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Per ASCE 7-22 13.3.1 Seismic Demands on Nonstructural Components <br />HfCAR <br />RμRpo <br />Ip =1.5 <br />SDS = <br />Wp =lbs Fp H = inches <br />Rμ =1.3 (Eq. 13.3-6) H W = inches <br />Rpo =1.5 (Table 13.5/6-1) L = inches <br />z/h =0.0 <br />Hf =1.0 (Eq. 13.3-5) <br />CAR =1.0 (Table 13.5/6-1) W or L <br />Ωop =2.0 <br />Fp < 1.6 SDSIpWp = lbs Eq. 13.3-2 <br />Fp > 0.3 SDSIpWp = lbs Eq. 13.3-3 <br />Overturning Load = Fp x (H/2) x Ωop / (shorter dimension between W and L) + 0.2 Sds Wp <br />ft-lbs <br />Capacity of bolts/screws = lbs (1/2" dia Simpson Strongbolt 2 w/ 3.375" embed) <br />Number of bolts/screws required = <br />Use 2-1/2" dia Simpson Strongbolt 2 w/ 3.375" embed <br />Sliding = lbs <br />Capacity of bolts/screws = lbs (1/2" dia Simpson Strongbolt 2 <br />Number of bolts/screws required = w/ 3.375" embed) <br />Use 2-1/2" dia Simpson Strongbolt 2 w/ 3.375" embed <br />Wind Design not required as Seismic Load governs by inspection. <br />Fp = <br />3500 <br />1.042 <br />[ ]0.4SDSIpWp <br />CALCS/SKETCHES <br />By: JL Checked: <br />Project : 1334 N. Santiago St (Dispenser) <br />Project No: 25101 <br />Date: 6/27/25 Page: <br />1641.2 <br />1000.0 <br />1.6 <br />18.0 <br />Eq. 13.3-1lbs <br />8752.8 <br />1641.2 <br />52.0 <br />19.5 <br />5470.5 <br />3000.0 <br />1.8 <br />=1122.2 <br />1