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Job Job No. MARTIN CONSUL TING GROUP,INC <br /> 2204 PLAZA DRIVE,SUITE 130 <br /> Client ROCKLIN,CALIFORNIA 95765 <br /> Designed by J.Martin Date Pae /of 916/256-4816 FAX 916/302-4065 <br /> STRUCTURAL DESIGN CRITERIA (CONT'D) <br /> 7. Foundations <br /> a. Geotechnical Engineer: 20.1.6 CBC—Table 1806.2 <br /> b. Report No./Date: <br /> c. Foundation Bearing Material: <br /> d. Active Pressures <br /> Cantilever Retaining Walls: psf/ft.of depth. <br /> Basement Wails: <br /> Drainage Requirements: <br /> e. Spread Footings <br /> Allowable Bearing Pressures: <br /> DL= psf;DL+LL= 1500 psf, DL+LL+Lateral = 1500 psf <br /> Allowable Passive Pressure= psf/ft. of depth below <br /> Allowable Sliding Friction Coefficient= , when combined with passive pressure <br />