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RE: UBC Live Load Reduction

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Egomaniacal structural engineers... that's funny as hell. No offense
taken by this designer! Usually I equate engineer with introvert or
bitterness. I don't spend my time trying to get my name into newsletters
and self promote my company (but maybe I should???) Too busy trying to
have a life outside of work for that. But there are a few that come to
mind that shall remain nameless. I think the technical term is
Narcissist.

I think one major problem I see is that in residential, the so called
"top plan checkers" are working on bigger projects and the more junior
checkers work on houses and wood framed structures. Complicated by the
ever declining quality of drawings, unclear calculation packages, and
people working outside their area of experience. The plan checker has a
tough job no doubt, but from this end, it seems especially driven by the
need to justify a fee with baseless comments.

-gm

-----Original Message-----
From: Haan, Scott M POA [mailto:Scott.M.Haan(--nospam--at)poa02.usace.army.mil] 
Sent: Friday, May 13, 2005 9:49 AM
To: seaint(--nospam--at)seaint.org
Subject: RE: UBC Live Load Reduction

Dave:

Design is over rated.  It is for egomaniacs, with all due respect to all
the
designers on this list. 

Respectfully,
Scott.

-----Original Message-----
From: David Fisher [mailto:dfisher(--nospam--at)fpse.com] 
Sent: Friday, May 13, 2005 8:29 AM
To: seaint(--nospam--at)seaint.org
Subject: RE: UBC Live Load Reduction

Gary:

Possibly:


1)	He has a comment sheet to try and fill up...

	Or 

2)	hours to bill?

	Or

3)	He's jealous...



With exception to Scott and all the other fine plan reviewers on this
list:

(who are exempted 	from these comments...)

"Those who can, design; those who cannot, are plan examiners"



(I better go hide...)





David L. Fisher  SE  PE
Senior Principal 
Fisher + Partners Structural Engineers inc
372 West Ontario 
Chicago 60610         
 
312.573.1701
312.573.1726 fax
312.622.0409 mobile
www.fpse.com         

David L. Fisher  SE  PE
Director
Head of Design and Construction
Cape Cod Grand Cayman Holdings Ltd
75 Fort Street
Georgetown Grand Cayman BWI
mobile 312.622.0409
www.ccgch.com











-----Original Message-----
From: Gary Grinstead [mailto:Gary.Grinstead(--nospam--at)ci.stockton.ca.us] 
Sent: Friday, May 13, 2005 11:21 AM
To: T.W.Allen(--nospam--at)cox.net; seaint(--nospam--at)seaint.org
Subject: Re: UBC Live Load Reduction

I've never heard of such an interpretation.  It sounds like the plan
reviewer has never designed a building in his life.


>>> T.W.Allen(--nospam--at)cox.net 05/13/05 9:03 AM >>>
O.K., I realize I haven't worked with the building code for very long
(tongue firmly planted in cheek), but I recently received a set of plan
check comments including one that has caught me off guard.

 

The plan check comment is as follows: "The live load reduction shall not
apply to the footing design." I called the plan reviewer (outside
consultant) to find out the section of the code which states this and he
told me section 1607.4 and 1607.6. I scanned these two sections during
our
telephone conversation and still could not find where it said that I
could
not take a live load reduction for the footing design. He told me that
the
referenced sections stipulate live load reduction for beams and, since
it
does not specifically permit a live load reduction for footings, no
reduction can be made. I hung up (politely) almost in shock and read the
referenced sections again. I know I'm not a good reader (otherwise I
would
be an attorney), but the sections read (to me) "structural members", not
"beams". I thought a footing was a "structural member", but if not, why
did
he not cite columns as well?

 

Anyone else have an interpretation?

 

TIA,

 


T. William (Bill) Allen, S.E. (CA #2607)


ALLEN DESIGNS


Consulting Structural Engineers


 <http://www.allendesigns.com/> http://www.AllenDesigns.com 


V (949) 248-8588

..

F (949) 209-2509

 



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