680 MAYPORT RD MECH20-0013 SS Sanctuary Calculation 2 of 6American Fire Services Inc.
108 Halsema Road North
Jacksonville, FL 32220
904-781-2460
Job Name : Sanctuary
Building : Lighthouse Christian Daycare
Location : 680 Mayport Road‚ Atlantic Beach‚ FL 32233
System : Wet
Contract :
Data File : Lighthouse Sanctuary.WXF
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Robert L. Hinkle, P.E.
1409 Kingsley Ave., Bldg 14C
Orange Park, FL 32073
(904)502-3358
Florida License #29302
09/04/2020
MECH20-0013
American Fire Services Inc.Page 1
Sanctuary Date
Hydraulic Design Information Sheet
Name - Sanctuary Date - 8-21-2020
Location - 680 Mayport Road‚ Atlantic Beach‚ FL 32233
Building - Lighthouse Christian Daycare System No. - Wet
Contractor - Contract No. -
Calculated By - CEM Drawing No. - FP1
Construction: ( ) Combustible ( ) Non-Combustible Ceiling Height - 12-0
Occupancy - Assembly
S (X) NFPA 13 (X) Lt. Haz. Ord.Haz.Gp. ( ) 1 ( ) 2 ( ) 3 ( ) Ex.Haz.
Y ( ) NFPA 231 ( ) NFPA 231C ( ) Figure Curve
S Other
T Specific Ruling Made By Date
E
M Area of Sprinkler Operation - 945 System Type Sprinkler/Nozzle
Density - .10 (X) Wet Make Viking
D Area Per Sprinkler - Varies ( ) Dry Model QR PD
E Elevation at Highest Outlet - 12-0 ( ) Deluge Size 1/2"
S Hose Allowance - Inside - ( ) Preaction K-Factor 5.6
I Rack Sprinkler Allowance - ( ) Other Temp.Rat.155
G Hose Allowance - Outside - 100
N
Note Hydraulic area reduced per NFPA #13 codes
Calculation Flow Required - 184.58 Press Required - 31.657 at Base of Riser
Summary C-Factor Used: 120 Overhead 150 Underground
W Water Flow Test: Pump Data: Tank or Reservoir:
A Date of Test - 7-29-2020 Cap. -
T Time of Test - 9:26 AM Rated Cap.- Elev.-
E Static Press - 47 @ Press -
R Residual Press - 34 Elev. - Well
Flow - 880 Proof Flow
S Elevation -
U
P Location - Fire Hydrant at W. 6th & Mayport Road
P
L Source of Information - City of Atlantic Beach - Utilities Department
Y
C Commodity Class Location
O Storage Ht. Area Aisle W.
M Storage Method: Solid Piled % Palletized % Rack
M
( ) Single Row ( ) Conven. Pallet ( ) Auto. Storage ( ) Encap.
S R ( ) Double Row ( ) Slave Pallet ( ) Solid Shelf ( ) Non
T A ( ) Mult. Row ( ) Open Shelf
O C
R K Flue Spacing Clearance:Storage to Ceiling
A Longitudinal Transverse
G
E Horizontal Barriers Provided:
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
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American Fire Services Inc.Page 4
Sanctuary Date
Node Elevation K-Fact Pt Pn Flow Density Area Press
No. Actual Actual Req.
1 12.0 5.6 9.42 na 17.19 0.1 117 7.0
3 12.0 5.6 9.5 na 17.26 0.1 130 7.0
5 12.0 5.6 9.84 na 17.57 0.1 130 7.0
7 12.0 5.6 10.56 na 18.2 0.1 182 7.0
9 12.0 5.6 10.29 na 17.97 0.1 100 7.0
10 13.0 10.5 na
13 12.0 5.6 10.94 na 18.52 0.1 108 7.0
15 12.0 5.6 11.04 na 18.61 0.1 120 7.0
17 12.0 5.6 11.43 na 18.93 0.1 120 7.0
19 12.0 5.6 12.26 na 19.61 0.1 120 7.0
21 12.0 5.6 13.71 na 20.73 0.1 120 7.0
2 13.0 9.57 na
4 13.0 9.66 na
6 13.0 10.02 na
8 13.0 10.79 na
11 13.0 11.85 na
14 13.0 11.19 na
16 13.0 11.29 na
18 13.0 11.7 na
20 13.0 12.58 na
22 13.0 14.11 na
12 13.0 20.04 na
23 13.0 20.07 na
24 13.0 20.33 na
25 7.583 22.8 na
26 7.583 23.73 na
27 7.583 24.18 na
TASR 5.0 25.4 na
BASE 1.0 31.66 na
UG -4.0 33.83 na
CONN -4.0 33.95 na 100.0
The maximum velocity is 13.92 and it occurs in the pipe between nodes 22 and 23
Pressure / Flow Summary - STANDARD
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
American Fire Services Inc.Page 5
Sanctuary 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
1 17.19 1.049 T 5.0 1.000 9.418 K Factor = 5.60
to 120.0 0.0 5.000 -0.433
2 17.19 0.0982 0.0 6.000 0.589 Vel = 6.38
0.0
17.19 9.574 K Factor = 5.56
3 17.26 1.049 T 5.0 1.000 9.502 K Factor = 5.60
to 120.0 0.0 5.000 -0.433
4 17.26 0.0990 0.0 6.000 0.594 Vel = 6.41
0.0
17.26 9.663 K Factor = 5.55
5 17.57 1.049 T 5.0 1.000 9.839 K Factor = 5.60
to 120.0 0.0 5.000 -0.433
6 17.57 0.1023 0.0 6.000 0.614 Vel = 6.52
0.0
17.57 10.020 K Factor = 5.55
7 18.20 1.049 T 5.0 1.000 10.562 K Factor = 5.60
to 120.0 0.0 5.000 -0.433
8 18.2 0.1093 0.0 6.000 0.656 Vel = 6.76
0.0
18.20 10.785 K Factor = 5.54
9 17.97 1.049 T 5.0 1.000 10.292 K Factor = 5.60
to 120.0 0.0 5.000 -0.433
10 17.97 0.1068 0.0 6.000 0.641 Vel = 6.67
10 0.0 1.049 2E 4.0 3.667 10.500
to 120.0 T 5.0 9.000 0.0
11 17.97 0.1067 0.0 12.667 1.351 Vel = 6.67
0.0
17.97 11.851 K Factor = 5.22
13 18.52 1.049 T 5.0 1.000 10.943 K Factor = 5.60
to 120.0 0.0 5.000 -0.433
14 18.52 0.1130 0.0 6.000 0.678 Vel = 6.88
0.0
18.52 11.188 K Factor = 5.54
15 18.61 1.049 T 5.0 1.000 11.039 K Factor = 5.60
to 120.0 0.0 5.000 -0.433
16 18.61 0.1138 0.0 6.000 0.683 Vel = 6.91
0.0
18.61 11.289 K Factor = 5.54
17 18.93 1.049 T 5.0 1.000 11.427 K Factor = 5.60
to 120.0 0.0 5.000 -0.433
18 18.93 0.1177 0.0 6.000 0.706 Vel = 7.03
0.0
18.93 11.700 K Factor = 5.53
19 19.61 1.049 T 5.0 1.000 12.259 K Factor = 5.60
to 120.0 0.0 5.000 -0.433
20 19.61 0.1253 0.0 6.000 0.752 Vel = 7.28
Final Calculations - Hazen-Williams
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
American Fire Services Inc.Page 6
Sanctuary 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
0.0
19.61 12.578 K Factor = 5.53
21 20.73 1.049 T 5.0 1.000 13.708 K Factor = 5.60
to 120.0 0.0 5.000 -0.433
22 20.73 0.1390 0.0 6.000 0.834 Vel = 7.70
0.0
20.73 14.109 K Factor = 5.52
2 17.19 1.682 0.0 9.000 9.574
to 120.0 0.0 0.0 0.0
4 17.19 0.0099 0.0 9.000 0.089 Vel = 2.48
4 17.26 1.682 0.0 10.000 9.663
to 120.0 0.0 0.0 0.0
6 34.45 0.0357 0.0 10.000 0.357 Vel = 4.97
6 17.56 1.682 0.0 10.000 10.020
to 120.0 0.0 0.0 0.0
8 52.01 0.0765 0.0 10.000 0.765 Vel = 7.51
8 18.20 1.682 0.0 8.000 10.785
to 120.0 0.0 0.0 0.0
11 70.21 0.1332 0.0 8.000 1.066 Vel = 10.14
11 17.97 1.682 2E 9.9 20.500 11.851
to 120.0 T 9.9 19.800 0.0
12 88.18 0.2032 0.0 40.300 8.187 Vel = 12.73
0.0
88.18 20.038 K Factor = 19.70
14 18.52 1.682 0.0 9.000 11.188
to 120.0 0.0 0.0 0.0
16 18.52 0.0112 0.0 9.000 0.101 Vel = 2.67
16 18.61 1.682 0.0 10.000 11.289
to 120.0 0.0 0.0 0.0
18 37.13 0.0411 0.0 10.000 0.411 Vel = 5.36
18 18.93 1.682 0.0 10.000 11.700
to 120.0 0.0 0.0 0.0
20 56.06 0.0878 0.0 10.000 0.878 Vel = 8.09
20 19.61 1.682 0.0 10.000 12.578
to 120.0 0.0 0.0 0.0
22 75.67 0.1531 0.0 10.000 1.531 Vel = 10.93
22 20.73 1.682 T 9.9 15.000 14.109
to 120.0 0.0 9.900 0.0
23 96.4 0.2396 0.0 24.900 5.965 Vel = 13.92
0.0
96.40 20.074 K Factor = 21.52
12 88.18 4.26 0.0 16.500 20.038
to 120.0 0.0 0.0 0.0
23 88.18 0.0022 0.0 16.500 0.036 Vel = 1.98
23 96.40 4.26 0.0 30.000 20.074
to 120.0 0.0 0.0 0.0
24 184.58 0.0086 0.0 30.000 0.259 Vel = 4.15
Final Calculations - Hazen-Williams
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
American Fire Services Inc.Page 7
Sanctuary 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
24 0.0 4.26 V 8.954 5.417 20.333
to 120.0 0.0 8.954 2.346
25 184.58 0.0086 0.0 14.371 0.124 Vel = 4.15
25 0.0 4.26 3V 26.861 60.000 22.803
to 120.0 X 21.067 47.928 0.0
26 184.58 0.0086 0.0 107.928 0.931 Vel = 4.15
26 0.0 4.26 V 8.954 42.750 23.734
to 120.0 0.0 8.954 0.0
27 184.58 0.0086 0.0 51.704 0.446 Vel = 4.15
27 0.0 4.26 V 8.954 2.583 24.180
to 120.0 0.0 8.954 1.119
TASR 184.58 0.0087 0.0 11.537 0.100 Vel = 4.15
TASR 0.0 4.26 Zce 0.0 4.000 25.399
to 120.0 Avc 27.651 27.651 5.985 * * Fixed Loss = 4.253
BASE 184.58 0.0086 0.0 31.651 0.273 Vel = 4.15
BASE 0.0 6.16 0.0 5.000 31.657
to 140.0 0.0 0.0 2.166
UG 184.58 0.0010 0.0 5.000 0.005 Vel = 1.99
UG 0.0 6.09 E 21.583 50.000 33.828
to 150.0 T 46.249 72.457 0.0
CONN 184.58 0.0010 G 4.625 122.457 0.123 Vel = 2.03
100.00 Qa = 100.00
284.58 33.951 K Factor = 48.84
Final Calculations - Hazen-Williams
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087