Chapter 3
Structural Fire Precautions
Chapter 3 sets out requirements to prevent fire spreading between adjoining buildings, ensure structural stability during fire, and limit fire spread within a building through compartmentation. It specifies fire resistance ratings for structural elements by purpose group and building dimensions, governs the design of compartment walls and floors, protected shafts, external walls, and fire-stopping. It also regulates surface spread of flame for internal finishes and roof coverings, and prescribes material standards for construction elements.
Scope: All buildings covered by the SCDF Fire Code unless otherwise exempted; specific provisions vary by Purpose Group (PG I–VIII), building height, floor area, cubical extent, sprinkler protection status, and location relative to lot boundaries.
Source: SCDF Code of Practice for Fire Precautions in Buildings 2023. This is a guidance summary — always verify against the full Fire Code clause text.
Critical points
Minimum fire resistance periods are mandatory as per Table 3.3A for the relevant purpose group and building dimensions; the element must meet the highest requirement if it forms part of more than one compartment.
CriticalCl.3.3.2, Table 3.3AAny separating wall must have at least 1-hr fire resistance; any compartment wall or floor separating PG II or III from a different PG must have at least 1-hr fire resistance.
CriticalCl.3.3.2a, Cl.3.3.2bFire resistance must be tested to BS 476: Part 20–23 for stability, integrity, and insulation. 'Deem to satisfy' provisions (tested specimen or Annex 3A notional periods) are acceptable alternatives.
ImportantCl.3.4.1, Cl.3.4.2Suspended ceilings may only contribute to floor fire resistance if constructed as a fire-protecting suspended ceiling meeting Table 3.3B requirements.
ImportantCl.3.3.5, Table 3.3BFire-rated boards used for structural steel protection must be non-combustible (BS 476 Part 4 or 11) and must not be used in explosion-risk areas; gas pipes are prohibited within fire-rated drywall construction.
ImportantCl.3.3.6PG VIII (Storage) buildings exceeding 28 m require 2-hr fire resistance (above ground) and 4 hr for basements; PG V (Shop) and PG VII buildings exceeding 28 m require up to 4-hr basement fire resistance.
ImportantTable 3.3A
Compliance thresholds
| Parameter | Value | Condition | Clause |
|---|---|---|---|
| Minimum fire resistance — PG I house ≤3 storeys (above ground) | 1 hr | PG I small residential house not exceeding 3 storeys | Table 3.3A |
| Minimum fire resistance — PG II building >3 storeys, height ≤28 m, FA ≤3,000 m² | 1 hr (above ground), 2 hr (basement) | PG II other residential, building height ≤28 m and floor area ≤3,000 m² | Table 3.3A |
| Minimum fire resistance — PG III institutional, height >28 m or unlimited | 2 hr | PG III institutional, no height/area limit row | Table 3.3A |
| Minimum fire resistance — PG V shop, height >28 m or unlimited (basement) | 4 hr | PG V shop with no height/area limit (basement) | Table 3.3A |
| Minimum fire resistance — PG VIII storage, height 15–28 m, cubical extent ≤7,000 m³ | 2 hr (above ground), 4 hr (basement) | PG VIII storage/general, height 28 m, cubical extent ≤7,000 m³ | Table 3.3A |
| Floor fire resistance — upper storey of 2-storey dwelling house (not over garage): stability/integrity/insulation | 30 / 15 / 15 min | Floor in upper storey of a 2-storey dwelling house (not over a garage) | Table 3.4A |
Interactive decision tree
Determine Required Fire Resistance Rating for Element of Structure