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JOB NAME:JOB NO:SHEET NO: <br />ADDRESS:ENGINEER:DATE: <br />PRIVATE RESIDENCE 2024-024 <br />Per 2022 California Building Code, Chapter 16 and ASCE 7-16 <br />Seismic and Wind Design Criteria <br />8/21/2024L.L.410 E Virginia Ave , Santa Ana , CA 92706 <br />Seismic Load Vertical Distribution <br />0.149 <br />8 ft <br />1 (ASCE 7-16 12.8.3) <br />Wall Length Width Weight wx <br />ft ft psf lbs <br />Floor Exterior Wall 231 8 15 27720 <br />Interior Wall 132 8 9 9504 <br />-0 0 0 0 <br />-0 0 0 0 <br />37224 <br />2nd Floor Exterior Wall 120 8 15 14400 <br />Interior Wall 0 8 9 0 <br />-0 0 0 0 <br />-0 0 0 0 <br />14400 <br />3rd Floor Exterior Wall 0 0 0 0 <br />Interior Wall 0 0 0 0 <br />-0 0 0 0 <br />-0 0 0 0 <br />0 <br />Roof:Length Width Weight wx <br />ft ft psf lbs <br />Roof 78.5 41 16 51496 <br />-0 0 0 0 <br />-0 0 0 0 <br />51496 <br />3rd Floor Length Width Weight wx <br />ft ft psf lbs <br />Floor 0 0 0 0 <br />-0 0 0 0 <br />-0 0 0 0 <br />0 <br />Exponentm, k = <br />Base Shear Ratio = <br />Roof to Foundation Height = <br />6 410 E Virginia Ave <br />12/16/2024