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'rens-vregon allow Luaumg - - - - - - - -nup:f/snowload.seaaorg/Iooktip.ntml Oregon Snow Loading The design ground snow of any location In the state of Oregon may be determined by entering the latitude and longitude of your site Into the boxes below.The tool provides the design ground snow load (pg in ASCE7*)for your site.The design ground snow load val- +les can also be viewed on the online map. Users are strongly recommended to review the Map Usage Notes. 7Ground snow loads are very sensitive to geographic location, and particularly sensitive to elevation. It Is recommended that the lati- tude and longitude values be entered with a precision of 0.001 (about 105 yards). *ASCE Standard(ASCE/SE17-10)Minimum Design Loads for Buildings and Other Structures published by the American Society of Civil Engineers. Latitude - Longitude Lookup Results Latitude: 44.977946 Longitude: -122.974655 Snow Load: 9.0 psf Modeled Elevation: 196 ft • • Site Elevation versus Modeled Grid Elevation Site elevation refers to the elevation (above sea level, in feet) of the location for which the snow load Is required. The modeled grid elevation is the average elevation of the 4 km (about 2-1/2 miles) grid cell that was used In the snow load modeling. In rela- tively flat terrain, the two elevations will likely be the same or very similar. In sloped or mountainous terrain,the two elevations may be quite different. The design ground snow load may be underreported for some locations where the site elevation is higher than the modeled grid elevation. Consult the Map Usage Notes If your site elevation is more than 100 ft. above the modeled grid elevation shown, or if your site is at or near the top of a hill. Oregon Design Ground Snow Load Look Up Results It is Important that the user of this tool understand the principals and limitations of the modeling used to create it. Ground snow loads can vary dramatically over short distances due to changes In precipitation and elevation. It Is critical to use good engineer- ing judgment when Interpreting and using the results reported by this tool. The user Is recommended to review the online map, to gain a better understanding of the variations and range of magnitudes of the ground snow loads in the vicinity of the site location. In remote regions at high elevation, reliable snow data was not available during the creation of the map. A site-specific case study '.. Is required to determine the design ground snow load In these areas. The ground snow load values on the map are based on ex- trapolation, and are not recommended for design. See the Map Usage Notes for the regions that require a site-specific case study. It Is recommended that the local building official having jurisdiction at the site be consulted for minimum design ground snow or roof snow loads. • The reported design ground snow loads must be adjusted as required by Chapter 7 of ASCE7* for site exposure, roof slope, roof configuration,etc. Only the properly adjusted loads can be used to design roof structural elements. • Oregon requires a minimum roof snow load of 20 psi(pm In ASCE7*) for all roofs, plus a 5 psf rain-on-snow surcharge for many roof types, resulting in a 25 psf minimum roof design load for most roofs. See the Map Usage Notes or Snow Load Analysis for Oregon, Part I!for further information. *ASCE standard(ASCEISEL 7-10)Minimum Design loads for Windings and Other Structures published by the American Scc ety of Civil Engineers. C Copyright 2010-2013 seao org All rights reserved. fir of 1 11/16/2021,3:08 PM