Closed theoryshaw closed 9 years ago
hI @PKSimon
Looking good. How about something like this, to simply the jamb detail: http://sketch.openingdesign.com/d/wgruH9vZtL
Can you sync your model with github? I'll take a quick review. Thanks.
Can do the simplification.
I'll try to sync again.
It says it's sync'd. I don't know if that's true.
To see if something was synced back to github you would go here: https://github.com/OpeningDesign/Sports_Complex Then click on 'commits' to see if it registered: Full link here: https://github.com/OpeningDesign/Sports_Complex/commits/master
Did you follow Part 2, in the following document: https://docs.google.com/document/d/1H4i-aCYgKmC-7bXqkoC6XK4VbhrxADHDq_WIN--E6sM/edit
Yes - I cloned it, and the github dashboard recognizes the changes to the Revit file. I failed to commit it.
I've committed it to master, but I still can't see it in commitments.
Sweet, i came though!
Model's looking good.
You might be doing this already, but please change the 'sweeps' and 'families' into MIP extrusions.
For the foundation, think we should use sono tubes down 4ft, w/ rebar into the slab?
Thanks!, Ryan
...or just float the slab?
Will do - Sweeps.
Sonotubes work for frost. I'll get those in as well.
Just to clarify, use MIP 'extusions' only... no sweeps or families.
Thanks.
I'll change the panels - they're not MIP.
@KevinZinsmeister / @andyeck1 Can you chime in here on your suggested approach for the trash enclosure's slab and foundation?
No engineering necessary, just what you typically see in this climate.
Thanks Much, Ryan
Sonotubes will TIN. Should I show them as rectangular piers?
@PKSimon , would like to defer to @KevinZinsmeister on foundation and slab approach.
Thanks.
I currently have the slab modeled as floating, 6", 3500#, 6x6x10 WWF, 6" #57 compacted under, to 6" beyond edge of slab.
Looking for some clarity on what is meant by "sonotubes will TIN."
The proposed slab and stone are reasonable. A sonotube should be provided at each post and should extend at least 60" below grade to help prevent frost heave of the slab. Since we're using sonotubes and not a frost wall, we would recommend using #4@16" OC each way to reinforce the slab instead of the 6x6x10 WWF. The slab should be tied to each sonotube with a #5 24"x24". Between the sonotubes and the building's foundation wall to the south, the slab should not heave.
The TIN comment was about graphics - not a structural issue at all. Will make those changes.
Shots incorporating what I believe to be correct - all elements are MIP generic models. There are some curves for the reinforcement and Sonotube extrusion profiles - the reinforcement is approximate in the sense that the bend sweeps aren't represented in the extrusions.
If appropriate, I'll upload.
Hi Phil, yes please upload. Will take a look.
Uploaded.
Hi Phil,
can we simplify the jambs? Like this..
You don't need to follow the door layout/dimension in that (Xcel_Sports Complex.rvt) file. That is not accurate. Your detailing and layout will take precedent.
Thanks.
Will do. It won't take long.
Cool.. you can start laying out the sheet too.
You can pull a title sheet block from that (Xcel_Sports Complex.rvt) file.
Just use the 'material tag' (by name) manually for now--we'll use @dimven script in the future.
Thanks, Ryan
Uploaded revised file with hinge detail and sheet layout. I hope I didn't do anything wrong there.
Hi Phil, it looking good. Just a couple things...
Thanks Much, Ryan
Will do.
Axxx Trash Enclosure.pdf-outdated
aaaaand.....I just realized I did every tag backwards. I'll fix that.
Corrected. Axxx Trash Enclosure.pdf