The Ontario Building Code | Concentrated Loads
4.1.5.9. Concentrated Loads
(1) The specified live load due to possible concentrations of load resulting from the use of an area of floor or roof shall not be less than that listed in Table 4.1.5.9. applied over the loaded area noted in Table 4.1.5.9. and located so as to cause maximum effects, except that for occupancies not listed in Table 4.1.5.9., the concentrations of load shall be determined in accordance with Article 4.1.5.2.
Table 4.1.5.9.
Specified Concentrated Live Loads on an Area of floor or Roof
Forming Part of Sentence 4.1.5.9.(1)
| Item | Column 1 Area of floor or Roof | Column 2 Minimum Specified Concentrated Load, kN | Column 3 Loaded Area, mm x mm |
| 1. | Roof surfaces | 1.3 | 200 x 200 |
| 2. | floors of classrooms | 4.5 | 750 x 750 |
| 3. | floors of offices, manufacturing buildings, hospital wards and stages | 9.0 | 750 x 750 |
| 4. | floors and areas used by vehicles not exceeding 4000 kg gross weight | 18 | 120 x 120 |
| 5. | floors and areas used by vehicles exceeding 4000 kg but not exceeding 9000 | 36 | 120 x 120 |
|
| kg gross weight |
|
|
| 6. | floors and areas used by vehicles exceeding 9000 kg gross weight | 54 | 250 x 600 |
| 7. | Driveways and sidewalks over areaways and basements | 54 | 250 x 600 |
In Plain Language
Floors and roofs must also be designed to handle concentrated loads, forces focused on a small area rather than spread out evenly, at minimum values set in a dedicated concentrated-load table.
This is a plain-language summary of the 2012/2017 Ontario Building Code text above, for general understanding only and not a substitute for the Code. Always confirm current requirements against the 2024 edition (O.Reg. 163/24) or a qualified professional before construction.