HomeMy WebLinkAboutProduct ApprovalsEVALUATION REPORT
ERD
EXTERIOR RESEARCH & DESIGN, LLC.
Certificate of Authorization #9503
353 CHRISTIAN STREET, UNIT #13
OXFORD, CT 06478
PHONE: (203) 262-9245
FAX: (203) 262-9243
Owens Corning
One Owens Corning Parkway
Toledo, OH 43659
Evaluation Report 037940.02.12-R7
FL10674-R12
Date of Issuance: 02/06/2012
Revision 7: 04/18/2016
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 5th Edition (2014) 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.
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 1 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 "TrinitylERD 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:
Robert J.M. Nieminen, P.E. The P.E. onfacsimile 04/18 /201seal appearing
Nieminen, y signed
Florida Registration No. 59166, Florida DCA ANE1983
was authorized6. This does not serve as an electronicall by Robert
document. Signed, sealed hardcopies have been transmitted to the
Product Approval Administrator and to the named client
CERTIFICATION OF INDEPENDENCE:
1. TrinitylERD 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"'
TRINITY ERD
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.
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 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 2009
1507.2.7.1, R905.2.6.1 Wind Resistance ASTM D3161 2009
1507.2.7.1, R905.2.6.1 Wind Resistance ASTM D7158 2008
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-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, R2453 Exp. 08/20/2017
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, TruDefinition` ' Duration' Designer Color Collection,
TruDefinition` 'Oakridge` ', Oakridge' and WeatherGuard ' HP are fiberglass reinforced, laminated asphalt roof shingles.
4.2 Berkshire' Hip & Ridge Shingles, High Ridge, WeatherGuard HP Hip & Ridge Shingles, ProEdge Hip & Ridge Shingles
and Dura Ridge' Hip & Ridge Shingles are fiberglass reinforced, hip and ridge asphalt roof shingles.
4.3 Starter Strip Shingle, Starter Strip Plus and Starter Shingle Roll are starter strips for asphalt roof shingles.
5. LIMITATIONS:
Exterior Research and Design, LLC.
Certificate of Authorization #9503
Evaluation Report 037940.02.12-R7
FL10674-R12
Revision 7: 04/18/2016
Page 2 of 8
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 the HVHZ.
N
nry ERD
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 All Owens Corning 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 (V,1 = 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 (Veit = 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 and a building 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 the Florida Building Code and
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 Sections 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 manufacturer's current published instructions, using minimum
four (4) nails per shingle in accordance with FBC Sections 1507.2 or R905.2, 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:
Exterior Research and Design, LLC.
Certificate of Authorization #9503
Evaluation Report 037940.02.12-R7
FL10674-R12
Revision 7: 04/18/2016
Page 3 of 8
Drip
edge
Felt underlayinent Deck
Self adhered
WeatherLock'
underlayinent
Drip edge
install first
Starter Strip
shingle with
6" removed
Nails 'located
2"-S" from eave
Self sealing adhesive
positioned along eave
Starter Strip shiingle overhangs eaves and rakes 1/2"--3/4"
6.2.6 Minimum Nailing — Classic® & Supreme:
Normal Mansard or Area para
Wind Areas High Wind desvanes y
Area pare vientos normales Areas yiontos fuertes
5" lExposure
Exposition
6.2.7 Minimum Nailing — Berkshire®:
Standard Fastening Pattern
Exterior Research and Design, LLC.
Certificate of Authorization #9503
N
ERD
Felt underlayment
Deck SeNdhered
Weatherlockt,
underlayment
Drip —
edge
Drip ed e
Instal first Starter Strip Plus
with r removed
Naih located
- 2-3" tram eave
elf-seeling adhesive
positioned along me
Starter Strip Plus overhangs eaves and rakes 1/ 4"-3/ 4"
o'impaiti-mni
Normal Mansard or Area pars
Wind Areas High Wind demesnes y
Area
parn viontos normales AMO* vientres Armies
5 5/8" Exposure
Exposition
Sealant strip
La tira e sellaciar
• • • • • •
8 1/2" 8 ve 8 1/2.. 8 te
6 -Nail Fastening Pattern
Evaluation Report 037940.02.12-R7
FL10674-R12
Revision 7: 04/18/2016
Page 4 of 8
Asphalt rooting cement
Cemento de techo de astalto
Mansard or Steep Slope Fastening Pattern
6.2.8 Minimum Nailing — Devonshire':
5.518" exposure
Exposicion de 5.518 pulg
Seallant location
Ubicaciion del se lador
Standard 6 -Nail Fastening Pattern
N
ERD
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
SureNai4® fastening area width
(Nail, TjpicaG
12
Standard Fastening Pattern
Exterior Research and Design, LLC.
Certificate of Authorization #9503
6-1
6 -Nail Fastening Pattern
6 -Nail Fastening Pattern
Evaluation Report 037940.02.12-R7
FL10674-R12
Revision 7: 04/18/2016
Page 5 of 8
Fastening or Slopes Greater Than 21:12
12
Soto Nod* inotandnd woo width
- Nall, Typical
12"
Fatal" Spots &Asphalt Roofing Cement
Mansard or Steep Slope Fastening Pattern
6.2.1 Minimum Nailing — TruDefinition' Oakridge®, Oakridge®:
4 Nail Pattern
Esquema con 4 clavos
5518' Exposure
Exposician de 5 6/8 puig.
wp
5 5/8" Exposure
Exposician de 6 6/9 puig.
Nails
Clavos
Standard Fastening Pattern
N
ERD
6 Nail Pattern
Esquema con 6 clavos
Fin
IF 12" —7-1
• • •
1-4— 12 —).1
•
55/9' Exposure
Exposician de 6 6/8 puig.
Nails
Claims
5 5/8" Exposure
Exposician de 6 6/8 puig.
6 -Nail Fastening Pattern
Fasten
ng for lopes Greater Than 2112
12"
— SitratioinTraolotilnd area width
Nail, Typdoot
12"
Four 1" Spots &Asphalt Roofing Correct
Mansard or Steep Slope Fastening Pattern
6.2.1 Minimum Nailing — WeatherGuare HP:
6.3 Hip & Ridge Shingles:
Exterior Research and Design, LLC.
Certificate of Authorization #9503
.SIiigIsldsVIw
Nato lateral
W.' Fastener Tlwough Nell Lits
7:57•N Clow on bilks§ id• Odin
Evaluation Report 037940.02.12-R7
FL10674-R12
Revision 7: 04/18/2016
Page 6 of 8
i
TRINITY'
6.3.1 Installation of Berkshire' Hip and Ridge Shingles, High Ridge, WeatherGuard HP
Hip and Ridge Shingles and
ProEdge Hip & Ridge Shingles shall comply with the manufacturer's current published instructions, using four
(4) nails per shingle. Installation of DuraRidgeT' Hip & Ridge Shingles shall comply with the manufacturer's
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:
6.3.4 Minimum Nailing — WeatherGuard° HP Hip and Ridge:
6.3.5 Minimum Nailing - ProEdge Hip & Ridge Shingles:
Exterior Research and Design, LLC.
Certificate of Authorization #9503
Fig. 2
TopView SideVimv
Nails
Top Laminated
Piece
Nails
u
12
Fig. C Hip & Ridge Shingle Fastening
TopVlew
Nails
Exposure
y
12
Evaluation Report 037940.02.12-R7
FL10674-R12
Revision 7: 04/18/2016
Page 7 of 8
Prevailing
Wind Direction
Sealant Strip ,..,
6" Exposure
en 7'h"
CT+ ver Exposed
Fasteners with
Reof Cement
N
ERD
Standard
Fastening
Pattern
12"Sealant
6.3.6 Minimum Nailing — DuraRidgeT" 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.
ng Wind birreedcn
du wont
tndo! viont, prof rnirantw
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 ; (414) 248-6409; karen.buchmann@ul.com
- END OF EVALUATION REPORT -
Exterior Research and Design, LLC.
Certificate of Authorization #9503
Evaluation Report 037940.02.12-R7
FL10674-R12
Revision 7: 04/18/2016
Page 8 of 8