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Page 12 of 12 <br /> Ross project: WALLACE BASEMENT REMODEL by: RR sheet#: <br /> Engineering location: 928 HOYT AVENUE,EVERETT,WA date: 7/14/2022 <br /> Design client: THE LEREN COMPANY job#: 22036 <br /> Inc <br /> Footings <br /> Allowable Bearing= 2000 psf <br /> Footing <br /> Max Base Bottom Start Material Material Width Result <br /> Footing St Loc[ft] End Loc[ft] Length[ft] Reaction[k] Label Top Floor Floor Point End Point Type Set (in) (psf) Check <br /> F2 14.479,28.5 14.479,26.5 3.0 15.94 F. FOUNDATION Base N2 N3 Concrete Conc2500NVt 36 1771 V!'. <br /> F3 11.896,15.74713.896,15.747 2.5 8.95 F_'. FOUNDATION Base N4 N5 Concrete Conc2500NVI 30 1432 OK <br /> F5 11.896,11.07313.896,11.073 2.0 5.96 F6 FOUNDATION Base N8 N9 Concrete Conc250ONV% 24 1491 OK <br /> F6 11.896,7.542 13.896,7.542 2.0 7.85 Ff. FOUNDATION Base N10 N11 Concrete Conc2500NN 24 1963 OK <br /> F37 16.125,14.74716.125,16.747 2.0 6.15 F37 FOUNDATION Base N18 N19 Concrete Conc2500NVt 24 1537 O✓ <br /> F61 14.479,28.5 14.479,32.729 4.2 1.09 F6. FOUNDATION Base N2 N23 Concrete Conc2500NN 16 194 <br /> F62 14.479,32.729 14.479,36.729 5.0 12.00 F6.. FOUNDATION Base N23 N24 Concrete Conc2500NtA 16 1800 <br /> F63 14.479,36.729 14.479,43 6.3 1.62 F6 FOUNDATION Base N24 N1 Concrete Conc2500NN 16 194 <br /> F66 11.896,1 13.896,1 2.0 7.55 F6f FOUNDATION Base N25 N26 Concrete Conc2500NVt 24 1888 <br />