Specifications • /oD d s c/ 6o/- retfr f 2 ? - X 25
CD
tqcci I Fire & Building APR 3 0 1009
OF TIGARD
Products TTY GD1 VISION
rapid res
IRE SPRINKLER SYSTEM
Technical Services: Tel: (800) 381 -9312 / Fax: (800) 791 -5500
S LFII Residential
Horizontal Sidewall Sprinklers
4.2 K- factor
adjustment or up to 1/2 inch (12,7 mm)
General of total adjustment from the flush
mounting surface position. The adjust -
Description ment provided by the Recessed Es-
cutcheon reduces the accuracy to
The Series LFII (TY1334) Residential which the pipe nipples to the sprinklers
Horizontal Sidewall Sprinklers are must be cut.
decorative, fast response, frangible
bulb sprinklers designed for use in The Series LFII (TY1334) has been > f;
residential occupancies such as designed with heat sensitivity and l;
homes, apartments, dormitories, and water distribution characteristics ;
hotels. When aesthetics and optimized proven to help in the control of residen-
teal
flow characteristics are the major con- fires and to improve the chance for A
sideration, the Series LFII (TY1334) occupants to escape "or be evacuated. • ""
should be the first choice. -
The Series LFII are to be used in wet WARNINGS
pipe residential sprinkler systems for The Series LFII (TY1334) Residential
one- and two - family dwellings and mo- Horizontal Sidewall Sprinklers de-
- bile homes per NFPA 13D; wet pipe scribed herein must be installed and
residential sprinkler systems for resi- maintained in compliance with this
dential occupancies up to and includ- document, as well as with the applica-
ing four stories in height per NFPA ble standards of the National Fire Pro-
13R; or wet pipe sprinkler systems for tection Association, in addition to the
P Y
P P
the residential portions of any occu- standards of any other authorities hay- 00 )
anc per NFPA 13. i
pancy P g jurisdiction. Failure to do so may
The Series LFII (TY1334) has a 4.2 impair the performance of these de-
(60,5) K- factor that provides the re- vices.
quired residential flow rates at reduced The owner is responsible for maintain- ( II �.
pressures, enabling smaller pipe sizes ing their fire protection system and de-
and water supply requirements. vices in proper operating condition. _ 4
The recessed version of the Series The installing contractor or sprinkler
LFII (TY1334) is intended for use in manufacturer should be contacted
areas with finished walls. It employs a with any questions.
two -piece Style 20 Recessed Escutch-
eon. The Recessed Escutcheon pro-
vides 1/4 inch (6,4 mm) of recessed S prinkler/IVlodel
Identification
IMPORTANT Number
Always refer to Technical Data
Sheet TFP700 for the "INSTALLER SIN TY1334
• WARNING" that provides cautions
• with respect to handling and instal-
lation of sprinkler systems and com-
ponents. Improper handling and in-
stallation can permanently damage
a sprinkler system or its compo-
nents and cause the sprinkler to fail
to operate in a fire situation or cause
it to operate prematurely.
Page 1 of 8 JANUARY, 2006 TFP410
Page 2 of 8 TFP41O
Components: 5 3 2 1
J
1 - Frame WRENCH it '
2 Button Assembly FLATS
3- Sealing Assembly : AD � I i ll :�
4 - Bulb `- / ' -- "S •
5 Compression Screw ANN �� 1
6 - Deflector TOP -OF- 6* 4 7/16" (11,1 mm) � s iIIIIIIIIIIII 2 -7/8" DIA.
DEFLECTOR NOMINAL
* Temperature rating MAKE -1N_ I • (73,0 mm)
Is I�ICated on top ---------- — CENTERLINE ,+
Ii
of Deflector. - L ,��IIIIIIIIIIIIIIU —
7/16" 1) /��IIIIIIIIII I OF WATERWAY STYLE 20 IIII
(11,1 mm) 1/2" NPT RECESSED
1 -5/8" \ I ESCUTCHEON
END -OF- (41,3 mm) ESCUTCHEON
DEFLECTOR 2 -1/4" -I PLATE SEATING
BOSS I (57,2 mm) SURFACE RECESSED
FIGURE 1
SERIES LFII (TY1334) RESIDENTIAL
HORIZONTAL SIDEW • LL AND RECESSED HORIZONTAL SIDEWALL SPRINKLERS
f 7/16±1/8" G,
-_ (11,1±3,2 mm)
MOUNTING FACE OF WRENCH RECESS
SURFACE SPRINKLER (END "A" USED
FITTING FOR TY1334)
TOP -OF- CLOSURE II FIGURE 3
DEFLECTOR + W - TYPE 6 SPRINKLER WRENCH
1 \ TY1334 f
/ � 2 -7/8" DIA.
Pail, (73,0 mm) RECESS
f ! I I ---� - 2 -1/4" DIA.
��
� (57,2 mm)
7/16" 1 •
(11,1 mm) V OS MOUNTING I I
PLATE I I •
END -OF-
DEFLECTOR 1/8" PUSH WRENCH
BOSS I (3,2 mm) IN TO ENSURE
1 -3/8" (34,9 mm) I 1/2" (12,7 mm) ENGAGEMENT
rr WITH SPRINKLER
INKLER
1 -1/8" (28,6 mm) 1/4" (6,4 mm) WRENCHING AREA
FIGURE 4
FIG RE 2 W -TYPE 7 RECESSED
STYLE 20 RECES ED ESCUTCHEON SPRINKLER WRENCH
FOR USE WITH THE • ERIES LFII (TY1334)
RESIDENTIAL HORIZONT • L SIDEWALL SPRINKLER
•
•
TFP41O Page 3 of 8
total number of "design sprinklers" as Do not attempt to compensate for in-
Technical specified in NFPA 13D or NFPA 13R. sufficient adjustment in an Escutcheon
systems designed to NFPA 13, the Plate by under- or over- tightening the
F or s
. Data Sprinkler. Readjust the position of the
• number of design sprinklers is to be
Approvals:
the four most hydraulically demanding sprinkler fitting to suit.
UL and C -UL Listed. NYC Approved sprinklers. The minimum required dis- The Series LFII Horizontal Sidewall
- under MEA 44 -03 -E. charge from each of the four sprinklers Sprinklers must be installed in ac-
is to be the greater of the following: cordance with the following instruc-
Maximum Working Pressure: tions.
—' " - - 175 (12;1 bar) - . ' - - - - •The• flow rates A, B, - -- ._• -.. " - . __ . __
C, and D for NFPA 13D and 13R as Step 1. Horizontal sidewall sprinklers
Discharge Coefficient: a function of temperature rating and are to be installed in the horizontal
K = 4.2 GPM /psi (60,5 LPM /bar1I2) the maximum allowable coverage position with their centerline of water -
Temperature Rating: area. way perpendicular to the back wall and
155"F168°C or 175 °F /79 °C . A minimum discharge of 0.1 gpm/sq. parallel to the ceiling. The word "TOP"
on the Deflector is to face towards the
Finishes: ft. over the "design area" comprised ceiling with the front edge of the De-
White Polyester Coated, of the four most hydraulically de- Hector parallel to the ceiling.
Chrome Plated, or Natural Brass manding sprinklers for the actual
coverage areas being protected by Step 2. With pipe thread sealant ap-
Physical Characteristics: the four sprinklers. plied to the pipe threads, hand tighten
Frame Brass Obstruction To Water Distribution. the sprinkler into the sprinkler fitting.
Button Bronze Locations of sprinklers are to be in Step 3. Tighten the sprinkler into the
Sealing Assembly accordance with the obstruction rules sprinkler fitting -using only the W -Type
Beryllium Nickel w /Teflont of NFPA 13 for residential sprinklers.. 6 Sprinkler _Wrench (Ref. Figure 3).
Bulb 3 mm dia. Glass With reference to Figure 1, the W -Type
Compression Screw Bronze Operational Sensitivity. The sprin- 6 Sprinkler Wrench is to be applied to
Deflector Copper kiers are to be installed with an end -of- the wrench flats.
deflector -boss to wall distance of 1-
tDupont Registered Trademark 3/8 to 6 inches or in the recessed po- The Series LFII Recessed Horizontal
sition using only the Style 20 Re- .Sidewall Sprinklers must be installed
cessed Escutcheon as shown in in accordance with the following in-
Operation Figure 2. structions.
The glass Bulb contains a fluid that In addition the top -of- deflector -to -ceil- Step A. Recessed horizontal sidewall
expands when exposed to heat. When ing distance is to be within the range sprinklers are to be installed in the
- the rated temperature is reached, the (Ref. Table A, B, C, or D) being hy- horizontal position with their centerline
fluid expands sufficiently to shatter the draulically calculated. of waterway perpendicular to the back
glass Bulb allowing the sprinkler to Sprinkler Spacing. The minimum wall and parallel to the ceiling. The
. activate and flow water. p p g' word "TOP" on the Deflector . is to face
spacing between sprinklers is 8 feet towards the ceiling.
(2,4 m). The maximum spacing be-
Design tween sprinklers cannot' exceed the Step B. After installing the Style 20 .
width of the coverage area (Ref. Table Mounting Plate over the sprinkler
Criteria A) being hydraulically calculated (e.g., threads and with pipe thread sealant
maximum 12 feet for a 12 ft. x 12 ft. applied to the pipe threads, hand
The Series LFII (TY1334) Residential coverage area, or 16 feet for a 16 ft. x tighten the sprinkler into the sprinkler
Horizontal Sidewall Sprinklers are UL 20 ft. coverage area). fitting.
and C -UL Listed for installation in ac- Step C. Tighten the sprinkler into the
cordance with the following criteria. Installation sprinkler fitting using only the W -Type
7 Recessed Sprinkler Wrench (Ref.
NOTE The Series LFII (TY1334) must be in- Figure 4). With reference to Figure 1,
When conditions exist that are outside stalled in accordance with the follow- the W -Type 7 Recessed Sprinkler
the scope of the provided criteria, refer ing instructions: Wrench is to be applied to the sprinkler
to the Residential Sprinkler Design NOTES wrench flats.
Guide TFP490 for the manufacturer's Do not install any bulb type sprinkler if Step C. After the wall has been in-
recommendations that may be accept- the bulb is cracked or there is a loss of stalled or the finish coat has been ap-
able to the local Authority Having Ju- liquid from the bulb. With the sprinkler plied, slide on the Style 20 Closure
• risdiction. held horizontally, a small air bubble over the Series LFII Sprinkler and
System Type. Only wet pipe systems should be present. The diameter of the push the Closure over the Mounting
may be utilized. air bubble is approximately 1/16 inch Plate until its flange comes in contact
(1,6 mm). with the wall.
- Hydraulic Design. The minimum re-
• quired sprinkler flow rate for systems A leak tight 1/2 inch NPT sprinkler joint
designed to NFPA 13D or NFPA 13R should be obtained with a torque of 7
are given in Table A, B; C, and D as a to 14 ft.lbs. (9,5 to 19,0 Nm). A maxi-
function of temperature rating and the mum of 21 ft.lbs. (28,5 Nm) of torque
maximum allowable coverage areas. is to be used to install sprinklers.
The sprinkler flow rate is the minimum Higher levels of torque may distort the
required discharge from each of the sprinkler inlet with consequent leak-
age or impairment of the sprinkler.
•
(Continued on Page 8)
•
•
Page 4 of 8 TFP41O
r .
il 0
•
•
ELEVATION '
Maximum Maximum
Coverage Spacing Minimum Flow (c) and Residual Pressure
Area (a) Ft.
Width x Length (b) (m) Top -Of- Deflector - To- Ceiling: Top -Of - Deflector - To- Ceiling:
Ft. x Ft. 4 to 6 Inches (100 to 150 mm) 6 to 12 Inches (150 to'300 mm)
•
(mxm) - .
155 °FI68 °C 175 °F /79 °C 155FI68°C 175FI79°C
• - 12 x 12 12 12 GPM (45,4 LPM) 12 GPM (45,4 LPM) 13 GPM (49,2 LPM) 13 GPM (49,2 LPM)
(3,7 x 3,7) (3,7) 8.2 psi (0,57 bar) 8.2 psi (0,57 bar) 9.6 psi (0,66 bar) 9.6 psi (0,66 bar) .
14 x 14 14 14 GPM (53,0 LPM) 16 GPM (60,6 LPM) 17 GPM (64,3 LPM) 18 GPM (68,1 LPM)
(4,3 x 4,3) (4,3) 11.1 psi (0,77 bar) 14.5 psi (1,00 bar) 16.4 psi (1,13 bar) 18.4 psi (1,27 bar)
16 x 16 16 16 GPM (60,6 LPM) 16 GPM (60,6 LPM) 18 GPM (68,1 LPM) 18 GPM (68,1 LPM)
(4,9 x 4,9) (4,9) 14.5 psi (1,00 bar) 14.5 psi (1,00 bar) 18.4 psi (1,27 bar) 18.4 psi (1,27 bar)
. 16 x 18 16 19 GPM (71,9 LPM) 19 GPM (71,9 LPM) 21 GPM (79,5 LPM) 21 GPM (79,5 LPM)
(4,9 x 5,5) (4,9) 20.5 psi (1,41 bar) 20.5 psi (1,41 bar) 25.0 psi (1,72 bar) 25.0 psi (1,72 bar)
16 x 20 16 23 GPM (87,1 LPM) 23 GPM (87,1 LPM) 26 GPM (98,4 LPM) 26 GPM (98,4 LPM) .
(4,9 x 6,1) (4,9) 30.0 psi (2,07 bar) 30.0 psi (2,07 bar) 38.3 psi (2,64 bar) 38.3 psi (2,64 bar)
(a) For coverage area dimensions less than or between those indicated, it is necessary to use the minimum required flow for the next
highest coverage area for which hydraulic design criteria are stated.
(b) Width (backwall where sprinkler is located) x Length (horizontal throw of sprinkler).
(c) Requirement is based on minimum flow in GPM (LPM) from each sprinkler. The associated residual pressures are calculated using
the nominal K- factor. Refer to Hydraulic Design Criteria Section for details.
(d) Sidewall sprinklers, where installed under a ceiling with a slope greater than 0 inch rise for a 12 inch run to a slope up to 2 inch
rise for 12 inch run, must be located per one of the following:
• Locate the sprinklers at the high point of the slope and positioned to discharge down the slope.
• Locate the sprinklers along the slope and positioned to discharge across the slope.
- • TABLE A
NFPA 13D AND NFPA 13R WET PIPE HYDRAULIC DESIGN CRITERIA
' . FOR THE SERIES LFII (TY1334)
RESIDENTIAL HORIZONTAL SIDEWALL AND RECESSED HORIZONTAL SIDEWALL SPRINKLERS
FOR HORIZONTAL CEILING (Maximum 2 Inch Rise for 12 Inch Run)
•
•
TFP410 Page 5 of 8
12"
•
8" MAXIMUM
•
•
ELEVATION
Minimum Flow (C) and Residual Pressure
(I) Two sprinkler design with the sprinklers at the high point of the slope and positioned
to discharge down the slope.
Maximum Maximum
Coverage Spacing
•
Area (a) Ft.
Width x Length (b) (m)
Ft. x Ft. Top-Of-Deflector-To- Ceiling: Top -0f - Deflector- To- Ceiling:
(m , x m) 4 to 6 Inches (100_to 150 mm) 6 to 12 Inches (150 to 300 mm)
155 °F168 °C 175 °FI79 °C 155 °F168 °C 175F/79°C
12 x 12 12 1 12 GPM (45,4 LPM) I 12 GPM (45,4 LPM) I 13 GPM (49,2 LPM) 1 13 GPM (49,2 LPM)
(3,7 x 3,7) (3,7) 8.2 psi (0,57 bar) 8.2 psi (0,57 bar) 9.6 psi (0,66 bar) 9.6 psi (0,66 bar)
14 x 14 14 1 14 GPM (53,0 LPM) 1 14 GPM (53,0 LPM) 1 17 GPM (64.3 LPM) I 17 GPM (64.3 LPM) •
(4,3 x 4,3) (4,3) 11:1 psi (0,77 bar). 11.1 psi (0,77 bar) 16.4 psi (1,13 bar) 16.4 psi (1,13 bar)
16 x 16 16 1 16 GPM (60,6 LPM) 1 16 GPM (60,6 LPM) 1 18 GPM (68,1 LPM) 1 18 GPM (68,1 LPM)
• (4,9 x 4,9) (4,9) 14.5 psi (1,00 bar) 14.5 psi (1,00 bar) 18.4 psi (1,27 bar) 18.4 psi (1,27 bar)
16 z 18 16 1 19 GPM (71,9 LPM) I 19 GPM (71,9 LPM) 1 21 GPM (79,5 LPM) 1 21 GPM (79,5 LPM)
(4,9 x 5,5) (4,9) 20.5 psi (1,41 bar) ' 20:5 psi (1,41 bar) 25.0 psi (1,72 bar) 25.0 psi (1,72 bar)
16 x 20 16 1 24 GPM (90,8 LPM) 1 24 GPM (90,8 LPM) 1 26 GPM (98,4 LPM) 1 .26 GPM (98,4 LPM)
(4,9 x 6,1) (4,9) 32.7 psi (2,25 bar) 32.7 psi (2,25 bar) 38.3 psi (2,64 bar) 38.3 psi (2,64 bar)
•
(a) For coverage area dimensions less than or between those indicated, it is necessary to use the minimum required flow for the next
highest coverage area for which hydraulic design criteria are stated.
(b) Width (backwall where sprinkler is located) x Length (horizontal throw of sprinkler).
(c) Requirement is based on minimum flow in GPM (LPM) from each sprinkler. The associated residual pressures are calculated using
the nominal K- factor. Refer to Hydraulic Design Criteria Section for details.. •
TABLE B
A D AND NFPA PIPE HYDRAULIC DESIGN IRIA
FOR THE SERIES LFII (TY1334)
RESIDENTIAL HORIZONTAL 13 SIDEWALL 13R AND WET RECESSED HORIZONTAL S/DEWAL L SPRINKLERS
NFP
FOR SPRINKLERS AT THE HIGH POINT OF THE SLOPE AND DISCHARGING DOWN THE SLOPE
(Greater Than 2 Inch Rise for 12 Inch Run Up To 8 Inch Rise for 12 Inch Run)
•
•
Page 6 of 8 TFP41O
12"
4" MAXIMUM
•
•
1
•
•
ELEVATION
Minimum Flow (C) and Residual Pressure
(II) Two sprinkler design with the sprinklers located along the slope and positioned to
• discharge across the slope.
Maximum Maximum (Ill) Three sprinkler design when there are more than two sprinklers in a compartment and
Coverage Spacing with the sprinklers located along the slope,and positioned to discharge across the slope.
Area (a) Ft.
Width x Length (b) (m)
Ft. x Ft. Top-Of-Deflector- To- Ceiling: Top -Of - Deflector- To- Ceiling:
(m x m) 4 to 6 Inches (100 to 150 mm) 6 to 12 Inches (150 to 300 mm) •
155 °FI68 °C 175 °F /79 °C 155 °F /68 °C 175 °F /79 °C
12 x 12 12 II 16 GPM (60,6 LPM) II 16 GPM (60,6 LPM) 11 18 GPM (68,1 LPM) II 18 GPM (68,1 LPM)
(3,7 x 3,7) (3,7) 14.5 psi (1,00 bar) 14.5 psi (1,00 bar) 18.4 psi (1,27 bar) 18.4 psi (1,27 bar)
14 x 14 14 II 16 GPM (60,6 LPM) 11 16 GPM (60,6 LPM) II 18 GPM (68,1 LPM) 11 18 GPM (68,1 LPM)
(4,3 x 4,3) (4,3) 14.5 psi (1,00 bar) 14.5 psi (1,00 bar) 18.4 psi (1,27 bar) 18.4 psi (1,27 bar)
16 x 16 16 II 16 GPM (60,6 LPM) II 16 GPM (60,6 LPM) 11 18 GPM (68,1 LPM) II 18 GPM (68,1 LPM)
• (4,9 x 4,9) (4,9) 14.5 psi (1,00 bar) 14.5 psi (1,00 bar) 18.4 psi (1,27 bar) 18.4 psi (1,27 bar)
16 x 18 16 II 22 GPM (83,3 LPM) II •22 GPM (83,3 LPM) II 22 GPM (83,3 LPM) II 22 GPM (83,3 LPM)
(4,9 x 5,5) (4,9) • 27.4 psi (1,89 bar) 27.4 psi (1,89 bar) 27.4 psi (1,89 bar) ,27.4 psi (1,89 bar)
16 x 20 16 Ill 23 GPM (87,1 LPM) III 23 GPM (87,1 LPM) 111 26 GPM (98,4 LPM) III 26 GPM (98,4 LPM)
(4,9 x 6,1) (4,9) 30.0 psi (2,07 bar) 30.0 psi (2,07 bar) 38.3 psi (2,64 bar) 38.3 psi (2,64. bar)
(a) For coverage area dimensions less than or between those indicated, it is necessary to use the minimum required flow for the next
highest coverage area for which hydraulic design criteria are stated.
(b) Width (backwall where sprinkler is located) x Length (horizontal throw of sprinkler).
(c) Requirement is based on minimum flow in GPM (LPM) from each sprinkler. The associated residual pressures are calculated using
the nominal K- factor. Refer to Hydraulic Design Criteria Section for details..
TABLE C
NFPA 13D AND NFPA 13R WET PIPE HYDRAULIC DESIGN CRITERIA
FOR THE SERIES LFII (TY1334)
RESIDENTIAL HORIZONTAL SIDEWALL AND RECESSED HORIZONTAL SIDEWALL SPRINKLERS
FOR SPRINKLERS LOCATED ALONG A SLOPE AND DISCHARGING ACROSS THE SLOPE
(Greater Than 2 Inch Rise for 12 Inch Run Up To 4 Inch Rise for 12 Inch Run)
•
•
•
TFP41O Page 7 of 8
•
•
12"
•
8" MAXIMUM
•
•
•
ELEVATION
•
Minimum Flow (c) and Residual Pressure
(Ill) Three sprinkler design when there are more than two sprinklers in a compartment and
with the sprinklers located along positioned to discharge across the slope.
Maximum Maximum
Coverage Spacing
Area (a) Ft.
Width x Length (b) (m)
Ft. x Ft. Top -Of - Deflector- To- Ceiling:
(m x m) 4 to 6 Inches (100 to 150 mm)
155 °FI68 °C 175 °FI79 °C
12 x 12 12 III 16 GPM (60,6 LPM) III 16 GPM (60,6 LPM)
(3,7 x 3,7) (3,7) 14.5 psi (1,00 bar) 14.5 psi (1,00 bar)
•
14 x 14 14 III 16 GPM (60,6 LPM) Ill 16 GPM (60,6 LPM)
(4,3 x 4,3) (4,3) 14.5 psi (1,00 bar) 14.5 psi (1,00 bar)
16 x 16 16 III 16 GPM (60,6. LPM) III 16 GPM (60,6 LPM)
(4,9 x 4,9) (4,9) 14.5 psi (1,00 bar) 14.5 psi (1,00 bar)
16 x 18 16 N/A N/A
(4,9 x 5,5) (4,9) •
16 x 20 16 . N/A N/A
(4,9 x 6,1) (4,9)
(a) For coverage area dimensions less than or between those indicated, it is necessary to use the minimum required flow for the next
highest coverage area for which hydraulic design criteria are stated.
(b) Width (backwall where sprinkler is located) x Length (horizontal throw of sprinkler).
(c) Requirement is based on minimum flow in GPM (LPM) from each sprinkler. The associated residual pressures are calculated using
the nominal K- factor. Refer to Hydraulic Design Criteria Section for details..
TABLE D
• NFPA 13D AND NFPA 13R WET PIPE HYDRAULIC DESIGN CRITERIA
FOR. THE - SERIES LFII (TY1334)
RESIDENTIAL HORIZONTAL SIDEWALL AND RECESSED HORIZONTAL SIDEWALL SPRINKLERS
FOR SPRINKLERS LOCATED ALONG, A SLOPE AND DISCHARGING ACROSS THE SLOPE
(Greater Than 4 Inch Rise for 12 Inch Run Up To 8 Inch Rise for 12 Inch Run)
•
•
Page 8 of 8 TFP41O
Care and Limited Ordering
Maintenance . Warranty Procedure
The Series LFII (TY1334) must be Products manufactured by Tyco Fire & When placing an order, indicate the
maintained and serviced in accord- Building Products (TFBP) are war- full product name. Contact your local
° ance with the following instructions: ranted solely to the original Buyer for distributor for availability..
NOTES ten (10) years against defects in mate- S r inkler Assembly:
Absence of an Plate may rial and workmanship. when • paid for .- -p - - -• • - •• •• • -•
delay the sprinkler operation in a fire and properly installed and maintained Series LFII (TY1334), K =4.2, Residen-
situation. under normal use and service. This tial Horizontal Sidewall Sprinkler with
Before closing a protection system warranty will expire ten (10) years (specify) temperature rating and
9 P Y from date of shipment by TFBP. No (specify) finish, P/N (specify).
main control valve for maintenance warranty is given for products or corn -
work on the fire protection system ponents manufactured by companies 155 °F /68 °C or
which it controls, permission to shut not affiliated by ownership with TFBP Chrome Plated P/N 51- 211 -9 -155
down the affected fire protection sys- or for roducts and components which 155°F/68 °c
tem must be obtained from the proper p p White Polyester P/N 51- 211 -4 -155
authorities and all personnel who may have been subj to misuse, improper 155 °F /68 °C
be affected b y t his action must be no- installation corrosion or which have White
y not been installed, maintained, modi- (RALSO1o)• P/N 51- 211 -3 -155
tified. fied or repaired in accordance with ap- 155 °F168C
Sprinklers which are found to be leak- plicable Standards 175
of the National Fire Natural Brass P/N 51- 211 -1 -155
p °F /79 °C or
ing or exhibiting visible signs of corro- Protection Association, and /or the Chrome Plated P/N 51- 211 -9 -175
sion must be replaced. standards . of any other Authorities 175 °F /79 °C
Automatic sprinklers must never b Having Jurisdiction. Materials found 17 F to Polyester
P/N 51-211-4-175
painted, plated, coated, . or otherwise by TFBP to be defective shall be either White
altered after leaving the factory. Modi- repaired or replaced, at TFBP's sole (RAL9010)• P/N 51 -211 -3 -175
fied sprinklers must be replaced. option. TFBP neither assumes, nor 175 °F /79 °C
Sprinklers that have been exposed to authorizes any person to assume for it, Natural Brass P/N 51- 211 -1 -175
corrosive products of combustion, but any other obligation in connection with
*Eastern Hemisphere sales only.
have not operated, should be replaced the sale of products or parts of prod -
if they cannot .be completely cleaned ucts. TFBP shall not be responsible for Recessed Escutcheon:
by wiping the sprinkler with a cloth or sprinkler system design errors or inac-
by brushing it with a soft bristle brush. curate or incomplete information sup- Specify: Style 20 Recessed Escutch-
Care must be exercised to avoid dam- plied by Buyer or Buyer's repre- eon with (specify *) finish, P/N (spec -
age to the sprinklers - before, during, sentatives. ify ).
and after installation. Sprinklers dam- In no event shall TFBP be liable, in *Refer to Technical Data Sheet TFP770.
aged by dropping, striking, wrench contract, tort, strict liability or under
• twist/slippage, or the like, must be re- any other legal theory, for incidental, Sprinkler Wrench:
placed. Also, replace any sprinkler that indirect, special or consequential dam- S W -Type 6 Sprinkler Wrench,
has a cracked bulb or that has lost ages, including but not limited to-labor P/ N 56- 000 -6 -387.
liquid from its bulb. (Ref. Installation charges, regardless of whether TFBP
Section). was informed about the possibility of Specify: W -Type 7 Sprinkler Wrench,
The owner is responsible for the in- such damages, and in no event shall P/N 56- 850 -4 -001.
spection, testing, and maintenance of TFBP's liability exceed an amount
their fire protection system and de- equal to the sales price.
vices in compliance with this docu- The foregoing warranty is made in lieu
ment, as well as with the applicable of any and all other warranties. ex-
standards of the National Fire Protec- press or implied. including warranties
tion Association (e.g., NFPA 25), in of merchantability and fitness for a par-
addition to the standards of any other
authorities having jurisdiction. The in-
licular purpose.
stalling contractor or sprinkler manu- This limited warranty sets forth the ex-
facturer should be contacted relative clusive remedy for claims based on
to any questions. failure of or defect in products, materi-
NOTE als or components, whether the claim
• The owner must assure that the sprin- is made in contract, tort, strict liability
klers are not used for hanging of any or any other legal theory.
objects and that the sprinklers are onl This warranty will apply to the full ex-
cleaned by means of gently dusting tent permitted by law. The invalidity, in
with a feather duster; otherwise, non - whole or part, of any portion of this
operation in the event of a fire or inad- warranty will not affect the remainder.
vertent operation may result.
It is recommended that automatic
sprinkler systems be inspected,
tested, and maintained by a qualified •
Inspection Service in accordance with
local requirements and /or national
. codes.
TYCO FIRE & BUILDING PRODUCTS, 451 North Cannon Avenue, Lansdale, Pennsylvania 19446
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- TAL has you covered.
The heart of any pumping system is the controller. It largely
milk
determines whether the system lives o d ies. With the
.�A industries l track record in t he design and
manufacture of prem Residential Fire Pump Systems, we
here at Talco understand t his . That is w hy y ou will never see
U a simple pr essure s by itself on any o ou system
Period. Every system we sell fea a UL /CSA listed
controller including a Minimum Run Timer a nd Nema Rated
Motor Contactor Liv depend on it
The new Talco L SF -C - Residential Fir Pump Sy stem
Uncommon quality...
Uncommon features...
Unbeatable price...
s =:
GENERAL INFORMATION
A pressure switch • lo is not enough.
•
Commercial pressure switches applied to domestic water systems are always used in
conjunction with hydro pneumatic pressure tanks that protect the switch and pump motor
_;" �' #rom the damaging effectsof rapid_cydiAg,- the_ number _one- cause..of-system_failure. The... -.._ ._ .
pressure tank provides a draw down capacity so the pump always runs for a minimum of
one to two minutes. This allows dissipation of the excessive heat generated when the motor
starts. Equally as important, it keeps the pressure switch from chattering, which can destroy
it's contacts in a matter of minutes as motor starting current arcs across them repeatedly.
In the absence of a pressure tank, a "minimum run timer" must be used to guarantee that
the pump does not rapidly turn on and off repeatedly. Since these timers are not rated for
motor current it is necessary to use a properly sized motor contactor, controlled by the
pressure switch and timer, to start and stop the pump motor. An added benefit of this
approach is that the pressure switch and timer conduct only the very small amount o current
used by the coil of the motor contactor. Unless these measures are taken the pump will
generally start and stop several times a second during the low flow situations that comprise
the large majority of real life events in residential fire protection. This causes motor starting
current (about seven times full load running amps) to spike all of the electrical components
:.. in the system relentlessly, which can cause the circuit breaker to trip or the pressure switch or
the motor to fail very quickly. (Well before the N minute water su pply for a typical residential
fire sprinkler system is exhausted.) Play it safe. Never rel on a pressure switch alone lives
depend on it.
TALCO Fire Systems... We have you covered.
Talco LSF -C Series Performance
�< ,-��'� LSF -150 -C LSF -300 -C LSF -500 -C
- 1.5HP 3HP 5HP
�� ��,� t � GPM PSI PSI PSI
I 25 45 57 59
A r , - 4 -''°'- , -)' 30 44 55 58
, * 35 43 54 57
, z �� '� 40 41 53 57
v�r:; 45 40 51 56
50 39 50 55
55 NA 49 54
60 NA 48 53
TALC �� � �-
5695 SE Internat Way Suite D • Milwaukie, OR 97222
800- 878 - 8055 .. ax 503 - 653 -8797
sstalcofire Q► teleport.com
,.., TALE° ... 400R
1
400 Gallon Rectangle. `
•
Poly Water Storage Tank
Y g Automatic Fill Valve
• w/ Float Assembly (
/ C—Li-----7 O../t.111,–
, 0 - 65 1
2 Overflow
1 Bulkhead Fitting (1")
i• , 0 - -
A ` 1%2" x 27" Pump to Tank
1
61 Suction Hose
w /Shut -off Valve
Pump Suction
Bulkhead Fitting (1%2 ") . .m - � , - . 1-
3 29
. 1 ii
All dimensions in inches-
TALC-OFIRE SYSTEMS .
5695 S.E. International Way, Suite D
• p Milwaukie, OR 97222.
Tank Weight. 180# (503) 653 -8055 fax: (503) 653 -8797
Garrett Street'4 -Flex . "Drawing Date:04 /28/09 4/30/09 9:23
C 16°)
. .HYDRAULIC DESIGN.INFORMATION SHEET ,
Job Name: Garrett Street 4-Flex ' 1 0 6
J Location:' 10050 SW Garrett.St. Qck � tiO�
� "
Tigard,_ OR 97223 P �� �1O\
. Drawing Date:.04 /28/09' C • Remote Area Number: 1 G� •
Contractor: SimplexGrinnell Telephone:503- 683 -9000 ���
•
' 6305 SW Rosewood.St. $\)
• Lake Oswego, OR 97035 . ' " . ". -
Designer: Michael Easley "'
Calculated By:SprinkCAD
www.sprinkcad.com
451 N..Cannon Ave.
Lansdale, PA 19446
Construction: Occupancy:
Reviewing Authorities:
SYSTEM DESIGN
Code: Hazard: System Type:WET
Area of Sprinkler Oper. 256 sq ftl Sprinkler or Nozzle .
Density (gpm /sq ft) RES I Make: TYCO ,.
Area per Sprinkler 256.0 sq ftl Model: LFII .
Hose Allowance Inside 0 gpm I K- Factor: 4.20
Hose Allowance Outside 0 gpm I Temperature Rating: 155
ALCULATION SUMMARY 2 Flowing Outlets
'gpm Required: 32.5 psi Required: 38.9 @ Source
WATER SUPPLY .
Water Flow Test I Pump Data
Date of Test I Rated Capacity 0 gpm
Static Pressure 0.0 psi I Rated Pressure 0.0 psi
Residual Pres 0.0 psi I Elevation 0
At a Flow of 0 gpm I Make:
Elevation 0" I Model: '
• Location:
Source of Information:
SYSTEM VOLUME 23 Gallons
' Notes: ���E PROFS
5 N /p
i v 4. 9 $
f "l Q 9
47432PE • r
' 4 y OREGON
B V AR Y 9 �
RF7'T BIS G� "
EXPIRA DATE: • • L 3i -�
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Garrett.Street 4 -Flex Drawing Datte:04 /28/09 4/30/09 9:23
. HYDRAULIC CALCULATION DETAILS
•
HYDRAULIC FLOW LOSS
, J.'YDESCRIPTION LENGTH C ID gpm psi TOTALS
Hydr Ref W • Required at Hyd Area 1 32 32.6 psi
• • .1 1 -1/2" CPVC, 90 Ell . . 7' 120 1.610 32 0.4
•1 •Thrd Check Valve Generic NFPA V 7' 120 1.380 32 0.6
- • - 1' .Pipe 1 PVx15 _ -10' 150. 1.602. . • •32 -• 0-:3 •
• 1 Pipe 1'" PVx15 50' 150 1.602 32 1.3
Elevation Change 8'0 3.5
1 1 -1/2" Thrd 90.El1 DI 4' 120" 1.610 32 0.2
Hydr Ref'R1 Required at Source '32 38.9 psi
Water Source 0.0 psi static, 0.0 psi residual @ 0 gpm 32 gpm 0.0 psi
SAFETY PRESSURE 0.0 psi
Available Pressure of•0.0 psi is NOT SUFFICIENT to meet
Required Pressure of 0 psi by -0 psi
Maximum Water Velocity is 12.2 fps
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Garrett Street 4 -Flex Drawing Date:04 /28/09 4/30/09 9:23
Page 3
• FITTING NAME TABLE
ABBREV. NAME
C Coupling
E 90' Standard Elbow
F 45'.Elbow
c S Straight Flow Thru Tee
T 90' Flow Thru Tee
• V Valve
LEGEND .
HYD REF Hydraulic reference. Refer to accompanying flow diagram. _
K FACTOR Flow factor for open head or path where Flow (gpm) = K x - \/P
Qa Flow added or subtracted
Qt Total flow
DIA Actual internal diameter of pipe
C Hazen Williams pipe roughness factor
Pf /ft Friction loss per foot of pipe
PIPE Length of pipe
FTNG'S Number of fittings. See table above.
TOTAL Total length (PIPE + FTNG'S)
Total pressure (psi) at fitting
Pressure due to change in elevation
where Pe = 0.433 x change in elevation
Pf Friction loss (psi) to fitting
where Pf = 1 x 4.52 x (Q /C) ^1.85 / ID ^4.87
Pv Velocity pressure (psi)
where Pv = 0.001123 x Q ^2 /ID ^4
Pn Normal pressure (psi), where Pn = Pt Pv
NOTES:
- Pressures are balanced to 0.01 psi. Pressures are listed to
0.1 psi. Addition may vary by 0.1 psi due to accumulation of
round off.
- Calculations conform to NFPA 13.
- Velocity Pressures are not considered in these Calculations
•
Garrett Street 4 -Flex Drawing Date:04 /28/09 4/30/09 9:23
Page 4
•
ODE ELEVATION SPRINKLER PRESSURE ACTUAL MINIMUM ACTUAL
NUMBER K- FACTOR FLOW FLOW DENSITY
(FT) (GPM /(PSI ^)) (PSI) (GPM) (GPM) (GPM /SQ.FT)
101 8.00 4.20 14.5 16.0 16.0 0.06
102 8.00 4.20 15.4 16.5 16.0 0.06
_110. . 8.00 26.1
. 111 8.00 24.2
W 1.00. 32.6
Max velocity of 12.17 occurs in the pipe from 102 TO 111
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6
Garrett Street 4 -Flex Drawing Date:04 /28/09 4/30/09 9:23
Tyco Fire Products Page 5
,HYD. Qa DIA. FITTING PIPE Pt Pt
REF "C" TYPES FTNG'S Pe Pv * * * * * ** NOTES * * * * * **
POINT Qt. Pf /ft TOTAL Pf Pn
. PATH 1 FROM HYDRAULIC REFERENCE 101 TO W (PRIMARY PATH)
&
15.99 1.049 9.96 14.5 14.5 K = 4.20
' 101 C =120 0.00 0.0 0
15.99 0.086 9.96 0.9 " 14.5 Vel = 6.00
16.46 1.049 2E 23.84 15.4 15."4 K = 4.20
102 C =120 4.00 0.0 0.0
32.45 0.3 27.84 8.9 15.4 Vel = 12.17
1.380 2E 16.59 24.2 24.2
111 C =120 6.00 0.0 0.0
32.45 0.084 22.59 1.9 '24.2 Vel = 7.03
1.610 3E 67.91 26.1 26.1
110 C =120 1T 20.00 3.0 ` 0..'0
32.45 0.040 87.91 3.5 26.1 Vel = 5.16
W 32.45 32.6 K = 5.68
UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI)
•