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View Full Version : to bracket or not to bracket



wayne soper
09-02-2011, 12:54 PM
What do you think, I think it needs to be prevented from falling over with brackets or mechanicle strapping

Scott Patterson
09-02-2011, 01:13 PM
What are we looking at?

James Duffin
09-02-2011, 01:33 PM
Here is what NC says:


R407.3 Structural requirements. The columns shall be
restrained to prevent lateral displacement at the top and bottom
ends. Wood columns shall not be less in nominal size than 4
inches by 4 inches (102 mm by 102 mm) and steel columns
shall not be less than 3-inch-diameter (76 mm) standard pipe or
approved equivalent.

Exception: In Seismic Design Categories A, Band C columns
no more than 48 inches (1219 mm) in height on a pier
or footing are exempt from the bottom end lateral displacement
requirement within underfloor areas enclosed by a
continuous foundation.

wayne soper
09-02-2011, 01:56 PM
Scott, Main beam end where it meets the chimney structure.
Sitting on a post with no support to prevent lateral movement to the sides.

Jerry Peck
09-02-2011, 02:11 PM
I don't see any means of attachment of the beam to the column either.

wayne soper
09-02-2011, 02:21 PM
Yeah, that too! and the ends that are in pockets are supported with 1x3 pieces standing on end.

Billy Stephens
09-02-2011, 05:41 PM
.
Yeah, that too! and the ends that are in pockets are supported with 1x3 pieces standing on end.
.
Contact a Professional Engineer to determine and oversee the retrofitting of metal support post and securing of Main Structural support beam.
*Your recent Earthquake and Tropical Blow should make this a slam Dunk Soft sale. ;)

Randy Mayo
09-02-2011, 06:53 PM
Wayne

I would suggest an angle bracket or strap anchored to the triple floor joist above similar to the attached picture.

wayne soper
09-02-2011, 07:22 PM
thanks, very good suggestions. 4 year old house, kinda slipped through the cracks i think. nice house, but alot of stupid design flaws.