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� NOTES: WALL VERTICAL REINFORCEMENT <br /> 1. SEE S1 FOR FURTHER NOTES & <br /> CONSTRUCTI�N GUIDELINES. THICK MINIMUM 'H' REINFORCING <br /> 8" 36" NONE <br /> g.� 8., �6 @ 36" ❑,C. <br /> 1p"x 8" �6@ 48" O,C. <br /> 12�� g" NDNE <br /> � NO VERTICAL REINFDRCING IS REQUIRED <br /> �"� x 10" LDNG ANCH❑R BOLTS FOR EITHER 4000 PSI C�NCRETE OR WALL <br /> w/NUT & HEAVY DUTY WASHER HEIGHTS 4" LESS THAN SH❑WN. <br /> e 60" O,C. C7" MIN, EMBED) OR <br /> SIMPSDN MAB15 @ 24" ❑,C, pR WO�D FLOOR SYSTEM <br /> APPRDVED EQUAL BY OTHERS <br /> 2 x 6 MIN. WO�D <br /> SILL PLATE <br /> W <br /> SLOPE GRADE W J <br /> = W� FLDOR CDNNECTION <br /> FOUNDA T DN N~ SEE SHEET S3 <br /> —"'=i I 1=1 I 1=1 I I���I � <br /> ''—I I I—I i l ° � <br /> (5> �4 HORIZ, '—I I I—I <br /> BARS 'I I��il I li <br /> X <br /> SEE TABLE F�R f <br /> REQUIRED VERTICAL - <br /> #4 x 2'-0" ` REINF❑RCING � <br /> DOWELS @ 72" O,C, � ° 8" MIN. � <br /> C5" EMBED) � a <br /> ❑ 2.� <br /> a <br /> �� d <br /> L� FL�OR SLAB <br /> 3' °° <br /> a a <br /> CONTRACTOR OPTION: <br /> •� � • ° (2) �4 H❑RIZ, BARS MAY <br /> CONCRETE STRIP �' BE PLACED IN FO�TING IN <br /> S�OT SHEE T S1E S E C T I�N HORIZ� BARS N WALL �4 <br /> 100% GRANULAR BACKFILL (GR�UP I> <br /> EQUIVALENT FLUID PRESSURE Cl�eq)= 30 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 SAND(GROUP I)SOIL Phone:(651)784-2450 Fax:(651)784-2523 <br /> JOB SITE INFORMATION Revision Date Description <br /> 5201 East River Road Suite 308 (ro pe rylled out by IAe contracla) . <br /> Minneapolis,Mi�ewla 55421 <br /> Phone:J63.577.2500 Fax:763.571.1168 Owner' <br /> Bismardc�Detroit lakes�Fargo-IAinneapdis-Sioux FaNs <br /> Web:www.ulteig.cdn StreetAddress: <br /> �enaineers ` <br /> b Dmwn By:Troy DeGroot Project Number. 2 120 �1—/'�� <br /> Checked By:Treva Axner Date: Januarv 1.2007 , 7 � <br /> AppmvedBy�CraigOswell Ciry: State:_ZipCode:�_ Sheets� 72of 26 v <br /> QQ COPYRIGHT ULTEIG ENGINEERS INC.2007 <br />