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<br /> <br /> <br /> <br /> <br /> <br /> <br />Description of the project: <br /> <br />Existing rooftop screen framing modification at elevation 100’-0”. No footprint and no height increasing. <br /> <br /> <br />Design Codes: <br /> <br />2022 California Building Code with local amendment. <br /> <br />Design Criteria: <br /> <br />Seismic: Risk Category II, Site D, Ss=1.46, S1=0.49 <br /> Sms=1.72, Sm1=1.17, Sds=1.14, Sd1=0.78 <br />Wind: Exposure C, 95 mph. <br /> <br />Appurtenances: See Next Pages <br /> <br />References: n/a <br /> <br /> <br /> <br />Passing Rate: 19.9 % Steel tubing screen framing <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br />Disclosure: <br />Please be advised that the evaluation and recommendations made were based on minimum design loads per current building <br />codes without full as-built plans and without on-site intrusive investigation and verifications. With this inherent limitation, the design <br />and evaluation were done in accordance with generally accepted engineering principles and practice. The engineer of record <br />shall be notified immediately when discrepancy occurs between the actual on-site condition and this report and/or drawings for <br />remedial solutions. <br />1/10 201 E MacArthur <br />Blvd3/13/2025