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i <br />April t 0, 1995 <br />Ahmad Asili <br />Hsrmson and Aasociates <br />P.O. Box 516 <br />Monroe WA 98272 <br />RE: Design loads for proposed suucture at 2513 Taylor Dr <br />Dear Mr AsiG: <br />� <br />[n response to our telephone conversation on Friday April 7th, here are the minimum <br />design loads for all residendal snvctures within the City of Everett: <br />Seismic zone 3 <br />Wind exposure and spxd 80 mph Exposure B <br />Snow load 25 psf <br />Floor live load 40 psf <br />Deck live load 60 psf <br />Soil bearing pressure 2000 psf <br />Equivalent fluid pressure 30 psf (with no surchuge) <br />The soil bearing pressure and the equivelent fluid pressure are minimums end may vary f�r <br />speci6c sites. <br />If you need further assistance fcel free to contact the City of Everett Building division at <br />259-8810 <br />Sincerely <br />•���� <br />Jeff Heilman <br />Development Technician <br />CITY OF EVERETT• 3200 Cedar Street • Everett, WA 98201 •(206) 259-88G0 • Fax (206) 259-8856 � <br />