0041CMA 7 Emerson Way 03-02-12 CalcHAMPSHIRE FIRE PROTECTION LLC
507 Southampton Road
Westfield, MA 01085
413-642-3287
Job Name:0041CMA 7 Emerson Way
Building:LOT #7 EMERSON WAY
Location:NORTHAMPTON‚ MA 01060
System:1
Contract:0041CMA
Data File:0041CMA 7 Emerson Way AREA 1.wxf
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
HAMPSHIRE FIRE PROTECTION LLCPage1
0041CMA 7 Emerson Way Date
HYDRAULIC DESIGN INFORMATION SHEET
Name - WHITMAN COTTAGE Date - 03-02-12
Location - NORTHAMPTON‚ MA 01060
Building - LOT #7 EMERSON WAY System No. - 1
Contractor - HAMPSHIRE FIRE PROTECTION LLC Contract No. - 0041CMA
Calculated By - WAYNE STOCKER Drawing No. - FP1
Construction: (X) Combustible ( ) Non-Combustible Ceiling Height 8'-0"
OCCUPANCY - RESIDENTIAL
S Type of Calculation: ( )NFPA 13 Residential ( )NFPA 13R (X)NFPA 13D
Y Number of Sprinklers Flowing: ( )1 (X)2 ( )4 ( )
S ( )Other
T ( )Specific Ruling Made by Date
E
M Listed Flow at Start Point - 16 Gpm System Type
Listed Pres. at Start Point - 13.3 Psi (X) Wet ( ) Dry
D MAXIMUM LISTED SPACING 16 x 16 ( ) Deluge ( ) PreAction
E Domestic Flow Added - 0 Gpm Sprinkler or Nozzle
S Additional Flow Added - 0 Gpm Make RELIABLE Model F1RES44
I Elevation at Highest Outlet - 18' Feet Size 1/2 K-Factor 4.4
G Note: Temperature Rating 155
N
Calculation Gpm Required 32.1 Psi Required 16.1 At Test
Summary C-Factor Used: Overhead Underground
W Water Flow Test: Pump Data: Tank or Reservoir:
A Date of Test - 02-13-12 Rated Cap. 30 Cap.
T Time of Test - 8AM @ Psi 25 Elev.
E Static (Psi) - 28 Elev. 2'
R Residual (Psi) - 23 Other Well
Flow (Gpm) - 639 Proof Flow Gpm
S Elevation - 6'
P Location: EMERSON WAY
P
L Source of Information: NORTHAMPTON WATER DEPARTMENT
Y
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
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HAMPSHIRE FIRE PROTECTION LLCPage4
0041CMA 7 Emerson Way Date
NodeElevationK-FactPtPnFlowDensityAreaPress
No.ActualActualReq.
124.924.413.3 na 16.050.0532013.3
SW124.9213.32 na
216.8317.97 na
RF18.3327.8 na
PO0.036.13 na
PI0.023.92 na
UBF2.027.76 na
TEST6.027.98 na
324.924.413.46 na 16.140.0532013.3
SW224.9213.48 na
The maximum velocity is 10.85 and it occurs in the pipe between nodes 2 and RF1
Pressure / Flow Summary - STANDARD
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
HAMPSHIRE FIRE PROTECTION LLCPage5
0041CMA 7 Emerson Way Date
Hyd.QaDia.FittingPipePtPt
Ref."C"orFtng'sPePv*******Notes******
PointQtPf/FtEqv.Ln.TotalPfPn
1 16.051.1010.0 0.420 13.300K Factor = 4.40
to150.00.00.00.0
SW116.050.04520.0 0.420 0.019Vel = 5.41
SW10.01.1013E11.475 13.850 13.319
to150.00.0 11.475 3.504
216.050.04530.0 25.325 1.146Vel = 5.41
2 16.141.1012E7.65 29.810 17.969
to150.00.0 7.650 3.681
RF132.190.16410.0 37.460 6.149Vel = 10.85
RF10.01.614E16.0 16.210 27.799
to120.01S9.0 28.000 6.608* Fixed loss = 3
PO32.190.03901M3.0 44.210 1.722Vel = 5.07
1Fsp0.0
0.0
32.19 36.129K Factor = 5.36
System Demand Pressure 36.129
Safety Margin 11.790
Continuation Pressure 47.920
Pressure @ Pump Outlet 47.920
Pressure From Pump Curve-24.003
Pressure @ Pump Inlet 23.916
PI0.01.611E4.0 1.500 23.916
to120.00.0 4.000 3.634* Fixed loss = 4.5
UBF32.190.03890.0 5.500 0.214Vel = 5.07
UBF0.01.610.0 50.000 27.764
to120.00.00.0 -1.732
TEST32.190.03900.0 50.000 1.948Vel = 5.07
0.0
32.19 27.980K Factor = 6.09
3 16.141.1010.0 0.420 13.463K Factor = 4.40
to150.00.00.00.0
SW216.140.04760.0 0.420 0.020Vel = 5.44
SW20.01.1011T9.563 8.080 13.483
to150.01E3.825 13.387 3.504
216.140.04570.0 21.467 0.982Vel = 5.44
0.0
16.14 17.969K Factor = 3.81
Final Calculations - Hazen-Williams
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087