HomeMy WebLinkAboutProduct Approval EXTERIOR RESEARCH&DESIGN,LLC.
'��/ Certificate of Authorization#9503
STREET,UNIT#13 TRINI 1 1 ERD 353 CHRISTIAOX ORD,CT 06478
(203)262-9245
EVALUATION REPORT
Owens Corning Evaluation Report 037940.02.12-R8
One Owens Corning Parkway FL10674-R13
Toledo,OH 43659 Date of Issuance:02/06/2012
(740)404-7829 Revision 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 Building Code, Residential Volume. The
products described herein have been evaluated for compliance with the 6th 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 Assurance 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 product(s) changes, the
referenced Quality Assurance documentation changes, or provisions of the Code that relate to the product change.
Acceptance of this Evaluation Report by the named client constitutes agreement to notify Robert Nieminen, P.E. if the
product changes or the referenced Quality Assurance documentation changes. Trinity!ERD requires a complete
review of this Evaluation Report relative to updated Code requirements with each Code Cycle.
ADVERTISEMENT: The Evaluation Report number preceded by the words "Trinity I ERD Evaluated" may be displayed in
advertising literature. If any portion of the Evaluation Report is displayed,then it shall be done in its entirety.
INSPECTION: Upon request, a copy of this entire Evaluation Report shall be provided to 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: ,,J�,�1Rni2",,
The facsimile seal appearing was authorized byRobert
Robert J.M.Nieminen,P.E. . pp g
Florida Registration No.59166,Florida DCA ANE1983 i //"'ntt"it' Nieminen,P.E.on 10/09/2017.This does not serve as an
electronically signed document.
CERTIFICATION OF INDEPENDENCE:
1. Trinity'ERD 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'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.
QT`RINIIY ERD
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 6th Edition (2017) 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 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:
Enti 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 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 Durations, TruDefinitioe Durations, Duration Premium Cool, TruDefinition® Durations Designer Color
Collection, TruDefinition®Oakridge, 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 DuraRidgem Hip&Ridge Shingles are fiberglass reinforced,hip and ridge asphalt roof shingles.
4.3 Accessory Starter Strips:
4.3.1 Starter Strip Shingle,Starter Strip Plus and Starter Shingle Roll are starter strips for asphalt roof shingles.
5. 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 FBC HVHZ jurisdictions.
5.3 Fire Classification is not part of this Evaluation Report;refer to current Approved Roofing Materials Directory
for fire ratings of this product.
Exterior Research and Design,LLC. Evaluation Report 037940.02.12-R8
Certificate of Authorization#9503 6'"EDITION(2017)FBC NON-HVHZ EVALUATION FL10674-R13
Owens Coming Asphalt Roof Shingles Revision 8:10/09/2017
Page 2 of 8
TRINITY ERD
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 03161,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 mph). Refer to Section 6 for installation
requirements to meet this wind rating.
5.4.2 All Owens Corning hip & ridge shingles, Starter Strip Shingle and 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 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 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 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 R905.2.6, 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 Shingle and Starter Strip Plus require 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. See figures below for details.
6.2.5 Minimum Nailing—Starter Strip Shingle and Starter Strip Plus:
Felt underlaymentV-41.... DeckA. Feltunderlaymem oI/ Deck Sdtadhered
•�� WeatherLockr�
iii
Self-adhered 2 underlayment
✓lj WeatherLocko
N'O
Ake underlayment
i.
ed9 ���Ap Drip edge elle— � r`Drip edge
a.
Naas located
®� Nails located ®� 2'�'from cave
2-3"from cave
Install first Self-sealing adhesive Setlnealing adhesive
Starter SVtrrrpp positioned along eave
Install Brromo ender Strip plus ® positioned along cave
shingle with \
6"removed \ l/4"-Ya" StarterPlus overhangs Strip shingle overhangs eaves and rakes Strip eaves and rakes 1/4"-3/4"
1
Exterior Research and Design,LLC. Evaluation Report 037940.02.12-R8
Certificate of Authorization#9503 6T"EDITION(2017)FBC NON-HVHZ EVALUATION FL10674-R13
Owens Coming Asphalt Roof Shingles Revision 8:10/09/2017
Page 3 of 8
QII
TRINITY ERD
6.2.6 Minimum Nailing—Classic®&Supreme:
Normal Mansard or Area pare Normal Mansard or Area pare
Wind Areas High Wind desvanes y Wind Areas High Wind desvanes y
Area para vientos normales Areas vientos fuertes Area pare vientos normeles Areas vientos fuertlejs
—
EMMEN 111.1..11
5"Exposure 5 5/8"Exposure
Exposieidn Exposieidn
6.2.7 Minimum Nailing—Berkshire®:
Sealant strip Sealant strip
/La tirade sellador /La t6a de sellador
7" c 81/2" • 9 IT • 9 ST a S '} "so." 8th" 8 W 8 W }
l„ t"J 1 1"1111111k,
Standard Fastening Pattern 6-Nail Fastening Pattern
Sealant strip
La lira de sellador
•E-� 8Yf r •f—a • •e—s 8Y' •�—8Yt'�•8%'
41/4k
'"
0
T.
2" Asphalt roofing cement
Cemento tie techo de astalto
Mansard or Steep Slope Fastening Pattern
Exterior Research and Design,LLC. Evaluation Report 037940.02.12-R8
Certificate of Authorization 119503 6T"EDITION(2017)FBC NON-HVHZ EVALUATION FL10674-R13
Owens Coming Asphalt Roof Shingles Revision 8:10/09/2017
Page 4 of 8
QC
• TRINITY ERD
6.2.8 Minimum Nailing—Devonshire':
1 1
't+ E, 7" 8"r 8" 8" 7"
Naf
,,` .■ ava5 .� r
5.5/8"exposure 1F �� � �� r•
1+
Exposiexp de 5.518 pulg Sealant location
Ubicacibn del sellador r Miltir1111111
Ten 1"Spots of Asphalt Roof Cement
Standard 6-Nail Fastening Pattern Mansard or Steep Slope Fastening Pattern
6.2.9 Minimum Nailing — Duration®, TruDefinition® Duration, Duration® Premium Cool & TruDefinition®
Duration'Designer Color Collection:
4-Nail Fastening Pattern 6-Nail Fastening Pattern.
SureNaliS fastening area width sureNaith fastening area width
Nall,Typical Nall,Typical
12" _I L 12 _1— _L 12" •I J I.
12"
•
•• ��.o+•o :• o..".�,s,a,nva. ,.• � �:oa..ra,,.•s.e.o •. �_•. sm,e�.o,.a. •am<m,a,awr.,+• •.
6118"BSfa" 611a"5•ssta1 f I
Standard Fastening Pattern 6-Nail Fastening Pattern
Fastening for Slopes Greater Than 21:12
SuroNaa5t•atening area alatn
Nail,Typical
1" 12" 12" 1"
[ •..w�a,.s a..e..• •- • •a..m CORN LWOW •
&VS"5 SIST1111111V
•
Four 1"Spots of Asphalt Rooting Cement
Mansard or Steep Slope Fastening Pattern
•
Exterior Research and Design,LLC. Evaluation Report 037940.02.12-R8
Certificate of Authorization 119503 6TH EDITION(2017)FBC NON-HVHZ EVALUATION FL10674-R13
Owens Corning Asphalt Roof Shingles Revision 8:10/09/2017
Page 5 of 8
TRINITY ER®
,
6.2.1 Minimum Nailing-TruDefinition•Oakridge®,Oakridge®:
4 Nail Pattern 6 Nail Pattern
Esguema con 4 davos Esquema con 6 clavos
r 1' 1 1
>z --01 �— 12"
—Ty lailital I I I- _
iii
\/ Y1 kr Y
5518"Exposure N 5.5/8"Exposure Nails
Exposition de 66/8 pulg. Clavus -Exposition de 66/8 putg 55/9"Exposure Clavas 55/9"Exposure
Exposition de 66/8 pulp Exposition de 55/8 pig.
Standard Fastening Pattern 6-Nail Fastening Pattern
Fastening for Slopes Greater Than 21:12
SumNali9 fastening area width
Nall,Typical
1" 12" 12" 1"
&iB"SuvI ® . �• 12"
_.."1111hWI.11.....—
pour r Spots of Asphalt gaoling Cement
Mansard or Steep Slope Fastening Pattern
6.2.1 Minimum Nailing—WeatherGuard®HP:
V.
Single Ode Now
---_,.W"--. �� Vista hrf�►a1
T§::• Fianna'. hiMgh Nrl Liu
::::j ::::a•• �:�r� Clio on6ierdoIl iciire
Exterior Research and Design,LLC. Evaluation Report 037940.02.12-R8
Certificate of Authorization#9503 6T5 EDITION(2017)FBC NON-HVHZ EVALUATION FL10674-R13
Owens Corning Asphalt Roof Shingles Revision 8:10/09/2017
Page 6 of 8
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TRINITr ERD
6.3.5 Minimum Nailing-ProEdge Hip&Ridge Shingles:
Prevailing Standard -11°
Wind Direction Fastening
Sealant Strip of
Pattern
AV"' 6'Exposure ~ '1;-:1
1.h ~!-I :2°
S
2' 1 Sealant
Fasten 716°Exposure
CoverExposed 1 Fastenerswith
RoofCement\� I. 12°_�
6.3.6 Minimum Nailing—DuraRidgeTM 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.
�—Naming Wind Direction To View
Diraaiondxnuontodivot t•II. Vistaeesuperiorit*
n
Direction dal Tiantorodm
paninan
Is /GaU
N�Iai6—a—►� =I f • Owens CorSu,cFlal' �/ [sm
I
AI.
,,c \V-1 1
.1 1 + 4 4F,
1444"1 FI,10 2
uLul
Ifigrag l'-'I
—\ \------%t
1
k
. IT
I
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;(631)546-2458;Kanchi.Agrawala-Dokania@ul.com
- END OF EVALUATION REPORT-
Exterior Research and Design,LLC. Evaluation Report 037940.02.12-R8
Certificate of Authorization#9503 6T"EDITION(2017)FBC NON-I-IVHZ EVALUATION FL10674-R13
Owens Coming Asphalt Roof Shingles Revision 8:10/09/2017
Page 8 of 8
i
EXTERIOR RESEARCH&DESIGN,LLC.
Certificate of Authorization#9503
c:PINI 1 1 ERD 353 CHRISTIAN
OXFORD,�CT 06478
PHONE: (203)262-9245
FAX:(203)262-9243
EVALUATION REPORT
Interwrap,Inc. Evaluation Report 140510.02.12-R3
32923 Mission Way FL15216-R3
Mission, BC V2V-6E4 Canada Date of Issuance:02/17/2012
(551)574-2939 Revision 3:10/10/2017
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 Building Code, Residential Volume. The
products described herein have been evaluated for compliance with the 6th Edition (2017) Florida Building Code
sections noted herein.
DESCRIPTION: RhinoRoof 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 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 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 3.
Prepared by:
err
C;moo=S'�ap'�•�'
Robert J.M.Nieminen,P.E. 1 ! �r'pysVk;t�h The facsimile seal appearing was authorized by Robert
lllllll
Florida Registration No.59166,Florida DCA ANE1983 � ' Nieminen,P.E.on 10/10/2017.This does not serve as an
electronically signed document.
CERTIFICATION OF INDEPENDENCE:
1. Trinity'ERD 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'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 ERD
6. INSTALLATION:
6.1 RhinoRoof Underlayments shall be installed in accordance with Interwrap, Inc. published installation
instructions 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.
6.3 RhinoRoof U20:
6.3.1 Shall be installed in compliance with the requirements for ASTM D226, Type I or II underlayment in FBC
Table 1507.1.1 for the type of prepared roof covering to be installed, taking into account the wider sheet-
width for double-layer applications.
6.3.1 Fasteners:
For exposure<24 hours, corrosion resistant fasteners may be 1-inch roofing nails with a 3/8-inch diameter
head,or those noted in 6.4.2. The use of staples is prohibited.
For exposure > 24 hours up to maximum 30 days, corrosion resistant fasteners shall be minimum 1-inch
diameter plastic or metal cap nails or FBC HVHZ nails&1-5/8"diameter tin caps(with the rough edge facing
up). The use of staples is prohibited.
6.3.2 Single Laver;Roof Slope>4:12: •
End(vertical)laps shall be minimum 6-inches and side(horizontal)laps shall be minimum 4-inches. Refer to
Interwrap, Inc. recommendations for alternate lap configurations and/or the use of sealant under certain
conditions.
For exposure < 24 hours, use of every-other fastening location printed on the surface is acceptable. For
exposure > 24 hours up to maximum 30-days, use of every fastening location printed on the surface is
required.
When batten systems are to be installed atop the underlayment, the underlayment need only be
preliminarily attached pending attachment of the battens on the same day. Battens shall not be positioned
over cap nails. If this occurs, remove the cap nail and patch the hole in accordance with Interwrap
published instructions.
6.4.3 Double Laver;2:12<Roof Slope<4:12:
End (vertical) laps shall be minimum 12-inches and side(horizontal) laps shall be minimum half-sheet-width
plus 1-inch.
Double layer application; begin by fastening a half-width plus 1-inch starter strip along the eaves. Place a
full-width sheet over the starter, completely overlapping the starter course. Continue as noted in 6.5, but
maintaining minimum half-width plus 1-inch side(horizontal)laps,resulting in a double-layer application.
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:
Qingdao,China
9. QUALITY ASSURANCE ENTITY:
Intertek Testing Services NA Inc.—QUA1673;(608)836-4400
-END OF EVALUATION REPORT-
Exterior Research and Design,LLC. Evaluation Report 140510.02.12-R3
Certificate of Authorization#9503 6T"EDITION(2017)FBC NON-HVHZ EVALUATION FL15216-R3
RhinoRoof Underlayments Revision 3:10/10/2017
Page 3 of 3