Jakor
20th January 2019, 12:14 PM
Hi Folks. This is my first post on this Forum and I hope you might be able to give me some feedback on some issues I'm having with a house we had built about 8 years ago. My apologies if this gets a bit long winded.
The back story is that the house is in an exposed location on a hill approx 50 meters from the breaking surf on the Surf Coast in Vic. The house was built by a "well credentialed" builder based out of Melbourne but who builds in rural areas including the Surf Coast as well.
We have had the normal maintenace issues (ie water leaks etc) with the place which were ultimately attended to (but not always fixed) by the builder (in their own sweet time!!).
Many of the external fittings didn't stand up to the environment very well at all (ie. Down pipe brackets rusted away within 5 years, external "stainless steel" light fittings fell apart in less time etc, nails holding up the eave linings rusted within 3 years and the builder "fixed" this initially by simply painting over the eaves - I ended up hiring scaffolding last year and re-nailing the eaves with stainless steel nails and grinding to top off all the rusted out nails, rust treating the remaining stubs and repainting the whole eaves area). Unfortunately more rust is now coming through so I'm about to get more assertive with the builder.
However, my biggest concern relates to the construction of a large 3 meter high deck that is attached to the house (and built with the house) - it is shaped like quarter of an oval approx 8 meters x 6 meters with the straight "L" sides attached to 2 sides of the house. There is a large steel beam that runs around the curve and this sits on a large steel post. Last year I had to replace the decking boards (after only 8 years!!! - another story) and when doing this I discovered that the timber joists that run between the perimeter steel beam and the ledger attached to the house were simply skew nailed to the ledger with a nail gun (as is the case with all timber to timber joints in the structure). These nails don't appear to be galvanised and certainly not stainless steel and had started to rust. I obtained stainless steel joist hangers and reattached each joist using stainless steel screws before replacing the decking boards with Modwood. I also discovered that many of the screws used to attach the ss balustrade to the deck had rusted out and I replaced these with ss as well.:o
I saw this as a serious safety issue as we have large numbers of people on the deck from time to time. I reported this to the builder, along with other issues which relate to use of inappropriate fixings for this location (ie barge boards hanging off because the nails rusted etc) but have been met with disinterest and disdain by the builder. We are now finding that treated pine slats attached to the underside of the deck are falling off because the staples used to attach them have rusted.
Is anybody able to advise me whether the constuction of this deck (ie skew nails rather than ss hangers)would comply with code and whether I could reasonably expect the builder to repair damage caused by rusted out fittings 8 years after construction.
Many thanks for any comments.
Jakor
The back story is that the house is in an exposed location on a hill approx 50 meters from the breaking surf on the Surf Coast in Vic. The house was built by a "well credentialed" builder based out of Melbourne but who builds in rural areas including the Surf Coast as well.
We have had the normal maintenace issues (ie water leaks etc) with the place which were ultimately attended to (but not always fixed) by the builder (in their own sweet time!!).
Many of the external fittings didn't stand up to the environment very well at all (ie. Down pipe brackets rusted away within 5 years, external "stainless steel" light fittings fell apart in less time etc, nails holding up the eave linings rusted within 3 years and the builder "fixed" this initially by simply painting over the eaves - I ended up hiring scaffolding last year and re-nailing the eaves with stainless steel nails and grinding to top off all the rusted out nails, rust treating the remaining stubs and repainting the whole eaves area). Unfortunately more rust is now coming through so I'm about to get more assertive with the builder.
However, my biggest concern relates to the construction of a large 3 meter high deck that is attached to the house (and built with the house) - it is shaped like quarter of an oval approx 8 meters x 6 meters with the straight "L" sides attached to 2 sides of the house. There is a large steel beam that runs around the curve and this sits on a large steel post. Last year I had to replace the decking boards (after only 8 years!!! - another story) and when doing this I discovered that the timber joists that run between the perimeter steel beam and the ledger attached to the house were simply skew nailed to the ledger with a nail gun (as is the case with all timber to timber joints in the structure). These nails don't appear to be galvanised and certainly not stainless steel and had started to rust. I obtained stainless steel joist hangers and reattached each joist using stainless steel screws before replacing the decking boards with Modwood. I also discovered that many of the screws used to attach the ss balustrade to the deck had rusted out and I replaced these with ss as well.:o
I saw this as a serious safety issue as we have large numbers of people on the deck from time to time. I reported this to the builder, along with other issues which relate to use of inappropriate fixings for this location (ie barge boards hanging off because the nails rusted etc) but have been met with disinterest and disdain by the builder. We are now finding that treated pine slats attached to the underside of the deck are falling off because the staples used to attach them have rusted.
Is anybody able to advise me whether the constuction of this deck (ie skew nails rather than ss hangers)would comply with code and whether I could reasonably expect the builder to repair damage caused by rusted out fittings 8 years after construction.
Many thanks for any comments.
Jakor