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WOOD FLOOR SYSTEM <br /> BY OTHERS <br /> 2x6 MIN SILL PLATE <br /> FLOOR TO SILL CONNECTION <br /> SEE S11 <br /> _ a <br /> _ z � ANCHOR BOLTS <br /> GRADE � � � SEE S12 <br /> d <br /> �—�11 I�'�-1��1 a. � . <br /> = ' ��'� �'I-1 I 1-=� <br /> � I((--)(I a . 8" MIN C.I.P. CONCRETE <br /> � � ��.�III FOUNDATION WALL <br /> ;!--= ad °i SEE S9 FOR <br /> `I j a . VERTICAL REBAR � <br /> _ <br /> a a = �, <br /> � � w <br /> CLEAR HEIGHT 8'-0"OR LESS: a w � <br /> (2)#4 x CONT HORIZONTAL BARS J w <br /> CLEAR HEIGHT OVER 8'-0" J J <br /> (3)#4 x CONT HORIZONTAL BARS � V <br /> Y <br /> U <br /> o a Q <br /> 1%"CLEAR m <br /> d <br /> #4 x 2'-0" DOWELS�a a <br /> 72"O.C. MAX <br /> (5" MIN EMBED) a ' � ; SLAB-ON-GRADE <br /> a <br /> a <br /> a • <br /> a <br /> d p <br /> _ �.__ - <br /> ( .__i <br /> p�- .. . a� . `�I� �I <br /> 'a � 4 ..(I.. . <br /> O: . Q . ' _(� . <br /> i <br /> Q <br /> C <br /> UNREINFORCED CONCRETE <br /> STRIP FOOTING PER CODE OR BY <br /> BUILDING DESIGNER,ALTERNATIVELY <br /> STRIP FOOTING SIZES * USE TABLE AT LEFT <br /> �'� ONE-STORY TWO-STORY <br /> STRUCTURE STRUCTURE <br /> 2000 PSF SOIL 16"WIDE x 8"THICK 20"WIDE x 8"THICK <br /> 1500 PSF SOIL 20"WIDE x 8"THICK 26"WIDE x 8"THICK <br /> *BASED ON 25'-0" FLOOR&50'-0" ROOF SPANS <br /> Rev Date 2011 MASTER C.I.P. CONCRETE SITE ADDRESS: <br /> FOUNDATION DRAWINGS <br /> BASEMENT WALL DETAIL <br /> CLIENT INFORMATION: • _� <br /> CHARLES CUDD DE NOVO City: State: zip: <br /> 15050 23RD AVENUE NORTH 5201 EastSuter308 <br /> PLYMOUTH MN 55447 Project Number: 10.02628 M���eapous,nnNssaz� <br /> e Tel 763-571-2500 <br /> Drawing Date: 01-01-11 Fax�ss-s�i-iisa <br /> Phone: 612-333-8020 Fax: 612-335-5071 Sheet: 8of 16 �.��,e�s.�om <br /> cO COPYRIGHT ULTEIG ENGINEERS INC.2011 <br />