So I work for a local university as an HVAC tech and I also handle all the pipefitting and other work along those lines. As such I hold certs for both 6G pipe and D1.1 for structural work. Unfortunately as construction projects seem to go, management has a tendency to let the tile, carpet, paint get ahead of the mechanical systems. For example, the mechanical contractor was trying to solder 4" copper pipe with a hand held mapp torch, and insists that he is absorbing the extra 10k of cost to do the piping with copper instead of black pipe/vic fittings because it will do a better job....
Now to the point of my post.... They had to saw cut out holes in the floor of the penthouse mechanical room for new ductwork, no big deal.. They brought in a "Commercial" steel company to install reinforcements for the openings. From the looks of their trucks they looked good, newer equipment, long leads for the welder and torches. But when I went into the job they were using a brand new HD Special Lincoln AC buzzbox and what appeared to be 7014.... Now I own a Maxstar 150 for work in buildings on my own, and a Maxstar 200 in the shop for all my field work(thank the inventor for autolink
) And I always use 7018 for anything structural.
I've never used 7014, and I have not had a chance to get a close look at their welds, but I know they were not even chipping them as they moved on. Pics to come tomorrow... Whats the opinion of the group here as to the quality of the job, and is 7014 even acceptable for structural work??

Now to the point of my post.... They had to saw cut out holes in the floor of the penthouse mechanical room for new ductwork, no big deal.. They brought in a "Commercial" steel company to install reinforcements for the openings. From the looks of their trucks they looked good, newer equipment, long leads for the welder and torches. But when I went into the job they were using a brand new HD Special Lincoln AC buzzbox and what appeared to be 7014.... Now I own a Maxstar 150 for work in buildings on my own, and a Maxstar 200 in the shop for all my field work(thank the inventor for autolink

I've never used 7014, and I have not had a chance to get a close look at their welds, but I know they were not even chipping them as they moved on. Pics to come tomorrow... Whats the opinion of the group here as to the quality of the job, and is 7014 even acceptable for structural work??
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