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12/14/2017 Florida Building Code Online ri. • it • .,e h:`Y r T ...'. w _ c [f BCIS Home I Log In I User Registration I Hot Topics I Submit Surcharge I Stats&Facts I Publications I FBC Staff I BCIS Site Map I Links I Search a Y1.111 Product Approval IE7I USER:Public User db l Product Approval Menu>Product or Application Search>Application List>Application Detail • FL# FL16048-R5 Application Type Revision Code Version 2014 Application Status Approved Comments Archived C] 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 \ Subcategory Underlayments 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 Validation Checklist- Hardcopy Received Certificate of Independence FL16048 R5 COI 2017 01 COI Nieminen.Ddf Referenced Standard and Year(of Standard) Standard . Year ASTM D1970 2009 ASTM G155 2005 FM 4474 2004 FRSA/TRI April 2012(04-12) 2012 TAS 103 1995 UL 1897 2004 Equivalence of Product Standards Certified By --i https://floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgtFPmdYiNDWrwipmtAnR8jvxbzSOxbhTo3sDC5hiANxLA%3d%3d 1/2 12/14/2017 Florida Building Code Online so Sections from the Code Product Approval Method Method 1 Option D Date Submitted 06/12/2017 Date Validated 06/13/2017 Date Pending FBC Approval 06/19/2017 Date Approved 08/08/2017 Date Revised 09/25/2017 Summary of Products FL# Model,Number or Name Description 16048.1 TRI-BUILT Roof Underlayments Self-adhering,modified bitumen roof underlayments Limits of Use Installation Instructions Approved for use in HVHZ: No FL16048 R5 II 2017 06 FINAL ER TRI- Approved for use outside HVHZ:Yes BUILT UNDERLAYMENTS FL16048-R5.odf Impact Resistant: N/A Verified By: Robert Nieminen PE-59166 Design Pressure: +N/A/-150 Created by Independent Third Party:Yes Other: 1.)The design pressure noted herein pertains to use Evaluation Reports of foam-on tile systems overtop the self-adhering FL16048 R5 AE 2017 06 FINAL ER TRI- underlayment for one particular application. See ER Section BUILT UNDERLAYMENTS FL16048-R5.odf 5.6.4 for details. 2.)Refer to ER Section 5 for other Limits of Created by Independent Third Party: Yes Use. Back Meat Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Coovriaht 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.'Pursuant to Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S., please click here. Product Approval Accepts: Credit Card Safe hfps://floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgtFPmdYiNDWrwipmtAnR8jvxbzSOxbhTo3sDC5hiANxLA%3d%3d 212 EXTERIOR RESEARCH&DESIGN,LLC. O -ry Certificate of Authorization 119503 TRINII ERD 353 CHRISTIAN STREET, UNIT OXFORD,CT 06478478 (203)262-9245 EVALUATION REPORT TRI-BUILT Materials Group,LLC Evaluation Report A42960.10.12-115 PO Box 70 FL16048-R5 Rutherford, NJ 07070 Date of Issuance:10/25/2012 (800)516-1485 Revision 5: 06/12/2017 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 5th 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 IERD Evaluated" may be displayed in advertising literature. If any portion of the Evaluation Report is displayed,then it shall be done in its entirety. INSPECTION: Upon request, a copy of this entire Evaluation Report shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This Evaluation Report consists of pages 1 through 6. Prepared by: — t* Robert J.M.Nieminen,P.E. �•,Fs;� ` The facsimile seal appearing was authorized by Robert Nieminen, r� ani psf P.E.on 06/12/2017.This does not serve as an electronically signed Florida Registration No.59166,Florida DCA ANE1983 ��'`' document.Signed,sealed hardcoples have been transmitted to the Product Approval Administrator and to the named client CERTIFICATION OF INDEPENDENCE: 1. Trinity IERD does not have, nor does it'intend to acquire or will it acquire, a financial interest in any company manufacturing or distributing products it evaluates. 2. Trinity]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. rTRIM- Y I ER® ROOFING COMPONENT EVALUATION: 1. SCOPE: Product Category: Roofing Sub-Category: Underlayment Compliance Statement: TRI-BUILT Roof Underlayments, as produced by TRI-BUILT Materials Group, LLC, have demonstrated compliance with the following sections of the Florida Building Code through testing in accordance with the following Standards. Compliance is subject to the Installation Requirements and Limitations/Conditions of Use set forth herein. 2. STANDARDS: Section Property Standard Year 1504.3.1 Wind Resistance FM 4474 2004 1504.3.1 Wind Uplift UL 1897 2004 1507.2.4,1507.2.8,1507.2.9.2, Physical Properties ASTM D1970 2009 1507.4.5.1,1507.5.3,1507.7.3 1504.6 Accelerated Weathering ASTM G155 2005 1507.3.3 Installation Practice FRSA/TRI April 2012(04-12) 2012 1523.6.5.2.1 Physical Properties TAS 103 1995 3. REFERENCES: 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 S44870.04.14-3 04/02/2014 ERD(TST6049) Physical Properties S44870.04.14-1 04/10/2014 ERD(TST6049) Physical Properties 544870.04.14-4 04/10/2014 ERD(TST6049) Physical Properties S43530.02.14-1-R1 05/14/2014 ERD(TST6049) Physical Properties 543530.05.14 05/28/2014 ERD(TST6049) Physical Properties 540540.10.14 10/31/2014 ERD(TST6049) Physical Properties SC7645.02.15 02/13/2015 ERD(TST6049) Accelerated Weathering SC8520.04.15 05/27/2015 ERD(TST6049) Wind Resistance SC14045.05.17-R1 06/07/2017 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 Tri-Built Sand-R SA Shingle Underlayment is a self-adhering, glass-mat reinforced, sand-surfaced, SBS modified bitumen roof underlayment,with a 36-inch sheet width. 4.2 Tri-Built S/A HT TU Underlayment is a self-adhering, non-woven polyester fabric surfaced, SBS modified bitumen roof underlayment 4.3 Tri-Built Smooth HT S/A Underlayment is a self-adhering, glass-mat reinforced, film-surfaced, SBS modified bitumen roof underlayment. S. LIMITATIONS: 5.1 This is a building code evaluation. Neither Trinity IERD nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained specifically for that purpose. 5.2 This Evaluation Report is not for use in the HVHZ. Exterior Research and Design,I.I.C. Evaluation Report A42960.10.12-115 Certificate of Authorization#9503 FBC NON-HVHZ EVALUATION FL16048-RS Tri-Built Materials Group,U.C. Revision 5:06/12/2017 Page 2 of 6 ��TRINITYJERD 5.3 Fire Classification is not part of this Evaluation Report; refer to current Approved Roofing Materials Directory for fire ratings of this product. 5.4 TRI-BUILT Roof Underlayments may be used with any prepared roof cover where the product is specifically referenced within FBC approval documents. If not listed, a request may be made to the Authority Having Jurisdiction for approval based on this evaluation combined with supporting data for the prepared roof covering. 5.5 Allowable roof covers applied atop the underlayments are as follows: TABLE 1:'ROOF.COVER OPTIONS Underlayment Asphalt Nail-On Tile Foam-On Tile Metal Wood Shakes Slate Shingles &Shingles Tri-Built Sand-R SA Shingle Yes No No No Yes Yes Underlayment 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 unless tensile adhesion / long term aging data from an accredited testing laboratory is provided. ➢ Tri-Built S/A HT TU Underlayment with ICP Adhesives "Polyset AH-160" (FL6332) or Dow Chemical "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 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,Tri-Built S/A HT TU Underlayment or Tri-Built Smooth HT S/A Underlayment applied to: ➢ Dens Deck Prime;SECU ROCK 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. Exterior Research and Design,I.I.C. Evaluation Report A42960.10.12-RS Certificate of Authorization#9503 FBC NON-HVHZ EVALUATION FL16048-RS Tri-Built Materials Group,U.C. Revision 5:06/12/2017 Page 3 of 6 QOTRINITYIERD 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 the systems (Tri-Built S/A HT TU Underlayment only), base layer shall be attached per minimum requirements of FRSA/TRI April 2012(04- 12). 5.6.4 Wind Resistance for Underlayment Systems in Foam-On Tile Applications: FRSA/TRI April 2012 (04-12) does not address wind uplift resistance of all underlayment systems beneath foam-on tile systems,where the underlayment forms part of the load-path. The following wind uplift limitations apply to direct-deck underlayment systems that are not addressed in FRSA/TRI April 2012(04-12)and are used in foam-on tile applications. Maximum Design Pressure is the result of testing for wind load resistance based on allowable wind loads, and reflects the ultimate passing pressure divided by 2 (the 2 to 1 margin of safety per FBC 1504.9 has already been applied). Refer to FRSA/TRI April 2012 (04-12) or FBC 1609 for determination of design wind pressures. 5.6.4.1 Maximum Design Pressure=-45.0 psf: Deck: Min. 15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Primer: (Optional)ASTM D41 or RESISTO EXTERIOR PRIMER Underlayment: Tri-Built S/A HT TU Underlayment,self-adhered. 5.6.4.2 Maximum Design Pressure=-67.5 psf: Deck: Structural concrete to meet project requirements to satisfaction of Authority Having Jurisdiction. Primer: Soprema Elastocol 600c Underlayment: Tri-Built S/A HT TU Underlayment,self-adhered. 5.6.4.3 Maximum Design Pressure=-150.0 psf: Deck: Min. 15/32-inch APA-rated BCX plywood (may be installed C-side up) to meet project requirements to satisfaction of Authority Having Jurisdiction. Deck Preparation: Plywood shall be thoroughly cleaned to remove dust and debris that may inhibit adhesion. All sheathing fasteners shall be driven flush with the surface. All sharp splinters and wood projections shall be removed/sanded. Primer: (Optional)RESISTO EXTERIOR PRIMER Underlayment: Tri-Built S/A HT TU Underlayment, self-adhered, shall be thoroughly roll using hand roller and/or weighted roller to ensure there are no voids, and ensure there are no voids/bridging at side and end-laps. 5.6.4.4 Maximum Design Pressure=-60.0 psf: Deck: Min. 19/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: Soprema Sopra-G or Modified Sopra-G mechanically attached with nails (FBC 1517.5.1) and tin caps(FBC 1517.5.2)spaced 6-inch o.c.at the 4-inch laps and 6-inch o.c. in three, equally spaced rows in the center of the sheet. Underlayment: Tri-Built S/A HT TU Underlayment,self-adhered. 5.7 Exposure Limitations: 5.7.1 Tri-Built Sand-R SA Shingle Underlayment or Tri-Built Smooth HT S/A Underlayment shall not be left exposed for longer than 30-days after installation 5.7.2 Tri-Built S/A HT TU Underlayment shall not be left exposed for longer than 180-days after installation. Exterior Research and Design,LLC. Evaluation Report A42960.10.12-RS Certificate of Authorization#9503 FBC NON-HVHZ EVALUATION FL16048-115 Tri-Built Materials Group,U.C. Revision 5:06/12/2017 Page 4 of 6 QTORIN11YIERD 6. INSTALLATION: 6.1 TRI-BUILT Roof Underlayments shall be installed in accordance with TRI-BUILT Materials Group, LLC published installation requirements subject to the Limitations set forth in Section 5 herein and the specifics noted below. 6.2 Re-fasten any loose decking panels, and check for protruding nail heads. Sweep the substrate thoroughly to remove any dust and debris prior to application,and prime the substrate(if applicable). 6.3 Tri-Built Sand-R SA Shingle Underlayment,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 Materials Group, LLC recommends priming the deck if the final roof cover is not slated for installation within 24 hours. Apply sheet parallel to the roof edge. Roll out approximately 10 ft of membrane and peel back the first 3 ft of release film. Adhere the exposed part'to the substrate and unroll the remaining membrane as far as possible. Once the entire length of membrane is in place, peel-off the release film diagonally while holding the membrane tight. Firmly roll, broom or hand-press the membrane into place to achieve a bond. Horizontal seams should be minimum 3-inches, configured to shed water. Vertical seams should be 6- inches and staggered not less than 2-ft from vertical seams in the course below,sealed in accordance with TRI-BUILT Materials Group,LLC requirements. When installing at slopes above 8:12, TRI-BUILT Materials Group, LLC recommends back-nailing in the overlap area at the top of the sheet at 12-inch o.c. For Valleys and Ridges: Cut underlayment into 4 to 6 foot lengths. Peel the release paper and center sheet over valley or ridge. Drape and press sheet into place, working from the center of the valley or ridge in each direction. For valleys,apply the sheet starting at the lowest point and work upward. 6.3.3 Tile Applications(Tri-Built S/A HT TU Underlayment only): Reference is made to FRSA/TRI April 2012 (04-12) Installation Manual and Table 1 herein, using the instructions noted above as a guideline. For foam-on tile applications,reference is made to Section 5.6.4 herein for wind resistance limitations that fall outside the scope of FRSA/TRI April 2012(04-12). Tile shall be loaded and staged in a manner that prevents tile slippage and/or damage to the underlayment. Tri-Built S/A HT TU Underlayment has met the tile slippage test requirements specified in FRSA/TRI April 2012 (04-12) up to a 10-tile stack to a maximum roof pitch of 6:12 for flat tiles and 5:12 for lugged tiles. Lugged tiles staged at pitch>5:12 may use alternate staging method(bottom 2-tile stack shall be inverted, followed by 8 tiles high on slope,as shown below). Exterior Research and Design,U.C. Evaluation Report A42960.10.12-115 Certificate of Authorization 119503 FBC NON-HVHZ EVALUATION FL16048-RS Tri-Built Materials Group,I.I.C. Revision 5:06/12/2017 Page 5 of 6 TRINITY I ERD i v>` Figure 1: Alternate Staging Method Alternatively, at roof slopes greater than these limitations, all tiles shall be loaded onto a nominal 1" x 2" horizontal batten to prevent slippage or damage to the underlayment. 7. BUILDING PERMIT REQUIREMENTS: As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of this product. 8. MANUFACTURING PLANTS: Contact the noted QA agency for information on product locations covered for F.A.C. Rule 9N-3 QA requirements. 9. QUALITY ASSURANCE ENTITY: UL,LLC—QUA9625;(314)578-3406;k.chancellor@us.ul.com -END OF EVALUATION REPORT- Exterior Research and Design,LLC. Evaluation Report A42960.10.12-R5 Certificate of Authorization 119503 FBC NON-HVHZ EVALUATION FL16048-RS Tri-Built Materials Group,I.I.C. Revision 5:06/12/2017 Page 6 of 6 Florida Building Code Online Page 1 of 2 m"�' SCIS Home Log In ` User Registration Hot Topics Submit Surcharge Stats&Facts Publications I FBC Staff ! BCIS Site Map Links i Search bFloilda Product Approval rti I USER:Public User Product Approval Menu>Product or Apolication Search>Application List>Application Detail t i FL# FL10674-R12 Application Type Revision- 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 a 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 Rooflng Subcategory Asphalt 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 Robert J.M.Nieminen the Evaluation Report Florida License PE-59166 Quality Assurance Entity UL LLC Quality Assurance Contract Expiration Date 05/16/2020 Validated By John W. Knezevich, PE '-�f Validation Checklist-Hardcopy Received Certificate of Independence FL10674 R12 COI 2016 01 COI Nieminen.Ddf Referenced Standard and Year(of Standard) Standard Year ASTM D3161 2009 ASTM D3462 2009 ASTM D7158 2008 Equivalence of Product Standards Certified By Sections from the Code http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQWtDgtBNbEY5 V%... 12/11/2017 Florida Building Code Online Page 2 of 2 Product Approval Method Method 1 Option D Date Submitted 04/18/2016 Date Validated 04/19/2016 Date Pending FBC Approval 04/20/2016 Date Approved 06/08/2016 Date Revised 10/10/2017 Summary of Products FL# Model,Number or Name Description 10674.1 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 Approved for use outside HVHZ:Yes SHINGLES FL10674-R12.odf Impact Resistant: N/A Verified By: Robert J. M. Nieminen PE-59166 Design Pressure: N/A Created by Independent Third Party:Yes Other: Refer to ER,Section 5. Evaluation Reports FL10674 R12 AE 2016 04 FINAL ER OC ASPHALT SHINGLES FL10674-R12.Ddf 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.::Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.•Pursuant to Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,please click here. Product Approval Accepts: fgg CR ® cLtcck . Credit Card Safe http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtBNbEY5 V%... 12/11/2017 EXTERIOR RESEARCH &DESIGN, LLC. Certificate of Authorization#9503 I 353 CHRISTIAN STREET, UNIT#13 ] TRINITY';ERD OXFORD, CT 06478 PHONE:(203)262-9245 FAX: (203)262-9243 EVALUATION REPORT Owens Corning Evaluation Report 037940.02.12-R7 One Owens Corning Parkway 1.FL10674-1112 Toledo,OH 43659 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. 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: Robert J.M.Nieminen,P.E. S 4`' The facsimile seal a ppea ring was authorized by Robert Nieminen, P.E.on 04/18/2016.This does not serve as an electron Ica llysigned Florida Registration No.59166,Florida DCA ANE1983 document.Signed,sealed hardcopies have been transmitted to the Product Approval Administrator and to the named client CERTIFICATION OF INDEPENDENCE: 1. TrinitylERD does not have, nor does it intend to acquire or will it acquire, a financial interest in any company manufacturing or distributing products it evaluates. 2. Trinity 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. TRINII-Y ER® ROOFING SYSTEMS EVALUATION: 1. SCOPE: Product Category: Roofing Sub-Category: Asphalt Shingles Compliance Statement: Owens Corning Asphalt Roof Shingles, as produced by Owens Corning, have demonstrated compliance with the following sections of the Florida Building Code and Florida Building Code, Residential Volume through testing in accordance with the following Standards. Compliance is subject to the Installation Requirements and Limitations/Conditions of Use set forth herein. 2. STANDARDS: Section 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 20120516-112453 05/16/2012 UL LLC(TST9628) Physical Properties 06CA20263 04/18/2006 UL LLC(TST9628) Wind Resistance 11CA34308 02/18/2012 UL LLC(TST9628) Physicals&Wind Resistance 4786093137 02/01/2014 UL LLC(TST9628) Wind Resistance 4786126532 02/10/2014 UL LLC(TST9628) Physical Properties Classification letter 02/13/2014 UL LLC(TST9628) Physical Properties Classification letter 10/02/2015 Miami-Dade(CER1592) FBC HVHZ Compliance Various NOAs Various UL LLC (QUA9625) Quality Control Service Confirmation,R2453 Exp.08/20/2017 4. PRODUCT DESCRIPTION: 4.1 Asphalt Shingles: 4.1.1 Classic and Supreme are fiberglass reinforced,3-tab asphalt roof shingles. 4.1.2 Berkshire are fiberglass reinforced,4-tab asphalt roof shingles. 4.1.3 Devonshire'"are fiberglass reinforced,5-tab asphalt roof shingles. 4.1.4 Duration®, TruDefinition' Duration®, Duration' Premium Cool, TruDefinition' Duration' Designer Color Collection, TruDefinition®Oakridge', Oakridge' and WeatherGuard' HP are fiberglass reinforced, laminated asphalt roof shingles. 4.2 Berkshire' Hip & Ridge Shingles, High Ridge, WeatherGuard' HP Hip & Ridge Shingles, ProEdge Hip & Ridge Shingles and 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. 5. 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 of Authorization#9503 FL10674-R12 Revision 7:04/18/2016 Page 2 of 8 t Ir IRI VT1 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 Va,d= 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 Va,d=150 mph (Vuit= 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'"'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. P 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 undeda mem , Deck Felt underlayment Deck Self-adhered WeatherLo" Self-adhered J underlayment WeatherLocke underlayment Dr Drip edge De Dripedge Drip— Nails located Nails located 2'-3'from save 2"-3"from eave Install first Self-sealing adhesive Instal first Starter Strip Plus Self-Geelingadhesive Starter Str�ipp positioned along eave P positioned along save shingle writlt \ with 6"removed 6"removed Str Starter Strip shingle overhangs eaves and rakes,_,/ 4 Starter p Plus overhangs eaves and rakes 1/4-31`4' Exterior Research and Design,I.I.C. Evaluation Report 037940.02.12-R7 Certificate of Authorization#9503 FL10674-R12 Revision 7:04/18/2016 Page 3 of 8 14 1 ` TRINITY ER® 6.2.6 Minimum Nailing-Classic®&Supreme: F Mansard or Area para Normal Mansard or Area pare High Wind desvanes y Wind Areas High Wind desvanes y ientos normales Areas vientos tuerres Area para vientos normales Areas vientos luertes 2• (B `2• t• t" (A) t• t• Z• (13tet t 5 5/8"Exposuref ExposicM 6.2.7 Minimum Nailing—Berkshire®: Sealant strip Sealant strip La lira de sellador La lira de sellador 9 Vi" 9 Yf AV{' ? S 1h" S lA" S'h" S"Y' r r r Standard Fastening Pattern 6-Nail Fastening Pattern Sealantstrip La lira de sellador „B Y{' r 1 �.. Asphalt roofing cement Cemenlo de locho de astafto Mansard or Steep Slope Fastening Pattern Exterior Research and Design,I.I.C. Evaluation Report 037940.02.12-R7 Certificate of Authorization#9503 FL10674-1112 Revision 7:04/18/2016 Page 4 of 8 f TRINITY ER® 6.2.8 Minimum Nailing—Devonshire TM 711 I 8" I 8" i 8' i 7" • Nal u 'avow Nails ••• c r s r 5.5/8'exposure > Sealant location Exposition de 5.5/8 pulg Ubicacibn del sellador Ten 1"Spots of Asphalt Roof Cement 11 Standard 6-Nail Fastening Pattern Mansard or Steep Slope Fastening Pattern 6.2.9 Minimum Nailing-Duration0jrIuDefinition® Duration, Duration° Premium Cool &TruDefinition®Duration® Designer Color Collection: 4-Nall Fastening Pattern 6-Nail Fastening Pattern S—Nail9 fastening area width SuraNaiW fastening ana width Nall,Typical Nail•typical t" 12" I 12^ 1" 1" 12" I it 1" s+..."cvea s..w+ •vi ..".c .a.ww n..n c.eos�.r -s+_�wa—_:j._-L:,•vi�..o �_,iw;a+�=Jsw__� 6.1re••fisre^ 6.11e"sere" . 1 F1 F� -j Standard Fastening Pattern 6-Nail Fastening Pattern Fastening for Slopes Greater Than 21:12 SuroNa119 fastening area width /r-Nail•1yp1.1 tY 1' LOV-11-t-, F], F+, j/ • �.. �r.+.+;r— &ve'SY6" �2' Four 1"apoU of 0.tDhalt Rooting Cement Mansard or Steep Slope Fastening Pattern Exterior Research and Design,LLC. Evaluation Report 037940.02.12-R7 Certificate of Authorization#9503 FL10674-1112 Revision 7:04/18/2016 Page 5 of 8 I '- I TRINITY ERD 6.2.1 Minimum Nailing—TruDefinition®Oakridge®,Oakridge®: 4 Nail Pattern 6 Nail Pattern Esquema con 4 clavos Esquema con 6 clavos 1• r r r 12IF it —s{ f 12• 5 519"Exposure Nails 5B"Exposure Nails Exposiciarde65/8pulg. clavos ExposiNdnde6618pulg. 5519"Exposure Clavas 55/8"Exposure Exposicidn de 66/8 pulg. Exposid6n de 6 6/8 pulg. Standard Fastening Pattern 6-Nail Fastening Pattern Fastening for Slopes Greater Than 21:12 LSuratlailfl fastening area wlathNails T/p. e.118 eve^ �Z. Four t^Spots of Asphalt Roaring Cement Mansard or Steep Slope Fastening Pattern 6.2.1 Minimum Nailing—WeatherGuard® HP: Glingle 61111119 view •,a+ •�sae f: MOWas 71w — Nail Lir Clwl� d lura da}l faalin Exterior Research and Design,I.I.C. Evaluation Report 037940.02.12-117 Certificate of Authorization#9503 F1.10674-1112 Revision 7:04/18/2016 Page 6 of 8 TRINITY ERD 6.3 Hip&Ridge Shingles: 6.3.1 Installation of Berkshire* Hip and Ridge Shingles, High Ridge, WeatherGuard® HP Hip and Ridge Shingles and ProEdge Hip& Ridge Shingles shall comply with the manufacturer's current published instructions, using four (4) nails per shingle. Installation of DuraRidgeTm Hip & Ridge Shingles shall comply with the manufacturer's current published instructions, using two (2) nails per shingle. Refer to Owens Corning published information on wind resistance and installation limitations, including the use of hand-sealing for wind warranties. 6.3.2 Fasteners shall be in accordance with the manufacturer's published requirements, but not less than FBC 1507.2.6 or R905.2.5. Staples are not permitted. 6.3.3 Minimum Nailing—Berkshire®Hip&Ridge and High Ridge: Fig.1 4 Fig.2 E— Pr:IoVUnd Mello. � P TopVieav SldeVlew Nails —� P Nails Nils 47 f I I � T Top Lanulated 2 1 A J' Pine 1 I 9 Inv- I I I I I I I .I Exposure �I ul I I I I I IIS I I � 6.3.4 Minimum Nailing—WeatherGuard®HP Hip and Ridge: Fig.A v v Fig.C Hip&Ridge Shingle Fastening Plop Vlew rova0ing VJlnd �—Dilectbn p A Nails IJoILs Nails I I I I 1• �. A I I I I ��• + Exposure S' Exposure 1 \ µ 12 Exterior Research and Design,I.I.C. Evaluation Report 037940.02.12-R7 Certificate ofAuthori:otion#9503 FL10674-1112 Revision 7:04/18/2016 Page 7 of 8 TRINITY,ER® 6.3.5 Minimum Nailing-ProEdge Hip&Ridge Shingles: PrevailingStandard Wind Dirction Fasten Sealant Strip Pattern 9 ~11° 6"Exposure ;I "ISI I' 12° 1 1 Sealant Fasten 714' 1711`" 6°Exposure Cover Exposed 1 11 1 Fasteners with Roof Cement I, 12" , 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. }_Provaiing Wind Diracdcn To en plan Dimc ion dornimnto di vont t..�ll• Visre 6 pi for l-H Dirocddndelvirnto prodornirom S- t Nail 2r. Cleu \a .i 0tvans Corning SurcNail' — Can Nail, � I I E a I4 12" `I 7. LABELING: 7.1 Labeling shall be in accordance with the requirements the Accredited Quality Assurance Agency noted herein. 7.2 Asphalt shingle wrappers shall indicate compliance with one of the required classifications detailed in FBC Table 1507.2.7.1/R905.2.6.1. 8. BUILDING PERMIT REQUIREMENTS: As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of this product. 9. MANUFACTURING PLANTS: Contact the named 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,LLC. Evaluation Report 037940.02.12-R7 Certificate of Authorization#9503 FL10674-1112 Revision 7:04/18/2016 Page 8 of 8 A BUILDING PRODUCTS OF AMERICA LLC SPECIFICATION SHEET ITEM # CR1 14DC NAME OF COMMODITY: 11/4" RING SHANK COILED ROOFING NAIL WIRE PLACEMENT: HIGH WIRE, LOW WIRE RAW MATERIALS: WIRE ROD CHEMIQAL ANALYSIS: C .08-.10% MN .5-.7% SI .2-.25% S .03-,035% P .025-.035% TENSILE STRENGTH: 410-480 N/SQ.MM ZINC PLATED: 13-15 MICRON Nail Size 11/4" x I lGa Nail Head Size 0.378" ±0.016" Nail Head Thickness 0.028" ±0.004" Primary Application Roofing Shingles 8s Vinyl Siding Quantity per carton 7.2M Country of Origin P.R. China REQIREMENT MEET OR EXCEED: ASTM F-1667 BUILDING PRODUCTS OF AMERICA, LLC 1127 S. 56TH ST TAMPA FLORIDA 33619 Chanter 15-Roof As5erriblies and Rooftoo Strurtures.pdf-Nitro Reader 3 Home Ackranced Help 4 Find .f> �. s Combine Files s'.1 Fit Page ct ;.s..x� 'tL.?;_ VILJI Edit're Mand j Zoom Seled Create Convert Extract po Nlore Convert to Word Rotate View _ - from Fite To Text Images With Pro View Tools Create/Convert Upgrade to Pro @ This document Is restricted or has IImR.ed access to sono features. I Click tette cos options... CL " Product Approval Affidavit " chapter 15-Root Assemblies and resrT�f rZ o+r �ras�rzTr nrr et7mcr corrcTsrorr reststtrrrce vc caat r 5 o i.2.b t a s t IT ers. Fasteners for asphalt shingles shall be ing. electro galvanization, mechanical galvanization, hot galvanized, stainless steel, aluminum or copper roofing dipped galvanization, stainless steel, nonferrous metal and nails,minimum 12 gage[0.105 inch(2.67 nim)]shank with alloys or other suitable corrasion resistant material. a minimum 3/8 inch-diameter(9.5 mni)head,of a length to 1sor:-t. scre-vi s. Wood screws conform to ANSllASME B penetrate through the roofing materials and a minimum of 18.6.1. Screws shall tic corrosion resistant by conting.galvani- 3/4 inch(19.1 mitt) into die roof sheathing.Wbere the roof zation.stainless steel.nonferrous metal orother suitable corro- sheathing is less than 3/4 inch(19.1 nitn)thick,the tiails shall sion resistant material. The corrosion resistance shall be penctrnte through-the, slteathing. 7rtlstentirs shall eoriiply demonstrated through one of the following methods: with ASTM F 1667. 15A 2010 FLORIDA BUILDING CODE—BUILDING ROOF ASSEMBLIES AND ROOFTOP STRUCTURES The nail component of plastic cap nails shall underlayrnent shall not interfere with the ability of die shin- meet the corrosion resistance requirements of Section files to seal. 1507.2.6. 150,.2.8.1 High wind attachment. Underlayment ISO;.2,;A Ila chin cnI.Asphalt shlnelesshall have tile min_ applied in areas subject to high winds(Vag+i greater than imurnnumberoffastenersrequired bythe manufacturerand 110 mph as determined in accordance with Section Section 1504.1. Asphalt shingles shall be secured to the 1609.3.1) shall be applied with corrosion-resistant fas- o roofwilh not less than four fasteners per strip shingle or two tencrs in accordance with the manufacturer's instrue- o fasteners per individual shingle. Where the roof slope tions. Fasteners are to be applied along the overlap at a exceeds 21 units vertical in 12 units horizontal (21:12), maximum spacing of 36 inches(914 muT)on center. asphalt shingles shall be installed in accordance with the 15 0 T.2.H.2 Ice barrier. Reserved. manufaclurer's printed installation instructions for steep-s lope roof applications. Fiashings, Flashing for asphalt shingles shall rrlmnhr urith thic wrtinn Fln zhino chriil hr.qnntinri in nrrnr- 5 of 38 i�' ✓i1_? _. I' '�3 -}1 ci f1 150% ill i1 t_ (-; Chapter 15-Roof Assflmhlies and Rooftop Structure'sndf-Nitro Reader Home Advanced Help a Find F";'� I ti l Flti -4°Adth - tti'I � � Combine Files ;'>J Fit Page " " U--%�: dit TeZoom Select .. .. Create Convert Extract Do More Convert to YJord U Rotate Yiew - .. - from File To Text Images With Pro SSew Tools Create/Convert Upgrade to Pro Cl... .. ..._. -----------f x j ©This document is restricted or has limited access to some features. I Clic:heft for options... I L_—�. .—._._.._t m Product Approval Affidavit r'' Cbapter IS-Roof Assemblies and... X! '� SPEED FROM FIGURE of all metal laps.The entire edge of the horizontal — 1609A,B,C or ASCE-7 VMd ASTM.D 7158 ASTM D 3161 flange shat l be sealed covering all nail penetrations 110 8? D.G or H A.D or F with approved flashing cement and membrane. -_____ . . ._ _ — g Shin les will overlap the horizontal flange and lib 90 D.GorH A.DorF ._. .... .... .. .. . . shall be set in approved flashing cement. e 129 100 G or H A,D or F Base flashing shall be of either corrosion resis- 142 110 G or H F tant metal with a minimum thickness provided in Table 1503.2 or mineral surface roll roofing ISS 120 t G or H F weighing a minimum of 77 pounds per 100 square _ IbR 130 i H l F feet(3.76 kghn'-).Counter flashing shall be corro- -!` cion resistant metal with a minimum thickness pro- 1:i 1 140 ( 14 ! F — — ------,-- vided in Table 1503.2. 194 _ -- 150 EI —_�— F 13oT.Y.9.a valleys. Valley linings shall be installed in I T,uT.z.11 U aderlaym ell applien lion. For roof slopes from accordance with the manufacturer's instructions before Wo units vertical in 12 units horizontal (17-percent slope) applying shingles. Valley linings of the following types and up to four units vertical in 12 units horizontal(33-per- shall be permitted: cent slope),underlayment shall be two layers applied in the I. For open valleys lined with metal,the valley lining following manner. Apply a minimum 19-inch-wide (483 shall be at least 16 inches (406 mm)wide and of fmn)strip of underlayment felt parallel with and starting at any of the corrosion-resistant metals in Table the eaves,fastened sufficiently to hold in place.Starting at 1503.2. ilia cave, apply 36-inch-wide (914 mm) sheets of underlayment overlapping successive sheets 19 inches(483 2• For open valleys,valley lining of two plies of min- fmn).by fastened sufficiently to hold in place.Distortions in eral-surfaced roll roofing complying with ASTM the underlayment shall not interfere with the ability of[lye D 6380. Class M. or ASTM D 3909 shall be per- shingles to seal.For roof slopes of four units vertical in 13 milted. The bottom layer shall be 18 inches (457 tnlitshorizontal(33-percentslope)or greater,underlayment mm) and the top layer a minimum of 36 inches shall be one layer applied in the following manner. (914 mm)wide. Underlayment shall be applied shingle Fashion. parallel to 3. For closed valleys, valley lining of one ply of and starting from the cave and lapped 2 inches(51 mny),f is- smooth roll roofing complying with ASTM D iened sutiuciently to hold in place. Distortions in the 6380. Class S. and at least 36 inches (914 mm) 2010 FLORIDA BUILDING CODE—BUILDING 15.5 d 5 or 39 H v U tEa} `- .J l".'f I �_i �s d v 1s0% _ + - y99 tiJ II