Laserfiche WebLink
. . . < < <br /> SEISMIC DESIGN CRIiERIA <br /> oe�qn cifMa: ��'' <br /> •2010CalilwrriaBu7d�npCode •norvstnxlurdcomporrenh <br /> I •EarlhquakeGwndMolionPaametersV5A9.a <br /> � • ASCE7-05 <br /> Lotitude=I7.981452 Importance Focta.IF= � :e,: �r.s <br /> Longitude=•1T2.Y0l126 SiteCoefficient.Fa= �.031g ta�mii��� <br /> Occupancy Cafe9ory=11 rabr i-t Site CoefficieM.F,.= 1,588g tabr r La1 <br /> Slle Closs= D radre aa.) � <br /> Response Modification Foctor,Ro=p,5 rao�e i7.e�i Sm=0.436g ev�t..�� <br /> Amplifiealion Faelor,op= 1 rai!e i3.o�� 5,,,,= 1209g [o n.+-i <br /> MaPPed Porameter.Ss= 1.172p fu5G;1 SM�'0.654g Ea��.e-2 <br /> Mopoetl Porometer.$�=0.112p f�SG51 Moa$DF= 1.29 W E4�i3.?z <br /> Average Structure Height,h= 157.0 R Min SDF=0.24 W Cq��3.3d <br /> Height o(Component.z= 163.0 fl Seismic Design frorce.Fp=0.39 W en��3.3�i <br /> Sos=0.8069 Fa�t.a-; <br /> Seismic Design Calegory= D �av'^: ��-� �„�����.o�" <br /> s.hnre o�Npi rorc..r,%osY w:,'; . .' t+um�,. ,:�' <br /> •Volue has been mullipliod by 0.7 lor a dratl tompabon to ihe wind loatls ia detnmiMrig Ihe govertwg load cma. <br /> ICE IOAD DESIGN CRITERIA <br /> M�ipn C�IIMa: Nd�r. <br /> •20091nlerratiorwl BuAdng Coda ' <br /> •ASCE7-05 <br /> ICQ COICUIGH011 <br /> A!mwohcric'c�ng�PcrsSCe'-OA <br /> 1=0.450 in Figure 10�2 <br /> required=No IBC does not require�or buildin�s nor does D I00 require lor wafertonks <br /> t=O.00Oin <br /> Height of Component.z= 163,0 It <br /> Kn= 1.00 <br /> 4= I Toble IO-I nSCE 7 <br /> ta=2.OII,fr�Kz��o�s <br /> adOnk.tNeNnm.l��o,6o1e. �:- . � .. �� �-<-, <br /> r a�.h�.:� .Jaa•�r,-r�G�� �c,�:�*��*'n�NA-c,qn./�SF�a '!1':,q.alPuuCm��ME�;��mm�cJfNO2fMPiSl ,iar �>RonI7J:sJP�.+'.Iuv�IfCa�M�I <br /> ►roJect: Everelt Mutual Building Deslpn: <br /> 2707 Colby Ave E�E <br /> ���� Everett.WA9B201 <br /> ClienY. DO��: <br /> E N G I N E E R 1 N Q Cleorw're �Z���p>> <br /> SMe Number. rOO�� <br /> �,,, ,�E WASN0206SI0.2 � <br /> �f� <br />