Section H Building Regulations and Other Guidance
Part B Fire Safety Volume 2 dwelling houses
Part C Site Preparation and Resistance to Moisture
Part J Heat Producing Appliances
Part L Energy Conservation
Part L 2019
Part L1 Dwellings 2017
Heating and Domestic Hot Water Systems for dwellings - Part L
Timber Frame Construction
Acceptable Construction Details
General Theory of Insulation Continuity and Air Tightness
Cavity Wall Insulation
External Wall Insualtion
Internal Wall Insulation
Hollow Block Insulation
Typical Inspection Reports
Stud framework has the critical role in external walls of acting as the vertical load-bearing skeleton of the wall. The framework also acts against resisting lateral wind loads and provides a base for the fixing of plasterboard, timber sheeting etc.
Through design, vertical loads exerted on the wall panel need to occur directly over the centerline of the studs or offset either side of the centerline by no more than the thickness of the supporting stud. Typical studwork construction places studs at 400 or 600mm centers; where a vertical load cannot be positioned over a stud or with acceptable offset off the centerline, the use of a head plate is recommended.
For normal loads such as those from the roof structure or floor joists a double rail header is sufficient to allow loads to be located between studs. However, additional studs or posts beneath the header can be installed if there is a requirement to support heavier loads.