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ASCE• <br /> ASCE 7 Hazards Report <br /> AMERICAN SOCIETY OF CIVIL ENGINEERS <br /> Address: Standard: ASCE/SEI 7-10 Elevation: 394.86 ft (NAVD 88) <br /> No Address at This Risk Category: II Latitude: 47.923689 <br /> Location Soil Class: D -Stiff Soil Longitude: -122.205339 <br /> { L . � _.Ly-_._�._ i <br /> • ,' Maysville <br /> i Ilt I <br /> \,,L' ).;-:. ------..- .-1--1-,` -e^!.;:::t•.4r-r-7-, .::t..---.-7Kr.i'::!:;_ <br /> 14:161: :::: <br /> rs/711:41\,1 - . .1,Ci: „ 1::::/' ,,,-?/. .",:\11,,,,:,..14i, <br /> / ll <br /> 610 <br /> 4 <br /> Ned Latt <br /> Mt ans <br /> � 4I i ! J tl} curon Everett <br /> "tin C)/ ar.Cc .,1rx,tmn t <br /> 7 ' , $ —Ba,, f,y <br /> r-- 4ii \ if <br /> V l'.7-41i \ Ill . V ''''..-- . \.S.!... . . , . m <br /> NA p{CQ ., fit ' Y ... ""� Lynnwood <br /> 1 / <br /> al i 4nV 11, ^yam\ rr I�h <br /> Wind <br /> Results: <br /> Wind Speed: 110 Vmph <br /> 10-year MRI 72 Vmph <br /> 25-year MRI 79 Vmph <br /> 50-year MRI 85 Vmph <br /> 100-year MRI 91 Vmph <br /> Data Source: ASCE/SEI 7-10, Fig. 26.5-1A and Figs. CC-1—CC-4, incorporating errata of <br /> March 12, 2014 <br /> Date Accessed: Wed Jun 19 2019 <br /> Value provided is 3-second gust wind speeds at 33 ft above ground for Exposure C Category, based on linear <br /> interpolation between contours. Wind speeds are interpolated in accordance with the 7-10 Standard. Wind speeds <br /> correspond to approximately a 7% probability of exceedance in 50 years (annual exceedance probability = <br /> 0.00143, MRI = 700 years). <br /> Site is not in a hurricane-prone region as defined in ASCE/SEI 7-10 Section 26.2. <br /> Mountainous terrain, gorges, ocean promontories, and special wind regions should be examined for unusual wind <br /> conditions. <br /> https://asce7hazardtool.online/ Page 1 of 3 Wed Jun 192019 <br />