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Mortar should be limited to those mixes conforming to ASTM C270. Admixtures and additives for workability are not typically recommended. Type N mortar should be used in veneer construction, except in areas of expected high wind loads, i.e., over 25psf (1.2 kPa). In these areas, Type S mortars should be used See Brick Industry Association Technical Notes 8 series. Glazed
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