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DOTEC Corp. <br />Dead Load <br />≔DL 10 psf Dead Load <br />Roof Load <br />≔RLL 20 psf Considered Roof Live Load <br />Table 4.3.1 (ASCE 7-22)Wind Load <br />Wind Exposure: C <br />≔Vult 95 mph ≔Vasd =⋅Vult ‾‾‾0.6 73.59 mph <br />≔V =Vult 95 mph Wind Speed <br />≔B 14.6 ft Horizontal dimension of building, (measured normal to wind direction) <br />≔L 4 ft Horizontal dimension of building, (measured parallel to wind direction) <br />≔h =96 in 8 ft Mean roof height, except that eave height shall be used <br />for degrees≤θ 10 <br />≔Kz 0.85 Velocity Pressure Exposure Coefficient (Table 26.10-1 of ASCE 7-22) <br />Kzt 1 Topographic Factor (Section 26.8.2 of ASCE 7-22) <br />Kd 0.85 Wind Directionality Factor (Table 26.6-1 of ASCE 7-22) <br />G 0.85 Gust factor (Section 26.11.1 of ASCE 7-22) <br />GCpi_P 0.18 Internal pressure coefficient (Positive); Table 26.13-1 of ASCE 7-22 <br />GCpi_N -0.18 Internal pressure coefficient (Negative); Table 26.13-1 of ASCE 7-22 <br />qz =⋅⋅⋅⋅0.00256 psf <br />mph 2 Kz Kzt Kd V 2 16.69 psf <br />=―L <br />B 0.27 h <br />L 2 <br />External pressure coefficient (Cp) <br />≔ <br />Cp_WW_Wall <br />Cp_LW_Wall <br />Cp_SideWall <br />Cp_WW_Roof_1 <br />Cp_WW_Roof_2 <br />Cp_LW_Roof <br />⎡ <br />⎣ <br />⎤ <br />⎦ <br />0.8 <br />-0.5 <br />-0.7 <br />-1.3 <br />-0.18 <br />-0.6 <br />⎡ <br />⎣ <br />⎤ <br />⎦ <br />53 of 89 <br />RL Construction - B2411094 - CO3 Trash enclosure system <br />3201 S Halladay St <br />5/5/2025