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. NOTES� WALL VERTICAL REINFORCEMENT <br /> 1, SEE S1 FOR FURTHER NOTES & <br /> CONSTRUCTION GUIDELINES. THICK MINIMUM 'H' REINFDRCING <br /> 6" 12" �6@ 18" D.C. <br /> 10" 42" N�NE <br /> 10" 12" �6@ 24" O.C, <br /> 12" 12" �6 @ 36" ❑.C. <br /> 3�"� x 10" LONG ANCHOR B�LTS <br /> w/NUT & HEAVY DUTY WASHER <br /> @ 24" O,C. C7" MIN, EMBED> <br /> WOOD FLDOR SYSTEM <br /> BY OTHERS <br /> 2 x 6 MIN. WOOD <br /> SILL PLATE <br /> W <br /> SLOPE GRADE w� <br /> AWAY FROM = vWi a FLOOR CONNECTIDN <br /> FDUNDATIDN '' SEE SHEET S3 <br /> -"'_�I 1=1 I 1=1 I II I I� <br /> ''—I t I—I I I� °� � <br /> CS) #4 HORIZ, '=1 I 1=1 • <br /> BARS 'I I��il I I� <br /> X <br /> SEE TABLE FOR ¢ <br /> a <br /> REQUIRED VERTICAL � <br /> REINFORCING o <br /> �4x2'-0" ` � <br /> DOWELS @ 72" ❑,C. ° ° 8„ MIN. � <br /> C5" EMBED) ' a <br /> ❑ 2,� <br /> a <br /> -�cu a <br /> L� FLOOR SLAB <br /> I3,1 a a <br /> � m a <br /> , a C�NTRACTOR OPTION: <br /> • • � (2) �4 H❑RIZ. BARS MAY <br /> C❑NCRETE STRIP � BE PLACED IN FOOTING IN <br /> FOOTING LIEU �F (2> LOWEST �4 <br /> SEE SHEE T S1E S E C T I 0 N HORIZ, BARS IN WALL <br /> HEAVY CLAY BACKFILL CGROUP III> <br /> EQUIVALENT FLUID PRESSURE (�'eq>= 60 PCF <br /> 2007 MASTER CAST-IN-PLACE CONCRETE ADVANCED CONCRETE CONSTRUCTION, INC. <br /> FOUNDATION DRAWINGS 432 LILAC ST.LINO LAKES,MN 55014 <br /> 10 FT HIGH FOUNDATION WALL FOR CLAY(GROUP III)SOIL Phone:(651)784-2450 Fax:(651)784-2523 <br /> 5201 East River RoaO Suite 308 JOB SITE INFOiiMA710N Revision Dale Description <br /> Minneapolis,Minnesota 55421 (ro be M1lletl ouf by the coMractor) . <br /> Phone:763.5712500 Fax�763.571.1168 Ownec <br /> � Bismarck�Detroit lakes�Fargo-Minreapolis�Siau Faqs <br /> Web:www.ulteig.com Street Address: <br /> ' '�engineers Drewn By: Troy DeGroot Projed Number: 206.1200 /`'1' /•1J <br /> Checked By:Trevor Axner Dale: Januarv 1.2007 J L J <br /> Approved By: Craig Oswell Ciry: State:�Zip CoOe'� Sheets: 14 ot 26 V <br /> Qc COPYRIGHT ULTEIG ENGINEERS INC.2007 <br />