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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 />General Calculation Notes: <br />Design Loading: <br />Dead Load:≔DL 10 psf <br />Roof Live Load:≔Lr 20 psf <br />Wind Design Criteria: <br />Wind Speed:≔vW 95 mph <br />Clear Wind Flow:≔WLc 17.7 psf <br />≔WLc.uplift -17.7 psf <br />Seismic Design Criteria: <br />ATC Seismic Values:≔SS 1.267 ≔S1 0.454 <br />≔Sds 1.014 ≔SD1 0.559 <br />Response Modification Coefficent <br />(Per ASCE 7 Table 12.2-1) <br />≔R 1.25 Steel Ordinary Cantilever Columns <br />Seismic Importance Factor:≔IE 1.0 <br />Seismic response coefficient: <br />(see seismic design criteria) <br />≔Cs 0.8 <br />Horizontal Seismic:≔ELh =⋅Cs DL 8 psf <br />Horizontal Seismic:≔ELv =⋅⋅0.2 Sds DL 2.028 psf <br />JOB NO: 7202 <br />13 of 42 <br />1801 E Dyer Rd <br />3/11/2025