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Home My WebLink AboutEVALUATION REPORTly1 C R E E K TECHNICAL SERVICES, LLC EVALUATION REPORT Certificate of Authorization 29824 SCANNED 17520 Edinburgh Drive BY Tampa, FL 33647 St. Lucie County (813)4803421 FLORIDA BUILDING CODE, 6Te EDITION (2017) Manufacturer: OW ENS CORNING ROOFING AND ASPHALT LLC Issued October 11, 2017 1 Owens Coming Parkway Toledo, OH 43657 (800)438-7465 www.owenscoming.com Manufacturing Location: Brentwood, NH Houston, TX Quality Assurance: UL LLC (QUA9625) SCOPE Category: Roofing Subcategory: Undedayments Code Sections: 1504.3.1, 1507.1.1 Properties: Physical properties REFERENCES Enti PRI Construction Materials PRI Construction Materials PRI Construction Materials PRI Construction Materials PRI Construction Materials PRI Construction Materials PRI Construction Materials PRI Construction Materials PRI Construction Materials PRI Construction Materials PRI Construction Materials PRI Construction Materials PRI Construction Materials PRI Construction Materials Report No. NEI-039-02-01 NEI-042-02-01REV2 NEI-045.02-01 NEI-045-02-01 NEI-053-02-01 NEI-053-02-01 NEI-093-02-02 OCF-213-02-01 OCF-237-02-01 OCF-252-02-01 OCF-252-02-01 OCF-253.02-02 OCF-272-02-01 OGF-296-02-02 PRI Construction Materials Technologies (TST5878) OCF-297-02-01.1 PRI Construction Materials Technologies (TST5878) OCF-318-02-01 PRI Construction Materials Technologies (TST5878) OCF-320.02-01 PRI Construction Materials Technologies (TST5878) OCF-320-02-01 PRI Construction Materials Technologies (TST5878) OCF-321-02-01 PRI Construction Materials Technologies (TST5878) OCF-322-02-01 PRI Construction Materials Technologies (TST5878) OCF-355-02-01 'Determined to be equivalent to ASTM D 226-09, Type I and II Standard ASTM D 1970 ASTM D 1970 TAS 103 ASTM G 155 TAS 103 ASTM G 155 ASTM D 1970 ASTM D 1623 UL 1897 ASTM D 4798 ASTM D 1970 ASTM D 1970 TAS 103 ICC-ES AC 188' ICC-ES AC 48 ASTM D 1970 ASTM D 1970 TAS 103 ASTM G 155 ASTM D 1623 UL 1897 UL 1897 Year 2015 2015 1995 2005a 1995 2005a 2015 2009 2012 2001 2015 2015 1995 2012 2012 2015 2015 1995 2005a 2009 2012 2012 I his 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 reportdoes not express nor imply warranty, installation, recommended use, or other product attributes that are not spectOcally addressed herein. CREEK OWENS CORNING ROOFING AND ASPHALT LLC 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 undedayment 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, 7)0 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(D 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 Weathercock® Metal is an ASTM D 1970 self-adhesive undedayment 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 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, 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 file roofing using either ICP Adhesives Polyset AH-160 (ICP Adhesives and Sealants, Inc.) or TILE BONDnu Roof Tile Adhesive (The Dow Chemical Company). Exposure on the roof deck shall be limited to maximum 90 days. The maximum roof slope shall be 6:12 when used with day or concrete the 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 tl roofing felt and ASTM D 1970 self -adhering polymer (Houston, 7X) modified bitumen undedayment. The undedayment 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. Weathercock® G (High Tear) is permitted to be used as prescribed in FBC Section 1607.1.1 for mechanically attached roof coverings. Exposure on the roof deck shall be limited to a maximum 30 days. OCR14002.8a FL9777-R71 Page 2 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. 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: Alf underiayments 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 firmly into place to ensure complete contact with the deck. The undedayment shall be installed with the roll length parallel to the eave, starting at the save, and with minimum 3" side laps and minimum 6" end laps staggered min. 6-iLfrom 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 undedayment 12-inches on -center as needed (nails shall be installed perpendicular to deck with the nail heads gush to the top surface of the undedayment). Additionally, WeatherLocM 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. Undedayment System No 1 — Weathert-ock Specialty Tile & Metal Only. Roof Deck: Min. 15132-inch CDX plywood attached to wood supports spaced a maximum 24" o.c. Undedayment: 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: rear rr-K n Page 3of 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 specltically addressed herein. CREEK TECHNICAL SERVICES, LLC GENERAL LIMITATIONS OWENS CORNING ROOFING AND ASPHALT LLC WeatherLock® Self -Sealing Ice S 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 manufacturers 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 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 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 61 G20-3. COMPLIANCE STATEMENT The products evaluated herein by Zachary R. Priest, P.E. have demonstrated compliance with the Florida Building Code 6s' Edition (2017) as evidenced in the referenced documents submitted by the named manufacturer. 0,"PY lR fill p`��G�............ �Fsy'•� No 74021 �t• STATE OF r�4t� SS�ONA11- B tE� .0�� CERTIFICATION OF INDEPENDENCE 2017.10. 09:06:29 04'00' 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 with acquire, a financial interest in any other entity involved in the approval process of the product END OF REPORT i his , I port is vall . Technical Services, LLC of any product changes or quality assurehce 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. TRINITY � ERD EVALUATION REPORT Owens Corning One Owens Corning Parkway Toledo, OH 43659 (740)404-7829 SCANNED BY St. Lucie County EXTERIOR RESEARCH St DESIGN, I.I.C. Certificate of Authorization #9503 353 CHRISTIAN STREET, UNIT#13 OXFORD, CT 06478 (203)262-9245 Ition Report 037940.02.12-RS FL10674-R13 Date of Issuance: 02/06/2022 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 a 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. TrinityiERD 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 'Trinityi 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. 59I66, Florida DCA ANEI983 The facsimile seal appearing was authorized by Robert Nieminen, P.E. on 10/09/2017. This does not serve as an electronlcally signed document CERTFICATION OF INDEPENDENCE: 1. Trinity] 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 Trinity I 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. \\, TTRINITY I 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 6" 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 03161 2016 1507.2.7.1, R905.2.6.1 Wind Resistance ASTM D7158 2011 3. REFERENCES: RaiN Examination Reference Date UL LLC (CER9626) Physicals & Wind Resistance File R2453, Vol. 3 02/15/2067 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 ULLLC (QUA9625) Quality Control Service Confirmation Exp. 05/16/2020 4. PRODUCT DESCRIPTION: 4.1 Asphalt Shlneles: 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, TruDefinitionOakridge, 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 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 IERD 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 Cerfmrrc ofAuthorkatran P9503 a EDITION(2017) FBC NON-HVHZ EVALUATION FL10674-R13 Owens Coming Asphalt Roof Shingles Revision 8: 1o/o9/2017 Page 2 of 8 5_4 Wind Classification: RINITY ERD 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 Va:d = 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 Vasd =150 mph (Van =194 mph). Refer to Section 6 for installation requirements to meet this wind rating. 5.4.3 Classification by ASTM D7258 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 614320-3. 6. INSTALLATION: 6_1 Underlavment: 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. D 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: Feltunderloynern Deck Self -adhered WeatherLock+ urdedayment Drip eDrip edge ws. Naas looted i dram eeve Insist] first SelFsearmg adhesive Scarcer Snip positioned aloigeore ah ngk w' e nanored Start" Snip stwrgle avedurpia Mae and Dina R--'h' S.1-.0ered weadvet.dde NWTt]YTtlM1 opt! L��e Ncared 'ra�fromeaw eM eaw d nk"19Va. Exterior Research and Design, U.C. Evaluation Report 037940.02.12-118 Cerc7jmte of Authorization C9503 6m EDMON(2017) FBC NON.HVH2 EVALUATION FL10674-R13 Owens Coming Asphalt Roof Shingles Revision 8: 10/09/2017 Page 3 of 8 I 6.2.6 Minimum Nailing —Classics &Supreme: Wior Arsa pore tl An.• H W,xtai�ad y Arw p•n H�Mb• home/u Ana. •boto• linen• Irexposana 6.00•tcidn IN 6.2.7 Minimum Nailing —Berkshire*: Seahmurlp- ..IatlaGfRLdY 1' Sri' -•,.B4f •' may'•!-9 ,.1 Standard Fastenine Pattern `,J I RINI TY ERD ANg°r�Windnn High WindoonasV Ann pare vlontoc Homo/•• Areas vimN to• •IM 1 0 8)B' Fapo•ur. E1pro•laldn S.WMrUi0 tlt4ldl,NledJl MEN towl VV -1 6-Nail Fastening Pattern Exterior Research and Design, LLC. Evaluation Report 037940.02.12-R8 Cerfrf7a to ofAuthorua0on Mal 6' EDITION (2017) FBC NON-HVHZ EVALUATION 1`1.10674-R13 Owens Coming Asphalt Roof Shingles Revision 8: 10/09/2017 Page 4 of 8 6.2.8 Minimum Nailing —Devonshire^': 7" 8" I 8" A. I 7. I 1� >CL.. 531a'expasem Sealantloeapon Expasiddn de 53/8 ping U6tracidn del seltador Standard 6-Nail Fastening Pattern "',JTRINITYIERD Nails t T a y r Tent' of hah Aaot Cement Mansard or Steep Slope Fastening Pattern 6.2.9 Minimum Nailing — Duration®, TruDefinitionO Duration, Duration® Premium Cool & TruDefinition' Duration Designer Color Collection: Fa ning Pattern standard Fastening Pattern Mansard or Steep Slope Fastening Pattern Exterior Research and Design, I.I.C. Evaluation Report 037940.02.12-Ra Certlf.te ofAvthorizabn a9503 6'"EDITION (2017)FBC NON-HVH2 EVALUATION F1.10674-1133 Owens Coming Asphalt Roof Shingles Revision 6: 10/09/2017 Page 5 of 8 6.2.1 Minimum Nailing—TruDeflnitian Oakridgee, Oakridgee: 4 Nail Pattern Ewma con 4 dams 1• t. Imo- m ->•i In--'tr t l � Io-i4 ill iE7 ii �,:lk w�ti. bF is.) 65/8"ExPosure Nab. 661W Expm Ztporldm de,S6/BPS comr E+1ostW6nda66/Byidg. Standard Fastening Pattern "'J TRINITY I ERD 6 Nall Pamm Esqueina con 6 dams r r 3 e 41Zit ;it .e l;t 1 , i i Nail, clavas 5S.7 tpm Eaportntinv,s1zvpaswa d66/BPufg Etposfebnd 66/Bptdg tW.x.asmrae.�.wm Mansard or Steep Slope Fastening Pattern 6.2.1 Minimum Nailing—WeatherGuardOHP: 6-Nail Fastening Pattern stab skvs Vy® 67bo Itr<>:rd- Exterior Research and Design, U.C. Evaluation Report 037940.0Z.12-R8 CerdProre nlAuthorhatlon M03 6rx EDITION (2017) FBC NON-HVHZ EVALUATION FL10674-R33 Owens Coming Asphalt Roof Shingles Revision 8: 10/09/2017 Page 6 of 8 '�INITY i ERD 6_3 HiD & 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 Coming current published instructions, using four (4) nails per shingle. Installation of DuraRidge"0 Hip & Ridge Shingles shall comply with the Owens Corning current published instructions, using two (2) nails per shingle. Refer to Owens Coming 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.S. Staples are not permitted. 6.3.3 Minimum Nailing — Berkshire° Hip & Ridge and High Ridge: Fig.1 .�— Haaaovara deeebn A Ma>t .e.,y ♦P P i P 1 I 1 I i nanim. 6.3.4 Minimum Nailing — WeatherGuard® HP Hip and Ridge: Fig.A ..... pRw/rgnbC Fig. C Hip & Ridge Shingle Fastening TOpV]w MR, fth T 1r I Exterior Research and Design, U.C. Evaluation Report 037940.02.12•101 CertUlcote of Authorkatbn#9503 6'"EDITION(2017) FBC NON•HVH2 EVALUATION FL10674-R33 Owens Coming Asphalt Roof Shingles Revision 8: 10/09/2017 Page 7 of 8 `�J TRINITY ERD 6.3.5 Minimum Nailing-ProEdge Hip & Ridge Shingles: Provailing Wind Direction s d nt 50ip a' &P=re ..rt(gi, Mr ji'tES; °pp ;Futer7%' < 4{4Y2� FaafonsnE� with :y Roof Courant 6.3.6 Minimum Nailing — DuraRidgem 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. 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. B. 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 CA entity for information on which plants produce products covered by Florida Rule 9N-3 QA requirements. 10. QUALrry ASSURANCEENTI7Y: ULLLC—QUA9625;(631)546-24SB;Kanchi.Agrawala-Dokania@ul.com - END OF EVALUATION REPORT - Exterior Research and Design, U.C. Evaluatlon Report 037940.02,12•Rg CEMPWte of Authorization k9503 a EDITION (2017) F8C NON•HVHL EVALUATION FL10674-R33 Owens Corning Asphalt Roof Shingles Revision 8: 10/09/2017 Page 9 of 8