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�067�16`59 RRI:EP. EIJGItIEEP.S <br />BAKER EN(31NEERS, INC., P.S. <br />STRUCTURAL DESIGN <br />P.O. BU% 1897 <br />LYNNWOOD. WA 990Afi•1697 <br />July 9. 199h <br />lack luhnston <br />2731 Fedetal <br />Evereu, Wasltington 9820i <br />Subjecr. Johnstot� Residencz <br />5021 I�arbor Lane <br />E��erett, Washingron <br />Job No. 19.94.223.3 <br />Deu Mr. Jolmslon: <br />559 P01 JUL 09 '% 11:15 <br />EDWIN F. BAKER. p.E. <br />PRESIDENT <br />At your request 5teve Lidicker ui' Iiaker Enginters visited dte sfte oE Uie subject strucwre on luly 9, <br />1996, to determine lhe adeyuacy ot the exlerior wall footing widths and reinforcement. Beker <br />Engineers has detemdned that the existiug fcwting widtbs and reinforcement are adequate, providecl thnt <br />there is no bdck veneer on U�e ezteri�r walls of the structure. However, at the time of tl�e site visit it <br />�eas derer�uined that the fooHng at the gar�ge doors and along the nor�h elevation were not bearing IS <br />inches below finished ezrerior grade. Therefore, hlr. Lidicker inswcted yuu and your Coundetion <br />foreman w dig these tootings dowu to the cequ:i•ed depth. <br />if we can he of furU�er assistance, please call this o[fice. <br />5incerely, <br />oAKER ENGINLERS, INC., P.S. <br />C� � ; <br />F v�p F. Baker, P.F... <br />President <br />Steveu S. Lid�c er, .E. <br />Staf( Engineer <br />Post•�t" Fnx Note 7671 <br />To -IAU� �4+q1,L'li1D.l <br />COJC�ept. =GVIN :� �A! ��L,'/'•:•L <br />Phone M <br />rm� 7.��)-'7�,I.z.. <br />-i-a-���pA�9. <br />>Ye✓L l.i:.rc'[ <br />3r1kR �C F, �.iG �A <br />r• '/:l' I:�:i�i. <br />i�ii �� L �SF <br />8828 212TH S,W. • L <br />� <br />�' <br />WASHINGTON D8039 • (2061771�fi688 <br />wM 2110I <br />.; <br />