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Home My WebLink AboutAPPROVED, INTEGRITY 5 V 2020 code versionBusiness sProfessional Regulation BCI5 Home 1 Log In .I User Registration _ Hot Topics , Submit Surcharge Stats @Facts Publications contact US I RCIS Site Map j Links I Search ��faf(1�3 Product Approval d r 'o,', USER: Public User Product Approval Menu > Product Qr Application Search > Application List > Application detail FL # FL29444-RI 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 Admin@integritymetaisfl.com Authorized Signature Joe Keene Admin@integritymetaisfi.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 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 Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code FL29444 R1 COI 032AI IMi plyw o .pdf Standard UL 580 Year 2006 Product Approval Method Method I Option D Date Submitted 07/29/2020 Date Validated 07/31/2020 Date Pending FBC Approval 08/05/2020 Date Approved 10/13/2020 Summary of Products FL # Model, Number or Name Description 29444.1 ; .01 032AI (nom) IM100 on 15/32" 0.032" aluminum (nom) IM100 IntegriLok on T 15/32" plywood ! plywood (min) 3 Limits of Use Installation Instructions Approved for use in HVHZ: No FL29444 R1 II 032AI IM100 plywood.pdf 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/-153.5 Evaluation Reports Other: -153.5 psf @ zL5" o.c. WITH adhesive -57.62 psf @ FL29444_ _R1 AE 032AI IM100 plywood,pdf t5" o.c. WITHOUT adhesive. Created by Independent Third Party: Yes 29444.2 .02 26ga (min) IM36 on plywood 26ga (min) IM36 on 15/32" plywood (min) - v installation Instructions Limits of Use Approved for use in HVHZ: No FL29444 R1 11 26ga IM36Ag_plywood.pdf 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/-78.5 Evaluation Reports Other:-78.Spsf @ 12" o.c. with 9"-9"-9"-9" fastener pattern FL29444 R1 AE-26g— Ia Ma6Ag plywocid.pcif 1 Created by Independent Third Party: Yes 29444.3 .03 26ga(min) IM450 on 15/32" 26ga(min) IM450 1.5" (nom) snaplock panel with 16" coverage plywood (max) on 15/32" plywood Limits of Use Installation Instructions Approved for use in HVHZ: No FL29444 R1 II 26ga IM450 plywood. pdf 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/-86 Evaluation Reports Other: -86 psf @ 12" o.c. using 3" clip with (2) fasteners FL29444 R1 AE 26ga IM450 plywood.pdf Created by Independent Third Party: Yes 29444.4 1 .04 26ga(min) IM5V on 15/32" 26ga(min) IM5V on 15/32" plywood (min) I plywood Limits of Use Installation Instructions I Approved for use in HVHZ: No FL29444 R1 II 26ga IM5V plywood pdf 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/-116 Evaluation Reports Other:-116psf @ 12" o.c. with 12"-12" fastener pattern FL29444 R1 AE-2QgD IM V plywood.Rdf Created by Independent Third Party: Yes 129444.5 .05 269a (min) IM36 on O5B i- 26ga (min) IM36 on 17/32" OSB (min) Limits of Use Installation Instructions Approved for use in HVHZ: No FL29444 R1 II 26ga IM36Ag osb.pdf i 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/-93.5 Evaluation Reports Other:-93.5psf @ 12" o.c. with 9"-9"-9"-9" fastener pattern ELZ9.4A4 R1 AE 26ga IM36Ag osb.pdf Created by Independent Third Party: Yes Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 856-487-1824 The State of Florida is an AA/EED employer. _ Qgyright 2007-2013 State of F€orida.:: Privacy Statement :: Accessibility Statement :: Retund 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 ofFlCe by phone or by traditional mail, If you have any questions, please contact 350.487.1395. '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, ES., please click b&Lq . Product Approval AcCepts_ ® _eCheck Credit Card Safe IM5V Panel 26ga (min) 24" wide 5V panel on 15132" plywood Florida Product Approval Number 29444.4 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 ID Manufacturer: Integrity Metals, LLC 12640 Piper Dr, Ste. B, Vero Beach, FL 32960 1 772-584-2654 I www,intregrit rymetalsfl.com Product: 1M5V is an exposed fastener 5V style panel with a 24" coverage, and nominal rib height of 7116." Material: This product is manufactured from 26ga (min) steel with corrosion resistance per FBC 1507.4.3. Fastener: #10 x 1-112" fastener with sealing washer, compliant with FBC 1506.6. Larger diameter and longer length fasteners are acceptable. Stainless steel fasteners may be used. Substrate/Deck: Minimum 15132" 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 and UL 1897-04 (revised 2008) standard by Intertek Testing (TST-1527), report 17226.03-450-44 R0. This test report is owned by Quality Metal Roof Fabricators, who has given written authorization for Integrity Metals to use this report. Max. Allowable Loads & Method A: 116psf I Install fasteners in 12-12" pattern (one fastener per rib), at 12" o.c. max. Installation Requirements: 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 PE Lic. No: 81377 CA Lie. No: 33344 www.timbertakecove.com www.1ntegrityMetalsFI.c0m 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 1504.3.2, as required by Rule 61 G20- 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. FL29444.4 www.lntegrityMetalsFl.com Page 2 iNTEGPITY METALS METAL ROOHNG 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- .0*6 OF LE/.ST ROIZONTAL OINEN53ON OR 0. We. WHIGiEYfR IS SMPLLER, BUT NUT ELSS TNAru EITHER ay OF LE 5T NOR20NTAL DIMENSION OR 3FT 10.9M) OR AS OETERMINEU 6Y DESIGN OR O'rNER APPLICb&LE 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. FASTENER PATTERN AT 12" O.C. #10 X 1-12" WOOD SCREW WI SEALING WASHER Use this load table 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 45' Have a mean roof height of 30 feet or less Method A: Install fasteners in 9- 12-12" pattern (one fastener per rib), at 12" o.c. max 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 gablelhip roof with max slope of 45' Have a mean roof height of 30 feet or less FL29444.4: 26 a IM5V on 15132" plywood FL29444.4: 26 a IM5V on 15132" Plywood Wind 120 130 140 150 160 170 180 190 200 Wind 120 130 140 150 160 170 1"0 190 200 Zone 1: A A A A A A A A A ,Zone 1: A A A A A A A Zone 2: A A A A A A A A Zone 2: A A A A Zone 3: A A A A A A A Zone 3: A A A Use this load table for structures which meet the following criteria: Use this load table for structures which meet the following criteria: Are located in Exposure B area Are located in B, C, or D exposure area Have either a flat roof less than 70, hip roof with Have either a flat roof less than 7°, hip roof with rnax slope of 45', or gable roof with slope between 20° and 451 max slope of 450, or gable roof with slope between 20' and 45' Have a mean roof height of 30 feet or less Have a mean roof height of 30 feet or less FL29444.4: 26 a IM5V on 15132" nlywood FL29444.4: 26 a IM5V on 15132" plywood 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 AAAA AAA Zone 2: A A A A A A A A A Zone 2: A A A A A Zone 3: A A A A A A A A Zone 3: A A A FL29444.4 www.IntegrityMetalsR.cor_?, Page 3