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ALong = 19.7   sf ATrans = 59.5  sf <br />FLong = 221  lbs FTrans = 667  lbs <br />Controlling Wind Force Fcontrol = 667  lbs <br />Seismic Design Force due to cabinet (Fp)(ASCE 7-16 Eq. 13.3-1) <br />Fp = <br />0.4 * ap * SDS * Wp <br />Rp <br />Ip <br /> * 1 + 2 * z <br />hc <br /> = 304.9 lbs <br />ap = 1 Component Amplification Factor (ASCE 7-16 Tbl 13.6-1) <br />Rp = 2.5 Component Response Modification Factor <br />Ip = 1.0 Component Importance Factor <br />Wp = P1 = 1850 lbs Weight of cabinet <br />z = 0  ft Height in structure of point of attachment with cabinet <br />hc = h1 = 5.25  ft Height of cabinet <br />FP,min = 0.3 * SDS * Ip * Wp = 571.7  lbs <br />Fp,max = 1.6 * SDS * Ip * Wp = 3048.8  lbs <br />V = 571.7  lbs Lateral Load due to Seismic on cabinet (Based on max/min Fp) <br />LOADCONTROL = Max V, Fcontrol = 667 lbs <br />See Attached Enercalc Printout for Switchboard Foundation Calculations <br />Use #6 bars (top & bottom) both ways @ 12" o.c. <br />Anchor Design: <br />* See attached computer generated Hilt specification documents. <br />Use (12) HILT 3/8" dia. Kwik Bolt TZ SS 304 anchors with minimum embedment of 2.5". <br />Project:Bristol EVCS By:MP Sheet No. <br />Location:2740 S Bristol St Date:05-18-2025 <br />Santa Ana, CA Chk'd:Job No. <br />Subject:EV Chargers Structural Calcs <br />Gasteiger Engineering, LLC <br />8549 Wilshire Blvd., Suite2029  <br />Beverly Hills, CA 90211 Date: <br />6