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GAMAYO, SANCHEZ & ASSOCIATES, INC® <br />STRUCTURAL ENGINEERS • CONSULTANTS <br />Stockton and San Francisco, California <br />Project: San Joaquin north county disposal FBy:JCG v� �� Job No. 1760 <br />wall and floor slab addition <br />Client: San Joaquin County 6/12/03 Cover Sheet <br />DESIGN CRITERIA, UNLESS OTHERWISE NOTED: <br />1. CODE <br />2. WOOD (DOUGLAS FIR) <br />3. STRUCTURAL STEEL <br />4. CONCRETE <br />a. Floor Slab <br />b. Walls <br />c. Other <br />6. MASONRY <br />a. block <br />b. other <br />7. SOIL <br />a. For D.L. Only <br />b. For D.L. Plus 100 <br />ABBREVIATIONS: <br />1. W.L. = Wind Load <br />2. T.L. =Total Load <br />3. D.L. = Dead Load <br />4. G.F. = Good for <br />UBC, 1997 Edition, Seismic Zone 3 <br />b. J & P N.A. <br />c. B & S N.A. <br />d. Vert. N.A. <br />e. Glulam Beams Comb, N.A. <br />ASTM A36 <br />fc = 4500psi <br />f c = 2500 <br />f c = 2500 <br />ASTM A615, Grade 60 <br />Grade 40 for #3 bars <br />ASTM C90, Grade N <br />N.A. <br />2000 psf <br />L.L., 2666 psf <br />Q�OFESSIp�9 <br />��O ��N C• Gq,LyC < <br />w N0. 1682 M <br />Be 3131/05 _X. <br />CA��F <br />5. O.T.M. =Overturning moment <br />6. R.M. =Resisting moment <br />7. M R. = Allow. resisting moment <br />8. V R. = Allow. resisting shear <br />9. S.C.O. = See Computer Output <br />Roof: N.A. psf Floor: see calcs. <br />psf <br />