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0¢ <br />Shor/' G' =" bars <br />�S o <br />E/ev 89.5 <br />ti 8 8� <br />SzFC T/O/V A -A <br />,", xfG/B <br />2 #6a <br />2 C4 <br />f�q�jUS1` /e/79 �GJ 7`'Q C�P.2i'' <br />c/ /Cl p e- <br />oerr�-, iK�- 7/'6 <br />P PE' [7�-- � �i/fi t 5 <br />va//A¢@ib /-¢X/2 back <br />face f� <br />8 #��IB brant face <br />i <br />„ <br />TA <br />@/o" <br />�,�." Edger finrsh <br /># L2 40 /Z fot 5 <br />feler 9,25 <br />u <br />G- Gar spas/)7y <br />TYPICAL E EYAT/0/V <br />NOfe: E/evaf/OnS bases/ on 7SS'4b-%eC1 D91urtV. - <br />�C/.S. G.S. A-7lam) =- le v =v. - (3.18 -i- /00.0 <br />„C.S.P.A. <br />Bi �urninovs C'oofe�l. <br />SEC T/O/t/ B —3 <br />4PIe5 e0'/MATE QUANT/T�E�S <br />C/ass ;� " Car�crete 35 C.Y, <br />�2!-' ,Qei��oreir� Stee/ 2 000 Lbs . <br />..• DESIGN NOTES <br />Unit stresses . f = 20,000 psi. fc= 1,200 psi. n= 10 <br />Mazimwm Toe Pressure = I z Tons/SQ-Ff. <br />Wall designed for 2` live load surcharge <br />j'' _ / =0" A10G 7 ROA M11YOR ST UCTURA 4&,501 <br />2 2 <br />