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Ili <br /> [Type here] <br /> a WOODWAY HOMES, INC. <br /> .cello.Li .# ooDwm94zNe <br /> 6306 176th St SW <br /> Lynnwood,WA 98037 47-V OK R& 164 CC; /8.2° Q'ff S 4 <br /> 9/26/2022 <br /> Revised engineering based on assumption roof loads are transferred to knee brace walls, and then to <br /> supporting floor joists. <br /> Assume floor loads are 30# live load and 15#dead load. <br /> BeamChek program indicates point loads as "B"on beam diagram. <br /> Roof loads are calculated by applying all loads from ridge to knee wall and Y2 loads from knee wall to <br /> exterior wall to the knee wall, and then to floor joists. <br /> Additional loads placed on interior bearing walls are supported by new beams and footings place directly <br /> under the interior bearing walls with a block between the new beam and the bottom of the interior bearing <br /> wall. <br /> Ends of floor joists are supported by adequate joist hangers to ledger. <br /> Ledger is attached to existing wall studs with lag screws. These were analyzed by type of wood of <br /> ledger, thickness of ledger, load from new floor joists and capacity of lag based on diameter and length. <br /> IECEOVE <br /> Dean Dariotis,AIA <br /> SEP 2 7 2022 J <br /> CITY OF EVERETT <br /> Permit Services <br /> 6417 /STE,REO <br /> HITECT <br /> 1flDR\ED DEAD? C ARI <br /> STATE OF WASA GTON <br /> OCT 0 7 2022 <br /> CITY OF EVERETT <br /> Permit Services <br /> Alex Dariotis,CPM WOODWAY HOMES,INC. Dean Dariotis,AIA <br /> PHONE 425-773-4356 PHONE 425 772-3167 <br />