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J <br /> 3'-0" EACH WAY MW <br /> 5'-0"EACH WAY MAX FLOOR SYSTEM BY OTHERS <br /> (DO NOT PLACE GIRDERS <br /> OR BEAMS OVER <br /> CONCRETE LINTEL <br /> DESIGNED FOR 1500 PLF) <br /> SLOPE GRADE AWAY •�.�� � � . •< (2)#4 HORIZONTAL BARS w ; <br /> FROM FOUNDATION TOP&BOTTOM OF�INTEL � � <br /> WIND WELL �' . EXTEND 24"MIN PAST ' <br /> #4 HORIZONTAL BARS �; LADDER/ESCAPE �.,'.� OPENING EACH END(WOOD� � <br /> c@ 12"O.C.CENTERED ' MEANS BY "'� ' V ' <br /> IN WALLS �r OTHERS � OTHERS) Z � <br /> LAP AROUND � Z <br /> CORNERS AND HOOK w <br /> a <br /> INTO FOUNDATION ' �' WALL BEYOND � <br /> WALL @ EA.SIDE ' '� (1)#4 HORIZONTAL BARS g <br /> (REFER TO S7 FOR TOP OF WALL �o Q <br /> HORZ.BAR N � <br /> REQUIREMENTS w/8" ��pE Z o <br /> C.I.P.WALLS) —3�— `O � 8"MIN C.I.P.CONCRETE � <br /> 6"MIN C.I.P.CONCRETE � �• : � WALL <br /> WALL ` : , :.� <br /> :.� '� Q <br /> #4 VERTICAL BARS @ GRANULAR� '���..' PLACE(2)#4 VERTICAL � <br /> EACH OUTSIDE :; � MATERIAL '%�� BARS FULL HEIGHT AND °D <br /> CORNER OF WELL (SAND) ' '� � ONE ANCHOR w/IN 12"OF M <br /> �: LOOKOUT WALL OPENING EACH END <br /> SEE S5 SLAB-ON-GRADE � <br /> (1)#4 x2'-0"DOWEL�u . <br /> EACH OUTSIDE �� i <br /> CORNER OF WELL(5" . ', • � UNREINFORCED CONCRETE <br /> MIN EMBED) � STRIP FOOTING SEE FULL <br /> 12"WIDE x 8"THICK MIN HEIGHT WALL SECTION S7 <br /> STRIP FOOTING <br /> 2012 C.I.P.CONCRETE FOUNDATION SI7E ADDRESS: Date Rev <br /> ' GUIDELINE DRAWINGS 3508 Ivy Place <br /> WINDOW WELL DETAIL Project: <br /> Metro Foundations <br /> � 2528 Meadow Oak Lane ��,: Orono s�te:_�� z�: 55391 <br /> Monticello, MN 55362 <br /> za�ie�n n�e sw Project Number: 2.0001 ^ J � <br /> New Bdphton,MN 55112 Drawin Date: Januarv 31.2012 `� ' <br /> Te�sizaoe-as�z Client• 9 � <br /> www.run�nproupmn.com Sh@8t: 14 of 15 V <br /> OO COPYRIGHT HANSON GROUP LLC 2012 <br />