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_ Seismic Anchorage Calculations: f <br /> AUG r 1 <br /> 2017 <br /> ENVIRONMENTAL HEALTH <br /> DEPARTMENT <br /> PROJECT DESCRIPTION <br /> Used Anti Freeze Tank <br /> (40"dia x 56"tall) <br /> SEISMIC DESIGN CRITERIA -- <br /> Latitude: 38.117694 ° Reponse Spectra <br /> Longitude: -121.259071 ° S,: 0.74 g SFIs; 0.89 <br /> Risk Catergory: II S1: 0.30 g S111: 0.54 <br /> Importance Factor, 6: 1.50 (ASCE 7.10.Table 1.5.2.pg 41 Fa: 1.21 SDs: 0.60 <br /> Site Class: D F,: 1.80 SO 1: 0.36 <br /> Design Catergory: D (ASCE 7-10 Sec.11.6.pg 561 <br /> ANCHORAGE(Full Tank) <br /> Seismic Load,V: 549 Ib (ASCE 7-10 Eq 15.4-5.pg 1081 < 31801b OK ? <br /> Component Weight,Wp: 2045 Ib <br /> No.anchors: 2 at top&bottom thru wall,conservatively assume only two tota <br /> Anchor size: 0.375 in (strap w'3B'than e:all thru bolt&washer) <br /> Applied pullout force,T: 2045 Ib < 53001b OK 39 <br /> ANCHORAGE(Empty Tank) <br /> Seismic Load,V. 50 Ib (ASCE 7-10 Eq 15.4.5.pg 106) < 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 vc M"than vial]thru bolt&washer) <br /> Applied pullout force,T: 140 Ib < 53001b OK <br /> Sanborn Chevrolet Used Anti Freeze <br /> 7 <br />