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f <br /> RICHARD HUDSON & ASSOCIATES� INC. Rick Hudson,P.E. <br /> CONSUL7'ING ENGINEERS Chuck Morris, P.E. <br /> 1605 12'h AVENU� • SUITE 18 <br /> SEA7TLE, WASHINGTON 98122 <br /> 20G-324-6160 <br /> PAX 206-324-G248 <br /> GMAIL: cmorris@hudsonengincers.com <br /> May 24, 2006 <br /> Mr. Steve Miller, Associate Enginecr <br /> Everett Engineering/Public Scrvices Department <br /> City of Everett <br /> 3200 Cedar Street <br /> Everett, WA 98201 <br /> L <br /> Re: Retail Building at 118�Evcrgrcen Way <br /> Plan Check No. B0G04-005 <br /> Dcar Mr. Miller, <br /> This letter is in responsc to the structural comments contained in your letter of May 4, 2006. <br /> l. Pleasc find endosed a copy of the soils report prepared by Geotech Consultants, <br /> dated August 18, 2005. <br /> 2. Attached are the calculations for the parapet design. This section has been added <br /> to thc drawings on section M-2.2. <br /> 3. Plcase sec attached copies. <br /> 4. The girder behvicen grids 3 and 6 consists of"speciaP' geometry. The distances <br /> betwccn tUe panel points where the joist or wide flanges meet the girder vary. <br /> Duc to thcse varying distances the loads to the panel points vary. Therefore ihe <br /> 9A kip loads arc thc simi of the joist rcactions framing into tlie girder at the <br /> locations of load indicated. Thc 4.0 kip loads are the single joist reactions that the <br /> girder must resist similarly. <br /> Sinccrel , ^� $, j�� <br /> �,_ <br /> ��op���nsHi^. ,� <br /> c N <br /> ��' <br /> Bcnjamin .l. McCann P.G y <br /> s <br /> �'� � �v <br /> �5���'AL i; G <br /> EXPiRCS Sj 1 J D� <br /> a�� <br /> Y <br />