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'i�-. � . t��. . . �� . . . . . <br /> Engineer's Inspection of Ihe Properi� Located at pa�� ��. <br /> 261t3 and 2626 RuCker Avenue, E���erett, WashinytOn <br /> beams and the posts supporting them. Suitable steel plate connectors, or even good <br /> plywood gussets, can reduce damage during an earthquake. <br /> This toundation provides inadequate fateral suppOrt to ihe building. This deficiency could <br /> result in extreme damage during an eanhquake. I recommend that a Iicensed engineer be <br /> employed to dosign and supervise the installation of a lateral bracing system. There is <br /> untreated wood in contact wiih concrete along the rear oi the boiler room. This can and has <br /> caused Structural deCay. Untreated wood should be separated irom concrete with a durable <br /> vapor barrier material ot some soR. <br /> Based on the available evidence, I consider the structural integrity of this foundation to be <br /> poorer than normal for buildings of similar age and type. The evidence indicates <br /> less-tltan-normal stability. I would expect slight movement to occur in tYte future. It is <br /> notewoRhy that toundation movement usualiy occurs in step tunctions, thai is, there is no <br /> movement for a long time, and then there is very rapid, even sudden, movement. This mean: <br /> that a telafrvely long period of no movement cannot be accepted as an indiCation that future <br /> mo�•ement is unlikely. Greater than normal succeptibility to earthquake damage is ir,dicated. <br /> PONY WALLS: Pony walls are the relatively short walls that rest on the perimeter toundation <br /> and : .>noA the floor above. 8ufld(ngs with such walls, such as this one, are more <br /> suscc;. .,ole to eaRhquake damage than are buiidings without them. <br /> WOOD pECAY: (See general information on decay in this section u�der Building 2618.) In <br /> additl.on to, or as noted elsewhere in this report, I found wood decay in the fotlowing <br /> locations: <br /> In relatively smatl poAions oi the roof sheathing in the deck rooi. <br /> In the window sills. This decay is most severe in the south and east facing windows. <br /> ..���.,_,':-,. . . �� � .�,.; �a� � u�,� -�..�:�*tr-_ <br /> ^.,�, -.;.z�„`Ziottom of the deck stairs. =''-�- " - _ -� "--==`-- �` '"�-'�'�_ <br /> In the stringers of the deck stairs. <br /> In large po�tions of the fioor decking of the deck. � <br /> In the posts suppoAing the deck. <br /> In the boiler room fioor plate. <br /> In the wood support structure near the ground af the southeast corner oi the buiiding. <br /> In numerous location in the lower level portions of the garages. <br /> In the sill oi the deck railing. <br />