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40-55 Rail Yard <br /> Design Criteria and Loads KPFF Project No. 23000208 <br /> Foundations and Soils <br /> Allowable, Including <br /> Allowable Increase for Wind or Seismic <br /> Floor Slab <br /> Soil Bearing 2,500 psf 2,500 psf <br /> LIVE LOADS <br /> Floors <br /> 240 psf First Floor, OR <br /> 40,000 lb Capacity Forklift, OR <br /> H2O-44 AASHTOP Truck Load <br /> All loads are imposed independently and designed for the worst case loading. <br /> LATERAL LOADS <br /> Wind Loading on Components and Cladding <br /> Positive pressures indicate wind loads towards the cladding surface. Negative pressures indicate <br /> wind loads away from the cladding surface. <br /> Refer to the following wind design spreadsheet for design wind speeds and pressures. <br /> July 20, 2023 <br /> A005 <br />