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Larson Engineering, Inc. <br />1488 Bond Street, Suite 100 <br />Naperville, IL 60563 <br />630.357.0540 <br /> Hibbett Sports ___ _ __ <br /> Santa Ana, CA __ <br /> Loads <br />Sheet No. __ <br />Project No. _ 21230169.000 <br />By AL _ Date 03/08/2023 <br />Fp.vert1 0.2 SDS Wceil()0.87 psf=:= <br />Larson <br />Seismic Load Calculation <br />Seismic Parameters <br />SDS 0.872:= ATC report attached <br />Ip 1:= ASCE 7-16: Table 13.5-1 <br />ap 1:= Coefficients for wall and ceiling <br />analysisRp2.5:= <br />Project Inputs <br />h 20.0 ft:=Roof Height <br />zc 12ft:= Height of Ceiling attachment, conservativel use max <br />zw 0ft:= Height of wall attachment <br />Seismic Force Calculation <br />Wall Loading <br />Fpa.wall <br />0.4 ap SDS Wwall <br />Rp <br />Ip <br />1 2 <br />zw <br />h <br />+ 0.7 psf =:=Equation 13.3-1 <br />Fp.max.wall 1.6SDS Ip Wwall 6.98 psf=:= Equation 13.3-2 <br />Fp.min.wall 0.3 SDS Ip Wwall 1.31 psf=:= Equation 13.3-3 <br />Fp.wall if Fpa.wall Fp.max.wall>()Fp.max.wall, if Fpa.wall Fp.min.wall>Fpa.wall, F p.min.wall, (), 1.31 psf =:= <br />Ceiling Load <br />Fpa.c1 <br />0.4 ap SDS Wceil <br />Rp <br />Ip <br />1 2 <br />zc <br />h <br />+1.53 psf =:=Equation 13.3-1 <br />Fp.max.c1 1.6SDS Ip Wceil 6.98 psf=:= Equation 13.3-2 <br />Fp.min.c1 0.3 SDS Ip Wceil 1.31 psf=:= Equation 13.3-3 <br />Fp.c1 if Fpa.c1 Fp.max.c1>()Fp.max.c1, if Fpa.c1 Fp.min.c1>Fpa.c1, F p.min.c1, (), 1.53 psf =:= <br /> 3 of 23 <br />2130 E 17th St - <br />10111279406/07/23