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Seismic Design Loads (ASCE 7-10) <br /> for attachment of Mechanical Equipment at roof <br /> Lat 47.90796 <br /> Long -122.241 <br /> OCCUPANCY CAT. I Table 1-1 <br /> IMP. FACTOR 1 Table 11.5-1 <br /> SITE CLASS d Table 20.3-1 SEISMIC <br /> Rp = 6.0 Table 13.6-1 DESIGN CATEGORY D 11.6.1.1 <br /> ap = 2.5 Table 13.6-1 <br /> Ss= 1.439 <br /> S,= 0.556 <br /> Fa= 1.00 Table 11.4-1 <br /> F„ = -,.So Table 11.4-2 z/h 1.0 <br /> SDS= 0.959 <br /> SDI= 0.556 <br /> FPULT= 0.480 xW Eqn. 13.3-1 FPmin= 0.29 xW <br /> FPASD= 0.343 xW FPmax= 1.53 xW <br /> Vertical Design Loads <br /> Criteria <br /> ASCE 7-10 <br /> IBC 2012 <br /> Equipment Weight Dimensions <br /> RTU 543 lbs 74 " long <br /> 44 "wide <br /> 33 " high <br /> Soil Bearing <br /> 2000 psf <br /> Project: THS Date: 11/24/2014 <br /> Everett Project#: 0062-2014-05 <br /> Design: EAF <br /> Sheet: Criteria 1 <br /> 51 <br />