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HomeMy WebLinkAboutRiordan 5SCIS Home I Log In User Registration I Hot Topics I Submit Surcharge I Stats & Facts I Publications I Contact Us BCIS Site Map Links I Search bor Product Approval USER: Public User }t Product Approval Menu > Product or Application Search > Application List > Application Detail FL # FL30797 Application Type New Code Version 2017 Application Status Approved Comments Archived Product Manufacturer Crown Building Products of Florida LLC Address/Phone/Email 6018 HWY. 72 Arcadia, FL 34266 (863)993-4004 bdyble@crownrooftiles.com Authorized Signature BARRY DYBLE bdyble@crownrooftiles.com Technical Representative Barry Dyble Address/Phone/Email 6018 Hwy. 72 Arcadia, FL 34266 (863)993-4004 bdyble@crownrooftiles.com Quality Assurance Representative Address/Phone/Email Category Roofing Subcategory Roofing Tiles 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 Joshua Royce PE Evaluation Report Florida License PE -68180 Quality Assurance Entity Keystone Certifications, Inc. Quality Assurance Contract Expiration Date 12/27/2023 Validated By Rene J.Quiroga, PE Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) FL30797 RO COI Certificate of Independence - 2017 FBC.pdf Standard Year ASTM C1492 2003 ASTM C67 2013 FRSA/TRI07320 2012 TAS 100 1995 TAS 101 1995 TAS 102 1995 TAS 102A 1995 TAC 11'7 1QQS Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D Date Submitted 10/18/2019 Date Validated 10/18/2019 Date Pending FBC Approval 10/24/2019 Date Approved 12/10/2019 Summary of Products FL # Model, Number or Name Description 30797.1 Sanibel Concrete Roofing Tile Limits of Use Installation Instructions Approved for use in HVHZ: No FL30797 RO II 102107D.pdf Approved for use outside HVHZ: Yes Verified By: Joshua Royce PE PE 68180 Impact Resistant: N/A Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: Tile roofs are analyzed for wind load resistance in FL30797 RO AE 102107.12 -df terms of overturning moment. For Non-HVHZ, refer to FL30797 RO AE RT1206.01 13.pdf FRSA/TRI Florida High Wind Concrete and Clay Roof Tile Created by Independent Third Party: Yes Installation Manual. For product limitations, refer to the evaluation report. 30797.2 Tuscany Concrete Roofing Tile Limits of Use Installation Instructions Approved for use in HVHZ: No FL30797 RO II 102108D.pdf Approved for use outside HVHZ: Yes ` Verified By: Joshua Royce PE PE 68180 Impact Resistant: N/A Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: Tile roofs are analyzed for wind load resistance in FL30797 RO AE 102108.pdf terms of overturning moment. For Non-HVHZ, refer to FL30797 RO AE RT0912.02-14.pdf FRSA/TRI Florida High Wind Concrete and Clay Roof Tile Created by Independent Third Party: Yes Installation Manual. For product limitations, refer to the evaluation report. 30797.3 TWindsor Flat Profile Concrete Roofing Tile Limits of Use Installation Instructions Approved for use in HVHZ: No FL30797 RO II 102106D.pdf Approved for use outside HVHZ: Yes Verified By: Joshua Royce PE PE 68180 Impact Resistant: N/A Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: Tile roofs are analyzed for wind load resistance in FL30797 RO AE 102106.pdf terms of overturning moment. For Non-HVHZ, refer to FL30797 RO AE RT0912.01-14.pdf FRSA/TRI Florida High Wind Concrete and Clay Roof Tile Created by Independent Third Party: Yes Installation Manual. For product limitations, refer to the evaluation report. sack 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: oil go J o LU o € € 3€i ) U � U $m� o O g. n =e� [L U ' N z W CD gym € r Z v) o o w s W Z ws (ifU zm 0 _ _ z �o Q ® C LL_ or� I� O U om z Lj_ W_fa W U� Engineering Evaluation Report Report: 102106 Manufacturer: Crown Building Products of Florida, LLC 6018 SW Highway 72 Arcadia, FL 34266 Product: Windsor Flat Profiles — Concrete Roof Tile Joshua Royce, P.E. P.O. Box 237 Gladeville, TN 37071 Description of Product: Flat profile interlocking, Class II concrete roofmg tile. Roofing tiles may be mechanically fastened, mortar -set or adhesive -set. Submitted Technical Documentation: 1. Test Reports RT0819.03-19, RT0923.01-14, RT0923.02-14, RT0908.01-14, RT0912.01-14 and RT1020.02-14 signed by Steven W. Warter, P.E. (FL PE 54395) of American Test Lab of South Florida located in Fort Lauderdale, FL. 2. Quality Assurance: Keystone Certification (Etters, PA) CT ANTS A R 1)4/R F.FF.R RN[':RC Code Section Description of Test Standard Test Report # 2017 1507.3.5 Physical Properties ASTM C 1492-03 RT0923.01-14 RT0923.02-14 RT0908.01-14 2017 1507.3.7 Attachment Requirements FRSA/TRI07320 2017 1523.6.5.2 Physical Properties TAS 112-95 RT0819.03-19 2017 1523.6.5.2 Wind Driven Rain TAS 100-95 RT0923.01-14 RT0923.02-14 RT0908.01-14 2017 1523.6.5.2.2 Static Uplift Resistance TAS 101-95 RT0912.01-14 2017 1523.6.5.23 Static Uplift Resistance TAS 102-95 RT0912.01-14 2017 1523.6.5.2.3 Static Uplift Resistance TAS 102(A)-95 RT0912.01-14 2017 2109.3.1.1 Freeze and Thawing ASTM C67-08 RT1020.02-14 Tile Roof Institute TAS 100, TAS 101, 102,102(A) Membership Confirmation Current Joshua Royce, P.E. Date: 10/18/19 Page 1 of 2 Engineering Evaluation Report Report: 102106 Joshua Royce, P.E. P.O. Box 237 Gladeville, TN 37071 Limitations of Use: 1. Fire classification is not part of this evaluation; refer to FBC Section 1505 or current approved roofing material for fire rating of this product. 2. For non-HVHZ installations, installation shall comply with manufacturer's current published installation instructions, but not less than the requirements as established in FBC Section 1507.3 and the FRSA/TRI Florida High Wind Concrete and Clay Roof Tile Installation Manual, 5t' edition for mechanically fastened installations. 3. For non-HVHZ installations, installation shall comply with manufacturer's current published installation instructions, but not less than the requirements as established in FBC Section 1607.7.3 and the mortar or adhesive manufacturer's product approval for mortar or adhesive fastened installations. 4. See evaluation report RT0912.01-14 for attachment calculations. Compliance: The above listed products have been shown to demonstrate compliance with the 2017 Florida Building Code and with the Florida Department of Business and Professional Regulation for Statewide Product Approval as per Rule 61 G20-3. Certificate of Independence: In accordance with Rule 61G20-3, I do not have, nor do I ever intend to acquire, any financial interest in any manufacturing company associated with this evaluation report. I also do not have any financial interest in the manufacturing company or any company associated with the manufacturing company. �paa��UA M: Rpr��ii��1 �cENS�.F i No. 68180 pp . STATE OF Secure Electronic Sea] For Electronic Submissions �— Joshua Royce, P.E. - Date: 10/18/19 Page 2 of 2