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( { <br /> JARNOT ENGINEERING, INC. d08 _ <br /> P.O. Box 704 SMEETNO. Oi <br /> MONROE, WA 98272 <br /> PH. (360J 863-1831 CALCULATEDBY DATE <br /> FAX (360) 863-1481 CHECKEDBY DATE _ <br /> SCALE <br /> c�so�-o ca <br /> PROJECT: 2042 5F RESIDENCE `F, �rh �� �l e ��a5c o,,�� <br /> LOCATION: EVERE1l'. WA <br /> CLIENT: MORGAN CONSTRUCTION <br /> JEI JOB NO.: o8-O i-i i 8 <br /> CODE: 2006 iBC <br /> LIVE LOADS: <br /> FLOOR: 40 PSF <br /> SNOW: 25 PSF <br /> WIND: 85 MPH EXP B <br /> SEISMIC: ss= t .30 5,=0.40 <br /> . DESIGN CATEGORY D. SITE CLA55 D <br /> DEAD LOADS: <br /> ROOF: i 5 PSF — <br /> � � �� l� T. ,I,1 <br /> FLOOR: t O PSF / ;` ,�wae w^sy�,� p' <br /> � , <br /> ��... :' � �° d�� �`' � � �< <br /> SOIL: ' i i "'-' `_� � �— y=\ . <br /> / �a,. , ' <br /> BEARING: 200o P5F �, F zf;a � <br /> �. .�.�`°�s <br /> LATERAL: �': "Sr ,r:�`,4a� , <br /> `..` pNqLE, <br /> L-,�'-a'�`� G�L<','/ ,c . <br /> `<: <br /> EXF�._�ES4I101�( P1 � <br /> .. . ::IIILCUii':d p���.tA:.�..r.u� , .. .. . . .. . .. .. .. i. ... . <br />