Default allowable foundation bearing capacity within the City of Portland is 1,500 psf (minimum 12” wide footing). Default lateral soil load for the design of basement and retaining walls supporting level backfill shall be 40 psf/ft for laterally unrestrained retaining walls and 60 psf/ft for laterally restrained retaining walls.
a. Ground snow load, live load = 60 psf, dead load = 10 psf, L/Δ = 360 at main span, L/Δ = 180 at cantilever with a 220-pound point load applied at the end. b. Bea supporting deck joists from one side . c. No. 2 grade, wet service factor. d. Beam depth shall be greater than or equal to depth of joists with a flush beam ndition. e.
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