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Free Body Diagram of Reverse-tilt Sub Array <br />Shear Reaction = (6 ft x 5.5 ft x 37.1 psf x sin 10) = 212.6 lbs <br />(Note: Angle between Roof and Panels is 10 degrees) <br />Allowable lateral Load at 5/16" diameter lag screw w/ 2.5" embedment <br />Allowable Load =200 lbs x 1.6 x 2 = 640 lbs > 212.6 lbs OK <br />Sht # 5.1 of 7 <br />2024-2923 Solar Journey Harbor Logistics Center October 7, 2024 <br />      Loyd W. Martin Professional Engineer, Inc.       <br />9924 Universal Boulevard #224-406 Orlando, FL 32819 Tel:1.310.464.1804 <br /> Email: loydwmartin@gmail.com www.loydwmartin.com <br />See plans for connection details. <br />3100 S Harbor Blvd <br />1/27/2025