EngineeringEric
Structural
- Jun 19, 2013
- 834
A client (friend of a coworker) walked in and wanted us to analyze a proposed deck that the county rejected. The deck is not typical. Carbon Steel W10 beams, Stainless Steel Columns, Cold Formed Steel Joists, concrete-gyp panel decking, heavy finish tile... all on a steel slope and up to 10' tall on a hillside. Oh and the deck is supporting a suspend spa and 6' deep swimming pool!.
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Now the issue: The county only rejected his plans because he didn't have steel calcs. He wanted only steel beam clacs. We moaned and said that this deck requires a lot of Engineering. Since he was a friend (!!!!) we decided to analyze the beams and write a report stating we only looked at the beams, nothing else. We noted in the sealed letter that we did not evaluate the structures's connections, lateral, footing sizes, slope stability, steel interaction, the deck, the joists, all these things are of concern. We wrote the owner multiple times stating what is wrong and that it needs to be engineered and that an engineer should analyze it. He has some overloaded 4'x4' with a column located 8" from the corner, and so many problems.
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He took our letter and submitted it. The county approved it with no questions.
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I want to contact the county but my boss feels we are safe from our letter stipulating everything we didn't look at. What do you all have to say? Are we correct that it is out of our hands? Is is appropriate to notify the county from my personal email to remove my company?
-
Now the issue: The county only rejected his plans because he didn't have steel calcs. He wanted only steel beam clacs. We moaned and said that this deck requires a lot of Engineering. Since he was a friend (!!!!) we decided to analyze the beams and write a report stating we only looked at the beams, nothing else. We noted in the sealed letter that we did not evaluate the structures's connections, lateral, footing sizes, slope stability, steel interaction, the deck, the joists, all these things are of concern. We wrote the owner multiple times stating what is wrong and that it needs to be engineered and that an engineer should analyze it. He has some overloaded 4'x4' with a column located 8" from the corner, and so many problems.
-
He took our letter and submitted it. The county approved it with no questions.
-
I want to contact the county but my boss feels we are safe from our letter stipulating everything we didn't look at. What do you all have to say? Are we correct that it is out of our hands? Is is appropriate to notify the county from my personal email to remove my company?