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� <br /> CLIENT: <br /> NASH�ASSOCIATES SEISMIC ANALYSIS PROJECT: <br /> .aRCH [TECTS �R � 12 DATE: <br /> NAME: <br /> 2 <br /> SEISMIC: <br /> � _ (c.) (wap �P�y�oa) <br /> 2nd Level: h <br /> RooE (Asphalt / Cedar Shake) 10#/ft X �Z �� sf = 12 ' � V <br /> or �,�e) 18#/ft X sf = <br /> Exterior Walls: L x 10#/sf x 1/2 (h) <br /> I�ODk(DY� ��(Ez) <br /> �ace�so� waus: � x ey/sc x i/z (n) �j/ �Z�j ��� <br /> /6ok�8.����.�(� <br /> TOTAL = �{(Lyt <br /> Sst Level: <br /> RooL (Ist Floor Roof) 10#/ft X sf = <br /> zaa e�oo�: ioy/cc x_11.Y.b—sf =-�� <br /> Exterior Walls: (Ez) + L x 10#/sf x 1/2 (h) <br /> bkbb �- 1/IDk ( OkU� � �—�E1� <br /> Interior Walls: (I� + L x C#/sf x I�G (h) �0o T <br /> S�ZOt f�OkBk�(� '�� �� «i� <br /> ,oT,�: = 3300o S6�Zn 1 <br /> .� J <br /> Basement: <br /> lst Floor. 10#/ft X sf = <br /> Exc��so� waus: (el� + � x ioy/sc x i/z (n) <br /> Interior Walls: Q1) + L x 8#/sf x 1/2 (h) <br /> TOTAL = <br /> 11844 N.E. 80th St. Kirkland. WA 98033 (425) 828-4117 Fax (425) 822-1918 <br /> �, WWW NASH—ARCHITECTS.COM � <br /> f <br /> iiG � <br />