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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 (3/4" dia Simpson Strongbolt 2 w/ 5" embed) <br />Number of bolts/screws required = <br />Use 3/4" dia Simpson Strongbolt 2 w/ 5" embed at 16" o.c. <br />Sliding = lbs <br />Capacity of bolts/screws = lbs (3/4" dia Simpson Strongbolt 2 w/ 5" embed) <br />Number of bolts/screws required = <br />Use 3/4" dia Simpson Strongbolt 2 w/ 5" embed at 16" o.c. <br />Wind Design not required as Seismic Load governs by inspection. <br />7.7 <br />20162.7 <br />4500.0 <br />4.5 <br />197.0 <br />107534.4 <br />20162.7 <br />34825.1 <br />4500.0 <br />lbs Eq. 13.3-1 <br />1.042 <br />43000 93.0 <br />72.5 <br />Date: 6/27/25 Page: <br />Fp = 0.4SDSIpWp [ ] =13786 <br />Project : 1334 N. Santiago St (Mini-bulk Storage) <br />Project No: 25101 CALCS/SKETCHES <br />By: JL Checked: <br />1