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Adjacent steps are to be placed <br /> no closer to either side of the <br /> beam section than twice the <br /> 6'-0"maximum step <br /> height of the largest step <br /> (beam section) Optional control joint each end of <br /> beam section by others <br /> (2)bundled#4 horizontal bars top <br /> '..f<4. - . �...---- &bottom w/3"min clearance <br /> • I <br /> x , A extended at least 24" minimum <br /> , �r Maximum applied actual' " ' beyond each end of beam section <br /> * i, (bar length = step height+4') <br /> .•- load •=4000 plf uniform � E ,F <br /> ��' ' or 12,000 pound <br /> a I concentrated I `� '�1 6"minimum thick cast-in-place <br /> ,' `,1 c. v concrete foundation wall <br /> I HIGH FOOTING <br /> i <br /> a �/ <br /> '4; / <br /> ' � / High footing should be placed at <br /> / 1-to-1 (45 degree)line, if high <br /> LOW FOOTING /// footing is closer to step than this <br /> / line, place beam section rebar as <br /> / if it was at this line as shown <br /> FOOTING STEP DETAIL <br /> Oswell Engineering and Consulting, L.L.C. 1901 E Hennepin Ave,#201 '^:4 `+'�i�-ik:.:; <br />