I was reading the code for an answer as to how thick and the exact design specifications for a concrete foundation. I found great guidance on the footings, but not the walls. I found this language "Concrete and masonry foundation walls shall be selected and constructed in accordance with the provisions of this section or in accordance with ACI 318, NCMA TR68-A or ACI 530/ASCE 5/TMS 402 or other approved structural standards"
When I look for ACI standards I can only find links to them for big bucks. Can anyone point me to where I can find this on-line or some type of guide.
Are you talking about full height walls, Squirl or just a stem wall? Concrete or Block.
Here it is 2 continuous #4 in the footing if not specified otherwise with no requirement for the stem-wall.
6 ft walls for a foundation with 4 ft below grade 2 above for a crawl space. Both poured and block. Looking for thickness and rebar requirements or any guides along those lines. Or what ACI 318 NCMA TR68-A or ACI 530/ASCE 5/TMS 402 are. It is referenced quite frequently in the code, but I can't find any public resource to review it.
Does your IRC codebook have the R404.1.1 tables 1-5 of reinforcement?
No. It didn't. I was able to search for that exact table and I think I found what I needed. Thank you very much Don.