Frameing For Roof Loads

Framers stick building a hip roof you can learn a great deal about roof framing by understanding the concepts of framing a gable or shed roof.

Frameing for roof loads.

910 pounds per lineal foot. The dead load of a typical asphalt shingled wood framed roof is about 15 pounds per square foot. Depending on your region you may need to design for a maximum snow load of anything between zero to 65 pounds per square foot or roughly 0 3 kpa. 50 psf x 14ft 700 pounds per lineal foot.

The load increases with the use of heavier roofing material. There are several roof types. However if the attic is intended for storage the attic live load or some portion should also be considered for the design of. Converting a flat roof to a pitched roof is essentially framing a new roof for an average of 6 to 9 per square foot.

2attic loads may be included in the floor live load but a 10 psf attic load is typically used only to size ceiling joists adequately for access purposes. The boca code recognizes this and allows you to use the horizontal projection of the roof when calculating snow loads. It is important to list live load dead load and total load separately because live load is used to compute stiffness and total load is used to calculate strength. Roof framing depends on the type of roof you want to build.

The gable roof hip roof gambrel roof flat roof shed roof mansard roof and many more custom roof types. If you live in a region that gets winter snowfall contact your municipal building department to find out what maximum snow loads you need to design for. Boca also allows you to reduce the snow load for roofs with slopes greater than 30 degrees presumably because snow will slide or blow off steeply pitched roofs. Converting a flat roof to pitched.

The dead load on a roof includes the framing sheathing and roofing. Detailed flat to pitched roof conversion costs. Let s look at the sample table below which shows maximum rafter spans for a snow load of 31 3 pounds per square foot psf. For dead loads you are correct.

The heavier the roof and the more snow weight it will need to support the closer together the load bearing rafters or trusses need to be. All roof framing tables are organized by maximum snow load. Consult local building codes for snow load capacity and reference the span tables for joists and rafters published by the american wood council awc as a general rule roofs that have a high human occupancy rate should be framed with rafters every 16 structures such as sheds or barns can be frames with rafters every 24.