I have a situation where the overall contractor routinely repairs PEMB columns following tow-motors (or other) collide Along with the columns to your extent that necessitates removal of your decrease eight' of 0. Can you reccomend core in excess of 1 hole? e.g. three holes location side by facet passing https://trevorkgwgj.bloggin-ads.com/58968345/little-known-facts-about-penetration-testing-and-risk-assessments-in-florida