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January I4,2003 <br />HWA Proiect No. 2002-146-21 <br />n B Il in <br />Site Seismic Zane / Z(See UBC C6apter I6 for C, and C,) 3/ 03 <br />Soil profile type (see figure 3 for Site Specific Response) g <br />r <br />Impoctnnce Factor - System / Elemenn �,p ��,pp <br />Harardr. <br />Tsunami yq <br />Fault Rupture Na <br />Slope Siabiliry No <br />Li ueCaction yp <br />hallow Bearing Pressure I500 psf <br />ateral Earth Pressures (multiply timu soil height (squared) that <br />ill remain in-contact with the gnde beam <br />• Al•rest 25 pcf <br />• Active 240 pcf <br />Pazsive 17 f <br />P(I[ng Design <br />Timber (10 inch min Tip and I S inch Butt) <br />Friction/End Baaring/Aoth ga� <br />Allowable Capaciry 25 Ton <br />Allownble Uplift 12 Ton <br />Allowable load incrcment incrcase during seismic loading 33°/. <br />Minimum 5 acin 3 diemeter <br />14" Prcstressed Concrcte Octagoml Pile <br />FrictiodEnd BearingBoth ga� <br />Allowable Capacity 40 Tan <br />Allowable Uplift 14 Ton <br />Allowabte load increment incrcase during seismic loading 33% <br />Minimum S acin 3 diameter <br />16'h" Prcsuessed Concrcte Oc�agonal Pile <br />Friction/End Bearing/Hoth Both <br />Alloweble Capacity 50 Ton <br />Allowable Uplift 16 Ton <br />Allowable load increment incieese during seismic loading 33% <br />Minimum S acin 3 diamater <br />Ptle Settlement (Total without preloading) <br />Due to building 93 in. per ksf of building <br />dead load <br />Due ro site fill 93 in. per ksf of site 611ing <br />Pile SNtlement (Differential without preloading) <br />Due to differcntial leadv on pile groups 0.5 in. <br />Due to diftercntial loading of site surface 9.3 in. per ksf oFdiffeantiel <br />sim filling <br />:002I�6 mport - final � H WA GEOSCIENCES INC. <br />U <br />