Laserfiche WebLink
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 A1 28.5 PSF 28.5 PSF 28.5 PSF 28.5 PSF 28.5 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:42 PSF 41 PSF 41 PSF 41 PSF 54 PSF <br />ROOF LIVE LOAD:20 PSF (Reducible) <br />NOTES <br />* Future solar panel gravity load is already accounted for in roof design live load. <br />* Full roof design live load cannot occurr over panels. <br />* Future solar panel seismic load is average over entire roof area. <br />TYPICAL ROOF <br />Wells Fargo Santa Ana <br />Santa Ana, CA <br />CE Mechanical <br />24017 <br />© Solid Rock Structural Solutions <br />@ MECH EQUIPMENT PLATFORM <br />9 Panels (50# ea) = 450# <br />(3) Purcell cabinet = 1800# <br />Unistrut racks = 1000# <br />sqft = 175 <br />Area 1 load = 20 psf <br />Battery cabinet = 1000# <br />Batteries = 79# + 105# + 119# = 305# <br />(4) BTS cabinet = 1000#*4 = 4000# <br />sqft = 86 <br />Area 2 load = 62 psf <br />Platform 2x12 @ 16" oc = 3.5 psf <br />Plywood + finishes + waterproofing = 5 psf <br />Total area 1 = 20psf+3.5psf+5psf = 28.5 psf <br />Total area 2 = 70.5 psf <br />175sqft <br />86sqft <br />A1 <br />A2 <br />3925 S Bristol <br />St-HVAC12/23/2024