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Dowelling a URM infill

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I am retrofiting a building in Santa Ana that contains an infill 10'x10' 
roughly. We did a pachometer study on the infill and was unable to find steel 
reinforcing or dowels from the infill to the surrounding URM wall.
Can anyone offer me a detail or suggestion for retrofiting dowels into the 
collar joints to prevent the infill from popping out?

Dennis S. Wish PE