You go RON, now if we all didn't have to do others work, as stated above,
I'd certainly have more hair.

On Wed, Jul 21, 2010 at 9:54 PM, Ron Greenman <[email protected]> wrote:

> George,
>
> Providing the information about the ceiling IS outside of your scope.
> You only have to comply with the rules dependent on the ceiling
> arrangement. Submittal drawings need only carry a note that to the
> effect that if the ceiling is not seismically qualified then you will
> comply with one of the two methods allowed per 13. Or just put the big
> plate option on then tell the architect that that is what you intend
> to do because you don't know about the seismic qualities of the
> ceiling. I'll bet it takes no more than a couple of hours to get the
> info of what the CEILING GUY intends to do and I'll bet he will intend
> to brace the grid. This getting us to do all this leg work like making
> sure the building will hold up the pipes is one of my pet peeves.
> HELLO!!!! It's not my building. I don't have to put the pipes in, the
> owner does. He just hired me to do it 'cause he can't/he's lazy/he's
> got other stuff to do/etc. The pipes weigh what they weigh. I'll tell
> him how much and I'll even tell him what the point loads will be and
> find what I consider the best points of attachment to be. That's my
> job. Whether the building is strong enough to deal with those forces
> is his and his BUILDING DESIGNER's problem. I'm happy to coordinate
> but it's HIS building. Same applies to the ceiling. I have enough of a
> problem hitting center tile per the plans and then getting on site to
> find that the layout has been turned 90 degrees or started from the
> opposite end than was on that plan. As to what's meant by head
> extension I've always read that to mean "drop" and not a "head
> extender" per se.
>
> On Wed, Jul 21, 2010 at 12:57 PM, George Medina Jr <[email protected]>
> wrote:
> >
> > I have a plan checker requiring me to call out the required T-bar ceiling
> grid construction in accordance with ASCE- 7-05 (Sec. 13.5.6.2.2 - 13.6.8.4)
>  I do not have sections 13.3.1. & 13.3.2 which are referenced in the
> aforementioned sections. Does anyone have code sections 13.3.1 & 13.3.2? The
> fire sprinkler plan checker had sent me copies from there FPE who happens to
> be on vacation for 2 weeks.
> > I believe the t-bar ceiling call out is outside my scope of work, but
> upon further reading There is a requirement for Fire Sprinkle Piping for
> being in Seismic Zone 4. Section 13.5.6.2.2 (e.)
> > States:
> >  "Except where rigid braces are used to limit lateral deflections,
> sprinkler heads and other penetrations shall have a 2" oversize ring,
> sleeve, or adapter through the ceiling tile to allow for free movement of at
> least 1 in. in all horizontal directions. Alternatively, a swing joint that
> can accommodate 1 in. of ceiling movement in all horizontal directions is
> permitted to be provided at the top of the sprinkler head extension" Does
> head extension imply drop?
> >
> > How would I determine the Design Strength of Sections 13.6.8.3 - 3
> (a.),(b.) & (c.)?
> >
> > I am not Familiar with these code sections, and if there is anyone with
> experience in it, your guidance would greatly be appreciated.
> >
> > George Medina Jr.
> >
> > =
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>
>
> --
> Ron Greenman
> Instructor
> Fire Protection Engineering
> Bates Technical College
> Tacoma, WA
>
> Member:
> AFT WA 4184/AFL-CIO, SFPE, ASCET, NFPA, AFSA, NFSA AFAA, NIBS, WSAFM, WFC
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-- 
Tom Poisal, CET
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