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. � � <br /> IiNLehtinen . By Date � <br /> I�.n�!incerin� Pa�e No, of <br /> ai2ci �ioyi n��. <br /> , r:���•�u, wn ��szos <br /> �a2s► zsz-zs�3 <br /> VYINT� br,S7GN � <br /> nLSIGN W7ND ,�12�SSUTiI;S S�OR STRUCTUR�S OR �LLn�iLNTs <br /> . OI� S7'R7ICTL"712LS STL�, 'LT� B� D�T�TtMIN�D FOTt r1NY'T-T�TGI-1'1' <br /> I1�I ACCUI2DMICL: �'1TI-1 TI�I� T+O�,LOWII`�G rOR11�ULA: <br /> P., _� �w I?,,n � (Lquatiun 16-3a) <br /> whcrc: <br /> .1 = Adjustrncnt factor 1'or Uuilding hcight and expu- <br /> sure 1'rom Table 1609.C.2.1(4). , . <br /> /,,, = Imporlance factor as defined in Section ]609.5 , <br /> P,:,u = �iroplilied �lesign wind pressure tbr Exposw•e 13, <br /> ut /i = 30 fceLt (9144 mm). .iud for 1,,,= L0, from . <br /> 'Cuble I GU��.U.Z.I�I�. TAOLk i60i.B.2A(1� <br />� SINMIlFlLO OGSIGN WINU POESSIIflE(YAIN WINpFORCE-flE6t8TN0 BVBTk.Y,p E�pown 9 el�o]OIw1 rlu�1 c 1.0)(�aQ <br /> NI.!:Y: �M1E8 <br /> WIHO IlflOt IIUDI' Nnryq�INPrxwr Vy11C�IPl��xv�� OrNIW�___ <br /> '+PCL11 �I11iLE IlliC W LMU - <br /> In�IY�I_LIIL•ey u- _c�se _ e o c o � e s n u ea�_ a�_ • <br /> UmY �9u I 115 .SY 20 J,a -1]Y .9Y -Vu �bl .I•�1 .BJ <br /> 11� ) 1 1]9 �s.a Y6 _.]1 .11Y .�� �4e aS 1�41 .IS.� <br /> H• 1 1 1�1 -�l 96 .].9 .I\Y -0p .4A -OV .1��1 .ISI <br /> � Nf 1 1 154 �.1 Iae .i] .IIY .9e .no 4.1 .i'�1 _ .NI <br /> 3Y 6 1 1�� t.l IILI ]A -0A .Y.'7 �� -lL �Ila -IUI <br /> 1 — — — 3.1 Jl .Ol d0 — — . <br /> UYUHY lu�❑ I I3L Y.� 10] 70 10 .�/ 111 .h9 1Y -S] <br /> J� X 11 0 SII .lv 1 .5' <br /> S�TSMXC DESX� <br /> � <br /> 'TIIIs TOTAL D�SIGN 13ASL ST-TLrLl2 TN rl,'G V�N ]�Ilt�CTION , <br /> SH�Ll, 13L D�TT:RIYIW�n I'120M TIi��i�'O�, �QWING rORA9ULA: <br /> v _ 1.2Sns �� ..._ _ , <br /> R <br /> whcre: _ ' <br /> Si„• = The design elastic response acceleratia� at short <br /> period as determined in accordauce witl� Section <br /> 1615.13. � <br /> /i == The response modification factor from TaUle ' <br /> 1G17.G. - <br /> 11% — The effective seismic weight of die suvcture, incl�d- � � <br /> u�g thc lotal dcad load and otl�er loads ]isted Uclow: /�� <br /> � ' <br />