Masonry Wall Expansion Joint Detail

Specification for elastomeric joint sealants e 488.

Masonry wall expansion joint detail.

Below grade november 2 2015. Roof wall interface detail anchored brick veneer cmu backing 01 030 0901. Shrinkage cracks in concrete masonry are not a structural concern. A loose lock is used to join the flashings.

See clay and concrete masonry banding details tek 5 2a ref. When spacing between vertical expansion joints in para. Top of wall detail anchored brick veneer cmu backing 01 030 1311. Base of wall detail brick ledge t fdtn.

Control joints are typically required in exposed above grade concrete masonry walls where shrinkage cracking may detract from the appearance of the wall and to limit moisture or air infiltration. 1 for more detailed information. Changes in height or external materials 3. 1 for more detailed information.

Short returns in clay masonry 2. This detail shows a condition where a new masonry wall is constructed perpendicular to an existing wall. Test method for pullout resistance of ties and anchors embedded in masonry. Location of wall ties with respect to.

Separate copper flashings are inserted wedged and sealed into each reglet. It is necessary to provide expansion joints in long walls to provide for movement of the wall due to thermal and moisture expansion. Window and door openings 4. For brickwork without openings space no more than 25 ft 7 6 m o c.

Vermiculite loose fill insulation c 549. Floor tile expansion joint over concrete control joint november 2 2015. Test methods for strength of anchors in concrete and masonry elements e 754. Base of wall detail anchored brick veneer cmu backing cmu foundation.

This is particularly true in parapet walls and other masonry walls which are exposed to the exterior climatic conditions on both sides. Vertical expansion joints in brick veneer. Concrete masonry banding details tek 5 2a ref. Specification for masonry joint reinforcement c 516.

In modern masonry cavity walls these two different masonry wythes are connected with flexible connections so control joints in the cmu back up wall can be located independently of the expansion joints in the brick veneer. Control joints are typically required in exposed above grade concrete masonry walls where net aesthetic shrinkage cracking may detract from the appearance of the wall and to limit moisture or air infiltration. A vertical reglet is cut into each wall. Slab curl failed tile over curled concrete.

Building expansion joint new wall at existing wall.