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TSE <br />Arditbture • Engiamving • Planning <br />10110 N.E. 178Mt Str"t, Suit* 101 <br />Woodirmil•. WA •M072 • (425) Jai •6501 <br />SPECIFICATIONS <br />PROJECT: <br />CRANE DESIGN, INC. <br />" N. i93o <br />BY: ilYN�G7L. /0�.3E <br />DATE <br />DESIGN LOADING <br />WIND SPEED = <br />8G mph <br />EXPOSURE= 46 <br />SNOW = 2,57 <br />psf <br />SEISMIC ZONE = <br />3 <br />TYPE OF STRUCTURE = Primate Residence <br />=1l.•M• • <br />WIND: UBC METHOD 1 (NORMAL FORCE METHOD) <br />SEISMIC: UBC STATIC FORCE PROCEDURE <br />UNIFORM BUILDING CODE, 1997 Edition <br />L MM; <br />CITY Of' f!/6 QET7' <br />Structural Engineering additional <br />requirements or changes to Plans <br />are as shown on sheets 3 2 <br />through ,3 of these calculations <br />with Notes, Schedules & Details <br />per Drawing No. TSE-1.A T-5E-2 <br />C�roNA�rr'�'� <br />EXPIRES g,/ 20 / <br />ENGINEER'S SEAL IS FOR LATERAL LOAD <br />DESIGN DUE TO SEISMIC AND WIND FORCES <br />AND FOR GRAVITY LOAD DESIGN OF ALL <br />BEAMS. EXCEPTIONS: P Oti 5 <br />a <br />