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Project_' <br />Job No. = <br />STRUCTUKAL ucarv" ---- <br />- CONSULTING FNGINFFNS <br />INDM( 200115 .1 l• <br />EIM <br />Date: By' <br />S TRUC T U R A L NOTES <br />A. GENERAL: <br />The following structural notes are supplementary and are no <br />intended to supersede the specifications and/or details shown <br />on the drawings. <br />B. CODES: <br />Uniform Building Code (U.B.C., ) I edition. <br />C. LIVE LOADS: <br />Roof (snow) <br />Wind <br />Floors: tr• <br />b. <br />C. <br />Moveab le—oe�'t# 6ta� <br />Seismic Zone <br />nsf <br />psf <br />psf <br />psf <br />iG nsf <br />-P4;�Fef <br />J <br />Earth Pressure 30 pcf equivalent fluid pressure. <br />D. SOIL & FOUNDATION DATA: <br />1. Soil: l psf. <br />Design tear ng s re g h <br />and -existing foundation-ftta not <br />r Soil bearing information <br />m ailable for this design. <br />nacity psf' <br />Assumed soil bearing <br />2. Extend all footings down to undisturbed soil of the specified <br />strength with a minimum of 11-4 below ainished grade. <br />djacent f <br />3. Center footings <br />on <br />nicolumns and walls above unless specifically <br />dimensionedere <br />4. Compacted fill to be well grated ,9rinchaloose lifts nular with nand ot mcomnactn <br />5% passing a 200 sieve. i'.acc in <br />to 95b Modified AASHO density at optimum moisture content. <br />