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Home My WebLink AboutPRODUCT APPROVAL METAL ROOFING2A 6/22, 1:12 PM Florida Building Code Online FLORIDA DEPARTWINT OF Business •ProfessionalRegulation BCIS Home I Log In I User Registration I Hot Topics I Submit Surcharge I Stats & Facts I Publications I Contact Us I BCIS Site Map I Links I Search FI rich "t Product Approval USER: Public User q Product A{Zproval Menu > Product or Application Search > gpplication List > Application Detail + FL # FL28113-R3 Application Type Revision Code Version 2020 Application Status Approved Comments Archived Product Manufacturer Integrity Metals LLC Address/Phone/Email 2604 B Piper Drive Vero Beach, FL 32960 (772) 584-2654 =I Admin@integritymetaisfl.com Authorized Signature Joe Keene Admin@integritymetaisfi.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Roofing Subcategory o Metal Roofing Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer 0 Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the David Eng Evaluation Report Florida License PE-81377 Quality Assurance Entity PRI Construction Materials Technologies, LLC Quality Assurance Contract Expiration Date 05/25/2023 Validated By James R Wally, PE 12 Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) FL28113 R3 COI 26aa IM100FF PAY—w—mLOf Standard UL 1897 UL 580 Year 2015 2006 Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Arch�� + (�9®�� FL28113 R3 Eguiv 1897-2015 eq i e Sections from the Code https:Hfloddabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgseOWWJsQVfxUvWHN%2f6Wedf9U8kXK1CspTMUMAPfxjJV9%3d%3d 1/2 2M6/22, 1:12 PM Florida Building Code Online Product Approval Method Method 1 Option D Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products 06/09/2021 06/10/2021 06/15/2021 08/10/2021 FL # Model, Number or Name Description 28113.1 01 1 26ga (min) IM10OFF on 15/32" 26ga (min) IM10OFF naiistrip panel on 15/32" plywood (min) plywood Limits of Use Installation Instructions Approved for use in HVHZ: No FL28113 R3 II 26ga IM100FF plywood.pcf Approved for use outside HVHZ: Yes Verified By: David Eng, PE 81377 Impact Resistant: N/A Created by Independent Third Party: Yes Design Pressure: +N/A/-108.5 Evaluation Reports Other: -108.5 PSF @ 5" oc and w/self-adhering underlayment FL28113 R3 AE 26ga IM10OFF 2iywo2d.pd_f 1 -78.5 PSF @ 10" oc Created by Independent Third Party: Yes 28113.2 02 1 29ga (min) IM36TR on 15/32" 29ga (min) IM36TR exposed fastener ag panel on 15/32" plywood plywood (min) Limits of Use Installation Instructions Approved for use in HVHZ: No FL28113 R3 II 29ga IM36TR Rlyw d f Approved for use outside HVHZ: Yes Verified By: David Eng, PE 81377 Impact Resistant: N/A Created by Independent Third Party: Yes Design Pressure: +N/A/-146 Evaluation Reports Other: 146psf with 9"-9"-9"-9" fastener pattern @ 12" D.C. 1 FL28113 R3 AE 29ga IM36TR pjywo d 86psf with 9"-9"-9"-9" fastener pattern @ 24" D.C. Created by Independent Third Party: Yes 28113.3 03 1 26ga (min) IM36PBR on 15/32" 26ga (min) IM36PBR exposed fastener PBR panel on 15/32" plywood plywood (min) Limits of Use Installation Instructions Approved for use in HVHZ: No FL28113 R3 II 26ga IM36PBR plywoo df Approved for use outside HVHZ: Yes Verified By: David Eng, PE 81377 Impact Resistant: N/A Created by Independent Third Party: Yes Design Pressure: +N/A/-119.5 Evaluation Reports Other: 119.5psf with 12"-12"-12" fastener pattern @ 12" D.C. FL28113 R3 AE 26ga IM36PBR pJywood.Ddf 1 71psf with 12"-12"-12" fastener pattern @ 24" D.C. Created by Independent Third Party: Yes 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 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: ® ® ® :$�f Credit Card-- Safe' https://floddabuilding.org/prlpr app_Otl.aspx?param=wGEVXQwtDgseOWWJsQVfxUvWHN%2f6Wedf9U8kXK1CspTMUMAPfxjJVg%3d%3d 2/2 I M 100 I nteg ri LO k 1� 2 26 gauge (min) 16" wide nail strip panel over 15/32" plywood r Florida Product ApprovalNumber 28113.1 ly -+ fl f7 Compliance statement: This product as described has demonstrated compliance with Florida Building Code 2020, Section 1504.3.2, as required by Rule 61 G20-3, method 1 D Manufacturer: Integrity Metals, LLC 12640 Piper Dr, Ste. B, Vero Beach, FL 32960 1 772-584-2654 i Product: IntegriLok IM100 is a nailstrip panel with a 16" maximum panel width, and nominal rib height of 1." Material: This product is manufactured from 26ga or thicker steel with yield strength of at least 50ksi, and corrosion resistance per FBC 1507.4.3. Fastener: #10 x 1" low -profile style fastener compliant with FBC 1506.6. Larger diameter and longer length fasteners are acceptable. Stainless steel fasteners may be used. Substrate/Deck: Minimum 15/32" thick plywood. Underlayment: Comply with FBC 1507.1.1 where applicable. Slope: Comply with FBC 1507.4.2 where applicable. Technical Documentation: This product has been tested to the UL 580-06 standard by Intertek Testing (TST-1527), report 17726.05-450-44 RO. This test report is used with permission. This product has also been tested to UL 580-06 and UL 1897-15 by Intertek, report K4846.01-450-44 RO. Max. Allowable Loads & Method A: 78.5psf i Install fasteners every other hole (±10" o.c.). Installation Requirements: Method 13:-4.08.5psf i'Use self -adhering underlayment and.install fasteners in every hole (±5" o.c.). Factor of Safety of 2.0 applied to calculate allowable loads. Evaluated By: David Eng, PE Timberlake Cove, LLC 3324 W Univ. Ave # 206, Gainesville FL 32607 UP'LlcErvsF'G' PE Lie. No: 81377 CA Lie. No: 33344 . %�0. STATE OF �� i��S '40RID� �,// &/ONI... --- v_ _ _'�.'?: � '��s,_��a? ; Page 1 INTEGRITY METALS METAL ROOFING MADE HERE 2604 Piper St Ste B . Vero Beach FL 32609 (772) 584-2654 Panel Accessories: The manufacturer does not require the use of closures, sealants, butyl, or other similar accessories between bottom edge of panel and drip edge, or in other locations. The use of closures and sealants may be advisable in some cases, however that decision is the discretion 'of the project owner and the installer. Certification of Independence: David Eng, PE and Timberlake Cove, 'LLC do not have, nor will acquire a financial interest in any company manufacturing or distributing products under this evaluation. The same entities do not have, nor will acquire, a financial interest in any other entity involved in the approval process of the product. Exclusions & Limitations: Design of deck and roof structure (to include attachment of plywood or wood plank) shall be completed by others. Fire classification and shear diaphragm design are outside the scope of this evaluation. This report is limited to compliance with structural wind load requirements.of FBC 1604.3.2, as required by Rule 61G20- 3. Neither Timberlake Cove nor the manufacturer shall be responsible for any conclusions, interpretations, or designs made by others. based on this evaluation report. This report is limited solely to documenting compliance with Rule 61 G20-3, and makes no express or implied warranty regarding performance of this product. Design Process: The load tables in this report provides one prescriptive option for the fastening requirement for the applicable wind loads for roofs within the parameters described. For roofs outside of the listed parameters, design wind loads shall be determined as required by FBC 1609, ASCE 7, or other design code in force, using allowable stress. These load tables are based on ASCE 7-16. Use of these tables assumes that the structure is: ■ Enclosed and conforms to wind-borne debris provisions and is a regular shaped building ■ Is not subject to across -wind loading, vortex shedding, or instability; nor does it. have a site location for which channeling or buffeting warrant consideration Engineering analysis may be completed by other licensed engineers for project specific approval by local authorities having jurisdiction.- FL28113,1 �w= '.. � .W i 'r = a . 3 Page 2 INTEGRITY METALS METAL ROOFING MADE HERE Design Load Tables: Select the appropriate load table that applies to the structure in question. Determine the design wind speed for the project location. Use the attachment method indicated for that windspeed within each roof zone. NOTE: ASCE 7-16 and FBC 2020 adopt a 7-zone concept. For the load tables below, the worst case was taken for each zone and reported using the . standard zones 1-2-3: Zone 1 includes zones 1.and 1' Zone 2 includes zones 2e, 2r, and 2n Zone 3 includes zones 3e and 3r 2604 Piper St Ste B Vero Beach FL 32609 (772) 584-2654 a— 011\ Z — � 2 i 2 13 a� 12 1 i 2 N 2 �3 a z,'' 1 ! 1 12 a i31 2 3 a a — HIP ROOF GABLE ROOF a at IV; OF LEAST HOIZONTAL DI IENSION OR 0:n, N1IICHEVER IS SMALLER. BUT NOT LESS THAN EITHER A^.OF LEAST HORIZONTAL DIMENSION OR 3FT 109%11 OR AS DETERMINED BY DESIGN OR OTHER APPUCABLE CODE ROOF ZONES FOR GENERIC BUILDING Combining these zones creates a clear, simple scheme, at the expense of some design efficiency. Contact the manufacturer for further information, or consult'a licensed design professional. Use this load table for structures which meet the following criteria: Are located in Exposure B area Have either a flat roof, or gable/hip roof with max slope of 450 Have a mean roof height of 30 feet or less Method A.: (1) #10 x 1" (min) fastener every other hole'(±10" o.c.) Method B: (1) #10 x 1" (min) fastener every hole (±5" o.c.) with self -adhering underlayment NR: Consult a design professional to assess the proposed installation Use this load table for structures which meet the following criteria: Are located in B, C, or D.exposure area Have either a flat roof, or gable/hip roof with max slope of 450 Have a mean roof height of 30 feet or less FL28813.1: 26 a UN1001 °° nail strip on 15132" l ®od FL28313.1: 26 " a ➢M100 1 °° nail strig on 15/32" piWf9od Mind 120 130 140 150 160 170 180 190 200 Wind 120 130 140 150 160 170 180 190 200 Zone 1: A A A A A A A A B Zone 1: A A N"s1Ry11 A A B 8MY Zone 2: A A A A A B B B z Zone 2: A B B N Nf1N 'Itjtl Zone 3: A A A A B B <� tR3 ING Zone 3:" B B Use this load table for structures which meet the following criteria: Are located in Exposure B area Have either a flat roof less than 70, hip roof with Use this load table for structures which meet the following criteria: Are located in B, C,. or D exposure area Have either a flat roof less than.70, hip roof with max slope of 450, or gable roof with slope between W and 450 max slope of 45°, or gable roof with slope between 200 and 450 Have a mean roof height of 30 feet or less Have a mean roof height of 30 feet or less FL28813.1: 26 a IM100 1°° nail strip on 15/32°° olvwood FL28813,1: 26 a 1M100 1°° nail stri on 15/32°° lbw®od Wind 120 130 140 150 160 170.180 190 200 Wind 120 130 140 150 160 .170 180 190 200 Zone 1: A A A A A A A A A Zone 1: A A A A A B B Ti '- Ys'I➢s Zone 2: A A A A A A 3 B B Zone 2: A Er 4 A B B B;`F� �t!F{,�T Zone 3: A A A A B B B jR t i+jlF Zone 3: A B B,' 1R'I,F NR��`:, R I{_i4ir"t FL28113.1 �:;,;; , ir; ��1'iZ`/.:�a; +%"ice. n Page 3