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<br /> <br />DESIGN REPORT <br /> <br />Date: 12/1/2023 <br />REV: A <br />page 3 of 160 <br />JOB# 186565 <br /> <br /> <br /> <br /> <br /> <br />BUILDING DESCRIPTION <br /> <br />Building dimensions: <br /> <br /> Width: 40ft. <br /> Length: 50ft. <br /> Eave Height: 20ft/ 20ft <br /> Slope (x/12): 4.0:12/ 4.0:12 <br /> Roof bay spacing: <br /> <br /> 2 at 25. <br /> <br /> Endwall bay spacing: <br /> <br />Endwall Left (ft): “Bearing” <br /> 1 at 13. <br /> 1 at 14 <br /> 1 at 13 <br />Endwall Right (ft) : “Bearing” <br /> 1 at 13. <br /> 1 at 14 <br /> 1 at 13 <br />General Loads <br /> Roof Dead Load (D) 2.000 psf <br /> Roof Collateral Load (C) 3 psf <br /> Roof Live Load (Lr) 20.00 psf <br /> Tributary Live Load Reduction Yes <br />Snow Load <br /> Flat-Roof Snow Load (Pf) 0.0000 psf <br /> Ground Snow Load (Pg) 0.0000 psf <br /> Min. Snow (Low Slope) (Pmin) 0.0000 psf <br /> Snow Exposure Factor (Ce) 1.0000 <br /> Snow Load Importance Factor (ls) 1.0000 <br /> Thermal Factor (Ct) 1.10 <br />Wind Load <br /> Wind Speed (V 3S) N/A <br /> Wind Speed (Vult & Vasd) 96.0000 mph 74.36121 mph <br /> Occupancy / Risk Category II - Normal <br /> Wind Exposure Category C <br /> Internal Pressure Coefficient (GCpi) +/-0.18 <br /> Wind Enclosure Closed <br />1202 W Edinger <br />Ave10/3/2024