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f �� SOLTND STRUCT[1RAL Job No.: 04=22 <br /> I � ENGINEERING Date: Febcuarv l8.2005 <br /> ------- - - ---- - ..-,. ----- ------- --- ---- <br /> 1813 175°P[.ACE NE Ptane(425)643-2621 <br /> BELLEVUE,WA 98008 SoundStrucEng(a)aol.com <br /> , - --- - _ <br /> __ _ _ _._. _ __. _ _ <br /> I �w�� _Q,`f <br /> STRUCTURAL c,'ALCULATIONS FOR: <br /> DETENTION VAULTS, SCREEN WALL & CULVERT FOOTING <br /> � FOR <br /> EVERG1tEEN RETAIL CENTER <br /> i ,,�r,�.��..a. 11400 EVERGREEN WAY <br /> y��.��`����.•,��a� EVERETT, WASI-IINGTON <br /> n'-�'� ���'� : `'�.;,;.c�,�.� <br /> �./ .�:- � / •'.� ,- •r�;� � <br /> "� ` �' � CIVIL ENGINEER <br /> � , . <br /> � 4>';.. � � i;,. ,:�"F�Z"�R�oS PACLAND <br /> I '� , ;`� .;�'1144 EASTLAKE AVE., E, SUITE 601 <br /> J `'`� �'° EATI'LE, WASHINGTON 981G9 <br /> i �";'''"°� ��-0'7 PHONE: (206) 522-9510 <br /> I S7'RUCTdIRAL DESIGN CR.�TERIA: <br /> � WINL� LOAD 85 MPH EXPOSUI:E`C' <br /> SEISMIC LOAD SEISMIC DESIGN CATEGORY D <br /> (SOILS SI7'E CLASS C) <br /> IMPORTANCEFACTORS 1.0 <br /> LIVE LOADS CASE A: UNIFORM LOAD OF 250 PSF <br /> i CASE B: AASHTO HS2G-44 TRUCK LOAD <br /> � <br /> SOIL DATA <br /> � FOUNDATION DESICiN BASED ON GEQTECHNICAL ENGINEERING REPORT <br /> � #J-1443 BY ZIPPER ZEMAN ASSOCIATES, INC. DATF,D JUNE 20, 2003. <br /> ALLOWABLE BASIC S�1IL PRESSURE IS 2Q00 PSF. ALL FOOTINGS TO BEAR <br /> i ON SUITAHLE NATNE SOILS OR STRUCTURAL F[LL PER THE <br /> I RECOMMENDATIONS OF 7'HE GEOTECHNICAL ENGINEER EXTERIOR <br /> POOTINGS T�J BEAR A MINIMUM OF 18"BELOW LOWEST AllJ,10ENT <br /> i EXTERIOR GP.ADE. <br /> i (�j� <br /> I <br />