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. NOTES� WALL VERTICAL REINFORCE�IENT <br /> l, SEE Sl FDR FURTHER NOTES & <br /> C�NSTRUCTION GUIDELINES. THICK MINIMUM 'H' REINFORCING <br /> g" 42" NONE <br /> 8.� 8.. �6@ 24" ❑,C. x <br /> 10" 24" NONE <br /> 10" 8" . �6@ 36" D,C. <br /> �"� x 10" LONG ANCHDR BOLTS � ALTERNATIVE C2) �5 @ 36" O,C. <br /> w/NUT & HEAVY DUTY WASHER <br /> @ 36" O.C. C7" MIN, EMBED> ❑R <br /> SIMPSON MAB15 @ WOOD FLOOR SYSTEM <br /> 16" �.C, DR APPROVED EQUAL BY �THERS <br /> 2 x 6 MIN. WOOD <br /> SILL PLATE <br /> W <br /> SLDPE GRADE w� <br /> AWAY FROM = vWi a FLOOR CONNECTION <br /> F�UNDATIDN '' SEE SHEET S3 <br /> —"'_�i I-1 I I-1 I I���I <br /> ''-111-111� °� � <br /> C4) �4 HORIZ. '=111=1 <br /> BARS 'I I���I I li <br /> SEE TABLE FOR a <br /> 0 <br /> REQUIRED VERTICAL � <br /> REINFDRCING o <br /> �4 x 2'-0" ° � <br /> DDWELS @ 72" ❑,C, � ° 8" MIN, � <br /> C5" EMBED) ' a <br /> ❑ 2�� <br /> a <br /> .�cu a <br /> L� FLO�R SLAB <br /> I3,i ea <br /> � � a <br /> a a CONTRACT�R OPTtON: <br /> • • ° C2> �4 HORIZ, BARS MAY <br /> CONCRETE STRIP �' BE PLACED IN FO�TING IN <br /> SEETS EE T S1E S E C T I�N HORIZ� BARS N WALL �4 <br /> HEAVY CLAY BACKFILL CGR�UP III) <br /> EQUIVALENT FLUID PRESSURE (7eq)= 60 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 CLAY(GROUP III)SOIL Phone:(651)784-2450 Fax:(651)784-2523 <br /> 5201 East River RoaC Suite 308 JOB SITE INFORMATION Revision Date Description <br /> Minrceapolis,Minnesota 55421 (ro be filled out by Me coMractor) . <br /> Ptrone:763.5712500 Fax:763.571.1168 pwner: <br /> &smarck-Detrdt Lakes�Fargo-Minneapdis-Sioux FaAs � <br /> Web:www.ufleig.com StreetAddress: <br /> � � <br /> _ engi neers Drawn By:Troy DeCvoot Prqect Number: 2061200 (1_/1� <br /> Chedced By:Trevw Asner Date: Januarv 1.2007 1 L <br /> ApprovedBy:Crai90swell Ciry: State:__2ipCode:_ Sheels: 71 0l 26 v <br /> OO COPYRIGHT ULTEIG ENGINEERS INC.2007 <br />