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NOTES: WALL VERTICAL REINFORCEMENT <br /> � 1. SEE S1 FOR FURTHER NOTES & <br /> C�NSTRUCTI�N GUIDELINES. THICK MINIMUM 'H' REINFORCING <br /> 8" 8.. #6@ 24" O,C, <br /> 10" 32" NONE <br /> 10" 8" �6 @ 36" ❑,C, <br /> �"�d x 10" L�NG ANCHOR BOLTS 12�� 8�� NONE <br /> w/NUT & HEAVY DUTY WASHER <br /> @ 36" �.C. (7" MIN. EMBED) OR <br /> SIMPSON MAB15 @ 16" D,C, OR WOOD FLOOR SYSTEM <br /> APPROVED EQUAL BY OTHERS <br /> 2 x 6 MIN. WDOD <br /> SILL PLATE <br /> SLOPE GRADE W J <br /> AWAY FROM = cWi�¢ FLDOR CONNECTION <br /> FOUNDATIDN ~' SEE SHEET S3 <br /> _ ,—�_ _ -1 I I <br /> ' —��1=1 I 1=f I 1=1 <br /> ''—III—III ° <br /> CS) �4 HORIZ, '=1 I 1=l . � <br /> BARS ���,ii���i <br /> X <br /> SEE TABLE FOR � <br /> a REQUIRED VERTICAL <br /> REINFORCING o <br /> #4 x 2'—0" ° � <br /> DOWELS @ 7z" ❑.C. ° ° 8" MIN, � <br /> CS" EMBED) a <br /> D z„ <br /> e <br /> .�, a <br /> L� FL❑�R SLAB <br /> �=�Y �� <br /> e, , <br /> , a CDNTRACTOR OPTIpN: <br /> • • � <2) �4 HORIZ, BARS MAY <br /> CONCRETE STRIP �' BE PLACED IN FOOTING IN <br /> FO❑TING LIEU ❑F C2> LOWEST �4 <br /> SEE SHEET S1E S E C T I�N HORIZ, BARS IN WALL <br /> GRANULAR & LIGHT CLAY BACKFILL CGR❑UP II) <br /> EQUIVALENT FLUID PRESSURE C1(eq>= 45 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 SANDY CLAY(GROUP II)SOIL Phone:(651)784-2450 Fax:(651)784-2523 <br /> 5201 East River Road Suile 308 JOB SITE INFOAMATION Revision Date Description <br /> Minneapolis,Minnesota 55<21 (�be h��out by tl�e conhaciw) <br /> �hone:763.5712500 Fax:769.571.1168 prvner; <br /> &smarck-Detidl Lakes-Pargo�Minneapo6s�Sioux Falk <br /> Web:www.ufleg.com S[reetAddress: <br /> � � <br /> _ engineers DrawnBy:TroyDeGroo� P�ol����� Z � •/�) <br /> Checked By�Trewr A�ner Date: Januarv 7.2007 S L H <br /> Approved By�Creg Oswell City: Sta�e:�Zip Code:_ Sheets: 13 of 26 <br /> cO COPYRIGHT ULTEIG ENGINEERS INC 2007 <br />