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WALL FOOTINGS : ( ACI 318-05 ) <br />LOADS : <br />ROOF CEILING FLOOR DECK WALL <br />DEAD LOAD : 20 8 20 20 DL = 16 EXTERIOR ( PSF ) <br />LIVE LOAD : 20 10 40 60 10 INTERIOR ( FT. ) <br /> <br />12.50 12.50 0.00 <br />Along Line A&C : ( Typical for all exterior footings. ) <br />DL LL <br />ROOF : 250 250 <br />CEILING : 100 125 <br />FLOOR : 0 0 <br />WALLS : 200 0 <br />TOTAL = 550 375 <br />SERVICE WALL LOAD : PS = 1.2D +1.6L PS = 1260.00 <br />ALLOWABLE BEARING PRESSURE ( qa ) : qa = 1500 psf ( Table 20.3-1, ACSE 7-16 ) <br />Required Width : Ps/qa = 0.840 ( FT. ) <br />= 10.080 ( IN. ) < 12 ( IN. )GOOD <br />USE : 12" Wide X 24" Deep Continuous Footing W/ (2)- #4 Top & Bottom <br />SOIL : SITE CLASS D - VERY DENSE SOIL AND SOFT ROCK <br />PER SOILS REPORT <br />ALLOWABLE BEARING PRESSURE = 1500 psf <br />CONCRETE : STRENGHT @ 28 DAYS ( ACI 318 SPECIFICATIONS ) <br />FOUNDATION : f'c = 2,500 psi <br />GRADE BEAM : f'c = 3,000 psi <br />COLUMNS : f'c = 3,000 psi <br />REINFORCED CONCRETE : ASTM A-615 <br />GRADE 60 FOR #5 OR SMALLER <br />GRADE 40 FOR #4 OR SMALLER <br />FOUNDATION DESIGN <br />( lbs./ft. ) <br />TRIBATERY WIDTH ( FT. ) : <br />HOLD - 122 N <br />Bewley St9/24/2024