Removing lolly columns - hahaha!


No clue about the columns, right, Bonafool? Did you ask if they were
carrying a wall? Did you wonder if there were joints above the column?
Did you wonder about the span and how to calculate the loads without
shoring up?
Of course you didn't! You're a darn fool and a sockpuppet to boot!

Bonofool!!!! BWAAHAHAHAHAHAHAHHA!!!!!


RB
35s5
NY

"Capt. Rob" wrote in message
ps.com...
Did you ask if they were
carrying a wall?

No need to.


Did you wonder if there were joints above the column?

Doesn't matter, I assumed best case, a solid beam with no joints.

Did you wonder about the span and how to calculate the loads without
shoring up?

No wonder, max deflection allowed is 1/360th of span. Figure 20 lbs/ft^2,
hem fir 2x8 joists resting on 100lb/ft steel, 24ft span.

Hope you are good at fixing cracked drywall.

Have fun handyman!

Why didn't you build the kids gym set yourself out of lumber?

Handyman!

aahahahahaaaahaahaahaahahahahahaaaaaaaaahhhahahaha hahahahahahahahahahaaaaaaaaaaaaaaaaaaaaa!!!!!

"Capt. Rob" wrote in message
ps.com...
Removing lolly columns - hahaha!


No clue about the columns, right, Bonafool? Did you ask if they were
carrying a wall? Did you wonder if there were joints above the column?
Did you wonder about the span and how to calculate the loads without
shoring up?
Of course you didn't! You're a darn fool and a sockpuppet to boot!

Bonofool!!!! BWAAHAHAHAHAHAHAHHA!!!!!


RB
35s5
NY


One more little tip on why you are so clueless:

It should be "supporting a load carrying wall" not just "carrying a wall".
There's a big difference.

Blam-O!!!!!!

Kapow!!!!!!!!!!!!!!!!!!

ZOT!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!! !!!!

aaahahahahahahahahahahahahahahahahahahahahaaaaaaaa hahahahahahahahahahahahahahahahahahahahahahahahaaa aaaaaaaaaaaaaaaaaaa!!!!!!!!!!!!!


KERZAPP!!!!!!!!

SMACKDOWN!!!!!!!!!!!!!!!!!!!!!!!!

SMACKDOWN!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!! !!!!!!!!!!!!!!!!!!!!!!!!!!!!

Hope you are good at fixing cracked drywall.


Wow! You're ignorant as heck!
What kind of roof do I have? Does it matter?
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?
Hmmmmm??? Do you know that this had to be approved by an engineer
supplied by our insurer?

Oh, twist and flop away! You have no info and thus far you've made
yourself out to be a clueless googling dolt!
But do keep googling!

BWAHAHAHAHAHHAAHAHA!!!!


RB
35s5
NY

"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!!!!!!

Just like old times, Bob brags stupidly about some lame
acquisition he made, then everybody gets to laugh at him.
What a hoot.

Scotty