Notarealsignguy
Arial - it's almost helvetica
We have some 36w x 24h reflective signs that the customer wants mounted on single U-channel. Do you think 080 would be sufficient or do we need to step up to .125?
That's what they have now, it looks like the loch ness monster got ahold of it. Still attached to the posts thoughThat would never work up here in the north. I also doubt with the high winds you get during hurricanes and other tropical storms it would hold up well. It'll wibble/wobble like crazy, even cemented in the ground. The sign will hold up, just not the installation.
They just get a bill and 4 signs of my choosing. The check at the end drowns out any complainingGive them a price for 1/8, then give them the price for 081 and tell him first wind storm it will look like the Loch Ness monster ate it, their choice!
8 out of 10 times the customer listens when we tell them they need a beefier spec, the other two on a 10 times when they come back complaining we say well, we told you what we recommended and you went with the cheaper option.. so that's what you got.
Give them a price for 1/8, then give them the price for 081 and tell him first wind storm it will look like the Loch Ness monster ate it, their choice!
8 out of 10 times the customer listens when we tell them they need a beefier spec, the other two on a 10 times when they come back complaining we say well, we told you what we recommended and you went with the cheaper option.. so that's what you got.
I think the sign gets hit on a regular basis so a single pole would maybe have more give? They just called and need it tomorrow sooooo it's either gonna be 080 if we have a drop or 6mm with 3 holes in it. Apparently someone hit it with an excavator.
See Burton, now you're getting it. It's not hack work, it's job security.On second thought, repeat business is always better than a permanent solution.
I think the footer needs to be widerI would do something like the attached... anything less and it will just topple over... like Gino said. Do it right the first time. Might want to get your own engineering to verify.
View attachment 169549
Does the ground in FL go that deep?I would do something like the attached... anything less and it will just topple over... like Gino said. Do it right the first time. Might want to get your own engineering to verify.
View attachment 169549