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CALCULATIONS TABLE OF CONTENTS <br />Design Loads and Criteria……………………………………..1.00 – 1.07 <br />Gravity Analysis……………………………………………….2.00 – 2.02 <br />Lateral Analysis………………………………………………...3.00 – 3.02 <br />Foundation Design……………………………………………..4.00 – 4.01 <br />Provisions of Analysis & Disclaimer: <br />The analysis and conclusions contained in this report are based on information provided <br />by the client. Construction not performed in accordance with the provisions contained <br />herein will void this report. CJP declines any responsibility for damages that originated <br />prior to the proposed modifications/additions or for the accuracy of design/calculations <br />done by others or for variations in the design and field conditions. Discrepancies <br />between field conditions and this report should be immediately brought to the attention of <br />CJP for review. <br />302 E Santa Clara Ave <br />9/25/2024