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< <br />Nelson Consulting <br />19221 58"' Ave NE <br />Engineering PS <br />Kenmore, WA 98028-3118 <br />np��i �u,. 2oi � <br />\�s. Mclody Grand��hl <br />nllstutc Insurancc <br />7024 f���crgrccn �1�;�� <br />Lvcretl. VdA 983f1 � <br />SubjecC <br />A�s. Grand.ihl <br />Plour:mal�sis <br />(425)483 9126 <br />Fax: (425) 485 1 136 <br />B � [ o�-a� <br />f have perlonncd a dcsi�n chcck of thc cxisting Iloor joists in thc main room of thc upper <br />Iloor at thc abovc notcd address, using a �loor live load of �0 PSP, for oflice usc without <br />movablc parlitions. 'I�hc Iluor is open in l�vo arcas, at the north-east corner and at thc <br />south�i�est corncr. In thc first lorition. thc cxisting tloor joists ar�• 'z10 ��! 1G" oc. and <br />thc sceond location thcjoists arc (2) 2x8 (r� 1G' oc. <br />'I'hc result of the analysis is that tlre Iloor will adcquatcly support ot7icc loading. <br />assuming that lhe joist checked represcnt the entirc 11oor arca. Nole that this report is <br />limiled to a revicw of thc Iloor.loisis as oUserved where the fluor has becn opcned. Any <br />Iloor a:cas that arc not framcd as notcd above arc cscludcd I�om this analysis. Dcams, <br />columns, footings, bcam/column conncctions are not visiblc and no commcnt is offcrcu <br />on thcir capacity to support any loading. <br />This report is <br />designed by } <br />a���arranty on thc cap�city or perlormancc of thc lloor, as it �vas not <br />Y A. <br />Jc;7rcy �1 N�reo�P�:�iL: � y <br />.�� �p38, � <br />'; \�r,cs-r�� <br />`�% >N,a1.FS�'� <br />