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VECTOR STRUCTURAL ENGINEERS <br />PROJECT:Harmon St ADUs JOB NO.:A025.033 SUBJECT:FOOTINGS AND FOUNDATIONS <br />EFP 35 psf <br />FOOTINGS f'c 2500 psi <br />Assumed Soil Bearing Pressure fy 60000 psi <br />q= 2000 psf <br />Continuous Footings: <br />Title Width (in)Depth (in)Loads (plf)#4 Bars <br />CF1.5 18 10 3000 2 <br />CF1.8 20 10 3333.333 2 <br />CF2.0 24 12 4000 3 <br />CF2.5 30 12 5000 4 <br />CF3.0 36 12 6000 4 <br />CF3.5 42 12 7000 5 <br />CF4.0 48 12 8000 6 <br />CF1.0 12 12 2000 2 <br />CF1.25 15 12 2500 2 <br />Spread Footings <br />Title Width (in) Depth (in)Loads (lb)#4 Bars <br />F1.5 18 12 4500 2 <br />F2.0 24 12 8000 3 <br />F2.5 30 12 12500 4 <br />F3.0 36 12 18000 4 <br />F3.5 42 12 24500 5 <br />F4.0 48 12 32000 6 <br />F4.5 54 12 40500 6 <br />F5.0 60 12 50000 7 <br />F5.5 66 12 60500 8 <br />Page 19AllX ENG <br />DESIGN & ENGINEERING <br />AllX ENG <br />DESIGN & ENGINEERING