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0 4o !nu (ci.A. VET' <br /> :_,,t.__.. ... <br /> IN KAY222019 J <br /> PUBLIC WORKS <br /> Circa Architects <br /> 1624 Grove Street <br /> Suite D2 <br /> Marysville WA 98270 <br /> May 20, 2019 <br /> TO: Everett Building Official <br /> 3200 Cedar Street <br /> Everett, WA 98201 <br /> RE: Response to letter dated May 10, 2019 <br /> Dear Mr. Bronder, <br /> Following is response to item No. 5, by the revised drawings and <br /> calculations provided herein. <br /> 1. Each existing horizontal stair run is 6'-0" with (2) 2x12 stair jacks <br /> each side. To meet the required 100 lb live load, (1) 2x6 scab is <br /> required to be added to each jack. See enclosed detail. <br /> 2. To meet the 200 lb min. lateral load at any point along top railing <br /> plus 50 lb at any directional load transferred to supporting structure. <br /> See enclosed detail. <br /> 3. Along with the stair and railing detail, calculations have been <br /> provided. <br /> i <br /> inc rel , k () <br /> L-- *----'/' ' cN <br /> Robert c s — Ar hi't i ct\ <br /> c e <br /> Scott Leibach — Owner <br />