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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 /> � a� WALL ANCHOR INFO <br /> SLOPE GRADE AWAY FROM � ON S11 <br /> FOUNDATION <br /> � ,-i ����l� a� � � <br /> "- �i� — I� ��I . . <br /> '_' _���=��� , .. <br /> ,i <br /> ,i <br /> — 8" MIN. C.I.P. <br /> '�I'__I I.II._i l .a • b CONCRETE <br /> "- a FOUNDATION <br /> 'i ° WALL-SEE REBAR = <br /> a TABLE S8 FOR = � <br /> d. • VERTICAL REBAR C7 w <br /> _ <br /> CLEAR HEIGHT OF 8"-0"OR LESS a = p� <br /> (2)#4xCONT. HORIZONTAL BARS � � Q <br /> CLEAR HEIGHT OF 8"-0"OR MORE J w <br /> J <br /> (3)#4xCONT. HORIZONTAL BARS Y U <br /> a . e <br /> U <br /> 1�2"CLEAR m <br /> a <br /> #4x2'-0"DOWELS�a 72"O.C. a <br /> MAX(5" MIN. EMBED) a , a CONCRETE <br /> a <br /> SLAB-ON-GRADE <br /> a <br /> a <br /> a <br /> Q • <br /> a a . a <br /> v ri;,=-i,-' — <br /> . � . a� ' .__li,-;- <br /> q� . Q Q; ' I���.-"_ <br /> d '. <br /> Q Q i <br /> UNREINFORCED CONCRETE STRIP <br /> FOOTING PER CODE OR BY BUILDING <br /> GENERAL STRIP FOOTING SIZE GUIDE DESIGNER, AS AN ALTERNATIVE GUIDE <br /> USE TABLE 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 20"WIDE x 8"THICK 26"WIDE x 8"THICK <br /> NOTE:TABLE ABOVE IS A GENERAL FOOTING SIZE GUIDE THAT SHOULD BE VERIFIED BY HOME <br /> DESIGNER AND IS BASED ON 25'-0" FLOOR SPANS&50'-0"ROOF SPANS <br /> 2014 C.I.P.CONCRETE FOUNDATION SITE ADDRESS: Date Rev <br /> GUIDELINE DRAWINGS <br /> BASEMENT WALL DETAIL Project: <br /> T & J Concrete & Masonry, Inc. <br /> 9100 Baltimore Street NE#105 <br /> - City: State: MN Zip: <br /> 3407KIImerLane�North Blaine, MN 55449 <br /> s�nea ProjectNumber: 4.001 �� <br /> Plymouth,MN 55441 Drawing Date: Januarv 1.2014 <br /> Te1612-708-3572 Client: Sheet: 7 of 15 <br /> www.hanson rou mn.com <br /> c� COPYRIGHT HANSON GROUP LLC 2014 <br />