HomeMy WebLinkAboutProduct Approval RECEIVED
EXTERIOR RESEARCH&DESIGN,I.I.C.
1 J FI L ® 3 2018 Certificate of Authorization#9503
` _ 353 CHRISTIAN STREET,UNIT#13
TRINITY
ERD T. Luck COunty, Permitting OXFORD,CT 06478
(203)262-9245
EVALUATION REPORT
Owens Corning Evaluation Report 037940.02.12-118
One Owens Corning Parkway FL10674-1113
Toledo,OH 43659ate of Issuance:02/06/2012
(740)404-7829 - �' Revision 8: 10/09/2017
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SCOPE: C0P., -m
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)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.
INSPEcriON: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: �p,g«lrrutr,
*w
14
Robert J.M.Nieminen P.E. '•i"s� = ' N};k The facsimile seal appearing was authorized by Robert
�:-, �+oNa� ,...
Florida Registration No.59166,Florida DCA ANE1983 '- '�a++s+i�l� 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)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 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.
'\\J
TRINITY i 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 Pro6erty 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 20120516-132453 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 Duration, TruDefinition Duration*, Duration' Premium Cool, Tru Definition' Duration Designer Color
Collection,TruDefinition'Oakridge, Oakridge and weather Guard HP are fiberglass reinforced, laminated
asphalt roof shingles.
4.2 Hip&Ridge Shineles:
4.2.1 Berkshire" Hip& Ridge Shingles, High Ridge,WeatherGuard' HP Hip&Ridge Shingles, ProEdge Hip& Ridge
Shingles and Dura Ridge'"4 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.
S. LIMITATIONS:
5.1 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 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,I.I.C. Evaluation Report 037940.02.12-R8
CertJicate of Authorization 49SM 6'H EDITION(2017)FBC NON-HVHZ EVALUATION I FL10674-R13
Owens Coming Asphalt Roof Shingles Revision 8:10/09/2017
Page 2 of 8
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�PTRINUYJERD
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 (Vint = 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 611320-3.
6. INSTALLATION:
6_1 Underlavment:
6.1.1 Underlayment shall be acceptable to Owens Corning and shall hold current Florida Statewide Product
Approval,or be Locally Approved per Rule 611320-3,per FBC 1507.2.3,1507.2.4 or R905.2.3.
6_2 Asphalt Shinfales:
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.
➢ Devonshirem 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 undedayment Deck ' Fehurtda&ymert Deck Seldedhered
Weathedach8
Self-adhered undedaymunt
WeatherLocko
undedayment
Drip
dge edge_ Dripedge
Drip Drip
eedge '
Nails located Naos located
2=3"from eave 2'-3'hom cave
Install first Self-searing adhesive D S S Sdkaaing adhe&e
Starters positioned along eave with 6°removed p positioned along edYQ
shingle= \ ••. `\
6"removed Starter Strip shingle overhangs eaves and rakes'/?4V StarterSt ip Plus ovahangs eaves and rakes 114*-V4"
Exterior Research and Design,I.I.C. Evaluation Report 037940.02.12-Rg
Certificate of Authorizatron#9503 Gia EDITION(2017)FBG NON-HVHZ EVALUATION FL10674-R13
Owens Corning Asphalt Roof Shingles Revision 8:10/09/2017
Page 3 of 8
qT'--RINITYIERD
6.2.6 Minimum Nailing—Classic®&Supreme:
Normal Mansard or Area para Normal Mansard or Area para
VVlnd Areas High Wind deavanes y Wind Areas High Wind desvenes y
Area pare vientos normales Areas vientos/oertes Area,pars vier/toa normaies Areas vientos fuertes
''��, lAl z' IB z' '" iz (Ai tx � r1. x• (BF z' 1'
. . . .
6"Exposure 6 618'(Exposure
Exposleidn Exposieidn
6.2.7 Minimum Nailing—Berkshire®:
&obnt sip sealant strip
La tha de s0ador /La tlra de sellador
94 110
9 ve 9 Vi- 0 "8 W- 8 W 8 wl 8 W f
/
r
r
Standard Fastening Pattern 6-Nail Fastening Pattern
Sealantstrip
La*ado sdiador
RaE—a'of--►• a�—►e�—s•
a w 8Vf a VT 8lip
t"
/
/ r
VTC
2" Asphalt rootieg.eement
Cemento de Who de astafto
Mansard or Steep Slope Fastening Pattern
Exterior Research and Design,I.I.C. Evaluation Report 037940.02.12-R8
Certificate ojAuthorizatlon#9503 6r"EDITION(2017)FBC NON-HVHZ EVALUATION FL10674-1113
Owens Coming Asphalt Roof Shingles Revision 8:10/09/2017
Page 4 of 8
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TRINITY I ERD
6.2.8 Minimum Nailing—DevonshireTM':
y 7" 8" 8" 8" 7e47
«1
Clams
Nails
5.5/8n exposure sealant location "
Exposicidn de 5.5/8 pull; Ubicacidn del sellador s�• �,.
Ten 1"Spots of As haft Roof Cement
Standard 6-Nail Fastening Pattern Mansard or Steep Slope Fastening Pattern
6.2.9 Minimum Nailing — Duration®, TruDefinition® Duration, Duration® Premium Cool & TruDeffnitione
Duration Designer Color Collection:
4-Nail Fastening Pattern 6-Nall Fastening Pattern
SureN=fasw"area width SureNalMfasWdngamawfdh
NAVICal Naumpicai
f" 72" 12" 1"
,•pwsony,q ;.;,.r.=�: .otl-=_.�.v..:•n.vt!pwi" -s.Natl--A:-.n hP.en c.+aaww 'sat . a.w�am.o ..:.9.wtun?p .,-::£�::
6•iro"6&9" �z- �j .' i. •'`�,y y� 5718 byu" ? �'
Standard Fastening Pattem 6-Nail Fastening Pattern
Fastening for Slopes Greater Than 21:12
SunNaliIDlashNig uea wICN
Nau,rypl.1
1- +x" it r
s.maa.csa..n._>v:s.•::: w.o..+o,:.s ...:.:o.aa - ®,rW.=;:._.
C -
afro^ssro^ u ff s
Nat'u hp o:
paurt"Spob oibplult RaoMg Gmml.
Mansard or Steep Slope Fastening Pattern
Exterior Research and Design,U.C. Evaluation Report 037940.02.12-R8
Certificate o/Authorization#9503 6'N EDITION(2017)FBC NON-HVHZ EVALUATION FL30674-R33
Owens Coming Asphalt Roof shingles Revision 8:10/09/2017
Page 5 of 8
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63.5 Minimum Nailing-Pm»Ed0aHip&KRidge Shingles:
Prevailling Standard -11,
Wind Direction S,,,,,tSWP Fastening
Pattern T
6'Exposure
Sealant
Faden 7'b* 6'Exposure
cover Exp sed
Roof Cement
6.3'6 Minimum Nailing—DmxaRidgeTmHip&Ridge Shingles:
Note:The drawings below pertain to minimum,as-tested attachment requirements. Refer toOwens Corning
published installation instructions for their minimum requirements.
TopMew
Dinctiondomimntedivot
211s' CIM
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 1507.2J''1/0905.2.6.1.
S. BUILDING PERMIT REQUIREMENTS:
As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of
this product.
9. MANupAcrumumG PLANTS:
Contact the named QA entity for information on which plants produce products covered by Florida Rule 9N-3 OA
requirements.
10. QUALITY ASSURANCE ENTITY:
UL LLC—QUA8625;(631)S4G'2458;Kanuhi'A8rowm|o-Omkanio@u|.com
-
END OFEVALUATION REPORT'
Exterior Research and Design,mc Evaluation Report oa79wn�2.12-om
Certificate of Authorization#9503 o=EDITION iao17>pocmom'xvnoammmnom p1.10674-1113
Owens Corning Asphalt Roof Shingles ' Revision 8'10/og/2ozx
Page mofm
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EXTERIOR RESEARCH&0ESIGN,LLC.
iUL 032'018 Certificate ofAuthorization#95O3
3S3CHRISTIAN STREET,UNIT#13
QITRINITYIERD
OXFORD,[TOG47Q
PHONE:(203)262-9245
EVALUATION REPORT $Dy FAX:(203)262-9243
Interwrap,Inc. irvaluation Report 140510.02.12-113
--__-Mission Way L1
Mission,8[V2V'G64Canada Date mfIssuance:02'17/2012
(551)S74'2939 Revision 3:80/10/2017
Soops:
This Evaluation Report is issued under Rule 61G20-3 and the applicable rules and regulations governing the use of
constructio n 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 Edftiow (2017) Florida Building Code
sections noted herein.
�
DcsomIPTu»N |U '-
��
iAoeums: Labeling shall be in accordance miiththe requirements the Accredited Quality Assurance Agency noted
herein.
ComnmUsoKOMpu*mcE: ThisEva|uationReportisvaUdund|suchbmeasthmnamedprmduct(s)chan8es,thereferenced
Quality Assurance documentation changes,orprovisions mf the Code that relate tothe product change. Acceptance of
this Evaluation Report by the named client constitutes agreement to nn§h/ Robert Nieminan, P.E. if the product
changes orthe referenced Quality Assurance documentation changes. Trinby}ERDrequires mcomplete review ofthis
Evaluation Report relative to updated Code requirements with each Code Cycle.
ADVERTISEMENT:The Evaluation Report number preceded bvthe words "Trinity}ER0Evaluated" may bedisplayed 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 beavailable for inspection atthe job site atthe request ofthe Building Official.
This Ena|uadonReport consists ofpages 1through 3.
Prepared by:
Robert J.M.Nleminem, -E /
- The facsimile seal appearing was authorized by Robert
Florida Registration No.59166,Florida DCA A8E1f83 �—~ ' m��P.E.=10110/2017.This does not serve as an
electronically signed document.
CERTIFICATION o,INDEPENDENCE:
z. Trinity\Enudoes not have, nor does itintend u, acquire orWiUitacquire, afinancial interest inany company manufacturing nr
distributing products uevaluates.
a. Trinity I ERD is not owned,operated or controlled by any company manufacturing or distributing products it evaluates.
u. Robertm|eminen'P.E.does not have nor will acquire,a financial interest in any company manufacturing nrdistributing products for
which the evaluation reports are being issued.
u. Robert Nieminen,P.E.does not have,nor will acquire,a financial interest in any other entity Involved inthe approval process ofthe
product.
s. This isabuilding code evaluation. Neither Trinityl ERD nor Robert Nieminen, P.E. are,in any way,the Designer of Record for any
project on wNdo this Evaluation Report,or previous versions thereof,is/was used for permitting or design guidance unless retained
specifically for that purpose.
|
TRINITY J 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..
Rh�noRoof U20 y r
__ ._ ..... .. _ .. . .. _. w
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 Layer;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,U.C. Evaluation Report 140510.02.12-R3
Certificate of Authorization#9503 6'"EDITION(2017)FBC NON-HVHZ EVALUATION FL15216-113
RhinoRoof Underlayments Revision 3:10/10/2017
Page 3 of 3