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From [Institution name]
Conventional Stud Frame Size at 600 mm o.c. Spacing |
Ecopan Double Wood Stud Spline at 1.2 m o.c. |
Building Height (max. storey height) |
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38 mm × 140 mm |
2 – 38 mm × 140 mm studs |
Two-storey (3.0 m max. storey height) |
EnerSIP-manufactured Ecopan Panels |
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Requirement Alternative Solution ≥ Acceptable SolutionFootnote (1) |
Tested Specimens as per ASTM E 72 |
Strength (Total Load Uniform Load) |
Result |
Axial capacity (ultimate load) |
1.2 mFootnote (2) × 3.0 m wood-frame walls w/38 mm × 140 mm at 600 m o.c. |
155.86 kN |
305.0 > 155.86 kN Pass |
1.2 mFootnote (2) × 3.0 m Ecopan w/2 – 38 mm × 140 mm at 1.2 m o.c. |
305.0 kN |
305.0 > 155.86 kN Pass |
|
Axial capacity at 3 mm axial deformation |
1.2 mFootnote (2) × 3.0 m wood-frame walls w/38 mm × 140 mm at 600 m o.c. |
40.9 kN |
61.2 > 40.9 kN Pass |
1.2 mFootnote (2) × 3.0 m Ecopan w/2 – 38 mm × 140 mm at 1.2 m o.c. |
61.2 kN |
61.2 > 40.9 kN Pass |
|
Transverse (bending) capacity (ultimate load) |
1.2 mFootnote (2) × 3.0 m wood-frame walls w/38 mm × 140 mm at 600 m o.c. |
32.3 kN |
37.3 > 32.3 kN Pass |
1.2 mFootnote (2) × 3.0 m Ecopan w/2 – 38mm × 140 mm at 1.2 m o.c. |
37.3 kN |
37.3 > 32.3 kN Pass |
|
Transverse (bending) capacity at lateral deflection limits |
1.2 mFootnote (2) × 3.0 m wood-frame walls w/38 mm × 140 mm at 600 m o.c. |
|
Alternative solution load > acceptable solution load at equivalent deflection Pass |
1.2 mFootnote (2) × 3.0 m Ecopan w/2 – 38 mm × 140 mm at 1.2 m o.c. |
|
Alternative solution load > acceptable solution load at equivalent deflection Pass |
|
Racking load capacity (ultimate lateral load) |
2.4 m x 3.0 m wood-frame walls w/38 mm × 140 mm at 600 m o.c. |
20.6 kN |
29.0 > 20.6 kN Pass |
2.4 m × 3.0 m Ecopan w/2 – 38 mm × 140 mm at 1.2 m o.c. |
29.0 kN |
29.0 > 20.6 kN Pass |
|
Lateral load at lateral displacement |
2.4 m × 3.0 m wood-frame walls w/38 mm × 140 mm at 600 m o.c. |
|
4.7 mm < 9.2mm Pass |
2.4 m × 3.0 m Ecopan w/2 – 38 mm × 140 mm at 1.2 m o.c. |
|
4.7 mm < 9.2mm Pass |
InGreen Systems-manufactured Ecopan Panels |
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Requirement Alternative Solution ≥ Acceptable SolutionFootnote (1) |
Tested Specimens as per ASTM E72 |
Strength (Total Load Uniform Load) |
Result |
Axial capacity (ultimate load) |
1.2 mFootnote (2) × 3.0 m wood-frame walls w/38 mm × 140 mm at 600 m o.c. |
155.8 kN |
290.2 > 155.8 kN Pass |
1.2 mFootnote (2) × 3.0 m Ecopan w/2 – 38 mm × 140 mm at 1.2 m o.c. |
290.2 kN |
290.2 > 155.8 kN Pass |
|
Axial capacity at 3 mm axial deformation |
1.2 mFootnote (2) × 3.0 m wood-frame walls w/38 mm × 140 mm at 600 m o.c. |
40.9 kN |
74.9 > 40.9 kN Pass |
1.2 mFootnote (2) × 3.0 m Ecopan w/2 – 38 mm × 140 mm at 1.2 m o.c. |
74.9 kN |
74.9 > 40.9 kN Pass |
InGreen Systems-manufactured Ecopan Panels, cont. |
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Requirement Alternative Solution ≥ Acceptable SolutionFootnote (1) |
Tested Specimens as per ASTM E 72 |
Strength (Total Load Uniform Load) |
Result |
|
Transverse (bending) capacity (ultimate load) |
1.2 mFootnote (2) × 3.0 m wood-frame walls w/38 mm × 140 mm at 600 m o.c. |
32.3 kN |
44.8 > 32.3 kN Pass |
|
1.2 m Footnote (2) × 3.0 m Ecopan w/2 – 38 mm × 140 mm at 1.2 m o.c. |
44.8 kN |
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Transverse (bending) capacity at lateral deflection limits |
1.2 mFootnote (2) × 3.0 m wood-frame walls w/38 mm × 140 mm at 600 m o.c. |
|
Alternative solution load > acceptable solution load at equivalent deflection Pass |
|
1.2 mFootnote (2) × 3.0 m Ecopan w/2 – 38 mm × 140 mm at 1.2 m o.c. |
|
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Racking load capacity (ultimate lateral load) |
2.4 m × 3.0 m wood-frame walls w/38 mm × 140 mm at 600 m o.c. |
20.6 kN |
51.7 > 20.6 kN Pass |
|
2.4 m × 3.0 m Ecopan w/2 – 38 mm × 140 mm at 1.2 m o.c. |
51.7 kN |
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Lateral load at lateral displacement |
2.4 m × 3.0 m wood-frame walls w/38 mm × 140 mm at 600 m o.c. |
|
7.74 mm < 9.2 mm Pass |
|
2.4 m × 3.0 m Ecopan w/2 – 38 mm × 140 mm at 1.2 m o.c. |
|
EnerSmart-manufactured Ecopan Panels |
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Requirement Alternative Solution ≥ Acceptable SolutionFootnote (1) |
Tested Specimens as per ASTM E 72 |
Strength (Total Load Uniform Load) |
Result |
Axial capacity (ultimate load) |
1.2 mFootnote (2) × 3.0 m wood-frame walls w/38 mm × 140 mm at 600 m o.c. |
155.8 kN |
313.42 > 155.8 kN Pass |
1.2 mFootnote (2) × 3.0 m Ecopan w/2 – 38 mm × 140 mm at 1.2 m o.c. |
313.42 kN |
313.42 > 155.8 kN Pass |
|
Axial capacity at 3 mm axial deformation |
1.2 mFootnote (2) × 3.0 m wood-frame walls w/38 mm × 140 mm at 600 m o.c. |
40.9 kN |
86.6 > 40.9 kN Pass |
1.2 mFootnote (2) × 3.0 m Ecopan w/2 – 38 mm × 140 mm at 1.2 m o.c. |
86.6 kN |
86.6 > 40.9 kN Pass |
|
Transverse (bending) capacity (ultimate load) |
1.2 mFootnote (2) × 3.0 m wood-frame walls w/38 mm × 140 mm at 600 m o.c. |
32.3 kN |
52.9 > 32.3 kN Pass |
1.2 mFootnote (2) × 3.0 m Ecopan w/2 – 38 mm × 140 mm at 1.2 m o.c. |
52.9 kN |
52.9 > 32.3 kN Pass |
|
Transverse (bending) capacity at lateral deflection limits |
1.2 mFootnote (2) × 3.0 m wood-frame walls w/38 mm × 140 mm at 600 m o.c. |
|
Alternative solution load > acceptable solution load at equivalent deflection Pass |
1.2 mFootnote (2) × 3.0 m Ecopan w/2 – 38 mm ×140 mm at 1.2 m o.c. |
|
Alternative solution load > acceptable solution load at equivalent deflection Pass |
|
Racking load capacity (ultimate lateral load) |
2.4 m × 3.0 m wood-frame walls w/38 mm × 140 mm at 600 m o.c. |
20.6 kN |
64.5 > 20.6 kN Pass |
2.4 m × 3.0 m Ecopan w/2 – 38 mm × 140 mm at 1.2 m o.c. |
64.5 kN |
64.5 > 20.6 kN Pass |
EnerSmart-manufactured Ecopan Panels, cont. |
|||
---|---|---|---|
Requirement Alternative Solution ≥ Acceptable SolutionFootnote (1) |
Tested Specimens as per ASTM E 72 |
Strength (Total Load Uniform Load) |
Result |
Lateral load at lateral displacement |
2.4 m × 3.0 m wood-frame walls w/38 mm × 140 mm at 600 m o.c. |
|
5.3 mm < 9.2 mm Pass |
2.4 m × 3.0 m Ecopan w/2 – 38 mm × 140 mm at 1.2 m o.c. |
|
5.3 mm < 9.2 mm Pass |
CCMC Technical Guide Requirement |
Tested Specimen |
Result |
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Adhesive qualification – ICC-ES AC05 Type 2, Class II |
MOR-AD™ M-642 and M-650 (roller coat) manufactured by Dow Chemical Co. (formerly Rohm and Haas Chemicals LLC ) (see ICC-ES Report ESR-1023) |
ICC-ES confirmed compliance of MOR-AD™ M-642/650, as a Type 2, Class II of ICC-ES AC05. This applies to OSB and EPS foam core applications only. |
Expanded polystyrene |
Meets CAN/ULC-S701 via ITS Certification Program |
See CCMC 13393-L |
OSB Panels |
Meet CSA O325 via APA Certification Program |
Certified by APA to CSA O325 and/or PR-N610. Span Rating of 1R24/2F16/W24. |