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WOOD FLOOR <br /> SYSTEM BY OTHERS <br /> 2x6 MIN SILL PLATE FLOOR TO SILL <br /> CONNECTION SEE S10 <br /> z • ` ANCHOR BOLTS SEE <br /> � °� WALL ANCHOR INFO <br /> SLOPE GRADE AWAY FROM � ON S11 <br /> FOUNDATION • ' <br /> a � <br /> � < �' 8„MIN.C.I.P. ' <br /> .o • . „ CONCRETE <br /> a FOUNDATION <br /> ` ' WALL-SEE REBAR = <br /> � a' �a TABLE S8 FOR = � <br /> VERTICAL REBAR C7 w <br /> CLEAR HEIGHT OF 8"-0"OR LESS a W � <br /> (2)#4xCONT. HORIZONTAL BARS � � Q <br /> CLEAR HEIGHT OF 8"-0"OR MORE �- -� � <br /> (3)#4xCONT. HORIZONTAL BARS Y U <br /> 9� ' � � 1�2"CLEAR m ' <br /> #4x2'-0"DOWELS @ 72"O.C. � a ' <br /> MAX(5"MIN. EMBED) � a CONCRETE ' <br /> a • <br /> SLAB-ON-GRADE <br /> a <br /> • ' p . . .a <br /> d a . • ' <br /> d � p <br /> ' C'� � , ... e. • , . .'. <br /> 4. QO: . a '. <br /> ' Q e . <br /> UNREINFORCED CONCRETE STRIP <br /> FOOTING PER CODE OR BY BUILDING , <br /> STRIP FOOTING SIZES DESIGNER,ALTERNATNELY USE TABLE <br /> SHOWN AT LEFT <br /> SOIL ONE-STORY TWO-STORY <br /> STRUCTURE STRUCTURE <br /> 2000 PSF 16"WIDE x 8"THICK 20"WIDE x 8"THICK <br /> 1500 PSF 2p"WIDE x 8"THICK 26"WIDE x 8"THICK <br /> NOTE:BASED ON 25'-0"FLOOR SPANS&50'-0"ROOF SPANS <br /> 2012 C.I.P.CONCRETE FOUNDATION ��ADDRESS: Date Rev <br /> �Q' � ' GUIDELINE DRAWINGS 3508 Ivy Place <br /> BASEMENT WALL DETAIL Project: <br /> Metro Foundations ' <br /> 2528 Meadow Oak Lane Orono 55391 <br /> cNy. state: I�N� Zip: <br /> 2a�ien,nva sw MOntiCello,MN 55362 Project Number. 2.0001 <br /> New BT�h 612MN��� Drawing Date: Januarv 31.2012 C 7 . <br /> �,�,.h,�,o,w�,�,P,,,�,�„ Cllent: Sheet: 7 of 15 v / <br /> OO COPYRIGHT HANSON GROUP LLC 2012 ' <br />