Blocking Between Roof Trusses

For instance if your roof has a steep pitch you may be able to use 2 inch by 4 inch rafters but if your roof has a low pitch building code may require that you used 2 inch by 6 inch or 2 inch by 8.

Blocking between roof trusses.

Blocking or boundary member. And often in a humid environment. A continuous band rim or header joist or roof truss parallel to the braced wall panels shall be permitted to replace the blocking required by this. In my experience traveling across the country observing wood framed construction it was apparent that east of the rocky mountains structural wood members in line with supporting walls between roof framing cease to be installed.

Rafter blocking is an essential part of the roof framing process in that the blocks provide a stop for ceiling insulation and a continuous surface for the roof sheathing to be edge nailed to. Some may call these wood members blocking and deem them as optional. For low pitch roofs building codes may require larger dimension rafters. Each block is 2x4 or 2x6 depending on the size of the rafters and is secured to the top plate.

Truss heel blocking can function as perimeter blocking of the roof diaphragm however the adequacy of this connection depends on multiple factors the building designer may not assume that prescriptive heel blocking will perform adequately as perimeter blocking for the roof diaphragm. Roof trusses shall be supported laterally at points of bearing by solid blocking to prevent rotation and lateral displacement. Roof rafters and ceiling joists shall be supported laterally to prevent rotations and lateral displacement when required by section 2306 7. A new provision in the 2009 irc and carried through to more recent versions is the use of blocking panels between roof trusses to connect the trusses to the braced wall panels below if the heel height is greater than 9 for trusses with heel heights less than 15 this blocking can be made of solid sawn dimensional lumber as shown in figure 1a.

Rotation loads on rafters occur when the roof sheathing is resisting lateral loads perpendicular to the rafter because these loads are actually trying to move the top edge of the rafter sideways.