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76 North Meadowbrook Drive <br />Scott E. Wyssling, PE Alpine, UT 84004 <br />Coleman D. Larsen, SE, PE office (201) 874-3483 <br />Gregory T. Elvestad, PE swyssling@wysslingconsulting.com <br />June 12, 2024 <br />Illumine International Inc <br />1320 Arrow Point Drive <br />Suite 501 #163 <br />Cedar Park, TX 78613 <br />Re: Engineering Services <br />Rey Residence <br />122 North Bewley Street Unit 2, <br />Santa Ana, CA 2.400 kW System <br /> <br />A. Site Assessment Information <br />B. Description of Structure: <br />Roof Framing:wood trusses at 24” on center. All truss members <br />Roof Material: <br />Roof Slope: <br />Attic Access: <br />Foundation: <br />C. Loading Criteria Used <br />•Dead Load <br />o <br />o <br />o <br />• <br />o <br />o <br />o <br />•Live Load – <br />•Ground Snow Load <br />•Wind Load <br />o <br />o <br />Analysis performed of the existing roof structure utilizing the above loading criteria is in accordance <br />with the 2022 California Building Code, including provisions allowing existing structures to not <br />require strengthening if the new loads do not exceed existing design loads by 105% for gravity <br />elements and 110% for seismic elements. This analysis indicates that the existing framing will <br />support the additional panel loading without damage, if installed correctly. <br />122 N Bewley St <br />8/6/2024