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S D A STRUCTURAL DESIGN ASSOCIATES <br /> Consulting Engineers <br /> Project: Alfy' s Pizza, Everett, WA <br /> Job No: SO-161 <br /> Date: 1/19/81 Sy: KNE <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 <br /> shown on the drawings. <br /> B. CODES: <br /> Uniform Building Code (U.B.C. ) , 1979 edition. <br /> C. LIVE LOADS: <br /> Roof (snow) 25 psf <br /> Wind 20 psf <br /> Floors: a. Mechanical Room 75 psf <br /> Seismic Zone 3 <br /> D. SOIL AND FOUNDATION DP.TA: <br /> 1. Soil bearing information not available for this 3esign. <br /> Assnmed soil bea-ing capacity 2,000 psf. <br /> 2 . E:ctend all footings down to undisturbed soil of the <br /> rspecified strength with a minimum of 1'-4" below ad- <br /> jacent finished qrade. <br /> 3. C:enter footings on columns and walls above unless <br /> specifically dimensioned otherwise. <br /> 4 . Compacted fill to be well graded and granular with <br /> not more than 58 passing a 200 sieve. Place in 6-inch <br /> loose lifts and compact to 958 Modified AASHO density <br /> at optimi�m moisture content. <br /> E. CAST IN PLACE CONCRETE AND REINFORCING STEEL: <br /> 1 . Concrete of following 28-day strength: <br /> 2,000 psi (5 sack cement/cyd; max. 6 gal. water/sack) <br /> for all structural concrete, including foundations and <br /> slabs on grade. <br /> I <br />