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� Voelker Engineering, Inc. � <br /> � :rfi':�ta �..�::;":�i�t'::;:1�eR�593rxa�1.'f6�':?xiHSI'C.�rr.Gz.;�'��,':?�:.-� � <br /> 608 State Strcet, Suite 110. Kirkland. WA 98033 42�-827-0197 Fax 82&"s019 <br /> September 9, 20Q4 <br /> Mr. Stevc Millcr <br /> City of Evcrctt � <br /> 3200 Cedar Strect � <br /> Evcrett, WA 98201 � <br /> i <br /> Rc: 1031� & 10333 19'�' Avc SB I <br /> Pcrmit #B0407-021 & 022 ' <br /> VE #i?�1040 <br /> Dear Mr. Millcr. <br /> We havc reccived your plan re��iew Ictter dated 9/30/04 and have listed our responses <br /> below numbcred respective to your Ietter. Plcase call if you have any other yuestions. <br /> STRUCTURAL <br /> l. The studs have been revised to 18 gagc. Attached is a calculation for the typical �vall <br /> stud. <br /> Z. The schedule has bcen rcvised. <br /> 3. I havc discusscd lhis witl� thc architect regarding the support of'the uppermost top row <br /> of brick. We already specify venecr ties at 24" on centcr cach way for the typical <br /> attachment. Sincc there is no mortarjoint at the ��ery top. I instructed the architect to <br /> specify a minimum of 1 '/"of over lap of[he cap flashing to support the top of the brick. <br /> Sinccrcly. ������ <br /> U�e,Pr�o e s,Vo 2 �1 <br /> ,, <br /> � ���5� <br /> ti 'o <br /> � 2 0� <up <br /> 9Fcislea�° �?3 <br /> �G <br /> SS��h:AL Er' <br /> Cha�'Ies VocIkCC, PE EXPIRES 9/21/(`j j , <br /> VOGLKL'R ENGINGLRING. INC. <br /> L�' <br />