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� <br /> r _ � STRUCTURAL DESIGN ASSOCIATES <br /> , � CONSULTING ENGINEERS <br /> - •HONe: noe� �ve•v�o• <br /> Pro�ect #,V�L ��� ������� <br /> Job No. � ��/ i �J'Q� <br /> Date: 2, gy;�� <br /> S T R U C T U R A L N 0 T E S <br /> A. GENERAL: <br /> The following structural notes are supplementary and are not intended <br /> to supersede the specifications and/or details shown on the drawings. <br /> B. CODES: I � �b <br /> Uniform Building Code (U.B.C. ) , edition. <br /> C. LIVE LOADS: <br /> Roof (snow) �psf <br /> Wind 2�psf <br /> Floors : a. ��i<�Y`I�I� '*'`�'J' !� psf <br /> , b• psf <br /> .n��,. _, -- �.,.,��,,,,,,,�6p..�--.�f`� <br /> Stairs & Exit Facilities 100 psf <br /> � Mn caa �n 4�i t+ --- .�._�.�.—��, � <br /> r <br /> Seismic zone 3 , <br /> " � <br /> D. SOIL & FOUNDATION DATA: <br /> 1. 9er�1•�_ <br /> Das�gxl,_hear�ta�stre .---- .•pef-, -�.- <br /> Soil bearing information and existing foundation data not <br /> available for this design. <br /> Assumed soil bearing capacity 2d�� psf. <br /> 2. Extend all footings down to undisturbed soil of the specified <br /> strength with a minimum of 1 '-4" below ad,�acent 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 tha:i <br /> 5% passing a 200 sieve. Place in 8-inch loose lifts and compact <br /> to 95% Modified AASHO density at optimum moisture content. <br /> STRUC�UFAL ENGINEERING DESIGN AND INVESTIGATION: <br /> BUILDINGS • FOUNDATIONS • RETAINING WALlS • BRIDGES • PIERS � DOCKS • 70WER5 • TANKS <br />