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36" MIN FULL HEIGHT GARAGE FROST <br /> —— � WALL <br /> LOOKOUT I I ' <br /> WALL I I I '"- ;" '� <br /> 1 � <br /> — — — i - - - f 1 � <br /> REAR FROST WALLI � <br /> � bTYP <br /> � 1 � <br /> STEP 2 x STEP <br /> ELEVATION <br /> STEP SPACING REQUIREMENTS <br /> MAX LOAD <br /> 6"MIN THICK CONCRETE 2000 PLF <br /> FOUNDATION, SEE OTHER OR 10,000 LBS (2)#4 HORIZONTAL BARS BOTH TOP& <br /> SHEETS FOR MORE INFO BOTTOM EXTENDED AT LEAST 24" <br /> OPTIONAL CONTROL JOINT BEYOND EACH END OF STEP <br /> m <br /> AT EACH END OF STEP <br /> � HORIZ. BARS z <br /> } TOP& BOTTOM � <br /> � <br /> Z SEE DETAIL A N <br /> � <br /> m <br /> � �d a <br /> HIGH FOOTING MAY BE � ��-- ` – EQ. EQ. <br /> EXTENDED PROVIDED BARS � DETAIL B <br /> ARE PLACED AS SHOWN � J 1 <br /> 1 1 <br /> CONCRETE STRIP FOOTING ,' <br /> TYP a ` < <br /> STABLE BANK <br /> 72"MAX SPAN <br /> DETAIL A <br /> Rev �ate 2p11 MASTER C.I.P. CONCRETE SITE ADDRESS: <br /> FOUNDATION DRAWINGS <br /> STEP FOOTING DETAIL <br /> CLIENT INFORMATION: � <br /> CHARLES CUDD DE NOVO City: State: zip: <br /> 15050 23RD AVENUE NORTH 520,Easts�ie�soa <br /> Project Number: 10.02628 Mm�eaPorS,MN ssa2� <br /> PLYMOUTH, MN 55447 C� renes-s�,-zsoo <br /> Phone: 612-333-8020 Fax: 612-335-5071 Drawing Date: 01-01-11 Fax763-571-1168 <br /> Sheet: 4 of 16 J www.ulteig.com <br /> OO COPYRIGHT ULTEIG ENGINEERS INC.2011 <br />