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Home My WebLink AboutPRODUCT APPROVAL - UNDERLAYMENTSJt fl «e Search Criteria I SCIS Home I Log In I User Registration ! Hot Topics I Submit Surcharge ! Stats & Facts I Publications I FBC Staff I BCIS Site Map j Links I Search I 02;) Product Approval FILEUSER: Public User COPY Product Approval Menu > Product or Application Search > Application List CONCEALED FASTENERS OR ATTACHMENTS ARE THE RESPONSIBILITY OF THE CONTRACTOR OR RECORD Refine Search Code Version 2017 FL# 16048 Application Type ALL Product Manufacturer ALL Category ALL Subcategory ALL Application Status ALL Compliance Method ALL Quality Assurance Entity ALL Quality Assurance Entity Contract Expired ALL Product Model, Number or Name ALL Product Description ALL Approved for use in HVHZ ALL Approved for use outside HVHZ ALL Impact Resistant ALL Design Pressure ALL Other ALL FL# Type Manufacturer Validated By Status FL16048-R6 Revision Tri-Built Materials Group, LLC John W. Knezevich, PE Approved History I Category: Roofing (954) 772-6224 Subcategory: Underlayments -epproveu oy uprrc. nppruven uy vorn o„ uv ,cv, our ,o.,,,cu „y Y. 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 mall. 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: M = F9A ' M Credit Card .Safe -03I S t-u ST. LUCIE COUNTY BUILDING IS N REVIEWED FOR COMPLIANC - REVIFNEB,Y, DATE I I y a PLANS AN6 PERMIT MUST BE KEPT JOB SITE OR NO INSPECTION(S) WILL B MADE THESE PLANS AND ALL PROPOSEDWORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT MAY BE NECESSARY IN ORDER TO COMPLY WITH ALL APPLICABLE CODES. ]TRINITY I ERD 5.6.4 ;1 For mechanically attached Base Sheet, the maximum design pressure for the selected assembly shall meet or exceed that required under FRSA/TRI April 2012 (04-12), Appendix A, Table 1A. Alternatively; the maximum, design pressure for the selected assembly shall meet or exceed the Zone 1 design pressure determined in accordance with FBC 1609. In this case, Zones 2 and 3 shall employ an attachment density designed by a qualified design professional to resist the elevated pressure criteria. Commonly used methods are 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-R SA Shingle Underlayment or Tri-Built Smooth! HT-S/A Underlayment,�shall n`ot'_be left exposed for longer than 30-days after installation _ . Tri-Built S/A HT TU Underlayment shall not be left exposed for longer than 180-days after installation. 5.8 Tile Slippage Limitations (TAS 103 per FRSA/TRI April 2012 (04-12)): 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. TABLE 2: TILE SUPPAGE LIMITATIONS FOR DIRECT DECK TILE INSTALLATIONS Maximum Underlayment Tile Profile Staging Method Slope Flat Max. 10-tile stack 6:12 Lugged Max. 10-tile stack 5:12 Max.10-tile stack (bottom 2-tile stack shall be inverted, followed by 8 tiles high 6:12 on slope, as shown below) Tri-Built S/A HT TU g Underlayment Lugged Exterior Research and Design, I.I.C. Certificate ofAuthorization #9503 6' EDITION (2017) FBC NON-HVHZ EVALUATION TRI-BUILT Roof Underlayments; (800) 516-1485 Evaluation Report A42960.10.12-R6 FL16048-R6 Revision 6: 09/25/2017 Page 5 of 6