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Home My WebLink AboutStanding Seam 7th Ed(1) IM100 IntegriLok 26 gauge (min) 16" wide nail strip panel over 15/32" plywood Florida Product Approval Number 28113.1 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 1 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 17726.05-450-44 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 I Install fasteners every other hole (±10" o.c.). Installation Requirements: Method B: 108.5psf 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 "Noll�� o i'//i,/� Timberlake Cove, LLC 3324 W Univ. Ave # 206, Gainesville FL 32607 PE Lic. No: 81377 '•. CA Lic. No: 33344 81377 = www.timberlakecove.com % 0• ! STATE OFF ��'s`S��NAL E�G��\ www.integrityMetalsFI.com Page 1 INTEGRITY 2604 Piper St Ste B METALS Vero Beach FL 32609 METAL ROOFING MADE HERE (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 ANW 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 INT ,�= t 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 www.integrityMetaisFI.com Page 2 INTEGRITY 2604 Piper St Ste B METALS Vero Beach FL 32609 METAL ROOFING MADE HERE (772) 584-2654 Design Load Tables: 2 2 3 Select the appropriate load table that applies to the structure in question. 2 1 1 2 Determine the design wind speed for the project 2 _} location. 2 1 2 2 3 a 2 2 3 a Use the attachment method indicated for that Y4/2 windspeed within each roof zone. 1 2 NOTE: ASCE 7-16 and FBC 2020 adopt a 7-zone a 3 2 3 a concept. For the load tables below, the worst case was taken for each zone and reported using the a HIP ROOF GABLE ROOF a standard zones 1-2-3: a:10 o OF LEAST HOIZONTAL DIMENSION OR 0.4h,WHICHEVER IS SMALLER,BUT NOT LESS THAN EITHER 4 h OF LEAST HORIZONTAL DIMENSION OR 3FT(0.9M). Zone 1 includes zones 1 and 1' OR AS DETERMINED BY DESIGN OR OTHER APPLICABLE CODE. Zone 2 includes zones 2e, 2r, and 2n ROOF ZONES FOR GENERIC BUILDING 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 o hole (±10" o.c.) t5 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: 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,or gable/hip roof with max slope of 45' Have either a flat roof,or gable/hip roof with max slope of 45° 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" Plywood FL28813.1: 26 a IM100 1" nail strip on 15/32" Plvwood 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 B Zone 1: A A A A B B Zone 2: A A A A A B B B Zone 2: A B B NI �1R NR NR NR NR Zone 3: A A A A B B R NR NR Zone 3: B B kNR NR NR NR NR NR NR 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 7°,hip roof with Have either a flat roof less than 7°, hip roof with max slope of 45°,or gable roof with slope between 20'and 450 max slope of 45°,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 FL28813.1: 26 a IM100 1" nail strip on 15/32" Plywood FL28813.1: 26 a IM100 1" nail strip on 15/32" Plvwood 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 Zone 2: A A A A A A B B B Zone 2: A A B B B R NR NR N Zone 3: A A A A B B B Zone 3: A B B NR NR NR NR FL28113.1 www.integritVMetalsFI.com Page 3