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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 />CC1: <br />Enter Height:≔HCC1 5 ft <br />Reactions from C1: <br />(Per Enercalc Printout) <br />≔PDL.C1 2.15 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 -1.179 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 18" SQ. Concrete Peir w/ (4) #5 Verticals. <br />(See Enercalc Printout) <br />Anchor Lap Length: <br />Size of Anchor:≔db =―6 <br />8 in 0.75 in <br />Steel Strength:≔fy 60 ksi <br />Concrete Modifitcaion Factor:≔λ 1.0 <br />Epoxy Modification Factor:≔ψe 1.0 <br />Cover Modification Factor:≔ψc 0.7 <br />Casting Postion Modification Factor:≔ψr 0.8 <br />Development Length ≔l =⋅⎛ <br />⎜ <br />⎜⎝ <br />―――――⋅⋅⋅fy ψe ψc ψr <br />⋅⋅50 λ ‾‾f'c psi <br />⎞ <br />⎟ <br />⎟⎠ <br />db 9.202 in <br />Use 10" embedment for the anchors. <br />JOB NO: 7202 <br />33 of 42 <br />1801 E Dyer Rd <br />3/11/2025