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<br /> <br />DESIGN REPORT <br /> <br />Date: 12/1/2023 <br />REV: A <br />page 57 of 160 <br />JOB# 186565 <br /> <br /> <br /> <br /> <br /> <br /> <br /> BASE SCREW CHECK: <br /> ----------------- <br /> Base Screw Force/Screw Shear <br /> Wall Length Space Wind Seis Limit Max <br /> Id (ft) (ft) (k ) (k ) (k ) UC <br /> ---- ------ ----- ----- ----- ----- ---- <br /> 2 50.00 1.00 0.044 0.048 0.277 Panel Shear Not Used <br /> 4 50.00 1.00 0.044 0.048 0.277 Panel Shear Not Used <br /> <br />================================================================================ <br /> 186565FS Weight Summary 12/ 1/23 1:53pm <br />================================================================================ <br /> <br /> Weight <br /> Description (psf ) <br /> ----------- ------- <br /> Roof Purlins = 1706.76 <br /> Eave Struts = 424.15 <br /> Roof Bracing = 87.25 <br /> Wall Bracing = 82.71 <br /> ---------- <br /> Total = 2300.88 <br /> <br />================================================================================ <br /> 186565FS Warning Summary 12/ 1/23 1:53pm <br />================================================================================ <br /> <br /> ROOF PURLIN <br /> Anti Roll <br /> WRN(GRA-206): Deflection > Limit <br /> <br /> <br />1202 W Edinger <br />Ave10/3/2024