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BurstPipe

Good afternoon all,

I have commenced an extension to my house and as part of this includes the main bathroom.
The proposed floor construction make up is 150mm type 1, DPM, 150mm concrete, 150mm Insulation, and 70mm Screed.

I plan to have all the subfloor pipework popups in-situ prior to pouring the concrete slab.

However, I have a few questions which I would be grateful for some advice:

1. What level should I run the sub floor pipework at? Within the type1 layer for the WC, sink, shower & bath? Surrounding the pipework in pea gravel.

2. Should I install 110mm underground pop ups to all fixtures & common them below ground to a main 110mm line? I had then just planned to install adaptors within the installation layer for the sink, bath & shower popups proposed to use 50mm for each.

The common 110mm would just go through foundations blockwork walls before discharging into a new external inspection chamber.

I plan to install a vent pipe upstream of this manhole to ensure the drain is ventilated.

Thanks in advance,
 
Here is the plan layout as approved by BC although my wife is considering shuffling the fixtures about a tad:
 

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Main thing get right is your toilet drain. That needs to go in before any build up. The wastes, hot and cold, can be run in the insulation layer.
 
Main thing get right is your toilet drain. That needs to go in before any build up. The wastes, hot and cold, can be run in the insulation layer.

Thanks chalked.

Is there a standard dimension to the centreline of the WC popup off the finished wall?
 
I've seen online that this is typically 12" in the US just wasn't sure if UK had typical standard? Or is this toilet specific?
 
This is what I sketched up yesterday when trying to plan the subfloor pipework based on wife's preferred fixture layout...any advice / comments appreciated..

3eb879387159c29f110b331daafe0959.jpg
 
you seem to be adding vents all over, you may wish to take advice from a professional on site and adopt the standards we tend to use now, ie 4 inch soil stack vented at one end with the wastes following into the main stack. if you use an architect their plans should have the basics right but use a good plumber who has done his training and time to ensure the regs are being followed for the best results, to avoid simple errors that you will have to live with thereafter. After all, you have no recourse against a forum, but you do against your contractor if he plans the system for you.
 
Hi lame, the problem I have is the sub floor pipework as I have drawn will not achieve greater than 450mm from invert of soil stack to invert of sub floor pipework as per Building regs. This is the reason I considered combining all connections and discharging these into an IC. I then planned to install a vent stack at the head of the run to ventilate the main drain.
I was unsure if this would achieve adequate venting therefore I questioned the need for additional venting at the head of the combined connections.
 
Hi lame, the problem I have is the sub floor pipework as I have drawn will not achieve greater than 450mm from invert of soil stack to invert of sub floor pipework as per Building regs. This is the reason I considered combining all connections and discharging these into an IC. I then planned to install a vent stack at the head of the run to ventilate the main drain.
I was unsure if this would achieve adequate venting therefore I questioned the need for additional venting at the head of the combined connections.

best get someone on site with your architects drawings to get an answer.
 
run 110mm to all positions using 110mm to waste size at screed level, maybe fit a vent pipe in corner by toilet to be boxed in with a aav or through roof for open vent. your building control officer should be able to advise you further.
 
Thanks AWheating! My original sketch was rather 'sketchy'....so
I will resketch and repost to see if I have interpreted you correctly.
 
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