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Input DataIBC 2021 Seismic Considerations: <br />Equivalent Lateral Force Procedure (per ASCE 7 Section 12.8)Spreadsheet Revision Number :2021.01.20 <br />Latest Revision Date :1/20/2021 <br />Project No.: <br />Description: <br />Engineer : <br />Date : <br />Mezzanine #1 Loads:Mezzanine #2 Loads: <br />Elevation Elevation <br />Floor Dead Floor Dead <br />Floor Collateral Floor Collateral <br />Estimated Joist weight Estimated Joist weight <br />Crane Loads : Aisle #1 Crane Loads : Aisle #2 <br />Number of Aisles with this crane info.Number of Aisles with this crane info. <br />Crane Type: (TR / UH / Mono)TRDG Crane Type: (TR / UH / Mono)TRDG <br />Crane Beam+Channel Crane Beam+Channel <br />Independent Crane Column Independent Crane Column <br />Rail Wt Rail Wt <br />0.00 plf 0.00 plf <br />Bridge Wt.Bridge Wt. <br />Hoist & Trolley Hoist & Trolley <br />Elevation Elevation <br />Crane Loads : Aisle #3 <br />Number of Aisles with this crane info. <br />Crane Type: (TR / UH / Mono)TRDG <br />Crane Beam+Channel <br />Independent Crane Column <br />Rail Wt <br />0.00 plf <br />Bridge Wt. <br />Hoist & Trolley <br />Elevation <br />5/24/2023 <br />Samueli Academy - BP-CP1 <br />C23F6009A <br />Note: When a mezzanine is designed for storage, 25% percent of Floor Live Load is applied in seismic calculations. Otherwise floor live is not included. <br />User should input the full live load; the workbook will reduce it. Typical storage loads are 125 psf or greater. Typical partition loads are 10 psf or greater. <br />AA <br />Storage Loading Partition loading Storage Loading Partition loading <br />Page 2 of 2 5/24/2023 <br />13 1901 N Fairview St & Bldg A, B, <br />C, F & 1919 N Fairview St Bldg E <br />4/11/2024