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r <br />WETMORE BUILDING $3 <br />3224 WETMORE BUILDING <br />STRUCTURAL NOTES <br />A. GENERAL <br />The following structural notes are supplementary and are not <br />intended to supersede the specifications and/or details shown <br />on the drawings. <br />B. CODES <br />Uniform Building Code (U.B.C.) 1979 edition. <br />C. LIVE LOADS: <br />Roof (snow) <br />25 <br />psf <br />Wind <br />20 <br />psf <br />Floors: a. Residential <br />40 <br />psf <br />b. Office <br />50 <br />osf <br />Balconies <br />60 <br />psf <br />Stairs & Exit Facilities <br />100 <br />psf <br />Moveable partitions <br />20 <br />psf <br />Seismic Zone <br />3 <br />Earth Pressure 30 pcf equivalent fluid pressure. <br />D. SOIL & FOUNDATION DATA <br />1. Soil bearing information and existing foundation data not <br />available for this i.esign. <br />Assumed soil bearing capacity 3,000 psf. <br />2. Extend all footings down to undisturbed soil of the specified <br />strength with a minimum of 1'-4" below adjacent finished grade. <br />3. Center footings on columns and walls above unless specifically <br />dimensioned otherwise. <br />4. Compacted fill to be well graded and granular with not more <br />than 58 passing a 200 sieve. Place in 8" loose lifts and <br />compact to 95% Modified AASHO density at optimum moisture content. <br />Page 1 of 4 <br />