Addressing Breaks in the Top Plates
The horizontal board on top of the cripple wall is known as the upper top plate and it is also the top of the shear wall where all the force is transferred. The floor needs a continuous connection to the shear walls they rest on and which protect them. The connection of the floor to the rigid shear walls is what restrains the entire floor from moving. If part of the floor is on one section of shear wall and another part of the floor is on another section of cripple wall that has not been converted into a shear wall, these segments for floor can move independently. The way this is addresses is by joining all the cripple wall segments together wherever they are separate from each other. These separations are caused by breaks in the top plate.
For example, if a shear wall holds part of the floor to the foundation at one end of the house, but the other end is not connected to the shear wall because of a top plate break, this end will not be protected. Building codes make sure this does not happen with simple regulations simple regulations.
Cripple wall top plates are actually segments of wall that can move independently of each other, boards that are 8 to 24 feet long butted together. Any point where they butt together is called a top plate break. These breaks create a break in continuity, meaning the pull and push of the earthquake force is not continuous along the cripple wall top plate.
- In the diagram above, the cripple wall to the left of the break in the top plate is disconnected from the shear wall to the right of the break in the top plate. If there were no break and the top plate were one piece, then the two would be joined together, and any movement of the cripple wall would be restrained by the shear wall. Hence the top of the cripple wall and the top of the shear wall must be connected together so they cannot move independently.
- The break in the top plate must be connected so the floor responds to earthquake forces as one unit.
Restoring Cripple Wall Top Plate Continuity
Steel straps and nails are the two methods by which continuity is restored. Using nails is by far the fastest and most effective method.
In this image, a steel strap called a CST strap connects the two sections of the top plate.
Another way to do this is with nails
Which is Better, Nails or a Strap?
12d nails resist 188 lbs in shear. 2490/188 = 14 nails required on each side of break to be equivalent to a CS14 strap. Nail guns are fast, nails are cheap, and puttng twice that many nails on each side of the break would less than a minute. In addition, there is not strap that prevents plywood nailing.