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Home My WebLink AboutEVALUATION REPORTCertificate of Authorization No. 29824 CREEK 17520 Edinburgh Drive Tampa, FL 33647 TECHNICAL SERVICES, LLC (813)480-3421 EVALUATION REPORT FLORIDA BUILDING CODE, C EDITION (2017) Manufacturer: OWENS CORNING ROOFING AND ASPHALT LLC Issued October 11, 2017 1 Owens Coming Parkway Toledo, OH 43657 (800) 438-7465 Mm.owenscoming.com Manufacturing Location: Brentwood, NH SCANNED Houston. TX BY Quality Assurance: UL LLC (QUA9625) St. Lucie County SCOPE Category: Roofing Subcategory: Underlayments 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 (TST5878) NEI-042-02-OIREV2 ASTM D 1970 2015 PRI Construction Materials Technologies (TST5878) NEI-046-02-01 TAS 103 1995 PRI Construction Materials Technologies (TST587B) NEI-D45-02-01 ASTM G 155 2005a PRI Construction Materials Technologies (IST5878) NEI-053-02-01 TAS 103 1995 PRI Construction Materials Technologies (rST5878) NEI-053-02-01 ASTM G 155 2005a PRI Construclion Materials Technologies (TST6878) 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 (rma;rs) 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 KIC-ES AC 188' 2012 PRI Construction Materials Tech ogies (rST5878) OCF-297-02-01.1 ]CC -ES AC 48 ASTM D 1970 2012 2015 PRI Construction Materials Techm ogies (TST5878) OCF-318-02-01 ASTM D 1970 2015 PRI Construction Materials Techno ogies CrST5878) OCF-320-02-01 TAS 103 1995 PRI Construction Materials Tec;hno ogies (rST5878) OCF-320-02-01 ASTM G 155 2005a PRI Construction Materials Techno ogies (TST5878) OCF-32"2.01 ASTM D 1623 2009 PRI Construction Materials Techno ogles (TST5878) OCF-322-02-01 UL 1897 2012 PRI Construction Materials Technologies (rST.5878) OCF-355-02-01 UL 1897 2012 'Determined to be equivalent to ASTM D 226-09, Type I and 11 OCR14002.8a FL9777-Rll Page 1 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 quafity 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 Weatherl-ockO Seff-Seallng lee & Water Barriers W TECHNICAL SERVICES, ILLC PRODUCT DESCRIPTION AND LIMITS OF USE WeatherLock(b G WeatherLockOD G is an ASTM D 1970 self-adhesive undedayment constructed from SBS (Brentwood, Alh) 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(g) Mat WeatherLock(D Mat is an ASTM D 1970 self-adhesive underlayment constructed from (Brentwoad� NH or Houston, T)O SBS; modified asphalt with a fiberglass mat reinforcement The product is supplied in 1- 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. WeatherLockO 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. WeatherLockiiii Metal WeatherLock(D Metal is an ASTM D 1970 self-adhesive underfayment 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. Weatherl-ocklD 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@ Weatherl-ock(E) 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, 7X) WeatherLock& Specialty Tile & Metal is permitted to be used as prescribed in FBC Section 1507.1.1. Weatherl-ock@ 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 BONDr"` 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 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-8 G (High WeatherLock(D G (High Tear) is a self -adhered, underlayment used as an alternative to Tear) ASTM D 226, Type I or Type I I 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 intemal 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 an the roof deck shall be limited to a maximum 30 days. OCR14002.8a FL9777-R11 Page 2 of 4 In's evaluavon 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 am not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC PRODUCT APPLICATION OWENS CORNING ROOFING AND ASPHALT LLC Weathert-oclid) Self -Sealing Ice & Water Barriers Min. Roof Slope: 2:12 In accordance with the FBC Application: All undedayments she# 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 chocked forprotruslon and corrected prior to underfayment application. Prior to beginning Installation, the undertayment 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 vidth 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 Resismm The Maximum Design Pressures shown below were calculated using a 2:1 margin of safety per FEIC Section 15D4.9. Underlayment System No.1 — Weathert-ock Specialty rile & 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 backnafled 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 fin 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: FL9777-Rll of 4 I 111b waluauun report is provioea tar btate of Florida product approval under Rule 61G20�3. Themanufact urer shall notify CREEK Technical Services, LLG 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, Ll GENERAL LIMITATIONS OWENS CORNING ROOFING AND ASPHALT LLC WeatherLock(D Self -Sealing lee & 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) Ail 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 & Edition (2017) as evidenced in the referenced documents submitted by the named manufacturer. o 74021 Xz E OF 4Q Z �0 10 CERTIFICATION OF INDEPENDENCE 2017.10.11 09:06:29 -04'00' Zachary R. Priest, P.E. Florida Registration No. 74021 Organization No. ANE9641 CREEK Technical Services, Ll-C 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 of 4 ��'u w, �ullua piuuu�, dpijwvai unuer Kute bilj;w-j. I ne manufacturer Shall notify CREEK ces. LLC of any product change" or quality assurance changes throughout the duration for which this report is valid. �e�hn S;;�, This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. TMITY1,1*6 EVALUATION REPORT Liwers Corning One Owens Corning Parkway Toledo, OH 43659 (740) 404-7829 SCA'VNIED St. LU 13Y E)(TERIOR RESEARCH & DESIGN, U.C. Cie collr7tv Certificate of Authorization #9503 353 CHRISTIAN STREET, UNIT #13 OXFORD, CT 06478 (203) 262-9245 Evaluation Report 037940.02.12-R8 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 e 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 Nierninen, P.E. if the product changes or the referenced Quality Assurance documentation changes. TrinityJERD 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. INSPEcrION: 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 B. Prepared by: Robert J.M. Nleminen, P.E. Florida Registration No. 59J66, Florida DCAANE39&3 The fatsimlle seat appearing was authorized by Roben Niammen, P.E. On 10/09/2017. This does not same 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. Trinity I 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 Nierninen, 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 unle�ss retained specifically for that purpose. \JTRINITYIERD 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 I Conditions of Use set forth herein. 2. STANDARDS: Section Prope Standard Year 1507.2.S, 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 ULLLC(CER9626) Physicals & Wind Resistance File R2453, Vol. 3 02/15/2007 UL ULC (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 U.0 (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 DEscRiFnON: 4.1 Asphalt ShInofes 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 Devonshlre� are fiberglass reinforced, 5-tab asphalt roof shingles. 4.1.4 Duration% TruDefinition* Duration', Duration' Premium Cool, TruDefinition' Duration' Designer Color Collection, TruDefinition'Oakridge, Cakridge* 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 DuraRldgem 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 TrinitVIERD nor Robert Nierninen, 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 purp9se. 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-RS cortfftw� 0AU0,011,06b. M03 EDITION (2017) FBC NON-NVHZ EVALUATION FL20674-Ri3 Owens Coming Asphalt Roof Shingles Revision 8: 10109/2017 Page 2 of a TPJNITY I ERD L4 Wind Classification: 5.4.1 All Owens Corning asphaft shingles noted herein are Classified in accordance with FBC Tables 1507.2.7.1 and R905.2.6.1 to ASTIVI D3161, Class F and/or ASTM C07158, Class H, indicating the shingles are acceptable for use in all wind zones up to VaA = 150 mph (V,ft = 194 mph). Refer to Section 6 for installation requirements to meet this wind rating. 5.4.2 All Owens Coming hip & ridge shingles, Starter Strip Shingle and Starter Strip Plus noted herein are Classified in accordance with FBC Tables 1S07.2.7.1 and R90S.2.6.1 to ASTM D3161, Class F, indicating the shingles are acceptable for use in all wind zones UP to V�ld = 150 mph Mi, = 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 8 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: fLl_ 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 61GZO-3, per FBC 1SO7.2.3, 1S07.2.4 or R90S.2.3. &-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 FRC 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. > Devonshlreo" 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: W-6mil .4 r1k. IA--VAr Exterior Research and Design, U.C. Evaluation Report 037940.02,12.Ra CErtiflOne Of AuthorUntion 09510 e EDITION (2017) FEIC NON-HVHZ EVALUATION FL10674-RI3 Owem; Coming Asphalt Roof shingles Revision 8: 10/09/2017 Page 3 of 9 4 I 6.2.6 Minimum Nailing— ClassicO &Supreme: N�I rfiannodor Ampare Mod A�s High n Anair P� vient" �Jej Ams ,.=Y. Exposkidn 6.2.7 Minimum Nalling— Berkshire*: 1. Standard Fastenina Pattern "Q TRINITY ERD Nonnal Mam" or Amm pa,. WindAre" High Wind cf� V A� pm vioneop no�A" An" vivftv" fikut" a NW Exp� MqKW4160 Exterior Research and Design, U.C. C&VACOft of AUthorhation MM 6� EDITION (2017) F8C NON.HVHZ EVALUATION Owens Coming Asphalt Roof Shingles K1. :�Jw—falk�ZL -1 r *fL* *1* 9. sWint wto aw Bw 6-Nail Fastening Pattern EV31uatiOn Report 037940.02.12,-Rg FU0674-RI3 Revision 8: 10/09/2017 Page 4 of 8 L 4t 6.2,8 Minimum Nailing — Devonshir(em: I I 7 9- Rr' I.—S' 7- S�ealbmdlL* n Ubkad6n del sdUor Standard 6-Nail Fastening Pattern W T-RINITYIERD I mansara or Nteep Slope Fastening Pattern 6,2.9 Minimum Nailing — DurationO, TruDefinitlonO Duration, DurationO Premium Cool & TruDefinition' Durationo Designer Color Collection: Standard Fastening Pattern Exterior Research and Design, U.C. Cerdfl� offtthodratlon 99SM Mansard or Steep Slope Fastening Pattern 6" EDITION (2017) FBC NON-HVHZ EVALUATION Owens Coming Asphalt Roof Shingles 17 Staring P.Um Fastening Pattern Evaluation Report 037940.02.12-Ra FL10674-RI3 Revision 8: 10/09/2ol7 Page 5 of 8 6.2.1 Minimum Nailing —TruDefinitione0akridge", oakridgeO: 4 Nadi Panorn Esp� con 4 davas Standard Fastening Pattern 4TPJNITYIERD 6 Nall Pattorn Eswana ow 6 chavos 6 5r Mvm S&V"S�m Evadd" 95apda Expoocbn & 6 Flep&g. Mansard or Steep Slope Fastening Pattern 6.2.1 Minimum Nailing —WeatherGuardo HIP: * HE.v 1�, 6-Nail Fastening Pattern shuts I&% VbW VArmhFamw Th6no idl Cb=MA*Ah=dhldpMdft Exterior Research and Design, I.I.C. Evaluation Report 037940.07 12-RS Certifkate ofAuthowatIon 0003 67" EOFTION (2017) FBC NON.KVHZ EVALUAMON FL10674-RI3 Owens Coming Asphalt Roof shingles Revision 8: 10/09/2017 Page 6 of 8 r-Nv�� '\�TRINITYIERD I L3 Hip & Ridge Shingles: 6.3,1 Installation of Berkshire* Hip and Ridge Shingles, High Ridge, WeatherGuard' HIP Hip and Ridge Shingles and PmEdge Hip & Ridge Shingles shall comply with the Owens Coming current published instructions, using four (4) nails per shingle. Installation of Durafficlge� 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 R905.2.5. Staples are not permitted. 6.3.3 Minimum Nailing — BerkshireO Hip & Ridge and High Ridge: Fia. I V V 6.3.4 Minimum Nailing —WeatherGuardO HIP Hip and Ridge: Fig. A Exterior Research and Design, I.I.C. Evaluation Report 037940.02A2-Iiii Cer*cate OfAuthorlzadan M03 6' EDITION (2017) FOC NON-HVHZ EVALUATION FL10674-RI3 Owerts Coming Asphalt Roof Shingles Revision 8: 10/09/2017 Page 7 of 8 a I \JTRINITYIERD 6.3.5 Minimum Nailing - ProEdge Hip & Ridge Shingles: Prevailing Wind Direction ... Sells kdm A-' 6- Fairs 7%' =In R"f Comet 6.3.6 Minimum Nailing — Duraltldge� 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. 101W = dV-1W.0 —.r. DEnalmU,i�pm*nd.� 7. LABELING: T., 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 1S07.2.7.1 / R90S.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 QA entity for information on which plants produce products covered by Florida Rule 9N-3 CIA requirements. 10. QUALITY ASSURANCE ENTITY: ULLLC—QUA9625;(631)546-2458;Kanchi.Agrawala-Dokania@ul.com - END OF EVALUATION REPORT - Exterior Research and Design, LLC certWeate OfAuthorlordon #903 6"' EDITION (2017) FOC NON-KVHZ EVALUATION Owns Coming Asphalt Roof Shingles Evaluation Report 037940.02.12.RB FL10674-RI3 Revision 9: 10/09/2017 Page 8 of 8