Laserfiche WebLink
Calculation: Seismic C&C {1-1 } <br />General Design Parameters: <br />I IBC JASCE 7-16 Chapter 13: Seismic Design Requirements for Nonstructural Components <br />Risk Category: <br />I Stnyudcrrd-0ccu/)anct L�r�ir'�i;rrc <br />h„ : �� ft <br />SDC: D <br />Site Class: I) (Default) <br />Vertical Seismic Loadine: <br />Fp,Vert: 0.222 *Wp <br />Ss: S5 <br />St: 19_ <br />Sos: <br />SDI: <br />I IOR <br />Ie: I <br />terior Fence <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: 37 ft <br />K20: 2.0 <br />Fp: 0.177 *WP <br />Fp,max: 1.773 *Wp FP,b.,: 0.332 *Wp <br />F min: 0.332 *W d2o * F ,hoR: 0.665 *W <br />Reid iddleton <br />- 6trut vne �,stem <br />A 14. Ceilings - All <br />ap: 1.0 z: 21 ft Ip: 1.0 <br />Rp: 2.5 h: 37 ft <br />f2e: 2.0 <br />FP: 0.381 *WP <br />Fp.max: 1.773 *Wp Fp,hoa: 0.381 *WP <br />F ,min: 0.332 *W F S2o * F ,horz: 0.762 *W <br />728 134th St. SW, Ste 200, Everett, WA 98204 1 (425) 741-3800 <br />Project: Boeing Bldg 40-56 Pg. No: Seisc.I <br />Address: 3003 W Casino Rd, Everett, WA 98204 Date: 2/6/2024 <br />Client: Sazan Group Job No.: 262024.011 <br />Paae 3 of 11 <br />