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Home My WebLink AboutPRODUCT APPROVALFlorida Building Code Online CPage 1 of 2 aI IIL_ 1 acts Home Log In User Registration Not Topics Submit Surcharge Stats & Facts Publlc.t ons FFlBCC Staff acts Site Map Links Search do err a{� Product Approval SCA m�a�ar--tte r', jj''� r U-11 �. @�51 USER: Public User B4�Fa7.4i tr — l \. Pro.ua Approval Meru >PrnauR or Amllation Search> Aoolicat on List> Application Detail St. �uCie Coj% 18 2!3S7 FL ;* FL10674'R12 r ? i .3 Application Type Re son St. Lucie C:OL!li:}. j L Code Version 2014 Application Status Approved *Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Small Category Subcategory Compliance Method N n�wens -cmYng Comin Parkway Toledo, OH 43659 (740) 404-7829 greg.keeler@owenscorning.com Florida Engineer or Architect Name who developed the Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code Greg Keeler greg.keeler@owenscorning.com Mel Sancrant 1 Owens Corning PKWY Toledo, OH 43659 (419) 376-8360 mel.sancrant@owenscornig.com Roofn Asphalt Shin les THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORAEC i IONS -REQUIRED BY FIELD INSP[CTORS TH4T . MAYBE NECESSARY IN ORDE'N1 TO COMiPLY WITH h ALL APr UCAI E COVES. ST/LUCIE COUNTY BUILDING DIVISION REVIEWED FOR COMPLIAN1E °D BY DATE MUST BE KEPT ON JbB OR NO INSPECTION WILL BE MADE Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received CONCEALED FASTENERS OR ATTACHMENTS Robert J.M. Nieminen ARE THE RESPONSouTY OF THE PE-591fi6 UL LLC CONTRAOTOROFRECORD 08/20/2017 John W. Knezevich, PE .r Validation Checklist - Hardcopy Received pQrP.i�3Y;Ri7i3iII3.II�I�I - a�i .T--LII.T•ll Standard year ASTM D3161 2009 ASTM D3462 2009 ASTM D7158 2008 http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtBNbEY5 V %2... 1 /19/2017 Florida Building Code Online Page 2 of 2 Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products Method 1 Option D 04/18/2016 04/19/2016 04/20/2016 06/08/2016 FL # Model, Number or Name Description 10674.1 Owens Corning Asphalt Roofing 3-tab, 4-tab, 5-tab, laminated, starter and hip & ridge Shingles and Starters shingles Limits of Use Installation Instructions Approved for use in HVHZ: No FL10674 RIZ 11 2016 04 FINAL ER QC ASPHALT SHINGLES FL10674-R12.Ddf Approved for use outside HVHZ: Yes Impact Resistant: N/A Verified By: Robert 3. M. Nieminen PE - 59166 Design Pressure: N/A Created by Independent Third Party: Yes Other: Refer to ER, Section 5. Evaluation Reports EL10674 R12 AE n16 04 FINAL Eft OC ASPHALT SHINGLES FL10674-R12.odf Created by Independent Third Party: Yes Back Next Contact Us 2601 Blair Stone Road. Tallahassee FL 32399 Phone: 850487-1824 The State of Florida Is an AA/EEO employer. Copyright 2007-2013 State of Forida :: Prlvacv 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 apublic-records request, do not send electronic mail to this amity. Instead, contact the once by phone or by traditional mall. 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 Dersonal 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: = ® [[!cY SCCUIILyA1kTItICS' i y *T.: a :,+r�; LA` iF if 7, r http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtBNbEY5 V %2... 1 /19/2017 EXTERIOR RESEARCH & DESIGN, LLC. Certificate of Authorization #9503 TRINJTREET, UNIT #13 N ERD D 353 CHRISTIAOXFORD, CT 01111 EVALUATION REPORT f F I PHOAX: (203) 262-9243 Owens Corning One Owens Corning Parkway Toledo, OH 43659 Evaluation Report 037940.02.12-117 FL10674-R12+ecum Date of Issuance:02/06/2012 Revision 7: 04/18/2016 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 Code, Residential Volume. The products described herein have been evaluated for compliance with the 5th Edition (2014) Florida Building Code sections noted herein. DESCRIPTION: Owens Corning Asphalt Roof Shingles 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) 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: Robert J.M. Nieminen, P.E. Florida Registration No. 59166, Florida OCA ANE1983 The facsimile seal appearing was authorhed by Robert Nleminen, P.E. on 04/18/2016. This does not serve as an electronically signed dawmenl. Signed, sealed hardcoples have been transmitted to the P,oductApFreva l Administrator and to the named die nt CERTIFICATION OF INDEPENDENCE: 1. Trinity[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, a 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. S. 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 previous versions thereof, is/was used for permitting or design guidance unless retained specifically for that purpose. FILE COPYTRINITY ERD 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, R905.2.6.1 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 IICA34308 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 d Supreme Ce fiberglass reinforced, 3-tab asphalt roof shingles. 4.1.2 Berkshire erg ass reinforced, 4-tab asphalt roof shingles. 4.1.3 DevonshireT" are fiberglass reinforced, 5-tab asphalt roof shingles. 4.1.4 Duration*, TruDefinition Duration, Duration Premium Cool, TruDefinition Duration Designer Color Collection, TruDefinition0akridge, 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 DuraRidge'" 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) 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. 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, LLC. Evaluation Report 037940.02.12-R7 certificate o/Authorization 99503 FL10674-R12 Revision 7:04/18/2016 Page 2 of 8 711, FILt COPY- TRINITY ERp 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 Va,d = 150 mph (V„ h = 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 Va,d = 150 mph (Vvl, = 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 61G20-3. 6. INSTALLATION: 6.1 Underlavment: 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. ➢ Devonshire TM 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 undenaymem 3 Deck Self -adhered r underlayment DripDrip edge edgy — `Nails located T-3' hom save Install first $fit 01 ng adhesive Starter 6t y passion ed along eave shinglewith '+.. 6' removed Starter Strip shingle overhangs eaves and rakes tf-%' Exterior Research and Design, U.C. Certificate of Authorization 99503 Falt undedaymam Ded sdadh.red unaadarment Ce - 0dp cdae odp— edge N.hlautad 2--3-hom eava Instal erstsu .stri PM Sa[sealin9 adxesive p pod4aneddons ear. With 6' removed-----..--y st.ner snip PWs Overhangs vaea and rakes V.'-LT Evaluation Report 037940.02.12-R7 FL10674-R32 Revision 7: 04/18/2016 Page 3 of 8 6.2.6 Minimum Nailing — Classic&Su tame: Normel Menaerd or Aroe pare Wind Aree• High Wind d•.ven•sy Area pare vienros norms/es Ane. vianio• Warta• t 1. (AI r•1• rl• z• IB .rz. 1. a'E.po.un F+po.icl6n 6.2.7 Minimum Nailing — Berkshire®: seahm -i • •� I • A tee I • r--y gYY 9Yf 9Yf giY 1' I 1" Standard Fastening Pattern TRINITY ERD Norrnel Mansard or Arse pars Wind Area. High Wind dem.nea y A... p.. vienros normale. Are.. vienro. ru.".. Iz 1 (A) s11 s� 1• z' (gl ra' �' , 6 67b" Exposure Expo.lcidn Salem strip lrib]deselhd., a IA" I A Ye" I a th' 1' 6-Nail Fastening Pattern Exterior Research and Design, I.I.C. Evaluation Report 037940.02.12-R7 Certi/kate of Authorization 89503 FL10674-R32 Revision 7: 04/18/2016 Page 4 of 9 6.2.8 Minimum Nailing—DevonshirelM: ��= 1 7" 1 8" 5-5/8'exposureI Sealant legation Exposicidn de 5.518 pulg Uhiwcidn del selladar TRINITY ERD a• Nails Ten t" Spots of Asphalt Roof Cement 1 otanaar0 o-rvan fastening Pattern Mansard or Steep Slope Fastening Pattern 6.2.9 Minimum Nailing — Duration®, TruDefinition® Duration, Duration`9 Premium Cool & TruDefinition• Duration' - Designer Color Collection: 4�all Fastening Pattern SunNa11D 3m3Nne an]MM r Nai, W-. 1" IS• \\L'' 12• 1• F1 D F� F1n• S.yy Standard Fastening Pattern 6-Nall Fastening Pattern SwNeiW hsaMne ana MM NN, lyplul J 1• I I • tiws.`a •atiaic�a� m 6-Nail Fastening Pattern Fastening rot slope Greater Than 21:11 III/( sx..x.na o.:.nmg a... Mam 1,- . 41 rt- SpS'e- a 1-Spau m4pnm awMp nrrxnl Mansard or Steep Slope Fastening Pattern F. Exterior Research and Design, I.I.C. Evaluation Report 037940.02.12-R7 Certificate ofAtnhori2oNon 99563 FL10674-R12 Revision 7: 04/18/2016 Page 5 of 8 FILE COPY TRINITY ERD 6.2.1 Minimum Nailing—TruDefinition OakridgeO, Oakridge°: R 4 Nail Pattern Esquema con 4 claws r t• Ir 55/g"Fxposu re Nags 55lg"Exposure FrposW6. de 55/Spins, claws Erposisidn de55/8pde. Standard Fastening Pattern 6 Nail Pattern Esquema con 6 claws r r 66/g"Exposure Nails flows 65/8"Exposure� EeporWa de 6618pulg Erpatiddn de 5518pufg Fastening for Slopes Greater Than 21:12 •� Su=�NalW lea,aNne.rte MTN N, hcNn� Mansard or Steep Slope Fastening Pattern 6.2.1 Minimum Nailing—WeatherGuard®HP: 6-Nail Fastening Pattern aingle Wtb View VISE. 1LEu111 Fee" 1 ��f lErn u. Owtrw4lfewif}db Exterior Research and Design, U.C. Evaluation Report 037940.02.12-R7 Certificate o/Authorization 99503 Fl-10674-1112 Revision 7: 04/18/2016 Page 6 of 8 FILE COPY, 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 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: Fig. t 4 F PlMlhg was otreaon a 4 I I a I i A I 1 { ♦ r Expose H Fig. 2 ranw.w suewel xau N4N t" [' rPP� lnalm r 1 P. e P I r r i I I I I gl �l 1 �l I I� _-� 6.3.4 Minimum Nailing — WeatherGuardO HP Hip and Ridge: Fig. A PlevaYlnp W.MG �—Preclbn Nolla — A I \� A \1 E[pPtula H Exterior Research and Design, LLC. Ceru lcate of Authorization 49903 Fig. C Hip & Ridge Shingle Fastening ropbw Nalls tlill9 r,. R" Y" 1' 1' r• p• g• Faporvra Evaluation Report 037940.02.12-R7 F1.10674-1112 Revision 7: 04/18/2016 Page 7 of 8 FIL.a.�,s �' � i' 'OP 6.3.5 Minimum Nailing - ProEdge Hip & Ridge Shingles: Prevailing Wind Direction Sealant Strip ,j*-� 6' Exposure J 7'h' Standard Fastening Pattern 12' 1 Sealant 7 W 6' Expoture II 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. Praniing W M 6ira<' � eineien domiranre d"�me Oirordanddtiaim prdxnimnn Rail,— - ?-.-.---'+;-2 t I I I I I i i TnpY Vu in iran HII- Vu up for I IH NA a.o I ' j, Ovrent Cwrirq SurtHvr _ r"` I 16 sjEs a. V I�pc 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. B. 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. QUALITY ASSURANCE ENTITY: UL LLC—QUA9625; (414) 248-6409; karen.buchmann(@ul.com - END OF EVALUATION REPORT - Exterior Research and Design, I.I.C. Certificate of Authorization a9503 Evaluation Report 037940.02.12-R7 F1.10674-1112 Revision 7: 04/18/2016 Page 8 of 8 Florida Building Code Online Page 1 of 2 db a�r . IL_ I-� ll ProfessiQnAl— r EMS Home I Log T. I User Registration a Hot Tcplce Submit Surcharge 1 State&Facts Publlcatianp I FEC Stall p£IS Site. MjR Links Search �. Product Approval USER: Public User Protud Approval Menu > ProdProdya or Applicationscand > Aoogcatlon List> Appnestion Detail FL # Application Type Code Version Application Status Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Florida Engineer or Architect Name who developed the Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code FL16048-R4 2014 Approved X Tri-Built Materials Group, LLC _ _ SY S Rutherford, NJ 07070 (800) 516-1485 david.ruiz@tribuiltmg.com JUL ; s 2g�� PER ,7117iidG St. Lucie CDun4,, FL SCANNED BY St. LUcie County THESE PLANS AND ALL PROPOSED WORK David Ruiz ARE SUBJECT TO ANY COPMECTIONS david.ruiz@tribulltmg.com ' REQUIRED BY FIELD INSPECTORS THAT David Ruiz MAY BE NECESSARY IN ORD2R TO East Rutherford, Route 17 North 07073 CCit u'M WITH ALL MPL1CABLE CCrDEG. (201) 842-2449 david.ruiz@tribuiltmater'ialsgroup.com Roofing Underlayments Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer n Evaluation Report - Hardcopy Received Robert Nleminen PE-59166 UL LLC 10/16/2017 John W. Knezevich, PE M Validation Checklist - Hardcopy Received FL16048 R4 COI 2016 91 COT Nieminen.ndf Standard year ASTM D1970 2009 ASTM G155 2005 FRSA/TRI April 2012 (04-12) 2012 TAS 103 1995 http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtFPmdYiND Wr... 6/23/2017 Florida Building Code Online Page 2 of 2 1 Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Date Revised Summary of Products r i Method 1 Option D FILE 10/06/2016 AAL 10/1/2016 �� 10/19/2016 12/13/2016 06/12/2017 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 EL16048 R4 II 2016 SO FINAL ER TRI- Approved for use outside HVHZ: Yes BUILT UNDERLAYMENT FL36046-R4 df Impact Resistant: N/A Verified By: Robert Nleminen 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 FINAI ER TRI underlayment for one particular application. See ER Section BUILT UNDERL6YMENT5 FL36048-R4 df 5.6.4 for details. 2.) Refer to ER Section 5 for other Limits of Created by Independent Third Party: Yes Use. Back Fert Contact Op3:; 2601 Blar Sion Road, I h ' phone: 850-487-1924 The state of Hard.A( lis on AEEO employee Caovrloht 2007-20 3 f Florida. FL Statement :: A<ressibillty 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 to Nis 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), Rance 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 Smalls pmvided may be used For oRcial communication with Me 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 bS made available to the public. To determine If you are a licensee under Chapter ass, F.s., please cock Pere . Product Approval Accepts: Credit Card Safe http://www. floridabuilding.org/prlpr_app_dtl.aspx?param=wGEV XQ WtDgtFPmdYiND Wr... 6/23/2017 �INITYI ERD EVALUATION Allied Building Products Corp. dba TRI-BUILT Roofing Products 9050 Louisiana Street Merrillville, IN 46410 EXTERIOR RESEARCH & DESIGN,LLC. Certificate of Authorization #9503 353 CHRISTIAN STREET, UNIT#13 OXFORD, CT 06478 PHONE: (203) 262-9245 FAX: (203) 262-9243 Evaluation Report A42960.10.12-R4 FL16048-R4 '=n Date of Issuance:10/25/2012 Revision 4: 10/06/2016 SCOPE: This Evaluation Report is issued under Rule 51G20-3 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 Su, Edition (2014) 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) 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 5 Prepared by: Robert J.M. Nieminen, P.E. Florida Registration No. 59166, Florida DCA ANE1983 The Iacslmile seal appearing was authorized by Robert Nieminen, P.E. on 10/06/2016. This does not serve as an eledron callysigned document. 519ned, sealed hardtop],, have been transmitted to the Product Approval Administrator sod to the named dent 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 TrinitylERD 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. �j TRINrry ERD ROOFING COMPONENT EVALUATION: 1. COPE: FILE Product Category: Roofing Sub{ategory: Underlayment Compliance Statement: TRI-BUILT Roof Underlayments, as produced by TRI-BUILT, 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 1507.2.4, 1507.2.8, 1507.2.9.2, Physical Properties ASTM D1970 2009 1507.4.5.1, 1507.5.3, 1S07.7.3 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: Entity 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 543530.02.14-1-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 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 Underlayments: 4.1.1 `Sii-BLn t,3 an A';'Sh ng e�Underlayment-is +self -adhering, glass -mat reinforced, sand -surfaced, SBS modifiedrMUmMoo` rrideria rhifii, 4wrtfi a 36-inch sheet width. 4.1.2 Tri-Built S/A HT TU Underlayment is a self -adhering, non -woven polyester fabric surfaced, SBS modified bitumen roof underlayment 4.1.3 Tri-Built Smooth HT 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 TrinitylERD 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 A42960.10.12-R4 reniJkate of AuthaHzatlon#9503 FBC NON-HVHZ EVALUATION FL16048-R4 Revision 4: 10/06/2016 Page 2 of 5 FILE -COPY \I TRINITY 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 AHJ for approval based on this evaluation combined with supporting data for the prepared roof covering. 5.5 Allowable roof covers applied atop the underlavments are as follows: TABLE 1: ROOF COVER OPTIONS Underlayment Asphalt Shingles Nail -On Tile Foam-OnTile Metal Wood Shakes Slate & Shingles Tri-Built Sand-R SA Shingle Underlayment Yes No No No Yes Yes Tri-Built 5/A HT TU Yes Underlayment Yes Yes See 5.5.1 Yes Yes Yes Tri-Built Smooth HTS/A Underlayment Yes No No Yes Yes Yes 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. D Tri-Built S/A HT TU Underlayment with 3M'" 2-Component Roof Tile Adhesive AH-160 (FL6332) or Dow TileBoncl 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: D 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 recommends priming the deck if the final roof cover is not slated for installation within 24 hours. Note: TRI-BUILT 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. 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). Exterior Research and Design, U.C. Evaluation Report A42960.10.12-114 CeWJkate ofA.th0d t1on #9503 FBC NON-HVHZ EVALUATION FL16048-R4 Revision 4:10/06/2016 Page 3 of 5 f.1 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/TRIApril 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 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 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. 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 HTTU Underlayment shall not be left exposed for longer than 180-days after installation. 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 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 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 requirements. Exterior Research and Design, LLG Evaluation Report A42960.10.12-R4 CertlJ![ote oJAuthortrotlon #9503 FRC NON-HVHZ EVALUATION FL16D48.R4 Revision 4: 10/06/2016 Page 4 of 5 7. 8. 9. When installing at slopes above 8:12, the sheet at 12-inch o.c. TRINITY f ERD TRI-BUILT recommends back -nailing in the overlap area at the top of 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 fTri-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. BUILDING PERMIT REQUIREMENTS: As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of this product. MANUFACTURING PLANTS: Contact the noted CIA agency for information on product locations covered for F.A.C. Rule 9N-3 CIA requirements. 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. Certxfioate of Authatlmtlon#9503 FBC NON-HVHZ EVALUATION -sI a )a i9w1@ "S,. "N 5 yy �; N . �i a�f�' Evaluation Report A42960.10.12-R4 FL16048-R4 Revision 4: 10/D6/2016 Page 5 of 5