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Design Summary <br />Design Criteria <br />Code References <br />International Building Code 2015 / 2018 / 2021 / 2024 <br />California Building Code 2022 / 2025 <br />ASCE 7-10 / ASCE 7-16 / ASCE 7-22 <br />ACI 318-14 / ACI 318-19 <br />Wind Load Design Parameters <br />Risk Category II <br />Basic Wind Speed V = 170 mph (3-second gust) <br />Exposure C <br />Seismic Design Parameters <br />Risk Category II <br />Importance Factor, I 1.0 <br />SDS 3.000 <br />Soil Properties <br />Allowable Bearing Pressure 1,500 psf <br />Allowable Lateral Bearing Pressure 300 psf/ft (compacted gravel) <br />Backfill Weight (Compacted)150 pcf <br />This calculation report is for the design of precast foundations by PLP for Supercharger Post - V4. The foundations were <br />designed to withstand both wind and seismic loading. Overall strength and stability of the foundation and anchorage checks <br />have been completed. <br />41