If you are building a new home in WA one of the most critical inspections along the construction journey is the inspection of roof frames.
In WA, a roof frame is predominately the timber frame above the ceiling and below the roof cover. The roof frame provides the support for the roof cover, which in WA is more often than not these days made of steel (Colorbond) but could also be made of cement/ clay tiles with some other minor options still available (I.e. slate).
The majority of WA roof frames are constructed on site by roof carpenters (stick roof frames), although prefabricated roof trusses (wood or steel) are other options.
While it may appear that there is a random assortment of timbers making up the roof frame, the Building Code of Australia and the very detailed Australian Framing Standard AS 1684 provides very clear guidance on exactly what is required for stick framed houses. Further, for every home constructed, there will be Engineers Plans which also provides very specific guidelines and requirements for roof frame construction.
Roof frames are complex and construction does not always go to plan.
The WA Building Commission published a report in 2016 (COMPLIANCE REPORT: A summary of technical building inspections 2015-16) which indicated that of 651 roof inspections undertaken by the Commission, 37% were unsatisfactory. The findings were updated in mid-year 2016/17 and published. Positively, the overall position improved, but sadly 33% were still unsatisfactory. The key takeout and based on these numbers is that almost 1 in 3 metal roof homes could have defects.
In WA, roof carpenters are not licenced or regulated and yet they are tasked with building a very complex component of a new home. Builders, with the support of their site supervisors, self-assess the construction of the roof frame. Given its inherent complexity, it is hardly surprising that on occasion issues can arise.
There are two main issues that we come across. Firstly, are the right timbers in the right location with the right support? Simple really- every home has a very clear construction plan. Secondly, has each timber been connected, bolted, strapped and tied exactly as the Engineer required. Where these two key items have been undertaken in full you will have a well-constructed roof frame. Where they are not, you could end up with a structural defect.
Given the transition to metal roofs in WA, the most significant challenge is wind uplift to the roof during extreme wind events. In short, there is the very real potential in an extreme wind event that the roof can be peeled off the home if the requirements of the Building Code, Australian Standards and Engineer have not been complied with.
The combination of the above requirements are very specific. They detail exactly how the frame is to be constructed, supported and connected. The requirements even go down to defining exactly what type of bolts are to be used and how many nails are to be utilised in each of the proprietary connecting brackets. This level of detail provides you, the home owner, with assurances that the roof will remain intact during high wind events.
Sadly, yes there can. Here is a small selection of actual roof framing issues identified in WA over recent months in 2017.
Valley rafters were not tied down to the external brickwork. There were tie down straps noted nearby to the wall plate, however there are no triple grips connectors between the valley rafter and the wall plates. Remediation required.
Multiple undersized struts have been used. The engineer responsible for the house must confirm that the 45 mm x 65 mm timber used to strut the ridge boards is adequate.
The pitching plate has not been bolted to the steel beam as per engineer’s requirements. The rafters are not sitting on the pitching plate. Each section of the plate would need a minimum of two bolts or Tek screws. Remediation required.
Whilst straps were in all the appropriate positions, they are required to be in tensioned in order to be effective. Extra nailing is required to remove all slack in the straps. A lot of the straps are not in tension and some have not been nailed effectively. Remediation required.
There were multiple areas where the tie down rods welded to the metal beams are not directly below the metal beams and the tie down rods are at an angle. The structural engineer responsible for the house must confirm in writing that this is an adequate tie down detail.
The rear corner hip is not tied down. The tie down battens to the left side and rear stop short of the corner therefore do not tie it down. Remediation required.
Fit holding down bolts to the bulkhead beams to the left side. Remediation required.
Additional strutting is required. Remediation required.
Support to the hip rafters is not installed at the junction to hip rafter and where a single underpurlin (not opposing underpurlins) supports the hip. Remediation required.
The bases of angled struts require blocking or strapping to prevent movement. Remediation required.
The hanger beam to counter beam connections are not bracket fixed. Remediation required.
The struts are not strapped at the top to the ridge, hips, valleys and underpurlins. Remediation required.
The struts are not fixed with proprietary brackets to strutting beams or wall plates. Remediation required.
There are no rafter straps installed over the ridge or rafter ties installed below the ridge. Remediation required.
The simple solution is to have your roof frame checked by an independent Houspect Building Inspector. Armed with the approved Engineers Plans, a good knowledge of the Building Code of Australia AS 1684 and many years of experience, your Houspect Building Inspector can review the work undertaken on site so that you can be assured that the roof frame has been constructed as approved.
The best time to inspect the roof frame is prior to the roof cover (tiles/metal) being installed. This provides the inspector with the best opportunity to review the entire structure and to ensure it is compliant.
It is possible to review the roof frame once the roof cover has been installed, but it’s potentially harder as visibility may have been restricted in low pitch area of the roof, especially at the wall plates above the outer perimeter load bearing walls. On multi storey buildings the scaffolding will often come down immediately after the roof cover has been installed and as such it may be necessary to undertake the roof frame and roof cover inspections at the same time, given the limited window of opportunity while the scaffolding is in situ.
It is possible to undertake a limited inspection of the roof frame at the Practical Completion or Handover Inspection but there can be limitations such as:
The other key issue associated with identifying a roof frame defect at the Practical Completion or Handover Inspection stage is that it can delay handover of the property back to you while the remedial work is undertaken, which may require removal of parts of the roof cover.
Build, Buy, Invest in property with confidence.