On Thin Ice: Snow Load Management and Mitigation UNDERSTANDING APPROACHES AND BEST PRACTICES. E ach year, property owners and facilities managers across the United States face damage from snow and ice accumulation on their roofs. Winter precipitation can quickly reach critical limits resulting in a partial or complete structural collapse. Snow loads can also cause damage to electrical conduits, natural or propane gas lines, water or fluid piping, and other rooftop accessories. With reports predicting colder-than-normal and wetter-than-usual conditions for 75% of the country east of the Rocky Mountains, the 20142015 winter season will challenge current snow load management practices. Location Avg Winter Temp Total Snowfall 29.9°F 56.4” Boston 26.4°F 50.1” Hartford 32.9°F 57.3” New York City 31.3°F 60.5” Newark 33.0°F 59.5” Philadelphia 33.3°F 26.9” Baltimore 32.8°F 33.0” Washington D.C. 18.8°F 67.3” Chicago 24.2°F 52.5” Indianapolis Table 1. 2013-2014 Average Winter Temperature and Total Snowfall1 Although structural collapses are a poignant example of the concerns facing facility managers during the winter, rapid changes in temperature and winter precipitation can lead to a variety of © 2014 Low-Slope Solutions other concerns including roof leaks, snow drifts, and icicle formation. Roof leaks are one of the most common winter hazards facing property owners and facility managers. As snow melts and refreezes into ice, leaks may occur. Because of building geometry, cold spots on the roof can cause ice to accumulate. As ice forms on the walls and around the drainage area, water may further backup into the roof system causing leaks on the sales floor. The combination of liquid water and ice may cause physical damage to the structure and subject tenants and customers to slip hazards. Uncontrolled moisture infiltration has the potential to destroy finishes, damage equipment or product, and support mold and fungi growth. The formation of snow drifts can also be problematic for facility managers. Damage to rooftop accessories, curbs, and equipment are possible as drifts slide down slopes and off the roof area. Falling snow is dynamic, spontaneous, and dangerous to tenants and pedestrians. Damage to landscaping, cars, and equipment is also possible and carries with it the risk for increased maintenance costs in the spring. Large snow drifts should be reduced as soon as conditions allow. Although icicle formation is a normal part of the snow melting cycle, the formation of icicles over high traffic areas may result in property damage and injuries to customers. Conditions that allow icicle formation over sidewalks, entries, parking lots, and vehicular paths should be considered unacceptable and mitigation techniques should be used to reduce liability and structural concerns. On Thin Ice 1 LOW SLOPE ROOF SYSTEM AND SNOW The likelihood of experiencing structural damage from snow-induced overload varies with the type of roof structure, design loads, and weather conditions. Lightweight, low slope roof structures, such as “big box” stores, warehouses, distribution centers, and shopping malls are often plagued by snow-induced loading concerns. Although the potential for collapse is not solely limited to low slope systems, these lightweight roof structures have low permissible snow load to dead load ratios making them more susceptible to changing snow loads. To help alleviate current economic and budgetary constraints, the American Society of Civil Engineers recommends snow channeling3. Snow channels are used to reduce the weight of accumulated snow on the building, promote positive water flow, and increase the rate of melting. Snow channels begin at a drainage device and proceed up a slope. Channels are created in widths equal to five feet (minimum) to one-third of the column spacing beginning at the mid-span between columns3. In some situations, it may be necessary to widen the channels to accommodate additional snow load reduction. MANAGING SNOW LOADS Although the weight of snow can vary dramatically from storm to storm, an ordinary solid square foot of ice weighs approximately 62lbs. As a result, increasing ice and snow accumulation can lead to potential structural loading concerns including full or partial roof collapses. CONCLUSION Winter weather poses many hazards to facility managers including partial or complete structural collapses, roof leaks, snow drifts, and icicle formation. Promoting positive drainage is an important consideration in preventing structural collapse and moisture infiltration during winter weather events. Snow channeling is used to reduce the weight of accumulated snow on the building and promote positive water flow. Since it is not necessary to remove all the snow and ice from the roof, snow channeling is an economical method for promoting positive water flow and mitigating structural concerns during the winter. 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. City 2013/2014 Snowfall Erie, PA 137” Syracuse, NY 131” Buffalo, NY 128” Grand Rapids, MI 114” Rochester, NY 112” Billings, MT 100” Ann Arbor, MI 92” Detroit, MI 91” Toledo, OH 85” Cleveland, OH 84” Table 2. Top 10 Snowiest US Cities2 1. 2. 3. Once atmospheric conditions begin to improve, snow and ice will begin to thaw or evaporate. However, if the drainage system is blocked by snow and ice, the weight of snow and snow meltwater will not significantly diminish. Therefore, for any snow and ice removal plan to be effective, the roof must be cleared to promote positive drainage. However, the complete removal of snow from a roof structure, particularly a large building, is costly and time consuming. Additionally, in some situations, the complete removal of snow from the roof system may induce greater stress on the roof structure. © 2014 Low-Slope Solutions 2013-2014 Northeast and Midwest Winter Stats Fenner, J. (2014) The endless winter. Snow Magazine 25-35. Dolhon, A. M. & Ratakonda, R. (2011). Snow removal strategies of lightweight, flat roof structures. Structure Congress, 1782-1793. Provided by Low-Slope Solutions 888.764.6968 [email protected] www.lowslopesolutions.com . On Thin Ice 2
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