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Project:2517 Cotter Date:7/4/2024 Date:7/4/2024 <br />Job No:Engineer:Engineer: <br />SEISMIC DESIGN @ ROOF <br />Shearwall Design:Design Method:ASD <br />Sheathing Type:Struct. 1 <br />Line of <br />Resistance <br />Unit Shear, νASD <br />(QE x 0.7r)/SL Type Uplift <br />(lbs)Holdown Net Uplift <br />(lbs)Holdown Holdown <br />DCR <br />Shared with <br />lines… <br />Combined <br />Uplifts (lbs)Holdown <br />A 109 plf TYPE 6 1,054 HDU2 <br />B 126 plf TYPE 6 1,238 HDU2 <br />Line of <br />Resistance <br />Unit Shear, νASD <br />(QE x 0.7r)/SL Type Uplift <br />(lbs)Holdown Net Uplift <br />(lbs)Holdown Holdown <br />DCR <br />Shared with <br />lines… <br />Combined <br />Uplifts (lbs)Holdown <br />1 60 plf TYPE 6 577 HDU2 <br />2 108 plf TYPE 6 1,058 HDU2 <br />3 111 plf TYPE 6 1,090 HDU2 <br />4 154 plf TYPE 6 1,514 HDU2 <br />5 73 plf TYPE 6 697 HDU2 <br />2515 & 2517 N <br />Cotter St5/1/2025