Laserfiche WebLink
/1=IIM NMI SHUTLER <br /> Mall_ CONSULTING JOB BAYWOOD INDUSTRIAL <br /> Wry WM ENGINEERS,Inc. SHEET NO. COVER OF <br /> CALCULATED BY CT DATE 10/28/2020 <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 /> STRUCTURAL CALCULATIO► � .% <br /> BAYWOOD INDUSTRIAL <br /> 200 W MARINE VIEW DRIV 3 "�. <br /> EVERETT, WA 98201 ��Q ,� • �� C, F,gQ <br /> Cgi <br /> PROPOSED BY: 44- IF. <br /> - 3I757 <br /> LATITUDE DEVELOPMENT,LLC `'�4'�btv�►t. �; <br /> 1801 W VALLEY HYY N,#101 <br /> AUBURN,WA 98001 <br /> (253) 394-5101 <br /> ARCHITECT: e. <br /> NELSON ARCHITECTURE <br /> 1200 FIFTH AVE., SUITE 1300 <br /> SEATTLE,WA 98101 <br /> (206)408-8500 <br /> DESIGN CRITERIA: <br /> CODE INTERNATIONAL BUILDING CODE,2015 EDITION <br /> ROOF LIVE LOAD 25 PSF SNOW LOAD,Is= 1.0 <br /> WIND LOAD 110 MPH ZONE,EXPOSURE "C",Iw= 1.0 <br /> SEISMIC ZONE SITE CLASS 'D', SDS=0.836, SDI =0.486,IE= 1.0 <br /> DESIGN CATEGORY'D',R=5.0,no=2.0 <br /> SPECIAL REINFORCED CONCRETE SHEAR WALLS <br /> AND STEEL SPECIAL CONCENTRICALLY BRACED <br /> FRAMES <br /> FOUNDATION DESIGN PER REPORT#T-8221 BY TERRA ASSOCIATES,INC., DATED <br /> OCTOBER 16TH, 2020. ALLOWABLE SOIL BEARING IS 2500 PSF. ALL FOUNDATION <br /> WORK TO BE IN ACCORDANCE WITH THIS REPORT. <br />