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Seaway Transit Center <br /> Design Criteria and Loads KPFF Project No. 1900675 <br /> Foundations and Soils <br /> Criteria as per Geotechnical Investigation Report <br /> Allowable, Including <br /> Allowable Increase for Wind or Seismic <br /> SPREAD FOOTINGS <br /> Soil Bearing - Shallow Foundations 3,000 psf 4,000 psf <br /> COEFFICIENT OF FRICTION 0.5 <br /> BEAM DEFLECTION AND CAMBER <br /> Deflection Criteria <br /> U240 Live Load on Beams (uno) <br /> U180 Superimposed Dead + Live Load on Beams (uno) <br /> Limit Precomposite DL deflection based on camber requirements (see below) <br /> LIVE LOADS <br /> Roof <br /> 25 psf Snow Load (non-reducible) <br /> Drifted Snow per ASCE 7, Section 7 - Ground Snow Load = 20 psf, I = 1.0 <br /> 20 psf Roof Live Load <br /> November 22, 2019 Page 4 <br />