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<br /> <br />DESIGN REPORT <br /> <br />Date: 12/1/2023 <br />REV: A <br />page 8 of 160 <br />JOB# 186565 <br /> <br /> <br /> <br /> <br /> <br /> <br /> EDGE ZONE: <br /> -----Wind_Ratio---- <br /> --Left_Zone-- --Right_Zone- Jamb/ <br /> Width Base Width Base Girt Panel Column <br /> 4.00 0.00 4.00 0.00 1.11 1.23 1.07 <br /> <br /> WIND PRESSURE/SUCTION: <br /> Wind Wind Wind <br /> Press Suct Long <br /> 18.6 -20.5 .. Girt/Header <br /> 21.9 -23.8 .. Panel <br /> 17.6 -19.5 .. Jamb <br /> 0.0 0.0 .. Parapet <br /> <br />BACK SIDEWALL: <br />--------------- <br /> <br /> BASIC LOADS: <br /> Basic Wind_Load_Ratio <br /> Wind Deflect Factor <br /> 18.6 0.49 0.60 <br /> <br /> EDGE ZONE: <br /> -----Wind_Ratio---- <br /> --Left_Zone-- --Right_Zone- Jamb/ <br /> Width Base Width Base Girt Panel Column <br /> 4.00 0.00 4.00 0.00 1.11 1.23 1.07 <br /> <br /> WIND PRESSURE/SUCTION: <br /> Wind Wind Wind <br /> Press Suct Long <br /> 18.6 -20.5 .. Girt/Header <br /> 21.9 -23.8 .. Panel <br /> 17.6 -19.5 .. Jamb <br /> 0.0 0.0 .. Parapet <br /> <br />LEFT ENDWALL: <br />-------------- <br /> <br /> BASIC LOADS: <br /> Dead Coll Live Snow Rain Basic Wind_Load_Ratio <br /> Load Load Load Load Load Wind Deflect Factor <br /> 2.0 3.0 20.0 0.0 0.0 18.6 0.49 0.60 <br />1202 W Edinger <br />Ave10/3/2024