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Design ines <br />oaober si, 20�2 <br />Jeff Heilman <br />City of Everetl Plans F�caminer <br />Plan Review#CW1210.002 <br />1915 Madison Street <br />Everett, Weshington 96203 <br />Phone: (425) 353-0531 <br />Fax: (425) 353-6086 <br />www.designlines.com <br />C � I LIG -0GZ <br />DearJeff, <br />The dienl should have given you a packet of Beam Analysis' for this projed. Those print outs would <br />give the readions at each erxl of the designed beams. <br />1) Both ends of this beam are bearing down onto the exislinc� reinforced stem wall and <br />foWing. The 4703 �und reaction will be adequately harxlled by the exisling foundation. <br />4703M /1500psf = 3.135 sf => 12" x 36"+ ftg. The e�dsting toolings and slem wall locations <br />have been added to the lower floor pan, pg �Y1. (douded nae added to the Irnver comer of <br />the garage) <br />2) Ebsting column note added to each end of the ce�fer beam, (pg #2, note douded) <br />3) Readion loads verified, footings calculaled and added to the plans, pg #2 (or the rr.ar <br />porch roof and the stair, landing, & roei strudu2 on the right side of the garage. (Changes <br />Gouded) <br />4) Fire proiedion note added to the upper cor��er M the garage, pg #1. (note Gouded) <br />5) Owner lo replace the toilet wilh a confortning solulinn. <br />6) Owner to effed a satisfaclory repair of 6'-6" area of no foundation wall. <br />Sincerely, <br />� <br />�� <br />Duane Rowett <br />Design Lines, Inc <br />425353•0531 <br />