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COD�: <br />BASIC WIND <br />SEISMIC ; <br />GENERAL NOTES <br />BUILDING CODE - � <br />�99y <br />SO MPH, EXPOSURE "C" <br />ZONE3 <br />ALLOWABLE FOOTING BE/�RING PRESSURE ASSUMED TO BE: <br />2.0 KSF ON H�.RD UNDI3TU12BED NATIVE SOILS <br />LATERAL EARTH PRESSURE <br />PASSIVE 200 PCF EQUIVALENT FLUID PRESSUTZE <br />BASE FRICTION COEFFICI�tJT 0.35 <br />�. : <br />MIX SUBMITTALS SHALL MEET UBC OR ACI-318 STANI�ARDS IN ESTABLISHING <br />PROPORTIONS FOR SP�CIFIED STRENGTH. <br />i . <br />CONCRETE SLUMP TO BE 4". DO NOT ADD WATER TO MIX TO TNCREASE SLUMP. <br />GREATER SLUMP, ACCELERATED SET, OR HIGH EARL•Y STRENGTH MAY BE <br />ACHIEVED �Y USING ENGINEER APPROVED ADMIXTU'.RES. <br />MTNIMUM CONCRETE STKENGTH AT 28 Df�YS. <br />ALL FOOTINGS AND FOUNDATIONS 2500 PSI <br />MIXINC3 AND PLACING OF ALL CONCRETE AND S'dLECTION OF MATERIALS <br />SHALL BE IN ACCORDANCE WITH THE UBC, AND ACI (;CAE 318-89. PROFORITONS <br />OF AGGREGATE TO CF,MENT SHALL BE SUCH AS TO Pit0l�ilCE A DENSE <br />WORKABLE MIX WHICH CAN BE PLACED WITHOUT SEGREGATION OR EXCESS <br />FREE SURFACE WATER. <br />� <br />REINFORCIN() ST . . <br />� � - <br />ALL CONCRE'I'E REINFORCING STEEL SHALL BE DEFORMED PER ASTM A615, <br />GRADE 60 (FYF60,OOu PSI). LAP CONTINUOUS REINFORCING BARS 30 BAR <br />DIAIvIETERS, 1'-7" MINIMUM UNLESS OTHERWISE NOTED. CORNER �ARS SHALL <br />BE PROVIDED� FOR ALL HORIZONTAL REINFORCEMENT. DETAII, STEEL IN <br />ACCORDANCE WITH THE "ACI MANUAL OF STANDARD PRACTICE•OF DETAILING <br />REINFORCED CONCRETE STRUCTURES." <br />COVER TO MAIN REINFORCEMENT TO BE: <br />CONCRETE CAST AGAINST EARTH <br />CONCRETE EXPOSED TO EARTH OR WEATHER <br />#5 gAR AND SMALLER <br />� <br />1-1/2" <br />