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Home My WebLink AboutProduct Approval 4/262018 Florida Building Code Online fid �y ,011 _WE t BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats&Facts Publications FBC Staff BCIS Site Map Links Search dbo Product Approval . USER:Public User Product Approval Menu>Product or Application Search>Application List>Application Detail FL# FL16048-R6 f Application Type Revision Code Version 2017 Application Status Approved I i Comments Archived i 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@tribuiltmateriaisgroup.com i •i 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 Robert Nieminen the 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 I Certificate of Independence FL16048 R6 COI 2017 01 COI Nieminen.pdf i Referenced Standard and Year(of Standard) Standard Year ASTM D1970 2015 ASTM G155 2005 FM 4474 2011 FRSA/TRI April 2012(04-12) 2012 UL1897 2012 Equivalence of Product Standards Certified By 4/26/201.8 Florida Building Code Online Sections from the Code - I Product Approval Method' Method 1 Option D Date Submitted 09/25/2017 Date Validated 10/0112017 Date Pending FBC Approval 10/03/2017 Date Approved 12/12/2017 Summary of Products FL# Model, Number or Name Description 16048.1 TRI-BUILT Roof Underlayments Self-adhering, modified bitumen roof underlayments Limits of Use Installation 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 i Design Pressure: +N/A/-150 Created by Independent Third Party: Yes Other: 1.)The design pressure noted herein pertains to use .Evaluation Reports j of foam-on the systems overtop the self-adhering FL16048 R6 AE 2017 09 FINAL ER TRI- underlayment for one particular application. See ER Section BUILT UNDERLAYMENTS FL16048-R6.pdf 5.6.4 for details. 2.) Refer to ER Section 5 for other Limits of Created by Independent Third Party: Yes Use. 0 J 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.:: Dyacy 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 Mil 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,FS., please click here. Product Approval Accepts: rg:t M Credit C'Frd Safe +( I i i I I i i I hftos://www.floridabuildina.oro/Dr/Dr aDD dtl.aspx?oaram=wGEVXQwtDgtFPmdYiNDWrwipmtAnR81v9FiYHTk4FLCxcgVtRhfvMw%3d%3d 25 EXTERIOR RESEARCH&DESIGN,LLC. Certificate of Authorization#9503 353 CHRISTIAN STREET, UNIT#13 �,'JTRINITYI ERD OXFORD,CT 06478 (203)262-9245 EVALUATION REPORT TRI-BUILT Materials Group,LLC Evaluation Report A42960.10.12-R6 'PO Box 70 FL16048-R6 RutHei-ford, NJ 07070 Date of Issuance:10/25/2012 I (800)516-1485 Revision 6: 09/25/2017 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. DESCRIPTION: TRI-BUILT Roof-Underlayments LABELING: Labeling shall be in accordance with the requirements the Accredited Quality Assurance Agency noted herein. CONTINUED COMPLIANCE: This Evaluation Report is valid until such time as the named product(s)changes,the referenced Quality Assurance documentation changes,or provisions of the Code that relate to the product change. Acceptance of this Evaluation Report by the named client constitutes agreement to notify Robert Nieminen, P.E. if the product changes or the referenced Quality'Assurance documentation changes. Trinity)ERD requires a complete review of this Evaluation Report relative to updated Code requirements with each Code Cycle. ADVERTISEMENT: The Evaluation Report number preceded by the words "Trinity 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: Robert J.M.Nieminen,P.E. q�^\a4sp The facsimile seal appearing was authorized by Robert Nieminen, Florida Registration No.59166,Florida DCA "`�"ir I P.E.on 09/2512017.This does not serve as an electronically signed document. , CERTIFICATION OF INDEPENDENCE: 1. Trinity lERD does not have, nor does it intend to acquire or will it acquire, a financial interest in any company manufacturing or distributing products it evaluates. 2. Trinityl ERD is not owned,operated or controlled by any company manufacturing or distributing products it evaluates. I 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 lERD 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 j ERD ROOFING COMPONENT EVALUATION: I. 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 G155 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: EntitV 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 S44870.04.14-2 04/02/2014 ERD(TST6049) Physical Properties S44870.04.14-3 04/02/2014 ERD(TST6049) Physical Properties 544870.04.14-1 04/10/2014 ERD(TST6049) Physical Properties 544870.04.14-4 04/10/2014 ERD(TST6049) Physical Properties 543530.02.14-1-R1 05/14/2014 ERD(TST6049) Physical Properties S43530.05.14 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-R1 06/07/2017 UL,LLC.(QUA9625) Quality Control Multiple-Listing R16814 12/10/2015 UL,LLC.(QUA9625) Quality Control Service Confirmation Exp.07/18/2020 4. DC1C(f DESCRIPTION: 4.1 Tri-Built Sand-R SA Shingle Underlayment is self-adhering, glass-mat reinforced, sand-surfaced, SBS mod le Itumen roo un a 364nch sheet width;meets ASTM D1970. 4.2 Tri-Built S/A HT TU Underlayment is a self-adhering, non-woven polyester fabric surfaced, SBS modified bitumen roof underlayment; meets ASTM D_1970 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 Trinityl ERD nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any project on which this Evaluation Report, or previous versions thereof, is/was used for 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 6"EDITION(2017)FBC NON-HVHZ EVALUATION FL16048-R6 TRI-BUILT Roof Underlayments;(800)516-1485 Revision 6:09/25/2017 Page 2 of 6 �` TRII\111Y 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 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 j 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. h TABLE ZA ALLOWABLE TILE,ADHESIVE/UNDERLAYMENT COMBINATlON53 1 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 i 5.6 Allowable Substrates: j 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. j 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. j 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 I 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. ! I ' 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 6"EDITION(2017)FBC NON-HVHZ EVALUATION FL16048-R6 TRI-BUILT Roof Underlayments;(800)516-1485 Revision 6:09/2S/2017 Page 3 of 6 ` U m o»�x �m o o iERD 5�.3 ' Tri-Built Sand-11 SA Shingle Underlayment,Tri-Built S/A HT TU Underlayment or Tri-Built Smooth HTS/A Undedaymentapplied to: � ASTM DZ8iType(orUfelt. For installations under mechanically attached prepared roof coverings, base layer shall be attached per minimum codified requirements. For installations under foam-on tile systems (rr'Buxt S/A HT TU Underlayment only),base layer shall be attached per minimum requirements of FRSA/TRI April 2012(04- 12). 5.64 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/TRl April 2012(04-12)and are used in foam-on tile applications, Maximum Design Pressure is the result of testing for wind load resistance b'ased on allowable wind loads, and reflects the ultimate passing pressure divided by 2(the 2 to I margin of safety per FBC 1504.9 has already been applied). Refer to FRSA/TRI April 2012(04-12),Appendix A,Table 1A or FgC16O9 for determination ofdesign wind pressures. #1 Maximum Design Pressure=-45.0 Ps Deck: Min. 15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Primer: (Optional)ASTM D4lorR[5|STOEXTERIOR PRIMER Undedayment: Tri-Built S/AHTTUUndedaymentye|f-adhened. #Z Maximum Design Pressure=-67.5 psf: Deck: Structural concrete to meet project requirements to satisfaction of Authority Having Jurisdiction. Primer: SopremaE|astoco|6UOc Under|ayment: Tri-Built S/AMTTUUnder|aymentse|f-adhered. #3 ' : Peck: Min.'15/32-inch APA-rated B[Xp|ywoud (may beinstalled C-side up) to meet project requirements tosatisfaction ofAuthority 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 benemoved/sanded. Primer: (DptionaVRES|STOEXTERIOR PRIMER Undedayment: Tii'8uUtS/0A HT TU Under|ayment, self-adhered, shall be thoroughly roll using hand roller and/or weighted roller to ensure there are no voids,'and ensure there are no �Iviaxim�umes�ignPressure g 'bps. . zyy��'/ncn p�woo� to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: Soprema5opra'GorModified Sopra'Gmechanically attached with nails(FB[2517.S.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 inthe center ofthe sheet. Vnder|ayment: Tri-Built 8/AMTTVUndedayment'se|f-adhe,ed. Exterior Research and Design,LLC. ummauvnn�o�/w�aum.z�n c,��nfAvmo�/ mmxmsox �°EDITION(mo)pacmom-*vxzEVALUATION pu6048'n6 TRI-BUILT Roof unue,|ovments;(xoo)5za-1oos Revision 6:09/25/2017 Page 4mo i I (JOTRRINITYIERD 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 ANSI/SPRI WD1, 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-Ft 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 Der FRSA/TRI April 2012(04-12)): 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. i TABLE 2 ;TILE SLIPPAGE LIMITATIONS'fOR DIRECT DECK,TILE INSTALLATION§ .. Underlayment Tile Profile Staging Method MaximumSlope 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 f " r ry .5. ar. a�t 4_. t ,-R.i"4�..WL xf. . j',•".�-�h i I I 1 • Exterior Research and Design,I.I.C. Evaluation Report A42960.10.12-116 Certificate ofAuthorizotion 89503 6T"EDITION(2017)FBC NON-HVHZ EVALUATION FL16048-R6 TRI-BUILT Roof Underlayments;(800)516-1485 Revision 6:09/25/2017 I ' Page 5 of 6 TiRiNrry'ERD 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 Underlavment,Tri-Built S/A HT TU Underlavment or Tri-Built Smooth HT S/A Underlavment: 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 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 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. 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.chancellor@us.ul.com -END OF EVALUATION REPORT- Exterior Research and Design,LLC. 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 6 of 6 I 4/26/2018 Florida Building Code Online �R •v.t�trt`�? - R � ucmeo.x "sll- 1� XX .- d - .'�im'q�u''-_a'. JSP.•� .+.."LI Lf •Ot' ._ '51'1'+" ' BCIS Home ; Log In User Registration f Hot Topics Submit Surcharge i Stats&Facts Publications I FBC Staff BCIS Site Map Links i Search Florida Ysr' Product Approval .6 1 ;~ USER:Public User p Product Approval Menu>Product or Application Search>Application List>Application Detail I `:a :d6pti2G FL# FL10674-R13 fa•;a�rfii Application Type Revision Code Version 2017 Application Status Approved Comments Archived I , Product Manufacturer Owens Corning Address/Phone/Email One Owens Corning Parkway l Toledo,OH 43659 (740)404-7829 greg.keeler@owenscorning.com i 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 Roofing Subcategory Asphalt Shingles Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report-Hardcopy Received I , Florida Engineer or Architect Name who developed Robert 3.M. Nieminen j the Evaluation Report Florida License PE-59166 Quality Assurance Entity UL LLC Quality Assurance Contract Expiration Date 05/16/2020 Validated By John W.•Knezevich,PE Validation Checklist-Hardcopy Received Certificate of Independence FL10674 R13 COI 2017 01 COI Nieminen.pddf 4 1 Referenced Standard and Year(of Standard) Standard Year ASTM D3161 2016 ASTM D3462 2010 ASTM D7159 2011 Equivalence of Product Standards Certified By Sections from the Code i .I Florida Building Code Online S 't Product Approval Method Method 1 Option D Date Submitted 10/10/2017 Date Validated 10/11/2017 Date Pending FBC Approval 10/15/2017 a' NDate Approved 12/12/2017 Summary of Products i i FL# Model,Number or Name Description I 10674.1 Owens Corning Asphalt Roofing 3-tab,4-tab,5-tab,laminated,starter and hip&ridge shingles Shingles and Starters 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.pd Impact Resistant. N/A Verified By: Robert]. 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.pff Created by Independent Third Party:Yes 0 ra.axt Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an WEED 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 dick here. Product Approval Accepts: ow"I cLFEcA __ Credit Card Safe I I I I I i I - _ � ` EXTERIOR RESEARCH&DESIGN, LLC. . ^ Certificate v/Avmorizammxxsua [ � 353[HK8Tk\NSTREET, UN|T#l3 rs �� 0 K��8��U 0 � x—x^�� OXFORDcT06478 (203)262-9245 EVALUATION REPORT | Owens Corning Evaluation Report 037g4U.O2.z2'R8 . One Owens Corning Parkway F1.10674'1113 Toledo,OH43659 Date ofIssuance:02/0G/2O12 (740)404-7829 � � ` Revision 8: 10/03/2017 ^ / SCOPE: This Evaluation Rep rt 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 desch6ed herein have been evaluated.for compliance vvith'the6m Edition (3017) Florida Building Code � sections noted herein. OcsCmPnom: Owens Corning Asphalt Roof Shingles LAoEUNG: Labeling shall be in accordance withthe requirements the Accredited Quality Assurance Agency noted � herein and FRC1507.2'7.1 yR9O5.21.6.1. ' CONTxVUEDCOrwvLIANcE: 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 tothe 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 comp|et' | 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 ofpages 1through 8. Prepared by: . . � | . xooeruv The facsimile seal appearing was authorized by Robert ' Florida Registration No.59166,Florida DCA ANE1983 . ��^`' m��P.con 10/09/2017This does notorv�as an electronically signed document. CERTIFICATION o,INDEPENDENCE: . ' 1. mnitv|cnD does not have, nor does /t intend to acquire o,will it acquire. a financial interest in any company manufacturing or distributing products itevaluates. 2. Trinityl ERD is not owned,operated or controlled by any company manufacturing or distributing products it evaluates. 3. Robert Nip-minen' P.[.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 7hnhy|Fnn nm Robert mieminen, 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. _ ` ^ . / ) r� w. 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 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,R905.2.611 Wind Resistance ASTM D3161 2016 1507.2.7.1,R905.2.6.1 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 20120516-132453 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 Exp.05/16/2020 4. PRODUCT DESCRIPTION: 4.1 Asphalt Shingles: 4.1.1 Classic an upre 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 , ra g n Premium Cool, TruDefinition Duration Designer Color Collection, TruDefinition 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 DuraRidge"" 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. 5. LIMITATIONS: 5.1 ' This is a building code evaluation. ,Neither TrinitylERD nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any project on which this Evaluation Report, or previous versions thereof,is/was used for permitting or design guidance unless retained specifically for that purpose. 5.2 This Evaluation Report is not for use in 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 Certificate afAuthorizotion#9503 6" EDITION(2017)FBC NON-HVHZ EVALUATION FL10674-R13 Owens Corning Asphalt Roof Shingles Revision 8:10/09/2017 Page 2 of 8 TRINITY ERa 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 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 Vasd=150 mph (V,,,t=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 61G20-3,per FBC 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 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: Berkshireshingles 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. I 6.2.2 Fasteners shall be in accordance with the manufacturer's published requirements, but not less than FBC 1507.2.6 or 11905.2.5. 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 underlayment Deck Fettunderiayment .�,. Deck Sdf+dhercd 6 '': I Weathercock.. Self-adhered ` r, undedaymern - WeatherLockt i underlaymeni _ Drip eoge Drip, Drip edge Drip— i', edge edge _ Huh located Nails located -Z'-3`from eave 2"-3"from eave SivInstall first �' Self-sealing adhesive Mstaflirn5tatr5trpPlus $ell�oed afteeave Starter Stri 1) �,• positioned along gave whh 8-removed- P g shingle with 6"to moved Starter Strip PIos overhangs eaves and rakes 1/4'-314' Starter Strip shingle overhangs eaves and rakes;i'-r,' Exterior Research and Design,I.I.C. Evaluation Report 037940.02.12-R8 Certificate of Authorization#9503 6' EDITION(2017)FBC NON-HVHZ EVALUATION F1.10674-1113 Owens Corning Asphalt Roof.Shingles Revision 8:10/09/2017 Page 3 of 8 I - TRINITYE R0,\D * 6.2.6 Minimum Nailing—Classic°&Supreme: { Normal• Mansard or Area para Btorrnni Mansard or Area pare Wind Areas High Wind desvenes y Wind Areas High Wind desvanrs y Arora pan viontos normales Ares& vitiates feartes Area para vientos normalas Areas vientas faertos 161 t'= -t" iAl f t t, 2.. (B) trt- t 6 s �� '� 5"Exposure S 6518'Ex Exposicidn posure Exposicidn 6.2.7 Minimum Nailing—Berkshire°: Soalant strip Sealant strip La tka de 40.da La fva de selladar t" a r f=—-s r t---s s •r e----►e •.---.• +--.s • 8 Vt. S Yf 5-if 8 Y3 "e tt" Bir S yl 8 is" ? T.J ' 1• 1 1 • 1 Standard Fastening Pattern 6-Nail Fastening Pattern Sealant strip Lama de scQXW �04----�.s�—=►s e e----t.i s-----.--►r t" II' 1 A.piwlt rootinga?nwnt ' Csmonto de Who da aatato Mansard or Steep Slope Fastening Pattern Exterior Research and Design,LLC. Evaluation Report 037940.02.12-RB Certificate of Authorization#9503 64-EDITION(2017)FBC NON-HVH2 EVALUATION FL10674-ft13 Owens Corning Asphalt Roof Shingles Revision 8;10/09/2017 Page 4 of 8 iY I TRINITY ER® 6.2.8' Minimum Nailing—Devonshire'": _.... _......: 81 I Dives + Nails, --- .i 5.518°exposure Sealant location Exposid6n de 5.5/8 pulg Ubimdon del sellador Ten 1"Spots of Asphalt Roo(Cement Standard 6-Nail Fastening Pattern Mansard or Steep Slope Fastening Pattern 6.2.9 Minimum- Nailing — Duration®, TruDefinition' Duration, Duration® Premium Cool & TruDefinition Duration Designer Color Collection: 4-Nall Fastening Pattern 6-Nall Fastening Pattern SureNalr'E tastefung an,a wvm sureNarK9 tamaunq area wWtn Maa.lypwi ( Nmf.'lypi� 1..1 12- 12" _ l'- T t-- rb ..�'..,.can s_.:.�_-"a a �""a w-'ro _.r_�.+.. 3�"' ..___•. _ • .. • - LF M 7 �1 f -I Standard Fastening Pattern 6-Nail Fastening Pattern i Fastening for Slopes Greater Than 21:12 f ryox1 41 e.1m �sB I 1 Four,`Spots of AW&n RWOng Cement iMansard or Steep Slope Fastening Pattern i Exterior Research and Design,LLC. Evaluation Report 037940.02.12-RS Certificate of Authorization#9503 6" EDITION(2017)FBC NON-HVHZ EVALUATION F1.10674-1113 Owens Corning Asphalt Roof Shingles Revision 8:10/09/2017 Page 5 of 8 TRINITY '4 .2.1 Minimum Nailing—TruDefinitioWOakridge-,Oakrid 0 4 Nall Pattern 6 Nail Pattern Esquerva con 4 clauos Esquema con 6 clauos 1 1 r r 12 —� l , l 5518"Exposure 1437, 5 5?8'Expowre Nails Exposteiinde5618pu1g Glares Exposicimde6619pufg. 5518•Exposure clauos 5IV8.Exposule Exposition de 5 616 pW g. Expoctidn de 5516 pufg. Standard Fastening Pattern 6-Nail Fastening Pattern Fastening for Slopes Greater Than 21:12 I--SuroHnnl taabnmg erre wrutR tlen 1ypn:el t' 17' � 72 I(� Fovr 7'Spob G aFpnert Nnefiny Cement Mansard or Steep Slope Fastening Pattern 6.2.1 Minimum Nailing—WeatherGuardO HP: Vh- ::? •:;:: �>R NSI lltn� •'' Cines�bfifr r fJl�eihsf Exterior Research and Design,LLC. Evaluation Report 037940.02.12-R8 Certificate ofAuthorization#9503 6"EDITION(2017)FRC NON-HVHZ EVALUATION FL10674-R13 Owens Corning Asphalt Roof Shingles Revision 8:10/09/2017 Page 6 of 8 TRINITY ERCP 6^3 Hip&Ridge Shingles: r; 6.3.1 Installation of Berkshire' Hip and Ridge_Shingles, High Ridge, WeatherGuard' HP Hipand Shingles and Prolidge Hip & Ridge Shingles shall comply with the Owens Corning current published instructions, using four (4) nails per shingle. Installation of DuraRidgeTm 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: �e�"ig I______:__ >=ig'z f.._ we nnnyeund Nils} a.. .% 1• 1' 7' Lanmalal 4. Topiop' niece 1 , 1 1 j Expos a NZ 7 i 6.3.4 Minimum Nailing—WeatherGuard°HP Hip and Ridge: Fig.A _ �' Fig.C Hip&Ridge Shingle Fastening vraaaoutg tYMd �� Top Vlaw 8 j ..___ — —.c•,— t j ' Nails Nails I •a r1Ct �-e s .Exposuro}. , Exposure , 12 .. 1 I I I Exterior Research and Design,LLC. Evaluation Report 037940.02.12-R8 Certificate of Authorization#9503 67-EDITION(2017)FBC NON-HVH2 EVALUATION 1`1.10674-R13 Owens Corning Asphalt Roof Shingles Revision 8:10/09/2017 } Page 7 of 8 TRINITY ERD nim -ProEdge Hip&Ridge Shin les: Prevailing- Standard Fastening Wind Direction 44 .rie8lint$VlPatte p tT! -- A" 6'Exposure 12' ", Sealant Fasten 6'Exposure CoverEspoaed Fasteners with ' Roof Cement 12• T 6.3.6 Minimum Nailing—DuraRidgeT" Flip&Ridge Shingles: Note:The drawings below pertain to minimum,as-tested attachment requirements. Refer to Owens Corning published installation instructions for their minimum requirements. Top Vie.. Prevailing Wird Dirocdan We en Fran Dirocriondomimntecbjwt �1• Vnta superior 1'•tsI Diracdondolvimsm prodxniranco cl., 29i ckv $ l�\. � ...ov+cat Cottrng SUrcna'sP _ `s CClors Cis.at'�� 4��•� I I a 1 t 1 i ' U1� elp N2�1 3— f 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;(631)546-2458; Kanchi.Agrawala-Dokania@ul.com END OF EVALUATION REPORT- Exterior Research and Design,LLC. Evaluation Report 037940.02.12-118 Certificate ofAutharization#9503 6.,.EDITION 120171 FSC NON-HVH2 EVALUATION FL10674-R13 Owens Corning Asphalt Roof Shingles Revision 8:10/09/2017 Page 8 of 8