7400 HARDESON RD SUNBELT RENTALS 2025-07-18

PURLIN SCREW CHECK: •--- --- ---- --- •-••- ----- ---- Screw Wind Limit(k ) 2 1 RF 12.50 2 4387 0.500 0 0._4 5.30 0.14 5.08 8.03 Surf Zone Space Suction Load Purlin Panel Screw Max 71 Id Id (ft) (psf ) (k ) Pullout Pullover Tension UC 2 2 RF 12.50 2 4307 0.500 0 0.14 5.30 0.14 5.00 0.03 --- •-•- ---- 71 2 1 1.90 12.19 8.05 8.39 0.31 0.27 0.17 3 1 RF 12.50 2 4387 0.500 0 0.14 5.30 8.14 5.80 0.03 2 2 1.00 18.53 0.87 8.39 0.31 0.27 0.27 71 2 3 1.00 18.53 8.07 0.39 8.31 0.27 0.27 3 2 RF 12.50 2 A307 0.580 0 0.14 5.30 0.14 5.00 0.03 2 4 1.00 18.53 8.87 8.39 9.31 0.27 0.27 71 I 5 1.00 18.53 0.07 8.39 0.31 0.27 8.27 2 16 1.00 29.99 8.12 8.39 8.31 0.27 0.45 sasssasassassssszzszs s --•• •--- ---- 2992 Roof Panel Zones 7/27/21 7:30pm 3 2 1. .39 0.32 0.27 8.17 sxsnzass asszsasssazaszz ss 3 2 1.00 18.53 8.07 0.39 0.31 0.27 0.27 3 3 1.00 18.53 8.87 0.39 0.31 0.27 0.27 PANEL: 3 5 1.00 18.53 8.07 0.39 0.31 0.27 0.27 ------ 3 6 1.00 18.53 0.07 0.39 8.31 0.27 0.27 Tensile 3 16 1.00 29.99 8.12 0.39 0.31 0.27 0.45 Thick Yield Strength Part (in) (ksi ) (ksi ) BASE SCREWS: HHR 26 0.019 50.80 65.00 Dia Washer Limit Part (in) (in) (k ) PURLIN SCREWS: 1.25MW 8.25 e.50 1.00 Dia Washer Limit Part (in) (in) (k ) BASE SCREW CHECK: ---- .-- --- _.25MW 0.258 0.50 1.80 Base Screw Force!Screw Shear Wall Length Space Wind Seis Limit Max PANEL ZONE LAYOUT; Id (ft) (ft) (k ) (k ) (k ) UC -Purlin(ft,in)- Panel 2 Open Wall Surf zone ---Locate(ft)-- --Surface(ft)-- Bay Load Min Zone 4 Open Wall Id Id Description Start End Offsetl Offset2 Id Id Width Thick (ft) 2 1 Interior 4.50 14.08 4.50 12.67 1 2 3.76 8.075 3.76 2992 Extension Panel Zones 7/27/21 7:38pm 2 2 Middle 1.50 17.00 1.58 12.67 1 1 3.96 0.875 4.16 =3z- xx__x 2 3 Lt edge 0.80 1.50 1.58 12.67 1 1 3.96 0.875 4.16 2 4 Top edge 0.00 20.08 0.90 1.58 1 1 3.96 0.075 4.16 PANEL: 2 5 Rt edge 17.00 20.08 1.58 12.67 1 1 3.96 0.075 4.16 2 16 It gable -1.50 8.80 0.00 12.67 8 1 3.96 0.075 4.16 Tensile --Extend- Thick Yield Strength 3 1 Interior 4.50 14.00 0.90 3.17 1 2 3.76 8.075 3.76 Id Side Part (in) (ksi ) (ksi ) 3 2 Middle 1.50 17.00 0.09 11.17 1 3 3.96 0.075 4.16 3 3 Lt edge 0.00 1.50 0.00 11.17 1 3 3.96 0.075 4.16 1 Roof HHR 26 0.919 50.88 65.00 3 5 Rt edge 17.80 28.00 0.00 11.17 1 3 3.96 0.075 4.16 2 Roof NPR 26 0.019 50.00 65.00 3 6 Bot edge 0.00 20.00 11.17 12.67 1 3 3.96 0.875 4.16 3 16 Lt gable -1.50 0.80 0.00 12.67 0 3 3.96 9.875 4.16 PURLIN SCREWS: