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i <br />J <br />j <br />i <br />Mr. John Lanier <br />October 19, 1984 <br />Page 3 <br />reconvnend reinforcing the bottom of the pads with four #5 bars <br />in each direction. Reinforcing bars should have a minimum of 3'* <br />of concrete placed under them and extend to within 3” of the <br />face of the footing pads. In our opinion, the subgrade soils <br />are capable of supporting a foundation load for spread footings <br />of 2000 pounds per square foot. <br />Very truly yours. <br />Richard S. Dutcher, P.E. <br />Senior Project Engineer <br />This report was reviewed by: <br />Wil <br />A <br />I hereby certify that this plan, specifi- <br />cation, or report was prepiired by me or <br />urtder my direc t supervision and that I am <br />a duly Registered Ptotess-onal Engineer <br />th^laws ^ th^T^of Minnesota <br />Date I O" I'^-^^RePKtratinn No. 8656 <br />thereby eerfify ihof thU pJoiv fpecHIcaticL or <br />report wot proporMf by mo or under my dfract <br />* ®"’ ** "•9*5*erad <br />*«'•' thelowtofih, <br />ofolo of Minnesota <br />lil. <br />Dote <br />aMjJL a. f.yf 0 <br />wOfred a. WAHlUfRED a. WAHl <br />i£jL[Llll_Reo. No. 6V <br />Proofread by: