Loading...
HomeMy WebLinkAboutEvaluation Report; Owens Corning Asphalt Roof ShinglesENGINEER EVALUATE TEST One Owens Corning Parkway Toledo, OH43659 (740) 404 7829 RECEIVED NOV 13 2020 ST. Lucie County, Permitting N EMO I etc. Certificate of Authorization #32455 353 Christian Street, Unit#13 Oxford, CT 06478 (203)262-9245 CONSULT CERTIFY Evaluation Report 037940.02.12-R30 FL10674_R1'S Date of Issuance: 02/06/2012. 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 underthe Florida Building Code and Florida Building Code, Residential Volume. The products describedi herein have been evaluated forcompliance with the 6t1' Edition (2017) Florida Building Code: sections noted herein.. DESCRIPTION: LABELING: Labeling shall be in accordance with, the requirements of the Accredited' Quality Assurance Agency noted hereih and' FBC 1507.2.7.1_/ R905.2.6.1 CONTINUED COMPLIANCE: This Evaluation Report is valid' until the named produ'ct(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 [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 "NEMOI 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 atthe job site at the request of the Building Official. This Evaluation Report consists of pages 1 through 10. Prepared by: Robertl.M. Nieminen, P.E. _,r The, facsimile seafappearing.wasauthorized hyRobert �,. ^` Nleminen, P:E: on08/15/2019. This does not serve as an Florida Registration' No:. 59166. Florida DCA ANE1983' f , :. electronicallg'slgned!document.. CERTIFICATION'OF INDEPENDENCE: 1.. NEMOI!etc.. does not have;, nor does itintend' to acquire, or wile itacquire, a' financial' interest in any, company manufacturing or distributing, products: it evaluates: 2.. NEMOletc: is;notowned, operated' or controlled by any company manufacturing or distributing, products, it evaluates. ' 1. Robert Nieminen, R.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'; R.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 buildingcode evaluation. Neither NEMOI 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 forthat purpose. ©2018, NEMO ETC, LLC FILE COPS( ONEMOletc. ROOFING SYSTEMS EVALUATION'. rod ct Cate o Roofin ub-Cate o As , halt Shin les Compliance Statement.- Owens Corning Asphalt Roof Shingles, as produced by Owens Corning, have demonstrated compliance with the following sections of the fish 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. Section _ __ y Pro a __ __. 1507.2.4, R905.2.3� Physical' Properties• 1507.2.5,. R905.2.4 PhysicalProperties 1507.2.7.1,• 11905.2.6.11. Wind Resistance 15071.7.f, 11905.2.61- Wind Resistance Standard _ Year y ASTM D1970 2015 ASTM D3462 2010 ASTM D3161 2016, ASTM 137158 2011. Enti - _ Examination Reference Date Owens Corning Declaration Equivalency Declaration _ �69/6612015 PRI! (;TST5819y ASTM 01970' OCF-382-02-af 16/14/1611 UL-LLC(CER96261 Physicals& Wind Resistance File R2453; Voi: 3' 62/1512007 ULLLC- (CER9626) Physicals& Wind Resistance 26120516-92459 05/16/2012 ULLLC (TST9628y Physical Properties 06CA20161 04/18/2006 UL'_LLC(TST9628)' Wind Resistance IICA34308 02/19/2012 UL LLC(TST9628)' Physicals & Wind Resistance 4786093137 02/01/2014 ULLLC(TST9628) Wind Resistance 4786126532 02/10/2014 ULLLC (TST9628)` Physical Properties Classification letter 02/13/2014 ULLLC(TST9628) Physical Properties Classification letter 10/02/2015 Miaml-Dade (CER1592) FBC HVHZ Compliance Various NOAs Various PRI (QUA9110) Quality Control Service Confirmation 04/05/2020 4.1 ACCESSORY STARTERS: 4.1.1 Starter Strip Shingle, Starter Strip Plus and SRS To p5hield Starter are starter strips for asphalt roof shingles.Meets ASTM D3462. 4.1.2 Starter Shingle: R'oll'. Is; a mineral -surfaced, fiberglass -reinforced,, self=adhering SBS modified' bitumen starter strip, nominal 7.2--inch, wid'e,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 arefibergl'ass reinforced, 3-tab asphalt roof shingles., MeetsASTM! D3462., 4.2.2 Berkshire are fiberglass reinforced; 4-tab asphalt roof shingles: MeetsASTM D3462. 41.9. Duration®; TFUDefinition'1 Duration`; Duration° Premium Cool''; TruDef'inition" Duration® Designer Color Collection; TruDefinit on® GFalcrid e, Oakridge® and WeatherGuard` HP are fiberglass reinforced; lam'iriated asphalt roof shingles: Meets ASTM D3462. 461 Hip &RIDGE SHINGLES: 4.3.1 Berkshire® Hip & Ridge Shingles with Sealant, DuraR)dge® Hip & Ridge Shingles with Sealant, ProEdgeo' 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-R70 Certificate of Authorizatica#32455 6'H EDITION (2017) FBCNON-HVHZ EVALUATION FL10674-RIS Owens CorningAsphalt RoofShingles Revision 10:08/15/2019 Page of 10 MEMO I etc. 5.1 This is a building code evaluation. Neither MEMO 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 Vwd = 150 mph (V,it =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 Vwd = 150 mph (V it = 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. 6.1 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. Figure 1: Minimum Nailing, Starter Strip Figure 2: Minimum Nailing, Starter Strip Plus NEMO ETC, LLC Evaluation Report 037940.02.12-R10 Certificote of Authorization #32455 6- EDITION (2017) FBC NON-HVHZ EVALUATION FL10674-R1S Owens Corning Asphalt Roof Shingles Revision 10: 08/1S/2019 Page 3 of 10 ONEMOjetc. 6.2.2 Installation of Starter Shingle Roll shall comply with the Owens Corning current published instructions. adhered nentand 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 Areapara Wind Areas High Wind efesvanes r Area pare vientos normales Area% vientos fuerrex tt (A)' T.r�✓ I Ltd 2 (B. c2.. 11^ I I • i I• W Exposure E:posiai do Figure 4: Minimum Nailing, Classic & Supreme (Standard Size) Normal Mansard or Area pars Wind Areas High Wind desvanes r Area pore vientos normales Areas. vientos Marra. rt�z (Ay .. .i 55/8"'Exposure EXj7osi-Ci6ff Figure 5: Minimum Nailing, Classic & Supreme (Metric Size) NEMO ETC, LLC Evaluation Report 037940.02.12-1110 Certificate of Authorization #32455 6'" EDITION (Z017) FBC NON-HVHZ EVALUATION FL10674-RSS Owens Corning Asphalt Roof Shingles Revision 10: 08/15/2019 Page 4 of 10 6.3.1.2 Berkshire®: Figure 6: 5-Nail Pattern, Berkshire Seafa�strge Frlira da seFtadar r 2 Asphalt rnurn� anent Cermnfa do (ccfiodaasfaba ONEMOjetc. Sealant strip (a 6.7 de seffador �Ui I HVt' 86Y' I, 8Wto Figure 7: 6-Nail Pattern, Berkshire Figure 8: Mansard or Steep Slope Pattern, Berkshire NEMO ETC, LLC Evaluation Report 037940.02.12-R10 Certificate ofAuthorizotion #32455 6T" EDITION (2017) FBC NON-HVHZ EVALUATION FL10674-RIS Owens Corning Asphalt Roof Shingles Revision 10: 08/15/2019 Page 5 of 10 ONEMO I etc. 6.3.1.3 Duration®, TruDefinition® Duration, Duration® Premium Cool & TruDefinition® Duration' Designer Color Collection: 4-Naif Fastening Pattern SureNart0fastening area width: MR, TypipC 1 ° 12 12 � f�+�x4i��s�.ctta • �ax�saw.rysrucv a fMvsGm:ru3uxm&m:$ • '. Et($" ir518 � rspormx ! i i i ! Figure 9: Standard 4-Nail Pattern, Duration 6-14ail Fastening Pattem E SureFfaiMfastening area width IIdaiY Typicaf. 12 12" 1^. �i Oaeas Ccrapg3`se+am • •t. !W�t�+.9s�' • 6rmbCcanC &eseztxA • I � 8=118•" � rr578" esposae . 1 Figure 10: 6-Nail Pattern, Duration Figure 11: Mansard or Steep Slope Pattern, Duration NEMO ETC, LLC Evaluation Report 037940.02.12-R10 Certificate of Authorization #32455 0 EDITION (2017) FBC NON-HVHZ EVALUATION FLI0674-RSS Owens Corning Asphalt Roof Shingles Revision 10: 08/15/2019 Page 6 of 10 U(4 MEMO I etc. 6.3.1.4 TruDefinition° Oakridee°, Oakridges: 4 Nail'i Pattern Esquema con 4Cram, IT, 5 5t8M.'Exposure Eipostcroirdeg 519pylg 55&'Exposute . I Exposieidtrde 55/B'pulg: Figure 12: Standard 4-Nail Pattern, Oakridge 9 Nail Patterd Esquemacolrecfavos Iz- j7- 55 T' kposme claNab.5518"'Expost: vost ExposkidadoGTle puCg: Farpasiiidtrde 6619PUfg Fastening for Slopes -Greater Than 21:12' Sure-A.fzstaning-ama width n.t4tYpi�-r + +2 +T + •A®aCme.,iVlnr • rS e•m�e.up • os®CasnY, • • I cmaurFl� f•g- Fouri-spots ofAsphaftacoffag Cement Figure 14. Mansard or Steep -Slope Pattern, Oakridge NEIVIO ETC, LLC Evaluation Report 037940.02.12-R30 Certificate of Authorization#32455 0 EDITION (2017) FBC NON-HVHZ EVAWATION FL20674-R15 Owens CorningAsplialt Roof Shingles Revision 10s 08/15/2019 Page 7 of 10 6.3.1.5 WeatherGuard® HP: y2 p�� � fl 2} N0 Vw2s 618; E�poauo 6 61; E ouro os �60� E� 5 6.$ pulg Gp�icidn � 5 61� pufg. Figure 15: 6-Nail Pattern, WeatherGuard HP 6 Hail Pattern Fsquema con 6 davos Nail 6118" from bottom of shingle 5 518" Eil osnre 6 fasteners Crave a B or Ig de in EYposici6 de 5 52 p149. 6 sujetedores pane inferior de lo�teja Four t' Spots of Asphalt Roof Cement cuafro punibs do cenwfo do toao do asfaffo de f pulgada Figure 16: Mansard or Steep -Slope Pattern, WeatherGuard HP ONEMO I etc. 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 0 EDITION (2017) FBC NON-HVHZ EVALUATION FL10674-RIS Owens Corning Asphalt Roof Shingles Revision 10: 08/15/2019 Page 8 of 10 ONEMOjetc. 6.4.1.1 Berkshire® Hip & Ridge with Sealant and DuraR(dge® Hip & Ridge Shingles with Sealant: Fig. A Prevailing Wind Direction �— Direcci6n del viento predominante Nails " Clavos I' r IErpsldda Sbed Pdg o. Figure 17: Isometric View, Berkshire and DuraRidge 6.4.1.2 WeatherGuard® HP Hip & Ridge Shingles: Fig!. A. Prevalling WIncl �— Clrection. Nalla \A — — Figure 19: Isometric View, WeatherGuard HP Hip & Ridge Fig. B Top View Vista superior Nail Clavo OwensComing Sur I eNai" rz Figure 18: Plan View, Berkshire and DuraRidge Fig. G Hip & Ridge Shingle Fastening ToQitteu i NalLs Nally T, 2,: f 2 I i ! yrl, � IYp6sttre! i2` Figure 20: Plan View, WeatherGuard HP Hip & Ridge NENIO ETC, LLC Evaluation Report 037940.02.12-1110 Certificate ofAuthorizotion 1/32455 0 EDITION (2017) FBC NON-HVHZ EVALUATION FL10674-Ri5 Owens Corning Asphalt Roof Shingles Revision 10: 08/15/2019 Page 9 of 10 6.4.1.3 ProEdge° Hip & Ridge Shingles: Prevailing Wind Direction $eafant6ttip -" ' S" MVasuro Fastetr 7"V Goaet Exposed Fas am, with Root Cement Figure 21: Isometric View, ProEdge ONEMOjetc. Standard Fastening: Palttem Sealant 7161 I6" Exposure Figure 22: Plan View, ProEdge 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. As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of this product. Contact the named QA entity for information on which plants produce products covered by Florida Rule 61G20-3 QA requirements. PRI Construction Materials Technologies, LLC— QUA9110 ; 813 621-5777; bwilson@pricmt.com - END OF EVALUATION REPORT- NEMO ETC, LLC Evaluation Report 037940.02.12-1110 Certificate of Authorization #32455 CH EDITION (2017) FBC NON-HVHZ EVALUATION FL10674-RIS Owens Corning Asphalt Roof Shingles Revision 10: 08/15/2019 Page 10 of 10