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JARNOT ENGINEERING, INC. '°� ( <br /> P.O. BOK �O4 SMEEf ND. OF <br /> MONROE, WA 98272 <br /> PH. (360) 863-1831 c��cuurtvar_ oa� — <br /> FAX(360) 863-1481 p/ECKED BY w..� <br /> SCALE <br /> C lL(`j 3-p('/�7 <br /> (�ROJECT: _ SPLIT-LEVEL RESIDENCE i � �I e. �RS Q �'�Y <br /> / <br /> LOCATION: EVEREIT. WA <br /> CLIENT: 111GH DEFINITION CONSTR. <br /> JEI J013 NO.; I 2-03-i 03 <br /> CODE; 2009 tBC <br /> LNE LOADS: <br /> FLOOR: 40 PSF <br /> SNOW: 25 PSF _ <br /> WIND: 85 MPH EXP H <br /> SEISMIC: St= I . I8 , s,=0.41 <br /> DESIGN CATE60RY D. SITE CLA55 D <br /> DEAD LOADS: <br /> ROOF: 15 PSF <br /> FLOOR: l o PSF . i�. .1 �` <br /> p�. ��.{•,. <br /> �' � !�_ <br /> L `�. � �. <br /> SOIL: ,�'�� ��^ <br /> .:, � !:: <br /> � . <br /> � , � <br /> BEARING: � 2000 P5F � � <br /> LATERAL: �`,r:,':y\ _ - � . <br /> � _ <br /> `' -:;• - <br /> `':�`.. - - ��li,�2 <br /> n...,v�i.�N[I1SCU5T!M p � -�nsrnice . .. . , .. .i._i...�i . �...:�::r . .H.��e. r.c � b 10¢��> . <br />