Brochure management..!

Now we're on a mission to make sure we're ahead of the game on 'client supply items', we're starting to get rid of the accumulation of brochures as we actually bite the bullet and start buying stuff!
So far we've bought the sanitaryware for the three bathrooms, external insulaton system, chosen the wood stove and heat pump, and ordered and fitted all windows and doors - all of which we separated from the main build contract to retain maximum freedom of choice. Today our fridge freezer was delivered (Liebherr A+ rated) marking the first delivery of kitchen items.
The focus now is on the overall kitchen as Debs mentioned in her last blog, with Magnet and John Lewis very much in the running and we should have costed designs from both by the end of this week.
With regard to the overall build program, the joiners we're back last Friday fitting the internal airtightness/vapour membrane and tomorrow we should have a full crew including the slaters who probably have around two weeks of work to do in order to complete the roof. That said, we have snow and gales forecast tonight which might make roofing work a little tricky in the morning!

Not quite wind and watertight after Christmas...!

On our return from Christmas with family down south it was clear that the house had taken some battering during the short festive break. The area and our exposed site had been hit by severe gales on Boxing Day, resulting in significant areas of roof and wall breather membrane being literally torn off.
This was probably no big surprise with regard to the wall, as the breather membrane is simply stapled to the Pavatherm boards which don't have much hold being a lightly compressed wood fibe board.
The roof membrane was a different matter however, this being fixed down temporarily with 3"x 2" battens nailed every couple of feet. Despite being mechanically trapped by the batten and spiked with nails, this was simply not enough to avoid being torn from beneath the battens to expose the sarking board again, by now drying out and shrinking to reveal the (intended) ventilation gaps between the butt joints. As a result, the inside of the house is soaked again!
I left a message with our joiner to let him know, who dutifully showed up a couple of hours later in the middle of his holidays to fix the damage in the dark just in time before the next downpour!

One Week On

Up on the Roof

Since last week's blog progress has been slow but steady. The roof is quite involved and various references have been made back to the timber frame manufacturer and the strucural engineer during the course of the week. To an extent it appears to be over-engineered (but I'm only a surveyor!) We employed a structural engineer to undertake much of the design as this was meant to save time with the timber frame manufacturer; I'm not sure this has been achieved and certainly the cost seems to be a good chunk higher. If we did this again we would handle this aspect differently but 'it is what it is'. The gloom of some dreich November days don't help and I'm beginning to hate the small cold caravan bathroom!!

Portal frame arrives

Late afternoon yesterday saw the arrival of the prefabricated portal frames along with the brackets and bits to put them together. These are more than a week overdue and their late arrival has meant a temporary stop on site for a few days as nothing further could be done without them beyond the ground floor panels which are now in place .
However, things moved along again today as our main builder/project manager and two joiners started to the erect this steel framework into the gound floor panels. By the end of the day two of the three frames were in place and secured.
So why a portal frame? Well, this 1.5 storey house is very open plan internally with generous internal room heights (2.7m ground floor, 3.5m kitchen/diner, 2.9m first floor) such that the upper floor ceilings follow the roof line almost to the ridge, with a small loft space around 1.5m high. With this internal design it was tricky to use a (more conventional) truss system, so the portal frame is used to provide torsional stiffness to the building and carry a roof ridge beam, against which rafters will be supported for the roof. In effect, this is a contemporary take on a traditional method of roof construction.
In designing the roof we have also avoided the use of roof purlins (horizontal rafter supports) by using timber 'I-beams', each of which will span around 5m from eaves to ridge at a 45 deg. pitch and carry the weight of the slate roof supported only at either end. This not only keeps the internal structure clean and uncluttered, but their 352mm depth will be fully filled with insulation and their thin shear web minimises thermal bridging. The end result is a stiff, clean, super-insulated roof structure.
The down side to this constrcution has been additional labour/time and ultimately cost, but the end result should be worthwhile.