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1½ Story Post-War Home H. Reno 05-06-2008
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Posted by H. Reno on May 6, 2008, 8:49 pm
I am gutting and removing all exterior and interior walls on my 1/2 top
floor completely and going with a full story.

My question is this.

When the exterior walls are built by the contractor, is it normal to just
nail the exterior walls into the top (header maybe) of the main floor walls?
I am wondering if this is typical and enough strength wise since I live in
the east coast of Canada and we often get high winds (tail ends of
Hurricanes - 90 - 130 km/hr) during hurricane season. We actually were hit
directly by Hurricane Juan (Cat 1 - 2) and last hurricane season
(summer/fall of 07) we had wind gusts from a tropical depression up to 130
km/hr.

I am wondering if the exterior walls should be bolted down with a big type
of lag bolt. Is just nailing the exterior walls typical and enough strength
wise?



Posted by Edwin Pawlowski on May 6, 2008, 10:40 pm

>
> When the exterior walls are built by the contractor, is it normal to just
> nail the exterior walls into the top (header maybe) of the main floor
> walls?
> I am wondering if this is typical and enough strength wise since I live in
> the east coast of Canada and we often get high winds (tail ends of
> Hurricanes - 90 - 130 km/hr) during hurricane season. We actually were
> hit
> directly by Hurricane Juan (Cat 1 - 2) and last hurricane season
> (summer/fall of 07) we had wind gusts from a tropical depression up to 130
> km/hr.
>
> I am wondering if the exterior walls should be bolted down with a big type
> of lag bolt. Is just nailing the exterior walls typical and enough
> strength
> wise?

It has worked like that for the past 100 years or so, but add lags if you
wish



Posted by on May 7, 2008, 11:17 am
wrote:

>
>>
>> When the exterior walls are built by the contractor, is it normal to just
>> nail the exterior walls into the top (header maybe) of the main floor
>> walls?
>> I am wondering if this is typical and enough strength wise since I live in
>> the east coast of Canada and we often get high winds (tail ends of
>> Hurricanes - 90 - 130 km/hr) during hurricane season. We actually were
>> hit
>> directly by Hurricane Juan (Cat 1 - 2) and last hurricane season
>> (summer/fall of 07) we had wind gusts from a tropical depression up to 130
>> km/hr.
>>
>> I am wondering if the exterior walls should be bolted down with a big type
>> of lag bolt. Is just nailing the exterior walls typical and enough
>> strength
>> wise?
>
>It has worked like that for the past 100 years or so, but add lags if you
>wish
>


It is easy to see the difference between a house built to a wind code
and one that only looks at down load. The "download" house is
scattered across the yard in a minor wind storm.
In Florida you are required to strap the floors to the foundation, the
walls strap to the floor, the roof straps to the wall.
Houses built this way will hold up to triple digit wind speeds.
All you need, to see this in action, is to look at hurricane pictures
and see the houses built to the "post-Andrew" wind code. They are the
ones still standing.

Posted by Oren on May 7, 2008, 4:15 pm
On Wed, 7 May 2008 09:00:08 -0700 (PDT), mkirsch1@rochester.rr.com
wrote:

>H. Reno wrote:
>> I am wondering if the exterior walls should be bolted down with a big type
>> of lag bolt. Is just nailing the exterior walls typical and enough strength
>> wise?
>
>There are building codes to follow and building inspectors to make
>sure they're followed. If this construction is up to code, then it's
>fine. If the inspector fails it, then it will be redone properly.

Who makes sure the inspectors are honest? After Hurricane Andrew; it
became obvious to investigators that county inspectors has "greasy
palms". Numerous inspectors were indicted.

OP might want to look at the new hurricane codes in South Florida.


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