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Seismic Anchorage Calculations: <br /> AUG o3 2017 Lj <br /> ENVIRONMENTAL HEALTH <br /> DEPARTMENT <br /> AMRJPTION <br /> Used Anti Vreeze I ank <br /> (40"dia x 56"tall) <br /> Latitude: 38.117694* Reponse Spectra <br /> Longitude: -121-259071 * S,: 0.74 g Skis: 0.89 <br /> Risk Catergory: 11 SI: 0.30 g Sm 1: 0.54 <br /> Importance Factor,6: 1.50 (ASCE 7-10.Table 1.5-2.pg 4] F.: 1.21 SDs: 0.60 <br /> Site Class: D F,: 1.80 SDI: 0.36 <br /> Design Catergory: D (ASCE 7-10 Sec.11.6.pg 581 <br /> ANCHORAGE(Full Tank) AM I <br /> Seismic Load,V: 549 lb [ASCE 7-10 Eq 15.45 pg 1061 < 31801b OK <br /> Component Weight,Wp: 20451b <br /> No.anchors: 2 at top&bottom thru wall,conservatively assume only two tota <br /> Anchor size: 0.375 in [strap w 18"than wall thru bolt&washer] <br /> Applied pullout force.T: 2045 lb < 53001b OK <br /> ANCHORAGE(Empty Tank) <br /> Seismic Load,V 50 lb < 31801b OK <br /> Component Weight,Wp: 1401b <br /> No.anchors: 2 at top&bottom thru wall,conservatively assume only two tota <br /> Anchor size: 0.375 in [strap w 38'than wall thru bolt&washer] <br /> Applied pullout force,T: 1401b < 53001b OK <br /> Sanborn Chevrolet Used Anti Freeze <br /> 7 <br />