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9.15.3.3.(3)
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Application
Application 1: 
Design of concrete footings for foundations for buildings to which Part 9 applies [see Sentence 1.3.3.3.(1) of Division A for application of Part 9], where the specified live load on any floor supported by the footings exceeds 2.4 kPa, the foundations are not subject to surcharge, and:
  • the footings support
    • foundation walls of masonry, concrete, or flat insulating concrete form walls
    • above-ground walls of masonry, flat insulating concrete form walls or light wood-frame construction, and
    • floors and roofs of light wood-frame construction [see Article 9.4.2.1.], and
  • the span of supported joists does not exceed 4.9 m.
Exceptions: 
except as stated in Sentence 9.15.1.2.(1), which applies to foundations and footings for buildings erected on permafrost.
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Intent
Intent 1: 
To expand the application of Section 4.2. to include footings for Part 9 buildings where live loads exceed the application of Table 9.15.3.4. and the criteria of Sentence 9.15.3.4.(2).
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