When using figure 1608 2 for sites at elevations above 1 000 feet 304 m the ground snow load shall be increased from the mapped value by 2 psf 0 095 kn m 2 for every 100 feet 30 48 m above 1 000 feet 304 m.
Port orchard snow load psf roof.
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2405b port orchard wa 98366 4682 email.
This may not be reduced for slope or any other conversion factor and may be only modified where applicable by a rain on snow surcharge.
The minimum design roof snow load is 20 psf 5 psf rain on snow surcharge where applicable per the oregon structural specialty code.
The minimum design roof snow load for all structures in oregon is 20 pounds per square foot psf.
The publication is 20 and may be purchased from msu civil engineering at 406 994 2111.
Snow load information pursuant to montana law the minimum design roof snow load after allowed reductions shall be 30 psf.
360 337 5777 614 division street ms 36 form number.
The minimum design roof snow load after allowed reductions shall be 30 psf.
The ground snow loads to be used in determining the design snow loads for roofs shall be determined in accordance with asce 7 10 or figure 1608 2.
You can click on the map below to find the design ground snow load for that location.
2 the basic roof snow load factor c b shall be 0 8 except that for large roofs it shall be a 1 0 30 l c 2 for roofs with c w 1 0 and l c greater than or equal to 70 m or b 1 3 140 l c 2 for roofs with c w 0 75 or 0 5 and l c greater than or equal to 200 m where l c characteristic length of the upper or lower roof defined as 2w w l in metres.
Kitsap county department of community development phone.
The calculated ground snow loads are based on data from over 400 climate monitoring stations across washington.
Use our washington ground snow loads map to easily determine the ground snow load for any location in the state of washington.
This downward imposed load on the home is also known as the snow load.
Ground snow load used for determining drift requirements is based on snow load analysis for oregon as published by the structural engineer association of oregon.
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The north zone design live load equates to 40 pounds per square foot the middle zone equates to 30 pounds per square foot and the south zone equates to 20 pounds per square foot.
