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Home My WebLink AboutAPPROVED, IM100 IntegrilLok NOA www.IntegrityMetalsFl.com Page 1 Compliance statement: This product as described has demonstrated compliance with Florida Building Code 2020, Section 1504.3.2, as required by Rule 61G20-3, method 1D Manufacturer: Integrity Metals, LLC | 2640 Piper Dr, Ste. B, Vero Beach, FL 32960 | 772-584-2654 | www.intregritymetalsfl.com 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 I7726.05-450-44 R0. 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 R0. Max. Allowable Loads & Method A: 78.5psf | Install fasteners every other hole (±10” o.c.). Installation Requirements: Method B: 108.5psf | 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 PE Lic. No: 81377 CA Lic. No: 33344 www.timberlakecove.com IM100 IntegriLok 26 gauge (min) 16” wide nail strip panel over 15/32” plywood Florida Product Approval Number 28113.1 2604 Piper St Ste B Vero Beach FL 32609 (772) 584-2654 FL28113.1 www.IntegrityMetalsFl.com Page 2 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 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 61G20-3, 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. 2604 Piper St Ste B Vero Beach FL 32609 (772) 584-2654 FL28113.1 www.IntegrityMetalsFl.com Page 3 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 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. 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 Exposure B area Have either a flat roof, or gable/hip roof with max slope of 45° Have a mean roof height of 30 feet or less Wind 120 130 140 150 160 170 180 190 200 Zone 1:A A A A A A A A B Zone 2:A A A A A B B B NR Zone 3:A A A A B B NR NR NR Use this load table 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 45° Have a mean roof height of 30 feet or less 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 B B B Zone 3:A A A A B B B NR NR FL28813.1: 26ga IM100 1" nail strip on 15/32" plywood FL28813.1: 26ga IM100 1" nail strip on 15/32" plywood 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 45° Have a mean roof height of 30 feet or less Wind 120 130 140 150 160 170 180 190 200 Zone 1:A A A A B B NR NR NR Zone 2:A B B NR NR NR NR NR NR Zone 3:B B NR NR NR NR NR NR NR 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 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 Wind 120 130 140 150 160 170 180 190 200 Zone 1:A A A A A B B NR NR Zone 2:A A B B B NR NR NR NR Zone 3:A B B NR NR NR NR NR NR FL28813.1: 26ga IM100 1" nail strip on 15/32" plywood FL28813.1: 26ga IM100 1" nail strip on 15/32" plywood