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• r <br /> SCOPE: <br /> REVIEW TWO EXISTING BEAM SUPPORTS THAT ARE BEING <br /> REMOVED . <br /> WE DID A WALK -THROUGH OF THE EXISTING BUILDING AND <br /> NO INTERIOR SHEAR WALLS WERE FOUND . <br /> DESIGN CRITERIA: 2018 IBC <br /> ROOF DEAD LOAD = 20 PSF <br /> ROOF SNOW LOAD = 25 PSF <br /> ALLOWABLE BEARING PRESSURE = 1500 PSF (ASSUMED) <br />