HomeMy WebLinkAboutEVALUATION REPORT - OWENS CORNING ASPHALT ROOF SHINGLESEXTERIOR RESEARCH 8t DESIGN, LLC.
Certificate of Authorization #9503
353 CHRISTIAN STREET, UNIT #13
TRINITY ER® SCANNED OXFORD, CT 06478
BY (203) 262-9245
EVALUATION REPORT it, L-ule0(pp
Owens Corning Evaluation Report 037940.02.12-R8
One Owens Corning Parkway I F.1.10674-R13
Toledo, OH 43659 CONCEALED FASTENERS OR ATTACHMENTS Date of Issuance: 02/06/2012
(740) 404-7829 ARE THE RESPONSIBILITY OF THE Revision 8: 10/09/2017
CONTRACTOR OR RECORD
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 Cornln Asphalt ROOFS i'n es FILE
C01)v
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. TrinityJERD 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 8. THESE PLANS AND ALL PROPOSED
Prepared by: �!1»1ec`Ell rF",—ARE SUBJECT TO ANY CORRECTIONS ORK
P'`��=t�'��• •;REQUIRED BY FIELD INSPECTORS THAT
AY BE NECESSARY IN ORDER TO
y €OMPLY WITH ALL APPLICABLE CODES.
Robert J.M. Nieminen P.E. ��7;�Sg`"' 'rG;• y' -The facsimile seal appearing was authorized by Robert
4 rr-d„rrJ+ ilu"���, Nieminen, P.E. on 10/09/2017. This does not serve as an
Florida Registration No. 59166, Florida DCAANE1983 t �• .
electronically signed document.
CERTIFICATION OF INDEPENDENCE:
1. Trinity lERD 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. Trinityl 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 lERD nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any
project on which this Evaluati n Report, or previous versions thereof, is/kj as used for permitting or design guidance unless retained
specifically for that purpose u--tOe--GL�=jg s
-5 7
ST. LUCIE COUNTY BUILDING DPA§IO
REVIEWED FOR COMPLIANC
REVII5na DAT I, _)
PLANS AND PERMIT MUST BE KFOptN JOB
SITE OR NO INSPECTIONS) WW BE MADE
rTRRINITYIERD
ROOFING SYSTEMS EVALUATION:
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 6eh 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:
Entity 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
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®, ruDe in, ition Duration®, Duration® Premium Cool, TruDefinition® Duration® 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, Pr ,-,ge , ip & 1U ge,
Shingles and DuraRidge"I 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]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, U.C. Evaluation Report 037940.02.12-R8
Certificate of Authorization #9503 6EDITION (2017) FBC NON-HVHZ EVALUATION F1.10674-1113
Owens Corning Asphalt Roof Shingles Revision 8: 10/09/2017
Page 2 of 8
TRINITY I ERA
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 137158, Class H, indicating the shingles are acceptable
for 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.
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 (Vult = 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 610320-3, 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 underlayment Deck
Self -adhered
WeatherLocke
undedayment
Drip
d� Drip edge
g
Nails located
from eave
hrstall fast Self-sealing adhesive
Starter Strtrr'rpp positioned along eave
shingleSait
r removed Starter Strip shingle overhangs eaves and rakes V4,
Felt undedaymern Deck Sdtadhered
Weathe"chS
underlovmoru
Drip Oripedge
—.
edge
Nags loeated
2'63" from eave
Selkeding adhesive
Instal first Starter Strip Plus positioned along eave
with 6' removed ``
Starter St/1p Plus overhangs eaves and rakes 1/4 -3/4^
Exterior Research and Design, I.I.C. Evaluation Report 037940.02.12-R8
Certificate of Authorization #9503 6EDITION (2017) FBC NON-HVHZ EVALUATION FL10674-R13
Owens Corning Asphalt Roof Shingles Revision 8:10/09/2017
Page 3 of 8
6.2.6 Minimum Nailing —Classic®&Supreme:
Normal Mansard or Area pm
Wind Areas High Wind desvenes y
Aroa pare vientos normales Areas vientos faertes
�• UU ,• Er
6"Exposure
Exposici6rr
6.2.7 Minimum Nailine — Berkshire°:
standard Fastenine Pattern
Exterior Research and Design, I.I.C.
Certificate of Authorization #9503
UI RINITYIERD
Normal Mansard or Area pare
Wind Areas High Wind desvanes y
Area Para vientos normeles Areas vientos fuertes
:, fAl ,z,
6 618" Exposure
Exposlcf6a
Sealant strip
La tka de sellador
�t. 8 th" 8 w
1"
r
r
6-Nail Fastening Pattern
Sealant strip
La dra de sellador
of 0 4 e • -------- •
�t..8 tff 9 Yf8 Yf 8 Iff
1"
r
r
1
fir..
z. Asphalttooling cement
Cemento de techo de 49falto
Mansard or Steep Slope Fastening Pattern
67H EDITION (2017) FBC NON-HVHZ EVALUATION
Owens Corning Asphalt Roof Shingles
Evaluation Report 037940.02.12-118
FL10674-R13
Revision 8: 20/09/2017
Page 4 of 8
6.2.8 Minimum Nailing— Devonshire'":
n■
Exposic16n de 5.518 pulg Sealant location
Ubfcaci6n del sellador
Standard 6-Nail Fastening Pattern
6.2.9 Minimum Nailing — Duration®, irtuDe lnitiOn
Duration® Designer Color Collection:
4-Nall Fastening Pattern
SUMNaa®fastening area witlU1
Nall, Typical
1" 12" I 12" 1'
•>—cumcsuWLl • o • crmiwB •
Ella" SSIa"
F�
U F1 F
Standard Fastening Pattern
KAU
PTRINITYJ ERD
47
Nails
,• T u' T T f
SW E`.•
Ten 1" Spots of Asphalt Roof Cement
Mansard or Steep Slope Fastening Pattern
Duration" Premium Cool & TruDefinition
6-Nall Fastening Pattern
Surellail®fastening area width
Nall. Typical
1" 12" , L I 12' 1'
c.�r�"roe�rv.+ • w. • oemca�rose�mo •
F1 F� F]
E719" E518"
Fastening for Slopes Greater Than 21:12
I s—"`u,9m' ening" 'am
r Nail,'Nplcol
Four t• Spots afAspnaa Roofing Cement
Mansard or Steep Slope Fastening Pattern
Research and Design, I.I.C. Evaluation Report 037940.02.12-R8
Certificate of Authorization #9503 6' EDITION (2017) FBC NON-HVHZ EVALUATION FL10674-R13
Owens Corning Asphalt Roof Shingles Revision 8: 10/09/2017
Page 5 of 8
C)o
TRINITY I ERD
6.2.1 Minimum Nailing —TruDefinition®Oakridge°, Oakridge®:
4 Nail Pattern
Esquema con 4 clavos
arposicionae55ispulg. clavos
Fxposiuon as 55i8 putg. I
Standard Fastening Pattern
6 Nail Pattern
Esquema con 6 clavos
r t°
IF 12' _� 14— 12"
6 6/8" Exposure Nails Claws5 5/8" Exposure
Exposid6n de 5518pulg. Exposfd6n de 55180itfg.
6-Nail Fastening Pattern
Fastening for Slopes Greater Than 21:12
SumNallS 1"u'ring oroa width
Nell. Typical
r 12' I � u• 0.
6.118- E=---
V.—T2'
Four 1" Spots ofMphaN Roofing Cement
Mansard or Steep Slope Fastening Pattern
6.2.1 Minimum Nailing — WeatherGuard° HP:
b
�
e side WOW
Z1 VY6hWWW
IE— '
s;:;:• �:1� Fi��tNr'11�w�t Nril Lir
C� en raitr dtl f�dfe
Exterior Research and Design, I.I.C. Evaluation Report 037940.02.12-118
Certificate of Authorization #9503 61" EDITION (2017) FBC NON-HVHZ EVALUATION FL10674-R13
Owens Corning Asphalt Roof Shingles Revision 8: 10/09/2017
Page 6 of 8
��TRINITYJERD
6.3 Hip & Ridge Shingles:
6.3.1 Installation of Berkshire Hip and Ridge Shingles, High Ridge, WeatherGuarde HP Hip and Ridge Shingles
and ProEdge Hip & Ridge Shingles shall comply with the Owens Corning current published instructions,
using four (4) nails per shingle. Installation of DuraRidge"" Hip & Ridge Shingles shall comply with the
Owens Corning 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 4
PrevailingWnd
Direction A
Nails -
A
\ 4
\\\]l A
I
A I I
9
I I j
A I I I I
Exposure �
Fig.
2
Top%new
sldeViex
N.D. Nals
�- r Top Laninatal 2" �
Piece
I
I
I
I
�I
I
ul
I
I
I
I
I
I{ 12 al
6.3.4 Minimum Nailing — WeatherGuard® HP Hip and Ridge:
Fig. A q q
Pevailing Wind
�- Dlreetbn A
A
Nails
A
p I I
4 1 I
I I I I
I
AA i I i I
I I I I
Exposure
Fig. C Hip & Ridge Shingle Fastening
TopVlew
Nails Nails
T'
2" 2"
1° 1°
1" 1" r
Exposure
12"
Exterior Research and Design, I.I.C. Evaluation Report 037940.02.12-118
Certificate afAuthorization #9503 6T" EDITION (2017) FBC NON-HVHZ EVALUATION FL10674-R13
Owens Corning Asphalt Roof Shingles Revision 8:10/09/2017
Page 7 of 8
a , `
6.3.5 Minimum Nailing - ProEdge Hip & Ridge Shingles:
Prevailing
Wind. Direction $aslant Strip
AI 6' Exposure
Cover Exposed
Fasteners with
Rent Cement
�l I RINITY I ERD
Standard �17"
Fastening
Pattern
l"
12, Sealant
6„ Exposure
1
6.3.6 Minimum Nailing — DuraRidge"" 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.
M dxID�to nicn
Dirooi6nd0 vivita prodornimntn
Noi17
Clma 1-1'
m0e I I
A I I
Iwil.
Top View
We en plan
li- vfstasuperfor I'I
ei
j,
Mm
�
0 Owcns Corning SumN0i1' •
I
I
I m
Ir
I
U Im
IJ J
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.
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. MANUFACTURING PLANTS:
Contact the named QA entity for information on which plants produce products covered by Florida Rule 9N-3 CIA
requirements.
10. QUALITY ASSURANCE ENTITY:
UL LLC— QUA9625 ; (631) 546-2458; Kanchi.Agrawala-Dokania@ul.com
- END OF EVALUATION REPORT -
Exterior Research and Design, I.I.C. Evaluation Report 037940.02.12-R8
Certificate of Authorization #9503 6EDITION (2017) FBC NON-HVHZ EVALUATION FL10674-R13
Owens Corning Asphalt Roof Shingles Revision 8: 10/09/2017
Page 8 of 8