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First recorded activity by BoatBanter: Dec 2006
Posts: 330
Default Happy Days for us, sad ASA'ers


"Capt. Rob" wrote in message
ups.com...

Hope you are good at fixing cracked drywall.


Wow! You're ignorant as heck!
What kind of roof do I have? Does it matter?


If it is a truss the load is usually supported on the foundation walls
through the exterior walls.


Please tell us why a 14.5 span with lolly poll removed led to no
cracked drywall, but the 15.5 foot one (which carried less load) will.
You're even too dumb to ask what was done in place of the lolly. Did
used fabricated plates or insert an I-beam?


The fabricated plates are a better solution because you have to cut through
the top of the foundation to support an I-Beam or use columns on the ends.
However, getting the one piece plates into position is a very difficult
task, then you have to drill the wooden beam for the bolts.

There are two better architectural solutions, none of which you mentioned.

Hmmmmm??? Do you know that this had to be approved by an engineer
supplied by our insurer?


It could be approved by any licensed engineer or architect registered in the
State of New York.

I hope you are really good at fixing cracked drywall. Hint: it may take a
while for the drywall to crack.

It's great you got your homeowners insurance company involved with a home
repair rather than the local building inspector. Shows that you are full of
it.

Bob Vila - NOT!!!!!

Bwahahahahahahahahahahahahahahahaaaaa!!!!!!!!!

Handyman!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!

aaahahahahahahahahahahahahahahahahahahahahahaaaaa! !!


SNORT!!!!!!


 
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