Laserfiche WebLink
411=1e SHUTLER <br /> si <br /> CONSULTING JOB BP EVERETT C <br /> I ENGINEERS,Inc. SHEET NO. COVER OF <br /> CALCULATED BY NP DATE 9-8-22 <br /> 12503 Bel-Red Road,Suite 100 CHECKED BY JCH DATE <br /> Bellevue,Washington 98005 SCALE <br /> (425)450-4075 JOB NUMBER 22-30 <br /> REVISED STRUCTURAL CALCULATIONS FOR: <br /> BRIDGE POINT EVERETT 500 BUILDING C <br /> 5900 36TH AVE WEST <br /> EVERETT, WA 98203 <br /> G. H EqO <br /> �� 4F w A Sk�y� <br /> tt <br /> N 4 <br /> ARCHITECT: • 9oc 31757 �` �� <br /> ,�? °A1 E�\ ' <br /> SYNTHESIS PLLC L <br /> 12503 BEL-RED ROAD, SUITE 100 <br /> BELLEVUE, WA 98005 <br /> (425) 646-1818 <br /> DESIGN CRITERIA: <br /> CODE INTERNATIONAL BUILDING CODE,2018 EDITION <br /> WIND LOAD 95 MPH WIND ZONE,EXPOSURE `B' <br /> SEISMIC DESIGN INFORMATION: <br /> Ss= 1.388 Sds= 1.11 <br /> S 1 =0.493 Shc =0.493 <br /> Cs=0.222 Ie = 1.0 <br /> R=5.0 0o=2.0 <br /> SITE SOIL CLASS `C' <br /> SEISMIC DESIGN CATEGORY `D' <br /> FOUNDATION DESIGN PER GEOTECHNICAL REPORT#ES-4011.05 DATED DECEMBER <br /> 13, 2016,BY EARTH SOLUTIONS NW,LLC. DESIGN CRITERIA INDICATED IN THE <br /> GEOTECHNICAL REPORT ARE AS FOLLOWS: . <br /> ALLOWABLE SOIL BEARING CAPACITY . 3,000 PSF <br /> PASSIVE SOIL RESISTANCE 300 PCF <br /> ACTIVE SOIL PRESSURE ... 35 PCF <br /> COEFFICIENT OF FRICTION 0.4 <br />