HomeMy WebLinkAboutF2021-0452 - CalcsHydraulil
California Fire Protection
647 Camino De los Mares
San Clemente, Ca 92673
949.770.5371
Job Name
Doyle Residence
Drawing
M. Bath
Location
1532 Keel Drive
Remote Area
2
Contract
1532
Data File
Design Area 2.WXF
Computer Programs by Hydratec Inc. Revision: 50.5520.727
California Fire Protection Page 1
Doyle Residence Date 9.23.21
HYDRAULIC DESIGN INFORMATION SHEET
Name - Doyle Residence Date - 9.23.21
Location - 1532 Keel Drive
Building - M.Bath System No. - 2
Contractor - California Fire Protection & Backflow Contract No. - 1532
Calculated By - California Fire Protection & Backflo Drawing No. - 1532
Construction: (X) Combustible ( ) Non -Combustible Ceiling Height
OCCUPANCY - Res. NFPA 13D
S Type of Calculation: ( )NFPA
13 Residential
( )NFPA 13R (X)NFPA 13D
Y Number of Sprinklers Flowing:
(X)1 ( )2
( )4 ( )
S ( )Other
84
R Residual (Psi) -
T ( )Specific Ruling
Made by
Date
E
M Listed Flow at Start Point
- 21 Gpm
System Type
Listed Pres. at Start Point
- 18.4 Psi
(X) Wet ( ) Dry
D MAXIMUM LISTED SPACING 20
x 20
( ) Deluge ( ) PreAction
E. Domestic Flow Added
- +5 Gpm
Sprinkler or Nozzle
S Additional Flow Added
- Gpm Make
Senju Model SS8464
I Elevation at Highest Outlet
- Feet Size
K -Factor 4.9
G Note:
Temperature Rating 162
N
Calculation Gpm Required 21.02
Summary C -Factor Used:
W Water Flow Test:
A Date of Test -
T Time of Test -
E Static (Psi) -
84
R Residual (Psi) -
20
Flow (Gpm) -
500
S Elevation -
P
L Source of Information:
Y
Psi Required 27.093
Overhead 150
Pump Data:
Rated Cap.
@ Psi
Elev.
Other
TEST
Underground 150
Tank or Reservoir:
Cap.
Elev.
Well
Proof Flow Gpm
Computer Programs by Hydratec Inc. Revision: 50.5520.727
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Flow Summary - NFPA
California Fire Protection Page 4
Doyle Residence Date 9.23.21
SUPPLYANALYSIS
Node at Static Residual Available
Source Pressure Pressure Flow Pressure Total Demand Required Pressure
TEST 75.6 18 500.0 75.357 26.02 46.082
NODE ANALYSIS
Pressure Discharge
Node Tag Elevation Node Type at Node at Node Notes
SRP1
9.6
4.9 18.4 21.02 0.05 400
EQ=1
10.0
18.45
H3
10.0
4.89 18.45 21.02 K=K @ EQ=1
4
10.0
20.0
5
10.0
20.55
6
10.0
20.73
7
10.0
20.95
8
10.0
21.38
1.1
10.0
19.57
1.2
10.0
20.94
TOR
10.0
22.03
BOR
2.0
27.09 5.0
UG1
-3.0
30.73
METE
-3.0
39.92
TEST
-3.0
46.08
Computer Programs by Hydratec Inc. Revision: 50.5520.727
Final Calculations: Hazen -Williams
California Fire Protection Page 5
Doyle Residence Date 9.23.21
Nodal Elev1 K Qa Nom Fitting Pipe CFact Pt
to or Ftngs Pe ****** Notes ******
Node2 Elev2 Fact Qt Act Eqiv Len Total Pf/Ft Pf
SRP1
9.600 4.90
21.02
1
N
2.5
0.500
150
18.400
to
2.500
-0.173
EQ=1
10
21.02
1.101
3.000
0.0743
0.223
Vel = 7.08
0.0
EQ=1
21.02
18.450
K Factor= 4.89
H3
10 4.89
21.02
1
O
6.0
9.000
150
18.450
K = K @ EQ=1
to
6.000
0.0
1.1
10
21.02
1.101
15.000
0.0746
1.119
Vel = 7.08
0.0
1.1
21.02
19.569
K Factor = 4 75
4
10
9.66
1
3R
5.1
21.250
150
19.999
to
2N
5.0
10.100
0.0
5
10
9.66
1.101
31.350
0.0177
0.555
Vel = 3.26
5
10
0.0
1
O
6.0
4.167
150
20.554
to
6.000
0.0
6
10
9.66
1.101
10.167
0,0177
0.180
Vel = 3.26
6
10
0.0
1
O
6.0
6.417
150
20.734
to
6.000
0.0
7
10
9.66
1.101
12.417
0.0177
0.220
Vel = 3.26
7
10
0.0
1
R
1.7
16.417
150
20.954
to
O
6.0
7.700
0.0
8
10
9.66
1.101
24.117
0.0177
0.427
Vel = 3.26
8
10
11.36
1
2N
5.0
3.750
150
21.381
to
5.000
0.0
TOR
10
21.02
1.101
8.750
0.0745
0.652
Vel = 7.08
0.0
TOR
21.02
22.033
K Factor = 4.48
4
10
-9.66
1
R
1.7
16.583
150
19.999
to
O
6.0
7.700
0.0
1.1
10
-9.66
1.101
24.283
-0.0177
-0.430
Vel = 3.26
1.1
10
21.02
1
6R
10.2
41.333
150
19.569
to
O
6.0
16.200
0.0
1.2
10
11.36
1.101
57.533
0.0239
1.375
Vel = 3.83
1.2
10
0.0
1
R
1.7
10.583
150
20.944
to
O
6.0
7.700
0.0
8
10
11.36
1.101
18.283
0.0239
0.437
Vel = 3.83
0.0
8
11.36
21.381
K Factor= 2A6
TOR
10
21.02
1
S
9.563
8.000
150
22.033
to
E
3.825
13.387
3.465
BOR
2
21.02
1.101
21.387
0.0746
1.595
Vel = 7.08
BOR
2 + 5.00
5.00
1
2E
5.4
4.000
150
27.093
to
5.400
2.166
LIG1
-3
26.02
1.025
9.400
0.1568
1.474
Vel = 10.12
UGI
-3
0.0
1
E
3.022
34.000
150
30.733
to
3.022
4.000
* * Fixed Loss = 4
METE
-3
26.02
1.049
37.022
0.1401
5.187
Vel = 9.66
METE
-3
0.0
1
34.000
150
39.920
to
0.0
TEST
-3
26.02
0.995
34.000
0.1812
6.162
Vel = 10.74
Computer Programs by Hydratec Inc. Revision: 50.5520.727
Final Calculations: Hazen -Williams
California Fire Protection Page 6
Doyle Residence Date 9.23.21
Node1 Elev1 K Qa Nom Fitting Pipe CFact Pt
to or Ftngs Pe ***** * Notes ***
Node2 Elev2 Fact Qt Act Eqiv Len Total Pf/Ft Pf
0.0
TEST 26.02 46.082 K Factor= 3.83
Computer Programs by Hydratec Inc. Revision: 50.5520.727
Hydraulic Calculations by HydraCALC
California Fire Protection
647 Camino De los Mares
San Clemente, Ca 92673
949.770.5371
Job Name
Doyle Residence
Drawing
Living Rm
Location
1532 Keel Drive
Remote Area
1
Contract
1532
Data File
Design Area 1.WXF
Computer Programs by Hydratec Inc. Revision: 50.5520.727
California Fire Protection Page 1
Doyle Residence Date 9.23.21
HYDRAULIC DESIGN INFORMATION SHEET
Name - Doyle Residence Date - 9.23.21
Location - 1532 Keel Drive
Building - Living Rm System No. - 1
Contractor - California Fire Protection & Backflow Contract No. - 1532
Calculated By - California Fire Protection & Backflo Drawing No. - 1532
Construction: (X) Combustible ( ) Non -Combustible. Ceiling Height
OCCUPANCY - Res. NFPA 13D
S Type of Calculation: ( )NFPA 13 Residential ( )NFPA 13R (X)NFPA 13D
Y Number of Sprinklers Flowing: ( )l (X)2 ( )4 ( )
S ( )Other
T ( )Specific Ruling Made by Date
E
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
5 Additional Flow Added - Gpm Make Senju Model SS8464
I Elevation at Highest Outlet - Feet Size K -Factor 4.9
G Note: Temperature Rating 162
N
Calculation Gpm Required 26.96
Summary C -Factor Used:
W Water Flow Test:
A Date of Test -
T Time of Test -
E Static (Psi) -
84
R Residual (Psi) -
20
Flow (Gpm) -
500
5 Elevation -
P Location:
P
L Source of Information:
Y
Psi Required 21.846
overhead 150
Pump Data:
Rated Cap.
@ Psi
Elev.
Other
TEST
Underground 150
Tank or Reservoir:
Cap.
Elev.
Well
Proof Flow Gpm
Computer Programs by Hydratec Inc. Revision: 50.5520.727
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Flow Summary - NFPA
California Fire Protection
Doyle Residence
SUPPLYANALYSIS
Page 4
Date 9.23.21
Node at
Source
Static
Pressure
Residual
Pressure Flow
Available
Pressure
Total Demand Required Pressure
TEST
75.6
18 500.0
75.244
31.96 46.776
NODE ANALYSIS
Pressure Discharge
Node Tag
Elevation
Node Type
at Node
at Node
Notes
SRP1
11.5
4.9
7.04
13.0
0.05 256
EQ=1
12.0
6.91
H1
12.0
4.94
6.91
13.0
K=K @ EQ=1
1
12.0
7.38
2
12.0
8.94
3
10.0
10.34
4
10.0
11.93
5
10.0
13.09
6
10.0
13.47
7
10.0
13.93
8
10.0
14.82
H2
10.0
4.94
7.98
13.96
K=K @ EQ=1
1.1
10.0
12.63
1.2
10.0
14.29
TOR
10.0
15.85
BOR
2.0
21.85
5.0
UGI
-3.0
26.17
METE
-3.0
37.76
TEST
-3.0
46.78
Computer Programs by Hydratec Inc. Revision: 50.5520.727
Final Calculations: Hazen -Williams
California Fire Protection Page 5
Doyle Residence Date 9.23.21
Node1 Elev1 K Qa Nom Fitting Pipe CFact Pt
to or Ftngs Pe ***"`*** Notes ******
Node2 Elev2 Fact Qt Act Eqiv Len Total Pf/Ft Pf
SRP1 11.500 4.90 13.00 1 N 2.5 0.500 150 7.039
to 2.500 -0.217
EQ=1 12 13.0 1.101 3.000 0.0307 0.092 Vel = 4.38
Computer Programs by Hydratec Inc. Revision: 50.5520.727
0.0
EQ=1
13.00
6.914
K Factor= 4.94
H1
12
4.94 13.00
1
O
6.0
9.333
150
6.914
K= K @ EQ=1
to
6.000
0.0
1
12
13.0
1.101
15.333
0.0307
0.471
Vel = 4.38
1
12
13.96
1
3N
7.5
5.667
150
7.385
to
7.500
0.0
2
12
26.96
1.101
13.167
0.1183
1.557
Vel = 9.09
2
12
0.0
1
N
2.5
2.000
150
8.942
to
2.500
0.866
3
10
26.96
1.101
4.500
0.1182
0.532
Vel = 9.09
3
10
0.0
1
R
1.7
5.750
150
10.340
to
O
6.0
7.700
0.0
4
10
26.96
1.101
13.450
0.1182
1.590
Vel = 9.09
4
10
-12.57
1
3R
5.1
21.250
150
11.930
to
2N
5.0
10.100
0.0
5
10
14.39
1.101
31.350
0.0370
1.160
Vel = 4.85
5
10
0.0
1
O
6.0
4.167
150
13.090
to
6.000
0.0
6
10
14.39
1.101
10.167
0.0370
0.376
Vel = 4.85
6
10
0.0
1
O
6.0
6.417
150
13.466
to
6.000
0.0
7
10
14.39
1.101
12.417
0.0370
0.459
Vel = 4.85
7
10
0.0
1
R
1.7
16.417
150
13.925
to
O
6.0
7.700
0.0
8
10
14.39
1.101
24.117
0.0370
0.893
Vel = 4.85
8
10
12.57
1
2N
5.0
3.750
150
14.818
to
5.000
0.0
TOR
10
26.96
1.101
8.750
0.1182
1.034
Vel = 9.09
0.0
TOR
26.96
15.852
KFactor= 6.77
H2
10
4.94 13.96
1
O
6.0
1.833
150
7.977
K = K @ EQ=1
to
6.000
-0.866
1
12
13.96
1.101
7.833
0.0350
0.274
Vel = 4.70
0.0
1
13.96
7.385
K Factor = 5.14
4
10
12.58
1
R
1.7
16.583
150
11.930
to
O
6.0
7.700
0.0
1.1
10
12.58
1.101
24.283
0.0289
0.701
Vel = 4.24
1.1
10
0.0
1
6R
10.2
41.333
150
12.631
to
O
6.0
16.200
0.0
1.2
10
12.58
1.101
57.533
0.0288
1.659
Vel = 4.24
1.2
10
0.0
1
R
1.7
10.583
150
14.290
to
O
6.0
7.700
0.0
8
10
12.58
1.101
18.283
0.0289
0.528
Vel = 4.24
Computer Programs by Hydratec Inc. Revision: 50.5520.727
Final Calculations: Hazen -Williams
California Fire Protection
Doyle Residence
Page 6
Date 9.23.21
Nodal Elev1 K
Qa Nom Fitting
Pipe
CFact Pt
to
or
Ftngs
Pe ***** * Notes
Node2 Elev2 Fact
Qt Act Eqiv Len
Total
Pf/Ft Pf
Computer Programs by Hydratec Inc. Revision: 50.5520.727
0.0
8
12.58
14.818
K Factor= 3.27
TOR
10
26.96
1
S
9.563
8.000
150
15.852
to
E
3.825
13.387
3.465
BOR
2
26.96
1.101
21.387
0.1182
2.529
Vel = 9.09
BOR
2
+ 5.00 5.00
1
2E
5.4
4.000
150
21.846
to
5.400
2.166
UGI
-3
31.96
1.025
9.400
0.2294
2.156
Vel = 12.43
UG1
-3
0.0
1
E
3.022
34.000
150
26.168
to
3.022
4.000
* * Fixed Loss = 4
METE
-3
31.96
1.049
37.022
0.2050
7.591
Vel = 11.86
METE
-3
0.0
1
34.000
150
37.759
to
0.0
TEST
-3
31.96
0.995
34.000
0.2652
9.017
Vel = 13.19
0.0
TEST
31.96
46.776
K Factor= 4.67
Computer Programs by Hydratec Inc. Revision: 50.5520.727