Loading...
HomeMy WebLinkAboutProduct Approval w 41 EXTERIOR RESEARCH&DESIGN, I.I.C. Certificate of Authorization#9503 RECEIVED 353 CHRISTIAN STREET,UNIT TRINITY ER® OXFORD,CT 06478 JUN 21 2019 (203)262-9245 EVALUATION REPORT Owens Corning " ' ST. Lucie County, Permitting Evaluation•Repoft 037940.02.12-118 One Owens Corning Parkway F1.10674-1113 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/R905Z.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)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: ,1�►fintgrn,r,�r Robert J.M.Nieminen,P.E. ,;,r�S; •:�•'ti.�k The facsimile sea[appearing was authorized by Robert !nr.J+:i L y't Nieminen,P.E.on 10/09/2017.This does not serve as an Florida Registrotion No.59166,Florida DCA ANf1983. Yom, electronically signed document. CERTIFICATION OF INDEPENDENCE: 1. Trinity I 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'firiancial interest in any other entity involved in the approval process of the product. S. This is a building code evaluation. Neither Trinity,1 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.' F-i,-LL -D REVIEWED FOR ly CODE COMPLIANCE ST. LUCIE COUNTY DOCC r T�RINITY ER® 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 1507.2.51 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: gaitt 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 T11 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 DuraRidgeT 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 TrinityiERD 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;v efer to current Approved Roofing Materials Directory for fire ratings of this product. Exterior Research and Design,U.C. •- r-; Evaluation Report 037940.02.12-R8 Certificate of Authorization#9503 ' _ <6••EDITION(2017)FBC NON-HVHZ EVALUATION R>FL10674-R13:"'-_i ;Owens Corning Asphalt Roof Shingles 4 `t p ~ ' 'Revision 8:10/09/,2017, _- Page 2.of 8 TRINITY I ERD 5.4 Wind Classification: 5.4.1 All Owens Corning asphalt shingles noted herein are Classified in accordance with FBC Tables 1507.2.7.1 and,R905:2:6.1 to ASTM D3161;Class F and/or ASTM D7158,Class H,-indicating the shingles are acceptable for use in all wind zones'613.4o V,sd = 150..mph (Vnit = 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 Vasa=150 mph(Vnit=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 1507.1.3,1507.2.4 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. ➢ DevonsWelm 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: Felt underlayment Deck- Feltunderlayment SeU erect Weathed ocka Self-adhered r undodayment WeatherLoW underlayment edge Drip edge DripiDrip edge 9 Nails located Nags located Z�'trom cave 0-3"front eave Install first Self-sealing adhesive lnsta�6tstSterterSeri Ptus Self-sealing adhesive Starter Strip positioned along eave with6"removed P posWuned along eave shingle witft 6"removed Starter Strip shingle overhangs eaves and rakes s/P-r/i" Start erStrip Plus overhangs eaves and rakes 1/4'-3/4' Exterior Research and Design,LLC. Evaluation Report 037940.02.12-R8 Certlffcate ofAuthorizat/on#9503 6T"EDITION(2017)FBC NON-HVIiZ•EVALUATION FL10674-R13 Owens Coming Asphalt Roof Shingles Revision 8:10/09/2017 Page 3 of 8 ��TRINITYJERD 6.2.6 Minimum Nailing—Classic°&Supreme: Normal Mansard or Area pare Normal Mansard'or Area pare Wind Areas High Wind desvanes yWind Areas High Wind desvenes y Area pare vientos normales Areas vientos fuertea Area para vientos normales Areas vientos fuerWs +" (AI +• T1" 2" (B 2" +' +" (AI +� (•+ 2" (BI 2" 1" N" 1711 121 121 5"Exposure 5 518"Exposure Exposicldn ExposicM 6.2.7 Minimum Nailing—Berkshire®: Sealant strip Sealant strip La tka segue La tka de sellador P0 0-0 1 8 Yz" 9 Y211 9 Yt' 8YL f `"8+h" 81h" 8%11 8%" 1. 1. r r Standard Fastening Pattern 6-Nail Fastening Pattern Sealant strip La Ura de sellador e4 -�• 111 s+tr 8 Y 8 11fs 1W r r 2" Asphalt roofing cement Cemenio do teoho de astafto Mansard or Steep Slope Fastening Pattern Exterior Research and Design,U.C. Evaluation Report 037940.02.12-R8 Certljlcate oJAuthorimtion#9503 6EDITION(2017)FBC NON-HVHZ EVALUATION FL10674-R13 Owens Coming Asphalt Roof Shingles Revision 8:10/09/2017 Page 4 of 8 TRINI`ry ER® 6.2.8 Minimum Nailing—Devonshire'"": V ,r 8" I 81, 1 8^ i 7n CIa2e8 Nails 5"5/8",Qaposure '' , 111: Exposicidn de 5"5/8 pulg Sealant location Ubieacidn del sellador Ten 1"Spots of Asphalt 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 Pattem 6-Nall Fastening Pattem sumNa891astudnil area width sutlNantasuni�s area wfatn Nall,Typical Nae,Typical A" 12" 12" Y 1• 12" •n+.c.�a"..w, •.e aw"w�o o..e sw+.+ • �+�:mw+a. • • •n+roa+.o •a..".c.,,:.,�s.. • 8.1 P . I-El 7 F�F� Standard Fastening Pattern 6-Nail Fastening Pattern - - .- - Fastening for Slopes Greater Than 21:12 SumNantastanlniloma wiatt • Ls��NW,Typical 1" 12" 12" 1" p &i(8"8518" �12" 4 - Fan t"Sp&..IASplmtt R-lI.g C.—1 Mansard or Steep Slope Fastening Pattern R Exterior Research and Design,I.I.C. Evaluation Report 037940.02.12-R8 Ce.WJlcate!IAuthorlratfon#9503 6T"EDITION(2017)FBC NON-HVHZ EVALUATION FL10674-R13 Owens Coming Asphaft Roof Shingles Revision 8:10/09/2017 Page 5 of 8 TRINITY{ER® 6.2.1 Minimum Nailing—TruDefinition®Oakridge®,Oakridge®: 4 Nail Pattem 6 Nail Pattern Esquema con 4 slavos Esquema con 6 clavos 74 66%8"Exposure Nails 5 618"Exposure 55/8"Ex osure � 5 518"Ex sure &poslcidrrde66/Spufg Clam Exposid6ade6618prfg. P Clavus Po Exposteldn de 66/8 pufg. Exposid6n de 66/8 ping. -Standard Fastening Pattern 6-Nail Fastening Pattern Fastening for Slopes Greater Than 21:12 SuroNaRH fesrening area vntltn Nag,Typical t" 72 I I 's V —rj.. B•1fa•S.yB• rgwr° Four V S"of Aepnae RWmg Cement Mansard or Steep Slope Fastening Pattern 6.2.1 Minimum Nailing—WeatherGuard®HP: {• Fietrar+ar7lraw�r rill lura CaW■aalil•!(KFiry Exterior Research and Design,LLC. Evaluation Report 037940.02.12-R8 Certiftate ojAuthorization#9503 6TN EDITION(2017)FBC NON-HVHZ EVALUATION FL10674-R13 Owens Coming Asphalt Roof Shingles Revision 8:10/09/2017 Page 6 of 8 TRINI-rY I ER® 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 DuraRidgeTN1 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:- Fig. idgerFig.1 4 Fig.2 Direction A TopVlew WeView P Nails - Nails - q TopLamin 2" Pias I A I I I I Glpssure I I 6.3.4 Minimum Nailing—WeatherGuard®HP Hip and Ridge: Fig.A 44 Fig.C Hip&Ridge Shingle Fastening DTopVbw �- IiCCtbn WN11 ' A A Nails NatLs Nally 2„. AA j 1 1 1 8 )4 ETpeSUre E. aposure Exterior Research and Design,LLC. Evaluation Report 037940.02.12-R8 Certlffcate ofAuthor&ation#9503 6TN EDITION(2017)FBC NON-HVHZ EVALUATION F1.10674-R13 Owens Coming Asphalt Roof Shingles' . Revision 8:10/09/2017 Page 7 of 8 TRII ITY C ER® 6.3.5 Minimum Nailing-ProEdge Hip&Ridge Shingles: Prevailing Standard Wind Direction sea,,nt Strip' Pattern 6"Exposure I�.� .I`I I• 12° 1 Sealant Fasten 711? 71h" 0"Exposure Cover Exposed 1 Fasteners with Roof Cement It-12"-►I I 6.3.6 Minimum Nailing—DuraRidgerm 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. Froraiin6 Wind Dirosdon To eo tan ew Dircaiondornnantodunet II• Vi e6,s ,Ian 1'IH DiracriMdalricnta prodxniranta 4 Nail Clou r Naih--ate ° ovrcns Corrdreg sureh7a r ° Ca. blow t t aror\ ivla§ E �RONA u�� P I�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/R90S.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,U.C. Evaluation Report 037940.02.12-R8 Certificate of Authorization 119503 6TM EDITION(2017)FBC NON-HVHZ EVALUATION FL10674-R13 Owens Corning Asphalt Roof Shingles Revision 8:10/09/2017 Page 8 of 8