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Sep. 5. 2001 B:OIAM Structu�al Design Associates No. 5920 P. 1 <br /> �� Structur;l Desi�n Ass�ciatcs <br /> •� , En,SrneeriqQ StnrcRrYBs IO L.as! <br /> ,,��. <br /> SepFember 4, 2007 <br /> John An <br /> Evergreen Contraciing <br /> / <br /> Subject: Shudural revision for the Dole Martinis gamge Iocated 4331 Termca <br /> Dr., EvereM,WA <br /> SDA Ref. � 3383 <br /> To Whom k May Concem: <br /> (� Upon the request of John M, this office r�wiewed the lolerol design of the subjec� <br /> gorage in order ro verify the possiWe chonga of the East and SaAh shearwall_ <br /> panels due to the nails being ovudrnen 1/8 of an inch into the OSB shealhing. <br /> Affer revicwing the.exisfing cakvlations and comparing the opplied loods wi <br /> interpolated wlues of O58 sheathing and the reduced sheor values of 8d noils, <br /> the opinion of this office is thot the 1/8 of inch overdriven nails i�o OSB . <br /> sheathing is satisfacfory for applied loads. <br /> In addition, the d�scontinvous lop plale ot the sfoircose must be aonnecfied wifh a <br /> 24 inch C514. . <br /> Plea�conMd tliis���h any question regarding lhis letter. <br /> . <br /> r ,i 1 2 � <br /> � '"-�'.� <br /> Pasko Kesrnijo //' ' <br /> PtojectEngineer y t:;OV� , <br /> 4-�s w^� C?l•� <br /> w pf Sy�\� � <br /> �� <br /> r' j ;, <br /> '� �, °` .�. �hs:: <br /> �/(�Ai�'~ <br /> ;E=►�5 N 0 3 1�J <br /> ,,:OIIn�iu_b�. �uite+U; E.•trtli.l\'A?S�n� nh: 43i-.1�'.i.0?93 �e.r:;?j-'-y2-OJ1G <br /> �vH•wstrurdrs.coin <br /> �+�� <br />