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FOUNDATION ANALYSIS <br />ALLOWABLE SOIL BEARING PRESSURE = 1,500 PSF <br />CONTINUOUS FOOTINGS: <br />ONE STORY FOOTING: WIDTH = 12" (MIN) <br />CHECK POINT LOAD CAPACITY: <br />B=(6+12)2+4=40" <br />Pcap = 1,500 (40)( 12 ) / (12 )(12 ) <br />Pcap = 5,000 Ibs <br />CITY OF SANTA ANA <br />Planning and Building Agency <br />may, lS. <br />Approved <br />FOR PERMIT ISSUANCE <br />Master ID: <br />Date: <br />Pcap <br />611 <br />_.-7l._��._.—. <br />10 <br />45° 45°\\ <br />,.—T <br />