Tyco LFII Series Guide

Series LFII Residential Sprinkler
Design Guide
Page 1 of 10 AUGUST 2022 TFP490
Worldwide
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Refer to Technical Data Sheet
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Table of
Contents
Sections
General Description ..............1
Design: Background .............1
Design: Hydraulics ...............2
Design: Sprinkler Location....... 3-4
Installation . . . . . . . . . . . . . . . . . . . . . 4
Care and Maintenance............4
Limited Warranty ................4
Tables
Series LFII Residential Sprinklers ...2
Rise Over Run Conversion to
Degrees of Slope ................3
Figures
Spacing Under Sloped Ceilings .. 5-8
Positioning of Sprinklers with
Respect to Obstructions ..........9
to a given installation and usage of
each sprinkler. Consequently, the sprin-
kler system designer is recommended
to review and develop a working under-
standing of the complete list of criteria
prior to initiating the design of a resi-
dential re sprinkler system.
NOTICE
The Series LFII Residential Sprinklers
described herein must be installed
and maintained in compliance with
this document, as well as with the
applicable standards of the NATIONAL
FIRE PROTECTION ASSOCIATION, in
addition to the standards of any other
authorities having jurisdiction. Failure
to do so may impair the performance
of these devices.
The owner is responsible for maintain-
ing their fire protection system and
devices in proper operating condition.
The installing contractor or sprinkler
manufacturer should be contacted with
any questions.
General
Description
Johnson Controls Residential Sprin-
klers are a type of fast-response auto-
matic sprinklers. They are to be used
only in wet or dry pipe residential sprin-
kler systems for one-and two-family
dwellings and mobile homes per NFPA
13D; wet or dry pipe residential sprin-
kler systems for residential occupan-
cies up to and including four stories
in height per NFPA 13R; or, wet or dry
pipe sprinkler systems for the resi-
dential portions of any occupancy per
NFPA 13.
This document provides design guid-
ance for the Series LFII Residential
Sprinklers outlined in Table A.
Residential fire sprinkler systems
should only be designed and installed
by those competent and completely
familiar with automatic sprinkler system
design, installation procedures, and
techniques. Several criteria may apply

TFP490
Page 2 of 10
Design:
Background
All Series LFII Residential Sprinklers are
tested and listed under UL 1626 “Stan-
dard for Residential Sprinklers for Fire
Protection Service” with specic pub-
lished spacings, ows, and pressures
for each residential sprinkler identied
by its Sprinkler Identication Number
(SIN) and as detailed in the Technical
Data Sheets referenced in Table A.
The design criteria for Series LFII res-
idential sprinklers contained in the
current NFPA Standards must be fol-
lowed except as modied by the indi-
vidual UL 1626 listing information
provided in the Technical Data Sheets
referenced in Table A and this design
guide.
NOTICE
The approval of all residential sprin-
kler designs and installations must be
made by the authority having jurisdic-
tion for compliance with all governmen-
tal codes and standards.
Design:
Hydraulics
NFPA 13D. The number of design
sprinklers shall include all sprin-
klers within a compartment up to a
maximum of two sprinklers where spe-
cic UL Listed ows are provided. The
minimum required sprinkler ow rate
for systems designed to NFPA 13D
are given in the Technical Data Sheets
referenced in Table A, as a function of
temperature rating and the maximum
allowable coverage areas.
Note: For actual coverage areas less
than or between those indicated in
the Technical Data Sheets referenced
in Table A, it is necessary to use the
minimum required flow for the next
largest coverage area.
Example No. 1: Assuming the use of a
pendent sprinkler, the actual coverage
area being protected is 14 ft x 16 ft.
In this case the minimum ow require-
ment for a 16 ft x 16 ft coverage area
must be used.
Example No. 2: Assuming the use of a
pendent sprinkler, the actual coverage
area being protected is 17 ft x 17 ft.
In this case the minimum ow require-
ment for a 18 ft x 18 ft coverage area
must be used.
NFPA 13R. The number of design
sprinklers shall include all sprin-
klers within a compartment up to a
maximum of four sprinklers where spe-
cic UL Listed ows are provided. The
minimum required sprinkler ow rate
for systems designed to NFPA 13R
are given in the Technical Data Sheets
referenced in Table A, as a function of
temperature rating and the maximum
allowable coverage areas.
Note: For actual coverage areas less
than or between those indicated in
the Technical Data Sheets referenced
in Table A, it is necessary to use the
minimum required flow for the next
largest coverage area.
Example 1: Assuming the use of a
pendent sprinkler, the actual coverage
area being protected is 14 ft x 16 ft.
In this case the minimum ow require-
ment for a 16 ft x 16 ft coverage area
must be used.
Example 2: Assuming the use of a
pendent sprinkler, the actual coverage
area being protected is 17 ft x 17 ft.
In this case the minimum ow require-
ment for a 18 ft x 18 ft coverage area
must be used.
NFPA 13. The number of design sprin-
klers is to be the four most hydraulically
demanding sprinklers. The minimum
required discharge from each of the
four sprinklers is to be the greater of
the following:
• The ow rates given in the Technical
Data Sheets referenced in Table A for
NFPA 13D and 13R as a function of
temperature rating and the maximum
allowable coverage area.
Note: For actual coverage areas less
than or between those indicated in
the Technical Data Sheets referenced
in Table A, it is necessary to use the
minimum required flow for the next
largest coverage area.
• A minimum discharge of 0.1 gpm/ft²
over the “design area” comprised of
the four most hydraulically demand-
ing sprinklers for the actual cover-
age areas being protected by the
four sprinklers.
Note: The greatest dimension of the
actual coverage area cannot be any
greater than the maximum coverage
areas indicated in the Technical Data
Sheets referenced in Table A.
Sprinkler
Identification
Number (SIN) Type K-factor Technical
Data Sheet
Number
TY1234
Pendent and
Recessed Pendent
3.0 TFP402
TY2236 4.9 TFP403
TY3934 5.8 TFP401
TY4234 Pendent, Recessed Pendent and
Domed Plate Concealed Pendent 6.9 TFP408
TY1334
Horizontal Sidewall and
Recessed Horizontal Sidewall
4.2 TFP410
TY2334 4.4 TFP412
TY3334 5.6 TFP415
TY4334 5.8 TFP417
TY2324 Concealed
Horizontal Sidewall 4.2 TFP445
TY2534
Flat Plate
Concealed Pendent
4.9 TFP446
TY3534 4.9 TFP447
TY3584 5.8 TFP448
TY2235 Dry
Recessed Pendent 4.9 TFP460
TY2335 Dry Horizontal Sidewall and
Recessed Horizontal Sidewall 4.4 TFP461
TABLE A
SERIES LFII RESIDENTIAL SPRINKLERS

TFP490
Page 3 of 10
Example 1: A corridor being protected
is 8 ft wide; consequently, an actual
coverage area of 8 ft x 20 ft is being
contemplated. Based on using the LFII
(TY2236) Residential Pendent Sprinkler,
the ow rate provided in TFP403 for a
20 ft x 20 ft coverage area is 20 gpm.
However based on minimum discharge
of 0.1 gpm/ft² the ow rate would be 16
gpm. In this case a minimum ow rate
of 20 gpm for this design sprinkler must
be utilized.
Example 2: A long narrow room being
protected is 12 ft wide; consequently,
an actual coverage area of 12 ft x 20
ft is being contemplated. Based on
using the LFII (TY2236) Residential
Pendent Sprinkler, the ow rate pro-
vided in TFP403 for a 20 ft x 20 ft cov-
erage area is 20 gpm. However based
on minimum discharge of 0.1 gpm/ft²
the ow rate would be 24 gpm. In this
case a minimum ow rate of 24 gpm for
this design sprinkler must be utilized.
Compartment. A compartment is a
space that is completely enclosed by
walls and a ceiling. The compartment
enclosure may have openings to an
adjoining space, provided the open-
ings have a minimum lintel depth of 8
inches from the ceiling.
Sloped Ceilings. For systems
designed to NFPA 13, 13D, or 13R and
where specic UL Listed ows have
not been provided for sloped ceilings,
consult with the local authority having
jurisdiction with regard to the number
of “design sprinklers” for sloped ceil-
ings having a slope greater than a 2 in.
rise for a 12 in. run.
Design:
Sprinkler
Location
When locating the Series LFII Resi-
dential Sprinklers, Sprinkler Spacing,
Obstruction To Water Distribution, Heat
Sensitivity, Preventing Cold Soldering,
and Proximity To A Heat Source must
all be considered.
Table B provides a conversion of
“Rise Over Run” that is a conventional
method of dening slope in architec-
tural drawings to “Degrees Of Slope”
as used in this guideline.
Sprinkler Spacing Under Horizontal
Ceilings (Up to 9 degrees of slope).
Residential sprinklers are utilized for
various maximum spacings in accor-
dance with minimum ows and pres-
sures. Typical coverage areas for
pendent sprinklers are 12 ft x 12 ft up to
20 ft x 20 ft, and typical coverage areas
for horizontal sidewall sprinklers are
12 ft x 12 ft up to 16 ft x 20 ft. Refer to
the Technical Data Sheets referenced
in Table A for coverage areas, and refer
to the applicable NFPA standard for
Spacing Rules Under Horizontal Ceil-
ings. Understanding the intended area
of coverage while using this guide is
critical.
Always remember that the spacing of
sprinklers under horizontal ceilings
with slopes greater than 0 degrees
(i.e., non-level) is measured along the
slope when determining distance off of
walls and between sprinklers.
Sprinkler Spacing Under Sloped
Ceilings (10 to a 60 degrees of
slope).
Residential sprinklers are utilized for
various maximum spacings in accor-
dance with minimum ows and pres-
sures. Typical coverage areas for
pendent sprinklers are 12 ft x 12 ft up
to 20 ft x 20 ft, and typical coverage
areas for horizontal sidewall sprinklers
are 12 ft x 12 ft up to 16 ft x 20 ft. Refer
to the Technical Data Sheets refer-
enced in Table A for coverage areas,
and see Figure 1 for Spacing Rules
Under Sloped Ceilings. Understanding
the intended area of coverage while
using this guide is critical.
Always remember that the spacing of
sprinklers under sloped ceilings is mea-
sured along the slope when determin-
ing distance off of walls and between
sprinklers.
Obstruction to Water Distribution.
Location with respect to obstructions
to water distribution are addressed
by the applicable NFPA standard. For
other obstruction scenarios which are
not addressed by NFPA, see the appro-
priate gures within this data sheet. If
a sprinkler water distribution pattern
is obstructed, the obstruction is to be
considered the maximum distance of
coverage for a given sprinkler and addi-
tional sprinklers beyond the obstruction
will be necessary. Because of the varied
nature of residential type construc-
tion, there will be some compartment
designs that cannot be fully sprinklered
in accordance with the recommenda-
tions of NFPA 13, 13D, or 13R. In the
event of this condition, consult with the
authority having jurisdiction.
Appendix material in NFPA 13D and
13R references the evaluation of certain
small areas.
Small areas created by architectural
features such as planter box windows,
bay windows, and similar features can
be evaluated as follows:
(a) Where no additional oor space area
is created by the architectural feature,
no additional sprinkler protection is
required.
(b) Where additional floor space is
created by an architectural feature,
no additional sprinkler protection is
required, provided all of the following
conditions are met:
• The oor area does not exceed 18
square feet.
• The oor area is not greater than 2
feet in depth at the deepest point of
the architectural feature to the plane
of the primary wall where measured
along the nished oor.
• The oor is not greater than 9 feet
in length where measured along the
plane of the primary wall.
Rise, Inches
12 60° 56° 53° 50° 46° 45°
11 58° 54° 51° 48° 45° 42°
10 59° 55° 51° 48° 45° 42° 40°
956° 52° 48° 45° 42° 39° 37°
858° 53° 49° 45° 42° 39° 36° 34°
760° 54° 49° 45° 41° 38° 35° 32° 30°
656° 50° 45° 41° 37° 34° 31° 29° 27°
559° 51° 45° 40° 36° 32° 29° 27° 24° 23°
463° 45° 39° 34° 30° 27° 24° 22° 20° 18°
356° 45° 37° 31° 27° 23° 21° 18° 17° 15° 14°
245° 34° 27° 22° 18° 16° 14° 13° 11° 10° 9°
145° 27° 18° 14° 11° 9° 8° 7° 6° 6° 5° 5°
12345678910 11 12
Run, Inches
TABLE B
RISE OVER RUN CONVERSION TO DEGREES OF SLOPE

TFP490
Page 4 of 10
Measurement from the deepest point of
the architectural feature to the sprinkler
should not exceed the maximum listed
spacing of the sprinkler. The hydrau-
lic design is not required to consider
the area created by the architectural
feature.
Figure 2 provides guidance for position-
ing of pendent and horizontal sidewall
sprinklers with respect to obstructions
along a wall, and in the case of pendent
sprinklers the positioning of sprinklers
on both sides of a continuous obstruc-
tion located at the ceiling. Consider-
ation must be given to the size of the
obstruction, as well as the allowable
deector-to ceiling distance.
Heat Sensitivity. Sensitivity to heat is
critical for prompt operation of a resi-
dential sprinkler for a re condition. The
Technical Data Sheets referenced in
Table A provide the allowable sprinkler
deector-to-ceiling distances.
Residential sprinklers are to be installed
beneath smooth at ceilings as dened
by NFPA 13.
NOTICE
Special consideration, such as increas-
ing the number of design sprinklers
being hydraulically calculated, must be
given to installations where continuous
obstructions to heat ow are present
(e.g.: beams, lintels, etc.).
Under a sloped ceiling, the residential
sprinkler(s) located at the highest ele-
vation must not be located more than
3 feet measured vertically down from
the peak.
Preventing Cold Solder. A minimum
distance between residential sprin-
klers to prevent cold soldering, such
as the wetting from an operated sprin-
kler onto an unoperated sprinkler that
could prevent its potential to operate if
needed, must be maintained.
Under horizontal ceilings, the minimum
distance between residential sprinklers
to prevent cold soldering is 8 feet.
Sloped ceilings, however, present more
of a cause for concern for cold solder-
ing, since the elevation of one sprinkler
may be higher than another, resulting in
a different distribution pattern than that
of a horizontal ceiling condition.
Figure 1 - Spacing Rules Under Sloped
Ceilings addresses the minimum
acceptable distance under various
sloped ceiling conditions that will take
into account the prevention of cold
soldering.
One solution to prevent cold solder-
ing is to stagger the sprinklers so that
the distance between two sprinklers
is increased. In some case, bafes
can be located midway between two
closely located sprinklers to prevent
cold soldering.
Proximity To A Heat Source. Sprin-
klers must be located so as to prevent
an inadvertent operation due to expo-
sure of normal heat sources. Loca-
tion with respect to exposure of heat
sources other than re that may cause
an inadvertent operation of a residential
sprinkler. Refer to the applicable NFPA
standard.
Installation
The Series LFII Residential Sprinklers
must be installed in accordance with
the applicable Technical Data Sheet
referenced in Table A.
Care and
Maintenance
The Series LFII Residential Sprinklers
must be maintained and serviced in
accordance with the applicable Tech-
nical Data Sheet referenced in Table A.
Sprinklers which are found to be
leaking or exhibiting visible signs of
corrosion must be replaced.
The owner is responsible for the
inspection, testing, and maintenance of
their re protection system and devices
in compliance with this document, as
well as with the applicable standards
of the NATIONAL FIRE PROTECTION
ASSOCIATION, such as NFPA 25, in
addition to the standards of any other
authorities having jurisdiction. Contact
the installing contractor or sprinkler
manufacturer regarding any questions.
Automatic sprinkler systems should be
inspected, tested, and maintained by a
qualied Inspection Service in accor-
dance with local requirements and/or
national codes.
Limited
Warranty
For warranty terms and conditions, visit
www.tyco-re.com.

TFP490
Page 5 of 10
PENDENT SPRINKLERS SIDEWALL SPRINKLERS
10° - 60° CEILING ANGLE.
ONE HALF THE MAXIMUM SPRINKLER SPACING (SEE TECHNICAL DATA SHEETS REFERENCED IN TABLE A)
FOR THE COVERAGE AREA BEING HYDRAULICALLY CALCULATED
B -
A -
MAXIMUM:
MAXIMUM:
RANGE:
E
A
D
8'-0"MINIMUM:
3'-0"
C -
MAXIMUM:
D -
E - MINIMUM: 4"
A
B
E
C
D
E E
C
A
B
A
ELEVATION
BACK WALL
ELEVATION
THE MAXIMUM SPRINKLER SPACING (SEE TECHNICAL DATA SHEETS REFERENCED IN TABLE A) FOR THE
COVERAGE AREA BEING HYDRAULICALLY CALCULATED
PENDENT SPRINKLERS SIDEWALL SPRINKLERS
E
D
A
D
A
B
C
D
A
E
B
A
D
C
ELEVATION
BACK
WALL
ELEVATION
THE MAXIMUM SPRINKLER SPACING (SEE TECHNICAL DATA SHEETS REFERENCED IN TABLE A) FOR THE
COVERAGE AREA BEING HYDRAULICALLY CALCULATED
ONE HALF THE MAXIMUM SPRINKLER SPACING (SEE TECHNICAL DATA SHEETS REFERENCED IN TABLE A)
FOR THE COVERAGE AREA BEING HYDRAULICALLY CALCULATED
10° - 60° CEILING ANGLE.
A - MAXIMUM:
C -
D -
E -
B -
MINIMUM:
MAXIMUM:
MINIMUM:
MAXIMUM:
RANGE:
3'-0"
8'-0"
8'-0"
FIGURE 1 (PART 1 OF 6)
SPRINKLER SPACING UNDER HORIZONTAL CEILINGS
MULTIPLE SPRINKLERS ON SAME SLOPE AND DISTANCE OFF WALLS
FIGURE 1 (PART 2 OF 6)
SPRINKLER SPACING UNDER SLOPED CEILINGS
SYMMETRIC SPRINKLER LOCATIONS ON OPPOSING SLOPES

TFP490
Page 6 of 10
(a)
(b)
(d)
(c)
CEILING ANGLE 'C', DEGREES(°)
3'-0" WHEN THERE ARE NO SPRINKLERS ON
10° - 60° CEILING ANGLE.
3
2
0
SLANT DISTANCE,
MINIMUM
REQUIRED
MINIMUM
DISTANCE, FEET
HORIZONTAL
REQUIRED
0
10
1
3
2
FEET
15 20 25 30 35 40
ACCEPTABLE
4
5
6
1
10 15 20 25 30 35
D -
C -
B -
A -
C
D
PER
GRAPH
A
A
THE LEVEL CEILING
MAXIMUM:
MAXIMUM:
RANGE:
MINIMUM: 8'-0"
D
B
C C
A
B
GRAPH
PER
45 50 55 60
UNACCEPTABLE
40 45 50 55 60
D D
C
GRAPH
PER
A
A
B
A
B
PER
GRAPH
ELEVATION ELEVATION
BACK
WALL
CEILING ANGLE 'C', DEGREES(°)
ONE HALF THE MAXIMUM SPRINKLER SPACING
(SEE TECHNICAL DATA SHEETS REFERENCED
IN TABLE A) FOR THE COVERAGE AREA BEING
HYDRAULICALLY CALCULATED.
SPACING
(SEE TECHNICAL
HYDRAULICALLY
CALCULATED:
SPRINKLER
REFERENCED IN
(a) 20'
(b)
(d)
(d)
(c) 16'
14'
12'
18'
DATA SHEETS
TABLE A) BEING
A
A
A
A
GRAPH B
GRAPH A
PENDENT SPRINKLERS SIDEWALL SPRINKLERS
FIGURE 1 (PART 3 OF 6)
SPRINKLER SPACING UNDER SLOPED CEILINGS
SPRINKLERS LOCATED ON INTERSECTING HORIZONTAL AND SLOPE CEILINGS

TFP490
Page 7 of 10
USE THE GREATER OF ANGLE 'C' OR ANGLE 'D'
10° - 45° CEILING ANGLE.
35
CEILING ANGLE, DEGREES(°)
10° - 45° CEILING ANGLE.
D -
E -
C -
B -
A -
1510 2520
(a)
30
(b) (c)
3'-0"MAXIMUM:
RANGE:
RANGE:
MINIMUM: 8'-0"
MAXIMUM:
45
(d)
(e)
40
E
C D C
E
D
SPACING
(SEE TECHNICAL
HYDRAULICALLY
CALCULATED:
SPRINKLER
REFERENCED IN
(a) 20'
(b)
(d)
(e)
(c) 16'
14'
12'
18'
ELEVATION
BACK
WALL
B
PER
GRAPH
A
A
GRAPH
PER
A
B
A
ONE HALF THE MAXIMUM SPRINKLER SPACING
(SEE TECHNICAL DATA SHEETS REFERENCED
IN TABLE A) FOR THE COVERAGE AREA BEING
HYDRAULICALLY CALCULATED.
ELEVATION
DATA SHEETS
TABLE A) BEING
A A
MINIMUM
FEET
REQUIRED
SLANT DISTANCE,
1
2
3
4
5
PENDENT SPRINKLERS SIDEWALL SPRINKLERS
GRAPH A
FIGURE 1 (PART 4 OF 6)
SPRINKLER SPACING UNDER SLOPED CEILINGS
NON-SYMMETRIC SPRINKLER LOCATIONS ON OPPOSING SLOPES

TFP490
Page 8 of 10
CEILING ANGLE 'C', DEGREES(°)
10 15 20 4025 30 35
C
A
BB
60
5545 50
A
C
D D
ELEVATION
10° - 60° CEILING ANGLE.
D -
C -
MINIMUM: 8'-0"
RANGE:
ONE HALF THE MAXIMUM SPRINKLER
SPACING (SEE TECHNICAL DATA
SHEETS REFERENCED IN TABLE A) FOR
THE COVERAGE AREA BEING
HYDRAULICALLY CALCULATED
A - MAXIMUM:
B -
MAXIMUM: THE MAXIMUM SPRINKLER SPACING
(SEE TECHNICAL DATA SHEETS
REFERENCED IN TABLE A) FOR THE
COVERAGE AREA BEING
HYDRAULICALLY CALCULATED OR
AS RESTRICTED BY GRAPH A
ACCEPTABLE
UNACCEPTABLE
MAXIMUM PERMITTED HORIZONTAL
DISTANCE 'B', FEET
7
5
3
4
6
8
9
10
PENDENT SPRINKLERS
GRAPH A
B - 10° - 45° CEILING ANGLE.RANGE:
A -
MAXIMUM:
AREA LENGTH (SEE TECHNICAL DATA SHEETS
UP TO THE MAXIMUM SPRINKLER COVERAGE
AREA BEING HYDRAULICALLY CALCULATED.
REFERENCED IN TABLE A) FOR THE COVERAGE
ELEVATION
A
B
SIDEWALL SPRINKLERS
FIGURE 1 (PART 5 OF 6)
SPRINKLER SPACING UNDER SLOPED CEILINGS
PENDENT SPRINKLERS LOCATED AT PEAK
FIGURE 1 (PART 6 OF 6)
SPRINKLER SPACING UNDER SLOPED CEILINGS
SIDEWALL SPRINKLERS LOCATED AT PEAK

TFP490
Page 9 of 10
CEILING
OBSTRUCTION
SPRINKLERS DO NOT EXCEED
PROVIDING THE DISTANCE
EXCEEDING 4 FEET IN WIDTH
SPRINKLER SPACING "A"
SIDES OF AN OBSTRUCTION NOT
BE LOCATED ON OPPOSITE
PENDENT SPRINKLERS MAY
(SEE TECHNICAL DATA
SHEETS REFERENCED
THE OBSTRUCTION TO THE
FROM THE CENTERLINE OF
ONE HALF THE MAXIMUM
IN TABLE A)
ELEVATION
A A
MAXIMUM
4 INCHES
MAXIMUM
8 INCHES
CEILING
ELEVATION
SOFFIT
WALL
DEFLECTOR
SPRINKLER
TOP OF
(SEE TECHNICAL
REFERENCED
DATA SHEETS
CEILING DISTANCE
ALLOWABLE
CEILING
SOFFIT
DEFLECTOR
SPRINKLER
TOP OF
DEFLECTOR-TO-
IN TABLE A)
REFERENCED
DATA SHEETS
(SEE TECHNICAL
IN TABLE A)
CEILING DISTANCE
DEFLECTOR-TO-
MAXIMUM
DEFLECTOR-TO-
(SEE TECHNICAL
CEILING DISTANCE
REFERENCED
IN TABLE A)
DATA SHEETS
MINIMUM
WALL
ELEVATION
FIGURE 2 (PART 1 OF 2)
POSITION OF PENDENT SPRINKLERS ON OPPOSITE SIDES OF
CONTINUOUS OBSTRUCTIONS AT THE CEILING
FIGURE 2 (PART 2 OF 2)
POSITION OF HORIZONTAL SIDEWALL SPRINKLERS WITH RESPECT TO OBSTRUCTIONS
ALONG A WALL TO AVOID OBSTRUCTION TO WATER DISTRIBUTION

TFP490
Page 10 of 10
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© 2022 Johnson Controls. All rights reserved. All specifications and other information shown were current as of document revision date and are subject to change without notice.