Cavity Walls

Think of your favourite ice-cold beer! You take it out the fridge and within minutes water is dripping down the outside of the can and pooling on the table. Condensation is a result of cold beer inside the aluminium can or glass bottle, meeting warm air outside the container! Thicker glass slightly delays condensation, but won’t prevent it.

Condensation in buildings works in the same way. In coastal winter rainfall areas, condensation occurs when warm humid air in the interior of the structure comes into contact with the colder surface of the inner leaf, resulting in the water vapour in the air condensing into water droplets.

Similarly, you may have noticed that in cold weather, windows mist up on the inside and form water droplets that run down the window and damage interior paintwork. Any solid, single-leaf wall – even one made from thick concrete – will experience condensation. You don’t want those droplets weeping inside your house!

With a cavity wall, condensation still forms, but it gathers in the cavity behind the 1st wall and never reaches the 2nd interior wall. The house remains warm and dry.

An important revision to SABS 10400 XA “Energy Efficiency in Buildings” of the National Building Regulations are expected to be published soon.

Key changes for external walls include:

1. An energy zone map is used to set minimum total R-Value requirements for external walls.
2. Cavity walls are mandatory in terms of the revised SANS 10400XA for external masonry in energy Zones 1, 2, 4, 6 and 7. The minimum R-Value requirement for walls with a surface density greater than or equal to 270 kg/m2 is 0.5. Cities in these zones include Bloemfontein, Cape Town, Clarens, Estcourt, Johannesburg, Kimberley, Montagu, Port Elizabeth, Potchefstroom, Sutherland, Vryheid, Utrecht, Welkom and Witbank.
3. Traditional solid double skin masonry for external walls will only be permitted in Energy Zones 3, 5A and 5B. The minimum R-Value requirements for walls with a surface density greater than or equal to 270 kg/m2 is 0.35 Cities in these zones include Durban, East London, Margate, Nelspruit, Mafikeng, Phalaborwa, Polokwane, Pretoria and Upington.

1. Bricks: The standard Imperial brick is 222 mm long by 106 mm wide, and 73 mm high, and has a mass of approximately 3 kgs. There are 52-55 standard bricks per square meter. Allow 5-10% extra for breakages during transport and unloading. All measurements provided in this document refer to standard imperial-size bricks. Others sizes of bricks are available, so measure your bricks and make adjustments.
2. Mortar. Mortar accounts for as little as 7% of the volume of the wall, but has a significant effect on the strength of the wall. Mortar sand should be free of clay and comply with SANS 1090 Sand for Plaster and Mortar. For 1000 standard bricks, use 0.6 m3 of sand (9 builder’s barrows) to 3 bags of 50 kg cement. A standard builder’s wheelbarrow is 65 liters. Do not mix more than you will use in 1 hour of bricklaying – mortar takes at least 20 minutes to set.
3. Damp-proofdamp-proofa  coursing (DPC): 200 micron PVC. The damp-proof course prevents rising damp from the ground into porous masonry building materials.
4. Wall ties: Butterfly or PWD wall ties in accordance with SANS 28 should be used for cavity construction. In coastal areas, these are to be manufactured from galvanized wire, and in sea spray zones stainless steel grade 816.
5. Bricklaying trowels
6. Chisels are used to break bricks to create “half-bricks”

1. Load-bearing cavity walls must be laid on a level, stable concrete foundation. The foundation trench width and depth must conform to the requirements of your local authority.
2. Fill the trench with concrete to 150 mm below the ground level. The finished concrete must be level as it represents the start of the brickwork. If the ground slopes, the trench must be stepped to the height of 1 or 2 courses of finished brickwork (including mortar) so that the foundation itself does not slope.
3. Mix the mortar (generally a Class 2 or 1:6 mix).
4. Lay the first course/row of bricks for the inner leaf.
5. Allowing for a 50 mm cavity between the walls, lay the first course for the outer leaf.
6. Continue to add courses (rows) of bricks and mortar until the outer wall is 150 mm above ground level (2 courses = 170 mm).
7. Fill in the cavity that will be below the damp-proof course with solid, fine concrete so that groundwater cannot seep into the empty cavity.
8. Lay the next course on the inner wall only.
9. Measure and cut the damp-proof course (DPC). The damp-proof course should be laid as a single, waterproof sheet from the inner edge of the inner wall, to the outer edge of the outer wall. Sandwich the DPC on the inner wall between the existing bricks and lay a second course on the inner leaf to hold it in place.
   Sandwich the DPC on the outer leaf between the existing bricks and a new course. i.e. the DPC should step down one course from the inner leaf of bricks to a lower level on the outer leaf. The DPC is sandwiched between 2 half beds of mortar. It provides an effective seal against rain penetration and rising damp. Any water entering or condensing in the cavity is automatically guided to the outer wall and out the weep holes.
10. Continue to lay further courses of brick alternating the inner and outer leaf using the bonding pattern of your choice.
11. The cavity above the damp course between the internal and external leaf should be kept clear of mortar and debris, to ensure that any moisture in the cavity can easily flow to the outer wall and out the weep holes. A timber batten suspended in the cavity and raised as the work proceeds during its construction, will help keep the cavity free of mortar droppings. Wall ties crossing the cavity must also be kept free from mortar droppings.

1. Jointing. A smooth, half-round bucket handle joint is recommended in coastal and inland high rainfall areas to minimize rain penetration.
2. Some bricks may be temporarily left out at the ground floor level to give access to the bottom of the cavity, in order to clear mortar droppings at the end of each day’s work.
3. Weep holes (joints left open without mortar) are vents incorporated into masonry near the base and top of the wall to prevent stagnation of air and excessive humidity.
4. Do not close off cavity walls at the sides of door and window openings unless a vertical “damp-proof course” is inserted to prevent water from driving to the inner face.
5. The cavity wall should not be filled below window sills. A damp-proof course is desirable at this point also.
6. A trough or gutter of galvanized iron or other suitable material may be placed in the cavity above all openings for exposed doors and windows to collect water which may penetrate the outer leaf or enter at where the wall and roof join.
7. Just below the roof line, the cavity can be filled for two or three courses to stiffen the head of the wall and distribute the load over both leaves.

• Measuring tape and Marking pegs are needed to demarcate the exact location of walls and corners.
• Use a Spirit level to keep each course horizontal.
• Measuring poles will keep rows of bricks level on either side of openings like doors or windows and keeps mortar even from side to side, and top to bottom.
• Use doweling rods that are the height of the finished wall. Set a measuring pole vertically at 90 degrees at each end of the wall (or every 4 meters for long walls).
• Using a measuring tape and a spirit level, mark out the height of each brick course on the poles (one brick plus one mortar joint)
• A standard brick is 222 mm x 106 mm x 73 mm
• Mortar joints of 12 mm are recommended.
• Measurement marks on the pole are therefore at 85 mm, 170 mm, 255 mm, 340 mm, 425 mm etc. above ground level.
• Tie string or builder’s line between these measuring poles to mark a straight horizontal line, moving it up as you complete each brick course or row.