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<br /> CONCRETE BASE DETAIL
<br /> ' � CQ,�CRETE BASjySCHEDULE
<br /> •CB" DOWNWARD CONCRETE DOWNWARD DIMENSIONS
<br /> Y FORCE -- FORCE
<br /> NO I •�' LBS. CU.YDSF---
<br /> LBS •FT, LP.S /+ B I C D E
<br /> 1 14,040 .52 11960 16,000 2'-O" r-a' 0" d' 3-6"
<br /> 2 21,840 .81 3,060 25,:"3J 2,611 2'-6" d'I 0" 3'-6"
<br /> 3 32,310 .98 3,690 36,000 Y-6" 3-0" S- 6" 3'-6"
<br /> 4 44,060 1.31 4,940 49,000 2'-6" 3'-6" 6"1 8" 4'-4"
<br /> S 58,280 1.52 5,740 64,000 2'-8" a'-0" 9" 1'-0" 4'-0"
<br /> ..' 6 74,180 1.81 1 6,820 81,000 2'-6" W-6" I'•0" I'-3" 3'-9"
<br /> ® 7 89,840 2.74 10,398 100,000 3'-O" 5'-0" I'-0" I'-3" 4'-9"
<br /> B 108,980 3.18 12,020 121,000 S-0" 5'-6" I'-N' P-6" 4'-6"
<br /> ® 9 130,130 3.67 13,870 144,000 3'-O" 6'-0" 1'-6" I'-B" 4-4"
<br /> 10 149,980 5.03 19,020 169,000 3'-6" 6'-6" I'-6'' 1'-8" 5'-4"
<br /> II 172,610 6.19 23,390 196,000 11 a'-0" T-0" P-6" P-8" 5'-4"
<br /> 12 198,050 7,13 26,950 225,000 a'-0" 7-6" I'-9" 2'-1) S'-0"
<br /> 13 223,500 8.60 32,500 256,000 4'-0"H
<br /> 2'-0" 2'-2'' S'-10" '
<br /> . 14 250,520 10.18 38,480 289,000 a'-6" 2'-0" 2'-2" 5'-10" iIS 278,990 11.91 45010 324,000 5'-0" 9-0" 2'-0" 2'-2" 5'-10" I
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<br /> NOTESt 1.CONCRETE, 3000 PSI MIN.ULTIMATE STRENGTH.
<br /> 2.ASTM A•615 GRADE 40 DEFORMED RESARS.
<br /> 3.MIN.COVER ON ALL REBARS IS 2-EXCEPT AS NOTED.
<br /> T 4.ALL F. -MIS MOST BE REMOVED FROM CONCRETE
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<br /> BEFORE PLACING COMPACTED BACKFILL.
<br /> 5. FOUNDATION DESIGN BASSO ON 4000 PSF SOIL.
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<br /> L1(Bl Cay2 CHANGED PIER BOLT W PIER RN 9.668 a;, cNCOULEt Rc.RARSII:67IRKAppmito RONc NaPCORiA,ILL IN013 G�VIO 6Z��V r
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