HomeMy WebLinkAbout2605 CARLSBAD BLVD; ; AS130085; PermitCity of Carlsbad
Sprinkler Permit
Permit No: AS130085
Job Address: 2605 CARLSBAD BL
Permit Type: SPRINK
Parcel No: 2030410200
Lot #: 0
Reference No.:
PC #:
Status: ISSUED
Applied 5/31/2013
Approved: 6/13/2013
Issued: 6/13/2013
Inspector:
Project Title: ARMY NAVY ACADEMY INSTALL NEW WET SPRINKLER
SYSTEMS. NEW CONSTRUCTION TYPE:V-B, GYM, OFFICE,
S-i MODERATE HAZARD STORAGE.
Applicant:
A & D FIRE SPRINKLERS
11465 WOODSIDE AV
SANTEE, CA
619-448-1962
Owner:
ARMY&NAVY ACADEMY CARLSBAD
CALIFORNIA
P0 BOX 3000
CARLSBAD CA
Fees ($) Add'I Fees ($) Total ($) Balance ($)
1,511 0 1,511 0
FIRE SPRINKLERS INC.
ARMY NAVY ACADEMY - ATHLETIC BUILDING
0 2605 CARLSBAD BLVD
CARLSBAD, CA
These plaits have been reviewed br apparent eoriplianee
with he current applicable Codes and standards in ioe
in the Jurisdiction. The ott nei or contractor hay iUdite
his review ill support of all pplieatliri1 lir if huitIdiii
pci mit s tb the espress undersiatidritu that his ret iess
in no way cites es the owner or cotrutuctor or theft
prolesioottitl clinItteer or architect lot sole respoitsihihits
for hull Compliance with said codes and standards.
iitc tiding the hut ding code or lir any respotisi hiliy fr
the tie relic es e 10 irs. omissions or ncl geitce ill these
plaits Whether 01 not toted in this review.
Reviewer:
tMMENl) API'ROVAI.
FIRE SPRINKLER S
HYDRAULIC CALCU
LP::: '
t-\l AS NOTEI)
1IE F CARLSBAD
(VII f94EPARTMENT
APPROVED
Subject to field inspection and required
tests, notations hereon, conditions in cum
correspondence and conformance with
applicable regulations. The stamping
jo~jyje
all not be held to permit
Vio
lationOf any law.
Date
Materials of equal design, utility, and performance may be substituted for submitted materials so as to avoid delays in
the construction schedule and shall be deemed accepted by the Purchaser.
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Water Supply Curve C
A&D FIRE SPRINKLERS Page 2
ANA AB RE SUBMITTAL 5-22-13 Date
City Water Supply: Demand: Cl - Static Pressure : 78.3 Dl - Elevation : 12.668 C2 - Residual Pressure: 72.9 D2 - System Flow : 334.875 C2 - Residual Flow : 1201 D2 - System Pressure : 66.729
Hose (Demand) :100
D3 - System Demand : 434.875
Safety Margin : 10.747
150
140
130
P120
R0
E10°
Cl ______ ________ __________
S90
___________
s 8°
70 02—___—
C2
---------- -. - _______
R60
E50
40
30
20
10
200 400 400 600 800 1000 1200 1400 1600 1800
FLOW ( N 1.85)
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Fittings Used Summary
A&D FIRE SPRINKLERS Page 3
ANA AB RE SUBMITTAL 5-22-13 Date
Fitting Legend
Abbrev. Name % % 1 1% 1% 2 2% 3 3% 4 5 6 6 10 12 14 ie 18 20 24
E NFPA 13 90' Standard Elbow 1 2 2 3 4 5 6 7 8 10 12 14 18 22 27 35 40 45 50 61
Fop Flow Switch Potter VSR Fitting generates a Fixed Loss Based on Flaw
G NFPA 13 Gate Valve 0 0 0 0 0 1 1 1 1 2 2 3 4 5 6 7 8 10 11 13
T NFPA 13 90' Flowlhru Tee 3 4 5 6 8 10 12 15 17 20 25 30 35 50 60 71 81 91 101 121
Zic Wilkins 350ADA Filling generates a Fixed Loss Based on Flow
Units Summary
Diameter Units Inches
Length Units Feet
Flow Units US Gallons per Minute
Pressure Units Pounds per Square Inch
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 CFactors of other than 120 and diameters other than Sched 40 per NFPA.
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
fl
[IJ
S
Pressure I Flow Summary - STANDARD
A&D FIRE SPRINKLERS Page 4
ANA AS RE SUBMITTAL 5-22-13 Date
Node Elevation K-Fact Pt Pu Flow Density Area Press
No. Actual Actual Req.
76.75 5.6 7.0 na 14.82 0_1 130 7.0
2 71.89 5.6 9.15 na 16.94 0_1 130 7.0
3 65.56 12.94 nit
MiS 65.56 . 13.45 na
M 1 6 62.06
1
5.
0
Ca
M17 82.06 15.13 nit
M18 62.06 15.94 Ca
M19 62.06 17.28 Ca
M20 63.56 19.12 Ca
M21 82.06 21.65 Ca
M22 62.06 22.21 na
M23 62.08 22.69 Ca
M24 62.06 23.02 Ca
M25 63.56 23.02 Ca
M26 62.08 24.0 Ca
M27 63.56 23.52 na
M28 63.56 23.59 Ca
5 65.56 22.94 na
Mi 62.0 28.44 na
M2 62.0 26.44 Ca
M3 62.0 26.46 nit
M4 82.0 26.51 nit
6 62.0 26.55 na
7 62.83 33.05 Ca
130 49.667 43.56 Ca
EOL 49.667 51.25 nit
TOR 49.0 54.02 Ca
BOR 42.0 61.57 nit
24 42.0 62.65 Ca
25 37.5 64.62 Ca
26 37.5 64.98 nit
27 42.5 62.98 nit
28 42.5 66.09 nit
29 37.5 68.4 Ca
30 37.5 68.69 Ca
SOR 47.5 66.73 nit 100.0
8 76.75 5.6 7.11 na 14.94 0.1 130 7.0
9 71.99 5.6 9.83 na 17.56 0.1 130 7.0
M14 62.0 19.9 Cit
M13 62.0 1994. Ca
M12 62.0 20.1 Ca
Mill 62.0 20.41 Cit
MID 62.0 20.98 Ca
MO 62.0 21.76 na
M8 62.0 22.7 Ca
M7 62.0 23.67 na
MS 62.0 24.78 na
M5 62.0 . 25.95 Ca
10 65.56 12.97 Ca
11 71.89 5.6 9.17 Ca 16.96 0.1 130 7.0
12 76.75 5.6 7.03 Ca 14.84 0.1 130 7.0
13 76.75 5.8 7.14 na 14.97 0.1 130 7.0
14 71.99 5.6 9.86 nit 17.59 0.1 130 7.0
15 85.58 13.09 na
16 71.89 5.6 9.28 Ca 17.06 0.1 130 7.0
17 76.75 5.6 7.13 nit 14.95 0.1 130 7.0
18 76.75 5.8 7.24 Ca 15.07 0.1 130 7.0
19 71.99 5.6 9.97 na 17.68 0.1 130 7.0
20 65.56 13.87 Ca
21 71.89 5.6 9.8 no 17.53 0.1 130 7.0
22 76.75 5.6 7.62 Ca 15.49 0.1 130 7.0
23 76.75 5.6 7.7 Ca 15.54 0.1 130 7.0
Flow Summary - Standard
A&D FIRE SPRINKLERS Page 5
ANA AB RE SUBMITTAL 5-22-13 Date
Node Elevation K-Fact Pt Pa Plum Density Area Press
No. Actual Actual Req.
31 71.99 5.6 10.39 Ca 18.05 0.1 130 7.0
32 62.06 16.29 Ca
32A 62.06 5.6 14.26 Ca 21.14 0.1 130 7.0
32B 85.56 5.6 12.59 Ca 19.87 0.1 130 7.0
33 76.75 5.6 7.85 Ca 15.69 0.1 130 7.0
34 71.99 5.6 10.6 na 18.23 0.1 130 7.0
35 65.56 18.43 na
38 65.56 20.23 Ca
39 65.56 20.84 na
40 85.56 21.38 ea
41 65.56 21.8 na
42 65.56 22.4 Ca
43 65.58 22.73 Ca
44 65.56 22.85 nit
The maximum velocity is 18.72 and it occurs in the pipe between nodes 6 and 7
Computer Programs by Hydratuc Inc. Route 111 Windham N.H. USA 03087 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
fl
Final Calculations - Hazen-Williams -2007
A&D FIRE SPRINKLERS Page 6
ANA AB RE SUBMITTAL 5-22-13 Date
Hyd. Qa Dia. Fitting Pipe Pt Pt
Ref. C or Ftngs Pe Pv Notes
Point Qt Pf/Ft Eqv. Ln. Total Pf Pn
1 5.48 1.408 0.0 14.820 7.000 K Factor = 5.60
to 120.0 0.0 0.0 2.105
2 5.48 0.0028 0.0 14.820 0.042 Vet = 1.13
2 16.94 1.408 2E 6.617 20.810 9.147 K Factor =5.60
to 120.0 0.0 6.617 2.742
3 22.42 0.0383 0.0 27.427 1.050 Vet = 4.62
3 0.0 1.408 iT 6.617 3.500 12.939
to 120.0 1E 3.308 9.925 0.0
M15 22.42 0.0384 0.0 13.425 0.515 Vet = 4.62
M15 0.0 2.203 0.0 8.000 13.454
to 120.0 0.0 0.0 1.516
M16 22.42 0.0042 0.0 8.000 0.034 Vet = 1.89
M16 22.47 2.203 0.0 8.270 15.004
to 120.0 0.0 0.0 0.0
M17 44.89 0.0157 0.0 8.270 0.130 Vet = 3.78
M17 22.68 2.203 2E 13.639 10.500 15.134
to 120.0 0.0 13.639 0.0
M18 67.57 0.0333 0.0 24.139 0.805 Vet = 5.69
M18 24.95 2.203 2E 13.639 8.800 15.939
to 120.0 0.0 13.639 0.0
M19 92.52 0.0597 0.0 22.439 1.339 Vet = 7.79
M19 31.98 2.203 2E 13.639 10.500 17.278
to 120.0 0.0 13.639 -0.650
M20 124.5 0.1034 0.0 24.139 2.495 Vet = 10.48
M20 -13.46 2.203 2E 13.639 8.780 19.123
to 120.0 0.0 13.639 0.650
M21 111.04 0.0836 0.0 22.419 1.874 Vet = 9.35
M21 -9.43 2.203 0.0 8.000 21.647
to 120.0 0.0 0.0 0.0
Mfl 101.61 0.0709 0.0 8.000 0.567 Vet = 8.55
M22 -11.27 2.203 0.0 8.290 22.214
to 120.0 0.0 0.0 0.0
M23 90.34 0.0572 0.0 8.290 0.474 Vet = 7.60
M23 -13.76 2.203 0.0 8.000 22.688
to 120.0 0.0 0.0 0.0
M24 76.58 0.0420 0.0 8.000 0.336 Vet = 6.45
M24 -16.53 2.203 2E 13.639 10.280 23.024
to 120.0 0.0 13.639 -0.650
M25 60.05 0.0268 0.0 23.919 0.642 Vet = 5.05
M25 -16.35 2.203 2E 13.639 9.000 23.016
to 120.0 0.0 13.639 0.650
M26 43.7 0.0149 0.0 22.639 0.337 Vet = 3.68
M26 -15.05 2.203 2E 13.639 10.310 24.003
to 120.0 0.0 13.639 -0.650
M27 28.65 0.0068 0.0 23.949 0.164 Vet = 2.41
M27 -14.49 2.203 2E 13.639 10.250 23.517
to 120.0 iT 13.639 27.278 0.0
M28 14.16 0.0018 0.0 37.528 0.069 Vet = 1.19
Final Calculations - Hazen-Williams
A&D FIRE SPRINKLERS Page 7
ANA AB RE SUBMITTAL 5-22-13 Date
Hyd. Qa Dia. Fitting Pipe Pt Pt
Ref. C' or Ftng's Pa Pv Notes
Point Qt Pf/Ft Eqv. Ln. Total Pf Pn
M28 0.0 1.408 1E 3.308 3.500 23.586
to 120.0 iT 6.617 9.925 -0.866
5 14.16 0.0164 0.0 13.425 0.220 Vet= 2.92
5 0.0 1.408 6E 1985. 92.950 22.940
to 120.0 iT 6.617 26.467 1.542
Ml 14.16 0.0164 0.0 119.417 1.956 Vet = 2.92
Ml 0.0 2.703 0.0 7.970 26.438
to 120.0 0.0 0.0 0.0
M2 14.16 0.0006 0.0 7.970 0.005 Vet = 0.79
M2 14.49 2.703 0.0 8.590 26.443
to 120.0 0.0 0.0 0.0
M3 28.65 0.0026 0.0 8.590 0.022 Val = 1.60
M3 15.05 2.703 0.0 7.960 26.465
to 120.0 0.0 0.0 0.0
M4 43.7 0.0054 0.0 7.960 0.043 Val = 2.44
M4 16.35 2.703 0.0 4.640 26.508
to 120.0 0.0 0.0 0.0
6 60.05 0.0099 0.0 4.640 0.046 Vet = 3.36
6 274.83 2.703 iT 18.651 0.830 26.554
to 120.0 1E 9.325 27.976 -0.359
7 334.88 0.2380 0.0 28.806 6.856 Vet = 18.72
7 0.0 3.314 1E 10.191 22.470 33.051
to 120.0 iT 21.838 32.029 5.701
130 334.88 0.0882 0.0 54.499 4.808 Vet = 12.46
130 0.0 3.314 iT 21.838 44.915 43.560
to 120.0 2E 20.383 42.221 0.0
EOL 334.88 0.0882 0.0 87.136 7.687 Vet = 12.46
EOL 0.0 3.314 2E 20.383 7.750 51.247
to 120.0 0.0 20.383 0.289
TOR 334.88 0.0882 0.0 28.133 2.482 Vet = 12.46
TOR 0.0 3.314 1E 10.191 7.000 54.018
to 120.0 lFsp 0.0 10.191 6.032 **Fixed Loss =3
BOR 334.88 0.0882 0.0 17.191 1.516 Vet = 12.46
BOR 0.0 3.26 1E 9.408 1.917 61.566
to 120.0 0.0 9.408 0.0
24 334.88 0.0955 0.0 11.325 1.082 Vet= 12.87
24 0.0 6.275 0.0 4.500 62.648
to 120.0 0.0 0.0 1.949
25 334.88 0.0040 0.0 4.500 0.018 Val = 3.47
25 0.0 5.86 2E 31.498 55.760 64.615
to 140.0 0.0 31.498 0.0
26 334.88 0.0041 0.0 87.258 0.361 Vet = 3.98
26 0.0 6.275 2E 33.048 5.000 64.976
to 120.0 0.0 33.048 -2.166
27 334.88 0.0039 0.0 38.048 0.150 Vet = 3.47
27 0.0 6.275 iZic 0.0 4.540 62.960
to 140.0 0.0 0.0 3.116 ** Fixed Loss 3.116
28 334.88 0.0029 0.0 4.540 0.013 Vet = 3.47
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
. .. Final Calculations - Hazen-Williams
A&D FIRE SPRINKLERS Page 8
ANA AB RE SUBMITTAL 5-22-13 Date
Hyd. as Dia. Fitting Pipe Pt Pt
Ref. "C" or Ftngs Pe Pv Notes
Point at Pf/Ft Eqv. Ln. Total Pf Pn
Final Calculations - Hazen-Williams
A&D FIRE SPRINKLERS Page 9
ANA AB RE SUBMITTAL 5-22-13 Date
Hyd. as Dia. Fitting Pipe Pt Pt
Ref. "C' or Fing's Pe Pv """""" Notes
Point 01 Pf/Ft Eqv. Ln. Total Pf Pn
28 0.0 6.275 2E 33.048 5.000 66.089
to 120.0 0.0 33.048 2.166
29 334.88 0.0039 0.0 38.048 0.150 Val = 3.47
29 0.0 5.86 1G 3.375 31.080 68.405
to 140.0 IT 33.748 37.123 0.0
30 334.88 0.0041 0.0 68.203 0.281 Val = 3.98
30 0.0 5.86 2T 67.496 491.080 68.686
to 140.0 1E 15.749 83.245 -4.331
SOR 334.88 0.0041 0.0 574.325 2.374 Val = 3.98
100.00 Qa= 100.00
434.88 66.729 K Factor = 53.24
1 9.34 1.408 2E 6.617 8.490 7.000
to 120.0 0.0 6.617 0.0
8 9.34 0.0076 0.0 15.107 0.115 Val = 1.92
8 14.93 1.408 0.0 14.790 7.115 K Factor =5.60
to 120.0 0.0 0.0 2.082
9 24.27 0.0444 0.0 14.790 0.656 Val = 5.00
9 17.56 1.408 2E 6.617 34.010 9.833 K Factor =5.60
to 120.0 11 6.617 13.234 4.327
M14 41.83 0.1216 0.0 47.244 5.743 Val = 8.62
M14 0.0 2.703 0.0 7.970 19.903
to 120.0 0.0 0.0 0.0
M13 41.83 0.0050 0.0 7.970 0.040 Val = 2.34
M13 41.89 2.703 0.0 8.310 19.943
to 120.0 0.0 0.0 0.0
M12 83.72 0.0183 0.0 8.310 0.152 Val = 4.68
M12 42.07 2.703 0.0 7.970 20.095
to 120.0 0.0 0.0 0.0
Mil 125.79 0.0389 0.0 7.970 0.310 Val = 7.03
Mil 41.62 2.703 0.0 8.330 20.405
to 120.0 0.0 0.0 0.0
M10 167.41 0.0660 0.0 8.330 0.550 Val = 9.36
M10 42.97 2.703 0.0 7.970 20.955
to 120.0 0.0 0.0 0.0
M9 210.38 0.1008 0.0 7.970 0.803 Val = 11.76
M9 13.46 2.703 0.0 8.310 21.758
to 120.0 0.0 0.0 0.0
M8 223.84 0.1130 0.0 8.310 0.939 Val = 12.52
M8 9.42 2.703 0.0 7.970 22.697
to 120.0 0.0 0.0 0.0
M7 233.26 0.1218 0.0 7.970 0.971 Val = 13.04
M7 11.28 2.703 0.0 8.330 23.668
to 120.0 0.0 0.0 0.0
M6 244.54 0.1331 0.0 8.330 1.109 Val = 13.67
M6 13.75 2.703 0.0 7.970 24.777
to 120.0 0.0 0.0 0.0
M5 258.29 0.1472 0.0 7.970 1.173 Val = 14.44
MS 16.54 2.703 0.0 3.660 25.950
to 120.0 0.0 00 0.0
6 27483 0.1650 0.0 3.660 0.604 Vat = 15.37
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
0.0
274.83 26.554 K Factor = 53.33
M16 -22.47 1.408 15 3.308 3.500 15.004
to 120.0 IT 6.617 9.925 -1.516
10 -22.47 -0.0384 0.0 13.425 -0.516 Val = 4.63
10 0.0 1.408 2E 6.617 20.810 12.972
to 120.0 0.0 6.617 -2.742
ii -22.47 -0.0385 0.0 27.427 -1.056 Val = 4.63
ii 16.96 1.408 0.0 14.820 9.174 K Factor =S.60
to 120.0 0.0 0.0 -2.105
12 -5.51 -0.0028 0.0 14.820 -0.042 Val = 1.14
12 14.84 1.408 2E 6.617 8.520 7.027 K Factor =5.60
to 120.0 0.0 6.617 0.0
13 9.33 0.0075 0.0 15.137 0.114 Val = 1.92
13 14.97 1.408 0.0 14.790 7.141 K Factor =5.60
to 120.0 0.0 0.0 2.062
14 24.3 0.0445 0.0 14.790 0.658 Val = 5.01
14 17.58 1.408 2E 6.617 34.010 9.861 K Factor =5.60
to 120.0 IT 6.617 13.234 4.327
M13 41.88 0.1218 0.0 47.244 5.755 VeI= 8.63
0.0
41.88 19.943 KFactor= 9.38
M17 -22.68 1.408 1E 3.308 3.500 15.134
to 120.0 IT 6.617 9.925 -1.516
15 -22.68 -0.0392 0.0 13.425 -0.526 Vol = 4.67
15 0.0 1.408 25 6.617 20.810 13.092
to 120.0 0.0 6.617 -2.742
16 -22.68 -0.0392 0.0 27.427 -1.074 Vet = 4.67
16 17.05 1.408 0.0 14.820 9.276 K Factor =5.60
to 120.0 0.0 0.0 -2.105
17 -5.63 -0.0030 0.0 14.820 -0.044 Vet = 1.16
17 14.95 1.408 2E 6.617 8.490 7.127 K Factor =S.60
to 120.0 0.0 6.617 0.0
18 9.32 0.0075 0.0 15.107 0.114 VeI= 1.92
18 15.07 1.408 0.0 14.790 7.241 K Factor =5.60
to 120.0 0.0 0.0 2.062
19 24.39 0.0448 0.0 14.790 0.663 Val = 5.03
19 17.68 1.408 2E 6.617 34.010 9.966 K Factor =S.60
to 120.0 IT 6.617 13.234 4.327
M12 42.07 0.1228 0.0 47.244 5.802 Val = 8.67
0.0
42.07 20.095 K Factor= 9.38
M18 -24.95 1.408 1E 3.308 2.000 15.939
to 120.0 IT 6.617 9.925 -1.516
20 -24.95 -0.0467 0.0 11.925 -0.557 Vet = 5.14
20 0.0 1.408 25 6.617 21.810 13.866
to 120.0 0.0 6.617 -2.742
21 -24.95 -0.0467 0.0 28.427 -1.328 Vet = 5.14
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
.. Final Calculations - Hazen-Williams
A&D FIRE SPRINKLERS Page 10
ANA AB RE SUBMITTAL 5-2243 Date
Hyd. Qa Dia. Fitting Pipe Pt Pt
Ref. "C" or Ftng's Pe Pv Notes
Point at P1/Ft Eqv. Ln. Total P1 Pn
21 17.53 1.408 - 0.0 14.820 9.796 K Factor =5.60
to 120.0 0.0 0.0 -2.105
22 -7.42 -0.0049 0.0 14.820 -0.073 Vet = 1.53
22 15.45 1.408 2E 6.617 8.520 7.618 K Factor =5.60
to 120.0 0.0 6.617 0.0
23 8.03 0.0057 0.0 15.137 0.087 Vet = 1.65
23 15.55 1.408 0.0 14.790 7.705 K Factor =5.60
to 120.0 0.0 0.0 2.062
31 23.58 0.0420 0.0 14.790 0.621 Vet = 4.86
31 18.05 1408 2E 6.617 34.010 10.388 K Factor =5.60
to 120.0 IT 6.617 13.234 4.327
Mill 41.63 0.1204 0.0 47.244 5.690 VeI= 8.58
0.0
41.63 20.405 K Factor = 9.22
M19 -31.97 1.408 1E 3.308 3.500 17.278
to 120.0 IT 6.617 9.925 0.0
32 -31.97 -0.0740 0.0 13.425 -0.993 Vet = 6.59
32 0.0 1.408 26 6.617 20.830 16.285
to 120.0 0.0 6.617 0.0
32A -31.97 -0.0739 0.0 27.447 -2.029 Vet = 6.59
32A 21.14 1408 0.0 14.833 14.256 K Factor 5.60
to 120.0 0.0 0.0 -1.516
32B -10.83 -0.0100 0.0 14.833 -0.148 Vet = 2.23
32B 19.87 1.408 26 6.617 8.500 12.592 K Factor 5.60
to 120.0 0.0 6.617 -4.846
33 9.04 0.0071 0.0 15.117 0.108 Vet= 1.86
33 15.69 1.408 0.0 14.790 7.854 K Factor = 5.60
to 120.0 0.0 0.0 2.062
34 24.73 0.0460 0.0 14.790 0.680 Vet = 5.10
34 18.23 1.408 26 6.617 34.010 10.596 K Factor =5.60
to 120.0 IT 6.617 13.234 4.327
MiO 42.96 0.1277 0.0 47.244 6.032 Vet = 8.85
0.0
42.96 20955 K Factor= 9.38
M20 13.46 1.408 1E 3.308 2.000 19.123
to 120.0 IT 6.617 9.925 -0.866
35 13.46 0.0148 0.0 11.925 0.177 VeI= 2.77
35 0.0 1.408 6E 19.85 92.920 18.434
to 120.0 11 6.617 26.467 1.542
M9 13.46 0.0149 0.0 119.387 1.782 Vol = 2.77
0.0
13.46 21.758 K Factor = 2.89
M21 9.42 1.408 1E 3.308 3.500 21.647
to 120.0 IT 6.617 9.925 -1.516
38 9.42 0.0077 0.0 13.425 0.103 Vel= 1.94
38 0.0 1.408 6E 19.85 92.920 20234
to 120.0 IT 6.617 26.467 1.542
M8 9.42 0.0077 0.0 119.387 0.921 Val = 1.94
Final Calculations - Hazen-Williams
A&D FIRE SPRINKLERS Page 11
ANA AB RE SUBMITTAL 5-22-13 Date
Hyd. Oa Dia. Fitting Pipe Pt Pt
Ref. "C or Ftng's Pe Pv Note*******
Point at P1/Ft Eqv. Ln. Total P1 Pn
0.0
9.42 22.697 KFactor= 1.98
M22 11.27 1.408 16 3.308 3.500 22.214
to 120.0 IT 6.617 9.925 -1.516
39 11.27 0.0108 0.0 13.425 0.145 VeI= 2.32
39 0.0 1.408 6E 19.85 92.950 20.843
to 120.0 IT 6.617 26.467 1.542
M7 11.27 0.0107 0.0 119.417 1.283 VeI= 2.32
0.0
11.27 23.668 KFactor= 2.32
M23 13.76 1.408 16 3.308 3.500. 22.688
to 120.0 IT 6.617 9.925 -1.516
40 13.76 0.0155 0.0 13.425 0.208 VeI= 2.84
40 0.0 1.408 6E 19.85 92.920 21.380
to 120.0 IT 6.617 26.467 1.542
M6 13.76 0.0155 0.0 119.387 1.855 VeI= 2.84
0.0
13.76 24.777 KFactor= 2.76
M24 16.54 1.408 1E 3.308 3.500 23.024
to 120.0 IT 6.617 9925 -1.516
41 16.54 0.0218 0.0 13.425 0.293 Val = 3.41
41 0.0 1.408 6E 19.85 92.950 21.801
to 120.0 IT 6.617 26.467 1.542
M5 16.54 0.0218 0.0 119.417 2.607 VeI= 3.41
0.0
16.54 25.950 K Factor= 3.25
M25 16.35 1.408 16 3.308 2.000 23.016
to 120.0 IT 6.617 9.925 -0.866
42 16.35 0.0214 0.0 11.925 0.255 VeI= 3.37
42 0.0 1.408 6E 19.85 93.420 22.405
to 120.0 IT 6.617 26.467 1.542
M4 16.35 0.0214 0.0 119.887 2.561 Vet= 3.37
0.0 *
16.35 26.508 KFactor= 3.18
M26 15.05 1.408 16 3.308 3.500 24.003
to 120.0 IT 6.617 9.925 -1.516
43 15.05 0.0183 0.0 13.425 0.246 Vet = 3.10
43 0.0 1.408 66 19.85 92.950 22.733
to 120.0 IT 6.617 26.467 1.542
M3 15.05 0.0183 0.0 119.417 2.190 Vel = 3.10
0.0
15.05 26.465 K Factor = 2.93
M27 14.49 1.408 1E 3.308 2.000 23.517
to 120.0 IT 6.617 9925 -0.866
44 14.49 0.0170 0.0 11.925 0.203 Val = 2.99
44 0.0 1.408 6E 19.85 93.170 22.854
to 120.0 IT 6.617 26.467 1.542
M2 14.49 0.0171 0.0 119.637 2.047 Vet= 2.99
Computer Programs by 1-tydratec Inc. Route iii Windham N.H. USA 03087 Computer Programs by Hydrutec Inc. Route 111 Windham N.H. USA 03087
. . . Final Calculations - Hazen-Williams AutoPeaking Summary
A&D FIRE SPRINKLERS Page 12 A&D FIRE SPRINKLERS Page 13
ANA AB RE SUBMITTAL 5-22-13 Date ANA AB RE SUBMITTAL 5-22-13 Date
Hyd. Ca Dia. Fitting Pipe Pt Pt Auto Peaking Summary - List of Pipes for Area Calculated
Ref. "C',or Ftngs Pe Pv Notes
Point at PfIFt Eqv. Ln. Total Pt Pn
Left Right
00 Side Side
14.49 26.443 KFactor= 2.82 From To Length From To Length
9 M14 34.010 2 3 20.810
14 M13 34.010 10 11 20.810
19 M12 34.010 15 16 20.810
31 M111 34.010 20 21 21.810
34 MiD 34.010 32 32A 20.830
9 M14 34.010 2 3 20.810
14 M13 34.010 10 11 20.810
19 M12 34.010 15 16 20.810
31 Mill 34.010 20 21 21.810
34 MiD 34.010 32 32A 20.830
Flow Safety Pressure
Required Margin Differential
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Area Calculated I 434.875 10.747 -1.144
Right 14.820 I 436.197 9.603 0.000
Typical Distance Between Heads = 14.820
Split Point Used in Worst Area Peaked = 1
Split Point Used in Area Calculated = 1
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
r I
Ak
.~W.L~wq
- Fire Protection by Computer Design
A&D FIRE SPRINKLER
11465 WOODSIDE AVE
SANTEE CA, 92071
619-448-1962
Job Name ANA AB RE SUBMITTAL 5-16-13
Building : FP-01-FP05
Location 2605 CARLSBAD BLVD
System : 2
Contract F-516
Data File : AB AREA 2.WXF
Computer: Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Page
Date
A&D FIRE SPRINKLER
ANA AB RE SUBMITTAL 5-16-13
HYDRAULIC CALCULATIONS
for
Project name: ARMY NAVY ACADEMY
Location: 2605 CARLSBAD BLVD
Drawing no: FP-01-FP05
Date: 4/20/13
Design
Remote area number: 2
Remote area location: 1ST FLOOR
Occupancy classification: LIGHT HAZARD
Density: .10 - Gpm/SqFt
Area of application: - SqFt
Coverage per sprinkler: - SqFt
Type of sprinklers calculated: VIKING SD-1
No. of sprinklers calculated: 5
In-rack demand: 130.089 - GPM
Hose streams: 100 -GPM
Total water required (including hose streams): 230.089 -GPM
Type of system: WET
Volume of dry or preaction system: -Gal
Water supply information
Date: 2-12-13
Location: CARLSBAD BLVD & CYPRESS AVE
Source: 87 STATIC, 81 RESIDUAL, 1201 GPM
Name of contractor: A&D FIRE SPRINKLERS
Address: 11465 WOODS IDE AVE STE: 200 SANTEE, CA 92071
Phone number: 619-448-1962
Name of designer: DERREK CRIGLER
Authority having jurisdiction: CARLSBAD FIRE DEPARTMENT
Notes: (Include peaking information or gridded systems here.)
@ 66.645 -Psi
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Water i StpIy Curve C
A&D FIRE SPRINKLER Page 2
ANA AB RE SUBMITTAL 5-16-13 Date
City Water Supply: Demand:
Cl - Static Pressure : 78.3 Dl - Elevation : 4.548
C2 - Residual Pressure: 72.9 D2 - System Flow :130.089
C2 - Residual Flow : 1201 D2 - System Pressure : 66.645
Hose ( Demand) :100
D3 - System Demand : 230.089
Safety Margin : 11.401
150
140
130
120
R°
E10°
S90 Cl 80
U 70
C2
-
R6° K
E5°
40
S[I-nj5. ....
30
20
10
I I I I I
200 400 600 800 1000 1200 1400 1600 1800
FLOW (NA1.85)
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Pressure I Flow Summary - STANDARD
A&D FIRE SPRINKLER Page 4
ANA AB RE SUBMITTAL 5-16-13 Date
Node Elevation K-Fact Pt Pn Flow Density Area Press
No. Actual Actual Req.
25.04 0.1 250 20.0
25.16 0.1 250 20.0
25.57
~~#
0.1
U
250
iN
20.0
iM
SDI 58.0 5.6 20.0 na
SD2 58.0 5.6 20.18 na
SD3 56.0 5.6 20.85 na
Pressure / Flow Summary - STANDARD
A&D FIRE SPRINKLER Page 4
ANA AB RE SUBMITTAL 5-16-13 Date
Node
No.
Elevation K-Fact Pt
Actual
Pn Flow
Actual
Density Area Press
Req.
SD1 58.0 5.6 20.0 na 25.04 0.1 250 20.0
SD2 58.0 5.6 20.18 na 25.16 0.1 250 20.0
SD3 58.0 5.6 20.85 na 25.57 0.1 250 20.0
SD4 58.0 5.6 22.29 na 26.44 0.1 250 20.0
SD5 58.0 5.6 24.78 na 27.88 0.1 250 20.0
1A 58.0 36.46 na
2A 58.0 39.82 na
3A 58.0 43.22 na
M14 62.0 42.28 na
M13 62.0 42.61 na
M12 62.0 42.95 na
Mil 62.0 43.28 na
M10 62.0 43.63 na
M9 62.0 43.96 na
M8 62.0 44.3 na
M7 62.0 44.63 na
M6 62.0 44.98 na
MS 62.0 45.31 na
6 62.0 45.46 na
7 62.83 46.29 na
130 49.667 52.83 na
EOL 49.667 54.17 na
TOR 49.0 54.89 na
BOR 42.0 61.18 na
24 42.0 61.37 na
25 37.5 63.32 na
26 37.5 63.39 na
27 42.5 61.25 na
28 42.5 68.32 na
29 37.5 70.51 na
30 37.5 70.56 na
SOR 47.5 66.64 na 100.0
The maximum velocity is 22.52 and it occurs in the pipe between nodes SD5 and 1A
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Final Calculations - Hazen-Williams - 2007
A&D FIRE SPRINKLER Page 5
ANA AB RE SUBMITTAL 5-16-13 Date
Hyd. Qa Dia. Fitting Pipe Pt Pt
Ref. "C" or Ftng's Pe Pv Notes
Point Qt Pf/Ft Eqv. Ln. Total Pf Pn
SDI 25.04 1.536 0.0 6.000 20.000 K Factor = 5.60
to 120.0 0.0 0.0 0.0
SD2 25.04 0.0308 0.0 6.000 0.185 Vel = 4.34
SD2 25.16 1.536 0.0 6.000 20.185 K Factor =5.60
to 120.0 0.0 0.0 0.0
SD3 50.2 0.1115 0.0 6.000 0.669 Vel = 8.69
SD3 25.58 1.536 0.0 6.000 20.854 K Factor = 5.60
to 120.0 0.0 0.0 0.0
SD4 75.78 0.2388 0.0 6.000 1.433 Vel = 13.12
SD4 26.43 1.536 0.0 6.000 22.287 K Factor = 5.60
to 120.0 0.0 0.0 0.0
SD5 102.21 0.4153 0.0 6.000 2.492 Vet = 17.70 --
SD5 27.88 1.536 0.0 18.000 24.779 K Factor = 5.60
to 120.0 0.0 0.0 0.0
1A 130.09 0.6491 0.0 18.000 11.683 Vel = 22.52
1A 0.0 2.203 0.0 30.000 36.462
to 120.0 0.0 0.0 0.0
2A 130.09 0.1121 - 0.0 30.000 3.363 Vel = 10.95
2A 0.0 2.703 4E 37.301 44.750 39.825
to 120.0 0.0 37.301 0.0
3A 130.09 0.0414 0.0 82.051 3.396 Vel = 7.27
3A 0.0 2.703 iT 18.651 0.500 43.221
to 120.0 0.0 18.651 -1.732
M14 - 130.09 0.0414 0.0 19.151 0.792 Vet = 7.27
M14 0.0 2.703 0.0 7.970 42.281
to 120.0 0.0 0.0 0.0
M13 130.09 0.0414 0.0 7.970 0.330 Vet = 7.27
M13 0.0 2.703 0.0 8.310 42.611
to 120.0 0.0. 0.0 0.0
M12 130.09 0.0414 0.0 8.310 0.344 Vel = 7.27
M12 0.0 2.703 0.0 7.970 42.955
to 120.0 0.0 0.0 0.0
Mill 130.09 0.0414 0.0 7.970 0.330 . Vel = 7.27
Mil 0.0 2.703 0.0 8.330 43.285
to 120.0 0.0 0.0 0.0
M10 130.09 0.0414 0.0 8.330 -. 0.345 Vet = 7.27
M10 0.0 2.703 0.0 7.970 43.630
to 120.0 0.0 0.0 0.0
M9 130.090.0414 - 0.0 7.970 0.330 Vet = 7.27
M9 0.0 2.703 0.0 8.310 43.960
to 120.0 0.0 0.0 0.0
M8 130.09 0.0413 0.0 8.310 0.343 Vet = 7.27
M8 0.0 2.703 0.01 7.970 44.303
to 120.0 0.01 0.0 0.0
M7 130.09 0.0414 0.0 7.970 0.330 Vel = 7.27
M7 0.0 2.703 0.0 8.330 44.633
to 120.0 0.0 0.0 0.0
M6 130.09 0.0414 0.0 8.330 0.345 Vel = 7.27
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Final Calculations - Hazen-Williams
A&D FIRE SPRINKLER Page 6
ANA AB RE SUBMITTAL 5-16-13 Date
Hyd. Qa Dia. Fitting Pipe Pt Pt
Ref. "C" or Ftng's Pe Pv ******* Notes ******
Point Qt Pf/Ft Eqv. Ln. Total Pf Pn
M6 0.0 2.703 0.0 7.970 44.978
to 120.0 0.0 0.0 0.0
M5 130.09 0.0414 0.0 7.970 0.330 Vet = 7.27
M5 0.0 2.703 0.0 3.660 45.308
to 120.0 0.0 0.0 0.0
6 130.09 0.0415 0.0 3.660 - 0.152 Vet = 7.27
6 0.0 2.703 IT 18.651 0.830 45.460
to 120.0 1E 9.325 27.976 -0.359
7 130.09 0.0413 0.0 28.806 1.191 Vet = 7.27
7 0.0 3.314 1E 10.191 22.470 46.292
to 120.0 1 21.838 32.029 5.701
130 130.09 0.0153 0.0 54.499 0.836 Vet = 4.84
130 0.0 3.314 1 21.838 44.915 52.829
to 120.0 2E 20.383 42.221 0.0
EOL 130.09 0.0153 -0.0 87.136 1.337 Vet = 4.84
EOL 0.0 3.314 2E 20.383 7.750 54.166
to 120.0 0.0 20.383 0.289
TOR 130.09 0.0154 0.0 28.133 0.432 Vet = 4.84
TOR 0.0 3.314 1E 10.191 7.000 54.887
to 120.0 lFsp 0.0 10.191 6.032 **Fixed Loss 3
BOR 130.09 0.0153 0.0 17.191 0.263 Vet = 4.84
BOR 0.0 3.26 1E 9.408 1.917 61.182
to 120.0 0.0 9.408 0.0
24 130.09 0.0166 0.0 11.325 0.188 Vet = 5.00
24 0.0 6.275 0.0 4.500 61.370
to 120.0 0.0 0.0 1.949
25 130.09 0.0007 0.0 4.500 0.003 Vet = 1.35
25 0.0 5.86 2E 31.498 55.760 63.322
to 140.0 0.0 31.498 0.0
26 130.09 0.0007 0.0 87.258 0.063 Vet = 1.55
26 0.0 6.275 2E 33.048 5.000 63.385
to 120.0 0.0 33.048 -2.166
27 130.09 0.0007 0.0 38.048 0.027 Vet = 1.35
27 0.0 6.275 iZic 0.0 4.540 61.246
to 140.0 0.0 0.0 7.074 * * Fixed Loss = 7.074
28 130.09 0.0004 0.0 4.540 0.002 Vet = 1.35
28 0.0 6.275 2E 33.048 5.000 68.322
to 120.0 0.0 33.048 2,166
29 130.09 0.0007 0.0 38.048 0.026 Vet = 1.35
29 0.0 5.86 1G 3.375 31.080 70.514
to 140.0 iT 33.748 37.123 0.0
30 130.09 0.0007 0.0 68.203 0.049 Vet = 1.55
30 0.0 5.86 2T 67.496 491.080 70.563
to 140.0 1E 15.749 83.245 -4.331
SOR 130.09 0.0007 0.0 574.325 0.413 Vet = 1.55
100.00 Qa = 100.00
230.09 66.645 K Factor= 28.18
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
- - Fire Protection by Computer Design
A&D FIRE SPRINKLER
11465 WOODSIDE AVE
SANTEE CA, 92071
619-448-1962
Job Name : ANA AB RE SUBMITTAL 5-22-13
Building FP-01-FP-05
Location : 2605 CARLSBAD BLVD
System 3
Contract : F-516
Data File : AB AREA 3.WXF
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Page
Date
A&D FIRE SPRINKLER
ANA AB RE SUBMITTAL 5-22-13
HYDRAULIC CALCULATIONS
for
Project name: ARMY NAVY ACADEMY
Location: 2605 CARLSBAD BLVD
Drawing no: FP-01-FP-05
Date: 4/20/13
Design
Remote area number: 3
Remote area location: 1ST FLOOR
Occupancy classification: LIGHT HAZARD
Density: .10 - Gpm/SqFt
Area of application: 1077- SqFt
Coverage per sprinkler: 130 - SqFt
Type of sprinklers calculated: VIKING
No. of sprinklers calculated: 13
In-rack demand: 206.754 - GPM
Hose streams: 100 -GPM
Total water required (including hose streams): 306.754 -GPM
Type of system: WET
Volume of dry or preaction system: -Gal
Water supply information
Date: 2-12-13
Location: CARLSBAD BLVD & CYPRESS AVE
Source: 87 STATIC, 81 RESIDUAL, 1201 GPM
Name of contractor: A&D FIRE SPRINKLERS
Address: 11465 WOODSIDE AVE STE: 200 SANTEE, CA 92071
Phone number: 619-448-1962
Name of designer: DERREK CRIGLER
Authority having jurisdiction: CARLSBAD FIRE DEPARTMENT
Notes: (Include peaking information or gridded systems here.)
@ 67.619 - Psi
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Water )ply Curve C
A&D FIRE SPRINKLER Page 2
ANA AB RE SUBMITTAL 5-22-13 Date
City Water Supply: Demand:
Cl - Static Pressure : 78.3 Dl - Elevation : 2.165
C2 - Residual Pressure: 72.9 D2 - System Flow : 206.754
C2 - Residual Flow : 1201 D2 - System Pressure : 67.619
Hose (Demand) :100
D3 - System Demand : 306.754
Safety Margin : 10.249
150
140
130
120
R°
E10°
S90 Cl
s 8°
U 70 p
C2
-
R6° 3
E5°
40
30 -
20
10
...•_... _____
..
......
........
..........
200 400 600 800 1000 1200 1400 1600 1800
FLOW( N"1.85)
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Fitting-, ;ed Summary
A&D FIRE SPRINKLER Page 3
ANA AB RE SUBMITTAL 5-22-13 Date
Fitting Legend
Abbrev. Name 1/2 % 1 1% 11/2 _2 21/2 3 31/2 4 5 6 8 10 12 14 16 18 20 24
E NFPA 13 90' Standard Elbow 1 2 2 3 4 5 6 7 8 10 12 14 18 22 27 35 40 45 50 61
F NFPA 13 45'Elbow 1 1 1 1 2 2 3 3 3 4 5 7 9 11 13 17 19 21 24 28
Fsp Flow Switch Potter VSR Fitting generates a Fixed Loss Based on Flow
G NFPA 13 Gate Valve 0 0 0 0 0 1 1 1 1 2 2 3 4 5 6 7 8 10 11 13
T NFPA 139O'FlowthruTee 3 4 5 6 8 10 12 15 17 20 25 30 35 50 60 71 81 91 101 121
Zic Wilkins 350ADA Fitting generates a Fixed Loss Based on Flow
Units Summary
Diameter Units Inches
Length Units Feet
Flow Units US Gallons per Minute
Pressure Units Pounds per Square Inch
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 CFactors of other than 120 and diameters other than Sched 40 per NFPA.
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Pressure / Flow Summary - STANDARD
A&D FIRE SPRINKLER Page 4
ANA AB RE SUBMITTAL 5-22-13 Date
Node Elevation K-Fact Pt Pn Flow Density Area Press
No. Actual Actual Req.
4 52.5 5.6 7.0 na 14.82 0.1 130 7.0
45 52.5 5.6 7.05 na 14.87 0.1 130 7.0
46 52.5 5.6 7.71 na 15.55 0.1 130 7.0
47 52.5 10.96 na
48 52.5 21.58 na
49 50.56 24.72 na
50 50.56 26.14 na
51 50.56 29.31 na
52 62.06 27.7 na
53 62.06 36.21 na
M27 63.56 36.08 na
M28 62.06 36.95 na
5 65.56 36.1 na
Ml 62.0 42.41 na
M2 62.0 42.43 na
M3 62.0 . 42.5 na
M4 62.0 42.64 na
6 62.0 42.78 na
7 62.83 45.23 na
130 49.667 52.9 na
EOL 49.667 56.05 na
TOR 49.0 57.35 na
BOR 42.0 64.01 na
24 42.0 64.45 na
25 37.5 66.41 na
26 37.5 66.56 na
27 42.5 64.45 na
28 42.5 68.64 na
29 37.5 70.86 na
30 37.5 70.98 na
SOR 47.5 67.62 na 100.0
56 52.5 5.6 7.04 na 14.86 0.1 130 7.0
57 52.5 7.4 na
58 50.56 8.46 na
59 50.56 8.58 na
60 52.26 8.31 na
61 53.55 11.71 na
62 56.56 20.96 na
63 56.56 22.01 na
64 52.5 5.6 7.89 na 15.73 0.1 130 7.0
65 52.5 5.6 7.42 na 15.25 0.1 130 7.0
66 52.5 5.6 7.29 na 15.12 0.1 130 7.0
67 52.5 5.6 7.29 na 15.12 0.1 130 7.0
68 52.5 7.48 na
69 50.56 8.44 na
70 50.56 8.44 na
71 52.5 7.61 na
73 52.5 5.6 7.63 na 15.47 0.1 130 7.0
74 52.5 5.6 7.83 na 15.67 0.1 130 7.0
75 52.5 5.6 8.97 na 16.77 0.1 130 7.0
76 52.5 5.6 11.41 na 18.91 0.1 130 7.0
77 52.5 23.74 na
M26 62.06 36.39 na
M25 63.56 38.02 na
M24 62.06 40.32 na
M23 62.06 40.71 na
M22 62.06 40.99 na
M21 62.06 41.17 na
M20 63.56 40.84 na
M19 62.06 41.7 na
M18 63.56 41.17 na
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Flow Summary - Standard
A&D FIRE SPRINKLER Page 5
ANA AB RE SUBMITTAL 5-22-13 Date
Node Elevation K-Fact Pt Pn Flow Density Area Press
No. Actual Actual Reg.
62.06 41.89 na
62.06 41.92 na
62.06 41.92 na
65.56 40.45 na
71.89 37.77 na
76.75 35.7 na
76.75 35.74 na
71.99 37.83 na
62.0 42.27 na
62.0 42.27 na
62.0 42.28 na
62.0 42.29 na
62.0 42.3 na
62.0 42.33 na
62.0 42.37 na
62.0 42.44 na
62.0 42.54 na
62.0 42.68 na
65.56 35,62 na
65.56 35.86 na
65.56 37.61 na
65.56 39.09 na
65.56 39.42 na
65.56 39.65 na
65.56 39.8 na
65.56 40.07 na
76.75 35.57 na
71.99 37.71 na
65.56 40.26 na
76.75 35.65 na
71.99 37.77 na
65.56 40.36 na
71.99 37.66 na
76.75 35.64 na
76.75 35.7 na
71.99 37.8 na
65.56 40.42 na
71.99 37.71 na
76.75 35.68 na
76.75 35.73 na
71.99 37.82 na
65.56 40.45 na
71.99 37.73 na
76.75 35.7 na
76.75 35.74 na
71.99 37.83 na
53.55 5.6 11.07 na 18.63 0.1 130 7.0
The maximum velocity is 18.15 and it occurs in the pipe between nodes 51 and 52
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Final Calculations - Hazen-Williams - 2007
A&D FIRE SPRINKLER Page 6
ANA AB RE SUBMITTAL 5-22-13 Date
Hyd. Qa Dia. Fitting Pipe Pt Pt
Ref. "C" or Ftng's Pe Pv ******* Notes
Point Qt Pf/Ft Eqv. Ln. Total Pf Pn
4 9.60 1.536 0.0 9.440 7.000 K Factor = 5.60
to 120.0 0.0 0.0 0.0
45 9.6 0.0052 0.0 9.440 0.049 Vet = 1.66
45 14.87 1.536 2E 10.108 12.210 7.049 K Factor= 5.60
to 120.0 0.0 10.108 0.0
46 24.47 0.0295 0.0 22.318 0.659 Vet = 4.24
46 15.55 1.536 3E 15.162 29.180 7.708 K Factor= 5.60
to 120.0 0.0 15.162 0.0
47 40.02 0.0733 0.0 - 44.342 3.250 Vet = 6.93
47 46.97 1.536 2T 20.216 14.250 10.958
to 120.0 0.0 20.216 0.0
48 86.99 0.3082 0.0 34.466 10.624 Vet = 15.06
48 0.0 1.728 1 11.29 1.940 21.582
to 120.0 0.0 11.290 0.840
49 86.99 0.1738 0.0 13.230 -
2.299 Vet = 11.90
49 49.22 2.203 0.0 11.670 24.721
to 120.0 0.0 0.0 0.0
50 _136.210.1220 -0.011.670 1.424 Vet=11A6
50 70.54 2.203 1E 6.819 5.170 26.145
to 120.0 0.0 6.819 0.0
51 206.75 0.2641 0.0 11.989 3.166 Vet = 17.40
51 0.0 2.157 0.0 11.500 29.311
to 120.0 0.0 0.0 -4.981
52 206.75 0.2927 0.0 11.500 3.366 VeI= 18.15
52 0.0 2.203 1E 6.819 11.780 27.696
to 120.0 iT 13.639 20.458 0.0
53 206.750.2641 0.0 32.238 8.514 Vet = 17.40
53 -151.73 2.203 2E 13.639 9.100 36.210
to 120.0 0.0 13.639 -0.650
M27 - 55.02 0.0228 0.0 22.739 0.519 Vet = 4.63
M27 -27.90 2.203 2E 13.639 9.250 36.079
to 120.0 iT 13.639 27.278 0.650
M28 27:12 0.0062 0.0 36.528 0.225 Vet = 2.28
M28 0.0 1.536 1E 5.054 3.500 36.954
to 120.0 iT 10.108 15.162 -1.516
5 27.12 0.0357 0.0 18.662 0.666 - Vet = 4,70
5 0.0 1.536 6E 30.324 92.950 36.104
to 120.0 iT 10.108 40.432 1.542
Ml 27.12 0.0357 0.0 133.382 4.761 Vet _4.70
Mi 0.0 2.703 0.0 7.970 42.407
to 120.0 0.0 0.0 0.0
M2 27.12 0.0023 0.0 7.970 0.018 Vet=1.52
M2 27.90 2.703 0.0 8.590 42.425
to 120.0 0.0 0.0 0.0
M3 55.02 0.0085 0.0 8.590 0.073 Vet =3.08
M3 28.85 2.703 0.0 7.960 42.498
to 120.0 0.0 0.0 0.0
M4 83.87 0.0183 0.0 7.960 0.146 Vet=4.69
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Final Calculations - Hazen-Williams
A&D FIRE SPRINKLER Page 7
ANA AB RE SUBMITTAL 5-22-13 Date
Hyd. Qa Dia. Fitting Pipe Pt Pt
Ref. "C" or Ftng's Pe Pv Notes
Point Qt Pf/Ft Eqv. Ln. Total Pf Pn
M4 22,91 2.703 0.0 4.640 42.644
to 120.0 0.0 0.0 0.0
6 106.78 0.0287 0.0 4.640 0.133 Vel = 5.97
6 99.97 2.703 IT 18.651 0.830 42.777
to 120.0 1 9.325 27.976 -0.359
7 206.75 0.0975 0.0 28.806 2.809 Vel = 11.56
7 0.0 3.314 1E 10.191 22.470 45.227
to 120.0 IT 21.838 32.029 5.701
130 206.75 0.0361 0.0 54.499 1.970 Vel = 7.69
130 0.0 3.314 IT 21.838 44.915 52.898
to 120.0 2E 20.383 42.221 0.0
EOL 206.75 0.0362 0.0 87.136 3.151 Vel= 7.69
EOL 0.0 3.314 2E 20.383 7.750 56.049
to 120.0 0.0 20.383 0.289
TOR 206.75 0.0361 0.0 28.133 1.016 Vel = 7.69
TOR 0.0 3.314 1E 10.191 7.000 57.354
to 120.0 IFsp 0.0 10.191 6.032 **Fixed Loss 3
BOR 206.75 0.0362 0.0 17.191 0.622 - Vel- 7.69
BOR 0.0 3.26 1 9.408 1.917 64.008
to 120.0 0.0 9.408 0.0
24 206.750.0391 0.011.325 0.443 Vel _7.95
24 0.0 6.275 0.0 4.500 64.451
to 120.0 0.0 0.0 1.949
25 206.75 0.0016 0.0 4.500 0.007 Vel = 2.14
25 0.0 5.86 2E 31.498 55.760 66.407
to 140.0. 0.0 31.498 0.0
26 - 206.75 0.0017 0.0 87.258 0.148 Vel = 2.46
26 0.0 6.275 2E 33.048 5.000 66.555
to 120.0 0.0 33.048 -2.166
27 206.75 0.0016 - 0.0 38.048 0.062 Vel=2.14
27 0.0 6.275 lZic 0.0 4.540 64.451
to 140.0 0.0 0.0 4.179 * * Fixed Loss = 4.179
28 206.75 0.0011 0.0 4.540 0.005 Vel = 2.14
28 0.0 6.275 2E 33.048 5.000 68.635
to 120.0 0.0 33.048 2.166
29 206.75 0.0016 0.0 38.048 0.061 Vel =2.14 -
29 0.0 5.86 1G 3.375 31.080 70.862
to 140.0 1T 33.748 37.123 0.0
30 206.750.0017 0.068.203 0.116 Vel=2.46
30 0.0 5.86 2T 67.496 491.080 70.978
to 140.0 1E 15.749 83.245 -4.331
SOR206.750.0017 0.0 574.325 0.972 Vel=2.46
100.00 Qa= 100.00
306.75 67.619 KFactor= 37.30
4 5.21 1.536 2E 10.108 11.820 7.000
to 120.0 0.0 10.108 0.0
56 5.210.0017 0.0 21 .928 0.037 Vel=0.90
56 14.86 1.536 0.0 17.960 7.037 K Factor= 5.60
to 120.0 0.0 0.0 0.0
57 20.07 0.0204 0.0 17.960 0.367 Vel = 3.47
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Final Calculations - Hazen-Williams
A&D FIRE SPRINKLER Page 8
ANA AB RE SUBMITTAL 5-22-13 Date
Hyd. Qa Dia. Fitting Pipe Pt Pt
Ref. "C" or Ftng's Pe Pv ******* Notes
Point Qt Pf/Ft Eqv. Ln. Total Pf Pn
57 0.0 1.728 IE 5.645 1.940 7.404
to 120.0 iT 11.29 16.935 0.840
58 20.07 0.0115 0.0 18.875 0.218 VeI= 2.75
58 10.52 2.203 0.0 15.610 8.462
to 120.0 0.0 0.0 0.0
59 30.59 0.0077 0.0 15.610 0.120 Vet = 2.57
59 0.0 1.728 iT 11.29 1.700 8.582
to 120.0 1E 5.645 16.935 -0.736
60 30.59 0.0251 0.0 18.635 0.468 Vel = 4.18
60 0.0 1.536 6E 30.324 58.260 8.314
to 120.0 0.0 30.324 -0.559
61 30.59 0.0446 0.0 88.584 3.951 Vet = 5.30
61 18.63 1.536 3T 30.324 47.680 11.706
to 120.0 4E 20.216 50.540 -1.304
62 49.22 0.1075 0.0 98.220 10.559 Vel = 8.52
62 0.0 1.728 iT 11.29 6.000 20.961
to 120.0 0.0 11.290 0.0
63 49.22 0.0606 0.0 17.290 1.048 Vel = 6.73
63 0.0 2.203 0.0 6.120 22.009
to 120.0 0.0 0.0 2.599
49 49.22 0.0185 -
0.0 6.120 0.113 Vet= 4.14
0.0
49.22 24.721 K Factor= 9.90
47 -46.97 1.536 1E 5.054 26.100 10.958
to 120.0 0.0 5.054 0.0
64 -46.97 -0.0986 0.0 31.154 -3.071 Vet = 8.13
64 15.73 1.536 0.0 10.140 7.887 K Factor= 5.60
to 120.0 0.0 0.0 0.0
65 -31.24 -0.0464 0.0 10.140 -0.471 Vel = 5.41
65 15.25 1.536 0.0 9.440 7.416 K Factor =5.60
to 120.0 0.0 0.0 0.0
66 -15.99 -0.0133 0.0 9.440 -0.126 Vet = 2.77
66 15.12 1.536 0.0 10.900 7.290 K Factor= 5.60
to 120.0 0.0 0.0 0.0
67 -0.87-0.0001 0.0 10.900 -0.001 VeI 0.15
67 15.12 1.536 0.0 17.960 7.289 K Factor= 5.60
to 120.0 0.0 0.0 0.0
68 14250.0109 0.0 --17.960 0.195 Vet = 2.47
-
68 0.0 1.728 1E 5.645 1.940 7.484
to 120.0 1 11.29 16.935 0.840
69 14.250.0061 0.018.875 0.115 Vel =1.95
69 -3.73 2.203 4F 10.911 10.270 8.439
to 120.0 0.0 10.911 0.0
58 10.520.0011 0.0 21.181 0.023 Vel =0.89
0.0
10.52 8.462 KFactor=3.62
69 3.72 2.203 0.0 10.090 8.439
to 120.0 0.0 0.0 0.0
70 3.72 0.0002 0.0 10.090 0.002 Vet = 0.31
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
S
Final Calculations - Hazen-Williams
A&D FIRE SPRINKLER Page 9
ANA AB RE SUBMITTAL 5-22-13 Date
Hyd.
Ref.
Qa Dia. "C'.or
Fitting Pipe
Ftngs
Pt Pt
Pe Pv Notes
Point Qt Pf/Ft Eqv. Ln. Total Pf Pn
70 0.0 1.728 1E 5.645 1.940 8.441
to 120.0 IT 11.29 16.935 -0.840
71 3.72 0.0005 0.0 18.875 0.009 Vet = 0.51
71 0.0 1.536 0.0 17.960 7.610
to 120.0 0.0 0.0 0.0
73 3.72 0.0009 0.0 17.960 0.017 - Vel = 0.64
73 15.47 1.536 0.0 10.900 7.627 K Factor = 5.60
to 120.0 0.0 0.0 0.0
74 19.19 0.0188 0.0 10.900 0.205 Vet = 3.32
74 15.67 1.536 2E 10.108 9.930 7.832 K Factor= 5.60
to 120.0 0.0 10.108 0.0
75 34.86 0.0568 0.0 20.038 1.138 Vel = 6.04
75 16.77 1.536 2E 10.108 10.640 8.970 K Factor =5.60
to 120.0 0.0 10.108 0.0
76 51.63 0.1174 0.0 20.748 2.436 Vel = 6.94
76 18.92 1.536 2E 10.108 38.760 11.406 K Factor = 5.60
to 120.0 1 10.108 20.216 0.0
77 70.55 0.2092 0.0 58.976 12.339 Vet = 12.22
77 0.0 1.728 1 11.29 1.940 23.745
to 120.0 0.0 11.290 0.840
50 70.55 0.1179 0.0 13.230 1.560 Vel = 9.65
0.0
70.55 26.145 KFactor= 13.80
53 151.73 2.203 0.0 1.210 36.210
to 120.0 0.0 0.0 0.0
M26151.730.1488 0.0 1.210 0.180 - Vel =12.77
M26 -28.84 2.203 2E 13.639 9.000 36.390
to 120.0 0.0 13.639 -0.650
M25 122.89 0.1009 0.0 22.639 2.284 Vet =10.34
M25 -22.91 2.203 2E 13.639 10.280 38.024
to 120.0 0.0 13.639 0.650
M24 99.98 0.0689 0.0 23.919 1.647 Vel = 8.42
M24 -17.20 2.203 0.0 8.000 40.321
to 120.0 0.0 0.0 0.0
M23 82.78 0.0486 0.0 8.000 - 0.389 Vel = 6.97
M23 -14.97 2.203 0.0 8.290 40.710
to 120.0 0.0 0.0 0.0
M22 67.81 0.0335 0.0 8.290 0.278 - Vet = 5.71
M22 -13.16 2.203 0.0 8.000 40.988
to 120.0 0.0 0.0 0.0
M21 54.65 0.0225 0.0 8.000 0.180 Vel = 4.60
M21 -11.87 2.203 2E 13.639 8.780 41.168
to 120.0 0.0 13.639 -0.650
M20 42.78 0.0144 0.0 22.419 0.322 Vet = 3.60 -
M20 -9.74 2.203 2E 13.639 10.500 40.840
to 120.0 0.0 13.639 0.650
M19 33.040.0089 0.024.139 0.214 Vel _2.78
-
M19 -8.04 2.203 2E 13.639 8.800 41.704
to 120.0 0.0 13.639 -0.650
M18 25.0 0.0053 0.0 22.439 0.119 . Vet = 2.10
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
*
Final Calculations - Hazen-Williams
A&D FIRE SPRINKLER Page 10
ANA AB RE SUBMITTAL 5-22-13 Date
Hyd, Qa Dia. Fitting Pipe Pt Pt
Ref. "C' or Ftng's Pe Pv ******* Notes ******
Point Qt Pf/Ft Eqv. Ln. Total Pf Pn
M18 -6.95 2.203 2E 13.639 10.500 41.173
to 120.0 0.0 13.639 0.650
M17 18.05 0.0029 0.0 24.139 0.070 Vet= 1.52
M17 -6.24 2.203 iT 13.639 8.270 41.893
to 120.0 0.0 13.639 0.0
M16 11.81 0.0013 0.0 21.909 0.029 Vet = 0.99
M16 -5.93 2.203 0.0 8.000 41.922
to 120.0 0.0 0.0 0.0
M15 5.88 0.0004 0.0 8.000 0.003 Vet = 0.49
M15 0.0 1.536 iT 10.108 3.500 41.925
to 120.0 1E 5.054 15.162 -1.516
3 5.88 0.0021 0.0 18.662 0.039 Vet = 1.02
3 0.0 1.536 2E 10.108 20.810 40.448
to 120.0 0.0 10.108 -2.742
2 5.88 0.0021 0.0 30.918 0.066 Vet = 1.02
2 0.0 1.536 0.0 14.820 37.772
to 120.0 0.0 0.0 -2.105
5.88 0.0021 0.0 14.820 0.031 Vet = 1.02
1 0.0 1.536 2E 10.108 8.490 35.698
to 120.0 0.0 10.108 0.0
8 5.88 0.0022 0.0 18.598 0.040 Vet = 1.02
8 0.0 1.536 0.0 14.790 35.738
to 120.0 0.0 0.0 2.062
9 5.88 0.0020 0.0 14.790 0.030 Vet = 1.02
9 0.0 1.536 2E 10.108 34.010 37.830
to 120.0 iT 10.108 20.216 4.327
M14 5.88 0.0021 0.0 54.226 0.115 - Vet = 1.02
M14 0.0 2.703 0.0 7.970 42.272
to 120.0 0.0 0.0 0.0
M13 5.88 0.0001 0.0 7.970 0.001 Vet =0.33
M13 5.93 2.703 0.0 8.310 42.273
to 120.0 0.0 0.0 0.0
M12 11.810.0005 0.0 8.310 0.004 Vet=0.66
M12 6.24 2.703 0.0 7.970 42.277
to 120.0 0.0 0.0 0.0
Mil 18.05 0.0010 0.0 7.970 0.008 Vet=1.01
Mil 6.95 2.703 0.0 8.330 42.285
to 120.0 0.0 0.0 0.0
M10 25.0 0.0020 0.0 8.330 0.017 Vet = 1.40
MiO 8.04 2.703 0.0 7.970 42.302
to 120.0 0.0 0.0 0.0
M9 33.04 0.0033 0.0 7.970 0.026 Vet = 1.85
M9 9.74 2.703 0.0 8.310 42.328
to 120.0 0.0 0.0 0.0
M8 42.78 0.0053 0.0 8.310 0.044 Vet = 2.39
M8 11.87 2.703 0.0 7.970 42.372
to 120.0 0.0 0.0 0.0
M7 54.65 0.0083 0.0 7.970 0.066 Vet = 3.06
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Final Calculations - Hazen-Williams
A&D FIRE SPRINKLER Page 11
ANA AB RE SUBMITTAL 5-22-13 Date
Hyd. Qa Dia. Fitting Pipe Pt Pt
Ref. "C" or Ftngs Pe Pv Notes
Point Qt Pf/Ft Eqv. Ln. Total Pf Pn
M7 13.16 2.703 0.0 8.330 42.438
to 120.0 0.0 0.0 0.0
M6 67.81 0.0124 0.0 8.330 0.103 Vel = 3.79
M6 14.97 2.703 0.0 7.970 42.541
to 120.0 0.0 0.0 0.0
MS 82.78 0.0179 0.0 7.970 0.143 - Vet = 4.63
MS 17.20 2.703 0.0 3.660 42.684
to 120.0 0.0 0.0 0.0
6 99.98 0.0254 0.0 3.660 0.093 Vel = 5.59
0.0
99.98 42.777 K Factor= 15.29
M26 28.84 1.536 1E 5.054 3.500 36.390
to 120.0 iT 10.108 15.162 -1.516
43 28.84 0.0400 0.0 18.662 0.747 Vel = 4.99
43 0.0 1.536 6E 30.324 92.950 35.621
to 120.0 IT 10.108 40.432 1.542
M3 28.84 0.0400 0.0 133.382 5.335 Vel = 4.99
0.0
28.84 42.498 K Factor = 4.42
M27 27.90 1.536 1E 5.054 2.000 36.079
to 120.0 iT 10.108 15.162 -0.866
44 27.9 0.0376 0.0 17.162 0.646 Vel = 4.83
44 0.0 1.536 6E 30.324 93.170 35.859
to 120.0 IT 10.108 40.432 1.542
M2 27.9 0.0376 0.0 133.602 5.024 Vel = 4.83
0.0
27.90 42.425 K Factor= 4.28
M25 22.91 1.536 1E 5.054 2.000 38.024
to 120.0 IT 10.108 15.162 -0.866
42 22.91 0.0261 0.0 17.162 0.448 Vel = 3.97
42 0.0 1.536 6E 30.324 93.420 37.606
to 120.0 1 10.108 40.432 1.542
M4 22.91 0.0261 0.0 133.852 3.496 Vel = 3.97
0.0
22.91 42.644 K Factor = 3.51
M24 17.20 1.536 1E 5.054 3.500 40.321
to 120.0 1 10.108 15.162 -1.516
41 17.2 0.0154 0.018.662 -0.287 Vel =2.98 -
41 0.0 1.536 6E 30.324 92.950 39.092
to 120.0 IT 10.108 40.432 1.542
M5 17.2 0.0154 0.0 133.382 2.050 Vel = 2.98
0.0
17.20 42.684 K Factor = 2.63
M23 14.96 1.536 1 5.054 3.500 40.710
to 120.0 IT 10.108 15.162 -1.516
40 14.96 0.0119 0.0 18.662 0.222 VeI= 2.59
40 0.0 1.536 6E 30.324 92.920 39.416
to 120.0 IT 10.108 40.432 1.542
M6 14.96 0.0119 0.0 133.352 1.583 Vel = 2.59
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Final Calculations - Hazen-Williams
A&D FIRE SPRINKLER Page 12
ANA AB RE SUBMITTAL 5-22-13 Date
Hyd. Qa Dia. Fitting Pipe Pt Pt
Ref. "C or Ftngs Pe Pv ******* Notes
Point Qt Pf/Ft Eqv. Ln. Total Pf Pn
0.0
14.96 42.541 KFactor= 2.29
M22 13.16 1.536 1E 5.054 3.500 40.988
to 120.0 IT 10.108 15.162 -1.516
39 13.16 0.0094 0.0 18.662 0.175 Vel = 2.28
39 0.0 1.536 6E 30.324 92.950 39.647
to 120.0 IT 10.108 40.432 1.542
M7 13.16 0.0094 0.0 133.382 1.249 Vel = 2.28
0.0
13.16 42.438 KFactor= 2.02 -
M21 11.88 1.536 1E 5.054 3.500 41.168
to 120.0 IT 10.108 15.162 -1.516
38 11.88 0.0078 0.0 18.662 0.145 Vel = 2.06
38 0.0 1.536 6E 30.324 92.920 39.797
to 120.0 IT 10.108 40.432 1.542
MB 11.88 0.0077 0.0 133.352 1.033 - Vel = 2.06
0.0
11.88 42.372 KFactor= 1.83
M20 9.73 1.536 1E 5.054 2.000 40.840
to 120.0 IT 10.108 15.162 -0.866
35 9.73 0.0053 0.0 17.162 0.091 Vel = 1.68
35 0.0 1.536 4E 20.216 45.150 40.065
to '120.0 0.0 20.216 -4.846
36 9.73 0.0054 0.0 65.366 0.351 Vel = 1.68
36 0.0 1.536 0.0 14.790 35.570
to 120.0 0.0 0.0 2.062
37 9.73 0.0053 0.0 14.790 0.078 Vel = 1.68
37 0.0 1.536 2E 10.108 34.010 37.710
to 120.0 IT 10.108 20.216 4.327
M9 9.73 0.0054 0.0 54.226 0.291 Vel = 168
0.0
9.73 42.328 K Factor= 1.50
M19 8.04 1.536 1 5.054 3.500 41.704
to 120.0 IT 10.108 15.162 -1.516
32 8.04 0.0038 - 0.0 18.662 0.070 Vel = 1.39
32 0.0 1.536 4E 20.216 44.120 40.258
to 120.0 0.0 20.216 -4.846
33 8.04 0.0038 0.0 64.336 0.242 Vel = 1.39
33 0.0 1.536 0.0 14.790 35.654
to 120.0 0.0 0.0 2.062
34 - 8.04 0.0037 0.0 14.790 0.055 Vel = 1.39______________
34 0.0 1.536 2E 10.108 34.010 37.771
to 120.0 IT 10.108 20.216 4.327
M10 8.04 0.0038 0.0 54.226 0.204 Vel = 1.39
0.0
8.04 42.302 KFactor=__1.24
M18 6.96 1.536 1E 5.054 2.000 41.173
to 120.0 IT 10.108 15.162 -0.866
20 6.96 0.0029 0.0 17.162 0.049 Vel = 1.21
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Final Calculations - Hazen-Williams
A&D FIRE SPRINKLER Page 13
ANA AB RE SUBMITTAL 5-22-13 Date
Hyd.
Ref.
Qa Dia.
"C"
Fitting
or
Pipe
Ftngs
Pt Pt
Pe Pv Notes
Point Qt Pf/Ft Eqv. Ln. Total Pf Pn
20 0.0 1.536 2E 10.108 21.810 40.356
to 120.0 0.0 10.108 -2.785
21 6.96 0.0029 0.0 31.918 0.092 Vet = 1.21 -
21 0.0 1.536 0.0 14.820 37.663
to 120.0 0.0 0.0 -2.062
22 6.96 0.0029 0.0 14.820 0.043 Vet = 1.21
22 0.0 1.536 2E 10.108 8.520 35.644
to 120.0 0.0 10.108 0.0
23 6.96 0.0029 0.0 18.628 0.054 Vet = 1.21
23 0.0 1.536 0.0 14.790 35.698
to 120.0 0.0 0.0 2.062
31 6.96 0.0028 0.0 14.790 0.042 Vet = 1.21
31 0.0 1.536 2E 10.108 34.010 37.802
to 120.0 IT 10.108 20.216 4.327
M11 6.96 0.0029 0.0 54.226 0.156 Vet = 1.21
0.0
6.96 42.285 K Factor = 1.07
M17 6.24 1.536 1E 5.054 3.500 41.893
to 120.0 IT 10.108 15.162 -1.516
15 - 6.24 0.0024 0.0 18.662 0.044 Vet = 1.08
15 0.0 1.536 2E 10.108 20.810 40.421
to 120.0 0.0 10.108 -2.785
16 6.24 0.0024 0.0 30.918 0.073 Vet = 1.08
16 0.0 1.536 0.0 14.820 37.709
to 120.0 0.0 0.0 -2.062
17 - 6.240.0024 - 0.0 -14.820 0.035 Vet =1.08
17 0.0 1.536 2E 10.108 8.490 35.682
to 120.0 0.0 10.108 0.0
18 6.24 0.0024 0.0 18.598 0.044 Vet = 1.08
18 0.0 1.536 0.0 14.790 35.726
to 120.0 0.0 0.0 2.062
19 6.24 0.0023 0.0 14.790 0.034 Vet = 1.08
19 0.0 1.536 2E 10.108 34.010 37.822
to 120.0 iT 10.108 20.216 4.327
M12 624 0.0024 0.0 54.226 0.128 Vet = 1.08
0.0
6.24 42.277 K Factor= 0.96
M16 5.92 1.536 1 5.054 3.500 41.922
to 120.0 1 10.108 15.162 -1.516
10 5.92 0.0021 0.0 18.662 0.040 Vet = 1.03
10 0.0 1.536 2E 10.108 20.810 40.446
to 120.0 0.0 10.108 -2.785
11 5.92 0.0021 0.0 30.918 0.066 Vet= 1.03
11 0.0 1.536 0.0 14.820 37.727
to 120.0 0.0 0.0 -2.062
12 5.92 0.0022 0.0 14.820 0.032 Vet = 1.03
12 0.0 1.536 2E 10.108 8.520 35.697
to 120.0 0.0 10.108 0.0
13 5.92 0.0021 0.0 18.628 0.040 Vet = 1.03
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Final Calculations - Hazen-Williams
A&D FIRE SPRINKLER Page 14
ANA AB RE SUBMITTAL 5-22-13 Date
Hyd. Qa Dia. Fitting Pipe Pt Pt
Ref. "C or Ftngs Pe Pv ******* Notes
Point Qt Pf/Ft Eqv. Ln. Total Pf Pn
13 0.0 1.536 0.0 14,790 35.737
to 120.0 0.0 0.0 2.062
14 5.92 0.0021 0.0 -14.790 0.031 Vel = 1.03
14 0.0 1.536 2E 10.108 34.010 37.830
to 120.0 iT 10.108 20.216 4.327
M13 5.92 0.0021 0.0 54.226 0.116 VeI= 1.03
0.0
5.92 . 42.273 K Factor = 0.91
78 18.63 1.191 1 3.711 6.690 11.066 KFactor = 5.60
to 120.0 0.0 3.711 0.0
61 18.63 0.0615 0.0 10.401 0.640 Vel= 5.37
0.0
18.63 11.706 KFactor= 5.45
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
- - Fire Protection by Computer Design
A&D FIRE SPRINKLER
11465 W000SIDE AVE
SANTEE CA, 92071
619-448-1962
Job Name : ARMY NAVY ACADEMY
Building : FP-01-FP-05
Location : 2605 CARLSBAD BLVD
System : 4 CALC#1
Contract : F-516
Data File : AB AREA 4 SSP.WXF
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
A&D FIRE SPRINKLER
ARMY NAVY ACADEMY
HYDRAULIC CALCULATIONS
for
Project name: ARMY NAVY ACADEMY
Location: 2605 CARLSBAD BLVD
Drawing no: FP-01-FP-05
Date: 4/20/13
Design
Remote area number: 4 CALC#1
Remote area location: 2ND FLOOR
Occupancy classification: LIGHT HAZARD
Density: .10 - Gpm/SqFt
Area of application: 900 - SqFt
Coverage per sprinkler: 225 - SqFt
Type of sprinklers calculated: VIKING
No. of sprinklers calculated: 15
In-rack demand: 181.955 - GPM
Hose streams: 100-GPM
Total water required (including hose streams): 281.955 -GPM
Type of system: WET
Volume of dry or preaction system: -Gal
Water supply information
Date: 2-12-13
Location: CARLSBAD BLVD & CYPRESS AVE
Source: 87 STATIC, 81 RESIDUAL, 1201 GPM
Name of contractor: A&D FIRE SPRINKLERS
Address: 11465 WOODSIDE AVE STE: 200 SANTEE, CA 92071
Phone number: 619-448-1962
Name of designer: DERREK CRIGLER
Authority having jurisdiction: CARLSBAD FIRE DEPARTMENT
Notes: (Include peaking information or gridded systems here.)
Page 1
Date 4-22-13
@ 62.731 -Psi
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Water )ply Curve C
A&D FIRE SPRINKLER Page 2
ARMY NAVY ACADEMY Date 4-22-13
City Water Supply: Demand:
Cl - Static Pressure : 78.3 Dl - Elevation : 7.003
C2 - Residual Pressure: 72.9 D2 - System Flow :182.995
C2 - Residual Flow : 1201 D2 - System Pressure : 62.716
Hose (Demand) .100
D3 - System Demand : 282.995.
Safety Margin : 15.212
150
140
130
120
R°
E10°
Cl _____ ______ ________ ___________
S90
____________
U 70
s 80 C2
Di
R6°
E5°
40
30
20
Dl .a....
10
... ..
200 400 600 800 1000 1200 1400 1600 1800
FLOW (N A 1.85)
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Fitting ;ed Summary
A&D FIRE SPRINKLER Page 3
ARMY NAVY ACADEMY Date 4-22-13
Fitting Legend
Abbrev. Name % 1 1% 1% 2 21/2 3 31/2 4 5 6 8 10 12 14 16 18 20 24
E NFPA 13 90' Standard Elbow 1 2 2 3 4 5 6 7 8 10 12 14 18 22 27 35 40 45 50 61
F NFPA 13 45'Elbow 1 1 1 1 2 2 3 3 3 4 5 7 9 11 13 17 19 21 24 28
Fsp Flow Switch Potter VSR Fitting generates a Fixed Loss Based on Flow
G NFPA 13 Gate Valve 0 0 0 0 0 1 1 1 1 2 2 3 4 5 6 7 8 10 11 13
T NFPA 139O' Flow thruTee 3 4 5 6 8 10 12 15 17 20 25 30 35 50 60 71 81 91 101 121
Zic Wilkins 350ADA Fitting generates a Fixed Loss Based on Flow
Units Summary
Diameter Units Inches
Length Units Feet
Flow Units US Gallons per Minute
Pressure Units Pounds per Square Inch
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 CFactors of other than 120 and diameters other than Sched 40 per NFPA.
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Pressure I Flow Summary - STANDARD
A&D FIRE SPRINKLER Page 4
ARMY NAVY ACADEMY Date 4-22-13
Node Elevation K-Fact Pt Pn Flow Density Area Press
No. Actual Actual Req.
DP03 0.0 5.6 16.14 na 22.5 0.1 225 7.0
EQ03 1.67 16.46 na
DP02 0.0 5.6 16.14 na 22.5 0.1 225 7.0
EQ02 1.67 15.98 na
DP01 0.0 56 16.14 na 22.5 0.1 225 7.0
EQOI 1.42 16.05 na
99 0.0 K = K @ EQ02 38.34 na 34.85
92 63.67 12.82 na
93 63.67 15.7 na
94 63.67 19.05 na
95 63.67 20.97 na
96 63.67 22.4 na
97 63.67 22.44 na
98 63.42 29.7 na
126 62.83 39.83 na
WA 63.42 39.69 na
JMP1 62.83 42.05 na
130 49.667 48.43 na
EOL 49.667 50.94 na
TOR 49.0 52.04 na
BOR 42.0 58.57 na
24 42.0 58.92 na
25 37.5 60.88 na
26 37.5 61.0 na
27 42.5 58.88 na
28 42.5 63.96 na
29 37.5 66.18 na
30 37.5 66.27 na
SOR 47.5 62.72 na 100.0
100 63.67 K = K @ EQ02 18.92 na 24.49
101 63.67 K = K @ EQ02 15.98 na 22.5
102 63.67 16.96 na
103 63.67 18.24 na
104 63.67 19.73 na
105 63.67 16.96 na
106 63.67 K = K @ EQ02 19.6 na 24.92
107 63.67 K = K @ EQ02 16.73 na 23.03
108 63.67 17.69 na
109 63.67 18.57 na
111 63.67 17.69 na
112 63.67 K = K @ EQ02 18.98 na 24.52
113 63.67 20.12 na
114 63.67 21.11 na
115 63.67 20.12 na
116 63.42 K = K @ EQ01 26.1 na 28.69
117 63.42 29.69 na
The maximum velocity is 12.99 and it occurs in the pipe between nodes 97 and 98
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Final Calculations - Hazen-Williams - 2007
A&D FIRE SPRINKLER Page 5
ARMY NAVY ACADEMY Date 4-22-13
Hyd. Qa Dia. Fitting Pipe Pt Pt
Ref.11c"or Ftngs Pe Pv Notes
Point Qt Pf/Ft Eqv. Ln. Total Pf Pn
DP03 22.50 1.08 IT 5.762 1.670 16.143 K Factor =5.60
to 120.0 0.0 5.762 -0.723
EQ03 22.5 0.1405 0.0 7.432 1.044 Vet = 7.88
0.0
22.50 16.464 K Factor = 5.55
DP02 22.50 1.08 1E 2.305 1.670 16.143 K Factor= 5.60
to 120.0 0.0 2.305 -0.723
EQ02 22.5 0.1404 0.0 3.975 0.558 Vet = 7.88
0.0
22.50 - 15.978 KFactor= 5.63
DPO1 22.50 1.08 1E 2.305 1.420 16.143 K Factor= 5.60
to 120.0 0.01 2.305 -0.615
EQOI 22.5 0.1404 0.0 3.725 0.523 Vet = 7.88
0.0
22.50 16.051 K Factor = 5.62
99 34.85 1.08 IT 5.762 0.750 38.336 K Factor @ node EQ02
to 120.0 0.0 5.762 -27.576
92 34.85 0.3156 0.0 6.512 2.055 Vet = 12.21
92 0.0 1.08 0.0 9.140 12.815
to 120.0 0.0 0.0 0.0
93 34.85 0.3155 0.0 9.140 2.884 - Vet = 12.21
93 0.0 1.08 IT 5.762 4.860 15.699
to 120.0 0.0 5.762 0.0
94 34.85 0.3155 0.0 10.622 3.351 Vet = 12.21
94 24.49 1.408 IT 6.617 1.667 19.050
to 120.0 0.0 6.617 0.0
95 59.34 0.2320 0.0 8.284 1.922 VeI= 12.23
95 23.02 2.203 2E 13.639 16.000 20.972
to 120.0 0.0 13.639 0.0
96 82.36 0.0481 0.0 29.639 1.426 Vet = 6.93
96 24.52 2.203 0.0 0.500 22.398
to 120.0 0.0 0.0 0.0
97 106.880.0800 0.0 _0.500 0.040 Vet=9.00
97 47.42 2.203 3E 20.458 12.470 22.438
to 120.0 IT 13.639 34.097 0.108
98 154.30.1537 0.046.567 7.157 Vet=12.99
98 28.70 2.703 4F 18.651 61.610 29.703
to 120.0 IT 18.651 65.278 0.256
126 183.0 0.0778 3E 27.976 126.888 9.874 VeI= 10.23
126 0.0 3.314 0.0 4.000 39.833
to 120.0 0.0 0.0 -0.256
M4A183.00.0288 0.0 4.000 0.115 Vet=6.81
M4A 0.0 3.314 4E 40.765 5.999 39.692
to 120.0 1F 4.368 66.971 0.256
JMPI183.0 0.0288iT21 .83872970 2.105 -Vet =6.81 -
JMP1 0.0 3.314 1E 10.191 13.167 42.053
to 120.0 0.0 10.191 5.701
130 183.0 0.0288 0.0 23.358 0.673 Vet = 6.81
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Final Calculations - Hazen-Williams
A&D FIRE SPRINKLER Page 6
ARMY NAVY ACADEMY Date 4-22-13
Hyd. Qa Dia. Fitting Pipe Pt Pt
Ref. "C" or Ftng's Pe Pv ******* Notes
Point Qt Pf/Ft Eqv. Ln. Total Pf Pn
130 0.0 3.314 iT 21.838 44.915 48.427
to 120.0 2E 20.383 42.221 0.0
EOL 183.0 0.0289 0.0 87.136 2.514 Vel = 6.81
EOL 0.0 3.314 2E 20.383 7.750 50.941
to 120.0 0.0 20.383 0.289
TOR 183.0 0.0288 - 0.0 28.133 0.811 Vel = 6.81
TOR 0.0 3.314 1E 10.191 7.000 52.041
to 120.0 lFsp 0.0 10.191 6.032 * * Fixed Loss = 3
BOR 183.0 0.0289 0.0 17.191 0.496 Vel = 6.81
BOR 0.0 3.26 1E 9.408 1.917 58.569
to 120.0 0.0 9.408 0.0
24 183.00.0312 0.0 11.325 0.353 Vel=7.03
24 0.0 6.275 0.0 4.500 58.922
to 120.0 0.0 0.0 1.949
25 183.0 0.0013 0.0 4.500 0,006 Vel =1.90 -
25 0.0 5.86 2E 31.498 55.760 60.877
to 140.0 0.0 31.498 0.0
_26 183.0 0.0014 -0.087.258 0.118 Vel _2.18
26 0.0 6.275 2E 33.048 5.000 60.995
to 120.0 0.0 33.048 -2.166
27 183.00.0013 0.038.048 0.050 Vel =1.90
27 0.0 6.275 iZic 0.0 4.540 58.879
to 140.0 0.0 0.0 5.081 * * Fixed Loss = 5.081
28 183.0 0.0009 0.0 4.540 0.004 Vel = 1.90
28 0.0 6.275 2E 33.048 5.000 63.964
to 120.0 0.0 33.048 2.166
29 183.00.0013 0.038.048 0.049 Vel =1.90
29 0.0 5.86 1G 3.375 31.080 66.179
to 140.0 iT 33.748 37.123 0.0
30 183.0 0.0013 0.0 68.203 0.092 Vel = 2.18
30 0.0 5.86 2T 67.496 491.080 66.271
to 140.0 1E 15.749 83.245 -4.331
SOR183.00.0014 0.0574.325 0.776 Vel =2.18
100.00 Qa = 100.00
283.00 62.716 KFactor= 35.74
100 24.49 1.08 0.0 0.780 18.922 K Factor@ node EQ02
to 120.0 0.0 0.0 0.0
94 24.49 0.1641 0.0 0.780 0.128 Vel = 8.58 -
0.0
24.49 19.050 K Factor= 5.61
101 22.50 1.08 iT 5.762 1.208 15.978 K Factor@ node EQ02
to 120.0 0.0 5.762 0.0
102 22.5 0.1405 0.0 6.970 0.979 Vel = 7.88
102 0.0 1.08 0.0 9.140 16.957
to 120.0 0.0 0.0 0.0
103 22.5 0.1404 0.0 9.140 1.283 Vel = 7.88
103 0.0 1.08 iT 5.762 4.860 18.240
to 120.0 0.0 5.762 0.0
104 22.5 0.1405 0.0 10.622 1.492 Vel = 7.88
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Final Calculations - Hazen-Williams
A&D FIRE SPRINKLER Page 7
ARMY NAVY ACADEMY Date 4-22-13
Hyd.
Ref.
Qa Dia.
"C"
Fitting
or
Pipe
Ftng's
Pt Pt
Pe Pv Notes
Point Qt Pf/Ft Eqv. Ln. Total Pf Pn
104 24.92 1.408 2T 13.233 4.420 19.732
to 120.0 0.0 13.233 0.0
97 47.42 0.1533 0.0 17.653 2.706 Vel = 9.77
0.0
47.42 22.438 KFactor= 10.01
105 0.0 1.08 0.0 1.690 16.957
to 120.0 0.0 0.0 0.0
102 0.0 0.0 0.0 1.690 0.0 Vel = 0
0.0
0.0 16.957 K Factor 0
-
106 24.92 1.08 0.0 0.780 19.599 K Factor @ node EQ02
to 120.0 0.0 0.0 0.0
104 24.92 0.1705 -0.0 0.780 0.133 Vel = 8.73
0.0
24.92 19.732 KFactor= 5.61
107 23.03 1.08 iT 5.762 0.780 16.735 K Factor @ node EQ02
to 120.0 0.0 5.762 0.0
108 23.03 0.1466, 0.0 6.542 0.959 Vel = 8.07
108 0.0 1.08 0.0 6.000 17.694
to 120.0 0.0 0.0 0.0
109 23.03 0.1465 0.0 6.000 0.879 Vel = 8.07
109 0.0 1.08 2E 4.61 6.000 18.573
to 120.0 1 5.762 10.372 0.0
95 23.03 0.1465 0.0 16.372 2.399 Vel = 8.07
0.0
- 23.03 20.972 K Factor = 5.03
111 0.0 1.08 0.0 2.810 17.694
to 120.0 0.0 0.0 0.0
108 0.0 0.0 0.0 2.810 0.0 Vel = 0
0.0
0.0 17.694 K Factor = 0
112 24.52 1.08 IT 5.762 1.208 18.977 K Factor @ node EQ02
to 120.0 0.0 5.762 0.0
113 24.52 0.1647 0.0 6.970 1.148 Vel= 8.59
113 0.0 1.08 0.0 6.000 20.125
to 120.0 0.0 0.0 0.0
114 24.52 0.1645 0.0 6.000 0.987 -- Vel = 8.59
114 0.0 1.08 IT 5.762 2.050 21.112
to 120.0 0.0 5.762 0.0
96 24.520.1646 0.07.812 1.286 Vel=8.59
0.0
24.52 22.398 K Factor= 5.18
115 0.0 1.08 0.0 2.810 20.125
to 120.0 0.0 0.0 0.0
113 0.00.0 0.0 2.810 0.0 - Vel =0
0.0
0.0 20.125 K Factor =0
116 28.69 1.08 1 2.305 8.250 26.100 K Factor @ node EQ01
to 120.0 IT 5.762 8.067 0.0
117 28.69 0.2201 0.0 16.317 3.592 Vel = 10.05
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Final Calculations - Hazen-Williams
A&D FIRE SPRINKLER Page 8
ARMY NAVY ACADEMY Date 4-22-13
Hyd. Qa Dia. Fitting Pipe Pt Pt
Ref. "C' or Ftngs Pe Pv Notes
Point Qt PfIFt Eqv. Ln. Total Pf Pn
117 0.0 2.703 0.0 4.500 29.692
to 120.0 0.0 0.0 0.0
98 28.69 0.0024 0.0 4.500 0.011 VeI = 1.60
0.0
28.69 29.703 K Factor = 5.26
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
- - Fire Protection by Computer Design
A&D FIRE SPRINKLER
11465 WOODSIDE AVE
SANTEE CA, 92071
619-448-1962
Job Name : ARMY NAVY ACADEMY
Building : FP-01-FP-05
Location 2605 CARLSBAD BLVD
System 4 CALC#2
Contract F-516
Data File : AB AREA 4 SSU.WXF
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Page 1
Date 4-22-13
A&D FIRE SPRINKLER
ARMY NAVY ACADEMY
HYDRAULIC CALCULATIONS
for
Project name: ARMY NAVY ACADEMY
Location: 2605 CARLSBAD BLVD
Drawing no: FP-01-FP-05
Date: 4/20/13
Design
Remote area number: 4 CALC#2
Remote area location: 2ND FLOOR
Occupancy classification: LIGHT HAZARD
Density: .10 - Gpm/SqFt
Area of application: 900 - SqFt
Coverage per sprinkler: 130 - SqFt
Type of sprinklers calculated: VIKING
No. of sprinklers calculated: 8
In-rack demand: 126.753 - GPM
Hose streams: 100 -GPM
Total water required (including hose streams): 226.753 -GPM
Type of system: WET
Volume of dry or preaction system: -Gal
Water supply information
Date: 2-12-13
Location: CARLSBAD BLVD & CYPRESS AVE
Source: 87 STATIC, 81 RESIDUAL, 1201 GPM
Name of contractor: A&D FIRE SPRINKLERS
Address: 11465 WOODSIDE AVE STE: 200 SANTEE, CA 92071
Phone number: 619-448-1962
Name of designer: DERREK CRIGLER
Authority having jurisdiction: CARLSBAD FIRE DEPARTMENT
Notes: (Include peaking information or gridded systems here.)
@ 43.352-Psi
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Water ply Curve C
A&D FIRE SPRINKLER Page 2
ARMY NAVY ACADEMY Date 4-22-13
City Water Supply: Demand:
Cl - Static Pressure : 78.3 Dl - Elevation : 7.003
C2 - Residual Pressure: 72.9 D2 - System Flow :126.753
C2 - Residual Flow : 1201 D2 - System Pressure : 43.357
Hose ( Demand) :100
D3 - System Demand -.226.753
Safety Margin : 34.696
150
140
130
p120
R°
E10°
Cl
s 90
80
U 70
C2
R60
E5° D2
40
30
20
Dl
10
200 400 600 800 1000 1200 1400 1600 1800
FLOW( N A 1.85)
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Fitting ,ed Summary
A&D FIRE SPRINKLER
ARMY NAVY ACADEMY
Page
Date
3
4-22-13
Fitting Legend
Abbrev. Name % % 1 1% 1% 2 21/2 3 31/2 4 5 6 8 10 12 14 16 18 20 24
E NFPA 13 90' Standard Elbow 1 2 2 3 4 5 6 7 8 10 12 14 18 22 27 35 40 45 50 61
F NFPA 13 45'Elbow 1 1 1 1 2 2 3 3 3 4 5 7 9 11 13 17 19 21 24 28
Fsp Flow Switch Potter VSR Fitting generates a Fixed Loss Based on Flow
G NFPA 13 Gate Valve 0 0 0 0 0 1 1 1 1 2 2 3 4 5 6 7 8 10 11 13
T NFPA 139OFlowthruTee 3 4 5 6 8 10 12 15 17 20 25 30 35 50 60 71 81 91 101 121
Zic Wilkins 350ADA Fitting generates a Fixed Loss Based on Flow
Units Summary
Diameter Units Inches
Length Units Feet
Flow Units US Gallons per Minute
Pressure Units Pounds per Square Inch
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 CFactors of other than 120 and diameters other than Sched 40 per NFPA.
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Pressure / Flow Summary - STANDARD
A&D FIRE SPRINKLER Page 4
ARMY NAVY ACADEMY Date 4-22-13
Node
No.
Elevation K-Fact Pt
Actual
Pn
-
Flow
Actual
Density Area Press
Req.
91 63.67 5.6 7.28 na 15.11 0.1 130 7.0
92 63.67 7.39 na
93 63.67 5.6 8.01 na 15.85 0.1 130 7.0
94 63.67 10.7 na
95 63.67 11.7 na
96 63.67 12.02 na
97 63.67 12.05 na
98 62.83 17.39 na
126 62.83 22.39 na
WA 63.42 22.2 na
JMP1 62.83 23.52 na
130 49.667 29.56 na
EOL 49.667 30.83 na
TOR 49.0 31.53 na
BOR 42.0 37.82 na
24 42.0 38.0 na
25 37.5 39.95 na
26 37.5 40.01 na
27 42.5 37.87 na
28 42.5 45.06 na
29 37.5 47.25 na
30 37.5 47.29 na
SOR 47.5 43.36 na 100.0
100 63.67 10.7 na
102 63.67 7.62 na
103 63.67 5.6 8.25 na 16.09 0.1 130 TO
104 63.67 11.02 na
105 63.67 5.6 7.5 na 15.34 0.1 130 7.0
106 23.17 28.56 na
108 63.67 7.31 na
109 63.67. 5.6 7.7 na 15.54 0.1 130 7.0
111 63.67 5.6 7.0 na 14.82 0.1 130 7.0
113 63.67 9.18 na
114 63.67 5.6 9.66 na 17.41 0.1 130 7.0
115 63.67 5.6 8.8 na 16.61 0.1 130 7.0
116 63.42 17.13 na
117 63.42 17.13 na
The maximum velocity is 11.91 and it occurs in the pipe between nodes 114 and 96
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Final Calculations - Hazen-Williams - 2007
A&D FIRE SPRINKLER Page 5
ARMY NAVY ACADEMY Date 4-22-13
Hyd. Qa Dia. Fitting Pipe Pt Pt
Ref. "C" or Ftng's Pe Pv ******* Notes
Point Qt Pf/Ft Eqv. Ln. Total Pf Pn
91 15.11 1.08 0.0 1.690 7.279 K Factor= 5.60
to 120.0 0.0 0.0 0.6
92 15.11 0.0669 0.0 1.690 0.113 Vet= 5.29
92 0.0 1.08 0.0 9.140 7.392
to 120.0 0.0 0.0 0.0
93 15.11 0.0673 0.0 9.140 0.615 Vet = 5.29
93 15.84 1.08 IT 5.762 4.860 8.007 KFactor = 5.60
to 120.0 0.0 5.762 0.0
94 30.95 0.2533 0.0 10.622 2.691 Vet = 10.84
94 0.0 1.408 1E 3.308 4.420 10.698
to 120.0 IT 6.617 9.925 0.0
95 30.95 0.0696 0.0 14.345 0.999 Vet = 6.38
95 30.36 2.203 0.0 11.500 11.697
to 120.0 0.0 0.0 0.0
96 61.31 0.0278 0.0 11.500 0.320 Vet = 5.16
96 34.01 2.203 0.0 0.500 12.017
to 120.0 0.0 0.0 0.0
97 95.32 0.0640 0.0 0.500 0.032 Vet = 8.02
97 31.43 2.203 3E 20.458 12.470 12.049
to 120.0 IT 13.639 34.097 0.364
98 126.75 0.1068 0.0 46.567 4.974 Vet = 10.67
98 0.0 2.703 4F 18.651 61.610 17.387
to 120.0 IT 18.651 65.278 0.0
126 126:75 0.0394 3E 27.976 126.888 5.005 Vet = 7.09
126 0.0 3.314 0.0 4.000 22.392
to 120.0 0.0 0.0 -0.256
M4A 126.75 0.0148 0.0 4.000 0.059 Vet_=4.71
M4A 0.0 3.314 4E 40.765 5.999 22.195
to 120.0 1 4.368 66.971 0.256
JMP1 126.75 0.0146 IT 21.838 72.970 1.067 VeI= 4.71
JMPI 0.0 3.314 1 10.191 13.167 23.518
to 120.0 0.0 10.191 5.701
130 126.75 0.0146 0.0 23.358 0.341 Vet = 4.71
130 0.0 3.314 IT 21.838 44.915 29.560
to 120.0 2E 20.383 42.221 0.0
EOL 126.75 0.0146 0.0 87.136 1.274 Vet = 4.71
EOL 0.0 3.314 2E 20.383 7.750 30.834
to 120.0 0.0 20.383 0.289
TOR 126.75 0.0146 0.0 28.133 0.411 Vet_=4.71
TOR 0.0 3.314 1E 10.191 7.000 31.534
to 120.0 lFsp 0.0 10.191 6.032 * * Fixed Loss = 3
BOR 126.75 0.0147 0.0 17.191 0.252 Vet = 4.71
BOR 0.0 3.26 1E 9.408 1.917 37.818
to 120.0 0.0 9.408 0.0
24 126.750.0158 0.0 11.325 0.179 Vet = 4.87
24 0.0 6.275 0.0 4.500 37.997
to 120.0 0.0 0.0 1.949
25 126.75 0.0007 0.0 4.500 0.003 Vet = 1.31
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Final Calculations - Hazen-Williams
A&D FIRE SPRINKLER Page 6
ARMY NAVY ACADEMY Date 4-22-13
Hyd.
Ref.
Qa Dia.
"C"
Fitting
or
Pipe
Ftng's
Pt Pt
Pe Pv Notes
Point Qt Pf/Ft Eqv. Ln. Total Pf Pn
25 0.0 5.86 2E 31.498 55.760 39.949
to 140.0 0.0 31.498 0.0
26 126.75 0.0007 0.0 87.258 0.060 Vet = 1.51
26 0.0 6.275 2E 33.048 5.000 40.009
to 120.0 0.0 33.048 -2.166
27 126.75 0.0007 0.0 38.048 0.025 Vet = 1.31
27 0.0 6.275 iZic 0.0 4.540 37.868
to 140.0 0.0 0.0 7.187 * * Fixed Loss = 7.187
28 126.75 0.0004 0.0 4.540 0.002 Vet = 1.31
28 0.0 6.275 2E 33.048 5.000 45.057
to 120.0 0.0 33.048 2.166
29 126.75 0.0007 0.0 38.048 0.025 Vet = 1.31
29 0.0 5.86 1G 3.375 31.080 47.248
to 140.0 iT 33.748 37.123 0.0
30 126.75 0.0007 0.0 68.203 0.046 Vet = 1.51
-
30 0.0 5.86 2T 67.496 491.080 47.294
to 140.0 1E 15.749 83.245 -4.331
SOR126.750.0007 0.0 574.325 0.394 Vet=1.51
100.00 Qa = 100.00
226.75 43.357 KFactor= 34.44
100 0.0 1.08 2E 4.61 2.000 10.698
to 120.0 iT 5.762 10.372 0.0
94 0.0 0.0 0.012.372 0.0 Vet =0
0.0
0.0 10.698 KFactor =0
102 15.34 1.08 0.0 9.140 7.621
to 120.0 0.0 0.0 0.0
103 15.340.0691 0.0 _9.140 0.632 Vet =5.37
103 16.09 1.08 iT 5.762 4.860 8.253 K Factor= 5.60
to
104 31.430.2606
120.0 0.0
0.010.622
5.762 0.0
2.768 Vet=11.01
104 0.0 1.408 1E 3.308 4.420 11.021
to 120.0 1 6.617 9.925 0.0
97 31.43 0.0717 0.014.345 1.028 Vet=6.48
0.0
31.43 _.
12.049 K Factor =9.05
105 15.34 1.08 0.0 1.690 7.505 K Factor = 5.60
to
102 15.34
120.0
0.0686
0.0
0.0
0.0
1.690
0.0
0.116 Vet=5.37
0.0
15.34 7.621 KFactor =5.56
106 0.0 1.08 0.0 0.780 28.562
to 120.0 0.0 0.0 -17.541
104 0.00.0 0.0 0.780 0.0 Vet=0
0.0
0.0 11.021 K Factor 0
108 14.82 1.08 0.0 6.000 7.308
to 120.0 0.0 0.0 0.0
109 14.82 0.0648 0.0 6.000 0.389 Vet = 5.19
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Final Calculations - Hazen-Williams
A&D FIRE SPRINKLER Page 7
ARMY NAVY ACADEMY Date 4-22-13
Hyd.
Ref.
Qa Dia.
"C"
Fitting
or
Pipe
Ftngs
Pt Pt
Pe Pv Notes
Point Qt PfIFt Eqv. Ln. Total Pf Pn
109 15.53 1.08 2E 4.61 6.000 7.697 K Factor= 5.60
to 120.0 1 5.762 10.372 0.0
95 30.35 0.2443 0.0 16.372 4.000 Vel = 10.63
0.0
30.35 11.697 K Factor= 8.87
ill 14.82 1.08 0.0 4.750 7.000 K Factor = 5.60
to 120.0 0.0 0.0 0.0
108 14.82 0.0648 0.0 4.750 0.308 Vel = 5.19
0.0
14.82 7.308 K Factor = 5.48
113 16.61 1.08 0.0 6.000 9.180
to 120.0 0.0 0.0 0.0
114 16.61 0.0802 0.0 6.000 0.481 Vel = 5.82
114 17.41 1.08 iT 5.762 2.050 9.661 K Factor= 5.60
to 120.0 0.0 5.762 0.0
96 34.02 0.3016 0.0 7.812 2.356 Vel = 11.91
0.0
34.02 12.017 KFactor= 9.81
115 16.61 1.08 0.0 4.750 8.799 K Factor =5.60
to 120.0 0.0 0.0 0.0
113 16.61 0.0802 0.0 4.750 0.381 Vel = 5.82
0.0
16.61 9.180 KFactor= 5.48
116 0.0 1.08 1E 2.305 8.250 17.131
to 120.0 IT 5.762 8.067 0.0
117 0.0 0.0 0.0 16.317 0.0 Vel = 0
117 0.0 2.703 0.0 4.480 17.131
to 120.0 0.0 0.0 0.256
98 0.0 0.0 0.0 4.480 0.0 Vel = 0
0.0
0.0 17.387 KFactor = 0
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
I!T'E~IjAltk '.~wv
... Fire Protection by Computer Design
A&D FIRE SPRINKLER
11465 WOODSIDE AVE
SANTEE CA, 92071
619-448-1962
Job Name ARMY NAVY ACADEMY
Building FP-01-FP-05
Location : 2605 CARLSBAD BLVD
System : 5
Contract F-516
Data File : AB AREA 5.WXF
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Page 1
Date 4-22-13
A&D FIRE SPRINKLER
ARMY NAVY ACADEMY
HYDRAULIC CALCULATIONS
for
Project name: ARMY NAVY ACADEMY
Location: 2605 CARLSBAD BLVD
Drawing no: FP-0I-FP-05
Date: 4/20/13
Design
Remote area number: 5
Remote area location: ROOF
Occupancy classification: LIGHT HAZARD
Density: .10 - Gpm/SqFt
Area of application: 7 SPRINKLERS - SqFt
Coverage per sprinkler: - SqFt
Type of sprinklers calculated: VIKING SD-1
No. of sprinklers calculated: 7
In-rack demand: 172.089 - GPM
Hose streams: 100 -GPM
Total water required (including hose streams): 272.089 -GPM
Type of system: WET
Volume of dry or preaction system: -Gal
Water supply information
Date: 2-12-13
Location: CARLSBAD BLVD & CYPRESS AVE
Source: 87 STATIC, 81 RESIDUAL, 1201 GPM
Name of contractor: A&D FIRE SPRINKLERS
Address: 11465 WOODSIDE AVE STE: 200 SANTEE, CA 92071
Phone number: 619-448-1962
Name of designer: DERREK CRIGLER
Authority having jurisdiction: CARLSBAD FIRE DEPARTMENT
Notes: (Include peaking information or gridded systems here.)
@ 68.174-Psi
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Water )ply Curve C
A&D FIRE SPRINKLER Page 2
ARMY NAVY ACADEMY Date 4-22-13
City Water Supply: Demand:
Cl - Static Pressure : 78.3 Dl - Elevation : 8.879
C2 - Residual Pressure: 72.9 D2 - System Flow : 172.089
C2 - Residual Flow : 1201 D2 - System Pressure : 68.174
Hose( Demand) :100
03 - System Demand : 272.089
Safety Margin : 9.779
150
140
130
120
R11°
E10°
Cl _____ ______ ________ __________
s 9°
___________
U 70
S 80 C2
D
- -_
R6° $
E5°
40
30
20
10 DI
.'.... .. .. ... ..
200 400 600 800 1000 1200 1400 1600 1800
FLOW (N "1.85)
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Fittings ed Summary
A&D FIRE SPRINKLER
ARMY NAVY ACADEMY
Page
Date
3
4-22-13
Fitting Legend
Abbrev. Name 1/2 % 1 1/4 11/2 2 21/2 3 31/2 4 5 6 8 10 12 14 16 18 20 24
E NFPA 13 90 Standard Elbow 1 2 2 3 4 5 6 7 8 10 12 14 18 22 27 35 40 45 50 61
F NFPA 13 45'Elbow 1 1 1 1 2 2 3 3 3 4 5 7 9 11 13 17 19 21 24 28
Fsp Flow Switch Potter VSR Fitting generates a Fixed Loss Based on Flow
G NFPA 13 Gate Valve 0 0 0 0 0 1 1 1 1 2 2 3 4 5 6 7 8 10 11 13
T NFPA 139O'FlowthruTee 3 4 5 6 8 10 12 15 17 20 25 30 35 50 60 71 81 91 101 121
Zic Wilkins 350ADA Fitting generates a Fixed Loss Based on Flow
Units Summary
Diameter Units Inches
Length Units Feet
Flow Units US Gallons per Minute
Pressure Units Pounds per Square Inch
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 CFactors of other than 120 and diameters other than Sched 40 per NFPA.
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Pressure / Flow Summary - STANDARD
A&D FIRE SPRINKLER
ARMY NAVY ACADEMY
Page
Date
4
4-22-13
Node Elevation K-Fact Pt Pn Flow Density Area Press
No. Actual Actual - Req.
SD1 68.0 5.6 20.0 na 25.04 0.1 250 20.0
SD2 68.0 5.6 20.28 na 25.22 0.1 250 20.0
SD3 68.0 5.6 21.31 na 25.85 0.1 250 20.0
HP1 66.0 5.6 21.19 na 25.78 0.1 250 20.0
HP2 68.0 5.6 20.64 na 25.44 0.1 250 20.0
ST1 70.5 5.6 16.08 na 22.45 0.1 120 7.0
ST2 70.5 5.6 15.86 na 22.3 0.1 120 7.0
M1A 70.5 17.19 na
M1B 71.5 22.7 na
M3 68.5 38.85 na
WA 68.5 43.33 na
Ml 68.0 24.21 na
M2 68.0 27.86 na
M4 62.83 44.09 na
126 62.83 45.78 na
WA 63.42 45.6 na
JMP1 62.83 47.74 na
130 49.667 54.04 na
EOL 49.667 56.28 na
TOR 49.0 57.29 na
BOR 42.0 63.77 na
24 42.0 64.08 na
25 37.5 66.04 na
26 37.5 66.14 na
27 42.5 64.02 na
28 42.5 69.52 na
29 37.5 71.73 na
30 37.5 71.81 na
SOR 47.5 68.17 na 100.0
The maximum velocity is 15.68 and it occurs in the pipe between nodes SD3 and Ml
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Final Calculations - Hazen-Williams - 2007
A&D FIRE SPRINKLER
ARMY NAVY ACADEMY
Page 5
Date 4-22-13
Hyd.
Ref.
Qa Dia.
C"
Fitting
or
Pipe
Ftngs
Pt Pt
Pe Pv Notes
Point Qt Pf/Ft Eqv. Ln. Total Pf Pn
SDI 25.04 1.408 0.0 6.000 20.000 K Factor = 5.60
to
SD2 25.04
120.0
0.0470
0.0
0.0
0.0
6.000
0.0
0.282 Vet = 5.16
SD2 25.22 1.408 0.0 6.000 20.282 K Factor = 5.60
to
SD3 50.26
120.0
0.1708
0.0
0.0
0.0
6.000
0.0
1.025 Vet = 10.36
SD3 25.85 1.408 1 E 3.308 4.583 21.307 K Factor = 5.60
to
Ml 76.11
120.0
0.3678
0.0
0.0
3.308
7.891
0.0
2.902 Vet = 15.68
0.0
76.11 24.209 KFactor= 15.47
HP1 25.78 1.408 0.0 6.250 21.193 K Factor= 5.60
to
HP2 25.78
120.0
0.0496
0.0
0.0
0.0
6.250
-0.866
0.310 Vet = 5.31
HP2 25.44 1.408 3E 9.925 3.667 20.637 K Factor = 5.60
to
Ml 51.22
120.0
0.1768
1 6.617
0.0
16.542
20.209
0.0
3.572 Vet = 10.55
0.0
51.22 24.209 KFactor= 10.41
STI 22.45 1.08 iT 5.762 2.167 16.077 K Factor = 5.60
to
MIA 22.45
120.0
0.1399 -
0.0
0.0
5.762
7.929
0.0
1.109 Vet = 7.86
0.0
22.45 17.186 K Factor= 5.42
ST2 22.30 1.08 IT 5.762 3.833 15.861 K Factor =5.60
to
MIA 22.30.1381
120.0 0.0
0.09.595 1.325
5.762 0.0
Vet=7.81
MlA 22.46 1.08 2E 4.61 7.250 17.186
to
MIB 44.76
120.0
0.5012
0.0
0.0
4.610
11.860
-0.433
5.944 Vet = 15.68
M1B 0.0 1.408 2T 13.233 13.250 22.697
to
M2 44.76
120.0
0.1377 0,026.483
0.0 13.233 1.516
3.647 Vet= 9.22
0.0
44.76 27.860 K Factor = 8.48
-
M3 20.65 1.408 5E 16.542 112.920 38.852
to 120.0 iT 6.617 23.159 0.0
M3A20.650.0329 0.0 _136.079 -4.479 Vet=4.26
-
M3A 0.0 2.203 IT 13.639 5.583 43.331
to 120.0 0.3 13.639 2.200
M4A 20.650.0037 0.019.222 0.071 Vet=1.74
0.0
20.65 45.602 KFactor =3.06
Ml 127.33 2.203 2E 13.639 20.251 24.209
to 120.0
_M2 127.330.1077 0.033.890 3.651
0.0 13.639 0.0
Vet=10.72
M2 44.76 2.203 3E 20.458 25.500 27.860
to
M3 172.09
120.0
0.1881
1 13.639
0.0
34.097
59.597
-0.217
11.209 Vet = 14.48
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Final Calculations - Hazen-Williams
A&D FIRE SPRINKLER Page 6
ARMY NAVY ACADEMY Date 4-22-13
Hyd. Qa Dia. Fitting Pipe Pt Pt
Ref. 11c"or Ftng's Pe Pv ******* Notes
Point Qt PfIFt Eqv. Ln. Total Pf Pn
M3 -20.65 2.203 iT 13.639 5.083 38.852
to 120.0 0.0 13.639 2.456
M4 151.44 0.1484 0.0 18.722 2.779 Vet = 12.75
M4 0.0 3.314 4F 17.471 43.816 44.087
to 120.0 iT 21.838 39.309 0.0
126 151.44 0.0203 0.0 83.125 1.689 Vet = 5.63
126 0.0 3.314 0.0 4.000 45.776
to 120.0 0.0 0.0 -0.256
M4A 151.44 0.0205 0.0 4.000 0.082 Vet = 5.63
M4A 20.65 3.314 4E 40.765 5.999 45.602
to 120.0 1 4.368 66.971 0.256
JMP1 172.09 0.0257 iT 21.838 72.970 1.878 Vet = 6.40
JMP1 0.0 3.314 1E 10.191 13.167 47.736
to 120.0 0.0 10.191 5.701
130 172.09 0.0257 0.0 23.358 0.601 Vet = 6.40
130 0.0 3.314 iT 21.838 44.915 54.038
to 120.0 2E 20.383 42.221 0.0
EOL 172.09 0.0258 0.0 87.136 2.244 Vet = 6.40
EOL 0.0 3.314 2E 20.383 7.750 56.282
to 120.0 0.0 20.383 0.289
TOR 172.09 0.0257 0.0 28.133 0.724 Vet = 6.40
TOR 0.0 3.314 1E 10.191 7.000 57.295
to 120.0 iFsp 0.0 10.191 6.032 * * Fixed Loss = 3
BOR 172.09 0.0257 00 17.191 - 0.442 Vet = 6.40 -
BOR 0.0 3.26 1 9.408 1.917 63.769
to 120.0 0.0 9.408 0.0
24 172.09 0.0279 0.0 11.325 0.316 Vet = 6.61
24 0.0 6.275 0.0 4.500 64.085
to 120.0 0.0 0.0 1.949
25 172.09 0.0011 0.0 4.500 0.005 Vet = 1.79
25 0.0 5.86 2E 31.498 55.760 66.039
to 140.0 0.0 31.498 0.0
26 172.09 0.0012 0.0 87.258 0.105 Vet = 2.05
26 0.0 6.275 2E 33.048 5.000 66.144
to 120.0 0.0 33.048 -2.166
27 172.09 0.0012 0.0 38.048 0.045 Vet = 1.79
27 0.0 6.275 iZic 0.0 4.540 64.023
to 140.0 0.0 0.0 5.495 * * Fixed Loss = 5.495
28 172.09 0.0007 0.0 4.540 0.003 Vet = 1.79
28 0.0 6.275 2E 33.048 5.000 69.521
to 120.0 0.0 33.048 2.166
29 172.09 0.0012 0.0 38.048 0.044 Vet = 1.79 -
29 0.0 5.86 1G 3.375 31.080 71.731
to 140.0 iT 33.748 37.123 0.0
30 172.09 0.0012 0.0 68.203 0.082 Vet = 2.05 -
30 0.0 5.86 2T 67.496 491.080 71.813
to 140.0 1E 15.749 83.245 -4.331
SOR 172.09 0.0012 0.0 574.325 0.692 Vet = 2.05
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Final Calculations - Hazen-Williams
A&D FIRE SPRINKLER Page 7
ARMY NAVY ACADEMY Date 4-22-13
Hyd. Qa Dia. Fitting Pipe Pt Pt
Ref. "C" or Ftng's Pe Pv Notes
Point Qt Pf/Ft Eqv. Ln. Total Pf Pn
100.00 Qa = 100.00
272.09 68.174 KFactor= 32.95
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
- - - Fire Protection by Computer Design
A&D FIRE SPRINKLER
11465 WOODSIDE AVE
SANTEE CA, 92071
619-448-1962
Job Name : ARMY NAVY ACADEMY
Building FP-01-FP-05
Location 2605 CARLSBAD BLVD
System : 6
Contract : F-516
Data File AB AREA 6.WXF
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Page 1
Date 4-22-13
A&D FIRE SPRINKLER
ARMY NAVY ACADEMY
HYDRAULIC CALCULATIONS
for
Project name: ARMY NAVY ACADEMY
Location: 2605 CARLSBAD BLVD
Drawing no: FP-01-FP-05
Date: 4/20/13
Design
Remote area number: 6
Remote area location: ROOF
Occupancy classification: LIGHT HAZARD
Density: .10 - Gpm/SqFt
Area of application: - SqFt
Coverage per sprinkler: - SqFt
Type of sprinklers calculated: VIKING SD-11
No. of sprinklers calculated: 7
In-rack demand: 165.307 - GPM
Hose streams: 100-GPM
Total water required (including hose streams): 265.307 -GPM
Type of system: WET
Volume of dry or preaction system: -Gal
Water supply information
Date: 2-12-13
Location: CARLSBAD BLVD & CYPRESS AVE
Source: 87 STATIC, 81 RESIDUAL, 1201 GPM
Name of contractor: A&D FIRE SPRINKLERS
Address: 11465 WOODSIDE AVE STE: 200 SANTEE, CA 92071
Phone number: 619-448-1962
Name of designer: DERREK CRIGLER
Authority having jurisdiction: CARLSBAD FIRE DEPARTMENT
Notes: (Include peaking information or gridded systems here.)
@ 72.128-Psi
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Water ply Curve C
A&D FIRE SPRINKLER Page 2
ARMY NAVY ACADEMY Date 4-22-13
City Water Supply: Demand:
Cl - Static Pressure : 78.3 . Dl - Elevation : 9.095
C2 - Residual Pressure: 72.9 D2 - System Flow :165.307
C2 - Residual Flow : 1201 D2 - System Pressure : 72.128
Hose (Demand) :100
D3 - System Demand : 265.307
Safety Margin : 5.841
150
140
130
120
R°
E10°
s 9°
80
U 70
:Lj C2
-
R6° JE 50
40
30
20
10"
...... -.. .... -.
200 400 600 800 1000 1200 1400 1600 1800
FLOW( N A 1.85)
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Fittings ed Summary
A&D FIRE SPRINKLER
ARMY NAVY ACADEMY
Page
Date
3
4-22-13
Fitting Legend
Abbrev. Name % % 1 1% 1Y2 2 21/2 3 31/2 4 5 6 8 10 12 14 16 18 20 24
E NFPA 13 90 Standard Elbow 1 2 2 3 4 5 6 7 8 10 12 14 18 22 27 35 40 45 50 61
F NFPA 13 45 Elbow 1 1 1 1 2 2 3 3 3 4 5 7 9 11 13 17 19 21 24 28
Fsp Flow Switch Potter VSR Fitting generates a Fixed Loss Based on Flow
G NFPA 13 Gate Valve 0 0 0 0 0 1 1 1 1 2 2 3 4 5 6 7 8 10 11 13
T NFPA 1390 Flow thru Tee 3 4 5 6 8 10 12 15 17 20 25 30 35 50 60 71 81 91 101 121
Zic Wilkins 350ADA Fitting generates a Fixed Loss Based on Flow
Units Summary
Diameter Units Inches
Length Units Feet
Flow Units US Gallons per Minute
Pressure Units Pounds per Square Inch
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 CFactors of other than 120 and diameters other than Sched 40 per NFPA.
Computer Programs by Hydratec Inc. Route 111 Windham N. H. USA 03087
Pressure / Flow Summary - STANDARD
A&D FIRE SPRINKLER Page 4
ARMY NAVY ACADEMY Date 4-22-13
Node Elevation K-Fact Pt Pn Flow Density Area Press
No. Actual Actual Req.
SD6 68.5 5.6 23.77 na 27.3 . 0.1 250 20.0
SD7 68.5 5.6 20.88 na 25.59 0.1 250 20.0
M113 68.5 20.0 na
SDB 68.5 5.6 20.0 na 25.04 0.1 250 20.0
SD9 68.5 5.6 20.31 na 25.24 0.1 250 20.0
SD10 68.5 5.6 21.38 na 25.89 0.1 250 20.0
M3A 68.5 46.78 na
ST3 70.5 5.6 10.49 na 18.14 0.1 120 7.0
ST4 70.5 5.6 10.45 na 18.11 0.1 120 7.0
M1A 70.5 11.29 na
Ml 68.0 45.15 na
M2 68.0 45.15 na
M3 68.0 45.15 na
M4 62.83 48.41 na
126 62.83 50.03 na
M4A 63.42 49.81 na
JMP1 62.83 51.81 na
130 49.667 58.07 na
EOL 49.667 60.15 na
TOR 49.0 61.11 na
BOR 42.0 67.55 na
24 42.0 67.85 na
25 37.5 69.8 na
26 37.5 69.9 na
27 42.5 67.77 na
28 42.5 73.53 na
29 37.5 75.74 na
30 37.5 75.82 na
SOR 47.5 72.13 na 100.0
The maximum velocity is 18.13 and it occurs in the pipe between nodes SD6 and M3.
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Final Calculations - Hazen-Williams - 2007
A&D FIRE SPRINKLER Page 5
ARMY NAVY ACADEMY Date 4-22-13
Hyd. Qa Dia. Fitting Pipe Pt Pt
Ref. "C" or Ftngs Pe Pv Notes
Point Qt Pf/Ft Eqv. Ln. Total Pf Pn
SD6 -60.67 1.408 1E 3.308 8.663 23.771 K Factor = 5.60
to 120.0 0.0 3.308 0.0
SD7 -60.67 -0.2418 0.0 11.971 -2.894 Vel = 12.50
SD7 25.59 1.408 IT 6.617 3.375 20.877 K Factor= 5.60
to 120.0 0.0 6.617 0.0
MIB -35.08 -0.0878 0.0 9.992 -0.877 Vet = 7.23
MIB 36.24 1.408 0.0 0.917 20.000
to 120.0 0.0 0.0 0.0
SD8 1.16 0.0 0.0 0.917 0.0 -Vel = 0.24
SD8 25.05 1.408 0.0 6.000 20.000 K Factor = 5.60
to 120.0 0.0 0.0 0.0
SD9 26.21 0.0512 0.0 6.000 0.307 Vet = 5.40
SD9 25.23 1.408 0.0 6.000 20.307 K Factor = 5.60
to 120.0 0.0 0.0 0.0
SD10 51.44 0.1782 0.0 6.000 1.069 Vel = 10.60
SD10 25.90 1.408 2E 6.617 53.834 21.376 K Factor =5.60
to 120.0 1T 6.617 13.234 0.0
M3A 77.34 0.3788 0.0 67.068 25.408 Vet = 15.94
0.0
77.34 46.784 KFactor= 11.31
M3A 77.34 2.203 1 13.639 5.583 46.784
to 120.0 0.0 13.639 2.200
M4A 77.34 0.0429 0.0 19.222 0.824 Vet = 6.51
0.0
77.34 -
49.808 KFactor 10.96
ST3 18.14 1.08 iT 5.762 2.708 10.492 K Factor= 5.60
to 120.0 0.0 5.762 0.0
M1A 18.14 0.0942 0.0 8.470 0.798 Vet = 6.35
0.0
18.14 11.290 KFactor _5.40
ST4 18.11 1.08 iT 5.762 3.125 10.455 K Factor = 5.60
to 120.0 0.0 5.762 0.0
MIA 18.11 0.0940 0.0 8.887 0.835 Vet = 6.34
M1A 18.14 1.08 2E 4.61 12.750 11.290
to 120.0 1 5.762 10.372 0.866
MiB 36.25 0.3392 0.0 23.122 7.844 Vet = 12.70
0.0
36.25 -20.000 K Factor = 8.11 --
SD6 87.97 1.408 1E 3.308 34.084 23.771
to 120.0 IT 6.617 9.925 0.217
M3 87.97 0.4808 0.0 44.009 21.161 Vet = 18.13
0.0
87.97 45.149 _K Factor= 13.09
-
Ml 0.0 2.203 2E 13.639 20.251 45.149
to 120.0 IT 13.639 27.278 0.0
M2 0.0 0.0 0.047.529 0.0 Vel =0
M2 0.0 2.203 3E 20.458 25.500 45.149
to 120.0 IT 13.639 34.097 0.0
M3 0.0 0.0 0.0 59.597 0.0 Vet = 0
Computer Programs by Hydratec Inc. Route lii Windham N.H. USA 03087
Final Calculations - Hazen-Williams
A&D FIRE SPRINKLER Page 6
ARMY NAVY ACADEMY Date 4-22-13
Hyd. Qa Dia. Fitting Pipe Pt Pt
Ref. "C',or Ftngs Fe Pv Notes
Point Qt PfIFt Eqv. Ln. Total Pf Pn
M3 87.97 2.203 IT 13.639 5.083 45.149
to 120.0 0.0 13.639 2.239
M4 87.97 0.0543 0.0 18.722 1.017 Vel = 7.40
M4 0.0 2.703 4F 18.651 43.816 48.405
to 120.0 IT 18.651 37.302 0.0
126 87.97 0.0201 0.0 81.118 1.629 Vel = 4.92
126 0.0 3.314 0.0 4.000 50.034
to 120.0 0.0 0.0 -0.256
M4A 87.97 0.0075 0.0 4.000 0.030 Vel = 3.27
M4A 77.34 3.314 4E 40.765 5.999 49.808
to 120.0 IF 4.368 66.971 0.256
JMP1 165.31 0.0239 IT 21-838 72.970 1.743 Vel = 6.15
JMPI 0.0 3.314 1E 10.191 13.167 51.807
to 120.0 0.0 10.191 5.701
130 165.31 0.0239 0.0 23.358 0.558 Vel = 6.15
130 0.0 3.314 IT 21.838 44.915 58.066
to 120.0 2E 20.383 42.221 0.0
EOL 165.31 0.0239 0.0 87.136 2.083 Vel = 6.15
EOL 0.0 3.314 2E 20.383 7.750 60.149
to 120.0 0.0 20.383 0.289
TOR 165.31 0.0239 0.0 28.133 0.672 Vel = 6.15
TOR 0.0 3.314 1E 10.191 7.000 61.110
to 120.0 lFsp 0.0 10.191 6.032 **Fixed Loss 3
BOR 165.31 0.0238 0.0 17.191 0.410 Vel = 6.15
BOR 0.0 3.26 1E 9.408 1.917 67.552
to 120.0 0.0 9.408 0.0
24 165.31 0.0260 0.0 11.325 0.294 Vel = 6.35
24 0.0 6.275 0.0 4.500 67.846
to 120.0 0.0 0.0 1.949
25 165.31 0.0009 0.0 4.500 0.004 Vel = 1.71
25 0.0 5.86 2E 31.498 55.760 69.799
to 140.0 0.0 31.498 0.0
26 165.31 0.0011 .
0.0 87.258 0.098 Vel = 1.97
26 0.0 6.275 2E 33.048 5.000 69.897
to 120.0 0.0 33.048 -2.166
27 165.31 0.0011 0.0 38.048 0.041 Vel = 1.71 -
27 0.0 6.275 iZic 0.0 4.540 67.772
to 140.0 0.0 0.0 5.758 * * Fixed Loss = 5.758
28 165.31 0.0009 0.0 4.540 0.004 Vel = 1.71
28 0.0 6.275 2E 33.048 5.000 73.534
to 120.0 0.0 33.048 2.166
29 165.31 0.0011 0.0 38.048 0.040 Vel = 1.71
29 0.0 5.86 1G 3.375 31.080 75.740
to 140.0 IT 33.748 37.123 0.0
30 165.31 0.0011 0.0 68.203 0.076 Vel = 1.97
30 0.0 5.86 2T 67.496 491.080 75.816
to 140.0 1E 15.749 83.245 -4.331
SOR 165.31 0.0011 0.0 574.325 0.643 Vel = 1.97
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Final Calculations - Hazen-Williams
A&D FIRE SPRINKLER Page 7
ARMY NAVY ACADEMY Date 4-22-13
Hyd. Qa Dia. Fitting Pipe Pt Pt
Ref. "C',or Ftngs Pe Pv Notes
Point Qt Pf/Ft Eqv. Ln. Total Pf Pn
100.00 Qa = 100.00
265.31 72.128 KFactor= 31.24
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
a
Contractor's Material and Test Certificate for Aboveground Piping
Procedure: Upon completion of work, inspection and tests shall be made by the contractor's representative and witnessed by
an owner's representative. All defects shall be corrected and system left in service before contractor's personnel finally leave
the job.
A certificate shall be filled out and signed by both representatives. Copies shall be prepared for approving authorities, owners,
and contractor. It is understood the owner's representative's signature in no way prejudices any claim against contractor for
faulty material, poor workmanship, or failure to comply with approving authority's requirements or local ordinances.
Property Name: Army Navy Academy
Property Address: 2605 Carlsbad Blvd Date: 9/24/13
Plans
Accepted by Approving Authorities (Names): Greg Ryan CFD
Address: 1635 Faraday Ave
Installation conforms to accepted plans: ED Yes 0 No
Equipment use is approved: EI Yes 0 No
If no, explain deviations:
Instructions
Has person in charge of fire equipment been instructed as to o Yes U No location of control valves and care and maintenance?:
If no, explain:
Have copies of the following been left on the premises?:
System components instructions 0 Yes 0 No
Care and maintenance instructions 0 Yes 0 No
NFPA 25 0 Yes 0 No
Location of
System
Supplies Buildings: Army Navy Academy Athletic Building
Make Model Year ofOffice Manufacture Size Quantity Temperature
Rating
Viking VK 302 QR 2013 1/2" 63 155
Sprinklers Viking VK 300 QR 2013 1/2" 341 155/200
Viking VK 462 QR 2013 1/2" 72 155
Viking I VK 305 QR 2013 1/2" 3 1 155/200
Pipe and
Fittings
Type ofPipe: Dynaf low and Dynathread
Type of Fittings: Grooved Viking and Threaded Viking
Alarm Valve Alarm Device Maximum Time to Operate I Through TestConnection or Flow Type Make Model I Mm Sec _
Indicator Potter VSR VSR-3 --+
Dray Valve I Q.O.D.
Model Serial # I Make Model SenK
Dry Pipe
Operating
Time b'rjp Through
Test Con tion
Water Air
Pressure
Trip on
Air Press.
Time Water Re
t
Jarm Operated
Properly?
Test Mm Se
PressurePSI
PSI PSI Mi Sec Yes No
Without
Q.O.D.
With
Q.O.D.
Operation: 0 Pneumatic 0 Ele Hydraulic
Deluge and
Piping Supervised? 0 Yes 0 0 Yes 0 No
Does valve operate from he hip, remote, or both control staiTZ 0 Yes 0 No
Preaction
Valves
ble fac in Is there an accessi each circuit for testing? U Yes U No
If no, explain:
Ma k Model
Each Circuit Operate I Supv. Loss Alarm?
I Each Circuit Operate I Valve Release? I urn Time to
I Oper Release
Yes No _es No
Pressure Location Static Pres
Reducing
Valve Test
Floor
Hydrostatic: Hydrostatic tests shall be made at not less than 200 psi (13.6 bars) for 2 hours or 50 psi
(3.4 bars) above static pressure in excess of 150 psi (10.2 bars) for 2 hours. Differential dry-pipe valve
Test clappers shall be left open during the test to prevent damage. All aboveground leakage shall be stopped.
Description Pneumatic: Establish 40 psi (2.7 bars) air pressure and measure drop, which shall not exceed 1 1/2 psi
(0.1 bars) in 24 hours. Test pressure tanks at normal water level and air pressure and measure air
pressure drop, which shall not exceed 1 % psi (0.1 bars) in 24 hours.
All piping hydrostatically tested at 2 0 0 psi ______ bars for 2 hrs If no, state reason:
Dry piping pneumatically tested 0 Yes 0 No
Equipment operates properly 0 Yes 0 No
Do you certify as the sprinkler contractor that additives and corrosive chemicals, sodium silicate or
derivatives of sodium silicate, brine, or other corrosive chemicals were not used for testing systems or
stopping leaks? 1 Yes 0 No
D in rain es Reading of gauge located near water Residual pressure with valve test in
Tests supply test connection: psi (bars) connection open wide: psi (bars)
Underground mains and lead in connections to system risers flushed before connection made to sprinkler
piping:
Verified by copy of the U-Form No. 85B 0 Yes 0 No Other (explain):
Flushed by installer of underground sprinkler piping 0 Yes 0 No
If powder-driven fasteners are used in concrete, has representative If no, explain:
sample testing been satisfactorily completed? 0 Yes 0 No
Blank
a ------------
Welded Piping? LJ Yes U No
If yes:
Do you certify as the sprinkler contractor that welding procedures comply with the requirements of at least
AWS D10.9, Level AR-3? lJ Yes 0 No
Welding Do you certify that the welding was performed by welders qualified in compliance with the requirements of
at least AWS D10.9, Level AR-3? IE Yes Lj No
Do you certify that welding was carried out in compliance with a documented quality control procedure to
ensure that all discs are retrieved, that openings in piping are smooth, that sla and other welding residue X is removed, and that the internal diameters of piping are not penetrated? Yes 0 No
Cutouts Do you certify that you have a control feature to ensure that all cutouts (discs) are retrieved?
(Discs) J Yes 0 No
Hydraulic - Nameplate provided? IJ Yes U No If no, explain:
Data
Nameplate
Date left in service with all control valves open:
Rem arks
Name of Sprinkler Contractor: A&D Fire Sprinklers
Test
Witnessed For Property Owner (signed) TITLE DATE
By For Sprinkler Contractor (signed) TITLE DATE
Rob Ruiz Installer 9/24/13
Additional Explanation and Notes:
Revised: 2013-May-02 Building Inspections Forms and Handouts
G:\DSDSystem\Handouts\Buildirig\Plumbing\ContractorsAboveGroundPiping.docx Page 2 of 2