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20 of 26 <br /> `44 PROJECT NO. SHEET NO. <br /> /el.° S210827-2XRli <br /> � <br /> � <br /> 5420 GLENWOOD AVE, EVERETT WA 98203 <br /> PROJECT <br /> LONGITUDE SUBJECT Foundation Stabilization/Jacking <br /> ONE TWENTY° <br /> ENGINEERING&DESIGN BY FY DATE 08/31/2021 <br /> f FOUNDATION LOADING I I <br /> W W W W V <br /> ' <br /> 0 <br /> J I - <br /> 1-1 \,/ <br /> il_il; _lill_lul_Ilu= <br /> =111I.i <br /> =iii, i, liil-i,,,in= II,- l= III=1I1; 111=11;1= <br /> OC -���� nnnil ����—,�„ <br /> 6-U" 61_0' OC <br /> PILE PILE PILE <br /> As illustrated above, the concrete compression cone extending from each pile will expand to cover the <br /> full length of any wall with a height greater than 1/2 of the pile spacing. <br /> Therefore an unreinforced wall with minimum height of 3'-0" can span between piles spaced at 6'-0"oc. <br /> L120 ENGINEERING&DESIGN <br />