- Will a concrete masonry veneer require horizontal joint reinforcement?
- Are steel shelf angles required to support masonry veneer with block backup?
- What are the industry recommendations on recesses in masonry veneer?
- What are the industry recommendations for banding dissimilar masonry veneer materials?
- When should ladder-type joint reinforcement be used and when should truss-type joint reinforcement be used?
- Are there Code requirements for joint reinforcement in masonry laid in stack bond?
- Are there Code requirements, in addition to horizontal reinforcement, for masonry laid in stack bond?
- Can heavy-duty 3/16-inch joint reinforcement be specified and used in a standard 3/8-inch thick mortar joint?
- When are rigid steel connectors (strap anchors) required for anchoring intersecting masonry walls?
- How should intersecting masonry walls be connected?
- In accordance with TMS 602-11, cleanouts are not required for grout pours less than or equal to 5 ft-4 in. For grout pours exceeding 5 ft 4 in., can cleanouts be eliminated through a grout demonstration panel?
- For an interior “clean room” utilizing glazed masonry unit walls, how should mortar joints be specified to facilitate cleaning?
- How does one determine the fire resistance rating of an existing, single wythe, hollow concrete masonry wall?
- Can the fire resistance rating of an existing, single wythe concrete masonry wall be improved by adding wall finishes?
- Can the fire resistance rating of an existing, single wythe, hollow concrete masonry wall be improved by filling the cells?
- Can horizontal joint reinforcement be field fabricated to create 90 degree corners?
- How is mortar for masonry construction specified?
- How do I determine what mortar Type to specify?
- How does one determine the fire resistance rating of a single wythe concrete masonry wall when only some of the cells are grouted?
- When should mortar cube testing be performed?
- Is the compressive strength of mortar important?
- In commercial construction, how should the horizontal leg of flashing at the base of the wall be terminated when the masonry veneer extends below grade?
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