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wow <br /> • • <br /> Design Criteria <br /> Code Summary <br /> Building Code: 2015 International Building Code <br /> Supplemental Code: 2010 ASCE 7 <br /> Risk Category: II Standard-Occupancy Building <br /> Seismic Loading: <br /> Ss: 1.3685 Sds: 0.9123 Ie: 1.00 Site Class: D <br /> Si: 0.5199 Sd1: 0.5199 R: 6.50 Seismic Design Category: D <br /> Cs: 0.1404 Ultimate <br /> Wind Loading: <br /> Vas: 110 mph Exposure Category: B <br /> Risk Category: II Kzt: 1.00 <br /> Deflection Criteria <br /> Root Floor Walls <br /> Live Load: I J 360 Live Load: L/480 Flexible Finishes: L/ 180 <br /> Total Load: L/240 Total Load: L/240 Brittle Finishes: L/360 <br /> Supporting Glass: L/ 240 <br /> Soil Properties: <br /> Allowable Vertical Bearing= 1500.0 psi' <br />