Hello,
I'm building a 12x24 shed this summer and am creating the plans to help me figure out how it will look and go together.
I've decided to build it on a pier foundation with 12 piers altogether - 3 rows of 4.
I'll be using PT 2x6 as the foundation frame with joists 16" OC and each joist attached to Simpsons strong ties with 16d galvanized nails. I'll also be attaching blocking between each joist to stop them bowing inwards/outwards.
For the foundation though, the 2x6 joists will be 8' in length so the 2 center piers will have 2 2x6's resting on one off the 'saddles'. I'm worried that this might causing bowing as 2x6 won't be 'continuous'.
I've drawn it up in Paint to illustrate:
Where the 2x6's meet in the middle saddle, how can I stop the joists from lifting up under a heavy weight?
I'm building a 12x24 shed this summer and am creating the plans to help me figure out how it will look and go together.
I've decided to build it on a pier foundation with 12 piers altogether - 3 rows of 4.
I'll be using PT 2x6 as the foundation frame with joists 16" OC and each joist attached to Simpsons strong ties with 16d galvanized nails. I'll also be attaching blocking between each joist to stop them bowing inwards/outwards.
For the foundation though, the 2x6 joists will be 8' in length so the 2 center piers will have 2 2x6's resting on one off the 'saddles'. I'm worried that this might causing bowing as 2x6 won't be 'continuous'.
I've drawn it up in Paint to illustrate:
Where the 2x6's meet in the middle saddle, how can I stop the joists from lifting up under a heavy weight?
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