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FL10674-R13
Revision
2017
Approved
Owens Corning
One Owens Corning Parkway
Toledo, OH 43659
(740) 404-7829
greg.keeler@owenscoming.com
Greg Keeler
qreq.keeler@owenscorninq.com
Mel Sancrant
1 Owens Corning PKWY
Toledo, OH 43659
(419)376-8360
mel.sancrant@owenscomig.com
Roofing
Asphalt Shingles
RLED
A018ST, Lucieerm(tting
Evaluation Report from a Florida Registered Architect of- a Licensed
Florida Professional Engineer
Evaluation Report - Hardcopy Received
Florida Engineer or Architect Na who developed Robert J.M. Nieminen
the Evaluation Report
Florida License PE-59166
Quality Assurance Entity UL LLC
Quality Assurance Contract Expiration Date 05/16/2020
Validated By I John W. Knezevich, PE
Validation Checklist - Hardcopy Received
Certificate of Independence
Referenced Standard and Year (pf Standard)
Equivalence of Product
Certified By
Sections From the Code
FL10674 R13 COI 2017 01 C0I Nieminen.pdf
Standard
ASTM D3161
ASTM D3462
ASTM D7158
Year
2016
2010
2011
http-//www.floridabuiIding.org/pr/prlapp — dtl.aspx?param=wGEVXQwtDqtBNbEY5V%2... 1/15/2018
1
Florida Building Code Online
Page 2 of 2
Product Approval Method I Method 1 Option D
Date Submitted
10/10/2017
Date Validated
10/11/2017
Date Pending FBC Approval
10/15/2017
Date Approved
12/12/2017
Summary of Products
FL #
Model, Nu ber or Name
Description
10674.1
Owens Cor Ing Asphalt Roofing
3-tab, 4-tab, 5-tab, laminated, starter and hip & ridge
Shingles a d Starters
shingles
Limits of Use
Installation Instructions
Approved for use in HVHZ: No
FL10674 R13 II 2017 10 FINAL ER OC ASPHALT
SHINGLES FL10674-R13.1?df
Approved for use outside HVHZ Yes
Impact Resistant: N/A
Verified By: Robert J. M. Nieminen PE - 59166
Design Pressure: N/A
Created by Independent Third Party: Yes
Other: Refer to ER, Section 5.
Evaluation Reports
FL10674 R13 AE 2017 10 FINAL ER OC ASPHALT
SHINGLES FL10674-1113.13df
Created by Independent Third Party: Yes
Back N_—_
Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824
The State of Florida is an AAJEEO emplo m Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement
Under Florida law, email addresses are pu lic records. If you do not want your a -mail address released In response to apublic-records request, do not send
electronic mall 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 b� used for ofFcial communlcation with the licensee. However email addresses are public record. If you do not wish to
supply a personal address, please provide the epartment with an email address which can be made available to the public. To determine if you are a licensee under
Chapter 455, FS., please click here .
Product Approval Accepts:
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l
:'`✓ EXTERIOR RESEARCH & DESIGN, LLC.
Certificate of Authorization R9503
N STREETUNIT #13
fMr TRIER `- ` --- 353 CHRISTIAOXFORD,,CT 6478
' RECEIVED---] (203) 262-9245
EVALUATION REPORT
Owens Corning APR 2 O ZOO8 Evaluation Report 037940.02.12-R8
One Owens Corning Parkway FL10674-R13
Toledo, OH 43659 LST, Lucle Cognty� Per
Date of Issuance: 02J06/2012
(740) 404-7829 Revision 8: 10/09/2017
SCOPE:
This Evaluation Report is issued under Rule 1G20-3 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 Flori , a Building Code and Florida Building Code, Residential Volume. The
products described herein have been evalu Ited for compliance with the 6th Edition (2017) Florida Building Code
sections noted herein.
DESCRIPTION: Owens Corning Asphalt Roof 11hingles
LABELING: Labeling shall be in accordance I ith 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 documentatichanges, or provisions of the Code that relate to the product change.
Acceptance of this Evaluation Report by the II amed client constitutes agreement to notify Robert Nieminen, P.E. if the
product changes or the referenced Qualit Assurance documentation changes. Trinity[ERD requires a complete
review of this Evaluation Report relative to u dated 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
Prepared by:
Robert J.M. Nieminen, P.E.
Florida Registration No. 59166, Florida DCA ANE1983
CERTIFICATION OF INDEPENDENCE:
1. TrinitylERD does not have, nor does it inter
distributing products it evaluates.
2. Trinityl ERD is not owned, operated or control
3. Robert Nieminen, P.E. does not have nor will
which the evaluation reports are being issued.
4. Robert Nieminen, P.E. does not have, nor wi4l
product.
5. This is a building code evaluation. Neither
project on which this Evaluation Report, or pi
specitically tor that purpose.
8.
The facsimile seal appearing was authorized by Robert
Nieminen, P.E. on 10/09/2017. This does notserve as an
electronically signed document
to acquire or will it acquire, a financial interest in any company manufacturing or
ed by any company manufacturing or distributing products it evaluates.
acquire, a financial interest in any company manufacturing or distributing products for
acquire, a financial interest in any other entity involved in the approval process of the
IERD nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any
is versions thereof, is/was used for permitting or design guidance unless retained
ROOFING SYSTEMS EVALUATION:
1. SCOPE:
Product Category:
Roofing
Sub -Category:
Asphalt Shih
Compliance Statement:
Owens Corning
compliance with the following
sections
Residential Volume through testing in i
Installation Requirements and Limitation
2. STANDARDS:
Section
Property
1507.2.51 R905.2.4
Physical Prop
1507.2.7.1, R905.2.6.1
1507.2.7.1, R905.2.6.1
Wind Resist
Wind Res! al
3. REFERENCES:
Kutitt
Examinai
UL LLC (CER9626)
Physicals !
UL LLC (CER9626)
Physicals !
UL LLC (TST9628)
Physical P
UL LLC (TST9628)
Wind Resi
UL LLC (TST9628)
Physicals !
UL LLC (TST9628)
Wind Resi
UL LLC (TST9628)
Physical Pi
UL LLC (TST9628)
Physical P1
Miami -Dade (CER1592)
FBC HVHZ
UL LLC (QUA9625)
Quality Cc
4. PRODUCT DESCRIPTION:
4.1
Asphalt Shingles:
4.1.1
a
Classic and Supreme are fibe
4.1.2
Berkshire are fiberglass reinfc
4.1.3
Devonshire'"' are fiberglass rei
4.1.4
Duration, TruDefinition0 Du
Collection, TruDef(n(tion�Oak
asphalt roof shingles.
4.2
Hip & Ridge Shingles:
4.2.1
Berkshire Hip & Ridge Shingl
Shingles and DuraRidge'" Hip i
4.3
Accessory Starter Strips:
4.3.1
Starter Strip Shingle, Starter S1
S. LIMITATIONS:
5.1 This is a building code eval
Designer of Record for any p
for permitting or design gu(d
5.2 This Evaluation Report is not
5.3 Fire Classification is not part
for fire ratings of this produc
Exterior Research and Design, LLC.
Certificate of Authorization 49503 6TM
a
i
TRINITY, ERD
gl es
%sphalt Roof Shingles, as produced by Owens Corning, have demonstrated
f the 61h Edition (2017) Florida Building Code and Florida Building Code,
lccordance with the following Standards. Compliance is subject to the
/ Conditions of Use set forth herein.
Standard
Year
ASTM D3462
2010
ASTM D3161
2016
ASTM D7158
2011
I
Wind
Wind
Wind
Reference
Date
Resistance
File R2453, Vol. 3
02/15/2007
Resistance
20120516-R2453
05/16/2012
erties
06CA20263
04/18/2006
ice
11CA34308
02/18/2012
Resistance
4786093137
02/01/2014
nce
4786126532
02/10/2014
erties
Classification letter
02/13/2014
erties
Classification letter
10/02/2015
mpliance
Various NOAs
Various
of
Service Confirmation
Exp. 05/16/2020
iss reinforced, 3-tab asphalt roof shingles.
d, 4-tab asphalt roof shingles.
rced, 5-tab asphalt roof shingles.
on, Duration® Premium Cool, TruDefinition" Duration Designer Color
eo, Oakridgeo and WeatherGuard6 HP are fiberglass reinforced, laminated
, High Ridge, WeatherGuard HP Hip & Ridge Shingles, ProEdge Hip & Ridge
Ridge Shingles are fiberglass reinforced, hip and ridge asphalt roof shingles.
Plus and Starter Shingle Roll are starter strips for asphalt roof shingles.
tion. Neither TrinitylERD nor Robert Nieminen, P.E. are, in any way, the
ect on which this Evaluation Report, or previous versions thereof, is/was used
ce unless retained specifically for that purpose.
r use in FBC HVHZjurisdictions.
this Evaluation Report; refer to current Approved Roofing Materials Directory
Evaluation Report 037940.02.12-Rg
N (2017) FBC NON-HVHZ EVALUATION FL10674-R13
ns Corning Asphalt Roof Shingles Revision 8: 10/09/2017
Page 2 of 8
1 `
i 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 D3161, Class F and/or ASTM D7158, Class H, indicating the shingles are acceptable
for use in all wind zones up t Vasil = 150 mph (V„It = 194 mph). Refer to Section 6 for installation
requirements to meet this wind r ting.
5.4.2 All Owens Corning hip & ridge shingles, Starter Strip Shingle and Starter Strip Plus noted herein are
Classified in accordance with FB 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 (Vult =194 mph). Refer to Section 6 for
installation requirements to meet this wind rating.
5.4.3 Classification by ASTM D7158 aplplies 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. Conta lt the shingle manufacturer for data specific to each shingle.
5.4.4 Refer to Owens Corning publish d 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 Approve 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 hall comply with the Owens Corning current published instructions, using
minimum four (4) nails per s ingle in accordance with FBC 1507.2.7 or R905.2.6, with the following
exceptions:
a
➢ Berkshire shingles requir minimum five (5) nails per shingle.
➢ WeatherGuard® HP shingles require minimum six (6) nails per shingle.
➢ Devonshire"' shingles req Ire minimum six (6) nails per shingle.
➢ Starter Strip Shingle and Starter Strip Plus require minimum five (5) nails per strip.
Refer to Owens Corning publi�hed information on wind resistance and installation limitations.
6.2.2 Fasteners shall be in accordaie
e with the manufacturer's published requirements, but not less than FBC
1507.2.6 or R905.2.5. Staples 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 fo� details.
6.2.5 Minimum Nailing —Starter Strip Shingle and Starter Strip Plus:
Felt underlaynrent leck
Self -adhered
=' Weatherl.ocW
underlayment
_.J1.
3
; Drip edge
-Nails located
2 -3" from eave
Install first
r Self- eating adhesive
Starter Stripp
_ posi Toned along eave
shingle whir,
t
C" removed
Starter Strip shingle overhangs eaves and rakes 'h° ?Y
Exterior Research and Design, I.I.C. Evaluation Report 037940.02.12-RS
Certificate oJAuthorization #9503 6" E ITION (2017) FBC NON-HVHZ EVALUATION FL10674-R13
Pwens Corning Asphalt Roof Shingles Revision 8:10/09/2017
Page 3 of 8
6.2.6 Minimum Nailing —Classic®&
Normal Mansard or Area Pare
Wind Areas Higfi Wind desvanes y
Area para vientos normaies Areas vi nros fuertes
I
5" Exposure
Exposicion
6.2.7 Minimum Nailing — Berkshire®:
Sealant strip
f La tira de saW afer
81h" 91r_ 9 W
1"
Standard Fastening
1
r..
xti �I
4TRINITY I ERD
Normal Mansard or Area pare
Wind Areas
High Wind desvanes y
Area pare vientos normaies
Areas vientos Mertes
121 'n» 118.
5 Sig" Exposure
Exposition
sealant snip
1 la tLa de sellador
8 nh" 1 8 le 1 8 Ls" 1 8 to
6-Nail Fastening Pattern
Sealant strip
La lira de %-J1adnr
i
—� i----i • o �—r c 4—�
Bo Bill' 8 W j 81/1, O 8 �!t'
A ,"
2 Asphalt roofing cement /
0omaolo de focho do aslalto
Mansard or Steep Slope Fastening Pattern
Exterior Research and Design, I.I.C. I Evaluation Report 037940.02.12-RS
Certificate ofAuthoriration #9503 6' EIjITION (2017) FBC NON-HVHZ EVALUATION FL10674-R13
(Owens Coming Asphalt Roof Shingles Revision 8: 10/09/2017
Page 4 of 8
6.2.8 Minimum Nailing— Devonshire''":
1[
5.518" exposure
Exposici6n de 5 -5/8 pulg
Standard 6-Nail Fastening
6.2.9 Minimum Nailing — Durati
Duration® Designer Color Col
4-Nail Fastening
12-
i
Standard Fastening Patt
Ubicaci6n del sellador N
i7
Nails
Ten I" Snots of Asphalt Roof Cement
:ern Mansard or Steep Slope Fastening Pattern
m
TruDefinition® Duration, Duration® Premium Cool & TruDefinition
e area'Adth
Nall, Typlwl
12"
as
6-Nall Fastening Pattern
e[tteNaiM (asterdn2 area trldth
Nail Typical
yoT
6-Nail Fastening Pattern
pes Greater Than 21:12
sur¢Nait:) rastea(ng ar¢e n+¢m
FNan, TyplC¢I
Faw 1'spcts of Aepnalt R¢oGna Cem¢n[
Mansard or Steep Slope Fastening Pattern
Exterior Research and Design, I.I.C. I Evaluation Report 037940.02-12"R8
Certificate of Authorization #9503 6TM DITION (2017) FBC NON-HVHZ EVALUATION FL10674-R13
Owens Corning Asphalt Roof Shingles Revision 8: 1010912017
Page 5 of 8
6.2.1 Minimum Nailing-
4 Nail Pattern
Esquema con 4 clavos
56/9" Exposure
Plans
Exposki6ade65/8pidg. Claws
Standard Fastening
6.2.1 Minimum Nailing—
OakridgeO, Oakridge®:
6 ¢B" Exposure I
4posicida tk 96/8 puig.
6 Nail Pattern
Esquema con 8 clavos
1• r
rJa
Imo— ,<• �I fE— ,2- �I
6618" Exposure Claws 5 fiWE posu
Fkpasfcidn de 55/8pulg. Exposkidn de 6 5/Bpulg.
6-Nail Fastening Pattern
Fastcning for Slopes Greater Than 21:12
SWnttaild /aatanine araJ WItlN
/—tlJil. SypicLl
12"
I
Four V Ipots of Asphalt Roorine CAmogt
Mansard or Steep Slope Fastening Pattern
card® HP:
Single Side Vkw
iVAM" leEi►�)
;•ertmne'ilotsf>yl'f Ndl lirll�
ILili� tfl6i 6fia!/ ri
Exterior Research and Design, I.I.C. Evaluation Report 037940.02.12-118
Certificate of Authorization 119503 67H E ITION (2017) FBC NON-HVHZ EVALUATION FL10674-1113
Owens Corning Asphalt Roof Shingles Revision 8: 10/09/2017
Page 6 of 8
......... rr�� t8••�f i E \8e/
6_3 Hip & Ridge Shingles:
6.3.1 Installation of Berkshire Hip an Ridge Shingles, High Ridge, WeatherGuardo HP Hip and Ridge Shingles
and ProiEdge Hip & Ridge Shing es shall comply with the Owens Corning current published instructions,
using four (4) nails per shingle. Installation of DuraRidgell Hip & Ridge Shingles shall comply with the
Owens Corning current publish d 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 accordant? with the manufacturer's published requirements, but not less than FBC
1507.2.6 or R905.2.5. Staples arr not permitted.
6.3.3 Minimum Nailing — Berkshire® Hip & Ridge and High Ridge:
Fig.1
If Presailln"7110
Direction
Y
Exirosiuc
6.3.4 Minimum Nailing —
Fig. A
Ptwvlllag Wind
4- Oln:elhn
flails
A I
Exposure
I
I
I I
I 1
I
I
I
d v v
HP Hip and Ridge:
At
Fig. C Hip & Ridge Shingle Fastening
TopVW
flails dolls
T' 10
i"
P Exposure
IV
Exterior Research and Design, LLC. Evaluation Report 037940.02.12-118
Certificate oJAuthorization #9503 6TM DITION (2017) FBC NON-HVHZ EVALUATION FL10674-R13
Owens Corning Asphalt Roof Shingles Revision 8: 10/09/2017
Page 7 of 8
•t �■■■pO sx■��l�eB
ERD
6.3.5 Minimum Nailing - ProEdge Hip & Ridge Shingles:
P'revaiging
Wind Direction Sealant Strip
A-- 6" Exposure
Fasten 711?
Cover Exposed
Fasteners with
Roof Cement
Standard
Fastening
Pattern r
FSealant
7 Ya" 6" Exposure
f�12"
6.3.6 Minimum Nailing— DuraRidgei"' ip & Ridge Shingles:
Note: The drawings below pertain to minimum, as -tested attachment requirements. Refer to Owens Corning
published installation instructions for their minimum requirements.
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Dirocdon dal Amw
C�areos`••,.� ��
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II- Vlsc�supxrfor
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fi
clo
2 V8 -• --- ._ ._— c1d
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ly
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7. LABELING:
7.1 Labeling shall be in accordant with the requirements the Accredited Quality Assurance Agency noted
herein.
7.2 Asphalt shingle wrappers shall i dicate 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 A thority Having Jurisdiction in order to properly evaluate the installation of
this product.
9. MANUFACTURING PLANTS:
Contact the named QA entity for infor ation on which plants produce products covered by Florida Rule 9N-3 QA
requirements.
10. QUALITY ASSURANCE ENTITY:
UL LLC— QUA9625 ; (631) 546-2459; Kan hi.Agrawala-Dokania@ul.com
- � END OF EVALUATION REPORT -
Exterior Research and Design, LLC. Evaluation Report 037940.02.12-RS
Certificate of Authorization #9503 6' EDITI Fl (2017) FBC NON-HVHZ EVALUATION FL10674-R13
O lens Corning Asphalt Roof Shingles Revision 8: 10/09/2017
Page 8 of 8