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Project <br />1011 <br />Job Ref. <br />Section <br />CLADDING <br />Sheet no./rev. <br /> 3 <br />Calc. by <br />N.K <br />Date <br />12/12/2023 <br />Chk'd by Date App'd by Date <br />Component Zone Length <br />(ft) <br />Width <br />(ft) <br />Eff. area <br />(ft2) <br />+GCp -GCp Pres (+ve) <br />(psf) <br />Pres (-ve) <br />(psf) <br />100 sf 1 --100.0 0.30 -1.08 5.4 #-14.1 # <br />>300 sf 1 --300.1 0.30 -0.80 5.4 #-11.0 # <br /><=2 sf 2e --2.0 0.70 -1.50 9.9 #-18.8 <br />20 sf 2e --20.0 0.46 -1.50 7.2 #-18.8 <br />100 sf 2e --100.0 0.30 -1.08 5.4 #-14.1 # <br />>300 sf 2e --300.1 0.30 -0.80 5.4 #-11.0 # <br /><=2 sf 2n --2.0 0.70 -2.50 9.9 #-30.0 <br />10 sf 2n --10.0 0.54 -2.50 8.0 #-30.0 <br />100 sf 2n --100.0 0.30 -1.39 5.4 #-17.6 <br />>150 sf 2n --150.1 0.30 -1.20 5.4 #-15.4 # <br /><=2 sf 2r --2.0 0.70 -2.50 9.9 #-30.0 <br />10 sf 2r --10.0 0.54 -2.50 8.0 #-30.0 <br />100 sf 2r --100.0 0.30 -1.39 5.4 #-17.6 <br />>150 sf 2r --150.1 0.30 -1.20 5.4 #-15.4 # <br /><=2 sf 3e --2.0 0.70 -2.50 9.9 #-30.0 <br />10 sf 3e --10.0 0.54 -2.50 8.0 #-30.0 <br />100 sf 3e --100.0 0.30 -1.39 5.4 #-17.6 <br />>150 sf 3e --150.1 0.30 -1.20 5.4 #-15.4 # <br /><=2 sf 3r --2.0 0.70 -3.60 9.9 #-42.3 <br />4 sf 3r --4.0 0.63 -3.60 9.1 #-42.3 <br />10 sf 3r --10.0 0.54 -2.95 8.0 #-35.0 <br />>50 sf 3r --50.1 0.37 -1.80 6.2 #-22.2 <br /># The final net design wind pressure, including all permitted reductions, used in the design shall not be less than 16psf acting <br />in either direction <br />Page 34 of 108 <br />1011 W Second St <br />5/1/2025