Laserfiche WebLink
NOTE: <br /> DO NOT LOCATE CONCENTRATED LOADS IN EXCESS OF 2,000 PLF OR 10,000 POUNDS BELOW STEP <br /> LOCATIONS SHOWN <br /> 36"MIN FULL HEIGHT GARAGE FROST <br /> WALL WALL <br /> LOOKOUT I � � � a ' � <br /> WALL — � <br /> !; <br /> I � a <br /> a � <br /> � � <br /> � ... . . P. � � <br /> REAR FROST WALL <br /> i' <br /> �` � 1 A TYP ELEVATION SHOWN <br /> i <br /> a � . :, . d. 1 FOR <br /> . � REPRESENTATION <br /> STEP 2 x STEP PURPOSES ONLY-MAY <br /> 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& BOTTOM � <br /> N } <br /> � <br /> Z <br /> � <br /> � <br /> E Q. <br /> ' � <br /> DETAILB '� � � � � � � � <br /> p d � : . <br /> , A <br /> HIGH FOOTING MAY BE <br /> EXTENDED PROVIDED J� <br /> BARS ARE PLACED AS ; 1 <br /> SHOWN � <br /> CONCRETE STRIP STABLE BANK <br /> FOOTING <br /> 72" MAX SPAN <br /> DETAIL A <br /> 2014 C.I.P.CONCRETE FOUNDATION SITE ADDRESS: Date Rev <br /> GUIDELINE DRAWINGS <br /> STEP FOOTING DETAIL Project: <br /> T & J Concrete & Masonry, Inc. <br /> 9100 Baltimore Street NE#105 <br /> City: State: MN Zip: <br /> aao�K�ime��a�e Nonn Blaine, MN 55449 <br /> s�aea Project Number: 4.001 �^ <br /> Plymouth,MN 55441 Drawing Date: Januarv 1.2014 �J <br /> Tei sizaoe-3s�2 Client• Sheet: 3 of 15 � <br /> www.hanson roU mn.com <br /> Qc COPYRIGHT HANSON GROUP LLC 2014 <br />