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10/2/2017 Michael Leachman P.E. Page5/1 4 <br /> Design Duild Services, Inc. <br /> Engineering and Construction Management <br /> 28119-120th St. S.E., Monroe,WA 98272 <br /> Phone/Fax(360)793-9659 <br /> 'QGi Keith Addition <br /> Wind Load Calculations 2015 IBC ASCE 7-10 Buildings <br /> Figure 28.6-1 MWFKS(Envelope Procedure) Method 2 - Enclosed Simple Diaphragm Low-Rise Buildings <br /> 2a remainder <br /> Front Design 10.2 57.8 1 ,1 0O 90 0 5' <br /> Side design 10.2 41.3 13.9 .0 9)1 43 <br /> Zone A B C P <br /> Front <br /> Area 70 =101 174 400.€ <br /> Zone Load 3085 1054 0 1829 202 <br /> Minimum 10 psf A/C 5 psf B/D 4945 700 505 1740 2000 <br /> Side A B C P <br /> Area 113 92 261 92 <br /> Zone Load 5127 1566 456 2712 393 <br /> Minimum 10 psf A/C 5 psf 5/D 4660 1130 460 2610 460 <br />