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<br /> Docetf�be: S ''000 l Z � � � "'�O � / r��� ��p / � :;�r<;i=.��_ti�'<���
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<br /> SnaKing Invescmen�s L.L.C. n�
<br /> 19920 Hu�y 99 RE ���' �O�y � �O 1'C �� �'�"' � 6,� �
<br /> Lynnwuud W.4 9`3036 v n1► , � �i 1'� ��t#�' �I�l� �G �'�--'
<br /> Nt.J Corne,r d' iTCu)�� �Q � rO �4 1'p i
<br /> SUBJECT: Pe:tnic: C0010-OOS Q�� ov ,I/ ` P � l &�Po�� (6�n►uirnu+�- oWN
<br /> 2019 Hewicc Avenuc �/�%"^��is �� � 1 �GtJ.1"Clf��� "'�/ �; • - ��,.1 � �AT��I� ����
<br /> Qf�'�'e. � �OPLI^' �q�c�ai�'�' l"��'S F���� � ��� �
<br /> Dear btr. Opit & :�4r. Y.all: ¢ � r n � � � • (1 ,, - (�,,�
<br /> E�'�}I- �pa�� �etK•S �e JY�-�G�� " �N.G.Ii E M�• � �� e�� �/ 07� �•ylsni� IQf/�l�
<br /> The follewing axe rzqui:ed :e�rrcction.� idcntifitd p.v an insptction Decemt�e�6, 2000. 1 n 1 � �`�' � ��"
<br /> 1��" vwc l�w��J w ke�•.S"Go J bK cu e�T ,l M4'i�–e9f N S�'2M� � � �
<br /> 1. Provide a c.��ss sec;ion of foecing and ,cem wall to support the north a�nl /- �
<br /> rs� �� u�.s J oN�s��� �f�'� � �P�111 ��� � �i�7�jc� q�
<br /> 2. Tl�e beam suppor.irsg tht repla:ed roo[s and tioer must be connected to its suppotting �
<br /> cotumns. A beam column �umiection will xlso be required at the upper Stai:way landing I /�, �y,�7p �e)
<br /> support. �-s (p r*�(!�� �Ph�u'`'t
<br /> 3. "fhr:e is ar. exis:i:g � x :Q hcade: abov� tht i' s 5' w�indow in the tiE corner of che upper �=Zc!(�=' ��� r
<br /> t'.oer, which doe� no; line up u•ich [he bearing wall abo�•e 1��� poC Al1owD1� sttrM� �e�AM (M�d1nq�
<br /> �-� Z �o �L ' zx II.�W�+r Il i s�ce�r. I1, a tar w-riz i o►L
<br /> U 2 x 6-bal!oon framin; in some are�s of che nonh wall spans from the floor io t5e roof wi�h � .rt �pe�t t�w sec�a v�lu�s)
<br /> no ou[-of-plane la[er�l suppor�. s 9'Ar isu/Ct.c_ g � �
<br /> v �
<br /> /�`\ = 1'L"llx �= �- �4"b(°St oo�o�..-.tr t,.ron s..-r�: �
<br /> � 5. ) The ne�v rouf sheachi�g is supponed b}� 2 r � :�afrers ac 2�" e.c.. which are then supported �Z�` ��� �: � E g u 12 11 i e � �
<br /> ��'� by capered = x 4 per.y n•alls at apFroximately 6' centers. Stresses in the ? � 4 r2fters and the K�wr�'�� •
<br /> ,, / 2 X � 1984 1725 1509 1811 1679 1�66
<br /> pon}• �v�lls appta: tu bt greac.r :haa rr:scrihtd lir.�its. �,`�u�LY p,�,v�Y' �✓�[' �ePe�� ����'1
<br /> 5�n11J 2 X 6 1719 ��95 1�0! 1570 1120 Z�1
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<br /> 6. Tt:e aew rcor ar.c looc joiss are, in nzar!y all cases. hui:g w�ich ioist hange:s from a ? x 1? T -�q s x s ise� i�eo iaoe i�a9 1�11 11��
<br /> ledgec. The teJg-: is ;her,nail:d to se�ds at 16" o.c. This nailine appears inadeqi:ate. y��' ' ` 2 x 10 1�65 1�65 110� 1�2e 1202 1o7s
<br /> S�.* ,o�n..,tr TiFS
<br /> The abe�•e cence,rs r.:�s: bt acdr:ssed by an enginaer licaased b} tl:e State of WashicLcon and REV.s/DATE: z x iz iazz iiso ioos i2o� 109� 9�B
<br /> remediad arior to co�•z:in, ar.�• werk. Pre��ide s:ru:;ural calcu?atiur.s fur iums 4, 5, &6. eo
<br /> SUBIECT: z x i� ii90 io�s ��os,.� 1oe� �
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<br /> Sinceral}�. l� i- � r,��� r ^ ENGWEERING INC., P.S. �' ' ' � �
<br /> :- j �,,.<- � l,J�el.� L ab�DOVE'I'AILSTRUCTURES �� :,�� JAN $ 2 01
<br /> %� � Q r��� L 1 7' �E j�l L C I V/L&S T R U C T U R I L E N G I N E E R l N G 1 � 1 2 8 7 1-4 9�D R S.E. ,
<br /> � � C � i�)G � J� � MICHAELP. MCCANN S.E. � .•' � .� ��A�c'�..- AAI.�.:C�o(�
<br /> N C� EYEREIT, R'A. 98?b
<br /> Stt�e ?�tiller � �C ��� �� ��� QENJAMINJ. MCCANN EJ.T. 4 '�" (r 17 OFFICE/F.4X.•/�151337-�i��geiv R�TT
<br /> .4ssuciste Engineer �tS rJ �%�` ' �
<br /> Mg L1G G.C�
<br /> 5��;��;��.� ��� �� PROJECT: �S � DATE: I� � I PAGE: I Of'3
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<br /> SUBJECT: � L�• BY: )OBNO: I
<br /> (,0t1��`- 6 Dec
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