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<br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br />Very truly yours, <br /> <br /> <br />Scott E. Wyssling, PE <br />California License No. 83664 <br />Page 2 of 2 <br />D.Solar Panel Anchorage <br />1.The solar panels shall be mounted in accordance with the most recent EcoFasten Solar installation <br />manual. If during solar panel installation, the roof framing members appear unstable or deflect non- <br />uniformly, our office should be notified before proceeding with the installation. <br />2.The maximum allowable withdrawal force for a 5/16” lag screw is 235 lbs per inch of penetration as <br />identified in the National Design Standards (NDS) of timber construction specifications.Based on <br />a minimum penetration depth of 2½”,the allowable capacity per connection is greater than the <br />design withdrawal force (demand). Considering the variable factors for the existing roof framing <br />and installation tolerances, the connection using one 5/16” diameter lag screw with a minimum of <br />2½” embedment will be adequate and will include a sufficient factor of safety. <br />3.Considering the wind speed, roof slopes, size and spacing of framing members, and condition of <br />the roof, the panel supports shall be placed no greater than 48”on centers. <br />4.Panel supports connections shall be staggered to distribute load to adjacent framing members. <br />Based on the above evaluation, this office certifies that with the racking and mounting specified,the existing <br />roof system will adequately support the additional loading imposed by the solar system. This evaluation is in <br />conformance with the 2019 California Building Code, current industry standards, and is based on information <br />supplied to us at the time of this report. <br />Should you have any questions regarding the above or if you require further information do not hesitate to <br />contact me. <br />3125 S Center St <br />11/09/22