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HomeMy WebLinkAboutRevision Changeo- 13CIS Home Log In User Registration Hot Topics Submit Surcharge Stats & Facts Publications Contact Us BCIS Site Map Links Search bWw%f 3 Product Approval `4USER: Public User Product Approval Menu > Product or Application Search > Application List > Application Detail FL # Application Type Code Version Application Status Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method FL10674-R15 Revision 2017 Approved Owens Corning One Owens Corning Parkway Toledo, OH 43659 (740)404-7829 greg.keeler@owenscorning.com Greg Keeler greg.keeler@owenscorning.com Mei Sancrant 1 Owens Corning PKWY Toledo, OH 43659 (419)376-8360 mel.sancrant@owenscornig.com Roofing Asphalt Shingles Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Robert J.M. Nieminen Evaluation Report Florida License PE -59166 Quality Assurance Entity PRI Construction Materials Technologies, LLC. Quality Assurance Contract Expiration Date 01/01/2099 Validated By John W. Knezevich, PE Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code FL10674 R15 COI 2019 01 COI NIEMINEN.pdf Standard ASTM D1970 ASTM D3161 ASTM D3462 ASTM D7158 Year 2015 2016 2010 2011 Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved FL # 10674.1 Method 1 Option D 08/15/2019 08/15/2019 08/21/2019 10/15/2019 Model, Number or Name Owens Corning Asphalt Roofing Shingles and Starters Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: Refer to ER, Section 5. Description 3 -tab, 4 -tab, 5 -tab, laminated, starter and hip & ridge shingles Installation Instructions FL10674 R15 II 2019 08 FINAL ER OC ASPHALT SHINGLES FL10674-R15.pdf Verified By: Robert J. M. Nieminen PE - 59166 Created by Independent Third Party: Yes Evaluation Reports FL10674 R15 AE 2019 08 FINAL ER OC ASPHALT SHINGLES FL10674-R15.pdf Created by Independent Third Party: Yes Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: PrivacyStatement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click here . Product Approval Accepts: �® Eq M Credit Card Safe I NEW 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 037940.02.12-1110 One Owens Corning Parkway FL10674-1115 Toledo, ON 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 6th 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 Ietc. 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: Robert J.M. Nieminen P.E. 'ate a b r' The facsimile seal appearing was authorized by Robert ' ;FSS ^• Nieminen, P.E. on 08/15/2019. This does not serve as an Florida Registration No. 59166, Florida DCA ANE1983 electronically signed document. CERTIFICATION OF INDEPENDENCE: 1. NEMOJetc. 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. NEMOletc. 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: 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 6t" 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 Prope 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: gniibf 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 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, 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-R10 Certificate of Authorization #32455 6T" EDITION (2017) FBC NON-HVHZ EVALUATION FL10674-RIS Owens Corning Asphalt Roof Shingles Revision 10: 08/15/2019 Page 2 of 10 ONEMOIetc. 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 V.sd = 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 Vmd = 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. Feltundedayment Deck Selfadhered WeatherLocke 1 underlayment Drip_. Drip edge edge y ' Nails located 2.-31, from save Install first SeH-searing adhesive Starter Stripp r' positioned alone save shinglewNh.—___..._.."' \ S" removed Starter Strip shingle overhangs eaves and rakes %i' W' Deck S*4dhered WnatY—r uMe&yment Drip edge _ NsAttowed 2"-3" fmm ave Sditimd eto aw positioned done ave Starter Strip Plus avahangsaves ad rake; 7/4"-314' 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 6TH EDITION (2017) FBC NON-HVHZ EVALUATION FL10674-R35 Owens Corning Asphalt Roof Shingles Revision 10: 08/15/2019 Page 3 of 20 ONEMOjetc. 6.2.2 Installation of Starter Shingle Roll shall comply with the Owens Corning current published instructions. Deck unaenaymeni Drip edge Drip edge Starter Shingle Roil adhered directly to underlayment 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: Y Berkshire shingles require minimum five (5) nails per shingle. Y 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 Wind Areas High Wind desvanes y Area para vientos normales Areas vientos Mertes 5"Exposure Exposioi6n Figure 4: Minimum Nailing, Classic & Supreme (Standard Size) Normal Mansard or Area pars Wind Areas High Wind desvanes y Area para vientos normafas Areas vientos fuertes .. .. 5 518" Exposure Exposicf6a Figure 5: Minimum Nailing, Classic & Supreme (Metric Size) NENIO ETC, LLC Certificate of Authorization #32455 6T" EDITION (2017) FBG NON-HVHZ EVALUATION Owens Corning Asphalt Roof Shingles Evaluation Report 037940.02.12-R10 FL10674-R15 Revision 30: 08/15/2019 Page 4 of 10 6.3.1.2 Berkshire®: t*dlant strip La lira de segadm Figure 6: 5 -Nail Pattern, Berkshire ONEMOjetc. Sealant strip La tlra de sellador t" L L Y - Figure 7: 6 -Nail Pattern, Berkshire Sealant strip La Ura de sellader 8 vt' s+it' t3 Yt s 11f t., 2' Asphalt rooting cement Comma de rocho de astaho Figure 8: Mansard or Steep Slope Pattern, Berkshire NEMO ETC, LLC Evaluation Report 037940.02.12-R10 Certificate of Authorization #32455 CH EDITION (2017) FBC NON-HVHZ EVALUATION FL10674-1115 Owens Corning Asphalt Roof Shingles Revision 10: 08/15/2019 Page 5 of 10 6.3.1 MEMO I etc. 4 -Nall Fastening Pattern SureNallOfasfening area width Naif, Typical 1' 1Z �wensCmnina SurN,Jaif • .•pp aars56oww�v»MO Owe�C«nmBSwa 6.118" 8 b18" ' exPosurt Figure 9: Standard 4 -Nail Pattern, Duration Fastening for Slopes Greater Than 21:12 Lbij—:' all* fastening area width Nail, Typical 1" 12" 12" �wamx Cu nt g S Naa R • �amp I •OwurB Coming 6-118" 5Sl8" exposure Four 1" Spots of Asphalt Roofing Cement Figure 11: Mansard or Steep Slope Pattern, Duration 2" NEMO ETC, LLC Evaluation Report 037940.02,12-R30 Certificate of Authorization #31455 6TH EDITION (2017) FBC NON-HVHZ EVALUATION FL10674-R15 Owens Corning Asphalt Roof Shingles Revision 10: 08/15/2019 Page 6 of 10 ONEMOletc. 6.3.1.4 TruDefinitione Oakridge®. Oakridge®: 4 Nall Pattern Esguema con 4 clavus 1" T. I5518" Exposure N" g 5 518" Exposure I Expm[d6n do 6 6/B puig. clav" Exposleldn da 6 6/8 puig. Figure 12: Standard 4 -Nail Pattern, Oakridge 6 Nail Pattern Esquema con 6 clavas 1„ 1^ V.,, .T12" 5 5M' Exposure Nails Cfavos 5 5/8" Exposure Exposiddn de 56/0 ping. Exposfd6n de 66/9pulg. Figure 13: 6 -Nail Pattern, Oakridge Fastening for Slopes Greater Than 21:12 SumNall0 fastening area width ' 1 1 Nell, Typical 12" &118° 5SlS"� .xnaun Pour 1" Spots ofmphait Roofing cement Figure 14: Mansard or Steep -Slope Pattern, Oakridge NEMO ETC, LLC Evaluation Report 037940.02.12-1110 Certificcite o}Authorization #32455 6T" EDITION (2017) FBC NON-HVHZ EVALUATION F1.10674-1115 Owens Corning Asphalt Roof Shingles Revision 10: 08/15/2019 Page 7 of 10 6.3.1.5 WeatherGuard® HP: fs�c�adE+ido 55B �u#g. s 5 Ewe Figure Fxpaaci3n de 5 Figure 15: 6 -Nail Pattern, WeatherGuard HP 6 Nell Pattern Esquema con 6 clavos Nail 61T from bottom of shinoe ave a 6 1i8 pu4. de la 5 5W Exposure 6 Fasteners parte inferior de la tqa Expodckrri de 5 51 pulg. 6 sujetadores Four 1" Spots of Asphalt hoof Cement Cuatio puntas de cemento do tedra de aslatto ate f pulgada Figure 16: Mansard or Steep -Slope Pattern, WeatherGuard HP ONEMOjetc. 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 037940.02.12-1110 Certificate of Authorization #32455 6T" EDITION (2017) FBC NON-HVHZ EVALUATION FL10674-R15 Owens Corning Asphalt Roof Shingles Revision 10: 08/15/2019 Page 8 of 10 6.4.1.1 Berkshire® Hip & Ridge with Sealant and DuraRidgee Hip & Ridee Shingles with Sealant: Fig. A Prevailing Wind Direction 4— Direccion del viento predorninante 0 Nails Clavos I I I I A I I I t -f Exposure Exposicion de 8 pulp 4 A Figure 17: Isometric View, Berkshire and DuraRidge 6.4.1.2 WeatherGuard® HP Hip & Ridge Shingles: Fig. A q Q Prevailing Wind 4— Orrection A A Nails q q A 1 1 qq I I A I I I I Exp sure Figure 19: Isometric View, WeatherGuard HP Hip & Ridge MEMO ( etc. Fig' B Top View Vista superior Nail Clavo ar ( J i NEMO ETC, LLC Evaluation Report 037940.02.12-R10 Certificate of Authorization tJ32455 6T" EDITION (2017) FOC ( J i Figure 18: Plan View, Berkshire and DuraRidge Fig. G Hip & Ridge Shingle Fastening Top clew Nails MRS 7, 2" 2" S„ Exposure 1" Figure 20: Plan View, WeatherGuard HP Hip & Ridge NON-HVHZ EVALUATION FL10674-R15 Owens Corning Asphalt Roof Shingles Revision iD: 08/15/2019 Page 9 of 10 6.4.1.3 ProEdge® Hip & Ridge Shingles: Prevailing Wind Direction Sealant Stip A--"' 6" Exposure Fasten Vit" Cover Exposed Fasteners with Reef Cement ' ONEMOjetc. Standard t f "—• Fastening Pattern :2T t'I I, �- �I•I I- r 1" 12" I Sealanture Figure 21: Isometric View, ProEdge Figure 22: Plan View, ProEdge 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 / R905.2.6.1. 8. BUILDING PERMIT • 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 61620-3 QA requirements. s QUALITY PRI Construction Materials Technologies, LLC— QUA9110 ; 813 621-5777; bwilson@pricmt.com - END OF EVALUATION REPORT - NEMO ETC, LLC Certificate of Authorization 1132455 6" EDITION (2017) FBC NON-HVHZ EVALUATION Owens Corning Asphalt Roof Shingles Evaluation Report 037940.02.12-1110 F1.10674-1115 Revision 30: 08/15/2019 Page 10 of 10 SCIS Home Log In ! User Registration Hot Topics Submit Surcharge Stats & Fads : Publications Contact Us BCIS Site Map links Search byr Product Approval - USER: Public User Product Approval Menu > Product or Application Search > Application List > Application Detail FL # FL9777-R11 Application Type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer Owens Corning Address/Phone/Email One Owens Corning Parkway Toledo, OH 43659 (740) 404-7829 greg.keeler@owenscorning.com Authorized Signature Greg Keeler greg.keeler@owenscorning.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Roofing Subcategory Underlayments Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Zachary R. Priest Evaluation Report Florida License PE -74021 Quality Assurance Entity UL LLC Quality Assurance Contract Expiration Date 12/31/2020 Validated By Locke Bowden P.E. Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code FL9777 R11 COI OCR14002.8a 2017 FBC Evaluation Report Weatherlock Non-HVHZ.pdf Standard Year ASTM D 1970 2015 ASTM D 226 2009 ASTM G 155 2005 TAS 103 1995 UL 1897 2012 Product Approval Method Method 1 Option D Date Submitted 10/11/2017 Date Validated 10/11/2017 Date Pending FBC Approval 10/17/2017 Date Approved 12/12/2017 p Model, Number or Name Description 9777.1 vu Weatherlock G -- Weatherproofing Underlayment Limits of Use Installation Instructions Approved for use in HVHZ: No FL9777 Ell II OCR14007 8a 2017 FBC Approved for use outside HVHZ: Yes Weatherlock Non-HVHZ.pdf Impact Resistant: N/A Verified By: Zachary R. Priest 74021 Design Pressure: N/A Created by Independent Third Party: Yes Other: See evaluation report for limits of use. Evaluation Reports FL9777 RII AE OCR 14002 8a 2017 FB( Weatherlock Non-HVHZ.pdf 9777.2 Weatherlock G (High Tear) Weatherproofing Underlayment Limits of Use Installation Instructions Approved for use in HVHZ: No FL9777 Ri i II OCR14002.8a 2017 FBCEvalu t' e�rt Approved for use outside HVHZ: Yes Weatherlock Non-HVHZ.pdf Impact Resistant: N/A Verified By: Zachary R. Priest PE -74021 Design Pressure: N/A Created by Independent Third Party: Yes Other: See evaluation report for limits of use. Evaluation Reports FL9777 R11 AE OCR14002 8a 2017 FBC Evaluation Report Weatherlock Non-HVHZ.pdf Created by Independent Third Party: Yes 9777.3 Weatherlock MAT j Waterproofing Underlayment Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL9777 R11 II OCR14002.8b 2017 FBC Evaluation Repo Approved for use outside HVHZ: No Weatherlock HVHZ.pdf Impact Resistant: N/A Verified By: Zachary R. Priest 74021 Design Pressure: N/A Created by Independent Third Party: Yes Other: See evaluation report for limits of use. Evaluation Reports FL9777 R11 AE OCR14002 8b 2017 FBC Evaluation Report Weatherlock HVHZ.pdf Created by Independent Third Party: Yes 9777.4 Weatherlock MAT Waterproofing Underlayment Limits of Use Installation Instructions Approved for use in HVHZ: No FL9777 R11 II OCR 14002 8a 2017 FBC Evaluation Rept Approved for use outside HVHZ: Yes Weatherlock Non-HVHZ.pdf Impact Resistant: N/A Verified By: Zachary R. Priest 74021 Design Pressure: N/A Created by Independent Third Party: Yes Other: See evaluation report for limits of use. Evaluation Reports FL9777 R11 AE OCR14002 8a 2017 FBC Evaluation Report Weatherlock Non-HVHZ.pdf Created by Independent Third Party: Yes 9777.5 Weatherlock Metal Weatherproofing Underlayment Limits of Use _ Installation Instructions Approved for use in HVHZ: No FL9777 R11 II OCR14002 8a 2017 FBC Evaluation Report Approved for use outside HVHZ: Yes Weatherlock Non-HVHZ.pdf Impact Resistant: N/A Verified By: Zachary R. Priest PE -74021 Design Pressure: N/A Created by Independent Third Party: Yes Other: See evaluation report for limits of use. Evaluation Reports FL9777 R11 AE OCR14002 8a 2017 FBC Evaluation Report Weatherlock Non-HVHZ.pdf Created by Independent Third Party: Yes 9777.6 Weatherlock Metal Weatherproofing Underlayment Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL9777 R11_11 OCR14002 8b 2017 FBC Evaluation Report Approved for use outside HVHZ: No Weatherlock HVHZ.pdf Impact Resistant: N/A Verified By: Zachary R. Priest PE -74021 Design Pressure: N/A Created by Independent Third Party: Yes Other. See evaluation report for limits of use. Evaluation Reports 9777,7 WeatherLock Specialty Tile & Metal Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +0/-142.5 other: See evaluation report for limits of use. FL9777 R11 AE OCR14002 8b 2017 FBC Evaluation Report Weatherlock HVHZ.p—df Created by Independent Third Party: Yes �. Weatherproofing Underlayment Installation Instructions FL9777 R11 II OCR14002 8a 2017 FBC Evaluation Report Weatherlock Non-HVHZ.pdf Verified By: Zachary R. Priest 74021 Created by Independent Third Party: Yes Evaluation Reports FL9777 R11 AE OCR14002.8a 2017 FBC Evaluation Report Weatherlock Non-HVHZ.pdf Created by Independent Third Party: Yes Contact Us :: 2601 Blair Stane Road, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: AccessibilityStatement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released In response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emails provideemail ses are provide the Department with anmay be used for aemail addressowh whth ich can be made available rto the publics To determine f you are aic record. If licensee under Chapter 455, F.Sdo not wish to supply a n l address, please please click here . Product Approval Accepts: ® EE Credit Card Safe f.r.-Certificate of Authorization No. 29824 REEK 17520 Edinburgh Drive Tampa, FL 33647 (813} 480-3421 TECHNICAL SERVICES, LLC EVALUATION REPORT FLORIDA BUILDING CODE, C EDITION (2017) Manufacturer: OWENS CORNING ROOFING AND ASPHALT LLC Issued October 11, 2017 1 Owens Corning Parkway Toledo, OH 43657 (800) 438-7465 www owenscorninfl.com Manufacturing Location: Brentwood, NH Houston, TX Quality Assurance: UL LLC (QUA9625) SCOPE Category: Roofing Subcategory: Undedayments Code Sections: 1504.3.1, 1507.1.1 Properties: Physical properties REFERENCES gn& Report No. Standard Year PRI Construction Materials Technologies (TST5878) NEI -039-02-01 ASTM D 1970 2015 2015 PRI Construction Materials Technologies (TS75878) NEI -042-02-01 REV2 ASTM D 1970 1995 PRI Construction Materials Technologies (TST5878) NEI -045-02-01 NEI TAS 103 ASTM G155 20058 PRI Construction Materials Technologies (TST5878) PRI Construction Materials Technologies (TST5878) -045-02-01 NEI -053-02-01 TAS 103 1995 PRI Construction Materials Technologies (TST5878) NEI -053-02-01 ASTM G 155 2005a 2015 PRI Construction Materials Technologies (TST5878) NEI -093-02-02 OCF-213-02-01 ASTM D 1970 ASTM D 1623 2009 PRI Construction Materials Technologies (TST5878) PRI Construction Materials Technologies (TST5878) OCF-237-02-01 UL 1897 2012 PRI Construction Materials Technologies (TST5878) OCF-252-02-01 ASTM D 4798 2001 2015 PRI Construction Materials Technologies (TST5878) PRI Construction Materials Technologies (TST5878) OCF-252-02-01 OCF-253-02-02 ASTM 0 1970 ASTM D 1970 2015 PRI Construction Materials Technologies (TST5878) OCF-272-02-01 TA3103 C AC 8' 1995 2012 PRI Construction Materials Technologies (TST5878) OCF-296-02-02 -ES ICC ES AC 48 2012 PRI Construction Materials Technologies (TST5878) OCF-297-02-01.1 ASTM D 1970 2015 PRI Construction Materials Technologies (TST5878) OCF-318-02-01 ASTM D 1970 2015 PRI Construction Materials Technologies (TST5878) OCF-320.02-01 TAS 103 1995 2005e PRI Construction Materials Technologies (TST5878) OCF-320-02-01 OCF-321-02-01 ASTM G 155 ASTM D 1623 2009 PRI Construction Materials Technologies (TST5878) PRI Construction Materials Technologies (TST5878) OCF-322-02-01 UL 1897 2012 PRI Construction Materials Technologies (TST5878) OCF-355-02-01 UL 1897 2012 'Determined to be equivalent to ASTM D 226-09, Type I and 11 vvr%1 RVv.. va - This evaluation report Is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shalt 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 are not specifically addressed herein. GREEK TECHNICAL SERviCEs, LLC PRODUCT k9) 0 NH) WeatherLocko Mat (Brentwood, NH or Houston, TX) WeatherLockO Metal! (Brentwood, NH) WeatherLockO Specialty Tile & Metal (Brentwood, NH or Houston, 7X) WeatherLockO G (High Tear) (Houston, TX) OCR94002 8a OF USE ROOFINGOWENS CORNING bleat erLnckO Self -58811 g lee & Water Barriers WeatherLock® G is an ASTM DEvenngs. adhesive u eflayment constructed from SBS modified asphalt, a fiberglass rcement a surfaced with granules. The product is supplied in 2 -sq. rolls al dimensi s of 3 -ft x 66.7 -ft. WeatherLock(D G is permitted prescribed in FBC Section 1507.1.1 for mechanlcaliv attacked geeExposure on the roof deck shall be limited to a maximum 30 days. WeatherLock@ Mat is an ASTM D 1970 self-adhesive underlayment constructed from forcement, The sq. rollBS s wt with nominalfied twith a dimensions of 3 -ft 33.3 -ft glass mat and 2 sq. rolls with nominal roduct is supplied mensions of 3 -ft x 66.7 -ft. WeatherLock@ Mat is permitted to be used as prescribed in FBC Section 1507.1.1 for mechanically attached roof coverings. Exposure on to roof deck shall be limited to a maximum 30 days. WeatherLock@ Metal is an ASTM D 1970 self-adhesive underlayment constructed from SBS modified asphalt with a fiberglass mat reinforcement and plastic film surface. The product is supplied in 2.0 sq. roils with nominal dimensions of 3 -ft x 66.7 -ft. WeatherLockd in FBC on 07.1.1 mechanically attached lsroof coveringsto . Exposurused ase on heeoof deck shall bellimited to a maximum 90 days. WeaherLock® Specialty Tile & Metal is an ASTM D 1970 self-adhesive underlayment constructed from SBS modified asphalt and surfaced with a non -woven polyester fabric. The product is supplied in 2.14 sq, rolls with nominal dimensions of 3 -ft x 71.3 -Ft. Weatherl-ockS Specialty Tile & Metal is permitted to be used as prescribed in FBC Section 1507.1.1. WeatherLockO Specialty Tile & Metal is permitted to be used with adhered clay or concrete the roofing using either ICP Adhesives Polyset AH -160 (ICP Adhesives and Sealants, inc,) or TILE BOND'"' 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 clay or concrete the 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. WeatherLockO G (High Tear) is a self -adhered, underlayment used as an alternative to ASTM D 226, Type I or Type II roofing felt and ASTM D 1970 self -adhering polymer modified bitumen underlayment. The underlayment is composed of SBS modified asphalt with a fiberglass mat internal reinforcement and is surfaced with granules. The product is supplied with a nominal thickness of 50 mils in 1.96 -sq rolls with nominal dimensions of 3 -ft x 65 -ft. Weabe sed escribed in FBC on 5071.11 1 for mechanically attachederoofted coverigs.uExposureron the roof deck hall be limited to a maximum 30 days. FL9777-R11 2 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. 7ne manuracrurer snan nUu,p 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 are not specifically addressed herein. V.y,. CREEK TECHNICAL. SERVICES, LLC PRODUCT APPLICATION HALT LLCW eathe&ock® Self.S a! ng Ice & Wat r Barriers Min. Roof Slope: 2:12 in accordance with the FBC Application: Ail underlayments shall be installed in accordance with the FBC- Deck substrates shall be clean, dry, and free from any irregularitles and debris. All fasteners In the deck shall be checked for protrusion and corrected prior to underlayment application. Prior to beginning installation, the undedayment shall be unrolled and allowed to relax for a minimum of 3-5 minutes. The undedayment shall be installed with the release backer removed and pressed firmly into place to ensure complete contact with the deck. The undedayment shall be installed with the roll length parallel to the Gave, starting at the save, and with minimum 3" side laps and minimum 6" end laps staggered min. 6 -ft -from preceding course. Additionally, if applying WeetherLock® Specialty Tile & Metal, end laps shall be primed with ASTM D 41 primer or sealed with asphalt roof cement a minimum of 3-4 inches across the width of the lap. It is permissible to back nail the underlayment 12 -inches on -center as needed (nails shall be installed perpendicular to deck with the nail heads flush to the top surface of the underlayment). 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 RESISTANCE The Maximum Design Pressures shown below were calculated using a 2:1 margin of safety per FBC Section 1504.9. i lyderlayment Svstem �l01 WeatherLock Stsecialty Tile &_ Metal Only Roof peck: Min. 15/32 -inch CDA plywood attached to wood supports spaced a maximum 24" o.c. WeatherLock(10 specialty Tile & Metal shall be applied in accordance with manufacturer's installation instructions to the fastened deck and backnailed along the selvage with minimum 12ga., 1 -114 -inch galvanized ring shank roofing nails through underlayment shall be rolled l- with ach 0 On caps spaced mimum 511b steel rroller2immediatelygfollowiiied i g application. Underlayment: Maximum Design -142,5 psf Pressure: O 2.8a FL9777-Ri l Page 3 of 4 Thisis evaluation report is provided far State of Florida product approval under Rule 61G2Q-3. The manufacturer shall notify CRE EK 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 are not specifically addressed herein. CREEK TECHNICAL SE;RviCES, LLC GENERAL LIMITATIONS OWENS CORNING ROOFING AND ASPHALT LLC WeatherLoeW Self.Sealing ice & 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) All side lap seams shall be installed to shed water from the deck. 7) The undedayment may be used as described in other current FBC product approval documents. 6) 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 undedayment 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 614320-3. COMPLIANCE STATEMENT The products evaluated herein by Zachary R. Priest, P.E. have demonstrated compliance with the Florida Building Code a Edition (2017) as evidenced in the referenced documents submitted by the named manufacturer. ,Its It r ter iti��*ori No 74021 4 . • r STATE OF • . iIJ ,►�� 55,E •......•��1��. 0 tI A h,100�l %<<�,� CERTIFICATION OF INDEPENDENCE 2017.10.11 09:06:29 aqW W W krao..v a. r..w 04'00' Zachary R. Priest, P.E. Florida Registration No. 74021 Organization No. ANE9641 CREED Technical Services, LLC 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, at 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 OCR14002.80 FL9777-R11 Page 4 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shalt notify CREEK Teces d. This hnical Services, LLC of evaluation report does no express norproduct nimply warror anty, installation, assurrence commend d use, oro hhout the err product on for Bch this report attributes thatiare not specifically addressed herein. OFFICE USE ONLY: DATE FILED: REVISION FEE: LOCATION/SITE ADDRESS: 5782 Clydesdale LN Port Saint Lucie FL PERMIT # RECEIPT # VING & DEVELOPMENT SERVICES DING & CODE REGULATION DIVISION 2300 VIRGINIA AVENUE FORT PIERCE, FL 34982-5652 (772) 462-1553 s'4PPLICATION FOR BUILDING PERMIT REVISIONS PROJECT INFORMATION DETAILED DESCRIPTION (AFI PROJECT REVISIONS: Pertmit# SLC 2007-0331 Confirmation# 716 Tear Off Existing Roof. Install shingles c uArE;ns corning witFr CONTRACTOR INFORMATI ON: STATE of FL REG./CERT. #: L.ds E Quinones Cert# 30797 BUSINESS NAME: Rhino Roofs General Contruction Corp QUALIFIERS NAME: Luis E quinones ADDRESS: 865 S Kings HWY CITY: Fort Pierce STATE: FL PHONE (DAYTIME): 772446-1139 OWNER/BUILDER INFORMATION: NAME: Sally K Miller ADDRESS: 5782 Cydesdale LN CITY: Port Saint Lucie PHONE (DAYTIME: 772-971-222 STATE: FL ARCHITECT/ENGINEER INFORMATION: NAME: ADDRESS: CITY: PHONE (DAYTIME): SLCCC. 9/23/09 Revised 06/30/17 STATE: ST. LUCIE CO CERT. #: FAX: I FAX: ZIP: 34983 ZIP: 34983 ZIP: