CTVETTE78
Garage Junkie
The White House is reporting that the quake occurred along a formerly unknown fault line, which will hereafter be known as "Bush's Fault". :bounce:
4 trips to Ca. in my life, but years ago before I would have noticed that, interesting, and understandable...
but here in Florida most older homes, even like mine built in '72 the thing will withstand a hurry cain pretty good, but not a damn tree landing on it....
they are all masonry, but new construction like blew apart 20 years ago in Homestead, south of Miami....it was all frame shit, and here termites and rot are just ASStounding, eat entire wings off houses before they ever swarm...
and the amount of steel hammered into all wood homes to try stopping wind damage is really silly,
be nice if they knew how to fasten a roof down in this state though....
like my house, I cut in a 14x22' room addition about 11 years ago....
when dropping that 2' of roofing over hang off, it was cut, then I went to pry it up, one shove and the whole damn mess came off, 3 tiney little nails holding it on there....roofing nails into trusses was it....
then same thing on the atrium, when I tied that in maybe 8 year ago, same story....nothing holding the plywood to the trusses...
:gurney::shocking:prrtt:
The vast majority of homes destroyed in Andrew only had the second story wood framing and up gone, the first floors were mostly cbs and they faired pretty well. Lannar built a lot of the damaged homes and used waferboard for wall sheathing. Most other houses had the trusses and roofs gone and the garage doors and windows were mostly the culprits. Really not that many all frame houses down there.
In isolated areas, I saw 4x4x3' footers for gas station canopies pulled out of the ground and thrown a block or two. One 2'x8" concrete tie beam with 6 #6 bars/hoops ripped completely out. Of course that had to be damage from not the wind alone, but what the wind carried.
South Florida has always had it's own building code and since the 50's has required tie straps over trusses. They go over the top of the top chord and are either poured into the tie beam or on frame const nailed to the plate and studs min of 3 #16 nails each. Years ago they were only on every other or third truss, but now must be on every one. A truss or rafter will break apart before those fail. Now with the newer codes, even with most reroofing, it all has to be updated including the roof sheathing fasteners.
Glad Irene will miss us, but hope it stays out to sea, earthquakes and hurricanes in 1 week is a little much.
Welcome to my world.
A few trees down in the neighborhood, a little water in the basement, we were lucky. Many others did not fare as well.
Last I heard on the news was 45 dead from Irene....:twitch: