RG88
Structural
- Nov 21, 2002
- 63
I am looking for some information and advice on using 'tie bars' for a building renovation. Several of the buildings in the vicinity of the one that I am working on have been upfit with 'tie bars' that run cross wise through the building to hold the outer URM walls from rotating/buckling. The bars have a star shaped washer at each end, which can be seen from the exterior. I understand the principle behind their use, but I am trying to obtain some information on the installation for specification writing and plan preparation. I try to utilize construction convention before developing my own system...in this case it would be 3/4"-1" diameter bars with a turnbuckle in the middle and plate washers on the exterior. Manufacturers, if any, and technical info on applications available via the web is prefered. Any experiences that the readers may have, good and bad, are certainly welcome as I am still in the process of deciding whether to utilize this type of renovation measure.
In this day and age there is a supplier and specification for everything, so I would like to spec something known before just calling out a bar with fasteners...maybe I am overengineering this point and it is just a simple bar!
Just for clarity, the building is a 100 year old two story (15' each story) with 12" thick URM exterior walls. The building is 120' long x 34' wide. A rough cut lumber floor and roof system spans the short dimension with a central girder-column line. The floor joists are built into wall pockets along the long walls.
In this day and age there is a supplier and specification for everything, so I would like to spec something known before just calling out a bar with fasteners...maybe I am overengineering this point and it is just a simple bar!
Just for clarity, the building is a 100 year old two story (15' each story) with 12" thick URM exterior walls. The building is 120' long x 34' wide. A rough cut lumber floor and roof system spans the short dimension with a central girder-column line. The floor joists are built into wall pockets along the long walls.