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Certificate of Authorization#32455
353 Christian Street, Unit#13
Oxford,CT 06478
04 (203)262-9245
ENGINEER EVALUATE TEST CONSULT CERTIFY
REPORTEVALUATION
Owens Corning Evaluation Report 037940.02.12-1110
One Owens Corning Parkway FL10674-R15
Toledo,OH 43659 Date of Issuance:02/06/2012
(740)404-7829 Revision 10: 08/15/2019
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 6t" Edition (2017)Florida Building Code sections noted
herein.
DESCRIPTION: Owens Corning Asphalt Roof Shin les
LABELING: Labeling shall be in accordance with the requirements of 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 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. of any changes to the
product(s),the Quality Assurance or the production facility location(s). NEW I etc. 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 "NEMO Ietc. 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 10.
Prepared by:
Robert J.M.Nieminen•P.E. ? The facsimile seal appearing was authorized by Robert
}``��,_;,, o'' ^• Nieminen,P.E.on 08/15J2019. This does not serve as an
Florida Registration No.59166,Florida DCA ANE1983 electronically signed document.
CERTIFICATION OF INDEPENDENCE:
1. NEMOletc. 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. NEMO 1 etc.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 NEW I etc.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.
02018,NEMO ETC,LLC
ONEMOletc.
ROOFING SYSTEMS EVALUATION:
SCOPE:1.
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
1507.2.4,R905.2.3 Physical Properties ASTM D1970 2015
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:
Entity Examination Reference Date
Owens Corning Declaration Equivalency Declaration 08/06/2019
PRI(TST5878) ASTM D1970 OCF-382-02-01 10/24/2017
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
UL LLC(TST9628) Physical Properties Classification letter 10/02/2015
Miami-Dade(CER1592) FBC HVHZ Compliance Various NOAs Various
PRI(QUA9110) Quality Control Service Confirmation 04/05/2020
PRODUCT4. DESCRIPTION:
4.1 ACCESSORY STARTERS:
4.1.1 Starter Strip Shingle,Starter Strip Plus and SRS TopShield Starter are starter strips for asphalt roof shingles. Meets
ASTM D3462.
4.1.2 Starter Shingle Roll is a mineral-surfaced,fiberglass-reinforced, self-adhering SBS modified bitumen starter strip,
nominal 7.2-inch wide x 33-ft 4-inch long roll,for use with asphalt shingles. Meets ASTM D1970.
4.2 ASPHALT SHINGLES:
4.2.1 Classic and Supreme are fiberglass reinforced,3-tab asphalt roof shingles.Meets ASTM D3462.
4.2.2 ,Berkshire,®are fiberglass reinforced,4-tab asphalt roof shingles. Meets ASTM D3462.
4.2.3 ' tion®,` ruDefinition® Duration®, Duration®Premium Cool,TruDefinition® Duration Designer Color Collection,
TruDefinition® Oakridge , Oakridge° and WeatherGuardo HP are fiberglass reinforced, laminated asphalt roof
shingles. Meets ASTM D3462.
4.3 HIP&RIDGE SHINGLES:
4.3.1 Berkshire®Hip&Ridge Shingles with Sealant,DuraRidge°Hip&Ridge Shingles with Sealant,ProEdge®Hip&Ridge
Shingles and WeatherGuard®HP Hip&Ridge Shingles are fiberglass reinforced,hip and ridge asphalt roof shingles.
Meets ASTM D3462.
NEMO ETC,LLC Evaluation Report 037940.02.12-1110
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S. LIMITATIONS:
5.1 This is a building code evaluation. Neither NEMO ETC,LLC 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.
5.4 Wind Classification:
5.4.1 The Owens Corning asphalt shingles noted in Section 4.2 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 acceptable use in all wind zones
UP to Vasd=150 mph(Vuit=194 mph). Refer to Section 6 for installation requirements to meet this wind rating.
Note: Classification by ASTM D7158 applies only 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.
5.4.2 Starter Strip Shingle,Starter Strip Plus and SRS TopShield Starter noted in Section 4.1.1 and the Owens Corning hip
& ridge shingles noted in Section 4.3 are Classified in accordance with FBC Tables 1507.2.7.1 and R905.2.6.1 to
ASTM D3161,Class F, indicating acceptable 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.
5.4.3 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.
INSTALLATION'6.
6.1 GENERAL:
6.1.1 Roof deck, slope, underlayment and fasteners shall comply with FBC 1507.2 / R905.2 and the shingle
manufacturer's minimum requirements.
6.1.2 Underlayment shall be acceptable to the shingle manufacturer and shall hold current Florida Statewide Product
Approval,or be Locally Approved per Rule 61G20-3,per FBC Sections 1507.2.3, 1507.2.4 or R905.2.3.
6.1.3 Fasteners shall be in accordance with the shingle manufacturer's published requirements, but not less than FBC
1507.2.6 or R905.2.5. Staples are not permitted.
6.1.4 Owens Corning asphalt shingles are acceptable for use in reroof(tear-off) or recover applications, subject to the
limitations set forth in FBC Section 1511 or R908 and published installation instructions.
6.2 ACCESSORY STARTERS:
6.2.1 Installation of Starter Strip Shingle, Starter Strip Plus and SRS TopShield Starter shall comply with the Owens
Corning current published instructions,using minimum five(5) nails per strip.
Feltundedayment --Desk PekundeAayment p 6e6adhmetl
�. W Ahertonk�:
•'�.��r Self-adhered �d rlavmem
WaatherLackl
underlayment
r Drip edge
Drip_„ Drip edge Wip--
edge ;•� edge
Nai{s located
y "Nails located i a"-a"from....
;� �` r Segwea6ng adhesiwe
Installfirst ;y" Seg•sealing adfie"w' instaNlrst Stanerstrro PHa •✓vY povtionad ab�N cave
Starter Strip poaidoned along save with6"remo..d__-. y
shingle with ••,. l\
8"removed starte[strip shingle overhangs eaves and rakes;"1=1i' sans Strip Plas ov.hangs raves and ekes tf4"-3t4"
Figure 1:Minimum Nailing,Starter Strip Figure 2:Minimum Nailing,Starter Strip Plus
NEMO ETC,LLC Evaluation Report 037940.02.12-1110
certificate of Authorization#32455 6T"EDITION(2017)FBC NON-HVHZ EVALUATION FL10674-R15
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6.2.2 Installation of Starter Shingle Roll shall comply with the Owens Corning current published instructions.
�j Deck
Drip edge Underlayment
Drip edge
Starter Shingle Roll adhered
directly to underlayment and
primed drip edge
• Self-sealing adhesive
positioned along eaves
Figure 3:Starter Shingle Roll
6.3 ASPHALT SHINGLES:
6.3.1 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:
1' Berkshire'shingles require minimum five(5) nails per shingle.
➢ WeatherGuard°HP shingles require minimum six(6) nails per shingle.
Where the roof slope exceeds 21 units vertical in 12 units horizontal,special methods of fastening are required
Refer to Owens Corning published information on wind resistance and installation limitations.
6.3.1.1 Classic®&Supreme:
Normal Mansard or Area pare Normal Mansard or Area pare
Wind Areas High Wind desvenes y Wind Areas High Wind desvenes y
Area pare vientos normales Areas vientos faertes Area pare vientos normales Areas vientos foertes
t° fA) t. r,. Z. (BI rz. t.� t,. t.. �. z.
tt" tt (AI Z r tB) rz. �Ir,tz t
• . . . . + t2 t . .
f
5"Exposure 5 5J8"Exposure
Exposition Exposition
Figure 4:Minimum Nailing,Classic&Supreme Figure 5:Minimum Nailing,Classic&Supreme
(Standard Size) (Metric Size)
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6.3.1.2 Berkshire°:
Sealant strip Sealant strip
to tin de seflador 1a Lira de sellador
8 Y2" 9 V'e 9 1jr 8 Yl, g tx„ 8�12„
i
r
1
Figure 6: 5-Nail Pattern,Berkshire Figure 7: 6-Nail Pattern,Berkshire
Sealant strip
i s tlra de%11adnr
k 1J1'
p' t„
1
Asphall roofing cement
cermento da techarie astaito
Figure 8: Mansard or Steep Slope Pattern,Berkshire
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6.3.1.3 Duration® TruDefinition®Duration,Duration®Premium Cool&TruDefinition®Duration®Designer Color Collection;
4-Nall Fastening Pattern
SureNaIlQ fastening area width
—Nail,Typical
rr"'_
U,V M-�- 0 0-mc—inqs—tia v
ri 0 Oil.
exposure
Figure 9:Standard 4-Nail Pattern,Duration
6-Nail Fastening Pattern
SureNail@ fastening area width
Nail Typical
12"
exposure
Figure 10: 6-Nail Pattern,Duration
Fastening for Slopes Greater Than 21:12
SureNail®R fastening area width
Nail,Typical
1"!. 1211 :211
6.118"ff�la`pul le
T21
Four 11,Spots of Asphalt Rooting Cement
Figure 11: Mansard or Steep Slope Pattern,Duration
NEW ETC,LLC Evaluation Report 037940.02.12-R10
Certificate of Authorization#32455 6TH EDITION(2017)FBC NON-HVHZ EVALUATION FL10674-R15
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6.3.1.4 TruDefinition®Oakridge® Oakridge"': IRNEMOjetc.
4 Nail Pattern
Esquema con 4 clavos
1" 1„
12"_
55/8"Exposure Nails 5 518"Exposure
Exposicidn de 5618pufg. Claws Exposid6n de 6618pufg.
Figure 12:Standard 4-Nail Pattern,Oakridge
6 Nail Pattern
Esquama con 6 clavos
r' l 1„
I"�--- 12" I'F— 12"
5 518"Exposure Nails
P Claws 5 5/9"Exposure
Exposid6n de 66/9 pufg• ExpasicWn de 6618pufg.
Figure 13:6-Nail Pattern,Oakridge
Fastening for Slopes Greater Than 21:12
SureNail®fastening area width
Nan Typical
1' 12 12 1"
"t • iinO Swxlia
8-U8a/V
•�2„
Four 1"Spots of Asphalt Roofing Cement
Figure 14.Mansard or Steep-Slope Pattern,Oakridge
NEMO ETC,LLC Evaluation Report 037940.02.12-1110
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MEMO etc.
6.3.1.5 WeatherGuard®HP:
1' C stag• `2 a
Wt Vwa
5 5+8"Expas•re 5 5;8'Ez�osuA
EzpGsi�drde558,00%. EsP kMade551NS.
Figure 15:6-Nail Pattern,WeatherGuard HP
6Nail Pattern
Esquema con 6 clavos Nail 618"from bottom
of shingle
Clove ale V8�uig.de la
5 518"Exposure 6 Fasteners parte inferior de la t0a
Exp"ci6n de 5 518 puig. 6 sulatadores
z" -00-I IF--- v�z 1
• ti�t4�. • • • • aipl#� �
Four 1"Spots of Asphalt Roof Cement
Cuatfo ptrntos de cenwto de techo da astatto de i pukada
Figure 16:Mansard or Steep-Slope Pattern,WeatherGuard HP
6.4 HIP&RIDGE SHINGLES:
6.4.1 Installation of asphalt shingles shall comply with the Owens Corning current published instructions.
➢ Berkshire' Hip and Ridge Shingles with Sealant and DuraRidge® Hip & Ridge Shingles with Sealant require
minimum two(2)nails per shingle.
➢ WeatherGuard® HP Hip and Ridge Shingles and ProEdge® Hip & Ridge Shingles require minimum four (4)
nails per shingle.
Refer to Owens Corning published information on wind resistance and installation limitations.
NEMO ETC,LLC Evaluation Report 037940.02.12-1110
Certificate of Authorization#32455 6T"EDITION(2017)FBC NON-HVHZ EVALUATION FL10674-R15
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6.4.1.1 Berkshire®Hip&Ridge with Sealant and DuraRidee®Hip&Ridge Shingles with Sealant:
Fig. A
g Prevailing Wind Direction Fig. B Top View
�— Direccion del viento predominante Vista superior
HI1" t"It-s
Nail
Val' Clavo
Nails " • Owens Coming SureNail` •
Clavos ��
\\ A I I
C
N I e
IFxpasid6n de 8 pulli V ;_
4 I
\\\\ f f 12'
Figure 17:Isometric View,Berkshire and DuraRidge Figure 18:Plan View,Berkshire and DuraRidge
6.4.1.2 WeatherGuard®HP Hip&Ridge Shingles:
Fig.A 4 4 Fig.G Hip&Ridge Shingle Fastening
Prevalling Wind Top View
�—Direction A
A
Nails '— 4 q
A i i Nails Nails
A i li 7
4 4 2„ 2"
�Exposure
� Exposure
12
Figure 19:Isometric View,WeatherGuard HP Hip&Ridge Figure 20:Plan View,WeatherGuard HP Hip&Ridge
NEMO ETC,LLC Evaluation Report 037940.02.12-R30
certificate of Authorization#32455 6'"EDITION(2017)FBC NON-HVHZ EVALUATION FL10674-R1S
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