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EXTERIOR RESEARCH&DESIGN, LLC.
Certificate of Authorization 119503
UD
RINITY I 353 CHRISTIAN STREET, UNIT#13
ERD OXFORD,CT 06478
(203)262-9245
EVALUATION REPORT
Owens Corning Evaluation Report 037940.02.12-118
One Owens Corning Parkway FL10674-1113
Toledo,OH 43659 Date of Issuance:02/06/2012
(740)404-7829 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 6th 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 I 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 "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: —
s %.
Robert J.M.Nieminen,P.E. .,Z,t`o`�"="•" �• The facsimile seal appearing was authorized by Robert
Florida Registration No.59166,Florida DCA ANE1983 Nieminen,P.E.on 10/09/2017:This does not serve as an
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.
S. This is a building code evaluation. Neither TrinitylERD 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.
QNTRINITYIERD
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 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
1507.2.5,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, 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 Shingles:
4.2.1 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 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 TrinityJERD 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,LLC. Evaluation Report 037940.02.12-R8
Certificate of Authorization#9503 6'"EDITION(2017)FBC NON-HVHZ EVALUATION FL10674-1113
Owens Corning Asphalt Roof Shingles Revision 8:10/09/2017
Page 2 of 8
UT__R1NrrYjERD
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 Vasd = 150 mph (V,,it = 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, 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.
➢ WeatherGuardo HP shingles require minimum six(6)nails per shingle.
➢ Devonshire TM 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:
Feltunderlayment Deck Felt underlayment Deck SeH$dhered
WeatherLockS
Self-adhered undedayment
WeatherLoclta
underlayment
Drip edge
Drip
Drip edge i
Is located
Nails located Y-3'from eave
2=3"from eave
Install Fust Self-sealing adhesive ung long ere
Starter Strip positioned along gave vvitlr 6Install�Rmeved rststarteStripplus positioned along ave
shingle with
6"removed \ , Starter Strip flus overhangs eaves and rakes 1/41-3/4"
Starter Strip shingle overhangs eaves and rakes/i'--'/." �
Exterior Research and Design,LLC. Evaluation Report 037940.02.12-R8
Certificate of Authorization#9503 6T"EDITION(2017)FBC NON-HVHZ EVALUATION F1.10674-1113
Owens Corning Asphalt Roof Shingles Revision 8:10/09/2017
Page 3 of 8
TRINITY I ERD
6.2.6 Minimum Nailing—Classic®&Supreme:
Normal Mansard or Area para Normal Mansard or Area pin
Wind Areas. High Wind dasvanes y Wind Areas High Wind desyanes y
Area par vientos normates Areas Wentos faertes Ana para.vientos normeles Areas viontos fu�rtes
t't, TAI tt,t" rt. Z. i6 �Z' t' '� y [AI tit?', a• 2•- BI �• t'
S Exposure li 9117 Exposure
Exposie7on Exposiaidn
6.2.7 Minimum Nailing—Berkshire®:
Sealant strip, Sealant strip
to fha de seRaaloc 18 tha de selladar
01 0 Yf ' 917 } ,8 w 8 W
1•
1"J
r
r
1
♦..
Standard Fastening Pattern 6-Nail Fastening Pattern
SAlat t strip
- 6lira de sdkJar-
aE--►ate—�a :a�—i a�— )a
gyp 9 Yf 9.W 811T
t" t• .
2 Asphalt roolingYatrt%tit
Com ala de feels da asta80.
Mansard or Steep Slope Fastening Pattern
Exterior Research and Design,LLC. Evaluation Report 037940.02.12-R8
Certificate of Authorization#9503 6'EDITION(2017)FBC NON-HVH7 EVALUATION FL10674-R13
Owens Corning Asphalt Roof Shingles Revision 8:10/09/2017
Page 4 of 8
TRINITY I ERD
6.2.8 Minimum Nailing—Devonshire'r":
7"
8"
on vpn 7n
O
• g Nal7aw+
ails
•••-•_• r r a r
56/8'exposure Sealant location ""
Exposidbn de 5 6/8 put Ubicadbn del sellador •
Ten V Spots of Asphah Roof Cement
Standard 6-Nail Fastening Pattern 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 6-Nail Fastening Pattern
LSUMM10ftstonlivalwilmsm 9u nttanatdate"area Mme
Nan.Typical �9.Typical
12^'I]
1'
e tni a se F] F� G-1W a srs^
F]'
Standard Fastening Pattern 6-Nail Fastening Pattern
Fastening for Slopes Greater Than 21:12
SuMUM fa.bniap u.•wWth
N.u.TYWc+i
1" 12^ I 12^
e-in^s-sie^
Pour 1^spat mwvpha t paaeng C.meW
Mansard or Steep Slope Fastening Pattern
Exterior Research and Design,LLC. Evaluation Report 037940.02.12-118
Certificate ofAuthori2ation#9503 6T"EDITION(2017)FBC NON-HVHZ EVALUATION F1.10674-1113
Owens Corning Asphalt Roof Shingles Revision 8:10/09/2017
Page 5 of 8
l-RINITY I ERD
6.2.1 Minimum Nailing—TruDefinition®Oakridge®,Oakridge®:
4,Nail,Paltern 6-Nall Pattern
Esquema con 4 clavos. Esguema con 6 clavos
p p
ft= .12-
-Nails
6518"Exposure5618"Exposure Naffs
Ficposkidn.de55/8putg clavas p ade55/8pulg. 56/81,Exp.os Clavas 6,6/8"Exposu�e
Ezposluon de 6618 ping Expcsicion de 56/8 ping.
Standard Fastening Pattern 6-Nail Fastening Pattern
Fastening for Slopes Greater Than 21:12
5—HaDW-t-1.9-t-1.9 ores width
.�,+YPCm
+^ +r +r +^
6+18^
Fotu+^$"ofAaPMa Ro ftng Cement
Mansard or Steep Slope Fastening Pattern
6.2.1 Minimum Nailing—WeatherGuard°HP:
1' 1 1n04.sidr Vlow
:s:•; :::1• famunwThgiNilLine
�i�w IrYnw i t�die
Exterior Research and Design,LLC. Evaluation Report 037940.02.12-118
Certificate of Authorization#9503 6T"EDITION(2017)FBC NON-HVHZ EVALUATION F1.10674-1113
Owens Corning Asphalt Roof Shingles Revision 8:10/09/2017
Page 6 of 8
VTRINITYJERD
6.3 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"m 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:
Flg.1 4, Fig.2
E=
Direction A.. top Vim SldeYiew
Nails ---� � A Nal. .Nails
Top Lamtrlafetl'
,.a I I 6'. Pi-
•
zNAI I I I I
i
I
12"
6.3.4 Minimum Nailing—WeatherGuard®HP Hip and Ridge:
Fig.'d• q 4
Fig.C Hip'4(R dge'Shingle Fastening
TopVlaw
PrevallNg Y71ntl
�—Dlroetlin' A
F
Walls~y44
A I I Nal@ Nails
I I 7 2
A\ I I I I •
EIpoSare
W Erposule
17'
Exterior Research and Design,LLC. Evaluation Report 037940.02.12-R8
Certificate of Authorization 119503 6T"EDITION(2017)FBC NON-HVHZ EVALUATION FL10674-R13
Owens Corning Asphalt Roof Shingles Revision 8:10/09/2017
Page 7 of 8
TRINITY I ER®
6.3.5 Minimum Nailing-ProEdge Hip&Ridge Shingles:
Prevailing Standard t11■_�
Wind Direction SealaMStrip Patternng
6'Exposure
12' 1 Sealant
Fasten 71h' 7�I=� 6"Exposure
Cover Exposed 1 1
Fasteners with _I
Roof Cement
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.
Prarairng Wind Direction Top View
�—Diroctiondarnimntadavent r vtue oe p r I'
Dim c=do[viaito prodwnironte
CNA
NCy6�� p I, OvrensComfng SumNeir Cd01O
CIm°o
I
p
A i i 16
J k i v ele�
fe-t'r;o U I
■fib°,� I��
LIS
I
F la 12
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; (631)546-2458; Kanchi.Agrawala-Dokania@ul.com
- END OF EVALUATION REPORT-
Exterior Research and Design,LLC. Evaluation Report 037940.02.12-R8
Certificate of Authorization#9503 6T"EDITION(2017)FBC NON-HVHZ EVALUATION FL10674-1113
Owens Corning Asphalt Roof Shingles Revision 8:10/09/2017
Page 8 of 8
FILE COPY
CREEK OWENS CORNING ROOFING AND ASPHALT LLC
WeatherLock®Self-Sealing Ice&Water Barriers
TECHNICAL SERVICES, LLC
GENERAL LIMITATIONS
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 property ventilated in accordance with the FBC requirements.
6) All side lap seams shall be installed to shed water from the deck.
7) The underlayment 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 underlayment shallmeet 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 complianceliance with
Rule 61 G20-3.
COMPLIANCE STATEMENT
The products evaluated herein by Zachary R. Priest, P.E. have demonstrated compliance with the Florida Building
Code 6th Edition (2017)as evidenced in the referenced documents submitted by the named manufacturer.
`ttttutlrrrr
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%% E��••cN,s"- Fs' 2017.10.11
No 74021 09:06:29
-04'00'
STATE OF :14/-
��,�•. ,� Q :��� Zachary R. Priest, P.E.
'�,��`•
40 R 10.•'����` Florida Registration No.74021
/ON
A1-���`�� Organization No.ANE9641
�rrrr fill itt
CERTIFICATION OF INDEPENDENCE
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
OCR14002.8a FL9777-R11 Page 4 of 4
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.
OWENS CORNING ROOFING AND ASPHALT LLC'
CREEK WeatherLock®Self-Sealing Ice&Water Barriers
TECHNICAL SERVICES, LLC
PRODUCT APPLICATION
Min. Roof Slope: 2:12 in accordance with the FBC
Application: All underlayments 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 underlayment
application. Prior to beginning installation, the underlayment shall be unrolled and
allowed to relax for a minimum of 3-5 minutes.
The underlayment shall be installed with the release backer removed and pressed firmly
into place to ensure complete contact with the deck. The underlayment shall be installed
with the roll length parallel to the eave, starting 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 3-4 inches across the width
of the lap.
It is permissible to back nail the underlayment 12-inches on-center as needed(nails shall
be installed perpendicular to deck with the nail heads flush to the top surface of the
underlayment). 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.
Underlayment System 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.
Underlayment: WeatherLock® Specialty Tile & Metal shall be applied in accordance with
manufacturer's 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 caps spaced 12" o.c. The applied
underlayment 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.
I
CDEEK OWENS CORNING ROOFING AND ASPHALT LLC
j� WeatherLock®Self-Sealing Ice&Water Barriers
TECHNICAL SERVICES, LLC
PRODUCT DESCRIPTION AND LIMITS OF USE
WeatherLock®G WeatherLock®G is an ASTM D 1970 self-adhesive underlayment constructed from SBS
(Brentwood, NH) modified asphalt, a fiberglass mat reinforcement and surfaced with granules. The
product 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 underlayment constructed from
(Brentwood, NH or SBS modified asphalt with a fiberglass mat reinforcement. The product is supplied in 1-
Houston, TX) 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-ft.
WeatherLock® 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® 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 underlayment
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, TX)
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 tile roofing using either ICP Adhesives Polyset AH-160 (ICP
Adhesives and Sealants, Inc.)or TILE BONDTM 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, underlayment used as an alternative to
Tear) ASTM D 226,Type I or Type II roofing felt and ASTM D 1970 self-adhering polymer
(Houston, TX) modified bitumen underlayment. 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-R11 Page 2 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.
( t
Certificate of Authorization bur 29824
CREEK17520 Edinburgh Drive
Tampa, FL 33647
TECHNICAL SERVICES, LLC (813)480-3421
EVALUATION REPORT FLORIDA BUILDING CODE,61"EDITION(2017)
Manufacturer: OWENS CORNING ROOFING AND ASPHALT LLC Issued October 11, 2017
1 Owens Corning Parkway
Toledo, OH 43657
(800)438-7465
www.owenscorning.com
Manufacturing Location: Brentwood, NH
Houston,TX
Quality Assurance: UL LLC(QUA9625)
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-042-02-01 REV2 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) OCF-321-02-01 ASTM D 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
OCR14002.8a FL9777-R11 Page 1 of 4
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specifically addressed herein.