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Final Structural Report <br />PROJECT NUMBER: AE230325 | PROJECT NAME: CPT HARBOR ANA <br />ACROS ENERGY | acrosenergy.com | 512.663.9058 | info@acrosenergy.com 6 / 23 <br /> <br />7. Terms and Limitations <br />The analysis and the results presented in this report were made with the following assumptions and <br />limitations: <br />✔ Acros Energy performed the analysis based on the information provided. This information may <br />include, but is not limited to, as-built drawings, the history of alterations made to the existing <br />building, roofing history, addition of mechanical units to its roof, etc. Unless otherwise notified in <br />writing, in preparing this report Acros assumes that the structure has been properly maintained <br />and the structure has not been modified during its service life before and after the solar addition. <br />Acros analysis does not include the structure response in a fire event and does not accept any <br />responsibility for any damage caused in such events. Acros assumes that all provided information <br />is current and accurate. <br />✔ The existing structure and its foundation have been designed in accordance with the governing <br />building code at the time of construction, and properly constructed and maintained. Acros shall <br />be notified in writing about any known present or past deficiencies of the structure, and the <br />measures taken to address them. Acros Energy will accept no liability which may arise due to any <br />existing deficiency in design, material, fabrication, etc. or lack of maintenance. <br />✔ The calculations in this report assume that the solar panels are no more than 24 inches above the <br />rooftop at their highest point. All the design values specified in this report are subject to change <br />if the system to be installed has a higher profile. <br />✔ It is the responsibility of the client in collaboration with the racking manufacturer/vendor to notify <br />Acros in writing about potential amplification or addition of snow and/or wind load to the <br />building’s structure resulting from the racking system selected for use at the subject project. All <br />the design values specified in this report are subject to change if the system to be installed results <br />in amplification of high concentration of loads from snow and/or wind. <br />✔ The following terms “Solar system”, “PV”, “Solar array” when used in this report are assumed to <br />include the panels, racking, ballast weight, and assembling parts, for the purpose of weight <br />specifications. <br />✔ The analysis performed should be used only for the addition of a PV system as specified in the <br />body of this report. Additional equipment or mechanical units that are to be placed in this building <br />would require a separate evaluation and are outside the scope of this report. <br />✔ The analysis results presented in this report are limited to the existing structure and do not include <br />the racking system. <br />✔ Solar panel pallets are not to be staged on the roof without prior layout approval from a licensed <br />structural engineer. <br />