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STFUCTUkAL DESIGN ASSOCIATES. INC. <br />Sb:�i� - 198th St. S.W.. Lynnr+ood. 4)A 98036 <br />Tel:(2O6) 775-74�•4 <br />�1:W� STRUCTUFlAL NOTES M�Y�� <br />I.YUE K So►� U�W OF� tc� 'g I.DG, �V ��ETT, �x/A5 4� <br />M:Xc�Nfi A. GENEFAL: <br />The folloa+ing structural notes are suppleme��tary and <br />are not intended to supersede the =_peci.4icatior.e and/or- <br />details shown on the drawinys. <br />�My4� B. CODES: <br />Uni�form Euilding Code SU.H.C->• 1'3�9 edition. <br />�Y.8W8X C. LTVE �OADS; <br />F.00f: (snow) 25 psf <br />Wind: 20 �sf <br />Floors: a• 'Sp PS{ <br />Stairs « E:;its l0U psf <br />Seismic Zone (U.P.C. 2�12) � <br />Earth Fressure: 50 pcf equivalent pressure. <br />MkW.kM D. MISCELLANEOUS: <br />f. Contractor to verify all dimensions in the 4ield. <br />2. Provide temporay bracing as required until all <br />permanent connect.ions and stiffenings have been installed. <br />3. Verify size and location of all openings in floor, <br />roof and walls a+ith mechanical and electrical wor�. <br />4. Pre-fabri.cated items� to handled and installed per <br />mfr's recommendations. <br />;,. Notify engineer immediately about discrepancies. <br />�#�#� E. SOIL R< FOUNDATION DATA: <br />1. Suil bearing inTormation and existing foundation <br />riata not available for this design. <br />Assumed soil bearing capacity 2,C'��0 ps'�f. <br />�. E::tend all fuotings down to ur�disturbed soil of the <br />specified strength with a minimum o4 1'-4" below ad]acent <br />iinish grade. <br />, Center footings on r_olumns and walls above unles<_ <br />specifically di.mensioned otherwise• ranular and i•+ell <br />4. Compacted iill to he clean, g <br />graded with not more than 5% passing a#2U� sieve. <br />Flace in 8-inch loose li4ts and compact to 95% Modiried <br />AASHD density at optimum moisture content. <br />CITY OF EVERETT <br />AFPRO:h=D �OR GUILDING PERMIi <br />i , I, ;� <br />D�i,�_ �' . � � ' . ---- <br />Faye 1 <br />� <br />� <br />