Michael Cobb
SAWHORSE
I am discussing wood deck posts with a structural engineer her in California. We are reviewing CRC 317.1.4
They believe this code section allows pressure-treated wood to be closer than 6” or even in contact with the ground.
It is their sense the “exceptions” listed in this code section are exceptions that allow wood to NOT be pressure treated. It was my sense the exceptions are listing proximities where even if something is pressure treated it is NOT permissible to use wood.
In my experience, typical wood post bases for decks surrounded by open ground are required to 6” off the ground. Certainly 317.1.2 allows for ground contact wood to be pressure treated, but it is my understanding this only pertains to wood that is not otherwise functioning in the structural capacities listed in the other sections.
Could someone help clarify this? I'm questioning my learning here. If we use pressure-treated posts, can we cast the posts directly into the ground? I didn't think we could, but it is being suggested otherwise. Any help is greatly appreciated. I am attaching a typical detail put out by our local building department also.

They believe this code section allows pressure-treated wood to be closer than 6” or even in contact with the ground.
It is their sense the “exceptions” listed in this code section are exceptions that allow wood to NOT be pressure treated. It was my sense the exceptions are listing proximities where even if something is pressure treated it is NOT permissible to use wood.
In my experience, typical wood post bases for decks surrounded by open ground are required to 6” off the ground. Certainly 317.1.2 allows for ground contact wood to be pressure treated, but it is my understanding this only pertains to wood that is not otherwise functioning in the structural capacities listed in the other sections.
Could someone help clarify this? I'm questioning my learning here. If we use pressure-treated posts, can we cast the posts directly into the ground? I didn't think we could, but it is being suggested otherwise. Any help is greatly appreciated. I am attaching a typical detail put out by our local building department also.
