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CLIENT BY SHEET NO. <br />DATE <br />PROJECT <br />PROJECT NO. <br />7SimonMed Santa Ana - Mech'l Yard Fence <br />2024-0137 05-SEP-24 <br />Soaring8 KS <br />Mech'l Yard Fence Post & Foundation <br />7' <br />- <br />0 <br />" <br />P = w (6.5') = 371# (ult.) <br />P(ASD) = (0.6)*P = 223# <br />3' <br />- <br />9 <br />" <br />w = 20.2 psf (5'-8"/2) <br /> = 57 plf (ult.) <br />M(ASD) = 223# x 3.75' <br /> = 836 #*ft <br />HSS4 post <br />slab turndown <br />HSS sleeve <br />8' <br />- <br />0 <br />" <br />M = 371# x 4.75' = 1,762 #*ft (ult.) <br />6" <br />HSS4 post <br />(E) conc wall <br />(E) conc wall ftg <br />Post Base PL <br />Please refer to the Slab Turndown check followingthe Hilti Profis report on the HSS Post B. PL