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HomeMy WebLinkAboutproduct approval 11/6/2017 Florida Building Code Online a y{ h tri ® X11 a• � 0 ® � ® y � ' `� .. I BCIS Home Log In I User Registration Hot Topics Submit Surcharge Stats&Facts Publications FBC Staff SCIS Site Map Links I Search FloriO Product Approval is USER:Public User Product Approval Menu>Product or Application Search>Application List>Application Detail o{ rtf FL# I 1D67 =R<1�2 Application Type Revision Code Version 2014 Application Status Approved *i4p o e'd'bg'DBPR.Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. 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 Asphal-•Shingles..„ i I 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 Robert J.M. Nieminen the Evaluation Report Florida License PE-59166 Quality Assurance Entity UL LLC Quality Assurance Contract Expiration Date 05/16/2020 Validated By John W. Knezevich, PE Validation Checklist-Hardcopy Received Certificate of Independence FL10674 R12 COI 2016 01 COI Nieminen.pdf Referenced Standard and Year(of Standard) Standard Year ASTM D3161 2009 ASTM D3462 2009 ASTM D7158 2008 Equivalence of Product Standards Certified By https://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgtBNbEY5Vp/p2boQT°/p2b6w7ahRegfCQBucR6ixEA65bxB8ctyagp/a3d°/p3d 1/2 i 11/6/2017 Florida Building Code Online Sections from the Code Product Approval Method Method 1 Option D Date Submitted 04/18/2016 Date Validated 04/19/2016 Date Pending FBC Approval 04/20/2016 Date Approved 06/08/2016 Date Revised 10/10/2017 Summary of Products FL# Model,Number or Name Description 10674�1� � we s, Ing AsA p�halt fing 3 tab',4 tab,S tab, I�ammated,starter and hip&rIr ge shingles= „dry Shingles.and Starters Y r N h} L - � Limits of Use Installation Instructions Approved for use in HVHZ: No FL10674 R12 II 2016 04 FINAL ER OC ASPHALT Approved for use outside HVHZ:Yes SHINGLES FL10674-R12.pdf Impact Resistant: N/A Verified By: Robert J. M. Nieminen PE-59166 Design Pressure: N/A Created by Independent Third Party: Yes Other: Refer to ER,Section 5. Evaluation Reports FL10674 R12 AE 2016 04 FINAL ER OC ASPHALT SHINGLES FL10674-R12.odf Created by Independent Third Party: Yes sl-aclt Next 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.::Privacy Statement::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 mall tD 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 emaiis 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 JIgre. Product Approval Accepts: ®= ® cCh�ct M Credit Card_ Safe https:/Avww.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgtBNbEY5VD/D2boQTD/D2b6w7ahReg[CQ8ucR6ixEA65bxB8ctyagD/D3dD/D3d 2/2 EXTERIOR RESEARCH&DESIGN, LLC. Certificate of Authorization ir/9503 ������1 353 CHRISTIAN STREET,UNIT#13 ' ER® OXFORD,CT 06478 PHONE:(203)262-9245 FAX:(203)262-9243 EVALUATION REPORT Owens Corning tEv ual tlori Report-01940 02 12 R7.: One Owens Corning Parkway FL10674-R1,2, Toledo,OH 43659 Dates e=f Issuance 02/06J2012 R®vision-7: 04/18/2Ole 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 5th Edition (2014) Florida Building Code sections noted herein. ESCRIPJiON:Owens%Corning•,Asphi3ii Roof=Shingles d 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. TrinityJERD 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)ERD 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 8. Prepared by: %;�'I`•- C 3�t,.r�:`• The facsimile seal appearing was authorized by Robert Nieminen, Robert J.M.Nieminen,P.E. aFs, �: c . P.E.on 04/18/2016.This does not serve as an electronically signed Florida Registration No.59166,Florida DC4ANE1983 document.Signed,sealed hardcopieshave been transmitted tothe Product Approval Administrator and to the named client CERTIFICATION OF INDEPENDENCE: 1. TrinitylERD 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 IERD 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. �. TRINITY ER® I 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 Florida Building Code and Florida Building Code, Residential Volume through testing in accordance with the following Standards. Compliance is subject to the Installation Requirements and Limitations/Conditions of Use set forth herein. 2. STANDARDS: Section Prope Standard Year 1507.2.5,R905.2.4 Physical Properties ASTM D3462 2009 1507.2.7.11 R905.2.6.1 Wind Resistance ASTM D3161 2009 1507.2.7.1,R905.2.6.1 Wind Resistance ASTM D7158 2008 3. REFERENCES: kntftlt Examination Reference Date 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 UL LLC (QUA9625) Quality Control Service Confirmation,R2453 Exp.08/20/2017 4. PRODUCT DESCRIPTION: 4.1 Asphalt Shingles: 4.1.1 Classic and Supreme'are fiberglass reinforced,3-tab asphalt roof shingles. 4.1.2 Berkshire are fiberglass reinforced,4-tab asphalt roof shingles. 4.1.3 Devonshire'"°are fiberglass reinforced,5-tab asphalt roof shingles. Duratio j, TruDefinition® Duration', Duration© Premium Cool, TruDefinition® Duration' Designer Color Collection, TruDefinition'Oakridge, Oakridgeo and WeatherGuard' HP are fiberglass reinforced, laminated asphalt roof shingles. 4.2 Berkshire' Hip & Ridge Shingles, High Ridge, WeatherGuard' HP Hip & Ridge Shingles, ProEdge Hip & Ridge Shingles and DuraRidgeTm Hip&Ridge Shingles are fiberglass reinforced,hip and ridge asphalt roof shingles. 4.3 Starter Strip Shingle,Starter Strip Plus and Starter Shingle Roll are starter strips for asphalt roof shingles. S. LIMITATIONS: 5.1 This is a building code evaluation. Neither Trinity IERD 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 the HVHZ. 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 037940.02.12-R7 Certificate of Authorization#9503 F1.10674-1112 Revision 7:04/18/2016 Page 2 of 8 �\ TRINITY i ER® 5.4 Wind Classification: 5.4.1 All Owens Corning shingles noted herein 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 the shingles are acceptable for use in all wind zones up to Vasd= 150 mph (V„It= 194 mph). Refer to Section 6 for installation requirements to meet this wind rating. 5.4.2 All Owens Corning hip&ridge shingles,Starter Strip Shingle and Starter Strip Plus noted herein are Classified in accordance with FBC Tables 1507.2.7.1 and R905.2.6.1 to ASTM D3161,Class F, indicating the shingles are acceptable for 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 Classification by ASTM D7158 applies to exposure category B 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. 5.4.4 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 the Florida Building Code and F.A.C.Rule 611320-3. 6.=1N5TAiEL_WT6 I 6.1 Underlayment: 6.1.1 Underlayment shall be acceptable to Owens Corning 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. 6.2 Asphalt Shingles: 6.2.1 Installation of asphalt shingles shall comply with the manufacturer's current published instructions, using minimum four (4) nails per shingle in accordance with FBC Sections 1507.2 or R905.2, with the following exceptions: ➢ Berkshire shingles require minimum five(5)nails per shingle. ➢ WeatherGuard'HP shingles require minimum six(6)nails per shingle. ➢ Devonshiren'shingles require minimum six(6)nails per shingle. ➢ Starter Strip Shingle and Starter Strip Plus require minimum five(5)nails per strip. Refer to Owens Corning published information on wind resistance and installation limitations. 6.2.2 Fasteners shall be in accordance with the manufacturer's published requirements, but not less than FBC 1507.2.6 or R905.2.5. Staples are not permitted. 6.2.4 Where the roof slope exceeds 21 units vertical in 12 units horizontal, special methods of fastening are required. See figures below for details. 6.2.5 Minimum Nailing-Starter Strip Shingle and Starter Strip Plus: Felt underlayment Deck [edgpe. vndedayment �, Deck Self-adhered weatherLocka Self-adhered undedayment WeatherLocke underlayment , Drip- Drip edge Drip edge Drip edge —Nails located Nath looted 2-3"from eave T-3•irom save Install first Self-sealing adhesive Selfeealing adhesive p erStri Flussh ter Stri withpositioned along eaveP positioned along eave `\ 6"removed Starter Strip shingle overhangs eaves and rakes? Starter S*Plus overhangs eaves and rakes 1/4°-3/4• �e=?�i" Exterior Research and Design,I.I.C. Evaluation Report 037940.02.12-R7 Certificate of Authorization#9503 FL10674-R12 Revision 7:04/18/2016 Page 3 of 8 \,J TR1N1TY ER® { 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 Florida Building Code and Florida Building Code, Residential Volume through testing in accordance with the following Standards. Compliance is subject to the Installation Requirements and Limitations/Conditions of Use set forth herein. 2. STANDARDS: Section PropertV Standard Year 1507.2.5,R905.2.4 Physical Properties ASTM D3462 2009 1507.2.7.1,R905.2.6.1 Wind Resistance ASTM D3161 2009 1507.2.7.1,R90S.2.6.1 Wind Resistance ASTM D7158 2008 3. REFERENCES: Entity Examination Reference Date 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 UL LLC (QUA9625) Quality Control Service Confirmation,R2453 Exp.08/20/2017 4. PRODUCT DESCRIPTION: 4.1 Asphalt Shingles: 4.1.1 Classic and Supreme'are fiberglass reinforced,3-tab asphalt roof shingles. 4.1.2 Berkshire'are fiberglass reinforced,4-tab asphalt roof shingles. 4.13 Devonshire""are fiberglass reinforced,5-tab asphalt roof shingles. '4:14 .'-Durat n-, TruDefinition® Duration®, Duration' Premium Cool, TruDefinition' Duration' Designer Color Collection, TruDefinition®Oakridge, Oakridge® and WeatherGuard* HP are fiberglass reinforced, laminated asphalt roof shingles. 4.2 Berkshire Hip & Ridge Shingles, High Ridge, WeatherGuard' HP Hip & Ridge Shingles, ProEdge Hip & Ridge Shingles and DuraRidgeTm Hip&Ridge Shingles are fiberglass reinforced,hip and ridge asphalt roof shingles. 4.3 Starter Strip Shingle,Starter Strip Plus and Starter Shingle Roll are starter strips for asphalt roof shingles. 5. LIMITATIONS: 5.1 This is a building code evaluation. Neither TrinityJERD 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 the HVHZ. 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 037940.02.12-R7 CertlJlcote of Authorization#9503 FL10674-1112 Revision 7:04/18/2016 Page 2 of 9 �,JTRINIT Y'J ER® 6.2.6 Minimum Nailing—Classic®&Supreme: Normal Mansard or Aron para Normal Mansard or Area.para Wind Areas High Wind desvenss y Wind Areas High Wind desvones y Area pupa vfenros normafes Areas vientos fuertes Area para vfenros normafes Areas vientos fuertes '' (AI z° (B z" '" '° (A) tY tt• 727 121 5"Expesure SOTS Exposure Erposfaidn Exposicldn 6.2.7 Minimum Nailing—Berkshire°: seam strip sealant strip La tiia de seflador La lira de sedador T- 8 Yz" 9 Yt' 9 Yt8 Yi t 8?h" 8 W 8w, 8w, r 1 t..J r r r Standard Fastening Pattern 6-Nail Fastening Pattern seahm strip La lira do sellador fit---1-•i--moi• •i---►•4f---------• t'J r r Z" Asphaltroofing cement Cemoolo de lecho de astOo Mansard or Steep Slope Fastening Pattern Exterior Research and Design,I.I.C. Evaluation Report 037940.02.12-R7 Certl}icate of Authorization#9503 F1.10674-1112 Revision 7:04/18/2016 Page 4 of 8 r TRINITY i ERD 6.2.8 Minimum Nailing—Devonshire' : T� 7" 8" 8" 1 $" 1 7--1 �" dads Nails •_••_• r r r - ,r 5-518°exposure Sealant location '%" ' Exposiddri de 5.518 pufg Ubicad6n del sallador s . G Ten 1"Spots of Asphah Roof Cement Standard 6-Nail Fastening Pattern Mansard or Steep Slope Fastening Pattern 6.2.9 Minimum Nailing—Duration",TruDefinition® Duration, Duration® Premium Cool &TruDefinition• Duration• Designer Color Collection: 4-Nall Fastening Pattern 6-Nall Fastening Pattern SureNsa9futening arw Width SurvNail&tazteniny am width Nad,Typwl -71 /r Nan,Typical 1" tY 1 1. -�°tccgauesa .. •. ..as -.•o..., ax.na:a. • -�°5u.a,°s:.ro1 :• ..• if t •.o..�•w.al,eenw ..•. s-tm^sae- &118-e•e1a^ . Standard Fastening Pattern 6-Nail Fastening Pattern Fastening for Slopes Greater Than 21:12 SuroNaIlC9faat°nlna Orea Y.1Mh r N°14 Typical 1' 12' e,....�a..o - • .art«^,r..",�.e-W jf •w. -• 6118-Sha!^ F°ur t'Spot°Of ASPaelt ROOfIN Canont Mansard or Steep Slope Fastening Pattern Exterior Research and Design,LLC. Evaluation Report 037940.02.12-R7 Certi}7cate ofAothorizatfon#9503 FL10674-R12 Revision 7:04/18/2016 Page 5 of 8 TRINITY;ERS i 6.2.1 Minimum Nailing—TruDefinition®Oakridge®,Oakridge®: 4 Nail PMem 6 Nail Pattern Esquema con 4 clavos Esquema con 6 clavos 1- 1' 1' T I<— 1r —>►� fF— t2 —�I F 1r &pos1dd Exposure Clavas ErposfrlNails 5 51(r oad 61VOpulg. 56f Uposute Csure lavus 6.6WExposu2 Etrpostcl6n de 6618pulip Exposicidn de 65/8polg. Standard Fastening Pattern 6-Nail Fastening Pattern Fasteningfor Slopes Greater Than 21:12 [2—"K1w1-1ng— aidm N814TW-1 r +r r Ir +^ e-+te^ssm^ �a^ Four+"Spots o+Asphait Roofing Cement Mansard or Steep Slope Fastening Pattern 6.2.1 Minimum Nailing—WeatherGuard®HP: RO110 side View 2.�� � .� �1Vlsb t�eaial .s.. :• � r•..lan.r7l..r�rlfrllb. L is C�wlathifo d& Exterior Research and Design,LLC. Evaluation Report 037940.02.12-117 CertiJlcate of Authorization#9503 F1.10674-1112 Revision 7:04/18/2016 Page 6 of 8 TRINITY ERD 6.3 Hip&Ridge Shingles: 6.3.1 Installation of Berkshire•Hip and Ridge Shingles, High Ridge, WeatherGuard®HP Hip and Ridge Shingles and ProEdge Hip&Ridge Shingles shall comply with the manufacturer's current published instructions, using four (4) nails per shingle. Installation of DuraRidgeTm Hip & Ridge Shingles shall comply with the manufacturer's current published instructions, using two (2) nails per shingle. Refer to Owens Corning published information on wind resistance and installation limitations, including the use of hand-sealing for wind warranties. 6.3.2 Fasteners shall be in accordance with the manufacturer's published requirements, but not less than FBC 1507.2.6 or R905.2.5. Staples are not permitted. 6.3.3 Minimum Nailing—Berkshire®Hip&Ridge and High Ridge: Fig.1 4 Fig.2 F_ PmvdlmgU61d DDeatlon A TaPlfiaer SidOUiem Nags Nails 4 \\\Y r 2 ToPLaibaWd r 1 P 1 I 4• pias 1I- 4 I I I I I I I A I I I I I I 1 1 1 1 r rl, I 1 I I I I 6.3.4 Minimum Nailing—WeatherGuard®HP Hip and Ridge: Fig A 9 4 Fig.C Hip&Ridge Shingle Fastening PEM1111a Wlntl Top Ybw !-Dgectbn P P Nally 4 4 A i i Ndlb Halls A I I r I f P I I I P V y ♦ 1 ���� S' EtPoaDa 12, Exterior Research and Design,LLC. Evaluation Report 037940.02.12-117 Certificate ojANthodration 89503 FL10674-R12 Revision 7:04/18/2016 Page 7 of 8 S " I TRINITY ER® 6.3.5 Minimum Nailing-ProEdge Hip&Ridge Shingles: Prevailing Standard Wind Direction Sealant Strip Fastening�• Pattern I 6°Exposure 12' 1 1411 Sealant Fasten 71h° 7'!t° ' 6"Exposure Cover Exposed I I 1 Fasteners with Roof Cement f' 1 6.3.6 Minimum Nailing—DuraRidge'Hip&Ridge Shingles: Note:The drawings below pertain to minimum,as-tested attachment requirements. Refer to Owens Corning published installation instructions for their minimum requirements. Pramiing Win!Difacdtn Top View —Diractiondxmmatadj\wt Vueenplan Diroedondal rirntopradxnimutm 1' Viso superior 1 L Nail Clou n 2!a �,..'• Oarcns Coa\irg:SutaMaY . C— SIV ' l 1 i i ala$ e I 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 REQUIREMENTS: 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 CIA entity for information on which plants produce products covered by Florida Rule 9N-3 QA requirements. 10. QUALITY ASSURANCE ENTITY: UL LLC—QUA9625;(414)248-6409; karen.buchmann@ul.com - END OF EVALUATION REPORT- Exterior Research and Design,I.I.C. Evaluation Report 037940.02.12-117 Certificate of Authorization#9503 FL10674-1112 Revision 7:04/18/2016 Page 8 of 8 11/6/2017 Florida Building Code Online RIM BCIs Home I Log In ! User Registration ! Hot Topics4 I Submit Surcharge Stats&Facts Publications FBC Staff BCIS Site Map Links Search Florida d " j Product Approval USER:Public User Product Approval Menu>Product or Application Search>Application List>Application Detail •�" FL# L1648-R5' Application Type Revision Code Version 201<} Application Status Approved Comments Archived Product Manufacturer Til-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@tr'ibuiltmateriaisgroup.com Quality Assurance Representative Address/Phone/Emall Category Roofing Subcategory Undell , mems ' 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 Robert Nieminen the 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 Validation Checklist-Hardcopy Received Certificate of Independence FL16048 RS COI 2017 01 COI Nieminen.odf Referenced Standard and Year(of Standard) Standard Year ASTM D1970 2009 ASTM G155 2005 FM 4474 2004 FRSA/TRI April 2012(04-12) 2012 TAS 103 1995 UL 1897 2004 Equivalence of Product Standards Certified By https://www.floddabuilding.org/pr/pr app_dti.aspx?param=wGEVXQwtDgtFPmdYiNDWrwipmtAnR8jvxbzSOxbhTo3sDC5hiANxLAp/a3d°/`3d 112 11/6/2017 Florida Building Code Online Sections from the Code Product Approval Method Method 1 Option D Date Submitted 06/12/2017 Date Validated 06/13/2017 Date Pending FBC Approval 06/19/2017 Date Approved 08/08/2017 Date Revised 09/25/2017 Summary of Products FL# Model,Number or Name Description 16048 1-- ;TRI-ByILT,Roof:Underlayment§ , ``' Self;adhering,_modifiedj bitumen roof uriderla,ments ' s = Limits of Use Installation Instructions Approved for use in HVHZ: No FL16M R5 II 2017 06 FINAL ER TRI- Approved for use outside HVHZ:Yes BUILT UNDERLAYMENTS FL16048-R5.p_df 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 Evaluation Reports of foam-on tile systems overtop the self-adhering FL16048 R5 AE 2017 06 FINAL ER TRI- underiayment for one particular application.See ER Section BUILT UNDERLAYMENTS FL16048-115.pdf 5.6.4 for details. 2.)Refer to ER Section 5 for other Limits of Created by Independent Third Party: Yes Use. hack Nc-xt 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.::Privacy Statement::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 emalls 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: Mom. ® ® ectal M Credit Card Safe https://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgtFPmdYiNDWrwipmtAnR8jvxbzSOxbhTo3sDC5hiANxLA%3d%3d 2/2 P� }} EXTERIOR RESEARCH&DESIGN,I.I.C. Certificate of Authorization#9503 } 353 CHRISTIAN STREET, UNIT#13 TRINI 1 1 1 ERD OXFORD,CT 06478 (203)262-9245 EVALUATION REPORT _ TRI-BUILT Materials Group,LLC Irvaluatlon Report A42960"10 SZRS PO Box 70 � L16048R Rutherford, NJ 07070 ate of<Issuance 1%25/ZQ�>2' (800)516-1485 evlslon5 06/12{ZO 7 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 5th Edition (2014) Florida Building Code sections noted herein. 'eES RIPTION: TRI'BUILT°R"ooflJnderlayment"s�' 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: s2aeg Robert J.M.Nieminen P.E. .r,;"S•;••.»*7.•s ThefaaimilesealappearingwasauthorizedbyRobertNieminen, t sl�jj„ j1�U``•4 ' P.E.on 06/12/2017.This does not serve as an electronically signed Florida Registration No.59166,Florida DCA ANE1983 ,' document.Signed,sealed hardcoples have been transmitted to the Product Approval Administrator and to the named client CERTIFICATION OF INDEPENDENCE: 1. Trinityl ERD 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. Trinityl 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 Trinityl 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. TRINITY1 ER® 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 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 2004 1504.3.1 Wind Uplift UL 1897 2004 1507.2.4,1507.2.8,1507.2.9.2, Physical Properties ASTM D1970 2009 1507.4.5.1,1507.5.3,1507.7.3 1504.6 Accelerated Weathering ASTM G155 2005 1507.3.3 Installation Practice FRSA/TRI April 2012(04-12) 2012 1523.6.5.2.1 Physical Properties TAS 103 1995 3. REFERENCES: gnfty Examination Reference Date ERD(TST6049) Physical Properties 540540.02.13-1 02/19/2013 ERD(TST6049) Physical Properties 540540.11.13 11/19/2013 ERD(TST6049) Physical Properties 540540.03.14 03/26/2014 ERD(TST6049) Physical Properties 544870.04.14-2 04/02/2014 ERD(TST6049) Physical Properties 544870.04.14-3 04/02/2014 ERD(TST6049) Physical Properties 544870.04.14-1 04/10/2014 ERD(TST6049) Physical Properties 544870.04.14-4 04/10/2014 ERD(TST6049) Physical Properties S43530.02.14-1-R1 05/14/2014 ERD(TST6049) Physical Properties 543530.05.14 05/28/2014 ERD(TST6049) Physical Properties 540540.10.14 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-Ri 06/07/2017 UL,LLC.(QUA9625) Quality Control Multiple-Listing R16814 09/04/2015 UL,I.I.C.(QUA9625) Quality Control Service Confirmation Exp.10/16/2017 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. 2� Tri-Built 5/A�JHT TU;Und'erlaymentis aself-adhering, non-woven polyester fabric surfaced, SBS modified bitumen roof underlayment 4.3 Tri-Built Smooth HT S/A Underlayment is a self-adhering, glass-mat reinforced, film-surfaced, SBS modified bitumen roof underlayment. 5. LIMITATIONS: 5.1 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. 5.2 This Evaluation Report is not for use in the HVHZ. Exterior Research and Design,I.I.C. Evaluation Report A42960.10.12-RS Certificate of Authorization#9503 FBC NON-HVHZ EVALUATION FL16048-R5 Tri-Built Materials Group,I.I.C. Revision 5:06/12/2017 Page 2 of 6 TRINITY'ER® 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 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 applied atop the underlayments are as follows: . TABLE 1:1,1160F.C9VER OPTIONS' Asphalt Wood Shakes Underlayment e... J Nail-On Tile Foam-On Tile Metal Slate rShing�es> &Shingles Tri-Built Sand-R SA Shingle Yes No No No Yes Yes Underlayment kUNn-"e. d6"�iltSAJHTgT�U�, J., Yes Yes Yes yes Yes Yes Iiayriienta„aM ` 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 unless tensile adhesion / long term aging data from an accredited testing laboratory is provided. ➢ Tri-Built S/A HT TU Underlayment with ICP Adhesives "Polyset AH-160" (FL6332) or Dow Chemical 'TiileBond'"Roof Tile Adhesive"(FL717) 5.6 Allowable substrates are noted below: 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-11 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 the 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. Exterior Research and Design,U.C. Evaluation Report A42960.10.12-115 Certificate of Authorization 49503 FBC NON-HVH2 EVALUATION FL16048-115 Tri-Built Materials Group,I.L.C. Revision 5:06/12/2017 Page 3 of 6 ," TRINITY;ER® 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) or FBC 1609 for determination of design wind pressures. 5.6.4.1 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. 5.6.4.2 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 HTTU Underlayment,self-adhered. 5.6.4.3 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. 5.6.4.4 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. 5.7 Exposure Limitations: 5.7.1 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 5.7.2 Tri-Built S/A HT TU Underlayment shall not be left exposed for longer than 180-days after installation. Exterior Research and Design,U.C. Evaluation Report A42960.10.12-1115 Certiflicate of Authorization#9503 FBC NON-HVHZ EVALUATION FL16048-RS Tri-Built Materials Group,I.I.C. Revision 5:06/12/2017 Page 4 of 6 \V' JTRINITYI ER® l 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,Trl-Built S/A HT TU Underlayment or Tri-Built Smooth HT S/A Underlayment: 6.3.1 Shall be installed in compliance with the requirements for ASTM D1970 underlayment in FBC Sections 1507 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 HTTU Underlayment 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. Tri-Built S/A HT TU Underlayment has met the tile slippage test requirements specified in FRSA/TRI April 2012 (04-12) up to a 10-tile stack to a maximum roof pitch of 6:12 for flat tiles and 5:12 for lugged tiles. Lugged tiles staged at pitch>5:12 may use alternate staging method (bottom 2-tile stack shall be inverted, followed by 8 tiles high on slope,as shown below). Exterior Research and Design,U.C. Evaluation Report A42960.10.12-115 Certificate of Authorization 4!9503 FBC NON-HVHZ EVALUATION FL16048-RS Tri-Built Materials Group,I.I.C. Revision 5:06/12/2017 Page 5 of 6 1�� 'rY� `I ? TRINITY ER® 5 Figure 1: Alternate Staging Method Alternatively, at roof slopes greater than these limitations, all tiles shall be loaded onto a nominal 1"x 2" horizontal batten to prevent slippage or damage to the underlayment. 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: Contact the noted QA agency for information on product locations covered for F.A.C.Rule 9N-3 QA requirements. 9. QUALITY ASSURANCE ENTITY: UL,LLC—QUA9625;(314)578-3406;k.chancellor@us.ul.com -END OF EVALUATION REPORT- Exterior Research and Design,I.I.C. Evaluation Report A42960.10.12-R5 Certificate of Authorization#9503 FBC NON-HVH2 EVALUATION FL16048-R5 Tri-Built Materials Group,I.I.C. Revision 5:06/12/2017 Page 6 of 6