HomeMy WebLinkAboutBLD2015-00008 - HYDRAULIC CALCULATIONS L KNIGHT FIRE PROTECTION,INC.
1 9702 Lathrop Industrial Dr. SW
'pile OLYMPIA,WA 98512
, (360)786-8606
FAX 786-8722
IP IP
II LICENSE NO. KNIGIIFP044LK
"ON GUARD
24 HOURS ADAY" FILE COPY
FIRE SPRINKLER
HYDRAULIC CALCULATIONS
FOR
Jefferson Transit Authority
Bldg.-A ,-- F-
63 Four Corners Road j I _ 9_ ,1
Port Townsend, WA ! !' ; i
; 1I ! JAN - 72015 '
KFP Contract No. 14-045 '
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• Office Area, Calc 111
• Mechanical Mezzanine, Calc 151
• Shop Area, Calc 211
WASHINGTON STATE 1
CERTIFICATE IS CO6lFlir /I f T
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David 793-ki I ,,'-24.0.4/ RGf4ee.T_
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Knight Fire Protection,Inc.
KNIGHFPO�t4�.IS/
IIER
Certificate of Competency Stamp
For Entire Set of Calculations.
744/all_.IS REMEMBERED... LONG AFTER PRICE IS FORGOTTEN!"
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FIRE PROTECTION
Knight Fire Protection Inc.
9702 Lathrop Industrial Dr.SW
Olympia,Washington 98512
360 786 8606
Job Name : Jefferson Transit Authority
Building : Building A
Location : Office Area
System : 111
Contract : 14-045
Data File : 14-045 JTA-A Ofc 3.WXF
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
•
Knight Fire Protection Inc. Page 1
Jefferson Transit Authority Date 12-16-14
HYDRAULIC CALCULATIONS
for
Project name: Jefferson Transit Authority
Location: Office Area
Drawing no: Building A
Date: 12/16/14
Design
Remote area number: 111
Remote area location: Office SE corner
Occupancy classification: Light Hazard
Density: .10-Gpm/SqFt
Area of application: 900-SqFt
Coverage per sprinkler: 192 max-SqFt
Type of sprinklers calculated: 5.6k SSP
No. of sprinklers calculated: 8
In-rack demand: N/A-GPM
Hose streams: 100-GPM
Total water required(including hose streams): 271.31 -GPM @ 48.40- Psi
Type of system: Wet Tree
Volume of dry or preaction system: NA-Gal
Water supply information
Date: 12/16/14
Location: 63 Four Corners Road
Source: KFP Hydrant Flow Test
Name of contractor: Knight Fire Protection, Inc.
Address: 9702 Lathrop Industrial Drive SW
Phone number: 360-786-8606
Name of designer: Chris Wilson
Authority having jurisdiction:Jefferson County Fire Marshal
Notes: (Include peaking information or gridded systems here.)
Remote area reduced 40%for use of quick response sprinklers at 10'-0"ceiling.
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Pressure / Flow Summary - STANDARD
Knight Fire Protection Inc. Page 4
Jefferson Transit Authority Date 12-16-14
Node Elevation K-Fact Pt Pn Flow Density Area Press
No. Actual Actual Req.
111H 10.0 5.6 11.12 na 18.68 0.1 138 7.0
112H 10.0 5.6 11.26 na 18.79 0.1 175 7.0
113H 10.0 5.6 11.76 na 19.2 0.1 192 7.0
114H 9.0 5.6 15.92 na 22.34 0.1 159 7.0
121H 10.0 5.6 13.55 na 20.61 0.1 170 7.0
122H 9.0 5.6 17.3 na 23.29 0.1 134 7.0
123E 9.0 5.6 18.07 na 23.8 0.1 120 7.0
124E 9.0 5.6 19.29 na 24.6 0.15 121 7.0
111 13.0 13.55 na
112 13.0 13.73 na
113 13.0 14.38 na
114 13.0 16.14 na
121 13.0 16.93 na
122 13.0 17.12 na
123 13.0 17.95 na
123B 13.0 18.64 na
124 13.0 19.28 na
A 10.75 32.39 na
B 10.75 32.41 na
B.5 10.75 32.77 na
C 10.75 33.19 na
U 17.75 30.34 na
✓ 17.75 30.43 na
W 17.75 30.54 na
X 17.75 30.64 na
TOR 12.33 33.47 na
BOR 3.0 40.79 na
FLG 0.5 48.02 na
UG1 -4.0 50.05 na
UG2 -4.0 50.48 na
SRC 2.0 48.4 na 100.0
The maximum velocity is 13.79 and it occurs in the pipe between nodes 114 and A
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
EOD
Knight Fire Protection Inc. Page 5
Jefferson Transit Authority Date 12-16-14
Node1 Elev1 K Qa Nom Fitting Pipe CFact Pt
to or Ftng's Pe
Node2 Elev2 Fact Qt Act Eqv. Ln. Total Pf/Ft Pf
*FLOWING
111H 10 5.60 18.68 1 E 2.0 25.500 120 11.122
to T 5.0 7.000 -1.299
111 13 18.68 1.049 0.0 32.500 0.1146 3.725 Vel= 6.93
0.0
111 18.68 13.548 K Factor= 5.08
112H 10 5.60 18.79 1 E 2.0 25.500 120 11.258
to T 5.0 7.000 -1.299
112 13 18.79 1.049 0.0 32.500 0.1159 3.768 Vel = 6.98
0.0
112 18.79 13.727 K Factor= 5.07
113H 10 5.60 19.20 1 E 2.0 25.500 120 11.755
to T 5.0 7.000 -1.299
113 13 19.2 1.049 0.0 32.500 0.1206 3.921 Vel= 7.13
0.0
113 19.20 14.377 K Factor= 5.06
114H 9 5.60 22.34 1 E 2.0 5.250 120 15.917
to T 5.0 7.000 -1.732
114 13 22.34 1.049 0.0 12.250 0.1597 1.956 Vel= 8.29
0.0
114 22.34 16.141 K Factor= 5.56
*
121H 10 5.60 20.61 1 E 2.0 27.000 120 13.552
to T 5.0 7.000 -1.299
121 13 20.61 1.049 0.0 34.000 0.1376 4.679 Vel = 7.65
0.0
121 20.61 16.932 K Factor= 5.01
122H 9 5.60 23.29 1 T 5.0 4.000 120 17.298
to 0.0 5.000 -1.732
122 13 23.29 1.049 0.0 9.000 0.1724 1.552 Vel= 8.65
0.0
122 23.29 17.118 K Factor= 5.63
123H 9 5.60 23.80 1 T 5.0 4.000 120 18.069
to 0.0 5.000 -1.732
123 13 23.8 1.049 0.0 9.000 0.1796 1.616 Vel= 8.84
0.0
123 23.80 17.953 K Factor= 5.62
124H 9 5.60 24.60 1 T 5.0 4.000 120 19.294
to 0.0 5.000 -1.732
124 13 24.6 1.049 0.0 9.000 0.1908 1.717 Vel = 9.13
0.0
124 24.60 19.279 K Factor= 5.60
*BRANCHES
111 13 18.68 1.25 0.0 9.830 120 13.548
to 0.0 0.0 0.0
112 13 18.68 1.53 0.0 9.830 0.0182 0.179 Vel= 3.26
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Final Calculations - Hazen-Williams
Knight Fire Protection Inc. Page 6
Jefferson Transit Authority Date 12-16-14
Node1 Elev1 K Qa Nom Fitting Pipe CFact Pt
to or Ftng's Pe
Node2 Elev2 Fact Qt Act Eqv. Ln. Total Pf/Ft Pf
112 13 18.79 1.25 0.0 9.830 120 13.727
to 0.0 0.0 0.0
113 13 37.47 1.53 0.0 9.830 0.0661 0.650 Vel= 6.54
113 13 19.20 1.25 C 1.653 10.750 120 14.377
to 0.0 1.653 0.0
114 13 56.67 1.53 0.0 12.403 0.1422 1.764 Vel = 9.89
114 13 22.34 1.25 H 2.479 27.500 120 16.141
to 2T 19.834 30.577 0.974
A 10.750 79.01 1.53 5C 8.264 58.077 0.2630 15.272 Vel = 13.79
0.0
A 79.01 32.387 K Factor= 13.88
121 13 20.61 1.25 0.0 8.500 120 16.932
to 0.0 0.0 0.0
122 13 20.61 1.53 0.0 8.500 0.0219 0.186 Vel= 3.60
122 13 23.30 1.25 0.0 9.420 120 17.118
to 0.0 0.0 0.0
123 13 43.91 1.53 0.0 9.420 0.0886 0.835 Vel= 7.66
123 13 23.80 1.25 C 1.653 1.830 120 17.953
to 0.0 1.653 0.0
123B 13 67.71 1.53 0.0 3.483 0.1978 0.689 Vel= 11.82
123B 13 0.0 1.5 0.0 5.830 120 18.642
to 0.0 0.0 0.0
124 13 67.71 1.728 0.0 5.830 0.1093 0.637 Vel= 9.26
124 13 24.60 1.5 H 2.822 30.250 120 19.279
to 2T 22.58 32.458 0.974
B 10.750 92.31 1.728 5C 7.056 62.708 0.1939 12.157 Vel= 12.63
0.0
B 92.31 32.410 K Factor= 16.21
"MAIN
A 10.750 79.01 4 0.0 13.500 120 32.387
to 0.0 0.0 0.0
B 10.750 79.01 4.31 0.0 13.500 0.0017 0.023 Vel= 1.74
B 10.750 92.31 4 2C 2.787 48.250 120 32.410
to 0.0 2.787 0.0
B.5 10.750 171.32 4.31 0.0 51.037 0.0071 0.363 Vel = 3.77
B.5 10.750 0.0 4 3V 28.431 23.080 120 32.773
to 5C 6.968 35.399 0.0
C 10.750 171.32 4.31 0.0 58.479 0.0071 0.415 Vel = 3.77
C 10.750 0.0 4 V 9.477 13.330 120 33.188
to 2C 2.787 12.264 -3.032
U 17.750 171.32 4.31 0.0 25.594 0.0071 0.182 Vel= 3.77
U 17.750 0.0 4 0.0 13.330 120 30.338
to 0.0 0.0 0.0
✓ 17.750 171.32 4.31 0.0 13.330 0.0071 0.094 Vel= 3.77
✓ 17.750 0.0 4 C 1.394 13.170 120 30.432
to 0.0 1.394 0.0
W 17.750 171.32 4.31 0.0 14.564 0.0071 0.104 Vel = 3.77
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Final Calculations - Hazen-Williams
Knight Fire Protection Inc. Page 7
Jefferson Transit Authority Date 12-16-14
Nodel Elev1 K Qa Nom Fitting Pipe CFact Pt
to or Ftng's Pe Notes
Node2 Elev2 Fact Qt Act Eqv. Ln. Total Pf/Ft Pf
W 17.750 0.0 4 C 1.394 13.330 120 30.536
to 0.0 1.394 0.0
X 17.750 171.32 4.31 0.0 14.724 0.0071 0.104 Vel= 3.77
X 17.750 0.0 4 4C 5.575 15.330 120 30.640
to 2V 18.954 52.403 2.347
TOR 12.330 171.32 4.31 T 27.874 67.733 0.0071 0.482 Vel= 3.77
0.0
TOR 171.32 33.469 K Factor= 29.61
*RISER
TOR 12.330 171.32 4 Fsp 0.0 9.330 120 33.469
to T 27.874 30.661 7.041 **Fixed Loss= 3
BOR 3 171.32 4.31 2C 2.787 39.991 0.0071 0.284 Vel= 3.77
BOR 3 0.0 4 Apsg 0.0 4.500 120 40.794
to I 9.756 15.331 7.083 **Fixed Loss=6
FLG .500 171.32 4.31 4C 5.575 19.831 0.0071 0.140 Vel= 3.77
0.0
FLG 171.32 48.017 K Factor= 24.72
*UNDERGROUND
FLG .500 171.32 6 3L 46.658 60.000 140 48.017
to 0.0 46.658 1.949
UG1 -4 171.32 6.4 0.0 106.658 0.0008 0.083 Vel = 1.71
UG1 -4 0.0 6 G 3.375 294.000 140 50.049
to 3L 30.373 67.496 0.0
UG2 -4 171.32 5.86 T 33.748 361.496 0.0012 0.432 Vel = 2.04
UG2 -4 0.0 6 G 3.375 375.000 140 50.481
to 2L 20.249 57.372 -2.599
SRC 2 171.32 5.86 T 33.748 432.372 0.0012 0.518 Vel= 2.04
100.00
Qa= 100.00
SRC 271.32 48.400 K Factor= 39.00
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
1f► i�_
I L
fM
FIRE PROTECTION
Knight Fire Protection Inc.
9702 Lathrop Industrial Dr.SW
Olympia,Washington 98512
360 786 8606
Job Name : Jefferson Transit Authority
Building : Building A
Location : Mechanical Mezzanine
System : 151
Contract : 14-045
Data File : 14-045 JTA-A Mezz 2.WXF
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Knight Fire Protection Inc. Page 1
Jefferson Transit Authority Date 12-16-14
HYDRAULIC CALCULAT IONS
for
Project name: Jefferson Transit Authority
Location: Mechanical Mezzanine
Drawing no: Building A
Date: 12/16/14
Design
Remote area number: 151
Remote area location: Mechanical Mezzanine and Commons
Occupancy classification: Light&Ordinary II
Density: .10/.20- Gpm/SqFt
Area of application: 1275-SqFt
Coverage per sprinkler: Varies-SqFt
Type of sprinklers calculated: 5.6k&8.1k SSU
No. of sprinklers calculated: 11
In-rack demand: N/A-GPM
Hose streams: 250- GPM
Total water required(including hose streams): 487.38-GPM @ 47.94-Psi
Type of system: Wet Tree
Volume of dry or preaction system: NA-Gal
Water supply information
Date: 12/15/2014
Location: 63 Four Corners Road
Source: KFP Hydrant Flow Test
Name of contractor: Knight Fire Protection, Inc.
Address: 9702 Lathrop Industrial Drive SW
Phone number: 360-786-8606
Name of designer: Chris Wilson
Authority having jurisdiction:Jefferson County Fire Marshal
Notes: (Include peaking information or gridded systems here.)
Remote area reduced 28%for use of quick response sprinklers at 18'-0" max.
ceiling height.
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Pressure / Flow Summary - STANDARD
Knight Fire Protection Inc. Page 4
Jefferson Transit Authority Date 12-16-14
Node Elevation K-Fact Pt Pn Flow Density Area Press
No. Actual Actual Req.
151H 14.0 8.1 9.37 na 24.79 0.2 103 7.0
152H 14.75 8.1 9.22 na 24.6 0.2 123 7.0
153H 16.75 5.6 9.11 na 16.91 0.1 123 7.0
154H 15.75 5.6 9.61 na 17.36 0.1 123 7.0
161H 14.0 8.1 9.37 na 24.79 0.2 103 7.0
162H 14.75 8.1 9.22 na 24.6 0.2 123 7.0
163H 16.75 5.6 9.11 na 16.91 0.1 123 7.0
164H 15.75 5.6 9.61 na 17.36 0.1 123 7.0
171H 14.0 8.1 9.87 na 25.45 0.2 72 7.0
172H 14.75 8.1 9.73 na 25.27 0.2 82 7.0
174H 15.75 5.6 11.93 na 19.34 0.1 143 7.0
151 13.25 10.81 na
152 14.0 10.65 na
153 16.0 9.99 na
154 15.0 10.51 na
161 13.25 10.81 na
162 14.0 10.65 na
163 16.0 9.99 na
164 15.0 10.51 na
171 13.25 11.36 na
172 14.0 11.21 na
174 15.0 12.96 na
158T 14.5 10.89 na
168T 14.5 10.89 na
178T 14.5 11.48 na
179T 14.5 13.22 na
158B 13.5 12.86 na
123B 13.0 18.66 na
124 13.0 19.54 na
168B 13.5 12.86 na
178B 13.5 13.33 na
179B 13.5 13.94 na
E 13.0 18.95 na
B 10.75 29.98 na
B.5 10.75 30.06 na
C 10.75 30.82 na
U 17.75 28.12 na
✓ 17.75 28.3 na
W 17.75 28.49 na
X 17.75 28.68 na
TOR 12.33 31.9 na
BOR 3.0 39.46 na
FLG 0.5 46.7 na
UG1 -4.0 48.8 na
UG2 -4.0 49.59 na
SRC 2.0 47.94 na 250.0
The maximum velocity is 13.2 and it occurs in the pipe between nodes 1798 and E
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
•
EOD
Knight Fire Protection Inc. Page 5
Jefferson Transit Authority Date 12-16-14
Nodel Elev1 K Qa Nom Fitting Pipe CFact Pt
to or Ftng's Pe
Node2 Elev2 Fact Qt Act Eqv. Ln. Total Pf/Ft Pf
*FLOWING
151H 14 8.10 24.79 1 T 5.0 0.750 120 9.369
to • 0.0 5.000 0.325
151 13.250 24.79 1.049 0.0 5.750 0.1937 1.114 Vel= 9.20
0.0
151 24.79 10.808 K Factor= 7.54
152H 14.750 8.10 24.60 1 T 5.0 0.750 120 9.224
to 0.0 5.000 0.325
152 14 24.6 1.049 0.0 5.750 0.1908 1.097 Vel= 9.13
0.0
152 24.60 10.646 K Factor= 7.54
153H 16.750 5.60 16.91 1 T 5.0 0.750 120 9.114
to 0.0 5.000 0.325
153 16 16.91 1.049 0.0 5.750 0.0953 0.548 Vel= 6.28
0.0
153 _ 16.91 9.987 K Factor= 5.35
154H 15.750 5.60 17.36 1 T 5.0 0.750 120 9.611
to 0.0 5.000 0.325
154 15 17.36 1.049 0.0 5.750 0.1002 0.576 Vel= 6.44
0.0
154 17.36 10.512 K Factor= 5.35
161H 14 8.10 24.79 1 T 5.0 0.750 120 9.370
to 0.0 5.000 0.325
161 13.250 24.79 1.049 0.0 5.750 0.1936 1.113 Vel = 9.20
0.0
161 24.79 10.808 K Factor= 7.54
162H 14.750 8.10 24.60 1 T 5.0 0.750 120 9.224
to 0.0 5.000 0.325
162 14 24.6 1.049 0.0 5.750 0.1910 1.098 Vel= 9.13
0.0
162 24.60 10.647 K Factor= 7.54
163H 16.750 5.60 16.91 1 T 5.0 0.750 120 9.115
to 0.0 5.000 0.325
163 16 _ 16.91 1.049 0.0 5.750 0.0953 0.548 Vel= 6.28
0.0
163 16.91 9.988 K Factor= 5.35
164H 15.750 5.60 17.36 1 T 5.0 0.750 120 9.612
to 0.0 5.000 0.325
164 15 17.36 1.049 0.0 5.750 0.1002 0.576 Vel= 6.44
0.0
164 17.36 10.513 K Factor= 5.35
1711-I 14 8.10 25.45 1 T 5.0 0.750 120 9.870
to 0.0 5.000 0.325
171 13.250 25.45 1.049 0.0 5.750 0.2031 1.168 Vel= 9.45
0.0
171 25.45 11.363 K Factor= 7.55
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Final Calculations - Hazen-Williams
Knight Fire Protection Inc. Page 6
Jefferson Transit Authority Date 12-16-14
Node1 Elev1 K Qa Nom Fitting Pipe CFact Pt
to or Ftng's Pe
Node2 Elev2 Fact Qt Act Eqv. Ln. Total Pf/Ft Pf
172H 14.750 8.10 25.27 1 T 5.0 0.750 120 9.731
to 0.0 5.000 0.325
172 14 25.27 1.049 0.0 5.750 0.2005 1.153 Vel= 9.38
0.0
172 25.27 11.209 K Factor= 7.55
174H 15.750 5.60 19.34 1 T 5.0 0.750 120 11.928
to 0.0 5.000 0.325
174 15 19.34 1.049 0.0 5.750 0.1223 0.703 Vel = 7.18
0.0
174 19.34 _ 12.956 K Factor= 5.37
*BRANCHES
151 13.250 24.79 1.5 0.0 9.580 120 10.808
to 0.0 0.0 -0.325
152 14 24.79 1.728 0.0 9.580 0.0170 0.163 Vel= 3.39
152 14 24.60 1.5 C 1.411 6.170 120 10.646
to 0.0 1.411 -0.217
158T 14.500 49.39 1.728 0.0 7.581 0.0611 0.463 Vel = 6.76
0.0
158T 49.39 10.892 K Factor= 14.97
153 16 16.91 1.5 0.0 11.000 120 9.987
to 0.0 0.0 0.433
154 15 16.91 1.728 0.0 11.000 0.0084 0.092 Vel= 2.31
154 15 17.36 1.5 0.0 5.250 120 10.512
to 0.0 0.0 0.217
158T 14.500 34.27 1.728 0.0 5.250 0.0310 0.163 Vel= 4.69
0.0
158T 34.27 10.892 K Factor= 10.38
161 13.250 24.79 1.5 0.0 9.580 120 10.808
to 0.0 0.0 -0.325
162 14 24.79 1.728 0.0 9.580 0.0171 0.164 Vel= 3.39
162 14 24.61 1.5 C 1.411 6.170 120 10.647
to 0.0 1.411 -0.217
168T 14.500 49.4 1.728 0.0 7.581 0.0609 0.462 Vel = 6.76
0.0
168T 49.40 10.892 K Factor= 14.97
163 16 16.91 1.5 0.0 11.000 120 9.988
to 0.0 0.0 0.433
164 15 16.91 1.728 0.0 11.000 0.0084 0.092 Vel = 2.31
164 15 17.36 1.5 0.0 5.250 120 10.513
to 0.0 0.0 0.217
168T 14.500 34.27 1.728 0.0 5.250 0.0309 0.162 Vel = 4.69
0.0
168T 34.27 10.892 K Factor= 10.38
171 13.250 25.45 1.5 0.0 9.580 120 11.363
to 0.0 0.0 -0.325
172 14 25.45 1.728 0.0 9.580 0.0178 0.171 Vel = 3.48
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Final Calculations - Hazen-Williams
Knight Fire Protection Inc. Page 7
Jefferson Transit Authority Date 12-16-14
Model Elev1 K Qa Nom Fitting Pipe CFact Pt
to or Ftng's Pe """**** Notes ******
Node2 Elev2 Fact Qt Act Eqv. Ln. Total Pf/Ft Pf
172 14 25.26 1.5 C 1.411 6.170 120 11.209
to 0.0 1.411 -0.217
178T 14.500 50.71 1.728 0.0 7.581 0.0641 0.486 Vel = 6.94
0.0
178T 50.71 11.478 K Factor= 14.97
174 15 19.34 1.5 0.0 4.750 120 12.956
to 0.0 0.0 0.217
179T 14.500 19.34 1.728 0.0 4.750 0.0107 0.051 Vel = 2.65
0.0
179T 19.34 13.224 K Factor= 5.32
*
158T 14.500 83.66 2 2C 2.728 1.000 120 10.892
to 2T 27.277 30.005 0.433
158B 13.500 83.66 2.203 0.0 31.005 0.0495 1.535 Vel= 7.04
0.0
158B 83.66 12.860 K Factor= 23.33
168T 14.500 83.66 2 2C 2.728 1.000 120 10.892
to 2T 27.277 30.005 0.433
168B 13.500 83.66 2.203 0.0 31.005 0.0495 1.536 Vel= 7.04
0.0
168B 83.66 12.861 K Factor= 23.33
178T 14.500 50.71 1.5 3C 4.234 1.000 120 11.478
to I 5.645 21.169 0.433
178B 13.500 50.71 1.728 T 11.29 22.169 0.0640 1.419 Vel = 6.94
0.0
178B 50.71 13.330 K Factor= 13.89
179T 14.500 19.34 1.5 2C 2.822 1.000 120 13.224
to 2T 22.58 25.402 0.433
179B 13.500 19.34 1.728 0.0 26.402 0.0108 0.284 Vel= 2.65
0.0
179B 19.34 13.941 K Factor= 5.18
*
158B 13.500 80.61 1.5 3C 4.234 15.830 120 12.860
to I 5.645 21.169 0.217
123B 13 80.61 1.728 11 11.29 36.999 0.1509 5.582 Vel= 11.03
1238 13 0.0 1.5 0.0 5.830 120 18.659
to 0.0 0.0 0.0
124 13 80.61 1.728 0.0 5.830 0.1509 0.880 Vel= 11.03
124 13 0.0 1.5 H 2.822 30.250 120 19.539
to 2T 22.58 32.458 0.974
B 10.750 80.61 1.728 5C 7.056 62.708 0.1509 9.462 Vel = 11.03
0.0
B 80.61 29.975 K Factor= 14.72
158B 13.500 3.05 2 0.0 10.830 120 12.860
to 0.0 0.0 0.0
168B 13.500 3.05 2.203 0.0 10.830 0.0001 0.001 Vel= 0.26
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Final Calculations - Hazen-Williams
Knight Fire Protection Inc. Page 8
Jefferson Transit Authority Date 12-16-14
Nodel Elev1 K Qa Nom Fitting Pipe CFact Pt
to or Ftng's Pe
Node2 Elev2 Fact Qt Act Eqv. Ln. Total Pf/Ft Pf
168B 13.500 83.66 2 C 1.364 7.500 120 12.861
to 0.0 1.364 0.0
178B 13.500 86.71 2.203 0.0 8.864 0.0529 0.469 Vel = 7.30_
1788 13.500 50.72 2 0.0 4.920 120 13.330
to 0.0 0.0 0.0
179B 13.500 137.43 2.203 0.0 4.920 0.1242 0.611 Vel= 11.57
179B 13.500 19.34 2 2C 2.728 9.170 120 13.941
to I 4.774 21.141 0.217
E 13 156.77 2.203 T 13.639 30.311 0.1583 4.797 Vel = 13.20
E 13 0.0 2 5C 6.819 36.080 120 18.955
to H 2.728 27.960 0.974
B.5 10.750 156.77 2.203 I 4.774 64.040 0.1583 10.136 Vel = 13.20
T 13.639
0.0
B.5 156.77 30.065 K Factor= 28.59
*
*MAIN
B 10.750 80.61 4 2C 2.787 48.250 120 29.975
to 0.0 2.787 0.0
B.5 10.750 80.61 4.31 0.0 51.037 0.0018 0.090 Vel= 1.77
B.5 10.750 156.77 4 3V 28.431 23.080 120 30.065
to 5C 6.968 35.399 0.0
C 10.750 237.38 4.31 0.0 58.479 0.0130 0.759 Vel = 5.22
C 10.750 0.0 4 V 9.477 13.330 120 30.824
to 2C 2.787 12.264 -3.032
U 17.750 237.38 4.31 0.0 25.594 0.0130 0.333 Vel= 5.22
U 17.750 0.0 4 0.0 13.330 120 28.125
to 0.0 0.0 0.0
V 17.750 237.38 4.31 0.0 13.330 0.0130 0.173 Vel= 5.22
✓ 17.750 0.0 4 C 1.394 13.170 120 28.298
to 0.0 1.394 0.0
W 17.750 237.38 4.31 0.0 14.564 0.0130 0.189 Vel = 5.22
W 17.750 0.0 4 C 1.394 13.330 120 28.487
to 0.0 1.394 0.0
X 17.750 237.38 4.31 0.0 14.724 0.0130 0.191 Vel= 5.22
X 17.750 0.0 4 4C 5.575 15.330 120 28.678
to 2V 18.954 52.403 2.347
TOR 12.330 237.38 4.31 T 27.874 67.733 0.0130 0.880 Vel= 5.22
0.0
TOR 237.38 31.905 K Factor= 42.03
*RISER
TOR 12.330 237.38 4 Fsp 0.0 9.330 120 31.905
to T 27.874 30.661 7.041 **Fixed Loss= 3
BOR 3 237.38 4.31 2C 2.787 39.991 0.0130 0.519 Vel= 5.22
BOR 3 0.0 4 Apsg 0.0 4.500 120 39.465
to I 9.756 15.331 6.982 *` Fixed Loss= 5.899
FLG .500 237.38 4.31 4C 5.575 19.831 0.0130 0.257 Vel = 5.22
Computer Programs by Hydratec Inc. Route 111 Windham N . USA 03087
•
Final Calculations - Hazen-Williams
Knight Fire Protection Inc. Page 9
Jefferson Transit Authority Date 12-16-14
Node1 Elev1 K Qa Nom Fitting Pipe CFact Pt
to or Ftng's Pe ******* Notes
Node2 Elev2 Fact Qt Act Eqv. Ln. Total Pf/Ft Pf
0.0
FLG 237.38 46.704 K Factor= 34.73
*UNDERGROUND
FLG .500 237.38 6 3L 46.658 60.000 140 46.704
to 0.0 46.658 1.949
UG1 -4 237.38 6.4 0.0 106.658 0.0014 0.152 Vel = 2.37
UG1 -4 0.0 6 G 3.375 294.000 140 48.805
to 3L 30.373 67.496 0.0
UG2 -4 237.38 5.86 T 33.748 361.496 0.0022 0.790 Vel = 2.82
UG2 -4 0.0 6 G 3.375 375.000 140 49.595
to 2L 20.249 57.372 -2.599
SRC 2 237.38 5.86 T 33.748 432.372 0.0022 0.946 Vel= 2.82
250.00 Qa= 250.00
SRC 487.38 47.942 K Factor= 70.39
lil
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
MP
ii
ff FIRE PROTECTION
Knight Fire Protection Inc.
9702 Lathrop Industrial Dr.SW
Olympia,Washington 98512
360 786 8606
Job Name : Jefferson Transit Authority
Building : Building A
Location : Shop Area
System : 211
Contract : 14-045
Data File : 14-045 JTA-A Shop 5.WXF
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
•
Knight Fire Protection Inc. Page 1
Jefferson Transit Authority Date 12-16-14
HYDRAULIC CALCULATIONS
for
Project name: Jefferson Transit Authority
Location: Shop Area
Drawing no: Building A
Date: 12/16/14
Design
Remote area number: 211
Remote area location: Shop SE corner
Occupancy classification: Ordinary Hazard, Group II
Density: .2-Gpm/SqFt
Area of application: 1500-SqFt
Coverage per sprinkler: 123 max- SqFt
Type of sprinklers calculated: 8.1k
No. of sprinklers calculated: 13
In-rack demand: N/A-GPM
Hose streams: 250-GPM
Total water required(including hose streams): 594.73-GPM @ 44.37 - Psi
Type of system: Wet Tree
Volume of dry or preaction system: NA-Gal
Water supply information
Date: 12/15/2014
Location: 63 Four Corners Road
Source: KFP Hydrant Flow Test
Name of contractor: Knight Fire Protection, Inc.
Address: 9702 Lathrop Industrial Drive SW
Phone number: 360-786-8606
Name of designer: Chris Wilson
Authority having jurisdiction:Jefferson County Fire Marshal
Notes:(Include peaking information orgridded systems here.)
No modification to 1500 sq ft remote area.
Peak height of ceiling 26'-6"with slopes of 1:12 and 2:12.
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Pressure / Flow Summary - STANDARD
Knight Fire Protection Inc. Page 4
Jefferson Transit Authority Date 12-16-14
Node Elevation K-Fact Pt Pn Flow Density Area Press
No, Actual Actual Req.
211H 20.5 8.1 10.39 na 26.11 0.2 120 7.0
212H 22.0 8.1 9.79 na 25.35 0.2 120 7.0
213H 23.5 8.1 9.33 na 24.74 0.2 123 7.0
214H 24.75 8.1 9.22 na 24.6 0.2 123 7.0
215H 24.5 8.1 10.26 na 25.94 0.2 123 7.0
221H 20.5 8.1 10.42 na 26.15 0.2 120 7.0
222H 22.0 8.1 9.82 na 25.39 0.2 120 7.0
223H 23.5 8.1 9.35 na 24.77 0.2 123 7.0
224H 24.75 8.1 9.25 na 24.64 0.2 123 7.0
225H 24.5 8.1 10.29 na 25.98 0.2 123 7.0
233H 23.5 8.1 14.19 na 30.52 0.2 123 7.0
234H 24.75 8.1 13.73 na 30.02 0.2 123 7.0
235H 24.5 8.1 14.2 na 30.53 0.2 123 7.0
U 17.75 21.22 na
V 17.75 21.27 na
W 0.0 29.17 na
X 17.75 21.87 na
TOR 12.33 25.98 na
BOR 3.0 34.06 na
FLG 0.5 41.26 na
UG1 -4.0 43.51 na
UG2 -4.0 45.09 na
SRC 2.0 44.37 na 250.0
The maximum velocity is 10.68 and it occurs in the pipe between nodes 225H and V
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
EOD
Knight Fire Protection Inc. Page 5
Jefferson Transit Authority Date 12-16-14
Node1 Elev1 K Qa Nom Fitting Pipe CFact Pt
to or Ftng's Pe Notes
Node2 Elev2 Fact Qt Act Eqv. Ln. Total Pf/Ft Pf
*FLOWING
211H 20.500 8.10 26.11 2 0.0 9.000 120 10.392
to 0.0 0.0 -0.650
212H 22 26.11 2.203 0.0 9.000 0.0058 0.052 Vel= 2.20
212H 22 8.10 25.35 2 0.0 9.000 120 9.794
to 0.0 0.0 -0.650
213H 23.500 51.46 2.203 0.0 9.000 0.0202 0.182 Vel= 4.33
213H 23.500 8.10 24.74 2 C 1.364 9.170 120 9.326
to 0.0 1.364 -0.541
214H 24.750 76.2 2.203 0.0 10.534 0.0417 0.439 Vel= 6.41
214H 24.750 8.10 24.60 2 H 2.728 9.170 120 9.224
to C 1.364 4.092 0.108
215H 24.500 100.8 2.203 0.0 13.262 0.0699 0.927 Vel= 8.48
215H 24.500 8.10 25.94 2 2T 27.277 42.500 120 10.259
to 4C 5.455 32.732 2.923
U 17.750 126.74 2.203 0.0 75.232 0.1068 8.035 Vel= 10.67
0.0
U 126.74 21.217 K Factor= 27.52
*
221H 20.500 8.10 26.15 2 0.0 9.000 120 10.420
to 0.0 0.0 -0.650
222H 22 26.15 2.203 0.0 9.000 0.0058 0.052 Vel= 2.20
222H 22 8.10 25.38 2 0.0 9.000 120 9.822
to 0.0 0.0 -0.650
223H 23.500 51.53 2.203 0.0 9.000 0.0202 0.182 Vel= 4.34
223H 23.500 8.10 24.78 2 C 1.364 9.170 120 9.354
. to 0.0 1.364 -0.541
224H 24.750 76.31 2.203 0.0 10.534 0.0418 0.440 Vel= 6.42
224H 24.750 8.10 24.64 2 H 2.728 9.170 120 9.253
to C 1.364 4.092 0.108
225H 24.500 100.95 2.203 0.0 13.262 0.0701 0.930 Vel= 8.50
225H 24.500 8.10 25.98 2 2T 27.277 42.500 120 10.291
to 4C 5.455 32.732 2.923
V 17.750 126.93 2.203 0.0 75.232 0.1071 8.058 Vel= 10.68
0.0
V 126.93 21.272 K Factor= 27.52
*
233H 23.500 8.10 30.52 2 C 1.364 9.170 120 14.195
to 0.0 1.364 -0.541
234H 24.750 30.52 2.203 0.0 10.534 0.0076 0.080 Vel = 2.57
234H 24.750 8.10 30.02 2 H 2.728 9.170 120 13.734
to C 1.364 4.092 0.108
235H 24.500 60.54 2.203 0.0 13.262 0.0272 0.361 Vel= 5.10
235H 24.500 8.10 30.52 2 2T 27.277 42.500 120 14.203
to 4C 5.455 32.732 10.611
W 0 91.06 2.203 0.0 75.232 0.0579 4.359 Vel= 7.66
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Final Calculations - Hazen-Williams
Knight Fire Protection Inc. Page 6
Jefferson Transit Authority Date 12-16-14
Node1 Elev1 K Qa Nom Fitting Pipe CFact Pt
to or Ftng's Pe Notes **
Node2 Elev2 Fact Qt Act Eqv. Ln. Total Pf/Ft Pf
0.0
W 91.06 29.173 K Factor= 16.86
*MAIN
U 17.750 126.74 4 0.0 13.330 120 21.217
to 0.0 0.0 0.0
V 17.750 126.74 4.31 0.0 13.330 0.0041 0.055 Vel = 2.79
V 17.750 126.93 4 C 1.394 13.170 120 21.272
to 0.0 1.394 7.688
W 0 253.67 4.31 0.0 14.564 0.0146 0.213 Vel= 5.58
W 0 91.07 4 C 1.394 13.330 120 29.173
to 0.0 1.394 -7.688
X 17.750 344.74 4.31 0.0 14.724 0.0259 0.381 Vel= 7.58
X 17.750 0.0 4 4C 5.575 15.330 120 21.866
to 21 19.512 52.961 2.347
TOR 12.330 344.74 4.31 T 27.874 68.291 0.0259 1.769 Vel= 7.58
0.0
TOR 344.74 25.982 K Factor= 67.63
*RISER
TOR 12.330 344.74 4 Fsp 0.0 9.330 120 25.982
to T 27.874 30.661 7.041 **Foxed Loss=3
BOR 3 344.74 4.31 2C 2.787 39.991 0.0259 1.035 Vel= 7.58
BOR 3 0.0 4 Apsg 0.0 4.500 120 34.058
to I 9.756 15.331 6.687 **Fixed Loss=5.605
FLG .500 344.74 4.31 4C 5.575 19.831 0.0259 0.514 Vel= 7.58
0.0
FLG 344.74 41.259 K Factor= 53.67
*UNDERGROUND
FLG .500 344.74 6 3L 46.658 60.000 140 41.259
to 0.0 46.658 1.949
UG1 -4 344.74 6.4 0.0 106.658 0.0028 0.302 Vel= 3.44
UG1 -4 0.0 6 G 3.375 294.000 140 43.510
to 3L 30.373 67.496 0.0
UG2 -4 344.74 5.86 T 33.748 361.496 0.0044 1.576 Vel= 4.10
UG2 -4 0.0 6 G 3.375 375.000 140 45.086
to 2L 20.249 57.372 -2.599
SRC 2 344.74 5.86 T 33.748 432.372 0.0044 1.886 Vel= 4.10
250.00 Qa= 250.00
SRC 594.74 44.373 K Factor= 89.28
Computer Programs by Hydratec Inc. Route 111 Windham N H USA 03087