HomeMy WebLinkAboutEVALUATION REPORTCREEK Ce cote DfAuth7520 ion bur 29824
17520 Edinburgh Drive
Tampa, FL 33647
TECHNICAL SERVICES, LLC (813)460-3421
EVALUATION REPORT FLORIDA BUILDING CODE, 6Te EDITION (2017)
Manufacturer: OWENS CORNING ROOFING AND ASPHALT LLC Issued October 11, 2017
1 Owens Coming Parkway
Toledo, OH 43657
(800)438-7465 SC
www.owenscominn.com qN
Manufacturing Location: Brentwood, NH Sr ( &), 0
Houston, TX
Quality Assurance: UL LLC (QUA9625) UC/� CO(�n6,
SCOPE
Category:
Roofing
Subcategory:
Underlayments
Code Sections:
1504.3.1, 1507.1.1
Properties:
Physical properties
REFERENCES
Entity
Report No.
Standard
Year
PRI Construction
Materials Technologies (TST5878)
NEI.039-02-01
ASTM D 1970
2015
PRI Construction
Materials Technologies (TST5878)
NEI-042-02-01REV2
ASTM D 1970
2015
PRI Construction
Materials Technologies (TST5878)
NEI-045-02-01
TAS 103
1995
PRI Construction
Materials Technologies (TST5878)
NEI-045-02-01
ASTM G 155
2005a
PRI Construction
Materials Technologies (TST5878)
NEI-053-02-01
TAS 103
1995
PRI Construction
Materials Technologies (TST5878)
NEI-053-02-01
ASTM G 155
2005a
PRI Construction
Materials Technologies (TST5878)
NEI-093-02-02
ASTM D 1970
2015
PRI Construction
Materials Technologies (TST5878)
OCF-213-02-01
ASTM D 1623
2009
PRi Construction
Materials Technologies (TST5878)
OCF-237-02-01
UL 1897
2012
PRI Construction
Materials Technologies (TST5878)
OCF-252-02-01
ASTM D 4798
2001
PRI Construction
Materials Technologies (TST5878)
OCF-252-02-01
ASTM D 1970
2015
PRI Construction
Materials Technologies (TST5878)
OCF-253-02-02
ASTM D 1970
2015
PRI Construction
Materials Technologies (TST5878)
OCF-272-02-01
TAS 103
1995
PRI Construction
Materials Technologies (TST5878)
OCF-296-02-02
ICC-ES AC 188'
2012
ICC-ES AC 48
2012
PRI Construction
Materials Technologies (TST5878)
OCF-297-02-01.1
ASTM D 1970
2015
PRI Construction
Materials Technologies (TST5878)
OCF-318-02-01
ASTM D 1970
2015
PRI Construction
Materials Technologies (TST5878)
OCF-320-02-01
TAS 103
1995
PRI Construction
Materials Technologies (TST5878)
OCF-320-02-01
ASTM G 155
2005a
PRI Construction
Materials Technologies (TST5878)
OGF-321-02-01
ASTM 0 1623
2009
PRI Construction
Materials Technologies (TST5878)
OCF.322-02-01
UL 1897
2012
PRI Construction
Materials Technologies (TST5878)
OCF-355-02-01
UL 1897
2012
'Determined to be equivalent to ASTM D 226-09, Type I
and II
This evaluation report is provided for State of Honda product approval under Rule 61G20-3. The manufacturer shall notify CREEK
Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid.
This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not
specifically addressed herein.
K OWENS CORNING ROOFING AND ASPHALT LLC
WeatherLock® Self -Sealing Ice & Water Barriers
RvicEs. LLC
PRODUCT DESCRIP-nbN AND LIMITS OF USE
WeatherLock®G \
eatherLock®G is an ASTM D 1970 self-adhesive undedayment constructed from SBS
(Brentwood, NH)
odified asphalt, a fiberglass mat reinforcement and surfaced with granules. The
l/
roduct is supplied In 2-sq. rolls with nominal dimensions of 3-ft x 66.7-ft.
WeatherLock® G is permitted to be used as prescribed in FBC Section 1507.1.1 for
mechanically attached roofing coverings. Exposure on the roof deck shall be limited to a
maximum 30 days.
WeatherLock® Mat
WeatherLock® Mat is an ASTM D 1970 self-adhesive undedayment constructed from
(Brentwood, NH or
SBS modified asphalt with a fiberglass mat reinforcement. The product is supplied in 1-
Houston, M
sq. rolls with nominal dimensions of 3-ft x 33.3-ft and 2 sq. rolls with nominal dimensions
of 3-ft x 66.7-fl.
Weatherl-ockO Mat is permitted to be used as prescribed in FBC Section 1507.1.1 for
mechanically attached roof coverings. Exposure on the roof deck shall be limited to a
maximum 30 days.
WeatherLock® Metal
WeatherLock® Metal is an ASTM D 1970 self-adhesive underlayment constructed from
(Brentwood, NH)
SBS modified asphalt with a fiberglass mat reinforcement and plastic film surface. The
product is supplied in 2.0 sq. rolls with nominal dimensions of 3-ft x 66.7-ft.
WeatherLock(D Metal is permitted to be used as prescribed in FBC Section 1507.1.1 for
mechanically attached roof coverings. Exposure on the roof deck shall be limited to a
maximum 90 days.
WeatherLock®
WeatherLock® Specialty Tile & Metal is an ASTM D 1970 self-adhesive undedayment
Specialty Tile & Metal
constructed from SBS modified asphalt and surfaced with a non -woven polyester fabric.
(Brentwood, NH or
The product is supplied in 2.14 sq. rolls with nominal dimensions of 3-ft x 71.3-ft.
Houston, M
WeatherLock® Specialty Tile & Metal is permitted to be used as prescribed in FBC
Section 1507.1.1. WeatherLock® Specialty Tile & Metal is permitted to be used with
adhered clay or concrete file roofing using either ICP Adhesives Polyset AH-160 (ICP
Adhesives and Sealants, Inc.) or TILE BONDn" Roof Tile Adhesive (The Dow Chemical
Company). Exposure on the roof deck shall be limited to a maximum 90 days.
The maximum roof slope shall be 6:12 when used with clay or concrete tile installations
without battens. Tile shall be stored on battens for roof slopes greater than 6:12. Tiles
shall not be stacked greater 10 tiles per stack.
WeatherLock® G (High
WeatherLock® G (High Tear) is a self -adhered, undedayment used as an alternative to
Tear)
ASTM D 226, Type I or Type II roofing felt and ASTM D 1970 self -adhering polymer
(Houston, T)Q
modified bitumen undedayment The underlayment is composed of SBS modified
asphalt with a fiberglass mat internal reinforcement and is surfaced with granules. The
product is supplied with a nominal thickness of 50 mils in 1.95-sq rolls with nominal
dimensions of 3-ft x 65-ft.
WeatherLock® G (High Tear) is permitted to be used as prescribed in FBC Section
1507.1.1 for mechanically attached roof coverings. Exposure on the roof deck shall be
limited to a maximum 30 days.
OCR14002.8a FL9777-Rll Page 2 of 4
This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shag notify CREEK
Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid.
This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that am not
specifically addressed herein.
CREEK
TECHNICAL SERVICES, LLC
PRODUCT APPLICATION
OWENS CORNING ROOFING AND ASPHALT LLC
WeatherLock® Self -Sealing Ice & Water Barriers
Min. Roof Slope: 2:12 in accordance with the FBC
Application: All underfayments shall be installed in accordance with the FBC.
Deck substrates shall be clean, dry, and free from any irregularities and debris. All
fasteners in the deck shall be checked for protrusion and corrected prior to undedayment
application. Prior to beginning installation, the undedayment shall be unrolled and
allowed to relax for a minimum of 3-5 minutes.
The undedayment shall be installed with the release backer removed and pressed finely
into place to ensure complete contact with the deck. The undedayment shall be installed
with the roll length parallel to the eave, starling at the eave, and with minimum 3" side
laps and minimum 6" end laps staggered min. 6-ft.from preceding course. Additionally, if
applying WeatherLock® Specialty Tile & Metal, end laps shall be primed with ASTM D
41 primer or sealed with asphalt roof cement a minimum of 34 inches across the width
of the lap.
It is permissible to back nail the undedayment 12-inches on -center as needed (nails shall
be installed perpendicular to deck with the nail heads flush to the top surface of the
undedayment). Additionally, WeatherLock® Specialty Tile & Metal shall be back nailed
when installed on roof slopes greater than 3:12.
Min. Application 40°F; Contact the manufacturer when installing at temperatures below the minimum
Temperature: application temperature.
WIND RESISTANCE
The Maximum Design Pressures shown below were calculated using a 2:1 margin of safety per FBC Section 1504.9
Undedavment Svstem No.1 — WeatherLock Specialty Tile & Metal Only
Roof Deck: Min. 15/32-inch CDX plywood attached to wood supports spaced a maximum 24" o.c.
Undedayment: WeatherLock® Specialty Tile & Metal shall be applied in accordance with
manufacturers installation instructions to the fastened deck and backnailed along the
selvage with minimum 12ga., 1-1/4-inch galvanized ring shank roofing nails through
optionally primed, 32ga. x 1-5/8-inch 0 tin raps spaced 12" o.c. The applied
undedayment shall be rolled with a minimum 751b steel roller immediately following
application.
Maximum Design -142.5 psf
Pressure:
OCR14002.8a FL9777-Rl l Page 3 of 4
This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK
Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid.
This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not
specifically addressed herein.
CREEK
TECHNICAL SERVICES, LLC
GENERAL LIMITATIONS
OWENS CORNING ROOFING AND ASPHALT LLC
WeatherLock® Self -Sealing Ice $ Water Barriers
1) This evaluation report is not use in the HVHZ.
2) Fire Classification is not within the scope of this evaluation.
3) Installation of the evaluated product shall comply with this report, the FBC, and the manufacturer's published
application instructions. Where discrepancies exist between these sources, the more restrictive and FBC
compliant installation detail shall prevail.
4) The roof deck shall be constructed of closely fitted plywood sheathing for new or existing construction.
5) The space under the deck area shall be properly ventilated in accordance with the FBC requirements.
6) All side lap seams shall be installed to shed water from the deck.
7) The underiayment may be used as described in other current FBC product approval documents.
8) Design wind load pressures shall be determined for components and cladding in accordance with FBC
1609.
9) The roof deck shall be designed by others in accordance with FBC requirements to resist the design wind
load pressures for components and cladding.
10) Maximum Design Pressures for a given underiayment shall meet or exceed the design wind loads
determined for the roof assembly.
11) All products listed in this report shall be manufactured under a quality assurance program in compliance with
Rule 61G20-3.
COMPLIANCE STATEMENT
The products evaluated herein by Zachary R. Priest, P.E. have demonstrated compliance with the Florida Building
Code 6" Edition (2017) as evidenced in the referenced documents submitted by the named manufacturer.
.��C E N
No 74021
9�• STATE OF �•�/�
O R t
S/ONA%Ea��`�
CERTIFICATION OF INDEPENDENCE
2017.10.
09:06:29
Zachary R. Priest, P.E.
Florida Registration No. 74021
Organization No. ANE9641
CREEK Technical Services, LLC does not have, nor will it acquire, a financial interest in any company manufacturing or distributing
products under this evaluation.
CREEK Technical Services, LLC Is not owned, operated, or controlled by any company manufacturing or distributing products under
this evaluation.
Zachary R. Priest, P.E. does not have, nor will acquire, a financial interest in any company manufacturing or distributing products
under this evaluation.
Zachary R. Priest, P.E. does not have, nor will acquire, a financial interest in any other entity involved in the approval process of the
product
END OF REPORT
FL9777-Rll
4 of
This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK
Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid.
This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not
specifically addressed herein.
ERD'-- I RINITY
i
EVALUATION REPORT
Owens Corning
One Owens Corning Parkway
Toledo, OH 43659
(740)404-7829
SC
q
St 4Ucf@coFO
�nty
EXTERIOR RESEARCH & DESIGN, I.I.C.
Certificate ofAuthorization #9503
353 CHRISTIAN STREET, UNIT #13
OXFORD, CT 06478
(203)262-9245
Ition Report 037940.02.12-RS
FL10674-R13
Date of Issuance: 02/06/2012
Revision 8: 10/09/2017
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 6" 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 IERD 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.
Prepared by:
Robert J.M. Nieminen, P.E.
Florida Registration No. 59166, Florida DCA ANE1983
CERTIFICATION OF INDEPENDENCI=:
The faaimile seal appearing was authorized by Robert
Nieminen, P.E. on 10/09/2017. This does not serve as an
electronically signed document.
1. Trinityl 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.
S. This is a building code evaluation. Neither Trinityl 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.
�l I PONITY 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 6u' 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
Pro a
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-R2453
05/16/2012
UL LLC (TST9628)
Physical Properties
06CA20263
04/18/2006
UL LLC(TST9628)
Wind Resistance
11CA34308
02/18/2012
UL LLC (TS1-9628)
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. PRODUcr 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 DevonshireTM 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 Hip & Ridge Shinnies:
4.2.1 Berkshire Hip & Ridge Shingles, High Ridge, WeatherGuard HP Hip & Ridge Shingles, ProEdge Hip & Ridge
Shingles and DuraRidge^' 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 037940.02.12-118
CenJAcote ofAufhodration M03 6'" EDITION(2017) FBC NON-HVHZ EVALUATION F1.30674-1133
Owens Coming Asphalt Roof Shingles Revision 8: 10/09/2017
Page Z of 8
�I TFUNITY 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 to VMd = 150 mph (V.n = 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 V,d =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 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 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 manufacturers 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, LUC. Evaluation Report 037940.02.12-118
Certipwte afAuthortra0un 0503 6'"EDITION (2017) FBC NON-HVHZ EVALUATION FL30674-1113
Owens coming Asphalt Roof Shingles Revision 8: 10/09/2017
Page 3 of 8
6.2.6 Minimum Nailing —Classic®&Supreme:
Nomul Monad or Anapan
Wind-Amas High Wind dasvam y
Ams parowoidos nomular Areas- vionms fuaites
E'Eiposore
Esposiei6n
6.2.7 Minimum Nailing— Berkshire*:
slap
Standard Fastening Pattern
'1 TRINITY ERO
Norriw Nianaard or Am pare
Win6Areas High Wind doavnnaa P
Arse pars Want" 110i /es Arosa viontos fusrms
(A) l: l• 3. � 3, 1,
.8 $�a' PiPONre
'Espoa/el6o
Mansard or Steep Slope Fastening Pattern
6-Nail Fastening Pattern
Exterior Research and Design, U.C. Evaluation Report 037940.02.12-R8
Certgrmre o/Avd olhodon 003 bra EDmON (2017) FBC NON•HVH2 EVALUATION FL10674-R33
Owens Coming Asphalt Roof shingles Revision 8: 10/09/2017
Page 4 of 8
6.2.8 Minimum Nailing —Devonshire^':
7". 8"l OB8ee"w
l 8" I. 7"
......
55eoI 1i"
ro
Sealantloratlon
Erposid6n de 5.5/8 pull; Ubirad6n del sdlador
Standard 6-Nail Fastening Pattern
6.2.9 Minimum Nailing — Duration®, TruDefinition® I
Duration Designer Color Collection:
"an Fastening Pattam
Emexaaamempamaan
xa,rypra
�-
s re
Standard Fastening Pattern
I r
-J TRINITY I ERD
Naffs
ew .-_-•- - - ur
Ten t"Spots ofAs halt Roof Cement -1I
Mansard or Steep Slope Fastening Pattern
on, Duration® Premium Cool & TruDefinit
bnalg for &opal Greater Thin 2t:1a
lu,M,OshW+wmn.Ime
aW rypt�
Mansard or Steep Slope Fastening Pattern
sWndng Pattem
amWaIDtaemgara YlaO
12
WNryPb
6-Nail Fastening Pattern
771
Exterior Research and Design, U.C. Evaluation Report O37940.02.12-118
Cert lmte ofAutharuatrnn/9903 6'" EDITION (2017) FBC NON-HVHZ EVALUATION F1.30674-1113
Owens Coming Asphalt Roof Shingles Revision 8: 10/09/2017
Page 5 of 8
RINITY I ERD
6.2.1 Minimum Nailing—TruDefinition OakridgeO, OakridgeO:
4 Nail P& m
Esjuema yenn 4 ciao$
r L
8'pos� eded 55/ByWg �� 6Erpua�ndo fi5/Byu(g
Standard Fastening Pattern
Mansard or Steep Slope Fastening Pattern
6.2.1 Minimum Nailing — WeatherGuard®HP:
Fastening Pattern
Exterior Research and Design, U.C. Evaluation Report 037940.02.12-118
CertiJitute o/Autharkadon B903 e EDITION (2017) FBC NON-HVHZ EVALUATION FL10674-R33
Owens Coming Asphalt Roof Shingles Revision 8: 10/09/2017
Page 6 of 8
'\JTFUNITYIERD
13 Hip & Ridge Shingles:
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 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:
6.3.4 Minimum Nailing — WeatherGuard® HP Hip and Ridge:
P ma6 IME
t--palbY
Nflk
.Fig. CHipA Ridge Shingle Fastening
teOVM
Wlk. anlla
r
r '
s E�®
Exterior Research and Design, I.I.C. Evaluation Report 037M.02.12-R8
Cenifte t, o7Authodzatfon 0503 e EDITION (2017) FBC NON-HVHZ EVALUATION FL10674R13
Owens Coming Asphalt Roof Shingles Revision 8: 10/09/2017
Page 7 of 8
Minimum Nailing - ProEdge Hip & Ridge Shingles:
Provarling
Wind Direction S"]"t Strip
W &Poswe
Fasten Tp'
Cover Fspowd
Fastanan with
RooT Cement
Standard
Fastening
Pattern
Minimum Nailing — DuraRidgeTM Hip & Ridge Shingles:
Note: e r b low pertain to minimum, as -tested attachment requirements.
Oinmtn rid rinm prodanimn m
t 1 I
I I
I t
� 4
7. LABELING:
Sealant
I ERD
Corning
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 QA
requirements.
10. QUALITy AssURANCEENTITY:
UL LLC—QUA9625; (631) 546-2458; Kanchi.Agrawala-Dokania@ul.com
- END OF EVALUATION REPORT -
Exterior Research and Design, U.C. Evaluation Report 037940.02.12-118
CertQrmte o/Authodmtion Mat a EDITION (2017) FBC NON-HVHZ EVALUATION FL30674-R13
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