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� <br /> . NOTES� GRADE BEAM CAPACITY� <br /> 1. PROVIDE BEAM DEPTH TO GIVE CODE GRADE BEAM CAN SUPPORT A UNIF❑RM <br /> REQUIRED FROST PRDTECTIpN BELOW FINAL SERVICE LDAD ❑F 5000 PLF OR A <br /> GRADE OR PRDVIDE 4 THICK x BEAM POINT LOAD DF 10000 P�UNDS AT ANY <br /> " LOCATIDN ALONG THE GRADE BEAM. <br /> WIDTH POLYSTYRENE INSULATIDN UNDER <br /> THE GRADE BEAM, <br /> 2. GRADE BEAM REINFDRCING MAY BE BUNDLED <br /> UP TD 3 BARS T� A BUNDLE. <br /> 3, GRADE BEAM IS TD BE A MINIMUM OF 6" <br /> NOMINAL THICKNESS, <br /> 4. EXTEND REINF�RCING BARS A MINIMUM OF <br /> 12" BEYOND EACH END OF THE GRADE <br /> BEAM. <br /> 5, ❑PTI�NAL CONTROL JOINT AT END OF THE <br /> GRADE BEAM. <br /> 6. THE DISTANCE BETWEEN FOOTING STEPS <z> �4 HORIZONTAL <br /> MUST BE GREATER THAN 2x THE HEIGHT BARS BOTH TOP & <br /> ❑F THE MAXIMUM STEP. BOTTOM OF BEAM <br /> 7, SEE S1 FOR FURTHER NOTES & <br /> CONSTRUCTIDN GUIDELINES. SEE NOTE 5 TYP. <br /> , SEE DTHER DETAILS FOR <br /> SEE OTHER DETAILS FOR ¢ WALL REINFORCEMENT <br /> WALL REINFORCEMENT � GRADE LINE <br /> z <br /> � <br /> � <br /> (U <br /> M <br /> SEE NDTE 1 CONCRETE F�OTING <br /> _ __._ . ___ <br /> FDOTING MAY EQ Ea <br /> EXTEND AS <br /> REQUIRED � <br /> 1 <br /> 1 C MPACTED FILL OR Z <br /> � IRGIN MATERIAL � <br /> CONCRETE S ABLE BANK <br /> FD�TING N <br /> C�MPACTED FILL 6'-0" MAX, SPAN °O <br /> MATERIALN GRADE BEAM STEP F��TING SECTIDN A <br /> 2007 MASTER CAST-IN-PLACE CONCRETE ADVANCED CONCRETE CONSTRUCTION, INC. <br /> FOUNDATION DRAWINGS 432 LILAC ST.LINO LAKES,MN 55014 <br /> JUMP STEP FOOTING DETAIL Phone:(651)784-2450 Fax:(651)784-2523 <br /> 5207 East Fiiver Road Suite 308 JOB SITE INfORMATION Revision Date Description <br /> (to be lilled out by the contrattor) , <br /> Minneapolis,Minnesota 55421 <br /> Phone:763.571.2500 Fax:763.57t.1168 Uvner: <br /> Bismarck�Delydl Lakes-Fargo-MinneapoGs-Sbu�Falls <br /> We6:www.ulteg.com Street Address' <br /> �engineers DrawnBy TroyDeGrool PrqeclNumber:� S 6A <br /> Checked By:Trevw Axner . Date: Januarv 1.2Do7 <br /> Approved By'Crag Oswell City: State:�ZiD Code:_ Sheets: 23 0l 26 <br /> OO COPYRIGHT ULTEIG ENGINEERS W� .2007 <br />