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Structural Phil Project Title: FUNKO <br /> Phil Van Heyningen Engineer: Phil Project ID: 222PV16 <br /> 7675 Nahahum Canyon Road Project Descr: TENANT IMPROVEMENT <br /> Cashmere,WA 98815 <br /> structuralphil@gmail.com <br /> (509)881-0824 Printed:31 JUL 2017,3:04PM <br /> ASCE Seismic Demands on-Nonstruc• tural Components File1983-2ers,PhtlIOt0.17riJ.F,Ver.111' .7e,4 <br /> ENERCALC,INC,1983-2017,Bm1V 017724,Vert 0,17,7,24 <br /> Lic.#:KW-06009465 Licensee STRUCTURAL PHIL <br /> Seismic Demands on Nonstructural Components per ASCE 7-10 Section 13.3.1 and 13.4.1 <br /> h = 32.0 ft SDS = 0.8460 <br /> Description : BATMAN STATUE <br /> ap= 2.50 W P 1,000.0 z = 42.00 ft R P = 2.50 I P = 1.00 z/h:Actual = 1.31 z/h Design = 1.00 <br /> Fp Upper.Limit = 1,353.60 Fp Calc'd : Components= 1,015.20 Fp DESIGN :Components = 1,015.20 <br /> Fp Lower Limit = 253.80 Connections= 1,015.20 Connections = 1,015.20 <br /> a P : Component amplification factor, Table 13.5-1 or Table 13.6-1 Fp-Calc'd : Calculated Fp,Eq(13.3-1),Same units as Wp <br /> W P : Component operating weight Fp-Upper : Upper Limit on Fp,Eq(13.3-2),(Same units as Wp <br /> Z : Height of point of attachment <br /> R P : Component response modification factor(Table 13.5-1 or Table 13.6-1) Fp-Lower Lower Limit on Fp,Eq(13.3-3),Same units as Wp <br /> I P : Component importance factor(Section 13.1.3) Fp-Design : Fp for design purposes,Same units as Wp <br />