International Association of Certified Home Inspectors
|
|||||||
| Structural Inspections Contains discussions about the structural portion of a home inspection. This includes foundations, framing, etc. |
![]() |
|
|
LinkBack | Thread Tools |
|
#1
|
|||
|
|||
|
Is there a top or bottom to steel posts? I have always seen them and installed them with the screw portion at the top. A local builder has began installing them reverse (with screw portion at the floor). Does this matter? I inspected a home last week that had some one way and some the other.
Thanks |
|
#2
|
||||
|
||||
|
Quote:
Do you have a picture? You can argue with intelligent people but to argue with a mush head is like trying to grab fog-Thomas Sowell |
|
#3
|
|||
|
|||
|
Thanks
|
|
#4
|
||||
|
||||
|
They do not appear to be fastened correctly.
|
|
#5
|
||||
|
||||
|
Quote:
This may help you a bit. I write-up screw type jacks or posts as "temporary supports." So it doesn't matter to me which end is up, it needs to come out after a permanent support is installed. IF YOUR INSPECTOR IS NOT USING THERMAL IMAGING, YOU'RE NOT GETTING THE WHOLE PICTURE Jeff Pope JPI Home Inspection Service Santa Clarita CA (661) 212-0738 http://www.MyInspector.net Good article on the subject. [Article contents removed at the request of copyright holder. See http://www.octoberhome.com/articles/...ustcolumn.html for full article.] SIDEBAR Aren't these columns called lallys? Well, yes. I've heard that term used a lot. Lally columns or lolly columns are terms that are widely used in my area (Hudson Valley, NY) for any steel column. The terms also appear in various construction dictionaries. Originally a Lally Column was a proprietary name for the concrete filled steel column invented by John Lally. Many people feel that the term should only be spelled “Lally” and that it should only be applied to concrete filled steel columns. Perhaps they're right. But, of course, language is fluid and in this case the popular use may have become the accepted use. Marcel LEED Green Associates InachiAwardsPortal: Inachi US Member of the Year Award 2009 Last edited by inxil; 3/17/09 at 12:06 PM.. Reason: Article content removed at the request of the copyright holder |
|
#6
|
||||
|
||||
|
Here is a quick guide to inspecting steel columns and temporary jack posts.
http://www.octoberhome.com/articles/...ustcolumn.html After you've noted whether the column before you is a permanent or temporary column, inspect for permanent column restraint which is required for compliance to the ICC-ES criteria, the CCMC and the IRC. That is, the bottom plate must be permanently connected to a concrete footing with embedded anchor bolts or by the complete encasement of the bottom base plate in concrete. The top plate must be secured to the supported load. You can argue with intelligent people but to argue with a mush head is like trying to grab fog-Thomas Sowell |
|
#7
|
|||
|
|||
|
Please Note:
Brian A. MacNeish is a non-member guest and is in no way affiliated with InterNACHI or its members.
OMG, they pre-cut the concrete floor to control cracking.......never have seen that in a house up here!!!
|
|
#8
|
|||
|
|||
|
Great info! Thanks for the help.
|
|
#9
|
||||
|
||||
|
Make sure those are the right size bent nails.
|
|
#10
|
||||
|
||||
|
Thanks Marcel and Mike
Good information to note book |
|
#11
|
||||
|
||||
|
Wow, this could be called out on allot of inspections.
|
|
#12
|
||||
|
||||
|
See it all the time around here. Bad repair contractor or just the owner wanting to save the cost of a strucural engineer.
Not a permenent support, for temporary kacking purposes, only. Will Decker, CMI ILL License # 450.0002240 Board Certified Master Inspector Decker Home Services, LLC Chicago and Northern Suburban Home Inspections Office: (847) 676-8393 Cell: (847) 609-2345 Home: (847) 673-2702 wjd@DeckerHomeServices.com www.DeckerHomeServices.com Learn, Educate, Serve and have fun doing it! |
|
#13
|
||||
|
||||
|
During a draw inspection the builder was on site - he had these columns in the house - so I asked him - he said the architect drew them into the plans and as long as they were schedule 40 posts, they were acceptable - anyone heard of this - usually I call them out but that confused me - Comments?
|
|
#14
|
|||
|
|||
|
What terrifies me is that they are all sitting on a "pre-cut" or joint of some kind. Shouldn't they all be on their own pier? (not the best example photo, but it is short notice.)
Tom Yeager Owner/Certified Inspector Inspect-It 1st 303-464-9090 www.tyeagerinspects.com NEHA Radon Certification # 104169 RT NACHI Certified Home Inspector |
|
#15
|
||||
|
||||
|
Quote:
They should be sitting on a properly sized footing. Yours does appear to be placed on a buried footing. No footing...it gets written up. I concur with William. Quote:
|
![]() |
| Thread Tools | |
|
|
Similar Threads
|
||||
| Thread | Thread Starter | Forum | Replies | Last Post |
| "A Bridge Too Far" | mcyr | Exterior Inspections | 7 | 12/18/08 5:38 PM |
| Telescoping (screw) tpye steel posts | sfalvey | Structural Inspections | 6 | 9/6/08 9:48 PM |
| A steel House | rcooke | Canadian Inspectors | 4 | 3/20/08 11:42 AM |
| disimilar metals | cbono | Canadian Inspectors | 12 | 1/15/08 7:43 AM |