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1920 MERRILL CREEK PKY 2025-03-27
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1920 MERRILL CREEK PKY 2025-03-27
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Last modified
3/27/2025 11:38:22 AM
Creation date
2/12/2025 1:55:40 PM
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Address Document
Street Name
MERRILL CREEK PKY
Street Number
1920
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Lii C Hazards by Location <br /> Search Information <br /> Address: 1920 Merrill Creek Pkwy,Everett,WA 98203,USA Port Angeles Se uim 522 ft <br /> Q, ille <br /> ,)rdinates: 47.9368201,-122.2573769 <br /> YVhidtiey ett, <br /> .ovation: 522ft �anr1 Island o __ <br /> v <br /> Trmestamp: 2022-05-10T20:00:06.832Z <br /> Hazard Type: Wind ' <br /> GO le Seaottle Redmond <br /> z _ - __ _ Map data 02022 Google <br /> ASCE 7-16 ASCE 7-10 ASCE 7-05 <br /> MRI 10-Year ----------------- - - 67 mph MRI 10-Year ___ __ _ 72 mph ASCE 7-05 Wind Speed ----- ------ ----- 85 mph <br /> MRI 25-Year __________________________________ 74 mph MRI 25-Year _______..._......_..-------- 79 mph <br /> MRI 50-Year ----------------------___--------- 78 mph MRI 50-Year -___---------------------- 85 mph <br /> MR1100-Year -------------------------------- 83 mph MRI 100-Year -------------------------- 91 mph <br /> Risk Category l 92 mph Risk Category l _________________________ 100 mph <br /> Risk Category II ------------------------------ 98 mph Risk Category II -------------•_--------- 110 m}�i �.f I Y J Q� ��u�� `✓ <br /> Risk Category III ----..__ 105 mph Risk Category III-IV _ _ _ --------- 115 mph UV P <br /> Risk Category IV --------------- ________ 109 mph <br /> The results indicated here DO NOT reflect any state or local amendments to the values or any delineation lines made during the building code adoption process.Users should confirm any <br /> output obtained from this tool with the local Authority Having Jurisdiction before proceeding with design. <br /> Disclaimer <br /> Hazard loads are interpolated from data provided in ASCE 7 and rounded up to the nearest whole integer.Per ASCE 7,islands and coastal areas outside the last contour should use the <br /> last wind speed contour of the coastal area—in some cases,this website will extrapolate past the last wind speed contour and therefore,provide a wind speed that is slightly higher.NOTE: <br /> queries near wind-borne debris region boundaries,the resulting determination is sensitive to rounding which may affect whether or not it is considered to be within a wind-bome debris <br /> on. <br /> Mountainous terrain,gorges,ocean promontories,and special wind regions shall be examined for unusual wind conditions. <br /> While the information presented on this website is believed to be correct,ATC and its sponsors and contributors assume no responsibility or liability for its accuracy.The material presented <br /> in the report should not be used or relied upon for any specific application without competent examination and verification of its accuracy,suitability and applicability by engineers or other <br /> licensed professionals.ATC does not intend that the use of this information replace the sound judgment of such competent professionals,having experience and knowledge in the field of <br /> practice,nor to substitute for the standard of care required of such professionals in Interpreting and applying the results of the report provided by this website.Users of the information from <br /> this website assume all liability arising from such use.Use of the output of this website does not Imply approval by the governing building code bodies responsible for building code approval <br /> and Interpretation for the building site described by latitudellongltude location in the report. <br />
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