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� <br />i. 2(l1 <br />• <br />� <x=�..�� � t��r . . .e�. <br />I3ote�sch, Nash, tYr Hall <br />A.ttn: N1i1es VJalker <br />27?7 (:)a]:es A��e, Suite t00 <br />Everett. u'.�1982()1 <br />Subj�ct: I3uildin� Officral C'orl�n�er�t�, ('lan (:'hecl; # C1 �();-Ol(:D <br />SI:)A Ref. � 70 �4 <br />Ta w�hom this i�1aV� cc�ncern: <br />• <br />At tl�e ,rec�uest ti1i(es VVall:er l���ith 13otesc(�, Nash, & 1-�Ia1l, this office revie��ed t11e huilcjing <br /><7�'f:icial eom�neilts. Follo�ti�ing is o�ir answer to t11o5e con�ments: <br />1. 1�1 �!8-i7�ch thick sl��eathin�, (net panel thickiiess is 3�8-inch ��ith',4.-inch deep broove); <br />A�'A rated panel ma�- be used for skirting. "[�he sl�eathir�g rnust b� nailed «ith 8d <br />�a:(ca�tlized nails spac.�c� at (i-i»chts ol� center (pane! edge), auci 12-ir�ches «n cei7ter (panel <br />field}. The studs �lnust be spaced at 1 Ei-inches on c�enier. (see Che revised sketch #?/ <br />.�F 1.0). <br />4. 5��„e� t•e�vi>e�� roof tra�nii�g plan, r,�Fl .l ). A ove�r•built roof trai�nii�g de-tail is t�tc��>s�d. <br />10. `�::e _ttacl7cd dctail "Roof i S}�ear���all C��nn." <br />1 l. The attaclled calcula�tion Sl�o�vs that a�Y10 DF # 2 is adeguate for load. <br />Pleasc c�ntac;t tlzis off Ic� �f you have any quest�ons concernin� thi� ietter. <br />��R� � � ���� <br />_.�,. : .� �.� ., .,.. 1 .,.. . . . .- . . .. .. , �.. 'i . , . ._ . ' ... , j .... . .. . .... ...?_� � , i. <br />��i'L�'t:�.�`i.' l�F.��i.'�w':�.1'i_'t?i <br />