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ACCEPTANCE CRITERIA FOR PROPRIETARY ATTACHMENT SYSTEMS <br />OF PHOTOVOLTAIC (PV) ARRAYS TO ROOF ASSEMBLIES (AC467) <br /> <br /> Page 3 of 4 <br />2.1.4 Field Preparation: A description of the <br />methods of roof membrane preparation, field-cutting, <br />trimming or forming of the tie-down and cap and treatment <br />of cut edges, shall be included in the installation <br />instructions. <br />2.2 Testing Laboratories: Testing laboratories shall <br />comply with Section 2.0 of the ICC-ES Acceptance Criteria <br />for Test Reports (AC85) and Section 4.2 of the ICC-ES <br />Rules of Procedure for Evaluation Reports. <br />2.3 Test Reports: Test reports shall comply with AC85. <br />2.4 Product Sampling: Sampling of the proprietary <br />connector plates and fasteners, tie-downs and caps used <br />for tests under this criteria shall comply with Section 3.2 of <br />AC85. <br />2.5 Qualification Test Plan: A qualification test plan <br />shall be submitted to and approved by ICC-ES staff prior to <br />any testing being conducted. <br />3.0 TEST AND PERFORMANCE REQUIREMENTS <br />3.1 General: The capacity of the proprietary <br />attachment system to resist uplift and lateral loads shall be <br />evaluated in accordance with Section 3.2 , 3.3 and 3.4 of <br />this criteria. <br />3.2 Connection Capacities: The capacity of the <br />attachment system components to the roof assembly must <br />be determined in accordance with the applicable code <br />provisions. For connections that cannot be designed in <br />accordance with the code, the capacity of the connection <br />must be established by testing under this criteria section. <br />3.2.1 A test plan for each type of connection and for <br />each type of test to be performed on that connection shall <br />be created. The test plan shall be a complete document and <br />shall include: specimen configuration; test setup; drawings, <br />sketches, free body diagram (load path diagram); a <br />description of the test methods; load application rate; <br />sampling methodology; and the service limit states <br />associated with static displacement of the connection. <br />3.2.2 For all tests, the roof covering system used in <br />the test assemblies must be code-complying and <br />addressed in an ICC-ES evaluation report. <br />3.2.3 Test specimens shall consist of components <br />installed in accordance with the manufacturer’s installation <br />instructions. Consideration should also be given to the roof <br />covering system installation. For connections that rely on <br />the PV mounting system connected to the tie-down that is <br />heat welded to the roof membrane, the test assembly shall <br />include the PV mounting system component(s) or bracket <br />that connects to the tie-down, the tie-down and cap heat <br />welded to the roof membrane, roof membrane mechanical <br />attachment plate with the fastener attached to the roof deck. <br />For connections that rely on the connection of the PV <br />mounting system connected to the proprietary connector <br />plates which are mechanical fastened to the roof deck, the <br />test assembly must include the PV mounting system <br />component(s) or bracket that connects to the proprietary <br />connector plates with fasteners attached to the roof deck. If <br />evaluation of systems which include above the deck <br />insulation is sought, the test assembly must include foam <br />plastic insulation conforming to a nationally recognized <br />standard, an ICC-ES acceptance criteria, or an ICC-ES <br />evaluation report at the maximum thickness of insulation <br />desired. <br />3.2.4 The specimen shall be loaded such that the <br />load is applied with reference to the intended application of <br />the connection. <br />3.2.5 The load shall be applied at a maximum rate of <br />0.1 inch (2.5 mm) per minute or a constant rate of applied <br />load of 500 pounds (2 kN) per minute. The method and rate <br />of loading shall be reported with the test data. <br />3.2.6 The load measuring device shall be capable of <br />measuring the applied load to within ±1 percent and shall <br />be calibrated in accordance with ASTM E4. <br />3.2.7 As a minimum, a series of five identical tests <br />shall be performed for each load direction and connection <br />assembly configuration, provided the deviation of any <br />individual test result from the average values does not <br />exceed ±15 percent. If the deviation of any single test from <br />the average ultimate value exceeds ±15 percent, then the <br />lowest value shall be selected. <br />3.2.8 Load-deflection characteristics of the <br />connection shall be determined. Load-deflection curves <br />shall be developed which depict the relative movement <br />between the connected metal bracket and the point of <br />attachment to the roof assembly in the direction of the <br />applied load. <br />3.2.9 The allowable capacity of the attachment <br />system shall be based on: <br />3.2.9.1 The average ultimate load of the tested <br />assembly divided by a safety factor of five (5) when the <br />deviation of any individual test result from the average does <br />not exceed 15 percent. <br />3.2.9.2 The minimum recorded ultimate load of the <br />tested assembly divided by a safety factor of five (5) when <br />the deviation of any individual test result from the average <br />exceeds 15 percent. <br />3.3 Durability of Connection: <br />3.3.1 Metal Components: Metal components such <br />as plates, fasteners, etc. must be made from corrosion- <br />resistant metal. <br />3.3.2 TPO or PVC Caps and Tie-Downs: The caps <br />and tie-downs must be made from single-ply material <br />complying with ASTM D6878 (TPO) or ASTM D4434 (PVC) <br />which is addressed in an ICC-ES evaluation report. <br />3.3.3 Heat-Welded TPO or PVC Caps and Tie <br />Downs to TPO or PVC roof covering: The durability of the <br />heat-welded tie-down and cap to the roof membrane shall <br />be determined by conducting seam strength tests before <br />(control) and after heat aging. The retained seam strength <br />value shall not be less than 90 percent of the control value. <br />The following tests shall be conducted: <br />3.3.3.1 TPO material: The seam strength testing <br />must be conducted on five (5) control and five (5) aged <br />specimens in accordance with Section 7.12 of ASTM <br />D6878. Heat aging shall comply with Section 7.9 of ASTM <br />D6878-13. The seam of the test specimens must be made <br />by heat-welding the TPO material in a manner <br />representative of the roof membrane manufacturer’s <br />recommended practices. <br />3.3.3.2 PVC material: The seam strength testing <br />must be conducted on five (5) control and five (5) aged <br />1441 W 17th St - 101115926 & <br />20180369 <br />11/16/2023