Content page

Results of Testing of Performance Requirements of the Product at Maximum Height
Property	Test	Requirement	Result
Water vapour permeance	ASTM E 96	≤ 170 ng/Pa·s·m2	20.8 ng/Pa·s·m²
Lateral load	ASTM E 72-05	≥ 1 602 kg/m2/m	Pass
Axial load	ASTM E 72-05	≥ 109.453 kN/m	> 669.929 kN/m
Brick ledge	ASTM E 72-05	≥ 42.320 kN/m	Pass
Interior transverse loading (negative wall pressure)	ASTM E 72-05	Tested to failure	11.6 kPa
Exterior transverse loading (positive wall pressure)	ASTM E 72-05	Tested to failure	22.4 kPa

Footing Design Requirements for the Product^{Footnote (2)}
Minimum Depth and Width of 13-mm Clean Crushed Stone Footing (mm)^{Footnote (3)}
Construction Type (Assumed Wall Loading)		Soil Loadbearing Capacity (kPa)
		75 kPa		100 kPa		150 kPa		≥ 200 kPa
		Depth	Width	Depth	Width	Depth	Width	Depth	Width
Conventional light-frame construction	1 storey (16.05 kN/m)	102	378	102	378	102	378	102	378
	2 storeys (26.29 kN/m)	153	437	102	378	102	378	102	378
	3 storeys (42.34 kN/m)	331^{Footnote (1)}	642	204^{Footnote (1)}	496	102	378	102	378
Masonry veneer over light-frame construction	1 storey (21.91 kN/m)	102	378	102	378	102	378	102	378
	2 storeys (39.41 kN/m)	305^{Footnote (1)}	613	178	466	102	378	102	378
	3 storeys (58.38 kN/m)	534^{Footnote (1)}	877	331^{Footnote (1)}	642	153	437	102	378

Lateral Support and Sill Plate Anchorage of Product to Wood-Frame Floors
Top of Foundation Wall Fastening Schedule
Backfill Height	Joist Height	Sill Plate Bolting	Brace and Block Spacing	Number of Solid Blocks Required	Minimum Distance of Blocking
2.286 m to 2.896 m	≥ 254 mm	One 12.7-mm bolt at 609.6 mm o.c.	1 220 mm o.c. and 305 mm from the interior of each corner	3	1 524 mm
2.286 m to 2.896 m	< 254 mm	One 12.7-mm bolt at 609.6 mm o.c.		2	1 220 mm
0 m to 2.286 m	Any height	One 12.7-mm bolt at 1 219.2 mm o.c.		1	610 mm

Language selection