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QUANTUM I CONSULTING ENGINEERS <br /> STRUCTURAL DESIGN CRITERIA <br /> NEWLAND WAREHOUSE ADDITION <br /> 3302 MCDOUGALL AVE. <br /> EVERETT,WA <br /> QUANTUM JOB NUMBER: 19231.02 <br /> CODE CRITERIA: <br /> BUILDING CODE 2015 INTERNATIONAL BUILDING CODE <br /> BUILDING DEPARTMENT CITY OF EVERETT <br /> WIND CRITERIA . 110 MPH;EXPOSURE"B" <br /> RISK CATEGORY=II <br /> Kzr= 1.00 <br /> SEISMIC ZONE SDC=D <br /> SITE CLASS="D" <br /> R=6.5 <br /> r IE= 1.0 <br /> Ss=1.362, Si =0.518 <br /> Sos=0.908,Sol =0.518 <br /> SNOW LOAD 25 PSF <br /> PHOTOVOLTAIC SOLAR PV PANELS LOAD 5 <br /> PSF <br /> MEZZANINE STORAGE LIVE LOAD 125 PSF <br /> SOILS CRITERIA: <br /> ALLOWABLE BEARING PRESSURE 1500 PSF <br /> MINIMUM FOOTING WIDTH CONTINUOUS: 18"MIN., ISOLATED: 24"MIN. <br /> FROST DEPTH 18"MIN. <br /> ACTIVE PRESSURE 35 PCF <br /> SEISMIC SURCHARGE 6H PSF <br /> TRAFFIC SURCHARGE 70 PSF <br /> PASSIVE SOIL PRESSURE 300 PCF <br /> COEFFICIENT OF FRICTION 0.35 <br /> { <br /> MATERIALS CRITERIA: <br /> CONCRETE(28 DAY STRENGTH): <br /> FOUNDATION fc=3,000 PSI <br /> EXTERIOR S.O.G fc=4,500 PSI <br /> INTERIOR S.O.G fc=3,000 PSI <br /> REINFORCING STEEL: <br /> GRADE 40 Fy=40,000 PSI <br /> GRADE 60 Fy=60,000 PSI <br /> MASONRY:(HOLLOW CMU-GRADE N) <br /> DESIGN STRENGTH F'm=2,000 PSI <br />