A06_ATTACHMENT_3_Project_Calculations_(311420).pdf
PDF 1 MB Posted
- Attached to
- INSTALL FIRE SUPPRESSION SYSTEM, ANJO Federal contract opportunity
- Solicitation number
- 140P5325R0008
About this file
The document is a set of detailed project calculations for a fire protection system installation at the Andrew Johnson National Historic Site in Greeneville, Tennessee. The calculations include hydraulic analysis for two areas: the Early Home Second Floor and the Early Home Attic, both classified as light hazard environments. The project involves installing sprinkler systems with specific flow rates, pressures, and coverage requirements, with a total of 4 sprinklers on the second floor and 6 sprinklers in the attic.
The hydraulic calculations provide comprehensive technical details including water supply analysis, pipe information, and sprinkler performance data. Each area requires different water flow rates, with the second floor needing 162.93 GPM at 43.24 psi and the attic requiring 242.06 GPM at 74.19 psi. The calculations were prepared by Hunter Simpson from the National Park Service Denver Service Center on April 26, 2023, and are part of the project with PMIS Number 311420. The analysis ensures that the fire suppression system will meet the specific water pressure and distribution requirements for protecting the historic site.
View the file
Other files for this federal contract opportunity
| File | Type | Posted |
|---|---|---|
| QUESTIONS_AND_ANSWERS_0002.pdf | ||
| Sol_140P5325R0008_Amd_0002.pdf | ||
| Sol_140P5325R0008_Amd_0001.pdf | ||
| ATTACHMENT_7_Construction_Contract_Administration.docx | DOCX document | |
| ATTACHMENT_8_-__Limitation_on_Subcontracting_Report.xlsx | XLSX spreadsheet | |
| A05_ATTACHMENT_1_Specifications_(311420).pdf | ||
| ATTACHMENT_6_Past_Performance_Questionnaire.docx | DOCX document | |
| B03_ATTACHMENT_5_Wage_Rate_Determination.pdf | ||
| ATTACHMENT_4_Contract_Price_Schedule_-_EH_(311420).xlsx | XLSX spreadsheet | |
| Sol_140P5325R0008.pdf | ||
| A06_ATTACHMENT_2_Drawings_-_Sealed_(311420).pdf |
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Text version
ANDREW JOHNSON NATIONAL HISTORICAL
SITE
GREENEVILLE, TENNESSEE
EARLY HOME
FIRE PROTECTION SYSTEM
ANJO
PMIS Number 311420
PROJECT CALCULATIONS
NATIONAL PARK SERVICE (NPS)
DENVER SERVICE CENTER (DSC)
APRIL 26, 2023
Location:
Project Name:
Drawing Name: 22187 ANJO EH F Calculation Date:4/26/2023
Hydraulic Calculations Summary for
Design
Light Hazard
1500 SF
100 SF (typical)
Early Home Second Floor
0.10 GPM/SF
Remote Area Name:
Occupancy Classification:
Density
Area of Application:
Coverage per Sprinkler:
Type of Sprinklers Calculated:
No. of Sprinklers Calculated:
at Node:
Fire Protection Wet
N/AN/A
1100.00 GPM
0.0 galType of System:
In-rack Demand:
Hose Streams:
Volume of Dry or PreAction System:
at Node:
Type Allowance at Source
Total Water Required (including Hose Streams where applicable)
43.24 psi@162.93 GPMFROM: Water Supply at Node 1:
66.01 psiSafety Margin:
Contact Name
Address:
Phone Number:
Authority Having Jurisdiction:
Name of Designer:
Automatic Peaking Results
Notes:
4/26/2023 Page 1AutoSPRINK RVT v2.2.25.0 2:09:27PMEarly Home Second Floor@ M.E.P.CAD, Inc.
Hunter Simpson
Andrew Johnson Historic Site - Fire Suppression Early Home
Hydraulic Graph
Water Supply
Node: 1
Job Name: Project Name
Remote Area Name: Early Home Second Floor Date: 4/26/2023 N 1.85
Summary Sheet
No pressure is being required from the Source/Supply to meet the demand (by a margin of this negative value).
A negative result in Required Pressure indicates that the Pump is capable of furnishing all of the pressure required by the demand reported within this calculation.
4/26/2023 Page 1AutoSPRINK RVT v2.2.25.0 2:09:28PM@ M.E.P.CAD, Inc.
(GPM) (GPM) (K) (psi)
Outflowing Devices Report Description: Light Hazard
Job Number: Project Number
Device
Actual Flow Minimum Flow K-Factor Pressure
Sprinkler 103 16.80 GPM 14.82 GPM 5.6 9.00 psi
Sprinkler 101 15.40 GPM 14.82 GPM 5.6 7.56 psi
Sprinkler 102 15.91 GPM 14.82 GPM 5.6 8.07 psi
Sprinkler 100 14.82 GPM 14.82 GPM 5.6 7.00 psi
Most Demanding Sprinkler Data
4/26/2023 Page 1AutoSPRINK RVT v2.2.25.0 2:09:28PM@ M.E.P.CAD, Inc.
Job Name: Project Name
Remote Area Name: Early Home Second Floor Date: 4/26/2023
(psi) (psi)(GPM)(psi)(GPM)(psi)
Supply Analysis
Node Name Static Residual Flow Available Total Demand Required Pressure
80.00 psi1 43.24 psi162.93 GPM1200.00 GPM 109.25 psi110.00 psiWater Supply
Node Analysis
Discharge at
Node
(GPM)
Pressure at
Node
(psi)
Elevation (ft)Node Number Node Type Notes
31' - 6" 16.80 GPM9.00 psi Sprinklers
31' - 6" 15.40 GPM7.56 psi Sprinklers
31' - 6" 15.91 GPM8.07 psi Sprinklers
31' - 6" 14.82 GPM7.00 psi Sprinklers
-1' - 3" 62.93 GPM43.24 psi1
4/26/2023 Page 1AutoSPRINK RVT v2.2.25.0 2:09:29PM@ M.E.P.CAD, Inc.
Date: 4/26/2023
Remote Area Name: Early Home Second Floor
Flow added this step
Pipe Information
Node 1
Node 2
Elev 1 ft
Elev 2 ft
K-Factor
Q
Total Flow
Q
Nominal ID
Actual ID
Fittings &
Devices
Equiv.
Length ft
Length ft
Fitting ft
Total ft
C Factor or
Roughness
Pf Friction
Loss Per Unit psi
Total(Pt)
Elev(Pe)
Friction(Pf)
Notes
Fitting/Device (Equivalent Length)
Fixed Pressure Losses, when applicable, are added directly to (Pf) and shown as a negative value.
Velocity
7' - 6"
32' - 2" 21' - 8"
-0.29 psi
1.62 psi
31' - 6" 14' - 2"
1"
• • • • • Route 1 • • • • •
(See
Notes)
1"
7.00 psi
14.82 GPM
0.07 psi
Sprinkler,
14.82 GPM
5.6
3E(2' - 6")
6 FPS
8' - 8"
32' - 2" 16' - 7" 4.64 psi
32' - 2" 7' - 11"
1" (See
Notes)
1"
8.33 psi
15.40 GPM
0.28 psi
Flow (q) from Route 2
30.22 GPM E(2' - 6"), T(6' - 3")
11 FPS
9' - 11"
32' - 2" 14' - 2" 1.91 psi
32' - 2" 4' - 3"
1 1/2" (See
Notes)
1 5/8"
12.97 psi
32.71 GPM
0.13 psi
Flow (q) from Route 3
62.93 GPM T(9' - 11")
10 FPS
6' - 2"
32' - 2" 6' - 7" 0.26 psi
32' - 2" 0' - 5"
2" (See
Notes)
2 1/8"
14.87 psi
0.04 psi
62.93 GPM E(6' - 2")
6 FPS
6' - 2"
21' - 3" 17' - 1"
4.72 psi
0.68 psi
32' - 2" 10' - 11"
2" (See
Notes)
2 1/8"
15.14 psi
0.04 psi
62.93 GPM E(6' - 2")
6 FPS
24' - 7"
20' - 6" 30' - 2"
0.33 psi
1.20 psi
21' - 3" 5' - 7"
2" (See
Notes)
2 1/8"
20.54 psi
0.04 psi
62.93 GPM 2E(6' - 2"), T(12' - 4")
6 FPS
6' - 2"
10' - 6" 16' - 2"
4.34 psi
0.64 psi
20' - 6" 10' - 0"
2" (See
Notes)
2 1/8"
22.08 psi
0.04 psi
62.93 GPM E(6' - 2")
6 FPS
30' - 9"
10' - 6" 48' - 10" 1.95 psi
10' - 6" 18' - 0"
2" (See
Notes)
2 1/8"
27.06 psi
0.04 psi
62.93 GPM 3E(6' - 2"), T(12' - 4")
6 FPS
13' - 6"
7' - 0" 17' - 1"
1.52 psi
0.68 psi
10' - 6" 3' - 6"
2" (See
Notes)
2 1/8"
29.01 psi
0.04 psi
62.93 GPM CV(13' - 6")
6 FPS
7' - 5"
4' - 0" 8' - 3"
1.31 psi
8.33 psi
7' - 0" 0' - 10"
2" (See
Notes)
2 1/8"
31.21 psi
0.04 psi
62.93 GPM DelV, BV(7' - 5"), BFP(-8.00
psi)
6 FPS
-1' - 3" 3' - 9"
2.25 psi
0.15 psi
4' - 0" 3' - 9"
2 1/2" (See
Notes)
2 1/2"
40.84 psi
0.02 psi
62.93 GPM 2red, S
4 FPS
4/26/2023 Page 1AutoSPRINK RVT v2.2.25.0 2:09:30PMEarly Home Second Floor@ M.E.P.CAD, Inc.
Remote Area Name: Early Home Second Floor
Flow added this step
Pipe Information
Node 1
Node 2
Elev 1 ft
Elev 2 ft
K-Factor
Q
Total Flow
Q
Nominal ID
Actual ID
Fittings &
Devices
Equiv.
Length ft
Length ft
Fitting ft
Total ft
C Factor or
Roughness
Pf Friction
Loss Per Unit psi
Total(Pt)
Elev(Pe)
Friction(Pf)
Notes
Fitting/Device (Equivalent Length)
Fixed Pressure Losses, when applicable, are added directly to (Pf) and shown as a negative value.
Velocity
100.00 GPM
Hose Allowance At Source
162.93 GPM
Route 1
43.24 psi
Total(Pt)
11' - 2"
32' - 2" 13' - 1"
-0.29 psi
1.05 psi
31' - 6" 1' - 11"
1"
• • • • • Route 2 • • • • •
(See
Notes)
1"
7.56 psi
15.40 GPM
0.08 psi
Sprinkler,
15.40 GPM
5.6
2E(2' - 6"), T(6' - 3")
6 FPS
8.33 psi Route 2Total(Pt)
11' - 2"
32' - 2" 25' - 2"
-0.29 psi
2.15 psi
31' - 6" 14' - 0"
1"
• • • • • Route 3 • • • • •
(See
Notes)
1"
8.07 psi
15.91 GPM
0.09 psi
Sprinkler,
15.91 GPM
5.6
2E(2' - 6"), T(6' - 3")
6 FPS
8' - 8"
32' - 2" 9' - 5" 3.04 psi
32' - 2" 0' - 8"
1" (See
Notes)
1"
9.93 psi
16.80 GPM
0.32 psi
Flow (q) from Route 4
32.71 GPM E(2' - 6"), T(6' - 3")
12 FPS
12.97 psi Route 3Total(Pt)
11' - 2"
32' - 2" 12' - 11"
-0.29 psi
1.22 psi
31' - 6" 1' - 9"
1"
• • • • • Route 4 • • • • •
(See
Notes)
1"
9.00 psi
16.80 GPM
0.09 psi
Sprinkler,
16.80 GPM
5.6
2E(2' - 6"), T(6' - 3")
6 FPS
9.93 psi Route 4Total(Pt)
4/26/2023 Page 2AutoSPRINK RVT v2.2.25.0 2:09:30PMEarly Home Second Floor@ M.E.P.CAD, Inc.
Remote Area Name: Early Home Second Floor
1.51
Fittings Legend
BFP Backflow Preventer BV Butterfly Valve CV Check Valve
DelV Deluge Valve E 90° Elbow red Reducer/Adapter
S Supply Spr Sprinkler T Tee Flow Turn 90°
4.87
1.33
1.16
0.713
Equivalent Pipe Lengths of Valves and Fittings (C=120 only)
Actual Inside Diameter
Schedule 40 Steel Pipe Inside Diameter = Factor
C Value Multiplier
Value Of C
Multiplying Factor
4/26/2023 Page 3AutoSPRINK RVT v2.2.25.0 2:09:30PMEarly Home Second Floor@ M.E.P.CAD, Inc.
Location:
Project Name:
Drawing Name: 22187 ANJO EH F Calculation Date:4/26/2023
Hydraulic Calculations Summary for
Design
Light Hazard
1500 SF
100 SF (typical)
Early Home Attic
0.10 GPM/SF
Remote Area Name:
Occupancy Classification:
Density
Area of Application:
Coverage per Sprinkler:
Type of Sprinklers Calculated:
No. of Sprinklers Calculated:
at Node:
Fire Protection Wet
N/AN/A
1100.00 GPM
0.0 galType of System:
In-rack Demand:
Hose Streams:
Volume of Dry or PreAction System:
at Node:
Type Allowance at Source
Total Water Required (including Hose Streams where applicable)
74.19 psi@242.06 GPMFROM: Water Supply at Node 1:
34.26 psiSafety Margin:
Contact Name
Address:
Phone Number:
Authority Having Jurisdiction:
Name of Designer:
Automatic Peaking Results
Notes:
4/26/2023 Page 1AutoSPRINK RVT v2.2.25.0 2:12:40PMEarly Home Attic@ M.E.P.CAD, Inc.
Hunter Simpson
Andrew Johnson Historic Site - Fire Suppression Early Home
Hydraulic Graph
Water Supply
Node: 1
Job Name: Project Name
Remote Area Name: Early Home Attic Date: 4/26/2023 N 1.85
Summary Sheet
No pressure is being required from the Source/Supply to meet the demand (by a margin of this negative value).
A negative result in Required Pressure indicates that the Pump is capable of furnishing all of the pressure required by the demand reported within this calculation.
4/26/2023 Page 1AutoSPRINK RVT v2.2.25.0 2:12:41PM@ M.E.P.CAD, Inc.
(GPM) (GPM) (K) (psi)
Outflowing Devices Report Description: Light Hazard
Job Number: Project Number
Device
Actual Flow Minimum Flow K-Factor Pressure
Sprinkler 104 24.48 GPM 21.17 GPM 8 9.36 psi
Sprinkler 105 27.15 GPM 21.17 GPM 8 11.51 psi
Sprinkler 101 22.33 GPM 21.17 GPM 8 7.79 psi
Sprinkler 103 24.09 GPM 21.17 GPM 8 9.07 psi
Sprinkler 100 21.17 GPM 21.17 GPM 8 7.00 psi
Sprinkler 102 22.85 GPM 21.17 GPM 8 8.16 psi
Most Demanding Sprinkler Data
4/26/2023 Page 1AutoSPRINK RVT v2.2.25.0 2:12:41PM@ M.E.P.CAD, Inc.
Remote Area Name: Early Home Attic Date: 4/26/2023
(psi) (psi)(GPM)(psi)(GPM)(psi)
Supply Analysis
Node Name Static Residual Flow Available Total Demand Required Pressure
80.00 psi1 74.19 psi242.06 GPM1200.00 GPM 108.45 psi110.00 psiWater Supply
Node Analysis
Discharge at
Node
(GPM)
Pressure at
Node
(psi)
Elevation (ft)Node Number Node Type Notes
36' - 8" 24.48 GPM9.36 psi Sprinklers
36' - 8" 27.15 GPM11.51 psi Sprinklers
36' - 8" 22.33 GPM7.79 psi Sprinklers
36' - 8" 24.09 GPM9.07 psi Sprinklers
38' - 2" 21.17 GPM7.00 psi Sprinklers
38' - 2" 22.85 GPM8.16 psi Sprinklers
-1' - 3" 142.06 GPM74.19 psi1
4/26/2023 Page 1AutoSPRINK RVT v2.2.25.0 2:12:42PM@ M.E.P.CAD, Inc.
Remote Area Name: Early Home Attic
Flow added this step
Pipe Information
Node 1
Node 2
Elev 1 ft
Elev 2 ft
K-Factor
Q
Total Flow
Q
Nominal ID
Actual ID
Fittings &
Devices
Equiv.
Length ft
Length ft
Fitting ft
Total ft
C Factor or
Roughness
Pf Friction
Loss Per Unit psi
Total(Pt)
Elev(Pe)
Friction(Pf)
Notes
Fitting/Device (Equivalent Length)
Fixed Pressure Losses, when applicable, are added directly to (Pf) and shown as a negative value.
Velocity
2' - 6"
37' - 11" 15' - 6"
0.11 psi
2.24 psi
38' - 2" 13' - 0"
1"
• • • • • Route 1 • • • • •
(See
Notes)
1"
7.00 psi
21.17 GPM
0.14 psi
Sprinkler,
21.17 GPM
E(2' - 6")
8 FPS
8' - 8"
36' - 5" 14' - 2"
0.65 psi
7.94 psi
37' - 11" 5' - 6"
1" (See
Notes)
1"
9.35 psi
22.85 GPM
0.56 psi
Flow (q) from Route 3
44.02 GPM E(2' - 6"), T(6' - 3")
16 FPS
12' - 4"
36' - 5" 16' - 0" 1.94 psi
36' - 5" 3' - 8"
1 1/2" (See
Notes)
1 5/8"
17.93 psi
46.42 GPM
0.26 psi
Flow (q) from Route 2
90.44 GPM red, T(12' - 4")
14 FPS
18' - 6"
32' - 2" 25' - 7"
1.84 psi
4.60 psi
36' - 5" 7' - 1"
2" (See
Notes)
2 1/8"
19.87 psi
51.62 GPM
0.18 psi
Flow (q) from Route 5
142.06 GPM 3E(6' - 2")
14 FPS
6' - 2"
21' - 3" 17' - 1"
4.72 psi
3.07 psi
32' - 2" 10' - 11"
2" (See
Notes)
2 1/8"
26.31 psi
0.18 psi
142.06 GPM E(6' - 2")
14 FPS
24' - 7"
20' - 6" 30' - 2"
0.33 psi
5.43 psi
21' - 3" 5' - 7"
2" (See
Notes)
2 1/8"
34.10 psi
0.18 psi
142.06 GPM 2E(6' - 2"), T(12' - 4")
14 FPS
6' - 2"
10' - 6" 16' - 2"
4.34 psi
2.91 psi
20' - 6" 10' - 0"
2" (See
Notes)
2 1/8"
39.87 psi
0.18 psi
142.06 GPM E(6' - 2")
14 FPS
30' - 9"
10' - 6" 48' - 10" 8.78 psi
10' - 6" 18' - 0"
2" (See
Notes)
2 1/8"
47.11 psi
0.18 psi
142.06 GPM 3E(6' - 2"), T(12' - 4")
14 FPS
13' - 6"
7' - 0" 17' - 1"
1.52 psi
3.07 psi
10' - 6" 3' - 6"
2" (See
Notes)
2 1/8"
55.89 psi
0.18 psi
142.06 GPM CV(13' - 6")
14 FPS
7' - 5"
4' - 0" 8' - 3"
1.31 psi
9.48 psi
7' - 0" 0' - 10"
2" (See
Notes)
2 1/8"
60.48 psi
0.18 psi
142.06 GPM DelV, BV(7' - 5"), BFP(-8.00
psi)
14 FPS
-1' - 3" 3' - 9"
2.25 psi
0.67 psi
4' - 0" 3' - 9"
2 1/2" (See
Notes)
2 1/2"
71.27 psi
0.08 psi
142.06 GPM 2red, S
10 FPS
4/26/2023 Page 1AutoSPRINK RVT v2.2.25.0 2:12:42PMEarly Home Attic@ M.E.P.CAD, Inc.
Remote Area Name: Early Home Attic
Flow added this step
Pipe Information
Node 1
Node 2
Elev 1 ft
Elev 2 ft
K-Factor
Q
Total Flow
Q
Nominal ID
Actual ID
Fittings &
Devices
Equiv.
Length ft
Length ft
Fitting ft
Total ft
C Factor or
Roughness
Pf Friction
Loss Per Unit psi
Total(Pt)
Elev(Pe)
Friction(Pf)
Notes
Fitting/Device (Equivalent Length)
Fixed Pressure Losses, when applicable, are added directly to (Pf) and shown as a negative value.
Velocity
100.00 GPM
Hose Allowance At Source
242.06 GPM
Route 1
74.19 psi
Total(Pt)
2' - 6"
36' - 5" 15' - 6"
0.11 psi
2.47 psi
36' - 8" 13' - 0"
1"
• • • • • Route 2 • • • • •
(See
Notes)
1"
7.79 psi
22.33 GPM
0.16 psi
Sprinkler,
22.33 GPM
E(2' - 6")
8 FPS
2' - 6"
36' - 5" 12' - 3" 7.55 psi
36' - 5" 9' - 9"
1" (See
Notes)
1"
10.37 psi
24.09 GPM
0.62 psi
Flow (q) from Route 4
46.42 GPM E(2' - 6"), red
17 FPS
36' - 5" 0' - 3" 0.02 psi
36' - 5" 0' - 3"
1 1/2"
1 5/8"
17.91 psi
0.08 psi
46.42 GPM
7 FPS
17.93 psi Route 2Total(Pt)
6' - 3"
37' - 11" 6' - 6"
0.11 psi
1.08 psi
38' - 2" 0' - 3"
1"
• • • • • Route 3 • • • • •
(See
Notes)
1"
8.16 psi
22.85 GPM
0.17 psi
Sprinkler,
22.85 GPM
T(6' - 3")
8 FPS
9.35 psi Route 3Total(Pt)
6' - 3"
36' - 5" 6' - 6"
0.11 psi
1.19 psi
36' - 8" 0' - 3"
1"
• • • • • Route 4 • • • • •
(See
Notes)
1"
9.07 psi
24.09 GPM
0.18 psi
Sprinkler,
24.09 GPM
T(6' - 3")
9 FPS
10.37 psi Route 4Total(Pt)
6' - 3"
36' - 5" 19' - 3"
0.11 psi
3.63 psi
36' - 8" 13' - 0"
1"
• • • • • Route 5 • • • • •
(See
Notes)
1"
9.36 psi
24.48 GPM
0.19 psi
Sprinkler,
24.48 GPM
T(6' - 3")
9 FPS
14' - 10"
36' - 5" 20' - 10" 6.76 psi
36' - 5" 6' - 1"
1" (See
Notes)
1"
13.10 psi
27.15 GPM
0.75 psi
Flow (q) from Route 6
51.62 GPM E(2' - 6"), red, T(12' - 4")
19 FPS
19.87 psi Route 5Total(Pt)
6' - 3"
36' - 5" 6' - 6"
0.11 psi
1.48 psi
36' - 8" 0' - 3"
1"
• • • • • Route 6 • • • • •
(See
Notes)
1"
11.51 psi
27.15 GPM
0.23 psi
Sprinkler,
27.15 GPM
T(6' - 3")
10 FPS
13.10 psi Route 6Total(Pt)
4/26/2023 Page 2AutoSPRINK RVT v2.2.25.0 2:12:42PMEarly Home Attic@ M.E.P.CAD, Inc.
Remote Area Name: Early Home Attic
1.51
Fittings Legend
BFP Backflow Preventer BV Butterfly Valve CV Check Valve
DelV Deluge Valve E 90° Elbow red Reducer/Adapter
S Supply Spr Sprinkler T Tee Flow Turn 90°
4.87
1.33
1.16
0.713
Equivalent Pipe Lengths of Valves and Fittings (C=120 only)
Actual Inside Diameter
Schedule 40 Steel Pipe Inside Diameter = Factor
C Value Multiplier
Value Of C
Multiplying Factor
4/26/2023 Page 3AutoSPRINK RVT v2.2.25.0 2:12:42PMEarly Home Attic@ M.E.P.CAD, Inc.
ANJO Home Fire Supply
ANJO Fire Supply
Site Map - Time: 0.00 hours
Page 1 of 427 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666
11/22/2022
WaterCAD [10.03.01.08]Bentley Systems, Inc. Haestad Methods Solution CenterANJO Fire Supply.wtg
Pipe Table - Time: 0.00 hours
Flow (gpm)
Has Check Valve?
Hazen-Williams C
MaterialDiameter (in)
Stop NodeStart NodeLength (Scaled)
(ft)
LabelID
-345False130.0Ductile Iron6.0Supply ConnANJO Home61P-135
345False130.0Ductile Iron6.0Supply ConnFlow Test Data132P-278
345False150.0PVC48.0PMP-1R-120P-581
345False150.0PVC48.0Flow Test DataPMP-120P-682
Pressure Loss (psi)
Minor Loss Coefficient (Derived)
Length (User Defined)
(ft)
Has User Defined Length?
Headloss Gradient
(ft/ft)
Velocity (ft/s)
0.52.41050True0.0223.91
1.02.950150True0.0153.91
0.00.0001True0.0000.06
0.00.0001True0.0000.06
Page 2 of 427 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666
11/22/2022
Junction Table - Time: 0.00 hours
Pressure (psi)
Hydraulic Grade (ft)
Demand (gpm)
Demand Collection
ZoneElevation (ft)
LabelID
108250.520 <Collection: 0 items>
<None>0.00Supply Conn30
108249.43345 <Collection: 1 item>
<None>0.00ANJO Home33
109252.770 <Collection: 0 items>
<None>0.00Flow Test Data77
Page 3 of 427 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666
11/22/2022
Pump Table - Time: 0.00 hours
Pump Head (ft)
Flow (Total) (gpm)
Hydraulic Grade
(Discharge) (ft)
Hydraulic Grade
(Suction) (ft)
Status (Initial)Pump Definition
Elevation (ft)
LabelID
252.77345252.770.00On Pump Definition - 1
0.00PMP-180
Page 4 of 427 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666
11/22/2022
File details come from the government source that posted it. Updated .