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ASCE/SEI 7-16 <br />DEAD LOAD GRAVITY SEISMIC NOTES <br />Roofing 3.0 3.0 psf <br />Sheathing 4.0 4.0 psf <br />Framing 4.0 4.0 psf <br />Insulation 1.0 1.0 psf <br />Ceiling Joists 1.0 1.0 psf <br />Gyp Board 1.0 1.0 psf <br />Misc. 1.0 1.0 psf <br />TOTAL DEAD LOAD 15.0 15.0 psf <br />LIVE LOAD <br />Roof Live Load 20.0 psf <br />DEAD LOAD GRAVITY SEISMIC NOTES <br />Framing 2.0 2.0 psf <br />Ceiling 2.0 2.0 psf <br />Insulation 0.5 0.5 psf <br />Misc. 0.5 0.5 psf <br />TOTAL DEAD LOAD 5.0 5.0 psf <br />LIVE LOAD <br />Roof Live Load 10.0 psf <br />DEAD LOAD GRAVITY SEISMIC NOTES <br />Stucco 10.0 10.0 psf <br />1/2" Plywood 1.5 1.5 psf <br />Batt Insulation 1.0 1.0 psf <br />Framing 1.0 1.0 psf <br />Interior Gypboard 2.0 2.0 psf <br />Miscellaneous 0.5 0.5 psf <br />TOTAL DEAD LOAD 16.0 8.0 psf <br />Non-Reducible <br />ROOF RAFTERS <br />Reducible <br />DESIGN CRITERIA <br />1108 N TOWNER ST KE Job # 23064JOB NAME: <br />Ceiling Joists <br />1/2 Wall Height for seismic <br />WOOD FRAMED WALLS - STUCCO <br />Page 2 <br />1108 N Towner St & <br />#212/13/2024