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�. <br />a <br />��x <br />�Hy <br />H �� <br />� H� <br />h�C H "U <br />V1 M <br />� �� <br />��8 <br />c�• o <br />ti y � <br />Ny <br />gdy <br />e� r <br />m <br />�o� <br />STRUCTURAL DESIGN ASSOCIATES, INC. <br />' ' CONSULTING•ENGINEERS <br />56J0-t981N5i SW PO BORS)GL <br />, , LVNNW000.W>9BJ�6 �'iUNE IXbi))5)U� <br />October 26, 1990 <br />Mr. Dan Ostman <br />17910 North Road <br />Lynnwood,- WA 98036 <br />Subject: Building at 841 Harbor Lane, <br />- FOOTING INSPSCTION - <br />Our ref.: Inspect\94-570.ccc <br />Dear Mr. Ostman: <br />Everett, Wash. <br />At your request, this office made a footing inspection on October <br />26, 1990, at which time the footinqs had been poured and the <br />concrete forms were being removed. <br />The proposed 40'x64' two story wood framed structure is currently <br />under construction. The building site slopes down to the north and <br />the footing steps down in several locations. <br />A cantilevered retaining wall wae specified on the approved <br />drawings ("Typical Wall Section", sheet 4 of 5) for 11'-0" alonq <br />the west side. The footing reinforcement for this retaining wall <br />�aas improperly installed and is structurally unacceptable, however, <br />the M4 x 1'-6" dowels at 18" o.c. may be used for a basement wall, <br />spanning between floors, as shown on the enclosed cketch. <br />Please contact this office if we may be of further assistance. <br />Respectfully aubmitted, <br />STRUCTURAL <br />by: � <br />ASSOCIATES� ZNC. <br />Kase Vanden Ende, P.E. <br />president <br />gVE/eve <br />Enclosure <br />y: FUCT1:RPi f vC, t.El u NG UCS�C.h n�.r in:VL F!iGr.��O•� <br />