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<br /> <br />DESIGN REPORT <br /> <br />Date: 12/1/2023 <br />REV: A <br />page 126 of 160 <br />JOB# 186565 <br /> <br /> <br /> <br /> <br /> <br /> BASE SCREWS: <br /> ------------ <br /> Dia Washer Limit <br /> Part (in) (in) (k ) <br /> -------- ----- ------ ----- <br /> 12x1.50L 0.21 0.50 1.00 <br /> <br /> BASE SCREW CHECK: <br /> ----------------- <br /> Screw Force/Screw Shear <br /> Base Space Wind Seis Limit Max <br /> Length (ft) (k ) (k ) (k ) UC <br /> ------ ----- ----- ----- ----- ---- <br /> 26.67 1.00 0.059 0.049 0.277 0.21 <br /> <br />================================================================================ <br /> 186565FS Wall 3 - Weight Summary 12/ 1/23 1:52pm <br />================================================================================ <br /> <br /> Columns = 598.83 <br /> Rafters = 239.49 <br /> Girts = 319.92 <br /> Framed Openings = 115.09 <br /> Bracing = 33.18 <br /> Clips = 49.50 <br /> -------- <br /> Total Weight = 1356.02 <br /> <br />================================================================================ <br /> 186565FS Wall 3 - Warning Summary 12/ 1/23 1:52pm <br />================================================================================ <br /> <br /> .. No Warnings <br /> <br /> <br />1202 W Edinger <br />Ave10/3/2024