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Project: <br />Project No.: <br />Date: <br />DESIGN LOADS <br />DEAD LOADS <br />Notes: <br />* DL of beam member(s) <br />self-weight included <br />in analysis <br />** Where solar is present, roof <br />live load has been reduced to 50%. <br />psf <br />LL: psf <br />DLL <= <br />DTL <= <br />psf <br />Misc. 1.4 1.9 1.9 <br />10.0 10.0 <br />1.5 1.5 1.0 <br />1.4 <br />8.5 10.5 <br />MEP 1.0 <br />Waterproofing 0.1 0.1 0.1 0.1 <br />GLB 15-1/2 x 3-1/8 2.1 2.1 2.1 2.1 <br />Insulation 0.2 0.2 0.2 0.2 <br />1/2" Plywood 1.5 1.5 1.5 1.5 <br />GLB 31-1/2 x 5-1/8 - 1.0 1.0 1.0 <br />Waxie Santa Ana PV <br />12/14/2024 <br />24087 <br />Asphalt Shingles 2.0 2.0 2.0 2.0 <br />Roof Joists Beams Walls Seismic <br />L/360 <br />L/240 <br />87.5 <br />89.2 89.2 89.0 89.0 <br />20 20 20 <br />Walls Interior Seismic Exterior Seismic <br />Tilt-Up Concrete 87.5 87.5 87.5 <br />Misc. 1.2 1.2 1.0 1.3 <br />MEP 0.5 0.5 0.5 0.2 <br />Skylights 0.2 0.2 0.2 0.2 <br />Page 4 of 23