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PROJECT NAME:THYSSENKRUPP <br /> lOB:15-1157 <br /> DESIGN OF MEZZANINE FLOOR <br /> SEISMIC DESIGN <br /> Maximum conside�ed earthquake s;.ectral responba accelerations <br /> Given posltion: <br /> 11';�shingtun,K i ng.,.,,,,w'A.Arcn <br /> I.;u -47.N95,Long--12?.?46 <br /> tihun pcncxl..S,- 12X.R"6 uf g <br /> 1 xcontl perioJ..S i-46.0"�o(g <br /> Site claee and adjueled mezlmum spactral ecceleratlons: <br /> Sitc cLus- D <br /> tiim c�xlliricnl.6'„ - I.oll 'Itiblr ' 1.4-I - Inlcrpnlalcd <br /> sa<<���n�����u.r, - i sa lnhlc . LJ-2- INcryx�ImcJ <br /> llic aJjusi.J m;�ximum spc.tral respnr.x per 01 I A.� <br /> .S,i,-h;,S,- Lunll?91- 1.29g 1'.y I L41 <br /> .1'�n- h,5i�- 1.54111A6�-0JIg 1'qllA-' <br /> Design speclral acceleratlona parameten: <br /> .Srn- 1'7.�'��.- P311.29g1-II.N6g I'.y Il.d-{ <br /> Si��- "l.ti���- "qU]Ig1-U.47E f.y Il.d-J <br /> Building category end Importance factora: <br /> C:�icpury- II Iper'fxMr I I.S-I 1 <br /> (�:tl¢�un' - I I:�ti delincJ ptr Ibulnnro al <br /> 6npnrtanc.Ihrtur,l, - I.110 <br /> Selsmlc Dealgn Category(SDC) <br /> � � • I I.b-I.I'g I16 <br /> 1l1`A A' � � ir.l�i„ � RS.t.Jg.tiD(' - U <br /> '�%�M ;� <br /> ���,• �,11 �'a11J� 11;R Pg I Ih <br /> Ri�;..' � ' <br /> �.� �sp M �„� ��� az�uE.snc u <br /> � x� � � t 1 ���� . <br /> � �� u s sAr�1� <br /> , � • � K�. ti�iP��r��all.�rnh.hr;n�panil.-��nod suvciurul pnncl. shcct s�ccl pancls <br /> ��+�.Y'..•.,�g��+M•:��aldc I?._'-II <br /> �fl„ -� ?11�?.5 li��Ilcxihl¢diaphr;iEm-Not¢41 <br /> < d -0JI <br /> 8ullding element welghts <br /> CUSTOM DESIGN & ENGINEERIN(3, INC. <br /> June 1, 2009 Page 2 <br />