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Home My WebLink AboutProduct Approval Metal Roofing6/17/2021 Florida Building Code Online BCIS Home 1 Log In I User Registration j Hot Topics I Submit Surcharge I Stats & Facts Publications Contact Us ; BCIS Site Map { Links Search ��Ul7fi8 Product Approval r (a USER: Public User Product Approval Menu > Product or Application Search > Application List > Application Detail FL # FL37331 Application Type New Code Version 2020 Application Status Approved Comments Archived t 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 06/02/2024 Validated By Brian Jaks, P.E. En? Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code FL37331 RO COI Letter of Certification- Tri County Metals sealed.pd Standard Year UL1897 2012 UL 580 2006 Product Approval Method Method 1 Option D hftps://floddabuilding.org/prlpr_app_dtl.aspx?param=wGEVXQwtDquC8B43VWiHTf8yXoiHGXFOJSHHs2uzXEp/o2bXtgY%2bV7VEUw%3d%3d 1/2 6/17/2021 Florida Building Code Online Date Submitted 02/09/2021 Date Validated 02/15/2021 Date Pending FBC Approval 02/22/2021 Date Approved 04/13/2021 Summary of Products FL # Model, Number or Name Description 37331.1 Min. 26 Ga. TCM-Lok Roof Panel Min 26 Ga. TCM-Lok Roof Panel over 15/32" Plywood Limits of Use Installation Instructions Approved for use in HVHZ: No FL37331 RO II 37331.1 26 Ga. TCM-Lok Roof Approved for use outside HVHZ: Yes Panel sealed.pdf Impact Resistant: N/A Verified By: Johnathan E Green, P.E. 88223 Design Pressure: +N/A/-52.5 Created by Independent Third Party: Yes Other: Evaluation Reports FL37331 RO AE 37331.1 26 Ga. TCM-Lok Roof Panel sealed.pdf Created by Independent Third Party: Yes Back tiext Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Cogydght 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statemen 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 mall 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, FS., please click here . Product Approval Accepts: MORMEM https://floridabuilding.org/prlpr app_dtl.aspx?param=wGEVXQwtDquC8B43VWiHTf8yXoiHGXFOJSHHs2uzXE%2bXtgY%2bV7VEUw%3d%3d 2/2 Force Engineering & Testing 195.14) RaniblewtaA Drive Humblc,Tvx 77338 11WHIC: 1281)5-40-660 FAX. (281).140.9%6 Wrt"i1r: Product Evaluation Report TRI COUNTY METALS Min. 26 Ga. TCM-Lok Roof Panel over 15132" Plywood Florida Product Approval # 37331.1 Florida Building Code 2020 Per Rule 61G20-3 Method: 1 -D Category: Roofing Subcategory: Metal Roofing Compliance Method: 61G20-3.005(1)(d) NON HVHZ Product Manufacturer: Tri County Metals 301 SE 161h Street Trenton, Florida 32693 Engineer Evaluator: Johnathan Green, P.E. # 88223 Florida Evaluation ANE ID: 1920 Validator: Brian Jaks P.E. #70159 Contents: Evaluation Report Pages 1 - 4 0011 MIN 0=3 r- SUMOF 11* ' , -11' -� C N N FEB 08 2021 FL# 37331.1 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. Force Engineering R Testing 14530 R=btmwx1 Drive tiunrbte. Tn s 77338 Plume: (281)ILW6603 FAX: (281)"1-"66 tt'rM�ito: NwwS"rrcru}�nrrriu�testinq.ccun Compliance Statement: The product as described in this report has demonstrated compliance with the Florida Building Code 2020, Sections 1504.3.2. Product Description: TCM-Lok Roof Panel, Min. 26 Ga. Steel, 16" coverage, over one layer of asphalt shingles (optional) over min. 15/32" APA Plywood decking. Non -Structural Application. Panel Material/Standards: Material: Min. 26 Ga. Steel, conforming to Florida Building Code 2020 Section 1507.4.3. Paint finish optional. Yield Strength: Min. 50.0 ksi Corrosion Resistance: Panel Material shall comply with Florida Building Code 2020, Section 1507.4.3. Panel Dimension(s): Thickness: 0.019" Minimum Width: 16" maximum coverage Female Rib: 15/16" tall Male Rib: 23/32" tall rib w/ slotted strip Panel Seam: Snap Lock Panel Fastener: Through Panel Slot: (1) #10-12x 1" Pancake Type A Y4" minimum penetration through plywood Corrosion Resistance: Per Florida Building Code 2020, Section 1507.4.4. Substrate Description: One layer of asphalt shingles/felt paper (optional) over min. 15/32" thick, 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. Allowable Design Uplift Pressures: Table "A" Maximum Total Uplift Design Pressure: 52.5 psf Fastener Spacing: 5 X" O.C. *Design Pressure includes a Safety Factor = 2.0. • OW SME+ sr Off` 4, o f� N FEB 08 2021 111lEl�llil�o,\ FL# 37331.1 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. Force Engineering & Testing 19530 Rambl"trxl Drive Humble. T'emr, 77338 1°b+nte: (281) NO--fiWA FAX: (280540.9985 15'etstiitr: uuw.lurCytin;;imrrSn�*tititin�,.enm Code Compliance: The product described herein has demonstrated compliance with The Florida Building Code 2020, Section 1504.3.2. 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 Uplift Test Force Engineering & Testing (FBC Organization # TST-5328) Report No. 136-0087T-13 2. Certificate of Independence By lohnathan Green, P.E. (No. 88223) @ Force Engineering & Testing (FBC Organization # ANE ID: 1920) 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. Underlayment: Per Florida Building Code 2020, Section 1507.1 and manufacturer's installation guidelines. 1i11i60/1,9s. M W FL# 37331.1 -IIS ITEM HAS BEEN IGITALLY SIGNED AND EALED BY JOHNATHAN BEEN ON THE DATE DJACENT TO THE SEAL. PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND THE SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC COPIES. } Force Engineering & Testing IN=N) RamblemikxI Drive Humble. Texas 77334 Phtme: (281)5*)-6603 FAX: t281)."i-vw6 "Yetr4te: »-a�rdorceenkinreriut;ttstint;.cat+ 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. THIS ITEM HAS BEEN DIGITALLY SIGNED AND SEALED BY JOHNATHAN GREEN ON THE DATE ADJACENT TO THE SEAL. ED COPIES OF THIS MENT ARE NOT IDERED SIGNED AND :D AND THE 7URE MUST BE IED ON ANY -RONIC COPIES. FL# 37331.1 / ONE SHINGLES /FEt: t' Force Engineering & Testing 199311 RnmblewmW hive Humble, Texas 773M Phone: (28 4tw)03 FINN: (281)540-9%6 WeWte: www.Pnraengineeringttstiteg.nmi `'O�� rs6a� g� s` io i R +sso • R am* asa R 0 '0.! FEB 08 2021 /fzi///11## j1%\\x x 1" TYPE A PANCAKE /4" O,C. S ITEM HAS BEEN (TALLY SIGNED AND aLED BY JOHNATHAN EEN ON THE DATE )AGENT 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# 37331.1