Tim_C Posted 16 hours ago Posted 16 hours ago Hi everyone - I'm Tim Β Newbie selfbuilder here, in the early stages of planning our self-build project in South Wales (But currently living in Bristol). Looking to build a family home to passive house principles, and avoid any Grand-designs style crises during the process! Β Excited to be part of this forum, which is a great source of info! I look forward to picking your collective brain more as we make our design choices and progress with the project.Β 2
Dreadnaught Posted 12 hours ago Posted 12 hours ago Welcome. @NickfromwalesΒ comes from down the coast in Wales. 1 1
Nickfromwales Posted 12 hours ago Posted 12 hours ago 4 hours ago, Tim_C said: Hi everyone - I'm Tim Β Newbie selfbuilder here, in the early stages of planning our self-build project in South Wales (But currently living in Bristol). Looking to build a family home to passive house principles, and avoid any Grand-designs style crises during the process! Β Excited to be part of this forum, which is a great source of info! I look forward to picking your collective brain more as we make our design choices and progress with the project.Β Hi and welcome. Β Glad you're not looking to bother with the PH cape and matching slippers, as you probably need to live 1.5x to get all that extra bother and cost back. Β Timberframe or ICF or other in mind?Β 1
Tim_C Posted 11 hours ago Author Posted 11 hours ago 54 minutes ago, Nickfromwales said: Hi and welcome. Β Glad you're not looking to bother with the PH cape and matching slippers, as you probably need to live 1.5x to get all that extra bother and cost back. Β Timberframe or ICF or other in mind?Β Β Thanks for the Welcome! Β Potentially both Timberframe and ICF. Β The plot is sloping, so needs a lower ground floor which dug into the hilside and partially below ground level. Working assumption at the moment is a raft foundation, tanked ICF lower ground floor then timber frame 1st/2nd floor. Definitely would be interested to hear if anyone on the forum has experience of this, given it's less common.Β Β Β Β Β Β
Nickfromwales Posted 11 hours ago Posted 11 hours ago 5 minutes ago, Tim_C said: Β Thanks for the Welcome! Β Potentially both Timberframe and ICF. Β The plot is sloping, so needs a lower ground floor which dug into the hillside and partially below ground level. Working assumption at the moment is a raft foundation, tanked ICF lower ground floor then timber frame 1st/2nd floor. Definitely would be interested to hear if anyone on the forum has experience of this, given it's less common.Β Β Quite a few on here have done basements by a 3rd party, and then plonked a TF atop, as most TF companies won't touch a basement (or anything sub / semi-subterranean) with a shitty stick. Β May be a lot simpler for you to go with ICF all the way, but with timber for posi joists / internal walls etc. One point of contact for responsibility / coordination / liability, reducing risk massively (and avoiding errors and the blame game).
saveasteading Posted 1 hour ago Posted 1 hour ago I've done a few buildings ( schools and factories) on steep slopes. My principle has been to build a platform at the higher level, then a conventional framed building on top. That keeps it simple and vastly more economical. No basement as you get into a different level of complexity and risk.( digging into the ground, waterproofing, stability, access) So that is conventional strip footings ans walls up to level . Then beam and block or precast planks make the surface. You are then out of the ground and on a solid surface. Β With a raft you have a big hole to dig then work in. If the slope is steep there is potential differential movement of the ground. Β If the slope is extreme then you can perhaps have a natural extra storey or part of one. Β Worth mentioning perhaps that in a couple of those jobs the original designers had assumed the dig and raft technique or retaining walls and mass fill to make a platform.Β I met one during negotiation and discussedΒ the principles, and he was simply surprised at the cost difference, not being a contractor. Β Beam and block then a conventional kit above is my suggestion.
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