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STRUCTURAL DESIGN CRITERIA <br /> 1.0 GENERAL INFO: <br /> Building Code: 2010 OSSC <br /> Building Authority: Oregon <br /> Type of Construction Light frame wood <br /> Occupancy Category 11f <br /> Gravity Load System Wood beams/wood be/ring walls <br /> Lateral Load System Wood shear walls <br /> 2.0 GRAVITY LOADS <br /> Roof Dead Load <br /> Roofing 3 psf <br /> Joists 3 psf <br /> Sheathing 3 psf <br /> Insulation 1 psf <br /> Misc 2 psf <br /> Total= 12 psf <br /> Floor Dead Load <br /> 41111, Flooring 3 psf <br /> Joists 3 psf <br /> Sheathing 3 psf <br /> Insulation 1 psf <br /> Partition 3 psf <br /> Ceiling 2 psf <br /> Total = 15 psf <br /> Roof LL ,80.0 psf Snow load(non-reducible) <br /> Roof DL 12.0 psf <br /> Floor LL i'40.0 psf <br /> Floor DL 15.0 psf <br /> S <br />