Building Work Help

[ollieollie 766]

Fox I was guessing closer to 10k lol

 

The support is about 14" wide so yes probs two together. The width of the room is 8m so I've been told that is impossible to get here so I have to do it on two sections.

 

You might go to £2000 now, difficult to cost over the web and with the country difference

Edited August 11, 2017 by ollieollie

[mushroom 14,216]

 

 

Fox I was guessing closer to 10k lol

 

The support is about 14" wide so yes probs two together. The width of the room is 8m so I've been told that is impossible to get here so I have to do it on two sections.

You might go to £2000 now, difficult to cost over the web and with the country difference

Do you think I want these monkeys doing it?

 

The job will go to someone from the UK. Haven't chosen anyone yet. So if anybody is interested in the job, knows what they are doing, with references for similar work, pm me and we can talk. This is not going to be done on the cheapest price, as opposed to the best gang who'll do the job right

[Squirrel_Basher 17,102]

10 acroprops needed ,10 needles ,4 scaff planks,. Pillar 240 notes materials ,labour 200 .Rsj 180 a piece .400 notes to fix in position, make good. Allows for you to take down blockwork .Either side bearing would beed a surveyors report and addition cost therein .

[Casso 1,264]

If its non load bearing , shutter it up add your bar and pack into what's on top ,

[mushroom 14,216]

It's carrying the wall above so it is nearing but not the whole building I'd guess around 5-6ton but that is literally a guesstimate

 

Scrap that lol it's part carrying the weight of the roof and terrace

Edited August 11, 2017 by mushroom

[Squirrel_Basher 17,102]

Not got time for it myself but i would certainly draw you up a written quote as what you csn expect to pay mate .You putting in bifold doors or new windows mate

[mushroom 14,216]

There's going to be a mezzanine mate. Hard to explain but imagine a long wide unit with a cube of space at the end. You can see the second level built in the (metal framework). We are going to take it back to create more light and have it all open plan.

Edited August 11, 2017 by mushroom

[Casso 1,264]

Whatever the hell you do with it mush. Find out why the previous wall failed , ya can't build f**k all on sand

[Squirrel_Basher 17,102]

Regardless of what its carrying above mate the steel will be the same gauge. It's done on the width ,span .They will weigh approx 190 kg each .

[mushroom 14,216]

Whatever the hell you do with it mush. Find out why the previous wall failed , ya can't build f**k all on sand

The horizontal concrete support has failed because the fuucking Spanish in the 70's were cheap, lazy b*****ds who couldn't do a proper job on a colour by numbers picture ?

Edited August 11, 2017 by mushroom

[Squirrel_Basher 17,102]

I'm confused why you need rsj at all if your just adding another floor level .Any plans mate

[mushroom 14,216]

The horizontal support one job, the mezzanine another completely separate mate

[Squirrel_Basher 17,102]

Here rsj is only needed to support clear span ,an opening . If the windows are staying put then concrete lintels are the answer ,cheap as chips here, 20 notes each tops

[mushroom 14,216]

It is a clear span. It spans just under 8 meters. The uprights are perfect, it's just the horizontal has failed.

[mushroom 14,216]

This might give you a better idea. The horizontal concrete beam just in front of the blue metal work.