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SIZUCIURAL DESIGNASSOCATTES <br />Project Title: <br />Engineer: <br />Project ID: SDA#9576 <br />Project Descr: <br />IBC 2015 1609.6 Alternate All -Heights Wind Bw*U:1.20.ec6 <br />g Softwe�e copyright ENERCAIC, INC. 1983-202Q Biu1d:12.20.5.31 <br />KW-06011301 STRUCTURAL DESIGN ASSOCIATE.' <br />DESCRIPTION: None- <br />MWFRS per IBC 2015 Table 1609.6.2 Section 1 <br />Kz per IBC 2015 1609.6.4.2 Item 2 = 0.700 Design Pressure P = 0.00256 V^2 K net K zt <br />)AM PERPENDICULAR TO RIDGE ps f <br />Enclosed Partially Enclosed <br />+Internal -Internal +Internal -Internal <br />Leeward Roofor Flat Roof -14.35 -7.61 -21.09 -0.87 <br />Windward Roof Slopes <br />Slope <2:12 (10 deg) <br />Condition 1 <br />-23.70 <br />-17.18 <br />-30.66 <br />-10.22 <br />Condition 2 <br />-6.09 <br />0.43 <br />-13.05 <br />7.39 <br />Slope <4:12 (18 deg) <br />Condition 1 <br />-15.87 <br />-9.13 <br />-22.61 <br />-2.39 <br />Condition 2 <br />-1.09 <br />5.44 <br />-8.05 <br />12.39 <br />Slope <5:12 (23 deg) <br />Condition 1 <br />-12.61 <br />-6.09 <br />-19.57 <br />0.87 <br />Condition 2 <br />0.65 <br />7.39 <br />-6.31 <br />14.13 <br />Slope < 6:12 (27 deg) <br />Condition 1 <br />-10.22 <br />-3.48 <br />-16.96 <br />3.26 <br />Condition 2 <br />1.30 <br />8.05 <br />-5.44 <br />14.79 <br />Slope < 7:12 (30 deg) <br />Condition 1 <br />-8.05 <br />-1.30 <br />-14.79 <br />-5.65 <br />Condition 2 <br />1.52 <br />8.05 <br />-5.44 <br />15.00 <br />Slope < 9:12 (37 deg) <br />Condition 1 <br />-5.87 <br />0.87 <br />-12.61 <br />7.61 <br />Condition 2 <br />3.04 <br />9.57 <br />-3.91 <br />16.53 <br />Slope < 12:12 (45 deg) <br />3.04 <br />9.57 <br />-3.91 <br />16.53 <br />)AM PARALLEL TO RIDGE <br />All slopes including Flat Roofs -23.70 -17.18 -30.66 -10.22 <br />MWFRS per IBC 2015 Table 1609.6.2 <br />Description Non -Binding Type <br />Ly IIt. Above Ground <br />Level, $ <br />Design Pressure P = 0.00256 V^2 K C K <br />z net zt <br />Relavent Ratio Kz Pnet <br />RN Square - Wind Normal 25.00 <br />h/D Ratio 100.0 <br />0.66 31.37 <br />Roof & Overhang Components &Cladding per IBC 2015 Table 1609.6.2, Section 2 &3 <br />Design Pressure P <br />= 0.00256 <br />V^2 <br />K nK <br />et zt <br />Description Continuity Item Type <br />EfE Area <br />ft 2 <br />Kz <br />Enclosed <br />Partially <br />Enclosed <br />No Discontinuity Gable, Slope <6:12 <br />10.00 <br />0.700 + : 0.00 <br />0.00 <br />0.00 <br />0.00 <br />Wall &Parapet Components &Cladding per IBC 2015 Table 1609.6.2, <br />Section 4 &5 <br />Design Pressure P <br />= 0.00256 <br />V^2 <br />K C K <br />z net zt <br />Kz <br />Description Continuity Item Type <br />� yl� <br />LIk Above Ground <br />Level, $ <br />EfE Area <br />$ 2 <br />Enclosed <br />Pamally <br />Enclosed <br />No Discontinuity Wall Elements, h<=60 $ 25 10.00 0.66 + : 20.50 27.06 <br />-22.35 -28.70 <br />