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- . Fire Protection by Computer Design
Kelly Fire Protection
10141 Theseus Dr.
Huntington Beach Ca 92646
714-907-7586
Job Name
MANAVI RESIDENCE
Building
411 IRVINE AVE NEWPORT BEACH CA
Location
2ND FLOOR GAME AREA
System
1
Contract
2021
Data File
Manavi Residence Newport Beach KFP.WXF
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Keliy Fire Protection
MANAVI RESIDENCE
HYDRAULIC DESIGN INFORMATION SHEET
Page 1
Date 9-2-2021
Name - MANAVI RESIDENCE Date - 9-2-2021
Location - 2ND FLOOR GAME AREA
Building - 411 IRVINE AVE NEWPORT BEACH CA System No. - 1
Contractor - KELLY FIRE PROTECTION Contract No. - 2021
Calculated By - S,K. Drawing No. -
Construction: (X) Combustible ( ) Non -Combustible Ceiling Height LOFT
OCCUPANCY - R-3
S Type of Calculation: ( )NFPA
Y Number of Sprinklers Flowing:
S ( )Other
T ( )Specific Ruling
E
13 Residential
( )1 (X)2
Made by
( )NFPA 13R (X)NFPA 13D
( )4 ( )
Date
M Listed Flow at Start Point
- 31.424Gpm
System Type
Listed Pres. at Start Point
- 64 Psi
(X) Wet ( ) Dry
D MAXIMUM LISTED SPACING 16
x 16
( ) Deluge ( ) PreAction
E Domestic Flow Added
- Gpm
Sprinkler or Nozzle
S Additional Flow Added
- 5 Gpm Make
SENJU Model SS8464
I Elevation at Highest Outlet
- 23 Feet Size
.5 K -Factor 4.9
G Note:
Temperature Rating 162
N
S Elevation -
Calculation Gpm Required 31.424
Psi Required 44.670 At Test
Summary C -Factor Used:
Overhead 150
Underground 150
W Water Flow Test:
Pump Data:
Tank or Reservoir:
A Date of Test -
8-19-2021
Rated Cap.
Cap.
T Time of Test -
11AM
@ Psi
Elev.
E Static (Psi) -
64
Elev.
R Residual (Psi) -
60
Other
Well
Flow (:Gpm) -
787
Proof Flow Gpm
S Elevation -
P Location: 600 CLAY ST NEWPORT BEACH CA
P
L Source of Information: NEWPORT BEACH UTILITIES DEPARTMENT
Y
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
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' Pressure / Flow Summary - STANDARD
Kelly Fire Protection Page 4
MANAVI RESIDENCE Date 9-2-2021
Node Elevation K -Fact Pt Pn Flow Density Area Press
1
20.0 4.9
7.1
no
13.06 0.05 256 7.1
2
20.0 4.9
7.44
no
13.37 0.05 256 7.1
3
20.0
7.92
no
4
20.0
10.37
no
5
10.0
16.64
no
6
10.0
18.86
no
7
10.0
19.63
no
TR
5.0
23.16
no
SR
3.0
27.48
no
D1.
1.0
30.4
no
5.0
u1
-1.0
31.83
no
M
-2.0
32.48
no
so
-3.0
44.67
no
The maximum velocity is 12.96 and it occurs in the pipe between nodes M and SC
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Final, Calculations - Hazen -Williams
Kelly Fire Protection Page 5
MANAVI RESIDENCE Date 9-2-2021
Hyd. Oa Dia. Fitting Pipe Pt Pt
Ref. "G' or Ftng's Pe Pv *****"* Notes ******
Point Qt Pf/Ft Eqv. Ln. Total Pf Pn
1 13.06 1.101 2N 14.0 11.500 7.100 K Factor = 4.90
to 150.0 R 1.0 15.000 0.0
3 13.06 0.0309 0.0 26.500 0.819 Vel = 4.40
0.0
7.919 K
2
13.37
1.101
N
7.0
2.750
7.443
K Factor = 4.90
to
150.0
150.0
O
5.0
12.000
0.0
26.42
0.1139
3
13.37
0.0323
1.367 Vel = 8.90
0.0
14.750
0.476
Vel =
4.51
3
13.05
1.101
2R
2.0
19.500
7.919
2.000
3.866 * * Fixed Loss = 3
to
26.42
150.0
150.0
0.0
2.000
0.0
0.866
4
26.42
0.1139
0.2224
0.0
21.500
2.449
Vel =
8.90
4
0.0
1.101
N
7.0
10.000
10.368
31.826
to
to
150.0
150.0
0.0
7.000
4.331
0.433
5
26.42
0.1139
0.0089
0.0
17.000
1.937
Vel =
8.90
5
0.0
1.101
2N
14.0
3.500
16.636
32.477
to
to
150.0
2R
2.0
16.000
0.0
4.433
' ` Fixed Loss = 4
6
26.42
0.1139
0.0
19.500
2.221
Vel =
8.90
6
0.0
1.101
O
5.0
1.750
18.857
to
150.0
0.0
5.000
0.0
7
26.42
0.1139
0.0
6.750
0.769
Vel =
8.90
7
0.0
1.101
N
7.0
5.000
19.626
to
150.0
0.0
7.000
2.166
TR
26.42
0.1139
0.0
12.000
1.367 Vel = 8.90
TR
0.0
1.101
Fsp
0.0
2.000
23.159
to
1.025
150.0
2R
2.0
2.000
3.866 * * Fixed Loss = 3
BR
26.42
0.1138
150.0
0.0
4.000
0.455 Vel = 8.90
BR
0.0
1.025
S
6.75
2.000
27.480
to
150.0
Mae
4.0
10.750
0.866
D1
26.42
0.1614
0.0
12.750
2.058
Vel =
10.27
D1
5.00
1.025
Xad
0.5
2.000
30.404
Qa =
5.00
to
150.0
0.0
0.500
0.866
U1
31.42
0.2224
0.0
2.500
0.556
Vel =
12.22
U 1
0.0
1.985
Xaa
3.5
21.000
31.826
to
150.0
0.0
3.500
0.433
M
31.42
0.0089
0.0
24.500
0.218
Vel =
3.26
M
0.0
0.995
As
16.354
8.000
32.477
to
150.0
Cs
5.841
22.195
4.433
' ` Fixed Loss = 4
SC
31.42
0.2570
0.0
30.195
7.760
Vel =
12.95
0.0
31.42 44.670 K Factor = 4.70
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087