Standpipe CalcHAMPSHIRE FIRE PROTECTION LLC
507 Southampton Road
Westfield, MA 01085
413-642-3287
Job Name : LIVE 155
Building : Live 155
Location : Standpipe
System : Standpipe
Contract : 0292CMA
Data File : LIVE 155 Standpipe Calc.WXF
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
HAMPSHIRE FIRE PROTECTION LLC Page 1
LIVE 155 Date
HYDRAULIC DESIGN INFORMATION SHEET
Name - Live 155 Date - 10-11-16
Location - Standpipe
Building - Live 155 System No. - Standpipe
Contractor - Hampshire Fire Protection LLC Contract No. - 0292CMA
Calculated By - SL Drawing No. - FP1
Occupancy - Light Hazard
S (X)NFPA 14 Number of Standpipes ( )1 ( )2 (X)3 ( )4 ( )
Y ( )Other
S ( )Specific Ruling Made by Date
T
E Flow at Top Most Outlet - 250 Gpm System Type
M Pres. at Top Most Outlet - 100 Psi (X) Wet ( ) Dry
Flow For Ea. Additional Standpipe - 250 Gpm
D Total Additional Flow - 500 Gpm
E Elevation at Highest Outlet - 40 Feet
S Hose Valve Connection (x)1 1/2" (X)2 1/2"
I Class Service ( )I ( )II (X)III
G Note:2 1/2" hose valve with 1 1/2" reducer
N Manual Standpipe
Calculation Gpm Required 1000 Psi Required 143.812 FDC
Summary C-Factor Used: Overhead 120 Underground N/A
W Water Flow Test: Pump Data: Tank or Reservoir:
A Date of Test - N/A Cap.
T Time of Test - N/A Rated Cap. N/A Elev. N/A
E Static (Psi) - N/A @ Psi N/A
R Residual (Psi) - N/A Elev. N/A Well
Flow (Gpm) - N/A Proof Flow Gpm N/A
S Elevation - N/A
U
P Location: N/A
P
L Source of Information: No water supply. Fire department to provide water
Y See general notes on FP1
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
HAMPSHIRE FIRE PROTECTION LLCPage 2 LIVE 155Date 12243648E60R72U84S96S108E120R132P144156168180100 200 300 400 500 600 700 800 900FLOW ( N ^ 1.85 )City Water Supply:Demand:C1C2C1 - Static Pressure : 150 C2 - Residual Pressure: 150 C2 - Residual Flow : 1000 D1 - Elevation : 17.324 D2 - System Flow : _______D2 - System Pressure : 143.812 Hose ( Demand ) : 1000 D3 - System Demand : 1000 Safety Margin : 6.188 D1D2D3Water Supply Curve CComputer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
HAMPSHIRE FIRE PROTECTION LLCPage 3 LIVE 155Date Fitting Legend Abbrev. Name ½ ¾ 1 1¼ 1½ 2 2½ 3 3½ 4 5 6 8 10 12 14 16 18 20 24 B NFPA 13 Butterfly Valve 0 0 0 0 0 6 7 10 0 12 9 10 12 19 21 0 0 0 0 0 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 S NFPA 13 Swing Check 0 0 5 7 9 11 14 16 19 22 27 32 45 55 65 T NFPA 13 90' Flow thru Tee 3 4 5 6 8 10 12 15 17 20 25 30 35 50 60 71 81 91 101 121 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. Route 111 Windham N.H. USA 03087
HAMPSHIRE FIRE PROTECTION LLC Page 4
LIVE 155 Date
SUPPLY ANALYSIS
Node at Static Residual Available
Source Pressure Pressure Flow Pressure Total Demand Required Pressure
FDC 150.0 150 1000.0 150.0 1000.0 143.812
NODE ANALYSIS
Pressure Discharge
Node Tag Elevation Node Type at Node at Node Notes
H01 40.0 100.0 250.0
ST1 40.0 109.26
ST2 29.25 114.08
ST3 9.667 124.34
L04 9.667 133.04
ST4 10.5 133.52
ST5 9.0 135.53
RT1 9.0 136.98
FDC 0.0 143.81
H02 29.25 104.82 250.0
H03 40.0 108.95 250.0
J01 40.0 118.21
J02 10.5 131.63
H04 40.0 109.42 250.0
K01 40.0 118.68
K02 9.167 132.7
Flow Summary - NFPA 2007
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
HAMPSHIRE FIRE PROTECTION LLC Page 5
LIVE 155 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
H01 250.00 2.469 T 12.0 31.000 100.000 Qa = 250
to 120.0 0.0 12.000 0.0
ST1 250.0 0.2154 0.0 43.000 9.263 Vel = 16.75
ST1 0.0 4.26 0.0 10.667 109.263
to 120.0 0.0 0.0 4.656
ST2 250.0 0.0151 0.0 10.667 0.161 Vel = 5.63
ST2 250.00 4.26 E 13.167 19.500 114.080
to 120.0 0.0 13.167 8.481
ST3 500.0 0.0545 0.0 32.667 1.781 Vel = 11.25
ST3 0.0 4.26 3E 39.501 120.000 124.342
to 120.0 0.0 39.501 0.0
L04 500.0 0.0545 0.0 159.501 8.695 Vel = 11.25
L04 0.0 6.357 3E 52.808 43.000 133.037
to 120.0 B 12.573 65.381 -0.361
ST4 500.0 0.0078 0.0 108.381 0.842 Vel = 5.05
ST4 250.00 6.357 3E 52.808 30.000 133.518
to 120.0 0.0 52.808 0.650
ST5 750.0 0.0164 0.0 82.808 1.360 Vel = 7.58
ST5 250.00 6.357 T 37.72 14.000 135.528
to 120.0 0.0 37.720 0.0
RT1 1000.0 0.0280 0.0 51.720 1.447 Vel = 10.11
RT1 0.0 6.357 3E 52.808 12.000 136.975
to 120.0 S 40.235 93.043 3.898
FDC 1000.0 0.0280 0.0 105.043 2.939 Vel = 10.11
0.0
1000.00 143.812 K Factor = 83.39
H02 250.00 2.469 T 12.0 31.000 104.817 Qa = 250
to 120.0 0.0 12.000 0.0
ST2 250.0 0.2154 0.0 43.000 9.263 Vel = 16.75
0.0
250.00 114.080 K Factor = 23.41
H03 250.00 2.469 T 12.0 31.000 108.946 Qa = 250
to 120.0 0.0 12.000 0.0
J01 250.0 0.2154 0.0 43.000 9.263 Vel = 16.75
J01 0.0 4.26 E 13.167 29.500 118.209
to 120.0 0.0 13.167 12.776
J02 250.0 0.0151 0.0 42.667 0.645 Vel = 5.63
J02 0.0 4.26 2E 26.334 30.000 131.630
to 120.0 B 15.8 94.802 0.0
ST4 250.0 0.0151 2T 52.668 124.802 1.888 Vel = 5.63
0.0
250.00 133.518 K Factor = 21.64
H04 250.00 2.469 T 12.0 31.000 109.417 Qa = 250
to 120.0 0.0 12.000 0.0
K01 250.0 0.2154 0.0 43.000 9.262 Vel = 16.75
K01 0.0 4.26 E 13.167 31.000 118.679
to 120.0 0.0 13.167 13.354
K02 250.0 0.0151 0.0 44.167 0.668 Vel = 5.63
Final Calculations - Hazen-Williams - 2007
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
HAMPSHIRE FIRE PROTECTION LLC Page 6
LIVE 155 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
K02 0.0 4.26 5E 65.835 90.000 132.701
to 120.0 T 26.334 92.169 0.072
ST5 250.0 0.0151 0.0 182.169 2.755 Vel = 5.63
0.0
250.00 135.528 K Factor = 21.47
Final Calculations - Hazen-Williams
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087