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NOTE: <br /> DO NOT LOCATE CONCENTRATED LOADS IN EXCESS OF 2,000 PLF OR 10,000 POUNDS ABOVE STEP <br /> LOCATIONS SHOWN <br /> � 36"MIN FULL HEIGHT GARAGE FROST <br /> WALL WALL <br /> LOOKOUT ' ' ' <br /> WALL <br /> � � <br /> a . <br /> � � <br /> . ;. 1 <br /> REAR FROST WALL <br /> � 1 A TYP ELEVATION <br /> a � - . , a: : -d I � SHOWN FOR <br /> REPRESENTATION <br /> STEP 2 x STEP PURPOSES ONLY <br /> -MAY NOT APPLY <br /> 6" MIN THICK CONCRETE ELEVATION <br /> FOUNDATION, SEE OTHER (2)#4 HORIZONTAL BARS <br /> DETAILS FOR MORE INFO STEP SPACING REQ IREMENTS gOTH TOP&BOTTOM <br /> OPTIONAL CONTROL JOINT m EXTENDED AT LEAST 24" <br /> AT EACH END OF STEP BEYOND EACH END OF STEP <br /> HORIZ. BARS z <br /> TOP& BOT-T�OM � <br /> N J- <br /> � <br /> Z <br /> � <br /> EQ. EQ. �'' <br /> DETAIL B � 4 ° �_ <br /> d <br /> HIGH FOOTING MAY BE <br /> EXTENDED PROVIDED �1 <br /> BARS ARE PLACED AS 1 <br /> SHOWN <br /> CONCRETE STRIP STABLE BANK <br /> FOOTING <br /> 72"MAX SPAN <br /> DETai� a <br /> 2o16 C.I.P.CONCRETE FOUNDATION SITE ADDRESS: Date Rev <br /> P�-w� -e�-:R•.�"� GUIDELINEDRAWINGS <br /> �I EP FOOTING DETAIL Project: <br /> �� �CCI Concrete Inc. <br /> ��� <br /> ':;175 Isanti Street NE c�tY: stace: MN z�P: <br /> �4°iK'i`nP��",z"°r`'� glaine, MN 55449 ProjectNumber: s.001 �� <br /> Suite 4 <br /> i�iymo�m,MN ssaai Drawing Date: JanuarV 1,2016 <br /> reisiv�oa-ss�z Client: Sheet: 3 of 15 <br /> www.hanson rou mn.com <br /> �c COPYRIGHT HANSON GROUP LLC 2016 <br />