Brian,

 

All of the programs have their selling features and each one is good for
what it does.  I guess it's the same reason there are still 4 or 5 major car
manufacturers.  Everyone isn't always a Ford guy or gal.

 

The Bronze version of AutoSprink can do more than many of the other programs
out there at about 1/2 the price if you consider that you have to piggy-back
the other programs with AutoCad.  Even if it was more,, I turn out about 75%
more work than I did on one of the other programs.  At twice the price
(which it isn't even in the Gold version) it doesn't take long to get the
return on investment. 

 

Cliff

 

-----Original Message-----
From: [EMAIL PROTECTED]
[mailto:[EMAIL PROTECTED] On Behalf Of Brian
Sent: Friday, February 22, 2008 1:05 PM
To: [email protected]
Subject: RE: Dry HSW under open framed 2x's

 

Travis,

  You mean to tell me autosprink cannot do DW calcs? For that kind of $$$ I
would expect it to serve me coffee and give me an occassional pat on the
back too! :-)

   

  -Brian

  

 

"Travis Mack, SET" <[EMAIL PROTECTED]> wrote:

  Cool. I use AutoSprink 99% of the time, but will use HydraCalc as needed

for these.

 

Thanks for the info. 

 

-----Original Message-----

From: [EMAIL PROTECTED]

[mailto:[EMAIL PROTECTED] On Behalf Of Terry King

Sent: Friday, February 22, 2008 11:21 AM

To: [email protected]

Subject: RE: Dry HSW under open framed 2x's

 

Hydracad does.

 

Teresa M. King, S.E.T.

Design Manager

Front Range Fire Protection, Inc.

4007 S. Lincoln Avenue, Suite 460

Loveland, CO 80537

ph. (970) 663-3310

fax (970) 663-7331

 

 

-----Original Message-----

From: Travis Mack, SET [mailto:[EMAIL PROTECTED]

Sent: Friday, February 22, 2008 10:40 AM

To: [email protected]

Subject: RE: Dry HSW under open framed 2x's

 

Speaking of DW calcs, do any of the sprinkler system calc programs out there

do DW calcs? 

 

-----Original Message-----

From: [EMAIL PROTECTED]

[mailto:[EMAIL PROTECTED] On Behalf Of Cliff

Whitfield

Sent: Friday, February 22, 2008 10:22 AM

To: [email protected]

Subject: RE: Dry HSW under open framed 2x's

 

Another problem with going AF is now we have to use Darcy Weisbach for

calculations which then opens an additional can of worms.

 

Cliff

-----Original Message-----

From: [EMAIL PROTECTED]

[mailto:[EMAIL PROTECTED] On Behalf Of Greg McGahan

Sent: Friday, February 22, 2008 10:50 AM

To: [email protected]

Subject: RE: Dry HSW under open framed 2x's

 

Correct me if I am wrong, but if the sidewalls are not acceptable under a

small deck, etc. then the only options are antifreeze or dry systems with

upright sprinklers? I understand what you are saying but in practical fact;

is it worth it? If we go antifreeze, we can stay within the residential

boundaries, but going dry opens other issues. 

 

Can we get the manufacturers to test and list a dry sidewall head for these

uses?

 

Thank you,

Greg McGahan

 

Living Water Fire Protection, LLC

1160 McKenzie Road

Cantonment, FL 32533

850-937-1850

Fax: 850-937-1852

 

 

-----Original Message-----

From: [EMAIL PROTECTED]

[mailto:[EMAIL PROTECTED] On Behalf Of Mike Brown

(TECH- GVL)

Sent: Friday, February 22, 2008 9:31 AM

To: [email protected]

Subject: RE: Dry HSW under open framed 2x's

 

There are two issues with a sprinkler. Those are sensitivity and

distribution. The sidewall sprinklers must be tested to insure that they

provide the appropriate sensitivity and distribution in distribution tests

(RDD & ADD) as well as sensitivity tests and fire tests. I would not think

that having a fire official just deciding one was better than the other is a

really good idea. That smacks of the fire inspector saying he wants

something done just because "he wants it that way". 

 

Mike Brown

 

-----Original Message-----

From: [EMAIL PROTECTED]

[mailto:[EMAIL PROTECTED] On Behalf Of Greg McGahan

Sent: Friday, February 22, 2008 9:20 AM

To: [email protected]

Subject: RE: Dry HSW under open framed 2x's

 

There seems to be a consensus among the inspector's I know that the sidewall

is better than a pendent in many cases because of the spray pattern. Would

there be a significant difference in the time it takes to fuse the two

different types of heads?

 

Thank you,

Greg McGahan

 

Living Water Fire Protection, LLC

1160 McKenzie Road

Cantonment, FL 32533

850-937-1850

Fax: 850-937-1852

 

-----Original Message-----

From: [EMAIL PROTECTED]

[mailto:[EMAIL PROTECTED] On Behalf Of Mike Brown

(TECH- GVL)

Sent: Friday, February 22, 2008 7:47 AM

To: [email protected]

Subject: RE: Dry HSW under open framed 2x's

 

Check The International Building Code which requires sprinklers protecting

some decks and in that section the IBC allows deviations from NFPA 13 or the

sprinkler listing. Maybe some bleed over into exterior canopies.

 

Mike Brown

 

-----Original Message-----

From: [EMAIL PROTECTED]

[mailto:[EMAIL PROTECTED] On Behalf Of Brian

Sent: Thursday, February 21, 2008 5:44 PM

To: [email protected]

Subject: Dry HSW under open framed 2x's

 

I'm noticing a lot of small exterior canopies being protected with dry

horizontal sidewall sprinklers even though it is open framing (usually 2X6's

or 2X10's at 24"

o/c) without any type of material fastened to the underside of this framing

- which is all good and well since it mostly complies with NFPA #13 '07 ed

section 8.4.2 except that it's not 'SMOOTH.' So I guess that's my question,

they aren't smooth so how are people getting away with this? Smooth being

defined as sructural members being spaced more than 7'-6" o/c. per A3.7.2.

 

The only thing I can come up with is A8.15.7 where you can install a

*pendant* at a 45 degree angle to protect small unheated areas so if it's

okay for a pendant why not a HSW? (I'm sure it has to do with the

intracacies of unfamiliar testing and listing requirements of a pendant over

a hsw???)

 

Any thoughts?

 

Thx,

-B-

 

 

Below are the sections talked about:

 

NFPA #13 2007 ED.

8.4.2 Sidewall Spray Sprinklers. Sidewall sprinklers shall only be installed

as follows: 

(1) Light hazard occupancies with smooth, horizontal or sloped, flat

ceilings

(2) Ordinary hazard occupancies with smooth, flat ceilings where

specifically listed for such use

(3) To protect areas below overhead doors

 

 

A.8.15.7 Small loading docks, covered platforms, ducts, or similar small

unheated areas can be protected by dry-pendent sprinklers extending through

the wall from wet sprinkler piping in an adjacent heated area. Where

protecting covered platforms, loading docks, and similar areas, a dry

pendent sprinkler should extend down at a 45 degree angle. The width of the

area to be protected should not exceed 7½ ft (2.3 m). Sprinklers should be

spaced not over 12 ft (3.7 m) apart. (See Figure A.8.15.7.)

 

 

A.3.7.2

(3) Smooth Ceiling Construction. The term smooth ceiling construction as

used in this standard includes the following: 

(a) Flat slab, pan-type reinforced concrete

(b) Continuous smooth bays formed by wood, concrete, or steel beams spaced

more than 7½ ft (2.3 m) on centers - beams supported by columns, girders, or

trusses

(c) Smooth roof or floor decks supported directly on girders or trusses

spaced more than 7½ ft (2.3 m) on center

(d) Smooth monolithic ceilings of at least ¾ in. (19 mm) of plaster on

metal lath or a combination of materials of equivalent fire-resistive rating

attached to the underside of wood joists, wood trusses, and bar joists

(e) Open-web-type steel beams, regardless of spacing

(f) Smooth shell-type roofs, such as folded plates, hyperbolic paraboloids,

saddles, domes, and long barrel shells

(g) Suspended ceilings of combustible or noncombustible construction

(h) Smooth monolithic ceilings with fire resistance less than that

specified under item (d) and attached to the underside of wood joists, wood

trusses, and bar joists 

 

 

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