Laserfiche WebLink
.IOHN S. �POLIS, 1'.E. <br /> Conaulting Slr�tural F.ngineering Services, Inc. <br /> G311 lAhAvem�efiE, Seattle, WA 98115 <br /> (206� 527-1283 <br /> ��o May 13, 199G <br /> Whom it may concem , <br /> StJ>ject: The Kelly residence <br /> 2710 Viewcrest Ave. SW � <br /> Everetl, WA <br /> Adequacy of as built sliear wall at storage Aea <br /> Dear Sir, <br /> f am the structural engineer of re4kd for the Kelly residence. I met �vith Brad Dalil of ' <br /> D:ilil Construction, and examined my calculations with regard to th��2 foot long west wall of <br /> the storage area on the upper floor, and determined ihat the wall wiil be adequate as a shear <br /> wall if one side of ihe wall is screwed at 4 inches C1��emter in accordance H�th SW 1 I on the <br /> shear wall schedule, and the other side !! screwed at 6 inches on center in accordance with <br /> SW 10. <br /> lyl of the othpr lhear walls labeled SW 10 will be adequate if they are screwed at a <br /> spacing of 7 inches on cemer or closcr. In my understanding, the standard�acing used by <br /> Dalil Construclion is 6 inche#�i centec In this case,the walls are adequate as construil�d. <br /> Please call me to discuss these responses aRer you have read through ihem. Thanks fqr <br /> the opportunity to work with you on this projecL Please c,111 as well if you hm�e o�her concems <br /> or questions. <br /> Respectfully, r'' �yp�,t?S <br /> �; W'�ti7//�rOO <br /> S ���� n ' c�\�J� � <br /> ,���. � � Z <br /> � a; a <br /> p 2saaa c�' � <br /> �CfSIIiKY�L'� <br /> Jolin S. Apolis, A.E., President ��ONAL L� <br /> Consulting Structural Engineering Services, lnc. <br /> pwAes: �-2 <br />