- Joined
- 30 Sep 2018
- Messages
- 15
- Reaction score
- 0
- Country
Hi Everyone,
Wasn't sure whether this should go into plumbing or building but as it's the plumber that has to do tank replacements, I thought I'd put it in here.
Our loft tank has stretched to the point where it's a couple of inches wider than its lid and while I have plumbed in copper and plastic during a spell in the the water industry, I'm less sure of the platforms the tanks sit on.
The original tank was a round, 50 Gallon that must have been loaded in through the roof before it was fitted as it sure as hell won't go through the loft hatch. Being a 90's build, it has a trussed roof and after making a cardboard model of a 50 gallon coffin tank, it's obvious that it will fit through the hatch, but won't reach the platform so two 25 gallon square tanks with link pipes is the practical option.
While I've been up surveying the situation, I've had a good look at the platform the tank sits on. There are two 4x4" beams that span the house, which I'm assuming are load bearing. Across them, are two 6x2" beams one near the wall that divides the house from it's neighbour, and the other about 3 feet out. Between those two beams are 3 3x2's, upon which sits an inch thick platform that supports the tank.
The thing that puzzles me is that the two six inch beams that are sat on the load bearing spars are on edge, and appear to be held in place by a single six inch nail at each point where they sit on the 4x4's. Is this normal? I'm assuming that the idea is that the weight of the water, about 230kg applied across the platform, keeps the beams underneath it in place but 4 six inch nails holding the whole plot in place doesn't seem enough somehow. As the old tank used to sit centrally over the centre 3x2 and the new tanks are going to be spread across the entire width of the platform, I can push a couple of extra beams under to provide better support but is it worth chocking up the beams? They've been there since the house was built with the old tank on and they were fine them but while I have the tanks out, it'd be a good time to add some bracing if required.
Hastily sketched diagram attached.
Any advice/words of wisdom, gratefully accepted.
Wasn't sure whether this should go into plumbing or building but as it's the plumber that has to do tank replacements, I thought I'd put it in here.
Our loft tank has stretched to the point where it's a couple of inches wider than its lid and while I have plumbed in copper and plastic during a spell in the the water industry, I'm less sure of the platforms the tanks sit on.
The original tank was a round, 50 Gallon that must have been loaded in through the roof before it was fitted as it sure as hell won't go through the loft hatch. Being a 90's build, it has a trussed roof and after making a cardboard model of a 50 gallon coffin tank, it's obvious that it will fit through the hatch, but won't reach the platform so two 25 gallon square tanks with link pipes is the practical option.
While I've been up surveying the situation, I've had a good look at the platform the tank sits on. There are two 4x4" beams that span the house, which I'm assuming are load bearing. Across them, are two 6x2" beams one near the wall that divides the house from it's neighbour, and the other about 3 feet out. Between those two beams are 3 3x2's, upon which sits an inch thick platform that supports the tank.
The thing that puzzles me is that the two six inch beams that are sat on the load bearing spars are on edge, and appear to be held in place by a single six inch nail at each point where they sit on the 4x4's. Is this normal? I'm assuming that the idea is that the weight of the water, about 230kg applied across the platform, keeps the beams underneath it in place but 4 six inch nails holding the whole plot in place doesn't seem enough somehow. As the old tank used to sit centrally over the centre 3x2 and the new tanks are going to be spread across the entire width of the platform, I can push a couple of extra beams under to provide better support but is it worth chocking up the beams? They've been there since the house was built with the old tank on and they were fine them but while I have the tanks out, it'd be a good time to add some bracing if required.
Hastily sketched diagram attached.
Any advice/words of wisdom, gratefully accepted.