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Dibble Engineers Inc JOeTITLE Charter Club 1029 Market Street,Suite 200 Kirkland,WA 98033 doe No.23.079 SHEET NO. (425)828-4200 CALCULATED BY SSH DATE CHECKED BY TSC DATE 4118/23 Ultimate Wind Pressures Wind Loads - Components & Cfaddin : h S 60' Kh(case 1)= 0.70 h= 18.0 ft Base pressure(qh)= 14.6 psf a= 4.1 It Minimum parapet hi= 0.0 ft GCpi= +1-0.18 Roof Angle(9)= 18.4 deg qi=qh= 14,6 psf Type of roof= Hip Roof GCp+-Gcpi Surface Pressure(psQ Userinput Area 10 sf 20 sf 100 sf 200 sf 10 sf 20 sf 100 sf 200 sf 25 sf 50 sf Negative Zone 1 - . 8 .48 -1.18 -1.18 -21.7 -21.7 - 7.3 -17.3 -21A -19,2 Negative Zone 2e -1.98 -1,62 -1,44 -1,28 -29.0 -26.6 -21.1 -18.7 -25.9 -23.5 Negative Zone 2r -2.56 -2.33 -1.73 -1.48 -37.8 -34.0 -25.4 -21.7 -32.8 -29.1 Negative Zone 3 -1.98 -1.82 -1.44 -1.28 -29.0 -26.6 -21.1 -18.7 -25.9 -23.5 Positive All Zones 0.88 0.76 0.48 0.48 16.0 16.0 16.0 16,0 16,0 16.0 Overhang Zone 1 -1,8 -1.8 -2 -2 -26A -26.4 -29.3 -29.3 -29.3 -29.3 Overhang Zone 2e -2.3 -2.25 -2.15 -2.1 -33.7 -33.0 -31.4 -30.7 -32.8 -32.1 Overhang Zone 2r -2.9 -2.76 -2.44 -2.3 -42.5 -40.4 -35.7 -33.7 -39.8 -37.7 Overhang Zone 3 -2.9 1 -2.6 1.9 1.6 42.5 -38.1 -27.8 -23.4 -36.6 -32.2 ver ang pressures In e a e a ve assume an in ema pressure coefficient cpI o Overhang soffit pressure equals adj wall pressure(which includes internal pressure of 2.6 psf) Parapet qp= 0.0 psf SuRace Pressure ps User Input Solid Parapet Pressure s s s s s s s C one e: Zone 2r: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Zone 3: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 CASE B: Interior zone:: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Corner zone: 0.01 0.0 0.0 0.01 0.01 0,01 0.0 Wall$ GCp+!-GCpI Surface Pressure at h User input Area s Sf 200 sf 007- lost I loost8 5 10 Sf ZuU s Negative Zone 4 Negative Zone 5 -1.58 -1.23 -1.12 -0.98 -23.1 18.0 -16.4 -16.0 -23_1 -16.4 Positive Zane 4&5 1.18 1.00 0.85 0.88 17.3 1fi_0 16.0 16.0 17.3 16.0