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JARNOT <br /> ENGINEERING <br /> P .P�i <br /> INCApril 3,2018 %�� °I- e/ y D ��\ <br /> Wanda Beyer <br /> 11723 23`'d Drive SE <br /> Everett, WA 98208 <br /> Re: Beyer Residence Addition <br /> Floor Framing <br /> JEI Job#: 17-07-106 <br /> Dear Wanda: <br /> Construction of the perimeter foundation wall for the subject addition resulted in an <br /> elevation mismatch between the bottom of the floor joists and the top of the sill plate. <br /> We have reviewed photographic information provided by the contractor,and have <br /> discussed the necessary floor framing revisions with him. <br /> The solution employed by the contractor was to provide a 4x10 DF2 floor beam,adjacent <br /> to the foundation walls at each end of the addition,to support the floor joists. The beam <br /> is supported on 4x4 posts and ABU44 bases,at 4'-6"spacing,bearing on the wall <br /> footing. The joists are notched as they bear on the sill plate. This condition is <br /> satisfactory. <br /> If you have any questions please call Frank Jarnot at(425)387-2791. <br /> Sincerely, <br /> le <br /> li <br /> Frank T. Jarnot, ' c� <br /> President �' . , .4:' `' <br /> 4;f- ryd <br /> '1 +to J Y <br /> JARNOT ENGINEERING,INC. <br /> P.O. Box 704,Monroe,WA 98272 <br /> (425)387 2791 <br /> Jarnotengineering@outlook.com <br />