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Calculation: Seismic C&C ;1-1 <br /> General Design Parameters: IBC ASCE 7-16 Chapter 13:Seismic Design Requirements for Nonstructural Components <br /> Risk Category: h„: ft Vertical Seismic Loading: <br /> Ss: SDS: Ie: SDC: Fp,Vert: 0.222 *Wp <br /> Si: i! i SDI: Site Class: <br /> -Storage racks&contents <br /> A2.Interior Nonstructural Walls and Partitions-All other walls and partitions <br /> ap: 1.0 z: 0 ft Ip: 1.0 <br /> Rp: 2.5 h: 115 ft <br /> no: 2.0 <br /> F : 0.177 *Wp <br /> Fp,mar: 1.773 *W F 0.332 *Wp <br /> p,horz• <br /> Fp m;f: 0.332 *Wp Slo*Fphorz•• 0.665 *Wp <br /> 728 134th St. SW,Ste 200,Everett,WA 98204 I (425)741-3800 <br /> Project: Boeing Bldg 40-05/40-31 Pg.No: Seisc.1 <br /> Reid iddleton Address: 3003 W Casino Rd,Everett,WA 98204 Date: 12/7/2023 <br /> Client: Sazan Group Job No.: 262023.028 <br />