KMDPE
Structural
- Jun 15, 2008
- 4
Hi,
We had a city inspector stop the contractor from sheathing a roof because the plywood was 4 plies instead of 5. He says that APA requires 19/32" plywood to be a minimum of 5 plies . I have never heard of this requirement before, and everyone I talked to who works in the state of FL has never heard of this requirement. Is his point ligitmate and if so, how is 5-ply better than 4-ply if the overall thickness is the same? Wouldn't more joints (between the plies) mean weaker plywood? Maybe I'm missing something, so I appreciate any input on this.
We had a city inspector stop the contractor from sheathing a roof because the plywood was 4 plies instead of 5. He says that APA requires 19/32" plywood to be a minimum of 5 plies . I have never heard of this requirement before, and everyone I talked to who works in the state of FL has never heard of this requirement. Is his point ligitmate and if so, how is 5-ply better than 4-ply if the overall thickness is the same? Wouldn't more joints (between the plies) mean weaker plywood? Maybe I'm missing something, so I appreciate any input on this.