HomeMy WebLinkAbout3038 VILLETA AVE; ; FPR2017-0257; PermitPERMIT REPORT
C cityof
Carlsbad
Fire Permit
Print Date: 03/16/2022 Permit No: FPR2017-0257
Job Address: 3038 VILLETA AVE, CARLSBAD, CA Status: Closed -Finaled
Permit Type: FIRE-Construction Residential Work Class: Single Family Fire Sprinkl,
Parcel#: Track#: Applied: 06/22/2017
Valuation: $0.00 Lot#: Issued: 08/22/2017
Occupancy Group: Project#: DEV2016-0060 Fina led Close Out: 03/16/2022
#of Dwelling Units: Plan#:
Bedrooms: Construction Type:
Bathrooms: Orig. Plan Check#: Inspector:
Plan Check#: Final Inspection:
Project Title: CYPRESS AT THE PRESERVE
Description: REVISED PLANS FOR CYPRESS AT THE PRESERVE/ MODEL/ PLAN 1 / LOT 10-SPRINKLER
FEE
FIRE NFPA 13D Single Family System (lnsp/Bldg)
FIRE NFPA 13D Single Family System (Plan Review)
FIRE Plan Review Per Hour -Office Hours
Total Fees: $496.00 Total Payments To Date:
Fire Department
$496.00
FPContractor:
NP MECHANICAL INC
PO BOX 309
CORONA, CA 92878-0309
(951) 667-4220
Balance Due:
1635 Faraday Avenue, Carlsbad CA 92008-7314 I 760-602-4665 I 760-602-8561 f I www.carlsbadca.gov
AMOUNT
$121.00
$239.00
$136.00
$0.00
Page 1 of 1
Job Name
Building
Location
System
Contract
Data File
MECHANICAL
NP Mechanical
9225 Stellar Court, Suite A
Corona, CA 92883
951 -667-4220
CYPRESS AT THE PRESERVE
PLAN 1
CALC AREA 1
1
PLAN1 CA1 16X16.WXF
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
NP Mechanical
CYPRESS AT THE PRESERVE
HYDRAULIC DESIGN INFORMATION SHEET
Name -CYPRESS AT THE PRESERVE
Location -CALC AREA 1
Building -PLAN 1
Date -5/25/17
System No . -1
Contr act No . -
Drawing No . -1
Contractor -NP MECHANICAL
Calculated By -MG
Construction: (X) Combustible
OCCUPANCY -LIGHT HAZARD
( ) Non-Combustible Ceiling Height 9 '-0"
s
y
s
T
E
M
D
E
s
I
G
N
Type of Cal cul ation : ( )NFPA 13 Residential
Number of Sprinklers Flowing: ( )1 (X)2
( ) Other
( ) Specific Ruling Made by
Listed Flow at Start Point -13
Listed Pres . at Start Point -7
MAXIMUM LISTED SPACING 16 x 16
-5
Gpm
Psi
)NFPA 13R (X)NFPA 13D
) 4 ( )
Date
System Type
(X) Wet ( ) Dry
( ) Deluge ( ) PreAction
Sprinkler or Nozzle Domestic Flow Added
Additional Flow Added
El evation at Highest Outlet -
Note:
Gpm
Gpm
Feet
Make RELIABLE Model RFC49
Size 7/16 K-Factor 4 .9
Temperature Rating 165
Calculation
Summary
Gpm Required 26 .003
C-Factor Used:
Psi Required 45 .151
Overhead 150
At BR
Underground 150
w
A
T
E
R
s
p
p
L
y
Water Flow Test:
Date of Test
Time of Test
Static (Psi) -
Residual (Psi) -
Flow (Gpm) -
Elevation -
Location :
Pump
Rated
@ Psi
94 Elev.
66 Other
3750
114
Dat a :
Cap.
Tank or Reservoir :
Cap.
Elev.
Well
Proof Flow Gpm
Source of I nformation:
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Page
Date
1
5/25/17
•
Water Supply Curve C
NP Mechanical
CYPRESSATTHEPRESERVE
City Water Supply:
C1 -Static Pressure . 84.6
C2 -Residual Pressure: 59.4
C2 -Residual Flow 3750
150
140
130
p 120
R 110
E 100
S 90 ,:;-,-
S 80 -oz
U 70
D3
R 60
E 50
40
30
20
10 1 UT
400 800 1200 1600
Page 2
Date 5/25/17
Demand:
2000 2400 2800 3200
FLOW ( N " 1.85 )
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
D1 -Elevation
D2 -System Flow
D2 -System Pressure
Hose ( Demand )
D3 -System Demand
Safety Margin
3600
: 12.127
: 26.003
: 73.935
:5
: 31.003
: 10.661
C2
"
Fittings Used Summary
NP Mechanical
CYPRESS AT THE PRESERVE
Fitting Legend
Abbrev. Name
F NFPA 13 45' Elbow
Fsp Flow Switch Potter VSR
N* CPVC 90'EII Harvel-Spears o· CPVC Tee -Branch
R* CPVC Coupling Tee -Run
s NFPA 13 Swing Check
T NFPA 13 90' Flowthru Tee
Units Summary
Diameter Units
Length Units
Flow Units
Pressure Units
½ ¾ 1 1¼ 1½ 2
1 1 1 1 2 2
Fitting generates a Fixed Loss Based on Flow
3
1
0
3
Inches
Feet
7
3
1
0
4
7 8
5 6
1 1
5 7
5 6
US Gallons per Minute
Pounds per Square Inch
9 11
8 10
1 1
9 11
8 10
2½ 3
3 3
12 13
12 15
2 2
14 16
12 15
Note: Fitting Legend provides equivalent pipe lengths tor fittings types of various diameters.
Equivalent lengths shown are standard for actual diameters of Sched 40 pipe and CFactors
3½
3
0
0
0
19
17
of 120 except as noted with*. The fittings marked with a• show equivalent lengths values
supplied by manufacturers based on specific pipe diameters and CFactors and they require no
adjustment. All values tor fittings not marked with a * will be adjusted in the calculation
tor CFactors of other than 120 and diameters other than Sched 40 per NFPA.
4 5 6 8
4 5 7 9
0 0 0 0
0 0 0 0
0 0 0 0
22 27 32 45
20 25 30 35
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Page 3
Date 5/25/17
10 12 14 16 18 20 24
11 13 17 19 21 24 28
0 0 0 0 0 0 0
0 0 0 0 0 0 0
0 0 0 0 0 0 0
55 65
50 60 71 81 91 101 121
11
Pressure / Flow Summary -STANDARD
~ NP Mechanical Page 4
CYPRESS AT THE PRESERVE Date 5/25/17
Node Elevation K-Fact Pt Pn Flow Density Area Press
No. Actual Actual Re .
H1 9.0 4.9 7.04 na 13.0 0.05 256 7.0
H2 9.0 4.9 7.04 na 13.0 0.05 256 7.039
H3 19.0 12.97 na
H4 19.0 11.24 na
H5 19.0 10.33 na
1 10.0 8.45 na
D1 10.0 6.99 na
D2 10.0 6.98 na
2 10.0 8.5 na
3 10.0 9.31 na
4 20.0 9.4 na
D5 20.0 9.9 na
5 20.0 9.9 na
D4 20.0 10.8 na
6 20.0 10.8 na
D3 20.0 12.53 na
7 20.0 12.53 na
8 20.0 13.53 na
10 20.0 14.74 na
11 20.0 9.94 na
12 10.0 25.11 na
13 10.0 30.9 na
14 10.0 32.88 na
TR 10.0 35.75 na
BR 2.0 45.15 na 5.0
X 2.0 46.22 na
EL -3.0 48.81 na
M1 -3.0 54.3 na
M2 -3.0 58.52 na
CM -3.0 67.0 na
100 -3.0 67.0 na
101 -3.0 67.0 na
102 -3.0 67.0 na
103 -3.0 67.0 na
104 -3.0 67.0 na
FT -19.0 73.94 na
The maximum velocity is 13.9 and it occurs in the pipe between nodes 3 and 4
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Final Calculations -Hazen-Williams
NP Mechanical
CYPRESS AT THE PRESERVE
Dia.
"C"
Fitting
or
Hyd.
Ref.
Point
Qa
Qt Pf/Ft Eqv. Ln.
H1 13.00 0.874 0 3.0
to 150.0 0.0
01 13.0 0.0945 0.0
0.0
13.00
H2 13.00 0.874 0 3.0
to 150.0 0.0
02 13.0 0.0945 0.0
0.0
13.00
H3 0.0 0.874 N 7.0
to 150.0 0.0
03 0.0 0.0 0.0
0.0
0.0
H4 0.0 0.874 0 3.0
to 150.0 0.0
04 0.0 0.0 0.0
0.0
0.0
H5 0.0 0.874 N 7.0
to 150.0 0.0
05 0.0 0.0 0.0
0.0
0.0
-13.34 0.874 R 1.0
to 150.0 0.0
01 -13.34 -0.0991 0.0
01 13.00 0.874 2N 14.0
to 150.0 R 1.0
02 -0.34 -0.0001 0.0
02 13.00 0.874 0 3.0
to 150.0 0.0
2 12.66 0.0899 0.0
2 0.0 0.874 0 3.0
to 150.0 0.0
3 12.66 0.0899 0.0
3 -26.00 0.874 0 3.0
to 150.0 0.0
1 -13.34 -0.0990 0.0
0.0
-13.34
3 26.00 0.874 0 3.0
to 150.0 0.0
4 26.0 0.3405 0.0
4 -15.28 0.874 R 1.0
to 150.0 0.0
5 10.72 0.0661 0.0
Pipe
Ftng's
Total
1.000
3.000
4.000
1.000
3.000
4.000
1.000
7.000
8.000
1.000
3.000
4.000
1.000
7.000
8.000
13.750
1.000
14.750
12.333
15.000
27.333
13.917
3.000
16.917
5.917
3.000
8.917
5.667
3.000
8.667
10.000
3.000
13.000
6.583
1.000
7.583
Pt
Pe
Pf
7.042
-0.433
0.378
6.987
7.039
-0.433
0.378
6.984
12.968
-0.433
0.0
12.535
11.238
-0.433
0.0
10.805
10.335
-0.433
0.0
9.902
8.448
0.0
-1.461
6.987
0.0
-0.003
6.984
0.0
1.520
8.504
0.0
0.802
9.306
0.0
-0.858
8.448
9.306
-4.331
4.426
9.401
0.0
0.501
Pt
Pv
Pn
Page 5
Date 5/25/17
******* Notes ******
K Factor= 4.90
Vel = 6.95
K Factor = 4.92
K Factor= 4.90
Vel = 6.95
K Factor= 4.92
Vel = 0
K Factor= 0
Vel = 0
K Factor= 0
Vel = 0
K Factor = 0
Vel = 7.13
Vel = 0.18
Vel = 6.77
Vel = 6.77
Vel = 7.13
K Factor= -4.59
Vel = 13.90
Vel = 5.73
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Final Calculations -Hazen-Williams
NP Mechanical
CYPRESS AT THE PRESERVE
Dia.
"C"
Fitting
or
Hyd.
Ref.
Point
Qa
Qt Pf/Ft Eqv. Ln.
0.0
10.72
D5 0.0 0.874 0 3.0
to 150.0 0.0
5 0.0 0.0 0.0
5 10.72 0.874 N 7.0
to 150.0 R 1.0
6 10.72 0.0661 0.0
0.0
10.72
D4 0.0 0.874 0 3.0
to 150.0 0.0
6 0.0 0.0 0.0
6 10.72 0.874 3R 3.0
to 150.0 0.0
7 10.72 0.0661 0.0
0.0
10.72
D3 0.0 0.874 20 6.0
to 150.0 0.0
7 0.0 0.0 0.0
7 10.72 0.874 N 7.0
to 150.0 0.0
8 10.72 0.0661 0.0
8 0.0 0.874 0 3.0
to 150.0 0.0
10 10.72 0.0661 0.0
10 -26.00 0.874 3R 3.0
to 150.0 0 3.0
11 -15.28 -0.1273 0.0
11 0.0 0.874 R 1.0
to 150.0 0.0
4 -15.28 -0.1273 0.0
0.0
-15.28
10 26.00 0.874 2N 14.0
to 150.0 0.0
12 26.0 0.3404 0.0
12 0.0 0.874 N 7.0
to 150.0 0.0
13 26.0 0 .3404 0.0
13 0.0 0.874 0 3.0
to 150.0 0.0
14 26.0 0.3405 0.0
14 0.0 0.874 N 7.0
to 150.0 0.0
TR 26.0 0.3404 0.0
0.0
Pipe
Ftng's
Total
0.500
3.000
3.500
5.667
8.000
13.667
3.583
3.000
6.583
23.167
3.000
26.167
6.250
6.000
12.250
8.000
7.000
15.000
15.333
3.000
18.333
31.667
6.000
37.667
3.250
1.000
4.250
3.750
14.000
17.750
10.000
7.000
17.000
2.833
3.000
5.833
1.417
7.000
8.417
Pt
Pe
Pf
9.902
9.902
0.0
0.0
9.902
0.0
0.903
10.805
10.805
0.0
0.0
10.805
0.0
1.730
12.535
12.535
0.0
0.0
12.535
0.0
0.991
13.526
0.0
1.212
14.738
0.0
-4.796
9.942
0.0
-0.541
9.401
14.738
4.331
6.042
25.111
0.0
5.787
30.898
0.0
1.986
32.884
0.0
2.865
Pt
Pv
Pn
Page 6
Date 5/25/17
******* Notes ******
K Factor = 3.41
Vel = 0
Vel = 5.73
K Factor = 3.26
Vel = 0
Vel = 5.73
K Factor= 3.03
Vel = 0
Vel = 5.73
Vel = 5.73
Vel = 8.17
Vel = 8.17
K Factor= -4.98
Vel = 13.90
Vel = 13.90
Vel = 13.90
Vel = 13.90
Computer Programs by Hydratec Inc. Route 11 1 Windham N.H. USA 03087
Final Calculations -Hazen-Williams
NP Mechanical
CYPRESS AT THE PRESERVE
Hyd.
Ref.
Point
TR
to
BR
BR
to
X
X
to
EL
EL
to
M1
M1
to
M2
M2
to
CM
CM
to
100
100
to
101
100
to
105
101
to
102
102
to
103
103
to
104
104
to
105
104
to
CM
Qa
Qt
26.00
26.00
26.0
5.00
31.0
0.0
31.0
0.0
31.0
0.0
31.0
0.0
31.0
-14.00
17.0
0.87
17.87
0.0
17.87
-0.87
-0.87
0.0
-0.87
17.87
17.87
-31 .00
-13.13
0.0
-13.13
14.00
0.87
0.0
0.87
-14.00
-14.0
Dia.
"C ..
Pf/Ft
1.101
150.0
0.1106
1.101
150.0
0.1531
1.244
150.0
0.0842
1.244
150.0
0.0845
1.025
150.0
0.2170
0.995
150.0
0.2506
7.98
150.0
0.0
7.98
150.0
0.0
7.98
150.0
0.0
11 .65
150.0
0.0
11 .65
150.0
0.0
7.98
150.0
0.0
11.65
150.0
0.0
7.98
150.0
0.0
Fitting
or
Eqv. Ln.
2R 2.0
s 9.563
Fsp 0.0
N 7.0
0 5.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
T 5.841
0.0
0.0
3F 40.774
T 52.855
0.0
T 52.855
0.0
0.0
2T 105.71
0.0
0.0
F 17.441
T 80.498
0.0
F 17.441
T 80.498
0.0
T 52.855
0.0
0.0
T 80.498
0.0
0.0
T 52.855
0.0
0.0
Pipe
Ftng's
Total
8.000
18.562
26.562
2.000
5.000
7.000
5.000
0.0
5.000
65.000
0.0
65.000
1.000
0.0
1.000
28.000
5.841
33.841
324.000
93.629
417.629
295.000
52.855
347.855
381.000
105.710
486.710
175.000
97.939
272.939
532.000
97.939
629.939
542.000
52.855
594.855
207.000
80.498
287.498
542.000
52.855
594.855
Computer Programs by Hydratec Inc. Route 111
Pt
Pe
Pf
35.749
35.749
6.465
2.937
45.151
0.0
1.072
46.223
2.166
0.421
48.810
0.0
5.491
54.301
4.000
0.217
58.518
0.0
8.482
67.000
0.0
0.002
67.002
0.0
0.001
67.003
67.002
-1.299
-0.001
65.702
67.003
0.0
0.0
67.003
0.0
0.0
67.003
0.0
-0.001
67.002
-1.299
-0.001
65.702
67.002
0.0
-0.002
Pt
Pv
Pn
Page 7
Date 5/25/17
******* Notes ******
K Factor = 4.35
* * Fixed Loss = 3
Vel = 8.76
Oa=5
Vel = 10.45
Vel = 8.18
Vel= 8.18
* * Fixed Loss = 4
Vel = 12.05
Vel = 12.79
Vel = 0.11
Vel = 0.11
K Factor= 2.18
Vel = 0.01
K Factor = -0.11
Vel = 0.05
Vel = 0.04
Vel = 0.08
Vel = 0
K Factor= 0.11
Vel = 0.09
Windham N.H. USA 03087
~inal Calculations -Hazen-Williams
NP Mechanical
CYPRESS AT THE PRESERVE
Hyd.
Ref.
Point
102
to
FT
Qa
Qt
0.0
-14.00
31.00
31.0
0.0
31.00
Dia.
"Cu
Pf/Ft
11 .65
150.0
0.0
Fitting
or
Eqv. Ln.
3T 241.494
0.0
0.0
Pipe
Ftng's
Total
1439.000
241.494
1680.494
Pt
Pe
Pf
67.000
67.003
6.930
0.002
73.935
Pt
Pv
Pn
Page 8
Date 5/25/17
******* Notes ******
K Factor= -1.71
Vel = 0.09
K Factor = 3.61
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Job Name
Building
Location
System
Contract
Data File
MECHANICAL
NP Mechanical
9225 Stellar Court, Suite A
Corona, CA 92883
951-667-4220
CYPRESS AT THE PRESERVE
PLAN 1
CALC AREA 2
1
PLAN1 CA2 20X20.WXF
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
NP Mechanical
CYPRESS AT THE PRESERVE
HYDRAULIC DESIGN INFORMATION SHEET
Name -CYPRESS AT THE PRESERVE
Location -CALC AREA 2
Building -PLAN 1
Date -5/25/17
System No . -1
Contract No . -
Drawing No . -1
Contractor -NP MECHANICAL
Calculated By -MG
Construction: (X) Combustible
OCCUPANCY -LIGHT HAZARD
( ) Non-Combustible Ceiling Height 9 '-0 "
s
y
s
T
E
M
D
E
s
I
G
N
Type of Calculation : ( )NFPA 13 Residential
Number of Sprinklers Flowing: (X) 1 ( ) 2
( ) Other
( )Specific Ruling Made by
Listed Flow at Start Point -20 Gpm
Listed Pres . at Start Point -16 .7 Psi
MAXIMUM LISTED SPACING 20 x 20
Domestic Flow Added -5
)NFPA 13R (X)NFPA 13D
) 4 ( )
Date
System Type
(X ) Wet () Dry
( ) Deluge ( ) PreAction
Sprinkler or Nozzle
Additional Flow Added
Elevation at Highest Outlet -
Note:
Gpm
Gpm
Feet
Make RELIABLE Model RFC49
Size 7/16 K-Factor 4.9
Temperature Rating 165
Calculation
Summary
Gpm Required 20 .024
C-Factor Used:
Psi Required 46.390
Overhead 150
At BR
Underground 150
w
A
T
E
R
s
p
p
L
y
Water Flow Test:
Date of Test
Time of Test
Static (Psi) -
Residual (Psi) -
Flow (Gpm ) -
Elevation -
Location:
Pump
Rated
@ Psi
94 Elev.
66 Other
3750
114
Data :
Cap.
Tank or Reservoir :
Cap.
Elev.
Well
Proof Flow Gpm
Source of Information :
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Page
Date
1
5/25/17
Water Supply Curve C
NP Mechanical
CYPRESS AT THE PRESERVE
City Water Supply:
C1 -Static Pressure . 84.6
C2 -Residual Pressure: 59.4
C2 -Residual Flow 3750
150
140
130
p 120
R 110
E 100
S 90 -c;T
S 80 02
U 70
R 60 03
E 50
40
30
20
1 10 0 1
400 800 1200 1600
Page 2
Date 5/25/17
Demand:
2000 2400 2800 3200
FLOW ( N " 1.85 )
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
01 -Elevation
02 -System Flow
02 -System Pressure
Hose ( Demand )
03 -System Demand
Safety Margin
3600
: 16.458
: 20.024
: 70.040
:5
: 25.024
: 14.557
C2
Fittings Used Summary
NP Mechanical
CYPRESS AT THE PRESERVE
Fitting Legend
Abbrev. Name
F NFPA 13 45' Elbow
Fsp Flow Switch Potter VSR
N* CPVC 90'EII Harvel-Spears o · CPVC Tee · Branch
R* CPVC Coupling Tee -Run
s NFPA 13 Swing Check
T NFPA 13 90' Flow thru Tee
Units Summary
Diameter Units
Length Units
Flow Units
Pressure Units
½ ¾ 1 1¼ 1½ 2
1 1 1 1 2 2
Fitting generates a Fixed Loss Based on Flow
3
1
0
3
Inches
Feet
7
3
1
0
4
7 8
5 6
1 1
5 7
5 6
US Gallons per Minute
Pounds per Square Inch
9 11
8 10
1 1
9 11
8 10
2½ 3
3 3
12 13
12 15
2 2
14 16
12 15
Note: Fitting Legend provides equivalent pipe lengths for fittings types of various diameters.
Equivalent lengths shown are standard for actual diameters of Sched 40 pipe and CF actors
3½
3
0
0
0
19
17
of 120 except as noted with*. The fittings marked with a* show equivalent lengths values
supplied by manufacturers based on specific pipe diameters and CFactors and they require no
adjustment. All values for fittings not marked with a * will be adjusted in the calculation
for CF actors of other than 120 and diameters other than Sched 40 per NFPA.
4 5 6 8
4 5 7 9
0 0 0 0
0 0 0 0
0 0 0 0
22 27 32 45
20 25 30 35
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Page 3
Date 5/25/17
10 12 14 16 18 20 24
11 13 17 19 21 24 28
0 0 0 0 0 0 0
0 0 0 0 0 0 0
0 0 0 0 0 0 0
55 65
50 60 71 81 91 101 121
Pressure/ Flow Summary -STANDARD
NP Mechanical Page 4
CYPRESS AT THE PRESERVE Date 5/25/17
Node Elevation K-Fact Pt Pn Flow Density Area Press
No. Actual Actual Reg.
H1 9.0 26.86 na
H2 9.0 26.86 na
H3 19.0 4.9 16.7 na 20.02 0.05 400 16.7
H4 19.0 21.82 na
H5 19.0 22.28 na
1 10.0 26.43 na
D1 10.0 26.43 na
D2 10.0 26.43 na
2 10.0 26.43 na
3 10.0 26.43 na
4 20.0 22.1 na
D5 20.0 21.85 na
5 20.0 21.85 na
D4 20.0 21.39 na
6 20.0 21.39 na
D3 20.0 17.95 na
7 20.0 20.52 na
8 20.0 21.86 na
10 20.0 23.5 na
11 20.0 22.24 na
12 10.0 31.55 na
13 10.0 35.12 na
14 10.0 36.35 na
TR 10.0 38.11 na
BR 2.0 46.39 na 5.0
X 2.0 47.11 na
EL -3.0 49.56 na
M1 -3.0 53.25 na
M2 -3.0 57.4 na
CM -3.0 63.11 na
100 -3.0 63.11 na
101 -3.0 63.11 na
102 -3.0 63.11 na
103 -3.0 63.11 na
104 -3.0 63.11 na
FT -19.0 70.04 na
The maximum velocity is 10.71 and it occurs in the pipe between nodes H3 and D3
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Final Calculations -Hazen-Williams
NP Mechanical
CYPRESS AT THE PRESERVE
Dia.
"C"
Fitting
or
Hyd.
Ref.
Point
Oa
Qt Pf/Ft Eqv. Ln.
H1 0.0 0.874 0 3.0
to 150.0 0.0
D1 0.0 0.0 0.0
0.0
0.0
H2 0.0 0.874 0 3.0
to 150.0 0.0
D2 0.0 0.0 0.0
0.0
0.0
H3 20.02 0.874 N 7.0
to 150.0 0.0
D3 20.02 0.2099 0.0
0.0
20.02
H4 0.0 0.874 0 3.0
to 150.0 0.0
D4 0.0 -0.0002 0.0
0.0
0.0
H5 0.0 0.874 N 7.0
to 150.0 0.0
D5 0.0 0.0 0.0
0.0
0.0
0.0 0.874 R 1.0
to 150.0 0.0
D1 0.0 0.0 0.0
D1 0.0 0.874 2N 14.0
to 150.0 R 1.0
D2 0.0 0.0 0.0
D2 0.0 0.874 0 3.0
to 150.0 0.0
2 0.0 0.0 0.0
2 0.0 0.874 0 3.0
to 150.0 0.0
3 0.0 0.0 0.0
3 0.0 0.874 0 3.0
to 150.0 0.0
1 0.0 0.0 0.0
0.0
0.0
3 0.0 0.874 0 3.0
to 150.0 0.0
4 0.0 0.0 0.0
4 -7.41 0.874 R 1.0
to 150.0 0.0
5 -7.41 -0.0334 0.0
Pipe
Ftng's
Total
1.000
3.000
4.000
1.000
3.000
4.000
1.000
7.000
8.000
1.000
3.000
4.000
1.000
7.000
8.000
13.750
1.000
14.750
12.333
15.000
27.333
13.917
3.000
16.917
5.917
3.000
8.917
5.667
3.000
8.667
10.000
3.000
13.000
6.583
1.000
7.583
Pt
Pe
Pf
26.863
-0.433
0.0
26.430
26.863
-0.433
0.0
26.430
16.700
-0.433
1.679
17.946
21.824
-0.433
-0.001
21.390
22.279
-0.433
0.0
21.846
26.430
0.0
0.0
26.430
0.0
0.0
26.430
0.0
0.0
26.430
0.0
0.0
26.430
0.0
0.0
26.430
26.430
-4.331
0.0
22.099
0.0
-0.253
Pt
Pv
Pn
Page 5
Date 5/25/17
******* Notes ******
Vel = 0
K Factor= 0
Vel = 0
K Factor= 0
K Factor = 4.90
Vel = 10.71
K Factor= 4.73
Vel = 0
K Factor = 0
Vel = 0
K Factor = 0
Vel = 0
Vel = 0
Vel = 0
Vel = 0
Vel = 0
K Factor= 0
Vel = 0
Vel = 3.96
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Final Calculations -Hazen-Williams
NP Mechanical
CYPRESS AT THE PRESERVE
Dia.
..C"
Fitting
or
Hyd.
Ref.
Point
Qa
Qt Pf/Ft Eqv. Ln.
0.0
-7.41
D5 0.0 0.874 0 3.0
to 150.0 0.0
5 0.0 0.0 0.0
5 -7.41 0.874 N 7.0
to 150.0 R 1.0
6 -7.41 -0.0334 0.0
0.0
-7.41
D4 0.0 0.874 0 3.0
to 150.0 0.0
6 0.0 0.0 0.0
6 -7.41 0.874 3R 3.0
to 150.0 0.0
7 -7.41 -0.0333 0.0
0.0
-7.41
D3 20.02 0.874 20 6.0
to 150.0 0.0
7 20.02 0.2100 0.0
7 -7.40 0.874 N 7.0
to 150.0 0.0
8 12.62 0.0893 0.0
8 0.0 0.874 0 3.0
to 150.0 0.0
10 12.62 0.0893 0.0
10 -20.03 0.874 3R 3.0
to 150.0 0 3.0
11 -7.41 -0.0333 0.0
11 0.0 0.874 R 1.0
to 150.0 0.0
4 -7.41 -0.0332 0.0
0.0
-7.41
10 20.02 0.874 2N 14.0
to 150.0 0.0
12 20.02 0.2100 0.0
12 0.0 0.874 N 7.0
to 150.0 0.0
13 20.02 0.2099 0.0
13 0.0 0.874 0 3.0
to 150.0 0.0
14 20.02 0.2100 0.0
14 0.0 0.874 N 7.0
to 150.0 0.0
TR 20.02 0.2099 0.0
0.0
Pipe
Ftng's
Total
0.500
3.000
3.500
5.667
8.000
13.667
3.583
3.000
6.583
23.167
3.000
26.167
6.250
6.000
12.250
8.000
7.000
15.000
15.333
3.000
18.333
31.667
6.000
37.667
3.250
1.000
4.250
3.750
14.000
17.750
10.000
7.000
17.000
2.833
3.000
5.833
1.417
7.000
8.417
Pt
Pe
Pf
21.846
21.846
0.0
0.0
21.846
0.0
-0.456
21 .390
21.390
0.0
0.0
21.390
0.0
-0.872
20.518
17.946
0.0
2.572
20.518
0.0
1.340
21.858
0.0
1.638
23.496
0.0
-1.256
22.240
0.0
-0.141
22.099
23.496
4.331
3.727
31.554
0.0
3.568
35.122
0.0
1.225
36.347
0.0
1.767
Pt
Pv
Pn
Page 6
Date 5/25/17
******* Notes ******
K Factor = -1 .59
Vel = 0
Vel = 3.96
K Factor = -1.60
Vel = 0
Vel = 3.96
K Factor = -1.64
Vel = 10.71
Vel = 6.75
Vel = 6.75
Vel = 3.96
Vel = 3.96
K Factor = -1 .58
Vel = 10.71
Vel= 10.71
Vel = 10.71
Vel = 10.71
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Final Calculations -Hazen-Williams
NP Mechanical
CYPRESS AT THE PRESERVE
Hyd.
Ref.
Point
TR
to
BR
BR
to
X
X
to
EL
EL
to
M1
M1
to
M2
M2
to
CM
CM
to
100
100
to
101
100
to
105
101
to
102
102
to
103
103
to
104
104
to
105
104
to
CM
Qa
Qt
20.02
20.02
20.02
5.00
25.02
0.0
25.02
0.0
25.02
0.0
25.02
0.0
25.02
-11 .30
13.72
0.70
14.42
0.0
14.42
-0.70
-0.7
0.0
-0.70
14.42
14.42
-25.02
-10.6
0.0
-10.6
11.30
0.7
0.0
0.70
-11 .30
-11.3
Dia.
"C"
Pf/Ft
1.101
150.0
0.0682
1.101
150.0
0.1030
1.244
150.0
0.0568
1.244
150.0
0.0568
1.025
150.0
0.1460
0.995
150.0
0.1686
7.98
150.0
0.0
7.98
150.0
0.0
7.98
150.0
0.0
11 .65
150.0
0.0
11 .65
150.0
0.0
7.98
150.0
0.0
11 .65
150.0
0.0
7.98
150.0
0.0
Fitting
or
Eqv. Ln.
2R 2.0
s 9.563
Fsp 0.0
N 7.0
0 5.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
T 5.841
0.0
0.0
3F 40.774
T 52.855
0.0
T 52.855
0.0
0.0
2T 105.71
0.0
0.0
F 17.441
T 80.498
0.0
F 17.441
T 80.498
0.0
T 52.855
0.0
0.0
T 80.498
0.0
0.0
T 52.855
0.0
0.0
Pipe
Ftng's
Total
8.000
18.562
26.562
2.000
5.000
7.000
5.000
0.0
5.000
65.000
0.0
65.000
1.000
0.0
1.000
28.000
5.841
33.841
324.000
93.629
417.629
295.000
52.855
347.855
381.000
105.710
486.710
175.000
97.939
272.939
532.000
97.939
629.939
542.000
52.855
594.855
207.000
80.498
287.498
542.000
52.855
594.855
Computer Programs by Hydratec Inc. Route 111
Pt
Pe
Pf
38.114
38.114
6.465
1.811
46.390
0.0
0.721
47.111
2.166
0.284
49.561
0.0
3.693
53.254
4.000
0.146
57.400
0.0
5.707
63.1 07
0.0
0.001
63.108
0.0
0.001
63.109
63.108
-1.299
0.0
61.809
63.109
0.0
0.0
63.109
0.0
0.0
63.109
0.0
-0.001
63.108
-1.299
0.0
61.809
63.108
0.0
-0.001
Pt
Pv
Pn
Page 7
Date 5/25/17
******* Notes
K Factor= 3.24
* * Fixed Loss = 3
Vel = 6.75
Oa=5
Vel = 8.43
Vel = 6.60
Vel= 6.60
* * Fixed Loss = 4
Vel = 9.73
Vel = 10.32
Vel = 0.09
Vel = 0.09
K Factor= 1.82
Vel = 0
K Factor= -0.09
Vel= 0.04
Vel = 0.03
Vel = 0.07
Vel = 0
K Factor= 0.09
Vel = 0.07
Windham N.H. USA 03087
..
Final Calculations -Hazen-Williams
NP Mechanical
CYPRESSATTHEPRESERVE
Dia.
"C"
Fitting
or
Hyd.
Ref.
Point
Qa
Qt Pf/Ft Eqv. Ln.
0.0
-1 1.30
102 25.02 11 .65 3T 241.494
to 150.0 0.0
FT 25.02 0.0 0.0
0.0
25.02
Pipe
Ftng's
Total
1439.000
241.494
1680.494
Pt
Pe
Pf
63.107
63.109
6.930
0.001
70.040
Pt
Pv
Pn
Page 8
Date 5/25/17
******* Notes ******
K Factor = -1 .42
Vel = 0.08
K Factor= 2.99
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Job Name
Building
Location
System
Contract
Data File
MECHANICAL
NP Mechanical
9225 Stellar Court, Suite A
Corona, CA 92883
951 -667-4220
CYPRESS AT THE PRESERVE
PLAN 1
CALC AREA 3
1
PLAN1CA316X16.WXF
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
NP Mechanical
CYPRESS AT THE PRESERVE
HYDRAULIC DESI GN INFORMATION SHEET
Name -CYPRESS AT THE PRESERVE
Location -CALC AREA 3
Building -PLAN 1
Date -5/25/17
System No . -1
Contract No. -
Drawing No . -1
Contractor -NP MECHANICAL
Cal culated By -MG
Const ruction : (X) Combustible
OCCUPANCY -LIGHT HAZARD
( ) Non-Combustible Cei l ing Height 9 '-0 "
s
y
s
T
E
M
D
E
s
I
G
N
Type of Calculation: ( ) NFPA 13 Residential
Number of Sprinklers Flowing: ( )1 (X)2
( ) Other
( ) Specific Ruling Made by
Listed Flow at Start Point -13
Listed Pres . at Start Point -7
MAXIMUM LISTED SPACING 1 6 x 16
-5
Gpm
Psi
)NFPA 13R (X)NFPA 130
) 4 ( )
Date
System Type
(X) Wet ( ) Dry
( ) Deluge ( ) PreAction
Sprinkler or Nozzle Domestic Flow Added
Additional Flow Added
Elevation at Highest Outlet -
Gpm
Gpm
Feet
Make RELIABLE Model RFC49
Size 7/16 K-Factor 4 .9
Note: Temperature Rating 165
Calculation
Summary
Gpm Required 26 .066
C-Factor Used :
Psi Required 43.327
Overhead 150
At BR
Underground 150
w
A
T
E
R
s
p
p
L
y
Water Flow Test :
Date of Test
Time of Test
Static (Psi) -
Residual (Psi) -
Flow (Gpm) -
Elevation -
Location:
Pump
Rated
@ Psi
94 Elev.
66 Other
3750
114
Data :
Cap.
Tank or Reservoir:
Cap.
Elev .
Well
Proof Flow Gpm
Source of Information :
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Page
Date
1
5/25/17
Water Supply Curve C
NP Mechanical
CYPRESSATTHEPRESERVE
City Water Supply:
C1 -Static Pressure : 84.6
C2 -Residual Pressure: 59.4
C2 -Residual Flow 3750
150
140
130
p 120
R 110
E 100
S 90 rn;T
S 80 l I D2
U 70
(
R 60 D3
E 50
40
30
20 l I D1 10
400 800 1200 1600
Page 2
Date 5/25/17
Demand:
2000 2400 2800 3200
FLOW ( N " 1 .85 )
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
D1 -Elevation
D2 -System Flow
D2 -System Pressure
Hose ( Demand )
D3 -System Demand
Safety Margin
3600
: 16.458
: 26.066
: 72.170
:5
: 31.066
: 12.426
C2
Fittings Used Summary
NP Mechanical
CYPRESS AT THE PRESERVE
Fitting Legend
Abbrev. Name
F NFPA 13 45' Elbow
Fsp Flow Switch Potter VSR
N * CPVC 90'EII Harvel-Spears
O * CPVC Tee -Branch
R* CPVC Coupling Tee -Run
s NFPA 13 Swing Check
T NFPA 13 90' Flowthru Tee
Units Summary
Diameter Units
Length Units
Flow Units
Pressure Units
½ ¾ 1 1¼ 1½ 2
1 1 1 1 2 2
Fitting generates a Fixed Loss Based on Flow
3
1
0
3
Inches
Feet
7
3
1
0
4
7 8
5 6
1 1
5 7
5 6
US Gallons per Minute
Pounds per Square Inch
9 11
8 10
1 1
9 11
8 10
2½ 3
3 3
12 13
12 15
2 2
14 16
12 15
Note: Fitting Legend provides equivalent pipe lengths for fittings types of various diameters.
Equivalent lengths shown are standard for actual diameters of Sched 40 pipe and CFactors
3½
3
0
0
0
19
17
of 120 except as noted with *. The fittings marked with a * show equivalent lengths values
supplied by manufacturers based on specific pipe diameters and CFactors and they require no
adjustment. All values for fittings not marked with a* will be adjusted in the calculation
for CF actors of other than 120 and diameters other than Sched 40 per NFPA.
4 5 6 8
4 5 7 9
0 0 0 0
0 0 0 0
0 0 0 0
22 27 32 45
20 25 30 35
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Page 3
Date 5/25/17
10 12 14 16 18 20 24
11 13 17 19 21 24 28
0 0 0 0 0 0 0
0 0 0 0 0 0 0
0 0 0 0 0 0 0
55 65
50 60 71 81 91 101 121
,,
Pressure / Flow Summary -STANDARD
NP Mechanical Page 4
CYPRESS AT THE PRESERVE Date 5/25/17
Node Elevation K-Fact Pt Pn Flow Density Area Press No. Actual Actual Re .
H1 9.0 13.24 na
H2 9.0 13.24 na
H3 19.0 10.38 na
H4 19.0 4.9 7.11 na 13.07 0.05 256 7.0 HS 19.0 4.9 7.04 na 13.0 0.05 256 7.039 1 10.0 12.81 na
D1 10.0 12.81 na
D2 10.0 12.81 na
2 10.0 12.81 na
3 10.0 12.81 na
4 20.0 8.48 na
D5 20.0 7.36 na
5 20.0 7.69 na
D4 20.0 7.06 na
6 20.0 7.69 na
D3 20.0 9.95 na
7 20.0 9.95 na
8 20.0 11.24 na
10 20.0 12.82 na
11 20.0 8.92 na
12 10.0 23.23 na
13 10.0 29.04 na
14 10.0 31.03 na
TR 10.0 33.91 na
BR 2.0 43.33 na 5.0 X 2.0 44.4 na
EL -3.0 46.99 na
M1 -3.0 52.5 na
M2 -3.0 56.72 na
CM -3.0 65.24 na
100 -3.0 65.24 na
101 -3.0 65.24 na
102 -3.0 65.24 na
103 -3.0 65.24 na
104 -3.0 65.24 na
FT -19.0 72.17 na
The maximum velocity is 13.94 and it occurs in the pipe between nodes 10 and 12
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Final Calculations -Hazen-Williams
NP Mechanical
CYPRESS AT THE PRESERVE
Dia. ucu Fitting
or
Hyd.
Ref.
Point
Qa
Qt Pf/Ft Eqv. Ln.
H1 0.0 0.874 0 3.0
to 150.0 0.0
D1 0.0 0.0 0.0
0.0
0.0
H2 0.0 0.874 0 3.0
to 150.0 0.0
D2 0.0 0.0 0.0
0.0
0.0
H3 0.0 0.874 N 7.0
to 150.0 0.0
D3 0.0 0.0 0.0
0.0
0.0
H4 13.07 0.874 0 3.0
to 150.0 0.0
D4 13.07 0.0952 0.0
0.0
13.07
H5 13.00 0.874 N 7.0
to 150.0 0.0
D5 13.0 0.0944 0.0
0.0
13.00
0.0 0.874 R 1.0
to 150.0 0.0
D1 0.0 0.0 0.0
D1 0.0 0.874 2N 14.0
to 150.0 R 1.0
D2 0.0 0.0 0.0
D2 0.0 0.874 0 3.0
to 150.0 0.0
2 0.0 0.0 0.0
2 0.0 0.874 0 3.0
to 150.0 0.0
3 0.0 0.0 0.0
3 0.0 0.874 0 3.0
to 150.0 0.0
1 0.0 0.0 0.0
0.0
0.0
3 0.0 0.874 0 3.0
to 150.0 0.0
4 0.0 0.0 0.0
4 -13.68 0.874 R 1.0
to 150.0 0.0
5 -13.68 -0.1037 0.0
Pipe
Ftng's
Total
1.000
3.000
4.000
1.000
3.000
4.000
1.000
7.000
8.000
1.000
3.000
4.000
1.000
7.000
8.000
13.750
1.000
14.750
12.333
15.000
27.333
13.917
3.000
16.917
5.917
3.000
8.917
5.667
3.000
8.667
10.000
3.000
13.000
6.583
1.000
7.583
Pt
Pe
Pf
13.242
-0.433
0.0
12.809
13.242
-0.433
0.0
12.809
10.379
-0.433
0.0
9.946
7.111
-0.433
0.381
7.059
7.039
-0.433
0.755
7.361
12.809
0.0
0.0
12.809
0.0
0.0
12.809
0.0
0.0
12.809
0.0
0.0
12.809
0.0
0.0
12.809
12.809
-4.331
0.0
8.478
0.0
-0.786
Pt
Pv
Pn
Page 5
Date 5/25/17
******* Notes ******
Vel = 0
K Factor = 0
Vel = 0
K Factor= 0
Vel = 0
K Factor= 0
K Factor = 4.90
Vel = 6.99
K Factor= 4.92
K Factor = 4.90
Vel = 6.95
K Factor = 4.79
Vel = 0
Vel = 0
Vel =0
Vel = 0
Vel = 0
K Factor = 0
Vel = 0
Vel= 7.32
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
F·inal Calculations -Hazen-Williams
NP Mechanical
CYPRESS AT THE PRESERVE
Hyd.
Ref.
Point
D5
to
5
5
to
6
D4
to
6
6
to
7
D3
to
7
7
to
8
8
to
10
10
to
11
11
to
4
10
to
12
12
to
13
13
to
14
14
to
TR
Qa
Qt
0.0
-13.68
13.00
13.0
-13.68
-0.68
0.0
-0.68
13.07
13.07
-0.68
12.39
0.0
12.39
0.0
0.0
12.39
12.39
0.0
12.39
-26.07
-13.68
0.0
-13.68
0.0
-13.68
26.07
26.07
0.0
26.07
0.0
26.07
0.0
26.07
0.0
Dia.
"C"
Pf/Ft
0.874
150.0
0.0946
0.874
150.0
-0.0004
0.874
150.0
0.0952
0.874
150.0
0.0864
0.874
150.0
0.0
0.874
150.0
0.0864
0.874
150.0
0.0863
0.874
150.0
-0.1037
0.874
150.0
-0.1038
0.874
150.0
0.3420
0.874
150.0
0.3419
0.874
150.0
0.3418
0.874
150.0
0.3420
Fitting
or
Eqv. Ln.
0 3.0
0.0
0.0
N 7.0
R 1.0
0.0
0 3.0
0.0
0.0
3R 3.0
0.0
0.0
20 6.0
0.0
0.0
N 7.0
0.0
0.0
0 3.0
0.0
0.0
3R 3.0
0 3.0
0.0
R 1.0
0.0
0.0
2N 14.0
0.0
0.0
N 7.0
0.0
0.0
0 3.0
0.0
0.0
N 7.0
0.0
0.0
Pipe
Ftng's
Total
0.500
3.000
3.500
5.667
8.000
13.667
3.583
3.000
6.583
23.167
3.000
26.167
6.250
6.000
12.250
8.000
7.000
15.000
15.333
3.000
18.333
31.667
6.000
37.667
3.250
1.000
4.250
3.750
14.000
17.750
10.000
7.000
17.000
2.833
3.000
5.833
1.417
7.000
8.417
Pt
Pe
Pf
7.692
7.361
0.0
0.331
7.692
0.0
-0.006
7.686
7.059
0.0
0.627
7.686
0.0
2.260
9.946
9.946
0.0
0.0
9.946
0.0
1.296
11.242
0.0
1.583
12.825
0.0
-3.906
8.919
0.0
-0.441
8.478
12.825
4.331
6.070
23.226
0.0
5.813
29.039
0.0
1.994
31.033
0.0
2.879
Pt
Pv
Pn
Page 6
Date 5/25/1 7
******* Notes ******
K Factor = -4.93
Vel = 6.95
Vel = 0.36
K Factor= -0.25
Vel= 6.99
Vel = 6.63
K Factor = 3.93
Vel = 0
Vel = 6.63
Vel= 6.63
Vel = 7.32
Vel = 7.32
K Factor = -4.70
Vel = 13.94
Vel = 13.94
Vel = 13.94
Vel = 13.94
Computer Programs by Hydratec Inc. Route 11 1 Windham N.H. USA 03087
Final Calculations -Hazen-Williams
NP Mechanical
CYPRESS AT THE PRESERVE
Hyd.
Ref.
Point
TR
to
BR
BR
to
X
X
to
EL
EL
to
M1
M1
to
M2
M2
to
CM
CM
to
100
100
to
101
100
to
105
101
to
102
102
to
103
103
to
104
104
to
105
104
to
CM
Qa
Qt
26.07
26.07
26.07
5.00
31.07
0.0
31.07
0.0
31.07
0.0
31.07
0.0
31 .07
-14.03
17.04
0.87
17.91
0.0
17.91
-0.87
-0.87
0.0
-0.87
17.91
17.91
-31.07
-13.16
0.0
-13.16
14.03
0.87
0.0
0 .87
-14.03
-14.03
Dia. Helt
Pf/Ft
1.101
150.0
0.1111
1.101
150.0
0.1537
1.244
150.0
0.0846
1.244
150.0
0.0848
1.025
150.0
0.2180
0.995
150.0
0.2516
7.98
150.0
0.0
7.98
150.0
0.0
7.98
150.0
0.0
11.65
150.0
0.0
11.65
150.0
0.0
7.98
150.0
0.0
11 .65
150.0
0.0
7.98
150.0
0.0
Fitting
or
Eqv. Ln.
2R 2.0
s 9.563
Fsp 0.0
N 7.0
0 5.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
T 5.841
0.0
0.0
3F 40.774
T 52.855
0.0
T 52.855
0.0
0.0
2T 105.71
0.0
0.0
F 17.441
T 80.498
0.0
F 17.441
T 80.498
0.0
T 52.855
0.0
0.0
T 80.498
0.0
0.0
T 52.855
0.0
0.0
Pipe
Ftng's
Total
8.000
18.562
26.562
2.000
5.000
7.000
5.000
0.0
5.000
65.000
0.0
65.000
1.000
0.0
1.000
28.000
5.841
33.841
324.000
93.629
417.629
295.000
52.855
347.855
381.000
105.710
486.710
175.000
97.939
272.939
532.000
97.939
629.939
542.000
52.855
594.855
207.000
80.498
287.498
542.000
52.855
594.855
Pt
Pe
Pf
33.912
33.912
6.465
2.950
43.327
0.0
1.076
44.403
2.166
0.423
46.992
0.0
5.51 1
52.503
4.000
0.218
56.721
0.0
8.514
65.235
0.0
0.002
65.237
0.0
0.001
65.238
65.237
-1.299
0.0
63.938
65.238
0.0
0.0
65.238
0.0
0.0
65.238
0.0
-0.001
65.237
-1.299
0.0
63.938
65.237
0.0
-0.002
Pt
Pv
Pn
Page 7
Date 5/25/17
******* Notes ******
K Factor= 4.48
* * Fixed Loss = 3
Vel = 8.79
Oa= 5
Vel = 10.47
Vel = 8.20
Vel = 8.20
* * Fixed Loss = 4
Vel = 12.08
Vel = 12.82
Vel = 0.11
Vel = 0.11
K Factor= 2.22
Vel = 0.01
K Factor= -0.1 1
Vel = 0.05
Vel = 0.04
Vel = 0.08
Vel = 0
K Factor= 0.11
Vel = 0.09
Computer Programs by Hydratec Inc. Route 11 1 Windham N.H. USA 03087
Final Calculations -Hazen-Williams
NP Mechanical
CYPRESS AT THE PRESERVE
Hyd.
Ref.
Point
102
to
FT
Qa
Qt
0.0
-14.03
31.07
31.07
0.0
31 .07
Dia.
"C"
Pf/Ft
11 .65
150.0
0.0
Fitting
or
Eqv. Ln.
3T 241 .494
0.0
0.0
Pipe
Ftng's
Total
1439.000
241.494
1680.494
Pt
Pe
Pf
65.235
65.238
6.930
0.002
72.170
Pt
Pv
Pn
Page 8
Date 5/25/17
******* Notes ******
K Factor= -1.74
Vel = 0.09
K Factor= 3.66
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Job Name
Building
Location
System
Contract
Data File
MECHANICAL
NP Mechanical
9225 Stellar Court, Suite A
Corona, CA 92883
951 -667-4220
CYPRESS AT THE PRESERVE
PLAN 1
ALT. CALC AREA 1
1
ALT. PLAN1 CA1 16X16.WXF
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
NP Mechanical
CYPRESS AT THE PRESERVE
HYDRAULIC DESIGN INFORMATION SHEET
Name -CYPRESS AT THE PRESERVE
Location -ALT . CALC AREA 1
Buil ding -PLAN 1
Date -5/25/17
System No . -1
Contract No . -
Drawing No . -1
Contractor -NP MECHANICAL
Calculated By -MG
Construction: (X) Combustibl e
OCCUPANCY -LIGHT HAZARD
( ) Non-Combu stible Ceiling Height 9 ' -0 "
s
y
s
T
E
M
D
E
s
I
G
N
Type of Calculation : ( ) NFPA 13 Residential
Number of Sprinklers Flowing: ( )1 (X)2
( ) Other
( ) Specific Ru l ing Made by
Listed Flow at Start Point -13
Listed Pres . at Start Point -7
MAXIMUM LISTED SPACING 16 x 16
Domestic Fl ow Added -5
Gpm
Psi
)NFPA 13R (X)NFPA 13D
) 4 ( )
Date
System Type
(X) Wet ( ) Dry
( ) Deluge ( ) PreAction
Sprinkler or Nozzle
Additional Flow Added
Gpm
Gpm
Feet
Make RELIABLE Model RFC49
Elevation at Hi ghest Outlet -
Note :
Size 7/16 K-Factor 4 .9
Temperature Rating 165
Calculation
Summary
Gpm Required 26 .003
C-Factor Used:
Psi Requ i red 51 .530
Overhead 150
At BR
Underground 150
w
A
T
E
R
s
p
p
L
y
Water Flow Test:
Date of Test
Time of Test
Static (Psi) -
Residual (Psi) -
Flow (Gpm) -
Elevation -
Location :
Pump
Rated
@ Psi
94 Elev .
66 Other
3750
114
Data:
Cap.
Tank or Reservoir:
Cap .
Elev .
Well
Proof Flow Gpm
Source of Information:
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Page
Date
1
5/25/17
Water Supply Curve C
NP Mechanical
CYPRESS AT THE PRESERVE
City Water Supply:
C1 -Static Pressure : 84.6
C2 -Residual Pressure: 59.4
C2 -Residual Flow 3750
150
140
130
P 120
R 110
E 100
S 90
S 80
U 70 D3
R 60
E 50
40
30
20
I 10
-.:;T _n.,
LTT
400 800 1200 1600
Page 2
Date 5/25/17
Demand:
2000 2400 2800 3200
FLOW ( N " 1 .85 )
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
01 -Elevation
02 -System Flow
02 -System Pressure
Hose ( Demand )
03 -System Demand
Safety Margin
3600
: 12.127
: 26.003
: 80.314
:5
: 31 .003
: 4.282
C2
..
Fittings Used Summary
NP Mechanical
CYPRESS AT THE PRESERVE
Fitting Legend
Abbrev. Name
F NFPA 13 45' Elbow
Fsp Flow Switch Potter VSR
N * CPVC 90'EII Harvel-Spears
O* CPVC Tee -Branch
R* CPVC Coupling Tee -Run
s NFPA 13 Swing Check
T NFPA 13 90' Flow thru Tee
Units Summary
Diameter Units
Length Units
Flow Units
Pressure Units
½ ¾ 1 1¼ 1½ 2
1 1 1 1 2 2
Fitting generates a Fixed Loss Based on Flow
7
3 3
1 1
0 0
3 4
Inches
Feet
7 8
5 6
1 1
5 7
5 6
US Gallons per Minute
Pounds per Square Inch
9 11
8 10
1 1
9 11
8 10
2½ 3 3½
3 3 3
12 13 0
12 15 0
2 2 0
14 16 19
12 15 17
Note: Fitting Legend provides equivalent pipe lengths for fittings types of various diameters.
Equivalent lengths shown are standard for actual diameters of Sched 40 pipe and CFactors
of 120 except as noted with*. The fittings marked with a* show equivalent lengths values
supplied by manufacturers based on specific pipe diameters and CFactors and they require no
adjustment. All values for fittings not marked with a* will be adjusted in the calculation
for CF actors of other than 120 and diameters other than Sched 40 per NFPA.
4 5 6 8
4 5 7 9
0 0 0 0
0 0 0 0
0 0 0 0
22 27 32 45
20 25 30 35
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Page 3
Date 5/25/17
10 12 14 16 18 20 24
11 13 17 19 21 24 28
0 0 0 0 0 0 0
0 0 0 0 0 0 0
0 0 0 0 0 0 0
55 65
50 60 71 81 91 101 121
,.,
Pressure I Flow Summary -STANDARD
NP Mechanical Page 4
CYPRESS AT THE PRESERVE Date 5/25/17
Node Elevation K-Fact Pt Pn Flow Density Area Press No. Actual Actual Re.
H1 9.0 4.9 7.04 na 13.0 0.05 256 7.0 H2 9.0 4.9 7.04 na 13.0 0.05 256 7.039 H3 19.0 17.21 na H4 19.0 12.33 na
HS 19.0 10.72 na 1 10.0 8.45 na
D1 10.0 6.99 na D2 10.0 6.98 na
2 10.0 8.5 na 3 10.0 9.31 na 4 20.0 9.4 na
D5 20.0 10.29 na
5 20.0 10.29 na
D4 20.0 11 .89 na
6 20.0 11 .89 na
7 20.0 14.96 na 8 20.0 13.85 na
10 20.0 12.5 na
11 20.0 9.71 na D3 20.0 16.78 na
A 20.0 16.78 na B 20.0 20.52 na
C 10.0 30.64 na
D 10.0 33.5 na
E 10.0 36.11 na F 10.0 37.62 na
TRA 10.0 42.13 na
BR 2.0 51.53 na 5.0 X 2.0 52.6 na
EL -3.0 55.19 na
M1 -3.0 60.68 na
M2 -3.0 64.9 na
CM -3.0 73.38 na
100 -3.0 73.38 na
101 -3.0 73.38 na 102 -3.0 73.38 na
103 -3.0 73.38 na
104 -3.0 73.38 na
FT -19.0 80.31 na
The maximum velocity is 13.9 and it occurs in the pipe between nodes 3 and 4
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Final Calculations -Hazen-Williams
NP Mechanical
CYPRESS AT THE PRESERVE
Hyd.
Ref.
Point
H1
to
D1
H2
to
D2
H3
to
D3
H4
to
D4
H5
to
D5
to
D1
D1
to
D2
D2
to
2
2
to
3
3
to
1
3
to
4
4
to
5
Qa
Qt
13.00
13.0
0.0
13.00
13.00
13.0
0.0
13.00
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
-13.34
-13.34
13.00
-0.34
13.00
12.66
0.0
12.66
-26.00
-13.34
0.0
-13.34
26.00
26.0
-11 .38
14.62
Dia.
"C"
Pf/Ft
0.874
150.0
0.0945
0.874
150.0
0.0945
0.874
150.0
0.0
0.874
150.0
0.0
0.874
150.0
0.0
0.874
150.0
-0.0991
0.874
150.0
-0.0001
0.874
150.0
0.0899
0.874
150.0
0.0899
0.874
150.0
-0.0990
0.874
150.0
0.3405
0.874
150.0
0.11 72
Fitting
or
Eqv. Ln.
0 3.0
0.0
0.0
0 3.0
0.0
0.0
N 7.0
0.0
0.0
0 3.0
0.0
0.0
N 7.0
0.0
0.0
R 1.0
0.0
0.0
2N 14.0
R 1.0
0.0
0 3.0
0.0
0.0
0 3.0
0.0
0.0
0 3.0
0.0
0.0
0 3.0
0.0
0.0
R 1.0
0.0
0.0
Pipe
Ftng's
Total
1.000
3.000
4.000
1.000
3.000
4.000
1.000
7.000
8.000
1.000
3.000
4.000
1.000
7.000
8.000
13.750
1.000
14.750
12.333
15.000
27.333
13.917
3.000
16.917
5.91 7
3.000
8.91 7
5.667
3.000
8.667
10.000
3.000
13.000
6.583
1.000
7.583
Pt
Pe
Pf
7.042
-0.433
0.378
6.987
7.039
-0.433
0.378
6.984
17.209
-0.433
0.0
16.776
12.325
-0.433
0.0
11 .892
10.723
-0.433
0.0
10.290
8.448
0.0
-1.461
6.987
0.0
-0.003
6.984
0.0
1.520
8.504
0.0
0.802
9.306
0.0
-0.858
8.448
9.306
-4.331
4.426
9.401
0.0
0.889
Pt
Pv
Pn
Page 5
Date 5/25/17
******* Notes ******
K Factor= 4.90
Vel = 6.95
K Factor= 4.92
K Factor = 4.90
Vel = 6.95
K Factor = 4.92
Vel = 0
K Factor= 0
Vel =0
K Factor= 0
Vel = 0
K Factor = 0
Vel = 7.13
Vel = 0.18
Vel = 6.77
Vel = 6.77
Vel = 7.13
K Factor = -4.59
Vel = 13.90
Vel = 7.82
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
P'inal Calculations -Hazen-Williams
NP Mechanical
CYPRESS AT THE PRESERVE
Dia.
"C"
Fitting
or
Hyd.
Ref.
Point
Qa
Qt Pf/Ft Eqv. Ln.
0.0
14.62
D5 0.0 0.874 0 3.0
to 150.0 0.0
5 0.0 0.0 0.0
5 14.62 0.874 N 7.0
to 150.0 R 1.0
6 14.62 0.11 72 0.0
0.0
14.62
D4 0.0 0.874 0 3.0
to 150.0 0.0
6 0.0 0.0 0.0
6 14.62 0.874 3R 3.0
to 150.0 0.0
7 14.62 0.1173 0.0
7 -26.01 0.874 N 7.0
to 150.0 0.0
8 -11.39 -0.0739 0.0
8 0.0 0.874 0 3.0
to 150.0 0.0
10 -11 .39 -0.0739 0.0
10 0.0 0.874 3R 3.0
to 150.0 0 3.0
11 -11 .39 -0.0739 0.0
11 0.0 0.874 R 1.0
to 150.0 0.0
4 -11 .39 -0.0739 0.0
0.0
-11 .39
7 26.00 0.874 R 1.0
to 150.0 0.0
A 26.0 0.3403 0.0
0.0
26.00
D3 0.0 0.874 0 3.0
to 150.0 0.0
A 0.0 0.0 0.0
A 26.00 0.874 N 7.0
to 150.0 0.0
B 26.0 0.3404 0.0
B 0.0 0.874 N 7.0
to 150.0 0.0
C 26.0 0.3405 0.0
C 0.0 0.874 0 3.0
to 150.0 0.0
D 26.0 0.3404 0.0
D 0.0 0.874 0 3.0
to 150.0 0.0
E 26.0 0.3404 0.0
Pipe
Ftng's
Total
0.500
3.000
3.500
5.667
8.000
13.667
3.583
3.000
6.583
23.167
3.000
26.167
8.000
7.000
15.000
15.333
3.000
18.333
31.667
6.000
37.667
3.250
1.000
4.250
4.333
1.000
5.333
2.000
3.000
5.000
4.000
7.000
11.000
10.000
7.000
17.000
5.417
3.000
8.417
4.667
3.000
7.667
Computer Programs by Hydratec Inc. Route 111
Pt
Pe
Pf
10.290
10.290
0.0
0.0
10.290
0.0
1.602
11.892
11.892
0.0
0.0
11 .892
0.0
3.069
14.961
0.0
-1.109
13.852
0.0
-1.354
12.498
0.0
-2.783
9.715
0.0
-0.314
9.401
14.961
0.0
1.815
16.776
16.776
0.0
0.0
16.776
0.0
3.744
20.520
4.331
5.788
30.639
0.0
2.865
33.504
0.0
2.610
Pt
Pv
Pn
Page 6
Date 5/25/17
******* Notes ******
K Factor= 4.56
Vel = 0
Vel = 7.82
K Factor = 4.24
Vel = 0
Vel = 7.82
Vel = 6.09
Vel = 6.09
Vel = 6.09
Vel = 6.09
K Factor = -3.71
Vel = 13.90
K Factor = 6.35
Vel = 0
Vel = 13.90
Vel = 13.90
Vel = 13.90
Vel = 13.90
Windham N.H. USA 03087
Final Calculations -Hazen-Williams
NP Mechanical
CYPRESS AT THE PRESERVE
Hyd.
Ref.
Point
E
to
F
F
to
TRA
TRA
to
BR
BR
to
X
X
to
EL
EL
to
M1
M1
to
M2
M2
to
CM
CM
to
100
100
to
101
100
to
105
101
to
102
102
to
103
103
to
104
Qa
Qt
0.0
26.0
0.0
26.0
0.0
26.00
26.00
26.0
5.00
31.0
0.0
31.0
0.0
31.0
0.0
31.0
0.0
31.0
-14.00
17.0
0.87
17.87
0.0
17.87
-0.87
-0.87
0.0
-0.87
17.87
17.87
-31 .00
-13.13
0.0
-13.13
Dia.
"C"
Pf/Ft
0.874
150.0
0.3403
0.874
150.0
0.3405
1.101
150.0
0.1106
1.101
150.0
0.1531
1.244
150.0
0.0842
1.244
150.0
0.0845
1.025
150.0
0.2170
0.995
150.0
0.2506
7.98
150.0
0.0
7.98
150.0
0.0
7.98
150.0
0.0
11 .65
150.0
0.0
11.65
150.0
0.0
7.98
150.0
0.0
Fitting
or
Eqv. Ln.
0 3.0
0.0
0.0
N 7.0
0 3.0
0.0
2R 2.0
s 9.563
Fsp 0.0
N 7.0
0 5.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
T 5.841
0.0
0.0
3F 40.774
T 52.855
0.0
T 52.855
0.0
0.0
2T 105.71
0.0
0.0
F 17.441
T 80.498
0.0
F 17.441
T 80.498
0.0
T 52.855
0 .0
0 .0
Pipe
Ftng's
Total
1.417
3.000
4.417
3.250
10.000
13.250
8.000
18.562
26.562
2.000
5.000
7.000
5.000
0.0
5.000
65.000
0.0
65.000
1.000
0.0
1.000
28.000
5.841
33.841
324.000
93.629
417.629
295.000
52.855
347.855
381.000
105.710
486.710
175.000
97.939
272.939
532.000
97.939
629.939
542.000
52.855
594.855
Pt
Pe
Pf
36.114
0.0
1.503
37.617
0.0
4.511
42.128
42.128
6.465
2.937
51 .530
0.0
1.072
52.602
2.166
0.421
55.189
0.0
5.491
60.680
4.000
0.217
64.897
0.0
8.482
73.379
0.0
0.001
73.380
0.0
0.002
73.382
73.380
-1.299
0.0
72.081
73.382
0.0
0.0
73.382
0.0
0.0
73.382
0.0
-0.002
Pt
Pv
Pn
Page 7
Date 5/25/17
******* Notes ******
Vel = 13.90
Vel = 13.90
K Factor= 4.01
* * Fixed Loss = 3
Vel = 8.76
Oa= 5
Vel = 10.45
Vel = 8.18
Vel = 8.18
* * Fixed Loss = 4
Vel = 12.05
Vel = 12.79
Vel = 0.11
Vel = 0.11
K Factor= 2.09
Vel = 0 .01
K Factor= -0.10
Vel = 0.05
Vel = 0.04
Vel = 0.08
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Pinal Calculations -Hazen-Williams
NP Mechanical
CYPRESS AT THE PRESERVE
Hyd.
Ref.
Point
104
to
105
104
to
CM
102
to
FT
Qa
Qt
14.00
0.87
0.0
0.87
-14.00
-14.0
0.0
-14.00
31.00
31.0
0.0
31 .00
Dia.
"C"
Pf/Ft
11 .65
150.0
0.0
7.98
150.0
0.0
11 .65
150.0
0.0
Fitting
or
Eqv. Ln.
T 80.498
0.0
0.0
T 52.855
0.0
0.0
3T 241.494
0.0
0.0
Pipe
Ftng's
Total
207.000
80.498
287.498
542.000
52.855
594.855
1439.000
241.494
1680.494
Pt
Pe
Pf
73.380
-1.299
0.0
72.081
73.380
0.0
-0.001
73.379
73.382
6.930
0.002
80.314
Pt
Pv
Pn
Page 8
Date 5/25/17
Notes ******
Vel = 0
K Factor = 0.10
Vel = 0.09
K Factor = -1.63
Vel = 0.09
K Factor= 3.46
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Job Name
Building
Location
System
Contract
Data File
MECHANICAL
NP Mechanical
9225 Stellar Court, Suite A
Corona, CA 92883
951 -667-4220
CYPRESS AT THE PRESERVE
PLAN 1
ALT. CALC AREA 2
1
ALT. PLAN1 CA2 20X20.WXF
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
NP Mechanical
CYPRESS AT THE PRESERVE
HYDRAULIC DESIGN INFORMATION SHEET
Name -CYPRESS AT THE PRESERVE
Location -ALT. CALC AREA 2
Building -PLAN 1
Date -5/25/17
System No . -1
Contract No . -
Drawing No. -1
Contractor -NP MECHANICAL
Calculated By -MG
Construction: (X) Combustible
OCCUPANCY -LIGHT HAZARD
( ) Non-Combustible Ceiling Height 9 '-0 "
s
y
s
T
E
M
D
E
s
I
G
N
Type of Calculation : ( )NFPA 1 3 Residential
Number o f Sprinklers Flowing : (X)l ( )2
( ) Other
)NFPA 13R (X)NFPA 13D
) 4 ( )
( )Speci fic Ruli ng Made by Date
Listed Flow at Start Point -20 Gpm
Listed Pres . a t Start Point -16 .7 Psi
MAXIMUM LISTED SPACING 20 x 20
Domestic Flow Added -5
Additional Flow Added
Elevation at Highest Outlet -
Note:
Gpm
Gpm
Feet
(X ) Wet
( ) Deluge
Sprinkler
Make RELIABLE
Size 7/16
Sys tem Type
( ) Dry
( ) PreAction
or Nozzle
Model RFC49
K-Factor 4.9
Temperature Rating 165
Calculation
Summary
Gpm Required 20 .024
C-Factor Used:
Psi Required 44.567
Overhead 150
At BR
Underground 150
w
A
T
E
R
s
p
p
L
y
Water Flow Test :
Date of Test
Time of Test
Static (Psi) -
Residual (Psi ) -
Flow (Gpm) -
Elevati on -
Location :
Pump
Rated
@ Psi
94 El ev.
66 Other
3750
114
Data:
Cap .
Tank or Reservoir :
Cap.
Elev.
Well
Proof Flow Gpm
Source of I nformati on:
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Page
Date
1
5/25/17
Water Supply Curve C
NP Mechanical
CYPRESS AT THE PRESERVE
City Water Supply:
C1 -Static Pressure : 84.6
C2 -Residual Pressure: 59.4
C2 -Residual Flow 3750
150
140
130
p 120
R 110
E 100
S 90 -.:-T
s 80
U 70 (
D2
R 6003
E 50
40
30
20 ( D1
10
400 800 1200 1600
Page 2
Date 5/25/17
Demand:
2000 2400 2800 3200
FLOW ( N " 1 .85 )
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
D1 -Elevation
D2 -System Flow
D2 -System Pressure
Hose ( Demand )
D3 -System Demand
Safety Margin
3600
: 16.458
: 20.024
: 68.21 7
:5
: 25.024
: 16.381
C2
-..
Fittings Used Summary
NP Mechanical
CYPRESS AT THE PRESERVE
Fitting Legend
Abbrev. Name
F NFPA 13 45' Elbow
Fsp Flow Switch Potter VSR
N• CPVC 90'EII Harvel-Spears o· CPVC Tee -Branch
R • CPVC Coupling Tee -Run
s NFPA 13 Swing Check
T NFPA 13 90' Flowthru Tee
Units Summary
Diameter Units
Length Units
Flow Units
Pressure Units
½ ¾ 1 1¼ 1½ 2
1 1 1 1 2 2
Fitting generates a Fixed Loss Based on Flow
3
1
0
3
Inches
Feet
7
3
1
0
4
7 8
5 6
1 1
5 7
5 6
US Gallons per Minute
Pounds per Square Inch
9 11
8 10
1 1
9 11
8 10
2½ 3
3 3
12 13
12 15
2 2
14 16
12 15
Note: Fitting Legend provides equivalent pipe lengths for fittings types of various diameters.
Equivalent lengths shown are standard for actual diameters of Sched 40 pipe and CFactors
3½
3
0
0
0
19
17
of 120 except as noted with *. The fittings marked with a * show equivalent lengths values
supplied by manufacturers based on specific pipe diameters and CFactors and they require no
adjustment. All values for fittings not marked with a * will be adjusted in the calculation
for CFactors of other than 120 and diameters other than Sched 40 per NFPA.
4 5 6 8
4 5 7 9
0 0 0 0
0 0 0 0
0 0 0 0
22 27 32 45
20 25 30 35
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Page 3
Date 5/25/17
10 12 14 16 18 20 24
11 13 17 19 21 24 28
0 0 0 0 0 0 0
0 0 0 0 0 0 0
0 0 0 0 0 0 0
55 65
50 60 71 81 91 101 121
..
Pressure I Flow Summary -STANDARD
NP Mechanical Page 4
CYPRESS AT THE PRESERVE Date 5/25/17
Node Elevation K-Fact Pt Pn Flow Density Area Press
No. Actual Actual Reg.
H1 9.0 23.76 na
H2 9.0 23.76 na
H3 19.0 4.9 16.7 na 20.02 0.05 400 16.7
H4 19.0 19.43 na
HS 19.0 19.43 na
1 10.0 23.33 na
01 10.0 23.33 na
02 10.0 23.33 na
2 10.0 23.33 na
3 10.0 23.33 na
4 20.0 19.0 na
05 20.0 19.0 na
5 20.0 19.0 na
04 20.0 19.0 na
6 20.0 19.0 na
7 20.0 19.0 na
8 20.0 19.0 na
10 20.0 19.0 na
11 20.0 19.0 na
03 20.0 17.95 na
A 20.0 19.0 na
B 20.0 21.31 na
C 10.0 29.21 na
D 10.0 30.97 na
E 10.0 32.58 na
F 10.0 33.51 na
TRA 10.0 36.29 na
BR 2.0 44.57 na 5.0
X 2.0 45.29 na
EL -3.0 47.74 na
M1 -3.0 51.43 na
M2 -3.0 55.58 na
CM -3.0 61.28 na
100 -3.0 61 .28 na
101 -3.0 61.29 na
102 -3.0 61.29 na
103 -3.0 61 .29 na
104 -3.0 61.28 na
FT -19.0 68.22 na
The maximum velocity is 10.71 and it occurs in the pipe between nodes H3 and D3
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Final Calculations -Hazen-Williams
NP Mechanical
CYPRESS AT THE PRESERVE
Hyd.
Ref.
Point
H1
to
D1
H2
to
D2
H3
to
D3
H4
to
D4
H5
to
D5
to
D1
D1
to
D2
D2
to
2
2
to
3
3
to
1
3
to
4
4
to
5
Qa
Qt
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
20.02
20.02
0.0
20.02
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
Dia.
"C"
Pf/Ft
0.874
150.0
0.0
0.874
150.0
0.0
0.874
150.0
0.2099
0.874
150.0
0.0
0.874
150.0
0.0
0.874
150.0
0.0
0.874
150.0
0.0
0.874
150.0
0.0
0.874
150.0
0.0
0.874
150.0
0.0
0.874
150.0
0.0
0.874
150.0
0.0
Fitting
or
Eqv. Ln.
0 3.0
0.0
0.0
0 3.0
0.0
0.0
N 7.0
0.0
0.0
0 3.0
0.0
0.0
N 7.0
0.0
0.0
R 1.0
0.0
0.0
2N 14.0
R 1.0
0.0
0 3.0
0.0
0.0
0 3.0
0.0
0.0
0 3.0
0.0
0.0
0 3.0
0.0
0.0
R 1.0
0.0
0.0
Pipe
Ftng's
Total
1.000
3.000
4.000
1.000
3.000
4.000
1.000
7.000
8.000
1.000
3.000
4.000
1.000
7.000
8.000
13.750
1.000
14.750
12.333
15.000
27.333
13.917
3.000
16.917
5.917
3.000
8.917
5.667
3.000
8.667
10.000
3.000
13.000
6.583
1.000
7.583
Pt
Pe
Pf
23.760
-0.433
0.0
23.327
23.760
-0.433
0.0
23.327
16.700
-0.433
1.679
17.946
19.429
-0.433
0.0
18.996
19.429
-0.433
0.0
18.996
23.327
0.0
0.0
23.327
0.0
0.0
23.327
0.0
0.0
23.327
0.0
0.0
23.327
0.0
0.0
23.327
23.327
-4.331
0.0
18.996
0.0
0.0
Pt
Pv
Pn
Page 5
Date 5/25/17
******* Notes ******
Vel = 0
K Factor = 0
Vel = 0
K Factor = 0
K Factor= 4.90
Vel = 10.71
K Factor = 4.73
Vel = 0
K Factor = 0
Vel = 0
K Factor= 0
Vel = 0
Vel = 0
Vel = 0
Vel = 0
Vel = 0
K Factor= 0
Vel = 0
Vel = 0
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Final Calculations -Hazen-Williams
NP Mechanical
CYPRESS AT THE PRESERVE
Dia.
"C"
Fitting
or
Hyd.
Ref.
Point
Qa
Qt Pf/Ft Eqv. Ln.
0.0
0.0
05 0.0 0.874 0 3.0
to 150.0 0.0
5 0.0 0.0 0.0
5 0.0 0.874 N 7.0
to 150.0 R 1.0
6 0.0 0.0 0.0
0.0
0.0
04 0.0 0.874 0 3.0
to 150.0 0.0
6 0.0 0.0 0.0
6 0.0 0.874 3R 3.0
to 150.0 0.0
7 0.0 0.0 0.0
7 0.0 0.874 N 7.0
to 150.0 0.0
8 0.0 0.0 0.0
8 0.0 0.874 0 3.0
to 150.0 0.0
10 0.0 0.0 0.0
10 0.0 0.874 3R 3.0
to 150.0 0 3.0
11 0.0 0.0 0.0
11 0.0 0.874 R 1.0
to 150.0 0.0
4 0.0 0.0 0.0
0.0
0.0
7 0.0 0.874 R 1.0
to 150.0 0.0
A 0.0 0.0 0.0
0.0
0.0
03 20.02 0.874 0 3.0
to 150.0 0.0
A 20.02 0.2100 0.0
A 0.0 0.874 N 7.0
to 150.0 0.0
B 20.02 0.2099 0.0
B 0.0 0.874 N 7.0
to 150.0 0.0
C 20.02 0.2099 0.0
C 0.0 0.874 0 3.0
to 150.0 0.0
D 20.02 0.2099 0.0
D 0.0 0.874 0 3.0
to 150.0 0.0
E 20.02 0.2100 0.0
Pipe
Ftng's
Total
0.500
3.000
3.500
5.667
8.000
13.667
3.583
3.000
6.583
23.167
3.000
26.167
8.000
7.000
15.000
15.333
3.000
18.333
31 .667
6.000
37.667
3.250
1.000
4.250
4.333
1.000
5.333
2.000
3.000
5.000
4.000
7.000
11 .000
10.000
7.000
17.000
5.417
3.000
8.417
4.667
3.000
7.667
Computer Programs by Hydratec Inc. Route 111
Pt
Pe
Pf
18.996
18.996
0.0
0.0
18.996
0.0
0.0
18.996
18.996
0.0
0.0
18.996
0.0
0.0
18.996
0.0
0.0
18.996
0.0
0.0
18.996
0.0
0.0
18.996
0.0
0.0
18.996
18.996
0.0
0.0
18.996
17.946
0.0
1.050
18.996
0.0
2.309
21.305
4.331
3.569
29.205
0.0
1.767
30.972
0.0
1.610
Pt
Pv
Pn
Page 6
Date 5/25/17
******* Notes
K Factor = 0
Vel = 0
Vel = 0
K Factor = 0
Vel = 0
Vel = 0
Vel = 0
Vel = 0
Vel = 0
Vel = 0
K Factor = 0
Vel =0
K Factor = 0
Vel = 10.71
Vel = 10.71
Vel = 10.71
Vel = 10.71
Vel = 10.71
Windham N.H. USA 03087
Final Calculations -Hazen-Williams
NP Mechanical
CYPRESS AT THE PRESERVE
Hyd.
Ref.
Point
E
to
F
F
to
TRA
TRA
to
BR
BR
to
X
X
to
EL
EL
to
M1
M1
to
M2
M2
to
CM
CM
to
100
100
to
101
100
to
105
101
to
102
102
to
103
103
to
104
Qa
Qt
0.0
20.02
0.0
20.02
0.0
20.02
20.02
20.02
5.00
25.02
0.0
25.02
0.0
25.02
0.0
25.02
0.0
25.02
-11.30
13.72
0.70
14.42
0.0
14.42
-0.70
-0.7
0.0
-0.70
14.42
14.42
-25.02
-10.6
0.0
-10.6
Dia.
"C"
Pf/Ft
0.874
150.0
0.2099
0.874
150.0
0.2100
1.101
150.0
0.0682
1.101
150.0
0.1030
1.244
150.0
0.0568
1.244
150.0
0.0568
1.025
150.0
0.1460
0.995
150.0
0.1686
7.98
150.0
0.0
7.98
150.0
0.0
7.98
150.0
0.0
11.65
150.0
0.0
11.65
150.0
0.0
7.98
150.0
0.0
Fitting
or
Eqv. Ln.
0 3.0
0.0
0.0
N 7.0
0 3.0
0.0
2R 2.0
s 9.563
Fsp 0.0
N 7.0
0 5.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
T 5.841
0.0
0.0
3F 40.774
T 52.855
0.0
T 52.855
0.0
0.0
2T 105.71
0.0
0.0
F 17.441
T 80.498
0.0
F 17.441
T 80.498
0.0
T 52.855
0.0
0.0
Pipe
Ftng's
Total
1.417
3.000
4.417
3.250
10.000
13.250
8.000
18.562
26.562
2.000
5.000
7.000
5.000
0.0
5.000
65.000
0.0
65.000
1.000
0.0
1.000
28.000
5.841
33.841
324.000
93.629
417.629
295.000
52.855
347.855
381.000
105.710
486.710
175.000
97.939
272.939
532.000
97.939
629.939
542.000
52.855
594.855
Pt
Pe
Pf
32.582
0.0
0.927
33.509
0.0
2.782
36.291
36.291
6.465
1.811
44.567
0.0
0.721
45.288
2.166
0.284
47.738
0.0
3.693
51.431
4.000
0.146
55.577
0.0
5.707
61 .284
0.0
0.001
61 .285
0.0
0.001
61.286
61.285
-1.299
0.0
59.986
61.286
0.0
0.0
61 .286
0.0
0.0
61 .286
0.0
-0.001
Pt
Pv
Pn
Page 7
Date 5/25/17
Notes
Vel = 10.71
Vel = 10.71
K Factor= 3.32
• • Fixed Loss = 3
Vel = 6.75
Oa= 5
Vel = 8.43
Vel = 6.60
Vel = 6.60
• • Fixed Loss = 4
Vel = 9.73
Vel = 10.32
Vel = 0.09
Vel = 0.09
K Factor= 1.84
Vel = 0
K Factor= -0.09
Vel = 0.04
Vel = 0.03
Vel = 0.07
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
...
Final Calculations -Hazen-Williams
NP Mechanical
CYPRESS AT THE PRESERVE
Hyd.
Ref.
Point
104
to
105
104
to
CM
102
to
FT
Qa
Qt
11 .30
0.7
0.0
0.70
-1 1.30
-11.3
0.0
-11.30
25.02
25.02
0.0
25.02
Dia.
"C"
Pf/Ft
11.65
150.0
0.0
7.98
150.0
0.0
11 .65
150.0
0.0
Fitting
or
Eqv. Ln.
T 80.498
0.0
0.0
T 52.855
0.0
0.0
3T 241.494
0.0
0.0
Pipe
Ftng's
Total
207.000
80.498
287.498
542.000
52.855
594.855
1439.000
241.494
1680.494
Pt
Pe
Pf
61.285
-1.299
0.0
59.986
61.285
0.0
-0.001
61.284
61.286
6.930
0.001
68.217
Pt
Pv
Pn
Page 8
Date 5/25/17
******* Notes ******
Vel = 0
K Factor = 0.09
Vel = 0.07
K Factor = -1.44
Vel= 0.08
K Factor= 3.03
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Job Name
Building
Location
System
Contract
Data File
MECHANICAL
NP Mechanical
9225 Stellar Court, Suite A
Corona, CA 92883
951-667 -4220
CYPRESS AT THE PRESERVE
PLAN 1
ALT. CALC AREA 3
1
ALT. PLAN1 CA3 16X16.WXF
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
NP Mechanical
CYPRESS AT THE PRESERVE
HYDRAULIC DESIGN INFORMATION SHEET
Name -CYPRESS AT THE PRESERVE
Location -ALT . CALC AREA 3
Building -PLAN 1
Contractor -NP MECHANICAL
Calculated By -MG
Construction: (X) Combustible
OCCUPANCY -LIGHT HAZARD
Date -5/25/17
System No . -1
Contract No . -
Drawing No . -1
( ) Non-Combustible Ceiling Height 9 '-0"
s
y
s
T
E
M
Type of Calculation : ( )NFPA 13 Residential
Number of Sprinklers Flowing : ( )1 (X)2
( ) Other
)NFPA 13R (X)NFPA 13D
) 4 ( )
( ) Specific Ruling Made by Date
D
E
s
I
G
N
Listed Flow at Start Point
Listed Pres . at Start Point
MAXIMUM LISTED SPACING 16
Domestic Flow Added
Additional Flow Added
Elevation at Highest Outlet
Note :
Calculation
Summary
Gpm Required 26 .176
C-Factor Used :
w Water Flow Test:
A Date of Test
T Time of Test
E Static (Psi) -94
R Residual (Psi) -66
Flow (Gpm) -3750
s Elevation -114
p Location:
p
L Source of Information:
y
-13 Gpm System Type
-7 Psi (X) Wet ( ) Dry
X 16 ( ) Deluge ( ) PreActi on
-5 Gpm Sprinkler or Nozzle
Gpm Make RELIABLE Model RFC49
-Feet Size 7/16 K-Factor 4.9
Temperature Rating 165
Psi Required 48 .738
Overhead 150
At BR
Underground 150
Pump
Rated
@ Psi
Elev .
Other
Data :
Cap .
Tank or Reservoir :
Cap .
Elev.
Well
Proof Flow Gpm
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Page
Date
1
5/25/17
Water Supply Curve C
NP Mechanical
CYPRESS AT THE PRESERVE
City Water Supply:
C1 -Static Pressure : 84.6
C2 -Residual Pressure: 59.4
C2 -Residual Flow 3750
150
140
130
p 120
R 110
E 100
S 90 7:,T
s 80 oz
U 7o D31
i
R 60
E 50
40
30
20 ( 01
10
400 800 1200 1600
Page 2
Date 5/25/17
Demand:
2000 2400 2800 3200
FLOW ( N " 1.85 )
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
D1 -Elevation
02 -System Flow
02 -System Pressure
Hose ( Demand )
03 -System Demand
Safety Margin
3600
: 16.458
: 26.176
: 77.684
:5
:31.176
: 6.912
C2
Fittings Used Summary
NP Mechanical
CYPRESSATTHE PRESERVE
Fitting Legend
Abbrev. Name
F NFPA 13 45' Elbow
Fsp Flow Switch Potter VSR
N* CPVC 90'EII Harvel-Spears o· CPVC Tee -Branch
R* CPVC Coupling Tee -Run s NFPA 13 Swing Check
T NFPA 13 90' Flow thru Tee
Units Summary
Diameter Units
Length Units
Flow Units
Pressure Units
½ ¾ 1 1¼ 1½ 2
1 1 1 1 2 2
Fitting generates a Fixed Loss Based on Flow
3
1
0
3
Inches
Feet
7
3
1
0
4
7 8
5 6
1 1
5 7
5 6
US Gallons per Minute
Pounds per Square Inch
9 11
8 10
1 1
9 11
8 10
2½ 3
3 3
12 13
12 15
2 2
14 16
12 15
Note: Fitting Legend provides equivalent pipe lengths for fittings types of various diameters.
Equivalent lengths shown are standard for actual diameters of Sched 40 pipe and CFactors
3½
3
0
0
0
19
17
of 120 except as noted with •. The fittings marked with a • show equivalent lengths values
supplied by manufacturers based on specific pipe diameters and CFactors and they require no
adjustment. All values for fittings not marked with a• will be adjusted in the calculation
for CF actors of other than 120 and diameters other than Sched 40 per NFPA.
4 5 6 8
4 5 7 9
0 0 0 0
0 0 0 0
0 0 0 0
22 27 32 45
20 25 30 35
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Page 3
Date 5/25/17
10 12 14 16 18 20 24
11 13 17 19 21 24 28
0 0 0 0 0 0 0
0 0 0 0 0 0 0
0 0 0 0 0 0 0
55 65
50 60 71 81 91 101 121
,
Pressure / Flow Summary -STANDARD
NP Mechanical Page 4
CYPRESS AT THE PRESERVE Date 5/25/17
Node Elevation K-Fact Pt Pn Flow Density Area Press
No. Actual Actual Reg.
H1 9.0 12.84 na
H2 9.0 12.84 na
H3 19.0 14.12 na
H4 19.0 4.9 7.23 na 13.18 0.05 256 7.0
HS 19.0 4.9 7.04 na 13.0 0.05 256 7.039
1 10.0 12.4 na
01 10.0 12.4 na
02 10.0 12.4 na
2 10.0 12.4 na
3 10.0 12.4 na
4 20.0 8.07 na
D5 20.0 7.36 na
5 20.0 7.69 na
04 20.0 7.18 na
6 20.0 7.82 na
7 20.0 11 .85 na
8 20.0 11.1 na
10 20.0 10.18 na
11 20.0 8.29 na
03 20.0 13.69 na
A 20.0 13.69 na
B 20.0 17.48 na
C 10.0 27.67 na
0 10.0 30.57 na
E 10.0 33.21 na
F 10.0 34.73 na
TRA 10.0 39.3 na
BR 2.0 48.74 na 5.0
X 2.0 49.82 na
EL -3.0 52.41 na
M1 -3.0 57.96 na
M2 -3.0 62.18 na
CM -3.0 70.75 na
100 -3.0 70.75 na
101 -3.0 70.75 na
102 ·3.0 70.75 na
103 -3.0 70.75 na
104 -3.0 70.75 na
FT -19.0 77.68 na
The maximum velocity is 14 and it occurs in the pipe between nodes 7 and A
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Final Calculations -Hazen-Williams
NP Mechanical
CYPRESS AT THE PRESERVE
Hyd.
Ref.
Point
H1
to
D1
H2
to
D2
H3
to
D3
H4
to
D4
H5
to
D5
to
D1
D1
to
D2
D2
to
2
2
to
3
3
to
1
3
to
4
4
to
5
Oa
Ot
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
13.18
13.18
0.0
13.18
13.00
13.0
0.0
13.00
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
-9.24
-9.24
Dia.
"C"
Pf/Ft
0.874
150.0
0.0
0.874
150.0
0.0
0.874
150.0
0.0
0.874
150.0
0.0968
0.874
150.0
0.0944
0.874
150.0
0.0
0.874
150.0
0.0
0.874
150.0
0.0
0.874
150.0
0.0
0.874
150.0
0.0
0.874
150.0
0.0
0.874
150.0
-0.0501
Fitting
or
Eqv. Ln.
0 3.0
0.0
0.0
0 3.0
0.0
0.0
N 7.0
0.0
0.0
0 3.0
0.0
0.0
N 7.0
0.0
0.0
R 1.0
0.0
0.0
2N 14.0
R 1.0
0.0
0 3.0
0.0
0.0
0 3.0
0.0
0.0
0 3.0
0.0
0.0
0 3.0
0.0
0.0
R 1.0
0.0
0.0
Pipe
Ftng's
Total
1.000
3.000
4.000
1.000
3.000
4.000
1.000
7.000
8.000
1.000
3.000
4.000
1.000
7.000
8.000
13.750
1.000
14.750
12.333
15.000
27.333
13.917
3.000
16.917
5.917
3.000
8.917
5.667
3.000
8.667
10.000
3.000
13.000
6.583
1.000
7.583
Pt
Pe
Pf
12.836
-0.433
0.0
12.403
12.836
-0.433
0.0
12.403
14.122
-0.433
0.0
13.689
7.230
-0.433
0.387
7.184
7.039
-0.433
0.755
7.361
12.403
0.0
0.0
12.403
0.0
0.0
12.403
0.0
0.0
12.403
0.0
0.0
12.403
0.0
0.0
12.403
12.403
-4.331
0.0
8.072
0.0
-0.380
Pt
Pv
Pn
Page 5
Date 5/25/17
******* Notes ******
Vel = 0
K Factor = 0
Vel = 0
K Factor = 0
Vel = 0
K Factor= 0
K Factor = 4.90
Vel = 7.05
K Factor= 4.92
K Factor= 4.90
Vel = 6.95
K Factor = 4.79
Vel = 0
Vel = 0
Vel = 0
Vel = 0
Vel = 0
K Factor= 0
Vel = 0
Vel = 4.94
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Final Calculations -Hazen-Williams
NP Mechanical
CYPRESS AT THE PRESERVE
Dia.
"C"
Fitting
or
Hyd.
Ref.
Point
Qa
Qt Pf/Ft Eqv. Ln.
0.0
-9.24
D5 13.00 0.874 0 3.0
to 150.0 0.0
5 13.0 0.0946 0.0
5 -9.24 0.874 N 7.0
to 150.0 R 1.0
6 3.76 0.0095 0.0
0.0
3.76
D4 13.18 0.874 0 3.0
to 150.0 0.0
6 13.18 0.0969 0.0
6 3.75 0.874 3R 3.0
to 150.0 0.0
7 16.93 0.1540 0.0
7 -26.17 0.874 N 7.0
to 150.0 0.0
8 -9.24 -0.0502 0.0
8 0.0 0.874 0 3.0
to 150.0 0.0
10 -9.24 -0.0502 0.0
10 0.0 0.874 3R 3.0
to 150.0 0 3.0
11 -9.24 -0.0502 0.0
11 0.0 0.874 R 1.0
to 150.0 0.0
4 -9.24 -0.0504 0.0
0.0
-9.24
7 26.18 0.874 R 1.0
to 150.0 0.0
A 26.18 0.3446 0.0
0.0
26.18
D3 0.0 0.874 0 3.0
to 150.0 0.0
A 0.0 0.0 0.0
A 26.18 0.874 N 7.0
to 150.0 0.0
B 26.18 0.3445 0.0
B 0.0 0.874 N 7.0
to 150.0 0.0
C 26.18 0.3446 0.0
C 0.0 0.874 0 3.0
to 150.0 0.0
D 26.18 0.3445 0.0
D 0.0 0.874 0 3.0
to 150.0 0.0
E 26.18 0.3447 0.0
Pipe
Ftng's
Total
0.500
3.000
3.500
5.667
8.000
13.667
3.583
3.000
6.583
23.167
3.000
26.167
8.000
7.000
15.000
15.333
3.000
18.333
31.667
6.000
37.667
3.250
1.000
4.250
4.333
1.000
5.333
2.000
3.000
5.000
4.000
7.000
11 .000
10.000
7.000
17.000
5.417
3.000
8.417
4.667
3.000
7.667
Computer Programs by Hydratec Inc. Route 111
Pt
Pe
Pf
7.692
7.361
0.0
0.331
7.692
0.0
0.130
7.822
7.184
0.0
0.638
7.822
0.0
4.029
11 .851
0.0
-0.753
11 .098
0.0
-0.921
10.177
0.0
-1.891
8.286
0.0
-0.214
8.072
11.851
0.0
1.838
13.689
13.689
0.0
0.0
13.689
0.0
3.790
17.479
4.331
5.859
27.669
0.0
2.900
30.569
0.0
2.643
Pt
Pv
Pn
Page 6
Date 5/25/17
******* Notes ******
K Factor = -3.33
Vel = 6.95
Vel = 2.01
K Factor = 1.34
Vel = 7.05
Vel = 9.05
Vel= 4.94
Vel = 4.94
Vel = 4.94
Vel = 4.94
K Factor = -3.25
Vel = 14.00
K Factor = 7.08
Vel = 0
Vel = 14.00
Vel = 14.00
Vel = 14.00
Vel = 14.00
Windham N.H. USA 03087
Final Calculations -Hazen-Will iams
NP Mechanical
CYPRESS AT THE PRESERVE
Hyd.
Ref.
Point
E
to
F
F
to
TRA
TRA
to
BR
BR
to
X
X
to
EL
EL
to
M1
M1
to
M2
M2
to
CM
CM
to
100
100
to
101
100
to
105
101
to
102
102
to
103
103
to
104
Qa
Qt
0.0
26.18
0.0
26.18
0.0
26.18
26.18
26.18
5.00
31 .18
0.0
31.18
0.0
31.18
0.0
31.18
0.0
31.18
-14.08
17.1
0.87
17.97
0.0
17.97
-0.87
-0.87
0.0
-0.87
17.97
17.97
-31.18
-13.21
0.0
-13.21
Dia.
"C"
Pf/Ft
0.874
150.0
0.3446
0.874
150.0
0.3446
1.101
150.0
0.1119
1.101
150.0
0.1547
1.244
150.0
0.0852
1.244
150.0
0.0853
1.025
150.0
0.2190
0.995
150.0
0.2532
7.98
150.0
0.0
7.98
150.0
0.0
7.98
150.0
0.0
11.65
150.0
0.0
11.65
150.0
0.0
7.98
150.0
0.0
Fitting
or
Eqv. Ln.
0 3.0
0.0
0.0
N 7.0
0 3.0
0.0
2R 2.0 s 9.563
Fsp 0.0
N 7.0
0 5.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
T 5.841
0.0
0.0
3F 40.774
T 52.855
0.0
T 52.855
0.0
0.0
2T 105.71
0.0
0.0
F 17.441
T 80.498
0.0
F 17.441
T 80.498
0.0
T 52.855
0.0
0.0
Pipe
Ftng's
Total
1.417
3.000
4.417
3.250
10.000
13.250
8.000
18.562
26.562
2.000
5.000
7.000
5.000
0.0
5.000
65.000
0.0
65.000
1.000
0.0
1.000
28.000
5.841
33.841
324.000
93.629
417.629
295.000
52.855
347.855
381.000
105.710
486.710
175.000
97.939
272.939
532.000
97.939
629.939
542.000
52.855
594.855
Pt
Pe
Pf
33.212
0.0
1.522
34.734
0.0
4.566
39.300
39.300
6.465
2.973
48.738
0.0
1.083
49.821
2.166
0.426
52.413
0.0
5.547
57.960
4.000
0.219
62.179
0.0
8.570
70.749
0.0
0.002
70.751
0.0
0.001
70.752
70.751
-1.299
-0.001
69.451
70.752
0.0
0.0
70.752
0.0
0.0
70.752
0.0
-0.001
Pt
Pv
Pn
Page 7
Date 5/25/17
******* Notes ******
Vel = 14.00
Vel = 14.00
K Factor = 4.18
* * Fixed Loss = 3
Vel = 8.82
Oa= 5
Vel = 10.51
Vel = 8.23
Vel = 8.23
* * Fixed Loss = 4
Vel = 12.12
Vel = 12.87
Vel = 0.11
Vel = 0.12
K Factor = 2.14
Vel = 0.01
K Factor= -0.10
Vel = 0.05
Vel = 0.04
Vel = 0.08
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
i=inal Calculations -Hazen-Williams
NP Mechanical
CYPRESS AT THE PRESERVE
Hyd.
Ref.
Point
104
to
105
104
to
CM
102
to
FT
Qa
Qt
14.08
0.87
0.0
0.87
-14.08
-14.08
0.0
-14.08
31.18
31.18
0.0
31.18
Dia.
"Cit
Pf/Ft
11.65
150.0
0.0
7.98
150.0
0.0
11.65
150.0
0.0
Fitting
or
Eqv. Ln.
T 80.498
0.0
0.0
T 52.855
0.0
0.0
3T 241.494
0.0
0.0
Pipe
Ftng's
Total
207.000
80.498
287.498
542.000
52.855
594.855
1439.000
241.494
1680.494
Pt
Pe
Pf
70.751
-1.299
-0.001
69.451
70.751
0.0
-0.002
70.749
70.752
6.930
0.002
77.684
Pt
Pv
Pn
Page 8
Date 5/25/17
******* Notes ******
Vel = 0
K Factor= 0.10
Vel = 0.09
K Factor = -1.67
Vel = 0.09
K Factor= 3.54
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Bulletin 006 Rev. I
Model RFC30 (SIN RA0611) gi
Reliabl~ Model RFC43 (SIN RA0612) ~
Model RFC49 (SIN RA0616) 8
0) Residential Flat Concealed :o Cl)
Sprinklers ~
A Residential Flat Concealed
Sprinkler engineered for a minimum
design density of 0.05 gpm/ft2 with
low GPM requirements.
Features
1. Very low water flow requirements.
2. Cover plate attachment (Plain or Perforated)
with½" (13mm) Total adjustment.
3. Thread-On/Thread-Off or Push-On/Thread
Off cover attachment option.
4. Smooth aesthetic ceiling profile.
5. Available in brass, chrome and black plated
or painted finishes.
Listings & Approval
1. Listed by Underwriters Laboratories,
certified by UL for Canada (cULus)
UL Listing Categories
Residential Automatic Sp rinklers
UL Guide Number
VKKW
Product Description
and
Model RFC30, RFC43 and RFC49 Concealed Residen-
tial Sprinklers are fast response residential fusible solder
link automatic sprinklers. Residential sprinklers differ
from standard sprinklers primarily in their response time
and water distribution patterns.
Model RFC30, RFC43 and RFC49 sprinklers discharge
water in a hemispherical pattern below the sprinkler de-
flector. Residential distribution patterns are higher and
generally contain a finer droplet size than standard sprin-
kler patterns.
The combination of speed of operation and high dis-
charge pattern required for residential sprinklers has
demonstrated, in fire testing, an ability for controlling
residential fires, and thereby providing significant evacu-
ation time for occupants.
The RFC30, RFC43 and RFC49 Sprinklers provide the
best form of fire protection by combining an attractive ap-
pearance and ½" (13mm) of cover adjustment for ease
of installation. The small diameter cover plate is easily
Plain Cover Plate
--------· --·--------------------------·-----·---------------------------------------------·-·----------------------------------------------------------------------------------------------------------------------------------------------------------►--------------_____________ ...,_ ------------------------------------·----------
Perforated Cover Plate
and positively attached and b lends into the ceiling, con-
cealing the most dependable fire protection available, an
automatic sprinkler system.
The RFC30, RFC43 and RFC49 are UL Li sted Residen-
tial Sprinklers to be installed in the residential portions
of any occupancy in accordance with NFPA 13, 13R. &
13D.
The RFC30, RFC43 and RFC49 can reduce the need
for precise cutting of drop nipples. The threaded cover
plate assembly can be adjusted without tools to fit ac-
curately against the ceiling. The fire protection system
need not be shut down to adjust or remove the cover
plate assembly.
Reliable Automatic Sprinkler Co., Inc., 103 Fairview Park Drive, Elmsford, New York 10523
Application and Installation
The RFC30, RFC43 and RFC49, for residential instal-
lations, use a 165°F (74°C) fusible solder link in a tun-
ing fork style sprinkler frame with a drop-down deflector.
This assembly is recessed into the ceiling and concealed
by a flat cover plate. The cover plate is attached to the
skirt, using 135°F (57°C) ordinary temperature classifica-
tion solder. When the ceiling temperature rises, the solder
holding the cover plate releases the cover allowing the
deflector to drop into position and exposing the sprinkler
inside to ceiling temperature. The subsequent operation
of the solder link opens the waterway and causes the de-
flector to drop into position to distribute the discharging
water in a hemispherical pattern below the sprinkler de-
flector. Any adjustment of thread engagement between
the cover plate and cup will assure that the drop-down
deflector is properly located below the ceiling. The resi-
dential distribution pattern contains a finer droplet size
than a standard sprinkler, and the pattern produces sig-
nificantly higher wall wetting.
After a 25/a inch diameter hole is cut in the ceiling, the
sprinkler is to be installed with the Model FC Wrench.
When installing a sprinkler, the wrench is first positioned
into the sprinkler/cup assembly and around the hexago-
nal body of the sprinkler frame. The Wrench must bottom
out against the cup in order to ensure proper, safe instal-
lation. The sprinkler is then tightened into the pipe fitting.
When inserting or removing the wrench from the sprin-
kler/cup assembly, care should be taken to prevent dam-
age to the sprinkler. DO NOT WRENCH ON ANY OTHER
PART OF THE SPRINKLER/CUP ASSEMBLY. MODEL
RFC30, RFC43 AND RFC49 CONCEALED SPRINKLERS
MUST BE INSTALLED ONLY WITH 135°F RATED COV-
ERS.
Note: A leak tight ½" NPT (R1/2) sprinkler joint can be ob-
tained with a torque of 8-18 ft-lbs (10,8 -24.4 N-m). Do not
tighten sprinklers over maximum recommended torque. It
may cause leakage or impairment of the sprinklers.
Cover assemblies provide up to ½" (13mm) of adjust-
ment. Turn the cover clockwise until the flange is in con-
tact with the ceil ing. For the push-on/thread-off option,
the cover assembly is pushed onto the cup and final ad-
justment is made by turning the cover clockwise unti l the
skirt flange makes full contact with the ceiling. Cover re-
moval requires turning in the counter-clockwise direction.
In ceilings that have a plenum space above the
sprinkler, the plenum space may have neutral or neg-
ative pressurization but must not be positively pres-
surized. Inspect all sprinklers after installation to en-
sure that the gap between the cover plate and ceiling
and the 4 slots in the cup are all open and free from
any air flow impediment.
Sprinkler CCP Assembly Max. Max. Thread Nominal Ambient K Model Size Orifice Temp Rating Temp. Rating Temp. Pressure Factor (SIN) Inch (mm) Inch (mm) psi (bar) •F ·c •F ·c •F ·c
RFC30 ½" (1 5) (RA0611)
21/64 (8,2) 165 74 135 57 100 38 3.0 (43.2) 175 (12)
RFC43 ½" (1 5) 3/4 (10) 165 74 (RA0612) 135 57 100 38 4.3 (62) 175 (12)
RFC49
(RA0616) ½" (1 5) 7/,6 (11) 165 74 135 57 100 38 4.9 (70.6) 175 (12)
Note: 1 bar= 100 Kpa
RFC30
Ordinary Temp. Rating Top of Deflector Minimum Max. Coverage Max. Spacing (1 G5°Fn 4 °c) Installation area to Ceiling Type Spacing
Ft X Ft (m X m) Ft (m) Flow Pressure Inch (mm) Ft (m) GPM (L/min) PSI (bar)
12 X 12 (3,6 X 3,6) 12 (3,6) 9 (34, 1) 9.0 (0,62) Smooth Ceilings½ to 1 (13 to 25.4)
Beamed Ceilings per NFPA 13D, 13R or Concealed 8 (2,4)
14 X 14 (4,3 X 4,3) 14 (4,3) 10 (37,8) 11.0 (0,76) 13 installed in beams½ to 1 (13 to 25.4)
For Ceiling types refer to NFPA 13, 13R or 13D
2.
RFC43
Max. Coverage
Ordinary Temp. Rating
Max. Spacing (165°Fn4°C)
area Ft (m) Ft X Ft (m X m) Flow Pressure
GPM (L/min) PSI (bar)
12 X 12 (3,6 X 3,6) 12 (3,6) 12(4,5) 7.8 (0,54)
14 X 14 (4,3 X 4,3) 14 (4,3) 13 (49) 9.1 (0,63)
16 X 16 (4,9 X 4,9) 16 (4,9) 13 (49) 9.1 (0,63)
18 X 18 (5,5 X 5,5) 18 (5,5) 18 (68) 17.5 (1,21)
20 X 20 (6, 1 X 6, 1) 20 (6, 1) 21 (79) 23.8 (1 ,64)
For Ceiling types refer to NFPA 13, 13R or 130
RFC49
Max. Coverage Ordinary Temp. Rating
Max. Spacing (165°Fn4°C) area Ft (m) Flow Pressure Ft X Ft (m X m) GPM (L/minl PSI (bar)
12 X 12 (3,6 X 3,6) 12 (3,6) 13 (49) 7.0 (0,48)
14 X 14 (4,3 X 4,3) 14 (4,3) 13 (49) 7.0 (0,48)
16 X 16 (4,9 X 4,9) 16(4,9) 13 (49) 7.0 (0,48)
18 X 18 (5,5 X 5,5) 18 (5,5) 17 (64,3) 12.0 (0,83)
20 X 20 (6, 1 X 6, 1) 20 (6,1) 20 (75,73) 167(1 ,14)
For Ceiling types refer to NFPA 13, 13R or 130
Maintenance
Model RFC30, RFC43 and RFC49 Concealed Sprin-
klers should be inspected and the sprinkler system
maintained in accordance with NFPA 25. Do not clean
sprinklers with soap and water, ammonia or any other
cleaning fluids. Remove dust by using a soft brush or
gentle vacuuming. Remove any sprinkler cover plate as-
sembly which has been painted (other than factory ap-
plied) or damaged in any way. A stock of spare sprin-
klers should be maintained to allow quick replacement
of damaged or operated sprinklers. Prior to installation,
sprinklers should be maintained in the original cartons
and packaging until used to minimize the potential for
damage to sprinklers that would cause improper opera-
tion or non-operation.
Model RFC30, RFC43 and RFC49 Residential
Concealed Sprinkler Specification
Sprinklers shall be cULus Listed low flow residential con-
cealed sprinklers with drop-down deflector and adjust-
able flat cover plate engineered for a minimum design
density of 0.05 gpm/ft2. Sprinkler frame and deflector
shall be of bronze frame construction having a ½" NPT
thread. Thermal element shall consist of an approved
black-painted beryllium-nickel fusible solder link with
Top of Deflector Minimum Installation to Ceiling Type Spacing
Inch (mm) Ft (m)
Smooth Ceilings½ to 1 (13 to 25.4)
Beamed Ceilings per NFPA 130, 13R or Concealed 8 (2,4)
13 installed in beams ½ to 1 (13 to 25.4)
Top of Deflector Minimum Installation to Ceiling Type Spacing
Inch (mm) Ft (m)
Smooth Ceilings ½ to 1 (13 to 25.4)
Beamed Ceilings per NFPA 130, 13R or Concealed 8 (2,4)
13 installed in beams ½ to 1 (13 to 25.4)
3.
symmetric lever mechanism, maintaining a Teflon-coated
Belleville spring washer and machined brass cap water
seal assembly containing no plastic parts. Sprinkler K-
factor shall be nominal 3.0 (43.2), 4.3 (62), and 4.9 (70.6)
having a 5/16", %" and 7 /16" orifice. Temperature rating
shall be Ordinary 165°F (74°C); cover plate temperature
rating to be 135°F (57°C). Cover plate assembly shall
consist of a brass cover plate and copper alloy retainer
flange allowing a ½" cover plate adjustment. Any secure
engagement between the cover plate and the cup will
assure that the drop-down deflector is properly located
below the ceiling. A plastic protective cap shall be
provided and factory installed inside the sprinkler cup
to protect the drop-down sprinkler deflector from dam-
age, which could occur during construction before the
cover plate is installed. Standard cover finish: [Chrome]
[White] [Specialty -specify]. Residential concealed
sprinklers shall be Reliable Model RFC30, SIN RA0611
(Bulletin 006), Model RFC43, SIN RA0612 (Bulletin 006)
or Model RFC49, SIN RA0616 (Bulleti n 006).
Ordering Information Cover Plate Finishes<1>
Specify:
1. Sprinkler Model
2. Cover Plate Finish
3. Thread-On or
Push-On Feature
./,• {12.70mm} UU'. ~ ADJUSTMENT
1/2" {12.70mm} ltl/N. TO
1 • [25.4mm] UU'.
Standard Finishes
Chrome
White Paint
Special Application
Finishes(2>
Bright Brass
Finished Bronze
Black Plating
Black Paint
Off White
Satin Chrome
11> Other finishes and colors are
available on special order.
Consult factory for details.
Coverplate custom paint is
semi-gloss, unless specified
otherwise.
121 For the perforated style cover-
plate, consult factory for avail-
ability on these and other cus-
tom finishes.
CE/UNG
///////
/////// ,; ,; /.,;,;,;,;
2" {50.8mm} UU'.
FACE OF mnNG
TO FACE OF C£JUNG
Olltl£NSION
l OROPP£0 DEFI..ECTOR
TO CEIUNG CE/UNG
FUT C0\,£1\' Pl.ATE
ASSEltlBLY
~• {4.96mm}
COVER PLATE: 1 /2" {12.7mm 7 ADJUSTMENT
OO#fJOtC
The equipment presented in this bulletin is to be installed in accordance with the latest published Standards of the National Fire Protection Association, Factory
Mutual Research Corporation, or other similar organizations and also with the provisions of governmental codes or ordinances whenever applicable.
Products manufactured and distributed by Reliable have been protecting life and property for over 90 years, and are installed and serviced by the most highly
qualified and reputable sprinkler contractors located throughout the United States, Canada and foreign countries.
Manufactured by
Reliabld Reliable Automatic Sprinkler Co., Inc.
(800) 431-1588 Sales Offices
(800) 848-6051 Sales Fax
(914) 829-2042 Corporate Offices
www.reliablesprinkler.com Internet Address
,;;,.. Recycled \V Paper
Revision lines indicate updated or new data.
EG. Printed in U.S.A. 11/14 P/N 9999970261
Bulletin 135 Rev.G OJ
C
Model F1 ~ s· Residential Sprinklers for w
Design Density of .05 gpm/ft2 ~
<
Reliabld
,;,;;__:_.;;,,_;_::==================-----,_-_-_-_::-_-_-_-_-_-_-_-_-_-_-_,--;...-:....-:....-_-_-_-_-_-_-_-_-_-_,-G) Model F1 Res Sprinklers engineered for the lowest flows
to meet the minimum design density of .05 gpmlft'
Types:
1. F1 Res 30 Pendent
2. F1 Res 30 Recessed Pendent/F2
3. F1 Res 30 Recessed Pendent/FP
4. F1 Res 49 Pendent
5. F1 Res 49 Recessed Pendent/F 1
6. F1 Res 49 Recessed Pendent/FP
7. F1 Res 58 Pendent
8. F1 Res 58 Recessed Pendent/F1
9. F1 Res 58 Recessed Pendent/FP
10. F1 Res 76 Pendent
11 . F1 Res 76 Recessed Pendent/F1
12. F1 Res 76 Recessed Pendent/FP
13. F1 Res 30 CCP Pendent
14. F1 Res 49 CCP Pendent
15. F1 Res 58 CCP Pendent
16. F1 Res 76 CCP Pendent
17. F1 Res 44 HSW
18. F1 Res 44 Recessed HSW/F2
19. F1 Res 58 HSW
20. F1 Res 58 HSW Recessed HSW/F2
21. F1 Res 44 SWC
22. F1 Res 40 HSW
23. F1 Res 40 Recessed HSW/F2
Listings & Approvals
1. Listed by Underwriters Laboratories Inc. and
UL Certified for Canada (cULus)
2. NYC MEA 258-93-E
Slope Ceiling Approvals: Refer to Bulletin 035
Sprinklers for .1 O Density: Refer to Bulletin 176
UL Listing Category
Residential Automatic Sprinkler
UL Guide Number
VKKW
Patents
US Patent No. 6,516,893 applies to the
Model F1 Res 49 & 58 Pendent Sprinklers
Product Description
Model F1 Res Pendent sprinklers (Figs. 1, 2, 3, & 4) are
fast response sprinklers combining excellent durability,
high sensitivity glass-bulb and low profile decorative
design. The F1 Res Horizontal Sidewall sprinklers (Figs.
5, 6 & 7) are equally attractive when above ceiling piping
cannot be used.
The 3mm glass-bulb pendent sprinklers permit the
efficient use of residential water supplies for sprinkler
coverage in residential fire protection design.
F1 Res 30, 49, 58 & 76
Recessed Pendent / F1
F1 Res 30, 49, 58 & 76
CCP Pendent
F1 Res44SWC
F1 Res 30, 49, 58 & 76
Recessed Pendent/ FP
F1 Res 44&58
Recessed HSW/F2
F1 Res 40 Recessed
HSW/F2
The low flow F1 Res sprinklers are specially
engineered for fast thermal response to meet the
sensitive fire protection application needs of the latest
residential market standards (UL 1626 Standard). Upon
fire conditions, rising heat causes a sprinkler's
heat-sensitive glass-bulb to shatter, releasing the
waterway for water flow onto the deflector, evenly
distributing the discharged water to control a fire.
Technical Data:
• Thermal Sensor: Nominal 3mm glass-bulb
• Sprinkler Frame : Brass Casting
• Sprinklers' Pressure Rating : 175 psi
Factory Hydrostatically Tested to 500 psi
• Thread Size: ½" NPT (R½)
• K-Factor: 3.0 (Actual) -F1 Res 30 Pendent Sprinkler
4.9 (Actual) -F1 Res 49 Pendent Sprinkler
5.8 (Actual) -F1 Res 58 Pendent & HSW Sprinkler
7.6 (Actual) -F1 Res 76 Pendent Sprinkler
4.4 (Actual)-F1 Res 44 HSW Sprinkler
4.0 (Actual) -F1 Res 40 HSW Sprinkler
• Density: Minimum 0.05 gpm/ft2
Application
Model F1 Res Sprinklers are used for Residential Fire
Protection according to UL 1626 Standard*. Be sure
that orifice size, temperature rating, deflector style and
sprinkler type are in accordance with the latest
published standards of The National Fire Protection
Association or the approving authority having
jurisdiction.
The Reliable Automatic Sprinkler Co., Inc., 103 Fairview Park Drive, Elmsford, New York 10523
Installation
Models F1 Res sprinklers are to be installed as
shown. Model F1, F2 and FP Escutcheons, illustrated
herewith, are the only recessed escutcheons to be used
with Model F1 Res sprinklers. Use of any other
recessed escutcheon will void all approvals and
warranties. For installing Model F1 Res Pendent
sprinklers use only the Model D sprinkler Wrench; for
in stalling Models F1 Res Recessed Pendent, CCP &
• Model F1 Res 30, 49, 58 & 76 Pendent
(--+--~ r-r-1 I
I TURN COl.lNI UNll nt:Hr N::AJNSr SPRIHKL£R -,oss.
SWC sprinklers use only the Model GFR2 sprinkler
wrench; for installing Model F1 Res Recessed HSW
sprinklers use only the Model GFR2 Sprinkler Wrench.
Use of wrenches other than those specified may
damage these sprinklers. Install F1 Res 44 and 40 HSW
with a ceiling to deflector distance of 4" -12". Flow arrow
on deflector must point away from near wall and "Top"
marking must face ceiling.
• Model F1 Res 30 Recessed
Pendent/F2
• Model F1 Res 49, 58 & 76
Recessed Pendent I F1
F1 escutcheon,¾" (19mm) adjustment
2 1/4 • HOI.£ DM. t,u ..... J
NWSIIIQ<r
IJ5FCOJ
Fig. 1
t
IJ5FC02
Fig. 2
Escutcheon*, F1 or F2, Data:
Adjustment "A" Face of fitting to Type ceiling lnch(mm) lnch(mm) lnch(mm)
F1 ¾ (19.0) Min.=¾" (19.1)
Max.=1½" /38.1) %-1% (4.7 -24.0)
F2 ½ (12.7) Min.= 13/i's" (23.8)
Max.=1½" /38.1) % -1.Ks (4.7 -17.4)
* Note: Escutcheons F1 or F2 may be used with
Model F1 Res 49, 58 & 76 Recessed Pendent
2.
,. Technical Data: F1 Res 30 Pendent and Recessed Pendent
Nominal Sprinkler Max. Max. Actual Thread Orifice Temp. Pressure Ambient
Size Inch Ratina psi Temp. K
(mm) OF °C (bar) OF °C Factor
½"NPT 2y64· (8.2) 155 68 175 (12) 100 38 3.0 -(RV.:\ 175 79
Deflector -to -ceiling
Maximum 1" (25mm) to 4" (100mm)
Max. Sp~inkler Flow Pressure
S~ac~ng gpm (Lpm) psi (bar)
11 0.76
Sprinkler
Identification
Number SIN
R351 1
Sprinkler
Length
Inch
(mm)
2.25 (57)
Technical Data: F1 Res 49 Pendent and Recessed Pendent
Nominal Sprinkler Max. Max. Actual Sprinkler
Thread Orifice Temp. Pressure Ambient Length
Size Inch Ratina psi Temp. K Inch
(mm) OF °C (bar) °F °C Factor (mm)
½"NPT Y,/(11) 155 68 175 (12) 100 38 4.9 2.25 (57) -(RV.:\ 175 79 150 66
Deflector -to -ceiling *Deflector -to -ceiling
Maximum 1" (25mm) to 4" (100mm) Maximum 4" (100mm) to 8" (203mm)
Max. Sp~inkler Flow Pressure
S~ac~ng gpm (Lpm) psi (bar)
12 X 12 3.6X3.6 13 49 7.0 0.48
14 X 14 4.3X4.3 13 49 7.0 0.48
16 X 16 4.9X4.9 13 49 7.0 0.48
18 X 18 5.5X5.5 12.0 0.83
16.7 1.14
Sprinkler
Identification
Number SIN
R3516
Max. Sprinkler
Spacing
ft m
12 X 12 3.6x3.6
14 X 14 4.3X4.3
16 X 16 4.9X4.9
Flow Pressure
gpm (Lpm) psi (bar)
18 X 18 5.5x5.5 15.0 1.0
20 X 20 6.1 X6.1
Sprinkler
Identification
Number SIN
R3516
*Note: The F1 Res 49 pendent and recessed pendent
residential sprinklers can be installed per NFPA 13 in
beamed ceilings meeting the following criteria:
1. Maximum beam depth= 7" (178mm)
2. Beam spacing at or greater than 7.5 ft. (2.3m) on center.
Technical Data: F1 Res 58 Pendent and Recessed Pendent
Nominal Sprinkler Max. Max. Sprinkler
Thread Orifice Temp. Pressure Ambient K Length
Size Inch Ratina psi Temp. Factor Inch
(mm) OF oc (bar) OF oc (mm)
½"NPT ½' (13) 155 68 175 (1 2) 100 38 5.8 2.25 (57) (R½) 175 79 150 66
Max. Sprinkler Flow Pressure Ceiling-to-Sprinkler
Spacing gpm(Lpm) psi(bar) Deflector Identification
ft m Inch mm Number SIN
12x12 3.6x3.6 16 61
14 X 14 4.3X4.3 16 61
16 61 1-4 R3513 (25-100)
19 72
20 X 20 6.1 X6.1 22 83.3
3.
Technical Data: F1 Res 76 Pendent and Recessed Pendent
Nominal Spn<ler l\fex. l\fex. Spn<ler
Thread Orifioe TE!l11). Antin Lenglh Plessue K
Size Inch ~ psi Tenn Pca:ll' heh
(mm) OF oc (bar) OF oc (mm)
¾"NPT '½/ 155 68 175(12} 100 38 7.6 2.25 (57) (R3/.) (13.5) 175 79 150 66
Max. Sprinkler Sprinkler Flow Pressure Spacing gpm(Lpm) psi(bar) Identification
ft (m) Number (SIN)
12 X 12 (3.6x3.6) 21 7.6 (0.53)
14 X 14 (4.3X4.3) 21 7.6 (0.53)
16 X 16 (4.9X4.9) 21 7.6 (0.53) R7618
18 x 18 (5.5x5.5) 21 7.6 (0.53)
20 X 20 (6.1 X6.1) 23 9.2 (0.63)
• Model F1 Res 30, 49, 58 & 76
CCP Pendent
2 5/16" DIA. -------+-2 5/8" {66.7mm} DIA.
HOLE IN CEILING
[58.7mm} -++----------1
CUP
CEILING
CUP
I "x 1/2" REDUCER
I 1/4" {31.5mm}
, X. FACE OF FITTING j '. '., 0 FACE OF CEILING
.. DIMENSION
"A" .r-~~~==Fi -f
COVER ADJUSrMENr I HEIGHT
I
J 5/16" DIA
1 J5FG040 {84. Imm}
F1 RES 30, 49, 58 & 76 CCP PEND.
Fig. 3
NOTE: The F1 Res 76 will use a 1" x ¾" reducer.
4.
• Model F1 Res 30, 49, 58 & 76
Recessed Pendent / FP
CCl'.JNC
1/2• {IJmm} ......_
F'P AIJJUSTIIE.Nr
FP push-on/thread-off
escutcheon
2 ,~ 0:-l:.'k;'"'"'
2 ,/15• DR ,__ __ (5'1,1rrwr1} __ _,
CUP
L _J
Fig. 4
I• X 1/1• RfDUCCR
Technical Data: F1 Res 30 CCP Pendent and Recessed Pendent/ FP
Nominal
Thread Orifice
Size Inch
(mm)
½"
NPT %.,' (8.2)
(R1/o\
Max. Sprinkler
Spacing
Spmder CCP
Terl1l, ~
Rail) Terl1l,
~Inn
OF ~ "F °C
155 68 135 57
Max.
Pressue
psi(IJEI)
175 {12)
Max. Spnder
Anuert K l..er9ll Terl1l,
OF °C
100 38
Fader heh
(mm)
2.25 3.0 (57)
Sprinkler
Identification
Technical Data: F1 Res 49 CCP Pendent and Recessed Pendent/ FP
Nominal
Thread Orifice
Size Inch
(mm)
½"
NPT ½/ {11)
(R'f?)
Max. Sprinkler
Spacing
Spnder
Terl1l,
Rail)
"F or,
155 68
CCP
~ Max.
Terl1l, Pressue
~In] psi(IJEI)
"F or,
135 57 175(12)
Max. Spnder
Anuert K l..er9ll Terl1l,
OF or,
100 38
Fader heh
(mm)
2.25 4.9 (57)
Sprinkler
Identification
R3516
CCP O t" D t 1p ions a a:
"A"
Cover Adtstment Inch mm)
½ (12.7)
1/.s (7.9)
FP Data "A":
FP Position
Max. Recessed
Min. Recessed
"B"
CCP Height
Inch (mm)
'1/.s (24)
¾ (19)
"A"
Inch (mm)
}\'6 (1 1)
'%(24)
Note: Sprinklers shown in Fig. 3 and Fig. 4 are not
suitable for installation in ceilings which have
positive pressure in the space above.
Technical Data: F1 Res 58 CCP Pendent and Recessed Pendent/FP
Nominal Spmder CCP Max. Max. Spnder
Thread Orifice Terl1l, ~ Pressue Anuert K l..er9fl
Size Inch Rail) T~ psi Terl1l, Fader heh
(mm) (bar) ,___~---< (mm)
Max. Sprinkler
Spacing
175(12) 5.8 2.25 (57)
Sprinkler
Identification
R3513
Technical Data: F1 Res 76 CCP Pendent and Recessed Pendent/FP
Nominal Spmder CCP Max. Max. .
Thread Orifice Terl1l, ~ Pressue Anuert K Spmder
Size Inch Rail) T~ psi TElfl1l. Fader =)
(mm) (bar)
175 (12) 7.6 2.25 (57)
R7618
5.
· Model F1 Res 44 & 58 HSW
Technical Data: F1 Res 44 HSW & HSW/F2
• Model F1 Res 44 & 58
Recessed HSW/F2
F2 escutcheon,½" (13mm)
adjustment
Escutcheon, F2, Data:
Nominal Spnder Max. Max. Spnder
Tmad Orifice Tert1l, Pressue Anttrt K l..a1glh
Si2e Inch Rana psi Term. Fada' h:h
(mm) "f "C (bar) "f "C (mm)
½"NPT ¾' (10) 155 68 175 (12) 100 38 4.4 2.45 (62) (R½) 175 79 150 66
Max. Sprinkler "A" Sprinkler Temp. Flow Sprinkler Ceiling -to-Pressure Spacing Deflector Rating gpm psi(bar) Identification
ft(m) lnchlmm) OF(OC) (Lpm) Number (SIN)
12 X 12 (3.6x3.6) 155 (68) 175 /79) 12 (45.4) 7.5 (0.52)
14 X 14 (4.3x4.3) 155 /68) 175 {79) 14 (53.0) 10.2 (0.71)
16 X 16 (4.9x4.9) 4 -6 155 /68) 175 (79) 16 (60.6) 13.3 (0.92)
16 X 18 {4.9x5.5) (101-152) 155 /68) 175 (79) 18 (68 1) 16.8(1.16)
18 X 18 (5.5x5.5) 155 /68) 175 (79) 19 (72.0) 18.7 (1.29)
16 X 20 (4.9x6.1) 155 (68) 175 179) 23 (87.1) 27.4 (1 89) R3531
12 X 12 (3.6x3.6) 155 {68) 175 {79) 14 (53.0) 10.2 (0.71)
14 X 14 (4.3X4.3) 155 {68) 175 /79) 16 (60.6) 13.3 (0.92)
16 X 16 (4.9x4.9) 6 -12 155 {68) 175 (79) 17 (64.4) 15.0 {1.04)
16 X 18 (4.9x5.5)
( 152-305)
155 /68) 175 /79) 20 (75.7) 20.7 (1.43)
16 X 20 (4.9x6.1) 155 (68) 175 (79) 23 (87.1) 27.4 (1.89)
6.
...
Technical Data: F1 Res 58 HSW & HSW/F2
Escutcheon, F2, Data:
Nominal SpYi<ler II/lax. II/lax. SpYi<ler
1head Orifice TerJll. Pressue Antirt K l..er9f1
Si2e Inch Rahl psi Terro. Pca:lr' nil
(mm) "f 'C (bar) "f 'C (mm)
Adjustment Face of Fitting
Type In to wall
F2
½"NPT ½' (13) 155 68 175(12) 100 38 5.8 2.45 (62) (R½) 175 79 150 66
Max. Sprinkler "A" Sprinkler Temp. Flow Sprinkler Ceiling-to-Pressure Spacing Deflector Rating gpm psi (bar) Identification
ft(m) Inch mm OF(OC) (Lpm) Number (SIN)
12 X 12 3.6x3.6 155 68
14 X 14 4.3X4.3 155 68
16 X 16 4.9X4.9 4-6 155 68 (101-152)
16 X 18 4.9X5.5 155 68
16 X 20 4.9x6.1 155 68 R3533
12 X 12 3.6X3.6 155 68
14 X 14 4.3X4.3 6-12 155 68
16 X 16 4.9X4.9 (1 52-305) 155 68
16 X 18 4.9x5.5 155 68
7.
Technical Data: F1 Res 44 SWC
Nominal Spmder CoverT001). Tm!ad Orifice T001). Rai,g Size Inch ~
(nm) 'F 'C 'F 'C
½"NPT ½' (10) 155 68 135 57 (R½)
Max. Sprinkler "A" Flow Ceiling-to-Pressure Spacing Deflector gpm psi (bar) ft(m) Inch mm (Lpm)
12 X 12 3.6X3.6 13 49.2
14 X 14 4.3x4.3 14 53.0
16 X 16 4.9x4.9 4-6 17 64.3 (101-152)
19 71.8 16 X 18 4.9x5.5
16 X 20 4.9x6.1 23 87.1
12 X 12 3.6x3.6 14 52.9
14 X 14 4.3X4.3 6 -12 15 56.7
16 X 16 4.9x4.9 (152-305) 18 68.1
16 X 18 4.9x5.5 20 75.6
r
I I/•• {.Jl.75mm] ltlo1t1'mum ----~
,r to 12"
{101.60mm To
J04.80mm]
r:o;:,,o~~~;e,,.
1 • X 1/2"' Rtlduct1r
R.commendod d"-" ·-r --, Wolf HO,. 2 ,/16• • • •
2 5/8" [58.74mm} I --+·-· {66.68mm] Dia. j :
(]io. i \._ : /-.. _,!.... ......
IJ!JF001
:S 5/16"
{84. 14mm}
Oi'o,
i----1-I 21/:S2"
[42.07mm}
1/2" {12. 70mm]
Adju$/mtHtt
f1 RES 44 SWC
Fig. 5
Max. Max. Spmder
Pressue ArmientT001). K l..en¢I
psi Fa:::tor n:h
(bar) 'F 'C (mm)
175 (12) 100 38 4.4 2.45 (62)
Sprinkler
Identification
Number (SIN)
R3531
8.
2.
· Model F1 Res 40 HSW
135FG05
Fig. 6
· Model F1 Res 40 Recessed
HSW/F2
F2 escutch_eon, ½" (13mm)
adJustment
FACE: OF AmNG ro
WALL DIMENSION
2 I/•" HOLE: O<A.
{57.2mm)
TURN COLLAR UNrlL
rlGHr AGIJNSr SPRINKLER
WRENCH BOSS.
l,J!JFCt>6-C
,_.... _ _,_ I 1/4 • MIN,
[Jt.Bmm}
rrX!~1 grfa/.;gr~ ~ DIMENSION
ll
I jiiZi=-11" 2 27/J2" DIA
{72.2mm}
~ 1/2" {IJmm}
ADJUSIJ,/£:Nr
l
F1 RES 58. 44 & 40 HSW /F2
Fig. 7
Technical Data: F1 Res 40 HSW & HSW/F2
Escutcheon F2 Data:
Nominal Spn<ler Max. Max. Spn<ler
TITead Orifice Terrp Pressl.re Arrbiert K Lenglh
Size Inch Ralila psi Ten Factor heh
(mm) "f "C (bar) "f "C (mm)
Type
F2
½"NPT ¾' (10) 155 68 175(12) 100 38 4.0 2.45 (62) (A½) 175 79 150 66
Max. Sprinkler "A" Sprinkler Temp. Flow Sprinkler Ceiling -to-Pressure Spacing Deflector Rating gpm psi (bar) Identification
ft(m) Inch mm OF(OC) (Lpm) Number (SIN)
12 X 12 3.6X3.6 155 68 175 79 13 49.0 10.6 0.73
14 X 14 4.3X4.3 155 68 175 79 16 60.5 160 1.10
16 X 16 4.9x4.9 155 68 17 64.3 18.1 1.24
16 X 16 4.9x4.9 4-6 175 79 18 68.1 20.2 1.39 (101-152)
16 X 18 4.9X5.5 155 68 175 79 20 75,7 25.0 1.72 R3538 18 X 18 5.5X5.5 155 68 175 79 22 83.3 30.2 2.08
16 X 20 4.9x6.1 155 68 175 79 23 87.0 33.1 2.28
12 X 12 3.6x3.6 155 68 175 79 13 49.0 10.6 0.73
14 X 14 4.3X4.3 6 • 12 155 68 175 79 17 64.3 18.1 1.24 (152-305)
16 X 16 4.9x4,9 155 68 175 79 20 75.7 25.0 1.72
9.
Finishes<11
Standard Finishes
Sprinkler F1 ,F2,FP Cover Plates Escutcheons
Bronze Brass White Painted
Chrome Plated Brighi Chrome Plated Chrome
White Polyester White Painted
Coated
Soecial Aoolication Finishes
Sprinkler F1 , F2, Cover Plates Escutcheons
Bright Brass Bright Brass Bright Brass
Black Plated Black Plated Black Plated
Black Paint Black Paint Black Paint
Off White Off White Off White
Satin Chrome Satin Chrome Satin Chrome
<•> Other finishes and colors are available on special order.
Consult factory for details.
Note: Paint or any other coating applied over the factory finish will
void all approvals and warranties.
Maintenance
I Model F1 Res 30, 49, F1 Res 58, F1 Res 76, F1 Res 44
and F1 Res_ 40 Sprinklers should be inspected quarterly,
and the sprinkler system maintained in accordance with
NFPA 25, 13, 13D, and 13R. Do not clean sprinkler with
soap and water, ~monia or any other cleaning fluids.
Remove dust by_ using a _soft brush or gentle vacuuming.
Remove any sprinkler which has been painted (other than
fact?ry applied) or damaged i~ any way. A stock of spare
sprinklers should be maintained to allow quick
~eplace_ment o! damaged or operated sprinklers. Prior to
1nstallat1on, ~prinkle~s should remain in the original cartons
and packaging until _used. This will minimize the potential
for da_mage to spnnkl_ers that could cause improper
operation or non-operation.
Model F1 Res 30, 49 & 58 Pendent
Sprinkler Specifications ·
Sprinklers shall be [cULus Listed] [New York City MEA
Approved (25_8-93-E)] low flow residential pendent
spnn~lers engineered to provide a minimum design
d~nsIty of 0.05 gprryf over the listed coverage area.
Listed flows as spec1f1ed by the manufacturer's technical
data sheet~ are to be used. Residential sprinklers shall be
installed in conformance with the manufacturer's
installation guidelines and the applicable installation
I
standard. Where pendent residential sprinklers are
installed under sloped ceilings having a pitch from [ 4/12] to
[8/12], the sprinklers shall be listed for such use.
Deflector-to-ceiling distance listing shall be 1" to 8"
maximum. Sprinkler frame and deflector shall be of bronze
frame construction having a½" NPT thread. Water seal
assembly shall consist of a Teflon-coated Belleville spring I washer with top-loaded extruded or cold head cup with 3
mm glass bulb containing no plastic parts, and having a
temperature rating of [155°F (68°C)] [175°F (79°C)].
Sprinklers shall have a nominal K-factor of 3.0, 4.9 and 5.8.
Standard finish: [Bronze] [Chrome-plated ] [White
I
Polyester] [Special finish-specify]. Residential pendent
sprinklers shall be Reliable Model F1 Res 30, 49 & 58, SIN
R3511, R3516 & R3513 (Bulletin 135).
10.
Ordering Information
Specify:
1. Sprinkler Model
2. Sprinkler Type
3. Temperature Rating
4. Sprinkler Finish
5. Escutcheon Finish
6. Cover Plate Finish
Model F1 Res 49 & 58 Recessed Pendent/F1,
Model F1 Res 30, 49 & 58 Recessed Pendent/F2
Model F1 Res 30, 49 & 58 Recessed Pendent/FP
Sprinklers shall be [cULus Listed] [New York City MEA
Approved (258-93-E)] low flow residential recessed
pen_dent sprinklers engine~red to provide a minimum
d_es1gn density of 0.05_ 9pm/ft over the listed coverage area.
Listed flows as spec1f1ed by the manufacturer's technical
~ata she~ts are to be use~. Residential sprinklers shall be
installed In conformance with the manufacturer's installation
guidelines and the applicable installation standard. Where
pendent residential sprinklers are installed under sloped
ceilings h_aving a pitch from [ 4/12] to [8/12], the sprinklers
sh~II be listed for such use. Deflector-to-ceiling distance
listing shall be 1" to 8" maximum. Sprinkler frame and
deflector shall be of bronze frame construction having a ½"
NPT thread. Water seal assembly shall consist of a
Teflon-coated Belleville spring washer with top-loaded
extrude~ or cold head cup with 3 mm glass bulb containing
no plastic parts, and having a temperature rating of [155°F
(68°C)] [175°F (79°C)]. Sprinklers shall have a nominal
K-factor of 3.0, 4.9_ & 5.8. Standard finish: [Bronze]
[Chrome-plated] [White Polyester] [Special finish-specify].
Recessed escutcheon assembly shall be a steel, two-piece
es~utcheon [with ½" adjustment (Model F2)] [with ¾"
a~Justf;,lent. (Model F1)] [ of push-on and thread off design
with ½ adJustment (Model FP)]. Standard finish shall be
[brass][bright chrome] [w hite painted]. Residential
recessed pendent sprinklers shall be Reliable [Model F1
Res 3.0, 49 & 58 Recessed Pendent/F1] [Model F1 Res 30,
49 & 58 Recessed Pendent/F2] [Model F1 Res 30, 49 & 58
Rece~sed Pendent/FP] SIN R351 1, R3516 & R3513
(Bulletin 135).
Model F1 Res 30, 49 & 58 CCP Pendent (Concealed)
Sprinklers shall be [ cULus Listed] [New York City MEA
Approved (258-93-E)] low flow residential concealed
sprinklers eng ineered to provide a minimum design
density of 0.05 gpm/ft2 over the listed coverage area.
Listed flows as specified by the manufacturer's technical
data sheets are to be used. Residential sprinklers shall
be installed in conformance with the manufacturer's
installation guidelines and the applicable installation
standard. Where pendent residential sprinklers are
installed under sloped ceilings having a pitch from [ 4/12]
to [8/12], the sprinklers shall be listed for such use.
Sprinkler frame and deflector shall be of bronze frame
construction having a ½" NPT thread. Water seal
assembly shall consist of a Teflon-coated Belleville
spring washer with top-loaded extruded or cold head
cup with 3 mm glass bulb containing no plastic parts, and
having a temperature rating of 155°F (68°C). Cover plate
assembly shall consist of a brass cover plate and copper
alloy retainer flange. Method of attaching the cover plate
to the sprinkler cup shall be a push-on and thread-off
design allowing a ½" cover plate adjustment. Cover
plate temperature rating shall be 135°F (57°C). A plastic
protective cap shall be p rovided and factory installed
inside the sprinkler cup to protect the sprinkler from
damage, which could occur during construction before
the cover plate is installed. Standard cover plate fini sh:
[White] [Custom Color-specify]. ]. Concealed pendent
sprinklers shall be Reliable Model F1 Res 30, 49 & 58
CCP, SIN R351 1, R3516 & R3513 (Bulletin 135).
Model F1 RES 40 and F1 Res 44 Horizontal Sidewall
Residential Sprinkler Specifications
Model F1 Res 40 Horizontal Sidewall Sprinkler
Sprinklers shall be [cULus Listed] [New York City MEA
Approved (258-93-E)] low flow residential horizontal
sidewall sprinklers engineere9 to provide a minimum
design density of 0.05 gpm/ft over the listed coverage
area. Listed flows as specified by the manufacturer's
technical data sheets are to be used. Residential
sprinklers shall be installed in conformance with the
manufacturer's installation guidelines and the applicable
installation standard. Where horizontal sidewall
residential sprinklers are installed under sloped ceilings
having a pitch from [ 4/12] to [8/12), the sprinklers shall be
listed for such use. Sprinkler frame and deflector shall be
of bronze frame construction having a ½" NPT thread.
Water seal assembly shall consist of a Teflon-coated
Belleville spring washer with top-loaded extruded or cold
head cup with 3 mm glass bulb containing no plastic
parts, and having a temperature rating of [1 55°F (68°C)]
[175°F (79°C)]. Sprinklers shall have a nominal K-factor of
4.0 (57.1 ). Standard finish: [Bronze] [Chrome-plated]
[White Polyester] [Special finish-specify]. Residential
horizontal sidewall sprinklers shall be Reliable Model F1
Res 40, SIN R3538 (Bulletin 135).
11.
Model F1 Res 40 Recessed
Horizontal Sidewall Sprinkler
Use description for the Model F1 Res 40 horizontal
sidewall sprinkler with the following modifications: Replace
"horizontal sidewall sprinkler" with "recessed horizontal
sprinkler." Add: Recessed escutcheon assembly shall be
a steel, two-piece escutcheon with ½" adjustment (Model
F2). Standard finish shall be [brass][bright chrome] [white
painted] [Special finish-specify]. Residential recessed
horizontal sidewall sprinklers shall be Reliable Model F1
Res 40/F2, SIN R3538 (Bulletin 135).
Model F1 Res 44 Horizontal Sidewall Sprinkler
Sprinklers shall be [cULus Listed] [New York City MEA
Approved (258-93-E)] low flow residential horizontal
sidewall sprinklers engineered to provide a minimum
design density of 0.05 gpm/ft2 over the listed coverage
area. Listed flows as specified by the manufacturer's
technical data sheets are to be used. Residential
sprinklers shall be installed in conformance with the
manufacturer's installation guidelines and the
applicable installation standard. Where horizontal
sidewall residential sprinklers are installed under sloped
ceilings having a pitch from [ 4/12] to [8/12], the
sprinklers shall be listed for such use. Sprinkler frame
and deflector shall be of bronze frame construction
having a½" NPT thread. Water seal assembly shall
consist of a Teflon-coated Belleville.spring washer with I
top-loaded extruded or cold head cup with 3 mm glass
bulb containing no plastic parts, and having a
temperature rating of [155°F (68°C)] [1 75°F (79°C)].
Sprinklers shall have a nominal K-factor of 4.4 (62.8).
Standard finish: [Bronze] [Chrome-plated] [White
Polyester] [Special finish-specify]. Residential
horizontal sidewall sprinklers shall be Reliable Model F1
Res 44, SIN R3531 (Bulletin 135).
Model F1 Res 44 Recessed
Horizontal Sidewall Sprinkler
Use description for the Model F1 Res 44 horizontal
sidewall sprinkler with the following modifications:
Replace "horizontal sidewall sprinkler" with "recessed
horizontal sprinkler." Add: Recessed escutcheon
assembly shall be a steel, two-piece escutcheon with ½"
adjustment (Model F2). Standard finish shall be
[brass][bright chrome] [white painted] [Special finish-
specify]. Residential recessed horizontal sidewall
sprinklers shall be Reliable Model F1 Res 44/F2, SIN
R3531 (Bulletin 135).
Model F1 Res 76 Pendent
Sprinklers shall be [ cULus Listed] low flow residential
pendent sprinklers engineere,Q to provide a minimum
design density of 0.05 gpm/ff over the listed coverage
area. Listed flows as specified by the manufacturer's
technical data sheets are to be used. Residential
sprinklers shall be installed in conformance with the
manufacturer's installation guidelines and the applicable
installation standard. Sprinkler frame and deflector shall be
of bronze frame construction having a ¾" NPT thread.
Water seal assembly shall consist of a Teflon-coated
Belleville spring washer with machined or cold head cup
with 3 mm glass bulb containing no plastic parts, and
having a temperature rating of [155°F (68°C)] [175°F
(79°C)]. Sprinklers shall have a nominal K-factor of 7.6.
Standard finish: [Bronze] [Chrome-plated] [White
Polyester] [Special finish-specify]. Residential pendent
sprinklers shall be Reliable Model F1 Res 76, SIN R7618
(Bulletin 135).
Model F1 Res 76 Recessed Pendent/F1,
Model F1 Res 76 Recessed Pendent/F2,
Model F1 Res 76 Recessed Pendent/FP
Sprinklers shall be [ cULus Listed] low flow residential
recessed pendent sprinklers engineer~d to provide a
minimum design density of 0.05 gpm/ft over the listed
coverage area. Listed flows as specified by the
manufacturer's technical data sheets are to be used.
Residential sprinklers shall be installed in conformance
with the manufacturer's installation guidelines and the
applicable installation standard. Sprinkler frame and
deflector shall be of bronze frame construction having a
¾" NPT thread. Water seal assembly shall consist of a
Teflon-coated Belleville spring washer with machined or
cold head cup with 3 mm glass bulb containing no
plastic parts, and having a temperature rating of [155°F
(68°C)] [175°F (79°C)]. Sprinklers shall have a nominal
K-factor of 7 .6. Standard f inish: [Bronze]
[Chrome-plated] [White Polyester] [Special finish-
specify]. Recessed escutcheon assembly shall be a
steel, two-piece escutcheon [with ½" adjustment (Model
F2)] [with ¾" adjustment (Model F1 )] [of push-on and
thread off design with ½" adjustment (Model FP)].
Standard finish shall be [brass][bright chrome] [white
painted]. Residential recessed pendent sprinklers shall
be Reliable [Model F1 Res 76 Recessed Pendent/F1]
[Model F1 Res 76 Recessed Pendent/F2] [Model F1 Res
76 Recessed Pendent/FP] SIN R7618 (Bulletin 135).
Model F1 Res 76 CCP Pendent (Concealed)
Sprinklers shall be [ cULus Listed] low flow residential
concealed sprinklers engineered to provide a minimum
design density of 0.05 gpm/tt2 over the listed coverage
area. Listed flows as specified by the manufacturer's
technical data sheets are to be used. Residential sprinklers
shall be installed in conformance with the manufacturer's
installation guidelines and the applicable installation
standard. Sprinkler frame and deflector shall be of bronze
frame construction having a¾" NPT thread. Water seal
assembly shall consist of a Teflon-coated Belleville spring
washer with machined or cold head cup with 3 mm glass
bulb containing no plastic parts, and having a temperature
rating of 155°F (68°C). Cover plate assembly shall consist
of a brass cover plate and copper alloy retainer flange.
Method of attaching the cover plate to the sprinkler cup
shall be a push-on and thread-off design allowing a ½"
cover plate adjustment. Cover plate temperature rating
shall be 135°F (57°C). A plastic protective cap shall be
provided and factory installed inside the sprinkler cup to
protect the sprinkler from damage, which could occur
during construction before the cover plate is installed.
Standard cover plate finish: [White] [Custom Color-
specify]. ]. Concealed pendent sprinklers shall be Reliable
Model F1 Res 76 CCP, SIN R7618 (Bulletin 135).
The equipment presented in this bulletin is to be installed in accordance with the latest pertinent Standards of the National Fire Protection Association, Factory Mutual Research
Corporation, or other similar organizations and also with the provisions of governmental codes or ordinances, whenever applicable.
Products manufactured and distributed by RELIABLE have been protecting life and property for over 80 years, and are installed and serviced by the most highly qualified and reputable
sprinkler contractors located throughout the United States, Canada and foreign countries.
Manufactured by
Reliablel The Reliable Automatic Sprinkler Co., Inc.
(800) 431-1588 Sales Offices
(800) 848-6051 Sales Fax
(914) 829-2042 Corporate Offices
www.reliablesprinkler.com Internet Address
a\ Recycled W Paper
Revision lines indicate updated or new data.
EG. Printed in U.S.A. 06/08 PIN 9999970235
P.O. Box 3365 South El Monte, CA 91733 626.444.0541 Fax 626.444.3887 www.Afcon.org
510
CPVC-STEEL-COPPER
HANGER
SIZE -3/4" thru 3" pipe.
MATERIAL -Carbon Steel.
FINISH -Mil. Galvanized.
LISTING/APPROVAL-
c@us 203 -EX 4231, EX 2551
e,
FUNCTION -To suppo1t horizontal piping -CPVC, Copper or Steel.
Hanger in listed mounting positions -Top, Bottom or Side.
Also, provides stability on vertical piping.
INSTALLATION -PerNFPA 13, 13R, 13D and CPVC manufacturers
instructions on top, bottom or side of building element. Space by pipe type.
SPECIAL NOTE: When installing on CPVC sprinkler system pipe:
Verify that all assembly components are cleaned of any surface oil.
FASTENERS -UL Listed per NFPA 13
in WOOD:
3/4" -3" CPVC pipe -#905 screw -no pre-drill.
3/4" -3" Copper pipe -#905 screw -no pre-drill.
3/4" -3" Steel pipe -1/4"xll/2" lag screw -no pre-drill.
in STEEL -min. I 8 GA.
3/4" -3" CPVC pipe -1/4" or #14 Tek Screw.
3/4" -3" Copper pipe -1/4" or #14 Tek Screw.
3/4" -3" Steel pipe -J /4" or# I 4 Tek Screw.
FEATURES * Offset edge eliminates abrasion.
* Retainer dimples secure hanger to pipe during installation.
* Required AFCON #905 screw has 5/16" hex head -included.
ORDERING -Part # and pipe size.
*CAN ALSO BE USED TO REPLACE -#500 Pipe Strap
#520 Tin Strap
o Hanger
0
.__o___,=-~" Stabilize -Only
Specific AFCON products are exclusively designed to be com~liblc ONLY with other AFCONproducts including parts and fasteners. resulting in a listed sway brace, restrainer or hanger assembly.
Be advised the following warranty res1riction will apply. OISCLAIJ\.t"ER -AFCON will NOT warrant against the failure of its products when used in combination with other products. parts or systems
not manufactured or sold by AFCON. A FCON shall NOT be liable under 3ny circumstances whatsoever for any direct or indirect, incidental or consequential damages of any kind. including but not
limired to loss of business or profit, when non-AFCON products have been, or are used.
2/08
P.O. Box 3365 South El Monte, CA91733 626.444.0541 Fax 626.444.3887 www.Afcon.org
511
SIDE MOUNT
CPVC -COPPER
HANGER
SIZE -3/4" thru 2" pipe.
MATERIAL-Carbon Steel.
FINISH -Mil. Galvanized.
LISTING/APPROVAL-
C)
c@us 203 -EX 4231, EX 2551
FUNCTION -Hanger on CPVC and Copper pipe.
INSTALLATION -Per NFPA 13, 13R, 13D and CPVC
manufacturers instructions on top or bottom of beam.
Space by pipe type
SPECIAL NOTE: When installing on CPVC sprinkler system pipe:
Verify that all assembly components are cleaned of any surface oil.
FASTENERS -UL Listed per NFPA 13.
in WOOD:
3/4" -2" CPVC pipe -#905 screw -no pre-drill.
3/4" -2" Copper pipe -#905 screw -no pre-drill.
in STEEL-min. 18 GA.
3/4" -2" CPVC pipe -1/4" or # 14 Tek Screw.
3/4" -2" Copper pipe -1/4" or #14 Tek Screw.
FEATURES
* Offset edge eliminates abrasion.
* Retainer dimples secure hanger to pipe during installation.
* Required AFCON #905 screw has 5/16" hex head -included.
ORDERING -Part# and pipe size.
()
Hanger -Wood Stud
~ ___ 11
II
II
II
---IJ--1---<U-----
Side View -For
Drawings Below
Hanger -Metal Stud
Specific A.FCON products are exclusively designed to be compatible ONLY with other AFCON products including pans and fasteners, resulting in a listed sway brace, restrainer or hanger assembly.
Be ad\·istd the following warranty restriction will apply. DISCLAIMER ~ AFCONwill NOT warrant against the failure of its products when used in combination with otller products. parts or systems
not manufactured or sold by AFCON. AFCON shall NOT be liable under any circumstances whatsoever for any direct or indirect, incidental or consequential damages of any kind, including but not
limited to loss of business or profit, when non•AFCON products have been, or are used.
2/08
P.O. Box 3365 South El Monte, CA 91733 626.444.0541 Fax 626.444.3887 www.Afcon.org
513
CPVC-STEEL-COPPER
HANGER
SIZE -3/4" thru 2" pipe.
MATERIAL -Carbon Steel.
FINISH -Mil. Galvanized.
LISTING/APPROVAL-
c@.. 203 -EX 4231, EX 2551
FUNCTION -To support horizontal piping -CPVC, Copper or Steel.
Tab up = Hanger.
INSTALLATION -Per NFPA 13, l 3R and 13D on
side or top of beam. Space by pipe type.
SPECIAL NOTE: When lnstaUiog on CPVC sprinkler system pipe:
Verify that all assembly components are cleaned of any surface oil.
FASTENERS -UL Listed per NFPA 13.
in WOOD:
3/4" -2" CPVC pipe -#905 screw -no pre-drill.
3/4" -2" Copper pipe -#905 screw -no pre-drill.
3/4" -2" Steel pipe -1/4"xl 1/2" lag screw -no pre-drill.
FEATURES
* Offset edge eliminates abrasion. * Required AFCON#905 screw has 5/16" hex head -included.
ORDERING -Part # and pipe size.
Hanger
Specific A FCON products arc exclusively designed to be corn~tiblc ONLY with other A FCON products including parts and fasteners. resulting in a hstC":d sway brace. restrainer or hanger assembly.
Be advlud the following warranty rcs1riction will ap11ly. DISCLAIM£R -A FCON will NOT warront ago inst the failure of its produces when used in combination wi1h other products, paru or systems
not manufactured or sold by AFCON. A FCON shall NOT be liable under any circumstances whatsoever for any direct or ind ire-cl, incidental or consequential damages of any kind, including but nol
limited to loss of business or profit, when non•AFCON products have been. or arc used.
2/08
P.O. Box 3365 South El Monte, CA 91733 626.444.0541 Fax 626.444.3887 www.Afcon.org
514
OFFSET CPVC HANGER
SIZE -3/4" thru 3"pipe.
MATERIAL -Carbon Steel.
FINISH -Mil. Galvanized ..
LISTING/APPROVAL-
c@us 203 -EX 4231, EX 2551
PATENT -No. 6,648,278.
FUNCTION -3/4"-2" Hanger/restrainer for horizontal CPVC, Copper or Steel pipe.
Listed hanger/restrainer in all 3 mounting positions, i.e. vertical surface and both top and
bottom of horizontal surface. Provides listed vertical/lateral restraint and prevents upward
movement of pipe that supplies a pendent sprinkler below a ceiling.
Size 2 ½" Hanger for horizontal CPVC pipe. Listed hanger in all 3 mounting positions.
Size 3"
i.e. vertical surface and both top and bottom of horizontal surface.
Hanger for horizontal CPVC pipe in two mounting positions, side and bottom.
i.e. vertical surface and bottom of horizontal surface.
Stabilizes vertical piping by providing horizontal restraint.
INSTALLATION -PerNFPA 13, 13Rand 13D. t Space by pipe type. Install on wood, concrete or steel -See Drawings.
Snap over pipe then squeeze strap back allowing pipe to slide freely.
When #905 threads are exposed in wood, install #906 backing nut.
SPECIAL NOTE: When instolling on CPVC sprinkler system pipe:
--Listed Restraint
Verify that all assembly components arc cleaned of any surface oil.
FASTENERS -UL Listed per NFPA 13
WOOD -3/4" -3" CPVC pipe -#905 screw-no pre-drill.
3/4" -2" Copper pipe -#905 screw-no pre-drill.
3/4" -2" Steel pipe -l/4"xl 1/2" lag screw -no pre-drill.
Thru 5/8" gypsum board -1/4" x 2" lag screw.
STEEL-min. 18 GA. -3/4" -3" CPVC pipe -1/4" or #14 Tek Screw.
3/4" -2" Copper pipe -l/4" or #14 Tek Screw.
3/4" -2" Steel pipe -1/4" or #14 Tek Screw.
CONCRETE: Required minimum load each fastener= 5(wt)+ 250/bs.
2
FEATURES
* 1 l/2" Offset -loose fit allows pipe to slide.
* 3/4" and I" pipe size made with common center-line.
* Patented design for superior strength.
* Offset edge eliminates abrasion.
* AFCON #905 screw has 5/16" hex head -included.
ORDERING -Part # and pipe size.
AFCON #906 backing nut sold separately.
3/4" thru 2"
v'
I .
"I> ./>
_t_
Listed Restraint
314" thru 2"
SpocificAFCON products are exclusively designed to be compatible ONLY with other AFCON products including parts and fasteners. resulting in a listed sway brace, restrainer or hanger assembly,
Be advised the following warranty restriction will apply. DISCLAIMER. AFCON will NOT warrant against the failure or its products when used in combination with other products. pans or systems
not manufactured or sold by A FCON. A FCON shall NOT be liable under any circumstances whatsoever for any direct or indirect, incidental or consequential damages of any kind, including but not
limited to loss of business or profit, when non-AFCON products have been, or are used.
6/08
Pipe
Manufactured for Viking SupplyNet by Viking Plastics, LLC (Huntsville, Alabama USA.)
Size I Part Number
3/4" 34PIPE
1· lPIPE
1-1/4" 114PIPE
1-1/2" 112PIPE
2· 2PIPE
2-1/2" 212PIPE
3· 3PIPE
BlazeMaster® CPVC fittings are manufactured/supplied for Viking SupplyNet by NIBCO, Inc.
Standard Fittings
Tee
Size I Part Number
3/4" VS0ll-007
1. V5011 -010
1-1/4. VS0ll-012
1-1/2" VSOll-015
Reducing Tee
Size I Part Number
3/4"x3/4"x1" V5011R-102
1 "x3/4"x3/4' V5011 R-125
1 "x3/4"x1 • V5011R-126
1 "xl "x3/4" V5011 R-131
l-1/4"x1 "x3/4" V5011 R-157
1-1/4"x1 "xl • V5011 R-15B
1-1/4"x1 "xl-1/4" VSOllR-159
1-1/4"x 1-1/4"x3/4" VSOllR-167
1-1/4"x1-1/4"x1" VS011 R-168
1-1/4"x1-1/4"x1 -1/2" VSOllR-169
1-1/2"x1-1/4 "x3/4 • VSOl lR-201
1-1/2"x1-1/4"x1" V5011 R-202
1-1/2"x 1-1/2"x3/4 • VS0llR-210
1-1/2"x1-1/2"x1" V5011 R-211
I Bag Qty
240 ft
150 ft
105 ft
75 ft
60 ft
30 ft
15 ft
I Box Qty Size I Part Number I Box Qty
250 Tee <continued)
100 2· VSOll-020 2
25 2-1/2" V5011-025 1
25 3• VSOll-030 1
I Box Qty Size I Part Number I Box Qty
10 Reducing Tees <continued>
100 1-1/2"x1-1/2"x1-1/4" V5011 R-212 5
10 1-1/2"x 1-1/2"x2" VS011 R-213 s
100 2"x2"x3/4" V5011R-248 2
5 2"x2"x1· V5011 R-249 10
25 2"x2"x1-1/4" V5011 R-250 2
5 2·x2·x 1-1/2" V5011 R-251 2
25 2-1/2"x2-1/2"x 1 • V5011R-2B9 1
25 2-1/2"x2-1/2"x1-1/4 • V5011R-290 1
5 2-1/2"x2-1/2"x 1-1/2" VSOllR-291 1
5 2-1/2"x2-1/2"x2" VSOllR-292 1
5 3"x3"x 1-1/2" VSOllR-337 1
25 3"x3"x2" VSOl lR-338 1
25 3"x3"x2-1/2" VSOllR-339 1
www.vikinggroupinc.com Refer to manufacturer's DESIGN AND INSTALLATION GUIDE for technical specifications and installation instructions.
Standard Fittings continued from Page 1
90° Elbow Size I Part Number I Box Qty Size I Part Number I Box Qty
3/4" VS00?-007 250 90° Elbow <continued)
1· VS00?-010 IO0 2-1/2" VS00?-025 1
1-1/4" VS00?-012 25 3· VS00?-030 1
1-1/2" VS00?-015 25 1 • X 3/4" VS00?R-131 100
2" VS00?-020 10
45° Elbow Size I Part Number I Box Qty Size I Part Number I Box Qty
3/4" V5006-007 250 45° Elbow <continued)
1. V5006-010 100 2" V5006-020 2
1-1/4" V5006-012 5 2-1/2" V5006-025 1
1-1/2" V5006-015 5 3" V5006-030 1
Cross Size I Part Number I Box Qty Size I Part Number I Box Qty
3/4" V5035-007 10 Cross (continued>
1" V5035-010 100 2-1/2" V5035-025 4
1-1/4" V5035-012 5 3· V5035-030 1
1-1/2" V5035-015 6 1 ·x1 "x3/4"x3/4" V5035R-131 10
2" V5035-020 4
Coupling Size I Part Number I Box Qty Size I Part Number I Box Qty
3/4" VS0Ol-007 250 Coupling (continued)
1· VS0Ol-010 100 2" VS00l-020 10
1-1/4" V5001-012 25 2-1/2" VS00l-025 1
1-1/2" VS0Ol-015 25 3· VS00l-030 1
Reducing Coupling s,ze I Part Number I Box Qty Size I Part Number I Box Qty
1" X 3/4" VS0OlR-131 IO Reducing Coupling (continued>
1-1/4"x 1· VS00lR-168 5 1-1/2"x 1-1/4" VS00lR-212 5
1-1/2" X 3/4" VS00lR-210 5 2" X 1" VS00l R-249 2
1-1/2" X 1" VS0OlR-211 5 2" X 1-1/2" VS00l R-251 2
Bushing Size I Part Number I Box Qty Srze I Part Number I Box Qty
1"x3/4" V5018-131 100 Bushing <continued)
1-1/4" X 3/4" V5018-167 25 2"x 1-1/4" VS018-250 2
1-1/4"x 1" V5018-168 25 2" X 1-1/2" V5018-251 2
1-1/2" X 3/4" V5018-210 5 2-1/2" X 1-1/4" V5018-290 1
1-1/2" X 1 • V5018-211 25 2-1/2" X 1-1/2" V5018-291 1
1-1/2" X 1-1/4" V5018-212 25 2-1/2" X 2" V5018-292 1
2" X 3/4" V5018-248 2 3" X 2" V5018-338 1
2" X 1" V5018-249 2 3" X 2-1/2" V5018-339 1
Cap Size I Part Number I Box Qty Size I Part Number I Box Qty
3/4" V5017-007 250 Cap <continued>
1· V5017-010 100 2" V5017-020 2
1-1/4" V5017-012 5 2-1/2" V5017-025 1
1-1/2" V5017-015 5 3" V5017-030 1
www.vikinggroupinc.com
Sprinkler Head Adapters
1 • X 1/2" V5003SBT-130 50
* Brass starter thread molded into plastic, virtually diminating aoss-threading.
Female Sprinkler Head
Adapter with Metal
Spigot Female Sprinkler
Head Adapter with Metal
Thread Insert
Sprinkler Head 90 with
Metal Thread Insert
Sprinkler Head Tee with
Metal Thread Insert
Sprinkler Head Back to
Back Cross with Metal
Back to Back Tee with
Metal Threads Insert
Test Plug
Size I Part Number I Box Qty
3/4" X 1/2" V50035B1-101 100
1 • X 1/2" V5003SBl-130 50
1" X 3/4" V5003SBI-131 10
3/4" X 1/2" V50032SBl-101 100
1" X 1/2" V50032SBl-130 50
Size I Part Number I Box Qty
3/4" X 1/2" V50073SBl-101 100
1" X 1/2" V50073SBl-130 50
1" X 3/4" V50073SBI· 131 10
1-1/4" X 1/2" V50073SBl-166 5
Size I Part Number I Box Qty
rx1·x1· VS012SBl-010 so
3/4"x3/4"x1/2" VS012SBl-101 10
1·x1·x1/2" V5012SBl-130 so
1-1/4"xl -1/4"x1/2" VS012SBl-166 s
1-1/2"x 1-1/2"x1/2" V50125B1-209 5
2"x2"x1/2" VS012SBl-247 2
V50353SBIL-130
1/2"x1/2"x1" 1-1/8" V501133SBIS-075 48
1/2"x 1/2"x1" 1-15/16" V501133SBIL-075 48
~41d!Mii•f.l·,
1/2" I V450-005 7 50
Size I Part Number I Box Qty
Sprinkler Head Tee w/Metal Thread Inserts (continued>
1"x3/4"x1/2" V5012RSBl-124 10
1-1/4"x1 "xl/2" VS012RSBl-156 s
1-1/2"x 1-1/4 ·x 1/2" VS012RSBl-199 s
2"x1-1/2"xl/2" VS012RSBl-237 2
1"x1/2"x1"* V5014RSBl-122' 10
'Socket x FIPT x Socket
wwv;.vikinggroupinc.com
Transition Fittings
Female Adapter with
Metal Thread Insert
Spigot Female Adapter
with Metal Thread Insert
Male Adapter with
Metal Thread Insert
Grooved Coupling
Adapter
Standard Union
Accessories
Solvent Cement
Dauber
Quart VS097Q
Pint V5097P
Small V5093-S
Large V5093-L
Size
3/4"
1"
1-1/4"
Size
3/4"
1"
Size
3/4"
1"
1-1/4"
Size
1-1/4.
1-1/2"
2"
Size
3/4"
1"
1-1/4"
1-1/2"
12
12
100
100
I Part Number I Box Qty
V5003Bl-007 10
V5003BI-010 so
V5003BI-012 5
I Part Number I Box Qty
V50032BI-007 10
VS0032BI-010 10
I Part Number I Box Qty
VS004Bl-007 10
V5004BI-010 10
V5004BI-012 5
I Part Number I Box Qty
VS00lG-012 30
VS00l G-015 25
VS00lG-020 15
I Part Number I Box Qty
VS033E-007 1
V5033E-010 1
V5033E-012 1
V5033E-015 1
Roller
Refer to manufacturer's DESIGN AND INSTALLATION GUIDE for technical specifications and installation instructions.
c@us ~@
Size I Part Number I Box Qty
Female Adapter w/Metal Thread Inserts (continued>
1-1/2" V5003B1-015 s
r V5003B 1-020 2
Size I Part Number I Box Qty
Male Adapter w/Metal Thread Inserts <continued>
1-1/2" V5004BI-015 5
2" V5004BI-020 2
Size I Part Number I Box Qty
Grooved Coupling Adapter (continued)
2-112· VS00lG-025 10
3" VS00lG-030 8
Size I Part Number I Box Qty
Standard Union (continued>
2"
2-1/2"
3·
V5033E-020 1
V5033E-025 1
V5033E-030 1
1MIMIIHM·,
VS097 I 24
www.vikinggroupinc.com
September 2010
No. 113b
CARLSBAD FIRE DEPARTMENT
Fire Prevention Division
1635 Faraday Avenue -Carlsbad, CA 92008
760.602.4665
WATER AVAILABILITY FORM
SECTION A: TO BE COMPLETED BY CUSTOMER
PROJECT NAME: .....:Q=u=-=a:.:..rr:...,y.....:C=r-=-ee=k"------------------SR#: _____________ _
PROJECT ADDRESS:
PHONE: ( 9Sl) 667-4220 (NP Mechanical, Inc.}
Largest Building (ft.2): __________ _
(Assigned upon plan submittal)
CITY: Carlsbad
FAX NUMBER: ( 951) -=6=67.:....-....:.4=21=-=6'----------
Sprinkled? _____ _ Construction Type: ______ _
SECTION B: TO BE COMPLETED BY LOCAL WATER COMPANY. CUSTOMER TO PROVIDE RESULTS TO CFO.
Water Purveyor: ....,C'-'-ity=.L...Co:..:.f.....:C=a:.:..rl=s=-ba=-d"'----------------------------
location of test (reference map required): __ S=-e=e=-a=-t=t=-ac=h=e=d:.:... ________________ _
TEST INFORMATION IS VALID FOR 6 MONTHS FROM DATE PERFORMED
Flow Test Results
Static pressure: 94 PSI Hydrant Number (if applicable): New
Elevation of test: 114 Feet Main Size: 12 INCH
Pressure Zone: 330 Feet Date/lime of Test: I
Pitot Tube Reading: PSI Corresponding Flow: GPM
Total Flow: 3 750 GPM Residual Pressure 85 PSI
At peak demand, this water system is capable of providing a fire flow discharge at 20 psi in excess of 8,000 gpm.
However, this flow exceeds the District's maximum pipeline velocity of 10 fps. The maximum fire flow that meets both
the velocity and pressure criteria is 3,750 gpm. No specific fire flow was provided for testing.
Note: If the water availability information was obtained in a manner other than a flow test (i.e. computer
modeling), fill out the information above as applicable and check here:.!
Eng. lie. No. (if applicable):~C_6~96_0_6 ______ _
Date: 03/21/2019
I
Location
N ±
Marron Road
Legend
• w_Hydrant
Pipe
ZONE
-330
-446
-sao
Quarry Creek -Fire Flow Analysis