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.JAMES-ANDERSON r'eSIGN P.S. <br /> RES/DENT/AL ARCHITECTURE <br /> hiiii, <br /> 1 X1S26 -1 AVE. N. STE. A <br /> LYNNWOOD WAS 98036 <br /> - PHONE 425-X76-61& <br /> July 17, 2017 <br /> City of Everett <br /> Engineering Dept. <br /> RE: 5929 Dexter Ave. <br /> To Whom It May Concern: <br /> I have reviewed the correction letter dated April 26, 2017 and have made the <br /> corrections as follows: <br /> 1) The post on the right side of the porch has 1,617# down load (see calcs) from the <br /> cantilevered beam. It has 710# side load where the top of the post connects to <br /> the beam. I have provided (2) LTP5 connectors which is good for#940, which <br /> provide the positive connection required. The bottom of the angled brace is in <br /> compression and requires a positive connection as well. I have provided (2) <br /> LTP5 for this connection. <br /> 2) The height has been added to sheet 2. <br /> 3) See sheet 2 for the spacing of the posts. Calcs show maximum span of the 4X 8 <br /> to be 8'-0". <br /> 4) The new roof raftersare cantilevered member and are not resting on existing <br /> roof. <br /> 5) Mechanical connections specified in drawing (sheet 2) are adequate to resist the <br /> minimal uplift load. <br /> Regards, <br /> Cathy Anderson <br /> 425-776-6766 <br /> CATHERINE ANDERSON <br /> ARCH I MAMA@ MSN.COM <br />