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Max Uplift Reaction:499 lbs <br />Roof Attachment:8 - #12 screws per MA at a min. <br />Screw Diameter:0.21 in <br />tc:0.0478 in, PLB 36, 18 Gauge <br />Pnot:426.6 lbs, See Equation Reference AISI S100 Eq J4.4.1-1 P not = 0.85 x t c x d x F u2 <br />Ω:2.7 per AISI Section J <br />Screw Capacity:158.0 lbs <br />Screws Per Panel:8 at minimum <br />Attachment Capacity: 1264.0 lbs <br />DCR:39% <br />Therefore, 8 - #12 screws per MA at a min. are adequate to resist horizontal and uplift loads <br />Metal Panel Attachemnt to Roof Members <br />P- 16 <br />1901 N Fairview St & Bldg A, B, <br />C, F & 1919 N Fairview St Bldg E <br />4/11/2024