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SHALL CONFORM TO LEL 2U1U ANU lHL ZUUU. <br />IMUM ULTIMATE 20 DAY <br />- 2500 PSI U N D (SEE CHART BELOW). <br />=ORM TO THE REQUIREMENTS OF <br />,000 PSI. <br />4G BARS SHALL BE 2" ON THE <br />TTOM OF THE PAD AS SHOWN, <br />ON A COMPACTED LEVEL <br />OIL BEARING VALUE OF 1500 PSF. <br />SOIL BEARING ALLOWED WITHOUT <br />-NSPECTION IS AVAILABLE, PAD <br />-ED. PLEASE CONSULT WITH <br />VIEW. <br />HALL BE 9" BELOW FINISHED <br />OR HEXAGON) THAT WOULD <br />:SIGN AND BUILT USING THE SAME <br />'ITERIA (ADJUSTED FOR SHAPE <br />FICATIONS WOULD BE <br />' THESE CALCULATIONS AND <br />Ht <br />d <br />Ft <br />REBAR SZ. <br />SPACING O.C. <br />CONCRETE PSI <br />1.5 <br />1.9 <br />2.79 <br />3.75 <br />3.75 <br />.75 <br />#3 <br />18" <br />2500 <br />3.29 <br />4.00 <br />4.00 <br />.75 <br />#3 <br />18" <br />2500 <br />2.98 <br />4.75 <br />4.75 <br />.75 <br />#3 <br />18" <br />2500 <br />3.83 <br />4.75 <br />4.75 <br />.75 <br />#3 <br />18" <br />2500 <br />4.72 <br />4.75 <br />4.75 <br />.75 <br />#3 <br />18" <br />2500 <br />4.33 <br />5.25 <br />5.25 <br />.75 <br />#3 <br />18" <br />2500 <br />5.31 <br />5.25 <br />5.25 <br />.75 <br />#3 <br />1B" <br />2500 <br />4.73 <br />5.75 <br />5.75 <br />1 .75 <br />#3 <br />18" <br />2500 <br />REFER TO TABLE BELOW FOR SIZE AND ON <br />CENTER PLACEMENT EACH WAY <br />m <br />Z <br />00 <br />mz <br />K <br />�m <br />M <br />z <br />-f m <br />m <br />m <br />0 <br />l-1 <br />�-a 3 CL�SE <br />3 CLR <br /><EC <br />RE ] NF <br />SECTI <br />SNYDER I ND U <br />LINCOLN, NE 68504 PHONE:(402 <br />SCALE; NTS JAPPROVEO BY: <br />DATE; 02/26/201 <br />