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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 Framing Design (cont.): <br />Wall Connection: <br />Shear Loading: <br />Reactions from B1: <br />(Per Enercalc Printout Support #1) <br />≔PDL.B1a 0.762 kip ≔PLr.B1a 0.983 kip <br />≔PWL.B1a 0.87 kip ≔PWLu.B1a -0.87 kip <br />Tension Loading: <br />Trib Area:≔tcon =⋅――LB2 <br />2 tB1 28 ft 2 <br />Seismic Loads:=ELh 8 psf ≔wELx =⋅2 ELh tcon 448 lbf <br />Canopy Column & Foundation Design: <br />C1: <br />Column Height:≔HC1 18 ft <br />Trib Width:≔tC1 =⋅tB1 ――tB2 <br />2 27.667 ft 2 <br />Reactions from B2: <br />(Per Enercalc Printout Support #2) <br />≔PDL.B2b 1.808 kip ≔PLr.B2b 3.043 kip <br />≔PWL.B2a 2.693 kip ≔PWLu.B2a -2.693 kip <br />Seismic Loads:=ELv 2.028 psf ≔PELh =⋅ELv tC1 0.056 kip <br />Lateral Loads: <br />Seismic Loads:=ELh 8 psf ≔PELh =⋅ELh tC1 0.221 kip <br />Trib Area for Wind:≔tx =⋅3 ft <br />⎛ <br />⎜⎝+LB2.c1 ――LB2 <br />2 <br />⎞ <br />⎟⎠33 ft 2 ≔tz =⋅3 ft <br />⎛ <br />⎜⎝+LB1.c ――LB1 <br />2 <br />⎞ <br />⎟⎠41.5 ft 2 <br />Wind Loads:≔WLh 28.4 psf ≔PWLx =⋅WLh tx 0.937 kip <br />≔PWLz =⋅WLh tz 1.179 kip <br />Use HSS6x6x1/4 Steel Columns. <br />(See Enercalc Printout) <br />JOB NO: 7202 <br />25 of 42 <br />1801 E Dyer Rd <br />3/11/2025