HomeMy WebLinkAbout211310-001 Sprinkler Shop & CalcsColonial Fire Protection
860 Linden Ave
Suite B
Rochester, New York 14625
585.381.7362
Job Name : 209 Elm Street 3rd Floor
Drawing : FP-1
Location : 3rd Floor
Remote Area : 1
Contract :
Data File : Cayuga Flats 209 Elm Street.WXF
Computer Programs by Hydratec Inc. Revision: 50.54.2
Colonial Fire Protection Page 1
209 Elm Street 3rd Floor Date Nov 2019
HYDRAULIC CALCULATIONS
for
Project name:209 Elm Street 3rd Floor
Location:3rd Floor
Drawing no:FP-1
Date:Nov 2019
Design
Remote area number:1
Remote area location:3rd Floor
Occupancy classification:13R
Density:1 - Gpm/SqFt
Area of application:3-Heads - SqFt
Coverage per sprinkler:varies - SqFt
Type of sprinklers calculated:Reliable 4.9 F1FR Res Pnd
No. of sprinklers calculated:3
In-rack demand:n/a - GPM
Hose streams:90 - GPM
Total water required (including hose streams):150 - GPM @ 90 - Psi
Type of system:Wet
Volume of dry or preaction system:n/a - Gal
Water supply information
Date:
Location:
Source:
Name of contractor:Colonial Fire Protection
Address:860 Linden Ave / Suite B / Rochester, New York 14625
Phone number:585.381.7362
Name of designer:
Authority having jurisdiction:
Notes: (Include peaking information or gridded systems here.)
Computer Programs by Hydratec Inc. Revision: 50.54.2
Colonial Fire ProtectionPage 2 209 Elm Street 3rd FloorDate Nov 2019 10203040E50R60U70S80S90E100R110P120130140150100 200 300 400 500 600 700 800 900FLOW ( N ^ 1.85 )City Water Supply:Demand:C1C2C1 - Static Pressure : 134 C2 - Residual Pressure: 58 C2 - Residual Flow : 540 D1 - Elevation : 12.560 D2 - System Flow : 60.329 D2 - System Pressure : 90.780 Hose ( Demand ) : 90 D3 - System Demand : 150.329 Safety Margin : 36.085 D1D2D3Water Supply Curve CComputer Programs by Hydratec Inc. Revision: 50.54.2
Colonial Fire ProtectionPage 3 209 Elm Street 3rd FloorDate Nov 2019 Fitting Legend Abbrev. Name ½ ¾ 1 1¼ 1½ 2 2½ 3 3½ 4 5 6 8 10 12 14 16 18 20 24 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 L NFPA 13 Long Turn Elbow 0.5 1 2 2 2 3 4 5 5 6 8 9 13 16 18 24 27 30 34 40 N * CPVC 90'Ell Harvel-Spears 7 7 8 9 11 12 13 0 0 0 0 0 0 0 0 0 0 0 0 O * CPVC Tee - Branch 3 3 5 6 8 10 12 15 0 0 0 0 0 0 0 0 0 0 0 0 T NFPA 13 90' Flow thru Tee 3 4 5 6 8 10 12 15 17 20 25 30 35 50 6071 81 91 101 121 Zds Deringer 50G RPDA II 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. Fittings Used SummaryComputer Programs by Hydratec Inc. Revision: 50.54.2
Colonial Fire Protection Page 4
209 Elm Street 3rd Floor Date Nov 2019
SUPPLY ANALYSIS
Node at Static Residual Available
Source Pressure Pressure Flow Pressure Total Demand Required Pressure
TEST 134.0 58 540.0 126.865 150.33 90.78
NODE ANALYSIS
Pressure Discharge
Node Tag Elevation Node Type at Node at Node Notes
S1 29.0 4.9 12.0 16.97
S2 29.0 4.9 14.01 18.34
S3 29.0 4.9 26.06 25.01
R1 29.0 20.91
R2 29.0 33.16
R1A 10.0 56.18
R2A 10.0 56.91
A 10.0 65.43
TOR 10.0 75.07
BOR 3.0 78.68
RPZO 3.0 78.7
RPZI 0.0 90.02 90.0
U1 0.0 90.37
TAP 0.0 90.41
TEST 0.0 90.78
Flow Summary - NFPA
Computer Programs by Hydratec Inc. Revision: 50.54.2
Colonial Fire Protection Page 5
209 Elm Street 3rd Floor Date Nov 2019
Node1 Elev1 K Qa Nom Fitting Pipe CFact Pt
to or Ftngs Pe ******* Notes ******
Node2 Elev2 Fact Qt Act Eqiv Len Total Pf/Ft Pf
S1 29 4.90 16.97 0.75 0.0 13.000 150 12.000
to 0.0 0.0 0.0
S2 29 16.97 0.874 0.0 13.000 0.1546 2.010 Vel = 9.08
S2 29 4.90 18.35 0.75 N 7.0 4.500 150 14.010
to 0.0 7.000 0.0
R1 29 35.32 0.874 0.0 11.500 0.5997 6.897 Vel = 18.89
0.0
R1 35.32 20.907 K Factor = 7.72
S3 29 4.90 25.01 0.75 2N 14.0 8.400 150 26.059
to 0.0 14.000 0.0
R2 29 25.01 0.874 0.0 22.400 0.3169 7.098 Vel = 13.37
0.0
R2 25.01 33.157 K Factor = 4.34
R1 29 35.32 0.75 2N 14.0 28.100 150 20.907
to O 3.0 17.000 8.229
R1A 10 35.32 0.874 0.0 45.100 0.5997 27.046 Vel = 18.89
0.0
R1A 35.32 56.182 K Factor = 4.71
R2 29 25.01 0.75 2N 14.0 29.000 150 33.157
to 2O 6.0 20.000 8.229
R2A 10 25.01 0.874 0.0 49.000 0.3168 15.525 Vel = 13.37
0.0
R2A 25.01 56.911 K Factor = 3.32
R1A 10 35.32 1.25 0.0 11.800 150 56.182
to 0.0 0.0 0.0
R2A 10 35.32 1.394 0.0 11.800 0.0618 0.729 Vel = 7.42
R2A 10 25.01 1.25 0.0 51.250 150 56.911
to 0.0 0.0 0.0
A 10 60.33 1.394 0.0 51.250 0.1662 8.520 Vel = 12.68
A 10 0.0 1.25 2O 12.0 38.000 150 65.431
to N 8.0 20.000 0.0
TOR 10 60.33 1.394 0.0 58.000 0.1663 9.643 Vel = 12.68
TOR 10 0.0 2 T 12.307 7.000 120 75.074
to 0.0 12.307 3.032
BOR 3 60.33 2.157 0.0 19.307 0.0299 0.578 Vel = 5.30
BOR 3 0.0 2.5 0.0 1.000 120 78.684
to 0.0 0.0 0.0
RPZO 3 60.33 2.635 0.0 1.000 0.0120 0.012 Vel = 3.55
RPZO 3 0.0 2.5 Zds 0.0 1.000 120 78.696
to 0.0 0.0 11.314 * * Fixed Loss = 10.015
RPZI 0 60.33 2.635 0.0 1.000 0.0110 0.011 Vel = 3.55
RPZI 0 H90 90.00 4 L 8.72 25.000 140 90.021
to G 2.907 40.694 0.0
U1 0 150.33 4.1 T 29.067 65.694 0.0054 0.352 Vel = 3.65
U1 0 0.0 6 T 43.037 10.000 140 90.373
to 0.0 43.037 0.0
TAP 0 150.33 6.16 0.0 53.037 0.0007 0.039 Vel = 1.62
TAP 0 0.0 6 0.0 500.000 140 90.412
to 0.0 0.0 0.0
TEST 0 150.33 6.16 0.0 500.000 0.0007 0.368 Vel = 1.62
Final Calculations : Hazen-Williams
Computer Programs by Hydratec Inc. Revision: 50.54.2
Colonial Fire Protection Page 6
209 Elm Street 3rd Floor Date Nov 2019
Node1 Elev1 K Qa Nom Fitting Pipe CFact Pt
to or Ftngs Pe ******* Notes ******
Node2 Elev2 Fact Qt Act Eqiv Len Total Pf/Ft Pf
0.0
TEST 150.33 90.780 K Factor = 15.78
Final Calculations : Hazen-Williams
Computer Programs by Hydratec Inc. Revision: 50.54.2