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Home My WebLink AboutAPPROVED Tri County Metals5V Product Approval6/3/2021 Florida Building Code Online BCIS Home 1 Log In j User Registration 1 Hot Topics i Submit Surcharge I Stats & Facts i Publications I Contact Us I BCIS Site Map Unks I Search bFI rida to Product Approval USER: Public User ON t� P Product Approval Menu > Product or Application Search > Application List > Application Detail FL # FL26000-RI Application Type Revision Code Version 2020 Application Status Approved Comments Archived Product Manufacturer Tri County Metals Address/Phone/Email 301 SE 16th Street Trenton, FL 32693 (352)463-8400 testing@tricountymetals.com Authorized Signature Jason Klinkenberg testing@tricountymetals.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Roofing Subcategory Metal Roofing 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 Johnathan E. Green, P.E. Evaluation Report Florida License PE-88223 Quality Assurance Entity Keystone Certifications, Inc. Quality Assurance Contract Expiration Date 02/12/2021 Validated By Brian Jaks, P.E. Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code FL26000 RI COI Letter of Certification- TO County Metals. sealed.pd Standard Year UL 1897 2012 UL 580 2006 Product Approval Method Method 1 Option D https://floddabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgsH88r2%2fJKYUkjsz6gYzRcJNDIWrfCoBfVfvL%2bcsxi6lg°/a3d%3d 1/2 6/3/2021 Florida Building Code Online Date Submitted 10/13/2020 Date Validated 10/19/2020 Date Pending FBC Approval 10/26/2020 Date Approved 12/16/2020 Summary of Products FL # Model, Number or Name Description 26000.1 5V Crimp Min 26 ga., 24" wide through fastened panel over 15/32" thick plywood Limits of Use Installation Instructions Approved for use in HVHZ: No FL26000 Rl II FL26000.1 26 Ga. 5V Crimp Panel over Plywood sealed.pdf Approved for use outside HVHZ: Yes Impact Resistant: N/A Verified By: Johnathan E Green, P.E. 88223 Design Pressure: +N/A/-60 Created by Independent Third Party: Yes Other: Uplift load of 60 psf @ fastener spacing of 16" D.C. Evaluation Reports FL26000 Rl AE FL26000.1 26 Ga. 5V Crimp Panel over Plywood sealed.pdf Created by Independent Third Party: Yes Fack P9cxt Contact Us :: 2601 Blair Stone Road, Tallahassee Fl. 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Co right 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(i), 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: MWWORM hftps:llfloridabuilding.org/prlpr app_dtl.aspx?param=wGEVXQwtDgsH88r2%2fJKYUkjsz6gYzRcJNDIWrfCoBfVfvL%2bcsxl6lg%3d%3d 2/2 ------ ...... . . Force Engineering & Testing 19530 Ramblewood Drive Humble, Texas 77318 Phone: (281) 540-6603 FAX: (281) 540-"60 Website: w-,vw.foretenginecritigtestina,.com Product Evaluation Report TRI COUNTY METALS Min. 26 Ga. 5V Crimp Roof Panel over 15132" Plywood Florida Product Approval # 26000.1 R1 Florida Building Code 2020 Per Rule 61G20-3 Method: I —D Category: Roofing Subcategory: Metal Roofing Compliance Method: 61G20-3.005(1)(d) NON HVHZ Product Manufacturer. Tri County Metals 301 SE 16 th Street Trenton, Florida 32693 Engineer Evaluator: Johnathan Green, P.E. #88223 Florida Evaluation ANE ID: 12901 Validator: Brian Jaks P.E. #70159 Contents: Evaluation Report Pages 1 — 4 "VIC "D 4 fj 10 OCT 01 2020 If I X0 THIS ITEM HAS BEEN DIGITALLY SIGNED AND SEALED BY JOHNATHAN GREEN ON THE DATE ADJACENT TO THE SEAL. PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND THE SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC COPIES. FL# 26000.1 R1 Force Engineering & Testing 19530 Ramblewood Drive Humble, Texas 77318 Phone: (281) 540.6603 FAX: (28'1) 540-9966 Website: www.rorceenginceringtesting.com Compliance Statement: The product as described in this report has demonstrated compliance with the Florida Building Code 2020, Sections 1504.3.2, 1504.7. Product Description: 5V Crimp Roof Panel, Min. 26 Ga. Steel, 24" coverage, through fastened roof panel over Min. 15/32" APA Plywood decking. Non-structural Application. Panel Material/Standards: Min. 26 Ga. Steel ASTM A792 AZ55, conforming to Florida Building Code 2020 Section 1507.4.3. Paint finish optional. Yield Strength: Min. 80.0 KSI Corrosion Resistance: Panel Material shall comply with Florida Building Code 2020, Section 1507.4.3. Panel Dimension(s): Thickness: 0.019" min. Width: 24" maximum coverage Rib Height: 1/2" tall ribs Panel Fastener: #9-15 x 1-1/2" Woodgrip HWH with sealing washing or approved equal %" minimum penetration through plywood; @ 12" o.c. across panel through panel ribs at interior locations; @ 6" o.c. across panel width through panel flat and rib at panel ends. Corrosion Resistance: Per Florida Building Code 2020, Section 1507.4.4. Substrate Description: Min. 15/32" thick, CAT Exposure 1 CDX APA Rated plywood over supports at maximum 24" O.C. Design of plywood and plywood supports are outside the scope of this evaluation. Substrate must be designed in accordance w/ Florida Building Code 2020. Allowable Design Uplift Pressures: Table "A" Maximum Total Uplift Design Pressure: 60.0 psf Fastener Pattern: 12"-12" Fastener Spacing: 16" O.C. *Design Pressure includes a Safety Factor = 2.0. .fit 111111111 .+ a6 Sam o sP s i 1�}to r a OCT 01 2020 r��`f/11i1 1 I11"��i@�� THIS ITEM HAS BEEN DIGITALLY SIGNED AND SEALED BYJOHNATHAN GREEN ON THE DATE ADJACENT TO THE SEAL. PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND THE SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC COPIES. FL# 26000.1 Rl } Force Engineering & Testing 195-30 Ramblewood Drive Humble, Texas 77338 Plume: (281) 5=40-6603 FAX: (281) 540-9966 Website: www.forecenginecringtesting.com Code Compliance: The product described herein has demonstrated compliance with The Florida Building Code 2020, Section 1504.3.2,1504.7. Evaluation Report Scope: The product evaluation is limited to compliance with the structural wind load requirements of the Florida Building Code 2020, as relates to Rule 61G20-3. Performance Standards: The product described herein has demonstrated compliance with: ■ UL 580-06 - Test for Uplift Resistance of Roof Assemblies ■ UL 1897-2012 - Uplift Test for Roof Covering Systems Reference Data: 1. UL 580-06 / 1897-04 & -12 Uplift Test PRI Construction Materials Technologies, LLC (FBC Organization # TST5878) Project No. TCM-003-02-02 Dated 01/02/2018 3. Certificate of Independence By Johnathan Green, P.E. (No. 88223) @ Force Engineering & Testing (FBC Organization # ANE ID: 12901) Test Standard Equivalency: The UL 1897-04 test standard is equivalent to the UL 1897-2012 test standard. Quality Assurance Entity: The manufacturer has established compliance of roof panel products in accordance with the Florida Building Code and Rule 61G20-3.005 (3) for manufacturing under a quality assurance program audited by an approved quality assurance entity. Minimum Slope Range: Minimum Slope shall comply with Florida Building Code 2020, including Section 1507.4.2 and in accordance with Manufacturers recommendations. For slopes less than 3:12, lap sealant must be used in the panel side laps. Installation: Install per manufacturer's recommended details. ,i aND 6=3 e� a i Ar m OCT 01 2020 �f�fffit �11111100AL THIS ITEM HAS BEEN DIGITALLY SIGNED AND SEALED BY JOHNATHAN GREEN ON THE DATE ADJACENT TO THE SEAL. ITED COPIES OF THIS �CUMENT ARE NOT �NSIDERED SIGNED AND ALED AND THE 'NATURE MUST BE RIFTED ON ANY CTRONIC COPIES. FL# 26000.1 Rl _-; Forte Engineering & Testing 19530 Ramblewood Drive Humble, Texas 77338 Phone: (281) 540-6603 FAX: (281) 540A966 Website: vvvvvv.foreeengineeringtesting.com Underlayment: Per Florida Building Code 2020, Section 1507.1.1 and manufacturer's installation guidelines. Roof Panel Fire Classification: Fire classification is not part of this acceptance. Shear Diaphragm: Shear diaphragm values are outside the scope of this report. Design Procedure: Based on the dimensions of the structure, appropriate wind loads are determined using Chapter 16 of the Florida Building Code 2020 for roof cladding wind loads. These component wind loads for roof cladding are compared to the allowable pressure listed above. The design professional shall select the appropriate erection details to reference in his drawings for proper fastener attachment to his structure and analyze the panel fasteners for pullout and pullover. Support framing must be in compliance with Florida Building Code 2020 Chapter 22 for steel, Chapter 23 for wood and Chapter 16 for structural loading. a i38=3a P OCT 01 2020 (j019AtL11% THIS ITEM HAS BEEN DIGITALLY SIGNED AND SEALED BY JOHNATHAN GREEN ON THE DATE ADJACENT TO THE SEAL. NTED COPIES OF THIS 'UMENT ARE NOT 4SIDERED SIGNED AND kLED AND THE NATURE MUST BE 11FIED ON ANY CTRONIC COPIES. FL# 26000.1 R1 Force Engineering & Testing 19530 Ramblewood Drive Hatable, Texas 77318 Phone: (281) 540-6603 FAX: (281) 540-9966 Website: www.forcLvnl_,iiiec-ringtesting.com ..4% -1 at —, SW13, AIW= PAL alw z 41 to 4�-. OCT 01 2020 !```�j��i� t1ia��~� THIS ITEM HAS BEEN DIGITALLY SIGNED AND SEALED BY JOHNATHAN GREEN ON THE DATE ADJACENT TO THE SEAL. PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND THE SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC COPIES. FL# 26000.1 RI