Eric C.
Civil/Environmental
- Feb 24, 2020
- 57
I am working on a project where I am to design and develop a plan to renovate/repair/rebuild the structure of a 100% burned out commercial building. Client is a GC(first bad sign). This building is approximately 24'x60', exterior walls are unreinforced/ungrouted CMU(~20' tall), basement and one floor, backfilled 7'-9' on two sides. All that remains are the exterior CMU walls and the basement slab.
Right away my concern was the structural integrity of the CMU walls, any damage done by the heat to which they were exposed, the level of backfill and the lack of any reinforcing or grouting. I advised my client of my concerns and I also informed them that the forensic analysis and design of structural masonry was not in my tool bag and that I would need to retain the services of someone capable in this area to do an inspection, analysis and a remedial plan if needed. My client agrees to this. Additionally, my reading and understanding of the IEBC 2018 is that an analysis of the lateral load bearing system, exterior CMU walls, is needed to determine whether or not the current code requirements are met. Two birds with one stone, so to speak. So, I contacted an engineer whom I trust, received a proposal and passed it to my client for approval before proceeding.
This is where the fun begins. All of the sudden there is NO money for this masonry analysis and even LESS time. Client is demanding that I "stamp some drawings" so that they can submit for the building permit and get going on construction. Even going as far as telling me to omit any reference or drawing notes concerning the masonry and just wait and see if the Codes Dept. catches it. I'm not buying in to this. My position is that I'm not going to "stamp some drawings" as long as I have not satisfied myself that the structural integrity of the building is intact or until another engineer with masonry expertise can provide me with a plan to make the structure sound(if needed). I'm ready to tell some folks to go pound sand.
I know the answer to this...Surely I'm not being as unreasonable as I'm told??
What have I left out of my story? I've been in the practice of engineering for many years, out of school for many more. Maybe my tolerance for shenanigans has reached an end.
Right away my concern was the structural integrity of the CMU walls, any damage done by the heat to which they were exposed, the level of backfill and the lack of any reinforcing or grouting. I advised my client of my concerns and I also informed them that the forensic analysis and design of structural masonry was not in my tool bag and that I would need to retain the services of someone capable in this area to do an inspection, analysis and a remedial plan if needed. My client agrees to this. Additionally, my reading and understanding of the IEBC 2018 is that an analysis of the lateral load bearing system, exterior CMU walls, is needed to determine whether or not the current code requirements are met. Two birds with one stone, so to speak. So, I contacted an engineer whom I trust, received a proposal and passed it to my client for approval before proceeding.
This is where the fun begins. All of the sudden there is NO money for this masonry analysis and even LESS time. Client is demanding that I "stamp some drawings" so that they can submit for the building permit and get going on construction. Even going as far as telling me to omit any reference or drawing notes concerning the masonry and just wait and see if the Codes Dept. catches it. I'm not buying in to this. My position is that I'm not going to "stamp some drawings" as long as I have not satisfied myself that the structural integrity of the building is intact or until another engineer with masonry expertise can provide me with a plan to make the structure sound(if needed). I'm ready to tell some folks to go pound sand.
I know the answer to this...Surely I'm not being as unreasonable as I'm told??
What have I left out of my story? I've been in the practice of engineering for many years, out of school for many more. Maybe my tolerance for shenanigans has reached an end.