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Results of Testing of Component Requirements for the Product
Component	Requirement	Result
Thermal insulation	CAN/ULC-S701-11, "Thermal Insulation, Polystyrene, Boards and Pipe Covering"	Meets CAN/ULC-S701
Vinyl siding	CAN/CGSB-41.24-95, "Rigid Vinyl Siding, Soffits and Fascia"	Meets CAN/CGSB-41.24

Results of Testing of Wind Load Resistance Requirements for the Product
Test	Model	Requirement^{Footnote (1)}^, ^{Footnote (2)}^, ^{Footnote (3)}	Result
Deformation under sustained load	HAVD7, TMD7IP/16I, TMT6IP/616I	No damage observed after a sustained pressure for 1 hour at a maximum pressure of ± 850 Pa.	Q₅₀ < 0.85 kPa
Deformation under sustained load	D10BBIP, HAVBB10, HAVD612/616, TMQ4IP, TMQ45IP	No damage observed after a sustained pressure for 1 hour at a maximum pressure of ± 450 Pa.	Q₅₀ < 0.45 kPa
Cyclic loading	HAVD7, TMD7IP/16I, TMT6IP/616I	No damage observed after 2 000 cycles reversing from positive to negative pressures at a maximum of ± 1 240 Pa.	Q₅₀ < 0.85 kPa
Cyclic loading	D10BBIP, HAVBB10, HAVD612/616, TMQ4IP, TMQ45IP	No damage observed after 2 000 cycles reversing from positive to negative pressures at a maximum of ± 660 Pa.	Q₅₀ < 0.45 kPa
Safety (gust loads)	HAVD7, TMD7IP/16I, TMT6IP/616I	No damage observed after a maximum applied pressure of ± 1 850 Pa for 3 seconds.	Q₅₀ < 0.85 kPa
Safety (gust loads)	D10BBIP, HAVBB10, HAVD612/616, TMQ4IP, TMQ45IP	No damage observed after a maximum applied pressure of ± 980 Pa for 3 seconds.	Q₅₀ < 0.45 kPa

Notes:

Footnote 1

Q₅₀ represents the 1-in-50 probability of the designated wind speed being exceeded in any given year. Geographical areas and their corresponding reference wind velocity pressures are indexed in the NBC 2015.

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Footnote 2

The table is generally intended for non-post-disaster low-rise buildings that have a height from grade to the uppermost roof of 12 m or less, and are located within a build-up area, no less than 120 m away from the boundary between this area and open terrain, including bodies of water upwind of the building.

Return to footnote 2 referrer

Footnote 3

The table did not take into account the site-specific topographic factor Ct, where Ct = 1.0, except for buildings that are constructed on hills or escarpments with a slope defined in Article 4.1.7.4., Topographic Factor, of the NBC 2015. For buildings constructed on hills and escarpments, anticipated wind pressures may be greater.

Return to footnote 3 referrer

Results of Testing of Deflection Measurements for the Product
Product Profile	Hourly Wind Pressure	Test Wind Pressure (Pa)^{Footnote (1)}	Maximum Deflection (mm)^{Footnote (2)}
TMT6IP/616I	Q₁₀ ≤ 0.80 kPa	+2 640	41.9
TMT6IP/616I	Q₁₀ ≤ 0.80 kPa	−2 640	97.8
HAVD7, TMD7IP/16I	Q₁₀ ≤ 0.80 kPa	+2 640	35.1
HAVD7, TMD7IP/16I	Q₁₀ ≤ 0.80 kPa	−2 640	75.7
TMQ45IP	Q₁₀ ≤ 0.40 kPa	+1 320	14.0
TMQ45IP	Q₁₀ ≤ 0.40 kPa	−1 320	30.0
TMQ4IP	Q₁₀ ≤ 0.40 kPa	+1 320	14.7
TMQ4IP	Q₁₀ ≤ 0.40 kPa	−1 320	58.7
HAVD612/616	Q₁₀ ≤ 0.40 kPa	+1 320	24.9
HAVD612/616	Q₁₀ ≤ 0.40 kPa	−1 320	32.0
D10BBIP, HAVBB10	Q₁₀ ≤ 0.40 kPa	+1 320	25.9
D10BBIP, HAVBB10	Q₁₀ ≤ 0.40 kPa	−1 320	37.1

Results of Testing of Fire Performance for the Product^{Footnote (1)}^, ^{Footnote (2)}
Property	Requirement	Result
Flame-spread rating	Report value	40
Smoke development	Report value	440

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