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NOTES� WALL VERTICAL REINFORCEMENT <br /> � 1, SEE S1 F�R FURTHER NOTES & <br /> C�NSTRUCrI�N GUIDELINES. rHiCK MiNiMUM 'H� REiNFORCiNG <br /> 8" 32" NONE <br /> 8" 8" �6@ 36" D.C, <br /> 10" 8" N❑NE <br /> �"�A x 10" LDNG ANCHOR BOLTS <br /> w/NUT & HEAVY DUTY WASHER <br /> @ 48" O,C, C7" MIN, EMBED> ❑R <br /> SIMPS�N MAB15 @ 24" O.C. OR WOOD FL❑OR SYSTEM <br /> APPROVED EQUAL BY OTHERS <br /> 2 x 6 MIN, W�OD <br /> SILL PLATE <br /> SL�PE GRADE W� <br /> AWAY FROM = vWi a LDDR CONNECTION <br /> FOUNDATIpN ~' SEE SHEET S3 <br /> _ ,—�_— — -1I I <br /> ' -i I 1=1 I 1=1 I 1=1 <br /> ''—III—III ° a <br /> C4) '�4 H�RIZ. '-111-J . <br /> BARS 'I I��il I li <br /> SEE TABLE FOR a <br /> a <br /> REQUIRED VERTICAL � <br /> REINFORCING o <br /> #4 x 2'-0" ` � <br /> D❑WELS @ 7z" O,C. ° ° 8.' MIN, � <br /> C5" EMBED> o <br /> ❑R � 2.. <br /> a <br /> � a <br /> L� FLOOR SLAB <br /> I31 aa <br /> � � e <br /> a a CONTRACTOR OPTIDN: <br /> • •� (2> �4 HORIZ, BARS MAY <br /> CONCRETE STRIP �' BE PLACED IN FDOTING IN <br /> SE�T HEET S1E LIEU ❑F (2> L❑WEST �4 <br /> S E C T I�N HORIZ, BARS IN WALL <br /> GRANULAR & LIGHT CLAY BACKFILL <GRDUP II> <br /> EQUIVALENT FLUID PRESSURE <Yeq>= 45 PCF <br /> 2007 MASTER CAST-IN-PLACE CONCRETE ADVANCED CONCRETE CONSTRUCTION, INC. <br /> FOUNDATION DRAWINGS 432 LILAC ST.LINO LAKES,MN 55014 <br /> 9 FT HIGH FOUNDATION WALL FOR SANDY CLAY(GROUP 11)SOIL Phone:(651)784-2450 Fax:(651)784-2523 <br /> 5201 East River Roaa Suite 308 JO9 SITE INFORMATION Revision Date Descripfion <br /> (lo De IiYeA out by the conhactor) <br /> Minneapolis,Minnesota 55421 � <br /> Plwne:763.571.2500 Fax:763.571.i168 p,vner: <br /> Bismardi•Detroit Lakes�Farpo-FAirmeapolis�Sioux Falls <br /> Web:www.utteig.com SVeelAddress: <br /> f <br /> � engineers DrawnBy:TroyDeGroo� ProjectNumber:� S 2E <br /> Checked By:Trevor Axner Date: Januarv 1.2007 <br /> Approved By�Craig Oswep Ciy: State�_Z�p Code:_ Sheels: 10 0l 26 � <br /> cO COPYRIGHT ULTEIG ENC NEERS INC.2007 <br />