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� <br /> � <br /> � �truc�ur:tl Desi��i� �A�sociatrs <br /> ���,. � <br /> �� --� l�n�inrcrii�:;.S'n in'n�r�,� lu Lu+l <br /> . <br /> March 19, 2014 � [`��3�U 3d <br /> A"1-1N: I Iopc�Works Station <br /> Gd Peterson <br /> 3331 E3road�vay <br /> Gvcrett, \VA 98201 <br /> SubjecC t Iope�ti•orks Station Pront Sheaz�vall <br /> SDA Reference#: 7239 <br /> Co w]�om �his may concern: <br /> At the request of Gd Peterson with liopeworks, SllA ha5 performed a Lateml Anulysis mi the <br /> structurc locatcd at 3331 Droadway, L-'vcrett WA 98201. Thc contraclor has proposed (3) <br /> openings on the �vcsl shcarnall of the building. hi ordcr to perfomi the lateral analysis on this <br /> wall, �+�c have made the follo�ving assumptions: <br /> • The shear wall is msde out of(3) 3 'h"�veythes bricks. <br /> • A shcar wall inside the building,separating thc ne�v and old addition, was considcrcd <br /> to take a ;':of the total lateral load. <br /> 13ased on thc calculalions perfortned, �ve have detennined tliat the 24'-0"segment of shcarwnll <br /> on the���cst side of the building is adequatc to carry thc lateral force of 1,432 PL�. l'his officc <br /> must review any variations from the assumptions takcu that�vould cause additional lateral losds. <br /> Please contact this office if you have any questions conceming Ihis Ictter. <br /> Sinccrcly, <br /> r <br /> ,.i / �, -'� _. <br /> ; isi ,.: '1� � � <br /> i �i s' , ��`°:.,,�.;;: <br /> farco Orejuela Quintana `�: " �:"'' ' <br /> Gngineerin'IYainine , `•� -: f .V� ' . <br /> � ' , <br /> � ; i,,.: . ' <br /> ���it�ltl��� "2��� <br /> �Si�o I�ndnic'll�'r .lcc. �ivrrcU. AV-:A 9fi'_UI ��li�. a_'i-.iiy-lL')3 �'a>,�-J_j.��^_I�!)1f� <br /> t����� ,IrucJe>xom <br /> � 1/ <br />