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Ilk . <br /> . b 150 (0-0<-3 ( <br /> HNLehtinen kit Sz. Date 6/16 AS <br /> Engineering <br /> 4120 Hoyt Ave. Page No. I of <br /> Everett, WA 98203 <br /> (425) 252-2313 <br /> PROJECT NAME y ,TCDD I fl p1\) <br /> PROJECT NUMBER ! 5 /ji.t <br /> LOCATION W 645 IN 6 T2J <br /> CLIENT Mt t L. <br /> DESIGN CRITERIA . <br /> CODE IBC 201 Z <br /> LIVE LOADS A ..., C <br /> FLOOR 41—k...) v$ <br /> .. SNOW 25. PS[ <br /> . WIND IQ MPH.PL!_ P.`. ( a / 6 - //(( <br /> SEISMIC CATEGORY D <br /> DEAD LOADS ' ,O*wast'/A,,�, k,y, . <br /> • ROOF 15 _ <br /> ti's-. ? J <br /> • /pp`` h <br /> y../ I/ <br /> FLOOR 10 . dy' .- <br /> 24624.i /A' <br /> SOIL VALUES °r "`{:I-sI '�-� , �vf- <br /> BEARING _20(70 PSF <br /> . If. 46,LATERAL NA <br /> CALC 4 . TION,. 'P VED BY: <br /> v J. 0971 DATE/1h1/` <br /> STRUCTURAL <br /> ONLY <br /> JURISDICTION <br /> ADDITIONAL STRUCTURALENGINEERING <br /> t NGINEER SS1 AL <br /> REQUIREMENTS OR CHANGES TO PLANS' IS FOR LATERAL <br /> ARE AS SHOWN SII1'. L DADS ONLY, <br /> NOTES, SCHEDULES AND I ETAILS PER SI-IT. UNLESS NOTED <br />