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m:p� bc prupuniunrd fur :m ullu�cahl� h�arinc capaci�y u(?.UUU �i.�f. Thc.c allo�cahlc hc:u�ing prc�tiures <br /> apply w thc total dc;id and long-tcrm li��c lu�idc and may hc incrcascd up to onc-tliird lor shun-tcnn licc <br /> loads such ❑s �vind nr scismic forccs. Gnsuilahlc �u�i ,ih. organic suiL and csisiin� lill shaild bc <br /> remoccd Gum unJcr �dl li�otines. Ovcresc.i�ntcd arcas should bc back�illcd ���ith CDF undcr foolinc: <br /> dcsigncd liu G.000 psfand gr.iccl burr��e li�r liioling dctiigncd lirr 3.00(1��sl�. <br /> �x�crior lootings ti�r Ihc huildine should hc foundcd al Icast IS inchcs bclo�c lo�t�cs� adjnccnl linishcd <br /> gr:idc. Inicrior ti�otines shnuld bc IiwndcJ :u Icast 12 inchcs hclo��� buuum uf slab ur a�jaccn� linishcd <br /> irndc. <br /> �AII �iw�in�s ncar bclo�e-graJc ��;�Ik shuuld bc cmbcddcd w n dcplh Ihal is �u Icas� bclu�c a I11:1 V linc <br /> projrcicd up Gout Ihc hotlum of�hc dux.l scclion nl ��,dL ollicrn isc Ihc hdot�'-gradc ��alls nccd lo bc <br /> dcsigncd lin'laln',d lo.ids I�rntn Ihc liwlints. <br /> Foundation Setflement <br /> �Nc cstintalc ih;u Ihc tuial pusl conslrucliun �ctticmcnl o(foulin�, li�undcd on thc �lacial soil or ,Iruclu�a� <br /> lill cslcnding �o �hc gl;icial sail, as rccuiuincndcd ;ib�•�'r. shuuld bc Icss �han ':a inch. Dil7ircn,cil <br /> sculcmcnt bci���ecn cump:ir;ihl}� lu;idcd culumn li�otings or alon� a '_5-li�oi ,cc�ion of continuous �call <br /> ti�oiing shuuld bc Ir.s than '� inch. A1'c c�pcct nw�t uf ihc ti,oting sclticmcnts �rill uccur as lo.ids arc <br /> applird. Luotic or dislunc�J snils nut rcntu�id li���m fnnling cxc;icaliom pnor tu plucing rnncrelc �cill <br /> rc,uli in ac!di�ioual �culcmcni. <br /> Construcfion Considerations <br /> Inuncdialcly priur lo placing concretc. all drbri� und Inmc ,��il. Iltul accumulalcJ in Ihc fuulin� <br /> c�ca��a�iuns during li,rming and stocl pl.iccmcnl musl bc rcmovcd. Dcbris ur luusc suils nul rcmoccd <br /> froni ihc fnuting escaruions �cill resull in incrr.iccd �cnlcmcnt. <br /> If���ci �rrithcr conslruclion is planncd. ���c rrrununcnd th;d all li�oting suhgradcs bc ��rotcctrd asing a Ir,m <br /> concrcic mud ma1. l'hc muJ m,d .hould hc plarrd ihc .amc da� diat thc Ibuiin� .uh�r:idc is c�rac:nrd <br /> ;md uppru�rod li�r �iiundalion suppurl. <br /> Lateral Resistance <br /> La�cral londs c;m hc resislcd b� pa..icc resist:mcr on ihc sidr. ol Ihr liw�ing> and b� liicliun un thc ba*r <br /> of the tiwiings. Passicc resict;uur shuuld hc c�alu;nrd using an cquivalcnt Iluid dcnsity uf 350 pcf��hcrr <br /> fu�,tines ;irc pumcd nc;u againsl na�icr .oil ur are surroundcd by suliclural till compactcd lo at lai�l <br /> ��5 percciu of �IDD. as rccunmundcd. Rcaicianrr iu p;issicc pressure shuuld bc calcid;ued liom Ihc <br /> houum ul'adj;iccm Iloor.lahs and p;icinE or bclu�v ,i dc��th ol' I ti.ul �chcrc thc ;idj;iccnt nrcn is mipaccd. <br /> ;u ❑pprupri:uc. I'ricliunal resistancc can hc r�aluatcd using 0.�i ti�r �hc cuci'licicnt ol' ha.c liiciion <br /> ,ipainsi fuuline.. '1'hr nhocc�alucs incaipur;ur;i t�iclorol'sal'cly ofabuut I.>. <br /> II wils adjnccnl Io liiolings :irc di�nn�hcd Jurinc run,,truitior. ihc di,sturbcd .oil. musl b� rccump:ictcd. <br /> iqhcn�isc Ihc lalcral �.a�si�c resi�l;incc r;ilu� mu.t hc rcduc�J. <br /> Footing Drains <br /> \Vc rccunnnrnd thai ��critnr�rr lu��linc �hnim b� in.t.illcJ ;n�nund Ihc l!ndcrgradu;nc liducnliun Ccn�cr. <br /> l hc perimctcr drains shuul:l bc in.t:illcd ai ihc h;isc uf thc c�tcrior (uoiings. Thc perimc�cr dr:iins shuuld <br /> hc pruridcd ��ilh clr.muut. and sBuuld eon,,i.� uf�n lau� 4-in�:h-diammcr perforatrd pipc pinccd on n <br /> a-iuch hcJ ul, and sunuunded by. 6 iixhcs u(drain;iEc m�ilcri;il cncloscJ in a non-��o�cn gcoics�ilc I�ibric <br /> /�:���� :s;n.nn�-n.� I�tl,4P IZ GEOENGINEEXS� <br /> J�ine.n� l\ . ,� <br />