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Home My WebLink AboutOwens Corning PANEMQ I etc. Certificate of Authorization #32455 353 Christian Street, Unit #13 Oxford, CT 06478 (203)262-9245 ENGINEER EVALUATE TEST CONSULT EVALUATION REPORT Owens Corning Evaluation Report 037940.02.12-1111 One Owens Corning Parkway FL10674-11116 Toledo, Oil 43659 Date of Issuance: 02/06/2012 (740) 404-7829 Revision 11: 12/11/2020 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. The product described herein has been evaluated for compliance with the 711 Edition (2020) Florida Building Code sections noted herein. QESCRIPTlO Owens Corning Asphalt Raof Shingles t LABELING: Labeling s a e n actor ante wit the requirements of the Accredited Quality Assurance Agency noted herein and FBC 1507.2.7.1 / R905.2.6.2 CONTINUED COMPLIANCE: This Evaluation Report is valid until such time as the named prod uct(s) changes, the referenced Quality Assurance or production facility location(s) changes, or Code provisions that relate to the product(s) change. Acceptance of our Evaluation Reports by the named client constitutes agreement to notify NEMQ ETC, LLC of any changes to the product(s), the Quality Assurance or the production facility location(s). NEMQ ETC, LLC requires a complete review of its Evaluation Report relative to updated Code requirements with each Code Cycle. ADVERTISEMENT: The Florida Product Approval Number (FL#) preceded by the words "NEMQ 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. s+ - Robert J.M. Nleminen, P.E. n, : '¢r Thefacsimile sea[ appearing was authorized by Robert Nieminen, P.E. on 12/11/2020. This does not serve as an Florida Registration No, 59165, Florida OCA ANEI983 electronically signed document. CERTIFICATION OF INDEPENDENCE: 1. NEMO ETC, LLC 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 ETC, LLC 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 NEMQ 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. C 2019 NE MO ETC, LLC ROOFING SYSTEMS EVALUATION: ONEMO I etc. r• Product Category: Roofing Sub -Category: Asphalt Shingles Compliance Statement: Owens Corning Asphalt Roof Shingles, as produced by Owens Corning, have demonstrated compliance with the fallowing sections of the 7`h Edition (20ZQ) Florida Building Code 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 1507.2.4, R905.2.3 Physical Properties ASTM 01970 2015 1507.2.5, R905.2.4 Material standard 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 2019 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 PRI (QUA9110) Quality Control Service Confirmation 04/05/2020 PRI (QUA9110) Quality Control Florida BCIS Current DESCRIPTION:4. PRODUCT TABLE 1: ASPHALT SHINGLE COMPONENTS Type Product Plants (} Material Description Standard Starter Strlp 5hinigle H-TX, 09 Accessory Starter Strip Plus MN, OR ASTM 03462 starter strips for asphalt roof shingles SRS TopShieid Starter MN, OR Starter Strips Starter shIngle Roll NH ASTM ❑1970 mineral-surfaced,fiherglass-reinforced, self -adhering SBS modified bitumen starter Supreme' GA, CA, CO, I -TX, NJ, OH, ASTM D3462 fiberglass reinforced 3-tab asphalt TN, OR, IL roof shingles Berkshire' MN ASTM D3462 fiberglass reinforced, 4-tab asphalt roof shingles Duration' Premium CA, OR Duration Premium COOL CA Asphalt ruDefiniti tion TruDefinition Duration IN, CA, CO, -TX, FL, NJ, pH, Shingles Designer Color Collection MN, OR, GA, IL, TN ASTM D3462 fiberglass reinforced, laminated asphalt roof shingles Oakridges GA, IN, CA, CO, H-TX, I -TX, FL, NJ OH, TN TruDef1nition°Oakridge H-TX, I -TX WeatherGuard' HP I TN NEMG ETC, LLC Evaluation Report 037940,0Z,12-1111 Certiffcete Of AUthorizorinn932455 1 " EDITION (2020) FSG NON- HVHZ EVALUATION F1.10674-1116 Owens Corning Asphalt Roof Shingles Revision 11:12/11/2020 Page Z of 10 Type Hip and Ridge Shingles TABLE 1: ASPHALT SHINGLE COMPONENTS Product Plant(s) 6erkshire Hip and Ridge Shingles with sealant MN DuraRidge® Hip and Ridge Shingles with Sealant MN ProEd relb GA, CA, OH, OR Weath erG ua rd' HP Hip and Ridge Shin les TN NNEmoletc. material Standard Description ASTM D3462 fiberglass reinforced, hip and ridge asphalt roof shingles 5.1 This is a building code evaluation. Neither NEMCI ETC, LLC 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 purpose. 5.2 This Evaluation Report is not for use in FBC High Velocity Hurricane Zone jurisdictions (i.e., Broward and Miami - Dade Counties). 5.3 This Evaluation Report pertains to above -deck roof components. Roof decks and structural members shall be In accordance with FBC requirements to the satisfaction of the Authority Having Jurisdiction. 5.4 This Evaluation Report does not include evaluation of fire classification. Refer to FBC 1505 for requirements and limitations regarding roof assembly fire classification. Refer to FBC 2603 for requirements and limitations concerning the use of foam plastic insulation. 5_5 Wind ClaSsiificatl n: Refer to Section 6 for installation requirements to meet wind classifications I TABi_E 2A: WINa CLASSIFICATIONS, ASPHALT SHINGLES I Product I FBC Table 1507.2.7.1 or R905.2.6.1 Supreme' Berkshire' Duration* Premium Durations Premium COOL TruDefinition Duration TruDefinition Duration Designer Color Collection TruDeflnitlon' ❑akr WeatherGuard' HP 5.5.2 Classifiration by ASTM D715 : ASTM D3161{F) & ASTM D71581Hj ASTM D7158, Class H applies only to exposure category 6 or C and a building 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. NEW ETC, LLC Evaluation Report 037940.M12-R11 Cert+f-te afRud?0dwemn#32455 7'" EDITION (202D] FBC NON-HVHY EVALUATION FL10674•R16 Owens Corning Asphalt Roof shingles Revision 11:12/11/2020 Page 3 of 10 Starter Strips Hip & Ridge Shingles ONEMO[etc. TABLE 2B: WIND CLASSIFICATIONS, STARTER STRIPS AND HIP & Riorm Product Starter Strip Shingle Starter Strip Plus SRS TopShield Starter Berkshire Hip and Ridge Shingles with Sealant ❑uraRidgeO Hip and Ridge Shingles with Sealant ProEdge'll WeatheriSuardo HP Hip and Ridge Shingles FRC Table 1507.2.7-1 or R905.2.6.1 ASTM D3161, Class F ASTM ❑31.61, Class F 5.5.2 Refer to Owens Corning published information on wind resistance and installation limitations. 5.6 All components in the roof assembly shall have quality assurance audit in accordance with F.A.C. Rule 61G20-3. Refer to the Product Approval of the component manufacturer for components that are produced by a Product Manufacturer other than the report holder on Page 1 of this Evaluation Report. 5.1 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 GIG20-3, 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 5RS TopShield Starter shall comply with the Owens Corning current published instructions, using minimum five (5) nails per strip. Feltundertayment Unk. Sell -adhered c_ WeatherLaV underlayment Drip .. edge - A Drip edps r, S � - N91.51OC8ied 2"A" fro m ea ve lastallflist % Self-sealing adhesive Starter Strip _�' posiSioned along eave shingle with s" removed Starter Strip shingle overhangs eaves and takes'a" ?' Figure 1: Minimum Nailing, Starter Strip F*�ndeitrlMerd -ORk Shc.udhrred weAhe WO i underlavmrnt - Crlpedge Drip r - ■dge Neils located 7"-3" }mm eare bull first $prterStrip Ms Srlieealina adhrsire withe" removed I�glionW ehntl eare Starker SiripPlus overhangs raves andtakeg ti4"-314' Figure 2: Minimum Nailing, Starter Strip Plus NEMO ETC, LLC Evaluation Rep art 037940.02.12-Ril Certificate ofquthorirotion #32455 7" EDITION (2DZO) FSC NON-HVHZ EVALUATION FL10674-RIB Owens Corning Asphalt Roof Shingles Revision 11: 12/11/2020 Page 4 of 10 NNEMOjetc. 6.2.2 Installation of Starter Shingle Roll shall comply with the Owens Corning current published instructions. Underlayment Drip edge Starter Shingle Roll adhered directly to underlayment and primed drip edge Self-sealing adhesive positioned along eaves Figure 3: Starter Shingle Rail 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 FSC 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 Supreme: Normal Mansard or Area pare Wind Arena High Wind dasvanas y Area pare vfentas nopmaies Areas vientoa f==v 1 ti ti. f 5 Exposure Erpcaiaidn Figure 4: Minimum Nailing, Supreme (Standard Size) Normal Mansard or Anar papa Wind Areas High Wind deavenaa y Arse pare vientes normaW Areas viantoa fuerms ttzt" 2. IBI 2. 1. S WW' Exposura Ekposieffin Figure 5: Minimum Nailing, supreme (Metric Size) N£MO ETC, LLC Evaluation Report 037940.02.12-R11 Certificate ofAuthorizution 932455 VEDITION (2020) FBC NON-HVHI EVALUATION FL10674-R16 Owens Corning Asphalt Roof Shingles Revision 11: 12/12/2020 Page 5 of 10 6.3.1.2 Berkshires: Sealant drip LariradeseNadar 1^ 9' Figure 6: 5-Nail Pattern, Berkshire NEMO I ett, Sealant ship La Ifa do "Hadw k•.ter h �� ■ ■ �.� � �. L1.8lz" SY� 86� owl t r r Figure 7. 6-Nail Pattern, Berkshire Figure S: Mansard or Steep Slope Pattern, Berkshire NEW ETC, LLC Cer0cate of Autharkadua fr32455 rm EDMON (ZOZD) FSC MON-HVHZ EVALUATION Owens Corning Asphalt Roof Shingles Evaluation Report 037940.02.12-R11 FLI0674-R36 Revision 11: 12111/2021) Page 6 of 10 ONEM01 etc. 6.3.1.3 D ation® premi Tru finitio ® Duration Duration's Premium CO L & TruDefinitioti D ration` Des n r Color Collection: rigure n. xanaara o-mau Pattern. Duration &Nall Fastening Pattern SuraTfailO tastaning am width Nall, TIPWal t" 12" Wwom a WAII Sur eial�- ..-..-- .. � lwFa CmNng SuritJa.� � 8419" .ii-816" r.pusu. Figure 10: 6-Nail Pattern, Duration Fastening for Slopes Greater Than 21:12 Su"di*fastening area width Nap, Typical 11 12" � g ■ �76,,amymluwys+u:.erF1 rx5isnrr. S��eHY:f[ B.ifa^ S.y6• i.• 712. Four t" Spots of Asphalt Roofing Cement Figure 11: Mansard or Steep Slope Pattern, Duration NEMO ETC, LLC Evaluation Report 037940.02.12-R11 Ceffift Ate of Aur6 onion #32455 7'" EDITION (2020) FBC NUN-HVHT EVALUATION FU0674-RIG Owens Cam]ng Asphalt Roof Shingles Revision 11:12111/2020 Page 7 of 10 4 Hall Pattern Errsrna e044 clan 56hr Lgmmee r 6rprr wdadempafg. Clam I4--- tr• 6 GIV Expostete fi*sW?Ide65 PL% Figure 12: Standard 4-Na11 Pattern, Oakridge A Nall Pattern EstVmia cost 6 crams E�oskddn de65/8purg. NNEMOjetc. Mlow a ore exPUmm &"Heide de 9812 dg Figure 13: 6-Nail Pattern, Oakridge Fastening for Slopes Greater Than 21:12 SurMaIIS hetming area vAdth 7' 7P° �m.Yerrmii:u sinri.ae�._ .� .• . ` s•o:i .. -"--•.. BAN, neoew t 1.. Famr V Was of A90alt Raaraio Cement 6.3.1.5 WeatherGuard" HP: Figure 14: Mansard or Steep -Slope Pattern, Oakridge 6 Nal Pattern Esquema con 6 claws Nail 511 from twttrm 5 SO' Exposure 6 Fasteners have a 6 119 ut de la Exposiciun nde 5 SO puig. B aujetadorea �e i�eriar de la tqa �r }2 f9 Nm Est '— Figure 15. G-Nail Pattern, WeatherGuard HP Four 1" Spots of Asphalt Roof Cunt Cua m punfias de aemsnto de tarb de astaffade 1 p*da Figure 16, Mansard or Steep -Slope Pattem, WeatherGuard HP NEIIIIO ETC, LLC Evaluation Report 037940.02.12-R11 Certlfk= ofAuthortzarlon #32455 7r+' Ea1TION (2020) FBC ANON-HVHI EVALUATION F1,10674-1116 Owens Corning Asphalt Roof Shingles Revision 11:12111/2020 Page 8 of 10 6.4 Hip AND RIDGE SHINGLES: "NEM0 I etc. 6.4.1 Installation of asphalt shingles shall comply with the Owens Corning current published instructions. 6.4.1.1 Berkshire Hip and Ridge Shingles with Sealant and DuraRidge® Hip and Ridge Shingles with Sealant require minimum two (2) nails per shingle. WeatherGuard" HP Hip and Ridge Shingles and ProEdge® require minimum four (4) nails per shingle. Refer to Owens Corning published Information on wind resistance and installation limitations. BerkshireO HI an Rid a w ith Sealantarid DuraRid e® Hip and R'd a Shingles with rant: Fig. A Pmaif ng Wind Direction �— Direction del viento predominanto Figure 17:Isometric View, Berkshire and DuraRidge 6.4.1.2 WeatherGuard® HP Hip and Fridge Shingles: Figure its: Tian View, 6ermsHire and Dura Ridge Fig. C Hip & Ridge Shingle Fastening Top YJaw Nalim NOW 7. a, a r V ti 8�poslrre 121, Figure 19: Isometric View, WeatherGuard HP Hip and Ridge Figure 20: Plan View, WeattterGuard HP Hip and Ridge NEMO ETC, LLC Evaluation Report 03794e.02.12-R11 C1ertylwrte ajAllrhorlrarIM #32455 7"' EDITION (2020) FBC NON-HVHZ EVALUATION FL10674-R16 Owens Corning Asphalt Roof Shingles Revision 11:12/1112020 Page 9 of 10 6.4.1.3 ProEdze®: Prevailing Wend Direction Sealant strip G' Exposure Fasten 7Ya' Cover Exposed Fasteners with Roaf Cement Figure 21: Isometric View, ProEdge (tD4 NEM0 j etc. Standard �tt„ Fastening Pattern Sealant 7 r` 6` Exposure Figure 22: Plan View, ProEdge 7. BUILDING i As required by the Building Official or Authority Having Jurisdiction to properly evaluate the installation of this product. 8. MANUFACTURING PLANTS: Contact the named CIA entity for manufacturing facilities covered by F.A.C. Rule 61G20-3 QA requirements. Refer to Section 4 herein for products and production locations having met codified material standards. QUALITY PRI Construction Materials Technologies, LLC— gUA9110; J4131 621-5777; bwilson0oricmt.com - END OF EVALUATION REPORT - NEPAd ETC, LLC Evaluation Report 037340.02.12-1111 Certificate of Authori2atlon#32455 7"' EDITION (2020) FRC NON- HVHI EVALUATION F1.10674-R1fi Owens Corning Asphalt Roof Shingles Revision 11; 12/11/2020 Page 10 of 10