HomeMy WebLinkAbout4415 PARK DR; ; AS000176; Permit10/10/25, 12:22 PM
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Permit Type:
Parcel No:
Lot#:
Reference No.:
PC#:
Project Title:
Applicant:
about:blank
Fees($)
190
AS000176 Permit Data
City of Carlsbad
Sprinkler Permit
Permit No: AS000176
4415 PARK DR Status:
SPRINK Applied
2061924600 Approved:
0
Issued:
Inspector:
CALAVA COUYRT RESIDENCES
Add'I Fees($)
0
Owner:
Total($)
190
ISSUED
11/16/2000
11/30/2000
11/30/2000
Balance($)
0
1/1
.. ,I
SPRINKLER SYSTEM HYDRAULIC ANALYSIS
Date: 11/13/2000
JOB TITLE: CALAVA COURT RESIDENCE TWO HEAD CALC
WATER SUPPLY DATA
SOURCE
NODE
TAG
1
STATIC
PRESS.
(PSI)
81. 0
REBID.
PRESS.
(PSI)
75.0
@
FLOW
(GPM)
500.0
AGGREGATE FLOW ANALYSIS:
TOTAL FLOW AT SOURCE
AVAIL.
PRESS.@
(PSI)
81.0
TOTAL HOSE STREAM ALLOWANCE AT SOURCE
OTHER HOSE STREAM ALLOWANCES
TOTAL DISCHARGE FROM ACTIVE SPRINKLERS
NODE ANALYSIS DATA -a_, -
TOTAL
DEMAND
(GPM)
31.6
Page 1
C1238.SDF
REQ'D
PRESS.
(PSI)
61.0
NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE
( FT) (PSI) (GPM)
1 0.0 SOURCE 61.0 31. 6
2 0.0 ----54.3 ---
2A 0.0 ----50.3 ---
3A 0.6 HOSE STREAM 49.8 5.0
3 0.6 44.6 ---
4 3.6 41.5 ---
5 9.6 ----27.7
6 9.6 24.8 ---
7 9.6 ----24.2 ---
8 9.6 ----19.5 ---
9 9.6 14.2 ---
9A 9.0 K= 3.80 12.7 13.5
lOA 9.0 K= 3.80 11. 7 13.0
11 20.6 ----22.0 ---
12 20.6 21.1 ---
12A 32.0 16.1 ---
13 20.6 20.7 ---
14 20.6 20.5 ---
14A 20.0 ----20.8 ---
15 20.6 20.2
16 20.6 20.8 ---
16A 20.0 ----21.1
SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2
Date: 11/13/2000 C1238.SDF
JOB TITLE: CALAVA COURT RESIDENCE TWO HEAD CALC
PIPE DATA
PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS.
END ELEV. NOZ. PT DISC. VEL(FPS) HW (C) ( FT) SUM.
NODES (FT) ( K) (PSI) (GPM) F .L./FT (PSI)
Pipe: 1 31.6 1.025 PL 20.00 PF 6.7
1 0.0 SRCE 61.0 (N/A) 12.3 150 FTG TG PE 0.0
2 0.0 0.0 54.3 0.0 0.224 TL 30.00 PV 1.0
Pipe: 2 FIXED PRESSURE LOSS DEVICE
2 0.0 0.0 54.3 0.0 4.0 psi, 31. 5 gpm
2A 0.0 0.0 50.3 0.0
Pipe: 3 31.5 2.050 PL 30.00 PF 0.3
2A 0.0 0.0 50.3 0.0 3.1 150 FTG 2L PE -0.3
3A 0.6 H.S. 49.8 5.0 0.008 TL 36.00 PV 0.1
Pipe: 4 26.5 1.025 PL 10.00 PF 5.2
3A 0.6 H.S. 49.8 5.0 10.3 150 FTG TC3L PE 0.0
3 0.6 0.0 44.6 0.0 0.163 TL 32.00 PV 0.7
Pipe: 5 26.5 1.049 PL 3.00 PF 1.8
3 0.6 0.0 44.6 0.0 9.9 120 FTG C PE -1.3
4 3.6 0.0 41.5 0.0 0.220 TL 8.00 PV 0.7
Pipe: 6 26.5 1.109 PL 77.00 PF 11. 2
4 3.6 0.0 41. 5 0.0 8.8 150 FTG 3E9R PE -2.6
5 9.6 0.0 27.7 0.0 0.111 TL 101.00 PV 0.5
Pipe: 7 17.4 0.874 PL 14.00 PF 2.9
5 9.6 0.0 27.7 0.0 9.3 150 FTG TR PE 0.0
6 9.6 0.0 24.8 0.0 0.161 TL 18.00 PV 0.6
Pipe: 8 3.6 0.874 PL 54.00 PF 0.6
6 9.6 0.0 24.8 0.0 1. 9 150 FTG ET8R PE 0.0
7 9.6 0.0 24.2 0.0 0.009 TL 69.00 PV 0.0
Pipe: 9 12.8 0.874 PL 40.00 PF 4.7
7 9.6 0.0 24.2 0.0 6.9 150 FTG 2TSR PE 0.0
8 9.6 0.0 19.5 0.0 0.092 TL 51. 00 PV 0.3
Pipe: 10 26.5 0.874 PL 11.00 PF 5.3
8 9.6 0.0 19.5 0.0 14.2 150 FTG TR PE 0.0
9 9.6 0.0 14.2 0.0 0.354 TL 15.00 PV 1.4
Pipe: 11 13.5 0.874 PL 9.00 PF 1. 7
9 9.6 0.0 14.2 0.0 7.2 150 FTG ETR PE 0.3
9A 9.0 3.8 12.7 13.5 0.102 TL 17.00 PV 0.4
Pipe: 12 13.0 0.874 PL 21. 00 PF 2.7
9 9.6 0.0 14.2 0.0 7.0 150 FTG ETR PE 0.3
l0A 9.0 3.8 11. 7 13.0 0.094 TL 29.00 PV 0.3
Pipe: 13 -13.7 0.874 PL 40.00 PF 5.3
8 9.6 0.0 19.5 0.0 7.3 150 FTG 2T5R PE 0.0
6 9.6 0.0 24.8 0.0 0.104 TL 51. 00 PV 0.4
SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3
Date: 11/13/2000 C1238.SDF
JOB TITLE: CALAVA COURT RESIDENCE TWO HEAD CALC
PIPE DATA (cont.)
PIPE TAG Q(GPM) DIA ( IN) LENGTH PRESS.
END ELEV. NOZ. PT DISC. VEL(FPS) HW (C) ( FT) SUM.
NODES (FT) ( K) (PSI) (GPM) F .L. /FT (PSI)
Pipe: 14 9.2 0.874 PL 13.00 PF 0.9
5 9.6 0.0 27.7 0.0 4.9 150 FTG ER PE -4.8
11 20.6 0.0 22.0 0.0 0.050 TL 18.00 PV 0.2
Pipe: 15 5.1 0.874 PL 47.00 PF 1.0
11 20.6 0.0 22.0 0.0 2.7 150 FTG 2T5R PE 0.0
12 20.6 0.0 21.1 0.0 0.017 TL 58.00 PV 0.1
Pipe: 16 0.0 0.874 PL 4.00 PF 0.0
12 20.6 0.0 21.1 0.0 0.0 150 FTG ETR PE -4.9
12A 32.0 0.0 16.1 0.0 0.000 TL 12.00 PV 0.0
Pipe: 17 5.1 0.874 PL 18.00 PF 0.4
12 20.6 0.0 21.1 0.0 2.7 150 FTG 3R PE 0.0
13 20.6 0.0 20.7 0.0 0.017 TL 21. 00 PV 0.1
Pipe: 18 9.2 0.874 PL 1.00 PF 0.2
13 20.6 0.0 20.7 0.0 4.9 150 FTG T PE 0.0
14 20.6 0.0 20.5 0.0 0.050 TL 4.00 PV 0.2
Pipe: 19 0.0 0.874 PL 0.60 PF 0.0
14 20.6 0.0 20.5 0.0 0.0 150 FTG TR PE 0.3
14A 20.0 0.0 20.8 0.0 0.000 TL 4.60 PV 0.0
Pipe: 20 9.2 0.874 PL 6.00 PF 0.3
14 20.6 0.0 20.5 0.0 4.9 150 FTG R PE 0.0
15 20.6 0.0 20.2 0.0 0.050 TL 7.00 PV 0.2
Pipe: 21 9.2 0.874 PL 10.00 PF 0.7
15 20.6 0.0 20.2 0.0 4.9 150 FTG ER PE 4.8
7 9.6 0.0 24.2 0.0 0.050 TL 15.00 PV 0.2
Pipe: 22 -4.1 0.874 PL 11.00 PF 0.1
13 20.6 0.0 20.7 0.0 2.2 150 FTG R PE 0.0
16 20.6 0.0 20.8 0.0 0.011 TL 12.00 PV 0.0
Pipe: 23 0.0 0.874 PL 2.00 PF 0.0
16 20.6 0.0 20.8 0.0 0.0 150 FTG ETR PE 0.3
16A 20.0 0.0 21.1 0.0 0.000 TL 10.00 PV 0.0
Pipe: 24 -4.1 0.874 PL 90.00 PF 1. 2
16 20.6 0.0 20.8 0.0 2.2 150 FTG 2E3TR PE 0.0
11 20.6 0.0 22.0 0.0 0.011 TL 108.00 PV 0.0
NOTES:
( 1) Calculations were performed by the HASS 6.5.0 computer program
under license no. 129H621 granted by
HRS Systems, Inc.
4792 Lavista Road
Tucker, GA 30084
SPRINKLER SYSTEM HYDRAULIC ANALYSIS
Date: 11/13/2000
JOB TITLE: CALAVA COURT RESIDENCE TWO HEAD CALC
(2) The system has been balanced to provide an average
imbalance at each node of 0.003 gpm and a maximum
imbalance at any node of 0.057 gpm.
Page 4
C1238.SDF
( 3) Velocity pressures are printed for
not used in balancing the system.
is 14.2 ft/sec at pipe 10.
information only, and are
Maximum water velocity
(4) PIPE FITTINGS TABLE
Pipe Table Name: FSS.PIP
PAGE: A
Diameter
(in)
MATERIAL: SCH40
Equivalent
E T L
Ell Tee
HWC: 120
Fitting Lengths
C B
2.00 5.00 2.00 5.00 6.00
MATERIAL: CPVC HWC: 150
in Feet
G
1.00 1.049
PAGE: H
Diameter
(in)
Equivalent Fitting Lengths in Feet
L
EL45
0.874
1.109
PAGE: I
Diameter
(in)
1.025
PAGE: J
Diameter
( in)
2.050
T R K C E
Ell Tee TEERUN COUPLG
4.00
5.00
3.00
5.00
1.00
1.00
0.00
0.00
1.00
1.00
MATERIAL: CPPR-L
Equivalent
E T L
Ell Tee
HWC: 150
Fitting Lengths
C B
3.00 8.00 2.00 8.00 2.00
MATERIAL: S40PVC
Equivalent
E T L
Ell Tee
HWC: 150
Fitting Lengths
C B
8.00 15.00 3.00 17.00 9.00
1.00
1.00
in Feet
G
2.00
in Feet
G
2.00
A
1.00
B
0.00
0.00
A
0.00
A
0.00
D
1.00
L
1.00
1.00
D
0.00
D
0.00
SPRINKLER SYSTEM HYDRAULIC ANALYSIS
Date: 11/13/2000
JOB TITLE: CALAVA COURT RESIDENCE TWO HEAD CALC
WATER SUPPLY CURVE
84+
I 0*\\\\\
I \\\\\\
77+ \\\\\\
* <-75.0 psi@ 500 gpm
Flow Test Point
70+
63+ x[
I P 56+
R
E
s
S 49+ u
R
E
42+
(
p
s
I 35+
)
28+
21+
14+
7+
X
0
LEGEND
= Required Water
61.03 psi @ 31. 6
= Available Water
80.96 psi @ 31.6
Supply
gpm
Supply
gpm
II
II
II
II
II
II
II
II
Page 5
C1238.SDF
O++-+---+----+-----+------+--------+--------+---------+-----------+
200 300 400 500 600 700 800 900 1000
FLOW (GPM)
SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 1
Date: 11/13/2000 C1238.SDF
JOB TITLE: 6ALAVA COURT RESIDENCE TWO HEAD CALC
WATER SUPPLY DATA
SOURCE STATIC RESID. FLOW AVAIL. TOTAL REQ'D
NODE PRESS. PRESS. @ PRESS. @ DEMAND PRESS.
TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI)
1 81. 0 75.0 500.0 81.0 31.4 55.5
AGGREGATE FLOW ANALYSIS:
TOTAL FLOW AT SOURCE 31.4 GPM
TOTAL HOSE STREAM ALLOWANCE AT SOURCE 0.0 GPM
OTHER HOSE STREAM ALLOWANCES 5.0 GPM
TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 26.4 GPM
NODE ANALYSIS DATA
NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE
(FT) (PSI) (GPM)
1 0.0 SOURCE 55.5 31.4
2 0.0 ----48.8 ---
2A 0.0 ----44.8 ---
3A 0.6 HOSE STREAM 44.3 5.0
3 0.6 39.1 ---
4 3.6 ----36.1 ---
5 9.6 22.4 ---
6 9.6 ----21.0 ---
7 9.6 ----19.2 ---
8 9.6 ----20.1 ---
9 9.6 ----20.1 ---
9A 9.0 20.3 ---
l0A 9.0 20.3 ---
11 20.6 ----15.5 ---
12 20.6 ----13.4 ---
12A 20.0 ----13.7 ---
13 20.6 ----12.7 ---
14 20.6 ----12.7 ---
14A 20.0 K= 3.80 12.5 13.4
15 20.6 ----13.2 ---
16 20.6 ----12.4 ---
16A 20.0 K= 3.80 11. 7 13.0
SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2
Date: 11/13/2000 C1238.SDF
JOB TITLE: 6ALAVA COURT RESIDENCE TWO HEAD CALC
PIPE DATA
PIPE TAG Q(GPM) DIA (IN) LENGTH PRESS.
END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM.
NODES (FT) (K) (PSI) (GPM) F.L./FT (PSI)
Pipe: 1 31.4 1.025 PL 20.00 PF 6.7
1 0.0 SRCE 55.5 (N/A) 12.2 150 FTG TG PE 0.0
2 0.0 0.0 48.8 0.0 0.223 TL 30.00 PV 1.0
Pipe: 2 FIXED PRESSURE LOSS DEVICE
2 0.0 0.0 48.8 0.0 4.0 psi, 31.4 gpm
2A 0.0 0.0 44.8 0.0
Pipe: 3 31.4 2.050 PL 30.00 PF 0.3
2A 0.0 0.0 44.8 0.0 3.1 150 FTG 2L PE -0.3
3A 0.6 H.S. 44.3 5.0 0.008 TL 36.00 PV 0.1
Pipe: 4 26.4 1.025 PL 10.00 PF 5.2
3A 0.6 H.S. 44.3 5.0 10.3 150 FTG TC3L PE 0.0
3 0.6 0.0 39.1 0.0 0.161 TL 32.00 PV 0.7
Pipe: 5 26.4 1. 049 PL 3.00 PF 1. 7
3 0.6 0.0 39.1 0.0 9.8 120 FTG C PE -1.3
4 3.6 0.0 36.1 0.0 0.218 TL 8.00 PV 0.6
Pipe: 6 26.4 1.109 PL 77.00 PF 11.1
4 3.6 0.0 36.1 0.0 8.8 150 FTG 3E9R PE -2.6
5 9.6 0.0 22.4 0.0 0.110 TL 101.00 PV 0.5
Pipe: 7 11. 8 0.874 PL 14. 00 PF 1.4
5 9.6 0.0 22.4 0.0 6.3 150 FTG TR PE 0.0
6 9.6 0.0 21.0 0.0 0.079 TL 18.00 PV 0.3
Pipe: 8 6.5 0.874 PL 54.00 PF 1.8
6 9.6 0.0 21.0 0.0 3.5 150 FTG ET8R PE 0.0
7 9.6 0.0 19.2 0.0 0.026 TL 69.00 PV 0.1
Pipe: 9 -5.3 0.874 PL 40.00 PF 0.9
7 9.6 0.0 19.2 0.0 2.8 150 FTG 2T5R PE 0.0
8 9.6 0.0 20.1 0.0 0.018 TL 51. 00 PV 0.1
Pipe: 10 0.0 0.874 PL 11.00 PF 0.0
8 9.6 0.0 20.1 0.0 0.0 150 FTG TR PE 0.0
9 9.6 0.0 20.1 0.0 0.000 TL 15.00 PV 0.0
Pipe: 11 0.0 0.874 PL 9.00 PF 0.0
9 9.6 0.0 20.1 0.0 0.0 150 FTG ETR PE 0.3
9A 9.0 0.0 20. 3 0.0 0.000 TL 17.00 PV 0.0
Pipe: 12 0.0 0.874 PL 21.00 PF 0.0
9 9.6 0.0 20.1 0.0 0.0 150 FTG ETR PE 0.3
lOA 9.0 0.0 20.3 0.0 0.000 TL 29.00 PV 0.0
Pipe: 13 -5.3 0.874 PL 40.00 PF 0.9
8 9.6 0.0 20.1 0.0 2.8 150 FTG 2T5R PE 0.0
6 9.6 0.0 21.0 0.0 0.018 TL 51.00 PV 0.1
SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3
Date: 11/13/2000 C1238.SDF
JOB TITLE: 6ALAVA COURT RESIDENCE TWO HEAD CALC
PIPE DATA (cont.)
PIPE TAG Q(GPM) DIA ( IN) LENGTH PRESS.
END ELEV. NOZ. PT DISC. VEL (FPS) HW(C) (FT) SUM.
NODES (FT) ( K) (PSI) (GPM) F.L./FT (PSI)
Pipe: 14 14.6 0.874 PL 13.00 PF 2.1
5 9.6 0.0 22.4 0.0 7.8 150 FTG ER PE -4.8
11 20.6 0.0 15.5 0.0 0.117 TL 18.00 PV 0.4
Pipe: 15 7.7 0.874 PL 47.00 PF 2.1
11 20.6 0.0 15.5 0.0 4.1 150 FTG 2T5R PE 0.0
12 20.6 0.0 13.4 0.0 0.036 TL 58.00 PV 0.1
Pipe: 16 0.0 0.874 PL 4.00 PF 0.0
12 20.6 0.0 13.4 0.0 0.0 150 FTG ETR PE 0.3
12A 20.0 0.0 13.7 0.0 0.000 TL 12.00 PV 0.0
Pipe: 17 7.7 0.874 PL 18.00 PF 0.8
12 20.6 0.0 13.4 0.0 4.1 150 FTG 3R PE 0.0
13 20.6 0.0 12.7 0.0 0.036 TL 21. 00 PV 0.1
Pipe: 18 1.6 0.874 PL 1.00 PF 0.0
13 20.6 0.0 12.7 0.0 0.9 150 FTG T PE 0.0
14 20.6 0.0 12.7 0.0 0.002 TL 4.00 PV 0.0
Pipe: 19 13.4 0.874 PL 0.60 PF 0.5
14 20.6 0.0 12.7 0.0 7.2 150 FTG TR PE 0.3
14A 20.0 3.8 12.5 13.4 0.100 TL 4.60 PV 0.3
Pipe: 20 -11.8 0.874 PL 6.00 PF 0.6
14 20.6 0.0 12.7 0.0 6.3 150 FTG R PE 0.0
15 20.6 0.0 13.2 0.0 0.079 TL 7.00 PV 0.3
Pipe: 21 -11.8 0.874 PL 10.00 PF 1. 2
15 20.6 0.0 13.2 0.0 6.3 150 FTG ER PE 4.8
7 9.6 0.0 19.2 0.0 0.079 TL 15.00 PV 0.3
Pipe: 22 6.1 0.874 PL 11.00 PF 0.3
13 20.6 0.0 12.7 0.0 3.3 150 FTG R PE 0.0
16 20.6 0.0 12.4 0.0 0.023 TL 12.00 PV 0.1
Pipe: 23 13.0 0.874 PL 2.00 PF 0.9
16 20.6 0.0 12.4 0.0 7.0 150 FTG ETR PE 0.3
16A 20.0 3.8 11.7 13.0 0.094 TL 10.00 PV 0.3
Pipe: 24 -6.9 0.874 PL 90.00 PF 3.1
16 20.6 0.0 12.4 0.0 3.7 150 FTG 2E3TR PE 0.0
11 20.6 0.0 15.5 0.0 0.029 TL 108.00 PV 0.1
NOTES:
( 1) Calculations were performed by the HASS 6.5.0 computer program
under license no. 129H621 granted by
HRS Systems, Inc.
4792 Lavista Road
Tucker, GA 30084
SPRINKLER SYSTEM HYDRAULIC ANALYSIS
Date: 11/13/2000
JOB TITLE: 6ALAVA COURT RESIDENCE TWO HEAD CALC
(2) The system has been balanced to provide an average
imbalance at each node of 0.005 gpm and a maximum
imbalance at any node of 0.104 gpm.
Page 4
C1238.SDF
( 3) Velocity pressures are printed for
not used in balancing the system.
is 12.2 ft/sec at pipe 1.
information only, and are
Maximum water velocity
(4) PIPE FITTINGS TABLE
Pipe Table Name: FSS.PIP
PAGE: A
Diameter
(in)
MATERIAL: SCH40
Equivalent
E T L
Ell Tee
HWC: 120
Fitting Lengths
C B
2.00 5.00 2.00 5.00 6.00
MATERIAL: CPVC HWC: 150
in Feet
G
1.00 1. 049
PAGE: H
Diameter
( in)
Equivalent Fitting Lengths in Feet
L
EL45
0.874
1.109
PAGE: I
Diameter
(in)
1.025
PAGE: J
Diameter
(in)
2.050
T R K C E
Ell Tee TEERUN COUPLG
4.00
5.00
3.00
5.00
1.00
1.00
0.00
0.00
1.00
1.00
MATERIAL: CPPR-L
Equivalent
E T L
Ell Tee
HWC: 150
Fitting Lengths
C B
3.00 8.00 2.00 8.00 2.00
MATERIAL: S40PVC
Equivalent
E T L
Ell Tee
HWC: 150
Fitting Lengths
C B
8.00 15.00 3.00 17.00 9.00
1.00
1.00
in Feet
G
2.00
in Feet
G
2.00
A
1.00
B
0.00
0.00
A
0.00
A
0.00
D
1.00
L
1.00
1.00
D
0.00
D
0.00
SPRINKLER SYSTEM HYDRAULIC ANALYSIS
Date: 11/13/2000
JOB TITLE: 6ALAVA COURT RESIDENCE TWO HEAD CALC
WATER SUPPLY CURVE
84+
I 0*\\\\\ I \\\\\\
77+ \\\\\\
* <-75.0 psi@ 500 gpm
Flow Test Point
70+
63+
P 56X+
R
E
s
S 49+
u
R
E
42+
(
p
s
I 35+
)
28+
21+
-----------===================
14+ LEGEND
X = Required Water Supply
55.50 psi @ 31.4 gpm
7+
0 = Available Water Supply
80.96 psi @ 31.4 gpm
"
"
"
"
"
"
"
"
Page 5
C1238.SDF
O++-+---+----+-----+------+--------+--------+---------+-----------+
200 300 400 500 600 700 800 900 1000
FLOW (GPM)
SPRINKLER SYSTEM HYDRAULIC ANALYSIS
Date: 11/13/2000
Page 1
C1238.SDF
JOB TITLE: CALAVA COURT RESIDENCE ONE HEAD CALC
WATER SUPPLY DATA
SOURCE
NODE
TAG
1
STATIC
PRESS.
(PSI)
81. 0
RESID.
PRESS.
(PSI)
75.0
@
FLOW
(GPM)
500.0
AGGREGATE FLOW ANALYSIS:
TOTAL FLOW AT SOURCE
AVAIL.
PRESS.@
(PSI)
81. 0
TOTAL HOSE STREAM ALLOWANCE AT SOURCE
OTHER HOSE STREAM ALLOWANCES
TOTAL DISCHARGE FROM ACTIVE SPRINKLERS
NODE ANALYSIS DATA
NODE TAG
1
2
2A
3A
3
4
5
6
7
8
9
9A
l0A
11
12
12A
13
14
14A
15
16
16A
ELEVATION
(FT)
0.0
0.0
0.0
0.6
0.6
3.6
9.6
9.6
9.6
9.6
9.6
9.0
9.0
20.6
20.6
20.0
20.6
20.6
20.0
20.6
20.6
20.0
NODE TYPE
SOURCE
HOSE STREAM
K= 3.80
PRESSURE
(PSI)
45.2
42.0
38.0
37.6
35.6
33.6
26.6
26.1
25.6
25.9
25.9
26.1
26.1
20.8
19.1
17.7
20.2
20.3
20.5
20.4
20.2
20.5
TOTAL
DEMAND
(GPM)
21.0
REQ'D
PRESS.
(PSI)
45.2
21. 0 GPM
0.0 GPM
5.0 GPM
16.0 GPM
DISCHARGE
(GPM)
21. 0
5.0
16.0
SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2
Date: 11/13/2000 Cl238.SDF
JOB TITLE: CALAVA COURT RESIDENCE ONE HEAD CALC
PIPE DATA
PIPE TAG Q(GPM) DIA ( IN) LENGTH PRESS.
END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM.
NODES (FT) (K) (PSI) (GPM) F.L./FT (PSI)
Pipe: 1 21.0 1.025 PL 20.00 PF 3.2
1 0.0 SRCE 45.2 (N/A) 8.2 150 FTG TG PE 0.0
2 0.0 0.0 42.0 0.0 0.106 TL 30.00 PV 0.4
Pipe: 2 FIXED PRESSURE LOSS DEVICE
2 0.0 0.0 42.0 0.0 4.0 psi, 21. O gpm
2A 0.0 0.0 38.0 0.0
Pipe: 3 21. 0 2.050 PL 30.00 PF 0.1
2A 0.0 0.0 38.0 0.0 2.0 150 FTG 2L PE -0.3
3A 0.6 H.S. 37.6 5.0 0.004 TL 36.00 PV 0.0
Pipe: 4 16.0 1.025 PL 10.00 PF 2.0
3A 0.6 H.S. 37.6 5.0 6.2 150 FTG TC3L PE 0.0
3 0.6 0.0 35.6 0.0 0.064 TL 32.00 PV 0.3
Pipe: 5 16.0 1. 049 PL 3.00 PF 0.7
3 0.6 0.0 35.6 0.0 5.9 120 FTG C PE -1.3
4 3.6 0.0 33.6 0.0 0.086 TL 8.00 PV 0.2
Pipe: 6 16.0 1.109 PL 77.00 PF 4.4
4 3.6 0.0 33.6 0.0 5.3 150 FTG 3E9R PE -2.6
5 9.6 0.0 26.6 0.0 0.043 TL 101.00 PV 0.2
Pipe: 7 6.3 0.874 PL 14.00 PF 0.4
5 9.6 0.0 26.6 0.0 3.4 150 FTG TR PE 0.0
6 9.6 0.0 26.1 0.0 0.025 TL 18.00 PV 0.1
Pipe: 8 3.5 0.874 PL 54.00 PF 0.6
6 9.6 0.0 26.1 0.0 1.9 150 FTG ET8R PE 0.0
7 9.6 0.0 25.6 0.0 0.008 TL 69.00 PV 0.0
Pipe: 9 -2.8 0.874 PL 40.00 PF 0.3
7 9.6 0.0 25.6 0.0 1. 5 150 FTG 2T5R PE 0.0
8 9.6 0.0 25.9 0.0 0.006 TL 51.00 PV 0.0
Pipe: 10 0.0 0.874 PL 11.00 PF 0.0
8 9.6 0.0 25.9 0.0 0.0 150 FTG TR PE 0.0
9 9.6 0.0 25.9 0.0 0.000 TL 15.00 PV 0.0
Pipe: 11 0.0 0.874 PL 9.00 PF 0.0
9 9.6 0.0 25.9 0.0 0.0 150 FTG ETR PE 0.3
9A 9.0 0.0 26.1 0.0 0.000 TL 17.00 PV 0.0
Pipe: 12 0.0 0.874 PL 21.00 PF 0.0
9 9.6 0.0 25.9 0.0 0.0 150 FTG ETR PE 0.3
lOA 9.0 0.0 26.1 0.0 0.000 TL 29.00 PV 0.0
Pipe: 13 -2.8 0.874 PL 40.00 PF 0.3
8 9.6 0.0 25.9 0.0 1.5 150 FTG 2T5R PE 0.0
6 9.6 0.0 26.1 0.0 0.006 TL 51.00 PV 0.0
SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3
Date: 11/13/2000 Cl238.SDF
JOB TITLE: CALAVA COURT RESIDENCE ONE HEAD CALC
PIPE DATA (cont.)
PIPE TAG Q(GPM) DIA ( IN) LENGTH PRESS.
END ELEV. NOZ. PT DISC. VEL(FPS) HW (C) ( FT) SUM.
NODES (FT) ( K) (PSI) (GPM) F .L. /FT (PSI)
Pipe: 14 9.7 0.874 PL 13.00 PF 1. 0
5 9.6 0.0 26.6 0.0 5.2 150 FTG ER PE -4.8
11 20.6 0.0 20.8 0.0 0.055 TL 18.00 PV 0.2
Pipe: 15 6.9 0.874 PL 47.00 PF 1. 7
11 20.6 0.0 20.8 0.0 3.7 150 FTG 2T5R PE 0.0
12 20.6 0.0 19.1 0.0 0.029 TL 58.00 PV 0.1
Pipe: 16 16.0 0.874 PL 4.00 PF 1. 7
12 20.6 0.0 19.1 0.0 8.6 150 FTG ETR PE 0.3
12A 20.0 3.8 17.7 16.0 0.139 TL 12.00 PV 0.5
Pipe: 17 -9.1 0.874 PL 18.00 PF 1.0
12 20.6 0.0 19.1 0.0 4.9 150 FTG 3R PE 0.0
13 20.6 0.0 20.2 0.0 0.049 TL 21.00 PV 0.2
Pipe: 18 -6.3 0.874 PL 1.00 PF 0.1
13 20.6 0.0 20.2 0.0 3.4 150 FTG T PE 0.0
14 20.6 0.0 20.3 0.0 0.025 TL 4.00 PV 0.1
Pipe: 19 0.0 0.874 PL 0.60 PF 0.0
14 20.6 0.0 20.3 0.0 0.0 150 FTG TR PE 0.3
14A 20.0 0.0 20.5 0.0 0.000 TL 4.60 PV 0.0
Pipe: 20 -6.3 0.874 PL 6.00 PF 0.2
14 20.6 0.0 20.3 0.0 3.4 150 FTG R PE 0.0
15 20.6 0.0 20.4 0.0 0.025 TL 7.00 PV 0.1
Pipe: 21 -6.3 0.874 PL 10.00 PF 0.4
15 20.6 0.0 20.4 0.0 3.4 150 FTG ER PE 4.8
7 9.6 0.0 25.6 0.0 0.025 TL 15.00 PV 0.1
Pipe: 22 -2.8 0.874 PL 11.00 PF 0.1
13 20.6 0.0 20.2 0.0 1. 5 150 FTG R PE 0.0
16 20.6 0.0 20.2 0.0 0.006 TL 12.00 PV 0.0
Pipe: 23 0.0 0.874 PL 2.00 PF 0.0
16 20.6 0.0 20.2 0.0 0.0 150 FTG ETR PE 0.3
16A 20.0 0.0 20.5 0.0 0.000 TL 10.00 PV 0.0
Pipe: 24 -2.8 0.874 PL 90.00 PF 0.6
16 20.6 0.0 20.2 0.0 1.5 150 FTG 2E3TR PE 0.0
11 20.6 0.0 20.8 0.0 0.006 TL 108.00 PV 0.0
NOTES:
( 1) Calculations were performed by the HASS 6.5.0 computer program
under license no. 129H621 granted by
HRS Systems, Inc.
4792 Lavista Road
Tucker, GA 30084
SPRINKLER SYSTEM HYDRAULIC ANALYSIS
Date: 11/13/2000
JOB TITLE: CALAVA COURT RESIDENCE ONE HEAD CALC
(2) The system has been balanced to provide an average
imbalance at each node of 0.005 gpm and a maximum
imbalance at any node of 0.100 gpm.
Page 4
C1238.SDF
( 3) Velocity pressures are printed for
not used in balancing the system.
is 8.6 ft/sec at pipe 16.
information only, and are
Maximum water velocity
(4) PIPE FITTINGS TABLE
Pipe Table Name: FSS.PIP
PAGE: A
Diameter
(in)
1.049
PAGE: H
Diameter
(in)
0.874
1.109
PAGE: I
Diameter
( in)
1.025
PAGE: J
Diameter
( in)
2.050
MATERIAL: SCH40
Equivalent
E T L
Ell Tee
HWC: 120
Fitting Lengths
C B
2.00 5.00 2.00 5.00 6.00
MATERIAL: CPVC
in Feet
G
1.00
E
Ell
Equivalent
T R
HWC: 150
Fitting
K
Tee TEERUN
Lengths in
C
COUPLG
Feet
L
EL45
4.00
5.00
3.00
5.00
1.00
1.00
0.00
0.00
1.00
1.00
MATERIAL: CPPR-L
Equivalent
E T L
Ell Tee
HWC: 150
Fitting Lengths
C B
3.00 8.00 2.00 8.00 2.00
MATERIAL: S40PVC
Equivalent
E T L
Ell Tee
HWC: 150
Fitting Lengths
C B
8.00 15.00 3.00 17.00 9.00
1.00
1.00
in Feet
G
2.00
in Feet
G
2.00
A
1.00
B
0.00
0.00
A
0.00
A
0.00
D
1.00
L
1.00
1.00
D
0.00
D
0.00
SPRINKLER SYSTEM HYDRAULIC ANALYSIS
Date: 11/13/2000
JOB TITLE: CALAVA COURT RESIDENCE ONE HEAD CALC
WATER SUPPLY CURVE
p
R
E s
s u
R
E
(
p
s
I
)
84+
I 0*\\\\\ I \\\\\\
77+ \\\\\\
* <-75.0 psi@ 500 gpm
Flow Test Point
70+
63+
56+
49+
X
42+
35+
28+
21+
14+
X
7+
0
LEGEND
= Required Water
45.16 psi @ 21.0
= Available Water
80.98 psi @ 21.0
Supply
gpm
Supply
gpm
II
II
"
"
"
"
II
"
Page 5
C1238.SDF
O++-+---+----+-----+------+--------+--------+---------+-----------+
200 300 400 500 600 700 800 900 1000
FLOW (GPM)
•
Juno 9, 1997
,.
1. PRODUCT NAME
VIKING HORIZON"' l~odel H-3
Residential Flush Pendent Spri,1kler
Sprinkler Base Part No: 09~58
2. MANUFACTURER
THE VIKING CORPORATION
210 N. Industrial Park Read
Hastings, Michigan 49058 U.S.A.
Telephone: (61E) 945-9501
(800) 968-9501
Fax Number. (616) 945-9599
From outside U.S.A.:
Telephone: +1 (616) 945-9501
Fax Number: + 1 (616) 945-9599
3. PRODUCT DESCRIPTION
The Viking Horizon• Model H-3 Resi-
dential Sprinkler is a small, flush, high
sensitivity solder link and lever spray
sprinkler. The sprinkler is available in
several finishes with temperature ratings
to meet varying design requirements.
The sprinkler is listed for use in resi-
dential applications below smooth,
flat horizontal ceilings with spacings
up to 20' x 20' and ceilings with
slopes up to and including a 6112
pitch (26.6°) with spacings up to 18' x
18', Designed for use with concealed
piping, lhe unit is mounted flush with the
ceiling, with the fusible link exposed.
The separate decorative ceiling ring al-
lows for up to 112" (12,7 mm) adjustment.
The two piece design allows the instal•
lation and testing of the sprinklers prior
to the installation of the ceiling. The ceil•
ing ring can be removed and re-installed
allowing access above removable ceil-
ing panels without shutting down tho
sprinkler system and removing the sprin-
kler. The deflector is held inside the body
until the eutectic metal solder link is
fused. During fire conditions, when the
fusiblo link reach(ls its operating tern•
peraluro, tho link, levers and cenler
Form No. 062395
• TECHNICAL DATA
cover plate fall away. The deflector is
sus~ended below the ceiling. Water
flov.ing through the sprinkler orifice
stc•:es the deflector forming a uniform
spray psnem over a specific area of
ccvecage determined by the water sup-
ply ;::~e:ssure at the sprinkler.
4. TECHNICAL DATA
See chart below for listings.
Ra:ed to 175 PSI (1 207 kPa) water
.,.,;rl,,;ing pressure.
Fac',O,'Y tested pneumatically to 95 PSI
(f:5 kPa).
S=e Chart for minimiJm water supply
Sprinkler Nominal
7emperature Temperature
C'.2ss!flca\ion Rating
O1dina'Y 165CF (68°C)
>:eiT:1ediate 220°F (104°C)
:,1:"E-c:or Thread Si:e J Nomlr,al
~'y'e Si::e NPT K Factor
Sprinkler 145 a
HORIZO~ MODEL H-3
RESIDENTIAL PENDENT
SPRINKLER 3.8 K-FACTOR
requirements and maximum area o
coverage.
Spring: USA Patent No. 4,570,720
Requires a 2" (50,8 mm) diameter hole
in ceiling.
See chart below for temperature ratings
Thread Size: Nominal 112· (15mm) NP,
K Factor: 3.8 (5,5 metric')
Mclric K Factor shewn is 101 vse when pres.sure
is meaw,ed in kPa. When prcssvrc 1s :-:;eas
ured in BAR, mulliply the metric K Faclor showr hy 10.0. •
Finishes:
Bright Brass, Polished Chrome,
White (Paint), and Navajo White (Paint)
Highest Normal Temperature
Ambient Temp. Identification
Allowed Stamp
100°F (45°C) On Ccver
150°F (65°C) On Cover
Overai! Base
Ler,G1h Par1 Num~r 2
Inch mm t US I Melric1 Inch I mm
Pe~,je~l 1/2 I 15 I 3.8 I 5,5 2-5!8 I 66,7 09(56
APPROVAL KEY
AREA OF COVERAGE' , • --Temperature
A 1 ----Finish
!,',~x;~,..i:n Minimum \",'a1or Sup~!v Rccuire~cnts
C:,e~9e' SinQle Sor!nk!er Two or Mere UL'-' C·UL 7 h'YC' -2:· x2D' s 19 GPM C 25 PSI 17 GPM .. 20 PSI 6'.I.IJ6.:M 72 L/1,iin 0 1 ;:; kPa ES LJM,n e 138 kPa A1 A1 -
lf" X 18'' i6GPM 0 17.7 PSI 13 GPM (I 11.7 PSI 5.51), X 5.5M 61 L/Min C 122 kPa 50 lJMin " 81 kPa A1 A1 -
16" X \6"' 13 GPM C 11.7 PSI 11 GPM 0 8.< PSI
,d !;',I J o!.9f,I, SOL/Min 0 122 kPa -12 L/Min @ 58 kPa A1 A1 -
;.:• X 14' ' 11 GPM 0 8.4 PSI 10GPM C 7.0 PSI
,( .3),l. X •(3M .:21.,/Min 0 58 kPa 38 L/Min 0 <8 kPa A1 A1 -
12" X i2' 5 10 GPM 0 7.0 PSI 10GPM .. 7.0 PSI
3.7M x 3.7M 38 L/1..-lin 0 <IS kPa 38UMin e <18 kPa A1 Al -
16' X :!;i' (sloped)6 16 GPM 0 17.7 PSI 12GPM 0 9.9 PSI A1 A1 .. .C.9M x 4.9M 61 L/Min ., 122 kPa 4SlJMin " 68 kPa
;5· x 15· (sloped)6 20GPM 0 27.7 PSI 17 GPM 0 20.0 PSI A1 A1 ..
S SM x 5.5M 76 L/Min 0 191 kPa 64 lJMin C ,,.138 kPa
Temperature Rating Finishes
A: 16S°F (74°C) 1: Polished Chrome, Brlghl Brass,
White (paint), Navajo While (pain!)
Footnotes 1 t.-',c1ric K Factor shown is for use use whon pres!'i.urc is measu,od in kPa. When pressure is measured 1n OAR, mulliply lhc metric K Faclor shown by 1 0 0. 2 Base part number shown. For comple\o part number. see Price List.
' For areas or coverage smaller than those, shown. use 1hc "Minimum Water Supply Roquiremen1• 101 lhe
next largo,• Area ol Coverage• lislod !or Iha sprinkler usod. Tha distance from sprinklers lo wells shall
nol ekCee-d one hall Iha sprinkler spacing indicalcd 101 lho 'Minimum Waler Supply Rociuiramen1• used.
• Tus chaf1 shows lho lislings and approvals IIVo'lilablo al the limo of prinling. 01h01 npprovals are In
process, Check wilh manufacluror 101 any Addilional approvals. 1 listing is 101 Rosidanlial ocwpancies wilh smoolh. lln1 horizontal cailings.
• Ustin~ is In, all Rasklonlial occupancies with ceilings slopod bolweon a 0(12 pild1 (0°) and a Ci/12
pilch {26.6°). Araas under sloped ceilings musl bo mensurod along tha sklpe. Aelar to Figure C
lnstana1ion Nolas. on paga 1<1S d.
; lislod by Undarwrilors Laboralories, Inc. lor uso in Can;\dll.
Acccp\anco by Ctly ol New Yor'lo. Ocp;utmcnl ol llwld111gs i~ pending ...
no11t.,ccs page 145a·d dated Octobor 23, 1996
.•
Sprinkler 145 b
Materials:
Body: Brass Casting UNS-C84400
Deflector. Copper UNS-C19500
Pin, Stainless Steel UNS-C30300
Body Cap: Brass UNS-_C26000_
Fusible Element: Beryll,um Nier.el
Seal: Teflon• Tape
Spring: Nickel Alloy
Screw: Brass UNS-C36000
ACCESSORIES: (order separately)
Sprinkler Wrench: Part No. Co336WiB
Ceiling Ring: 3• (i6,2 mm) ou:side d,-
ameler, push-on only. 6ase Pan No.
09390.
Indicate finish when orderin;i.
5. AVAILABILITY AND SERVICE
Viking sprinklers are available t:-1:o:..,gh a
neh"r'Ork of Domestic, Car,adian, a:id !r,-
temational Distributors. See lr,e Yellow
Pages of the telephone directory (l:sted
under "Sprinklers• Automatic -Fi:e") or
wri!e to The Viking Corporaliu:i.
6. GUARANTEES
For details of warranty, refer to \':kirig·s
current list price schedule or con!act Vi-
king directly.
7. INSTALLATION
WARNING: Viking sprinklers are r.anu-
factured and tested to meet tr.e rigid
requirements of the approving a;e~cy.
The sprinklers are designed to oe in-
stalled in accordance with recognized
installation standards. Devlalion :ram
the standards or any alteration to the
sprinkler atter it leaves the factory in-
cluding, but not limited to, painting, plat-
ing, coating or modification, may render
the sprinkler inoperative and will auto-
matically nullify the approval and any
guarantee made by The Viking Corpora-
tion.
A. Sprinklers are to be installed in ac-
cordance with the latest published
standards of the National Fire Protec-
tion Association, Factory Mutual,
Loss Prevention Council, Assemb!ee
Pleniere, Verband der Sachver-
sicherer or other similar organi2a-
tions and also with the provisio:-is of
governmental codes. ordinances and
standards whenever applicable. For
conditions not specifically covered by
the Standards, refer to the "Viking
Residential Installation Guide". Fi-
nal approval and ecceptancc of all
Residential Sprin"-ler Installations
must be obtained _from 1he Author-
ity Having Juristliction. Residen-
tial sprinklers aro generally consid-
ered special service sprinklers for
one and two family dwellings, mobile
ho:-:-,es and residential portions of
o:~,er occupancies where allowed.
The use of residential sprinklers may
be i::ni:ed due to occupancy and haz-
ard. The minimum flow rate indicated
mcsl be provided al the sprinkler,
the,afore, lhe system piping must be
hyc,aulically calculaled. Refer to the
Ac:hority Having Jurisdiction prior to
in~:a11ation.
8. Spr.c.klers must be handled with care.
Hc<:on® Model H,3 Residential
Flcso sprinklers are provided with a
p:a::::ic protective shell \vhich should
ret·T.ain in place over lhe sprinkler
bo:y during installation, 1esting, and
01:, :::-ne the sprinl·der is handled or
s~.::;::ed. The plas!ic pro!eclive she!I
m:.:s: be removed prior to placing the
s;-s:em in service. See paiagraph ·r· t·elow. Prior lo insta!lation, sprin-
~:iecs must be stored in a cool, dry
p!c:e in their original ship;,ing con•
!ai:--Er. Never inslall sprinklers that
have t,een dropped, damaged in any
\"'2Y, or have been exposed lo \em•
pe:-.;:u;es in excess of maxi:r,um am•
Cie:-.! :em~eralure al!m·.,ed. Such
spr:.~.:.-.iers should be destroyed im-
r.,e::aiely.
C. Cc~:csion resist.snt sprinklers must
be i:-:stalled when subj eel to corrosive
nt:.,cspheres. Viking Hori2on® sprin•
k!e:s are not intended for use in cor-
rosi·,,e environments.
D. Use care when locating sprinklers
near f:xtures thal can generate heat.
Do not install sprinklers where they
will be exposed to temperatures that
exceed the maximum recommended
ambient temperature for the tem-
perature rating used.
E. Sprinklers musl be protected from
mechanical damage. Wei pipe sys-
tems must be provided with adequate
heal.
F. The sprinklers must be installed after
!he piping is in place to prevent me-
chanical damage. Before installing,
ma~e sure the nppropriate model,
slyle, orifice size, and lemperalure
rating with the desired response
characteristic is used. Install the
sprinklers according to tile following
steps:
Step 1: lnslall nil piping and cut the
sprinkler drop nipple to position
lhe 112· ( 15mm) NPT 9ut1et qf tho
,c.-ducing coupling al !he ~~slrccl
Jun~.9. 1997
HORIZO~ MODEL H-3
RESIDENTIAL PENDENT
SPRINKLER 3.8 K-FACTOR
Spri:ikler
Cap
Spriokier
Wrench"'
Pa~ No.
0833GW.'8
A 1:2· ca:chei is j I '1
rc,qu,reo'. (Nol ____,:__.
avai:abio from Vi.,mg). I
Figure A
elevation. The drop nipple must
be perpendicular to the ceiling and
centered in a 2' (50mm) diame-
ter opening in the ceiling.
Step 2: With the sprinkler in the plas-
tic protective shell, apply a small
amount of pipe joint compound or
tape to the external threads of the
sprinkler only.
Step-3: Use only the special wrench•
designed for installing Viking Ho-
rizon Sprinklers. With the sprinkler
in the plastic protective shell,
place the unit into lhe wrench.
Sririnklor Wronch PN 00336W/B is ,~uirc:,,d
Prcvio,1s Viking I lorizon Flu!.h Sprinkler
W,cnchcs appear sim~ar, but wero rnanufac-
lwnd wilh a l:Hgor outside diamolor.
A 1/2" ralchel is 1equi1ed (nol Available lrom
Viking).
Step 4: Tum t~e unit clockwise to
thread the sprinkler into the 112·
( 15mm) NPT outlet ol tho cou-
pling. DO NOT use lhe lusible link
lo start or thruad the sprinkler into
a fitting.
G. AMcr irn;l:illatio1), tho cnliro system
must he lcslcd in accordanco with
(
(
l
June 9, 1997 SprLnkler 145 c
HORIZON® MODEL H-3
RESIDENTIAL PENDENT
SPRINKLER 3.8 K-FACTOR
<~o~,~~-)
112 • c, ,/,,:-;_ ,-;;_:;;_cr, -<--'f~::==±:=:::;::::==~ ~--~~
v.,11~.,,, ,1,..,.,.,.1,.,.,,1
the recognized installation stand-
ards. The test is applied a~er :he
sprinkler installalion lo ecsure no
damage has occurred to the sprink!sr
during shipping and insta!:a:ion, and
:o make sure the unit t-,as been pro~-
erly tighlened. If a lhread leak should
occur, normally :he unit mi..;st be re-
moved, new pipe joint corn;:,ound or
\ape applied, and reinstalled. This is
due to the fact that when the joint seal
is damaged, the sea:;ng co:-:1pour.d
or tape is washed out of the jcinl.
H. After testing, repairing all !eeks, ar;j
ins:al!alion and painting of the ceili.1;,
the ceiling ring can be insta!:ed.
1. Remove the plastic p~o1ecti\'e
cap. (It is recommended lo re:a:,1
a protective she!I in the spa;e
sprinkler cabinet. The in1e~1a! di•
arneler of \he special lns:alla\ion
wrench is designed for use with
lhe sprinkler contained in a pro-
lective shell.)
2. Push on the ceiling ring until the
ring touches the ceiling. Ceiling
rings should be ins\alled lo en-
sure proper operation of :he
sprinkler.
Nole: The maximum vertical adjustment
is 1/2" (12,7 mm). DO NOT MODIFY
THE UNIT. If necessary re-cul \he sprin-
kler drop nipple as required. NEVER use
glue or caulking material to faslen or seal
\he ceiling ring lo the ceiling. Such pro·
cedure may result in the sprinkler failing
to operate properly.
I. DISASSEMBLY: The ceiling ring can
be removed and roinslallcd (wilhoul
removing tho sprinkler) to allow ac-
cess above lhe. ceiling or to replace if
necessary. If iJ is necessary lo re-
move the entir~ unit, tho syslcm must
be removed from service. Sec Main-
lenance inslru~ lions and follow all
warnings and ipstructions.
Form No. 062395
,-
{71.,)
Fi ure B
8. l,1AINTENANCE,
NO~iCE: The owner is responsible for
ma:~,'.air.ing the fire protection system
and devices in proper operating condi-
tio:, .. =or minimum main!enance and in-
spe:::::m requirements. refer to the Na-
tio;,ai Fire Protection Association Pam-
ph!e: :hat describes the care and main-
len,;c,ce of sprinkler systems. In addi-
tion, :c.e "Authority Having Jurisdiction·
may have additional maintenance, test-
ing and inspection requirements which
mus: be followed.
A. T!",e sprinklers must be inspecled on
a :egular basis for corrosion, me-
c.'",a:,ical damage, obstructions,
;:a:~,!, elc. The frequency of the in-
S~·sc!ions may vary due to corrosive
a::-:-,ospheres, water supplies and ac~
li\~:y around the device.
B. S;:rinklers that have been field
ea:c,ted or mechanically damaged
re.est be replaced irnmedialely.
S;,rinklers showing signs of corrosion
shall be tested and/or replaced irn-
medialely as required. Residential
sprinklers that are 20 years old shall
be tested and/or replaced as re-
quired. Sprinklers that have oper-
a led cannot be reassembled or re-
used, but must be replaced. When
replacing sprinklers, use only new
sprinklers.
C. The sprinkler discharge pa\lern is
critical for proper fire protection;
therefore nothing should be hung
from, allached to, or o\hecwiso ob-
s\rucl the discharge panern, All ob-
slruclions must be immediately re-
moved or, if necessary, additional
sprinklers ins\allod.
D. When replacing existing sprinklers,
\ho syslcrn must be removed from
service. Refer lo the appropriate
system description and/or valve in-
structions. Prior lo removing tho sys-
lcm from sorvico, notify all Authoritic~
Having Jurisdiction. Consideration
should be given lo employmenl of a
fire patrol in the affected a;ea.
1. Remove \he syslem from service,
draining all wa!er and relieving all
pressure on the pip:n9.
2. Remove the ceiling ring. "Push-
on~ ceiling rings are re:-noved by
pulling \he ring downwar:J.
3. Place a plastic pro\eclive shell
(from the spare sprinkler cabinei)
over \he sprinkler to be removed.
The internal diarne:er of lhe spe-
cial Horizon sprinkler i~s:al!ation
wrench is desigried for use with
!he sprinkler COi,:aii)ej in the
shell.
4. Using lhe special sp:ink!er wrench,
tum the unit cour,terclock'.vise to
remove \he old sprinkler lrom \he
piping in which it is installed.
5. lnslall the new uni\. Care must be
taken to replace the sprinkler
with the proper model, style,
orifice size, temperature rating
and response characteristics,
wilh approvals and listings
matching the existing sprinkler.
A fully stocked spare sprinkler
cabinet should be prOl;ded for this
purpose
6. Replace the ceiling ring.
7. Place the syslem back in service
and secure all valves. Check and
repair all leaks.
F. Sprinkler systems that havo been
subjected to a fire must be returned
lo service as soon as possible. The
entire system must be inspected for
damage and repaired or replaced as
necessary. Sprinklers \hat have
been exposed lo corrosive products
of combustion or high ambient tem-
peratures, bul havo not opera1ed,
should be replaced. Refer lo the
Aulhorily Having Jurisdiclion for mini-
mum replacement requirements.
Sprinkler 145 d
Maximum
ceiling
slope= 6/12.
(26.6°).
Re~er to chart on
Page 145 a
for !isled areas
of coverage.
~:
June 9, 1997
HORIZON~ MODEL H-3
RESIDENTIAL PENDENT
SPRINKLER 3.8 K-FACTOR
Lisled Areas of Coverage
correspond to areas measured
along ceiling slope.
(for sloped ceiling installations,
.-ictua! floor coverage will be
less lhan !isled area).
Figure C Installation Guidelines
1. Actual instal1a\io;;s may require :7 ..:·:i;:,le sprinklers. A single sprinkler ins!ai!atio:-i has been
shown for clarity.
2. For ·cathedrai-ceiling applicatic~.s. i:-:slall sprinklers in a symmetric2I mirror-image of Figu~e C.
Ans· (minimum) beam or linlel is ·quired al lhe peak. Refer lo Figure D below.
3. Fer areas up 10 18' x 18', with slo;,es between a 0/12 pitch (0°) and a 6/12 pitch (26.6°), the
"Minimum Waler Supply Requirec-,ec,ts· for the nexl largest "sloped" inslallation must be used.
Refer lo Approval Chart on page 1 "5 a.
Minimum s· lintel for Iott/ upper
level (cathedral) applica:ions.
Maximum 6/12
pitch. (26.6°).
Reier lo Approval
Chart
on Page 145 a.
Figure D Installation Guidelines c J_ofts
Replaces page 145~-d dalod October 23. 19%
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INFORr,1ATI01'1
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t'l'Crrar,~y, see Frice List.
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