No preview available
HomeMy WebLinkAboutProduct Approval 3/2/2020 « � Florida Building Code Online 6 BCIS Home I Log In I User Registration I Hot Topics)I Submit Surcharge I Stats&Facts I Publications I Contact Us I' BCIS Site Map' I Links Search Florida ggOF �'.��Product Approval r .USER:Public User Product Approval Menu>Product or Application Search>Application List>Application Detail o FL# FL10674-R15 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 Mel Sancrant Address/Phone/Email 1 Owens Corning PKWY Toledo,OH 43659 (419) 376-8360 mel.sancrant@owenscornig.com Quality Assurance Representative Address/Phone/Email Category .Roofing Subcategory Asphalt.Shingles Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer L 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 W! Validation Checklist-Hardcopy Received Certificate of Independence FL10674 R15 COI 2019 01 COI NIEMINEN.pdf Referenced Standard and Year(of Standard) Standard Year ASTM D1970 2015 ASTM D3161 2016 ASTM D3462 2010 ASTM D7158 2011 Equivalence of Product Standards Certified By Sections from the Code https://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgtBNbEY5Vp/o2boQT°/p2b6w7ahReg]CQ8ucR6ixEDL76gG32Q9MAp/p3d°/p3d 1/2 3/2/2020 Florida Building Code Online Product Approval Method Method 1 Option D Date Submitted 08/15/2019 Date Validated 08/15/2019 Date Pending FBC Approval 08/21/2019 Date Approved 10/15/2019 Summary of Products FL# Model,Number or Name Description 10674.1 Owens Corning Asphalt Roofing 3-tab,4-tab,5-tab,laminated,starter and hip&ridge shingles Shingles and Starters Limits of Use Installation Instructions Approved for use in HVHZ: No FL10674 R15 II 2019 08 FINAL ER OC ASPHALT Approved for use outside HVHZ:Yes SHINGLES FL10674-R15.pdf Impact Resistant: N/A Verified By: Robert]. M. Nieminen PE-59166 Design Pressure: N/A Created by Independent Third Party: Yes Other: Refer to ER,Section 5. Evaluation Reports FL10674 R15 AE 2019 08 FINAL ER OC ASPHALT SHINGLES FL10674-R15,pdf Created by Independent Third Party: Yes Back Plcxt Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Copygjght 2007-2013 State of Florida.::Privacy Etatement::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: ® E- M Credit Card ::Safe;: :... https://www.floridabuilding.org/pr/pr app_dti.agpx?param=wGEVXQwtDgtBNbEY5V%2boQT%2b6w7ahReglCQ8ucR6ixEDL76gG32Q9MA%3d%3d 2/2 NEMO etc. Certificate of Authorization#32455 353 Christian Street,Unit#13 Oxford,CT 06478 (203)262-9245 ENGINEER EVALUATE TEST CONSULT CERTIFY EVALUATION REPORT Owens Corning Evaluation Report 037940.02.12-1110 One Owens Corning Parkway FL10674-1115 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 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 producf(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: •;-F-�cs��rc�J Robertl.M. Nieminen P.E. �?�h•. The facsimile seal appearing was authorized by Robert Nieminen,P.E.on 08/15/2019.This does not serve as an Florida Registration No.59166,Florida DCA ANE1983 ";s'•'$ electronically signed document. CERTIFICATION OF INDEPENDENCE: 1. NEMOIetc. 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. NEMOI 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 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. ©2018,NEMO ETC,LLC ONEMO etc. ROOFING SYSTEMS EVALUATION: 1. O. 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 6'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. STANDARDS:2. Section Property 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: Enti� Exarriinationy 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. PRODUCT DESCRIPTION: 41-> ACCESSORY. TARTERS 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�SHINGLEST 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. MEMO ETC,LLC Evaluation Report 037940.02.12-1130 Certificate of Authorization#32455 6-EDITION(2017)FBC NON-HVHZ EVALUATION FL10674-RlS Owens Corning Asphalt Roof Shingles Revision 10:08/15/2019 Page 2 of 10 01NEM0 etc. LIMITATIONS:5. 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 Vasa=150 mph(VDIt=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 Vasa=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. INSTALLATION:6. 6:1:° GENERAL - 6.1.1 Roof deck sloe underla ment and fasteners shall comply with FBC 1507.2 f R905.2 and t p y p y / he 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 F*.dadaymmt Dark SaFadherad W"thLocS Self-adhered ndamy t Weathedock' undedaymeM Drip rage �a� Drip edge Ddp--. aria Nails located Nablocated 2=a'from eave r—a•Gam eave Install first SeH•seafmg adhesive tarter Fslalfuat 9tulerSkip F4a Sdaafmg adhe.Ne St Strip positioned along save Wth 6'ramovad - poiraned alone ava shingle tarter with. . 6'removed Starter Strip shingle overhangs eaves and rakes W—V St. 6\PPI..ovarhanglent.a.duk.V4-al4' Figure 1:Minimum Nailing,Starter Strip Figure 2:Minimum Nailing,Starter Strip Plus NEMO ETC,LLC Evaluation Report 037940.02.12-1130 Certificate oJAuthorkation#32455 6T"EDITION(2017)FBC NON-HVHZ EVALUATION FL10674-R15 Owens Corning Asphalt Roof Shingles Revision 10:08/15/2019 Page 3 of 10 ONEMO etc. 6.2.2 Installation of Starter Shingle Roll shall comply with the Owens Corning current published instructions. Deck k> Underlayment Drip edge Drip edge • ° � � any-^u'; s ��t ry ,Sr� y-n >k Starter Shingle Roll adhered directly to underlayment and primed dnp edge Self-sealing adhesive positioned along eaves Figure 3:Starter Shingle Roll 6 B , , "ASPHALTSHINGLES 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 pare Normal Mansard or Area pare Wind Areas High Wind desvanes y Wind Areas High Wind deavanes y Area pare vientos normales Areas vientos fuertes Area pare vientos normales Areas vientos fuartas t" IAI t„ rl' 2- (B1 r2' t" t" (AI tTV 2- tr tr' t2t tzt 5"Exposure 6 5/8"Exposure Exposieidn Exposieldn Figure 4:Minimum Nailing,Classic&Supreme Figure 5:Minimum Nailing,Classic&Supreme (Standard Size) (Metric Size) MEMO ETC,LLC Evaluation Report 037940.02.12-R10 Certificate of Authorization#32455 6-EDITION(2017)FBC NON-HVH2 EVALUATION FL10674-RlS Owens Corning Asphalt Roof Shingles Revision 10:08/1S/2019 Page 4 of 10 *.. NEM0 etc. 6.3.1.2. Berkshire®: r Seala'M strip sealant strip La tlra de selador La t6a de sellador V g.yx^ 9 Yt'. ' OW 8 Yf } V "8 W.. 8 r�.. 8 rh' 8 W } �.,'� T.J 1 t..J t 1 Figure 6: 5-Nail Pattern,Berkshire Figure 7: 6-Nail Pattern,Berkshire • SealaMsVip, La Vra de selador. 1" 2.. Asphift roofing Cement ' Cemento'do feehode Walfo Figure 8: Mansard or Steep Slope Pattern,Berkshire NEMO ETC,LLC Evaluation Report 037940.02.12-1110 Certificate of Authorization#32455 6m EDITION(2017)FBC NON-HVHZ EVALUATION FL10674-R15 Owens Corning Asphalt Roof Shingles Revision 10:08/15/2019 Page 5 of 10 O.. NEMOletc. 6.3.1.3 Duration° TruDefinition®Duration Duration®Premium Cool&TruDefinition°Duration®Designer Color Collection: 4-Nail.Fasteni6g Pattern SureNmI4D fastening area width` Nai1'.TypiDal 1" 12" 12" 1" p—e coining S-*W �,..q ..SBaquo�suaw0'_; ,•. lMens.Coming S—R-aQ 0... Figure 9:Standard 4-Nail Pattern,Duration 6-Nail Fastening Pattern SureNiHID.fastening area width Nail,Typical V 12" 12" 1" .-'awns Coining SureNad ,;•;�' ".- ..ftaup96uiwo�suxr-0'�"' �prens Coming SureNaB®.:'. .�... 6-1/8" 6-518" r, e,vosue { - Figure 10: 6-Nail Pattern,Duration Fasteping for Slopes Greater Thari-2112. SureNall®fastening areavidth` Nail,typical 1n. 12„ 1211 1ME n. dh-"comma SmaN]A °• �. am5 euwo�,n,a,ap. •�Onere LoiNne Sun:Na1�' wii 5518" 8[gO61nB 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 of Authorization#32455 0 EDITION(2017)FBC NON-HVHZ EVALUATION FL10674-R15 Owens Corning Asphalt Roof Shingles Revision 10:08/15/2019 Page 6 of 10 i (NNEMOjetc. 6.3.1.4 Tru Definition'Oakridge°,Oakridge®: 4 NaiLPdfkn Esquema•con 4 claws 5518"Expoure...,, Nails, 65/8"Exposure . Exposfcf6ude5b/Spef4•: Cfavos :Exposiehinde55/8pulg. Figure 12:Standard 4-Nail Pattern,Oakridge 6 Nail:Patterii Fsqu4ma coa'6:clavos t^ r 12. Nails 5 518"Expesuie, ClaDos :,B 5/8".Exposure: px osicfm`&56/Spulg.. ;:Exposicroa`de;56/8MO. Figure 13:6-Nail Pattern,Oakridge Fastening for Slopes Greater Than:21 t12 SureN.W18 fastenlnd area W6 Nall,Typical 1" 12" 12" pemcmmns..wm. �,.... nsawm�.0 a-•.: :�-.ow«v cnm^o sux+m -:_• tL11Bn__ s•. . �2". Four 1".:Spots of Asphalt Roofing CefneoC Figure 14:Mansard or Steep-Slope Pattern,Oakridge NEMO ETC,LLC Evaluation Report 037940.02.12-1130 Certificate of Authorization#32455 0 EDITION(2017)FBC NON-HVHZ EVALUATION FL10674-RlS Owens Corning Asphalt Roof Shingles Revision 10:08/15/2019 Page 7 of 10 NEMO�etc. 6.3.1.5 WeatherGuard"HP: 12- 'I 1� 12p 3� 12 pig-1I A. JF .Na amim 5 518'Egosva 5 5i8'Ernnsve Egos 6bn de 5 58 pulp. Fxpas ciln do 5 5t PA1. Figure IS:6-Nail Pattern,WeatherGuard HP 6Na]Pattern Esquema con 6 clavos Nail 6118'from bottom of shingle Clove a 6118 ping.de la 5 518"Exposure 6 Fasteners asn rs pie inferior de la tqa Exposicion de 5 618 pulg. J te two t�a• tY Four 1"Spots of Asphalt hoof Cement Cuatto puntos de cemento de(echo de asfarto de 1 pul ada Figure 16:Mansard or Steep-Slope Pattern,WeatherGuard HP 6 4 HIP&.RIDGE SHINGLES y 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. NEW ETC,LLC Evaluation Report 037940.02.12-R10 Certificate of Authorization#32455 6'"EDITION(2017)FBC NON-HVHZ EVALUATION FL10674-R15 Owens Corning Asphalt Roof Shingles Revision 10:08/15/2019 Page 8 of 10 • MEMO�etc. 6.4.1.1 Berkshire®Hip&Ridge with Sealant and DuraRidge®Hip&Ridge Shingles with Sealant: Fig. A Fig. B Prevailing Wind Direction Top View �— Direccion del viento predominante Vista superior 1" � Nail 2e Clavo Nails p • Owens;co, SureNal i s Clavos� I . I I k—FExposure I cc IF.gwidfi de S Pld§ V I p 12° `I Figure 17:Isometric View,Berkshire and DuraRidge Figure 18:Plan View,Berkshire and DuraRidge 6.4.1.2 WeatherGuard®HP Hip&Ridge Hip&Ridge Shingles: Fig.'A IT 1 Flg :C.H0.&Ridge Shingle:Fasjening Prevalting Wlnd To Vlew' Direction p A , Nails'' 4.4 I f A Y I Nails Nails 7. 2" 2". ' I I I I i° •1" A i. i• I. I � ExpaSUfQ. V Egosure 12 Figure 19:Isometric View,WeatherGuard HP Hip&Ridge Figure 20:Plan View,WeatherGuard HP Hip&Ridge NEMO ETC,LLC Evaluation Report 037940.02.12-1110 Certificate of Authorization#32455 6-EDITION(2017)FBC NON-HVHZ EVALUATION FL10674-R15 Owens Corning Asphalt Roof Shingles Revision 10:08/15/2019 Page 9 of 10 (NNEMOjetc. 6.4.1.3 ProEdge®Hip&Ridge Shingles: Prevailing Standard Wind Direction Sealant Strip Pattering 6'Exposure • 12' Sealant Fasten5�h' 7J/f� 6"Exposure Cover Exposed 1 Fasteners with Roof Cement 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. REQUIREMENTS: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 61G20-3 CIA requirements. QUALITY10. 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 a EDITION(2017)FBC NON-HVH2 EVALUATION FL10674-R15 Owens Corning Asphalt Roof Shingles Revision 10:08/15/2019 Page 10 of 10 �•� 3/2/2020 U� �� Florida Building Code Online BCIS Home I Log In I User Registration I Hot Topics I Submit Surcharge I Stats&Facts I Publications I Contact Us I' BCIS Site Map' I Links I Search db a Product Approval USER:Public User Product Approval Menu>Product or Application Search>Qpylication List>Application Detail sr pyl FL# FL160.48=R6 i Application Type Revision Code Version 2017 Application Status Approved Comments Archived f Product Manufacturer Tri-Built Materials Group, LLC Address/Phone/Email PO Box 70 Rutherford, NJ 07070 (800) 516-1485 david.ruiz@tribuiltmg.com Authorized Signature David Ruiz david.ruiz@tribuiltmg.com Technical Representative David Ruiz Address/Phone/Email 250 Route 17 North East Rutherford, NJ 07073 (201) 842-2449 david.ruiz@tribuiltmaterialsgroup.com 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 6_I Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed the Robert Nieminen Evaluation Report Florida License PE-59166 Quality Assurance Entity UL LLC Quality Assurance Contract Expiration Date 07/18/2020 Validated By John W. Knezevich,.PE W11 Validation Checklist-Hardcopy Received Certificate of Independence FL16048 R6 COI 2017 01 COI Nieminen.odf Referenced Standard and Year(of Standard) Standard Year ASTM D1970 2015 ASTM G155 2005 FM 4474 2011 FRSA/TRI April 2012(04-12) 2012 UL1897 2012 Equivalence of Product Standards Certified By https://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQWtDgtFPmdYiNDWrwipmtAnR8jv9FiYHTk4FLCxcgVtRhfvMw°/a3d%3d 1/2 3/2/21120 Florida Building Code Online Sections from the Code Product Approval Method Method 1 Option D Date Submitted 09/25/2017 Date Validated 10/01/2017 Date Pending FBC Approval 10/03/2017 Date Approved 12/12/2017 Summary of Products FL# Model,Number or Name Description 16048.1 TRI-BUILT Roof Underlayments Self-adhering,modified bitumen roof underlayments Limits of Use Installation Instructions Approved for use in HVHZ: No FL16048 R6 II 2017 09 FINAL ER TRI- Approved for use outside HVHZ:Yes BUILT UNDERLAYMENTS FL16048-R6.pdf Impact Resistant: N/A Verified By: Robert Nieminen PE-59166 Design Pressure: +N/A/-150 Created by Independent Third Party: Yes Other: 1.)The design pressure noted herein pertains to use of Evaluation Reports foam-on tile systems overtop the self-adhering underlayment FL16048 R6 AE 2017 09 FINAL ER TRI- for one particular application. See ER Section 5.6.4 for details. BUILT UNDERLAYMENTS FL16048-R6.pdf 2.) Refer to ER Section 5 for other Limits of Use. Created by Independent Third Party: Yes Back Next Contact Us:_:2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824 The State of Florida Is an AA/EEO employer.Copyrlght 2007-2013 State of Florida.::Privacy tatement::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: (. ;. Credit Card':'l l � - Safe;`:::• � `. https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtFPmdYiNDWrwipmtAnRBjv9FiYHTk4FLCxcgVtRhfvMw%3d%3d 2/2 EXTERIOR RESEARCH&DESIGN,LLC. Certificate of Authorization#9503 OTRR INI TYERD 353 CHRISTIAN STREET,UNIT I OXFORD,CT 06478478 (203)262-9245 EVALUATION REPORT TRI-BUILT Materials Group,LLC Evaluation Report A42960.10.12-R6 PO Box 70 FL16048-116 Rutherford, NJ 07070 Date of Issuance:10/25/2012 (800)516-1485 Revision 6: 09/25/2017 SCOPE: This Evaluation Report is issued under Rule 61G20-3 and the applicable rules and regulations governing the use of construction materials in the State of Florida.The documentation submitted has been reviewed by Robert Nieminen, P.E. for use of the product under the Florida Building Code and Florida Building Code, Residential Volume. The products described herein have been evaluated for compliance with the 6th Edition (2017) Florida Building Code sections noted herein. DESCRIPTION: TRI-BUILT Roof Underlayments LABELING: Labeling shall be in accordance with the requirements the Accredited Quality Assurance Agency noted herein. CONTINUED COMPLIANCE: This Evaluation Report is valid until such time as the named product(s) changes,the referenced Quality Assurance documentation changes, or provisions of the Code that relate to the product change. Acceptance of this Evaluation Report by the named client constitutes agreement to notify Robert Nieminen, P.E. if the product changes or the referenced Quality Assurance documentation changes. Trinity)ERD requires a complete review of this Evaluation Report relative to updated Code requirements with each Code Cycle. ADVERTISEMENT: The Evaluation Report number preceded by the words "Trinity IERD 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 6. Prepared by: N. - y - Robert J.M. Nieminen,P.E. �i'`' The facsimile seal aPP g earin was authorized bY Robert Nieminen, :.`✓JHn�N�tt Florida Registration No.59166,Florida DCA ANE1983 i P.E.on 09/25/2017.This does not serve as an electronically signed document. CERTIFICATION OF INDEPENDENCE: 1. Trinity IERD does not have, nor does it intend to acquire or will it acquire, a financial interest in any company manufacturing or distributing products it evaluates. 2. Trinity ERD is not owned,operated or controlled by any company manufacturing or distributing products it evaluates. 3. Robert Nieminen, P.E. does not have nor will acquire,a financial interest in any company manufacturing or distributing products for which the evaluation reports are being issued. 4. Robert Nieminen, P.E. does not have, nor will acquire,a financial interest in any other entity involved in the approval process of the product. 5. This is a building code evaluation. Neither Trinity I ERD nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any project on which this Evaluation Report,or previous versions thereof,is/was used for permitting or design guidance unless retained specifically for that purpose. TRINITYI l ERD ROOFING COMPONENT EVALUATION: 1. SCOPE: Product Category: Roofing Sub-Category: Underlayment Compliance Statement: TRI-BUILT Roof Underlayments, as produced by TRI-BUILT Materials Group, LLC, have demonstrated compliance with the following sections of the 6th Edition(2017)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 Property Standard Year 1504.3.1 Wind Resistance FM 4474 2011 1504.3.1 Wind Uplift UL 1897 2012 1504.6 Accelerated Weathering ASTM G155 2005 1507.2.4/1507.1.1,1507.2.9.2 Physical Properties ASTM D1970 2015 1507.3.3 Physical Properties FRSA/TRI April 2012(04-12) 2012 3. REFERENCES:, Entity Examination Reference Date ERD(TST6049) Physical Properties S40540.02.13-1 02/19/2013 ERD(TST6049) Physical Properties S40540.11.13 11/19/2013 ERD(TST6049) Physical Properties S40540.03.14 03/26/2014 ERD(TST6049) Physical Properties S44870.04.14-2 04/02/2014 ERD(TST6049) Physical Properties S44870.04.14-3 04/02/2014 ERD(TST6049) Physical Properties S44870.04.14-1 04/10/2014 ERD(TST6049) Physical Properties S44870.04.14-4 04/10/2014 ERD(TST6049) Physical Properties S43530.02.14-1-R1 05/14/2014 ERD(TST6049) Physical Properties S43530.05.14 05/28/2014 ERD(TST6049) Physical Properties S40540.10.14 10/31/2014 ERD(TST6049) Physical Properties SC7645.02.15 02/13/2015 ERD(TST6049) Accelerated Weathering SC8520.04.15 05/27/2015 ERD(TST6049) Wind Resistance SC14045.05.17-R1 06/07/2017 UL,LLC.(QUA9625) Quality Control Multiple-Listing R16814 12/10/2015 UL,LLC.(QUA9625) Quality Control Service Confirmation Exp.07/18/2020 4. PRODUCT DESCRIPTION: 4.1 Tri-Built Sand-R SA Shingle Underlayment is a self-adhering, glass-mat reinforced, sand-surfaced, SBS modified bitumen roof underlayment,with a 36-inch sheet width;meets ASTM D1970. 4.2 Tri-Built S/A HT TU Underlayment is a self-adhering, non-woven polyester fabric surfaced, SBS modified bitumen roof underlayment; meets ASTM D1970 and FRSA/TRI April 2012. 4.3 Tri-Built Smooth HT S/A Underlayment is a self-adhering, glass-mat reinforced, film-surfaced, SBS modified bitumen roof underlayment;meets ASTM D1970. S. LIMITATIONS: 5.1 This is a building code evaluation. Neither Trinity)ERD nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained specifically for that purpose. 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. Exterior Research and Design,I.I.C. Evaluation Report A42960.10.12-116 Certificate of Authorization#9503 CH EDITION(2017)FBC NON-HVHZ EVALUATION FL36048-R6 TRI-BUILT Roof Underlayments;(800)516-1485 Revision 6:09/25/2017 Page 2 of 6 (-)o TRINITY I ERD 5.4 TRI-BUILT Roof Underlayments may be used with any prepared roof cover where the product is specifically referenced within FBC approval documents. If not listed, a request may be made to the Authority Having Jurisdiction for approval based on this evaluation combined with supporting data for the prepared roof covering. 5.5 Allowable Roof Covers: TABLE 1:,ROOF COVER OPTIONS Underlayment Asphalt Nail-On Tile Foam-On Tile Metal Wood Shakes Slate Shingles. &Shingles Tri-Built Sand-R SA-Shingle Yes No No No Yes Yes Underlayment Tri-Built S/A HT TU Yes Yes Yes Yes Yes Yes Underlayment See 5.5.1 Tri-Built Smooth HT S/A Yes No No Yes Yes Yes Underlayment 5.5.1 "Foam-On Tile"is limited to use of the following Approved tile adhesives/underlayment combinations. TABLE 1A:,ALLOWABLE TILE ADHESIVE J'UNDERLAYMENT COMBINATIONS) Adhesive Florida Product Approval Underlayments ICP Adhesives Polyset®AH-160 FL6332 Tri-Built S/A HT TU Underlayment DowTileBond'" FL22525 Tri-BuiltS/A HT TU Underlayment 5.6 Allowable Substrates: 5.6.1 Direct-Bond to Deck: Tri-Built Sand-R SA Shingle Underlayment,Tri-Built S/A HT TU Underlayment or Tri-Built Smooth HT S/A Underlayment applied to: ➢ Plywood;ASTM D41 primed plywood; OSB; ASTM D41 primed OSB; Southern Yellow Pine;ASTM D41 primed Southern Yellow Pine;ASTM D41 primed structural concrete. While not required over plywood,OSB or Southern Yellow Pine substrates,TRI-BUILT Materials Group,LLC recommends priming the deck if the final roof cover is not slated for installation within 24 hours. Note: TRI-BUILT Materials Group, LLC requires tongue-and-groove board decking be covered with plywood or OSB prior to installation of the self-adhering underlayment. 5.6.2 Bond-to-Insulation: Tri-Built Sand-R SA Shingle Underlayment,Tri-Built S/A HT TU Underlayment or Tri-Built Smooth HT S/A Underlayment applied to: ➢ Dens Deck Prime;SECUROCK Gypsum-Fiber Roof Board. For installation under mechanically attached prepared roof coverings, insulation shall be attached per minimum requirements of the prepared roof covering manufacturer's Product Approval. For installations under foam-on tile systems (Tri-Built S/A HT TU Underlayment only), insulation attachment shall be designed by a qualified design professional and installed based on testing of the insulation/underlayment system in accordance with FM 4474,Appendix D or TAS 114,Appendix J. 1 Refer to Tile Manufacturer's or Adhesive Manufacturer's Florida Product Approvalfor Overturning Moment Resistance Performance. Exterior Research and Design,I.I.C. Evaluation Report A42960.10.12-R6 Certificate of Authorization g9503 6T"EDITION(2027)FBC NON-HVHZ EVALUATION FL36048-116 TRI-BUILT Roof Underlayments;(800)516-1485 Revision 6:09/25/2017 Page 3 of 6 TRINITY IERD 5.6.3 Bond to Mechanically Attached Base Laver: Tri-Built Sand-R SA Shingle Underlayment,Tri-Built S/A HT TU Underlayment or Tri-Built Smooth HT S/A Underlayment applied to: ➢ ASTM D226,Type I or II felt. For installations under mechanically attached prepared roof coverings, base layer shall be attached per minimum codified requirements. For installations under foam-on tile systems (Tri-Built S/A HT TU Underlayment only), base layer shall be attached per minimum requirements of FRSA/TRI April 2012(04- 12). 5.6.4 Wind Resistance for Underlayment Systems in Foam-On Tile Applications: FRSA/TRI April 2012 (04-12) does not address wind uplift resistance of all underlayment systems beneath foam-on tile systems,where the underlayment forms part of the load-path. The following wind uplift limitations apply to direct-deck underlayment systems that are not addressed in FRSA/TRI April 2012(04-12) and are used in foam-on tile applications. Maximum Design Pressure is the result of testing for wind load resistance based on allowable wind loads, and reflects the ultimate passing pressure divided by 2 (the 2 to 1 margin of safety per FBC 1504.9 has already been applied). Refer to FRSA/TRI April 2012(04-12),Appendix A,Table 1A or FBC 1609 for determination of design wind pressures. #1 Maximum Design Pressure=-45.0 psf: Deck: Min. 15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Primer: (Optional)ASTM D41 or RESISTO EXTERIOR PRIMER Underlayment: Tri=Built S/A HT TU Underlayment,self-adhered. #2 Maximum Design Pressure=-67.5 psf: Deck: Structural concrete to meet project requirements to satisfaction of Authority Having Jurisdiction. Primer: Soprema Elastocol 600c Underlayment: Tri-Built S/A HT TU Underlayment,self-adhered. #3 Maximum Design Pressure=-150.0 psf: Deck: Min. 15/32-inch APA-rated BCX plywood (may be installed C-side up) to meet project requirements to satisfaction of Authority Having Jurisdiction. Deck Preparation: Plywood shall be thoroughly cleaned to remove dust and debris that may inhibit adhesion. All sheathing fasteners shall be driven flush with the surface. All sharp splinters and wood projections shall be removed/sanded. Primer: (Optional) RESISTO EXTERIOR PRIMER Underlayment: Tri-Built S/A HT TU Underlayment, self-adhered, shall be thoroughly roll using hand roller and/or weighted roller to ensure there are no voids, and ensure there are no voids/bridging at side and end-laps. #4 Maximum Design Pressure=-60.0 psf: Deck: Min. 19/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: Soprema Sopra-G or Modified Sopra-G mechanically attached with nails (FBC 1517.5.1) and tin caps(FBC 1517.5.2)spaced 6-inch o.c. at the 4-inch laps and 6-inch o.c. in three, equally spaced rows in the center of the sheet. Underlayment: Tri-Built S/A HT TU Underlayment,self-adhered. Exterior Research and Design,I.I.C. Evaluation Report A42960.10.12-R6 Certificate of Authorization#9503 CH EDITION(2017)FBC NON-HVHZ EVALUATION F1.36048-116 TRI-BUILT Roof Underlayments;(800)516-1485 Revision 6:09/25/2017 Page 4 of 6 3 TRINITY#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 2: TILE.'SLIPPAGE LIMITATIONS FOR DIRECT=DECK TILE INSTALLATIONS. 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) ; Tri-Built S/A HT TU Underlayment Lugged € k " Exterior Research and Design,I.I.C. Evaluation Report A42960.10.12-116 Certificate of Authorization#9503 6T"EDITION(2017)FBC NON-HVHZ EVALUATION F1.16048-116 TRI-BUILT Roof Underlayments;(800)516-1485 Revision 6:09/25/2017 Page 5 of 6 TRINITY I ERD 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 Underlayment,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 tile 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. 8. 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 FL36048-R6 TRI-BUILT Roof Underlayments;(800)516-1485 Revision 6:09/25/2017 Page 6 of 6