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DESIGNED BY: ATB DATE: <br />CHECKED BY: DATE: <br />CLIENT: ADG <br />JOB TITLE: Floor & Decor Canopy - Santa Ana, CA <br />Canopy Design (cont.): <br />Canopy Column & Foundation Design (cont.): <br />F1: <br />Reactions from CC1: <br />(Per Enercalc Printout) <br />≔PDL.CC1 3.838 kip =MDL.C1 -0.452 ⋅kip ft <br />=PLr.C1 3.043 kip =MLr.C1 -0.761 ⋅kip ft <br />=PWL.C1 2.693 kip =VWL.C1 -1.179 kip =MWL.C1 -21.895 ⋅kip ft <br />=PWLu.C1 -2.693 kip ≔VWLu.C1 -1.187 kip =MWLu.C1 -21.865 ⋅kip ft <br />=PEL.C1 0.056 kip =VEL.C1 -0.221 kip =MEL.C1 3.922 ⋅kip ft <br />Use 5'-0" SQ. x 18" Spread Footing w/ (5) #6 Each Way. <br />(See Enercalc Printout) <br />Beam to Column Connection: <br />ASD Reaction: <br />(Per B2 Reaction Printout) <br />≔P 5.302 kip ≔V 1.179 kip <br />Allowable Bolt Tension:≔Tall 9.94 kip <br />Allowable Bolt Shear:≔Vall 4.97 kip <br />Try (2) 3/4" A325 Bolts each side of column. (4 Total) <br />Verification:=+――P <br />2 Tall <br />――V <br />4 Vall <br />0.326 <br />JOB NO: 7202 <br />40 of 42 <br />1801 E Dyer Rd <br />3/11/2025