New build small size high isolation project
Posted: Sun, 2019-Oct-13, 18:45
Hi All,
I'm so glad I've got on this boat.
I'm building a new building the constraints of which are:
Final height and size - 2.6m high from surrounding ground level, size is 6m x 7m.
Trees nearby, soil type is high fines, Plasticity index 13% which is low, but there is clay below the test depth (we discovered). Some drainage pipes nearby but our load is not affecting that.
The building needs to incorporate sufficient storage for my tools (builder) and offer a suitable environment for recording, writing, practice and probably dancing if the aforementioned are successful (compact variety).
It is located at the bottom of my garden which belongs to the house I part own with my wife and her parents (4 way mortgage - a bold move but I like to think it is the best for all). We've spent the last year and a bit building a large extension and renovating the house to accommodate our separation, growing family and future material comfort (within reason).
My initial design was a combination of my existing acoustic knowledge (minimal) and a small degree of research into room shape etc. The John Sayers forum was the gateway to finding out my ignorance and at the same time, the correct way to approach the design phase.
With help from Stuart in particular I've started as on track as I can.
The building is set into the ground to enable a decent ceiling height and a good isolation design. It also mitigates the concern with trees having an influence on the water content of the soil supporting the structure, good all round apart from on the pocket. I haven't actually worked it out yet but the soil removal alone was around £5k Concrete was around £3.5k Labour was around £2k Plant hire about £600.
Here are some sketch up images of the basic isolation design followed by some construction pictures. I'm working on it full time-ish 4 days a week. We've (Me and me mate...a labourer comes when he comes...sometimes) just finished the 6th week of the job.
Outer wall sits on Strip footing...depth varied from 2.1m to 1.6m
Inner room sits on reinforced raft slab at 1.6m deep
Foundations are separated by clay heave board which is low density 50mm EPS (polystyrene)
The raft has an immense amount of steel reinforcement! half a ton.
The outer wall below ground is a 100mm dense block, 100mm cavity filled with concrete and 100mm dense block wall. Above ground it is a 215mm wide dense block wall (blocks laid flat). The outer roof is Block and beam 255 beams to span the ~6m with dense blocks infilled, grouted, then ~50mm concrete atop to seal and strengthen and of course add mass. Small parapet wall to match extension. Insulation (PIR) on top of flat roof concrete after Vapour membrane of course : ), concrete/screed on top. Liquid rubber roof 'Kemper system'.
Inner room is 215mm dense block wall, similar roof/ceiling design but no parapet, so concrete.
Cavity between leaves was planned to be 150mm but due to building troubles with trench collapse ect the strip footing has wobbled it's way into the raft space. We'll have over 200mm cavity on the 3 tightest walls. Ceiling to roof cavity is around 290mm. Cavities planned to be filled with Rockwool mineral wool.
I want to be able to play drums at midnight and someone walking down the lane, not be able to tell it's live/coming from a nearby room.
Ambient C weighted SPL has been measure at between 40 and 45db.
Intended Isolation target 70db...ambitious. The weakest parts have been identified as:
Build attention to detail not to connect the two leaves with accidental mortar management.
The two doors matching the isolation of the rooms leaves.
The HVAC silencers matching the isolation requirement.
The weather has been challenging, hence the need for a canopy. The unforseen swimming pool was from an old drainage pipe which is connected to the 1.3m diameter storm drain which runs down our lane and is connected to the nearby river...which should have a one was valve shutting at high tide...it doesn't. At the last spring tide we enjoyed flooding of the construction, luckily each time it happened the mortar had set up enough not to be washed away!
I'm so glad I've got on this boat.
I'm building a new building the constraints of which are:
Final height and size - 2.6m high from surrounding ground level, size is 6m x 7m.
Trees nearby, soil type is high fines, Plasticity index 13% which is low, but there is clay below the test depth (we discovered). Some drainage pipes nearby but our load is not affecting that.
The building needs to incorporate sufficient storage for my tools (builder) and offer a suitable environment for recording, writing, practice and probably dancing if the aforementioned are successful (compact variety).
It is located at the bottom of my garden which belongs to the house I part own with my wife and her parents (4 way mortgage - a bold move but I like to think it is the best for all). We've spent the last year and a bit building a large extension and renovating the house to accommodate our separation, growing family and future material comfort (within reason).
My initial design was a combination of my existing acoustic knowledge (minimal) and a small degree of research into room shape etc. The John Sayers forum was the gateway to finding out my ignorance and at the same time, the correct way to approach the design phase.
With help from Stuart in particular I've started as on track as I can.
The building is set into the ground to enable a decent ceiling height and a good isolation design. It also mitigates the concern with trees having an influence on the water content of the soil supporting the structure, good all round apart from on the pocket. I haven't actually worked it out yet but the soil removal alone was around £5k Concrete was around £3.5k Labour was around £2k Plant hire about £600.
Here are some sketch up images of the basic isolation design followed by some construction pictures. I'm working on it full time-ish 4 days a week. We've (Me and me mate...a labourer comes when he comes...sometimes) just finished the 6th week of the job.
Outer wall sits on Strip footing...depth varied from 2.1m to 1.6m
Inner room sits on reinforced raft slab at 1.6m deep
Foundations are separated by clay heave board which is low density 50mm EPS (polystyrene)
The raft has an immense amount of steel reinforcement! half a ton.
The outer wall below ground is a 100mm dense block, 100mm cavity filled with concrete and 100mm dense block wall. Above ground it is a 215mm wide dense block wall (blocks laid flat). The outer roof is Block and beam 255 beams to span the ~6m with dense blocks infilled, grouted, then ~50mm concrete atop to seal and strengthen and of course add mass. Small parapet wall to match extension. Insulation (PIR) on top of flat roof concrete after Vapour membrane of course : ), concrete/screed on top. Liquid rubber roof 'Kemper system'.
Inner room is 215mm dense block wall, similar roof/ceiling design but no parapet, so concrete.
Cavity between leaves was planned to be 150mm but due to building troubles with trench collapse ect the strip footing has wobbled it's way into the raft space. We'll have over 200mm cavity on the 3 tightest walls. Ceiling to roof cavity is around 290mm. Cavities planned to be filled with Rockwool mineral wool.
I want to be able to play drums at midnight and someone walking down the lane, not be able to tell it's live/coming from a nearby room.
Ambient C weighted SPL has been measure at between 40 and 45db.
Intended Isolation target 70db...ambitious. The weakest parts have been identified as:
Build attention to detail not to connect the two leaves with accidental mortar management.
The two doors matching the isolation of the rooms leaves.
The HVAC silencers matching the isolation requirement.
The weather has been challenging, hence the need for a canopy. The unforseen swimming pool was from an old drainage pipe which is connected to the 1.3m diameter storm drain which runs down our lane and is connected to the nearby river...which should have a one was valve shutting at high tide...it doesn't. At the last spring tide we enjoyed flooding of the construction, luckily each time it happened the mortar had set up enough not to be washed away!