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Proj. No.: <br />SOIL INFORMATION <br />Per Soils Report No.by :N.A. <br />Dated <br />1500 psf (Grade)Coeff. Of Friction =0.3 <br />15 inch Min. Embed =24" <br />psf Min. Pile Diameter = <br />plf Min. Pile Embed = <br />Seismic Loads <br />latitude =see ATC report <br />longitude = see ATC report <br />Occup. Category =II Imortance Factor (I) =1 <br />Site Class =D Default Fa =1.2 <br />Zip Code =92704 Fv =1.7 <br />Ss =1.293 SMS = (Fa * Ss) =1.552 <br />S1 =0.463 <0.75 SM1 = (Fv * S1) =0.787 <br />SDC = D SDS = (2/3 * SMs) =1.034 <br />SD1 = (2/3 * SM1) =0.525 <br />R (N-S) =6.5 r =1.3 <br />R (E-W) =6.5 W0 =2.5 <br />Cd =4.0 <br />Building Height (hn)=12.4 feet Ct =0.02 x =0.75 <br />(See Table 12.8-2) <br />Period (Ta=Ct hn <br />x) =0.132 sec.<TL <br />N-S Direction <br />V = r . Cs . W =0.207 W <br />Vmax = r . Cs .W=0.794 W V =0.207 W <br />Vmin = 0.01 W =0.010 W <br />E-W Direction <br />V = r . Cs . W =0.207 W <br />Vmax = r . Cs .W=0.794 W V =0.207 W <br />Vmin = 0.01 W =0.010 W <br />2126 S DORDEEN WAY,SANTA ANA CA. 92704 <br />r SD1 / (T.(R.I)) = <br />r SDS / (R/I) = <br />r SD1 / (T.(R.I)) = <br />Allowable Bearing Pressure = <br />Min. Footing Width = <br />Pile Skin Friction = <br />Creep force = <br />r SDS / (R/I) = <br />N.A. <br />N.A. <br />Page 20