posted 10 years ago
Hi thanks for getting the ideas flowing for me. I didn't think about all the load on potentially three joists, so maybe I could box that section off, make a 4x12 section with the joists running opposite to disperse the load with a couple more tubes in there. Or I could pour a slab, but again, trying to avoid the who concrete truck thing. Mixing a slab that size on site seems like a pain in the rear. We essentially have no frost level to seek of here, since the ground is rarely frozen. Damp, cool, cloudy winters, lots of rain. I will chat with some framer friends about the frost level stuff for the local area.