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Home My WebLink AboutProduct Approval pl Y Florida Building Code 011R1e Page 1 of 2 Aw I , I "Oil 0 I BCIS Home I Log In user Registration j Hot Topics I Submit Surcharge I Stats&Facts Publications I FBC Staff.I BCIS Site Map Links I search f a '��74)Product Approval dbrn� r pr n USER:Public User Product Approval Menu>Product or Aoolicalion Search>Application Lis[>Application Detail FL# FL16048-R4 Application Type Revision Code Version 2014 Application Status Approved I lg t I � v� Comments Archived C] Product Manufacturer Tri-Built Materials Group,LLC I Address/Phone/Email PO Box 70 Rutherford,NJ 07070 (800)516-1485 david.ruiz@tribuiltmg.com Authorized Signature David Ruiz david.ruiz@tribuiltmg.com I Technical Representative David Ruiz i:' Address/Phone/Email 250 Route 17 North y East Rutherford,NJ 07673 s (201)842-2449 david.ruiz@tribuiltm ate lrialsgroup,com I Quality Assurance Representative l 'i Address/Phone/Email i Category Roofing Subcategory Underlayments I � Compliance Method Evaluation Report froml'a Florida Registered Architect or a Licensed Florida Professional Engineer n Evaluation Report J Hardcopy Receive' ll 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,PEI [l Validation Checklist1-Hardcopy Received ,I Certificate of Independence FL16048 R4 COI 2016 01 COI NiemmEen. df I Referenced Standard and Year(of Standard) Standard Year ASTM D1970 2009 ASTM G155 2005 FRSA/TRI April 2012(04-12) 2012 TAS 103 1995 Equivalence of Product Standards Certified By Sections from the Code i� http://www.floridabuilding.org/pr/pi_app_dtl.aspx?param=wGEVXQwtDgtFPm(lYiNDWr... 1/26/2017 I. i Florida Building Code 010e �i Page 2 of 2 Product Approval Method Method 1 Option D Date Submitted 10/06/2016 Date Validated 10/17/2016 Date Pending FBC Approval 10/19/2016 Date Approved 12/13/2016 i I„ Summary of Products ' FL# Model,Number or Name Description,, !.I 16048.1 TRI-BUILT Roof Underlayments Self-adhering;modified bitumen roof underlayments Limits of Use Installation Instructions Approved for use in HVHZ:No FL16048 R41 II 2016 10 FINAL ER TRI- Approved for use outside HVHZ:Yes BUILT UNDERLAYMENTS FL16048-R4.odf Impact Resistant:N/A Verified By; Robert Nieminen P, -59166 Design Pressure:+N/A/-67.5 Created by Ihdependent 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 R41 AE 2016 10 FINIAL ER TRI- underlayment for one particular application,See ER Section BUILT UNDERLAYMENTS FL16048-R4.odf 5,6.4 for details.2.)Refer to ER Section 5 for other Limits of Created by Independent Third Party:Yes Use. � 1 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 il 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 ale public record.If you do not wish to supply a personal address,please provide the Department with an email address which can be mad¢!avallable to the public. o determine if you are a licensee under Chapter 455,F.S.,please click here ' i Product Approval Accepts: PAO E Credit Card Safe I'. i i �I. f (,I I I; i �i �I. i I I I' http://www.floridabuilding.org/pr/pr app dtl.aspx?pararii=wGEVXQwtDgtFPmdYiNDWr... 1/26/2017 i i EXTERIOR RESEARCH&DESIGN,LLC. Certificate of Authorization#9503 T®® A ' �q�/ 353 CHRISTIAN STREET, UNIT#13 PtII VI I I I ERD OXFORD, CT 06478 O PHONE: (203) 262-9245 FAX: (203) 262-9243 EVALUATION REPORT Allied Building Products Corp. !' Evaluation;Report A42960_10.12-R4 dha TRI-BUILT Roofing Products FL16048-R4 9050 Louisiana Street Date of Issuance:1OJ25/2012 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 reviewed by Robert Nieminen, P.E. for use of the product under the Florida Building Code and Florida Bluilding Code, Residential Volume. The products described herein have been evaluated for compliance with the 51 h Edition (201 ) Florida Building Code sections noted herein. I' II 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 Nierr'Iinen, 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 I ERD Evaluated" may be displayed in advertising literature. If any portion of the Evaluation Report is displayed,then it shall be do a in its entirety. INSPECTION: Upon request, a copy of this entire Evaluation Report shall be proIvided 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. I Prepared by: Robert J.M.Nieminen P.E. �b6S „Thefarslmlle seal appearing was authorized by Robert Nieminen, / /2016.Thli does not serve as an electronically signed P.E.on 10 O6 g 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. 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. li; 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 lERD nor Robert Nieminen, P.E. alre, in any way,the Designer of Record for any project on which this Evaluation Report,or previous versions thereof,is/was used folly permitting or design guidance unless retained specifically for that purpose. !' li II' il( I, h, is TRINITY`I ERD ROOFING COMPONENT EVALUATION: Y 1. SCOPE: Product Category: Roofing l 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 injiaccordance with the following Standards. h Compliance is subject to the Installation Requirements and Limitations/Conditions of Use;.set forth herein. 2. STANDARDS: Section Property Standard i Year 1507.2.4,1507.2.8,1507.2.9.2, Physical Properties ASTM D1;970 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 1, 1995 3. REFERENCES: Entity Examination Reference Date ERD(TST6049) Physical Properties S40540.02.13-1 02/19/2013 ERD(TST6049) Physical Properties S40540.11.13 11/19/2013 ERD(TST6049) Physical Properties S40540.03.14 03/26/2014 ERD(TST6049) Physical Properties S44870.04.14-2 04/02/2014 ERD(TST6049) Physical Properties S44870.04.14-3 04/02/2014 ERD(TST6049) Physical Properties S44870.04.14-1 04/10/2014 ERD(TST6049) Physical Properties S44870.04.14-4 04/10/2014 ERD(TST6049) Physical Properties S43530.02.14-1-R1 05/14/2014 ERD(TST6049) Physical Properties 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: s 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, SB5 modified bitumen roof underlayment 4.1.3 Tri-Built Smooth HT S/A Underlayment is a self-adhering, ',glass-mat reinforced, film-surfaced, SBS modified bitumen roof underlayment. 5. LIMITATIONS: 5.1 This is a building code evaluation. Neither Trinity IERD nor Robert Niemineft 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 A42960.10.12-114 Certificate of Authorization#9503 FBC NON-HVHZ EVALUATION FL16048-114 Revision 4:10/06/2016 Page 2 of 5 p i I' Ij Q�'-TRINITY�ERD 5.4 TRI-BUILT Roof Underlayments may be used with any prepared roof cover where the product is specifically referenced within FBC approval documents. If not lisited,a request may be made to the AHJ 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.,IROOF CQVER OPTIONS I Underlayment Asphalt Nail-On Tile Foam-On Tile Metal Wood Shakes Slate Shingles ;&Shingles Tri-Built Sand-R SA Shingle Underlayment Yes No No No Yes Yes Tri-Built S/A HT TU Yes Yes Yes I Yes Yes Yes Underlayment See 5.5.1 h Tri-Built Smooth HT S/A Yes No No Yes Yes Yes Underlayment �I 5.5.1 "Foam-On Tile" is limited to use of the following Approved tile' adhesives unless tensile adhesion / long term aging data from an accredited testing laboratory is provided. ➢ Tri-Built S/A HT TU Underlayment with 3M'" 2-Component Roof Tile Adhesive AH-160 (FL6332) or Dow TileBond"Roof Tile Adhesive(FL717) 5.6 Allowable substrates are noted below: 5.6.1 Direct-Bond to Deck: Tri-Built Sand,R SA Shingle Underlayment,Tri-Built S/A HT TU (Underlayment Qr 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 plyywood or OSB 'prior to installation of the self-adhering underlayment. 5.6.2 Bond-to-Insulation: Tri-Built San&R SA Shingle Underlayment,Tri-Built S/A HT TU Underlayment or Tri-Built Smooth HT S/A Underlayment applied to: ➢ Dens Deck Prime;SECUROCK Gypsum-Fiber Roof Board. For installation under mechanically attached prepared roof coverings, insulation shall be attached per minimum requirements of the prepared roof covering manufacturer's Product`Approval. For installations under foam-on tile systems (Tri-Built S/A HT TU Underlayment only), insulation attachment shall be designed by a qualified design professional and installed based on testing of the insulation/underlayment system in accordance with FM 4474,Appendix D or TAS 114,Appendix J. 5.6.3 Bond to Mechanically Attached Base Laver: 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: ➢ ASTM D226,Type I or 11 felt. h; 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). g Exterior Research and Design,LLC. Eva uation Report A42960.10.12-R4 Certificate of Authorization#9503 FBC NON-HVHZ EVALUATION i. FL16048-R4 Revision 4:10/06/2016 Page 3 of 5 I 'f ' I ,I � 11 Q'�I JTRINITYFIERD 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) an;I 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 (tre 2 to 1 margin of safety per FBC 1504.9 has already been applied). Refer to FBC 1609 for determination of design wind pressures. 5.6.4.1 Maximum Design Pressure=-45.0 psf. i Deck: Min.15/32-inch plywood to meet project requirements to satisfaction of AHJ. Primer: (Optional)ASTM D41 Underlayment: Tri-Built S/A HT TU Underlayment,self-adhered. 5.6.4.2 Maximum Design Pressure=-67.5 psf. Deck: Structural concrete to meet project requirements to 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: j 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 1days after installation. 6. INSTALLATION: 6.1 TRI-BUILT Roof Underlayments shall be installed in accordance with TRI-BUILT published installation requirements subject to the Limitations set forth in Section 5 herein and the specifics noted below. 6.2 Re-fasten any loose decking panels,and check for protruding nail heads. Sweep the substrate thoroughly to remove any dust and debris prior to application,and prime the substrate(if applicable). 6.3 Tri-Bullt Sand-R SA Shingle Underlayment,Tri-Built S/A HT TU IUnderlayment or Tri-Built Smooth HT S/A Underlayment: 6.3.1 Shall be installed in compliance with the requirements for AS TM D1970 underlayment in FBC Sections 1507 for the type of prepared roof covering to be installed. 6.3.2 Non-Tile applications: While priming is optional,TRI-BUILT recommends priming the deck if the final`roof cover is not slated for installation within 24 hours, Apply sheet parallel to the roof edge. Roll out approximately 10 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 als far as possible. Once the entire length of membrane is in place, peel-off the'il'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 requirements. i Exterior Research and Design,LLC. Evaluation Report A4296o.10.12-R4 Certificate of Authorization n9503 FBC NON-HVHZ EVALUATION FL16048-R4 Revision 4:10/06/2016 Page 4 of 5 p I 1 I I I J TRINITY ERD When installing at slopes above 8:12,TRI-BUILT recommends bank-nailing in the overlap area at The top of the sheet at 12-inch o.c. i 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): I Reference is made to FRSA/TRI April 2012 (04-12) Installation Manual and Table 1 herein, using the instructions noted above as a guideline. For foam-on tile applications, reference is made to Section 5.6.4 herein for wind;resistance limitations that fall outside the scope of FRSA/TRI April 2012(04-12). Tile shall be loaded and staged in a manner that prevents tile slippage and/or damage to the underlayment. 7. BUILDING PERMIT REQUIREMENTS: As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of this product. 8. MANUFACTURING PLANTS: Contact the noted CIA agency for information on product locations covered for F.A.C.Rule 9N-3 CIA requirements. 9. QUALITY ASSURANCE ENTITY: UL, LLC—QUA9625;(314)578-3406;k.chancellor@us.ul.com END OF EVALUATION REPORT- i i' Ili i I I I i ii i i I 1 i I j � I Exterior Research and Design,I.I.C. Evaluation Report A42960.10.12-R4 Certificate of Authorization N9503 FBC NON•HVHZ EVALUATION F1.16048-114 'i Revision 4:10/06/2016 Page 5 of 5 i I i I if