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PR�.EC'f NAME: FLAKE BLDG TI <br /> JOB: N9•1624 <br /> Lateral design <br /> SEISMIC DESIGN <br /> Maximum considered earthquake spectral response acceleretions <br /> Given posftlon: <br /> N'ach ington.F:ing......,W A.Arca <br /> Lat °J7.989, Long =•122?00 <br /> Short perio4 5�- 110.3"�o(g <br /> I secand period,S i -J?.5 ".o o(g <br /> Site class and adjusted maximum spectral accelerations: <br /> Sile class=D <br /> tiue coeRicient, F„ = I.u2 iahle I 1.4-I • Interpolaied <br /> Site coeflicient, F, = 1.57 Tahle I 1.42- Interpolated <br /> The a,h�sted macimum spectnl respunse per�I I A.3 <br /> S.�t F„S�= 1.0211 201= 1.23g Eq l l.4•I <br /> S�u'F,Si= 1.57f0A3)=0.67g Gyll.d-2 <br /> Design spectral accelerat�ons parameters: <br /> S ,.- '_,7�ti,n 2311.23g1 =0.8?g EyII.d•3 <br /> .�'m- ,��S.u '?��10fi7g1=0.45g Ey IIA-1 <br /> Building category and importance (actors: <br /> Catcgon - II Iper Table I1.5•I 1 <br /> Catcgon� - I l�t detined per foomotr al <br /> Importancc t��ctor, /:- I.00 <br /> Seismic Deaign Category (SDC) <br /> r�ni� i i h-i. rE i i�, <br /> for.ti�„ NIJOp. SDI' I) <br /> I;iMc I I.h•?. PE I In <br /> ror s�,� �a��aE, suc' n <br /> snc o«„«„i, <br /> Building system <br /> R. Light (ramc waUs�rith shcar pancla - ��ouJ slruclur.d pancis�shcct �tccl pancla <br /> H 6S �lahlc 12.2•I) <br /> f2�� - i.0('_.� liir tleciblc diaphratm� - Noic'�) <br /> c',, • a.o <br /> Building �lement weights <br /> �s ^ <br /> CUSTOM DESIGN & ENGINEERING, INC. <br /> November 11, 2013 (` Page 14J ;� � <br /> \ <br />