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SittS&hill Ta253-474coma,Washing ton Designed: OMA Date: 11/1/2022 Project Number: 19,933 <br /> ANN -9449 Checked: CJT Date: 11/4/2022 22 <br /> Project: Emerald Court Carports <br /> MEMBER CHECKS,CONTINUED <br /> FOOTING:CIRCULAR POLE FOOTING <br /> Strength-Level Input Values for ENERCALC <br /> Gravity Load on Footing: <br /> Po:=Po+(h• Wpost)=0.761 kip <br /> Snow Load on Footing: <br /> Ps=4.05 kip Pstot=8.100 kip <br /> Ms=5.103 kip ft <br /> Wind Force on Footing: <br /> VW=0.3214 kip <br /> MW=8.035 kip•ft <br /> Seismic Force on Footing: <br /> VE=0.8232 kip <br /> Qmox:=2000 psf max. bearing pressure <br /> \I 4 �P +P <br /> Dm,n:_ o srot =28 5 in minimum diameter of footing <br /> n•°max <br /> D:=28 in 1 diameter of footing <br /> 5:=2 (iso psf) presumptive lateral bearing pressure per IBC Table 1806.2 <br /> ft for Class 4 soils,doubled as permitted by Section 1806.3.4 <br /> Mwl PER SECTION 2.4-Snow load in <br /> Ms <br /> VAso:=max h ,0.6 VW+ I,0.7 VE =795.504 lbf combination with Wind and Seismic loads <br /> JJJ shall be taken as the flat roof snow load. <br /> Si[ Therefore take worst case unbalanced <br /> d:=5 ft load that occurs individually from wind, <br /> To <br /> snow or seismic <br /> d=0.5 2.34 V1Aso 1 + /1 + 4.36 h IBC equation 18-1 for <br /> S I dI D 2.34 VAsO embedment without lateral <br /> (— <br /> 0 3 JJJ 5 1 dl D <br /> 3 11 restraint at ground surface <br /> 1 <br /> >C Embedment1:=Find(d)=4.75 ft min.embedment per IBC Section 1807.3.2 <br /> 0 <br />