2525 W CASINO RD BASE FILE 2025-01-03

Calculation: Seismic C&C {2-2} General Design Parameters: I IBC 2018 JASCE 7-16 Chapter 13:Seismic Design Requirements for Nonstructural Components Risk Category: II Standard-Occupancy Building h.: 26 ft Vertical Seismic Loading: Ss: 1.387 SDs: 1.110 Ie: 1.00 SDC: D FP,`,en: 0.222 *WP St: 0.493 Sol: - Site Class: D(Default) -RTU -Description MEC 1.Air-Side HVACR,Fans,Air Handlers,Air Conditioning Units,Cabinet Heaters,Air Distribution Boxes,and Other Mechanical Components Constructed of Sheet Metal Framing ap: 2.5 z: 26 ft Ip: 1.0 ap: - z: 20 ft Ip: 1.0 Rp: 6.0 h: 26 ft Rp: - h: 26 ft 92o: 2.0 92o: - FP: 0.555 *Wp FP: N/A *Wp Fp,max: 1.775 *Wp Fp,horz: 0.555 *WP Fp,max: N/A *WP Fp,horz: N/A *WP F ,min: 0.333 *W F—no*Fp,horz: 1.110 *W F ,min: N/A *W SZo*Fp,horz: N/A *W -Description -Description ap: - z: 20 ft Ip: 1.0 ap: - z: 20 ft Ip: 1.0 Rp: - h: 26 ft Rp: - h: 26 ft f2o: - FP: N/A *Wp FP: N/A *Wp Fp,max: N/A *WP Fp,horz: N/A *WP Fp,max: N/A *WP Fp,horz: N/A *WP F ,min: N/A *W F—no*Fp,horz: N/A *W F ,mia: N/A *W SZo*Fp,horz: N/A *W -Description -Description ap: - z: 20 ft Ip: 1.0 ap: - z: 20 ft Ip: 1.0 Rp: - h: 26 ft Rp: - h: 26 ft f2o: - FP: N/A *Wp FP: N/A *Wp Fp,max: N/A *WP Fp,horz: N/A *WP Fp,max: N/A *WP Fp,horz: N/A *WP F ,mia: N/A *W F—f Io*Fp,horz: N/A *W F ,mia: N/A *W SZo*Fp,horz: N/A *W -Description -Description ap: - z: 20 ft Ip: 1.0 ap: - z: 20 ft Ip: 1.0 Rp: - h: 26 ft Rp: - h: 26 ft S2o: - f2o: - FP: N/A *Wp FP: N/A *Wp Fp,max: N/A *Wp Fp,horz: N/A *WP Fp,max: N/A *WP Fp,horz: N/A *WP F ,Train: N/A *W F—no*Fp,horz: N/A *W F ,Thin: N/A *WP F SZo*Fp,horz: N/A *W 13228 NE 20th St.,Suite 100,Bellevue,WA 98005 1 (425)614-0949 Project: Casino Road RTU Pg.No: A-2 Address: 2525 Casino Rd,Everett,WA 98204 Date: 12/22/2023 AU E Client: ACCO Engineered Systems Job No.: 23454