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project by CM sheet no. <br /> location date 09/03/24 <br />1501 Quail St client job no. <br />Newport Beach, CA 92660 <br />949.418.6722 <br />Including Including Including <br />Dead Load Deck Beams Girders Columns Seismic <br />Built-up Roofing (Gravel)6.0 PSF 6.0 PSF 6.0 PSF 6.0 PSF 6.0 PSF <br />Sheathing 1.5 PSF 1.5 PSF 1.5 PSF 1.5 PSF 1.5 PSF <br />Insulation 1.0 PSF 1.0 PSF 1.0 PSF 1.0 PSF 1.0 PSF <br />Mech + plumbing 1.0 PSF 1.0 PSF 1.0 PSF 1.0 PSF 1.0 PSF <br />Ceiling 1.5 PSF 1.0 PSF 1.0 PSF 1.0 PSF 1.0 PSF <br />Lights 1.0 PSF 1.0 PSF 1.0 PSF 1.0 PSF 1.0 PSF <br />Sprinklers 1.0 PSF 1.0 PSF 1.0 PSF 1.0 PSF 1.0 PSF <br />Mech Equipment Platform A2 70.5 PSF 70.5 PSF 70.5 PSF 70.5 PSF 70.5 PSF <br />Gravity Misc 2.0 PSF <br />Beams 2.0 PSF <br />Girders 2.0 PSF <br />Columns 1.0 PSF <br />Future Solar Panels 3.0 PSF <br />Exterior Walls 0.0 PSF <br />Interior Walls 0.0 PSF <br />Seismic Misc 3.0 PSF <br />TOTAL LOAD:84 PSF 83 PSF 83 PSF 83 PSF 96 PSF <br />ROOF LIVE LOAD: <br />* Roof Live Load = 50psf at mechanical well. <br />* Weight of the mechanical equipment included in the seismic weight. <br />Wells Fargo Santa Ana <br />Santa Ana, CA <br />CE Mechanical <br />TYPICAL ROOF <br />24017 <br />© Solid Rock Structural Solutions <br />20 PSF (Reducible) <br />@ MECH EQUIPMENT PLATFORM <br />3925 S Bristol <br />St-HVAC12/23/2024