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' IV !I M I I Client Bogard Pascua Engineers, PS Sheet of <br /> Project Cascade High School Design by ii <br /> 728134th Street SW-Suite 200 Mechanical Unit Bracing Date 6-21-2023 <br /> Everett,Washington 98204 <br /> Ph: 425 741-3800 Checked by <br /> Fax: 425 741-3900 Project No. 262023.042 Date <br /> DEFLECTION AND CAMBER <br /> Beam Deflection Criteria <br /> Live Load L/360 <br /> Live Load if L/d>24 L/480 (1" max.) <br /> Superimposed Dead Load+ Live Load L/240 <br /> Superimposed Dead Load+Live Load if L/d>24 L/480 (1" max.) <br /> LIVE LOADS <br /> Roof Live Loads <br /> Snow Load 25 psf(non-reducible) <br /> DEAD LOADS <br /> Roof Dead Loads <br /> 5/8" Plywood with Wood Joists and Beams: <br /> 5/8"Ply with Wood Joists 17 psf <br /> Beams 3 psf <br /> Beam DL= 20 psf <br /> SEISMIC LOADS <br /> Seismic Design Category D <br /> Site Class D <br /> Short Period Acceleration Ss = 1.345g <br /> 1-second Period Acceleration S 1 = 0.477g <br />