Laserfiche WebLink
Pier Load Calculations G-4400 <br /> Koltonowski Residence Page 2 of 4 <br /> 2514-51st St SW,Everett June 2017 <br /> North Wall <br /> Unit Unit Tributary Weight Weight <br /> Wt Wt Height Width Length Area Contrib Volume Weight Weight Subtotals Total <br /> (lbs/sf) (lbs/cf) (ft) _ (ft) (ft) (sqft) Area (Cu Ft) (lbs) (lbs/if) (lbs/if) (Ibs/lf) <br /> Dead Loads <br /> North<Wall 60: 28.6 629 l).5 1;8876 524, 524 <br /> Foundation z = 502 <br /> Concrete stem wall 150 4 0.67 22.0 1 59 8844 402 <br /> Concrete strip footing 150 0.5 1.33 22.0 1 15 2195 100 <br /> Soil&:BasAment:ftQor Slab <br /> Concrete floor slab-Lifting 150 0.33 5 22 1 36 5445 248 <br /> Soil against foundation-Lifting 135 3 1.8 22 0.5 119 16038 729 <br /> Total Dead Load(lbs/if): 2003 <br /> Live Loads <br /> Snow-Roof 25 22 34.6 761 0.5 9515 749 749 <br /> Main Floor 40 15 22 330 0.5 6600 300 300 <br /> Live Load Total(lbs/if): 1049 <br /> Total Load,Dead+Live(lbs/if): 3052 <br /> Max.Allowable Design Load of Pier(lbs) 15500 15000 14500 14000 13500 13000 12500 12000 11500 11000 10500 <br /> Max.Pier O.C.Spacing(feet) 5.1 4.9 4.8 4.6 4.4 4.3 4.1 3.9 3.8 3.6 3.6 <br />