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... Fire Protection by Computer Design
Mike Bilka Fire Protection
114 Las Flores
Aliso Viejo, CA 92656
949-228-1192
Job Name Nowlan Residence Calc
Building
Location 2101 Highland Dr. Newport Beach, CA
System
Contract
Data File Nowlan Residence Ca(c.WXF
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Mike Bilka Fire Protection
Nowlan Residence Calc
HYDRAULIC DESIGN INFORMATION SHEET
Name - Nowlan Residence Calc Date - 1-11-19
Location - 2101 Highland Dr. Newport Beach, CA
Building - System No. -
Contractor - Mike Bilka Fire Protection Inc. Contract No. -
Calculated By - Mike Bilks Drawing No. -
Construction: (x) Combustible ( ) Non -Combustible Ceiling Height 13ft
OCCUPANCY - R3
Page 2
Date 1-11-19
S Type of Calculation: ( )NFPA
13 Residential
( )NFPA 13R (x)NFPA 13D
Y Number of Sprinklers Flowing:
( )1 (x)2
( )4 ( )
S ( )Other
Cap.
T Time of Test -
T ( )Specific Ruling
Made by
Date
E
94
Elev.
M Listed Flow at Start Point
- 13 Gpm
System Type
Listed Pres. at Start Point
- 7 Psi
(x) Wet ( ) Dry
D MAXIMUM LISTED SPACING 16
x 16
( ) Deluge ( ) PreAction
E Domestic Flow Added
- 5 Gpm
Sprinkler or Nozzle
S Additional Flow Added
- Gpm Make
Senju Model RC -RES
I Elevation at Highest Outlet
- 13 Feet Size
1/2" K -Factor 4.9
G Note:
Temperature Rating 162
N
Calculation Gpm Required
Psi Required
At Test
Summary C -Factor Used:
Overhead 150
Underground 150
W Water Flow Test:
Pump Data:
Tank or Reservoir:
A Date of Test -
1-2-19
Rated Cap.
Cap.
T Time of Test -
10am
@ Psi
Elev.
E Static (Psi) -
94
Elev.
R Residual (Psi) -
20
Other
Well
Flow (Gpm) -
1000
Proof Flow Gpm
S Elevation -
0
P Location: Hydrant located at 2114 Highland Dr.
P
L Source of Information: Newport Beach Public Utilities
Y
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
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Pressure / Flow Summary - STANDARD
Mike Bilks Fire Protection
Page
5
Nowlan Residence Calc
Date
1-11-19
Node Elevation K -Fact
Pt
Pn
Flow
Density
Area
Press
No.
Actual
Actual
Reg.
1 13.0 4.9
7.1
na
13.06
0.05
256
7.1
2 13.0 4.9
7.54
na
13.45
0.05
256
7.0
3 13.0
8.06
na
4 13.0
9.32
na
5 10.0
12.34
na
6 10.0
14.31
na
7 10.0
18.92
na
8 10.0
24.08
na
9 10.0
30.84
na
10 10.0
32.22
na
TOR 10.0
32.86
na
BOR 2.0
40.01
na
5.0
D1 -2.0
42.47
na
M1 -2.0
44.32
na
SC -2.0
56.1
na
The maximum velocity is 13 and it occurs in the pipe between nodes M1 and SC
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Final Calculations - Hazen -Williams
Mike Bilks Fire Protection Page 6
Nowlan Residence Calc Date 1-11-19
Hyd. Qa Dia. Fitting Pipe Pt Pt
Ref. "C" or Ftng's Pe Pv ******* Notes ******
Point Qt Pf/Ft Eqv. Ln. Total Pf Pn
1
13.06
1.101
2N
14.0
16.000
7.100
K Factor = 4.90
to
150.0
R
1.0
15.000
0.0
3
13.06
0.0309
0.0
31.000
0.958
Vel = 4.40
0.0
13.06
8.058
K Factor= 4.60
2
13.45
1.101
N
7.0
4.000
7.536
K Factor = 4.90
to
150.0
O
5.0
12.000
0.0
3
13.45
0.0326
0.0
16.000
0.522
Vel = 4.53
3
13.06
1.101
R
1.0
3.000
8.058
to
150.0
N
7.0
8.000
0.0
4
26.51
0.1146
0.0
11.000
1.261
Vel = 8.93
4
0.0
1.101
N
7.0
3.000
9.319
to
150.0
O
5.0
12.000
1.299
5
26.51
0.1146
0.0
15.000
1.719
Vel = 8.93
5
0.0
1.101
N
7.0
8.250
12.337
to
150.0
2R
2.0
9.000
0.0
6
26.51
0.1146
0.0
17.250
1.976
Vel = 8.93
6
0.0
1.101
61R
6.0
20.250
14.313
to
150.0
2N
14.0
20.000
0.0
7
26.51
0.1146
0.0
40.250
4.612
Vel = 8.93
7
0.0
1.101
O
5.0
22.000
18.925
to
150.0
4R
4.0
23.000
0.0
8
26.51
0.1146
2N
14.0
45.000
5.156
Vel = 8.93
8
0.0
1.101
O
5.0
38.000
24.081
to
150.0
2R
2.0
21.000
0.0
9
26.51
0.1146
2N
14.0
59.000
6.760
Vel = 8.93
9
0.0
1.394
2N
16.0
19.000
30.841
to
150.0
3R
3.0
19.000
0.0
10
26.51
0.0363
0.0
38.000
1.380
Vel = 5.57
10
0.0
1.394
2N
16.0
1.500
32.221
to
150.0
0.0
16.000
0.0
TOR
26.51
0.0363
0.0
17.500
0.635
Vel = 5.57
TOR
0.0
1.394
s
11.11
8.000
32.856
to
150.0
Fsp
0.0
11.110
6.465
* * Fixed Loss = 3
BOR
26.51
0.0363
0.0
19.110
0.694
Vel = 5.57
BOR
5.00
1.265
2Xaa
4.0
4.000
40.015
Qa = 5.00
to
150.0
Xar
0.989
4.989
1.732
D1
31.51
0.0802
0.0
8.989
0.721
Vel = 8.04
D1
0.0
1.394
N
8.0
29.000
42.468
to
150.0
0.0
8.000
0.0
M1
31.51
0.0500
0.0
37.000
1.850
Vel = 6.62
M1
0.0
0.995
As
16.354
6.000
44.318
to
150.0
Cs
5.841
22.195
4.500
* * Fixed Loss = 4.5
SC
31.51
0.2582
0.0
28.195
7.281
Vel = 13.00
0.0
31.51
56.099
K Factor= 4.21
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087