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HomeMy WebLinkAboutProduct Approval ' 8/18/2018 Florida Building Code Online P. ir�<=) ?° R .i l n? dgtaa�i BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats&Facts Publications I Contact Lis BCIS Site Map Links Search Florida Pr '4 Product Approvalltk USER:Public User Product Approval Menu>Product or Application Search>Application List>Application Detaii + 1 FL# FL16048-R6 — Application Type jJte lslon' Code Version ((2017,. ,It Application Status proved Comments Archived Product Manufacturer Tri-Built Materials Group, LLC Address/Phone/Email PO Box 70 Rutherford,NJ 07070 (800) 516-1485 david.ruiz@tribuiltmg.com Authorized Signature David Ruiz david.ruiz@tribuiltmg.com Technical Representative David Ruiz Address/Phone/Email 250 Route 17 North East Rutherford, NJ 07073 (201)842-2449 david.ruiz@tribuiltmaterialsgroup.com Quality Assurance Representative Address/Phone/Email Category Roofing-y, .? Subcategory :U ayr -6ts _Is" Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed the Robert Nieminen Evaluation Report Florida License PE-59166 Quality Assurance Entity UL LLC Quality Assurance Contract Expiration Date 07/18/2020 Validated By John W. Knezevich,PE d Validation Checklist-Hardcopy Received Certificate of Independence FL16048 R6 COI 2017 01 COI Nieminen.pdf Referenced Standard and Year(of Standard) Standard Year ASTM D1970 2015 ASTM G155 2005 FM 4474 2011 FRSA/TRI April 2012(04-12) 2012 UL 1897 2012 Equivalence of Product Standards Certified By https://www.floridabuilding.org/pr/pr_app_dti.aspx?param=wGEVXQwtDgtFPmdYiNDWrwipmtAnRBjv9FiYHTk4FLCxcgVtRhfvMw°/p3dp/o3d 1/2 8/18/2018 Florida Building Code Online Sections from the Code Product Approval Method Method 1 Option D Date Submitted 09/25/2017 Date Validated 10/01/2017 Date Pending FBC Approval 10/03/2017 Date Approved 12/12/2017 Summary of Products FL# Model,Number or Name Description TRI BUILT RooftUnderlayments ' Self adhering;.modifed bltumeri roof underlayments Limits of Use Installation Instructions Approved for use in HVHZ: No FL16048 R6 II 2017 09 FINAL ER TRI- Approved for use outside HVHZ:Yes BUILT UNDERLAYMENTS FL16048-R6.pdf Impact Resistant: N/A Verified By: Robert Nieminen PE-59166 Design Pressure: +N/A/-150 Created by Independent Third Party:Yes Other: 1.)The design pressure noted herein pertains to use of Evaluation Reports foam-on tile systems overtop the self-adhering underlayment FL16048 R6 AE 2017 09 FINAL ER TRI- for one particular application.See ER Section 5.6.4 for details. BUILT UNDERLAYMENTS FL16048-R6.pdf 2.)Refer to ER Section 5 for other Limits of Use. Created by Independent Third Party: Yes Back Next Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824 The State of Florida Is an AA/EEO employer.Copyright 2007-2013 State of Florida.::PrivacyStatement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.*Pursuant to Section 455.275(1), Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emalls provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please .provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,please click here. Product Approval Accepts: ® eChzck ■,L Credit Card. Safe https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtFPmdYiNDWrwipmtAnR8jv9FiYHTk4FLCxcgVtRhfvMw%3d%3d 2/2 EXTERIOR RESEARCH&DESIGN,LLC. Certificate of Authorization#9503 TR'��� ERD 353 CHRISTIAN STREET,UNIT#13 OXFORD,CT 06478 I (203)262-9245 EVALUATION REPORT TRI-BUILT Materials Group,LLC Evaluation Report'A4�LP60:10.-1-2-116. PCr Box 70 ...y� FLIT 04 R6 _. Rutherford, NJ 07070 !Date of issuance 10%25/20f3 (800)516-1485 -Re ision, '009 2572017 SCOPE: This Evaluation Report is issued under Rule 61G20-3 and the applicable rules and regulations governing the use of construction materials in the State of Florida" The documentation submitted has been reviewed by Robert Nieminen, P.E. for use of the product under the Florida Building Code and Florida Building Code, Residential Volume. The products described herein have been evaluated for compliance with the 6th Edition (2017) Florida Building Code sections noted herein. DEsc iPTl(ot I TRL BUILT RooL"Underia�Y ay-m S LABELING: Labeling shall be in accordance with the requirements the Accredited Quality Assurance Agency noted herein. CONTINUED COMPLIANCE: This Evaluation Report is valid until such time as the named product(s) changes,the referenced Quality Assurance documentation changes,or provisions of the Code that relate to the product change. Acceptance of this Evaluation Report by the named client constitutes agreement to notify Robert Nieminen, P.E. if the product changes or the referenced Quality Assurance documentation changes. Trinity)ERD requires a complete review of this Evaluation Report relative to updated Code requirements with each Code Cycle. ADVERTISEMENT: The Evaluation Report number preceded by the words "Trinity)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 6. Prepared by: T. Robert J.M.Nieminen,P.E. ;a42�;.*' ������t,s� The facsimile seal appearing was authorized by Robert Nlemfnen, Florida Regi.stration No.59166,Florida OCA ANE1983 P.E.on 09/25/2017.This does not serve as an electronically signed document. CERTIFICATION OF INDEPENDENCE: 1. TrinitylERD does not have, nor does it intend to acquire or will it acquire, a financial interest in any company manufacturing or distributing products it evaluates. 2. Trinity I 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. °­�,JTRINITYi ER® ROOFING COMPONENT EVALUATION: 1. SCOPE: Product Category: Roofing Sub:Category: Underlayment Compliance Statement: TRI-BUILT Roof Underlayments, as produced by TRI-BUILT Materials Group, LLC, have demonstrated compliance with the following sections of the 6th Edition(2017)Florida Building Code through testing in accordance with the following Standards. Compliance is subject to the Installation Requirements and Limitations/ Conditions of Use set forth herein. 2. STANDARDS: Section Property Standard Year 1504.3:1 Wind Resistance FM 4474 2011 1504.3.1 Wind Uplift UL 1897 2012 1504.6 Accelerated Weathering ASTM 6155 2005 1507.2.4/1507.1.1,1507.2.9.2 Physical Properties ASTM D1970 2015 1507.3.3 Physical Properties FRSA/TRI April 2012(04-12) 2012 3. REFERENCES: KaLty 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 S40540.03.14 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 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 ERD(TST6049) Wind Resistance SC14045.05.17-RI 06/07/2017 UL,U.C.(QUA9625) Quality Control Multiple-Listing R16814 12/10/2015 UL,LLC.(QUA9625) Quality Control Service Confirmation Exp.07/18/2020 4. PRODUCT DESCRIPTION: 4.1 Tri-Built Sand-R SA Shingle Underlayment is a self-adhering, glass-mat reinforced, sand-surfaced, SBS modified bitumen roof underlayment,with a 36-inch sheet width;meets ASTM D1970. 4.2 Tri"B,uiIH U AJnderla"yment, a self-adhering, non-woven polyester fabric surfaced, SBS modified bitumen roof underlayment;meets ASTM D1970 and FRSA/TRI April 2012. 4.3 Tri-Built Smooth HT S/A Underlayment is a self-adhering, glass-mat reinforced, film-surfaced, SBS modified bitumen roof underlayment;meets ASTM D1970. S. LIMITATIONS: 5.1 This is a building code evaluation. Neither Trinity]ERD nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any project on which this Evaluation Report, or previous versions thereof,"is/was used for permitting or design guidance unless retained specifically for that purpose. 5.2 This Evaluation Report is not for use in FBC HVHZ jurisdictions. 5.3 Fire Classification is not part of this Evaluation Report; refer to current Approved Roofing Materials Directory for fire ratings of this product. Exterior Research and Design,I.I.C. Evaluation Report A42960.10.12-R6 Certificate of Authorization#9503 6T"EDITION(2017)FBC NON-HVHZ EVALUATION F1.36048-116 TRI-BUILT Roof Underlayments;(800)516-1485 Revision 6:09/25/2017 Page 2 of 6 sir\�J ,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 Authority Having Jurisdiction for approval based on this evaluation combined with supporting data for the prepared roof covering. 5.5 Allowable Roof Covers: TABLE 1. ROOF COVER OPTIONS Underlayment Asphalt Nail-On Tile Foam-On Tile Metal wood Shakes Slate Shingles &Shingles i,Tn BuiltSand RSA`Shingie `7y -r �! Unde�laymentf ;. ,,rYesww*�) No No No Yes Yes �: ,. ., i Tri-Built S/A HT TU Yes Yes Yes Yes Yes Yes Underlayment See 5.5.1 Tri-Built Smooth HT S/A Yes No No Yes Yes Yes Underlayment 5.5.1 "Foam-On Tile"is limited to use of the following Approved tile adhesives/underlayment combinations. TABLE 1A:.ALLOWABLE TILE ADHESIVE/UNDERLAYMENT COMBINATIONS) Adhesive -Florida Product Approval Underlayments ICP Adhesives Polyset®AH-160 FL6332 Tri-Built S/A HT TU Underlayment Dow TileBond' FL22525 Tri-built S/A HT TU Underlayment 5.6 Allowable Substrates: 5.6.1 Direct-Bond to Deck: Tri-Built Sand-R SA Shingle Underlayment,Tri-Built S/A HT TU Underlayment or Tri-Built Smooth HT S/A Underlayment applied to: ➢ Plywood;ASTM D41 primed plywood-- OSB; ASTM D41 primed OSB; Southern Yellow Pine;ASTM D41 primed Southern Yellow Pine;ASTM D41 primed structural concrete. While not required over plywood,OSB or Southern Yellow Pine substrates, TRI-BUILT Materials Group,LLC recommends priming the deck if the final roof cover is not slated for installation within 24 hours. Note: TRI-BUILT Materials Group, LLC requires tongue-and-groove board decking be covered with plywood or OSB prior to installation of the self-adhering underlayment. 5.6.2 Bond-to-Insulation: Tri-Built Sand-R SA Shingle Underlayment,Tr[-Buift3/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. 'Refer to Tile Manufacturer's or Adhesive Manufacturer's Florida Product Approval for Overturning Moment Resistance Performance. Exterior Research and Design,I.I.C. Evaluation Report A42960.10.12-R6 Certificate of Authorization#9503 6T"EDITION(2017)FBC NON-HVHZ EVALUATION FL16048-R6 TRI-BUILT Roof Underlayments;(800)516-1485 Revision 6:09/25/2017 Page 3 of 6 TRINITY ERD 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: ASTM0226,Type 1 or 1i 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 SIA HT TU Underlayment only), base layer shall be attached per minimum requirements of FRSA/TRI April 2012(04- 12). 5.6.4 Wind Resistance for Underlayment Systems in Foam-On Tile Applications: FRSA/TRI April 2012 (04-12) does not address wind uplift resistance of all underlayment systems beneath foam-on tile systems,where the underlayment forms...part of the load-path. The following.wind uplift limitations apply to direct-deck underlayment systems that are not addressed in FRSA/TRI April 2012(04-12)and are used in foam-on tile applications. Maximum Design Pressure is the result of testing for wind load resistance based on allowable wind loads, and reflects the ultimate passing pressure divided by 2 (the 2 to Z margin of safety per FBC 1504.9 has already been applied). Refer to FRSA/TRI April 2012 (04-12), Appendix A,Table 1A or FBC 1609 for determination of design wind pressures. #1 Maximum Design Pressure=-45.0 psf: Deck: Min. 15/32-inch plywood to meet project requirements to satisfaction of Authority Naving Jurisdiction. Primer: (Optional)ASTM D41 or RESISTO EXTERIOR PRIMER Underlayment: Tri-Built S/A HT TU Underlayment,self-adhered. #2 Maximum Design Pressure=-67.5 psf: Deck: Structural concrete to meet project requirements to satisfaction of Authority Having Jurisdiction. Primer: Soprema Elastocol 600c Underlayment: Tri-Built S/A HT TU Underlayment,self-adhered. #3' Maximum Design Pressure=-150.0 psf: Deck: Min. 15/32-inch APA-rated BCX plywood (may be installed C-side up) to meet project requirements to satisfaction of Authority Having Jurisdiction. Deck Preparation: Plywood shall be thoroughly cleaned to remove dust and debris that may inhibit adhesion. All sheathing fasteners shall be driven flush with the surface. All sharp splinters and wood projections shall be removed/sanded. Primer: (Optional)RESISTO EXTERIOR PRIMER Underlayment: Tri-Built S/A HT TU Underlayment,, self-adhered, shall be thoroughly roll using hand roller and/or weighted roller to ensure there are-no voids, and ensure there are no voids/bridging at side and end-laps. #4 Maximum Design Pressure=-60.0 psf: Deck: Min. 19/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: Soprema Sopra-G or Modified Sopra-G mechanically attached with nails (FBC 1517.5.1) and tin'caps(FBC 1517:5.2)spaced 6-inch o.c.at the 4-inch laps'and 6-1nch o.c.in three, equally spaced rows in the center of thesheet. Underlayment: Tri-BuiCt S[A HTTU Underlayment,self=adhered. Exterior Research and Design,LLC. Evaluation.Report A42960-10.127R6 Certificate of Authorization 49503 6T"EDITION(2017)FBC NON-HVHZ EVALUATION FL16048-R6 TRI-BUILT Roof Underlayments;(800)516-1485 Revision 6:09/25/2017 Page 4 of 6 ; TRINITY ERD 5.6.4.1 For mechanically attached Base Sheet,the maximum design pressure for the selected assembly shall meet or exceed that required under FRSA/TRI April 2012(04-12),Appendix A,Table 1A. Alternatively, the maximum design pressure for the selected assembly shall meet or exceed the Zone 1 design pressure determined in accordance with FBC 1609. in this case, Zones 2 and'3 shall employ an attachment density designed by a qualified design professional to resist the elevated pressure criteria. Commonly used methods are ANSIJSPR) WD3, FM Loss Prevention Data Sheet 1-29 and Roofing Application Standard RAS 117. Assemblies marked with an asterisk* carry the limitations set forth in Section 2.2.10.1 of FM Loss Prevention Data Sheet 1-29(January 2016)for Zone 2/3 enhancements. 5.7 Exposure Limitations: Tri-Built Sand-R SA Shingle Underlayment or Tri-Built Smooth HT S/A Underlayment shall not be left exposed for longer than 30-days after installation Tri-Built S/A HT TU Underlayment shall not be left exposed for longer than 180-days after installation. 5.8 Tile Slippage Limitations(TAS 103 per FRSA/TRI April 2012(04-121): When loading roof tiles on the underlayment in direct-deck tile assemblies,the maximum roof slope shall be as follows. These slope limitations can only be exceeded by using battens during loading of the roof tiles. TABLE 2: TILE SLIPPAGE LIMITATIONS FOR DIRECT-DECK TILE INSTALLATIONS Underlayment Tile Profile Staging Method Maximum . Slope Flat Max.10-tile stack 6:12 Lugged Max.10-tile stack 5:12 Max.10-tile stack(bottom 2-tile stack shall be inverted,followed by 8 tiles high 6:12 on slope,as shown below) Tri-Built S/A HT TU Underlayment Lugged Exterior Research and Design,LLC. -Evaluation Report A42960.10.12-R6 Certificate of Authorization#9503 CH EDITION(2017)FBC NON-HVHZ EVALUATION FL16048-R6 TRI-BUILT Roof Underlayments;(800)516-1485 Revision 6:09/25/2017 Page 5 of 6 FI i ERD F TM 6. INSTALLATION: 6.1 TRI-BUILT Roof Underlayments shall be installed in accordance with TRI-BUILT Materials Group, LLC published installation requirements subject to the Limitations set forth in Section 5 herein and the specifics noted below. 6.2 Re-fasten any loose decking panels, and check for protruding nail heads. Sweep the substrate thoroughly to remove any dust and debris prior to application,and prime the substrate Of 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 Table 1507.1.1 for the type of prepared roof covering to be installed. 6.3.2 Non Tile applications. While priming is optional, TRI-BUILT Materials Group, LLC recommends priming the deck if the final roof cover is not slated for installation within 24 hours. Apply sheet parallel to the roof edge. Roll out approximately 10 ft of membrane and peel back the first 3 ft of release film. Adhere the exposed part to the substrate and unroll the remaining membrane as far as possible. Once the entire length of membrane is in place, peel-off the release film diagonally while holding the membrane tight. Firmly;rell,broom or hand-press the membrane into place to achieve a bond. Horizontal seams should be minimum 3-inches, configured to shed water. Vertical seams should be 6- inches and staggered not less than 2-ft from vertical seams in the course below,sealed in accordance with TRI-BUILT Materials Group,LLC requirements. When Installing at slopes above 8:12, TRI-BUILT Materials Group, LLC recommends back-nailing in the overlap area at the top of the sheet at 12-inch o.c. For Valleys and Ridges: Cut underlayment into 4 to 6 foot lengths. Peel the release paper and center sheet over valley or ridge. Drape and press sheet into place, working from the center of the valley or ridge in each direction. For valleys, apply the sheet starting at the`lowest point and work upward. 6.3.3 Tile Applications(Tri-Built S/A HT TU Underlayment only): Deference is made to FRSA/TRI April 2012 (04-12) Installation Manuai and Table 1 herein, using the instructions noted above as a guideline. For foam-on tile applications,reference is made to Section 5.6.4 herein for wind resistance limitations that fall outside the scope of FRSA/TRI April 2012(04-12). Tile shall be loaded and staged in a manner that prevents tile slippage and/or damage to the underlayment. See Table 2 herein, and TRI-BUILT Materials Group, LLC published requirements for tile staging. 7. BUILDING PERMIT REQUIREMENTS: As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of this product. 8. MANUFACTURING PLANTS: Gulfport; MS 9. QUALITY ASSURANCE ENTITY: UL,LLC—QUA9625;(314)578-3406;k.chance)lor@us.ul.com -END OF EVALUATION REPORT- Exterior Research and Design,I.I.C. Evaluation Report A42960.10.12=R6 Certificate of Authorization#9503 6EDITION(2017)FBC NON-HVHZ EVALUATION FL16048-R6 TRI-BUILT Roof Underlayments;(800)516-1485 Revision 6:0912512017 Page 6 of 6 8/18/2098 Florida Building Code Online !-ah � � BCIS Home Lag In + User Registration I Hot Topics I Submit Surcharge Stats&Facts Publications Contact Us ; BCIS Site Map j Links Search drFlorida :.a Product Approval {,( .. P �USER:Public User, Product Approval Menu>Product or Apylication Search>Application List>Application Detail jF := FL# FL106Z4'R'`I3 Application Type Revision Code Version ZQlb7; Application Status rAppry�ov�ed Comments Archived Product Manufacturer Owens Corning Address/Phone/Email One Owens Corning Parkway Toledo, OH 43659 (740)404-7829 greg.keeler@owenscorning.com Authorized Signature Greg Keeler greg.keeler@owenscorning.com Technical Representative Mel Sancrant Address/Phone/Email 1 Owens Corning PKWY Toledo, OH 43659 (419)376-8360 mel.sancrant@owenscornig.com Quality Assurance Representative Address/Phone/Email Category Roo�ffing, Subcategory sphalt Shingles Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed the Robert J.M.Nieminen 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 R13 COI 2017 01 COI Nieminen.pdf Referenced Standard and Year(of Standard) Standard Year ASTM D3161 2016 ASTM D3462 2010 ASTM D7158 2011 Equivalence of Product Standards Certified'By Sections from the Code https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtBNbEY5V%2boQT%2b6w7ahReg[CQ8ucR6ixEBFhs7tvJgZew%3d%3d 1/2 8P18/2018 Florida Building Code Online Product Approval Method Method 1 Option D PP P Date Submitted 10/10/2017 Date Validated 10/11/2017 Date Pending FBC Approval 10/15/2017 Date Approved 12/12/2017 Summa of Products FL# Model,Number or Name Description 10674 1 zQW6� s` 7ogiing Asphalt Roofing 3 tab,4 tab-5tab, laminated;starterand hip:&edge shingles -Shingers. "- Limits of Use Installation Instructions Approved for use in HVHZ:No FL10674 R13 II 2017 10 FINAL ER OC ASPHALT Approved for use outside HVHZ:Yes SHINGLES FL10674-R13.pdf Impact Resistant: N/A Verified By: Robert J. M. Nieminen PE-59166 Design Pressure:N/A Created by Independent Third Party:Yes Other:Refer to ER,Section 5. Evaluation Reports FL10674 R13 AE 2017 10 FINAL ER OC ASPHALT SHINGLES FL10674-R13.pdf Created by Independent Third Party:Yes E9Pdext Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824 The State of Florida Is an AA/EEO employer.Copyqght 2007-2013 State of Florida.::Privacy Etatement::Accessibility Statement::Refund Statement Under Florida taw,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 4S5,F.S.must provide the Department with an email address If they have one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,please click here. Product Approval Accepts: cLhe[t.®sc Credit Card Safe https://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgtBNbEY5V%2boQT%2b6w7ahReglCQ8ucR6ixEBFhs7tvJgZew%3d%3d 2/2 EXTERIOR RESEARCH&DESIGN, LLC. ID Certificate of Authorization#9503 TRINITY ERD 353 CHRISTIAN STREET,UNIT#13 ERD OXFORD,CT 06478 (203)262-9245 EVALUATION REPORT Owens Corning Evaluation:Report`03794U.02 12=R8 One Owens Corning Parkway �FL1 0674- 13— Toledo,OH 43659 ateD of Issuance:W 06/2012- (740)404-7829 s Revision 8:.^10 .09`.2017 SCOPE: This Evaluation Report is issued under Rule 61G20-3 and the applicable rules and regulations governing the use of construction materials in the State of Florida.The documentation submitted has been reviewed by Robert Nieminen, P.E. for use of the product under the Florida Building Code and Florida Building Code, Residential Volume. The ..products described herein have been evaluated for compliance with the 6th Edition (2017) Florida Building Code sections noted herein. D,�cRiPTlolvs Owens Corning Asphalt`Roof"Sfiirigles ._�� LABELING: Labeling shall be in accordance with the requirements the Accredited Quality Assurance Agency noted herein and FBC 1507.2.7.1/R905.2.6.1. CONTINUED COMPLIANCE: This Evaluation Report is valid until such time as the named product(s) changes, the referenced Quality Assurance documentation changes, or provisions of the Code that relate to the product change. Acceptance of this Evaluation Report by the named client constitutes agreement to notify Robert Nieminen,.P.E..if_the product changes or the referenced Quality Assurance documentation changes. TrinityJERD requires a complete review of this Evaluation Report relative to updated Code requirements with each Code Cycle. ADVERTISEMENT: The Evaluation Report number preceded by the words "Trinity 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 8. Prepared by: q�tityrn„r s. Robert J.M.Nieminen,P.E. ti4,1� �4�` t�;k The facsimile seal appearing was authorized by Robert Florida-Registration No.59166,,Florida DCA ANE1983 Nieminen,P.E.on 10/09/2017.This does not serve as an electronically signed document. CERTIFICATION OF INDEPENDENCE: 1. TrinitylERD does not have, nor does it intend to acquire or will it acquire, a financial interest in any company manufacturing or distributing products it evaluates. 2. Trinity I ERD is not owned,operated or controlled by any company manufacturing or distributing products it evaluates. 3. Robert Nieminen, P.E. does not have nor will acquire,a financial interest in any company manufacturing or distributing products for which the evaluation reports are being issued. 4. Robert Nieminen, P.E.does not have, nor will acquire,a financial interest in any other entity involved in the approval process of the product. 5. This is a building code evaluation. Neither Trinity]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. TRINITY 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 6th Edition (2017) Florida Building Code and Florida Building Code, Residential Volume through testing in accordance with the following Standards. Compliance is subject to the Installation Requirements and Limitations/Conditions of Use set forth herein. 2. STANDARDS: Section Property Standard Year 1507.2.5,R905.2.4 Physical Properties ASTM D3462 2010 1507.2.7.1,R905.2.6.1 Wind Resistance ASTM D3161 2016 1507.2.7.1,8905.2.6.1 Wind Resistance ASTM D7158 2011 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 ULLLC(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 Exp.05/16/2020 4. PRODUCT DESCRIPTION: 4.1 Asphalt Shingles: 4.1.1 Classic and Supreme®are fiberglass reinforced,3-tab asphalt roof shingles. 4.1.2 Berkshirem 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 are fiberglass reinforced, laminated asphalt roof shingles. 4.2 Hip&Ridge Shingles: 4.2.1 Berkshire Hip & Ridge Shingles, High Ridge, WeatherGuard® HP Hip & Ridge Shingles, ProEdge Hip & Ridge Shingles and DuraRidge7 Hip&Ridge Shingles are fiberglass reinforced,hip and ridge asphalt roof shingles. 4.3 Accessory Starter Strips: 4.3.1 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 I ERD nor Robert Nieminen_P:E. are, in any way, the Designer of Record for any project on which this Evaluation Report,or previous versions thereof,is/was used for permitting or design guidance unless retained specifically for that purpose. 5.2 This Evaluation Report is not for use in FBC HVHZ jurisdictions. 5.3 Fire Classification is not part of this Evaluation Report; refer to current Approved Roofing Materials Directory for fire ratings of this product. Exterior Research and Design,LLC. Evaluation Report 037940.02.12-R8 Certfflcate oJAuthorizatlon#9503 6'EDITION(2017)FBC NON-HVHZ EVALUATION F1.10674-1113 Owens Corning Asphalt Roof Shingles Revision 8:10/09/2017 Page 2 of 8 TRllell-rY f ERD 5.4 Wind Classification: 5.4.1 All Owens Corning asphalt 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-aff-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 Vasd=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, as defined in FBC 1609.4.3, and a mean roof height of 60 feet or less. Calculations by a qualified design,-professional are required for conditions Outside these limitations. Contact the shingle manufacturer for data specific to each shingle. 5.4.4 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 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.6lG20:3,,per_FBC1SG7.2.3,15Q7.2.4.or-R905.2.3. 6.2 Asphalt Shingles: 6.2.1 Installation of asphalt shingles shall comply with the Owens Corning current published instructions, using minimum four (4) nails per shingle in accordance with FBC 1507.2.7 or R905.2.6, with the following exceptions: ➢ Berkshire®shingles require minimum five(5)nails per shingle. ➢ WeatherGuarde 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. 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: Feltunderlayrnent iDeck Feltundertayment Deck Self-adhered Wkr4 Self-adhered underlaymem O WeatherLocka i Lunderlayment Drip Drip edge r Drip edge edge 9 —Nails located —Naas located2'-3-from eave 2"-3"from eave Install first Self-sealing adhesive Sdfrtearng adhesive Instal first Starter Strip Plus osit oned Dion eave Starter Strip positioned along eave with 6'removed P g shingle with 6"removed Starter Strip shingle overhangs eaves and rakes'/i'-r/i' Starter Strip Plus overhangs eaves and rakes 1/4'-3/4' Exterior Research and Design,I.I.C. Evaluation Report 037940.02.12-R8 Certificate ofAuthoriration#9503 6T"EDITION(2017)FBC NON-HVHZ EVALUATION F1.10674-1113 Owens Corning Asphalt Roof Shingles Revision 8:10/09/2017 Page 3 of 8 �f RINITY ERD 6.2.6 Minimum Nailing—Classic®&Supreme: Normal Mansard or Area para Normal Mansard or Area para Wind Areas High find dezvones y Wind Areas High Wind deavanes.y Area pare vientos normales Areas vientos fuertes Area para vientos normales Areas vientos fuertes z• IB iz° '°� '° W '°� '° z° IB z° t" tt• tr tzt tzt I. 5"Exposure 5 518"Exposure Exposieion Exposioidn 6.2.7 . Minimum Nailing..—Berkshire®. Sealant strip Sealant strip La flra de sellador /La lira de sellador t 9Y2" 9 Y 9W 8 Y ` SW 8�h" 8W, 8W. 1" 7" t..J r - r r Standard Fastening Pattern 6-Nail Fastening Pattern Sea{atrt strip La lira de sellador 8 tlt' qW, 8 Yf' 8 W, 1" r 1 2.. Asphalt roofing cement Cemento de techo de Web Mansard or Steep Slope Fastening Pattern Exterior Research and Design,I.I.C. Evaluation Report 037940.02.12-Rg Certificate of Authorization#9503 6T"EDITION(2017)FBC NON-HVHZ EVALUATION FL10674-R13 Owens Corning Asphalt Roof Shingles Revision 8:10/09/2017 Page 4 of 8 r \1TRINITY1 ERD i 6.2.8 Minimum Nailing–Devonshire T11: 1 7" 1 8" 8" 8" 1 7" I 1 No 4T ...... dtntu Nails IT n r r r r 5.5/8"exposure 3.1: Exposid6n de 5.518 ping Sealant location Ubicaci6n del sellador �h• Ten V Spots of Asphalt Roof Cement Standard 6-Nail Fastening Pattern Mansard or Steep Slope Fastening Pattern 6.2.9 Mini •jm Nailing - Ducatice°, TruDeflnitiori°"Duration,`_Dlarat on Premium`Cool-'& Tru Definition D,u ration Designer Cplor Cbllectlon � — -–`� 4•NailFastening Pattern 6•NallFastening Pattern su,*mw rooming ales W= st.eNau®fastening atm VA." fz;4 WATYPfte 1° 12" 12" 1" 7" 12" w..w�"sor.u.1 •a +w-o • o...awm"as�. • er."".c.,".s s..vv • • cam- •o..�c=wms..rw • 6-12"662" E72"Edda" . F� F]' F] Standard Fastening Pattern 6-Nail Fastening Pattern Fastening for Slopes Greater Than 21:12 Sur Waitiu raslaninp.—..knb all,Typical 1" 12• I 12` 1" 6-118E5.518 Pour 1"Spots of Asphalt Roofing Cement Mansard or Steep Slope Fastening Pattern Exterior Research and Design,U.C. Evaluation Report 037940.02.12-R8 Certificate of Authorization#9503 6T"EDITION(2017)FBC NON-HVHZ EVALUATION F1.10674-1113 Owens Corning Asphalt Roof Shingles Revision 8:10/09/2017 Page 5 of 8 \-`" TRli I i 1 1 ERR i • 6.2.1 Minimum Nailing—TruDefinition Oakridge®,Oakridge®: 4 Nail Pattem '6 Nall-pattern Esquema con 4 clavos Esquema con 6 clavos r r IE-- 12. 1212' 5518"Exposure Nails 5 518"Exposure NagsEvposiei6nde6618pufg. clavos Exposfd6i;de5618pufg. 5518"Exposure CIAv0s 5518"Exposure Exposle16n de 5518pu(g Exposid6a de 55/9pu(g Standard Fastening Pattern 6-Nail Fastening Pattern Fastening for Slopes Greater Than 21:12 Sure NellS festening arae width Nail,typical 641/8"5518" Four 1"Spots olAsphalt Roonng Cement Mansard or Steep Slope Fastening Pattern 6.2.1 Minimum Nailing-WeatherGuard°:HP; �• � � 9 $,1Vfib IrE�nl i•- Z' � '--->I .s;: • :� listaessriie�ud4llfsil� efws�n 8rY>tr cis�h Exterior Research and Design,U.C. Evaluation Report 037940.02.12-R8 Certificate ofAuthorizatlon#9503 6T"EDITION(2017)FBC NON-HVHZ EVALUATION FL10674-R13 Owens Corning Asphalt Roof Shingles Revision 8:10/09/2017 Page 6 of 8 ` TRII FrY j ERD I 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 Owens Corning current published instructions, using°four (4)`nails_per shingle. Installation of"DuraRidge"" Hip & Ridge Shingles shall"comply with.the Owens Corning current published instructions, using two (2) nails per shingle. Refer to Owens Corning .published information on wind resistance and installation limitations, including the use of hand-sealing for wind warranties. 6.3.2 Fasteners shall be in accordance with the manufacturer's published requirements, but not less than FBC 1507.2.6 or R905.2.5. Staples are not permitted. 6.3.3 Minimum Nailing—Berkshire®Hip&Ridge and High Ridge: Fig.1 9 Fig.2 t— Pmvailintl4Wld Direction A Tap View SideView Nails Nails I I � Top Laminated 2' A I I 3" Piete I I 4 I I I I I I I I A I I !1 B" �I '�OSIn2 -VI I j 1 I I Is 712' —ry 6.3.4 Minimum Nailing—WeatherGuard®HP Hip and Ridge: Fig:.0 Hip&Ridge Shingle'Fastening Fi A 9 9• PrevagNg Wind 9 TopVkw !—Dlreclbn p P N91L9 4 4 A i i flails Nails r' 2^ 1" l I I ' Exposure s, Exposure 17 Exterior Research and Design,LLC. Evaluation Report 037940.02.12-RS m [ertijlcate ojAuthorization N9503 6 EDITION(2017)FBC NON-HVHZ EVALUATION F1.10674-1113 Owens Corning Asphalt Roof Shingles Revision 8:10/09/2017 Page 7 of 8 i �RINIlY'ER®J 6.3.5 Minimum Nailing'-ProEdge Hip&Ridge Shingles: Prevailing Standard Wind Direction Fastening Sealant.Strip �• Pattern 6'Exposure •• 12° Sealant Fasten 7y,' 7th 6"Exposure CoverExpased I I Fasteners with �+ Roof Cement 6.3.6 Minimum Nailing—Duralkidge'"'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. PravaTop View Diracting Wind Dirotdtx, Vue en plan di vant HI1" Vistasuperlor I'IH Dirocdon dol rionto prodornin�nto clo Clo" 2 j° Ovrons Caning SureNail' • 4a" Naib. - Clain I J I b ` rEE ° 12--1 l 7. LABELING: 7.1 Labeling shall be in accordance with the requirements the Accredited Quality Assurance Agency noted herein. 7.2 Asphalt shingle wrappers shall indicate compliance with one of the required classifications detailed in FBC Table 1507.2.7.1/R905.2.6.1. 8. BUILDING PERMIT REQUIREMENTS: As required by the Building Official or Authority_Having.Jurisdiction in order--to properly evaluate the installation of this product. 9. MANUFAC71JR1NG 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;(631)546-245.8.;Kanchi.Agrawala-Dokania.@ul.com END OF EVALUATION REPORT- Exterior Research and Design,I.I.C. Evaluation Report 037940.02.127R8 Certificate of Authorization#9503 6T"EDITION(2017)FBC NON-HVHZ EVALUATION F1.10674-1113 Owens Corning Asphalt Roof Shingles Revision 8:10109/2017 Page 8 of 8