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Richmond Hill By-law 973, s. 973.3.25 — Structural capacity - lateral wind pressure Fences greater than 1.8 m (5.9 ft.) in height shall be designed to withstan d a lateral wind pressure of.718 K Pa. (15 psf)

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Structural capacity - lateral wind pressure Fences greater than 1.8 m (5.9 ft.) in height shall be designed to withstan d a lateral wind pressure of.718 K Pa. (15 psf).

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