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Project: <br />Location: <br />Client: <br />Job No: <br />Date: <br />Engineer: <br />P1.125 <br />Column Design: <br />PDL= 2.525kips <br />PLL= 2.457kips <br />(Reactions from Beam) <br />Out of Plane: <br />Fp =82plf x L beam / 2 = 82plf x 2.7ft / 2 =111lbs <br />**See Enercalc output next page. <br />Concrete opening design <br />8f <br />t <br />10 <br />f <br />t <br />PDL= 2.525kips <br />PLL= 2.457kips <br />8f <br />t <br />2'-8"maxft <br />111lbs <br />4/3/24 <br />23-12434OC PROBATION CENTER <br />FIRST FLOOR- GRIDLINES 16, F.3 TO G.3 <br />LR <br />C1 <br />1700 E St Andrew Pl - 101118387, <br />20182190, 30146952 & 40138878 <br />6/5/2024