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From [Institution name]
| Conventional Stud Frame Size at 600 mm (24") o.c. Spacing |
IPB Wall Panels Double Wood Stud Spline at 1.2 m (4') o.c. |
Building Height (maximum storey height as per NBC) |
|---|---|---|
38 mm x 140 mm (2 x 6) |
two 38 mm x 140 mm (2 x 6) |
Two-storey (maximum storey height)Footnote (1) |
| Panel Test |
Units |
IPB Wall Panels with two 38 mm x 140 mm (2 x 6) studs at 1.2 m (4') o.c. |
Wood Frame with 38 mm x 140 mm (2 x 6) at 600 mm (24") o.c. |
Performance FactorFootnote (1) |
|---|---|---|---|---|
Axial Test (1.2 m x 3.05 m (4' x 10’) panels) |
|
|||
Avg. Max Load |
kN |
203.6 |
167.3 |
1.22 |
Avg. Load at Δ =3 mm |
kN |
26.9 |
26.7 |
1.01 |
| Transverse Test |
Units |
IPB Wall Panels with two 38 mm x 140 |
Wood Frame with 38 mm x 140 mm |
Performance |
(2.4 m x 3.05 m (8' x 10') assembly) |
|
mm (2 x 6) studs at 1.2 m (4') o.c. |
(2 x 6) at 600 mm (24") o.c. |
FactorFootnote (1) |
Avg. Max Load |
kN |
91.1 |
44.9 |
2.03 |
Avg. Load at L/360 |
kN |
17.0 |
8.2 |
2.07 |
Avg. Load at L/180 |
kN |
36.0 |
16.3 |
2.21 |
|
||||
| Racking Load (2.4 m x 3 m (8' x 10') assembly) |
Units |
IPB Wall Panels with two 38 mm x 140 mm (2 x 6) studs at 1.2 m (4') o.c. |
Wood Frame with 38 mm x 140 mm (2 x 6) at 600 mm (24") o.c. |
Performance FactorFootnote (1) |
Avg. Ultimate Lateral Capacity |
kN |
61.5 |
25.5 |
2.41 |
Lateral Deflection at 5 kNFootnote (2) |
mm |
3.5 |
5.7 |
0.61 |
| Requirement |
Evidence |
|---|---|
Adhesive Qualification –Appendix III ICC- ES AC05, Type 2, Class II |
MOR-AD 647 manufactured by Dow Chemical (formerly Rohm and Haas). Dow Chemical test data confirmed compliance of the entire MOR-AD 600 series. |
Expanded Polystyrene Type 1, meet ULC S701-05 |
See CCMC 12424-L |
OSB panels, meet CSA O325-07 |
Certified by the APA to CSA O325. Span rating of 1R24/2F16/W24 |