Sanderguy777
Well-known member
(On mobile. Sorry for the formatting, but I want things separated so they're easy to find).
I'm building my parents a couple of 96sq ft storage sheds (the city wants permits for anything more than 100sq ft). One will store a garden tractor (riding mower with a better engine and thicker steel) that weighs 550lbs, and miscellaneous other lawn care stuff. I doubt it ever sees more than 2000lbs total including people grabbing stuff). The other will be for mainly Christmas decor and maybe some old books. Nothing too heavy and probably everything on shelves along the walls.
I built myself a shed a couple years ago. It's 8x12, has 6 posts set in concrete, and used 2x6 floor joists, 3/4" GCPT (ground contact pressure treated) ply flooring, and PT studds and rafters. The only non PT wood on it is the siding and roof sheathing (7/16 OSB and 5/8 ply or OSB respectively). I made some mistakes I want to rectify:
1. Used no construction adhesive on the floor and only 2x6 joists. This means the floor squeaks and moves a bit too much. I want to solve that issue.
2. I put posts in concrete footings that means I can't really fix anything when they inevitably rot (they're just ground contact rated pressure treated, so that will probably not be even 20 years. I'd like these to EITHER last a long time, or at least be a relatively simple fix (yes I have done some jacking up buildings work).
My question with this build is: how do I support the thing? I am trying to figure out if I really need NINE 24" deep 16" piers with a CCA post set in it (that would be 21 bags and $105 of concrete and $46 per 4x6x144" post). Or can I get away with a gravel " pad" and just building on some 4x4s I replace as needed.
We live in SW Missouri, so clay soil, lots of rain and humidity and bugs. They also have a VERY rotten tree and root system under where the sheds are going (the tree has 3 trunks, NO canopy left at all. Not even a twig, and a 6ft section of the trunk just gave up and fell off last week!) WE obviously have tornadoes, but I just want this not to fly away like Dorothy's house in a strong 80mph wind.
I assume I need piers, and wanted to go with an 8" pier in a form, a bracket on top, and then directly bolt the rim joists to the bracket (or probably add a 4x4 post that's just long enough to bolt the bracket to and the joist above it). 9 piers for the mower shed and 6 for the Christmas shed. I was also planning on just 2x8 joists with no sistering and just under 8ft spans)
The alternative option would be the same thing, but using 2x6s, and having 3 CCA rated 4x6s (smallest possible size) on end going between the 6 or 9 piers perpendicular to the joists, just like a deck is built.
The issue is that I am looking at concrete prices and needing 3 bags for an 8" pier and 22 for a 16"! Add to that the 4x6s are $46 per, and then needing spacers to keep them off the pier surface. If I do the normal brackets, they're $15 per and that's $270 if I just did 9 piers per shed like I'm leaning towards.
Is this overkill? Am I overthinking this or am I just realizing what it costs to build a building in 2026?
I'm building my parents a couple of 96sq ft storage sheds (the city wants permits for anything more than 100sq ft). One will store a garden tractor (riding mower with a better engine and thicker steel) that weighs 550lbs, and miscellaneous other lawn care stuff. I doubt it ever sees more than 2000lbs total including people grabbing stuff). The other will be for mainly Christmas decor and maybe some old books. Nothing too heavy and probably everything on shelves along the walls.
I built myself a shed a couple years ago. It's 8x12, has 6 posts set in concrete, and used 2x6 floor joists, 3/4" GCPT (ground contact pressure treated) ply flooring, and PT studds and rafters. The only non PT wood on it is the siding and roof sheathing (7/16 OSB and 5/8 ply or OSB respectively). I made some mistakes I want to rectify:
1. Used no construction adhesive on the floor and only 2x6 joists. This means the floor squeaks and moves a bit too much. I want to solve that issue.
2. I put posts in concrete footings that means I can't really fix anything when they inevitably rot (they're just ground contact rated pressure treated, so that will probably not be even 20 years. I'd like these to EITHER last a long time, or at least be a relatively simple fix (yes I have done some jacking up buildings work).
My question with this build is: how do I support the thing? I am trying to figure out if I really need NINE 24" deep 16" piers with a CCA post set in it (that would be 21 bags and $105 of concrete and $46 per 4x6x144" post). Or can I get away with a gravel " pad" and just building on some 4x4s I replace as needed.
We live in SW Missouri, so clay soil, lots of rain and humidity and bugs. They also have a VERY rotten tree and root system under where the sheds are going (the tree has 3 trunks, NO canopy left at all. Not even a twig, and a 6ft section of the trunk just gave up and fell off last week!) WE obviously have tornadoes, but I just want this not to fly away like Dorothy's house in a strong 80mph wind.
I assume I need piers, and wanted to go with an 8" pier in a form, a bracket on top, and then directly bolt the rim joists to the bracket (or probably add a 4x4 post that's just long enough to bolt the bracket to and the joist above it). 9 piers for the mower shed and 6 for the Christmas shed. I was also planning on just 2x8 joists with no sistering and just under 8ft spans)
The alternative option would be the same thing, but using 2x6s, and having 3 CCA rated 4x6s (smallest possible size) on end going between the 6 or 9 piers perpendicular to the joists, just like a deck is built.
The issue is that I am looking at concrete prices and needing 3 bags for an 8" pier and 22 for a 16"! Add to that the 4x6s are $46 per, and then needing spacers to keep them off the pier surface. If I do the normal brackets, they're $15 per and that's $270 if I just did 9 piers per shed like I'm leaning towards.
Is this overkill? Am I overthinking this or am I just realizing what it costs to build a building in 2026?



