My company deals with honey do list and home repairs. You should give me a call. I’ll send someone to do a free estimate in LBI see today we did get some drywall damage. Put it on the list of honey dos
My company deals with honey do list and home repairs. You should give me a call. I’ll send someone to do a free estimate in LBI see today we did get some drywall damage. Put it on the list of honey dos
That's very considerate.My company deals with honey do list and home repairs. You should give me a call. I’ll send someone to do a free estimate in LB
Meh win win. I figured since the army thing is on hold for a few months while I get everything together. I might as well get the business exploding to take care of my guys when I leave.That's very considerate.
I'll let you know. It's pretty minor.
Its the weekend and i feel like im in Church and nothing exciting is going on but some boring Motorcycle is driving by....Happy 4th Guys and Gals anyone doing anything exciting!!!!
I hope your building doesn't have any major problems. I worked on some jobs down in Long Beach that had major deficiencies that were kind of plastered over in the end.That's very considerate.
I'll let you know. It's pretty minor.
I just finished a whole year of excitement. We did a major remodel on our house, and it is essentially complete except to install the last aquarium.Happy 4th Guys and Gals anyone doing anything exciting!!!!
You preaching to the choir. As an ex superintendent I have headed 5 PT projects. 3 were high rise. The deck deflection is common and needs to be considered for the window wall or curtain wall design. It's not so much the concrete design or installation that is the problem. Engineers will claim only slight deflection. The poor general contractor needs to get the building loaded with materials and built in a short time.I hope your building doesn't have any major problems. I worked on some jobs down in Long Beach that had major deficiencies that were kind of plastered over in the end.
One job had post-tension slabs, which means that there were tensioned cables inside the concrete floors. Unfortunately such jobs are extremely critical in the construction phase if the design calculations are going to work out. If you do it right you can save a lot on material, but if you do it wrong you wind up with a limp structure.
On this one its sagged right over the sliding doors on every balcony in the building. The sagging took some time to develop fully, and thus they had a number of doors installed before they realized that they were all going to get too tight.
They ended up having to rework a lot of aluminum in order to get the doors to work properly.
That when I said that these slabs sagged, what I really mean is that they curled down. . . not due to gravity forces but due to the fact that there was an offset in the tension cables and it pulled the slab crooked.
I remember when they were setting the penthouse wall panels they drilled into some of the cables on the roof slab. They called my office asking what to do about it.
There really is no practical way to do anything about it if the building is up. Fortunately the roof slab is lightly loaded all the time because there's no snow in Long Beach.