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I <br /> MMIll -- SHUTLER <br /> I _MI-CONSULTING JOB BAYWOOD INDUSTRIAL <br /> ===ENGINEERS,Inc. SHEET NO. COVER OF <br /> CALCULATED BY CT _ DATE 3110/2021 <br /> I <br /> 12503 Bel-Red Road,Suite 100 CHECKED BY DATE <br /> { Bellevue,Washington 98005 SCALE <br /> (425)450-4075 FAX(425)450-4076 JOB NUMBER 20-33 <br /> I STRUCTURAL CALCULATIONS FOR: <br /> BAYWOOD INDUSTRIAL <br /> I200 W MARINE VIEW DRIVE <br /> EVERETT,WA 98201 <br /> G• W q0 ;f <br /> I E-+ '+ ov wAslit <br /> / n n O .s. <br /> PROPOSED BY: �1 :s `� + "is? <br /> • <br /> 1 <br /> cc:', W. i �", <br /> 4 <br /> LATITUDE DEVELOPMENT,LLC -a ,►p: ,t 31757 <br /> o q CAI.0yG " <br /> 1801 W VALLEY HYY N,#101 4 <br /> fsr _ fitvA1.'���. <br /> I AUBURN,WA 98001 ® E <br /> (253)394-5101 �,, a� 1(� l <br /> �a <br /> U <br /> ARCHITECT: RECELIVE"-s1 <br /> NELSON ARCHITECTURE <br /> 1200 FIFTH AVE., SUITE 1300 MAI 1 5 2021 2 <br /> I SEATTLE,WA 98101 <br /> (206)408-8500 CITY OF EVERETT <br /> Permit Services <br /> I <br /> DESIGN CRITERIA: <br /> I <br /> CODE INTERNATIONAL BUILDING CODE,2015 EDITION <br /> ROOF LIVE LOAD . 25 PSF SNOW LOAD,Is=1.0 <br /> IWIND LOAD 110 MPH ZONE,EXPOSURE "C",Iw= 1.0 <br /> SEISMIC ZONE SI1'E CLASS 'D', SDs=0.836, SDI=0.486,Is= 1.0 <br /> DESIGN CATEGORY'D',R=5.0,S2o=2.0 <br /> I SPECIAL REINFORCED CONCRETE SHEAR WALLS <br /> AND STEEL SPECIAL CONCENTRICALLY BRACED <br /> FRAMES <br /> IFOUNDATION DESIGN PER REPORT#T-8221 BY TERRA ASSOCIATES,INC.,DATED <br /> OCTOBER 16TH,2020.ALLOWABLE SOIL BEARING IS 2500 PSF.ALL FOUNDATION <br /> 1 WORK TO BE IN ACCORDANCE WITH THIS REPORT. <br /> I <br /> I <br />