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`� � . C . �. . <br /> . . . By c�_ ot,�., <br /> HNLehtiner�' ' Pro��c • <br /> En¢ineeririL Subject Project No. <br /> 4120 Hoyt A�a Paga No. ._ ' <br /> Evercit,WA 98203 <br /> (423)25�2373 <br /> �� ac�s-ao <br /> ���vl � f'{t �1a3P Cn ��-� <br /> PROJECT NAME ��� � `^�J'T/�^ l�� ^ ��� "�'''�J �V'-'� <br /> PROJECT NUMBER I � � a� <br /> LOCATION WASHIN�►� , � <br /> CLIENT ��'�-��n�� . <br /> DESIGN CRTTERIA <br /> CODE � �G �6 <br /> I,IVE LOADS �� p�,� <br /> FLOOR � �*� <br /> SNOW �� �� yi <br /> � '` g '� � � <br /> WIND ��r--=— � I,S;H IN <br /> �',�A-'T���RI`� �2 �� OF�'��Skt�. � <br /> SEISMIC — � <br /> T <br /> � DEAD LOADS � <br /> ROOF 1� p� �: .� <br /> , �G . .a z•tic2e <br /> FLOOR IO PJ( "�c;�V'�=c�-��E`.� <br /> S'��,i.e' ;�� <br /> SOIL VALUES '• ^'' " � � <br /> 000 P�✓F ti"".' ..��. <br /> BEARING 2 . . .. . .. <br /> LATERAL �� <br /> C ROVED BY: <br /> , � -STRUCTURAL UNt.Y <br /> ; • <br /> DA� <br /> JURISDIC�'ION �r�RpTM� . . � • • ''•SNGIIrEBR�Ssr�t. <br /> �pDTPiONAt IS POR UT6RAL <br /> gEQ�npklliNTS OR C]iANGL+S To ri.nn� ��S��Y <br /> ,�gp AS SH4WN SFi7'. ' ' �ILpSS NOT¢D <br /> N07'ES,SCHHDlJLBs AND DETAIIS PER StIT• <br />