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6/19/2017 Michael Leachman P.E. Pag62/1 2 <br /> Design I33uild Services, Inc. <br /> Engineering and Construction Management <br /> 28119-120th St. S.E., Monroe,WA 98272 <br /> Phone/Fax(360)793-9659 <br /> FiRai..6:44EMINNEREEMMUMNIRE <br /> del <br /> Wind Load Calculations 2015 IBC ASCE 7-10 Buildings <br /> Figure 28.6-1 MWFRS(Envelope Procedure) Method 2- Enclosed Simple Diaphragm Low-Rise Buildings <br /> Check Low Rise Definition H/L<=1 0.42353 0.81818 If Over 1 Cant Use Envelope Proceedi. <br /> Design Calculation Load Combination 2.4.1 - 0.6W adjusted for Lamda and Kzt <br /> Wind Speed ilaiNgfalliglia MPH <br /> Risk Category gi lti <br /> Exposure Category IMINEW <br /> kzt 1:: <br /> Eave Height 262;ft <br /> Building Length- B(long dimension) `ua' `> :-< < <br /> a 4.25 <br /> Mean Roof height EMPERO ft <br /> Lambda Height Factor :;;;...:::.1>Figure 28.6-1 page 305 <br /> Roof Pitch :12 14 degrees <br /> .. ..:..:...::<.�€, g <br /> Zone factor W'0.6(Kzt)(Lambda) A B C D <br /> Roof Pitch 3 :12 13.9 -5.0 9.2 -2.9 <br /> Corner Distance 2a 8.5 ft Note if negative use 0 <br /> Side Elevation <br /> . ..... ............ <br /> Eave Height ;;;;2. 2 ft <br /> Building width-L(short dimension) 2 <br /> a 3 <br /> Mean Roof height 18 ft <br /> Lambda Height Factor 1 Figure 28.6-1 page 305 <br /> Roof Pitch0::12 0 degrees <br /> Zone factor W'0.6(Kzt)(Lambda) A B C D <br /> Roof Pitch 0 :12 11.5 -6.0 7.6 -3.5 <br /> Corner Distance 2a 6 ft Note if negative use 0 <br />