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Everything posted by markc
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On top of the ground screw you attach a L or U shaped bracket/saddle, these allow you to fix horizontally through the sub frame (or into perimeter frame of a smallish sips floor panel.
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Good morning and welcome, no such thing as a silly question. Depending on size, a sips structure will generally need a subframe that would be attached to the ground screws, the panels would then go on top of the sub frame.
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You are on good terms with your neighbour but don’t want them driving into ‘your’ lay-by? I really can’t see what the problem is here
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Water trapped between concrete pipe section and wall
markc replied to vagrantly3893's topic in Landscaping, Decking & Patios
In that case, remove the rings, dig a big hole and throw the broken rings and any stones, bricks etc in as a soak away -
Water trapped between concrete pipe section and wall
markc replied to vagrantly3893's topic in Landscaping, Decking & Patios
No need to dig up the drive, I’m sure the downpipe used to go into a gulley on the end of the drain, remove the rings as above and get the water going into the drain again, -
Grease should not mark varnish, are you sure it’s not coming out of the timber and now trapped under the finish
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Nope, at very shallow rafter pitch a birdsmouth would do nothing except weaken the timber.
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Blocking up extract fan vents for MVHR retrofit
markc replied to Novice Becky's topic in Bricklaying, Blockwork & Mortar
Hi @Novice Becky for the inside use brick or block piece/s and mortar - like the outside but no need to make it look good, then just finish to required level with plaster- 9 replies
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- extractor fan ventilation
- airtightness
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(and 1 more)
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Getting more common. You don’t need a big commercial drive through unit, there are small ones, basically a catch tank to collect the sludge, pressure washer and you do the cleaning manually. I don’t know who hires the small ones but a couple of local sites have dug a big hole, dropped a skip in and have some heavy duty ramps over the top.
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If you are talking about the square indentation, it looks like a mark left by a jackleg for a loader crane or tele handler possibly.
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Hi and welcome
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Garden wall is failing - How can I save it?
markc replied to johnannik's topic in General Structural Issues
Take it down and rebuild, yes you could underpin it but the cost and risk (to the people doing the work and surroundings if it fell over) make it not worth the effort. -
Looking for foundations detail and cost reduction advice - detached garage
markc replied to Pabbles's topic in Foundations
200mm seems way over the top for a workshop slab, at work our yard and workshop slabs are 150mm with 1 layer of mesh and we often have 20t point loads. Nothing wrong with thicker at strategic locations, like under lifts or presses etc. -
Am I in the right neighbourhood with these RSJ profile dimensions?
markc replied to DRM's topic in RSJs, Lintels & Steelwork
Is this a self build home or a design project? When designing a home it’s al about the rooms, spaces, light, livability etc. not the structure detail. -
Am I in the right neighbourhood with these RSJ profile dimensions?
markc replied to DRM's topic in RSJs, Lintels & Steelwork
SE first, wind loads, live loads, connections, torsional loads have more effect than the mass of a structure -
Assuming it is 4.5m long with the room pitch being the 1+ metres then 4x2 is more than sufficient for rafters.
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I would say the dropped area was a hearth stone
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Is it ideal? No. Is it something to worry about? No. Traddies will have seen much worse and it’s been like that for years. Stop worrying, learn from it and carry on.
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Does anyone know a Balustrade supplier with this type of fixing?
markc replied to Mikey's topic in Timber Frame
If you are wanting or needing someone to sign off on something then calcs are needed (or proof load tests). Likewise if you are pushing the boundaries of material compressive and tensile strengths then calcs are a must. Overengineering a small simple structure like a stair is much easier and straightforward, if it looks and feels right then it usually is. -
1st floor extension - SIPs vs builder
markc replied to Adam_R's topic in House Extensions & Conservatories
The roof should be supported by the outer walls, rare to find a house of that age that doesn’t have solid internals around stairs etc. as to the sips or builder, I’m guessing you mean sips or brick/block for the extension walls as sips panels would still require a lot of traditional builder work. in your case, as an extension requiring tying into the existing it will be much easier and cheaper to stick to traditional building methods … I.e brick and block. -
Permanent formwork isn’t new but the above arrangement seems like a lot of work in joinery, gap/hole sealing and back propping. Beam and block is fast and easy
