HomeMy WebLinkAbout103434 Avalon by the Beach_CALCULATIONSWayne Automatic Fire Sprinkler
Fire Sprinklers, Inc.
1500 S. Powerline Rd Unit A
Deerfield Beach, Florida 33442
954-917-3030
Job Name : Avalon Lot #7
Sheet Number : FP-3
Location : 132 Ocean Estates Drive_Lot #7 Fort Pierce, Florida 34
Design Area : AREA #1
Contract : #103434
Data File : Area #1.WXF
Computer Programs by Hydratec Inc. Revision: 50.52.1
Wayne Automatic Fire Sprinkler Page 1
Avalon Lot #7 Date 5/11/2021
HYDRAULIC CALCULATIONS
for
Project name:Avalon By The Beach
Location:132 Ocean Estates Drive_Lot #7 Fort Pierce, Florida 34
Drawing no:FP-3
Date:5/11/2021
Design
Remote area number:AREA #1
Remote area location:Loft
Occupancy classification:R-3
Density:.05 - Gpm/SqFt
Area of application:2 Head Desig - SqFt
Coverage per sprinkler:256 - SqFt
Type of sprinklers calculated:Reliable (R3516) Semi-Recessed White Pendent
No. of sprinklers calculated:2
In-rack demand:N/A - GPM
Hose streams: - GPM
Total water required (including hose streams):26.0 - GPM @ 54.9 - Psi
Type of system:Wet (NFPA 13D)
Volume of dry or preaction system:N/A - Gal
Water supply information
Date:4/30/2021
Location:Ocean Estates Drive & A1A Blvd
Source:St. Lucie County Utlities
Name of contractor:Wayne Automatic Fire Sprinklers, Inc.
Address:1500 S. Powerline Rd_Unit A Deerfield Beach, Florida 33442
Phone number:954-917-3030
Name of designer:Michael Crawford
Authority having jurisdiction:St. Lucie County
Notes: (Include peaking information or gridded systems here.)
Computer Programs by Hydratec Inc. Revision: 50.52.1
Wayne Automatic Fire SprinklerPage 2 Avalon Lot #7Date 5/11/2021 10203040E50R60U70S80S90E100R110P120130140150100 200 300 400 500 600 700 800 900FLOW ( N ^ 1.85 )City Water Supply:Demand:C1C2C1 - Static Pressure : 63 C2 - Residual Pressure: 30 C2 - Residual Flow : 900 D1 - Elevation : 8.445 D2 - System Flow : 26.036 D2 - System Pressure : 54.936 Hose ( Demand ) : _______D3 - System Demand : 26.036 Safety Margin : 8.017 D1D2Water Supply Curve CComputer Programs by Hydratec Inc. Revision: 50.52.1
Wayne Automatic Fire SprinklerPage 3 Avalon Lot #7Date 5/11/2021 Fitting Legend Abbrev.Name ½¾11¼1½22½33½456810121416182024 E NFPA 13 90' Standard Elbow 2 2 2 3 4 5 6 7 8 10 12 14 18 22 27 35 40 45 50 61 G NFPA 13 Gate Valve 00000111122345678101113 T NFPA 13 Tee Branch 3 4 5 6 8 10 12 15 17 20 25 30 35 50 60 71 81 91 101 121 U *CPVC 90' Elbow Tyco 0456791213000000000000 V *CPVC Tee Branch Tyco 03568101215000000000000 Zig Wilkins 375DA Fitting generates a Fixed Loss Based on Flow Zik Wilkins 950XL 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: 50.52.1
Wayne Automatic Fire Sprinkler Page 4
Avalon Lot #7 Date 5/11/2021
SUPPLY ANALYSIS
Node at Static Residual Available
Source Pressure Pressure Flow Pressure Total Demand Required Pressure
TEST 63.0 30 900.0 62.953 26.04 54.936
NODE ANALYSIS
Pressure Discharge
Node Tag Elevation Node Type at Node at Node Notes
S1 22.0 4.9 7.0 12.96
S2 22.0 4.9 7.12 13.07
1 23.0 7.04
2 23.0 7.07
100 23.0 8.17
101 23.0 10.19
102 23.0 11.87
103 23.0 13.66
200 11.0 20.85
201 11.0 21.53
202 11.0 22.33
TR 11.0 23.78
BR -2.5 37.81
UG1 -2.5 39.06
BF1 3.0 36.76
BF2 -2.5 50.78
UG2 -2.5 50.87
M1 -2.5 56.98
TEE -2.5 57.09
TEST 2.5 54.94
Flow Summary - NFPA 2007
Computer Programs by Hydratec Inc. Revision: 50.52.1
Wayne Automatic Fire Sprinkler Page 5
Avalon Lot #7 Date 5/11/2021
Hyd. Qa Dia. Fitting Pipe Pt Pt
Ref. "C" or Ftngs Pe Pv ******* Notes ******
Point Qt Pf/Ft Eqiv Len Total Pf Pn
S1 12.96 0.874 U 4.0 1.000 7.000 K Factor = 4.90
to 150.0 0.0 4.000 -0.433
1 12.96 0.0940 0.0 5.000 0.470 Vel = 6.93
0.0
12.96 7.037 K Factor = 4.89
S2 13.07 0.874 V 3.0 1.000 7.117 K Factor = 4.90
to 150.0 0.0 3.000 -0.433
2 13.07 0.0955 0.0 4.000 0.382 Vel = 6.99
0.0
13.07 7.066 K Factor = 4.92
1 11.08 0.874 3U 12.0 53.750 7.037
to 150.0 V 3.0 15.000 0.0
102 11.08 0.0703 0.0 68.750 4.830 Vel = 5.93
0.0
11.08 11.867 K Factor = 3.22
1 1.88 0.874 0.0 11.000 7.037
to 150.0 0.0 0.0 0.0
2 1.88 0.0026 0.0 11.000 0.029 Vel = 1.01
2 13.07 0.874 V 3.0 6.000 7.066
to 150.0 0.0 3.000 0.0
100 14.95 0.1223 0.0 9.000 1.101 Vel = 7.99
100 0.0 0.874 U 4.0 12.500 8.167
to 150.0 0.0 4.000 0.0
101 14.95 0.1223 0.0 16.500 2.018 Vel = 7.99
101 0.0 0.874 V 3.0 10.750 10.185
to 150.0 0.0 3.000 0.0
102 14.95 0.1223 0.0 13.750 1.682 Vel = 7.99
102 11.09 0.874 U 4.0 1.250 11.867
to 150.0 0.0 4.000 0.0
103 26.04 0.3413 0.0 5.250 1.792 Vel = 13.93
103 0.0 1.101 U 5.0 13.000 13.659
to 150.0 0.0 5.000 5.197
200 26.04 0.1108 0.0 18.000 1.995 Vel = 8.78
200 0.0 1.101 V 5.0 1.083 20.851
to 150.0 0.0 5.000 0.0
201 26.04 0.1108 0.0 6.083 0.674 Vel = 8.78
201 0.0 1.101 V 5.0 2.250 21.525
to 150.0 0.0 5.000 0.0
202 26.04 0.1109 0.0 7.250 0.804 Vel = 8.78
202 0.0 1.101 U 5.0 8.083 22.329
to 150.0 0.0 5.000 0.0
TR 26.04 0.1108 0.0 13.083 1.450 Vel = 8.78
TR 0.0 1.101 Zik 0.0 10.000 23.779
to 150.0 2U 10.0 10.000 11.818 * * Fixed Loss = 5.971
BR 26.04 0.1108 0.0 20.000 2.217 Vel = 8.78
BR 0.0 1.598 3U 21.0 40.000 37.814
to 150.0 V 8.0 29.000 0.0
UG1 26.04 0.0181 0.0 69.000 1.246 Vel = 4.17
Final Calculations - Hazen-Williams - 2007
Computer Programs by Hydratec Inc. Revision: 50.52.1
Wayne Automatic Fire Sprinkler Page 6
Avalon Lot #7 Date 5/11/2021
Hyd. Qa Dia. Fitting Pipe Pt Pt
Ref. "C" or Ftngs Pe Pv ******* Notes ******
Point Qt Pf/Ft Eqiv Len Total Pf Pn
UG1 0.0 2.067 E 5.0 6.000 39.060
to 120.0 0.0 5.000 -2.382
BF1 26.04 0.0078 0.0 11.000 0.086 Vel = 2.49
BF1 0.0 2.067 E 5.0 6.000 36.764
to 120.0 Zig 0.0 5.000 13.930 * * Fixed Loss = 11.548
BF2 26.04 0.0078 0.0 11.000 0.086 Vel = 2.49
BF2 0.0 2.067 E 5.0 6.000 50.780
to 120.0 0.0 5.000 0.0
UG2 26.04 0.0077 0.0 11.000 0.085 Vel = 2.49
UG2 0.0 2.047 G 1.441 5.000 50.865
to 150.0 T 14.412 15.853 6.000 * * Fixed Loss = 6
M1 26.04 0.0054 0.0 20.853 0.113 Vel = 2.54
M1 0.0 2.047 G 1.441 10.000 56.978
to 150.0 V 10.0 11.441 0.0
TEE 26.04 0.0054 0.0 21.441 0.116 Vel = 2.54
TEE 0.0 6.34 2E 46.217 200.000 57.094
to 140.0 T 49.518 100.687 -2.166
TEST 26.04 0.0 G 4.952 300.687 0.008 Vel = 0.26
0.0
26.04 54.936 K Factor = 3.51
Final Calculations : Hazen-Williams
Computer Programs by Hydratec Inc. Revision: 50.52.1
Wayne Automatic Fire Sprinkler
Fire Sprinklers, Inc.
1500 S. Powerline Rd Unit A
Deerfield Beach, Florida 33442
954-917-3030
Job Name : Avalon Lot #7
Sheet Number : FP-3
Location : 132 Ocean Estates Drive_Lot #7 Fort Pierce, Florida 34
Design Area : AREA #2
Contract : #103434
Data File : Area #2.WXF
Computer Programs by Hydratec Inc. Revision: 50.52.1
Wayne Automatic Fire Sprinkler Page 1
Avalon Lot #7 Date 5/11/2021
HYDRAULIC CALCULATIONS
for
Project name:Avalon By The Beach
Location:132 Ocean Estates Drive_Lot #7 Fort Pierce, Florida 34
Drawing no:FP-3
Date:5/11/2021
Design
Remote area number:AREA #2
Remote area location:Bedroom #2
Occupancy classification:R-3
Density:.05 - Gpm/SqFt
Area of application:1 Head Desig - SqFt
Coverage per sprinkler:400 - SqFt
Type of sprinklers calculated:Reliable (R3516) Semi-Recessed White Pendent
No. of sprinklers calculated:1
In-rack demand:N/A - GPM
Hose streams: - GPM
Total water required (including hose streams):20.0 - GPM @ 56.9 - Psi
Type of system:Wet (NFPA 13D)
Volume of dry or preaction system:N/A - Gal
Water supply information
Date:4/30/2021
Location:Ocean Estates Drive & A1A Blvd
Source:St. Lucie County Utlities
Name of contractor:Wayne Automatic Fire Sprinklers, Inc.
Address:1500 S. Powerline Rd_Unit A Deerfield Beach, Florida 33442
Phone number:954-917-3030
Name of designer:Michael Crawford
Authority having jurisdiction:St. Lucie County
Notes: (Include peaking information or gridded systems here.)
Computer Programs by Hydratec Inc. Revision: 50.52.1
Wayne Automatic Fire SprinklerPage 2 Avalon Lot #7Date 5/11/2021 10203040E50R60U70S80S90E100R110P120130140150100 200 300 400 500 600 700 800 900FLOW ( N ^ 1.85 )City Water Supply:Demand:C1C2C1 - Static Pressure : 63 C2 - Residual Pressure: 30 C2 - Residual Flow : 900 D1 - Elevation : 8.445 D2 - System Flow : 20.024 D2 - System Pressure : 56.860 Hose ( Demand ) : _______D3 - System Demand : 20.024 Safety Margin : 6.111 D1D2Water Supply Curve CComputer Programs by Hydratec Inc. Revision: 50.52.1
Wayne Automatic Fire SprinklerPage 3 Avalon Lot #7Date 5/11/2021 Fitting Legend Abbrev.Name ½¾11¼1½22½33½456810121416182024 E NFPA 13 90' Standard Elbow 2 2 2 3 4 5 6 7 8 10 12 14 18 22 27 35 40 45 50 61 G NFPA 13 Gate Valve 00000111122345678101113 T NFPA 13 Tee Branch 3 4 5 6 8 10 12 15 17 20 25 30 35 50 60 71 81 91 101 121 U *CPVC 90' Elbow Tyco 0456791213000000000000 V *CPVC Tee Branch Tyco 03568101215000000000000 Zig Wilkins 375DA Fitting generates a Fixed Loss Based on Flow Zik Wilkins 950XL 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: 50.52.1
Wayne Automatic Fire Sprinkler Page 4
Avalon Lot #7 Date 5/11/2021
SUPPLY ANALYSIS
Node at Static Residual Available
Source Pressure Pressure Flow Pressure Total Demand Required Pressure
TEST 63.0 30 900.0 62.971 20.02 56.86
NODE ANALYSIS
Pressure Discharge
Node Tag Elevation Node Type at Node at Node Notes
S3 22.0 4.9 16.7 20.02
3 23.0 17.32
1 23.0 18.04
2 23.0 18.17
100 23.0 18.28
101 23.0 18.49
102 23.0 18.66
103 23.0 19.76
200 11.0 26.18
201 11.0 26.6
202 11.0 27.09
TR 11.0 27.98
BR -2.5 41.0
UG1 -2.5 41.76
BF1 3.0 39.43
BF2 -2.5 52.83
UG2 -2.5 52.88
M1 -2.5 58.95
TEE -2.5 59.02
TEST 2.5 56.86
Flow Summary - NFPA 2007
Computer Programs by Hydratec Inc. Revision: 50.52.1
Wayne Automatic Fire Sprinkler Page 5
Avalon Lot #7 Date 5/11/2021
Hyd. Qa Dia. Fitting Pipe Pt Pt
Ref. "C" or Ftngs Pe Pv ******* Notes ******
Point Qt Pf/Ft Eqiv Len Total Pf Pn
S3 20.02 0.874 U 4.0 1.000 16.700 K Factor = 4.90
to 150.0 0.0 4.000 -0.433
3 20.02 0.2100 0.0 5.000 1.050 Vel = 10.71
0.0
20.02 17.317 K Factor = 4.81
3 4.32 0.874 3U 12.0 46.750 17.317
to 150.0 0.0 12.000 0.0
1 4.32 0.0123 0.0 58.750 0.721 Vel = 2.31
1 0.0 0.874 0.0 11.000 18.038
to 150.0 0.0 0.0 0.0
2 4.32 0.0124 0.0 11.000 0.136 Vel = 2.31
2 0.0 0.874 V 3.0 6.000 18.174
to 150.0 0.0 3.000 0.0
100 4.32 0.0122 0.0 9.000 0.110 Vel = 2.31
100 0.0 0.874 U 4.0 12.500 18.284
to 150.0 0.0 4.000 0.0
101 4.32 0.0123 0.0 16.500 0.203 Vel = 2.31
101 0.0 0.874 V 3.0 10.750 18.487
to 150.0 0.0 3.000 0.0
102 4.32 0.0123 0.0 13.750 0.169 Vel = 2.31
0.0
4.32 18.656 K Factor = 1.00
3 15.71 0.874 V 3.0 7.000 17.317
to 150.0 0.0 3.000 0.0
102 15.71 0.1339 0.0 10.000 1.339 Vel = 8.40
102 4.31 0.874 U 4.0 1.250 18.656
to 150.0 0.0 4.000 0.0
103 20.02 0.2099 0.0 5.250 1.102 Vel = 10.71
103 0.0 1.101 U 5.0 13.000 19.758
to 150.0 0.0 5.000 5.197
200 20.02 0.0682 0.0 18.000 1.228 Vel = 6.75
200 0.0 1.101 V 5.0 1.083 26.183
to 150.0 0.0 5.000 0.0
201 20.02 0.0682 0.0 6.083 0.415 Vel = 6.75
201 0.0 1.101 V 5.0 2.250 26.598
to 150.0 0.0 5.000 0.0
202 20.02 0.0681 0.0 7.250 0.494 Vel = 6.75
202 0.0 1.101 U 5.0 8.083 27.092
to 150.0 0.0 5.000 0.0
TR 20.02 0.0682 0.0 13.083 0.892 Vel = 6.75
TR 0.0 1.101 Zik 0.0 10.000 27.984
to 150.0 2U 10.0 10.000 11.647 * * Fixed Loss = 5.8
BR 20.02 0.0682 0.0 20.000 1.364 Vel = 6.75
BR 0.0 1.598 3U 21.0 40.000 40.995
to 150.0 V 8.0 29.000 0.0
UG1 20.02 0.0111 0.0 69.000 0.767 Vel = 3.20
UG1 0.0 2.067 E 5.0 6.000 41.762
to 120.0 0.0 5.000 -2.382
BF1 20.02 0.0047 0.0 11.000 0.052 Vel = 1.91
Final Calculations - Hazen-Williams - 2007
Computer Programs by Hydratec Inc. Revision: 50.52.1
Wayne Automatic Fire Sprinkler Page 6
Avalon Lot #7 Date 5/11/2021
Hyd. Qa Dia. Fitting Pipe Pt Pt
Ref. "C" or Ftngs Pe Pv ******* Notes ******
Point Qt Pf/Ft Eqiv Len Total Pf Pn
BF1 0.0 2.067 E 5.0 6.000 39.432
to 120.0 Zig 0.0 5.000 13.342 * * Fixed Loss = 10.96
BF2 20.02 0.0048 0.0 11.000 0.053 Vel = 1.91
BF2 0.0 2.067 E 5.0 6.000 52.827
to 120.0 0.0 5.000 0.0
UG2 20.02 0.0048 0.0 11.000 0.053 Vel = 1.91
UG2 0.0 2.047 G 1.441 5.000 52.880
to 150.0 T 14.412 15.853 6.000 * * Fixed Loss = 6
M1 20.02 0.0033 0.0 20.853 0.069 Vel = 1.95
M1 0.0 2.047 G 1.441 10.000 58.949
to 150.0 V 10.0 11.441 0.0
TEE 20.02 0.0034 0.0 21.441 0.072 Vel = 1.95
TEE 0.0 6.34 2E 46.217 200.000 59.021
to 140.0 T 49.518 100.687 -2.166
TEST 20.02 0.0 G 4.952 300.687 0.005 Vel = 0.20
0.0
20.02 56.860 K Factor = 2.65
Final Calculations : Hazen-Williams
Computer Programs by Hydratec Inc. Revision: 50.52.1
Wayne Automatic Fire Sprinkler
Fire Sprinklers, Inc.
1500 S. Powerline Rd Unit A
Deerfield Beach, Florida 33442
954-917-3030
Job Name : Avalon Lot #7
Sheet Number : FP-3
Location : 132 Ocean Estates Drive_Lot #7 Fort Pierce, Florida 34
Design Area : AREA #3
Contract : #103434
Data File : Area #3.WXF
Computer Programs by Hydratec Inc. Revision: 50.52.1
Wayne Automatic Fire Sprinkler Page 1
Avalon Lot #7 Date 5/11/2021
HYDRAULIC CALCULATIONS
for
Project name:Avalon By The Beach
Location:132 Ocean Estates Drive_Lot #7 Fort Pierce, Florida 34
Drawing no:FP-3
Date:5/11/2021
Design
Remote area number:AREA #3
Remote area location:Outdoor Living
Occupancy classification:R-3
Density:.05 - Gpm/SqFt
Area of application:1 Head Desig - SqFt
Coverage per sprinkler:400 - SqFt
Type of sprinklers calculated:Reliable (R3516) Semi-Recessed White Pendent
No. of sprinklers calculated:1
In-rack demand:N/A - GPM
Hose streams: - GPM
Total water required (including hose streams):20.0 - GPM @ 57.6 - Psi
Type of system:Wet (NFPA 13D)
Volume of dry or preaction system:N/A - Gal
Water supply information
Date:4/30/2021
Location:Ocean Estates Drive & A1A Blvd
Source:St. Lucie County Utlities
Name of contractor:Wayne Automatic Fire Sprinklers, Inc.
Address:1500 S. Powerline Rd_Unit A Deerfield Beach, Florida 33442
Phone number:954-917-3030
Name of designer:Michael Crawford
Authority having jurisdiction:St. Lucie County
Notes: (Include peaking information or gridded systems here.)
Computer Programs by Hydratec Inc. Revision: 50.52.1
Wayne Automatic Fire SprinklerPage 2 Avalon Lot #7Date 5/11/2021 10203040E50R60U70S80S90E100R110P120130140150100 200 300 400 500 600 700 800 900FLOW ( N ^ 1.85 )City Water Supply:Demand:C1C2C1 - Static Pressure : 63 C2 - Residual Pressure: 30 C2 - Residual Flow : 900 D1 - Elevation : 3.248 D2 - System Flow : 20.024 D2 - System Pressure : 57.568 Hose ( Demand ) : _______D3 - System Demand : 20.024 Safety Margin : 5.403 D1D2Water Supply Curve CComputer Programs by Hydratec Inc. Revision: 50.52.1
Wayne Automatic Fire SprinklerPage 3 Avalon Lot #7Date 5/11/2021 Fitting Legend Abbrev.Name ½¾11¼1½22½33½456810121416182024 E NFPA 13 90' Standard Elbow 2 2 2 3 4 5 6 7 8 10 12 14 18 22 27 35 40 45 50 61 G NFPA 13 Gate Valve 00000111122345678101113 T NFPA 13 Tee Branch 3 4 5 6 8 10 12 15 17 20 25 30 35 50 60 71 81 91 101 121 U *CPVC 90' Elbow Tyco 0456791213000000000000 V *CPVC Tee Branch Tyco 03568101215000000000000 Zig Wilkins 375DA Fitting generates a Fixed Loss Based on Flow Zik Wilkins 950XL 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: 50.52.1
Wayne Automatic Fire Sprinkler Page 4
Avalon Lot #7 Date 5/11/2021
SUPPLY ANALYSIS
Node at Static Residual Available
Source Pressure Pressure Flow Pressure Total Demand Required Pressure
TEST 63.0 30 900.0 62.971 20.02 57.568
NODE ANALYSIS
Pressure Discharge
Node Tag Elevation Node Type at Node at Node Notes
S4 10.0 4.9 16.7 20.02
4 11.0 17.32
203 11.0 23.26
201 11.0 27.31
202 11.0 27.8
TR 11.0 28.69
BR -2.5 41.7
UG1 -2.5 42.47
BF1 3.0 40.14
BF2 -2.5 53.54
UG2 -2.5 53.59
M1 -2.5 59.66
TEE -2.5 59.73
TEST 2.5 57.57
Flow Summary - NFPA 2007
Computer Programs by Hydratec Inc. Revision: 50.52.1
Wayne Automatic Fire Sprinkler Page 5
Avalon Lot #7 Date 5/11/2021
Hyd. Qa Dia. Fitting Pipe Pt Pt
Ref. "C" or Ftngs Pe Pv ******* Notes ******
Point Qt Pf/Ft Eqiv Len Total Pf Pn
S4 20.02 0.874 U 4.0 1.000 16.700 K Factor = 4.90
to 150.0 0.0 4.000 -0.433
4 20.02 0.2100 0.0 5.000 1.050 Vel = 10.71
0.0
20.02 17.317 K Factor = 4.81
4 20.02 0.874 U 4.0 21.333 17.317
to 150.0 V 3.0 7.000 0.0
203 20.02 0.2099 0.0 28.333 5.948 Vel = 10.71
203 0.0 0.874 0.0 19.250 23.265
to 150.0 0.0 0.0 0.0
201 20.02 0.2099 0.0 19.250 4.041 Vel = 10.71
201 0.0 1.101 V 5.0 2.250 27.306
to 150.0 0.0 5.000 0.0
202 20.02 0.0681 0.0 7.250 0.494 Vel = 6.75
202 0.0 1.101 U 5.0 8.083 27.800
to 150.0 0.0 5.000 0.0
TR 20.02 0.0682 0.0 13.083 0.892 Vel = 6.75
TR 0.0 1.101 Zik 0.0 10.000 28.692
to 150.0 2U 10.0 10.000 11.647 * * Fixed Loss = 5.8
BR 20.02 0.0682 0.0 20.000 1.364 Vel = 6.75
BR 0.0 1.598 3U 21.0 40.000 41.703
to 150.0 V 8.0 29.000 0.0
UG1 20.02 0.0111 0.0 69.000 0.767 Vel = 3.20
UG1 0.0 2.067 E 5.0 6.000 42.470
to 120.0 0.0 5.000 -2.382
BF1 20.02 0.0048 0.0 11.000 0.053 Vel = 1.91
BF1 0.0 2.067 E 5.0 6.000 40.141
to 120.0 Zig 0.0 5.000 13.342 * * Fixed Loss = 10.96
BF2 20.02 0.0048 0.0 11.000 0.053 Vel = 1.91
BF2 0.0 2.067 E 5.0 6.000 53.536
to 120.0 0.0 5.000 0.0
UG2 20.02 0.0047 0.0 11.000 0.052 Vel = 1.91
UG2 0.0 2.047 G 1.441 5.000 53.588
to 150.0 T 14.412 15.853 6.000 * * Fixed Loss = 6
M1 20.02 0.0034 0.0 20.853 0.070 Vel = 1.95
M1 0.0 2.047 G 1.441 10.000 59.658
to 150.0 V 10.0 11.441 0.0
TEE 20.02 0.0033 0.0 21.441 0.071 Vel = 1.95
TEE 0.0 6.34 2E 46.217 200.000 59.729
to 140.0 T 49.518 100.687 -2.166
TEST 20.02 0.0 G 4.952 300.687 0.005 Vel = 0.20
0.0
20.02 57.568 K Factor = 2.64
Final Calculations - Hazen-Williams - 2007
Computer Programs by Hydratec Inc. Revision: 50.52.1