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SEGA Engineers � <br />� Structural & Civil Consulting Engineers <br />Julv 25. 20t � <br />To: Buildino Official <br />Citv oi Everett <br />From: Greg Thesenvitz, PE/SE <br />Principal <br />Re: Highmark Homes. <br />Plan No. L2-2175 <br />1235 Donovan Lane <br />7'ot��y�+ <br />C>�n4WASkI�, � <br />'��y�26606 <br />�R�� F <br />SS��NAL <br />CII <br />P <br />I �"r <br />SEGA Enaineers has orovided structural enaineerina incluomo a iaterai ioaas ans�:.: <br />shear wail design, and framing calculations fur the subject oroiect. Vve have been asked <br />to review a field condition where the site prade reauires an extended elevation of tn= <br />oerimeter foundation wall to about 4 feet in heiqht. We recommend using the typical <br />stem wall (oundation as shown in detail 14/S2.0 while placing compacted fill on the <br />interior side to a height oi about 2 feet which will result in a grade difference ot about 2 <br />feet. The interior fill may be sloped away from the foundation at about 4:1 (H:V). <br />Please address any questions to SEGA tngineers. <br />SP�CIAL INSPECTIGN REQUIRED <br />Cc: File 11-007 BY CITY CER� iF� .�� .:,i�-Cl ;�. !NS��CTORS <br />FOR TN�. � . ',;ORIt <br />1C' S,�I � s I/� sv� C�c 41v _��� p�4c�� <br />_. �.. � i�'P' cTc al <br />� �9s� <br />❑ corar��tiwus n::,..::�;; �r�sr�Ecrtorv <br />[� YYELDING INSP[CTION <br />[� FMC#1 SIREfVGTH BOLTING INSpECT}ON <br />� OTMER <br />/ Z S�� � <br />2 � <br />• y 'i <br />Z AD <br />'�� Z � � i <br />'_�939 SE 292"° Place • Bl�ck Diamond. Nashineton 98010 �(360) 886-1017 <br />