Metal Strap Wall Bracing

Simpson strong tie 11 ft.

Metal strap wall bracing.

Secure first end of one piece of bracing into position using 30mm x 2 8ø multinail galvanised reinforced head nails. These pieces should overlap to form an x. Pryda strap brace with tensioner is an easy to use flat strap steel bracing for roofs walls ceilings and floors. Horizontal strap lateral bracing for wall studs.

If the wall is pre framed on the floor place the part into the saw kerf and put one nail into the top plate. Recommendations for use of flat strap wall bracing for 3 0kn m. Convenient multi purpose bracing for roofs ceilings and walls. Use with minimum 2 x 4 studs.

These ties connect both solid sawn and engineered lumber across a wide range of applications. First is the most obvous that t and l refer to the shape of the metal brace while x and v refer to the orientation on the wall an x or v as you look at the wall in elevation. Item 64772 model n220 269. Use minimum of 2x6 studs with rcwb 2x4 min.

Establish a run line using the bracing as a straight edge. Thd sku 333445. Strap brace complies with the wall bracing rules of as1684 residential timber framed construction. Mgb0708 structural bracing strap.

This method is common primarily in wall structures with thermal. National hardware 4 47 50 in steel zinc plated corner brace. For interior non bearing wall. Two individually cut pieces of flat tension bracing are required to brace a timber framed wall section.

The strap is simply put diagonally over the loadbearing framing components in the structure and attached through the openings with nails or screws. Galvanized steel wall bracing it features two rolled edges for extra strength and safety. Walls can also be braced with plywood or osb boards. Windbracing straps are usually hidden by the exposed structures.

Single cut a saw kerf 5 8 deep twb or 1 1 8 deep rcwb along the run line. Simpson strong tie hurricane ties are designed to resist simpson strong tie hurricane ties are designed to resist high winds and seismic forces by positively connecting trusses rafters to the top of wall of the structure.