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JOB NAME _Kaiser SAN 1st Fl GenRad <br />JOB NO. DATE _S09-23018 03/04/2024 <br />ENGINEER DWG. REF _OS -- <br />PARTIAL HEIGHT WALL (DETAIL 19/S5-01) <br />Operating Weight <br />≔Wp 12 psf *Typical partition wall weight <br />Post spacing≔swall 3 ft <br />≔hwall 7 ft Max wall height <br />Seismic Parameter <br />≔SDS 1.029 ≔Ip 1.5 <br />FLOOR ATTACHMENT - WALLS AND PARTITIONS <br />≔z 0 Component point of attachment elevation with respect to the base <br />≔h 289.5 Supporting structure average roof height relative to the base <br />≔z_h_ratio =―z <br />h <br />0 ATTACHMENT IS AT 1ST LEVEL <br />≔Fpmax =⋅⋅1.6 SDS Ip 2.47 ≔Fpmin =⋅⋅0.3 SDS Ip 0.463 <br />≔ap 1.0 ≔Rp 2.5 ≔Ωo 2.0 INTERIOR NON STRUCTURAL WALLS AND PARTITIONS SEISMIC PARAMETERS <br />AS PER ASCE 7-16 <br />≔fp =⋅――――⋅⋅0.4 ap SDS <br />――Rp <br />Ip <br />((+1 ⋅2 z_h_ratio))0.247 <br />≔fp =if <br />else if <br />else <br />>Fpmin Fp <br />‖ <br />‖‖Fpmin <br /><Fpmax Fp <br />‖ <br />‖‖Fpmax <br />‖ <br />‖‖Fp <br />0.463 <br />1900 E 4th St - <br />1011190678/9/2024