Cancelled extension work

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About 18 months ago, we started the application process for a first floor extension. This extends both the front bedrooms above an existing ground floor area with en-suite.

There was nothing complicated about the proposal and both town planning and building regulations were approved pretty swiftly.

The process of finding a builder proved to be much more of adieus task. We found a builder last July but the waiting list was quite long. Having obtained very impressive references we decided to wait until this February for the work to start, so seven months.

During this time, we sorted out our attic and we ordered some quality windows from SEH/BACs to be fitted during the building work. This is quite common as the builders would only have fitted a generic window. These were ready about 3 weeks ago to the builders approval.. so it’s all looking good.

Fast forward to end of January this year, the builder let me know that he was running about 3 weeks late and that work will start on the 18th March, which again wasn’t a problem. These things happen.

Last week, 14th March, the builder came round for a final inspection and to measure up for scaffolding when he noticed that that the plans advised to use the existing lintels above the ground floor. On closer inspection, he was 99% sure they were fine for supporting the current pitched roof but not an external wall and a new cable roof on top of that. So an amendment was made to the work that the current lintel would be removed and replaced with a larger one. The cost of the extra work was around £3,000 which again wasn’t a problem but eats into my contingency money I set aside.

That night, I had a look at the plans myself and started questioning the pillars on both the front left and right of the house which were to support the proposed Lintels. Surely these were big enough to support the extra weight? I phoned the builder the next day and he agreed that I raised a valid point which was rather a heart stopping moment as this meant the current first floor may not be insufficient to support the extension.

Both the builder and I spoke to the architect that morning who said that the structural engineer approved the weights and any bearings and were subsequently approved by the council. The structural engineer based his calculation on the figures provided by the building plans and did not make a site visit. The engineer was appointed by the architect, not I.

Looking at the plans however, there is no ground floor elevations plans, no mention of the pillars nor any sizes. So my question to the engineer was:

1. Where did you get the information to make you calculations and approval if there were no sizes quoted on the plans?
2. If there weren’t any sizes, did you not think to query the problem or at least make a site visit to confirm your calculations?

He didn’t really answer these questions only saying he didn’t need to make a site visit and that the calculations were based on the plans and were factual. I disagreed. I think it’s been based on assumption.

Remember this is all a few days before work is due to start.

On to the Saturday and the builder came round with a structure engineer for a second opinion to decide if we could proceed or not. After about an hour, both concluded that that pillar wasn’t adequate to not only take the load of the lintel but the load of an external wall and a new gable.

The engineer was bemused and disgusted that the engineer missed something so obvious, and failed to make a site visit. He was more concerned that even the council missed the oversight.

The only way forward was to rebuild the pillar and footing of the existing first floor building which would double the cost of the extension and the time to build. This was too impractical and everyone agreed.

So unfortunately, the job was cancelled. I’ve spent a fortunate on planning, re-mortgage costs, windows that I can’t now use and we have removed most of the flooring and carpets in preparation. We were all ready as you’d expect us to be on the basis this was already approved.

I’m grateful the builder spotted this sooner rather than 2 weeks into the building work. Fortunately he had a job he could bring forward but it leaves me thinking, was the structural engineer negligent? I'm going to get legal advice next week.
 
I think it sounds that way. It's certainly worth digging around it.

These people simply cannot make assumptions. It isn't just the cash, people's lives are at stake.
 
Could you imagine if the building work had been completed then some of the building collapsed under the weight? :( I have all this to come too myself once I save some money up for building work.

I don't think it would have got that far tbh. The surveyor from the council would have been called at some point and he would have disapproved or the builder would have spotted the problem sooner. It's quite an obvious flaw to those in the trade. I'm just grateful the builder in this case spotted it before hand and work hadn't started.

I think it sounds that way. It's certainly worth digging around it.

These people simply cannot make assumptions. It isn't just the cash, people's lives are at stake.

This is my thinking. The engineer can't give me a definitive answer as to the source of his data.

I'll scan in the pics later so you can see for your self.
 
I think it sounds that way. It's certainly worth digging around it.

These people simply cannot make assumptions. It isn't just the cash, people's lives are at stake.

+1

Total balls up, certainly would try to recoup the extra expenses, you paid a professional to calculate the loadings, etc & he failed full stop
He should be a member of RICS. or similar, they all have a complaint service, as should his company.
 
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Does he have professional indemnity insurance? do yo have a copy of the policy?
What contract was he working under?
What were the t&c's?
Who was he working for? you or the architect?
Who is the lead designer?
What contract were they working under? (the lead designer)

This all matters as to who you go after, is the architect a practice or a one man band?
 
Careful what you post if you are going the legal route. No idea how much info you could give away just in case it is seen etc.
 
That's appaling mate, really sorry for your troubles. Thank God it was spotted before 'major' work started, although having bough all windows and ripping carpets etc up ready is bad enough really.

Lot of stress.....You live and you learn.

I plan on buying a gut job and likely extending.....I dread to think what we will come accross!
 
Just make sure you get a reputable architect and insist that that you choose an independent structural engineer to survey the proposal first before you commence any work and make sure he makes a site visit. It's of my opinion, that the engineer selected by the architect was doing so to make easy retirement money

When I spoke to the builder, he did say that 9/10 times most things like this are normally uncovered during the work as the lintel is covered as the architect and engineer have no way of telling what existing. In this case however, he was provided original plans and the pillar and exiting lintel (over garage area) are visible.

I'm just so pleased i found a professional caring builder. I can't thank him enough because he put his client first. He could have easily have not said anything, and got more work at my cost.
 
wow, gutted for you man, would hate to be in that position myself.

as mentioned before, at least work has halted with only money lost, it could have been a lot worse if your builder was a cowboy!

hopefully, you can get something done about it!!!
 
Huddy, what is the situation at the moment, is it on stop ?. Theres a few things that dont sound "right" to me, firstly;

Last week, 14th March, the builder came round for a final inspection and to measure up for scaffolding when he noticed that that the plans advised to use the existing lintels above the ground floor. On closer inspection, he was 99% sure they were fine for supporting the current pitched roof but not an external wall and a new cable roof on top of that. So an amendment was made to the work that the current lintel would be removed and replaced with a larger one. The cost of the extra work was around £3,000 which again wasn’t a problem but eats into my contingency money I set aside.


A picture would obviously help but I am imagining a lean-too pitched roof porch supported on two brick piers with a beam/lintol supporting the wall plate of the roof ?. Now obviously this is sufficient to support the existing structure because, well it currently is supporting the structure. I dont know anyone personally that would even consider using that existing configuration though to build on top of. That however isnt my point, Its the 3K to replace it that there is something wrong with. Where has that figure come from ?.

The porch roof structure is being removed already so its only a small amount of additional demolition, its then surely a case of getting two steel columns designed and a beam to span across the two. yes steel has increased in price and there's some additional work involved in the ground for a bit of grubbing out the existing brick pier but 3K seems woefully excessive.
 
Huddy, what is the situation at the moment, is it on stop ?. Theres a few things that dont sound "right" to me, firstly;

A picture would obviously help but I am imagining a lean-too pitched roof porch supported on two brick piers with a beam/lintol supporting the wall plate of the roof ?. Now obviously this is sufficient to support the existing structure because, well it currently is supporting the structure. I dont know anyone personally that would even consider using that existing configuration though to build on top of. That however isnt my point, Its the 3K to replace it that there is something wrong with. Where has that figure come from ?.

The porch roof structure is being removed already so its only a small amount of additional demolition, its then surely a case of getting two steel columns designed and a beam to span across the two. yes steel has increased in price and there's some additional work involved in the ground for a bit of grubbing out the existing brick pier but 3K seems woefully excessive.

Does sound like they saw the opportunity for an essential variation (due to the mistake of another by the sounds of the op) and put in an optimistic price, thinking at this stage the client would just swallow it to get the project going.
 
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