HomeMy WebLinkAboutF17-0013_AREA 3 5-11-2017_1494532920.pdfMERIDIAN INTERMOUNTAIN
331 METCALF ROAD # 6
AVON, COLORADO
970-748-8888
Job Name : ASHTON-HURST
Building :
Location : 4193 SPRUCE WAY, VAIL, CO 81657
System : BONUS ROOM
Contract :
Data File : AREA 3 5-11-2017.WXF
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
MERIDIAN INTERMOUNTAIN Page 1
ASHTON-HURST Date 5-11-2017
HYDRAULIC CALCULATIONS
for
Project name:ASHTON-HURST
Location:4193 SPRUCE WAY, VAIL, CO 81657
Drawing no:
Date:5-11-2017
Design
Remote area number:BONUS ROOM
Remote area location:
Occupancy classification:RESIDENTIAL
Density:.1 - Gpm/SqFt
Area of application: - SqFt
Coverage per sprinkler:130 - SqFt
Type of sprinklers calculated:LFII
No. of sprinklers calculated:3
In-rack demand: - GPM
Hose streams:0 - GPM
Total water required (including hose streams):40.43 - GPM @ 75.38 - Psi
Type of system:
Volume of dry or preaction system: - Gal
Water supply information
Date:
Location:
Source:
Name of contractor:MERIDIAN INTERMOUNTAIN
Address:331 METCALF ROAD # 6 / / AVON, COLORADO
Phone number:970-748-8888
Name of designer:
Authority having jurisdiction:
Notes: (Include peaking information or gridded systems here.)
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
MERIDIAN INTERMOUNTAINPage 2 ASHTON-HURSTDate 5-11-2017 12243648E60R72U84S96S108E120R132P144156168180100 200 300 400 500 600 700 800 900FLOW ( N ^ 1.85 )City Water Supply:Demand:C1C2C1 - Static Pressure : 150 C2 - Residual Pressure: 13 C2 - Residual Flow : 675 D1 - Elevation : 21.655 D2 - System Flow : 40.435 D2 - System Pressure : 75.380 Hose ( Demand ) : _______D3 - System Demand : 40.435 Safety Margin : 73.870 D1D2Water Supply Curve CComputer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
MERIDIAN INTERMOUNTAIN Page 3
ASHTON-HURST Date 5-11-2017
S1 1
|13
|
S2 2
S3 3
S4 4
1M6
|13 | 2M7
3M8
4M9
40.4 40.4 M6 M7 M8 M9 M5 M10TORBORTEST
40.4 40.4
Flow Diagram
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
MERIDIAN INTERMOUNTAINPage 4 ASHTON-HURSTDate 5-11-2017 Fitting Legend Abbrev.Name ½¾11¼1½22½33½456810121416182024 Ball B Ball Milw BB-SC100 2.25 2 2.5 2.25 10 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 Fsp Flow Switch Potter VSR Fitting generates a Fixed Loss Based on Flow N *CPVC 90'Ell Harvel-Spears 7789111213000000000000 S NFPA 13 Swing Check 0 0 5 7 9 11141619222732455565 T NFPA 13 90' Flow thru Tee 3 4 5 6 8 10121517202530355060718191101121 Zil Wilkins 975XL 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. Route 111 Windham N.H. USA 03087
MERIDIAN INTERMOUNTAIN Page 5
ASHTON-HURST Date 5-11-2017
Node Elevation K-Fact Pt Pn Flow Density Area Press
No. Actual Actual Req.
HS1 143.0 4.9 7.04 na 13.0 0.1 130 7.0
HS2 143.0 4.9 7.57 na 13.49 0.1 130 7.0
HS3 143.0 4.9 8.1 na 13.95 0.1 130 7.0
1 144.0 7.01 na
2 144.0 7.58 na
3 144.0 8.35 na
M20 144.0 8.58 na
M5 111.0 28.67 na
M10 134.0 27.33 na
TOR 121.0 33.53 na
BOR 93.0 50.21 na
TEST 93.0 75.38 na
The maximum velocity is 10.32 and it occurs in the pipe between nodes M20 and M5
Pressure / Flow Summary - STANDARD
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
MERIDIAN INTERMOUNTAIN Page 6
ASHTON-HURST Date 5-11-2017
Hyd. Qa Dia. Fitting Pipe Pt Pt
Ref. "C" or Ftng's Pe Pv ******* Notes ******
Point Qt Pf/Ft Eqv. Ln. Total Pf Pn
HS1 13.00 1.025 2E 5.4 4.000 7.039 K Factor = 4.90
to 150.0 0.0 5.400 -0.433
1 13.0 0.0434 0.0 9.400 0.408 Vel = 5.05
0.0
13.00 7.014 K Factor = 4.91
HS2 13.49 1.025 2E 5.4 4.000 7.575 K Factor = 4.90
to 150.0 0.0 5.400 -0.433
2 13.49 0.0465 0.0 9.400 0.437 Vel = 5.25
0.0
13.49 7.579 K Factor = 4.90
HS3 13.95 1.025 2E 5.4 8.370 8.104 K Factor = 4.90
to 150.0 0.0 5.400 -0.433
3 13.95 0.0495 0.0 13.770 0.682 Vel = 5.42
0.0
13.95 8.353 K Factor = 4.83
1 13.00 1.025 1T 6.75 6.250 7.014
to 150.0 0.0 6.750 0.0
2 13.0 0.0435 0.0 13.000 0.565 Vel = 5.05
2 13.49 1.265 1T 5.935 11.280 7.579
to 150.0 0.0 5.935 0.0
M20 26.49 0.0581 0.0 17.215 1.001 Vel = 6.76
0.0
26.49 8.580 K Factor = 9.04
3 13.95 1.265 1T 5.935 6.870 8.353
to 150.0 0.0 5.935 0.0
M20 13.95 0.0177 0.0 12.805 0.227 Vel = 3.56
0.0
13.95 8.580 K Factor = 4.76
M20 40.44 1.265 4E 11.87 15.900 8.580
to 150.0 3T 17.804 29.674 14.292
M5 40.44 0.1273 0.0 45.574 5.800 Vel = 10.32
M5 0.0 1.505 4E 17.409 123.000 28.672
to 150.0 2T 17.409 34.818 -9.961
M10 40.44 0.0546 0.0 157.818 8.619 Vel = 7.29
M10 0.0 1.505 2E 8.704 1.750 27.330
to 150.0 0.0 8.705 5.630
TOR 40.44 0.0546 0.0 10.455 0.571 Vel = 7.29
TOR 0.0 1.505 2E 8.704 10.000 33.531
to 150.0 1S 9.792 18.498 15.127 * * Fixed Loss = 3
BOR 40.44 0.0546 1Fsp 0.0 28.498 1.556 Vel = 7.29
BOR 0.0 1.598 8N 72.0 200.000 50.214
to 150.0 1Zil 0.0 87.299 13.450 * * Fixed Loss = 13.45
TEST 40.44 0.0408 1T 11.656 287.299 11.716 Vel = 6.47
1Ball 3.643
0.0
40.44 75.380 K Factor = 4.66
Final Calculations - Hazen-Williams - 2007
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087