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- 21 Feb 2010
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I'm planning on replacing the current HW cylinder on the 1st floor with a new one in the loft so that we still have a decent HW store, and building a platform about 1200mm above the loft floor to raise the current CW cistern and place the HW below it.
I'm OK with the plumbing and electrical side of this, but am less sure what size and arrangement of timbers would be needed to prevent the embarassment of about a half-tonne of wood and water coming through the ceiling .
The general plan is to spread the load on three parallel 4x2" bearers over the house's centre wall plus 6 joists on each side of that wall (so 12 joists in total) to make a base platform. Rising form this a frame of supporting vertical timbers with a further platform on top.
Initial thinking for the sides is to use 1200mm 4x2" lengths on end cross-braced with single length of 6x1" on each diagonal (so two lengths per side) and held together with M8 coach bolts and timber connectors, then 3x2" around the top edges to take the upper platform (possibly hang a third length across the centre using mini-hangers).
Does anyone knbow if that is a typical spec for making up this type of frame, or what is standard?
I've thought about taking the verticals up to the roof rafters, not so much to provide any direct load bearing but to help prevent any move away from the vertical. Any merit in doing that?
TIA
I'm OK with the plumbing and electrical side of this, but am less sure what size and arrangement of timbers would be needed to prevent the embarassment of about a half-tonne of wood and water coming through the ceiling .
The general plan is to spread the load on three parallel 4x2" bearers over the house's centre wall plus 6 joists on each side of that wall (so 12 joists in total) to make a base platform. Rising form this a frame of supporting vertical timbers with a further platform on top.
Initial thinking for the sides is to use 1200mm 4x2" lengths on end cross-braced with single length of 6x1" on each diagonal (so two lengths per side) and held together with M8 coach bolts and timber connectors, then 3x2" around the top edges to take the upper platform (possibly hang a third length across the centre using mini-hangers).
Does anyone knbow if that is a typical spec for making up this type of frame, or what is standard?
I've thought about taking the verticals up to the roof rafters, not so much to provide any direct load bearing but to help prevent any move away from the vertical. Any merit in doing that?
TIA