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GENERAL N01'ES <br />CODE: UNIFORM BUILDING CODE - � �� <br />i.ATF_:RAi. L.OADS � �,,,."' <br />BASIC WIND SPEED 80 MPI-I, �XPOSURE "" <br />SEISMIC ZONE 3 <br />M�CilU.lr7:��[�)�� <br />ALLOWABLE FOOTING BEARING PRESSURE ASSUMED TO BE: <br />2.0 KSF ON IiARD UNDISTURBED NATIVC SOILS <br />LATERAL EARTH PRESSUIiB <br />PASSIVE 200 PCr �QUIVALENT PLUID PRESSURE <br />BASE FRICTION COEFPICIENT 035 <br />MIX SUBMITTALS SHALL MEGT UBC OR ACI-318 STANDARDS IN ESTABLISHING <br />PROPORTIONS FOR SPECIPIED STRCNGTH. <br />CONCRETE SLUMP TO BE 4". DO NOT ADD WATER TO MIX TO 1NCREASE SLUMP. <br />GREATER SLUMI', ACC�L�RATED SET, OR HIGH EARLY STRENGTH MAY BE <br />ACHIEVED BY USING ENGINEER APPROVED ADMIXTURES. <br />MINIMUM CONCRETE ST12�NGTH AT 28 DAYS. <br />ALL FOOTINGS AND FOUNDATIONS 2500 PSI <br />MIXING AND PLACING OF ALL CONCRETF ANll SEL�CTION OF MATERIALS <br />SHALL BE IN ACCORDANCG WI1'H THE UBC, AND ACI CODE 318-89. PROPORTIONS <br />OP AGGREGATG TO CEMGN"I' SI-IALL BE SUCI I AS 7'O I'RODUCG A D�NSC <br />WORKABLG MIX WHICI-I CAN 13C PLAC�D WPCI-IOU"1' S�GREGATION OR �XCESS <br />FRG� SURFACE WAT�R. <br />( I► • : ► <br />ALL CONCRET� REINFORCING STEGL SIiALL BE D�PORMED PER ASTM A615, <br />GRADE 60 (FY=60,000 PSI). LAP CONTINUOUS REINFORCING BAR3 30 BAR <br />DIAMETERS, 1'-7" MMIMUM UNLESS OTHERWISE NO'fED. CORNER BARS SHALL <br />BE PROVIDED FOR ALL HORIZONTAL REINFORCEMENT. DETAIL 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 3" <br />CONCRETE EXPOSED TO EARTH (JR WGA1'HER <br />#5 B.�.R AND SMALLER 1-1/2" <br />