- BOND BEAM SPACING TO MEET STRUCTURAL REQUIREMENTS
- TYPICALLY SPACED AT 2400mm WITH INTERMEDIATE JOINT REINFORCEMENT EVERY SECOND OR THIRD COURSE
- TYPICALLY TWO 15M HORIZONTAL BARS WITH ONE ROW OF VERTICAL BARS CENTERED BETWEEN HORIZONTAL BARS
- GROUT STOP MESH LAID IN BED JOINT TO CONTAIN HIGH SLUMP GROUT