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Project Name : Sodimac Open Plaza Cajamarca
Drawing No. :
Project Location: Sistema 1
City: Lima, Peru
CALCULATION SUMMARY
Design AreasDesign Area
NameMin.
DensityArea of
ApplicationOccupancy Min.
Pressureotal Water Pressure @
Source
(gpm/ft)(ft) (psi) (gpm) (psi)
Min.Flow
(gpm)
Calc. Mode(Model)
Sistema 1 1500 896.4 156.1 0.26 65 33.7Demand (HW)
Date 26/06/2014Copyright © 2002-2012 Tyco Fire Protection Products
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Design
Remote Area Name
Remote Area Location Occupancy Classification Density (gpm/ft²) Area of Application (ft²) Coverage per Sprinkler (ft²) Number of Calculated Sprinklers In-Rack Demand (gpm) Special Heads Hose Streams (gpm) Total Water Required (incl. Hose Streams) (gpm) Required Pressure at Source (psi) Type of System Volume - Entire System (gal)
Sistema 1
Red General
0.26 1500 250 6 0
500 896.4 106 Wet 1114.2 gal
Water Supply Information
Date
Location Source
HYDRAULIC CALCULATIONSfor
DD/MM/YYYY
W1
Project Name : Sodimac Open Plaza Cajamarca
Contract No. :
Project Location: Sistema 1
City: Lima, Peru
Date: 26/06/2014
Name of Contractor: Engineering Services SAC Address: Av. Juan de la Fuente 960-Miraflores
Phone Number: 445-8215
Name of Designer: L. Chavez Authority Having Jurisdiction: CGBVP
City: Lima, Perú
E-mail: www.essacweb.com
Job Information
Contractor Information
Notes
Date 26/06/2014 Page 2Copyright © 2002-2012 Tyco Fire Protection Products
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Job : Sodimac Open Plaza Cajamarca
Diagram for Design Area : Sistema 1
NP
Date 26/06/2014 Copyright © 2002-2012 Tyco Fire Protection Products
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Job : Sodimac Open Plaza Cajamarca
Hydraulic Analysis for : Sistema 1
Water Supply Parameters
Calculation Info
Calculation ModeHydraulic ModelFluid NameFluid Weight, (lb/ft)Fluid Dynamic Viscosity, (lb·s/ft)
DemandHazen-WilliamsWater @ 60F (15.6C)N/A for Hazen-Williams calculation.N/A for Hazen-Williams calculation.
Supply 1 : W1 Flow (gpm) Pressure (psi)
0 160
1499.7 150
2249.7 136
Inside Hose Flow / Standpipe Demand (gpm) Outside Hose Flow (gpm) Additional Outside Hose Flow (gpm) Other (custom defined) Hose Flow (gpm) Total Hose Flow (gpm)
500 0
0 500
Hoses
Ovehead Sprinkler Flow (gpm) InRack Sprinkler Flow (gpm) Other (custom defined) Sprinkler Flow (gpm) Total Sprinkler Flow (gpm)
396.4 0 0 396.4
Required Margin of Safety (psi) W1 - Pressure (psi) W1 - Flow (gpm) Demand w/o System Pump(s)
0 106 896.4 N/A
Sprinklers
Other
Date 26/06/2014 Page 4Copyright © 2002-2012 Tyco Fire Protection Products
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Job : Sodimac Open Plaza Cajamarca
Hydraulic Analysis for : Sistema 1
System Demand
Flow, gpm
P r e s s u r e
, p s i
200
180
160
140
120
100
80
60
40
20
0
S1
S2
D1
D2
0 700 800 900 1000 1100 1200 1300 1400 1500 1600 1700 1800 1900 200
Date 26/06/2014 Copyright © 2002-2012 Tyco Fire Protection Products
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Job : Sodimac Open Plaza Cajamarca
Hydraulic Analysis for : Sistema 1
Pressure (psi)Label
Graph Labels
Flow (gpm)
ValuesDescription
0S1 160Supply point #1 - Static
1499.7S2 150Supply point #2
2249.7S3 136Supply point #3
0D1 16.6Elevation Pressure
896.4D2 106System Demand
Pressure (psi)Curve Name
Curve Intersections & Safety Margins
Flow (gpm)
Safety MarginIntersection
Pressure (psi) @ Flow (gpm)
1130.9Supply 154 50.1 896.4
Open Heads
Head Ref.DensityDensity
K-FactorPressureFlow Pressure
(gpm/ft)(gpm/ft)(gpm/psi½) (psi)(gpm) (psi)
Flow
(gpm)
Coverage
(ft)
Required CalculatedHead Type
T01 11.2 0.26 65 33.7 0.265 34.966.2250OverheadSprinkler
T02 11.2 0.26 65 33.7 0.26 33.765250Overhead
Sprinkler
T03 11.2 0.26 65 33.7 0.266 35.366.6250Overhead
Sprinkler
T04 11.2 0.26 65 33.7 0.266 35.266.5250OverheadSprinkler
T05 11.2 0.26 65 33.7 0.261 3465.3250Overhead
Sprinkler
T06 11.2 0.26 65 33.7 0.267 35.666.9250OverheadSprinkler
Date 26/06/2014 Page 6Copyright © 2002-2012 Tyco Fire Protection Products
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PIPE INFORMATION
Job name: Sodimac Open Plaza Cajamarca Sheet number:___________________
Node 1
Node 2
Elev 1
Elev 2
(ft)
K-Factor 1
K-Factor 2
(gpm/psi½)
Flow added(q)*
Total flow (Q)
(gpm)
Nominal ID
Actual ID
(in)
Fittings
quantity x (name) = length
(ft)
L
F
T
(ft)
C Factor
Pf per ft
(psi)
total (Pt)
elev (Pe)
frict (Pf)
(psi)
NOTES
T02
052
11.48
10.5
11.2 65
65
32
1.38
1x(us.Tee-Br)=6 0.98
6
6.98
120
0.3026
33.7
0.4
2.1
052
053
10.5
10.5
-29.4
35.6
32
1.38
17.5
0
17.5
120
0.0993
36.2
0
1.7
053
028
10.5
10.5
66.6
102.2
32
1.38
1x(us.Tee-Br)=6 24.45
6
30.45
120
0.6993
38
0
21.3
028
027
10.5
10.5
-5.3
96.8
65
2.469
13.53
0
13.53
120
0.0372
59.2
0
0.5
027
026
10.5
10.5
102.6
199.5
65
2.469
13.53
0
13.53
120
0.142
59.8
0
1.9
026
025
10.5
10.5
-0.9
198.6
65
2.469
13.53
0
13.53
120
0.1408
61.7
0
1.9
025
024
10.5
10.5
0.3
198.8
65
2.469
13.53
0
13.53
120
0.1412
63.6
0
1.9
024
023
10.5
10.5
1.4
200.2
65
2.469
13.53
0
13.53
120
0.143
65.5
0
1.9
023
022
10.5
10.5
2.9
203.1
65
2.469
13.53
0
13.53
120
0.1468
67.4
0
2
022
021
10.5
10.5
5
208.1
65
2.469
13.54
0
13.54
120
0.1536
69.4
0
2.1
021
020
10.5
10.5
7.9
216
65
2.469
15.79
0
15.79
120
0.1645
71.5
0
2.6
020
019
10.5
10.5
12
228
65
2.469
18.04
0
18.04
120
0.1819
74.1
0
3.3
019
018
10.5
10.5
17.7
245.7
65
2.469
1x(us.Tee-Br)=12 15.25
12
27.25
120
0.2089
77.4
0
5.7
018
146
10.5
10.5
150.7
396.4
100
4.026
1x(us.90)=10 4.06
1014.06
120
0.0468
83.1
00.7
146
147
10.5
-13.12
0
396.4
100
4.026
1x(us.Tee-Br)=20 23.62
20
43.62
120
0.0468
83.7
10.2
2
147
148
-13.12
-13.12
500
896.4
200
8.071
2.62
0
2.62
120
0.0072
96
0
0.0
148
149
-13.12
-13.12
0
896.4
200
8.071
2.62
0
2.62
120
0.0072
96
0
0.0
149
150
-13.12
-13.12
0
896.4
200
8.071
1x(us.90)=18 2.3
18
20.3
120
0.0072
96
0
0.1150
151
-13.12
10.33
0
896.4
200
8.071
1x(us.90)=18 23.46
18
41.46
120
0.0072
96.2
-10.2
0.3
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PIPE INFORMATION
Job name: Sodimac Open Plaza Cajamarca Sheet number:___________________
Node 1
Node 2
Elev 1
Elev 2
(ft)
K-Factor 1
K-Factor 2
(gpm/psi½)
Flow added(q)*
Total flow (Q)
(gpm)
Nominal ID
Actual ID
(in)
Fittings
quantity x (name) = length
(ft)
L
F
T
(ft)
C Factor
Pf per ft
(psi)
total (Pt)
elev (Pe)
frict (Pf)
(psi)
NOTES
151
152
10.33
10.33
0
896.4
200
8.071
1x(us.90)=18 5.74
18
23.74
120
0.0072
86.3
0
0.2
152
153
10.33
10.33
0
896.4
200
8.071
1x(us.90)=18 15.55
18
33.55
120
0.0072
86.5
0
0.2
153
154
10.33
10.33
0
896.4
200
8.071
1x(us.90)=18 47.18
18
65.18
120
0.0072
86.7
0
0.5
154
155
10.33
10.33
0
896.4
200
8.071
1x(us.90)=18 31.24
18
49.24
120
0.0072
87.2
0
0.4
155
156
10.33
10.33
0
896.4
200
8.071
1x(us.90)=18 22.58
18
40.58
120
0.0072
87.6
0
0.3
156
157
10.33
10.33
0
896.4
200
8.071
1x(us.90)=18 4.08
18
22.08
120
0.0072
87.8
0
0.2
157
158
10.33
-14.76
0
896.4
200
8.071
1x(us.90)=18 25.1
18
43.1
120
0.0072
88
10.9
0.3
158
159
-14.76
-14.76
0
896.4
200
8.071
1x(us.90)=18 28.31
18
46.31
120
0.0072
99.2
0
0.3
159
160
-14.76
-26.9
0
896.4
200
8.071
1x(us.90)=18 12.14
18
30.14
120
0.0072
99.5
5.3
0.2
160
161
-26.9
-26.9
0
896.4
200
8.071
1x(us.90)=18 4.43
18
22.43
120
0.0072
105
0
0.2
161
162
-26.9
-14.76
0
896.4
200
8.071
1x(us.90)=18 12.14
18
30.14
120
0.0072
105.2
-5.3
0.2
162
163
-14.76
-14.76
0
896.4
200
8.071
1x(us.90)=18 11.88
18
29.88
120
0.0072
100.1
0
0.2
163
164
-14.76
-14.76
0
896.4
200
8.071
1x(us.90)=18 9.1
18
27.1
120
0.0072
100.3
0
0.2
164
165
-14.76
-26.9
0
896.4
200
8.071
1x(us.90)=18 12.14
1830.14
120
0.0072
100.5
5.30.2
165
W1
-26.9
-26.9
0
896.4
200
8.071
3.28
0
3.28
120
0.0072
106
0
0.0
T05
102
11.48
10.5
11.2 65.3
65.3
32
1.38
1x(us.Tee-Br)=6 0.98
6
6.98
120
0.3051
34
0.4
2.1
102
101
10.5
10.5
-29.6
35.7
32
1.38
17.5
0
17.5
120
0.1
36.5
0
1.7
101
027
10.5
10.5
66.9
102.6
32
1.38
1x(us.Tee-Br)=6 24.45
6
30.45
120
0.7047
38.3
0
21.5T01
051
11.48
10.5
11.2 66.2
66.2
32
1.38
1x(us.Tee-Br)=6 0.98
6
6.98
120
0.3128
34.9
0.4
2.2
© 2006 National Fire Protection Association Page 8
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PIPE INFORMATION
Job name: Sodimac Open Plaza Cajamarca Sheet number:___________________
Node 1
Node 2
Elev 1
Elev 2
(ft)
K-Factor 1
K-Factor 2
(gpm/psi½)
Flow added(q)*
Total flow (Q)
(gpm)
Nominal ID
Actual ID
(in)
Fittings
quantity x (name) = length
(ft)
L
F
T
(ft)
C Factor
Pf per ft
(psi)
total (Pt)
elev (Pe)
frict (Pf)
(psi)
NOTES
051
049
10.5
10.5
29.4
95.6
32
1.38
1x(us.Tee-Br)=6 29.2
6
35.2
120
0.6176
37.5
0
21.7
049
003
10.5
10.5
5.3
100.9
65
2.469
13.53
0
13.53
120
0.0402
59.3
0
0.5
003
004
10.5
10.5
96
196.9
65
2.469
13.53
0
13.53
120
0.1387
59.8
0
1.9
004
005
10.5
10.5
0.9
197.8
65
2.469
13.53
0
13.53
120
0.1399
61.7
0
1.9
005
006
10.5
10.5
-0.3
197.6
65
2.469
13.53
0
13.53
120
0.1395
63.6
0
1.9
006
007
10.5
10.5
-1.4
196.2
65
2.469
13.53
0
13.53
120
0.1377
65.5
0
1.9
007
008
10.5
10.5
-2.9
193.3
65
2.469
13.53
0
13.53
120
0.134
67.3
0
1.8
008
009
10.5
10.5
-5
188.3
65
2.469
13.54
0
13.54
120
0.1276
69.1
0
1.7
009
010
10.5
10.5
-7.9
180.4
65
2.469
15.79
0
15.79
120
0.1179
70.9
0
1.9
010
011
10.5
10.5
-12
168.4
65
2.469
18.04
0
18.04
120
0.1037
72.7
0
1.9
011
012
10.5
10.5
-17.7
150.7
65
2.469
15.99
0
15.99
120
0.0845
74.6
0
1.4
012
013
10.5
10.5
-26.9
123.7
65
2.469
13.94
0
13.94
120
0.0586
76
0
0.8
013
014
10.5
10.5
-22.7
101
65
2.469
1x(us.90)=6 3.69
6
9.69
120
0.0403
76.8
0
0.4
014
015
10.5
10.5
0
101
65
2.469
1x(us.90)=6 89.88
695.88
120
0.0403
77.2
03.9
015
016
10.5
10.5
0
101
65
2.469
3.69
0
3.69
120
0.0403
81
0
0.1
016
017
10.5
10.5
22.7
123.7
65
2.469
13.94
0
13.94
120
0.0586
81.2
0
0.8
017
018
10.5
10.5
26.9
150.7
65
2.469
1x(us.Tee-Br)=12 0.74
12
12.74
120
0.0845
82
0
1.1
T04
001
11.48
10.5
11.2 66.5
66.5
32
1.38
1x(us.Tee-Br)=6 0.98
6
6.98
120
0.3155
35.2
0.4
2.2001
003
10.5
10.5
29.6
96
32
1.38
1x(us.Tee-Br)=6 29.2
6
35.2
120
0.6234
37.9
0
21.9
© 2006 National Fire Protection Association Page 9
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PIPE INFORMATION
Job name: Sodimac Open Plaza Cajamarca Sheet number:___________________
Node 1
Node 2
Elev 1
Elev 2
(ft)
K-Factor 1
K-Factor 2
(gpm/psi½)
Flow added(q)*
Total flow (Q)
(gpm)
Nominal ID
Actual ID
(in)
Fittings
quantity x (name) = length
(ft)
L
F
T
(ft)
C Factor
Pf per ft
(psi)
total (Pt)
elev (Pe)
frict (Pf)
(psi)
NOTES
T03
053
11.48
10.5
11.2 66.6
66.6
32
1.38
1x(us.Tee-Br)=6 0.98
6
6.98
120
0.3162
35.3
0.4
2.2
T06
101
11.48
10.5
11.2 66.9
66.9
32
1.38
1x(us.Tee-Br)=6 0.98
6
6.98
120
0.3188
35.6
0.4
2.2
his1
649
10.99
-13.12
500
500
100
4.026
1x(us.90)=10 24.11
10
34.11
120
0.072
83.1
10.4
2.5
649
147
-13.12
-13.12
0
500
200
8.071
1.97
0
1.97
120
0.0024
96
0
0
052
051
10.5
10.5
0
29.4
32
1.38
18.74
0
18.74
120
0.0695
36.2
0
1.3
028
029
10.5
10.5
0
5.3
65
2.469
13.53
0
13.53
120
0.0002
59.2
0
0
029
030
10.5
10.5
-0.9
4.4
65
2.469
13.53
0
13.53
120
0.0001
59.3
0
0
030
031
10.5
10.5
-0.8
3.7
65
2.469
13.53
0
13.53
120
0.0001
59.3
0
0
031
032
10.5
10.5
-0.6
3
65
2.469
13.53
0
13.53
120
0.0001
59.3
0
0
032
033
10.5
10.5
-0.5
2.5
65
2.469
13.53
0
13.53
120
0.0000
59.3
0
0
033
034
10.5
10.5
-0.4
2.1
65
2.469
13.53
0
13.53
120
0.0000
59.3
0
0
034
035
10.5
10.5
-0.4
1.7
65
2.469
15.78
0
15.78
120
0.0000
59.3
0
0
035
036
10.5
10.5
-0.3
1.4
65
2.469
17.4
0
17.4
120
0.0000
59.3
0
0
036
037
10.5
10.5
-0.3
1.1
65
2.469
16.77
016.77
120
0
59.3
00
037
038
10.5
10.5
-0.2
0.9
65
2.469
1x(us.90)=6 7.4
6
13.4
120
0
59.3
0
0
038
039
10.5
10.5
0
0.9
65
2.469
1x(us.90)=6 89.88
6
95.88
120
0
59.3
0
0
039
040
10.5
10.5
0
0.9
65
2.469
7.4
0
7.4
120
0
59.3
0
0
040
041
10.5
10.5
0.2
1.1
65
2.469
16.77
0
16.77
120
0
59.3
0
0041
042
10.5
10.5
0.3
1.4
65
2.469
17.4
0
17.4
120
0.0000
59.3
0
0
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PIPE INFORMATION
Job name: Sodimac Open Plaza Cajamarca Sheet number:___________________
Node 1
Node 2
Elev 1
Elev 2
(ft)
K-Factor 1
K-Factor 2
(gpm/psi½)
Flow added(q)*
Total flow (Q)
(gpm)
Nominal ID
Actual ID
(in)
Fittings
quantity x (name) = length
(ft)
L
F
T
(ft)
C Factor
Pf per ft
(psi)
total (Pt)
elev (Pe)
frict (Pf)
(psi)
NOTES
042
043
10.5
10.5
0.3
1.7
65
2.469
15.78
0
15.78
120
0.0000
59.3
0
0
043
044
10.5
10.5
0.4
2.1
65
2.469
13.53
0
13.53
120
0.0000
59.3
0
0
044
045
10.5
10.5
0.4
2.5
65
2.469
13.53
0
13.53
120
0.0000
59.3
0
0
045
046
10.5
10.5
0.5
3
65
2.469
13.53
0
13.53
120
0.0001
59.3
0
0
046
047
10.5
10.5
0.6
3.7
65
2.469
13.53
0
13.53
120
0.0001
59.3
0
0
047
048
10.5
10.5
0.8
4.4
65
2.469
13.53
0
13.53
120
0.0001
59.3
0
0
048
049
10.5
10.5
0.9
5.3
65
2.469
13.53
0
13.53
120
0.0002
59.3
0
0
026
004
10.5
10.5
0
0.9
32
1.38
2x(us.Tee-Br)=12 89.88
12
101.88
120
0.0001
61.7
0
0.0
102
001
10.5
10.5
0
29.6
32
1.38
18.74
0
18.74
120
0.0703
36.5
0
1.3
005
025
10.5
10.5
0
0.3
32
1.38
2x(us.Tee-Br)=12 89.88
12
101.88
120
0.0000
63.6
0
0
006
024
10.5
10.5
0
1.4
32
1.38
2x(us.Tee-Br)=12 89.88
12
101.88
120
0.0002
65.5
0
0.0
007
023
10.5
10.5
0
2.9
32
1.38
2x(us.Tee-Br)=12 89.88
12
101.88
120
0.0009
67.3
0
0.1
008
022
10.5
10.5
0
5
32
1.38
2x(us.Tee-Br)=12 89.88
12
101.88
120
0.0026
69.1
0
0.3
009
021
10.5
10.5
0
7.9
32
1.38
2x(us.Tee-Br)=12 89.88
12101.88
120
0.0061
70.9
00.6
010
020
10.5
10.5
0
12
32
1.38
2x(us.Tee-Br)=12 89.88
12
101.88
120
0.0133
72.7
0
1.4
011
019
10.5
10.5
0
17.7
32
1.38
2x(us.Tee-Br)=12 89.88
12
101.88
120
0.0272
74.6
0
2.8
012
017
10.5
10.5
0
26.9
32
1.38
2x(us.Tee-Br)=12 89.88
12
101.88
120
0.0592
76
0
6
013
016
10.5
10.5
0
22.7
32
1.38
2x(us.Tee-Br)=12 89.88
12
101.88
120
0.0432
76.8
0
4.4029
048
10.5
10.5
0
0.9
32
1.38
2x(us.Tee-Br)=12 89.88
12
101.88
120
0.0001
59.3
0
0.0
© 2006 National Fire Protection Association Page 11
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PIPE INFORMATION
Job name: Sodimac Open Plaza Cajamarca Sheet number:___________________
Node 1
Node 2
Elev 1
Elev 2
(ft)
K-Factor 1
K-Factor 2
(gpm/psi½)
Flow added(q)*
Total flow (Q)
(gpm)
Nominal ID
Actual ID
(in)
Fittings
quantity x (name) = length
(ft)
L
F
T
(ft)
C Factor
Pf per ft
(psi)
total (Pt)
elev (Pe)
frict (Pf)
(psi)
NOTES
030
047
10.5
10.5
0
0.8
32
1.38
2x(us.Tee-Br)=12 89.88
12
101.88
120
0.0001
59.3
0
0
031
046
10.5
10.5
0
0.6
32
1.38
2x(us.Tee-Br)=12 89.88
12
101.88
120
0.0001
59.3
0
0
032
045
10.5
10.5
0
0.5
32
1.38
2x(us.Tee-Br)=12 89.88
12
101.88
120
0.0000
59.3
0
0
033
044
10.5
10.5
0
0.4
32
1.38
2x(us.Tee-Br)=12 89.88
12
101.88
120
0.0000
59.3
0
0
034
043
10.5
10.5
0
0.4
32
1.38
2x(us.Tee-Br)=12 89.88
12
101.88
120
0.0000
59.3
0
0
035
042
10.5
10.5
0
0.3
32
1.38
2x(us.Tee-Br)=12 89.88
12
101.88
120
0.0000
59.3
0
0
036
041
10.5
10.5
0
0.3
32
1.38
2x(us.Tee-Br)=12 89.88
12
101.88
120
0.0000
59.3
0
0
037
040
10.5
10.5
0
0.2
32
1.38
2x(us.Tee-Br)=12 89.88
12
101.88
120
0
59.3
0
0
* Discharge shown for flowing nodes only
© 2006 National Fire Protection Association Page 12
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Project Name : Sodimac Open Plaza Cajamarca
Drawing No. :
Project Location: Sistema 1
City: Lima, Peru
CALCULATION SUMMARY
Design Areas
Design AreaName
Min.Density
Area of Application
Occupancy Min.Pressure
otal Water Pressure @Source
(gpm/ft)(ft) (psi) (gpm) (psi)
Min.Flow
(gpm)
Calc. Mode(Model)
Sistema 2 2000 2011.1 141 0.74 92.6 13.5Demand (HW)
Date 26/06/2014Copyright © 2002-2012 Tyco Fire Protection Products
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Design
Remote Area Name
Remote Area Location Occupancy Classification Density (gpm/ft²) Area of Application (ft²) Coverage per Sprinkler (ft²) Number of Calculated Sprinklers In-Rack Demand (gpm) Special Heads Hose Streams (gpm) Total Water Required (incl. Hose Streams) (gpm) Required Pressure at Source (psi) Type of System Volume - Entire System (gal)
Sistema 2
Red General
0.74 2000 125 16 0
500 2011.1 122.2 Wet 2055.7 gal
Water Supply Information
Date
Location Source
HYDRAULIC CALCULATIONSfor
DD/MM/YYYY
W1
Project Name : Sodimac Open Plaza Cajamarca
Contract No. :
Project Location: Sistema 1
City: Lima, Peru
Date: 26/06/2014
Name of Contractor: Engineering Services SAC Address: Av. Juan de la Fuente 960-Miraflores
Phone Number: 445-8215
Name of Designer: L. Chavez Authority Having Jurisdiction: CGBVP
City: Lima, Perú
E-mail: www.essacweb.com
Job Information
Contractor Information
Notes
Date 26/06/2014 Page 2Copyright © 2002-2012 Tyco Fire Protection Products
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Job : Sodimac Open Plaza Cajamarca
Diagram for Design Area : Sistema 2
NP
Date 26/06/2014 Copyright © 2002-2012 Tyco Fire Protection Products
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Job : Sodimac Open Plaza Cajamarca
Hydraulic Analysis for : Sistema 2
Water Supply Parameters
Calculation Info
Calculation ModeHydraulic ModelFluid NameFluid Weight, (lb/ft)Fluid Dynamic Viscosity, (lb·s/ft)
DemandHazen-WilliamsWater @ 60F (15.6C)N/A for Hazen-Williams calculation.N/A for Hazen-Williams calculation.
Supply 1 : W1 Flow (gpm) Pressure (psi)
0 160
1499.7 150
2249.7 136
Inside Hose Flow / Standpipe Demand (gpm) Outside Hose Flow (gpm) Additional Outside Hose Flow (gpm) Other (custom defined) Hose Flow (gpm) Total Hose Flow (gpm)
500 0
0 500
Hoses
Ovehead Sprinkler Flow (gpm) InRack Sprinkler Flow (gpm) Other (custom defined) Sprinkler Flow (gpm) Total Sprinkler Flow (gpm)
1511.1 0 0 1511.1
Required Margin of Safety (psi) W1 - Pressure (psi) W1 - Flow (gpm) Demand w/o System Pump(s)
0 122.2 2011.1 N/A
Sprinklers
Other
Date 26/06/2014 Page 4Copyright © 2002-2012 Tyco Fire Protection Products
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Job : Sodimac Open Plaza Cajamarca
Hydraulic Analysis for : Sistema 2
System Demand
Flow, gpm
P r e s s u r e
, p s i
200
180
160
140
120
100
80
60
40
20
0
S1
S2
D1
D
0 700 800 900 1000 1100 1200 1300 1400 1500 1600 1700 1800 1900 200
Date 26/06/2014 Copyright © 2002-2012 Tyco Fire Protection Products
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Job : Sodimac Open Plaza Cajamarca
Hydraulic Analysis for : Sistema 2
Pressure (psi)Label
Graph Labels
Flow (gpm)
ValuesDescription
0S1 160Supply point #1 - Static
1499.7S2 150Supply point #2
2249.7S3 136Supply point #3
0D1 16.6Elevation Pressure
2011.1D2 122.2System Demand
Pressure (psi)Curve Name
Curve Intersections & Safety Margins
Flow (gpm)
Safety MarginIntersection
Pressure (psi) @ Flow (gpm)
2166.5Supply 137.8 18.8 2011.1
Open Heads
Head Ref.DensityDensity
K-FactorPressureFlow Pressure
(gpm/ft)(gpm/ft)(gpm/psi½) (psi)(gpm) (psi)
Flow
(gpm)
Coverage
(ft)
Required CalculatedHead Type
P01 25.2 0.74 92.6 13.5 0.761 14.295.1125OverheadSprinkler
P02 25.2 0.74 92.6 13.5 0.762 14.395.2125Overhead
Sprinkler
P03 25.2 0.74 92.6 13.5 0.765 14.495.6125Overhead
Sprinkler
P04 25.2 0.74 92.6 13.5 0.774 14.796.8125OverheadSprinkler
P05 25.2 0.74 92.6 13.5 0.74 13.592.6125Overhead
Sprinkler
P06 25.2 0.74 92.6 13.5 0.742 13.592.7125OverheadSprinkler
P07 25.2 0.74 92.6 13.5 0.745 13.793.1125OverheadSprinkler
P08 25.2 0.74 92.6 13.5 0.754 1494.3125Overhead
Sprinkler
P09 25.2 0.74 92.6 13.5 0.74 13.592.6125OverheadSprinkler
P10 25.2 0.74 92.6 13.5 0.742 13.592.7125Overhead
Sprinkler
P11 25.2 0.74 92.6 13.5 0.745 13.793.1125Overhead
Sprinkler
P12 25.2 0.74 92.6 13.5 0.754 1494.3125OverheadSprinkler
P13 25.2 0.74 92.6 13.5 0.761 14.295.1125Overhead
Sprinkler
P14 25.2 0.74 92.6 13.5 0.762 14.395.3125OverheadSprinkler
Date 26/06/2014 Page 6Copyright © 2002-2012 Tyco Fire Protection Products
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P15 25.2 0.74 92.6 13.5 0.766 14.495.7125Overhead
Sprinkler
P16 25.2 0.74 92.6 13.5 0.776 14.897125OverheadSprinkler
Date 26/06/2014 Page 7Copyright © 2002-2012 Tyco Fire Protection Products
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PIPE INFORMATION
Job name: Sodimac Open Plaza Cajamarca Sheet number:___________________
Node 1
Node 2
Elev 1
Elev 2
(ft)
K-Factor 1
K-Factor 2
(gpm/psi½)
Flow added(q)*
Total flow (Q)
(gpm)
Nominal ID
Actual ID
(in)
Fittings
quantity x (name) = length
(ft)
L
F
T
(ft)
C Factor
Pf per ft
(psi)
total (Pt)
elev (Pe)
frict (Pf)
(psi)
NOTES
P09
652
11.48
10.83
25.2 92.6
92.6
32
1.38
1x(us.Tee-Br)=6 0.66
6
6.66
120
0.5822
13.5
0.3
3.9
652
653
10.83
10.83
-0.4
92.2
50
2.067
11.73
0
11.73
120
0.0807
17.6
0
0.9
653
569
10.83
10.83
95.1
187.2
50
2.067
1x(us.Tee-Br)=10 74.07
10
84.07
120
0.3001
18.6
0
25.2
569
568
10.83
10.83
80.2
267.4
100
4.026
10.1
0
10.1
120
0.0226
43.8
0
0.2
568
567
10.83
10.83
187.9
455.3
100
4.026
9.01
0
9.01
120
0.0605
44.1
0
0.5
567
566
10.83
10.83
189.3
644.7
100
4.026
11.27
0
11.27
120
0.1152
44.6
0
1.3
566
565
10.83
10.83
192.6
837.3
100
4.026
13.53
0
13.53
120
0.187
45.9
0
2.5
565
564
10.83
10.83
32.5
869.7
100
4.026
13.53
0
13.53
120
0.2007
48.4
0
2.7
564
563
10.83
10.83
40.4
910.1
100
4.026
13.53
0
13.53
120
0.2183
51.1
0
3
563
562
10.83
10.83
49.4
959.5
100
4.026
13.53
0
13.53
120
0.2407
54.1
0
3.3
562
561
10.83
10.83
59.4
1019
100
4.026
13.53
0
13.53
120
0.2691
57.4
0
3.6
561
015
10.83
10.83
70.6
1089.6
100
4.026
4.62
0
4.62
120
0.3046
61
0
1.4
015
016
10.83
10.83
421.6
1511.1
150
6.065
1x(us.90)=14 155.37
14
169.37
120
0.0759
62.4
0
12.9
016
017
10.83
10.83
0
1511.1
150
6.065
1x(us.90)=14 98.67
14112.67
120
0.0759
75.3
08.6
017
018
10.83
-13.12
0
1511.1
150
6.065
1x(us.Tee-Br)=30 23.95
30
53.95
120
0.0759
83.8
10.4
4.1
018
019
-13.12
-13.12
500
2011.1
200
8.071
2.62
0
2.62
120
0.032
98.3
0
0.1
019
020
-13.12
-13.12
0
2011.1
200
8.071
1x(us.90)=18 2.3
18
20.3
120
0.032
98.4
0
0.7
020
021
-13.12
10.33
0
2011.1
200
8.071
1x(us.90)=18 23.46
18
41.46
120
0.032
99
-10.2
1.3021
022
10.33
10.33
0
2011.1
200
8.071
1x(us.90)=18 5.74
18
23.74
120
0.032
90.2
0
0.8
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PIPE INFORMATION
Job name: Sodimac Open Plaza Cajamarca Sheet number:___________________
Node 1
Node 2
Elev 1
Elev 2
(ft)
K-Factor 1
K-Factor 2
(gpm/psi½)
Flow added(q)*
Total flow (Q)
(gpm)
Nominal ID
Actual ID
(in)
Fittings
quantity x (name) = length
(ft)
L
F
T
(ft)
C Factor
Pf per ft
(psi)
total (Pt)
elev (Pe)
frict (Pf)
(psi)
NOTES
022
023
10.33
10.33
0
2011.1
200
8.071
1x(us.90)=18 15.55
18
33.55
120
0.032
90.9
0
1.1
023
024
10.33
10.33
0
2011.1
200
8.071
1x(us.90)=18 47.18
18
65.18
120
0.032
92
0
2.1
024
025
10.33
10.33
0
2011.1
200
8.071
1x(us.90)=18 31.24
18
49.24
120
0.032
94.1
0
1.6
025
026
10.33
10.33
0
2011.1
200
8.071
1x(us.90)=18 22.58
18
40.58
120
0.032
95.7
0
1.3
026
027
10.33
10.33
0
2011.1
200
8.071
1x(us.90)=18 4.08
18
22.08
120
0.032
97
0
0.7
027
028
10.33
-14.76
0
2011.1
200
8.071
1x(us.90)=18 25.1
18
43.1
120
0.032
97.7
10.9
1.4
028
029
-14.76
-14.76
0
2011.1
200
8.071
1x(us.90)=18 28.31
18
46.31
120
0.032
109.9
0
1.5
029
030
-14.76
-26.9
0
2011.1
200
8.071
1x(us.90)=18 12.14
18
30.14
120
0.032
111.4
5.3
1
030
031
-26.9
-26.9
0
2011.1
200
8.071
1x(us.90)=18 4.43
18
22.43
120
0.032
117.7
0
0.7
031
032
-26.9
-14.76
0
2011.1
200
8.071
1x(us.90)=18 12.14
18
30.14
120
0.032
118.4
-5.3
1
032
033
-14.76
-14.76
0
2011.1
200
8.071
1x(us.90)=18 11.88
18
29.88
120
0.032
114.1
0
1
033
034
-14.76
-14.76
0
2011.1
200
8.071
1x(us.90)=18 9.1
18
27.1
120
0.032
115
0
0.9
034
035
-14.76
-26.9
0
2011.1
200
8.071
1x(us.90)=18 12.14
18
30.14
120
0.032
115.9
5.3
1
035
W1
-26.9
-26.9
0
2011.1
200
8.071
3.28
03.28
120
0.032
122.1
00.1
P05
651
11.48
10.83
25.2 92.6
92.6
32
1.38
1x(us.Tee-Br)=6 0.66
6
6.66
120
0.5822
13.5
0.3
3.9
651
650
10.83
10.83
0.4
93
50
2.067
11.44
0
11.44
120
0.082
17.6
0
0.9
650
609
10.83
10.83
95.1
188
50
2.067
1x(us.Tee-Br)=10 71.84
10
81.84
120
0.3024
18.6
0
24.8
609
610
10.83
10.83
-80.2
107.8
100
4.026
10.1
0
10.1
120
0.0042
43.3
0
0.0610
611
10.83
10.83
188
295.8
100
4.026
9.01
0
9.01
120
0.0272
43.4
0
0.2
© 2006 National Fire Protection Association Page 9
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PIPE INFORMATION
Job name: Sodimac Open Plaza Cajamarca Sheet number:___________________
Node 1
Node 2
Elev 1
Elev 2
(ft)
K-Factor 1
K-Factor 2
(gpm/psi½)
Flow added(q)*
Total flow (Q)
(gpm)
Nominal ID
Actual ID
(in)
Fittings
quantity x (name) = length
(ft)
L
F
T
(ft)
C Factor
Pf per ft
(psi)
total (Pt)
elev (Pe)
frict (Pf)
(psi)
NOTES
611
008
10.83
10.83
188.3
484.2
100
4.026
11.27
0
11.27
120
0.0678
43.6
0
0.8
008
009
10.83
10.83
189.7
673.8
100
4.026
13.53
0
13.53
120
0.1251
44.4
0
1.7
009
010
10.83
10.83
-32.5
641.4
100
4.026
13.53
0
13.53
120
0.1142
46.1
0
1.5
010
011
10.83
10.83
-40.4
601
100
4.026
13.53
0
13.53
120
0.1012
47.6
0
1.4
011
012
10.83
10.83
-49.4
551.6
100
4.026
13.53
0
13.53
120
0.0864
49
0
1.2
012
013
10.83
10.83
-59.4
492.2
100
4.026
13.53
0
13.53
120
0.0699
50.2
0
0.9
013
014
10.83
10.83
-70.6
421.6
100
4.026
1x(us.90)=10 4.62
10
14.62
120
0.0525
51.1
0
0.8
014
015
10.83
10.83
0
421.6
100
4.026
1x(us.Tee-Br)=20 180.49
20
200.49
120
0.0525
51.9
0
10.5
P10
636
11.48
10.83
25.2 92.7
92.7
32
1.38
1x(us.Tee-Br)=6 0.66
6
6.66
120
0.584
13.5
0.3
3.9
636
637
10.83
10.83
-0.1
92.6
50
2.067
11.73
0
11.73
120
0.0815
17.7
0
1
637
568
10.83
10.83
95.3
187.9
50
2.067
1x(us.Tee-Br)=10 74.07
10
84.07
120
0.302
18.7
0
25.4
P06
635
11.48
10.83
25.2 92.7
92.7
32
1.38
1x(us.Tee-Br)=6 0.66
6
6.66
120
0.584
13.5
0.3
3.9
635
634
10.83
10.83
0.1
92.8
50
2.067
11.44
0
11.44
120
0.0818
17.7
0
0.9
634
610
10.83
10.83
95.2
188
50
2.067
1x(us.Tee-Br)=10 71.84
1081.84
120
0.3023
18.6
024.7
P07
619
11.48
10.83
25.2 93.1
93.1
32
1.38
1x(us.Tee-Br)=6 0.66
6
6.66
120
0.5891
13.7
0.3
3.9
619
618
10.83
10.83
-0.5
92.7
50
2.067
11.44
0
11.44
120
0.0816
17.9
0
0.9
618
611
10.83
10.83
95.6
188.3
50
2.067
1x(us.Tee-Br)=10 71.84
10
81.84
120
0.3033
18.8
0
24.8
P11
620
11.48
10.83
25.2 93.1
93.1
32
1.38
1x(us.Tee-Br)=6 0.66
6
6.66
120
0.5891
13.7
0.3
3.9620
621
10.83
10.83
0.5
93.6
50
2.067
11.73
0
11.73
120
0.0831
17.9
0
1
© 2006 National Fire Protection Association Page 10
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PIPE INFORMATION
Job name: Sodimac Open Plaza Cajamarca Sheet number:___________________
Node 1
Node 2
Elev 1
Elev 2
(ft)
K-Factor 1
K-Factor 2
(gpm/psi½)
Flow added(q)*
Total flow (Q)
(gpm)
Nominal ID
Actual ID
(in)
Fittings
quantity x (name) = length
(ft)
L
F
T
(ft)
C Factor
Pf per ft
(psi)
total (Pt)
elev (Pe)
frict (Pf)
(psi)
NOTES
621
567
10.83
10.83
95.7
189.3
50
2.067
1x(us.Tee-Br)=10 74.07
10
84.07
120
0.3064
18.8
0
25.8
P08
733
11.48
10.83
25.2 94.3
94.3
32
1.38
1x(us.Tee-Br)=6 0.66
6
6.66
120
0.6026
14
0.3
4
733
001
10.83
10.83
-1.4
92.9
50
2.067
11.44
0
11.44
120
0.082
18.3
0
0.9
001
008
10.83
10.83
96.8
189.7
50
2.067
1x(us.Tee-Br)=10 71.84
10
81.84
120
0.3074
19.2
0
25.2
P12
732
11.48
10.83
25.2 94.3
94.3
32
1.38
1x(us.Tee-Br)=6 0.66
6
6.66
120
0.6026
14
0.3
4
732
731
10.83
10.83
1.4
95.7
50
2.067
11.73
0
11.73
120
0.0865
18.3
0
1
731
566
10.83
10.83
97
192.6
50
2.067
1x(us.Tee-Br)=10 74.07
10
84.07
120
0.3163
19.3
0
26.6
P01
650
11.48
10.83
25.2 95.1
95.1
32
1.38
1x(us.Tee-Br)=6 0.66
6
6.66
120
0.6118
14.2
0.3
4.1
P13
653
11.48
10.83
25.2 95.1
95.1
32
1.38
1x(us.Tee-Br)=6 0.66
6
6.66
120
0.612
14.2
0.3
4.1
P02
634
11.48
10.83
25.2 95.2
95.2
32
1.38
1x(us.Tee-Br)=6 0.66
6
6.66
120
0.6134
14.3
0.3
4.1
P14
637
11.48
10.83
25.2 95.3
95.3
32
1.38
1x(us.Tee-Br)=6 0.66
6
6.66
120
0.6141
14.3
0.3
4.1
P03
618
11.48
10.83
25.2 95.6
95.6
32
1.38
1x(us.Tee-Br)=6 0.66
6
6.66
120
0.6185
14.4
0.3
4.1
P15
621
11.48
10.83
25.2 95.7
95.7
32
1.38
1x(us.Tee-Br)=6 0.66
6
6.66
120
0.6198
14.4
0.3
4.1
P04
001
11.48
10.83
25.2 96.8
96.8
32
1.38
1x(us.Tee-Br)=6 0.66
66.66
120
0.6321
14.7
0.34.2
P16
731
11.48
10.83
25.2 97
97
32
1.38
1x(us.Tee-Br)=6 0.66
6
6.66
120
0.6345
14.8
0.3
4.2
his1
362
10.99
-13.12
500
500
100
4.026
1x(us.90)=10 24.11
10
34.11
120
0.072
85.4
10.4
2.5
362
361
-13.12
-13.12
0
500
200
8.071
1.97
0
1.97
120
0.0024
98.3
0
0
361
018
-13.12
-13.12
0
500
200
8.071
2.62
0
2.62
120
0.0024
98.3
0
0652
651
10.83
10.83
0
0.4
50
2.067
11.4
0
11.4
120
0
17.6
0
0
© 2006 National Fire Protection Association Page 11
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PIPE INFORMATION
Job name: Sodimac Open Plaza Cajamarca Sheet number:___________________
Node 1
Node 2
Elev 1
Elev 2
(ft)
K-Factor 1
K-Factor 2
(gpm/psi½)
Flow added(q)*
Total flow (Q)
(gpm)
Nominal ID
Actual ID
(in)
Fittings
quantity x (name) = length
(ft)
L
F
T
(ft)
C Factor
Pf per ft
(psi)
total (Pt)
elev (Pe)
frict (Pf)
(psi)
NOTES
609
608
10.83
10.83
0
80.2
100
4.026
11.18
0
11.18
120
0.0024
43.3
0
0.0
608
607
10.83
10.83
-13
67.2
100
4.026
11.18
0
11.18
120
0.0017
43.4
0
0.0
607
606
10.83
10.83
-12.4
54.8
100
4.026
1x(us.90)=10 3.27
10
13.27
120
0.0012
43.4
0
0.0
606
605
10.83
10.83
0
54.8
100
4.026
1x(us.90)=10 56.66
10
66.66
120
0.0012
43.4
0
0.1
605
604
10.83
10.83
0
54.8
100
4.026
1x(us.90)=10 2.07
10
12.07
120
0.0012
43.5
0
0.0
604
603
10.83
10.83
0
54.8
100
4.026
1x(us.90)=10 2.3
10
12.3
120
0.0012
43.5
0
0.0
603
602
10.83
10.83
0
54.8
100
4.026
1x(us.90)=10 1.06
10
11.06
120
0.0012
43.5
0
0.0
602
601
10.83
10.83
0
54.8
100
4.026
1x(us.90)=10 2.3
10
12.3
120
0.0012
43.5
0
0.0
601
600
10.83
10.83
0
54.8
100
4.026
8.3
0
8.3
120
0.0012
43.5
0
0
600
599
10.83
10.83
-8.2
46.6
100
4.026
13.66
0
13.66
120
0.0009
43.6
0
0.0
599
598
10.83
10.83
-7.4
39.2
100
4.026
10.64
0
10.64
120
0.0006
43.6
0
0
598
597
10.83
10.83
-6.8
32.4
100
4.026
1x(us.90)=10 7.63
10
17.63
120
0.0005
43.6
0
0
597
590
10.83
10.83
0
32.4
100
4.026
1x(us.90)=10 70.38
10
80.38
120
0.0005
43.6
0
0.0
590
589
10.83
10.83
0
32.4
100
4.026
1x(us.90)=10 2.3
1012.3
120
0.0005
43.6
00
589
588
10.83
10.83
0
32.4
100
4.026
1x(us.90)=10 1.06
10
11.06
120
0.0005
43.6
0
0
588
587
10.83
10.83
0
32.4
100
4.026
1x(us.90)=10 2.3
10
12.3
120
0.0005
43.6
0
0
587
581
10.83
10.83
0
32.4
100
4.026
1x(us.90)=10 47.59
10
57.59
120
0.0005
43.6
0
0.0
581
580
10.83
10.83
0
32.4
100
4.026
7.63
0
7.63
120
0.0005
43.7
0
0580
579
10.83
10.83
6.8
39.2
100
4.026
10.64
0
10.64
120
0.0006
43.7
0
0
© 2006 National Fire Protection Association Page 12
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PIPE INFORMATION
Job name: Sodimac Open Plaza Cajamarca Sheet number:___________________
Node 1
Node 2
Elev 1
Elev 2
(ft)
K-Factor 1
K-Factor 2
(gpm/psi½)
Flow added(q)*
Total flow (Q)
(gpm)
Nominal ID
Actual ID
(in)
Fittings
quantity x (name) = length
(ft)
L
F
T
(ft)
C Factor
Pf per ft
(psi)
total (Pt)
elev (Pe)
frict (Pf)
(psi)
NOTES
579
578
10.83
10.83
7.4
46.6
100
4.026
13.66
0
13.66
120
0.0009
43.7
0
0.0
578
577
10.83
10.83
8.2
54.8
100
4.026
1x(us.90)=10 8.92
10
18.92
120
0.0012
43.7
0
0.0
577
576
10.83
10.83
0
54.8
100
4.026
1x(us.90)=10 2.3
10
12.3
120
0.0012
43.7
0
0.0
576
575
10.83
10.83
0
54.8
100
4.026
1x(us.90)=10 1.06
10
11.06
120
0.0012
43.7
0
0.0
575
574
10.83
10.83
0
54.8
100
4.026
1x(us.90)=10 2.3
10
12.3
120
0.0012
43.7
0
0.0
574
573
10.83
10.83
0
54.8
100
4.026
1x(us.90)=10 1.46
10
11.46
120
0.0012
43.7
0
0.0
573
572
10.83
10.83
0
54.8
100
4.026
1x(us.90)=10 4.79
10
14.79
120
0.0012
43.8
0
0.0
572
571
10.83
10.83
0
54.8
100
4.026
3.27
0
3.27
120
0.0012
43.8
0
0
571
570
10.83
10.83
12.4
67.2
100
4.026
11.18
0
11.18
120
0.0017
43.8
0
0.0
570
569
10.83
10.83
13
80.2
100
4.026
11.18
0
11.18
120
0.0024
43.8
0
0.0
009
565
10.83
10.83
0
32.5
50
2.067
2x(us.Tee-Br)=20 180.49
20
200.49
120
0.0117
46.1
0
2.3
010
564
10.83
10.83
0
40.4
50
2.067
2x(us.Tee-Br)=20 180.49
20
200.49
120
0.0175
47.6
0
3.5
011
563
10.83
10.83
0
49.4
50
2.067
2x(us.Tee-Br)=20 180.49
20
200.49
120
0.0254
49
0
5.1
012
562
10.83
10.83
0
59.4
50
2.067
2x(us.Tee-Br)=20 180.49
20200.49
120
0.0358
50.2
07.2
013
561
10.83
10.83
0
70.6
50
2.067
2x(us.Tee-Br)=20 180.49
20
200.49
120
0.0493
51.1
0
9.9
636
635
10.83
10.83
0
0.1
50
2.067
11.4
0
11.4
120
0
17.7
0
0
619
620
10.83
10.83
0
0.5
50
2.067
11.4
0
11.4
120
0
17.9
0
0
733
732
10.83
10.83
0
1.4
50
2.067
11.4
0
11.4
120
0.0000
18.3
0
0608
570
10.83
10.83
0
13
50
2.067
2x(us.Tee-Br)=20 180.49
20
200.49
120
0.0022
43.4
0
0.4
© 2006 National Fire Protection Association Page 13
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PIPE INFORMATION
Job name: Sodimac Open Plaza Cajamarca Sheet number:___________________
Node 1
Node 2
Elev 1
Elev 2
(ft)
K-Factor 1
K-Factor 2
(gpm/psi½)
Flow added(q)*
Total flow (Q)
(gpm)
Nominal ID
Actual ID
(in)
Fittings
quantity x (name) = length
(ft)
L
F
T
(ft)
C Factor
Pf per ft
(psi)
total (Pt)
elev (Pe)
frict (Pf)
(psi)
NOTES
607
571
10.83
10.83
0
12.4
50
2.067
2x(us.Tee-Br)=20 180.49
20
200.49
120
0.002
43.4
0
0.4
600
578
10.83
10.83
0
8.2
50
2.067
2x(us.Tee-Br)=20 119.04
20
139.04
120
0.0009
43.6
0
0.1
599
579
10.83
10.83
0
7.4
50
2.067
2x(us.Tee-Br)=20 119.04
20
139.04
120
0.0007
43.6
0
0.1
598
580
10.83
10.83
0
6.8
50
2.067
2x(us.Tee-Br)=20 119.04
20
139.04
120
0.0006
43.6
0
0.1
* Discharge shown for flowing nodes only
© 2006 National Fire Protection Association Page 14
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Project Name : Sodimac Open Plaza Cajamarca
Drawing No. :
Project Location: Sistema 1
City: Lima, Peru
CALCULATION SUMMARY
Design Areas
Design AreaName
Min.Density
Area of Application
Occupancy Min.Pressure
otal Water Pressure @Source
(gpm/ft)(ft) (psi) (gpm) (psi)
Min.Flow
(gpm)
Calc. Mode(Model)
Sistema 3 2799.99 2003.8 141.1 0.556 92.6 13.5Demand (HW)
Date 26/06/2014Copyright © 2002-2012 Tyco Fire Protection Products
File: D:\lchavez\Data\LCHAVEZ 2010\Lchavez\Actual 2014\Sodimac Cajamarca\Calculo\Sistema 3.ty
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Design
Remote Area Name
Remote Area Location Occupancy Classification Density (gpm/ft²) Area of Application (ft²) Coverage per Sprinkler (ft²) Number of Calculated Sprinklers In-Rack Demand (gpm) Special Heads Hose Streams (gpm) Total Water Required (incl. Hose Streams) (gpm) Required Pressure at Source (psi) Type of System Volume - Entire System (gal)
Sistema 3
0.556 2799.99 166.67 20 0
500 2003.8 123.4 Wet 1884.1 gal
Water Supply Information
Date
Location Source
HYDRAULIC CALCULATIONSfor
DD/MM/YYYY
W1
Project Name : Sodimac Open Plaza Cajamarca
Contract No. :
Project Location: Sistema 1
City: Lima, Peru
Date: 26/06/2014
Name of Contractor: Engineering Services SAC Address: Av. Juan de la Fuente 960-Miraflores
Phone Number: 445-8215
Name of Designer: L. Chavez Authority Having Jurisdiction: CGBVP
City: Lima, Perú
E-mail: www.essacweb.com
Job Information
Contractor Information
Notes
Date 26/06/2014 Page 2Copyright © 2002-2012 Tyco Fire Protection Products
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Job : Sodimac Open Plaza Cajamarca
Diagram for Design Area : Sistema 3
NP
Date 26/06/2014 Copyright © 2002-2012 Tyco Fire Protection Products
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Job : Sodimac Open Plaza Cajamarca
Hydraulic Analysis for : Sistema 3
Water Supply Parameters
Calculation Info
Calculation ModeHydraulic ModelFluid NameFluid Weight, (lb/ft)Fluid Dynamic Viscosity, (lb·s/ft)
DemandHazen-WilliamsWater @ 60F (15.6C)N/A for Hazen-Williams calculation.N/A for Hazen-Williams calculation.
Supply 1 : W1 Flow (gpm) Pressure (psi)
0 160
1499.7 150
2249.7 136
Inside Hose Flow / Standpipe Demand (gpm) Outside Hose Flow (gpm) Additional Outside Hose Flow (gpm) Other (custom defined) Hose Flow (gpm) Total Hose Flow (gpm)
500 0
0 500
Hoses
Ovehead Sprinkler Flow (gpm) InRack Sprinkler Flow (gpm) Other (custom defined) Sprinkler Flow (gpm) Total Sprinkler Flow (gpm)
1503.8 0 0 1503.8
Required Margin of Safety (psi) W1 - Pressure (psi) W1 - Flow (gpm) Demand w/o System Pump(s)
0 123.4 2003.8 N/A
Sprinklers
Other
Date 26/06/2014 Page 4Copyright © 2002-2012 Tyco Fire Protection Products
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Job : Sodimac Open Plaza Cajamarca
Hydraulic Analysis for : Sistema 3
System Demand
Flow, gpm
P r e s s u r e
, p s i
200
180
160
140
120
100
80
60
40
20
0
S1
S2
D1
D
0 700 800 900 1000 1100 1200 1300 1400 1500 1600 1700 1800 1900 200
Date 26/06/2014 Copyright © 2002-2012 Tyco Fire Protection Products
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Job : Sodimac Open Plaza Cajamarca
Hydraulic Analysis for : Sistema 3
Pressure (psi)Label
Graph Labels
Flow (gpm)
ValuesDescription
0S1 160Supply point #1 - Static
1499.7S2 150Supply point #2
2249.7S3 136Supply point #3
0D1 16.6Elevation Pressure
2003.8D2 123.4System Demand
Pressure (psi)Curve Name
Curve Intersections & Safety Margins
Flow (gpm)
Safety MarginIntersection
Pressure (psi) @ Flow (gpm)
2149Supply 138.2 17.7 2003.8
Open Heads
Head Ref.DensityDensity
K-FactorPressureFlow Pressure
(gpm/ft)(gpm/ft)(gpm/psi½) (psi)(gpm) (psi)
Flow
(gpm)
Coverage
(ft)
Required CalculatedHead Type
1064 8 0.3 30 14.1 0.344 18.534.4100OverheadSprinkler
1065 8 0.3 30 14.1 0.338 17.833.8100Overhead
Sprinkler
1066 8 0.3 30 14.1 0.331 17.133.1100Overhead
Sprinkler
1067 8 0.3 30 14.1 0.324 16.432.4100OverheadSprinkler
986 8 0.3 30 14.1 0.339 17.933.9100Overhead
Sprinkler
987 8 0.3 30 14.1 0.333 17.333.3100OverheadSprinkler
988 8 0.3 30 14.1 0.326 16.632.6100OverheadSprinkler
989 8 0.3 30 14.1 0.319 15.931.9100Overhead
Sprinkler
R07 25.2 0.556 92.6 13.5 0.7 21.4116.6166.67OverheadSprinkler
R08 25.2 0.556 92.6 13.5 0.7 21.4116.6166.67Overhead
Sprinkler
R09 25.2 0.556 92.6 13.5 0.7 21.5116.7166.67Overhead
Sprinkler
R10 25.2 0.556 92.6 13.5 0.703 21.6117.2166.67OverheadSprinkler
R11 25.2 0.556 92.6 13.5 0.608 16.2101.4166.67Overhead
Sprinkler
R12 25.2 0.556 92.6 13.5 0.566 1494.3166.67OverheadSprinkler
Date 26/06/2014 Page 6Copyright © 2002-2012 Tyco Fire Protection Products
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R13 25.2 0.556 92.6 13.5 0.556 13.592.6166.67Overhead
Sprinkler
R14 25.2 0.556 92.6 13.5 0.556 13.592.7166.67OverheadSprinkler
R15 25.2 0.556 92.6 13.5 0.569 14.194.8166.67Overhead
Sprinkler
R16 25.2 0.556 92.6 13.5 0.569 14.294.9166.67Overhead
Sprinkler
R17 25.2 0.556 92.6 13.5 0.624 17104.1166.67OverheadSprinkler
R18 25.2 0.556 92.6 13.5 0.58 14.796.7166.67Overhead
Sprinkler
Date 26/06/2014 Page 7Copyright © 2002-2012 Tyco Fire Protection Products
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PIPE INFORMATION
Job name: Sodimac Open Plaza Cajamarca Sheet number:___________________
Node 1
Node 2
Elev 1
Elev 2
(ft)
K-Factor 1
K-Factor 2
(gpm/psi½)
Flow added(q)*
Total flow (Q)
(gpm)
Nominal ID
Actual ID
(in)
Fittings
quantity x (name) = length
(ft)
L
F
T
(ft)
C Factor
Pf per ft
(psi)
total (Pt)
elev (Pe)
frict (Pf)
(psi)
NOTES
R13
050
11.48
10.17
25.2 92.6
92.6
32
1.38
1x(us.Tee-Br)=6 1.31
6
7.31
120
0.5826
13.5
0.6
4.3
050
049
10.17
10.17
-16.6
76
50
2.067
11.59
0
11.59
120
0.0565
18.3
0
0.7
049
048
10.17
10.17
94.3
170.3
50
2.067
11.15
0
11.15
120
0.2518
19
0
2.8
048
047
10.17
10.17
101.4
271.7
50
2.067
1x(us.Tee-Br)=10 1.8
10
11.8
120
0.5981
21.8
0
7.1
047
002
10.17
10.17
374.3
646
100
4.026
13.53
0
13.53
120
0.1157
28.8
0
1.6
002
003
10.17
10.17
281
927
100
4.026
13.53
0
13.53
120
0.2258
30.4
0
3.1
003
004
10.17
10.17
-42.8
884.1
100
4.026
13.53
0
13.53
120
0.2069
33.5
0
2.8
004
005
10.17
10.17
-34
850.1
100
4.026
13.53
0
13.53
120
0.1924
36.3
0
2.6
005
006
10.17
10.17
-25.9
824.2
100
4.026
13.53
0
13.53
120
0.1817
38.9
0
2.5
006
007
10.17
10.17
-18.1
806.1
100
4.026
13.1
0
13.1
120
0.1743
41.3
0
2.3
007
008
10.17
10.17
-9.8
796.3
100
4.026
13.21
0
13.21
120
0.1704
43.6
0
2.3
008
009
10.17
10.17
-56.1
740.2
100
4.026
12.03
0
12.03
120
0.1489
45.9
0
1.8
009
010
10.17
10.17
-56.7
683.5
100
4.026
12.03
0
12.03
120
0.1284
47.7
0
1.5
010
011
10.17
10.17
-59.9
623.5
100
4.026
12.47
012.47
120
0.1084
49.2
01.4
011
012
10.17
10.17
-65.8
557.8
100
4.026
1x(us.90)=10 3.77
10
13.77
120
0.0881
50.6
0
1.2
012
013
10.17
10.17
0
557.8
100
4.026
1x(us.Tee-Br)=20 152.29
20
172.29
120
0.0881
51.8
0
15.2
013
934
10.17
10.17
946
1503.8
150
6.065
1x(us.90)=14 32.96
14
46.96
120
0.0752
67
0
3.5
934
935
10.17
10.17
0
1503.8
150
6.065
1x(us.90)=14 108.19
14
122.19
120
0.0752
70.5
0
9.2935
936
10.17
10.17
0
1503.8
150
6.065
1x(us.90)=14 31.7
14
45.7
120
0.0752
79.7
0
3.4
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PIPE INFORMATION
Job name: Sodimac Open Plaza Cajamarca Sheet number:___________________
Node 1
Node 2
Elev 1
Elev 2
(ft)
K-Factor 1
K-Factor 2
(gpm/psi½)
Flow added(q)*
Total flow (Q)
(gpm)
Nominal ID
Actual ID
(in)
Fittings
quantity x (name) = length
(ft)
L
F
T
(ft)
C Factor
Pf per ft
(psi)
total (Pt)
elev (Pe)
frict (Pf)
(psi)
NOTES
936
937
10.17
10.17
0
1503.8
150
6.065
1x(us.90)=14 18.68
14
32.68
120
0.0752
83.1
0
2.5
937
938
10.17
-13.12
0
1503.8
150
6.065
1x(us.Tee-Br)=30 23.29
30
53.29
120
0.0752
85.6
10.1
4
938
939
-13.12
-13.12
500
2003.8
200
8.071
1x(us.90)=18 2.3
18
20.3
120
0.0318
99.7
0
0.6
939
940
-13.12
10.33
0
2003.8
200
8.071
1x(us.90)=18 23.46
18
41.46
120
0.0318
100.3
-10.2
1.3
940
941
10.33
10.33
0
2003.8
200
8.071
1x(us.90)=18 5.74
18
23.74
120
0.0318
91.5
0
0.8
941
942
10.33
10.33
0
2003.8
200
8.071
1x(us.90)=18 15.55
18
33.55
120
0.0318
92.2
0
1.1
942
943
10.33
10.33
0
2003.8
200
8.071
1x(us.90)=18 47.18
18
65.18
120
0.0318
93.3
0
2.1
943
944
10.33
10.33
0
2003.8
200
8.071
1x(us.90)=18 31.24
18
49.24
120
0.0318
95.4
0
1.6
944
945
10.33
10.33
0
2003.8
200
8.071
1x(us.90)=18 22.58
18
40.58
120
0.0318
96.9
0
1.3
945
946
10.33
10.33
0
2003.8
200
8.071
1x(us.90)=18 4.08
18
22.08
120
0.0318
98.2
0
0.7
946
947
10.33
-14.76
0
2003.8
200
8.071
1x(us.90)=18 25.1
18
43.1
120
0.0318
98.9
10.9
1.4
947
948
-14.76
-14.76
0
2003.8
200
8.071
1x(us.90)=18 28.31
18
46.31
120
0.0318
111.2
0
1.5
948
949
-14.76
-26.9
0
2003.8
200
8.071
1x(us.90)=18 12.14
18
30.14
120
0.0318
112.7
5.3
1
949
950
-26.9
-26.9
0
2003.8
200
8.071
1x(us.90)=18 4.43
1822.43
120
0.0318
118.9
00.7
950
951
-26.9
-14.76
0
2003.8
200
8.071
1x(us.90)=18 12.14
18
30.14
120
0.0318
119.6
-5.3
1
951
952
-14.76
-14.76
0
2003.8
200
8.071
1x(us.90)=18 11.88
18
29.88
120
0.0318
115.3
0
1
952
953
-14.76
-14.76
0
2003.8
200
8.071
1x(us.90)=18 9.1
18
27.1
120
0.0318
116.2
0
0.9
953
954
-14.76
-26.9
0
2003.8
200
8.071
1x(us.90)=18 12.14
18
30.14
120
0.0318
117.1
5.3
1954
W1
-26.9
-26.9
0
2003.8
200
8.071
3.28
0
3.28
120
0.0318
123.3
0
0.1
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PIPE INFORMATION
Job name: Sodimac Open Plaza Cajamarca Sheet number:___________________
Node 1
Node 2
Elev 1
Elev 2
(ft)
K-Factor 1
K-Factor 2
(gpm/psi½)
Flow added(q)*
Total flow (Q)
(gpm)
Nominal ID
Actual ID
(in)
Fittings
quantity x (name) = length
(ft)
L
F
T
(ft)
C Factor
Pf per ft
(psi)
total (Pt)
elev (Pe)
frict (Pf)
(psi)
NOTES
R14
051
11.48
10.17
25.2 92.7
92.7
32
1.38
1x(us.Tee-Br)=6 1.31
6
7.31
120
0.5838
13.5
0.6
4.3
051
027
10.17
10.17
16.6
109.3
50
2.067
1x(us.Tee-Br)=10 142.27
10
152.27
120
0.1107
18.4
0
16.9
027
026
10.17
10.17
358.1
467.4
100
4.026
13.53
0
13.53
120
0.0635
35.2
0
0.9
026
025
10.17
10.17
109.4
576.8
100
4.026
13.53
0
13.53
120
0.0938
36.1
0
1.3
025
024
10.17
10.17
42.8
619.6
100
4.026
13.53
0
13.53
120
0.1071
37.4
0
1.4
024
023
10.17
10.17
34
653.6
100
4.026
13.53
0
13.53
120
0.1182
38.8
0
1.6
023
022
10.17
10.17
25.9
679.5
100
4.026
13.53
0
13.53
120
0.1271
40.4
0
1.7
022
021
10.17
10.17
18.1
697.6
100
4.026
13.1
0
13.1
120
0.1334
42.1
0
1.7
021
020
10.17
10.17
9.8
707.4
100
4.026
1x(us.90)=10 4.41
10
14.41
120
0.1369
43.9
0
2
020
019
10.17
10.17
0
707.4
100
4.026
1x(us.90)=10 22.85
10
32.85
120
0.1369
45.8
0
4.5
019
018
10.17
10.17
0
707.4
100
4.026
8.8
0
8.8
120
0.1369
50.3
0
1.2
018
017
10.17
10.17
56.1
763.6
100
4.026
12.03
0
12.03
120
0.1577
51.5
0
1.9
017
016
10.17
10.17
56.7
820.3
100
4.026
12.03
0
12.03
120
0.1801
53.4
0
2.2
016
015
10.17
10.17
59.9
880.2
100
4.026
12.47
012.47
120
0.2052
55.6
02.6
015
014
10.17
10.17
65.8
946
100
4.026
1x(us.90)=10 3.77
10
13.77
120
0.2345
58.2
0
3.2
014
013
10.17
10.17
0
946
100
4.026
1x(us.Tee-Br)=20 3.71
20
23.71
120
0.2345
61.4
0
5.6
R12
049
11.48
10.17
25.2 94.3
94.3
32
1.38
1x(us.Tee-Br)=6 1.31
6
7.31
120
0.6028
14
0.6
4.4
R15
800
11.48
10.17
25.2 94.8
94.8
32
1.38
1x(us.Tee-Br)=6 1.31
6
7.31
120
0.6085
14.1
0.6
4.4800
801
10.17
10.17
-14.5
80.3
50
2.067
11.59
0
11.59
120
0.0625
19.2
0
0.7
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PIPE INFORMATION
Job name: Sodimac Open Plaza Cajamarca Sheet number:___________________
Node 1
Node 2
Elev 1
Elev 2
(ft)
K-Factor 1
K-Factor 2
(gpm/psi½)
Flow added(q)*
Total flow (Q)
(gpm)
Nominal ID
Actual ID
(in)
Fittings
quantity x (name) = length
(ft)
L
F
T
(ft)
C Factor
Pf per ft
(psi)
total (Pt)
elev (Pe)
frict (Pf)
(psi)
NOTES
801
001
10.17
10.17
96.7
176.9
50
2.067
11.15
0
11.15
120
0.2702
19.9
0
3
001
002
10.17
10.17
104.1
281
50
2.067
1x(us.Tee-Br)=10 1.8
10
11.8
120
0.6364
22.9
0
7.5
R16
799
11.48
10.17
25.2 94.9
94.9
32
1.38
1x(us.Tee-Br)=6 1.31
6
7.31
120
0.6095
14.2
0.6
4.5
799
026
10.17
10.17
14.5
109.4
50
2.067
1x(us.Tee-Br)=10 142.27
10
152.27
120
0.1109
19.2
0
16.9
R18
801
11.48
10.17
25.2 96.7
96.7
32
1.38
1x(us.Tee-Br)=6 1.31
6
7.31
120
0.6308
14.7
0.6
4.6
989
083
-0.89
-1.43
8 31.9
31.9
25
1.049
1x(us.90)=2 0.54
2
2.54
120
0.3079
15.9
0.2
0.8
083
079
-1.43
-1.43
0
31.9
25
1.049
1x(us.Tee-Br)=5 3.05
5
8.05
120
0.3079
16.9
0
2.5
079
078
-1.43
-1.43
65.9
97.8
50
2.067
7.55
0
7.55
120
0.0901
19.4
0
0.7
078
068
-1.43
-1.43
33.9
131.7
50
2.067
1x(us.Tee-Br)=10 35.9
10
45.9
120
0.1563
20.1
0
7.2
068
067
-1.43
9.84
133.6
265.3
65
2.469
1x(us.90)=6 11.27
6
17.27
120
0.2408
27.3
-4.9
4.2
067
066
9.84
9.84
0
265.3
100
4.026
1x(us.90)=10 2.79
10
12.79
120
0.0223
26.5
0
0.3
066
065
9.84
9.84
0
265.3
100
4.026
1x(us.Tee-Br)=20 15.47
20
35.47
120
0.0223
26.8
0
0.8
065
064
9.84
9.84
0
265.3
100
4.026
1x(us.90)=10 20.09
10
30.09
120
0.0223
27.6
0
0.7
064
046
9.84
10.17
0
265.3
100
4.026
1x(us.Tee-Br)=20 0.33
2020.33
120
0.0223
28.3
-0.10.5
046
047
10.17
10.17
109
374.3
100
4.026
6.28
0
6.28
120
0.0421
28.6
0
0.3
1067
209
-3.07
-3.63
8 32.4
32.4
25
1.049
1x(us.90)=2 0.56
2
2.56
120
0.3165
16.4
0.2
0.8
209
205
-3.63
-3.63
0
32.4
25
1.049
1x(us.Tee-Br)=5 3.05
5
8.05
120
0.3165
17.4
0
2.5
205
204
-3.63
-3.63
66.9
99.2
50
2.067
7.55
0
7.55
120
0.0926
20
0
0.7204
089
-3.63
-3.63
34.4
133.6
50
2.067
1x(us.Tee-Br)=10 35.9
10
45.9
120
0.1607
20.7
0
7.4
© 2006 National Fire Protection Association Page 11
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PIPE INFORMATION
Job name: Sodimac Open Plaza Cajamarca Sheet number:___________________
Node 1
Node 2
Elev 1
Elev 2
(ft)
K-Factor 1
K-Factor 2
(gpm/psi½)
Flow added(q)*
Total flow (Q)
(gpm)
Nominal ID
Actual ID
(in)
Fittings
quantity x (name) = length
(ft)
L
F
T
(ft)
C Factor
Pf per ft
(psi)
total (Pt)
elev (Pe)
frict (Pf)
(psi)
NOTES
089
068
-3.63
-1.43
0
133.6
65
2.469
2.2
0
2.2
120
0.0676
28.1
-1
0.1
988
082
-0.89
-1.43
8 32.6
32.6
25
1.049
1x(us.90)=2 0.54
2
2.54
120
0.3208
16.6
0.2
0.8
082
081
-1.43
-1.43
0
32.6
25
1.049
1x(us.90)=2 3.05
2
5.05
120
0.3208
17.7
0
1.6
081
080
-1.43
-1.43
0
32.6
50
2.067
5.19
0
5.19
120
0.0118
19.3
0
0.1
080
079
-1.43
-1.43
33.3
65.9
50
2.067
0.98
0
0.98
120
0.0434
19.4
0
0.0
R11
048
11.48
10.17
25.2 101.4
101.4
32
1.38
1x(us.Tee-Br)=6 1.31
6
7.31
120
0.6892
16.2
0.6
5
1066
208
-3.07
-3.63
8 33.1
33.1
25
1.049
1x(us.90)=2 0.56
2
2.56
120
0.3298
17.1
0.2
0.8
208
207
-3.63
-3.63
0
33.1
25
1.049
1x(us.90)=2 3.05
2
5.05
120
0.3298
18.2
0
1.7
207
206
-3.63
-3.63
0
33.1
50
2.067
5.19
0
5.19
120
0.0121
19.9
0
0.1
206
205
-3.63
-3.63
33.8
66.9
50
2.067
0.98
0
0.98
120
0.0446
19.9
0
0.0
987
080
-0.89
-1.43
8 33.3
33.3
25
1.049
1x(us.Tee-Br)=5 0.54
5
5.54
120
0.3325
17.3
0.2
1.8
R17
001
11.48
10.17
25.2 104.1
104.1
32
1.38
1x(us.Tee-Br)=6 1.31
6
7.31
120
0.7232
17
0.6
5.3
1065
206
-3.07
-3.63
8 33.8
33.8
25
1.049
1x(us.Tee-Br)=5 0.56
5
5.56
120
0.3418
17.8
0.2
1.9
986
078
-0.89
-1.43
8 33.9
33.9
25
1.049
1x(us.Tee-Br)=5 0.54
55.54
120
0.3442
17.9
0.21.9
1064
204
-3.07
-3.63
8 34.4
34.4
25
1.049
1x(us.Tee-Br)=5 0.56
5
5.56
120
0.3538
18.5
0.2
2
R07
044
11.48
10.17
25.2 116.6
116.6
32
1.38
1x(us.Tee-Br)=6 1.31
6
7.31
120
0.8928
21.4
0.6
6.5
044
045
10.17
10.17
-7.6
109
100
4.026
1x(us.90)=10 1.8
10
11.8
120
0.0043
28.5
0
0.1
045
046
10.17
10.17
0
109
100
4.026
7.26
0
7.26
120
0.0043
28.6
0
0.0R08
043
11.48
10.17
25.2 116.6
116.6
32
1.38
1x(us.Tee-Br)=6 1.31
6
7.31
120
0.8928
21.4
0.6
6.5
© 2006 National Fire Protection Association Page 12
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PIPE INFORMATION
Job name: Sodimac Open Plaza Cajamarca Sheet number:___________________
Node 1
Node 2
Elev 1
Elev 2
(ft)
K-Factor 1
K-Factor 2
(gpm/psi½)
Flow added(q)*
Total flow (Q)
(gpm)
Nominal ID
Actual ID
(in)
Fittings
quantity x (name) = length
(ft)
L
F
T
(ft)
C Factor
Pf per ft
(psi)
total (Pt)
elev (Pe)
frict (Pf)
(psi)
NOTES
043
042
10.17
10.17
7.6
124.2
100
4.026
11.59
0
11.59
120
0.0055
28.5
0
0.1
042
041
10.17
10.17
116.7
240.9
100
4.026
12.03
0
12.03
120
0.0186
28.6
0
0.2
041
028
10.17
10.17
117.2
358.1
100
4.026
1x(us.90)=10 142.27
10
152.27
120
0.0388
28.8
0
5.9
028
027
10.17
10.17
0
358.1
100
4.026
13.53
0
13.53
120
0.0388
34.7
0
0.5
R09
042
11.48
10.17
25.2 116.7
116.7
32
1.38
1x(us.Tee-Br)=6 1.31
6
7.31
120
0.8947
21.5
0.6
6.5
R10
041
11.48
10.17
25.2 117.2
117.2
32
1.38
1x(us.Tee-Br)=6 1.31
6
7.31
120
0.9015
21.6
0.6
6.6
his1
955
10.99
-13.12
500
500
100
4.026
1x(us.90)=10 24.11
10
34.11
120
0.072
86.7
10.4
2.5
955
938
-13.12
-13.12
0
500
200
8.071
7.22
0
7.22
120
0.0024
99.7
0
0.0
050
051
10.17
10.17
0
16.6
50
2.067
12.03
0
12.03
120
0.0034
18.3
0
0.0
003
025
10.17
10.17
0
42.8
50
2.067
2x(us.Tee-Br)=20 178.85
20
198.85
120
0.0195
33.5
0
3.9
004
024
10.17
10.17
0
34
50
2.067
2x(us.Tee-Br)=20 178.85
20
198.85
120
0.0127
36.3
0
2.5
005
023
10.17
10.17
0
25.9
50
2.067
2x(us.Tee-Br)=20 178.85
20
198.85
120
0.0077
38.9
0
1.5
006
022
10.17
10.17
0
18.1
50
2.067
2x(us.Tee-Br)=20 178.85
20
198.85
120
0.004
41.3
0
0.8
007
021
10.17
10.17
0
9.8
50
2.067
2x(us.Tee-Br)=20 178.85
20198.85
120
0.0013
43.6
00.3
008
018
10.17
10.17
0
56.1
50
2.067
2x(us.Tee-Br)=20 156
20
176
120
0.0323
45.9
0
5.7
009
017
10.17
10.17
0
56.7
50
2.067
2x(us.Tee-Br)=20 156
20
176
120
0.0329
47.7
0
5.8
010
016
10.17
10.17
0
59.9
50
2.067
2x(us.Tee-Br)=20 156
20
176
120
0.0364
49.2
0
6.4
011
015
10.17
10.17
0
65.8
50
2.067
2x(us.Tee-Br)=20 156
20
176
120
0.0432
50.6
0
7.6800
799
10.17
10.17
0
14.5
50
2.067
12.03
0
12.03
120
0.0026
19.2
0
0.0
© 2006 National Fire Protection Association Page 13
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PIPE INFORMATION
Job name: Sodimac Open Plaza Cajamarca Sheet number:___________________
Node 1
Node 2
Elev 1
Elev 2
(ft)
K-Factor 1
K-Factor 2
(gpm/psi½)
Flow added(q)*
Total flow (Q)
(gpm)
Nominal ID
Actual ID
(in)
Fittings
quantity x (name) = length
(ft)
L
F
T
(ft)
C Factor
Pf per ft
(psi)
total (Pt)
elev (Pe)
frict (Pf)
(psi)
NOTES
044
043
10.17
10.17
0
7.6
100
4.026
11.15
0
11.15
120
0.0000
28.5
0
0
* Discharge shown for flowing nodes only
![APUNTES CALCULOS HIDRAULICOS EDAR[1] 2007- 2008](https://img.dokumen.tips/doc/110x75/61900cf05c8a852bf35c4c87/apuntes-calculos-hidraulicos-edar1-2007-2008.jpg)
