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Calculation: Seismic C&C {1-1} 410 <br /> General Design Parameters: I IBC 2021 IASCE 7-16 Chapter 13:Seismic Design Requirements for Nonstructural Components <br /> Risk Category: II Standard-Occupancy Building h„: 115 ft Vertical Seismic Loading: <br /> Ss: 1.385 SDs: 1.108 Ie: 1.0(1 SDC: D Fp Vert: 0.222 *W <br /> Si: 0.492 SDI: - Site Class: D(Default) <br /> -Storage racks&contents <br /> A 15.Cabinets-Permanent Floor-Supported Storage Cabinets over 6 ft tall, <br /> Including Contents <br /> ap: 1.0 z: 0 ft Ip: 1.0 <br /> Rp: 2.5 h: 115 ft <br /> Oa: 2.0 <br /> Fp: 0.177 *Wp <br /> Fpmax: 1.773 *Wp Fhoa: 0.332 *Wp <br /> Fp,mia: 0.332 *Wp SLo*Fphoa: 0.665 *Wp <br /> 728 134th St.SW,Ste 200,Everett,WA 98204 I (425)741-3800 <br /> Project Boeing Bldg 40-31/40-03 Pg.No: Seisc.1 <br /> &1 idd eton Address: 3003 W Casino Rd,Everett,WA 98204 Date: 9/11/2023 <br /> i 3 Client: Sazan Group Job No.: 26.2023.057 <br /> \5 Page3of14 <br />