TABLE 3.2A : SIZE LIMITATION OF BUILDING & COMPARTMENT | ||
---|---|---|
Compartments | Maximum Floor Area | Maximum Cubical Extent |
(1) | (2) | (3) |
Compartment below ground level (No compartment shall comprise more than one storey) | 2000m2 | 7500m³ |
Compartments between average ground level and a height of 24m (No compartment shall comprise more than 3 storeys) | 4000m2 | 15000m³ |
Compartments above a height of 24m from average ground level (No compartment shall comprise more than one storey) | 2000m2 | 7500m³ |
TABLE 3.3A: Minimum Periods of Fire Resistance |
Note: In this Table - “cubical extent” means the cubical extent of the building or, if the building is divided into compartments, the compartment of which the elements of structure forms part; “floor area” means the floor area of each storey in the building or, if the building is divided into compartments, of each storey in the compartment of which the element of structure forms part; “height” has the meaning assigned to that expression by Cl.3.3.1b.; “NL” means No limit applicable. “NR” means Not Relevant. |
PART I : BUILDINGS OTHER THAN SINGLE STOREY BUILDINGS | |||||
---|---|---|---|---|---|
Purpose Group | Maximum Dimensions | Minimum period of fire resistance for elements of structure (*)/external wall/ compartment wall forming part of: | |||
(1) | Height** (m) (2) | Floor Area (m²) (3) | Cubical Extent (m³) (4) | Above ground Storey (hrs)(5) | Basement Storey (hrs) (6) |
PG I - Small residential | |||||
House having not more than 3 storeys | NL | NL | NL | 1 | 1 |
House having 4 storeys | NR | 250 | NR | 1 | 1 |
NL | NL | NL | 1 | 2 | |
House having more than 4 storeys | NL | NL | NL | 1 | 2 |
PG II - Other residential | |||||
Building or part (+) having not more than 2 storeys | NL | 500 | NR | 1 | 1 |
NL | NL | NL | 1 | 2 | |
Building or part (+) 3 storeys | NR | 250 | NR | 1 | 1 |
NL | NL | NL | 1 | 2 | |
Building having more than 3 storeys | 28 | 3000 | 8500 | 1 | 2 |
NL | NL | NL | 2 | 2 | |
PG III - Institutional | 28 | 2000 | NL | 1 | 1 |
NL | NL | NL | 2 | 2 | |
PG IV - Office | 15 | NL | 3500 | 1 | 1 |
28 | 5000 | 14000 | 1 | 2 | |
NL | NL | NL | 2 | 2 | |
PG V - Shop | 15 | NR | 3500 | 1 | 1 |
28 | 1000 | 7000 | 1 | 2 | |
NL | NL | NL | 2 | 4 | |
PG VI - Factory | 15 | NR | 4250 | 1 | 1 |
28 | NR | 8500 | 1 | 2 | |
NL | NL | NL | 2 | 4 | |
PG VII - Place of public resort | 15 | NR | 3500 | 1 | 1 |
28 | 1000 | 7000 | 1 | 2 | |
NL | NL | NL | 2 | 2 | |
PG VIII - Storage and general | 15 | NR | 1700 | 1 | 1 |
15 | NR | 3500 | 1 | 2 | |
28 | NR | 7000 | 2 | 4(b) | |
NL | NL | NL | 4(a) | 4(b) | |
Note to Part I: For the purpose of Cl 3.3.2 the period of fire resistance to be taken as being relevant to an element of structure
is the period included in columns (5) or (6) in the line of entries which specifies the floor area with which there is conformity or, if there are two or more such lines, in the topmost of those lines (1) non-sprinkler-protected, open-sided standalone car park buildings (b) - Single basement car park storey, which is sprinkler-protected, the element of structure can be reduced to half the minimum period of fire resistance |
PART 2: SINGLE STOREY BUILDINGS | ||
---|---|---|
Purpose Group (1) | Maximum Floor Area (m2) (2) | Minimum period of fire resistance for elements of structure, external wall/ compartment wall (hrs) (3) |
PG I - Small residential | NL | 1 |
PG II - Other residential | NL | 1 |
PG III - Institutional | NL | 1 |
PG IV - Office | NL | 1 |
PG V - Shop | 3000 | 1 |
NL | 2 | |
PG VI - Factory | 3000 | 1 |
NL | 2 | |
PG VII - Place of public resort | 3000 | 1 |
NL | 2 | |
PG VIII - Storage and general | 1000 | 1 |
3000 | 2 | |
NL | 4(a) | |
Note to Part 2: For the purpose of Cl.3.3.2 the period of fire resistance to be taken as being relevant to an element of structure is the period included in column (3) in the line of entries which specifies the floor area with which there is conformity or, if there are two or more such lines, in the topmost of those lines (a) - This period is reduced to 2-hr for open-sided buildings which are used solely for car parking |
TABLE 3.3B: REQUIREMENTS FOR SUSPENDED CEILING | |||
---|---|---|---|
Height of Building (1) | Type of Floor (2) | Required Fire Resistance of Floor (3) | Description of Suspended Ceiling (4) |
Less than 15m | Non-compartment | 1-hr or less | Surface of ceiling exposed within the cavity not lower than Class I surface flame spread rating. |
Compartment | Less than 1-hr | ||
Compartment | 1-hr | Surface of ceiling exposed within the cavity not lower than Class 0 surface flame spread rating; supports and fixing for the ceiling non-combustible. | |
Any | More than 1-hr | Ceiling of non-combustible con- struction and jointless; supports and fixings for the ceiling non- combustible. | |
15m or more | Any | 1-hr or less | Surface of ceiling exposed within the cavity not lower than Class 0 surface flame spread rating and jointless; supports and fixing for the ceiling non-combustible. |
Any | More than 1-hr | Ceiling of non-combustible con- struction and jointless; supports and fixings for the ceiling non- combustible | |
Note: References to classes in the above table are to classes as specified in Cl.3.13 Where the space above a suspended ceiling is protected by an automatic sprinkler system it shall be exempted from the requirements for non-combustibility and surface spread of flame classification as specified in the above table provided the ceiling is not situated over an exit passageway, protected lobby or other required protected means of escape |
TABLE 3.4A: SPECIFIC PROVISIONS OF TEST FOR FIRE RESISTANCE OF ELEMENTS OF STRUCTURE ETC. | ||||
---|---|---|---|---|
Part of Building | Minimum Provisions when Tested to BS 476: Part 20-23 (mins) | Method of Exposure | ||
Stability | Integrity | Insulation | ||
1. Structural frame, beam or column | * | No requirement | No requirement | exposed faces |
2. Load-bearing wall, Load-bearing wall which is not also an external wall, separating wall, compartment wall or protecting structure (See 4, 5, 6 or 7) | * | No requirement | No requirement | each side separately |
3. Floors | ||||
(a) floor in upper storey of a 2-storey dwelling house (but not over a garage) | 30 | 15 | 15 | from underside (Note 1) |
(b) any other floor (including a compartment floor) | * | * | * | from underside (Note 1) |
4. External walls | ||||
(a) any part less than 1m from point on relevant boundary | * | * | * | each side separately |
(b) any part of the wall of a building used for Assembly purposes which is 1m or more from the relevant boundary and is described in Note 2 | * | * | 15 | from inside |
* (max. 60) | * (max. 60) | * (max. 60) | from outside | |
(c) any part 1m or more from the relevant boundary and is not a part de- scribed in (b) above | * | * | 15 | from inside |
5. Separating wall | * (min. 60) | * (min. 60) | * (min. 60) | each side separately |
6. Compartment wall | * | * | * | each side separately |
7. Protecting structure (any part) | * | * | * | each side separately |
8. Wall separating an attached or integral garage from a dwelling house | * | * | * | from garage side |
9. Doors | ||||
a. in a separating wall | No provision | + (min. 60) | No provision*** | each side separately when fitted in its frame |
b. in a compartment wall, if it separates a flat or maisonette from a space in common use | No provision | 30 | No provision*** | each side separately |
c. in a compartment wall or compartment floor not described in (b) above | No provision | + | No provision*** | each side separately |
d. in a protecting structure situated wholly or partly above the level of the adjoining ground in a building used for flats, other residential, assembly or office purposes | No provision | 30 | No provision*** | each side separately |
e. in a protecting structure not described in (d) above | No provision | ** (min. 30) | No provision*** | each side separately |
f. any other door (including a door in a cavity barrier and a door between a dwelling house and garage) | No provision | 30 | No provision*** | each side separately when fitted in its frame |
10. Casing around a drainage system | 30 | 30 | 30++ | from outside |
11. Cavity barriers | ||||
a. cavity barrier 1m x 1m or larger | 30 | 30 | 15 | each side separately |
b. any other cavity barrier | 30 | 30 | No provision | each side separately |
c. ceiling | 30 | 30 | 30 | from underside |
Modifications ++ - No provision for insulation if the casing is more than 50mm from any pipe in the enclosure (except a pipe passing through the casing) Note: * - Period of fire resistance as specified ** - Half the period of fire resistance for the wall or floor in which the door is situated *** = This exemption does not apply to fire-rated glass door. + - Period of fire resistance for the wall or floor in which the door is situated |
TABLE 3.9A: MAXIMUM NOMINAL DIAMETER OF PIPES
| |||
---|---|---|---|
Situation | Pipe material and maximum nominal diameter (mm) | ||
Non-combustible material (1) | Lead, aluminium or aluminium alloy, or UPVC (2) | Any other material | |
When the pipes (include pipe supports) penetrate the structure enclosing a protected shaft which is not an exit stairway or lift shaft | 150 | 100 |
40 |
Any other situation | 150 | 100 (stack pipe) (3),(4),(5) 75 (branch pipe) (3),(4),(5) | 40 |
Note: (1) = A non-combustible material (such as for cast iron or steel pipes and the pipe supports with melting point of at least 1200°C) which if exposed to a temperature of 750°C will not soften nor fracture to the extent that flame or gases will pass through the wall of the pipe (2) = UPVC pipes complying with BS 4514 or EN 1329-1 (3) = Within toilets, washrooms or external corridors, maximum diameter of UPVC pipes can be increased to double the size given in the above table (4) = Within areas of fire risk, such as kitchens, and adjacent to escape routes, UPVC pipes shall be enclosed by construction having fire resistance rating of at least ½ hr (5) = Where the size of UPVC pipes exceeds that specified under this clause, approved fire collar shall be fitted at all positions where such pipes pass through constructions required to act as a barrier to fire spread |
TABLE 3.11A: MAXIMUM DIMENSIONS OF CAVITIES | |||
---|---|---|---|
Location of cavity | Purpose Group of building or compartment | *Class of surface exposed in cavity | Max. dimension in any direction |
Between roof and ceiling | I & II | any | no limit |
others | any | 20m | |
Any other cavity | any | Class 0 | 20m+ |
any | any | 8m+ | |
Note: * - excluding surface of any pipe, cable, conduit or insulation of any pipe + - shall not apply to raised floor under Cl.3.11.8 |
TABLE 3.13A: MINIMUM FLAME-SPREAD CLASSIFICATION OF FINISHES TO WALL, COLUMN, BEAM AND CEILING | ||||||||||||||||||||||||||||||||||||||||||||||||||||
---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
Building Type | Non-sprinkler-protected Building | Sprinkler-protected Building | ||||||||||||||||||||||||||||||||||||||||||||||||||
Room, compartment |
Circulation space | Smoke- free /fire lift lobby | Exit stair- case & exit passageway | Room, compartment |
Circulation space | Smoke- free /fire lift lobby | Exit stair- case & exit passageway | |||||||||||||||||||||||||||||||||||||||||||||
BS(2) | EN(2) | BS(2) | EN(2) | BS(2) | EN(2) | BS(2) | EN(2) | BS(2) | EN(2) | BS(2) | EN(2) | BS(2) | EN(2) | BS(2) | EN(2) | |||||||||||||||||||||||||||||||||||||
PG I - Small residential | NA | NA | NA | NA | NA | NA | NA | NA | NA | NA | NA | NA | 2 | C | 0 | B | ||||||||||||||||||||||||||||||||||||
PG II - Other residential | NA | NA | 0 | B | 0 | B | NC | A2 | NA | NA | NA | NA | 2 | C | 0 | B | ||||||||||||||||||||||||||||||||||||
PG III - Institutional | 1 | C | 0 | B | 0 | B | NC | A2 | 3 | D(1) | 3 | D(1) | 2 | C | 0 | B | ||||||||||||||||||||||||||||||||||||
PG IV - Office | 1 | C | 0 | B | 0 | B | NC | A2 | NA | NA | NA | NA | 2 | C | 0 | B | ||||||||||||||||||||||||||||||||||||
PG V - Shop | 1 | C | 0 | B | 0 | B | NC | A2 | NA | NA | NA | NA | 2 | C | 0 | B | ||||||||||||||||||||||||||||||||||||
PG VI - Factory | 1 | C | 0 | B | 0 | B | NC | A2 | NA | NA | NA | NA | 2 | C | 0 | B | ||||||||||||||||||||||||||||||||||||
PG VII - Place of public resort | 1 | C | 0 | B | 0 | B | NC | A2 | NA | NA | NA | NA | 2 | C | 0 | B | ||||||||||||||||||||||||||||||||||||
PG VIII - Storage | 1 | C | 0 | B | 0 | B | NC | A2 | NA | NA | NA | NA | 2 | C | 0 | B | ||||||||||||||||||||||||||||||||||||
Note: NC = Non-combustible to comply with BS 476 Pt 4 NA = Not Applicable (1) = Applies to detention facilities and healthcare, including hospital, old-aged homes, nursing homes for mentally or physically disabled patients (2) = BS/ EN refers to the following test standards. Meeting an EN standard implies that the corresponding BS standard is complied with but not vice-versa
|
TABLE 3.13B: MINIMUM FLAME-SPREAD CLASSIFICATION OF MATERIAL CONSTRUCTION (HOMOGENOUS)* | ||||||||||||
---|---|---|---|---|---|---|---|---|---|---|---|---|
Building Type | Non-sprinkler-protected Building | Sprinkler-protected Building | ||||||||||
Internal Non-load-bearing Wall and Ceiling | Roof(5) Covering, including Supports | Internal Non-load-bearing Wall and Ceiling |
Roof(5) Covering, including Supports | |||||||||
Within Room, Compartment | Within Circulation Spaces(6) | Within Room, Compartment | Within Circulation Spaces(6) | |||||||||
BS(7) | EN(7) | BS(7) | EN(7) | BS(7) | EN(7) | BS(7) | EN(7) | BS(7) | EN(7) | BS(7) | EN(7) | |
PG I - Small residential | NA | NA | NA | NA | NA(2) | NA(2) | NA | NA | NA | NA | NA | NA |
PG II - Other residential | NA | NA | LC(3) | A2 | NA(2) | NA(2) | NA | NA | 1 | C | NA | NA |
PG III - Institutional | 0 | B | LC(3) | A2 | 1 | C(4) | 1 | C(1) | 0 | B(1) | 2 | C(1)(4) |
PG IV - Office | 0 | B | LC(3) | A2 | 1 | C(4) | 2 | C | 1 | C | 2 | C(4) |
PG V - Shop | 0 | B | LC(3) | A2 | 1 | C(4) | 2 | C | 1 | C | 2 | C(4) |
PG VI - Factory | 0 | B | LC(3) | A2 | 1 | C(4) | 2 | C | 1 | C | 2 | C(4) |
PG VII - Place of public resort | 0 | B | LC(3) | A2 | 1 | C(4) | 2 | C | 1 | C | 2 | C(4) |
PG VIII - Storage | 0 | B | LC(3) | A2 | 1 | C(4) | 2 | C | 1 | C | 2 | C(4) |
Note: (1) = Applies to detention facilities and healthcare, including hospital, nursing homes for handicapped, disabled, aged or persons with mental and/ or mobility impairment (2) = Roof support can be of timber construction. Any use of plastic material for roof shall comply with the requirements in Cl.3.15.19c.(8) (3) = Limited combustibility tested under BS 476 Part 11 or non-combustibility tested under BS 476 Part 4 (4) = Composite panel complying with ASTM E108 Class A is also acceptable (5) = Applicable to composite panel roofing only. Refer to Cl.3.14.1 for other roofing materials (6) = Including common corridor, passageway etc. (7) = BS/EN refers to the test standards shown in the Note to Table 3.13A. Meeting an EN standard implies that the corresponding BS standard is com- plied with but not vice-versa NA = Not Applicable LC = Limited combustibility * = When composite panels are used for the construction, the minimum flame-spread classification shall be applicable to the core material of the panels |
FIRE TESTS AND ACCEPTANCE CRITERIA FOR CONSTRUCTION MATERIALS CONTAINING PLASTIC
TABLE 3.15A: PLASTIC FLOOR MATERIAL/ FINISHES | |||
---|---|---|---|
Test Category | Fire Risk | Applicable Fire Test Standards | Acceptance Criteria |
A | Toxicity emission | EN 45545-2 | CIT < 0.75 |
EN 17084 Method 1 (25kw/m2) | CIT < 0.75 | ||
B | Smoke density | EN 13501-1 | Smoke classification : s1 rating. |
EN 14041 | |||
EN ISO 9239-1 | |||
ASTM E662 | Smoke density, Ds,max < 450 | ||
NFPA 258 | |||
EN ISO 5659-2 | Smoke density, Ds,max < 150 | ||
C | Flame spread | EN 13501-1 | 1. Sprinkler-protected premises (a) Sleeping occupancy : Class Cfl or better (b) Non-sleeping occupancy : Class Dfl or better
2. Non-sprinkler-protected premises (a) Sleeping occupancy : Class Bfl or better (b) Non-sleeping occupancy : Class Cfl or better |
EN 14041 | |||
EN ISO 9239-1 | |||
ASTM E648 | Critical Radiant Flux (CRF) > 0.45 W/cm2 | ||
NFPA 253 |
FIRE TESTS AND ACCEPTANCE CRITERIA FOR CONSTRUCTION MATERIALS CONTAINING PLASTIC
TABLE 3.15B: PLASTIC WALL/ CEILING MATERIAL/ FINISHES | |||
---|---|---|---|
Test Category | Fire Risk | Applicable Fire Test Standards | Acceptance Criteria |
D | Toxicity emission | EN 45545-2 | CIT < 0.75 |
EN 17084 Method 1 (50kw/m2) | CIT < 0.75 | ||
E | Smoke density | EN 13501-1 | 1. Smoke classification to be of s1 rating
2. Flaming droplet classification to be d0 rating |
EN ISO 5659-2 | VOF4 < 300 min | ||
F | Flame spread | EN 13501-1 | 1. Internal wall finishes: to comply with Cl 3.13
2. External wall finishes: to comply with Cl 3.5 |
BS 476-6/7 | |||
NFPA 285 | To pass criteria in NFPA 285 | ||
Note: Test categories D and E are not required for external wall finishes |
TABLE 3.15C : PLASTIC ROOF COVERING MATERIAL | |||
---|---|---|---|
Test Category | Fire Risk | Applicable Fire Test Standards | Acceptance Criteria |
G | Toxicity emission | Not critical. Generally exposed to external. | |
H | Smoke density | EN 13501-1 | 1. Generally not critical if exposed to external 2. If exposed as ceiling on the underside, then must meet requirements for ceiling (achieve s1-d0 rating) |
J | Flame spread | EN 13501-5 | Class BROOF |
BS 476-3 | Class AA/AB/AC | ||
BS 476-7 | Class 1 | ||
ASTM E108 | Class A |
CONDITIONS FOR THE USE OF PLASTIC FLOOR FINISHES (UNCOVERED)
Diagram 3.15.19c.(1) : Plastic floor finishes overlaid on structural floor
TABLE 3.15D: UNCOVERED PLASTIC FLOOR FINISHES | |||
---|---|---|---|
S/N | Material Construction | Assessment | Remarks |
1 | Non-combustible material | Allowed | No further fire test is required |
2 | Material thickness not exceeding 10mm | Allowed | 1. No further fire test is required 2. For sprinkler-protected premises, material not exceeding 20mm can be exempted from the tests in Table 3.15A |
3 | Use in open-to-sky conditions | Allowed | No further fire test is required |
4 | Use in exit staircase/ exit passageways | Not allowed | Key escape routes shall be protected |
5 | Material thickness exceeding 10mm | Allowed with conditions | Allowed if pass test categories A, B and C in Table 3.15A |
CONDITIONS FOR THE USE OF PLASTIC MATERIAL CAST INTO (EMBEDDED WITHIN) STRUCTURAL FLOOR SYSTEM
Diagram 3.15.19c.(2) : Plastic material embedded within masonry floor
TABLE 3.15E : PLASTICS EMBEDDED WITHIN MASONRY FLOOR | |||
---|---|---|---|
S/N | Material construction | Assessment | Remarks |
1 | Non-combustible material | Allowed | No further fire test is required |
2 | Material thickness not exceeding 10mm | Allowed | 1. No further fire test is required 2. For sprinkler-protected premises, material not exceeding 20mm can be exempted from the tests in Table 3.15A |
3 | Use in open-to-sky conditions | Allowed | No further fire test is required |
4 | Use in exit staircase/exit passageways | Not allowed | Key escape routes shall be protected |
5 | Material thickness exceeding 10mm | Allowed with conditions | 1. If masonry cover is less than 25mm thick, the material shall pass test categories A, B and C in Table 3.15A. 2. If masonry cover is at least 25mm thick all around the embedded plastic, tests in Table 3.15A are exempted. 3. The locations where embedded plastics are installed shall be clearly indicated on the plans |
CONDITIONS FOR THE USE OF PLASTIC FLOOR FINISHES (COVERED)
Diagram 3.15.19c.(3) : Plastic floor finishes laid on structural floor, and covered by a non-combustible overlay
TABLE 3.15F: COVERED PLASTIC FLOOR FINISHES | |||
---|---|---|---|
S/N | Material Construction | Assessment | Remarks |
1 | Non-combustible material | Allowed | No further fire test is required |
2 | Material thickness not exceeding 10mm | Allowed | 1. No further fire test is required 2. For sprinkler-protected premises, material not exceeding 20mm can be exempted from the tests in Table 3.15A |
3 | Use in open-to-sky conditions. | Allowed | No further fire test is required |
4 | Use in exit staircase / exit passageways | Not allowed | Key escape routes shall be protected |
5 | Material thickness exceeding 10mm | Allowed with conditions | 1. Allowed if pass test categories A, B and C in Table 3.15A 2. If the overlay is non-combustible and at least 25mm thick, test category C in Table 3.15A is exempted |
CONDITIONS FOR THE USE OF PLASTIC WALL FINISHES OR CEILING FINISHES
Diagram 3.15.19c.(4) : Plastic wall or ceiling material/ finishes installed internally/ externally
TABLE 3.15G: PLASTIC WALL OR CEILING MATERIAL/ FINISHES | |||
---|---|---|---|
S/N | Material Construction | Assessment | Remarks |
1 | Non-combustible material | Allowed | No further fire test required |
2 | Material thickness not exceeding 1mm | Allowed | No further fire test required |
3 | Use in exit staircase/exit passageways | Not allowed | Key escape routes shall be protected |
4 | Material thickness exceeding 1mm | Allowed with conditions | Allowed if pass test categories D, E and F in Table 3.15B, unless specifically exempted for external building applications |
Updated 2 Sep 2024
TABLE 3.15H: COMPOSITE PANEL WITH PLASTIC USED AS WALL OR CEILING MATERIAL/ FINISHES | |||
---|---|---|---|
S/N | Material Construction | Assessment | Remarks |
1 | Non-combustible plastic material | Allowed | No further fire test required |
2 | Plastic material thickness not exceeding 1mm | Allowed | No further fire test required |
3 | Use in exit staircase/ exit passageways | Not allowed | Key escape routes shall be protected |
4 | Plastic material thickness exceeding 1mm | Allowed with conditions | Allowed if pass test categories D, E and F in Table 3.15B, unless specifically exempted for external building applications |
CONDITIONS FOR THE USE OF PLASTIC MATERIAL EMBEDDED IN MASONRY WALL/ CEILING
Diagram 3.15.19c.(6) : Plastic material embedded within wall/ ceiling
TABLE 3.15I: PLASTIC MATERIAL EMBEDDED IN MASONRY WALL/ CEILING | |||
---|---|---|---|
S/N | Material Construction | Assessment | Remarks |
1 | Non-combustible material | Allowed | No further fire test required |
2 | Material thickness not exceeding 1mm | Allowed | No further fire test required |
3 | Use in exit staircase/ exit passageways | Not allowed | Key escape routes shall be protected |
4 |
Material thickness exceeding 1mm |
Allowed with conditions | 1. If masonry cover is less than 25mm thick, the material shall pass test categories D, E and F in Table 3.15B 2. If masonry cover is at least 25mm thick all around the embedded plastic, tests in Table 3.15B are exempted 3. The locations where embedded plastics are installed shall be clearly indicated on the plans |
CONDITIONS FOR THE USE OF PLASTIC ROOF COVERING
TABLE 3.15J : PLASTIC ROOF COVERING | |||
---|---|---|---|
S/N | Material Construction | Assessment | Remarks |
1 | Non-combustible material | Allowed | No further fire test required |
2 | Material thickness not exceeding 1mm | Allowed | No further fire test required |
3 | Use in exit staircase/ exit passageways | Not allowed | Key escape routes shall be protected |
4 | Material thickness exceeding 1mm | Allowed with conditions | 1. Allowed if pass test category J in Table 3.15C, as well as test category H in Table 3.15C if exposed on underside 2. Exempted from test categories H and if the requirements specified for skylights in Cl.3.13.5b. |
CONDITIONS FOR THE USE OF COMPOSITE PANEL CONTAINING PLASTIC AS ROOF COVERING
TABLE 3.15K: COMPOSITE PANEL WITH PLASTIC USED AS ROOF COVERING | |||
---|---|---|---|
S/N | Material Construction | Assessment | Remarks |
1 | Non-combustible plastic material | Allowed | No further fire test required |
2 | Plastic material thickness not exceeding 1mm | Allowed | No further fire test required |
3 | Use in exit staircase/ exit passageways | Not allowed | Key escape routes shall be protected |
4 | Plastic material thickness exceeding 1mm | Allowed with conditions | 1. Allowed if pass test category J in Table 3.15C, as well as test category H in Table 3.15C if exposed on underside 2. Exempted from test categories H and J if the requirements specified for skylights in Cl.3.13.5b. |