hydraulic calculations for basalt 5058 cambie …...fire - fire sprinkler hydraulics calculation...

March 7, 2018

Hydraulic Calculations

For

BASALT 5058 Cambie Street

Vancouver, BC.

Prepared for: Pennyfarthing Hillcrest Development Ltd.

100-1450 Creekside Drive

Vancouver, BC.

Prepared By: Cardinal Engineering Ltd.

Suite 709, 610 Granville Street

Vancouver, BC

PARKADEFire Sprinkler Reports

for

Pennyfarthing Hillcrest Development Ltd.


Vancouver, BC

Prepared By:

Ryan Pavey, P.Eng.

Cardinal Engineering Ltd.


Vancouver, BC, V6C 3T3

604-605-0606

March 7, 2018

Fire - Fire Sprinkler Hydraulics Calculation Program Elite Software Development, Inc.RJ Pavey ParkadeCoquitlam, BC V3B 0B8 Page 2

General Project Data Report

General Data

Project Title: Parkade Project File Name: Calc-Parkade..fiwDesigned By: Ryan Pavey, P.Eng. Date: March 7, 2018Code Reference: VBBL 2014 Approving Agency: City of VancouverClient Name: Pennyfarthing Hillcrest Development

Ltd.Phone:

Address: 100-1450 Creekside Drive City, State Zip Code: Vancouver, BCCompany Name: Cardinal Engineering Ltd. Representative: Jeremy CarrCompany Address: Suite 709, 610 Granville Street City And State: Vancouver, BC, V6C 3T3Phone: 604-605-0606Building Name: Basalt Building Owner:Contact at Building: Phone at Building:Address Of Building: 5058 Cambie Street City, State Zip Code: Vancouver, BC

Project Data

Description Of Hazard: Ordinary 1 Sprinkler System Type: DryDesign Area Of Water Application: 1950 ft² Maximum Area Per Sprinkler: 400 ft²Default Sprinkler K-Factor: 14.00 K Default Pipe Material: SCHD 10 STEEL, DRYInside Hose Stream Allowance: 0.00 gpm Outside Hose Stream Allowance: 250.00 gpmIn Rack Sprinkler Allowance: 0.00 gpm

Sprinkler SpecificationsMake: TYCO Model: EC-14Size: Temperature Rating: 155 F

Water Supply Test Data

Source Of Information: VancouverTest Hydrant ID: Date Of Test:

Hydrant Elevation: 0 ft Static Pressure: 52.00 psiTest Flow Rate: 1200.00 gpm Test Residual Pressure: 49.00 psiCalculated System Flow Rate: 643.43 gpm Calculated Inflow Residual Pressure: 43.96 psiAvailable Residual Pressure At System Flow:

51.05 psi

Calculation Project Data

Calculation Mode: DemandHMD Minimum Residual Pressure: 7.00 psi Minimum Desired Flow Density: 0.15 gpm/ft²Number Of Active Nodes: 12Number Of Active Pipes: 11 Number Of Inactive Pipes: 0Number Of Active Sprinklers: 6 Number Of Inactive Sprinklers: 0


Fire Sprinkler Output Data

Overall Pipe Output Data

Beg.End.

Node

NodalKFactor

(K)

Elevation(feet)

Spk/HoseDischarge

(gpm)

ResidualPressure

(psi)

Nom. Dia.Inside Dia.

C-Value

q (gpm)Q (gpm)Velocity

(fps)

F. L./ft(psi/ft)

FittingsType-Grp

Pipe-Len.Fit-Len.

Tot-Len.(ft)

PF-(psi)PE-(psi)PT-(psi)

1 0.00 333.00 0.00 43.96 6.00 0.00 0.00407 100.00 0.5422 0.00 326.00 0.00 46.45 6.090 393.43 2EG 33.20 -3.031

BlueBrute C900 150 4.33 0 133.20 -2.489

2Backflo

Prev326.00 46.45 398.13

3 3.00 psi 326.00 43.39

3 0.00 326.00 0.00 43.39 4.00 0.00 0.04907 5.00 1.3594 0.00 326.00 0.00 42.03 4.260 393.43 TB 22.70 0.000

SCHD 10 STEEL, DRY 100 8.86 0 27.70 1.359

4 0.00 326.00 0.00 42.03 4.00 0.00 0.04907 216.00 12.3405 0.00 331.00 0.00 27.53 4.260 393.43 E2T 35.50 2.165

SCHD 10 STEEL, DRY 100 8.86 0 251.50 14.505

5 0.00 331.00 0.00 27.53 1.50 68.56 0.17876 14.25 3.5488 14.00 331.00 68.56 23.98 1.682 68.55 T 5.60 0.000

SCHD 10 STEEL, DRY 100 9.90 0 19.85 3.548

5 0.00 331.00 0.00 27.53 4.00 0.00 0.01309 19.50 0.25510 0.00 331.00 0.00 27.27 4.260 192.63 ----- 0.00 0.000

SCHD 10 STEEL, DRY 100 4.34 0 19.50 0.255

5 0.00 331.00 0.00 27.53 1.50 67.94 0.60269 1.00 3.9786 14.00 331.00 67.94 23.55 1.682 132.23 T 5.60 0.000

SCHD 10 STEEL, DRY 100 19.09 0 6.60 3.978

6 14.00 331.00 67.94 23.55 1.50 64.29 0.15875 15.50 2.4617 14.00 331.00 64.29 21.09 1.682 64.29 ----- 0.00 0.000

SCHD 10 STEEL, DRY 100 9.28 0 15.50 2.461

10 0.00 331.00 0.00 27.27 1.50 68.23 0.17721 14.25 3.51811 14.00 331.00 68.23 23.75 1.682 68.23 T 5.60 0.000

SCHD 10 STEEL, DRY 100 9.85 0 19.85 3.518

10 0.00 331.00 0.00 27.27 1.50 64.40 0.53836 5.75 6.11012 14.00 331.00 64.40 21.16 1.682 124.40 T 5.60 0.000

SCHD 10 STEEL, DRY 100 17.96 0 11.35 6.110

12 14.00 331.00 64.40 21.16 1.50 60.00 0.13970 20.00 2.79413 14.00 331.00 60.00 18.37 1.682 60.00 ----- 0.00 0.000

SCHD 10 STEEL, DRY 100 8.66 0 20.00 2.794



Overall Sprinkler Output Data

FlowingSprinklerNode No.

Area GroupCode

SprinklerKFactor (K)

SprinklerElevation

(feet)

ResidualPressure

(psi)

Flowing Area(ft²)

FlowingDensity

(gpm/ft²)

SprinklerDischarge

(gpm)

6 14.00 331.00 23.55 400.00 0.170 67.94Sub Totals For Non-Group 400.00 0.170 67.94






Totals For All Groups 2400.00 0.164 393.42


Fire Sprinkler Output Summary

Hydraulically Most Demanding Sprinkler Node

HMD Sprinkler Node Number: 13HMD Actual Residual Pressure: 18.37 psiHMD Actual GPM: 60.00 gpm

Sprinkler Summary

Sprinkler System Type: Dry Specified Area Of Application: 1950.00 ft²Adjusted Area Of Application: 2535.00 ft²Minimum Desired Density: 0.150 gpm/ft²Application Average Density: 0.202 gpm/ft²Application Adjusted Density (not required by NFPA 13): 0.155 gpm/ft²Application Average Area Per Sprinkler: 325.00 ft²Adjusted Area Per Sprinkler (not required by NFPA 13): 422.50 ft²Sprinkler Flow: 393.42 gpmAverage Sprinkler Flow: 65.57 gpm

Flow Velocity And Imbalance Summary

Maximum Flow Velocity ( In Pipe 5 - 6 ) 19.09 ft/secMaximum Velocity Pressure ( In Pipe 5 - 6 ) 2.45 psi

Allowable Maximum Nodal Pressure Imbalance: 0.1000 psiActual Maximum Nodal Pressure Imbalance: 0.0674 psiActual Average Nodal Pressure Imbalance: 0.0114 psiActual Maximum Nodal Flow Imbalance: 4.6990 gpmActual Average Nodal Flow Imbalance: 0.7859 gpm

Overall Network Summary

Number Of Unique Pipe Sections: 11Number Of Flowing Sprinklers: 6

Pipe System Water Volume: 337.56 gal

Sprinkler Flow: 393.42 gpmNon-Sprinkler Flow: 0.00 gpmDemand Flow Excluding Exterior Hose Flow: 393.42 gpmExterior Hose Flow: 250.00 gpm

Minimum Required Residual Pressure At System Inflow Node:

43.96 psi

Demand Flow At System Inflow Node: 643.43 gpm



Hydraulic Supply/Demand Graph

Pre

ssure

p

si

Flowrate(x100) gpm

5249

44

0

10

20

30

40

50

60

70

80

90

100

2 4 6 8 10 12 14 16 18 20

Supply Curve DataStatic Pressure: 52 psiTest Residual Pressure: 49 psiTest Flow Rate: 1200 gpm

Demand Curve DataCalculated Residual Pressure: 43.96 psiCalculated Flow Rate: 643.43 gpmExterior Hose Flow: 250.00 gpmExcess Available Residual Pressure At Calculated Flow: 7.09 psiPressure Required For First Sprinkler Downstream From Inflow Node To Flow: 2.13 psi

LEVEL 1 AMENITY WCFire Sprinkler Reports

for



Vancouver, BC

Prepared By:

Ryan Pavey, P.Eng.




604-605-0606

March 7, 2018

Fire - Fire Sprinkler Hydraulics Calculation Program Elite Software Development, Inc.RJ Pavey Level 1 Amenity WCCoquitlam, BC V3B 0B8 Page 2


General Data

Project Title: Level 1 Amenity WC Project File Name: Calc-Level 1 Amenity WC..fiwDesigned By: Ryan Pavey, P.Eng. Date: March 7, 2018Code Reference: VBBL 2014 Approving Agency: City of VancouverClient Name: Pennyfarthing Hillcrest Development

Ltd.Phone:


Project Data

Description Of Hazard: Light Hazard Sprinkler System Type: WetDesign Area Of Water Application: 602 ft² Maximum Area Per Sprinkler: 225 ft²Default Sprinkler K-Factor: 5.60 K Default Pipe Material: BLAZEMASTER CPVCInside Hose Stream Allowance: 0.00 gpm Outside Hose Stream Allowance: 100.00 gpmIn Rack Sprinkler Allowance: 0.00 gpm

Sprinkler SpecificationsMake: TYCO Model: Res. PendentSize: Temperature Rating: 155 F




51.43 psi






Beg.End.

Node

NodalKFactor

(K)

Elevation(feet)

Spk/HoseDischarge

(gpm)

ResidualPressure

(psi)


C-Value


(fps)

F. L./ft(psi/ft)

FittingsType-Grp

Pipe-Len.Fit-Len.

Tot-Len.(ft)


1 0.00 333.00 0.00 47.50 6.00 0.00 0.00402 100.00 0.5352 0.00 326.00 0.00 50.00 6.090 390.77 2EG 33.20 -3.031

BlueBrute C900 150 4.30 0 133.20 -2.496

2Backflo

Prev326.00 50.00 395.41

3 3.00 psi 326.00 46.93

3 0.00 326.00 0.00 46.93 4.00 0.00 0.03458 5.00 1.6254 0.00 326.00 0.00 45.30 4.260 390.77 TB 42.00 0.000

SCHED 10 WET STEEL 120 8.80 0 47.00 1.625

4 0.00 326.00 0.00 45.30 4.00 0.00 0.03458 93.00 7.2625 0.00 342.00 0.00 31.11 4.260 390.77 7ET 117.00 6.928

SCHED 10 WET STEEL 120 8.80 0 210.00 14.190

5 0.00 342.00 0.00 31.11 4.00 0.00 0.03458 16.50 2.5766 0.00 342.00 0.00 28.54 4.260 390.77 EBC 58.00 0.000

SCHED 10 WET STEEL 120 8.80 0 74.50 2.576

6 0.00 342.00 0.00 28.54 4.00 0.00 0.03458 4.00 1.0377 0.00 342.00 0.00 27.50 4.260 390.77 T 26.00 0.000

SCHED 10 WET STEEL 120 8.80 0 30.00 1.037

7 0.00 342.00 0.00 27.50 2.00 0.00 0.05192 8.00 1.0388 0.00 342.00 0.00 26.46 2.157 81.16 T 12.00 0.000

SCHED 10 WET STEEL 120 7.13 0 20.00 1.038

7 0.00 342.00 0.00 27.50 4.00 0.00 0.02248 17.50 0.39312 0.00 342.00 0.00 27.11 4.260 309.62 ----- 0.00 0.000

SCHED 10 WET STEEL 120 6.97 0 17.50 0.393

8 0.00 342.00 0.00 26.46 1.50 27.55 0.17433 3.00 2.2669 5.60 342.00 27.55 24.19 1.682 81.16 T 10.00 0.000

SCHED 10 WET STEEL 120 11.72 0 13.00 2.266

9 5.60 342.00 27.55 24.19 1.50 27.29 0.08095 5.50 0.44510 5.60 342.00 27.29 23.75 1.682 53.61 ----- 0.00 0.000

SCHED 10 WET STEEL 120 7.74 0 5.50 0.445

10 5.60 342.00 27.29 23.75 1.00 26.32 0.21637 5.67 1.66011 5.60 342.00 26.32 22.09 1.049 26.32 E 2.00 0.000

SCHED 40 WET STEEL 120 9.77 0 7.67 1.660

12 0.00 342.00 0.00 27.11 4.00 0.00 0.01554 11.00 0.17115 0.00 342.00 0.00 26.93 4.260 253.60 ----- 0.00 0.000

SCHED 10 WET STEEL 120 5.71 0 11.00 0.171



Overall Pipe Output Data (cont'd)

Beg.End.

Node

NodalKFactor

(K)

Elevation(feet)

Spk/HoseDischarge

(gpm)

ResidualPressure

(psi)


C-Value


(fps)

F. L./ft(psi/ft)

FittingsType-Grp

Pipe-Len.Fit-Len.

Tot-Len.(ft)


12 0.00 342.00 0.00 27.11 1.00 27.71 0.23801 6.00 2.61814 5.60 342.00 27.71 24.49 1.049 27.71 T 5.00 0.000

SCHED 40 WET STEEL 120 10.29 0 11.00 2.618

12 0.00 342.00 0.00 27.11 1.00 28.30 0.24751 1.30 1.55913 5.60 342.00 28.30 25.55 1.049 28.30 T 5.00 0.000

SCHED 40 WET STEEL 120 10.51 0 6.30 1.559

15 0.00 342.00 0.00 26.93 1.50 27.50 0.17575 6.00 2.81217 5.60 342.00 27.50 24.12 1.682 81.51 T 10.00 0.000

SCHED 10 WET STEEL 120 11.77 0 16.00 2.812

15 0.00 342.00 0.00 26.93 4.00 0.00 0.00361 7.00 0.02518 0.00 342.00 0.00 26.91 4.260 115.25 ----- 0.00 0.000

SCHED 10 WET STEEL 120 2.59 0 7.00 0.025

15 0.00 342.00 0.00 26.93 1.50 28.51 0.09020 1.30 1.01916 5.60 342.00 28.51 25.92 1.682 56.84 T 10.00 0.000

SCHED 10 WET STEEL 120 8.21 0 11.30 1.019

16 5.60 342.00 28.51 25.92 1.50 28.33 0.02487 8.00 0.32326 5.60 342.00 28.33 25.59 1.682 28.33 E 5.00 0.000

SCHED 10 WET STEEL 120 4.09 0 13.00 0.323

17 5.60 342.00 27.50 24.12 1.50 0.00 0.08206 7.00 0.57421 0.00 342.00 0.00 23.55 1.682 54.01 ----- 0.00 0.000

SCHED 10 WET STEEL 120 7.80 0 7.00 0.574

18 0.00 342.00 0.00 26.91 2.00 28.81 0.02753 4.00 0.44019 5.60 342.00 28.81 26.47 2.157 57.60 T 12.00 0.000

SCHED 10 WET STEEL 120 5.06 0 16.00 0.440

18 0.00 342.00 0.00 26.91 2.00 28.84 0.02758 2.00 0.38624 5.60 342.00 28.84 26.52 2.157 57.66 T 12.00 0.000

SCHED 10 WET STEEL 120 5.06 0 14.00 0.386

19 5.60 342.00 28.81 26.47 2.00 28.79 0.00763 6.00 0.04620 5.60 342.00 28.79 26.42 2.157 28.79 ----- 0.00 0.000

SCHED 10 WET STEEL 120 2.53 0 6.00 0.046

21 0.00 342.00 0.00 23.55 1.50 27.02 0.02279 1.50 0.26223 5.60 342.00 27.02 23.29 1.682 27.02 T 10.00 0.000

SCHED 10 WET STEEL 120 3.90 0 11.50 0.262

21 0.00 342.00 0.00 23.55 1.50 26.98 0.02273 4.50 0.33022 5.60 342.00 26.98 23.22 1.682 26.98 T 10.00 0.000

SCHED 10 WET STEEL 120 3.90 0 14.50 0.330




Beg.End.

Node

NodalKFactor

(K)

Elevation(feet)

Spk/HoseDischarge

(gpm)

ResidualPressure

(psi)


C-Value


(fps)

F. L./ft(psi/ft)

FittingsType-Grp

Pipe-Len.Fit-Len.

Tot-Len.(ft)


24 5.60 342.00 28.84 26.52 2.00 28.82 0.00764 6.00 0.04625 5.60 342.00 28.82 26.48 2.157 28.81 ----- 0.00 0.000

SCHED 10 WET STEEL 120 2.53 0 6.00 0.046





Area GroupCode


SprinklerElevation

(feet)

ResidualPressure

(psi)

Flowing Area(ft²)

FlowingDensity

(gpm/ft²)

SprinklerDischarge

(gpm)




















Sprinkler Summary

Sprinkler System Type: Wet Specified Area Of Application: 602.00 ft²Minimum Desired Density: 0.100 gpm/ft²Application Average Density: 0.649 gpm/ft²Application Average Area Per Sprinkler: 43.00 ft²Sprinkler Flow: 390.77 gpmAverage Sprinkler Flow: 27.91 gpm









47.50 psi





Pre

ssure

p

si

Flowrate(x100) gpm

5249

44

0

10

20

30

40

50

60

70

80

90

100

2 4 6 8 10 12 14 16 18 20



LEVEL 1 UNIT 105 WCFire Sprinkler Reports

for



Vancouver, BC

Prepared By:

Ryan Pavey, P.Eng.




604-605-0606

March 7, 2018

Fire - Fire Sprinkler Hydraulics Calculation Program Elite Software Development, Inc.RJ Pavey Level 1 Unit 105 WCCoquitlam, BC V3B 0B8 Page 2


General Data

Project Title: Level 1 Unit 105 WC Project File Name: Calc-Level 1 Unit 105 WC..fiwDesigned By: Ryan Pavey, P.Eng. Date: March 7, 2018Code Reference: VBBL 2014 Approving Agency: City of VancouverClient Name: Pennyfarthing Hillcrest Development

Ltd.Phone:


Project Data






51.81 psi






Beg.End.

Node

NodalKFactor

(K)

Elevation(feet)

Spk/HoseDischarge

(gpm)

ResidualPressure

(psi)


C-Value


(fps)

F. L./ft(psi/ft)

FittingsType-Grp

Pipe-Len.Fit-Len.

Tot-Len.(ft)


1 0.00 333.00 0.00 48.13 6.00 0.00 0.00088 100.00 0.1182 0.00 326.00 0.00 51.05 6.090 172.48 2EG 33.20 -3.031

BlueBrute C900 150 1.90 0 133.20 -2.913

2Backflo

Prev326.00 51.05 174.49

3 3.00 psi 326.00 47.99

3 0.00 326.00 0.00 47.99 4.00 0.00 0.00762 5.00 0.3584 0.00 326.00 0.00 47.63 4.260 172.48 TB 42.00 0.000

SCHED 10 WET STEEL 120 3.88 0 47.00 0.358

4 0.00 326.00 0.00 47.63 4.00 0.00 0.00762 93.00 1.5995 0.00 342.00 0.00 39.10 4.260 172.48 7ET 117.00 6.928

SCHED 10 WET STEEL 120 3.88 0 210.00 8.527

5 0.00 342.00 0.00 39.10 4.00 0.00 0.00762 16.50 0.5676 0.00 342.00 0.00 38.54 4.260 172.48 EBC 58.00 0.000

SCHED 10 WET STEEL 120 3.88 0 74.50 0.567

6 0.00 342.00 0.00 38.54 4.00 0.00 0.00762 70.00 0.73127 0.00 342.00 0.00 37.81 4.260 172.48 T 26.00 0.000

SCHED 10 WET STEEL 120 3.88 0 96.00 0.731

27 0.00 342.00 0.00 37.81 1.25 0.00 0.00000 16.00 0.00028 0.00 342.00 0.00 37.81 1.394 0.02 T 6.00 0.000

BLAZEMASTER CPVC 150 0.00 0 22.00 0.000

27 0.00 342.00 0.00 37.81 4.00 0.00 0.00761 12.30 0.09429 0.00 342.00 0.00 37.71 4.260 172.46 ----- 0.00 0.000

SCHED 10 WET STEEL 120 3.88 0 12.30 0.094

29 0.00 342.00 0.00 37.71 2.00 0.00 0.19878 16.00 5.16830 0.00 342.00 0.00 32.54 2.003 172.46 T 10.00 0.000


30 0.00 342.00 0.00 32.54 2.00 0.00 0.19878 21.50 6.26231 0.00 342.00 0.00 26.28 2.003 172.46 T 10.00 0.000


31 0.00 342.00 0.00 26.28 1.00 23.67 0.33172 3.90 2.95232 4.90 342.00 23.67 23.33 1.101 47.08 T 5.00 0.000


31 0.00 342.00 0.00 26.28 2.00 0.00 0.11021 1.60 0.17634 0.00 342.00 0.00 26.11 2.003 125.38 ----- 0.00 0.000





Beg.End.

Node

NodalKFactor

(K)

Elevation(feet)

Spk/HoseDischarge

(gpm)

ResidualPressure

(psi)


C-Value


(fps)

F. L./ft(psi/ft)

FittingsType-Grp

Pipe-Len.Fit-Len.

Tot-Len.(ft)


32 4.90 342.00 23.67 23.33 1.00 23.41 0.09107 5.60 0.51033 4.90 342.00 23.41 22.82 1.101 23.41 ----- 0.00 0.000


34 0.00 342.00 0.00 26.11 1.50 27.05 0.06974 22.90 2.78235 5.60 342.00 27.05 23.32 1.598 54.02 ET 17.00 0.000


34 0.00 342.00 0.00 26.11 2.00 0.00 0.03884 1.30 0.05037 0.00 342.00 0.00 26.06 2.003 71.36 ----- 0.00 0.000


35 5.60 342.00 27.05 23.32 1.50 26.98 0.01930 6.00 0.11636 5.60 342.00 26.98 23.21 1.598 26.98 ----- 0.00 0.000


37 0.00 342.00 0.00 26.06 1.00 0.00 0.28166 5.50 2.95738 0.00 342.00 0.00 23.10 1.101 43.09 T 5.00 0.000


37 0.00 342.00 0.00 26.06 1.50 28.28 0.02104 18.00 0.54741 5.60 342.00 28.28 25.51 1.598 28.27 T 8.00 0.000


38 0.00 342.00 0.00 23.10 1.00 23.11 0.08897 4.50 0.84539 4.90 342.00 23.11 22.25 1.101 23.12 T 5.00 0.000


38 0.00 342.00 0.00 23.10 1.00 19.98 0.06792 7.00 0.47540 4.20 342.00 19.98 22.62 1.101 19.98 ----- 0.00 0.000






Area GroupCode


SprinklerElevation

(feet)

ResidualPressure

(psi)

Flowing Area(ft²)

FlowingDensity

(gpm/ft²)

SprinklerDischarge

(gpm)













Sprinkler Summary




Allowable Maximum Nodal Pressure Imbalance: 0.1000 psiActual Maximum Nodal Pressure Imbalance: 0.0636 psiActual Average Nodal Pressure Imbalance: 0.0071 psiActual Maximum Nodal Flow Imbalance: -2.0116 gpmActual Average Nodal Flow Imbalance: 0.1936 gpm






48.13 psi





Pre

ssure

p

si

Flowrate(x100) gpm

5249

44

0

10

20

30

40

50

60

70

80

90

100

2 4 6 8 10 12 14 16 18 20



LEVEL 2 UNIT 210 WCFire Sprinkler Reports

for



Vancouver, BC

Prepared By:

Ryan Pavey, P.Eng.




604-605-0606

March 7, 2018



General Data

Project Title: Level 2 Unit 210 WC Project File Name: Calc-Level 2 Unit 210 WC..fiwDesigned By: Ryan Pavey, P.Eng. Date: March 7, 2018Code Reference: VBBL 2014 Approving Agency: City of VancouverClient Name: Pennyfarthing Hillcrest Development

Ltd.Phone:


Project Data






51.72 psi






Beg.End.

Node

NodalKFactor

(K)

Elevation(feet)

Spk/HoseDischarge

(gpm)

ResidualPressure

(psi)


C-Value


(fps)

F. L./ft(psi/ft)

FittingsType-Grp

Pipe-Len.Fit-Len.

Tot-Len.(ft)


1 0.00 333.00 0.00 48.02 6.00 0.00 0.00152 100.00 0.2032 0.00 326.00 0.00 50.84 6.090 231.47 2EG 33.20 -3.031

BlueBrute C900 150 2.55 0 133.20 -2.828

2Backflo

Prev326.00 50.84 235.08

3 3.00 psi 326.00 47.77

3 0.00 326.00 0.00 47.77 4.00 0.00 0.01312 5.00 0.6174 0.00 326.00 0.00 47.15 4.260 231.46 TB 42.00 0.000

SCHED 10 WET STEEL 120 5.21 0 47.00 0.617

4 0.00 326.00 0.00 47.15 4.00 0.00 0.01312 103.00 2.8875 0.00 352.00 0.00 33.01 4.260 231.46 7ET 117.00 11.258

SCHED 10 WET STEEL 120 5.21 0 220.00 14.145

5 0.00 352.00 0.00 33.01 3.00 0.00 0.04830 15.25 2.8626 0.00 352.00 0.00 30.14 3.260 231.46 EBC 44.00 0.000

SCHED 10 WET STEEL 120 8.90 0 59.25 2.862

6 0.00 352.00 0.00 30.14 3.00 0.00 0.01352 13.00 0.44626 0.00 352.00 0.00 29.70 3.260 116.33 T 20.00 0.000

SCHED 10 WET STEEL 120 4.47 0 33.00 0.446

6 0.00 352.00 0.00 30.14 3.00 0.00 0.01327 9.00 0.3857 0.00 352.00 0.00 29.76 3.260 115.13 T 20.00 0.000

SCHED 10 WET STEEL 120 4.43 0 29.00 0.385

7 0.00 352.00 0.00 29.76 2.00 26.16 0.09411 3.25 1.24746 4.90 352.00 26.16 28.51 2.003 115.13 T 10.00 0.000


8 0.00 352.00 0.00 28.44 1.50 20.16 0.01126 1.90 0.11113 0.00 352.00 0.00 28.33 1.598 20.16 T 8.00 0.000


8 0.00 352.00 0.00 28.44 1.50 0.00 0.01738 6.00 0.24347 0.00 352.00 0.00 28.20 1.598 25.50 T 8.00 0.000


8 0.00 352.00 0.00 28.44 1.25 21.79 0.09009 17.00 1.5329 4.20 352.00 21.79 26.91 1.394 43.31 ----- 0.00 0.000


9 4.20 352.00 21.79 26.91 1.00 21.52 0.07797 8.25 0.64312 4.20 352.00 21.52 26.26 1.101 21.52 ----- 0.00 0.000





Beg.End.

Node

NodalKFactor

(K)

Elevation(feet)

Spk/HoseDischarge

(gpm)

ResidualPressure

(psi)


C-Value


(fps)

F. L./ft(psi/ft)

FittingsType-Grp

Pipe-Len.Fit-Len.

Tot-Len.(ft)


13 0.00 352.00 0.00 28.33 1.50 27.74 0.07310 34.75 3.78314 5.60 352.00 27.74 24.54 1.598 55.42 ET 17.00 0.000


14 5.60 352.00 27.74 24.54 1.50 27.68 0.02023 6.00 0.12115 5.60 352.00 27.68 24.42 1.598 27.67 ----- 0.00 0.000


16 0.00 352.00 0.00 25.87 2.00 0.00 0.04918 12.90 1.12644 0.00 352.00 0.00 24.75 2.003 81.07 T 10.00 0.000


17 5.60 352.00 27.08 23.39 2.00 27.00 0.02318 6.00 0.13918 5.60 352.00 27.00 23.25 2.003 53.98 ----- 0.00 0.000


18 5.60 352.00 27.00 23.25 2.00 26.98 0.00642 6.00 0.03919 5.60 352.00 26.98 23.21 2.003 26.98 ----- 0.00 0.000


13 0.00 352.00 0.00 28.33 1.50 35.26 0.03167 9.75 0.56222 0.00 352.00 0.00 28.89 1.598 35.26 T 8.00 0.000


26 0.00 352.00 0.00 29.70 2.00 58.62 0.02700 15.00 0.67527 0.00 352.00 0.00 29.02 2.003 58.62 T 10.00 0.000


26 0.00 352.00 0.00 29.70 3.00 0.00 0.00370 7.50 0.02828 0.00 352.00 0.00 29.67 3.260 57.71 ----- 0.00 0.000

SCHED 10 WET STEEL 120 2.22 0 7.50 0.028

16 0.00 352.00 0.00 25.87 2.00 0.00 0.04918 32.00 3.14827 0.00 352.00 0.00 29.02 2.003 81.07 2ET 32.00 0.000


28 0.00 352.00 0.00 29.67 3.00 0.00 0.00123 17.00 0.02130 0.00 352.00 0.00 29.65 3.260 31.77 ----- 0.00 0.000

SCHED 10 WET STEEL 120 1.22 0 17.00 0.021

28 0.00 352.00 0.00 29.67 2.00 25.94 0.00597 16.00 0.15529 0.00 352.00 0.00 29.51 2.003 25.94 T 10.00 0.000


22 0.00 352.00 0.00 28.89 2.00 0.00 0.01054 38.25 0.62529 0.00 352.00 0.00 29.51 2.003 35.26 ET 21.00 0.000





Beg.End.

Node

NodalKFactor

(K)

Elevation(feet)

Spk/HoseDischarge

(gpm)

ResidualPressure

(psi)


C-Value


(fps)

F. L./ft(psi/ft)

FittingsType-Grp

Pipe-Len.Fit-Len.

Tot-Len.(ft)


30 0.00 352.00 0.00 29.65 1.25 12.27 0.00873 15.00 0.18331 0.00 352.00 0.00 29.47 1.394 12.27 T 6.00 0.000


30 0.00 352.00 0.00 29.65 3.00 0.00 0.00050 9.25 0.00532 0.00 352.00 0.00 29.64 3.260 19.50 ----- 0.00 0.000

SCHED 10 WET STEEL 120 0.75 0 9.25 0.005

27 0.00 352.00 0.00 29.02 1.50 22.45 0.01374 24.25 0.44331 0.00 352.00 0.00 29.47 1.598 22.45 T 8.00 0.000


32 0.00 352.00 0.00 29.64 3.00 0.00 0.00028 21.00 0.00634 0.00 352.00 0.00 29.64 3.260 14.43 ----- 0.00 0.000

SCHED 10 WET STEEL 120 0.55 0 21.00 0.006

32 0.00 352.00 0.00 29.64 1.25 5.07 0.00170 16.00 0.03733 0.00 352.00 0.00 29.61 1.394 5.07 T 6.00 0.000


29 0.00 352.00 0.00 29.51 1.50 9.32 0.00270 26.25 0.09233 0.00 352.00 0.00 29.61 1.598 9.32 T 8.00 0.000


34 0.00 352.00 0.00 29.64 1.25 2.87 0.00060 16.00 0.01335 0.00 352.00 0.00 29.63 1.394 2.87 T 6.00 0.000


34 0.00 352.00 0.00 29.64 3.00 0.00 0.00019 2.30 0.00036 0.00 352.00 0.00 29.64 3.260 11.56 ----- 0.00 0.000

SCHED 10 WET STEEL 120 0.44 0 2.30 0.000

33 0.00 352.00 0.00 29.61 1.50 4.25 0.00063 21.00 0.01835 0.00 352.00 0.00 29.63 1.598 4.25 T 8.00 0.000


36 0.00 352.00 0.00 29.64 3.00 0.00 0.00006 12.75 0.00138 0.00 352.00 0.00 29.64 3.260 5.94 ----- 0.00 0.000

SCHED 10 WET STEEL 120 0.23 0 12.75 0.001

36 0.00 352.00 0.00 29.64 1.25 5.62 0.00206 15.00 0.04337 0.00 352.00 0.00 29.59 1.394 5.62 T 6.00 0.000


31 0.00 352.00 0.00 29.47 1.50 10.18 0.00318 32.60 0.12937 0.00 352.00 0.00 29.59 1.598 10.18 T 8.00 0.000





Beg.End.

Node

NodalKFactor

(K)

Elevation(feet)

Spk/HoseDischarge

(gpm)

ResidualPressure

(psi)


C-Value


(fps)

F. L./ft(psi/ft)

FittingsType-Grp

Pipe-Len.Fit-Len.

Tot-Len.(ft)


38 0.00 352.00 0.00 29.64 3.00 0.00 0.00002 1.00 0.00040 0.00 352.00 0.00 29.64 3.260 3.43 ----- 0.00 0.000

SCHED 10 WET STEEL 120 0.13 0 1.00 0.000

38 0.00 352.00 0.00 29.64 1.25 0.00 0.00046 16.00 0.01039 0.00 352.00 0.00 29.63 1.394 2.50 T 6.00 0.000


35 0.00 352.00 0.00 29.63 1.50 1.38 0.00008 15.00 0.00239 0.00 352.00 0.00 29.63 1.598 1.38 T 8.00 0.000


39 0.00 352.00 0.00 29.63 1.50 1.12 0.00005 36.25 0.00343 0.00 352.00 0.00 29.62 1.598 1.12 ET 17.00 0.000


40 0.00 352.00 0.00 29.64 1.25 0.00 0.00083 8.50 0.01241 0.00 352.00 0.00 29.63 1.394 3.43 T 6.00 0.000


41 0.00 352.00 0.00 29.63 1.25 1.05 0.00009 10.90 0.00143 0.00 352.00 0.00 29.62 1.394 1.05 ----- 0.00 0.000


41 0.00 352.00 0.00 29.63 1.25 2.38 0.00042 15.00 0.00942 0.00 352.00 0.00 29.62 1.394 2.38 T 6.00 0.000


37 0.00 352.00 0.00 29.59 1.50 4.56 0.00072 22.25 0.02242 0.00 352.00 0.00 29.62 1.598 4.56 T 8.00 0.000


42 0.00 352.00 0.00 29.62 1.50 2.18 0.00018 25.75 0.00843 0.00 352.00 0.00 29.62 1.598 2.18 ET 17.00 0.000


44 0.00 352.00 0.00 24.75 2.00 27.08 0.04918 5.60 1.35717 5.60 352.00 27.08 23.39 2.003 81.07 2E 22.00 0.000


46 4.90 352.00 26.16 28.51 2.00 0.00 0.05842 1.25 0.0738 0.00 352.00 0.00 28.44 2.003 88.97 ----- 0.00 0.000


47 0.00 352.00 0.00 28.20 1.00 25.50 0.10668 5.50 1.12048 4.90 352.00 25.50 27.08 1.101 25.50 T 5.00 0.000






Area GroupCode


SprinklerElevation

(feet)

ResidualPressure

(psi)

Flowing Area(ft²)

FlowingDensity

(gpm/ft²)

SprinklerDischarge

(gpm)















Sprinkler Summary










48.02 psi





Pre

ssure

p

si

Flowrate(x100) gpm

5249

44

0

10

20

30

40

50

60

70

80

90

100

2 4 6 8 10 12 14 16 18 20



LEVEL 3 UNIT 304Fire Sprinkler Reports

for



Vancouver, BC

Prepared By:

Ryan Pavey, P.Eng.




604-605-0606

March 7, 2018

Fire - Fire Sprinkler Hydraulics Calculation Program Elite Software Development, Inc.RJ Pavey Level 3 Unit 304Coquitlam, BC V3B 0B8 Page 2


General Data

Project Title: Level 3 Unit 304 Project File Name: Calc-Level 3 Unit 304..fiwDesigned By: Ryan Pavey, P.Eng. Date: March 7, 2018Code Reference: VBBL 2014 Approving Agency: City of VancouverClient Name: Pennyfarthing Hillcrest Development

Ltd.Phone:


Project Data






51.83 psi






Beg.End.

Node

NodalKFactor

(K)

Elevation(feet)

Spk/HoseDischarge

(gpm)

ResidualPressure

(psi)


C-Value


(fps)

F. L./ft(psi/ft)

FittingsType-Grp

Pipe-Len.Fit-Len.

Tot-Len.(ft)


1 0.00 333.00 0.00 47.42 6.00 0.00 0.00072 100.00 0.0962 0.00 326.00 0.00 50.36 6.090 154.12 2EG 33.20 -3.031

BlueBrute C900 150 1.70 0 133.20 -2.935

2Backflo

Prev326.00 50.36 155.70

3 3.00 psi 326.00 47.30

3 0.00 326.00 0.00 47.30 4.00 0.00 0.00618 5.00 0.2914 0.00 326.00 0.00 47.00 4.260 154.12 TB 42.00 0.000

SCHED 10 WET STEEL 120 3.47 0 47.00 0.291

4 0.00 326.00 0.00 47.00 4.00 0.00 0.00618 112.50 1.4195 0.00 361.50 0.00 30.21 4.260 154.12 7ET 117.00 15.372

SCHED 10 WET STEEL 120 3.47 0 229.50 16.791

5 0.00 361.50 0.00 30.21 2.50 0.00 0.06416 15.25 3.3536 0.00 361.50 0.00 26.86 2.635 154.12 EBC 37.00 0.000

SCHED 10 WET STEEL 120 9.07 0 52.25 3.353

6 0.00 361.50 0.00 26.86 2.50 0.00 0.00305 9.00 0.0768 0.00 361.50 0.00 26.79 2.635 29.72 T 16.00 0.000

SCHED 10 WET STEEL 120 1.75 0 25.00 0.076

6 0.00 361.50 0.00 26.86 2.50 0.00 0.04317 13.00 1.25210 0.00 361.50 0.00 25.61 2.635 124.40 T 16.00 0.000

SCHED 10 WET STEEL 120 7.32 0 29.00 1.252

8 0.00 361.50 0.00 26.79 1.25 0.00 0.04488 4.50 0.4719 0.00 361.50 0.00 26.31 1.394 29.72 T 6.00 0.000


9 0.00 361.50 0.00 26.31 1.25 14.05 0.01122 41.25 0.80011 0.00 361.50 0.00 25.51 1.394 14.05 3ET 30.00 0.000


9 0.00 361.50 0.00 26.31 1.25 15.67 0.01373 49.75 1.04013 0.00 361.50 0.00 25.27 1.394 15.67 E3T 26.00 0.000


10 0.00 361.50 0.00 25.61 1.25 8.61 0.00454 15.00 0.09511 0.00 361.50 0.00 25.51 1.394 8.61 T 6.00 0.000


10 0.00 361.50 0.00 25.61 2.50 0.00 0.03780 7.50 0.28412 0.00 361.50 0.00 25.33 2.635 115.79 ----- 0.00 0.000

SCHED 10 WET STEEL 120 6.81 0 7.50 0.284




Beg.End.

Node

NodalKFactor

(K)

Elevation(feet)

Spk/HoseDischarge

(gpm)

ResidualPressure

(psi)


C-Value


(fps)

F. L./ft(psi/ft)

FittingsType-Grp

Pipe-Len.Fit-Len.

Tot-Len.(ft)


11 0.00 361.50 0.00 25.51 1.25 22.66 0.02719 24.25 0.82215 0.00 361.50 0.00 24.69 1.394 22.66 T 6.00 0.000


12 0.00 361.50 0.00 25.33 1.25 6.08 0.00238 16.00 0.05213 0.00 361.50 0.00 25.27 1.394 6.08 T 6.00 0.000


12 0.00 361.50 0.00 25.33 2.50 0.00 0.03421 17.00 0.58214 0.00 361.50 0.00 24.74 2.635 109.71 ----- 0.00 0.000

SCHED 10 WET STEEL 120 6.45 0 17.00 0.582

13 0.00 361.50 0.00 25.27 1.25 0.00 0.02519 26.25 0.81317 0.00 361.50 0.00 24.46 1.394 21.75 T 6.00 0.000


14 0.00 361.50 0.00 24.74 1.25 6.25 0.00250 15.00 0.05315 0.00 361.50 0.00 24.69 1.394 6.25 T 6.00 0.000


14 0.00 361.50 0.00 24.74 2.50 103.46 0.03070 9.25 0.28416 0.00 361.50 0.00 24.46 2.635 103.46 ----- 0.00 0.000

SCHED 10 WET STEEL 120 6.09 0 9.25 0.284

15 0.00 361.50 0.00 24.69 1.25 28.91 0.04265 32.60 1.64621 0.00 361.50 0.00 23.05 1.394 28.91 T 6.00 0.000


16 0.00 361.50 0.00 24.46 2.50 0.00 0.03098 21.00 0.65018 0.00 361.50 0.00 23.81 2.635 103.97 ----- 0.00 0.000

SCHED 10 WET STEEL 120 6.12 0 21.00 0.650

16 0.00 361.50 0.00 24.46 1.25 0.51 0.00002 16.00 0.00117 0.00 361.50 0.00 24.46 1.394 0.51 T 6.00 0.000


17 0.00 361.50 0.00 24.46 1.25 21.24 0.02412 21.00 0.65119 0.00 361.50 0.00 23.81 1.394 21.24 T 6.00 0.000


18 0.00 361.50 0.00 23.81 1.25 0.19 0.00000 16.00 0.00019 0.00 361.50 0.00 23.81 1.394 0.19 T 6.00 0.000


18 0.00 361.50 0.00 23.81 2.50 0.00 0.03087 2.30 0.07120 0.00 361.50 0.00 23.74 2.635 103.77 ----- 0.00 0.000

SCHED 10 WET STEEL 120 6.11 0 2.30 0.071




Beg.End.

Node

NodalKFactor

(K)

Elevation(feet)

Spk/HoseDischarge

(gpm)

ResidualPressure

(psi)


C-Value


(fps)

F. L./ft(psi/ft)

FittingsType-Grp

Pipe-Len.Fit-Len.

Tot-Len.(ft)


19 0.00 361.50 0.00 23.81 1.25 21.44 0.02452 15.00 0.51523 0.00 361.50 0.00 23.29 1.394 21.44 T 6.00 0.000


20 0.00 361.50 0.00 23.74 1.25 25.17 0.03302 15.00 0.69321 0.00 361.50 0.00 23.05 1.394 25.17 T 6.00 0.000


20 0.00 361.50 0.00 23.74 2.50 0.00 0.01846 12.75 0.23522 0.00 361.50 0.00 23.50 2.635 78.60 ----- 0.00 0.000

SCHED 10 WET STEEL 120 4.62 0 12.75 0.235

21 0.00 361.50 0.00 23.05 1.25 54.08 0.13590 22.25 3.83928 0.00 361.50 0.00 19.21 1.394 54.08 T 6.00 0.000


22 0.00 361.50 0.00 23.50 1.25 12.83 0.00949 16.00 0.20923 0.00 361.50 0.00 23.29 1.394 12.83 T 6.00 0.000


22 0.00 361.50 0.00 23.50 2.50 0.00 0.01328 1.00 0.01324 0.00 361.50 0.00 23.49 2.635 65.77 ----- 0.00 0.000

SCHED 10 WET STEEL 120 3.87 0 1.00 0.013

23 0.00 361.50 0.00 23.29 1.25 34.27 0.05841 36.25 2.81838 0.00 361.50 0.00 20.48 1.394 34.27 2T 12.00 0.000


24 0.00 361.50 0.00 23.49 1.25 0.00 0.19517 8.50 2.83025 0.00 361.50 0.00 20.66 1.394 65.77 T 6.00 0.000


25 0.00 361.50 0.00 20.66 1.25 21.63 0.12615 3.25 1.16726 4.90 361.50 21.63 19.49 1.394 51.95 T 6.00 0.000


25 0.00 361.50 0.00 20.66 1.25 13.82 0.01089 10.90 0.18438 0.00 361.50 0.00 20.48 1.394 13.82 T 6.00 0.000


26 4.90 361.50 21.63 19.49 1.25 21.49 0.04658 5.50 0.25627 4.90 361.50 21.49 19.24 1.394 30.32 ----- 0.00 0.000


27 4.90 361.50 21.49 19.24 1.25 8.83 0.00475 6.50 0.03128 0.00 361.50 0.00 19.21 1.394 8.83 ----- 0.00 0.000





Beg.End.

Node

NodalKFactor

(K)

Elevation(feet)

Spk/HoseDischarge

(gpm)

ResidualPressure

(psi)


C-Value


(fps)

F. L./ft(psi/ft)

FittingsType-Grp

Pipe-Len.Fit-Len.

Tot-Len.(ft)


28 0.00 361.50 0.00 19.21 1.25 0.00 0.17975 4.00 1.79829 0.00 361.50 0.00 17.41 1.394 62.91 T 6.00 0.000


29 0.00 361.50 0.00 17.41 1.00 19.17 0.22568 4.30 2.09930 4.90 361.50 19.17 15.31 1.101 38.23 T 5.00 0.000


29 0.00 361.50 0.00 17.41 1.25 24.68 0.03183 1.00 0.03232 0.00 361.50 0.00 17.38 1.394 24.68 ----- 0.00 0.000


30 4.90 361.50 19.17 15.31 1.00 19.06 0.06224 3.00 0.18731 4.90 361.50 19.06 15.12 1.101 19.06 ----- 0.00 0.000


32 0.00 361.50 0.00 17.38 1.25 16.38 0.05317 5.60 0.61733 4.00 361.50 16.38 16.76 1.394 32.57 T 6.00 0.000


33 4.00 361.50 16.38 16.76 1.25 16.19 0.01459 9.75 0.37634 4.00 361.50 16.19 16.38 1.394 16.19 2E 16.00 0.000


32 0.00 361.50 0.00 17.38 1.25 7.89 0.00386 8.90 0.06535 0.00 361.50 0.00 17.44 1.394 7.89 E 8.00 0.000


35 0.00 361.50 0.00 17.44 1.00 20.22 0.06945 1.00 0.41736 4.90 361.50 20.22 17.03 1.101 20.22 T 5.00 0.000


35 0.00 361.50 0.00 17.44 1.00 19.98 0.06795 7.00 0.81537 4.90 361.50 19.98 16.63 1.101 19.98 T 5.00 0.000


35 0.00 361.50 0.00 17.44 1.25 0.00 0.10934 11.75 3.03438 0.00 361.50 0.00 20.48 1.394 48.09 2E 16.00 0.000






Area GroupCode


SprinklerElevation

(feet)

ResidualPressure

(psi)

Flowing Area(ft²)

FlowingDensity

(gpm/ft²)

SprinklerDischarge

(gpm)














Sprinkler Summary










47.42 psi





Pre

ssure

p

si

Flowrate(x100) gpm

5249

44

0

10

20

30

40

50

60

70

80

90

100

2 4 6 8 10 12 14 16 18 20



LEVEL 5 PH UNIT 502Fire Sprinkler Reports

for



Vancouver, BC

Prepared By:

Ryan Pavey, P.Eng.




604-605-0606

March 7, 2018

Fire - Fire Sprinkler Hydraulics Calculation Program Elite Software Development, Inc.RJ Pavey Level 5 PH Unit 502Coquitlam, BC V3B 0B8 Page 2


General Data

Project Title: Level 5 PH Unit 502 Project File Name: Calc-Level 5 PH Unit 502..fiwDesigned By: Ryan Pavey, P.Eng. Date: March 7, 2018Code Reference: VBBL 2014 Approving Agency: City of VancouverClient Name: Pennyfarthing Hillcrest Development

Ltd.Phone:


Project Data






51.86 psi






Beg.End.

Node

NodalKFactor

(K)

Elevation(feet)

Spk/HoseDischarge

(gpm)

ResidualPressure

(psi)


C-Value


(fps)

F. L./ft(psi/ft)

FittingsType-Grp

Pipe-Len.Fit-Len.

Tot-Len.(ft)


1 0.00 333.00 0.00 48.09 6.00 0.00 0.00055 100.00 0.0732 0.00 326.00 0.00 51.05 6.090 133.21 2EG 33.20 -3.031

BlueBrute C900 150 1.47 0 133.20 -2.958

2Backflo

Prev326.00 51.05 133.20

3 3.00 psi 326.00 48.04

3 0.00 326.00 0.00 48.04 4.00 0.00 0.00472 5.00 0.2224 0.00 326.00 0.00 47.82 4.260 133.21 TB 42.00 0.000

SCHED 10 WET STEEL 120 3.00 0 47.00 0.222

4 0.00 326.00 0.00 47.82 4.00 0.00 0.00472 134.50 1.1885 0.00 383.50 0.00 21.73 4.260 133.21 7ET 117.00 24.898

SCHED 10 WET STEEL 120 3.00 0 251.50 26.085

5 0.00 383.50 0.00 21.73 2.50 0.00 0.04900 15.25 2.5606 0.00 383.50 0.00 19.17 2.635 133.21 EBC 37.00 0.000

SCHED 10 WET STEEL 120 7.84 0 52.25 2.560

6 0.00 383.50 0.00 19.17 2.50 0.00 0.00416 9.00 0.1047 0.00 383.50 0.00 19.07 2.635 35.11 T 16.00 0.000

SCHED 10 WET STEEL 120 2.07 0 25.00 0.104

6 0.00 383.50 0.00 19.17 2.50 0.00 0.02782 14.25 0.8418 0.00 383.50 0.00 18.33 2.635 98.10 T 16.00 0.000

SCHED 10 WET STEEL 120 5.77 0 30.25 0.841

7 0.00 383.50 0.00 19.07 1.25 0.00 0.01437 42.60 0.81311 0.00 383.50 0.00 18.25 1.394 16.05 ET 14.00 0.000


7 0.00 383.50 0.00 19.07 1.25 19.06 0.01973 37.00 1.0069 0.00 383.50 0.00 18.06 1.394 19.06 ET 14.00 0.000


8 0.00 383.50 0.00 18.33 1.25 15.60 0.01362 13.75 0.2699 0.00 383.50 0.00 18.06 1.394 15.60 T 6.00 0.000


8 0.00 383.50 0.00 18.33 2.50 82.50 0.02019 4.25 0.08610 0.00 383.50 0.00 18.24 2.635 82.50 ----- 0.00 0.000

SCHED 10 WET STEEL 120 4.85 0 4.25 0.086

9 0.00 383.50 0.00 18.06 1.25 34.66 0.05965 28.00 2.62513 0.00 383.50 0.00 15.44 1.394 34.66 2E 16.00 0.000





Beg.End.

Node

NodalKFactor

(K)

Elevation(feet)

Spk/HoseDischarge

(gpm)

ResidualPressure

(psi)


C-Value


(fps)

F. L./ft(psi/ft)

FittingsType-Grp

Pipe-Len.Fit-Len.

Tot-Len.(ft)


10 0.00 383.50 0.00 18.24 2.50 0.00 0.02137 21.50 0.45912 0.00 383.50 0.00 17.79 2.635 85.06 ----- 0.00 0.000

SCHED 10 WET STEEL 120 5.00 0 21.50 0.459

10 0.00 383.50 0.00 18.24 1.25 2.56 0.00048 15.30 0.01011 0.00 383.50 0.00 18.25 1.394 2.56 T 6.00 0.000


11 0.00 383.50 0.00 18.25 1.25 0.00 0.01041 29.75 0.43526 0.00 383.50 0.00 17.82 1.394 13.49 2T 12.00 0.000


12 0.00 383.50 0.00 17.79 1.25 53.71 0.13419 11.50 2.34813 0.00 383.50 0.00 15.44 1.394 53.71 T 6.00 0.000


12 0.00 383.50 0.00 17.79 2.50 31.35 0.00337 3.25 0.01125 0.00 383.50 0.00 17.77 2.635 31.35 ----- 0.00 0.000

SCHED 10 WET STEEL 120 1.84 0 3.25 0.011

13 0.00 383.50 0.00 15.44 1.00 17.79 0.32788 1.90 2.26214 4.90 383.50 17.79 13.17 1.101 46.78 T 5.00 0.000


13 0.00 383.50 0.00 15.44 1.25 0.00 0.08359 5.50 0.46018 0.00 383.50 0.00 14.98 1.394 41.59 ----- 0.00 0.000


14 4.90 383.50 17.79 13.17 1.00 0.00 0.13535 7.75 1.04915 0.00 383.50 0.00 12.13 1.101 29.00 ----- 0.00 0.000


15 0.00 383.50 0.00 12.13 1.00 14.00 0.18442 0.50 1.01416 4.20 383.50 14.00 11.11 1.101 14.50 T 5.00 0.000


15 0.00 383.50 0.00 12.13 1.00 14.50 0.03754 0.50 0.20617 4.20 383.50 14.50 11.92 1.101 14.50 T 5.00 0.000


18 0.00 383.50 0.00 14.98 1.00 18.71 0.06015 1.60 0.39719 4.90 383.50 18.71 14.58 1.101 18.71 T 5.00 0.000


18 0.00 383.50 0.00 14.98 1.00 18.56 0.05929 5.50 0.62320 4.90 383.50 18.56 14.35 1.101 18.56 T 5.00 0.000





Beg.End.

Node

NodalKFactor

(K)

Elevation(feet)

Spk/HoseDischarge

(gpm)

ResidualPressure

(psi)


C-Value


(fps)

F. L./ft(psi/ft)

FittingsType-Grp

Pipe-Len.Fit-Len.

Tot-Len.(ft)


18 0.00 383.50 0.00 14.98 1.25 4.32 0.00127 3.90 0.00521 0.00 383.50 0.00 14.97 1.394 4.32 ----- 0.00 0.000


21 0.00 383.50 0.00 14.97 1.00 18.68 0.05997 2.30 0.43822 4.90 383.50 18.68 14.53 1.101 18.68 T 5.00 0.000


21 0.00 383.50 0.00 14.97 1.00 15.34 0.14848 6.00 1.63323 4.20 383.50 15.34 13.34 1.101 30.49 T 5.00 0.000


23 4.20 383.50 15.34 13.34 1.00 15.15 0.04071 8.00 0.32624 4.20 383.50 15.15 13.01 1.101 15.15 ----- 0.00 0.000


25 0.00 383.50 0.00 17.77 2.50 0.00 0.00480 23.60 0.11327 0.00 383.50 0.00 17.66 2.635 37.96 ----- 0.00 0.000

SCHED 10 WET STEEL 120 2.23 0 23.60 0.113

25 0.00 383.50 0.00 17.77 1.25 6.61 0.00278 10.50 0.04626 0.00 383.50 0.00 17.82 1.394 6.61 T 6.00 0.000


26 0.00 383.50 0.00 17.82 1.25 0.00 0.00300 34.00 0.14430 0.00 383.50 0.00 17.68 1.394 6.89 ET 14.00 0.000


27 0.00 383.50 0.00 17.66 1.25 26.95 0.03746 11.50 0.43128 0.00 383.50 0.00 17.23 1.394 26.95 ----- 0.00 0.000


27 0.00 383.50 0.00 17.66 2.50 11.01 0.00049 7.75 0.00429 0.00 383.50 0.00 17.66 2.635 11.01 ----- 0.00 0.000

SCHED 10 WET STEEL 120 0.65 0 7.75 0.004

21 0.00 383.50 0.00 14.97 1.25 44.84 0.09608 17.50 2.25828 0.00 383.50 0.00 17.23 1.394 44.84 T 6.00 0.000


29 0.00 383.50 0.00 17.66 2.50 0.00 0.00084 2.25 0.00231 0.00 383.50 0.00 17.66 2.635 14.80 ----- 0.00 0.000

SCHED 10 WET STEEL 120 0.87 0 2.25 0.002

29 0.00 383.50 0.00 17.66 1.25 3.79 0.00100 13.00 0.01930 0.00 383.50 0.00 17.68 1.394 3.79 T 6.00 0.000





Beg.End.

Node

NodalKFactor

(K)

Elevation(feet)

Spk/HoseDischarge

(gpm)

ResidualPressure

(psi)


C-Value


(fps)

F. L./ft(psi/ft)

FittingsType-Grp

Pipe-Len.Fit-Len.

Tot-Len.(ft)


30 0.00 383.50 0.00 17.68 1.25 3.09 0.00068 43.00 0.03934 0.00 383.50 0.00 17.64 1.394 3.09 ET 14.00 0.000


31 0.00 383.50 0.00 17.66 1.25 11.89 0.00824 11.50 0.14432 0.00 383.50 0.00 17.51 1.394 11.89 T 6.00 0.000


31 0.00 383.50 0.00 17.66 2.50 0.00 0.00004 5.50 0.00033 0.00 383.50 0.00 17.65 2.635 2.91 ----- 0.00 0.000

SCHED 10 WET STEEL 120 0.17 0 5.50 0.000

28 0.00 383.50 0.00 17.23 1.25 17.89 0.01755 10.00 0.28132 0.00 383.50 0.00 17.51 1.394 17.89 T 6.00 0.000


33 0.00 383.50 0.00 17.65 1.25 2.91 0.00061 23.25 0.01834 0.00 383.50 0.00 17.64 1.394 2.91 T 6.00 0.000


32 0.00 383.50 0.00 17.51 1.25 6.00 0.00233 40.25 0.12634 0.00 383.50 0.00 17.64 1.394 6.00 ET 14.00 0.000






Area GroupCode


SprinklerElevation

(feet)

ResidualPressure

(psi)

Flowing Area(ft²)

FlowingDensity

(gpm/ft²)

SprinklerDischarge

(gpm)














Sprinkler Summary










48.09 psi





Pre

ssure

p

si

Flowrate(x100) gpm

5249

44

0

10

20

30

40

50

60

70

80

90

100

2 4 6 8 10 12 14 16 18 20




for



Vancouver, BC

Prepared By:

Ryan Pavey, P.Eng.




604-605-0606

March 7, 2018



General Data


Ltd.Phone:


Project Data






51.86 psi






Beg.End.

Node

NodalKFactor

(K)

Elevation(feet)

Spk/HoseDischarge

(gpm)

ResidualPressure

(psi)


C-Value


(fps)

F. L./ft(psi/ft)

FittingsType-Grp

Pipe-Len.Fit-Len.

Tot-Len.(ft)


1 0.00 333.00 0.00 48.71 6.00 0.00 0.00054 100.00 0.0722 0.00 326.00 0.00 51.67 6.090 131.75 2EG 33.20 -3.031

BlueBrute C900 150 1.45 0 133.20 -2.959

2Backflo

Prev326.00 51.67 131.75

3 3.00 psi 326.00 48.65

3 0.00 326.00 0.00 48.65 4.00 0.00 0.00463 5.00 0.2174 0.00 326.00 0.00 48.43 4.260 131.75 TB 42.00 0.000

SCHED 10 WET STEEL 120 2.97 0 47.00 0.217

4 0.00 326.00 0.00 48.43 4.00 0.00 0.00463 146.00 1.2175 0.00 395.00 0.00 17.34 4.260 131.75 7ET 117.00 29.877

SCHED 10 WET STEEL 120 2.97 0 263.00 31.094

5 0.00 395.00 0.00 17.34 2.50 0.00 0.04800 15.25 2.5086 0.00 395.00 0.00 14.83 2.635 131.75 EBC 37.00 0.000

SCHED 10 WET STEEL 120 7.75 0 52.25 2.508

6 0.00 395.00 0.00 14.83 2.50 0.00 0.00384 9.00 0.0967 0.00 395.00 0.00 14.73 2.635 33.62 T 16.00 0.000

SCHED 10 WET STEEL 120 1.98 0 25.00 0.096

6 0.00 395.00 0.00 14.83 2.50 0.00 0.02784 14.00 0.8358 0.00 395.00 0.00 13.99 2.635 98.13 T 16.00 0.000

SCHED 10 WET STEEL 120 5.77 0 30.00 0.835

7 0.00 395.00 0.00 14.73 1.25 17.37 0.01661 39.90 0.8969 0.00 395.00 0.00 13.84 1.394 17.37 ET 14.00 0.000


7 0.00 395.00 0.00 14.73 1.25 16.25 0.01469 41.60 0.81711 0.00 395.00 0.00 13.91 1.394 16.25 ET 14.00 0.000


8 0.00 395.00 0.00 13.99 1.25 10.74 0.00683 16.90 0.1569 0.00 395.00 0.00 13.84 1.394 10.74 T 6.00 0.000


8 0.00 395.00 0.00 13.99 2.50 0.00 0.02246 3.25 0.07310 0.00 395.00 0.00 13.92 2.635 87.40 ----- 0.00 0.000

SCHED 10 WET STEEL 120 5.14 0 3.25 0.073

9 0.00 395.00 0.00 13.84 1.25 28.11 0.04048 27.30 1.34841 0.00 395.00 0.00 12.49 1.394 28.11 T 6.00 0.000





Beg.End.

Node

NodalKFactor

(K)

Elevation(feet)

Spk/HoseDischarge

(gpm)

ResidualPressure

(psi)


C-Value


(fps)

F. L./ft(psi/ft)

FittingsType-Grp

Pipe-Len.Fit-Len.

Tot-Len.(ft)


10 0.00 395.00 0.00 13.92 2.50 85.75 0.02169 15.50 0.33612 0.00 395.00 0.00 13.58 2.635 85.75 ----- 0.00 0.000

SCHED 10 WET STEEL 120 5.04 0 15.50 0.336

10 0.00 395.00 0.00 13.92 1.25 1.65 0.00021 15.30 0.00511 0.00 395.00 0.00 13.91 1.394 1.65 T 6.00 0.000


11 0.00 395.00 0.00 13.91 1.25 0.00 0.01756 15.50 0.27213 0.00 395.00 0.00 13.64 1.394 17.90 ----- 0.00 0.000


12 0.00 395.00 0.00 13.58 2.50 0.00 0.02489 5.00 0.12414 0.00 395.00 0.00 13.46 2.635 92.37 ----- 0.00 0.000

SCHED 10 WET STEEL 120 5.43 0 5.00 0.124

12 0.00 395.00 0.00 13.58 1.25 6.62 0.00279 15.30 0.05913 0.00 395.00 0.00 13.64 1.394 6.62 T 6.00 0.000


13 0.00 395.00 0.00 13.64 1.25 0.00 0.00747 41.75 0.31218 0.00 395.00 0.00 13.33 1.394 11.28 ----- 0.00 0.000


14 0.00 395.00 0.00 13.46 1.00 14.22 0.03624 7.00 0.68944 4.20 398.00 14.22 11.47 1.101 14.22 ET 12.00 1.299


14 0.00 395.00 0.00 13.46 2.50 0.00 0.01826 6.60 0.12145 0.00 395.00 0.00 13.34 2.635 78.14 ----- 0.00 0.000

SCHED 10 WET STEEL 120 4.60 0 6.60 0.121

15 0.00 395.00 0.00 13.28 2.50 10.04 0.00041 19.25 0.00817 0.00 395.00 0.00 13.27 2.635 10.04 ----- 0.00 0.000

SCHED 10 WET STEEL 120 0.59 0 19.25 0.008

15 0.00 395.00 0.00 13.28 1.25 17.38 0.04836 8.30 0.69233 4.90 395.00 17.38 12.59 1.394 30.94 T 6.00 0.000


16 0.00 395.00 0.00 12.50 1.25 1.94 0.00029 10.90 0.00536 0.00 395.00 0.00 12.49 1.394 1.94 T 6.00 0.000


16 0.00 395.00 0.00 12.50 1.00 16.63 0.17130 0.75 0.98534 4.90 395.00 16.63 11.51 1.101 32.94 T 5.00 0.000





Beg.End.

Node

NodalKFactor

(K)

Elevation(feet)

Spk/HoseDischarge

(gpm)

ResidualPressure

(psi)


C-Value


(fps)

F. L./ft(psi/ft)

FittingsType-Grp

Pipe-Len.Fit-Len.

Tot-Len.(ft)


17 0.00 395.00 0.00 13.27 2.50 0.00 0.00105 2.50 0.00319 0.00 395.00 0.00 13.27 2.635 16.73 ----- 0.00 0.000

SCHED 10 WET STEEL 120 0.98 0 2.50 0.003

17 0.00 395.00 0.00 13.27 1.25 6.69 0.00285 15.30 0.06118 0.00 395.00 0.00 13.33 1.394 6.69 T 6.00 0.000


18 0.00 395.00 0.00 13.33 1.25 4.58 0.00141 46.30 0.08525 0.00 395.00 0.00 13.25 1.394 4.58 ET 14.00 0.000


19 0.00 395.00 0.00 13.27 1.25 13.50 0.01043 16.90 0.23920 0.00 395.00 0.00 13.03 1.394 13.50 T 6.00 0.000


19 0.00 395.00 0.00 13.27 2.50 0.00 0.00005 5.25 0.00021 0.00 395.00 0.00 13.27 2.635 3.23 ----- 0.00 0.000

SCHED 10 WET STEEL 120 0.19 0 5.25 0.000

16 0.00 395.00 0.00 12.50 1.25 21.31 0.02427 21.90 0.53120 0.00 395.00 0.00 13.03 1.394 21.31 ----- 0.00 0.000


21 0.00 395.00 0.00 13.27 1.25 3.23 0.00074 23.25 0.02225 0.00 395.00 0.00 13.25 1.394 3.23 T 6.00 0.000


25 0.00 395.00 0.00 13.25 1.25 0.00 0.00379 16.90 0.08728 0.00 395.00 0.00 13.16 1.394 7.81 T 6.00 0.000


28 0.00 395.00 0.00 13.16 1.25 0.00 0.00379 9.50 0.05930 0.00 395.00 0.00 13.10 1.394 7.81 T 6.00 0.000


20 0.00 395.00 0.00 13.03 1.25 7.81 0.00379 18.90 0.07230 0.00 395.00 0.00 13.10 1.394 7.81 ----- 0.00 0.000


33 4.90 395.00 17.38 12.59 1.25 13.56 0.01051 8.50 0.08916 0.00 395.00 0.00 12.50 1.394 13.56 ----- 0.00 0.000


34 4.90 395.00 16.63 11.51 1.00 16.31 0.04668 9.25 0.43235 4.90 395.00 16.31 11.08 1.101 16.31 ----- 0.00 0.000





Beg.End.

Node

NodalKFactor

(K)

Elevation(feet)

Spk/HoseDischarge

(gpm)

ResidualPressure

(psi)


C-Value


(fps)

F. L./ft(psi/ft)

FittingsType-Grp

Pipe-Len.Fit-Len.

Tot-Len.(ft)


36 0.00 395.00 0.00 12.49 1.25 4.39 0.00130 3.25 0.00441 0.00 395.00 0.00 12.49 1.394 4.39 ----- 0.00 0.000


36 0.00 395.00 0.00 12.49 1.25 2.45 0.00044 7.25 0.00639 4.90 395.00 17.32 12.50 1.394 2.45 T 6.00 0.000


39 4.90 395.00 17.32 12.50 1.25 17.32 0.02112 4.75 0.10040 4.90 395.00 17.39 12.60 1.394 19.77 ----- 0.00 0.000


41 0.00 395.00 0.00 12.49 1.00 16.30 0.16706 3.50 1.42042 4.90 395.00 16.30 11.07 1.101 32.49 T 5.00 0.000


42 4.90 395.00 16.30 11.07 1.00 14.50 0.71100 3.25 2.31143 4.90 395.00 14.50 8.76 1.101 16.19 ----- 0.00 0.000


45 0.00 395.00 0.00 13.34 2.50 0.00 0.00553 10.90 0.06015 0.00 395.00 0.00 13.28 2.635 40.98 ----- 0.00 0.000

SCHED 10 WET STEEL 120 2.41 0 10.90 0.060

40 4.90 395.00 17.39 12.60 1.25 17.39 0.06788 4.90 0.74045 0.00 395.00 0.00 13.34 1.394 37.16 T 6.00 0.000






Area GroupCode


SprinklerElevation

(feet)

ResidualPressure

(psi)

Flowing Area(ft²)

FlowingDensity

(gpm/ft²)

SprinklerDischarge

(gpm)














Sprinkler Summary










48.71 psi





Pre

ssure

p

si

Flowrate(x100) gpm

5249

44

0

10

20

30

40

50

60

70

80

90

100

2 4 6 8 10 12 14 16 18 20




for



Vancouver, BC

Prepared By:

Ryan Pavey, P.Eng.




604-605-0606

March 7, 2018



General Data


Ltd.Phone:


Project Data






51.86 psi






Beg.End.

Node

NodalKFactor

(K)

Elevation(feet)

Spk/HoseDischarge

(gpm)

ResidualPressure

(psi)


C-Value


(fps)

F. L./ft(psi/ft)

FittingsType-Grp

Pipe-Len.Fit-Len.

Tot-Len.(ft)


1 0.00 333.00 0.00 48.09 6.00 0.00 0.00055 100.00 0.0732 0.00 326.00 0.00 51.05 6.090 133.16 2EG 33.20 -3.031

BlueBrute C900 150 1.47 0 133.20 -2.958

2Backflo

Prev326.00 51.05 133.16

3 3.00 psi 326.00 48.12

3 0.00 326.00 0.00 48.12 4.00 0.00 0.00472 5.00 0.2224 0.00 326.00 0.00 47.90 4.260 133.16 TB 42.00 0.000

SCHED 10 WET STEEL 120 3.00 0 47.00 0.222

4 0.00 326.00 0.00 47.90 4.00 0.00 0.00472 146.00 1.2415 0.00 395.00 0.00 16.78 4.260 133.16 7ET 117.00 29.877

SCHED 10 WET STEEL 120 3.00 0 263.00 31.118

5 0.00 395.00 0.00 16.78 2.50 0.00 0.04896 15.25 2.5586 0.00 395.00 0.00 14.22 2.635 133.16 EBC 37.00 0.000

SCHED 10 WET STEEL 120 7.83 0 52.25 2.558

6 0.00 395.00 0.00 14.22 2.50 0.00 0.00377 9.00 0.0947 0.00 395.00 0.00 14.13 2.635 33.29 T 16.00 0.000

SCHED 10 WET STEEL 120 1.96 0 25.00 0.094

6 0.00 395.00 0.00 14.22 2.50 0.00 0.02876 14.00 0.8638 0.00 395.00 0.00 13.36 2.635 99.88 T 16.00 0.000

SCHED 10 WET STEEL 120 5.88 0 30.00 0.863

7 0.00 395.00 0.00 14.13 1.25 16.86 0.01573 41.60 0.87511 0.00 395.00 0.00 13.25 1.394 16.86 ET 14.00 0.000


7 0.00 395.00 0.00 14.13 1.25 16.42 0.01498 39.90 0.8089 0.00 395.00 0.00 13.32 1.394 16.42 ET 14.00 0.000


8 0.00 395.00 0.00 13.36 1.25 5.07 0.00170 16.90 0.0399 0.00 395.00 0.00 13.32 1.394 5.07 T 6.00 0.000


8 0.00 395.00 0.00 13.36 2.50 0.00 0.02611 3.25 0.08510 0.00 395.00 0.00 13.27 2.635 94.81 ----- 0.00 0.000

SCHED 10 WET STEEL 120 5.58 0 3.25 0.085

9 0.00 395.00 0.00 13.32 1.25 21.49 0.02465 41.30 1.01816 0.00 395.00 0.00 12.30 1.394 21.49 ----- 0.00 0.000





Beg.End.

Node

NodalKFactor

(K)

Elevation(feet)

Spk/HoseDischarge

(gpm)

ResidualPressure

(psi)


C-Value


(fps)

F. L./ft(psi/ft)

FittingsType-Grp

Pipe-Len.Fit-Len.

Tot-Len.(ft)


10 0.00 395.00 0.00 13.27 1.25 3.80 0.00100 15.30 0.02111 0.00 395.00 0.00 13.25 1.394 3.80 T 6.00 0.000


10 0.00 395.00 0.00 13.27 2.50 0.00 0.02421 15.50 0.37512 0.00 395.00 0.00 12.90 2.635 91.01 ----- 0.00 0.000

SCHED 10 WET STEEL 120 5.35 0 15.50 0.375

11 0.00 395.00 0.00 13.25 1.25 20.66 0.02291 15.50 0.35513 0.00 395.00 0.00 12.90 1.394 20.66 ----- 0.00 0.000


12 0.00 395.00 0.00 12.90 1.25 0.79 0.00005 15.30 0.00113 0.00 395.00 0.00 12.90 1.394 0.79 T 6.00 0.000


12 0.00 395.00 0.00 12.90 2.50 0.00 0.02382 5.00 0.11914 0.00 395.00 0.00 12.78 2.635 90.22 ----- 0.00 0.000

SCHED 10 WET STEEL 120 5.31 0 5.00 0.119

13 0.00 395.00 0.00 12.90 1.25 21.45 0.02456 41.75 1.02618 0.00 395.00 0.00 11.87 1.394 21.45 ----- 0.00 0.000


14 0.00 395.00 0.00 12.78 2.50 0.00 0.02382 17.50 0.41715 0.00 395.00 0.00 12.36 2.635 90.22 ----- 0.00 0.000

SCHED 10 WET STEEL 120 5.31 0 17.50 0.417

15 0.00 395.00 0.00 12.36 1.25 6.44 0.00265 16.90 0.06116 0.00 395.00 0.00 12.30 1.394 6.44 T 6.00 0.000


15 0.00 395.00 0.00 12.36 2.50 0.00 0.02077 19.25 0.40017 0.00 395.00 0.00 11.96 2.635 83.77 ----- 0.00 0.000

SCHED 10 WET STEEL 120 4.93 0 19.25 0.400

16 0.00 395.00 0.00 12.30 1.25 27.93 0.04003 21.90 0.87720 0.00 395.00 0.00 11.43 1.394 27.93 ----- 0.00 0.000


17 0.00 395.00 0.00 11.96 1.25 8.33 0.00426 15.30 0.09118 0.00 395.00 0.00 11.87 1.394 8.33 T 6.00 0.000


17 0.00 395.00 0.00 11.96 2.50 0.00 0.01711 2.50 0.04319 0.00 395.00 0.00 11.92 2.635 75.45 ----- 0.00 0.000

SCHED 10 WET STEEL 120 4.44 0 2.50 0.043




Beg.End.

Node

NodalKFactor

(K)

Elevation(feet)

Spk/HoseDischarge

(gpm)

ResidualPressure

(psi)


C-Value


(fps)

F. L./ft(psi/ft)

FittingsType-Grp

Pipe-Len.Fit-Len.

Tot-Len.(ft)


18 0.00 395.00 0.00 11.87 1.25 29.78 0.04506 46.30 2.71725 4.90 395.00 14.83 9.15 1.394 29.78 ET 14.00 0.000


19 0.00 395.00 0.00 11.92 1.25 20.02 0.02160 16.90 0.49520 0.00 395.00 0.00 11.43 1.394 20.02 T 6.00 0.000


19 0.00 395.00 0.00 11.92 2.50 0.00 0.00968 5.25 0.05121 0.00 395.00 0.00 11.87 2.635 55.43 ----- 0.00 0.000

SCHED 10 WET STEEL 120 3.26 0 5.25 0.051

20 0.00 395.00 0.00 11.43 1.25 0.00 0.10877 18.90 2.05630 0.00 395.00 0.00 9.37 1.394 47.95 ----- 0.00 0.000


21 0.00 395.00 0.00 11.87 1.25 15.23 0.14224 9.50 2.20522 4.90 395.00 15.23 9.66 1.394 55.43 T 6.00 0.000


22 4.90 395.00 15.23 9.66 1.25 14.98 0.07849 4.00 0.31423 4.90 395.00 14.98 9.35 1.394 40.20 ----- 0.00 0.000


23 4.90 395.00 14.98 9.35 1.25 14.85 0.03312 5.00 0.16624 4.90 395.00 14.85 9.19 1.394 25.22 ----- 0.00 0.000


24 4.90 395.00 14.85 9.19 1.25 10.36 0.00639 4.75 0.03025 4.90 395.00 14.83 9.15 1.394 10.36 ----- 0.00 0.000


25 4.90 395.00 14.83 9.15 1.00 14.72 0.03863 3.25 0.12626 4.90 395.00 14.72 9.03 1.101 14.72 ----- 0.00 0.000


25 4.90 395.00 14.83 9.15 1.25 10.60 0.00666 7.50 0.09027 4.90 395.00 14.75 9.06 1.394 10.60 T 6.00 0.000


27 4.90 395.00 14.75 9.06 1.25 4.16 0.00118 9.30 0.01128 0.00 395.00 0.00 9.08 1.394 4.16 ----- 0.00 0.000


28 0.00 395.00 0.00 9.08 1.00 14.50 0.03755 3.50 0.31929 4.90 395.00 14.50 8.76 1.101 14.50 T 5.00 0.000





Beg.End.

Node

NodalKFactor

(K)

Elevation(feet)

Spk/HoseDischarge

(gpm)

ResidualPressure

(psi)


C-Value


(fps)

F. L./ft(psi/ft)

FittingsType-Grp

Pipe-Len.Fit-Len.

Tot-Len.(ft)


28 0.00 395.00 0.00 9.08 1.25 0.00 0.01897 9.50 0.29430 0.00 395.00 0.00 9.37 1.394 18.66 T 6.00 0.000


30 0.00 395.00 0.00 9.37 1.00 14.73 0.03867 3.50 0.32931 4.90 395.00 14.73 9.04 1.101 14.73 T 5.00 0.000


30 0.00 395.00 0.00 9.37 1.00 14.56 0.03783 9.30 0.54132 4.90 395.00 14.56 8.83 1.101 14.56 T 5.00 0.000






Area GroupCode


SprinklerElevation

(feet)

ResidualPressure

(psi)

Flowing Area(ft²)

FlowingDensity

(gpm/ft²)

SprinklerDischarge

(gpm)















Sprinkler Summary










48.09 psi





Pre

ssure

p

si

Flowrate(x100) gpm

5249

44

0

10

20

30

40

50

60

70

80

90

100

2 4 6 8 10 12 14 16 18 20



TOWNHOUSE 110 LEVEL 2 WCFire Sprinkler Reports

for



Vancouver, BC

Prepared By:

Ryan Pavey, P.Eng.




604-605-0606

March 7, 2018

Fire - Fire Sprinkler Hydraulics Calculation Program Elite Software Development, Inc.RJ Pavey Townhouse 110 Level 2 WCCoquitlam, BC V3B 0B8 Page 2


General Data

Project Title: Townhouse 110 Level 2 WC Project File Name: Calc-TH 110 Level 2 WC..fiwDesigned By: Ryan Pavey, P.Eng. Date: March 7, 2018Code Reference: VBBL 2014 Approving Agency: City of VancouverClient Name: Pennyfarthing Hillcrest Development

Ltd.Phone:


Project Data






51.72 psi






Beg.End.

Node

NodalKFactor

(K)

Elevation(feet)

Spk/HoseDischarge

(gpm)

ResidualPressure

(psi)


C-Value


(fps)

F. L./ft(psi/ft)

FittingsType-Grp

Pipe-Len.Fit-Len.

Tot-Len.(ft)


1 0.00 333.00 0.00 48.85 6.00 0.00 0.00155 100.00 0.2062 0.00 326.00 0.00 51.68 6.090 233.34 2EG 33.20 -3.031

BlueBrute C900 150 2.57 0 133.20 -2.825

2Backflo

Prev326.00 51.68 237.00

3 3.00 psi 326.00 48.59

3 0.00 326.00 0.00 48.59 4.00 0.00 0.01332 5.00 0.6264 0.00 326.00 0.00 47.96 4.260 233.34 TB 42.00 0.000

SCHED 10 WET STEEL 120 5.25 0 47.00 0.626

4 0.00 326.00 0.00 47.96 4.00 0.00 0.01332 181.50 3.53749 0.00 331.00 0.00 42.26 4.260 233.34 3EBC 84.00 2.165

SCHED 10 WET STEEL 120 5.25 0 265.50 5.702

49 0.00 331.00 0.00 42.26 3.00 0.00 0.04902 12.00 2.01050 0.00 342.00 0.00 35.49 3.260 233.34 ET 29.00 4.763

SCHED 10 WET STEEL 120 8.97 0 41.00 6.773

50 0.00 342.00 0.00 35.49 1.50 0.00 0.08079 3.90 0.96152 0.00 342.00 0.00 34.52 1.598 58.50 T 8.00 0.000


50 0.00 342.00 0.00 35.49 2.00 0.00 0.20390 11.25 6.78053 0.00 342.00 0.00 28.71 2.003 174.85 2E 22.00 0.000


52 0.00 342.00 0.00 34.52 1.50 25.14 0.08079 21.00 3.87857 4.90 352.00 25.14 26.32 1.598 58.50 3E 27.00 4.330


53 0.00 342.00 0.00 28.71 2.00 0.00 0.11568 3.50 0.40554 0.00 342.00 0.00 28.30 2.003 128.71 ----- 0.00 0.000


53 0.00 342.00 0.00 28.71 1.50 0.00 0.05207 11.00 1.45858 0.00 352.00 0.00 22.92 1.598 46.13 ET 17.00 4.330


54 0.00 342.00 0.00 28.30 1.50 20.67 0.01179 19.00 0.63761 5.60 352.00 27.05 23.33 1.598 20.67 3ET 35.00 4.330


54 0.00 342.00 0.00 28.30 2.00 0.00 0.08367 6.25 0.52355 0.00 342.00 0.00 27.78 2.003 108.04 ----- 0.00 0.000





Beg.End.

Node

NodalKFactor

(K)

Elevation(feet)

Spk/HoseDischarge

(gpm)

ResidualPressure

(psi)


C-Value


(fps)

F. L./ft(psi/ft)

FittingsType-Grp

Pipe-Len.Fit-Len.

Tot-Len.(ft)


55 0.00 342.00 0.00 27.78 2.00 0.00 0.03062 8.50 0.26056 0.00 342.00 0.00 27.52 2.003 62.74 ----- 0.00 0.000


55 0.00 342.00 0.00 27.78 1.50 0.00 0.05033 12.00 1.46063 0.00 352.00 0.00 21.99 1.598 45.29 ET 17.00 4.330


56 0.00 342.00 0.00 27.52 1.50 0.00 0.09198 14.25 2.87566 0.00 352.00 0.00 20.31 1.598 62.74 ET 17.00 4.330


57 4.90 352.00 25.14 26.32 1.00 33.36 0.17540 3.00 2.98261 5.60 352.00 27.05 23.33 1.101 33.36 2E 14.00 0.000


58 0.00 352.00 0.00 22.92 1.00 23.02 0.08829 4.60 0.84860 4.90 352.00 23.02 22.07 1.101 23.02 T 5.00 0.000


58 0.00 352.00 0.00 22.92 1.00 23.11 0.08896 2.50 0.66759 4.90 352.00 23.11 22.25 1.101 23.11 T 5.00 0.000


61 5.60 352.00 27.05 23.33 1.50 26.98 0.01930 6.00 0.11662 5.60 352.00 26.98 23.22 1.598 26.98 ----- 0.00 0.000


63 0.00 352.00 0.00 21.99 1.00 22.62 0.08549 2.90 0.67564 4.90 352.00 22.62 21.31 1.101 22.62 T 5.00 0.000


63 0.00 352.00 0.00 21.99 1.00 22.67 0.08584 1.75 0.57965 4.90 352.00 22.67 21.41 1.101 22.67 T 5.00 0.000


66 0.00 352.00 0.00 20.31 1.00 21.77 0.07962 2.25 0.57767 4.90 352.00 21.77 19.74 1.101 21.77 T 5.00 0.000


66 0.00 352.00 0.00 20.31 1.00 0.00 0.25661 3.50 2.18168 0.00 352.00 0.00 18.13 1.101 40.98 T 5.00 0.000


68 0.00 352.00 0.00 18.13 1.00 20.44 0.07088 5.25 0.72769 4.90 352.00 20.44 17.41 1.101 20.44 T 5.00 0.000





Beg.End.

Node

NodalKFactor

(K)

Elevation(feet)

Spk/HoseDischarge

(gpm)

ResidualPressure

(psi)


C-Value


(fps)

F. L./ft(psi/ft)

FittingsType-Grp

Pipe-Len.Fit-Len.

Tot-Len.(ft)


68 0.00 352.00 0.00 18.13 1.00 20.53 0.07147 3.00 0.57270 4.90 352.00 20.53 17.56 1.101 20.53 T 5.00 0.000






Area GroupCode


SprinklerElevation

(feet)

ResidualPressure

(psi)

Flowing Area(ft²)

FlowingDensity

(gpm/ft²)

SprinklerDischarge

(gpm)
















Sprinkler Summary










48.85 psi





Pre

ssure

p

si

Flowrate(x100) gpm

5249

44

0

10

20

30

40

50

60

70

80

90

100

2 4 6 8 10 12 14 16 18 20



TOWNHOUSE 111 LEVEL 2Fire Sprinkler Reports

for



Vancouver, BC

Prepared By:

Ryan Pavey, P.Eng.




604-605-0606

March 7, 2018

Fire - Fire Sprinkler Hydraulics Calculation Program Elite Software Development, Inc.RJ Pavey Townhouse 111 Level 2Coquitlam, BC V3B 0B8 Page 2


General Data

Project Title: Townhouse 111 Level 2 Project File Name: Calc-TH 111 Level 2..fiwDesigned By: Ryan Pavey, P.Eng. Date: March 7, 2018Code Reference: VBBL 2014 Approving Agency: City of VancouverClient Name: Pennyfarthing Hillcrest Development

Ltd.Phone:


Project Data






51.82 psi






Beg.End.

Node

NodalKFactor

(K)

Elevation(feet)

Spk/HoseDischarge

(gpm)

ResidualPressure

(psi)


C-Value


(fps)

F. L./ft(psi/ft)

FittingsType-Grp

Pipe-Len.Fit-Len.

Tot-Len.(ft)


1 0.00 333.00 0.00 45.23 6.00 0.00 0.00076 100.00 0.1012 0.00 326.00 0.00 48.16 6.090 158.80 2EG 33.20 -3.031

BlueBrute C900 150 1.75 0 133.20 -2.930

2Backflo

Prev326.00 48.16 159.01

3 3.00 psi 326.00 45.14

3 0.00 326.00 0.00 45.14 4.00 0.00 0.00654 5.00 0.3074 0.00 326.00 0.00 44.83 4.260 158.80 TB 42.00 0.000

SCHED 10 WET STEEL 120 3.57 0 47.00 0.307

4 0.00 326.00 0.00 44.83 4.00 0.00 0.00654 181.50 1.73549 0.00 331.00 0.00 40.93 4.260 158.80 3EBC 84.00 2.165

SCHED 10 WET STEEL 120 3.57 0 265.50 3.900

49 0.00 331.00 0.00 40.93 3.00 0.00 0.02405 12.00 0.98650 0.00 342.00 0.00 35.18 3.260 158.80 ET 29.00 4.763

SCHED 10 WET STEEL 120 6.10 0 41.00 5.749

50 0.00 342.00 0.00 35.18 2.00 0.00 0.17063 2.75 2.17671 0.00 342.00 0.00 33.01 2.003 158.80 T 10.00 0.000


71 0.00 342.00 0.00 33.01 2.00 0.00 0.17063 5.50 2.64572 0.00 342.00 0.00 30.36 2.003 158.80 T 10.00 0.000


72 0.00 342.00 0.00 30.36 2.00 0.00 0.12750 5.00 0.63773 0.00 342.00 0.00 29.73 2.003 135.66 ----- 0.00 0.000


72 0.00 342.00 0.00 30.36 1.00 23.18 0.08917 24.00 3.65676 4.90 352.00 23.18 22.38 1.101 23.14 E2T 17.00 4.330


73 0.00 342.00 0.00 29.73 2.00 0.00 0.06407 9.60 0.61574 0.00 342.00 0.00 29.11 2.003 93.53 ----- 0.00 0.000


73 0.00 342.00 0.00 29.73 1.00 0.00 0.27016 11.00 6.21477 0.00 352.00 0.00 19.18 1.101 42.13 ET 12.00 4.330


74 0.00 342.00 0.00 29.11 2.00 0.00 0.02172 8.50 0.18575 0.00 342.00 0.00 28.93 2.003 52.12 ----- 0.00 0.000





Beg.End.

Node

NodalKFactor

(K)

Elevation(feet)

Spk/HoseDischarge

(gpm)

ResidualPressure

(psi)


C-Value


(fps)

F. L./ft(psi/ft)

FittingsType-Grp

Pipe-Len.Fit-Len.

Tot-Len.(ft)


74 0.00 342.00 0.00 29.11 1.00 0.00 0.26158 12.25 6.34380 0.00 352.00 0.00 18.44 1.101 41.40 ET 12.00 4.330


75 0.00 342.00 0.00 28.93 1.00 0.00 0.40048 14.25 10.51383 0.00 352.00 0.00 14.08 1.101 52.12 ET 12.00 4.330


77 0.00 352.00 0.00 19.18 1.00 21.06 0.07465 4.60 0.71778 4.90 352.00 21.06 18.47 1.101 21.02 T 5.00 0.000


77 0.00 352.00 0.00 19.18 1.00 21.14 0.07522 2.50 0.56479 4.90 352.00 21.14 18.62 1.101 21.11 T 5.00 0.000


80 0.00 352.00 0.00 18.44 1.00 20.71 0.07240 2.90 0.57281 4.90 352.00 20.71 17.87 1.101 20.68 T 5.00 0.000


80 0.00 352.00 0.00 18.44 1.00 20.76 0.07271 1.75 0.49182 4.90 352.00 20.76 17.95 1.101 20.73 T 5.00 0.000


83 0.00 352.00 0.00 14.08 1.00 18.12 0.05654 2.25 0.41084 4.90 352.00 18.12 13.67 1.101 18.09 T 5.00 0.000


83 0.00 352.00 0.00 14.08 1.00 0.00 0.18198 3.50 1.54785 0.00 352.00 0.00 12.54 1.101 34.03 T 5.00 0.000


85 0.00 352.00 0.00 12.54 1.00 17.00 0.04889 5.25 0.50186 4.90 352.00 17.00 12.04 1.101 16.72 T 5.00 0.000


85 0.00 352.00 0.00 12.54 1.00 17.07 0.05061 3.00 0.40587 4.90 352.00 17.07 12.13 1.101 17.04 T 5.00 0.000






Area GroupCode


SprinklerElevation

(feet)

ResidualPressure

(psi)

Flowing Area(ft²)

FlowingDensity

(gpm/ft²)

SprinklerDischarge

(gpm)














Sprinkler Summary










45.23 psi





Pre

ssure

p

si

Flowrate(x100) gpm

5249

44

0

10

20

30

40

50

60

70

80

90

100

2 4 6 8 10 12 14 16 18 20



Lot Subdivision Block

Plan

City: Postal Code

Residual pressure for Igpm flow at street intersection

Email: [email protected]

Node Number:

Max. Day Demand Static psi

Max. Day Demand Residual Pressure in City Main: psi at the flow of Igpm

Calculated by:

Pressure is from the proposed 300 mm water main

on Cambie from W 33rd to W 37th Ave..

Comments:

V6C 3J3Vancouver, BC Fax Number:

Waterworks Design is located at 320 - 507 West Broadway, Vancouver, B.C. V5Z 0B4

52

Cardinal Engineering Ltd.Name of Business (Applicant)

Suite 604, 610 Granville StreetAddress of Business

Revised on September 1/16 by JR.

The City does not guarantee or warrant that these pressures will be maintained under all circumstances.

Design Information

33289

( Provide Fax Number if Fax is requested)

Telephone: 604.873.7380, FAX 604.871.6190

1000

The above pressure information is for street intersection at

Francis Ang

Cambie St. & W. 35th Ave.

49 1000

Service charges are $36 per request, which are billed at a later date to applicant (overdue payments will result in service termination)

Service charges are subject to change without notice

Date: 6-Mar-18

604-329-8050

District Lot

Property Street Address:

Water Flow and Pressure Information

Telephone No.

Applicant Information (Complete the entire section)

Legal Description:

Contact Name Ryan Pavey, P.Eng.

5058 Cambie Street

hydraulic calculations for basalt 5058 cambie …...fire - fire sprinkler hydraulics calculation...

Documents