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Oz07

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Everything posted by Oz07

  1. No 250 a day on day work, basically anything bitty, overhand or where scaffold can't be loaded properly and it's hand to mouth. Where the lines can go up on a 50 long brick elevation it's pricework. In other words they are having their cake and eating it too
  2. Yes labour only @MortarThePoint measured through openings. It's crazy they're coming our with over a grand a week with a bucket of tools and a few levels...
  3. My old man in Manchester @nod 250 on day work and 650 thou on brickwork. Was on for bardsleys before Xmas they went bust walked into another start pretty much straight away.
  4. Great post
  5. Any good weigh ins on the scrap? Price gone south hasn't it
  6. Your assuming he's using a small section truss. Yeh deeper fascia than rafter legs cut plumb. Sprags fixed flush with bottom of fascia back ontop of brickwork. Don't forget though with concrete tiles your fascia wants to be between 25-50 proud at top rather, around 100 mm plumb cut on rather then a 50mm overhangs below with 2" sprags
  7. Why does the overhang and pitch dictate the fascia depth?! I've got a 200mm soffit and 225mm fascia on mine with a 35 deg pitch.
  8. Probably better your way but depends of door is hinged of fixed glass panel. If it is hinged off it then probably best directly on tray as more friction.
  9. I did use some illbruck adhesive foam but it was too good. I think if anyone ever has to remove skirtings they will be taking plaster off. Just look for any bog standard stuff
  10. I roller another undercoat on the face on my own jobs. Some people here were saying they paint the bottom edge to stop it blowing but I cba with that. I use a 2nd fix pin gun and pink or grip fill but have just switched to foam instead. I think the foam is a better fixing and it's cheaper. On the arcs I use mitre bond, build them all up in one room. Then flip them over, bead of pva where they hit the frame then dobs of grippo every 12" or so. I wouldn't use ovals if I were you they will be too rough knocking in by hand.
  11. I see screwys or toolstation doing an overpaintable siliconised caulk. No idea what it's like but sounds good for something like that
  12. If she jumps over a Harris fence in her heels I'll pay up lol
  13. I've kept my latest place gates and front Windows obscured. That horrible council woman loves to pounce on a half finished home
  14. Sure it will be fine.
  15. Just been for some fittings myself
  16. Keep the dear stuff thin. 2" sounds good
  17. Easier to post this than find the thread from anonymousbosch This is sleeved in 6" pipe but should be 8" if by the book. Stuff the gap with insulation and stainless steel scouring balls
  18. Have a play with fitting but I think off the vertical i'd perhaps pop a 45deg y juntion with another 45 getting you to 90 for your connection. Then I'd take the vertical up and try to put some kind of lid on it at surface level(I know most rodding points are suited for 45deg on the surface). Then the manhole 3m away as you say. I reality if it worked before fine it will work again but would be nice to have that vertical access for if anything ever went wrong
  19. He had some good knowledge, shame
  20. Is it not that the definition of sustainability is different for planners and builders. Builders think construction terms, planners think of village/schools/employment? What happened to @Sensus
  21. Were you in a conservation area?
  22. Just getting it changed from class q to full. Any tips? Might be interesting for future reference.
  23. Membrane is taped and linked down to parge coated blockwork. Only 3 penetrations in membrane all taped around
  24. Here's my hybrid. After much procrastination I went with the membrane as opposed to OSB. created a void below trusses for services.
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