HomeMy WebLinkAboutF12-0076 Hydraulic Calculations Approved _ _ _ Fire Prakeckian �y Compuker Design
Central Fire Protection
10775 E. 51 st Ave.
Denver, Colorado 80239
(303) 576-8157
Job Name : Casa Colorado
Building : 1042 Eagles Nest Circle Vail, Colorado
Location : Third Floor Bedroom 305
System : Calc#1
Contract : 290712
Data File : Casa Colorado Third Floor Bedroom 305 Calc#1.WX1
�. —
I attest to the accuracy and
MarvinHeath,SET integrity of this document
Central Fire Protection Contractors, Inc.
NICET LevellV#/079201
Fire Protection Engineering Technology/ 20� 2.� 0.09 11 .O� :09 -06'00'
Water-Based Systems Layout
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Central Fire Protection Page 1
Casa Colorado Date 10-06-12
HYDRAULIC DESIGN INFORMATION SHEET
Name - Casa Colorado Date - 10-06-2012
Location - Third Floor Bedroom 305
Building - 1042 Eagles Nest Circle Vail, Colorado System No. - Calc #1
Contractor - Central Fire Protection Contractors Inc Contract No. - 290712
Calculated By - Stephanie Pelster Drawing No. - FP2
Construction: (X) Combustible ( ) Non-Combustible Ceiling Height 8 '-1"
OCCUPANCY - NFPA 13D 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 - 23 Gpm System Type
Listed Pres. at Start Point - 27 .3 Psi (X) Wet ( ) Dry
D MAXIMUM LISTED SPACING 18 x 18 O Deluge O PreAction
E Domestic Flow Added - N/A Gpm Sprinkler or Nozzle
S Additional Flow Added - N/A Gpm Make TYCO Model LF11 HSW
I Elevation at Highest Outlet - Feet Size 1/2" K-Factor 4.4
G Note: Temperature Rating 155
N
Calculation Gpm Required 47 . 04 Psi Required 73.172 At Pump Outlet
Summary C-Factor Used: Overhead 150 Underground 150
W Water Flow Test: Pump Data: Tank or Reservoir:
A Date of Test - 10-01-2012 Rated Cap. 50 Cap.
T Time of Test - 10:00 AM @ Psi 41 . 6 Elev.
E Static (Psi) - 100 Elev. 1'
R Residual (Psi) - 95 Other Well
Flow (Gpm) - 1318 Proof Flow Gpm
S Elevation - 2 '
P Location: 1042 Eagles Nest Circle vail, Colorado 81657
P
L Source of Information: Test conducted by Central Fire Protection Contractors
Y and witnessed by Vail Fire & Upper Eagle Valley Fire
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Water Supply Curve (C)
Central Fire Protection Page 2
Casa Colorado Date 10-06-12
City Water Supply: Pump Data: Demand:
C1 - Static Pressure : 90 P1 - Pump Churn Pressure : 67.5 D1 - Elevation : 14.238
C2 - Residual Pressure: 85.5 P2 - Pump Rated Pressure : 61 D2 - System Flow : 47.04
C2 - Residual Flow : 1318 P2 - Pump Rated Flow : 20 D2 - System Pressure : 73.172
P3 - Pump Pressure @ Max Flow : 41.6 Hose ( Demand ) �
City Water Adjusted to Pump Inlet P3 - Pump Max Flow : 50 D3 - System Demand : 47.04
for Pf- Elev- Hose Flow City Residual Flow @ 0 = 6655.41 Safety Margin : 2.535
A1 -Adjusted Static: 72.401 City Residual Flow @ 20 = 5810.02
A2 -Adj Resid : 64 @ 20 City Water @ 150% of Pump = 89.99
A3 -Adj Resid : 26.632 @ 50
180
168
156
P 144
R 132
E 120
S 108
S 96 C2
U 84 D2
R 72 A 2
E 60
48
36 A3
24
12
200 400 600 800 1000 1200 1400 1600 1800
FLOW ( N " 1.85 )
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Fittings Used Summary
Central Fire Protection Page 3
Casa Colorado Date 10-06-12
Fitting Legend
Abbrev. Name Yz '/4 1 1'/< 1'/z 2 2Yz 3 3'/z 4 5 6 8 10 12 14 16 18 20 24
Bv B Ball Milw BB-SC100 2.25 2 2.5 2.25 10
Cpe" CPVC 90'EII Harvel-Spears 7 7 8 9 11 12 13 0 0 0 0 0 0 0 0 0 0 0 0
Cpt` CPVC Tee-Branch 3 3 5 6 8 10 12 15 0 0 0 0 0 0 0 0 0 0 0 0
Cue" Copper 90'EII 1 1 2 2 2.5 3.5 4 5 6 7 9 10 0 0 0 0 0 0 0 0
Cut` Copper Tee-Branch 1.5 2 2 3 3.5 5 6 7.5 9 10.5 13 15 0 0 0 0 0 0 0 0
Fsp Flow Switch Potter VSR Fitting generates a Fixed Loss Based on Flow
S NFPA 13 Swing Check 0 0 5 7 9 11 14 16 19 22 27 32 45 55 65
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.
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Pressure / Flow Summary - STANDARD
Central Fire Protection Page 4
Casa Colorado Date 10-06-12
Node Elevation K-Fact Pt Pn Flow Density Area Press
No. Actual Actual Req.
S1 27.875 4.4 29.84 na 24.04 0.071 324 27.3
S2 27.875 4.4 27.33 na 23.0 0.071 324 27.3
L1A 27.875 30.34 na
L2A 27.875 27.98 na
L1B 19.71 35.33 na
L2B 19.71 32.85 na
L3 19.71 34.98 na
L4 27.875 33.72 na
L5 19.04 39.2 na
L6 8.21 49.8 na
L9 8.21 57.96 na
TOR 8.21 60.94 na
PMPO 1.0 73.17 na
PMPI 1.0 31.52 na
BFO 2.0 34.35 na
BFI 2.0 43.82 na
BOR 1.0 52.9 na
TEST -5.0 89.99 na
The maximum velocity is 19.41 and it occurs in the pipe between nodes BOR and TEST
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Final Calculations - Hazen-Williams
Central Fire Protection Page 5
Casa Colorado Date 10-06-12
Hyd. Qa Dia. Fitting Pipe Pt Pt
Ref. "C" or Ftng's Pe Pv ******* Notes ******
Point Qt Pf/Ft Eqv. Ln. Total Pf Pn
*THIRD FLOOR
S1 24.04 1.101 1 Cpt 5.0 0.250 29.841 K Factor=4.40
to 150.0 0.0 5.000 0.0
L1A 24.04 0.0954 0.0 5.250 0.501 Vel = 8.10
0.0
24.04 30.342 K Factor= 4.36
S2 23.00 1.101 1 Cpe 7.0 0.333 27.334 K Factor=4.40
to 150.0 0.0 7.000 0.0
L2A 23.0 0.0881 0.0 7.333 0.646 Vel = 7.75
0.0
23.00 27.980 K Factor= 4.35
*VERTICAL RISERS FROM 2ND TO 3RD
L1A 24.04 1.101 1Cpe 7.0 8.170 30.342
to 150.0 0.0 7.000 3.536
L1 B 24.04 0.0956 0.0 15.170 1.451 Vel = 8.10
0.0
24.04 35.329 K Factor= 4.04
L2A 23.00 1.101 1 Cpe 7.0 8.170 27.980
to 150.0 0.0 7.000 3.536
L2B 23.0 0.0882 0.0 15.170 1.338 Vel = 7.75
0.0
23.00 32.854 K Factor= 4.01
*2ND FLOOR PIPING
L1 B 24.04 1.101 1 Cpe 7.0 20.500 35.329
to 150.0 2Cpt 10.0 17.000 0.290
L5 24.04 0.0956 0.0 37.500 3.585 Vel = 8.10
0.0
24.04 39.204 K Factor= 3.84
L2B 23.00 1.101 2Cpt 10.0 14.170 32.854
to 150.0 0.0 10.000 0.0
L3 23.0 0.0881 0.0 24.170 2.130 Vel = 7.75
L3 0.0 1.101 2Cpe 14.0 11.833 34.984
to 150.0 0.0 14.000 -3.536
L4 23.0 0.0881 0.0 25.833 2.277 Vel = 7.75
L4 0.0 1.101 1 Cpe 7.0 6.750 33.725
to 150.0 1 Cpt 5.0 12.000 3.826
L5 23.0 0.0882 0.0 18.750 1.653 Vel = 7.75
0.0
23.00 39.204 K Factor= 3.67
*VERTICAL RISER FROM 1 ST TO 2ND
L5 47.04 1.101 1 Cpe 7.0 10.830 39.204
to 150.0 0.0 7.000 4.690
L6 47.04 0.3311 0.0 17.830 5.904 Vel = 15.85
0.0
47.04 49.798 K Factor= 6.67
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Final Calculations - Hazen-Williams
Central Fire Protection Page 6
Casa Colorado Date 10-06-12
Hyd. Qa Dia. Fitting Pipe Pt Pt
Ref. "C" or Ftng's Pe Pv ******* Notes ******
Point Qt Pf/Ft Eqv. Ln. Total Pf Pn
*FIRST FLOOR PIPING
L6 47.04 1.101 1 Cpe 7.0 7.670 49.798
to 150.0 2Cpt 10.0 17.000 0.0
L9 47.04 0.3310 0.0 24.670 8.167 Vel = 15.85
L9 0.0 1.101 1 Cpe 7.0 2.000 57.965
to 150.0 0.0 7.000 0.0
TOR 47.04 0.3311 0.0 9.000 2.980 Vel = 15.85
TOR 0.0 1.055 1 Fsp 0.0 7.210 60.945
to 150.0 1 S 7.768 7.768 6.123 * Fixed loss = 3
PMPO 47.04 0.4075 0.0 14.978 6.104 Vel = 17.26
0.0
47.04 73.172 K Factor= 5.50
System Demand Pressure 73.172
Safety Margin 2.535
Continuation Pressure 75.707
Pressure @ Pump Outlet 75.707
Pressure From Pump Curve -44.189
Pressure @ Pump Inlet 31.518
PMPI 0.0 1.055 2Cue 4.0 4.000 31.518
to 150.0 0.0 4.000 -0.433
BFO 47.04 0.4076 0.0 8.000 3.261 Vel = 17.26
BFO 0.0 1.055 0.0 1.170 34.346
to 150.0 0.0 0.0 9.000 * Fixed loss = 9
BFI 47.04 0.4077 0.0 1.170 0.477 Vel = 17.26
BFI 0.0 1.055 1 Cue 2.0 1.000 43.823
to 150.0 1 Bv 3.496 5.496 6.433 * Fixed loss = 6
BOR 47.04 0.4075 0.0 6.496 2.647 Vel = 17.26
BOR 0.0 0.995 2Cue 4.0 55.000 52.903
to 150.0 1 Cut 2.0 8.628 2.599
TEST 47.04 0.5420 1 Bv 2.628 63.628 34.489 Vel = 19.41
0.0
47.04 89.991 K Factor= 4.96
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
_ _ _ Fire Prakeckian �y Compuker Design
Central Fire Protection
10775 E. 51 st Ave.
Denver, Colorado 80239
(303) 576-8157
Job Name : Casa Colorado
Building : 1042 Eagles Nest Circle Vail, Colorado
Location : Second Floor Living Room
System : Calc#2
Contract : 290712
Data File : Casa Colorado Second Floor Living Room Calc#2.WX1
�
I attest to the accuracy and
MarvinHeath,SET integrity of this document
Central Fire Protection Contractors, Inc.
NICET LevellV#079201
Fire Protection Engineering Technology/ 2012 10 09 11 �O� •36 -06'00'
Water-Based Systems Layout • • • •
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Central Fire Protection Page 1
Casa Colorado Date 10-06-12
HYDRAULIC DESIGN INFORMATION SHEET
Name - Casa Colorado Date - 10-06-2012
Location - Second Floor Living Room
Building - 1042 Eagles Nest Circle Vail, Colorado System No. - Calc #2
Contractor - Central Fire Protection Contractors Inc Contract No. - 290712
Calculated By - Stephanie Pelster Drawing No. - FP1
Construction: (X) Combustible ( ) Non-Combustible Ceiling Height 9'-11"
OCCUPANCY - NFPA 13D 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 - 20 Gpm System Type
Listed Pres. at Start Point - 23. 8 Psi (X) Wet ( ) Dry
D MAXIMUM LISTED SPACING 20 x 20 O Deluge O PreAction
E Domestic Flow Added - N/A Gpm Sprinkler or Nozzle
S Additional Flow Added - N/A Gpm Make GLOBE Model MILLENNIUM
I Elevation at Highest Outlet - Feet Size 1/2" K-Factor 4 .1
G Note: Temperature Rating 155
N
Calculation Gpm Required 42 . 992 Psi Required 62.847 pump outlet
Summary C-Factor Used: Overhead 150 Underground 150
W Water Flow Test: Pump Data: Tank or Reservoir:
A Date of Test - 10-01-2012 Rated Cap. 50 Cap.
T Time of Test - 10:00 AM @ Psi 41 . 6 Elev.
E Static (Psi) - 100 Elev. 1'
R Residual (Psi) - 95 Other Well
Flow (Gpm) - 1318 Proof Flow Gpm
S Elevation - 2 '
P Location: 1042 Eagles Nest Circle vail, Colorado 81657
P
L Source of Information: Test conducted by Central Fire Protection Contractors
Y and witnessed by Vail Fire & Upper Eagle Valley Fire
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Water Supply Curve (C)
Central Fire Protection Page 2
Casa Colorado Date 10-06-12
City Water Supply: Pump Data: Demand:
C1 - Static Pressure : 90 P1 - Pump Churn Pressure : 67.5 D1 - Elevation : 10.468
C2 - Residual Pressure: 85.5 P2 - Pump Rated Pressure : 61 D2 - System Flow : 42.992
C2 - Residual Flow : 1318 P2 - Pump Rated Flow : 20 D2 - System Pressure : 62.847
P3 - Pump Pressure @ Max Flow : 41.6 Hose ( Demand ) �
City Water Adjusted to Pump Inlet P3 - Pump Max Flow : 50 D3 - System Demand : 42.992
for Pf- Elev- Hose Flow City Residual Flow @ 0 = 6655.41 Safety Margin : 22.450
A1 -Adjusted Static: 72.401 City Residual Flow @ 20 = 5810.02
A2 -Adj Resid : 64 @ 20 City Water @ 150% of Pump = 89.99
A3 -Adj Resid : 26.632 @ 50
180
168
156
P 144
R 132
E 120
S 108
S 96 C2
� 84
R 72 A �
E 60
48
36 A3
24
12 D1
200 400 600 800 1000 1200 1400 1600 1800
FLOW ( N " 1.85 )
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Fittings Used Summary
Central Fire Protection Page 3
Casa Colorado Date 10-06-12
Fitting Legend
Abbrev. Name Yz '/4 1 1'/< 1'/z 2 2Yz 3 3'/z 4 5 6 8 10 12 14 16 18 20 24
Bv B Ball Milw BB-SC100 2.25 2 2.5 2.25 10
Cpe" CPVC 90'EII Harvel-Spears 7 7 8 9 11 12 13 0 0 0 0 0 0 0 0 0 0 0 0
Cpt` CPVC Tee-Branch 3 3 5 6 8 10 12 15 0 0 0 0 0 0 0 0 0 0 0 0
Cue" Copper 90'EII 1 1 2 2 2.5 3.5 4 5 6 7 9 10 0 0 0 0 0 0 0 0
Cut` Copper Tee-Branch 1.5 2 2 3 3.5 5 6 7.5 9 10.5 13 15 0 0 0 0 0 0 0 0
Fsp Flow Switch Potter VSR Fitting generates a Fixed Loss Based on Flow
S NFPA 13 Swing Check 0 0 5 7 9 11 14 16 19 22 27 32 45 55 65
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.
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Pressure / Flow Summary - STANDARD
Central Fire Protection Page 4
Casa Colorado Date 10-06-12
Node Elevation K-Fact Pt Pn Flow Density Area Press
No. Actual Actual Req.
S001 19.29 4.1 27.24 na 21.4 0.0535 400 23.8
S3 19.17 K=K@ EQ01 24.1 na 21.4
L3 19.71 24.89 na
S4 19.71 K=K@ EQ01 24.53 na 21.59
L4 19.04 27.17 na
L5 19.04 32.43 na
L6 8.21 42.12 na
L9 8.21 49.03 na
TOR 8.21 51.56 na
PMPO 1.0 62.85 na
PMPI 1.0 37.79 na
BFO 2.0 40.11 na
BFI 2.0 49.52 na
BOR 1.0 58.19 na
TEST -5.0 89.99 na
The maximum velocity is 17.74 and it occurs in the pipe between nodes BOR and TEST
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Final Calculations - Hazen-Williams
Central Fire Protection Page 5
Casa Colorado Date 10-06-12
Hyd. Qa Dia. Fitting Pipe Pt Pt
Ref. "C" or Ftng's Pe Pv ******* Notes ******
Point Qt Pf/Ft Eqv. Ln. Total Pf Pn
*SPRINKLER EQUIV K-FACTORS
S001 21.40 1.101 1 Cpe 7.0 0.420 27.243 K Factor=4.10
to 150.0 0.0 7.000 -3.718
EQ01 21.4 0.0771 0.0 7.420 0.572 Vel = 7.21
0.0
21.40 24.097 K Factor= 4.36
*2ND FLOOR PIPING
S3 21.40 1.101 1 Cpt 5.0 8.333 24.097 K Factor @ node EQ01
to 150.0 0.0 5.000 -0.234
L3 21.4 0.0772 0.0 13.333 1.029 Vel = 7.21
L3 0.0 1.101 2Cpe 14.0 11.833 24.892
to 150.0 0.0 14.000 0.290
L4 21.4 0.0771 0.0 25.833 1.992 Vel = 7.21
0.0
21.40 27.174 K Factor= 4.11
S4 21.59 1.101 2Cpe 14.0 11.000 24.532 K Factor @ node EQ01
to 150.0 1 Cpt 5.0 19.000 0.290
L4 21.59 0.0784 0.0 30.000 2.352 Vel = 7.28
L4 21.40 1.101 1 Cpe 7.0 6.750 27.174
to 150.0 1 Cpt 5.0 12.000 0.0
L5 42.99 0.2803 0.0 18.750 5.256 Vel = 14.49
0.0
42.99 32.430 K Factor= 7.55
*VERTICAL RISER FROM 1 ST TO 2ND
L5 42.99 1.101 1 Cpe 7.0 10.830 32.430
to 150.0 0.0 7.000 4.690
L6 42.99 0.2803 0.0 17.830 4.998 Vel = 14.49
0.0
42.99 42.118 K Factor= 6.62
"FIRST FLOOR PIPING
L6 42.99 1.101 1 Cpe 7.0 7.670 42.118
to 150.0 2Cpt 10.0 17.000 0.0
L9 42.99 0.2803 0.0 24.670 6.915 Vel = 14.49
L9 0.0 1.101 1 Cpe 7.0 2.000 49.033
to 150.0 0.0 7.000 0.0
TOR 42.99 0.2803 0.0 9.000 2.523 Vel = 14.49
TOR 0.0 1.055 1 Fsp 0.0 7.210 51.556
to 150.0 1 S 7.768 7.768 6.123 * Fixed loss = 3
PMPO 42.99 0.3450 0.0 14.978 5.168 Vel = 15.78
0.0
42.99 62.847 K Factor= 5.42
System Demand Pressure 62.847
Safety Margin 22.450
Continuation Pressure 85.297
Pressure @ Pump Outlet 85.297
Pressure From Pump Curve -47.510
Pressure @ Pump Inlet 37.787
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Final Calculations - Hazen-Williams
Central Fire Protection Page 6
Casa Colorado Date 10-06-12
Hyd. Qa Dia. Fitting Pipe Pt Pt
Ref. "C" or Ftng's Pe Pv ******* Notes ******
Point Qt Pf/Ft Eqv. Ln. Total Pf Pn
PMPI 0.0 1.055 2Cue 4.0 4.000 37.787
to 150.0 0.0 4.000 -0.433
BFO 42.99 0.3451 0.0 8.000 2.761 Vel = 15.78
BFO 0.0 1.055 0.0 1.170 40.115
to 150.0 0.0 0.0 9.000 * Fixed loss = 9
BFI 42.99 0.3444 0.0 1.170 0.403 Vel = 15.78
BFI 0.0 1.055 1 Cue 2.0 1.000 49.518
to 150.0 1 Bv 3.496 5.496 6.433 * Fixed loss = 6
BOR 42.99 0.3451 0.0 6.496 2.242 Vel = 15.78
BOR 0.0 0.995 2Cue 4.0 55.000 58.193
to 150.0 1 Cut 2.0 8.628 2.599
TEST 42.99 0.4589 1 Bv 2.628 63.628 29.200 Vel = 17.74
0.0
42.99 89.992 K Factor= 4.53
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
_ _ _ Fire Prakeckian �y Compuker Design
Central Fire Protection
10775 E. 51 st Ave.
Denver, Colorado 80239
(303) 576-8157
Job Name : Casa Colorado
Building : 1042 Eagles Nest Circle Vail, Colorado
Location : First Floor Garage 107
System : Calc#3
Contract : 290712
Data File : Casa Colorado First Floor Garage 107 Calc#3.WX1
�
I attest to the accuracy and
MarvinHeath,SET integrity of this document
Central Fire Protection Contractors,Inc.
NICET Level IV#079201
Fire Protection Engineering Technology/ �0 1 2.� 0.09 11 .O�.O� —O�'oo'
Water-Based Systems Layout
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Central Fire Protection Page 1
Casa Colorado Date 10-06-12
HYDRAULIC DESIGN INFORMATION SHEET
Name - Casa Colorado Date - 10-06-2012
Location - First Floor Garage 107
Building - 1042 Eagles Nest Circle Vail, Colorado System No. - Calc #3
Contractor - Central Fire Protection Contractors Inc Contract No. - 290712
Calculated By - Stephanie Pelster Drawing No. - FP1
Construction: (X) Combustible ( ) Non-Combustible Ceiling Height 9'
OCCUPANCY - NFPA 13D 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 - 25 Gpm System Type
Listed Pres. at Start Point - 32 .3 Psi (X) Wet ( ) Dry
D MAXIMUM LISTED SPACING 16 x 20 O Deluge O PreAction
E Domestic Flow Added - N/A Gpm Sprinkler or Nozzle
S Additional Flow Added - N/A Gpm Make TYCO Model LFII DRY
I Elevation at Highest Outlet - Feet Size 1/2" K-Factor 4 .4
G Note: Temperature Rating 155
N
Calculation Gpm Required 50.387 Psi Required 77 . 937 At Pump Outlet
Summary C-Factor Used: Overhead 150 Underground 150
W Water Flow Test: Pump Data: Tank or Reservoir:
A Date of Test - 10-01-2012 Rated Cap. 50 Cap.
T Time of Test - 10:00 AM @ Psi 41 . 6 Elev.
E Static (Psi) - 100 Elev. 1'
R Residual (Psi) - 95 Other Well
Flow (Gpm) - 1318 Proof Flow Gpm
S Elevation - 2 '
P Location: 1042 Eagles Nest Circle vail, Colorado 81657
P
L Source of Information: Test conducted by Central Fire Protection Contractors
Y and witnessed by Vail Fire & Upper Eagle Valley Fire
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Water Supply Curve (C)
Central Fire Protection Page 2
Casa Colorado Date 10-06-12
City Water Supply: Pump Data: Demand:
C1 - Static Pressure : 90 P1 - Pump Churn Pressure : 67.5 D1 - Elevation : 5.721
C2 - Residual Pressure: 85.5 P2 - Pump Rated Pressure : 61 D2 - System Flow : 50.387
C2 - Residual Flow : 1318 P2 - Pump Rated Flow : 20 D2 - System Pressure : 55.174
P3 - Pump Pressure @ Max Flow : 41.6 Hose ( Demand ) �
City Water Adjusted to Pump Inlet P3 - Pump Max Flow : 50 D3 - System Demand : 50.387
for Pf- Elev- Hose Flow City Residual Flow @ 0 = 6655.41 Safety Margin : 12.052
A1 -Adjusted Static: 72.401 City Residual Flow @ 20 = 5810.02
A2 -Adj Resid : 64 @ 20 City Water @ 150% of Pump = 89.99
A3 -Adj Resid : 26.632 @ 50
180
168
156
P 144
R 132
E 120
S 108
S 96 C2
� 84
R 72 A 2
E 60
48
36 A3
24
12
200 400 600 800 1000 1200 1400 1600 1800
FLOW ( N " 1.85 )
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Fittings Used Summary
Central Fire Protection Page 3
Casa Colorado Date 10-06-12
Fitting Legend
Abbrev. Name Yz '/4 1 1'/< 1'/z 2 2Yz 3 3'/z 4 5 6 8 10 12 14 16 18 20 24
Bv B Ball Milw BB-SC100 2.25 2 2.5 2.25 10
Cpe" CPVC 90'EII Harvel-Spears 7 7 8 9 11 12 13 0 0 0 0 0 0 0 0 0 0 0 0
Cpt` CPVC Tee-Branch 3 3 5 6 8 10 12 15 0 0 0 0 0 0 0 0 0 0 0 0
Cue" Copper 90'EII 1 1 2 2 2.5 3.5 4 5 6 7 9 10 0 0 0 0 0 0 0 0
Cut` Copper Tee-Branch 1.5 2 2 3 3.5 5 6 7.5 9 10.5 13 15 0 0 0 0 0 0 0 0
Fsp Flow Switch Potter VSR Fitting generates a Fixed Loss Based on Flow
S NFPA 13 Swing Check 0 0 5 7 9 11 14 16 19 22 27 32 45 55 65
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.
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Pressure / Flow Summary - STANDARD
Central Fire Protection Page 4
Casa Colorado Date 10-06-12
Node Elevation K-Fact Pt Pn Flow Density Area Press
No. Actual Actual Req.
S1 8.21 4.4 32.3 na 25.01 0.078 320 32.3
L7 8.21 32.89 na
S2 8.21 4.4 33.27 na 25.38 0.078 320 32.3
L8 8.21 33.88 na
L9 8.21 38.74 na
TOR 8.21 42.12 na
PMPO 1.0 55.17 na
PMPI 1.0 25.97 na
BFO 2.0 29.24 na
BFI 2.0 38.78 na
BOR 1.0 48.22 na
TEST -5.0 89.99 na
The maximum velocity is 20.79 and it occurs in the pipe between nodes BOR and TEST
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Final Calculations - Hazen-Williams
Central Fire Protection Page 5
Casa Colorado Date 10-06-12
Hyd. Qa Dia. Fitting Pipe Pt Pt
Ref. "C" or Ftng's Pe Pv ******* Notes ******
Point Qt Pf/Ft Eqv. Ln. Total Pf Pn
*FIRST FLOOR PIPING
S1 25.01 1.101 1 Cpt 5.0 0.708 32.300 K Factor=4.40
to 150.0 0.0 5.000 0.0
L7 25.01 0.1028 0.0 5.708 0.587 Vel = 8.43
L7 0.0 1.101 0.0 9.625 32.887
to 150.0 0.0 0.0 0.0
L8 25.01 0.1029 0.0 9.625 0.990 Vel = 8.43
0.0
25.01 33.877 K Factor= 4.30
S2 25.38 1.101 1 Cpt 5.0 0.708 33.274 K Factor=4.40
to 150.0 0.0 5.000 0.0
L8 25.38 0.1056 0.0 5.708 0.603 Vel = 8.55
L8 25.01 1.101 1 Cpt 5.0 7.920 33.877
to 150.0 0.0 5.000 0.0
L9 50.39 0.3760 0.0 12.920 4.858 Vel = 16.98
L9 0.0 1.101 1 Cpe 7.0 2.000 38.735
to 150.0 0.0 7.000 0.0
TOR 50.39 0.3759 0.0 9.000 3.383 Vel = 16.98
TOR 0.0 1.055 1 Fsp 0.0 7.210 42.118
to 150.0 1 S 7.768 7.768 6.123 * Fixed loss = 3
PMPO 50.39 0.4629 0.0 14.978 6.933 Vel = 18.49
0.0
50.39 55.174 K Factor= 6.78
System Demand Pressure 55.174
Safety Margin 12.052
Continuation Pressure 67.226
Pressure @ Pump Outlet 67.226
Pressure From Pump Curve -41.252
Pressure @ Pump Inlet 25.974
PMPI 0.0 1.055 2Cue 4.0 4.000 25.974
to 150.0 0.0 4.000 -0.433
BFO 50.39 0.4629 0.0 8.000 3.703 Vel = 18.49
BFO 0.0 1.055 0.0 1.170 29.244
to 150.0 0.0 0.0 9.000 * Fixed loss = 9
BFI 50.39 0.4624 0.0 1.170 0.541 Vel = 18.49
BFI 0.0 1.055 1 Cue 2.0 1.000 38.785
to 150.0 1 Bv 3.496 5.496 6.433 * Fixed loss = 6
BOR 50.39 0.4629 0.0 6.496 3.007 Vel = 18.49
BOR 0.0 0.995 2Cue 4.0 55.000 48.225
to 150.0 1 Cut 2.0 8.628 2.599
TEST 50.39 0.6155 1 Bv 2.628 63.628 39.165 Vel = 20.79
0.0
50.39 89.989 K Factor= 5.31
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087