I have a project with CFS shear walls and the contractor missed the location of some of the cast in place anchor bolts. The shear wall rests on a 8" stem wall that is 32" tall and bears on a 20" thick wall footing. The contractor has asked if they can install the holdown anchor with a threaded rod and epoxy, based on the loading the stem wall is too thin for the anchor rods and I am getting a failure via concrete break-out.
If they are able to extend the anchor rod 6" into the footing then I will have a wide enough concrete area for the shear wall forces to be resolved.
My main question is, how deep can the epoxy be installed. They will need to drill a 38" deep hole, will they be able to properly clean the hole to achieve the strength from the epoxy?
Any help on this would be greatly appreciated.
Hi Kaden,
Per ACI 318-19 Chapter 17, the maximum embedment of an adhesive anchor is 20*d (20 times the diameter of the threaded rod). You can find additional recommendations on embedding deeper with threaded rod using HIT-RE 500 V3 here.
Regards,
Ashley
Hi Jesse,
For questions related to feasibility of installation, please give us a call at 877-749-6337 to be put in contact with our Product Support Team.
Regards,
Matthew