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i� - <br /> LATERAL CALCULATIONS c�E"T: <br /> NASH�ASSOCIATES PROSECT. <br /> WIND WORKS,�ET <br /> � <br /> dRCFIITECTS PER ]BC 12 DATE <br /> HS MPH/IIO MPH= NOMINAWLTIMATE WIND SPEED NAME: <br /> 19.6 PSF- EXPOSURE •B" <br /> FRONT ELEVATION LEFT ELEVATION <br /> REAR ELEVATION RIGHT ELEVATION <br /> LOCATION TOTAL SHEAR FORCE (#) SHEAR UNIT SHEAR <br /> W a H a (see char[ for wind pressure WALL SHEAR WALL <br /> � spec�fied height) LENGTH (ft) (#/ft) TYPE <br /> I II d l/Sx�r .r14, (o � Z�Z <br /> l�N6 �W� S 1 <br /> Zu lSra x(q� 6 �� <br /> Z� e <br /> /� 1�u _ 7 3 <br /> Q�� 1 �� x14, � <br /> ���0 1�� � lSK /�I-<v � r <br /> �� �2uxaxt�� Gl <br /> ��,�_ ��,��,� �9� � � <br /> �rzs3 �3� 3zs oiy� � <br /> � <br /> dzs� 9 i3� — <br /> �NUx(/1/ �Sk�r X f 4r 6 � -i / 7v 6 <br /> y3vZ � 3 � ( 02 � <br /> ZwdwW �ls+'mk ( G� b � � 17 � ,b <br /> � <br /> y3GZ `�Z 10 �1 � <br /> f��wa,v✓ �jux� kf�r� �O � �7�t� D <br /> �� '� /l, S � �f2�t /�/- 3 �l <br /> B.v�tW �7 XR k G� � �' �1 2 3 � ce� z,y <br /> G(o I 3 � �D 5� �,-K-� <br /> Gw�'�N � Zu°' k �a� (�� filZs �( 33�0 9 ' r- � <br /> 11$44 N.E. BOth St. Kirkland, WA 98033 (425) B2B-4117 Fax (425) 822-1918 LZ�Z� <br /> WWW NASH-ARCHITECTS.WM <br /> I • <br />