Hello!
I am in the early/mid stages of converting an integrated garage to a liveable room.
The construction of the garage is standard brick/block cavity wall, so far the garage door has been removed and bricked up leaving space for a window and the side access has been completely bricked up, in both cases only the outer leaf of bricks has been constructed. I've also cut an internal door.
Next jobs are to add timber joists to raise the floor and infill the inner leaf in studwork.
I had building regs out just before Christmas to inspect after all the structural work was done, they were happy and the guy offered to sanity check my plan for the next stages. I emailed and chased but I have yet to hear back from him, as really want to get on I am hoping you good folk will give it a look over for me?
For the in-fills where a single leaf of brick has been constructed, I am thinking 100mm x 50mm studwork with 100mm PIR between the studs. The front side of the insulation would be completed with foil tape over the studs to complete the vapour barrier and then covered with 12.5mm plasterboard.
The gap between the back of new brickwork and the internal face of the blockwork is around 160mm, so this would leave a 60mm cavity. Am I right in thinking that I won't need any sort of DPM plastic behind the entirety of the studwork? The studs will be fixed to the internal blockwork, so I don't see that I should need DPM between the studs and where they fix to the blocks either?
For the floor I am planning joists of 150 x 47 C24 treated timber. If I understand things, the dead load should be less than 0.25KN/m2 given the floor will not be supporting any of the building fabric above and therefore it seems this should be suitable at even 600mm centres. The width of the room is 2750mm and will be used as a study/spare bedroom and downstairs loo? Does this grade of timber seem right for the application? I don't want a bouncy floor. I was thinking 2 rows of noggins to more evenly spread any load.
The next joist size up at my local timber merchant is 200 x 47 C16 but there are some internal concrete steps starting at about 160mm down from floor height (where the side access was) that I was hoping to not need to remove, they would block at least one of the joists. They also come in lengths less divisible by the room width.
Joist would be hung by joist hangers off wall plates the same size as the joists, connected to the wall using M10 concrete bolts. Floor insulation will also be 100mm PIR between the joists.
Any help appreciated, thanks in advance.
I am in the early/mid stages of converting an integrated garage to a liveable room.
The construction of the garage is standard brick/block cavity wall, so far the garage door has been removed and bricked up leaving space for a window and the side access has been completely bricked up, in both cases only the outer leaf of bricks has been constructed. I've also cut an internal door.
Next jobs are to add timber joists to raise the floor and infill the inner leaf in studwork.
I had building regs out just before Christmas to inspect after all the structural work was done, they were happy and the guy offered to sanity check my plan for the next stages. I emailed and chased but I have yet to hear back from him, as really want to get on I am hoping you good folk will give it a look over for me?
For the in-fills where a single leaf of brick has been constructed, I am thinking 100mm x 50mm studwork with 100mm PIR between the studs. The front side of the insulation would be completed with foil tape over the studs to complete the vapour barrier and then covered with 12.5mm plasterboard.
The gap between the back of new brickwork and the internal face of the blockwork is around 160mm, so this would leave a 60mm cavity. Am I right in thinking that I won't need any sort of DPM plastic behind the entirety of the studwork? The studs will be fixed to the internal blockwork, so I don't see that I should need DPM between the studs and where they fix to the blocks either?
For the floor I am planning joists of 150 x 47 C24 treated timber. If I understand things, the dead load should be less than 0.25KN/m2 given the floor will not be supporting any of the building fabric above and therefore it seems this should be suitable at even 600mm centres. The width of the room is 2750mm and will be used as a study/spare bedroom and downstairs loo? Does this grade of timber seem right for the application? I don't want a bouncy floor. I was thinking 2 rows of noggins to more evenly spread any load.
The next joist size up at my local timber merchant is 200 x 47 C16 but there are some internal concrete steps starting at about 160mm down from floor height (where the side access was) that I was hoping to not need to remove, they would block at least one of the joists. They also come in lengths less divisible by the room width.
Joist would be hung by joist hangers off wall plates the same size as the joists, connected to the wall using M10 concrete bolts. Floor insulation will also be 100mm PIR between the joists.
Any help appreciated, thanks in advance.