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Pitzer 8 Associates, PLLC Title : � Jeb # <br />':�TZF.R .k ASSOCIATES, PL� P742CoIbyAve Dsgnr: tjp <br />5'IP.P�T'P_1L kFpI4F.FPS <br />I.— . =-= �..nu, "� °°�•.+:^��� •:: Suite 722 Project Desc : C l I G�-CGS <br />c,�n.n. �c:� ^n:o� <br />� oi�,.�r�„��=c��� Everell,WA9B201 pra'ecWotes: <br />.�����i iw����„�ci..ro,��„a..w,� OHice:425-308A070 � <br />Fax: 425 ?583292 Pnclta. li J?!1 i]fl. I �:5�' � <br />� 1[)ocuments aM SelEngslTan.OKNER�OFF01D7fiPAty DocwrenislENERCALC Data FiNsWeam lemd�s.ecc <br />ASCE 7-05 Seismic Factor Determination eNeacn�c,�Nc,�m,,.v«s.,.ez Na3sea <br />�escripUon : <br />Sefsmic Base Shear <br />_._- - --___.-------�---._.-_..___ <br />Cs = 0.0893 from 12.8.1.7 <br />Vertical �islnhution ot Seismic Forces <br />' k' � hz exponent based on Ta = 1.00 <br />Calculated for Allowahle St'ess Design Load Combinatians ASCE 7-05 Section 12.8.J <br />--_-— — <br />W(seeSumWihebw) = O.00k <br />SeismicBaseShear V=Cs'W= p,ppk <br />Te61e ol building We'ghts 6y floorLevel... . .. <br />- - - -- -- - - �-- --- -- - -- - <br />Level X WI : Weighl HI : Heght (WI' Hi) "k Cvx Fz=Cvz' V Sum Story Shear <br />. ._ . __. __ .. .- ------- ---- ..-.-_.-.._._ <br />- --- �-._ . ...— ------ -- � �----- <br />SumWi= �O.�Ok SumNi'Hi- O.00k�ft TotalBaseShear O.00k <br />Base Moment = <br />Diaphragm Forces : Seismic Design Category "D", "E"8 "F" _ <br />Level # W Fi Sum Fi Sum Wi <br />_ _ _ - <br />Wpz . . . . . . . . . . . . . . . . . . . . . . . . . . Weight at level of diaphragm and other struclure elements attached to it. <br />Fi ... . .. . . . . . . . . ... .. ....... .. Design La'eral Force applied at the level. <br />Sum Fi ..... ..... ..... ....... . Sum of'Lat. Force' of current level plus all levels above <br />MIN Req'd Force @ Level ....... . 0.20' Sos ' I' Wpx <br />MAX Req'd fcrce @ Le�el . . . . . . . . 0.40' S ps ' I ' Wpx <br />rpx : Design Force @ Level ....... Wpx' SUM(x->n) Fi I SUM(x->n) wi, x= Curtent level, n= Top Level <br />Wall Anchorege___ <br />- ---- -- _ _ — — <br />S�Ilcrete 6 Masonrv Wall Normal Force � Minimum Force oer ACSE 7-05 1211.1 <br />Minimum Factor : 0.40' SDS' ImpoAance' Weight = 0.3317 • Weighl <br />Conuete 8 Masonry Wall Anchorage Seismic Design CateaQry 'C' 8'D' per ACSE 7-OS 7211,2.1 <br />AGual Wall Weighl Tnhutary lo Anchor = <br />Fo : Anchoraoe Desian E4rce <br />Ri id Diaphragm Design Force = O.AO' SDS' I' Trib. Weight <br />I xi61 �iaphragm Design Force = 0.80' SDS' I' Trib. Weight <br />Cambfnatian of Load Effects <br />Load Deacrlptlon <br />D <br />Dead Load <br />0.000 <br />0.000 <br />0.000 <br />0.000 <br />0.000 <br />0.000 <br />0.000 <br />0.000 <br />e <br />a <br />�e <br />Seismic Load <br />0.000 <br />0.000 <br />0.000 <br />0.000 <br />0.000 <br />0.000 <br />0.000 <br />0.000 <br />Ibsl lin. ft <br />0.00 Ibs 1 fool <br />0.00 Ibs I toot <br />E=p'Oe +0.20'SDS'D <br />E=p'Qe +020'SDS'D <br />e=p'ue �u.�u•aua'u <br />E=p'�e +0.20'SDS'D <br />E=p'Oe *020'SDS'D <br />E=p'Oe �0.20'SDS'D <br />E=p'Oe *02U'S�S'D <br />E=p'�e -o.2a•sos•o <br />Fpz <br />Sum Story Momenl <br />0.0 k n <br />ASCE7�05 9.5.p.6,4.4 <br />ASCE7A5 f2.4.2.3 <br />_ E <br />H & V Load Effect <br />0.000 <br />O.OQO <br />0.000 <br />0.0(� <br />0.0110 <br />OD00 <br />0.000 <br />0.000 <br />