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a <br />T�WC'-I1Jn r <br />STRUCTURAL SURVEY OF SETTLEMENT DAMAGE TO BUILDINGS <br />CS H <br />Ss yxln <br />rI H <br />k <br />� <br />This is a report of findings resulting from structural field investigation <br />� <br />z] H 0 <br />of several buildings located between Hoyt and Rucker Ave., and Hewitt and <br />ti H <br />y C <br />p <br />California which were in the area of ground subsidence. <br />H Cd <br />O H <br />H [�7 <br />Z <br />Tim Tyler, Everett Building official, called November 27, 1989 and asked to <br />y <br />z <br />H y <br />have several buildings, which showed evidence of movement by cracked masonry <br />dp to <br />H <br />000 <br />Walls and concrete floors, investigated for structural damage. The writer <br />tM r <br />M <br />met Mr. Tyler at the site 2:00 PM, November 27, 1989 and in his company and <br />y En <br />y O V. <br />owners of the building, a structural survey was made. <br />FINDINGS <br />e <br />Building at <br />2812 Hoyt - The building <br />has concrete foundation with exterior <br />walls of concrete masonry an.i ;rowed <br />no recent apparent damage. A number of <br />clacks were <br />observed in concrete and <br />masonry walls, not of Which were <br />significant <br />Or Of recent occurrence. <br />It was suggested that the cracks be <br />� s <br />watched to <br />see if any increase occurred and if so notify Mr. Tyler at once. <br />J_ Building at 2818 Hoyt - This building has concrete foundation With concrete <br />® masonry exterior Walls and Showed serious structural damage t0 south and <br />west masonry walls and concrete basement floor. West Wall had major crack <br />separation of concrete masonry units With several Cracks in a diagonal <br />pattern from floor to ceiling. The west door frame had separated from <br />masonry. The south wall had a large number of diagonal cracks through <br />EngineeringlPlanning-2911 Bond Street, Suite 201, Everett Washington 99201, (206) 259-6071/Seattle 362.6684 <br />