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Page 17 of 29 <br /> Ross project: HAWARD HOMES LOT 1 by: RR _ sheet fit: <br /> Engineering location: 36xx SHORE AVENUE,EVERETT,WA date: 6/16/2022 <br /> Design client: THE LEREN COMPANY job#: 2027 <br /> Inc <br /> Wind Loads Main Wind Force Resisting System <br /> ASCE 7-Chapter 28 Part II <br /> Wind Criteria Risk Category: II <br /> Basic Wind Speed(V)(ult)= 100 mph <br /> Exposure= D <br /> k= 1.61 <br /> lc= 1.35 <br /> Roof Angle= 18 deg <br /> Average Roof Height= 23 ft <br /> Plate Height(H)= 18.5 ft <br /> Least Horiz Dimension(L)= 51 ft <br /> 0.10L= 5.1 ft <br /> 0.4(H) 5 ft <br /> a min=max of3ftor0.04L= 3 ft <br /> a= 5 ft <br /> 2a= 10.0 ft <br /> Simplified Design Wind Pressure Load Case 1 Load Case 2 Minimum Controlling <br /> Zone Poo(Psf) Ps(Psf) Poo(Psf) Ps(Psf) Ps(Psf) Ps(PO) <br /> A 19.9 43.3 0.0 0.0 16.0 43.3 <br /> B -6.6 -14.3 0.0 0.0 8.0 8.0 <br /> C 13.3 28.9 0.0 0.0 16.0 28.9 <br /> D -3.8 -8.3 0.0 0.0 8.0 8.0 <br /> E -19.1 -41.5 0.0 0.0 <br /> F -12.4 -27.0 0.0 0.0 <br /> G -13.3 -28.9 0.0 0.0 <br /> H -9.5 -20.6 0.0 0.0 <br /> EOH -26.7 -58.0 0.0 0.0 <br /> GoH -20.9 -45.4 0.0 0.0 <br /> o © S40 <br /> 4to ha, AO <br /> �/ © aO <br /> , . <br /> tii�i�ii��if <br /> i <br /> illt4p4,. <br /> Com\�� <br /> Transverseigl IJI' <br /> ....„.. „. ,:.. ,,,,,, © <br /> O� <br /> Longitudinal <br /> 6/16/2022 <br />