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WEST � <br /> �NGINEERI � � � I�I, �J �� 8620 HOLLY DRIVE PHONE�.(425)347-8998 <br /> � <br /> S TRUCi il,^.i�L� '•� ._ i �,- SUITE 220 FAX:(425)347-8966 <br /> ING,ING ` I EVEREn.WA 98208 emailQwcse.net <br /> STRUCTURAL rALCULATIONS <br />� ':;, 2���20�8 <br /> C GF�p 2. -��� <br /> c � <br />-.���$,'.:-� Jti5}'�,M;�����Ld <br /> M,. ` � -, .. -,, <br /> C�^ �' Q',N/�,�f�'y, �L�CCr ___ \ <br />� � � � � � � �i �� �t+� <br /> e ��aS� ) <br /> n,:�;.: � .�, � <br />�r`;��'"` J , �x����� „ Q��v <br /> .:n.c rrt;KrEX� \ <br /> �'s��NAL GC'G . <br /> EXPIRES O4-13-2Q09� <br /> NOT VALID WITHOUT WET SIGNATURE <br />�`, <br />� ,_ project Description: McCandless Addition <br />"s �: �.� <br /> Project Location: 9512 Holl9 Dr. <br /> " '+�� Everett, WA <br /> <it'.. <br /> �"'Y: i <br /> Project Number: W2153 � <br /> �� Date: Pebruary 7,2008 �� <br /> :;i� <br /> i� <br /> � <br /> ���; Design Criteria: <br /> �:s <br /> Code: 2006 IBC/FlSCE 7-05 Soil: Site Class"D" <br />` e.;,,, Wind: 85 mph Allowable Bearing: 2000 psf <br /> >, g Exposure: B Passive Pressure: 300 pcf <br /> s` � KzC 7.00 Active Pressure: 30 pcf (unrestrained) �, <br /> Seismic Zone: Design Category D 60 pcf (restrained) E� <br /> � Fric�ion: (4�) 0.35 <br /> Snow Load: 25 psf LL <br /> Roof: 15 psf DL �" <br /> '.� Floar. 40 psf LL Il�y: <br /> r 10 psf D:. <br />�� � 4�, <br /> 4�n � � <br /> tty. . <br />�: �`�� <br />��"� Project: V1f2153 Sheet No� 1 2/7/2008 <br /> �� <br /> �� <br /> 5 .{ . y �: � \ � <br /> - ,t� � _ . ,yr� r x <br /> �+na.Y�'� � �,a n''.x 1.�� �.. �Pr.. �d s �. �r ' � <br />� ,��'" ;.' � .� '# � �f`7 �l., Z!1'v^21z 9 � :� <br /> �,� u" :x!, �; <br />.r F�� _ .� ,z.. . �¢ �..4T�la„��i€a ,,... _. s ..- . � ':y" <br />