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Home My WebLink AboutEVALUATION REPORT"I CRE TECHNICAL SERVICES,LL qt. EVALUATION REPORT Certificate of Authorization No. 29824 17520 Edinburgh Drive SCANNED Tampa, FL33647 BY (813)480-3421 Lucie County FLORIDA BUILDING CODE, 6nr EDITION (2017) Manufacturer. OWENS 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 Report No. Standard Year PRI Construction Materials Technologies (TST5878) NEI-039-02-01 ASTM D 1970 2015 PRI Construction Materials Technologies (TS75878) 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 (17ST5878) 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) OGF-272-02-01 TAS 103 1995 PRI Construction Materials Technologies (TST5878) OCF-296-02-02 [CC -ES AC 188' 2012 PRI Construction Materials Technologies (TST5878) OCF-297-02-01.1 ICC-ES AC 48 ASTM D 1970 2012 2015 PRI Construction Materials Technologies (TST5878) OCF-318-02-01 ASTM D 197o 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 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. P: 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 theroofdeck 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)) sq. rolls with nominal dimensions of 3-11 x 33.3-ft and 2 sq. rolls with nominal dimensions of 3-ft x66.7-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 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. Weatherl-ockS 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 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 day or concrete file 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.11 roofing felt and ASTM D 1970 self -adhering polymer (Houston, TX) 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. Technical Services, LLC of any product changes or quality assurance changes throughout the duration forwhich 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 WeatherLoek® Self -Sealing lee & Water Barriers Min. Roof Slope: 2:12 in accordance with the FBC Application: All undedayments 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 protmslon and corrected prior to underayment application. Prior to beginning Installation, the underfayment shall be unrolled and allowed to relax fora 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 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-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 underfayment 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, 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. RESISTANCE The Maximum Design Pressures shown below were calculated using a 2:1 margin of safety per FBC Section 1504.9 Underiayment System No 1 — Weatherl-ock Specialty Tile & Metal Only Roof Deck: Min. 15132-inch CDX plywood attached to wood supports spaced a maximum 24" o.c. Undedayment: Weatherl-ock® 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 H tin caps 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: ray r r r-m r Page 3 of 4 This evaluation report is provided for State of Florida product approval under Rule61G20.3. 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 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 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 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 (P Edition (2017) as evidenced In the referenced documents submitted by the named manufacturer. ill J�P�Y . R �rPA/,,,i t. No 74021 . STATE OF : <tr2 0T�%SA,4 O R 1 � r �\� � �O'4'/ONA�tt ,`% .......... 2017.10.1 09:06:29 04'00' Zachary R. Priest, P.E. Florida Registration No. 74021 Organization No. ANE9641 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 i cos evaluation report is provided for State of Florida product approval under Rule 61 G20S. 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. TRINITY I ERQ EVALUATION REPORT uwens corning One Owens Corning Parkway Toledo, OH 43659 (740)404-7829 EXTERIOR RESEARCH & DESIGN, LLC. SCANNED Certificate of Authorization Jl9503 353 CHRISTIAN STREET, UNIT #13 BY OXFORD, CT 06478 St. Lucie County (203) 262-9245 Evaluation Report 037940.02.12-R8 FL10674-11113 Date of Issuance: 02/06/2012 Revision 8: 10/09/2017 SCOPE: This Evaluation Report is issued under Rule 61620-3 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. 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 '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 The facsimile seal appearing was authorized by Robert Nieminen, P.E. an 10/09/2017. This does not serve as an electronically signed document. 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. 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 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. TRINITY 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 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 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: 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 D2/10/2014 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 Varlous 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 DuraRidge' Hip & Ridge Shingles are fiberglass reinforced, hip and ridge asphalt roof shingles. 4.3 Accessary 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 037940.02.12-118 Cer Tuvte ofAuthodaflon M03 e EDITION (2017) FaC NON-HVHZ EVALUATION FL10674-R13 Owens Coming Asphalt Roof Shingles Revision B: 10/09/2017 Page 2 of 8 'V I KINITi j 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 Vaad = 150 mph (Van = 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 Va:d =150 mph (Val,= 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 614320-3. 6. INSTALLATION: 6_1 Underlavment: 6.1.1 Under)ayment shall be acceptable to Owens Corning and shall hold current Florida Statewide Product Approval, or be Locally Approved per Rule 6162D-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 instaflation 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: Fenwdetleymern Deck Seg•adhered weathedAdre undadapment eDrip— 9 De a* a' We lacated 2 Themeava InstallGst Starter SNy Sell•sedin aa0wsive shin®k IN painioaalongene `. it moored Starter Strip shhNleovedwags eaves and rakes W 4r Exterior Research and Design, LLC. Evaluation Report 037940.02.12-RS cexljlcate OfAuthoruation 99503 file E0rnON 12017)FHC NON-HVHZ EVALUATION FL30674-R13 Owens Coming Asphalt Roof Shingles Revision 8: 10/09/2017 Page 3 of 8 6.2.6 Minimum Nailing — UassicO&Supreme: N�OM GrNs High 1rYind pars Aye pore vfeMov dotourrs Am* vf�ntw Mmo t S°Eaposurn £ipovfrfdo 6.2.7 Minimum Nailing — Berkshire®: P Standard Fastening Pattern \l TRINITY I R iE Nontut Etontoed or Aron pam Wind Aron High Wind do� y Any pen vl000po norrruha Am" viant" fuaryo T t' 1• • • y t• I B NW Expo . apuvlcfdn Mansard or Steep Slope Fastening Pattern 6-Nail Fastening Pattern Exterior Research and Design, U.C. Evaluation Report 037940.02.12-R8 Celtf)?G ofAutherhotion 995a3 6'o EDITION (2017) FBC NON-HVHZ EVALUATION FL70674-R33 Owens Coming Asphalt Roof shingles Revision 8: 10/09/2017 Page 4 of 8 6.2.8 Minimum Nailing—Devonshireo: n MIS` exposure Fiposici6nde5.573pu1g 9ealud les81 M UhiLaddn del sdlador Dianciare 6-Nail Fastening Pattern \ 'I RINITY ! ERD ------------------- Nails e _r :a Tmt"5 otsd Asphaft Roof Ctment Mansard or Steep Slope Fastening Pattern 6.2.9 Minimum Nailing — Duration®, TruDeNnitionO Duration, Duration® Premium Cool & TruDefinition" Duration Designer Color Collection: 4-W Fastening Pattern T ee.x®e,mma...,amn Standard Fastening Pattern o-rvao rascenmg raaern Faate"M SPopn GHndxr Tnxn 21:12 btnmOrm•eMwtlm� e�0.ryµe 1 rw r W�mbP•xmaq r+n""r Mansard or Steep Slope Fastening Pattern Exterior Research and Design, U.C. Evaluation Report 037940.02.12-R8 Cerdficote o/Authorimtbn 89SOS 6'"EDITION (2017)FBC NON-HVHI EVALUATION FL10674-R13 Owens Coming Asphalt Roof Shingles Revision 8: 10/09/2017 Page 5 of 9 6.2.1 Minimum Nailing—TruOefinition OakridgeO, Oakridge®: 4 Nail Pattam Espana con 4 divas 1. r or SSWExppsum ?a➢,a4e'mh6vf6pdg Naffs 66A}'Esposom Cuvos F.grisrrldnde`66/BP,4g Standard Fastening Pattern \! I RININ i ERD 6Nall Pmam Esqueina con 6davos s' r 4—t� fr 12' # tail Ir+: , 6SW ExImum C6im 5Sir Expwm E+r *Wddn do E6/0pdg. Emosktln de 66J6pdg. Mansard or Steep Slope Fastening Pattern 6.2.1 Minimum Nailing— WeatherGuard® HP: a 6-Nail Fastening Pattern oft VKDW Xti.. nj S d��iiri4drn Exterior Research and Design, U.C. Evaluation Report 037940.02.12-Ra Certijkote oJAuthamorion 09503 6rx EDITION (2017) FBC NON-HVHZ EVALUATION FL10674R13 Owens Coming Asphalt Roof shingles Revision 8:10/09/2017 Page 6 of 8 'QRINITY j ERD 6_3 Hio & Ridge Shingles: 63.1 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— Berkshiree Hip & Ridge and High Ridge: f—. � tl Md 6.3.4 Minimum Nailing — WeatherGuard® HP Hip and Ridge: P" Exterior Research and Design, U.C. CWWWte ofAvthorfmdon 99503 eEDITION (2017)F0C NON-HVH2 EVALUATION ..Owens Coming Asphalt Roof Shingles Evaluation Report 037940.02.12-R8 FL10674-R13 Revision 8:10109/2017 Page 7 of 8 6.3.5 Minimum Nailing - ProEdge Hip & Ridge Shingles: Pmvaiting Wand- Direction suinn su p �' e•Exposure •• riiji# A Into Ph' �GEf3� 'I "3?i�e Fxatemn wRh ' Roca Cmumt • -OFF` ap'".,, TRINITY t ERD Standard .--11•� Fastening Pattem { T+1 r� �� I•-T 12• + Sedans 7'h 8, F� r 6.3.6 Minimum Nailing—DuraRidgeTM 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. 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 CIA entity for information on which plants produce products covered by Florida Rule 9N-3 CIA requirements. 10. QUALITY ASSURANCE ENTITY: UL LLC—QUA9625; (631) 546-2458; Kanchi.Agrawala-Dokania@ul.com - END OF EVALUATION REPORT - Exterior (research and Design, U.C. Evaluation Report 037M.02.12.118 Certilicote of Authoruodon#9503 61N EDITION(2017) FBC NON•HVHZ EVALUATION FL10674-R13 Owens Coming AsphaR Roof Shingles Revision 8: 10/09/2017 Page 8 of 8