The Designer should refer to applicable local and international codes, standards and specifications when designing wet areas to be watertight.
The drawings and specifications should be prepared in sufficient detail by the Designer to provide proper guidance to the Waterproofing Specialist and other trades involved in the execution of work in wet areas. It is also important to ensure the compatibility and bonding performance of the membrane to substrate.
The structural, architectural and M&E drawings affecting the wet areas should be reviewed together for reliability of the waterproofing system and to ensure consistency in dimensions (eg, final thickness of the floors, M&E configurations, etc). There should also be a good level of awareness and understanding of the structural system being used (eg, precast hollow core slab system, cast in-situ RC system, etc).
PREFABRICATED BATHROOM UNITS (PBUs)
In recent years, both HDB and private developers have increasingly used PBUs. The feedback from homeowners has been encouraging. Some of the advantages of the prefabricated system over the conventional toilet/ bathroom are:
These benefits translate into substantial cost savings, a consistently high quality product and simpler quality control process. To reap the full benefits of PBUs, its use should be considered at the early design stage. PBUs can be either precast concrete or prefabricated lightweight cells with finished walls and floor pre-assembled in the factory or assembled on site. More details on PBUs in Singapore can be found in BCA’s publication titled “Reference Guide on Standard Prefabricated Building Components”.
In general, the use of high quality dense concrete and addition of admixtures in concrete help to enhance the watertightness performance of the substrate. The waterproofing system in a typical wet area consists of the following:
An adequate drop during concrete casting is required to ensure that the
finished level of the wet area is sufficiently lower than the level of adjacent concrete slab to prevent migration of water into the dry area. If pipes are encased in screed, the drop required should take into account the minimum screed thickness of 20mm required at the lowest level, i.e., at the floor water outlet. For wet area adjoining to dry area, the membrane should extend 150mm from the wet area into the concrete slab in adjoining dry area (see Fig 2.6).
Alternatively, concrete kerbs (see Fig 2.7) may be used to prevent migration of moisture into dry areas. It is a good practice to cast the kerb monolithically with the concrete slab to prevent debonding of the kerb.
Joints at walls of wet areas, for example, brickwall to reinforced concrete columns should be minimized. Where joints are unavoidable, the designer should consider specifying reinforcement at these areas.
The designer should also consider rendering walls to a minimum height of 300mm from floor level, for a smooth finish to receive the waterproofing membrane upturn (refer to Fig 2.9). Shower/ bath areas and other parts of the wall that require membrane application should also be rendered to the height and width specified. The designer may choose to add a waterproofing agent to the render to improve its waterproofing performance.
In accordance to CP 82, kerbs should be constructed at the base of walls to act as barriers to lateral movement of water (refer to Fig 2.9). A height of 100mm for the kerbs should be sufficient for this purpose.
For wet areas with a high amount of water splash, the waterproofing membrane should turn up to a minimum height of 300mm. This will create a minimum tanking protection against migration of water to spaces adjacent or below the wet area. Note that at the upturn areas, the membrane should extend minimum 100mm horizontally from the wall-floor joint to create sufficient lapping with the subsequent membrane application (see Fig 2.9). Depending on the designer’s specifications, reinforcement such as fiberglass mat may be used at the wall-floor joint.
At bath and shower areas, ensure that the waterproofing membrane is applied to at least 1800mm height and 1500mm width of the wall (see Fig 2.10 and 2.11), or the entire width of the enclosure (see Fig 2.12). The wall or substrate immediately adjacent or behind a basin, sink or similar fixture must be applied with membrane to a height of not less than 300mm above the fixture if it is within 75mm of the wall.
PIPES AND PENETRATIONS
Arrangement of pipes and penetrations
Pipes/ pipe sleeves should be cast with the floor slab rather than leaving an opening in the slab for the pipes. For instance, it is not good practice to leave an opening so that the pipe position can be adjusted to accommodate the tile layout. This is to avoid possible leakage due to improper grouting around the pipes.
Waterproofing Membrane around Pipes and Penetrations
Membrane should be dressed up at pipe penetrations to the finished floor level (see Fig. 2.14) and dressed
down to at least 50mm into the floor outlet (see Fig 2.15). The membrane should be applied 100mm horizontally around the pipe. This coating should overlap with the subsequent membrane applied to the entire wet area.
Screed should be laid to slope towards the floor outlet. The direction of the fall must be planned with pedestrian traffic flow in mind so that pedestrian traffic will move across rather than up and down the slope. The direction of slope should be indicated clearly in the drawing (see Fig 2.17). Tiles may then be laid onto the screed with an adhesive compatible to the waterproofing screed.
Note that it is not recommended to lay tiles directly bonded to the waterproofing membrane. As a protective measure against damaging the membrane during tiling, a layer of screed should be laid over the membrane after the curing of the membrane. Similarly, for waterproofing applications to wall upturns or shower areas, apply a layer of 20mm thick plaster to protect the membrane before laying the tiles.
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