Most of the standard spary hsw's are. Tyco makes an ECOH model good for up to orindary group II at extended coverage ranges. Most of these canopies I'm referring to are light hazard; restaurant entries or dining patios. I rarely see these things with any kind of sheathing since it seems to be a particular look they're going for. The shack in the woods type look :-) -B-
[EMAIL PROTECTED] wrote: Aren't most of the HSW's listed for light hazard applications only? Craig L. Prahl, CET Fire Protection Group Mechanical Department CH2MHILL Lockwood Greene 1500 International Drive PO Box 491, Spartanburg, SC 29304-0491 Direct - 864.599.4102 Fax - 864.599.8439 [EMAIL PROTECTED] http://www.lg.com -----Original Message----- From: [EMAIL PROTECTED] [mailto:[EMAIL PROTECTED] On Behalf Of John Drucker Sent: Friday, February 22, 2008 8:59 AM To: [email protected] Subject: RE: Dry HSW under open framed 2x's 2006 IBC/IFC 903.3.1.2.1 Balconies and Decks Compliant Solutions; 1) Buildings of Type V Construction, sheath the underside of the joists and sprinkler. 2) Build the building of other then Type V construction and avoid the sprinklers. John Drucker Fire Protection Subcode Official (AHJ) -----Original Message----- From: [EMAIL PROTECTED] [mailto:[EMAIL PROTECTED] On Behalf Of Mike Brown (TECH- GVL) Sent: Friday, February 22, 2008 8:47 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 --------------------------------- Looking for last minute shopping deals? Find them fast with Yahoo! 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