InterNACHI


Go Back   InterNACHI Inspection Forum > Specific Inspection Topics > Structural Inspections

Notices

Structural Inspections Contains discussions about the structural portion of a home inspection. This includes foundations, framing, etc.

 
Reply
 
LinkBack Thread Tools
  #1  
Old 5/11/06, 9:15 PM
Peter Foxe Smothers's Avatar
Peter Foxe Smothers Peter Foxe Smothers is offline
InterNACHI Member
 
Join Date: Aug 2004
Location: Shreveport, LA
Posts: 912
Default Piers

I have never seen a pier that was made of both brick and cinder block in this area. Everything is either all brick or all cinder block. Every pier under this 2 story house was like this. Is this common in other areas of the country?
Attached Thumbnails
piers-100_5687.jpg  



Foxe Smothers ( Owner / Inspector )
Pelican State Inspection
Your Best Choice for Home Inspection in the Shreveport & Bossier City Area!


www.PelicanState.Net
www.ShreveportHomeInspector.net
www.BossierCityHomeInspector.net
foxe@pelicanstate.net
LSBHI #10399
Reply With Quote
  #2  
Old 5/12/06, 8:23 AM
Russel Ray's Avatar
Russel Ray Russel Ray is offline
InterNACHI Member
 
Join Date: Mar 2003
Location: La Mesa, CA
Posts: 16,629
Default Re: Piers

Quote:
Originally Posted by psmothers
I have never seen a pier that was made of both brick and cinder block in this area. Everything is either all brick or all cinder block. Every pier under this 2 story house was like this. Is this common in other areas of the country?
You've never seen that in Louisiana?
Those folks are the most creative at using whatever is available to do whatever it is they want to do at any time they want to do it, usually right after a hurricane, or after a hurricane. I sometimes find similar stuff out in the beach communities, but they weren't designed by any engineer.



NACHI 2005 U.S. Member of the Year
Reply With Quote
  #3  
Old 5/12/06, 8:52 AM
thejnicki's Avatar
thejnicki thejnicki is offline
InterNACHI Member
 
Join Date: Dec 2004
Location: Vacaville, CA
Posts: 251
Default Re: Piers

No brick and cinder block around here, unless its a mobile home..Mainly conrete piers and wood columns, or metal jacks.
Reply With Quote
  #4  
Old 5/12/06, 8:59 AM
rwand1 rwand1 is offline
Active Poster
 
Join Date: Sep 2005
Location: Caledon, ON
Posts: 7,861
Please Note: rwand1 is a non-member guest and is in no way affiliated with InterNACHI or its members.
Default Re: Piers

Anything is possible; dependant of course on the skills of the builder. Your picture does not seem to indicate the pier is in distress.
Reply With Quote
  #5  
Old 5/12/06, 12:40 PM
Joe Funderburk, CMI's Avatar
Joe Funderburk, CMI Joe Funderburk, CMI is offline
InterNACHI Member
 
Join Date: Dec 2005
Location: Hickory Grove, SC
Posts: 8,342
Send a message via Yahoo to jfunderburk
Default Re: Piers

I've seen it and don't think there's anything wrong with it if there is a footing.



“The things that will destroy America are peace at any price,
prosperity at any cost, safety first instead of duty first,
the love of soft living, and the get-rich-quick theory of life.”
Theodore Roosevelt


Joe Funderburk, CMI
Alpha & Omega Home Inspections, LLC
Inspecting Upstate SC & Charlotte Metro, NC
NACHI ID: NACHI05120170
www.aohomeinspection.com


Reply With Quote
  #6  
Old 5/12/06, 1:57 PM
Peter Foxe Smothers's Avatar
Peter Foxe Smothers Peter Foxe Smothers is offline
InterNACHI Member
 
Join Date: Aug 2004
Location: Shreveport, LA
Posts: 912
Default Re: Piers

There were footers under the piers and all of them were in shape, I guess they were trying to save a dollar by using some cinder blocks and not all bricks.



Foxe Smothers ( Owner / Inspector )
Pelican State Inspection
Your Best Choice for Home Inspection in the Shreveport & Bossier City Area!


www.PelicanState.Net
www.ShreveportHomeInspector.net
www.BossierCityHomeInspector.net
foxe@pelicanstate.net
LSBHI #10399
Reply With Quote
  #7  
Old 5/12/06, 2:43 PM
Doug Edwards's Avatar
Doug Edwards Doug Edwards is offline
InterNACHI Member
 
Join Date: Apr 2004
Location: Florida panhandle
Posts: 4,846
Default Re: Piers

I have seen everything from concrete filled paint cans to cypress stumps. As thing go that pier would not concern me greatly. It appears to be doing the intented job and been in place a very long time. Often we find someone has installed concrete blocks with the voids positioned horizontally and then they wonder why they crushed.
Reply With Quote
  #8  
Old 5/12/06, 2:54 PM
Russel Ray's Avatar
Russel Ray Russel Ray is offline
InterNACHI Member
 
Join Date: Mar 2003
Location: La Mesa, CA
Posts: 16,629
Default Re: Piers

I wasn't aware of those type of red bricks being approved for structural support.



NACHI 2005 U.S. Member of the Year
Reply With Quote
  #9  
Old 5/12/06, 5:07 PM
Doug Edwards's Avatar
Doug Edwards Doug Edwards is offline
InterNACHI Member
 
Join Date: Apr 2004
Location: Florida panhandle
Posts: 4,846
Default Re: Piers

We have thousands of home here with nothing BUT piers made from red clay bricks. Many of the very old homes have problems with them crumbling apart because they would often use beach sand (because it was free and plentiful) instead of builders sand for the mortar. You can rub mortar joints out with your fingernail. Over time the salts and minerals leach out and the mortar joints are little more than sand stone.
Reply With Quote
  #10  
Old 5/12/06, 7:13 PM
gbeaumont's Avatar
gbeaumont gbeaumont is offline
InterNACHI Member
 
Join Date: Jan 2003
Location: Clearwater, FL
Posts: 6,261
Send a message via AIM to gbeaumont Send a message via MSN to gbeaumont Send a message via Yahoo to gbeaumont
Default Re: Piers

Hi to all,

As others have said I se nothing much wrong with that pier, but I do wonder how they got them all so nice and level without any shimming?

Unlike this one from my inspection yesterday!!

Regards

Gerry
Attached Thumbnails
piers-img_0455.jpg  



"To realize our true destiny, we must be guided not by a myth from our past, but by a vision of our future."
(Mark B Adams)

Commercial property Inspection Tampa, Orlando, Sarasota, Jacksonville, Ft Launderdale, Miami, Florida.
NACHI cell 484-429-5466
NACHI02121106

Reply With Quote
  #11  
Old 5/12/06, 8:07 PM
Marcel R. Cyr's Avatar
Marcel R. Cyr Marcel R. Cyr is offline
InterNACHI Member
 
Join Date: Jul 2004
Location: Winslow, ME
Posts: 19,788
Default Re: Piers

Gerry you always come up with the good ones. ha. ha.

Brick on top of the concrete masonry unit is actually better than just CMU, in this case due the density capacity of the brick transfers the weight to the weak link in this case the CMU.
Not having shims would explain that it was set to elevation before the framing, which would mean, it has been there for a long time. Looks good to me.

Marcel
Reply With Quote
  #12  
Old 5/12/06, 8:42 PM
Larry D. Kage Larry D. Kage is offline
InterNACHI Member
 
Join Date: Jul 2004
Location: Lake Ann (Traverse City), MI
Posts: 8,847
Default Re: Piers

Quote:
Originally Posted by mcyr
Looks good to me.
Same here.
Reply With Quote
  #13  
Old 5/22/06, 10:27 AM
David A. Andersen's Avatar
David A. Andersen David A. Andersen is offline
InterNACHI Member
 
Join Date: Jun 2005
Location: Woodlawn, TN
Posts: 5,924
Default Re: Piers

Beats the heck out of wood shims that compress with load and time.
Reply With Quote
  #14  
Old 5/22/06, 10:46 AM
Russel Ray's Avatar
Russel Ray Russel Ray is offline
InterNACHI Member
 
Join Date: Mar 2003
Location: La Mesa, CA
Posts: 16,629
Default Re: Piers

Quote:
Originally Posted by mcyr
Brick on top of the concrete masonry unit is actually better than just CMU, in this case due the density capacity of the brick transfers the weight to the weak link in this case the CMU.
I'll have to disagree with that statement. As I stated earlier, I'm not aware of that type of brick being approved for structural support, while CMU, when installed properly, can be used for structural support. So the weak link here would seem to be the brick. Don't make the mistake of thinking that because the brick is smaller, and has smaller holes, that its "density capacity" is greater than that of the larger-with-larger-holes CMU. Such might not be the case, depending on many, many factors.



NACHI 2005 U.S. Member of the Year
Reply With Quote
  #15  
Old 5/22/06, 10:48 AM
Russel Ray's Avatar
Russel Ray Russel Ray is offline
InterNACHI Member
 
Join Date: Mar 2003
Location: La Mesa, CA
Posts: 16,629
Default Re: Piers

Quote:
Originally Posted by dandersen
Beats the heck out of wood shims that compress with load and time.
Brick does the same thing, which is why it's not approved for structural support.

Wood, and wood shims, actually are very versatile and last quite a long time under load, depending on conditions. Obviously, something in a moisture environment or eaten up by WDP&O won't perform the appropriate job.



NACHI 2005 U.S. Member of the Year
Reply With Quote
Reply

Thread Tools

Posting Rules
You may not post new threads
You may not post replies
You may not post attachments
You may not edit your posts

BB code is On
Smilies are On
[IMG] code is On
HTML code is Off
Trackbacks are On
Pingbacks are On
Refbacks are On


Similar Threads
Thread Thread Starter Forum Replies Last Post
Helical Piers vs Push Piers rnewland Structural Inspections 23 12/3/07 8:50 PM
Piers / Beam jhagarty Structural Inspections 8 4/25/07 12:04 AM
Wood plates/shims on masonry piers supporting girder? rmc3inspection Structural Inspections 6 7/11/06 6:49 PM
Piers psmothers Structural Inspections 1 5/26/06 11:38 PM
What's the point of these piers? jfunderburk Structural Inspections 26 3/25/06 7:39 AM


All times are GMT -4. The time now is 9:18 AM.


Popular Sections

:

All Sections

Inspection News

InterNACHI Membership

Inspection Standards

Inspection Education

InterNACHI Inspectors

Inspection Links

 

 

 

NACHI.ORG Statistics

 

 

no new posts