Hi everyone,
I’m working on several residential projects that involve installing concrete driveways and patios, and I want to make sure everything meets building code requirements. I’ve come across different guidelines regarding slope, thickness, and reinforcement, and I’m hoping to get some clarification from those with experience.
For example, I’ve read that the minimum slope requirement for drainage is typically 2%, but I’ve also seen cases where slightly less is allowed depending on the site conditions. Similarly, when it comes to thickness, I usually aim for 4 inches for patios and at least 5-6 inches for driveways, but I know that some local codes may have stricter requirements, especially for heavy vehicle loads.
I also want to make sure I’m placing control and expansion joints correctly to prevent cracking over time. I know spacing is crucial, but does anyone follow a specific rule of thumb when determining the best placement?
Has anyone dealt with code inspections related to concrete flatwork? What should I be double-checking to ensure everything passes smoothly?
I’m working on several residential projects that involve installing concrete driveways and patios, and I want to make sure everything meets building code requirements. I’ve come across different guidelines regarding slope, thickness, and reinforcement, and I’m hoping to get some clarification from those with experience.
For example, I’ve read that the minimum slope requirement for drainage is typically 2%, but I’ve also seen cases where slightly less is allowed depending on the site conditions. Similarly, when it comes to thickness, I usually aim for 4 inches for patios and at least 5-6 inches for driveways, but I know that some local codes may have stricter requirements, especially for heavy vehicle loads.
I also want to make sure I’m placing control and expansion joints correctly to prevent cracking over time. I know spacing is crucial, but does anyone follow a specific rule of thumb when determining the best placement?
Has anyone dealt with code inspections related to concrete flatwork? What should I be double-checking to ensure everything passes smoothly?