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( <br /> STURDY ENGIIVEERING _ �� �&��_�- <br /> . � ti I' �� 1: .A f 1 t) .V <br /> Date: July 28, 2003 <br /> Job No. 1216-01-GS <br /> �ATERAL ANALYSIS <br /> for <br /> Timothy Heale <br /> Proposed Detached Garage <br /> 2230 Adams Avenue <br /> Everett, WA <br /> Seismic: Zone 3 <br /> Wind: 80 MPH Exp 'C' <br /> Roof Snow/ Roof Dead: 25/10 F:t <br /> Floor Live/ Floor Dead: N/A <br /> Required Soil Bearing: 1,500 psf <br /> Note: Sturdy Engineering Corporation does not assume any liability for elements that <br /> are not specifically addressed in this anaiysis. This report is valid only for the <br /> specific project shown above and herein. Any sheets, which are not bound to the <br /> original complete set are not valid ard �hall not be used (excluding authorized. <br /> stamped addendum). <br /> Contents: Page <br /> e,c.°�.d._a r <br /> C�i � <br /> Plans (Reference Only) A.3, A.4 � E fr''' � ��a <br /> Lateral Analysis 1-10 1 ". <br /> Shearwall Schedule 11 �� <br /> Shear Transfer Nailing Schedule 12 �� , ;��� , � <br /> � <br /> � <br /> O� � �^. <br /> �� _— ` <br /> �ivAl.��,��� <br /> - e.Ts^` <br /> � ' cx��=1E5 �?r,artpp�. <br /> NEW ADDI1E55 k PMONE NUMBER: <br /> Sturdy Engineering Corporetion — <br /> 7168SanJuanHi0l.ane . -��� � <br /> _'��-1 Hivcrsidc Ur_ S� AnacoAes,Was�ing1on98221 <br /> P�on8:360-299-2511 Fax:360-299-2698 <br />