Loading...
HomeMy WebLinkAboutPRODUCT APPROVALFlorida Building Code Online _ Page 1 of 2 File Copy SCANNED BY St. Lucie Count% i4�3r63 EMS Home I Lag In I User Registratlon I Hot TcPlcs I submit surcharge 1 Suits &Facts ; Publications I FBC Stall I ECIS Site Map I Links I Search I d Aaida :c fa�l Product Approval USER: Public User Product APProval Menu > Product or Aeelicetlon Search > Application Llst > Application Date ll 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 FL16048-R4 CONCEALED FAS IENERS OR ATTACHMENTS ARE THE RESPONSIBIM Of THE CONTRACTOR OF RECORD 2014 Approved nr-SE PLANS AND ALL PROPOSED WORK ARE SUBJECT MANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT HAY BE NECESSARY IN.OADER TO. Tri-Built Materials Group, LLC GONPW.lYfPFI wdL [;P�LICAL? RR C00E5' Rutherford, NJ 07070 (800) 516-1485 david.ruiz@tribuiltmg.com 110 y _ v, -3,4 9 David Ruiz 1 ST. LITCT_E C,06--_ _ BU1LDE TG DIVISION david.ruiz@tribuiltmg.com REV ENVED FOR CE REVIEMM David Ruiz DATE I 250 Route 17 North PLAIN'S tU ND PERAUT MUST BE KEPT OPI10,'S East Rutherford, NJ 07073 L1n NO DCEPEC TIOIN WILL EE .VJ=. (201) 842-2449 david.ruiz@tribuiltmaterialsgroup.com Roofing Underlayments Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer fl Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Robert Nieminen the Evaluation Report Florida License PE-59166 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 UL LLC 10/16/2017 John W. Knezevich, PE IvI Validation Checklist - Hardcopy Received FL16048 R4 COI 2016 01 COI Nieminen.odf Standard ASTM D1970 ASTM G155 FRSA/TRI April 2012 (04-12) TAS 103 Year 2009 2005 2012 1995 http://www.floridabuilding. org/prlpr_app_dtl. aspx?param=wGEVXQwtDgtFPmdYiND Wr... 6/23/2017 Florida Building Code Online Page 2 of 2 Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Date Revised Summary of Products Method 1 Option D 10/06/2016 10/17/2016 10/19/2016 12/13/2016 06/12/2017 FL # Modelr Number or Name Description 16048.1 TRI-BUILT Roof Underlayments Self -adhering, modified bitumen roof underlayments Limits of Use Installation Instructions Approved for use in HVHZ: No FL16048 R4 it 2016 10 FINAL ER TRI- Approved for use outside HVHZ: Yes BUILT UNDERLAYMENTS FL16048-R4 odf 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 the systems overtop the self -adhering FL16048 R4 AE 2016 SD FINAL ER TRI- underlayment for one particular application. See ER Section BUILT UNDERLAYMENTS FL16048-R4 odf 5.6.4 for details. 2.) Refer to ER Section 5 for other Limits of Created by Independent Third Party: Yes Use. Back Neat Contact U :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850487-1524 The State of Florida Is as WEEO emplayer. Copyright 2007-2013 State of Florida :: Priwcv Statement:: Accesslbility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response W a public -records request, do not send electronic mall 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 Cha later 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: Ntlmd ® sth- M SCCLII'll�'.11 hill ICS http://www.floridabuilding. org/prlpr_app_dtl.aspx?param=wGEVXQwtDgtFPmdYiND Wr... 6/23/2017 r TRINITY ERD EVALUATION REPORT EXTERIOR RESEARCH & DESIGN, U.C. Certificate ofAuthoritotion #9503 353 CHRISTIAN STREET, UNIT#13 OXFORD, CT 06478 PHONE: (203) 262-9245 FAX: (203) 262-9243 Allied Building Products Corp. Evaluation Report A42960.10.12-R4 dba TRI-BUILT Roofing Products FL16048-R4 ^m 9050 Louisiana Street Date of Issuance: 10/25/2012 Merrillville, IN 46410 Revision 4: 10/06/2016 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 Code, Residential Volume. The products described herein have been evaluated for compliance with the Sun 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 I 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 I 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 taeslmile seal appeadn, was auttmnan! by Robert Numinen, P.E on 10/06/2016. this does not serve as an electronically signed document. Signed, sealed hardeopies have been Innsmitted to the Product Approval Administrator and to the named dent CERTIFICATION OF INDEPENDENCE: 1. Trinity I 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. Trinity l 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 TrinityI 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. I/ TRINITY I ERD ROOFING COMPONENT EVALUATION: 1. SCOPE: Product Category: Roofing Sub -Category: 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, 15075.3, 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: Entity Examination Reference Date ERD (TST6049) Physical Properties S40540.02.13-1 02/19/2013 ERD (TST6049) Physical Properties S40540.11.13 11/19/2013 ERD (TST6049) Physical Properties S40540.03.14 03/26/2014 ERD (TST6049) Physical Properties S44870.04.14-2 04/02/2014 ERD (TST6049) Physical Properties S44870.04.14-3 04/02/2014 ERD (TST6049) Physical Properties S44870.04.14-1 04/10/2014 ERD (TST6049) Physical Properties S44870.04.14-4 04/10/2014 ERD (TST6049) Physical Properties S43530.02.14-1-R1 05/14/2014 ERD (TST6049) Physical Properties 543530.05.14 05/28/2014 ERD (TST6049) Physical Properties S40540.10.14 10/31/2014 ERD (TST6049) Physical Properties SC7645.02.15 02/13/2015 ERD (TST6049) Accelerated Weathering SC8520.04.15 05/27/2015 UL, I.I.C. (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 Self -Adhering Underiavments: 4.1.1 eTrF`Bu ta�rR�'�,,,,1�Shingle'-Un'Iceraymentasa self -adhering, glass -mat reinforced, sand -surfaced, SBS mo ifiedlSitu enaf nderla m ntritfi 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 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. E%terior Research and Design, LLC Evaluation Report A42960.10.12-R4 Cerufkate a7Autharizatlon 09503 FBC NON-HVHZ EVALUATION FL16048-R4 Revision 4: 10/06/2016 Page 2 of S '\ TRINITY I ERD I 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 AH1 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 I: ROOF COVER OPTIONS Underlayment Asphalt Nail -On Tile foam -On Tile Metal Wood Shakes Slate Shingles & Shingles Tri-Built Sand-R SA Shingle Underlayment Yes No No No Yes Yes Tri-Built S/A HT TU Yes Underlayment Yes Yes See 5.5.1 Yes Yes Yes Tri-Built Smooth HT S/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. ➢ Tri-Built S/A HT TU Underlayment with 3M'" 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; 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 -It SA Shingle Underlayment, Trl-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, LLC. Evaluation Report A42960.10.12-R4 Certircote ofAuthorizadm C9543 FBC NON-HVHZ EVALUATION FL36048-R4 Revision 4:10/06/2016 Page 3 of 5 P �l TRINITY I ERD 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 (D4-12) 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 Dsf. 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 osf. Deck: Structural concrete to meet project requirements to satisfaction of AHJ. - Primer: Soprema Elastocol 600c Underlayment: Tri-Built S/A HTTU Underlayment, self -adhered. 5.6.4.3 Maximum Design Pressure = -60.0 osf 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 installat;on 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 Underlavment, 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 it 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 roil, 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 CertiJroate of Authorization 49503 FBC NON-HVHZ EVALUATION FL36048-R4 Revision 4: 10/06/2016 Page 4 of 5 TRINITY 1 ERD 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 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. 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, U.C. Evaluation Report A42960.10.12-R4 CertWrote of Authorization 49503 FBC NON-HVHZ EVALUATION FL16048-R4 Revision 4: 20/06/2016 Page 5 of 5 Florida Building Code Online ""$l geWX2 acts Home log In User Registration Hot Topics Submit Sumba rge Stets & Facts dbprcea ^ e3 Product USER: pub v I Menu > product or Application Search > Application List > Application Detail Approval he user 4 Publications FSC Staff aCIS Site Map Links Search FL s FI 74ZR12 Application Type 'al--RevTsf It 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/Email Category Subcategory Compliance Method ens-ornfng ne O_Me7FF03FF­ing7Parkway Toledo, OH 43659 (740) 404-7829 greg.keeler@owenscorning.com Greg Keeler greg.keeler@owenscorning.com Mel Sancrant 1 Owens Corning PKWY Toledo, OH 43659 (419) 376-8360 mel.sancrant@owenscornig.com Roofin Asphalt Shin les i 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 ).M. Nieminen the Evaluation Report Florida License PE-59166 Quality Assurance Entity UL LLC Quality Assurance Contract Expiration Date 08/20/2017 Validated By )ohn W. Knezevich, PE Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code FL10674 R12 COI 2016 01 COI Niemmen.odf Standard ASTM D3161 ASTM D3462 ASTM D7158 Year 2009 2009 2008 http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtBNbEY5 V°/o2... 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 R12 II 2016 04 FINAL ER OC ASPHALT SHINGLES FL30674-R12.odf Approved for use outside HVHZ: Yes ImpactResistant: N/A Verified By: Robert 1. M. Nieminen PE - 59166 Design Pressure: N/A Created by Independent Third Party: Yes Other: Refer to ER, Section S. Evaluation Reports PLI0674 R124 FINAL ER OC ASPHALT SHINGLES FL10674-R12.odf Created by Independent Third Party: Yes Back Nezt Carted Us;: 2601 gin lr Stone Road, Tallahassee FL 32399 Phone: 850,487-1824 The State of Honda B an AA/leO employer. Caayriaht 2007-2013 State of Florlda.:: 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 8S0.487.1395. *Pursuant to Section 45S.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 pub@. To determine if you are a licensee under Chapter 455, F.S., please click bi[i. Product Approval Accepts: = ©=G d= Credit Card Safe http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtBNbEY5 V%2... 1 /19/2017 TRINITY ERD EVALUATION REPORT Owens Corning One Owens Corning Parkway Toledo, OH 43659 EXTERIOR RESEARCH & DESIGN, LLC. Certificate of Authorization #9503 353 CHRISTIAN STREET. UNIT H13 OXFORD, CT 06478 PHONE: (203) 262-9245 FAX: (203) 262-9243 Evaluation Report 037940.02.12-R7 FL10674-R12,mwP;n- 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: q1 ,?oj, r—I Thefaolmllesealappearing wasmthoraedby RobertNieminen, Robert J. M. Nieminen, P.E. tio:s;: �1/��NAL„;a•'4 P.E.onlmileseal6. Thls ring was laerveasana Robert Nieyaer, Florida Registration No. 59166, Florida DCA ANE1983 , doament Signed, sealed hardmpks have been transmitted to the Product Approval AdminRtrator and to the named dent CERTIFICATION OF INDEPENDENCE: 1. Trinity I 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. 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. 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. TRINITY 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 03161 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 20120516-112453 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/O1/2014 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 a e fiberglass reinforced, 3-tab asphalt roof shingles. 4.1.2 Berkshire erg ass reinforced, 4-tab asphalt roof shingles. 4.1.3 Devonshire'" are fiberglass reinforced, 5-tab asphalt roof shingles. 4.1.4 Duration, TruDefinitione Duration', Duration Premium Cool, TruDefinition Duration Designer Color Collection, TruDefinitionOakridge, Oakridge' and WeatherGuard' HP are fiberglass reinforced, laminated asphalt roof shingles. 4.2 Berkshire Hip & Ridge Shingles, High Ridge, WeatherGuard* HP Hip & Ridge Shingles, Pro Edge 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 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, U.C. Evaluation Report 037940.02.12-117 Certi/lmte ofAvtharitotion 09503 FL10674-R12 Revision 7: 04/18/2016 Page 2 of 8 I TRINITY ERD 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 Vaed = 150 mph (Volt = 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 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. ➢ 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 undedayment Beek _ UndedaYmam Drip [rip edge D 9 Nails located 2'-3' from cave Install tint - SeOsealingadhesive Starter Sbiis positioned along gave soon 6'remcved Starter SMP shingle overhangs eaves and rakes':P-Yi Exterior Research and Design, LLC. Certificate ofAvthorieadon 09503 Feh undeNyment 9 Deh S(9cdherad WeaN.rixtkd ''�! undeeAYment i-. Drip edge Ddp— edge Mk located 2•-3"from gave ,.V. bnllfl. starter strip Fhs pov Beare m�.a aia M%66•mmoved-----'._ 6tanar StdO %ua ovunengs eaves andntes va-a/e• Evaluation Report 037940.02.12-R7 FL10674-R12 Revision 7: 04/18/2016 Page 3 of 9 6.2.6 Minimum Nailing —Classic &Su rem: / Normal Mansard or Ara,p,ra Wind Areas High Wind de,vaney Area per. vianro, norm./., Arees vientoa ho.".. 9Esposnre E.posicidn 917 Minimaim hlailinn—Rnr4chiro®• seabot strip ❑ft. de selladar ems] rae ra]; I9Yi I 9Yf I 9Yf I SIT t" Standard Fastening Pattern r L 2" TRINITY ERo Normal Mansard or Area pare Wind Areas High Wind d.,v,na, y Area p.rs vientoa norm,/., Arees Want.. r✓ertee trza (AI m a r z fB rz' r B Wf8 Exposure Expo.icidn Sea6mship La 14a do sellador yaa [ ro o Yf 1 8Yf , 8Yy.f seaimt Nip Lrifn de Wi dar OW I 8'A' o l, 8 N" I a SA" t, Mansard or Steep Slope Fastening Pattern Exterior Research and Design, LLC. Certificate of Authorization 99Sg3 6-Nail Fastening Pattern Evaluation Report 037940.02.12-R7 FL10674.R12 Revision 7: 04118/2016 Page 4 of 8 ra 6.2.8 Minimum Nailing — DevonshireT": 7" t 8" I 8" 8" 7" I 1" Gevm 5-5/8' exposure Sealant location Exposician de 5.5/e putg U6icicibn del sellador TRINITY ERD Nails r o. Ten 1"SDots of Asphalt Root Cement Standard 6-Nail Fastening Pattern Mansard or Steep Slope Fastening Pattern 6.2.9 Minimum Nailing — Duration®, TruDefinition® Duration, Duration® Premium Cool & TruDefinitiona Durations Designer Color Collection: 4Nell Fastening Pattern SunN,ll®hshnhq an a i:l r Nmcrypial Standard Fastening Pattern Exterior Research and Design, I.I.C. certificate of Authorization #9903 6-Nall Fastening Pattern surtNail9 halenlNq ana MM NO Typlol Ir �~ 6-Nail Fastening Pattern Fastening for elopes Greater Than 21t12 qunNei�v l.snnlnq eras NEM .v. Typlul �r •5p.0 er n.plue NeafnB wnsna Mansard or Steep Slope Fastening Pattern Evaluation Report 037940.02.12-R7 FL10674-R12 Revision 7: 04/18/2016 Page 5 of 8 TRIN" ERD 6.2.1 Minimum Nailing—TruDefinition Oakridge®, Oakridge®: 4 Nail Patton Esquema con 4 claws r r I<— tz —Di Dr,8Ideposur5 Naas 5 posic nde5 Fxposidcn 6e 55/8puf4 Clavos Erppsiribn&55/epuf9. Standard Fastening Pattern 6 Nail Panarn Esquena con 6 claws r r IE— 4• —►I fa-- tr -->I Nads 5518"Exposure Claeos 5 519' Exposu'a Expx1u6n de 5619pdg. hposiddn 6e 5619 ping x.u,ryWui roux t^ svoo o,aeNx ceen.a c,..m Mansard or Steep Slope Fastening Pattern 6.2.1 Minimum Nailing — WeatherGuard® HP: Exterior Research and Design, LLC. Cenificate of AwhariroNon #9503 6-Nail Fastening Pattern rn+ •t•:: as 4} F�Yr ! a.em�aa�a+�rr Evaluation Report 037940.02.12-R7 FL10674-R12 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, WeatherGuarde HP Hip and Ridge Shingles and Pro Edge 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. a s f— vrcnlugwnn Oveob � a� Nails 1 A 9 A � 1 I 4 � I /A I > I I I \— y i 2N \ Fig.2 iaPYaP SWeNro xale xalP 1 i roPL g Mxl 3' 1 r vt e i81 �i "I i i an 6.3.4 Minimum Nailing — WeatherGuard's HP Hip and Ridge: Exterior Research and Design, I.I.C. certificate of Authorization 49503 Fig. C Hip & Ridge Shingle Fastening T,Vv u Nmu xas 2° 4 P +"I S ExPorvq Evaluation Report 037940.02.12-R7 F110674-R32 Revision 7: 04/18/2016 Page 7 of 8 p p 7. 8. 9. 10 6.3.5 Minimum Nailing - Pro Edge Hip & Ridge Shingles: Prevailing . Wind Direction Sealant Strip `-� 6' Exposure Fasten 74; Cover Exposed Fasteners with Root Cement TRINITY ERD Standard Fastening Pattern t2• 1 Sealant 7 I%• 6' Exposu' re II 11 �-12°—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. Pr..anapw�d olr«dm �- Oirv¢ion dsnimnra d,rmt 0iraaden delrimm pradanimnra Raik- t 1 I i i TOP Vi W. m PIM HI" Ynu mpen r I-Ih ? ao. 1 j' _ Orvcm Caring Surdlair ia s" v rvle � Ilnc I� 12-�I 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. 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 named QA entity for information on which plants produce products covered by Florida Rule 9N-3 QA requirements. QUALITY ASSURANCE ENTITY: ILL LLC— QUA9625 ; (414) 248-6409; karen.buchmannOul.com - END OF EVALUATION REPORT- Exterior Research and Design, U.C. CertTcote o7 Authoritarian o9503 Evaluation Report 037940.02.12-R7 FL30674-R12 Revision 7: 04/18/2016 Page 8 of 8