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Job No:23023.004 <br />Engineer:MP <br />Project Name:Albertsons 598 - Santa Ana <br />Date:03/02/23 <br />Client:On <br />Project:Albertsons 598 - Santa Ana <br />Address:2000, 17th St. <br />Santa Ana, CA <br />Roof Dead Load: <br />Roof Dead Load -13.0 psf (From As-Built Sheet S3.0) <br />Joist/ Girder Weight -3.5 psf (From As-Built Sheet S3.0) <br />Total Existing Roof Dead Load = 16.5 psf <br />Allowable Lateral Load Calculation: <br />1 63523 1048131048130 <br />[PLACE HOLDER FOR ROOF LABEL] <br />Roof Label Roof Area <br />(ft^2) <br />Roof Weight = Existing Roof <br />Dead Load x Roof Area (lb) <br />10% Roof <br />Weight (lb) <br />104813Max. Allowable PV weight @ Roof1= lb <br /> <br />Note: <br />1. The above allowable load is computed for the entire roof of the building. The addition of <br />further load is not allowed in the future for safety considerations. <br /> <br />Source - As-Built Sheet S3.0 <br />The existing structural lateral adequacy check was done with the information provided <br />by the client. Contractor to verify that no modification or additions were made to the <br />structure that was not included in the analysis check. <br />2. <br />02 <br />8 <br />yx