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• <br /> Design Criteria <br /> Codes <br /> 2018 International Building Code <br /> ASCE 7-16 <br /> Seismic Analysis <br /> Ss: 1.18 Occupancy Category: II <br /> Si: 0.41 Seismic Soil Site Class: C <br /> Sds: 0.94 Seismic Design Category: D <br /> Sdi: 0.41 <br /> le: 1.25 <br /> R: 6.50 Light-Framed Walls Sheathed with Structural Panels <br /> Design Loads <br /> Snow Load Roof: 25 psf <br /> Dead Loads Mezzanine Floor Framing <br /> W2 Deck + 2 1/2" Conc. 42.3 psf <br /> Steel Framing 8.0 psf <br /> Mech./Elec. 1.0 psf <br /> Sprinklers 2.0 psf <br /> Misc. + Ceiling 6.7 psf <br /> Total: 60..0 psf— <br /> Deflection Criteria <br /> Roof Walls L/120 *flexible finishes Floor <br /> Live Load: L/240 L/240 "brittle finish Live Load: L/360 <br /> Total Load: L/180 L/240 "supporting glass Total Load: L/240 <br /> Quantum Consulting Engineers LLC <br /> 1511 Third Avenue, Suite 323 <br /> • Seattle, WA 98101 <br />