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HomeMy WebLinkAboutProduct Approval 6/27/2017 Florida Building Code Online BCIS Home Log In i user Registration (r.Hot Topics ; Submit Surcharge { Stats&Facts i Publications i FBC Staff ws site Map Link; i Search Flo da Product Approval ®r- iwp USER: Public User r !, Product Approval Menu>pmduct pr Application Search>Application List>Application Detail , p FL# L1f 0674-FRS Application Type Revision Code Version, '_2U14 Application Status Appra d *Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived Product Manufacturer " O�d'ens�Coring Address/Phone/Cmall One Owens Corning Parkway Toledo, OH 43659 (740) 404-7829 greg.keeler@owenscornirig.com Authorized Signature Greg Keeler greg.keeler@owenscorning.co I Technical Representative Mel Sancrant Address/Phone/Email 1 Owens Corning PKWY Toledo, OH 43659 [ (419) 376-8360 f mel.sancrant@owenscornig.com Quality Assurance Representative Address/Phone/Email Category ORRoofing Subcategory Asphalt4Shliles Compliance MethodEvBl, a�ton Report From a Fiorlda 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 C01 Nieminen pdf Referenced Standard and Year(of Standard) Standard Year ASTM D3161 2009 ASTM-D3462 2009 ASTM 07158 2008 Equivalence of Product Standards Certified By hlps://www.floridabuilding.orgipr/pr app dU.aspx?param=wGEVXQwtDgtl3NbFY5V°/`2boQT%2b6w7ahReglCQ8ucRQixE A65bxB8ctyag%3d°/aid 1/2 6/27/2017 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 Summary of Products tt K Model,Number or dame Description � t 10674.1 Owens Corning Asphalt Roofing 3-tab, 4-tab, 5-tab, I Ia d, starter and hip&ridge Shingles and Starters shingles Limits of Use Installation Instructions Approved for use in HVHZ: No FL10674 R12 II 2016 04 FINAL ER QC ASPHALT Approved for use outside HVHZ: Yes SHINGLES FL10674-'R12.Ddf Impact Resistant: N/A Verified By: Robert 11. 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 2616 04 FINAL ER OC ASPHALT SHINGLES FL10674-R12.(Zdf Created by Independent Third Party_Yes �✓ erck 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::Accessibillty Statement:: efund 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,lplease 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 dick here. Product Approval Accepts: Credit Card safe � Y httN.//Nww.floridabuilding-org/pr/pr app_dtl.aspx?param=wGF\r/,QwtDgtBNbFY5V%2boQT%2t6w7ahReqICQ8uCR6ixFA65bxB8ctyeg%3d°/g',ci 212 i EXTERI R RESEARCH&DESIGN,LLC. Certificate of Authodmtlon#9503 ��� � � 353 CHRISTIAN STREET,UNIT#13 ERD OXFORD,CT 06473 PHONE:(203)262-9245 FAX:(203)262-9243 EVALUATION REPORT Owens Corning Evaluation Report 037940.02.12-R7 One Owens Corning Parkway FL10674-R12 Toledo,OH 43659 Date of Issuance:02/06/2012 Revision,7: 04/14,12016 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 evaluafe'd for compliance with the 5th Editiol1 (2014) Florida Building Code sections noted herein. DESCRIPTION: Owens Corning Asphalt Roof Shing es LABELING: Labeling shall be`in aw&d4'n a 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. TiinitylERD 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: 9'''�� == =:ULu �'•,OS'%� �tC�•`r , 1 The facsimile seal appearing was authorized b Robert Nieminen, F i..• PP g Y Robert J.M.Nieminen,P.E. •�,s'. ti,.,�1���;Q 1!;1. �.•k P.E.on 04/16/2016.This does not serve as an electronically sig"cli Florida Registration No.59166,Florida DCA ANE1983 document.Signed,sealed hardeoples have been transmitted to the Product Appioval Administrator and to the named client 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 l ERD is not owned,operated or controlled by any company manufacturing or distributinglproducts 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 entityivolved in the approval process of the product. S. This is a building code evaluation. Neither Trinityl ERD nor Robert Nieminen, P.E. are, in anyl 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. INITYI ERD 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 Property Standard Year 1507.2.5,R905.2.4 Physical Properties ASTM D3462 2009 1507.2.7.1,8905.2.6.1 Wind Resistance ASTM D3161 2009 1507.2.7.1,R905.2.6,1 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-R2453 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,12453 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. 4.1.4 , Duration', TruDefinition' Duration', Duration® Premium Cool, TruDefinition' Duration' Designer Color Collection, Tru Definition'Oakridge, Oakridge® and WeatherGuard' HP ar i 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,hipl 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 TrinitylERD nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any project on which this Evaluation Report,or prev Iious 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. I Exterior Research and Design,I.I.C. Evaluation Report 037940.02.12-R7 Certiffcotq of Authorization&9603 F1.10674-1112 Revision 7:04118/2016 Page 2 of 8 i 0 TRRINITYIERD 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 Secti0ln 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 installa Ib i 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 61G20-3. 6. INSTALLATION: 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 611320-3,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. ➢ DevonshireTM 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. ;err 6.2.4 Where,the roof slope exceeds 21 units vertical in 12 units horizontal, special methods of fasteningrti required. See figures below for details, 6.2.5 Minimum Nailing—Starter Strip Shingle and Starter Strip Plus: Felt uncictfayment. Y� Dec! Fe3u dcrCyn:ent [?e tlrlvefod� Seif-adnared uodarlaytrant +° !M1'e:;theitock�' � �r� ^'•Jf' p•i' (f endotlsirrtent Dnp •' Drip edge Dns— * DriA e4gc edge case " a. Na7;tosaud Nails located z'L3^front eays from Dave Install first Self-sealing adhesive 9di seJirgedAewva Starter Strip positioned along Dave Install firstStuterStrip ria positioned along cava shingle with with 6're roved 6"removed I Starter Strip shingle overhangs eaves and rakes'!4 t-%" Sri, r Sn p Pius overhangs eaves and takes 1/4'L-3/4' Exterior Research and Design,I.I.C. Evaluation Report 037940.02.12-R7 Certificate afAuthorization#9503 FL10674•R12 Revision 7:04/18/2016 Page 3 of 8 �RINIW E � 6.2.6 Minimum Nailing—Classic®&Supreme: Normal Mansard or Areo para Normal Mansard or Area.paro Wind Areas High Wind desvanes y Wind Areae High Wind dosvanes y Arae para vientos normates Arcaa vienton faertes Area pan vientos norm las A rQ83 viontos fuer4es rT IAi. 7' rp2' IB. a. 7., f. ._(A► 1'. 1" 2' 8) 2, 1. .. ,• � 19' 9T 72 129 1 •L• YExposura .S Sir Fxposuro Frrposieion Etrposisidn 6.2.7 Minimum Nailing—Berkshire": Sealant strip Sealant gulp ra tqa da sefiadar' la fsa de zlkdor 8 Vt 9 Yt' ' 9:Yt' 8 Yt' } •8 w 814" 8 Ih" 8 W" } 9 r Standard Fastening Pattern 6-Nail Fastening Pattern Seahn'61np a' ie rLa de sarrador ,0e- ®.---0.9 .0 04------>o 1"J Asphalt rooting cement Cotrento de iaeho daagaha Mansard or Steep Slope Fastening Pattern. 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 4 of 8 [\Ij TRINIIY ERD 6.2.8 Minimum Nailing—Devonshire'": try 7" 8" 8n 8" 7" X90 1 17 attar -----•°� ..e... � I Nails 7r' 5-5/8' Sealant location Exposidiin de 5'618 pulp U6icacl6n del seliedor ` Ten to 5 ots of Asphalt 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-Nail Fastening.Pattern 16-Nail Fastening Pattern. sloetavtmfasuning arca wfCVI SureNaWfaslsNng.area Is111n Nall..Typieal Nall Typical i^ 12" tr 4-3! c�rc.ex�w o';":^.m,K,z:......,Kr i...�ao...xs-a. ��:;,�'^s.-us.s. ;_:#.:r.:`�._._::_.,."s.-;�— _._._• �s2"n�:—_;"' 67fe"8$IL' s-tib'8•s9" '"'; I� a '2r i ;•t,: Standard Fastening Pattern 6-Nail Fastening Pattern Fastening for Slopes Greater Than 21:12 ' Smwb-aa lubNng ema nitab nen.lrpc.t it sem. 9u I Cur sus R- Paw i"Spot of ASphAn nmhrg cement Mansard or Steep Slope Fastening Pattern Exterior Research and Design,I.I.C. Evaluation Report 937940.02.12-R7 Certificate of Authorization#9503 FL10674-R12 Revision 7:04/18/2171,6- Page 5 of 3 i TRINITY. ER 6.2.1 Minimum Nailing—TruDefinition�Oakridge®,Oakridge®: 4 Nail Pettem 6 ail Pattern ' . Esquema con 4 clavos sguema con 6 clavos, , M.2 Imo-- i2• --k�l �`— 12".� � 1. 1' lit a, 1w, 55/9"ExposureNails 65/9"Exposwe Nails Expos(doade661$ping.' ctai'm Expak.'ri&6618pulg. 669":Fkpasu2, clavas 56R3"Exposure FkposwiidoSS/8pufg. £xposicl6rtd 618,01. re Standard Fastening Pattern 6-Na'rliI asteaing-Pattern Fastening for Slopes Greater Than 21:12 .uroliattP tastje/JWn9 o ea V'M +z^ +r i etre^a.am � a FowV9potaotAaphah Rm"g*emwd �• :Vf�`.' Mansard or Steep Slope Fastening Pattern 6.2.1 Minimum Nailing—WeatherGuardm HP: rZ1111130 Will am Exterior Research and Design,I.I.C. Evaluation Report 037940.02.12-R7 Certificate of Authorizatlan#9503 F110674-R32 Revision 7:04/18/2016 Page 6 of 8 i T a l I ERD I 6_3 Hip&Ridge Shingles: m 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 DuraRidge"" 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: i Fig.1 9 Fig.2 .k--PferaTmaWntl Top Direction :�� A • biei+, SIUeVieN tlaits' A I\ A I _ Nails I Nags y TT ma Ilk a^ ,1..•z. Top anfiriaed 4 I I osure FF' ul I I i �12'� II l 6.3.4 Minimum Nailing—WeatherGuard®HP Hip and Ridge: . r Fig.gHip&Ridge shingle Faa slening' Fig.'A Pmroaljg van! Top W -Dllodbn >44 . \ ,a \\`` bal4s; I balls -RJ I p.. 4 4 I I _ 2 2 al I I i I __ I j1v I �tiro I I 5" EYPOSYIF! I I Exterior Research and Design,LLC. Evaluation Report 437940.02.12-R7 Certificate ofAuthorlzatlon#9503 KL10674-1112 Revision 7:04/18/2016 Page 7 of 8 TRINITYIERD 6.3.5 Minimum Nailing-ProEdge Hip&Ridge Shingles: reeaat�ing StandelYtf 91°—� �kllirrd i4lrectian Ses9elttStrig Pattern a 0•Exposure 9t• 1 SeAla . , Fasten 7It 71h° c•Eapasvre r t f Cover Exposed /l `. Fasteners with f �' Roof Cement 6.3.6 Minimum Nailing Ridge'"'Hip&Ridge Shingles: Note:The drawings below pertain to minimum,as-tested attachment requirlements. Refer to Owens Corning published installation instructions for their minimum requirements. ProraihS Ward Olmden ToP *—'Diroaiondxnir=adaraltall- Vht�.�S-upel ar I' Dhaddndal dmaha pradolnirants Wail _ Cloa 1 2175 0— mars----.-.--------- � bj ;� $G7:enS Y:Mzf7rr��ItKq�87P °a;: # C iy 12_ 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 1507.2.7.1/11905,2.6.1_ 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 QA entity for information on which plants.produce products covered by Florida Rule 9N-3 QA requirements. 10. QUALiTYAssuRANCE ENTITY:.:. UL LLC—QUA9625;(414)248-6409;karen.buchmann(2ul.com END OF EVALUATION REPORT- Exterior Research and design,LLC, Evaluation Report 037940.02.12-R7 CVrtificate ofAuthorizatlon#2503 FL10674•R12 Revision 7:04/18/?016 Page 8 of 8 6/27/2017 Florida Building Code Online BCIS Home E Log In User Registration Hot Topics Submit Surcharge ( Stats&Facts Publications i FBC Staff l BCIS Site Map Links Search 'Holida g , 't�Product Approval USER: Public User sY. Product Approval Menu>Product,or Application Search>Appl¢af lot n List>Application'Detall' FL# FL16048 R4 c.� Application Type Revision Tt Code Version 2014 Application Status " Approved a� Comments , Archivedr-: Product Manufacturer Tn=BuiltsMat`erhalsGroup,LIQ 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@tribuiltmaterialSgrl up.com Quality Assurance Representative Address/Phone/Email Category Roofing Subcategory U,nde a nts Compliance Method Evaluation Report from a FI'orida 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 10/16/2017 Validated By John W. Knezevich, PE 1 Validation Checklist- Hardcopy Received Certificate of Independence FL16048 R4 COI 2016 01 COI Nieminen pdf Referenced Standard and Year(of Standard) Standard Year ASTM D1970 '2009 ASTM G155 -2005 FRSA/TRI April 2012(04-12) 2012 TAS 103 1995 Equivalence of Product Standards Certified By Sections from the Code httpsJ/www.floridabuilding.org/pr/pr_appO.aspx?param=wGEVXQwtDgtFPmdYNDWrwipmtAnR8jv%2fgiJauQKOQ6ShW9BigGzhg%3d°/pad 1/2 i 6/27/2017 Florida Building Code Online Product Approval Method Method 1 Option D Date Submitted 10/06/2016 Date Validated 10/17/2016 Date Pending FBC Approval 10/19/2016 Date Approved 12/13/2016 Date Revised 06/12/2017 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 Instrulctions Approved for use in HVHZ: No EL16048 R4 II 2_0 16 10 FINAL ER TRI- Approved for use outside HVHZ:Yes BUILT UNDERLAYMENTS FL16048-R4,pdf Impact Resistant: N/A Verified By: Robert Nieminen.PE-59166 Design Pressure: +N/A/-67.5 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 R4 AE 2016 10 FINAL ER TRI- I underlayment for one particular application. See ER Section BUILT UNDERLAYMENTS FL16048-R4.adf 5.6.4 for details. 2.) Refer to ER Section 5 for other Limits of Created by Indepe dent Third Party: Yes Use. Back Naxt Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:�850-487-1824 The State of Florida is an AA/EEO employer.Convrioht 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 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 dick here. Product Approval Accepts: Credit Card Safe I https://www.floridabuilding.orglpr/pr_app fl.aspx?param=wGEVXQwtDgtFPmdYiNDWrwipmtAnR8jv%2fglJauQKOQ6ShW9BigGzhg%3d%3d 212 l EXTERIOR RESEARCH&,DESIGN,0.9.- Certificate of Authorization 0503 l `353 CHRIST IAN STREET,UNIT#13 e1 TRIM F ERD ©XFGRD,CT 06478 PHONE:(203)2£2-9245 ' FAX:(203}2b2-5243 E�4l.11ATdf�N P.E6?i311T i Allied Building Products Corp, Evaivatd»rs P.eprart A42950.10.U-1144 dbo TRI-WILT Roofing Products i FL16048-94 9050 Louisiana Street Elate of Issuance:20/25/2012 Merrillville,IN 46410 Ret,@sion 4: 30/06/2016 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 Geode, Residential Volume. The products described herein have been evaluated for compliance with the 5U' Edition'; (1014) Florida Building Code sections noted herein. DESCR€PTI tV: Rd-Rl3IL7 �j I d r$aj�rrlen£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 pr duct(s)changes,the referenced Quality Assurance documentation charges,or provisions of the Code that relate to theiproduct 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. Trinityl 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]ERD Evaluated" may be displayed it 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 5. Prepared by: Robert JIM,Pll,gminen,P.E. !!,� �o`'���:t,;g; r e tacdrnua seal appearing was autharixed by Robert Nieminen., ttlribs F,E on 1010,2016 7hs does pot serve as an clgctron!vj1ly signed Florida Registration No,59166,Florida DCA ANE1983 document.signed sealed hard dple:itave bedn transmltted to tht� F.rodoct Appy oval Adminlstrator and to the named;lent CERTIFICATION OF INDEPENDENce 1. Trinity IERD does not have, nor does it intend to acquire or will it acquire, a financial inter4.t in any company manufacturing or distributing products it evaluates. 2. Trinity)ERD is rot owned,operated,or controlled by any company manufacturing or distributing rrrottuet>it evaluates. $. Robert Nieminen,P.E.does not have nor wiil acquire,a financial interest in any company manufacturing or distributing products for Which the evaluation reports are being issued- 4. Robert Nieminen,P.E.does not have,n9r will acquiref a financial interest in any other entity involved in the approval process of the product. 5. This is a building code evaluation. Neither Trinityl ERD nor Robert Nieminen, P.E, are, in any way,the Designer of Record for any project on which this Evaluation Report,or previous versions thereof,is/was used for permitt;ng or design guidance unless retained specifically for that purpose. • i i TRINFFY 'LKC�' ROOFING COMPONENT EVALUATION: 1. SCOPE: Product Category: Roofing 5ub�Category: Underlayment Compliance Statement; TRI-SUILT Roof Underlayments,as produced by TRI-BUILT,have demonstrated compliance with the following sections of the Florida Building Code through testing in accorda91ce with the following Standards. Compliance is subject to the installation Requirements and Limitations/Conditions of Use set forth herein. 2. STANDARD$: Section Property. Standard Year 1507.2.4,1507.2.8,1507,2,9.2, Physical.Properties ASTM D1970 2009 1507.4-5.1,1507,53,15073.3 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: Entlpl 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-� 04/02/2014 ERD(TST6049) Physical Properties 544870.04.14-1 04/10/2014 ERD(TST6049) Physical Properties S44870.04.14-4 04/10/2014 ERD(TST6049) Physical Properties 543530.02.14-1-R1I 05/14/2014 ERD(TST6049) Physical Properties 543530.05.14 05/28/2014 ERD(TST6049) Physical Properties S40540.10 14 10/31/2014 ERD(T$T6049) Physical Properties SC7645.02.15 02%13/2015 ERD(T5T6049) Accelerated Weathering SC8520.04,15 05/27/2015 UL,LLC.(QUA9625) Quality Control Multiple-Listing',R16814 09/04/2015 UL,LLC.(QUA9625) Quality Control Service Confirmation Exp.10/16/2017 4. PRODUCT DESCRIPTION: 4.1 Self-Adhering Underlavments: 4.1.1, 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. 4.1.2 Trl-Bulla S/A HT TU Underlayment is a self-adhering, non-woven polyester efabric surfaced, SBS modified bitumen roof underlayment 4.1.3 Tri-Built Smooth FIT S/A Underlayment is a self-adhering, glass-mat reinforced, film-surfaced, SBS modified bitumen roof underlayment. 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 iprevious 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, f 5.3 Fire Ciassification is not part of this Evaluation Report; refer to current Approved Roofing Materials Directory for fire ratings of this product. Exterior Research and Design,U.C. Evaluation:Report A42960.10.12-R4 CerUf)cateofAuthorlaatlan#9503 FBC NOWWW EVALUATION FI1604o-R4 Revision 4:10/06/2016 Page 2 of S I i � a IN1EPD 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 AHJ 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.f61lows: Asphalt Wood Shakes Underlayment Shingles Wail-On Tile Foam-On Tile Metal &Shingles Slate ri-3ui1 Sand-R SA h ngl Yi No No No Yes Yes Undettayment Tri-Built S/A.HT TU Yes ment Yes Yes. Yes Yes Yes Underlayment _ See 5.53 Tri-Built Smooth HT S/A Underlayment l Yes No No Yes Yes Yes 5.5.1 "Foam-On Tile" is limited to use of the following Approved.the adhesives unless tensile adhesion/ long term aging data from an accredited testing laboratory is provided, J- Tri-Built S/A HT TU UnderlaVment with 31VII 2-Component Roof Tile Adhesive AH-160 (FL6332) or Dow TileBond""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;ASTIV1 z primed Southern Yellow Pine;ASTM D41 primed structural concrete. While not required over plywood, OSB or Southern Yellow Eine substrates,.Tet!-BUILT recommends priniing,the deck if-the final roof cover is.not slated for installation within 24 hours. Note: TRI-BUILT requires tongue-and-groove boarddecking becovered 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=Bulli S/A HT TU Underlal ment or Tri-Built Smooth HT"S/A Underlayment applied to: a 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. $.6.3 Bond to Mechanically Attached Base Laver! Tri-Built Sand-R S.A Shingle Underlayrnent,Tri-Built S/A HT TU Underlayment or Tri-Built Smooth HT S/A Underlayment applied to; ASTM D226,Type I or 11 felt. For installations.under mechanically-attached prepared roof coverings, base layer,shall be attached per minimum codified requirements. For installations under foam-on the systems (Tri-built S/A HT TV Underlayment only), base layer shall be attached per minimum requirements of FRSA/TRI April 2012 (04- 12). Exterior Research and Desigrp,LLC. Evaluation ReportA42960.10.11-1,44 CanlflcateafAuthor!zatton'#5 03 FBc r4ON-HVH4 EVALUATION FL150434K Revision 4:10/06/2016 Page 3 of 5 fTRINITY II ERhib 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 the 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 FBC 1609 for determiation of design wind pressures. 5.6,4.1 Maximum Design Pressure=-45.0 psf. 7 Deck: Min..15/32-inch plywood to meetproject requirements to satisfaction of AHJ. Primer: (Optional)ASTM D41 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 AHJ. Primer: Soprema Elastocol 600c Underlayment: Tri-Built S/A HT TU Underlayment,self-adhered. 5.6.4.3 Maximum Design Pressure=-60.0 psf, Deck: Min.19/32-inch plywood to meet project requirements to satisfaction of AHJ. 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.at0,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_,TZft 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. 6. INSTALLATION: 6.1 TRI-BUILT Roof Underlayments shall be installed in_accordance with TRI-BUILT 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 SIA HT 1'U Underlayment or Tri-6ullt Smooth HT"SIA Underlayment: 6.3.1 Shall be installed in compliance with the requirements,for ASTM D1970 underlayment in FBC Sections 150.7 for the type of prepared roof covering to be installed. 6.3.2. Non-Tile applications: While priming is optional,TRI-BUILT recommends priming the deck if the final roof cover is not slated for installation within 24.hours. Apply sheet parallel to theroof 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 requirements. Exterior Research and Design,I.I.C. Evaluation Report A42960.10.12-R4 Cerdflatte of Authorization#956 FB[NON-IJVHx EVALUAT 6O €116048-R4 Revision 4:10/06/x016 Page 4 of 5 i J TRINITY I L- When installing at slopes above 8:12,TRI-BUILT 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 Manua 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 the slippage and/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,LLC. Evaluation Repos:A42960.10:12-114 Cert0cate of Authorization#9503 FBC NON-HVHZ EVALUATION FL16048-R4 Revision 4:10/06/2016 Page 5 of 5