Hi,
In face of the possible cap and trade bill and other state of affairs, I have decided to build a root cellar. Study is done and here is what I intend. Please let me know if you think it will stand. I am building a greenhouse next and plan on canning. The constant uderground temp will help in the heat (100-110) may - aug.
Average rainfall 10" . peak 1.4" in August.
8x12x 7 height structure flat roof. 3ft load of dirt. Plastic wrapped. 1" gravel on top and sides prior to infill.
All wood except roof and floor is pressure treated douglas fir. Using derated 1450 psi for Moment calcs.
10" W x 12" deep concrete foundation. 2x6 sill and top plate.
2x6 wall studs on 12" centers.
2x10 x8 roof joist using joist hangers for connection.
2x6 x8 on 24" centers floor joist.
5/8 " plywood for roof, walls and floor.
3' door opening.
Calculated soil load at 10lbs/sqft per inch..soaked ..same for gravel.
= 360lbs/sqft. + 15lb/sqft framing load. 375.
roof load capacity 502 lbs/sqft.
assuming equal load on studs = 960 lbs.
Thanks in advance for your comments 