Similarly residential builders may not be familiar with steel frame or concrete roof systems.
Roof truss to cmu wall connection.
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In older houses with masonry walls it is common to find a 2x8 lumber plate that is bolted or strapped flat like a plate to the top of the masonry wall.
The required anchor load capacity depends on the design wind speed as well as the roof truss span.
How to inspect the connections that tie existing rafters or trusses to the wall plate to determine whether retrofitting is needed.
Walls that are constructed of concrete block that need to be covered with a roof will require the use of a ledger.
Simpson strong tie category masonry connectors we use cookies on this site to enhance your user experience.
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And if the home does need a.
The trusses or rafters are then connected to this plate.
Figure 4 shows a typical roof truss anchor cast into the bond beam of a concrete masonry bearing wall.
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When the trusses are oriented parallel to the wall the simplest method of connecting a braced wall panel to the roof floor system above is to frame and sheath the wall up to the roof floor deck above and attach the roof floor sheathing to the double top plate of the braced wall panel with 6d common 0 113 x 2 0 nails at 6 on center as.
In older homes the connection may be made using 2 or 6 16d nails in a toe nail configuration.
The ledger is needed to properly attach the perpendicular roof trusses to the top of the structure.
New florida codes compel contractors to upgrade the roof wall connections on qualifying older homes when replacing the roof covering.
In this article richard reynolds who helped write the new code language outlines the steps involved.
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This connection is used at the top of concrete masonry walls or when a change in wall thickness provides a ledge with sufficient bearing area as shown in figure 1.