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. NOTES: WALL VERTICAL REINFORCEMENT <br /> 1, SEE S1 FDR FURTHER NDTES & <br /> CONSTRUCTIDN GUIDELINES, THICK MINIMUM 'H' REINFORCING <br /> g" lg" NDNE <br /> 8" x 6" �6@ 48" ❑.C. <br /> 10" 6" NONE <br /> � NO VERTICAL REINFORCING IS REQUIRED <br /> 3�"� x 10" LONG ANCHOR BOLTS FOR EITHER 5000 PSI CONCRETE ❑R WALL <br /> w/NUT & HEAVY DUTY WASHER HEIGHTS 4" LESS THAN SHDWN. <br /> e 72" O.C. (7" MIN, EMBED) DR <br /> SIMPSON MAB15 @ 36" D,C, OR WODD FL�OR SYSTEM <br /> APPROVED EQUAL BY OTHERS <br /> 2 x 6 MIN. WOOD <br /> SILL PLATE <br /> SLDPE GRADE W� <br /> AWAY FROM = y a FLDOR CONNECTIpN <br /> FOUNDATION '- SEE SHEET S3 <br /> —"'=i�1=1 I 1=1 I i���I <br /> ''—III—III °� a <br /> C3) #4 HDRIZ. '—I I 1=1 <br /> '11=111 <br /> BARS „i—i <br /> SEE TABLE FOR a <br /> e <br /> REQUIRED VERTICAL � <br /> REINFORCING o <br /> #4x2'-0" ` � <br /> DOWELS @ 72" �,C, � ° 8" MIN. � <br /> C5" EMBED> ' o <br /> D 2., <br /> a <br /> � a <br /> ��k-- FL�OR SLAB <br /> � �� <br /> m , <br /> o a C�NTRACTOR OPTIpN: <br /> • • ° C2) �4 HORIZ. BARS MAY <br /> C❑NCRETE STRIP �' BE PLACED IN FOOTING IN <br /> F�DTING LIEU OF C2> L❑WEST �4 <br /> SEE SHEET S1E S E C T I D N HDRIZ. BARS IN WALL <br /> GRANULAR & LIGHT CLAY BACKFILL CGROUP II) <br /> EQUIVALENT FLUID PRESSURE C��q)= 45 PCF <br /> 2007 MASTER CAST-IN-PLACE CONCRETE ADVANCED CONCRETE CONSTRUCTION, INC. <br /> FOUNDATION DRAWINGS as2 u�ac sr.uNo�nKEs,MN 55014 <br /> 8 FT HIGH FOUNDATION WALL FOR SANDY CLAY(GROUP II)SOIL Phone:(651)784-2450 Fax:(651)784-2523 <br /> 5201 East River Roatl Suite 308 ��SITE INFORMATION Revision Date Description <br /> Minneapolis,Minr�ewta 55421 (ro be tilled out by the contractor) . <br /> Phone:�63.5712500 Fax:763.577.1168 pwner: <br /> Bismarck-Dehai Lakes-Fargo-Minneapolis-Siouv FaAs <br /> Web:www.ulteig.com Street Address: <br /> . � <br /> _ engineers DrawnBy:TroyDeGroo1 ProjectNumber: 2061200 /`�' •^/D <br /> Checked By:Trevor Ayner Dale: Januarv 1.2007 J�L D <br /> Approved By:Craig Oswep Ciry: State:�Zip Code:_ Sheets: 7 0l 26 <br /> cO COPYRIGHT ULTEIG ENGINEERS INC.2007 <br />