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By . I - <br /> HNLehtinen Date <br /> Engineering <br /> 4120 Hdyt Ave. Page No. i of <br /> Everett,WA.98203 <br /> (425).252,2373. <br /> PROJECT NAME 3709 PL I <br /> PROJECT NUMBER 2_0/40 <br /> LOCATION VillS\ati IN el-DO <br /> CLIENT j <br /> PA N a k <br /> , _..... <br /> DESIGN CRITERIA <br /> CODE .121C 20 i S <br /> LIVE LOADS A , <br /> FLOOR 1PPU <br /> SNOW 2 5__P5F <br /> WIND 1(C) MPH Fyft '' 6 <br /> ) , <br /> SEISMIC C. 7EG-10 f&X D / <br /> DEAD LOADS <br /> ROOF )5 PST,- .A.:.;,,-,7,-7-::-.--.1.., <br /> ,, „..,. . N K P',.•4 r•;i:4`:\/I/. <br /> FLOOR /CD_ P45 <br /> SOIL VALUES /500 <br /> v, <br /> BEARING PS/F- <br /> .. ,:rq,,,I.,..•... -nE-1::::',..:(1. 4-4/, <br /> LATERAL ki A <br /> ,,....4i <br /> CALC LAI ONS PP 0: ..D By: <br /> /w/k297=t_ DATE e')STRUCTULRA ONLY <br /> JURISDICTION <br /> . - <br /> ADDITIONAL STRUCTURAL ENGINEERING ENGINEER'S SEAL <br /> REQUIREMENTS OR CHANGES TO PLANS IS FOR LATERAL <br /> ARE AS SHOWN SHT. LOADS ONLY, <br /> • <br /> NOTES,SCHEDULES AND DETAILS PER SHT. UNLESS NOTED <br />• <br />