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Home My WebLink AboutProduct Approval � II 'Florida Building Code Online Page 1 of 2 ENO— BCIS Home I Log In I User Registration Hot Topics Submit Surcharge Stats&Facts Publications I FBC,Staff i BCIIs Site Map Links search Florida j dr IA�q )Product Approval (�o ° USER:Public User Product Approval Menu>Product or Application Search>Application List>Application Detail �I!r" FL# FL16048-R4 sM, Application Type Revision Code Version 2014 Application Status Approved I J� Comments Archived 0 1 Product Manufacturer Tri-Built Materials Group,LLC Address/Phone/Email PO Box 70 Rutherford,NJ 07070j (800)516-1485 david.ruiz@tribuiltmg.com I, 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.coni Quality Assurance Representative Address/Phone/Email i Category Roofing Subcategory Underlayments Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer l-1 Evaluation Report-Hardcopy Received I � I 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 10/16/2017 Validated By John W.Knezevich,PE t4l Validation Checklist-Hardcopy Received I Certificate of Independence FL16048 R4 COI 2016 0'1 COI Nieminen.odf 'i Referenced Standard and Year(of Standard) StandardI Year ASTM D1970 2009 ASTM G155 2005 FRSA/TRI April 2012(04-12) 2012 TAS 103 1995 Equivalence of Product Standards Certified By I Sections from the Code I' htt ://www.floridabuildin or / r/ r a dtl.as x? aram=wGEVX wtDgtFP p g. g p p _ pp_ p p Q �1ndYiNDWr... 1/26/2017 ' I I Florida Building Code Online ;� Page 2 of 2 I II ;I Product Approval Method Method 1 Option D Date Submitted 10/06/2016 j Date Validated 10/17/2016 Date Pending FBC Approval 10/19/2016 LI, i Date Approved 12/13/2016 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!: I Approved for use in HVHZ:No FL16048 R4 II 12016 10 FINAL ER TRI- Approved for use outside HVHZ:Yes BUILT UNDERLAYMENTS FL16048-R4.pdf Impact Resistant:N/A Verified By: Robert Nieminen PE-591166 Design Pressure: +N/A/-67.5 Created by Independent Third Party:Yes Other: 1.)The design pressure noted herein pertains to use Evaluation Reports of foam-on tile systems overtop the self-adhering FL16048 R4 AE2016 10I FINAL ER TRI- underlayment for one particular application.See ER Section BUILT UNDERLAYMENTS FL16048-R4•pdF 5,6.4 for details.2.)Refer to ER Section 5 for other Limits of Created by Independent Third Party: Yes Use, L� Bach Next I ' i I� I Contact Us:;2601 Blair Stone Road,Tallahassee Fl.32399 Phone:850-4874824 i The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida.:;Privacy Statement::Accessibihty Statement;:Refund Statement Under Florida law,email addresses are public records.If you do not want your a-mail address releasl d in response)to a publlC=records request,do not sena 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. I I� Product Approval Accepts: l RgM I I Credit Card Safe l 1 � I I I I I I ! � I l ' I i http://www.floridabuilding.org/pr/pr app dtl.aspx?param=wGEVXQwtDgtFPmdYiNDWr... 1/26/2017 ` I I I� EXTERIOR RESEARCH&DESIGN,LLC. Certificate of Authorization#9503 QOTRINITY�ERD 353 CHRISTIAN STREET, UNIT 478 i '� OXFORD, CT 06478 PHONE: (203) 262-9245 FAX:(203) 262-9243 EVALUATION REPORT Allied Building Products Corp. Evaluation Report A42960:10.12-114 dba TRI-BUILT Roofing Products FL16048-114 9050 Louisiana Street Dlate of Issuance:10/25/2012 Merrillville, IN 46410 Revision 4: 10J06/2016 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 reyiewed�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 5'h Edition (2014) Florida Building Code sections noted herein. DESCRIPTION: TRI-BUILT Roof Underlayments I 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 io 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 "TrinityERD Evaluated'I' may be displayed in advertising literature. If any portion of the Evaluation Report is displayed,then it shall be done in its entirety. INSPECTION: Upon request,a copy of this entire Evaluation Report shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This Evaluation Report consists of pages 1 through 5. j Prepared by: :�P�• a �•,%°� � Robert J.M.Nieminen,P.E. �5�' • "Crr;�•�',• The facsimile seal,appearing was authorized by Robert Nleminen, c ,,,rd�a,�,�,•, , y��J/znr„tt,s�s P.E.on 10/06/2016.This does not serve as an electronically signed Florida Registration No.59165,Florida DCA ANE1983 document.Signed,sealed haiticopies 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 financialinterest 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. S. This is a building code evaluation. Neither TrinitylERD nor Robert Nieminen, P.E. are, In any way,the Designer of Record for any project on which this Evaluation Report,or previous versions thereof,is/was used for permitting or design guidance unless retained specifically for that purpose. i i i 0Tk I WrI ERD ROOFING COMPONENT EVALUATION: 1. SCOPE: Product Category: Roofing Sub-Category: Underlayment ; Compliance Statement: TRI-BUILT Roof Underlayments,as produced by TRI BUILT, have demonstrated compliance with the following sections of the Florida Building Code through testing in accordance with the following Standards. Compliance is subject-to the.Installation Requirements and Limitations/Conditions of Use set forth herein. 2. STANDARDS: 'Section Property Standard Year 1507.2.4,1507.2.8,1507.2.9.2, Physical Properties ASTM D1970 2009 1507.4.5.1,1507.5.3,1507.7.3 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 S40540.02.113-1 02/19/2013 ERD(TST6049) Physical Properties S40540.11.13 11/19/2013 ERD(TST6049) Physical Properties S4.0540.03.14 03/26/2014 ERD(TST6049) Physical Properties S44870.04.114-2 04/02/2014 ERD(TST6049) Physical Properties 544870.04.14-3 04/02/2014 ERD(TST6049) Physical Properties S44870.04.14-1 1 04/10/2014 ERD(TST6049) Physical Properties S44870.04.114-4 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 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: I 4.1 Self-Adhering,Underlayments: 4.1.1. 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. 4.1.2 Tri-Built S/A HT TU Underlayment is a self-adhering, non-woven polyester fabric surfaced, SBS modified bitumen roof underlayment ! 4.1.3 Tri-Built Smooth HT S/A Underlayment is a self-adhering, glass-mat ieinforced, film-surfaced, SBS modified bitumen roof underlayment. S. LIMITATIONS: 5,1 This is a building code evaluation. Neither TrinityJERD nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any project on which this Evaluation Repo rt, or previous viersions 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. I Exterior Research and Design,I.I.C. Evaluation Report A42960.10.12-R4 Certificate of Authorization#9503 FBC NON-HVHZ EVALUATION FL16048-R4 Revision 4:10/06/2016 Page 2 of 5 y • I TTkINITY I ERD 5.4 TRI-BUILT Roof Underlayments may be used with any prepared roof cover where the product is specifically referenced within FBC approval documents. If not listed-a request may be made to the AHJ for approval based on this evaluation combined with supporting data for the prepared roof covering- s 5.5 Allowable roof covers applied atop the underlayments are as follows: TABLE 1,'ROOF COVER OPTIONS!4"' r "z rkb v Underlayment Asphalt Nail-On Tile Foam-On Tile Metal Wood Shakes Slate r Shingles &Shingles Tri-Built Sand-R SA Shingle Yes No No No Yes Yes Underlayment Tri-Built 5/A HT TU Yes Yes Yes Yes Yes Yes Underlayment See 5.5.1 Tri-Built Smooth HT S/A Underlayment Yes No No Yes Yes Yes 5.5.1 "Foam-On Tile" is limited to use of the following Approved the adhesives'unless tensile adhesion / long term aging data from an accredited testing laboratory is provided. f ➢ Tri-Built S/A HT TU Underlayment with 3M71° 2-Component Roof Tile Adhesive AH-160 (FL6332) or Dow TileBondTm Roof Tile Adhesive(FL717) 5.6 Allowable substrates are noted below: 5.6.1 Direct-Bond to Deck: Tri-Built Sand-R SA Shingle Underlayment,Tri-Built S/A HT TU Underlayment or Tri-Built Smooth HT S/A Underlayment applied to: ➢ Plywood;ASTM D41 primed plywood; OSB;ASTM D41 primed,OSB; Southern Yellow Pine;ASTM D41 primed Southern Yellow Pine;ASTM D41 primed structural concrete. While not required over plywood, OSB or Southern Yellow Pine substrates, TRI-BUILT recommends priming the deck if the final roof cover is not slated for installation within 24 hours. Note: TRI-BUILT requires tongue-and-groove board decking be covered with plywood or OSB prior to installation of the self-adhering underlayment. i 5.6.2 Bond-to-Insulation: Tri-Built Sand-R SA Shingle Underlayment,Tri-Built S/A HT TU Underlayment or Tri-Built Smooth HT S/A Underlayment applied to: ➢ Dens Deck Prime;SECUROCK Gypsum-Fiber Roof Board. For installation under mechanically attached prepared roof coverings, in'sulationl 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,Appe i dix J. 5.6.3 Bond to Mechanically Attached Base Laver: i Tri-Built Sand-R SA Shingle Underlayment,Tri-Built S/A HT TU Underlayment or Tri-Built Smooth HT S/A Underlayment applied to: 1 ASTM D226,Type I or II felt. For installations under mechanically attached prepared roof coverings, base layer shall be attached per minimum codified requirements. For installations under foam'-on tile 'systems (Tri-Built S/A HT TU Underlayment only), base layer shall be attached per minimum requirements of FRSA/TRI April 2012 (04- 12). Exterior Research and Design,I.I.C. Evaluation Report A42960.10.12-114 Certificate ofAuthoriration#9503 FBC NON-HVHZ EVALUATION FL16048-R4 Revision 4:10/06/2016 Page 3 of 5 ERD TRINITY'I 5.6.4 Wind Resistance for Underlayment Systems in Foam-On Tile Appli ations: FRSA/TRI April 203-2 (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 windl uplift limitations apply to d irect-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 2jo 1 margin of safety per FBC 1504.9 has already been applied). Refer to FBC 1609 for determination of design wind pressures. 5.6.4.1 Maximum Design Pressure=-45.0 psf. Deck: Min.15/32-inch plywood to meet project requirements to satisfaction of AHJ. Primer: (Optional)ASTM D41 Underlayment: Tri-Built S/A HTTU Underlayment,self-adhered. 5.6.4.2 Maximum Design Pressure=-67.5 psf. Deck: Structural concrete to meet project requirementsto satisfaction of AHJ. Primer: Soprema Elastocol 600c Underlayment: Tri-Built S/A HT TU Underlayment,self-adhered. 5.6.4.3 Maximum Design Pressure=-60.0 psf. Deck: Min.19/32-inch plywood to meet project requirements to satisfaction of AHJ. Base Sheet: Soprema Sopra-G or Modified Sopra-G mechanically attached with nails(FBC 1517.5.1) and tin caps(FBC 1517.5.2)spaced 6-inch o.c.at the 4-inch laps and 6-inch o.c.in three, equally spaced rows in the center of the sheet. Underlayment: Tri-Built S/A HT TU Underlayment,self-adhered. 5.7 Exposure Limitations: 5.7.1 Tri-Built Sand-11 SA Shingle Underlayment or Tri-Built Smooth HT S/A Urderlayment shall not be left exposed for longer than 30-days after installation 5.7.2 Tri-Built S/A HTTU Underlayment shall not be left exposed for longer than 180-days after installation. 6. INSTALLATION: 6.1 TRI-BUILT Roof Underlayments shall be installed in accordance with TRI-BUILT published installation requirements subject to the Limitations set forth in Section 5 herein'and the:'specifics noted below. 6.2 Re-fasten any loose decking panels,and check for protruding nail heads. Sweep the substrate thoroughly to remove any dust and debris prior to application,and prime the s i bstrate(if applicable). 6.3 Tri-Built Sand-R SA Shingle UnderlaVment,Tri-Built S/A HT TU Underlayment or Tri-Built Smooth HT S/A Underlayment: 6.3.1 Shall be installed in compliance with the requirements for ASTM D1970 underla'yment in FBC Sections 1507 for the type of prepared roof covering to be installed. 6.3.2 Non-Tile applications: While priming is optional,TRI-BUILT recommends priming the deck if the final roof cover is not slated for installation within 24 hours. Apply sheet parallel to the roof edge. Roll out approximately 10 ft of membrane and peel back the first 3 ft of release film. Adhere the exposed part to the substrate and unroll the remaining�membralie as far as possible. Once the entire length of membrane is in place, peel-off the re'ease 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 watery Vertical seams should be 6- inches and staggered not less than 2-ft from vertical seams in the course below,sealed in accordance with TRI-BUILT requirements. Exterior Research and Design,I.I.C. Evaluation Report A42960.10.12-R4 Certificate ofAuthoitrotlon#9503 FBC NON-HVHZ EVALUATION FL16048-R4 Revision 4:10/06/2016 Page 4 of 5 — — j i TRINITYIERD When installing at slopes above 8:12,TRI-BUILT recommends back-nailing in the overlap area at the top of the sheet at 12-inch o.c. For Valleys and Ridges: Cut underlayment into 4 to 6 foot lengths.Peel the release paper and center sheet over valley or ridge. Drape and press sheet into place, working from the center oCthe 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 arid/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. I 8. MANUFACTURING PLANTS: Contact the noted OA agency for information on product locations covered for F.A.C.Riule 9N-3 QA requirements. 9. QUALITY ASSURANCE ENTITY: i UL,LLC—QUA9625;(314)578-3406;k.chancellor@us.ul.com -END OF EVALUATION REPORT- I i LI I, i IA i ii �I 1 Exterior Research and Design,LLC. Evaluation Report A42960.10.12-R4 Certificate of Authorization#9503 FBC NON-HVHZ EVALUATION FL16048-R4 Revision 4:10/06/2016 Page 5 of 5 li i