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SUBJECT:Bristol Tolliver Park <br />Load Determination <br />Wind Loads <br />SHEET NO:LD1 - <br />PROJECT NO: 11250537 <br />BY:MAM DATE: 09/03/2025 <br />1 <br />Wind Loads Per 2022 CBC (ASCE 7-16): <br />Per CBC section 1609.1.1, the following wind loads are determined per <br />chapters 26 to 30 of ASCE 7 <br />Risk Category: <br />II ASCE 7-16 Table 1.5-1 <br />Basic Wind Speed: <br />≔V ⋅95 mph Basic Wind Speed ASCE 7-16 Figure 26.5-1A/ <br />B/C/D <br />Wind Load Parameters: <br />≔Kd 0.85 Directionality Factor ASCE 7-16 Table 26.6-1 <br />B Exposure Category ASCE 7-16 Section 26.7 <br />≔Kzt 1.0 Topographic Factor ASCE 7-16 Section 26.8.2 <br />Open Enclosure Classification ASCE 7-16 Section 26.12 <br />≔G 0.85 Gust Factor ASCE 7-16 Section 26.11.1 <br />Velocity Pressure Exposure Coefficient: <br />≔z ⋅149 in Height Above Ground Level <br />=α 7.0 Terrain Exposure Constant ASCE 7-16 Table 26.11-1 <br />=zg 1200 ft Terrain Exposure Constant ASCE 7-16 Table 26.11-1 <br />=Kz 0.57 Velocity Pressure Exposure <br />Coefficient <br />ASCE 7-16 Table 26.10-1 <br />Ground Elevation Factor: <br />≔Ze ⋅82 ft Ground Elevation above Sea Level <br />=Ke 1 Ground Elevation Factor ASCE 7-16 Table 26.9-1 <br />Velocity Pressure: <br />≔qz =⋅⋅⋅⋅⋅⋅0.00256 Kz Kzt Kd Ke ⎛⎝⋅V mph-1⎞⎠2 psf 11.3 psf ASCE 7-16 Equation 26.10-1 <br />Force Coefficients: