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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 Deck Design: <br />Downforce Check: <br />Enter typical roof loads:=DL 10 psf =Lr 20 psf ≔W DL Lr[[]] <br />Total uniform load to roof deck:≔TL =+DL Lr 30 psf <br />Allowable gravity load -≔Uall 219 psf <br />Verification -=>Uall TL 1 O.K. <br />Use 22 Gage Canam Type B Roof Deck -1.5in <br />Canopy Framing Design (cont.): <br />B1: <br />Length:≔LB1 =+24 ft 8 in 24.667 ft ≔LB1.c =+1 ft 6 in 1.5 ft <br />Spacing:≔tB1 4 ft <br />Roof loads:=DL 10 psf =Lr 20 psf <br />Wind Load:=WLc 17.7 psf =WLc.uplift -17.7 psf <br />Use W14x22 Steel Beam <br />(See Enercalc Printout) <br />B2: <br />Enter Length:≔LB2.c1 4 ft ≔LB2 14 ft ≔LB2.c2 4 ft <br />Roof loads:=DL 10 psf =Lr 20 psf <br />Wind Load:=WLc 17.7 psf =WLc.uplift -17.7 psf <br />Trib:≔tB2 =+――LB1 <br />2 LB1.c 13.833 ft <br />Use W16x26 Steel Beam <br />(See Enercalc Printout) <br />JOB NO: 7202 <br />20 of 42 <br />1801 E Dyer Rd <br />3/11/2025