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Wind uplift on the panels has been calculated in accordance with the relevant provisions of ASCE 7-16. This loading <br /> has been used to verify the adequacy of the connection specified above. Connection locations should be in <br /> accordance with design drawings. <br /> Conclusion <br /> When the retrofits detailed in this letter's opening paragraph are performed, the structure will have adequate <br /> strength to support the proposed installation. Connections to the roof must be made per the "Roof Connection <br /> Details" section above. Copies of all relevant calculations are enclosed. <br /> Limitations and Disclaimers <br /> The opinion expressed in this letter is made in reliance on the following assumptions: the existing structure is in <br /> good condition (apart from the damage which shall be repaired or retrofit per the above); the existing structure is <br /> free from defects in design or workmanship; and the existing structure was code-compliant at the time of its design <br /> and construction. These assumptions have not been independently verified, and we have relied on representations <br /> made by the property owner and his or her agents with respect to the foregoing. The undersigned has not <br /> inspected the structure for patent or latent defects. <br /> Electrical engineering is beyond the scope of this analysis. Solar panels must be installed per manufacturer <br /> specifications. Structural design and analysis of the adequacy of solar panels, racks, mounts, rails, and other <br /> components is performed by each component's respective manufacturer and the undersigned makes no statement <br /> of opinion regarding such components. This letter and the opinions expressed herein are rendered solely for the <br /> benefit of the permitting authority (city or county building department), and may not be utilized or relied on by any <br /> other party. <br /> If you have any questions or concerns, please contact our office at (855)-709-1181, or email <br /> Austen.Morfin@solgenpower.com. <br /> Sincerely, <br /> Trevor A. Jones, P.E. <br /> 0 R s p NFS <br /> �P O <br /> Cl) Z <br /> -10 201148 8 �Q7 <br /> �Fcis <br /> SSS/0 <br /> NAL ENG <br /> 9/22/2023 <br />