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HomeMy WebLinkAboutProduct Approval i MEMO I etc. Certificate of Authorization#32455 353 Christian Street, Unit#13 Oxford,CT 06478 (203)262-9245 ENGINEER EVALUATE TEST CONSULT CERTIFY REPORTEVALUATION Owens Corning Evaluation Report 037�!FL(�10674-Rl One Owens Corning Parkway Toledo,OH 43659 Date of Issuance:02/06/2012 (740)404-7829 Revision 10: 08/15/2019 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 61h Edition (2017) Florida Building Code sections noted herein. DESCRIPTION: Owens Corning Asphalt Roof Shingles LABELING: Labeling shall be in accordance with the requirements of 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 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. of any changes to the product(s),the Quality Assurance or the production facility location(s). NEMO I etc. 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 "NEMO I etc. 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 10. Prepared by: ,�u�;:�rtr'••,, •<...m-asap^'-"�- � - � =} 'K. �.:•�: The facsimile seal appearing was authorized by Robert Robert J.M. Nieminen P.E. a T Nieminen,P.E.on 08/15/2019. This does not serve as an Florida Registration No.59166,Florida DCA ANE1983 "r'.'✓�. i electronically signed document. CERTIFICATION OF INDEPENDENCE: 1. NEMO Ietc. 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. NEMO I etc.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. 5. This is a building code evaluation. Neither NEMO I etc.nor Robert Nieminen,P.E.are,in anyway,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. ©2018,NEMO ETC,LLC ONEMOletc. ROOFING SYSTEMS EVALUATION: 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 61h 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. • • Section Pro a Standard Year 1507.2.4,R905.2.3 Physical Properties ASTM D1970 2015 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 Owens Corning Declaration Equivalency Declaration 08/06/2019 PRI(TST5878) ASTM D1970 OCF-382-02-01 10/24/2017 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 PRI(QUA9110) Quality Control Service Confirmation 04/05/2020 PRODUCT4. DESCRIPTION: 4.1 ACCESSORY STARTERS: 4.1.1 Starter Strip Shingle,Starter Strip Plus and SRS TopShield Starter are starter strips for asphalt roof shingles. Meets ASTM D3462. 4.1.2 Starter Shingle Roll is a mineral-surfaced,fiberglass-reinforced, self-adhering SBS modified bitumen starter strip, nominal 7.2-inch wide x 33-ft 4-inch long roll,for use with asphalt shingles. Meets ASTM D1970. 4.2 ASPHALT SHINGLES: 4.2.1 Classic®and Supreme®are fiberglass reinforced,3-tab asphalt roof shingles. Meets ASTM D3462. 4.2.2 Berkshire®are fiberglass reinforced,4-tab asphalt roof shingles. Meets ASTM D3462. 4.2.3 Duration®,TruDefinition® Duration®, Duration®Premium Cool,TruDefinition® Duration®Designer Color Collection, TruDefinition® Oakridge®, Oakridge® and WeatherGuard° HP are fiberglass reinforced, laminated asphalt roof shingles. Meets ASTM D3462. 4.3 HIP&RIDGE SHINGLES: 4.3.1 Berkshire®Hip&Ridge Shingles with Sealant,DuraRidge®Hip&Ridge Shingles with Sealant,ProEdge®Hip&Ridge Shingles and WeatherGuard®HP Hip&Ridge Shingles are fiberglass reinforced,hip and ridge asphalt roof shingles. Meets ASTM D3462. NEMO ETC,LLC Evaluation Report 037940.02.12-R30 Certificate of Authorization#32455 6'"EDITION(2017)FBC NON-HVHZ EVALUATION FL10674-R15 Owens Corning Asphalt Roof Shingles Revision 10:08/15/2019 Page 2 of 10 ' s ONEMOJetc. 5. LIMITATIONS: 5.1 This is a building code evaluation. Neither NEMO ETC,LLC 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. 5.4 Wind Classification:. 5.4.1 The Owens Corning asphalt shingles noted in Section 4.2 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 acceptable use in all wind zones UP to Vasd=150 mph(Volt=194 mph). Refer to Section 6 for installation requirements to meet this wind rating. Note: Classification by ASTM D7158 applies only 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. 5.4.2 Starter Strip Shingle,Starter Strip Plus and SRS TopShield Starter noted in Section 4.1.1 and the Owens Corning hip & ridge shingles noted in Section 4.3 are Classified in accordance with FBC Tables 1507.2.7.1 and R905.2.6.1 to ASTM D3161, Class F, indicating acceptable use in all wind zones up to Vasd= 150 mph (Volt= 194 mph). Refer to Section 6 for installation requirements to meet this wind rating. 5.4.3 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 GENERAL: 6.1.1 Roof deck, slope, underlayment and fasteners shall comply with FBC 1507.2 / R905.2 and the shingle manufacturer's minimum requirements. 6.1.2 Underlayment shall be acceptable to the shingle manufacturer and shall hold current Florida Statewide Product Approval,or be Locally Approved per Rule 61G20-3, per FBC Sections 1507.2.3, 1507.2.4 or R905.2.3. 6.1.3 Fasteners shall be in accordance with the shingle manufacturer's published requirements, but not less than FBC 1507.2.6 or R905.2.5. Staples are not permitted. 6.1.4 Owens Corning asphalt shingles are acceptable for use in reroof(tear-off) or recover applications,subject to the limitations set forth in FBC Section 1511 or R908 and published installation instructions. 6.2 ACCESSORY STARTERS: 6.2.1 Installation of Starter Strip Shingle, Starter Strip Plus and SRS TopShield Starter shall comply with the Owens Corning current published instructions,using minimum five(5) nails per strip. Felt undedayment Deck Peb-dadermem —Deck Se►adTrred WeMmluld Seliadhered uMmleymem Weatherl ocka undedayment Drip edge a Go Drip edge Drip— edge edge Nek longed Nails lotaled x'-7'Inm erve 2"-3"from save Install first Self-sealing adhesive sefseatmg adhedva Starter Strip shinglo with \•- positioned along eave w 6.rRTO1d r Snip pas .\ poznioned dorrg nre ',, 6"removed Sgner Snip Plus uem..p Darn and rakn l/a'-314' Starter Strip shingle overhangs eaves and rakes Y,'-i5' Figure 1:Minimum Nailing,Starter Strip Figure 2:Minimum Nailing,Starter Strip Plus NEMO ETC,LLC Evaluation Report 037940.02.12-R10 Certificate of Authorization#32455 6T"EDITION(2017)FBC NON-HVHZ EVALUATION F1.10674-1115 Owens Corning Asphalt Roof Shingles Revision 10:08/15/2019 Page 3 of 10 ONEMOjetc- 6.2.2 Installation of Starter Shingle Roll shall comply with the Owens Corning current published instructions. Deck Underlayment Drip edge Drip edge 2. Starter Shingle Roll adhered directly to uriderla m ent and primed drip edge Self-sealing adhesive positioned along eaves Figure 3:Starter Shingle Roll 6.3 ASPHALT SHINGLES: 6.3.1 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. Where the roof slope exceeds 21 units vertical in 12 units horizontal,special methods of fastening are required Refer to Owens Corning published information on wind resistance and installation limitations. 6.3.1.1 Classic®&Supreme: Normal Mansard or Area para Normal Mansard or Area pars Wind Areas High Wind deavanes y Wind Areas High Wind deavanes y Area pars vientos normal" Areas vientos fuertes Area pare vientos normales Areas vientos fuartes t" (A) t„ rV s^ (B r2' r t" iA1 t^ rt" z" IBI rz^ 1- tt^ it^ tz' t2t . . 5"Exposure 5 5/8"Exposure Exposition Exposition Figure 4:Minimum Nailing,Classic&Supreme Figure 5:Minimum Nailing,Classic&Supreme (Standard Size) (Metric Size) NEMO ETC,LLC Evaluation Report 037940.02.12-1110 Certificate of Authorization#32455 6T"EDITION(2017)FBC NON-HVHZ EVALUATION FL10674-R15 Owens Corning Asphalt Roof Shingles Revision 10:08/15/2019 Page 4 of 10 f ONEMOjetc. 6.3.1.2 Berkshire®: Sealant strip Sealant strip La firs de segador La th de sellador 9 VY' 9 Vt 8 Yf t "8 1h" 8 1h" Figure 6: 5-Nail Pattern,Berkshire Figure 7: 6-Nail Pattern,Berkshire Sealant strip La gra de sellador 1"8'/d 8 ih 8 Vt 8 Y:" 1" r T' Asphalt rooting cement Cemento deWode astafto Figure 8: Mansard or Steep Slope Pattern,Berkshire NEMO ETC,LLC Evaluation Report 037940.02.12-1130 Certificate ofAuthorizotion#32455 6T"EDITION(2017)FBC NON-HVHZ EVALUATION FL10674-R15 Owens Corning Asphalt Roof Shingles Revision 10:08/15/2019 Page 5 of 30 I NNEMOjetc. 6.3.1.3 Duration®,TruDefinition®Duration,Duration®Premium Cool&TruDefinition®Duration®Designer Color Collection: 4-Nail Fastening Pattern SureNail®fastening area width Nail,lypical 1" 12" 12" 1" pvm Coming Su VadO •, pP 58++9+�aJ suawD • Prans Comfnp SurtN�® • eapovee I I I F Figure 9:Standard 4-Nail Pattern,Duration 6-Nail Fastening Pattern SureNail®fastening area width Nail,Typical 1" 12" 12" 1" pens Comings NA • 0..-Coming S.Owl • 6-118" 5.518" Figure 10: 6-Nail Pattern,Duration Fastening for Slopes Greater Than 21:12 SureNall®fastening area width Nail,Typical 1" 12" 12" 1" Wens Coming S—Nal • Yalu • a-1ra^ sale" Four 1"Spots of Asphalt Roofing Cement Figure 11: Mansard or Steep Slope Pattern,Duration NEMO ETC,LLC Evaluation Report 037940.02.12-1110 Certificate ofAulhorizalion#32455 6'"EDITION(2017i IBC NON-HVHZ EVALUATION FL10674-R1S Owens Corning Asphalt Roof Shingles Revision 10:08/15/2019 Page 6 of 30 l ONEMO etc. 6.3.1.4 TruDefinition•Oakridse®,Oakridge®: 4 Nall Pattern Esquema con 4 clavos 1" 1° 12• 5 5/8"Exposure Nails 5 5/8"Exposure Exposiidnde66/9p+d4• clavos Exposicidade66/8pulg. Figure 12:Standard 4-Nail Pattern,Oakridge 6 Nail Pattern Esquema con 6 clavos r r I� 12- —s{ It- 12"Nails —>I 5 5/8"Exposure Claws 5 5/8"Exposure Exposiddn de 66/8pulg. Exposicida de 56/8pulg. Figure 13:6-Nail Pattern,Oakridge Fastening for Slopes Greater Than 21:12 Sureflaft fastening area width Nail,Typical 1" 12" o.M,cdmo ww.,, • •sa•.s won�•"•+m •a�co.mv sum • 6.7/a" 5-Sill" e•pw,aFE P Four 1"Spots of Asphalt Roofing Cement Figure 14:Mansard or Steep-Slope Pattern,Oakridge NEMO ETC,LLC Evaluation Report 037940.02.12-1110 Certificate of Authorization#32455 6T"EDITION(2017)FBC NON-HVHZ EVALUATION FL10674-R1S Owens Corning Asphalt Roof Shingles Revision 10:08/15/2019 Page 7 of 30 l ONEMOjetc. 6.3.1.5 WeatherGuard®HP: r 1�_ 12p g 1e lift a3m 5 51'Expasue 5 518'Eimome Egosidn de 5 518 pulg. EipasiciM dB 5 518 p Ag. Figure 15:6-Nail Pattern,WeatherGuard HP 6 No]Pattem Esquema can 6 claws Nail 6118"from bottom of shingle Clove a 6 118 PPulp.de la 5 518'Exposure 6 Fasteners parte inferior de la too Exposicion de 5 518 pulg. 6 sujetadores r �• ia4 �a+al 1 uw4 • :—2w4 i Four 1°Spots of Asphalt Roof Cement custro ponros de cememto de tedto de asfafto de 1 pulgada Figure 16:Mansard or Steep-Slope Pattern,WeatherGuard HP 6.4 HIP&RIDGE SHINGLES: 6.4.1 Installation of asphalt shingles shall comply with the Owens Corning current published instructions. ➢ Berkshire' Hip and Ridge Shingles with Sealant and DuraRidge® Hip & Ridge Shingles with Sealant require minimum two(2)nails per shingle. ➢ WeatherGuard® HP Hip and Ridge Shingles and ProEdge® Hip & Ridge Shingles require minimum four (4) nails per shingle. Refer to Owens Corning published information on wind resistance and installation limitations. NEMO ETC,LLC Evaluation Report 037940.02.12-1130 Certificate of Authorization#32455 6T"EDITION(2017)FBC NON-HVHZ EVALUATION FL10674-R1S Owens Corning Asphalt Roof Shingles Revision 10:08/1S/2019 Page 8 of 10 l ONEMOjetc. 6.4.1.1 Berkshire®Hip&Ridge with Sealant and DuraRidge®Hip&Ridge Shingles with Sealant: Fig. A Fig. B Prevailing Wind Direction Vistap ew Direccion del viento predom inante superiorNail 1„ 2 as Clavo Nails A • Owens Coming SureNail' • Clavos I I I I A I I I I g �IV r 8' sure mosid6 de8pulg V 4 I I 9 12" Figure 17:Isometric View,Berkshire and DuraRidge Figure 18:Plan View,Berkshire and DuraRidge 6.4.1.2 WeatherGuard®HP Hip&Ridge Shingles: Fig.A 4 Fig.C Hip&Ridge Shingle Fastening Prevailing V ind TopVlew �—Direction A A Nails 4 4 I I A i i Nails Nails A I I 4 I 7" I I .r, 30 2„ 4 AA ��• 7"I Exposure g' Exposure 12 Figure 19:Isometric View,WeatherGuard HP Hip&Ridge Figure 20:Plan View,WeatherGuard HP Hip&Ridge NEMO ETC,LLC Evaluation Report 037940.02.12-R30 Certificate of Authorization#32455 6,H EDITION(2017)MC NON-HVHZ EVALUATION F1.10674-1315 Owens Corning Asphalt Roof Shingles Revision 10:08/15/2019 Page 9 of 10 QOTRINITYiERD 6. INSTALLATION: 6.1 TRI-BUILT Roof Underlayments shall be installed in accordance with TRI-BUILT Materials Group, LLC published installation requirements subject to the Limitations set forth in Section 5 herein and the specifics noted below. 6.2 Re-fasten any loose decking panels, and check for protruding nail heads. Sweep the substrate thoroughly to remove any dust and debris prior to application,and prime the substrate(if applicable). 6.3 Tri-Built Sand-R SA Shingle Underlavment,Tri-Built S/A HT TU Underlavment or Tri-Built Smooth HT S/A Underlavment: 6.3.1 Shall be installed in compliance with the requirements for ASTM D1970 underlayment in FBC Table 1507.1.1 for the type of prepared roof covering to be installed. 6.3.2 Non-Tile applications: While priming is optional, TRI-BUILT Materials Group, LLC recommends priming the deck if the final roof cover is not slated for installation within 24 hours. Apply sheet parallel to the roof edge. Roll out approximately 10 ft of membrane and peel back the first 3 ft of release film. Adhere the exposed part to the substrate and unroll the remaining membrane as far as possible. Once the entire length of membrane is in place, peel-off the release film diagonally while holding the membrane tight. Firmly roll, broom or hand-press the membrane into place to achieve a bond. Horizontal seams should be minimum 3-inches, configured to shed water. Vertical seams should be 6- inches and staggered not less than 2-ft from vertical seams in the course below,sealed in accordance with TRI-BUILT Materials Group,LLC requirements. When installing at slopes above 8:12, TRI-BUILT Materials Group, LLC recommends back-nailing in the overlap area at the top of the sheet at 12-inch o.c. For Valleys and Ridges: Cut underlayment into 4 to 6 foot lengths. Peel the release paper and center sheet over valley or ridge. Drape and press sheet into place, working from the center of the valley or ridge in each direction. For valleys,apply the sheet starting at the lowest point and work upward. 6.3.3 Tile Applications(Tri-Built S/A HT TU Underlavment only): Reference is made to FRSA/TRI April 2012 (04-12) Installation Manual and Table 1 herein, using the instructions noted above as a guideline. For foam-on tile applications, reference is made to Section 5.6.4 herein for wind resistance limitations that fall outside the scope of FRSA/TRI April 2012(04-12). Tile shall be loaded and staged in a manner that prevents tile slippage and/or damage to the underlayment. See Table 2 herein, and TRI-BUILT Materials Group, LLC published requirements for the staging. 7. BUILDING PERMIT REQUIREMENTS: As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of this product. S. MANUFACTURING PLANTS: Gulfport,MS 9. QUALITY ASSURANCE ENTITY: UL,LLC—QUA9625;(314)578-3406;k.chancellor@us.ul.com -END OF EVALUATION REPORT- Exterior Research and Design,LLC. Evaluation Report A42960.10.12-R6 Certificate of Authorization#9503 6T"EDITION(2017)FBC NON-HVHZ EVALUATION FL16048-RG TRI-BUILT Roof Underlayments;(800)516-1485 Revision 6:09/25/2017 Page 6 of 6 QOTRINITYI-ERD 5.6.4.1 For mechanically attached Base Sheet,the maximum design pressure for the selected assembly shall meet or exceed that required under FRSA/TRI April 2012(04-12),Appendix A,Table 1A. Alternatively, the maximum design pressure for the selected assembly shall meet or exceed the Zone 1 design pressure determined in accordance with FBC 1609. In this case, Zones 2 and 3 shall employ an attachment density designed by a qualified design professional to resist the elevated pressure criteria. Commonly used methods are ANSI/SPRI WD1, FM Loss Prevention Data Sheet 1-29 and Roofing Application Standard RAS 117. Assemblies marked with an asterisk* carry the limitations set forth in Section 2.2.10.1 of FM Loss Prevention Data Sheet 1-29(January 2016)for Zone 2/3 enhancements. 5.7 Exposure Limitations: Tri-Built Sand-R SA Shingle Underlayment or Tri-Built Smooth HT S/A Underlayment shall not be left exposed for longer than 30-days after installation Tri-Built S/A HT TU Underlayment shall not be left exposed for longer than 180-days after installation. 5.8 Tile Slippage Limitations(TAS 103 per FRSA/TRI April 2012(04-12))• When loading roof tiles on the underlayment in direct-deck tile assemblies, the maximum roof slope shall be as follows. These slope limitations can only be exceeded by using battens during loading of the roof tiles. TABLE 2C TILE SuPPA6E LIMITATIONS FOR DIRECT.DECK TILE,INSTALLATlONS .. Underlayment Tile Profile Staging Method Maximum Slope Flat Max.10-tile stack 6:12 Lugged Max.10-tile stack 5:12 Max.10-tile stack(bottom 2-tile stack shall be inverted,followed by 8 tiles high 6:12 on slope,as shown below) tail Tri-Built S/A HT TU Underlayment Lugged I I Exterior Research and Design,LLC. Evaluation Report A42960.10.12-116 Certificate of Authorization#9503 6'M EDITION(2017)FBC NON-HVHZ EVALUATION FL16048-R6 TRI-BUILT Roof Underlayments;(800)516-1485 Revision 6:09/25/2017 Page 5 of 6