217
(303)978-4879
codes@jm.com
Authorized Signature Vanessa Tndarte-van der Plaat
codas@jm.com
Technical Representative
Address/Phone/Email h`
Quality Assurance Representative 1 WJ
Address/phone/Email
Category Roofing
Subcategory Modified Bitumen Roof System a
k
Is
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed
Florida Professional Engineer
4 Evaluation Report-Hardcopy Received
Florida Engineer or Architect Name who developed Robert Nieminen
the Evaluation Report
Florida License PE-59166
Quality Assurance Entity UL LLC
Quality Assurance Contract Expiration Date 10/22/2016
Validated By - -John W.-Knezevicli,PE—
Validation Checklist-Hardcopy Received
Certificate of Independence FL1O46 R7CO1 2015 01_90I Nieminen.pdf
Referenced Standard and Year(of Standard) Statidard Year
ASTM D6164 2005
ASTM D6222 2008
ASTM D6223 2002
ASTM D6509 2009
FM 4470 1942
FM 4474 2004
Equivalence of Product Standards
Certified By
Sections from the Code
http:/,/vsw-�,v.floridabuilding,org/pr/pr app_dtl.aspx?param=urGEVXQwtDquds.DrIH6I48... 11/11/2015
riui iutt nullultig luiue vilillle raga z ui a
Product Approval Method Method 1 Option D
Date Submitted 04/29/2015
Date Validated 04/30/2015
Date Pending FBC Approval 05/10/2015
Date Approved 06/23/2015
Summary of Products
FL# i Model,Number or Name Description
104G.1 Johns Manville APP Modified APP Modified Bitumen Roof Systems
Bitumen Roof Systems
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL1046 R7U 2015 04 FINAL Al ER 3M MOD B PP FL1046-
Approved for use outside HVHZ:Yes R7pdf
Impact Resistant:NIA Verified By:Robert Nieminen PE-59166
Design Pressure:+N/A/-315 Created by Independent Third Party:Yes
Other.1.)The design pressure noted herein pertains Evaluation Reports
to one specific assembly within the ER.Refer to the FL1046 R7 AE 2015 04 FINAL ER JM MODBIT APP FL1046-
ER Appendix for all systems and design pressure g7,pdf
limitations_2.)Refer to ER Section 5 for Limits of Use. Created by Independent Third Party:Yes
Back Ne
ont ct Us::1930 North Wnroe Stmet,Taliahassee F 32399 Phone:850-487.1824
The State of Florida is an AA/EEO employer.Cobyriah;M7-2013 State of Florida.::Privacy Statement;;Accessibility Statement::Poland Statment
Under Florida law,email addresses are public records.I you do not want your e-mail address released in response to a public-records request,do not send
elemanic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 950.487.1395.`Pursuant to
Section 455.275(1),Florida Statutes,effective October 1,2012,licensees hcensed under Chapter 455,F.S.must provide the Department with an email address if
they have one.The mads provided may be used for official communication with the licensee.However email address are public record.If you do not wish to
supply a personal address,Please prmride the Department with an email address which can be made avellable to the public.To determine if you are a I:censee under
Chapter 455,F.S.,please click here.
Product Approval Accepts:
Elia
Wcuritt
dUll M
http://w-vN.w.floridabuilding.Orcr/pr/pr_app_dtl.aspr`?param=xvGEVXQwtDqudsDrIHEI48... 11/11/2015
TRINITY ER®
TABLE IC: WOOD DECKS—NEW CONSTRUCTION,REROOF(TEAR-OFF)OR RECOVER
SYSTEM TYPE C: MECHANICALLY ATTACHED INSULATION,BONDED ROOF COVER
System Deck Top Insulation Layer Roof Cover
Base Insulation Layer MDP(psf)
No. (See Note 1) Type Fasteners Attach Base Ply Cap
W-5 Min.19/32- One or more layers,any combination, Min.0.75-inch Fesco Board or min.0.5-inch Retro- See Note 2 1 per 2 ft1 BNAA (Optional) APP-TA -45.0•
inch plywood loose laid Fit Board or DuraBoard APP-TA
i
TABLE 1D:WOOD DECKS—NEW CONSTRUCTION,REROOF(TEAR-OFF)OR RECOVER
SYSTEM TYPE D: PRELIMINARILY ATTACHED INSULATION,MECHANICALLY ATTACHED BASE SHEET,BONDED ROOF COVER
System Deck Insulation Layer(s) Base Sheet Roof Cover MDP(psfJ
Slip Sheet
No. (See Note 1) Type Attach Base Fasteners Attach Ply Cap
(Optional)one or more One or more JM APP Base, 12-inch o.c,In 4-inch lap and
Min.19/32- Prelim (Optional)
W-6 inch plywood layers PermaPly 28,loose laid layers,any Attach PermaPly 28,Glasbase See Note 2 18-inch o.c.in two,equally APP TA APP-TA -45.0"
below or above insulation combination Plus or Ventsulation spaced,staggered center rows
(Optional)One or more One or more High Load Fasteners 18-inch o.c,within the min.4-
Min.15/32- DynaFast 180 HW or (Optional)
W-7 layers PermaPly 28,loose laid layers,any Loose-laid and APB Plates or Inch wide,heat-welded side { p ) APP-TA -45.0•
Inch plywood below or above insulation combination DynaFast 250 HW High Load Plates laps. APP-TA
i
28
Min.19/32- .
Optional)One or more One or more Prelim Two plies PermaPly 9-Inch o.c.In 4-Inch lap and 12- '
W-8 lay ermaPly al d layers,any See Note 2 inch o.c.in o,equally {O do ) APP-TA -52.5
Inch plywood tb insulation combination Attach or Ventsulation spaced,staggered center rows
(Optional)One or more One or more High Load Fasteners. 9-inch o.c.within the min.4-
W-9 Min.15/32- layers PermaPly 28,loose laid layers,min.1- Loose-laid DynaFast 180 HW or and APB Plates or inch wide,heat-welded side (Optional) APP-TA -60.0
inch plywood below or above Insulation inch,any DyhaFast 250 HW High Load Plates laps. APP-TA
combination
One or more High Load LH
Min.15/32- (Optional)One more layers,min.1- DynaFast 180 HW or through 1-inch wide ch o.wide,,c.hwithin the min.4-
2 n
layers PermaPly 28 (Optional)
W-10 Inch plywood ,loose laid inch,any Loose laid DynaFast 250 HW JM Polymer Ich at-welded side APP-TA APP-TA 82.5
below or above insulation combination Membrane Batten laps.
I
I
II
Exterior Research and Design,I.I.C.d/b/a Trinity(ERD Evaluation Report J9340.07,08-R4 for F1.1046-117
Certificate ofAuthorization#9503 Revision 4:04/28/2015
Prepared by: Robert Nteminen,PE-59166 Appendix 1,Page 4 of 21
TRINITY.ERD
APPENDIX 1:ATTACHMENT REQUIREMENTS FOR WIND UPLIFT RESISTANCE
Table Deck Application Type Description - Page
1A-1 Wood New,Reroof(Tear-Off) A-2 Mech.Attached Anchor Sheet,Bonded Insulation,Bonded Roof Cover 3
IA-2 Wood New,Reroof(T,ar-Off),Recover A-2 Mech,Attached Anchor Sheet,Bonded Insulation Bonded Roof Cover 3
18 Wood New,Reroof(Tear-Off),Recover B Mech.Attached Base Insulation,Bonded Top insulation)Bonded Roof Cover 3
1C Wood New,Reroof(Tear-Off),Recover C Mech,Attached Insulation,Bonded Roof Cover 4
1D Wood New,Reroof(Tear-Off),Recover D Prelim.Attached insulation,Mech.Attached Base Sheet,Bonded Roof Cover 4
IE-1 Wood New,Reroof(Tear-Off) E Non-Insulated,Mech,Attached Base Sheet,Bonded Roof Cover 5
IE-2 Wood New,Reroof(Tear-Off),Recover E Non-Insulated,Mech.Attached Base Sheet,Bonded Roof Cover 5
2A Steel or Conc. New,Reroof(Tear-Off),Recover B Mech.Attached Base Insulation,Bonded Top Insulation!,Banded Roof Cover 6-10
2B Steel or Conc New,Reroof(Tear-Off),Recover C Mech.Attached Insulation,Bonded Roof Cover j 11
2C Steel or Conc. New;Reroof(Tear-Off),Recover D Prelim.Attached insulation,Mech.Attached Base Sheet,Bonded Roof Cover 12
3A Concrete New,Reroof(Tear-Off) A-1 Bonded Insulation,Bonded Roof Cover j 13-14
38 Concrete New,Reroof(Tear-Off) F Non-insulated,Bonded Roof Cover i 14
4A-1 LWIC New,Reroof(Tear-Off) A-1 Bonded Insulation,Bonded Roof Cover j IS
4A-2 LWiC New,Reroof(Tear-Off) A-2 Mech.Attached Anchor Sheet,Bonded Insulation,Bonded Roof Cover 16-17
4B LWIC New,Reroof(Tear-Off) E Non-Insulated,Mech.Attached Base Sheet,Bonded Roof Cover 18
SA CWF New,Reroof(Tear-Off),Recover E Non-Insulated,Mech.Attached Base Sheet,Bonded Roof Cover 19
6A Gypsum Reroof(Tear-Off) A-1 Bonded insulation,Bonded Roof Cover 1 19
68 Gypsum Reroof(Tear-Off) E Non-insulated,Mech.Attached Base Sheet,Bonded Roof Cover 19
7 Various Recover A-1 Bonded insulation,Bonded Roof Cover 20-21
The following notes apply to the systems outlined herein:
1. The roof system evaluation herein pertains to above-deck roof components:deck-attachment details pertain to 'as-tested'conditions under TAS 114,Appendix J. Roof decks and structural members shall be in
accordance with FOC requirements to the satisfaction of the AHJ, Load resistance of the roof deck shall be documented through proper codified and/or FBC Approval documentation.
2. Unless otherwise noted,fasteners and stress plates for insulation attachment shall be as follows. Fasteners shall be of sufficient length for the following engagements:
);, Wood Deck: UltraFast Fasteners or All Purpose Fasteners with Ultra Fast Metal Plates. Mlnlmum 0.75-inch plywood penetration or minimum 1-inch wood plank embedment.
> Steel Deck: UltraFast Fasteners or All Purpose Fasteners with Ultra Fast Metal Plates. Minimum 0.75-inch steel penetration and engage the top flute of the steel deck.
> Concrete Deck: All Purpose Fasteners with UltraFast Metal Plates or Struct cont.Fasteners with UltraFast Metal Plates(flat bottom only), Minimum I-inch embedment. Fasteners installed with a pilot
hole in accordance with the fastener manufacturer's published installation Instructions. 1
3. Unless otherwise noted,insulation may be any one layer or combination of polyisocyanurate,polystyrene,wood fiberboard,perlite,gypsum-based roof board,Invinsa Roof Board or lnvinsa Foam that meets the QA
requirements of F.A.C.Rule 61G20-3 and is documented as meeting FOC 1505.1 and,for foam plastic,FBC Chapter 26,when installed with the roof cover,
4. Unless otherwise noted,insulation adhesive application rates areas follows. Ribbon or bead width is at the time of application:the ribbons/beads shall expand as noted in the manufacturer's published instructions.
> Hot asphalt(HA): Full coverage at 25-30 lbs/square
> JM MBR Bonding Adhesive(MBR-BA): Continuous 0.75-inch wide ribbons,12-inch o,c,or full coverage at 2.0 gallsquare
> JM Two-Part Urethane Insulation Adhesive(UTA-TWO-PART): Continuous 0,75-Inch wide ribbons,12-inch o.c. Note:JM Green Two-Fart Urethane Insulation Adhesive may be used where U1A-TWO-FART is
referenced.
> JM Roofing System Urethane Adhesive(RSUA): Continuous 0.5 to 0,75-inch wide ribbons,12-Inch o,c.
> 3M CR-20: Continuous 2.5 to 3.5-inch ribbons,12-inch o.c.
> Note:When multiple loyers(s)of insulation and/or coverbeard are installed In ribbon-applied adhesive,adhesive ribbons shall be staggered from la er-to-layer a distance of ane-half the ribbon spacing.
> Note: The maximum edge distance from the adhesive ribbon to the edge of the Insulation board shall be not less than one-half the'speclfied ribbons spacing.
Exterior Research and Design,LLC.d/b/a Trinity)ERD Evaluation Report 19340.07.08-114 for FL1046-117
Certificate ofAuthorization 119503 Revision 4.,04/28/2015
Prepared by: Robert Nieminen,PE-59166
� Appendix 1r Page 1 of 21
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TRI 'CITY.ERD
APPENDIX 1:ATTACHMENT REQUIREMENTS FOR WIND UPLIFT REsistmce
Table Deck Application Type Description - - Page
1A-1 Wood New,Reroof(Tear-Off) A-2 Meth.Attached Anchor Sheet,Bonded Insulation,Bonded Roof Cover 3
1A-2 Wood New,Reroof(Tgar-Off),Recover A-2 Mach,Attached Anchor Sheet,Bonded Insulation,Bonded Roof Cover 3
1B Wood New,Reroof(Tear-Off),Recover B Mech.Attached Base Insulation,Bonded Top Insulation Bonded Roof Cover 3
1C Wood New,Reroof(Tear-Off),Recover C Mech.Attached Insulation,Bonded Roof Cover i 4
1D Wood New,Reroof(Tear-Off),Recover D Prelim.Attached insulation,Mech.Attached Base Sheet,Bonded Roof Cover 4
1E-1 Wood New,Reroof(Tear-Off) E Non-insulated,Mech.Attached Base Sheet,Bonded Roof Cover 5
1E-2 Wood New,Reroof(Tear-Off),Recover E Non-Insulated,Mech.Attached Base Sheet,Bonded Roof Cover 5
2A Steel or Conc. New,Reroof(Tear-Off),Recover B Mech.Attached Base Insulation,Bonded Top insulatlon,Bonded Roof Cover 6-10
2B Steel or Conc. New,Reroof(Tear-Off),Recover C Mech,Attached Insulation,Bonded Roof Cover 1 11
2C Steel or Conc. New,Reroof(Tear-Off),Recover D Prelim.Attached insulation,Mech.Attached Base Sheet,Bonded Roof Cover 12
3A Concrete New,Reroof(Tear-Off) A-1 Bonded Insulation,Bonded Roof Cover 13-14
38 Concrete New,Reroof(Tear-Off) F Non-insulated,Bonded Roof Cover 24
4A-1 LWiC New,Reroof(Tear-Off) A-1 Bonded Insulation,Bonded Roof Cover ; 15
4A-2 LWIC New,Reroof(Tear-Off) A-2 Mech.Attached Anchor Sheet,Banded Insulation,Bonded Roof Cover 16-17
4B LWIC New,Reroof(Tear-Off) E Non-insulated,Mech.Attached Base Sheet,Bonded Roof Cover 18
5A CWF New,Reroof(Tear-Off),Recover E Non-Insulated,Mech.Attached Base Sheet,Bonded Roof Covet 19
6A Gypsum Reroof(Tear-Off) A-1 Bonded Insulation,Bonded Roof Cover 19
68 Gypsum Reroof(Tear-Off) E Non-insulated,Mech.Attached Base Sheet,Bonded Roof Cover 19
7 Various Recover A-1 Bonded Insulation,Bonded Roof Cover i 20-21
The following notes apply to the systems outlined herein: i
1. The roof system evaluation herein pertains to above-deck roof components;deck-attachment details pertain to'as-tested'conditions under TAS 114,'Appendix J. Roof decks and structural members shall be in
accordance with FBC requirements to the satisfaction of the AHJ. Load resistance of the roof deck shall be documented through proper codified and/or FBC Approval documentation.
2. Unless otherwise noted,fasteners and stress plates for Insulation attachment shall be as follows. Fasteners shall be of sufficient length for the following engagements:
> Wood Deck: UltraFast Fasteners or All Purpose Fasteners with UltraFast Metal Plates. Minimum 0.7S-inch plywood penetration or minirnium 1-inch wood plank embedment.
> Steel Deck: UltraFast Fasteners or All Purpose Fasteners with UltraFast Metal Plates. Minimum 0.75-inch steel penetration and engage the top flute of the steel deck,
> Concrete Deck: All Purpose Fasteners with UltraFast Metal Plates or Strutt cone,Fasteners with UltraFast Metal Plates(flat bottom only). Minimum 1-inch embedment. Fasteners installed with a pilot
hole In accordance with the fastener manufacturer's published installation Instructions.
3. Unless otherwise noted,Insulation may be any one layer or combination of polyisocyanurate,polystyrene,wood fiberboard,perlite,gypsum-based roof�oard,Invinsa Roof Board or lnvinsa Foam that meets the QA
requirements of F.A.C.Rule 61G20-3 and is documented as meeting FBC 1505.1 and,for foam plastic,FBC Chapter 26,when installed with the roof cover, I
4. Unless otherwise noted,Insulation adhesive application rates areas follows. Ribbon or bead width Is at the time of applicatlon;the ribbons/beads shall expand as noted in the manufacturer's published instructions.
> Hot asphalt(HA): Full coverage at 25-30 lbs/square
> JM MBR Bonding Adhesive(MBR-BA): Continuous 0.75-inch wide ribbons,12-inch o.c,or full coverage at 2.0 gal/square
> JM Two-Part Urethane Insulation Adhesive(UTA-TWO-PART): Continuous 0.75-Inch wide ribbons,12-inch o.c. Note:JM Green Two-Part Urethane Insulation Adhesive may be used where UTA-TWO-PART is
referenced.
> JM Roofing System Urethane Adhesive(RSUA): Continuous 0.5 to 015-Inch wide ribbons,12-Inch o,c.
> 3M CR-20: Continuous 2.5 to 3.5-inch ribbons,12-inch o.c. i
> Note:When multiple loyers(s)of insulation and/orcoverboard are Installed In ribbon-applied adhesive,adhesive ribbons shall be staggered from foyer-ta-layer a distance of one-half the ribbon spacing.
> Note: The maximum edge distance from the adhesive ribbon to the edge of the Insulation board shall be not less than one-half the specified ribbon,spacing,
Exterior Research and Design,LLC.d/b/a Trinity)ERD Evaluation Report 19340.07.08-R4 for FL1046-R7
Certificate ofAuthorization#903 Revision 4:04/28/2015
,Prepared by: Robert Nieminen,PE-59166 Appendix 1j Page 1 of 21
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TRIM-ff ERD
S. Unless otherwise noted,all insulations.are flat stock or taper board of the minimum thickness noted. Tapered polyisocyanurate at the following thicknesslimitations maybe substituted with the following Maximum
Design Pressure(MDP)limitations. In no case shall these values be used to'increase'the MDP listings in the tables;rather if MDP listing below meets or Exceeds that listed for a particular system in the tables,then
the thinner board listed below may be used as a drop-in for the equivalent thicker material listed in the table:
"r JM Two-Part Urethane Insulation Adhesive(UTA-TWO-PART): MDP -315.0 psf (Min.0,5-inch thick)
➢ JM Roofing System Urethane Adhesive(RSUA): MDP -157.5 psf (Min.0.5-inch thick)
Y 3M CR-20: MDP -117.5 psf (Min.1.0-inch thick)
6. Bonded polyisocyanurate insulation boards shall be maximum 4 x 4 ft.
7. For mechanically attached components or partially bonded insulation,the maximum design pressure for the selected assembly shall meet or exceed the!Zone 1 design pressure determined in accordance with FBC
Chapter 16,and Zones 2 and 3 shall employ an attachment density designed by a qualified design professional to resist the elevated pressure criteria.!Commonly used methods are RAS 117 and FM LPDS 1-29.
Assemblies marked with ah asterisk`carry the limitations set forth In Section 2.2.1.5.1(a)of FM LPDS 1-29 fo?Zone 2/3 enhancements. '
8. For assemblies where all components are fully adhered,the maximum design pressure for the selected assembly shall meet or exceed critical design pressure determined in accordance with FBC Chapter 16,and no
rational analysis is permitted.
9. For mechanically attached components over existing decks,fasteners shall be tested in the existing deck for withdrawal resistance. A qualified design professional shall review the data for comparison to the
minimum requirements for the system. Testing and analysis shall be in accordance with TAS 105 or ANSI/SPRI FX-1.
10. For existing substrates in a bonded recover Installation,the existing roof surface shall be examined for compatibility and bond performance with the selected adhesive,and the existing roof system shall be capable of
resisting project design pressures on its own merit to the satisfaction of the AHJ,as documented through field uplift testing in accordance with ASTM E907,iFM LPDS 1-52,ANSI/SPRI IA-1 or TAS 124.
11. LWIC shall be cast in accordance with FBC Section 1917 to the satisfaction of the Authority Having Jurisdiction, For systems where specific LWIC is referenced,refer to current LWIC Product Approval for specific deck
construction and limitations. For systems where specific LWIC Is not referenced,the minimum design mix shall be 300 psi. In all cases,the minimum top-c at thickness is 2-inches. For LWIC over structural concrete,
reference is made to FBC Section 1917.4.1,Point 1.
12. Unless otherwise noted,refer to the following references for bonded base,ply or cap sheet applications.
Johns Manville Roof Covers
Reference Layer Material Application
BP-AA Base GlasBase Plus,PermaPly 28
(Base and Ply sheets,Asphalt Applied) Ply GlasPly IV,GlasPly Premier,GlasBase Plus,PermaPly 28 Hot asphalt a[20-40 lbs/square
BP-CA1 Base GlasBase Plus,PermaPly 28 JM MBR Cold Application Adhesive at
(Base and Ply sheets,Cold-Applied,1-part) Ply GlasPly IV,GlasPly Premier,GlasBase Plus,PermaPly 28 1.5 to 2.0 gal/square
APP-TA Base/Ply JM APP Base,APPeX 4S Torch applied
(APP,Torch-Applied) Cap APPeX 4S,APPeX 4.SM,APPeX 4,SM FR,APPeX 4.5M FR CR,Tricor S,Tricor M FR,Tricor M FR CR
APP-CA3 Base/Ply JM APP Base JM MBR Cold Application Adhesive at
(APP,Cold-Applied,1-part) Cap Tricor M FR,Tricor M FR CR 1.5 to 2.0 gal/square
APP-CA2 Base/Ply I JM APP Base JM MBR Bonding Adhesive at 1.5 to 2.0
(APP,Cold-Applied,2-part) Cap I Tricor M FR,Tricor M FR CR gal/square
13. "MDP"=Maximum Design Pressure is the result of testing for wind load resistance based on allowable wind loads.Refer to FBC 1609 for determination of dnslgn wind loads.
Exterior Research and Design,I.I.C.d/b/a Trinity)ERD Evaluation Report J9340.07.08-R4 for FL1046-R7
Certificate of Authorization#9503 Revision 4:04/28/2015
Prepared by: Robert Nieminen,PE-59166 Appendix 1,Page 2 of 21
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FL# FL2569-R10
- Application Type Revision
Code Version 2014
Application Status Approved
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Archived
Product Manufacturer Soprema,Inc. (Canada)
Address/Phone/Email 1640 rue Haggarty
Drummondville, NON-US 00000
(819)478-2400 Ext 3327
memath ieu@soprema.ca
Authorized Signature Marc-Etienne Mathieu
memathieu@soprema.ca
Technical Representative Marc-Etienne Mathieu
Address/Plione/Email 1688 lean-Berchmans-Michaud
Drummondville,NON-US 00000
(819)478-2400 Ext 3327
memath ieu@soprema.ca
Quality Assurance Representative Jean-Francois Cote,Ph.D.
Address/Phone/Email 1640 rue Haggarty
Drummondville
(888)811-3145
jfcote@soprema.ca
Category Roofing
Subcategory Underlayments
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
the Evaluation Report
Florida License PE-59166
Quality Assurance Entity UL LLC
Quality Assurance Contract Expiration Date 10/16/2017
Validated By John W. Knezevich,PE
:/ Validation Checklist- Hardcopy Received
Certificate of Independence FL2569 R10 COI 2015 01 COI Mieminen.pddf
Referenced Standard and Year(of Standard) Standard Year
ASTM D1970 2009
ASTM D6163 2000
ASTM D6164 2005
'FM 4474 2004
FRSA/TRI April 2012(04-12) 2012
TAS 103 1995
TAS 110 2000
http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=:,�vGEVXQwtDgsKQFEnckB 10... 8/19/2015