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From [Institution name]
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 |
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) |
331Footnote (1) |
642 |
204Footnote (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) |
305Footnote (1) |
613 |
178 |
466 |
102 |
378 |
102 |
378 |
|
3 storeys (58.38 kN/m) |
534Footnote (1) |
877 |
331Footnote (1) |
642 |
153 |
437 |
102 |
378 |
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 |