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• C T ENGINEERrNG Project: • 180 Nickerson St. Suite 302 <br /> Seattle, WA 98109 <br /> INC. <br /> Date: (206) 285-4512 <br /> Menu Size: <br /> A,gen 60 in•55 in=23 ft2 <br /> Min wind: <br /> 16 psf•Ascreen=367 lbf hp:=52 in <br /> Kz:=0.85 V:=110 <br /> Kzt:=--1.0 <br /> qz:=0.00265 psf•Kz•Kzt•Kd•V2 =23 psf <br /> Futz:=-qz=23 psf <br /> Fu,::.--F.,•Ascreen=531 lbf <br /> Min Seismic: <br /> ap:=2.5 S Ds W p:=287 lbf <br /> Rp:=5.0 /p:=1.0 z:=0 in h:=75.5 in <br /> 0.4•a •Slis•W <br /> F P P • 1±2•-11 57.4 lbf <br /> P <br /> p <br /> 1807.3.2.1 Un-Constrained Post Embedment Depth <br /> d=0.5•A•(1 (V11-(4.36 ---h) ) Top Un-Restrained formula <br /> A <br /> b:=2 ft <br /> h=52 in <br /> 191.67 psf (At a 5ft depth) <br /> A = 2.34•P <br /> Si•b <br /> d:=0.5.A.41+(\11+(4.36 —h))) <br /> d=70.26 in Say 6ft Use.apost embedment of 2ft dia with a 6ft depth, <br /> Foundation - Outdoor Menu Board.mcdx <br /> Page 1 of 1 313 <br />