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Home My WebLink AboutPRODUCT APPROVAL METAL ROOF81<2/2021 Florida Building Code Online wl rida pr x,at�i�i--. ,ofessional Regulation Home Log Tn I user Registration I Hot Topics Submit Surcharge $tests !S; Facts Publications ), Contact Us UCIS Site Map; I Links I Search .I j L Product Approval USER: Public User f Ic�t APP -Menu > Product or Ap liS tion Search > Appti ion List > Application Detail # FL29444-RI plication Type Revision de Version 2020 plication Status Approved uct Manufacturer ess/Phone/Email uthorized Signature nicai Representative ess/Phone/Email uality Assurance Representative Jdress/Phone/Email Integrity Metals LLC 2604 B Piper Drive Vero Beach, FL 32960 (772)584-2654 Ad m i n @ 1 nteg ritym eta lsfl . cam Joe Keene Admin@ integritymetalsfl, com ri �5YY9 y s✓ Itegory Roofing Ibcategory Metal Roofing Impliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received )rida Engineer or Architect Name who developed the David Eng aluation Report )rida License PE-81377 lality Assurance Entity PRI Construction Materials Technologies, LLC lality Assurance Contract Expiration Date 05/25/2023 Iidated By James R Wally, PE Validation Checklist - Hardcopy Received rtificate of Independence FL29444 R1 _COI 032AJ IM100 ,p!Ywond•pdf Ferenced Standard and Year (of Standard) Standard UL 580 uivalence of Product Standards rtified By ns from the Code Year 2006 https://floridabu ct Approval Method Method I Option D app_dt#.aspx?garam=wGEVXQwtDgvTnWPlazlv9GjD7uoUUMLr4mncMYBnSpHVKds7DIEFkg%3d%3d 1/3 8/2/2021 Florida Building Cade Online ate Submitted Date Validated Date Pending FBC Approval Date Approved Date Revised Pummary of Products 07/29/2020 07/31/2020 08/05/2020 10/13/2020 06/09/2021 FL # Model, Number or Name Description 29444LI .O1 032AI (nom) IM100 on 15/32" plywocd 0.032" aluminum (nom) IM100 IntegriLok on 15/32" plywood (min) Limits of Use Installation Instructions Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +N/A/-153.5 Other: -153.5 psf @ t5" o.c. WITH adhesive -57.62 psf @ +5" o.c. WITHOUT adhesive. FL29444 R1 II 032AI IM100 p(ywood.pd€ Verified By: David Eng, PE 81377 Created by Independent Third Party: Yes Evaluation Reports FL29444 RI AE 032AI IM100 plywood.pdf Created by Independent Third Party: Yes 29444.2 02 26ga (min) IM36 on plywood 26ga (min) IM36 on 15/32" plywood (min) Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +N/A/-78.5 Other:-78.5psf @ 12" o.c, with 9"-9"-9" 9" fastener pattern Installation Instructions FL29444 R1 II 2 ga IM36Ag_plyygod.pdf Verified By: David Frig, PE 81377 Created by Independent Third Party: Yes Evaluation Reports FLZ2444 RI AE 26gajM3EAg_plywood.p f Created by Independent Third Party: Yes 29444.3 .03 26ga(min) IM450 on 15/32" plywood 26ga(min) IM450 1.5" (nom) snaplock panel with 16" coverage (max) on 15/32" plywood Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +N/A/-86 Other: -66 psf @ 12" o.c. using 3" clip with (2) fasteners Installation Instructions FL29444 R1 11 26ga IM450 olywo pdf Verified By: David Eng, PE 81377 Created by Independent Third Party: Yes Evaluation Reports FL29444 RI AE _L6gA_jM4$D_pjywopj.pdf Created by Independent Third Party: Yes 9444.4 04 26ga(min) IM5V on 15/32" plywood 26ga(min) IM5V on 15/32" plywood (min) Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +N/A/-116 Other:-116psf @ 12" o.c. with 12"-12" fastener pattern Installation Instructions FL29444 R1 1I 26ga IM V piywood,pdf Verified By: David Eng, PE 81377 Created by Independent Third Party: Yes Evaluation Reports FL29444 R1 AE 26ga IM5V &l L%ood.pdf Created by Independent Third Party: Yes 9444,5 .05 26ga (min) IM36 on OSB 269a (min) IM36 on 17/32" OSB (min) Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure. +N/A/-93.5 Other:-93.5psf @ 12" o.c. with 9"-9"-9"-9" fastener pattern Installation Instructions FL29444 RI II 26gaa IM36Ag os .pdd Verified By: David Eng, PE 81377 Created by Independent Third Party: Yes Evaluation Reports FL29444 R1 AE 26ga IM36Ag osb.pdf Created by Independent Third Party: Yes Back Next Contact Us :: 26U1 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEC empfoyer. Copes ht 2007-2Q13 State of Florida.:: Prime Statement :: Accessibility Statement :: Refund Statement ler Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -retards request, do not send electronic 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), da 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 Tided 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 ide the Department with ar 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: ® 2Chsck https://florid abuiIding.orglgrip r app dti.aspx?param=wGEVXQwtDgvTnWPlazlv9Gj D7u0UuMLr4mncMYBnSpHVKds7DIEFkg%3d%3d 213 8/2/2021 Florida Building Code Online Credit Cares Safe https://floridabuilding.org/Orlpr_app_dtl.aspx?param=wGEVXQwtDgvTnWPIazlvgGj1)7uOUuMLr4mrcMYBnSpHVKds7DIEFkg°/Q3d°/43d 3113 INTEGRITY METALS Architect I M 5VC 26 gauge (mi 15/32" plywc Product Descriptic iral Fabrication n) 24" wide exposed fastener 5V panel over ode n: Exposed fastener 5V style panel with 24" coverage, and nominal rib height of 7/16" Product Material: 26ga (min) steel, Corrosion resistance per FBC 1507.4.3 where required. Fastener: #10x 1-1/2 lastenerwith sealing washer. Larger diameter and longer length fasteners are acceptable. Stainless fasteners are acce table. Comptiant with FBC 1506.6 where required. Substrate/Deck:1 132" (min) plywood or 3/4' (min) thick wood plank (min S.G. of 0.42). Max. Allowable Lo4ds & Installation Requirements: Method A:116 ps#ps# 11 Install fasteners 0 ) per rib at 12" o.c. max Factor of Safety of k applied to calculate allowable toads. Evaluated By: Davi 1317 Edgewater D PE Lic, No: 81377 METHOD A: 12" O,C. 12" (NOM)- — - r -- -12" (NOM)--..— — - Eng, PE I Timberlake Cove, LLC Ste 2339 I Orlando FL CA Lic, No: 33344 www.TimberLakeC$ve.com Digitally signed by David E Erg nT Coact Wo: tlavid.rsglimberlakecove,com �.i 0a1e:2021-06,0816:38:30-04'04' This item has been digitaily signed and sealed by D E. Eng; PE, on the date indicated Printed copies of thls dnCUMCnt are not considered signed and sealed and the signature must be verified on any electronic copies ,`,lllll!!Jl�fF' \'D ' E. d• ,IGEAlsIP ` No.81377 —_ 0STATE OF z1j� t Compliance Stateme t: This product as descr bed has demonstrated compliance with Florida Building Code 2020,1504.3.2 (non-HUHZ) as required by FL Rule 61 G20-3, method 10 subject to the exclusions/limitations noted below. Underlayment: Comp y with local building code or FBC 1507.1.1 where required. Slope: Comply with [c cal building code or FBC 1507.4.2 where required. Re -Roofing: This pan l maybe installed over a single layer of existing shingles as permitted by local building code or FBC 1511, provided the existing roof meets the conditions required by the applicable code. 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 projE ct owner and the installer. Technical Documenta ion: This product has been tested to the foltowing standards by Intertek Testing (TST 1527). • UL580IUL18 7: report 17226.03-450-44 (used with permission) Design Process: Compare the maximum allowable loads on page 1 to the ASD uplift pressures for the project to determine sufficiency and installation requirements. Alternatively, as an option, the load tables in this report provides one prescriptive option for the fastening requirement for the applicable wind toads 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 and is not subject to across -win 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. Certification of Indepen ence: David Eng, PE and TimbE rlake Cove, LLC do not have, nor will they acquire a financial interest in any company manufacturing or distributing products under this evaluation. Tf e same entities do not have, nor will they acquire, a financiat interest in any other entity involved in the approval or testing process of the product. Exclusions and Limitatio s: Design of deck and roof structuFe (to include deck attachment) shall be completed by others. Fire classification and shear diaphragm design are outside the scope of this evaluation. Accelerated weathering/salt spray is outside the scope of this evaluation. Static water leakage is outside the scope of this evaluation. This report is limited to c mpHance with structural wind load requirements of FBC 1504.3.2, as required by Rule 61 G20-3. Neither Timberlake Cove nor the inanufacturer shalt 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 61520-3, and makes no express or implied warranty regarding performance of this product. Use this load tab e for structures which meet the following criteria: Are located in Exposure B area Have either a flat roof, or gablelhip roof with max slope of 450 Have a mean roo f height of 30 fleet or less FL294 .4: 26cia IM5VC on 15132" Dimood Wind 120 130 140 160 160 170 180 190 200 Zone 1 A A A A A A A A A Zone 2 A A A A A A A A Zone 3 A A A A A A A Use this load tabl a for structures which meet the following criteria - Are located in Exposure B area Have either a flat roof less than 7*, hip roof with max slope of 45', or gable roof with slope between 20' and 451 Have a mean roo height of 30 feet or less FL294 -4: 26ga I1MVC on 15t32" plywood Wind 120 130 140 150 160 170 180 190 200 Zone 1: A A A A A A A A A Zone 2: A A A A A A A A A Zone 3: A A A A A A A A Use this load table for structures which meet the following criteria - Are located in B, I., or D exposure area Have either a flat roof, or gablelhip roof with rrex slope of 45° Have a mean roof height of 30 feet or less FL2 .4: 26 a 11MVC on 15132" ood Wind 120 130 140 150 160 170 180 190 200 Zone 1: A A A A A A A Zone 2: A A A A Zone 3: A A A for structures which meet the following criteria: Use this load tablE Are located in B, , or D exposure area Have either a flat roof less than 7°, hip roof with max slope of 45' or gable roof with slope between 20' and 45' Have a mean roof height of 30 feet or less FL29444.4. 26 a IMSVC on 15132" plywood Wind 120 130 140 150 160 170 180 190 200 Zone 1: A A A A A A A A Zone 2: A AAA A Zone 3., A A A OPTIONAL ENGINEERING LOAD TABLES Instructions: Setect the appropriate load table that applies to the structure in question. Determine the design wind speed forthe project location. llsethe attachment method indicated forthatwindspeod within each roof zone. NOTE: ASCE 7-16 and FBC 2020 adopt a 7-zone concept. Far 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 Combining these zones creates a clear, simple scheme, at the expense of some design efficiency. Contact the manufacturer for further information, or consult a ticansed design professional. Application: There are conservative assumptions used in combining scenarios for these load tables for cases when the required design load is unknown. The maximum allowable loads forthis product are shown on page 1 of this approval, If the required allowable design loads are known, and the required design loads are less than the allowable load of the product, then the product is sufficient for use, and these optional load tables can be i pored. If the required design loads are NOT known, then the appropriate load table here may be used. These optionat load tables are subordinate to the max allowable loads shown on page 1 (they are merely one conservative application of those loads). In no case shalt these load tables be interpreted to restrict the application of this product more than the max allowable loads shown on page 1. The max allowable loads shown on page T are the controlling design data for thisproduct; NOT these optional load tables. i a a: 1D%OF LEAST HOIZONTAL DIMENSION OR d 4l,. WHICHEVER IS SMALLER, BUTNUT LESS THAN EITHER 4'p OF;EAST HORIZONTAL DIMENSION OR ]FT (0.RM). OF AS DETERMINED SY DF$IGN OR OTHER APPLICAS�E CODE. ROOF -ZONES FOR GENERIC BUILDING