Notes to Table 9.10.13.1.:
9.11.1.4. Adjoining Construction (1) This Article applies where the required protection is provided in accordance with Clause 9.11.1.1.(1)(b) and compliance is demonstrated in accordance with Clause 9.11.1.3.(2)(b). (2) Flanking wall assemblies connected to a separating floor or ceiling assembly shall be constructed with, (a) concrete or concrete block having a mass per area greater than 200 kg/m2 , or (b) gypsum board finish that, (i) is supported on wood or steel framing, and (ii) ends or is interrupted where it meets the structure of the separating floor or ceiling assembly. (3) Flanking wall and ceiling assemblies connected to a separating wall assembly shall be constructed with, (a) concrete or concrete block having a mass per area greater than 300 kg/m2, or (b) gypsum board finish that, (i) is supported on wood or steel framing, and (ii) ends or is interrupted where it meets the structure of the separating wall assembly or, for double-stud walls, where it meets the space between the two lines of studs. (4) Flanking floor assemblies connected to a separating wall assembly shall be, (a) constructed, (i) with concrete having a mass per area greater than 300 kg/m2 , or (ii) in accordance with Section 9.16., or (b) supported on joists or trusses that are not continuous across the junction and are covered with floor treatments in accordance with Table 9.11.1.4. for the applicable wall construction. Table 9.11.1.4.   Floor Treatments for Flanking Wood-Framed Floor Assemblies in Horizontally Adjoining Spaces Forming Part of Sentence 9.11.1.4.(4) Item   Column 1 Type of Separating Wall Assembly with STC ≥ 50 from MMAH Supplementary Standard SB-3, “Fire and Sound Resistance of Building Assemblies”   Column 2 Minimum Requirements for Floor Treatments Applied over Subfloor of Wood-Framed Flanking Floor Assemblies on Both Sides of Floor/Wall Junction 

  1.   W5, W6, W10, W12 (staggered studs)    (a) Wood strip flooring not less than 16 mm thick aligned parallel to separating wall,  (b) one layer OSB or plywood not less than 15.5 mm thick plus finished flooring, or  (c) one additional material layer plus finished flooring having a combined mass per area not less than 8 kg/m² 

  2.   W4, W11 (staggered studs)    (a) One layer of OSB or plywood not less than 12.5 mm thick plus hardwood strip flooring not less than 19 mm thick aligned parallel to separating wall, or  (b) one additional material layer plus finished flooring having a combined mass per area 16 kg/m² 

  3.   W8, W9 (staggered studs)    (a) Concrete or gypsum concrete topping not less than 19 mm thick bonded to the subfloor plus finished flooring, or  (b) one additional material layer plus finished flooring having a combined mass per area not less than 32 kg/m² 

  4.   W13, W14, W15 (double stud walls)   Where a continuous subfloor or other rigid materials at the floor/wall junction provide structural connection between the two rows of studs in the separating wall:  (a) hardwood strip flooring not less than 16 mm thick aligned parallel to separating wall,  (b) one layer OSB or plywood not less than 15.5 mm thick plus finished flooring, or  (c) one additional material layer plus finished flooring having a combined mass per area not less than 8 kg/m² Any finished flooring where the subfloor and other rigid materials are not connected at the floor/wall junction and where there are no structural connections between the two rows of studs in the separating wall 

  5.   B1 to B10   Any finished flooring Section 9.12. Excavation 9.12.1. General