Reinforcing Existing unreinforced CMU 2

[mrpid]

I have been asked to evaluate an existing structure which was originally built as unreinforced CMU. One story, 10,000 sf (non seismic). I am familiar with CMU design and can evaluate the capacity accordingly; however, I am exploring different strategies to reinforce the walls if needed (it may be acceptable as is because it is an existing structure and modifications are cosmetic, so I basically need to determine if it can resists the loads it was designed for and whether or not they intend to add any elements that would increase the loads or adversly affect the structure).

Thanks in advance for any opinions!

 

[slickdeals]

Contact FIBRWRAP. They are very approachable and will work with you to provide a solution.