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.

100-1450 Creekside Drive

Vancouver, BC

Prepared By:

Ryan Pavey, P.Eng.

Cardinal Engineering Ltd.

Suite 709, 610 Granville Street

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 - Fire Sprinkler Hydraulics Calculation Program Elite Software Development, Inc.RJ Pavey ParkadeCoquitlam, BC V3B 0B8 Page 3

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

Fire - Fire Sprinkler Hydraulics Calculation Program Elite Software Development, Inc.RJ Pavey ParkadeCoquitlam, BC V3B 0B8 Page 4

Fire Sprinkler Output Data

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

7 14.00 331.00 21.09 400.00 0.161 64.29Sub Totals For Non-Group 400.00 0.161 64.29

8 14.00 331.00 23.98 400.00 0.171 68.56Sub Totals For Non-Group 400.00 0.171 68.56

11 14.00 331.00 23.75 400.00 0.171 68.23Sub Totals For Non-Group 400.00 0.171 68.23

12 14.00 331.00 21.16 400.00 0.161 64.40Sub Totals For Non-Group 400.00 0.161 64.40

13 14.00 331.00 18.37 400.00 0.150 60.00Sub Totals For Non-Group 400.00 0.150 60.00

Totals For All Groups 2400.00 0.164 393.42

Fire - Fire Sprinkler Hydraulics Calculation Program Elite Software Development, Inc.RJ Pavey ParkadeCoquitlam, BC V3B 0B8 Page 5

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

Fire - Fire Sprinkler Hydraulics Calculation Program Elite Software Development, Inc.RJ Pavey ParkadeCoquitlam, BC V3B 0B8 Page 6

Fire Sprinkler Output Data

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

Pennyfarthing Hillcrest Development Ltd.

100-1450 Creekside Drive

Vancouver, BC

Prepared By:

Ryan Pavey, P.Eng.

Cardinal Engineering Ltd.

Suite 709, 610 Granville Street

Vancouver, BC, V6C 3T3

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 Project Data Report

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:

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: 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

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: 490.77 gpm Calculated Inflow Residual Pressure: 47.50 psiAvailable Residual Pressure At System Flow:

51.43 psi

Calculation Project Data

Calculation Mode: DemandHMD Minimum Residual Pressure: 7.00 psi Minimum Desired Flow Density: 0.10 gpm/ft²Number Of Active Nodes: 26Number Of Active Pipes: 25 Number Of Inactive Pipes: 0Number Of Active Sprinklers: 14 Number Of Inactive Sprinklers: 0

Fire - Fire Sprinkler Hydraulics Calculation Program Elite Software Development, Inc.RJ Pavey Level 1 Amenity WCCoquitlam, BC V3B 0B8 Page 3

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 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

Fire - Fire Sprinkler Hydraulics Calculation Program Elite Software Development, Inc.RJ Pavey Level 1 Amenity WCCoquitlam, BC V3B 0B8 Page 4

Fire Sprinkler Output Data

Overall Pipe Output Data (cont'd)

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)

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

Fire - Fire Sprinkler Hydraulics Calculation Program Elite Software Development, Inc.RJ Pavey Level 1 Amenity WCCoquitlam, BC V3B 0B8 Page 5

Fire Sprinkler Output Data

Overall Pipe Output Data (cont'd)

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)

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

Fire - Fire Sprinkler Hydraulics Calculation Program Elite Software Development, Inc.RJ Pavey Level 1 Amenity WCCoquitlam, BC V3B 0B8 Page 6

Fire Sprinkler Output Data

Overall Sprinkler Output Data

FlowingSprinklerNode No.

Area GroupCode

SprinklerKFactor (K)

SprinklerElevation

(feet)

ResidualPressure

(psi)

Flowing Area(ft²)

FlowingDensity

(gpm/ft²)

SprinklerDischarge

(gpm)

9 5.60 342.00 24.19 225.00 0.122 27.55Sub Totals For Non-Group 225.00 0.122 27.55

10 5.60 342.00 23.75 225.00 0.121 27.29Sub Totals For Non-Group 225.00 0.121 27.29

11 5.60 342.00 22.09 225.00 0.117 26.32Sub Totals For Non-Group 225.00 0.117 26.32

13 5.60 342.00 25.55 225.00 0.126 28.30Sub Totals For Non-Group 225.00 0.126 28.30

14 5.60 342.00 24.49 225.00 0.123 27.71Sub Totals For Non-Group 225.00 0.123 27.71

16 5.60 342.00 25.92 225.00 0.127 28.51Sub Totals For Non-Group 225.00 0.127 28.51

17 5.60 342.00 24.12 225.00 0.122 27.50Sub Totals For Non-Group 225.00 0.122 27.50

19 5.60 342.00 26.47 270.00 0.107 28.81Sub Totals For Non-Group 270.00 0.107 28.81

20 5.60 342.00 26.42 270.00 0.107 28.79Sub Totals For Non-Group 270.00 0.107 28.79

22 5.60 342.00 23.22 270.00 0.100 26.98Sub Totals For Non-Group 270.00 0.100 26.98

23 5.60 342.00 23.29 270.00 0.100 27.02Sub Totals For Non-Group 270.00 0.100 27.02

24 5.60 342.00 26.52 270.00 0.107 28.84Sub Totals For Non-Group 270.00 0.107 28.84

25 5.60 342.00 26.48 270.00 0.107 28.82Sub Totals For Non-Group 270.00 0.107 28.82

26 5.60 342.00 25.59 270.00 0.105 28.33Sub Totals For Non-Group 270.00 0.105 28.33

Totals For All Groups 3465.00 0.113 390.77

Fire - Fire Sprinkler Hydraulics Calculation Program Elite Software Development, Inc.RJ Pavey Level 1 Amenity WCCoquitlam, BC V3B 0B8 Page 7

Fire Sprinkler Output Summary

Hydraulically Most Demanding Sprinkler Node

HMD Sprinkler Node Number: 11HMD Actual Residual Pressure: 22.09 psiHMD Actual GPM: 26.32 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

Flow Velocity And Imbalance Summary

Maximum Flow Velocity ( In Pipe 15 - 17 ) 11.77 ft/secMaximum Velocity Pressure ( In Pipe 15 - 17 ) 0.93 psi

Allowable Maximum Nodal Pressure Imbalance: 0.1000 psiActual Maximum Nodal Pressure Imbalance: 0.0666 psiActual Average Nodal Pressure Imbalance: 0.0051 psiActual Maximum Nodal Flow Imbalance: 4.6397 gpmActual Average Nodal Flow Imbalance: 0.3571 gpm

Overall Network Summary

Number Of Unique Pipe Sections: 25Number Of Flowing Sprinklers: 14

Pipe System Water Volume: 275.11 gal

Sprinkler Flow: 390.77 gpmNon-Sprinkler Flow: 0.00 gpmDemand Flow Excluding Exterior Hose Flow: 390.77 gpmExterior Hose Flow: 100.00 gpm

Minimum Required Residual Pressure At System Inflow Node:

47.50 psi

Demand Flow At System Inflow Node: 490.77 gpm

Fire - Fire Sprinkler Hydraulics Calculation Program Elite Software Development, Inc.RJ Pavey Level 1 Amenity WCCoquitlam, BC V3B 0B8 Page 8

Fire Sprinkler Output Data

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: 47.50 psiCalculated Flow Rate: 490.77 gpmExterior Hose Flow: 100.00 gpmExcess Available Residual Pressure At Calculated Flow: 3.93 psiPressure Required For First Sprinkler Downstream From Inflow Node To Flow: 6.90 psi

LEVEL 1 UNIT 105 WCFire Sprinkler Reports

for

Pennyfarthing Hillcrest Development Ltd.

100-1450 Creekside Drive

Vancouver, BC

Prepared By:

Ryan Pavey, P.Eng.

Cardinal Engineering Ltd.

Suite 709, 610 Granville Street

Vancouver, BC, V6C 3T3

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 Project Data Report

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:

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: Light Hazard Sprinkler System Type: WetDesign Area Of Water Application: 253 ft² Maximum Area Per Sprinkler: 170 ft²Default Sprinkler K-Factor: 4.90 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

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: 272.48 gpm Calculated Inflow Residual Pressure: 48.13 psiAvailable Residual Pressure At System Flow:

51.81 psi

Calculation Project Data

Calculation Mode: DemandHMD Minimum Residual Pressure: 7.00 psi Minimum Desired Flow Density: 0.10 gpm/ft²Number Of Active Nodes: 21Number Of Active Pipes: 20 Number Of Inactive Pipes: 0Number Of Active Sprinklers: 7 Number Of Inactive Sprinklers: 0

Fire - Fire Sprinkler Hydraulics Calculation Program Elite Software Development, Inc.RJ Pavey Level 1 Unit 105 WCCoquitlam, BC V3B 0B8 Page 3

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 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

BLAZEMASTER CPVC 150 17.56 0 26.00 5.168

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

BLAZEMASTER CPVC 150 17.56 0 31.50 6.262

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

BLAZEMASTER CPVC 150 15.86 0 8.90 2.952

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

BLAZEMASTER CPVC 150 12.77 0 1.60 0.176

Fire - Fire Sprinkler Hydraulics Calculation Program Elite Software Development, Inc.RJ Pavey Level 1 Unit 105 WCCoquitlam, BC V3B 0B8 Page 4

Fire Sprinkler Output Data

Overall Pipe Output Data (cont'd)

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)

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

BLAZEMASTER CPVC 150 7.89 0 5.60 0.510

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

BLAZEMASTER CPVC 150 8.64 0 39.90 2.782

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

BLAZEMASTER CPVC 150 7.27 0 1.30 0.050

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

BLAZEMASTER CPVC 150 4.32 0 6.00 0.116

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

BLAZEMASTER CPVC 150 14.52 0 10.50 2.957

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

BLAZEMASTER CPVC 150 4.52 0 26.00 0.547

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

BLAZEMASTER CPVC 150 7.79 0 9.50 0.845

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

BLAZEMASTER CPVC 150 6.73 0 7.00 0.475

Fire - Fire Sprinkler Hydraulics Calculation Program Elite Software Development, Inc.RJ Pavey Level 1 Unit 105 WCCoquitlam, BC V3B 0B8 Page 5

Fire Sprinkler Output Data

Overall Sprinkler Output Data

FlowingSprinklerNode No.

Area GroupCode

SprinklerKFactor (K)

SprinklerElevation

(feet)

ResidualPressure

(psi)

Flowing Area(ft²)

FlowingDensity

(gpm/ft²)

SprinklerDischarge

(gpm)

32 4.90 342.00 23.33 170.00 0.139 23.67Sub Totals For Non-Group 170.00 0.139 23.67

33 4.90 342.00 22.82 170.00 0.138 23.41Sub Totals For Non-Group 170.00 0.138 23.41

35 5.60 342.00 23.32 270.00 0.100 27.05Sub Totals For Non-Group 270.00 0.100 27.05

36 5.60 342.00 23.21 270.00 0.100 26.98Sub Totals For Non-Group 270.00 0.100 26.98

39 4.90 342.00 22.25 170.00 0.136 23.11Sub Totals For Non-Group 170.00 0.136 23.11

40 4.20 342.00 22.62 140.00 0.143 19.98Sub Totals For Non-Group 140.00 0.143 19.98

41 5.60 342.00 25.51 270.00 0.105 28.28Sub Totals For Non-Group 270.00 0.105 28.28

Totals For All Groups 1460.00 0.118 172.47

Fire - Fire Sprinkler Hydraulics Calculation Program Elite Software Development, Inc.RJ Pavey Level 1 Unit 105 WCCoquitlam, BC V3B 0B8 Page 6

Fire Sprinkler Output Summary

Hydraulically Most Demanding Sprinkler Node

HMD Sprinkler Node Number: 39HMD Actual Residual Pressure: 22.25 psiHMD Actual GPM: 23.11 gpm

Sprinkler Summary

Sprinkler System Type: Wet Specified Area Of Application: 253.00 ft²Minimum Desired Density: 0.100 gpm/ft²Application Average Density: 0.682 gpm/ft²Application Average Area Per Sprinkler: 36.14 ft²Sprinkler Flow: 172.47 gpmAverage Sprinkler Flow: 24.64 gpm

Flow Velocity And Imbalance Summary

Maximum Flow Velocity ( In Pipe 30 - 31 ) 17.56 ft/secMaximum Velocity Pressure ( In Pipe 30 - 31 ) 2.08 psi

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

Overall Network Summary

Number Of Unique Pipe Sections: 20Number Of Flowing Sprinklers: 7

Pipe System Water Volume: 311.11 gal

Sprinkler Flow: 172.47 gpmNon-Sprinkler Flow: 0.00 gpmDemand Flow Excluding Exterior Hose Flow: 172.47 gpmExterior Hose Flow: 100.00 gpm

Minimum Required Residual Pressure At System Inflow Node:

48.13 psi

Demand Flow At System Inflow Node: 272.48 gpm

Fire - Fire Sprinkler Hydraulics Calculation Program Elite Software Development, Inc.RJ Pavey Level 1 Unit 105 WCCoquitlam, BC V3B 0B8 Page 7

Fire Sprinkler Output Data

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: 48.13 psiCalculated Flow Rate: 272.48 gpmExterior Hose Flow: 100.00 gpmExcess Available Residual Pressure At Calculated Flow: 3.67 psiPressure Required For First Sprinkler Downstream From Inflow Node To Flow: 6.90 psi

LEVEL 2 UNIT 210 WCFire Sprinkler Reports

for

Pennyfarthing Hillcrest Development Ltd.

100-1450 Creekside Drive

Vancouver, BC

Prepared By:

Ryan Pavey, P.Eng.

Cardinal Engineering Ltd.

Suite 709, 610 Granville Street

Vancouver, BC, V6C 3T3

604-605-0606

March 7, 2018

Fire - Fire Sprinkler Hydraulics Calculation Program Elite Software Development, Inc.RJ Pavey Level 2 Unit 210 WCCoquitlam, BC V3B 0B8 Page 2

General Project Data Report

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:

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: Light Hazard Sprinkler System Type: WetDesign Area Of Water Application: 380 ft² Maximum Area Per Sprinkler: 170 ft²Default Sprinkler K-Factor: 4.90 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

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: 331.47 gpm Calculated Inflow Residual Pressure: 48.02 psiAvailable Residual Pressure At System Flow:

51.72 psi

Calculation Project Data

Calculation Mode: DemandHMD Minimum Residual Pressure: 7.00 psi Minimum Desired Flow Density: 0.10 gpm/ft²Number Of Active Nodes: 40Number Of Active Pipes: 48 Number Of Inactive Pipes: 0Number Of Active Sprinklers: 9 Number Of Inactive Sprinklers: 0

Fire - Fire Sprinkler Hydraulics Calculation Program Elite Software Development, Inc.RJ Pavey Level 2 Unit 210 WCCoquitlam, BC V3B 0B8 Page 3

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 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

BLAZEMASTER CPVC 150 11.72 0 13.25 1.247

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

BLAZEMASTER CPVC 150 3.22 0 9.90 0.111

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

BLAZEMASTER CPVC 150 4.08 0 14.00 0.243

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

BLAZEMASTER CPVC 150 9.10 0 17.00 1.532

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

BLAZEMASTER CPVC 150 7.25 0 8.25 0.643

Fire - Fire Sprinkler Hydraulics Calculation Program Elite Software Development, Inc.RJ Pavey Level 2 Unit 210 WCCoquitlam, BC V3B 0B8 Page 4

Fire Sprinkler Output Data

Overall Pipe Output Data (cont'd)

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)

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

BLAZEMASTER CPVC 150 8.87 0 51.75 3.783

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

BLAZEMASTER CPVC 150 4.43 0 6.00 0.121

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

BLAZEMASTER CPVC 150 8.25 0 22.90 1.126

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

BLAZEMASTER CPVC 150 5.50 0 6.00 0.139

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

BLAZEMASTER CPVC 150 2.75 0 6.00 0.039

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

BLAZEMASTER CPVC 150 5.64 0 17.75 0.562

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

BLAZEMASTER CPVC 150 5.97 0 25.00 0.675

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

BLAZEMASTER CPVC 150 8.25 0 64.00 3.148

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

BLAZEMASTER CPVC 150 2.64 0 26.00 0.155

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

BLAZEMASTER CPVC 150 3.59 0 59.25 0.625

Fire - Fire Sprinkler Hydraulics Calculation Program Elite Software Development, Inc.RJ Pavey Level 2 Unit 210 WCCoquitlam, BC V3B 0B8 Page 5

Fire Sprinkler Output Data

Overall Pipe Output Data (cont'd)

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)

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

BLAZEMASTER CPVC 150 2.58 0 21.00 0.183

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

BLAZEMASTER CPVC 150 3.59 0 32.25 0.443

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

BLAZEMASTER CPVC 150 1.07 0 22.00 0.037

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

BLAZEMASTER CPVC 150 1.49 0 34.25 0.092

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

BLAZEMASTER CPVC 150 0.60 0 22.00 0.013

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

BLAZEMASTER CPVC 150 0.68 0 29.00 0.018

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

BLAZEMASTER CPVC 150 1.18 0 21.00 0.043

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

BLAZEMASTER CPVC 150 1.63 0 40.60 0.129

Fire - Fire Sprinkler Hydraulics Calculation Program Elite Software Development, Inc.RJ Pavey Level 2 Unit 210 WCCoquitlam, BC V3B 0B8 Page 6

Fire Sprinkler Output Data

Overall Pipe Output Data (cont'd)

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)

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

BLAZEMASTER CPVC 150 0.53 0 22.00 0.010

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

BLAZEMASTER CPVC 150 0.22 0 23.00 0.002

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

BLAZEMASTER CPVC 150 0.18 0 53.25 0.003

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

BLAZEMASTER CPVC 150 0.72 0 14.50 0.012

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

BLAZEMASTER CPVC 150 0.22 0 10.90 0.001

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

BLAZEMASTER CPVC 150 0.50 0 21.00 0.009

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

BLAZEMASTER CPVC 150 0.73 0 30.25 0.022

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

BLAZEMASTER CPVC 150 0.35 0 42.75 0.008

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

BLAZEMASTER CPVC 150 8.25 0 27.60 1.357

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

BLAZEMASTER CPVC 150 9.06 0 1.25 0.073

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

BLAZEMASTER CPVC 150 8.59 0 10.50 1.120

Fire - Fire Sprinkler Hydraulics Calculation Program Elite Software Development, Inc.RJ Pavey Level 2 Unit 210 WCCoquitlam, BC V3B 0B8 Page 7

Fire Sprinkler Output Data

Overall Sprinkler Output Data

FlowingSprinklerNode No.

Area GroupCode

SprinklerKFactor (K)

SprinklerElevation

(feet)

ResidualPressure

(psi)

Flowing Area(ft²)

FlowingDensity

(gpm/ft²)

SprinklerDischarge

(gpm)

9 4.20 352.00 26.91 140.00 0.156 21.79Sub Totals For Non-Group 140.00 0.156 21.79

12 4.20 352.00 26.26 140.00 0.154 21.52Sub Totals For Non-Group 140.00 0.154 21.52

14 5.60 352.00 24.54 270.00 0.103 27.74Sub Totals For Non-Group 270.00 0.103 27.74

15 5.60 352.00 24.42 270.00 0.103 27.68Sub Totals For Non-Group 270.00 0.103 27.68

17 5.60 352.00 23.39 270.00 0.100 27.08Sub Totals For Non-Group 270.00 0.100 27.08

18 5.60 352.00 23.25 270.00 0.100 27.00Sub Totals For Non-Group 270.00 0.100 27.00

19 5.60 352.00 23.21 270.00 0.100 26.98Sub Totals For Non-Group 270.00 0.100 26.98

46 4.90 352.00 28.51 170.00 0.154 26.16Sub Totals For Non-Group 170.00 0.154 26.16

48 4.90 352.00 27.08 170.00 0.150 25.50Sub Totals For Non-Group 170.00 0.150 25.50

Totals For All Groups 1970.00 0.117 231.46

Fire - Fire Sprinkler Hydraulics Calculation Program Elite Software Development, Inc.RJ Pavey Level 2 Unit 210 WCCoquitlam, BC V3B 0B8 Page 8

Fire Sprinkler Output Summary

Hydraulically Most Demanding Sprinkler Node

HMD Sprinkler Node Number: 19HMD Actual Residual Pressure: 23.21 psiHMD Actual GPM: 26.98 gpm

Sprinkler Summary

Sprinkler System Type: Wet Specified Area Of Application: 380.00 ft²Minimum Desired Density: 0.100 gpm/ft²Application Average Density: 0.609 gpm/ft²Application Average Area Per Sprinkler: 42.22 ft²Sprinkler Flow: 231.46 gpmAverage Sprinkler Flow: 25.72 gpm

Flow Velocity And Imbalance Summary

Maximum Flow Velocity ( In Pipe 7 - 46 ) 11.72 ft/secMaximum Velocity Pressure ( In Pipe 7 - 46 ) 0.92 psi

Allowable Maximum Nodal Pressure Imbalance: 0.1000 psiActual Maximum Nodal Pressure Imbalance: 0.0879 psiActual Average Nodal Pressure Imbalance: 0.0044 psiActual Maximum Nodal Flow Imbalance: -3.6203 gpmActual Average Nodal Flow Imbalance: 0.1816 gpm

Overall Network Summary

Number Of Unique Pipe Sections: 48Number Of Flowing Sprinklers: 9

Pipe System Water Volume: 338.65 gal

Sprinkler Flow: 231.46 gpmNon-Sprinkler Flow: 0.00 gpmDemand Flow Excluding Exterior Hose Flow: 231.46 gpmExterior Hose Flow: 100.00 gpm

Minimum Required Residual Pressure At System Inflow Node:

48.02 psi

Demand Flow At System Inflow Node: 331.47 gpm

Fire - Fire Sprinkler Hydraulics Calculation Program Elite Software Development, Inc.RJ Pavey Level 2 Unit 210 WCCoquitlam, BC V3B 0B8 Page 9

Fire Sprinkler Output Data

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: 48.02 psiCalculated Flow Rate: 331.47 gpmExterior Hose Flow: 100.00 gpmExcess Available Residual Pressure At Calculated Flow: 3.71 psiPressure Required For First Sprinkler Downstream From Inflow Node To Flow: 11.23 psi

LEVEL 3 UNIT 304Fire Sprinkler Reports

for

Pennyfarthing Hillcrest Development Ltd.

100-1450 Creekside Drive

Vancouver, BC

Prepared By:

Ryan Pavey, P.Eng.

Cardinal Engineering Ltd.

Suite 709, 610 Granville Street

Vancouver, BC, V6C 3T3

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 Project Data Report

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:

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: Light Hazard Sprinkler System Type: WetDesign Area Of Water Application: 539 ft² Maximum Area Per Sprinkler: 145 ft²Default Sprinkler K-Factor: 4.90 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

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: 254.12 gpm Calculated Inflow Residual Pressure: 47.42 psiAvailable Residual Pressure At System Flow:

51.83 psi

Calculation Project Data

Calculation Mode: DemandHMD Minimum Residual Pressure: 7.00 psi Minimum Desired Flow Density: 0.10 gpm/ft²Number Of Active Nodes: 37Number Of Active Pipes: 46 Number Of Inactive Pipes: 0Number Of Active Sprinklers: 8 Number Of Inactive Sprinklers: 0

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

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 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

BLAZEMASTER CPVC 150 6.25 0 10.50 0.471

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

BLAZEMASTER CPVC 150 2.95 0 71.25 0.800

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

BLAZEMASTER CPVC 150 3.29 0 75.75 1.040

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

BLAZEMASTER CPVC 150 1.81 0 21.00 0.095

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

Fire - Fire Sprinkler Hydraulics Calculation Program Elite Software Development, Inc.RJ Pavey Level 3 Unit 304Coquitlam, BC V3B 0B8 Page 4

Fire Sprinkler Output Data

Overall Pipe Output Data (cont'd)

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)

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

BLAZEMASTER CPVC 150 4.76 0 30.25 0.822

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

BLAZEMASTER CPVC 150 1.28 0 22.00 0.052

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

BLAZEMASTER CPVC 150 4.57 0 32.25 0.813

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

BLAZEMASTER CPVC 150 1.31 0 21.00 0.053

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

BLAZEMASTER CPVC 150 6.08 0 38.60 1.646

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

BLAZEMASTER CPVC 150 0.11 0 22.00 0.001

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

BLAZEMASTER CPVC 150 4.47 0 27.00 0.651

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

BLAZEMASTER CPVC 150 0.04 0 22.00 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

Fire - Fire Sprinkler Hydraulics Calculation Program Elite Software Development, Inc.RJ Pavey Level 3 Unit 304Coquitlam, BC V3B 0B8 Page 5

Fire Sprinkler Output Data

Overall Pipe Output Data (cont'd)

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)

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

BLAZEMASTER CPVC 150 4.51 0 21.00 0.515

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

BLAZEMASTER CPVC 150 5.29 0 21.00 0.693

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

BLAZEMASTER CPVC 150 11.37 0 28.25 3.839

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

BLAZEMASTER CPVC 150 2.70 0 22.00 0.209

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

BLAZEMASTER CPVC 150 7.20 0 48.25 2.818

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

BLAZEMASTER CPVC 150 13.83 0 14.50 2.830

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

BLAZEMASTER CPVC 150 10.92 0 9.25 1.167

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

BLAZEMASTER CPVC 150 2.91 0 16.90 0.184

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

BLAZEMASTER CPVC 150 6.37 0 5.50 0.256

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

BLAZEMASTER CPVC 150 1.86 0 6.50 0.031

Fire - Fire Sprinkler Hydraulics Calculation Program Elite Software Development, Inc.RJ Pavey Level 3 Unit 304Coquitlam, BC V3B 0B8 Page 6

Fire Sprinkler Output Data

Overall Pipe Output Data (cont'd)

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)

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

BLAZEMASTER CPVC 150 13.22 0 10.00 1.798

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

BLAZEMASTER CPVC 150 12.88 0 9.30 2.099

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

BLAZEMASTER CPVC 150 5.19 0 1.00 0.032

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

BLAZEMASTER CPVC 150 6.42 0 3.00 0.187

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

BLAZEMASTER CPVC 150 6.85 0 11.60 0.617

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

BLAZEMASTER CPVC 150 3.40 0 25.75 0.376

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

BLAZEMASTER CPVC 150 1.66 0 16.90 0.065

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

BLAZEMASTER CPVC 150 6.81 0 6.00 0.417

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

BLAZEMASTER CPVC 150 6.73 0 12.00 0.815

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

BLAZEMASTER CPVC 150 10.11 0 27.75 3.034

Fire - Fire Sprinkler Hydraulics Calculation Program Elite Software Development, Inc.RJ Pavey Level 3 Unit 304Coquitlam, BC V3B 0B8 Page 7

Fire Sprinkler Output Data

Overall Sprinkler Output Data

FlowingSprinklerNode No.

Area GroupCode

SprinklerKFactor (K)

SprinklerElevation

(feet)

ResidualPressure

(psi)

Flowing Area(ft²)

FlowingDensity

(gpm/ft²)

SprinklerDischarge

(gpm)

26 4.90 361.50 19.49 145.00 0.149 21.63Sub Totals For Non-Group 145.00 0.149 21.63

27 4.90 361.50 19.24 145.00 0.148 21.49Sub Totals For Non-Group 145.00 0.148 21.49

30 4.90 361.50 15.31 145.00 0.132 19.17Sub Totals For Non-Group 145.00 0.132 19.17

31 4.90 361.50 15.12 145.00 0.131 19.06Sub Totals For Non-Group 145.00 0.131 19.06

33 4.00 361.50 16.76 162.00 0.101 16.38Sub Totals For Non-Group 162.00 0.101 16.38

34 4.00 361.50 16.38 162.00 0.100 16.19Sub Totals For Non-Group 162.00 0.100 16.19

36 4.90 361.50 17.03 145.00 0.139 20.22Sub Totals For Non-Group 145.00 0.139 20.22

37 4.90 361.50 16.63 145.00 0.138 19.98Sub Totals For Non-Group 145.00 0.138 19.98

Totals For All Groups 1194.00 0.129 154.12

Fire - Fire Sprinkler Hydraulics Calculation Program Elite Software Development, Inc.RJ Pavey Level 3 Unit 304Coquitlam, BC V3B 0B8 Page 8

Fire Sprinkler Output Summary

Hydraulically Most Demanding Sprinkler Node

HMD Sprinkler Node Number: 31HMD Actual Residual Pressure: 15.12 psiHMD Actual GPM: 19.06 gpm

Sprinkler Summary

Sprinkler System Type: Wet Specified Area Of Application: 539.00 ft²Minimum Desired Density: 0.100 gpm/ft²Application Average Density: 0.286 gpm/ft²Application Average Area Per Sprinkler: 67.38 ft²Sprinkler Flow: 154.12 gpmAverage Sprinkler Flow: 19.26 gpm

Flow Velocity And Imbalance Summary

Maximum Flow Velocity ( In Pipe 24 - 25 ) 13.83 ft/secMaximum Velocity Pressure ( In Pipe 24 - 25 ) 1.29 psi

Allowable Maximum Nodal Pressure Imbalance: 0.1000 psiActual Maximum Nodal Pressure Imbalance: 0.0573 psiActual Average Nodal Pressure Imbalance: 0.0032 psiActual Maximum Nodal Flow Imbalance: -1.5775 gpmActual Average Nodal Flow Imbalance: 0.0857 gpm

Overall Network Summary

Number Of Unique Pipe Sections: 46Number Of Flowing Sprinklers: 8

Pipe System Water Volume: 305.98 gal

Sprinkler Flow: 154.12 gpmNon-Sprinkler Flow: 0.00 gpmDemand Flow Excluding Exterior Hose Flow: 154.12 gpmExterior Hose Flow: 100.00 gpm

Minimum Required Residual Pressure At System Inflow Node:

47.42 psi

Demand Flow At System Inflow Node: 254.12 gpm

Fire - Fire Sprinkler Hydraulics Calculation Program Elite Software Development, Inc.RJ Pavey Level 3 Unit 304Coquitlam, BC V3B 0B8 Page 9

Fire Sprinkler Output Data

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: 47.42 psiCalculated Flow Rate: 254.12 gpmExterior Hose Flow: 100.00 gpmExcess Available Residual Pressure At Calculated Flow: 4.41 psiPressure Required For First Sprinkler Downstream From Inflow Node To Flow: 15.34 psi

LEVEL 5 PH UNIT 502Fire Sprinkler Reports

for

Pennyfarthing Hillcrest Development Ltd.

100-1450 Creekside Drive

Vancouver, BC

Prepared By:

Ryan Pavey, P.Eng.

Cardinal Engineering Ltd.

Suite 709, 610 Granville Street

Vancouver, BC, V6C 3T3

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 Project Data Report

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:

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: Light Hazard Sprinkler System Type: WetDesign Area Of Water Application: 525 ft² Maximum Area Per Sprinkler: 145 ft²Default Sprinkler K-Factor: 4.90 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

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: 233.21 gpm Calculated Inflow Residual Pressure: 48.09 psiAvailable Residual Pressure At System Flow:

51.86 psi

Calculation Project Data

Calculation Mode: DemandHMD Minimum Residual Pressure: 7.00 psi Minimum Desired Flow Density: 0.10 gpm/ft²Number Of Active Nodes: 34Number Of Active Pipes: 42 Number Of Inactive Pipes: 0Number Of Active Sprinklers: 8 Number Of Inactive Sprinklers: 0

Fire - Fire Sprinkler Hydraulics Calculation Program Elite Software Development, Inc.RJ Pavey Level 5 PH Unit 502Coquitlam, BC V3B 0B8 Page 3

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 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

BLAZEMASTER CPVC 150 3.37 0 56.60 0.813

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

BLAZEMASTER CPVC 150 4.01 0 51.00 1.006

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

BLAZEMASTER CPVC 150 3.28 0 19.75 0.269

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

BLAZEMASTER CPVC 150 7.29 0 44.00 2.625

Fire - Fire Sprinkler Hydraulics Calculation Program Elite Software Development, Inc.RJ Pavey Level 5 PH Unit 502Coquitlam, BC V3B 0B8 Page 4

Fire Sprinkler Output Data

Overall Pipe Output Data (cont'd)

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)

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

BLAZEMASTER CPVC 150 0.54 0 21.30 0.010

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

BLAZEMASTER CPVC 150 2.84 0 41.75 0.435

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

BLAZEMASTER CPVC 150 11.29 0 17.50 2.348

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

BLAZEMASTER CPVC 150 15.76 0 6.90 2.262

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

BLAZEMASTER CPVC 150 8.74 0 5.50 0.460

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

BLAZEMASTER CPVC 150 9.77 0 7.75 1.049

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

BLAZEMASTER CPVC 150 4.89 0 5.50 1.014

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

BLAZEMASTER CPVC 150 4.89 0 5.50 0.206

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

BLAZEMASTER CPVC 150 6.30 0 6.60 0.397

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

BLAZEMASTER CPVC 150 6.26 0 10.50 0.623

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

Fire Sprinkler Output Data

Overall Pipe Output Data (cont'd)

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)

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

BLAZEMASTER CPVC 150 0.91 0 3.90 0.005

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

BLAZEMASTER CPVC 150 6.29 0 7.30 0.438

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

BLAZEMASTER CPVC 150 10.27 0 11.00 1.633

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

BLAZEMASTER CPVC 150 5.11 0 8.00 0.326

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

BLAZEMASTER CPVC 150 1.39 0 16.50 0.046

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

BLAZEMASTER CPVC 150 1.45 0 48.00 0.144

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

BLAZEMASTER CPVC 150 5.67 0 11.50 0.431

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

BLAZEMASTER CPVC 150 9.43 0 23.50 2.258

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

BLAZEMASTER CPVC 150 0.80 0 19.00 0.019

Fire - Fire Sprinkler Hydraulics Calculation Program Elite Software Development, Inc.RJ Pavey Level 5 PH Unit 502Coquitlam, BC V3B 0B8 Page 6

Fire Sprinkler Output Data

Overall Pipe Output Data (cont'd)

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)

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

BLAZEMASTER CPVC 150 0.65 0 57.00 0.039

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

BLAZEMASTER CPVC 150 2.50 0 17.50 0.144

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

BLAZEMASTER CPVC 150 3.76 0 16.00 0.281

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

BLAZEMASTER CPVC 150 0.61 0 29.25 0.018

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

BLAZEMASTER CPVC 150 1.26 0 54.25 0.126

Fire - Fire Sprinkler Hydraulics Calculation Program Elite Software Development, Inc.RJ Pavey Level 5 PH Unit 502Coquitlam, BC V3B 0B8 Page 7

Fire Sprinkler Output Data

Overall Sprinkler Output Data

FlowingSprinklerNode No.

Area GroupCode

SprinklerKFactor (K)

SprinklerElevation

(feet)

ResidualPressure

(psi)

Flowing Area(ft²)

FlowingDensity

(gpm/ft²)

SprinklerDischarge

(gpm)

14 4.90 383.50 13.17 145.00 0.123 17.79Sub Totals For Non-Group 145.00 0.123 17.79

16 4.20 383.50 11.11 140.00 0.100 14.00Sub Totals For Non-Group 140.00 0.100 14.00

17 4.20 383.50 11.92 140.00 0.104 14.50Sub Totals For Non-Group 140.00 0.104 14.50

19 4.90 383.50 14.58 145.00 0.129 18.71Sub Totals For Non-Group 145.00 0.129 18.71

20 4.90 383.50 14.35 145.00 0.128 18.56Sub Totals For Non-Group 145.00 0.128 18.56

22 4.90 383.50 14.53 145.00 0.129 18.68Sub Totals For Non-Group 145.00 0.129 18.68

23 4.20 383.50 13.34 140.00 0.110 15.34Sub Totals For Non-Group 140.00 0.110 15.34

24 4.20 383.50 13.01 145.00 0.104 15.15Sub Totals For Non-Group 145.00 0.104 15.15

Totals For All Groups 1145.00 0.116 132.73

Fire - Fire Sprinkler Hydraulics Calculation Program Elite Software Development, Inc.RJ Pavey Level 5 PH Unit 502Coquitlam, BC V3B 0B8 Page 8

Fire Sprinkler Output Summary

Hydraulically Most Demanding Sprinkler Node

HMD Sprinkler Node Number: 16HMD Actual Residual Pressure: 11.11 psiHMD Actual GPM: 14.00 gpm

Sprinkler Summary

Sprinkler System Type: Wet Specified Area Of Application: 525.00 ft²Minimum Desired Density: 0.100 gpm/ft²Application Average Density: 0.253 gpm/ft²Application Average Area Per Sprinkler: 65.63 ft²Sprinkler Flow: 132.73 gpmAverage Sprinkler Flow: 16.59 gpm

Flow Velocity And Imbalance Summary

Maximum Flow Velocity ( In Pipe 13 - 14 ) 15.76 ft/secMaximum Velocity Pressure ( In Pipe 13 - 14 ) 1.67 psi

Allowable Maximum Nodal Pressure Imbalance: 0.1000 psiActual Maximum Nodal Pressure Imbalance: 0.0543 psiActual Average Nodal Pressure Imbalance: 0.0126 psiActual Maximum Nodal Flow Imbalance: -20.2759 gpmActual Average Nodal Flow Imbalance: 0.5975 gpm

Overall Network Summary

Number Of Unique Pipe Sections: 42Number Of Flowing Sprinklers: 8

Pipe System Water Volume: 318.35 gal

Sprinkler Flow: 132.73 gpmNon-Sprinkler Flow: 0.00 gpmDemand Flow Excluding Exterior Hose Flow: 132.73 gpmExterior Hose Flow: 100.00 gpm

Minimum Required Residual Pressure At System Inflow Node:

48.09 psi

Demand Flow At System Inflow Node: 233.21 gpm

Fire - Fire Sprinkler Hydraulics Calculation Program Elite Software Development, Inc.RJ Pavey Level 5 PH Unit 502Coquitlam, BC V3B 0B8 Page 9

Fire Sprinkler Output Data

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: 48.09 psiCalculated Flow Rate: 233.21 gpmExterior Hose Flow: 100.00 gpmExcess Available Residual Pressure At Calculated Flow: 3.76 psiPressure Required For First Sprinkler Downstream From Inflow Node To Flow: 24.87 psi

LEVEL 6 PH UNIT 602Fire Sprinkler Reports

for

Pennyfarthing Hillcrest Development Ltd.

100-1450 Creekside Drive

Vancouver, BC

Prepared By:

Ryan Pavey, P.Eng.

Cardinal Engineering Ltd.

Suite 709, 610 Granville Street

Vancouver, BC, V6C 3T3

604-605-0606

March 7, 2018

Fire - Fire Sprinkler Hydraulics Calculation Program Elite Software Development, Inc.RJ Pavey Level 6 PH Unit 602Coquitlam, BC V3B 0B8 Page 2

General Project Data Report

General Data

Project Title: Level 6 PH Unit 602 Project File Name: Calc-Level 6 PH Unit 602..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: Light Hazard Sprinkler System Type: WetDesign Area Of Water Application: 526 ft² Maximum Area Per Sprinkler: 145 ft²Default Sprinkler K-Factor: 4.90 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

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: 231.75 gpm Calculated Inflow Residual Pressure: 48.71 psiAvailable Residual Pressure At System Flow:

51.86 psi

Calculation Project Data

Calculation Mode: DemandHMD Minimum Residual Pressure: 7.00 psi Minimum Desired Flow Density: 0.10 gpm/ft²Number Of Active Nodes: 35Number Of Active Pipes: 43 Number Of Inactive Pipes: 0Number Of Active Sprinklers: 8 Number Of Inactive Sprinklers: 0

Fire - Fire Sprinkler Hydraulics Calculation Program Elite Software Development, Inc.RJ Pavey Level 6 PH Unit 602Coquitlam, BC V3B 0B8 Page 3

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 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

BLAZEMASTER CPVC 150 3.65 0 53.90 0.896

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

BLAZEMASTER CPVC 150 3.42 0 55.60 0.817

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

BLAZEMASTER CPVC 150 2.26 0 22.90 0.156

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

BLAZEMASTER CPVC 150 5.91 0 33.30 1.348

Fire - Fire Sprinkler Hydraulics Calculation Program Elite Software Development, Inc.RJ Pavey Level 6 PH Unit 602Coquitlam, BC V3B 0B8 Page 4

Fire Sprinkler Output Data

Overall Pipe Output Data (cont'd)

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)

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

BLAZEMASTER CPVC 150 0.35 0 21.30 0.005

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

BLAZEMASTER CPVC 150 3.76 0 15.50 0.272

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

BLAZEMASTER CPVC 150 1.39 0 21.30 0.059

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

BLAZEMASTER CPVC 150 2.37 0 41.75 0.312

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

BLAZEMASTER CPVC 150 4.79 0 19.00 1.988

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

BLAZEMASTER CPVC 150 6.50 0 14.30 0.692

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

BLAZEMASTER CPVC 150 0.41 0 16.90 0.005

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

BLAZEMASTER CPVC 150 11.10 0 5.75 0.985

Fire - Fire Sprinkler Hydraulics Calculation Program Elite Software Development, Inc.RJ Pavey Level 6 PH Unit 602Coquitlam, BC V3B 0B8 Page 5

Fire Sprinkler Output Data

Overall Pipe Output Data (cont'd)

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)

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

BLAZEMASTER CPVC 150 1.41 0 21.30 0.061

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

BLAZEMASTER CPVC 150 0.96 0 60.30 0.085

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

BLAZEMASTER CPVC 150 2.84 0 22.90 0.239

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

BLAZEMASTER CPVC 150 4.48 0 21.90 0.531

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

BLAZEMASTER CPVC 150 0.68 0 29.25 0.022

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

BLAZEMASTER CPVC 150 1.64 0 22.90 0.087

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

BLAZEMASTER CPVC 150 1.64 0 15.50 0.059

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

BLAZEMASTER CPVC 150 1.64 0 18.90 0.072

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

BLAZEMASTER CPVC 150 2.85 0 8.50 0.089

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

BLAZEMASTER CPVC 150 5.50 0 9.25 0.432

Fire - Fire Sprinkler Hydraulics Calculation Program Elite Software Development, Inc.RJ Pavey Level 6 PH Unit 602Coquitlam, BC V3B 0B8 Page 6

Fire Sprinkler Output Data

Overall Pipe Output Data (cont'd)

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)

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

BLAZEMASTER CPVC 150 0.92 0 3.25 0.004

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

BLAZEMASTER CPVC 150 0.51 0 13.25 0.006

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

BLAZEMASTER CPVC 150 4.16 0 4.75 0.100

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

BLAZEMASTER CPVC 150 10.95 0 8.50 1.420

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

BLAZEMASTER CPVC 150 5.46 0 3.25 2.311

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

BLAZEMASTER CPVC 150 7.81 0 10.90 0.740

Fire - Fire Sprinkler Hydraulics Calculation Program Elite Software Development, Inc.RJ Pavey Level 6 PH Unit 602Coquitlam, BC V3B 0B8 Page 7

Fire Sprinkler Output Data

Overall Sprinkler Output Data

FlowingSprinklerNode No.

Area GroupCode

SprinklerKFactor (K)

SprinklerElevation

(feet)

ResidualPressure

(psi)

Flowing Area(ft²)

FlowingDensity

(gpm/ft²)

SprinklerDischarge

(gpm)

33 4.90 395.00 12.59 145.00 0.120 17.38Sub Totals For Non-Group 145.00 0.120 17.38

34 4.90 395.00 11.51 145.00 0.115 16.63Sub Totals For Non-Group 145.00 0.115 16.63

35 4.90 395.00 11.08 145.00 0.112 16.31Sub Totals For Non-Group 145.00 0.112 16.31

39 4.90 395.00 12.50 145.00 0.119 17.32Sub Totals For Non-Group 145.00 0.119 17.32

40 4.90 395.00 12.60 145.00 0.120 17.39Sub Totals For Non-Group 145.00 0.120 17.39

42 4.90 395.00 11.07 145.00 0.112 16.30Sub Totals For Non-Group 145.00 0.112 16.30

43 4.90 395.00 8.76 145.00 0.100 14.50Sub Totals For Non-Group 145.00 0.100 14.50

44 4.20 398.00 11.47 140.00 0.102 14.22Sub Totals For Non-Group 140.00 0.102 14.22

Totals For All Groups 1155.00 0.113 130.06

Fire - Fire Sprinkler Hydraulics Calculation Program Elite Software Development, Inc.RJ Pavey Level 6 PH Unit 602Coquitlam, BC V3B 0B8 Page 8

Fire Sprinkler Output Summary

Hydraulically Most Demanding Sprinkler Node

HMD Sprinkler Node Number: 43HMD Actual Residual Pressure: 8.76 psiHMD Actual GPM: 14.50 gpm

Sprinkler Summary

Sprinkler System Type: Wet Specified Area Of Application: 526.00 ft²Minimum Desired Density: 0.100 gpm/ft²Application Average Density: 0.247 gpm/ft²Application Average Area Per Sprinkler: 65.75 ft²Sprinkler Flow: 130.06 gpmAverage Sprinkler Flow: 16.26 gpm

Flow Velocity And Imbalance Summary

Maximum Flow Velocity ( In Pipe 16 - 34 ) 11.10 ft/secMaximum Velocity Pressure ( In Pipe 16 - 34 ) 0.83 psi

Allowable Maximum Nodal Pressure Imbalance: 0.1000 psiActual Maximum Nodal Pressure Imbalance: 0.0009 psiActual Average Nodal Pressure Imbalance: 0.0002 psiActual Maximum Nodal Flow Imbalance: -56.5810 gpmActual Average Nodal Flow Imbalance: 1.6166 gpm

Overall Network Summary

Number Of Unique Pipe Sections: 43Number Of Flowing Sprinklers: 8

Pipe System Water Volume: 328.59 gal

Sprinkler Flow: 130.06 gpmNon-Sprinkler Flow: 0.00 gpmDemand Flow Excluding Exterior Hose Flow: 130.06 gpmExterior Hose Flow: 100.00 gpm

Minimum Required Residual Pressure At System Inflow Node:

48.71 psi

Demand Flow At System Inflow Node: 231.75 gpm

Fire - Fire Sprinkler Hydraulics Calculation Program Elite Software Development, Inc.RJ Pavey Level 6 PH Unit 602Coquitlam, BC V3B 0B8 Page 9

Fire Sprinkler Output Data

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: 48.71 psiCalculated Flow Rate: 231.75 gpmExterior Hose Flow: 100.00 gpmExcess Available Residual Pressure At Calculated Flow: 3.15 psiPressure Required For First Sprinkler Downstream From Inflow Node To Flow: 29.85 psi

LEVEL 6 PH UNIT 603Fire Sprinkler Reports

for

Pennyfarthing Hillcrest Development Ltd.

100-1450 Creekside Drive

Vancouver, BC

Prepared By:

Ryan Pavey, P.Eng.

Cardinal Engineering Ltd.

Suite 709, 610 Granville Street

Vancouver, BC, V6C 3T3

604-605-0606

March 7, 2018

Fire - Fire Sprinkler Hydraulics Calculation Program Elite Software Development, Inc.RJ Pavey Level 6 PH Unit 603Coquitlam, BC V3B 0B8 Page 2

General Project Data Report

General Data

Project Title: Level 6 PH Unit 603 Project File Name: Calc-Level 6 PH Unit 603..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: Light Hazard Sprinkler System Type: WetDesign Area Of Water Application: 480 ft² Maximum Area Per Sprinkler: 145 ft²Default Sprinkler K-Factor: 4.90 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

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: 233.16 gpm Calculated Inflow Residual Pressure: 48.09 psiAvailable Residual Pressure At System Flow:

51.86 psi

Calculation Project Data

Calculation Mode: DemandHMD Minimum Residual Pressure: 7.00 psi Minimum Desired Flow Density: 0.10 gpm/ft²Number Of Active Nodes: 32Number Of Active Pipes: 39 Number Of Inactive Pipes: 0Number Of Active Sprinklers: 9 Number Of Inactive Sprinklers: 0

Fire - Fire Sprinkler Hydraulics Calculation Program Elite Software Development, Inc.RJ Pavey Level 6 PH Unit 603Coquitlam, BC V3B 0B8 Page 3

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 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

BLAZEMASTER CPVC 150 3.54 0 55.60 0.875

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

BLAZEMASTER CPVC 150 3.45 0 53.90 0.808

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

BLAZEMASTER CPVC 150 1.07 0 22.90 0.039

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

BLAZEMASTER CPVC 150 4.52 0 41.30 1.018

Fire - Fire Sprinkler Hydraulics Calculation Program Elite Software Development, Inc.RJ Pavey Level 6 PH Unit 603Coquitlam, BC V3B 0B8 Page 4

Fire Sprinkler Output Data

Overall Pipe Output Data (cont'd)

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)

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

BLAZEMASTER CPVC 150 0.80 0 21.30 0.021

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

BLAZEMASTER CPVC 150 4.34 0 15.50 0.355

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

BLAZEMASTER CPVC 150 0.17 0 21.30 0.001

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

BLAZEMASTER CPVC 150 4.51 0 41.75 1.026

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

BLAZEMASTER CPVC 150 1.35 0 22.90 0.061

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

BLAZEMASTER CPVC 150 5.87 0 21.90 0.877

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

BLAZEMASTER CPVC 150 1.75 0 21.30 0.091

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

Fire - Fire Sprinkler Hydraulics Calculation Program Elite Software Development, Inc.RJ Pavey Level 6 PH Unit 603Coquitlam, BC V3B 0B8 Page 5

Fire Sprinkler Output Data

Overall Pipe Output Data (cont'd)

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)

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

BLAZEMASTER CPVC 150 6.26 0 60.30 2.717

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

BLAZEMASTER CPVC 150 4.21 0 22.90 0.495

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

BLAZEMASTER CPVC 150 10.08 0 18.90 2.056

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

BLAZEMASTER CPVC 150 11.65 0 15.50 2.205

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

BLAZEMASTER CPVC 150 8.45 0 4.00 0.314

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

BLAZEMASTER CPVC 150 5.30 0 5.00 0.166

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

BLAZEMASTER CPVC 150 2.18 0 4.75 0.030

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

BLAZEMASTER CPVC 150 4.96 0 3.25 0.126

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

BLAZEMASTER CPVC 150 2.23 0 13.50 0.090

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

BLAZEMASTER CPVC 150 0.87 0 9.30 0.011

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

BLAZEMASTER CPVC 150 4.89 0 8.50 0.319

Fire - Fire Sprinkler Hydraulics Calculation Program Elite Software Development, Inc.RJ Pavey Level 6 PH Unit 603Coquitlam, BC V3B 0B8 Page 6

Fire Sprinkler Output Data

Overall Pipe Output Data (cont'd)

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)

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

BLAZEMASTER CPVC 150 3.92 0 15.50 0.294

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

BLAZEMASTER CPVC 150 4.97 0 8.50 0.329

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

BLAZEMASTER CPVC 150 4.91 0 14.30 0.541

Fire - Fire Sprinkler Hydraulics Calculation Program Elite Software Development, Inc.RJ Pavey Level 6 PH Unit 603Coquitlam, BC V3B 0B8 Page 7

Fire Sprinkler Output Data

Overall Sprinkler Output Data

FlowingSprinklerNode No.

Area GroupCode

SprinklerKFactor (K)

SprinklerElevation

(feet)

ResidualPressure

(psi)

Flowing Area(ft²)

FlowingDensity

(gpm/ft²)

SprinklerDischarge

(gpm)

22 4.90 395.00 9.66 145.00 0.105 15.23Sub Totals For Non-Group 145.00 0.105 15.23

23 4.90 395.00 9.35 145.00 0.103 14.98Sub Totals For Non-Group 145.00 0.103 14.98

24 4.90 395.00 9.19 145.00 0.102 14.85Sub Totals For Non-Group 145.00 0.102 14.85

25 4.90 395.00 9.15 145.00 0.102 14.83Sub Totals For Non-Group 145.00 0.102 14.83

26 4.90 395.00 9.03 145.00 0.102 14.72Sub Totals For Non-Group 145.00 0.102 14.72

27 4.90 395.00 9.06 145.00 0.102 14.75Sub Totals For Non-Group 145.00 0.102 14.75

29 4.90 395.00 8.76 145.00 0.100 14.50Sub Totals For Non-Group 145.00 0.100 14.50

31 4.90 395.00 9.04 145.00 0.102 14.73Sub Totals For Non-Group 145.00 0.102 14.73

32 4.90 395.00 8.83 145.00 0.100 14.56Sub Totals For Non-Group 145.00 0.100 14.56

Totals For All Groups 1305.00 0.102 133.16

Fire - Fire Sprinkler Hydraulics Calculation Program Elite Software Development, Inc.RJ Pavey Level 6 PH Unit 603Coquitlam, BC V3B 0B8 Page 8

Fire Sprinkler Output Summary

Hydraulically Most Demanding Sprinkler Node

HMD Sprinkler Node Number: 29HMD Actual Residual Pressure: 8.76 psiHMD Actual GPM: 14.50 gpm

Sprinkler Summary

Sprinkler System Type: Wet Specified Area Of Application: 480.00 ft²Minimum Desired Density: 0.100 gpm/ft²Application Average Density: 0.277 gpm/ft²Application Average Area Per Sprinkler: 53.33 ft²Sprinkler Flow: 133.16 gpmAverage Sprinkler Flow: 14.80 gpm

Flow Velocity And Imbalance Summary

Maximum Flow Velocity ( In Pipe 21 - 22 ) 11.65 ft/secMaximum Velocity Pressure ( In Pipe 21 - 22 ) 0.91 psi

Allowable Maximum Nodal Pressure Imbalance: 0.1000 psiActual Maximum Nodal Pressure Imbalance: 0.0000 psiActual Average Nodal Pressure Imbalance: 0.0000 psiActual Maximum Nodal Flow Imbalance: 0.0000 gpmActual Average Nodal Flow Imbalance: 0.0000 gpm

Overall Network Summary

Number Of Unique Pipe Sections: 39Number Of Flowing Sprinklers: 9

Pipe System Water Volume: 327.03 gal

Sprinkler Flow: 133.16 gpmNon-Sprinkler Flow: 0.00 gpmDemand Flow Excluding Exterior Hose Flow: 133.16 gpmExterior Hose Flow: 100.00 gpm

Minimum Required Residual Pressure At System Inflow Node:

48.09 psi

Demand Flow At System Inflow Node: 233.16 gpm

Fire - Fire Sprinkler Hydraulics Calculation Program Elite Software Development, Inc.RJ Pavey Level 6 PH Unit 603Coquitlam, BC V3B 0B8 Page 9

Fire Sprinkler Output Data

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: 48.09 psiCalculated Flow Rate: 233.16 gpmExterior Hose Flow: 100.00 gpmExcess Available Residual Pressure At Calculated Flow: 3.76 psiPressure Required For First Sprinkler Downstream From Inflow Node To Flow: 29.85 psi

TOWNHOUSE 110 LEVEL 2 WCFire Sprinkler Reports

for

Pennyfarthing Hillcrest Development Ltd.

100-1450 Creekside Drive

Vancouver, BC

Prepared By:

Ryan Pavey, P.Eng.

Cardinal Engineering Ltd.

Suite 709, 610 Granville Street

Vancouver, BC, V6C 3T3

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 Project Data Report

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:

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: Light Hazard Sprinkler System Type: WetDesign Area Of Water Application: 550 ft² Maximum Area Per Sprinkler: 170 ft²Default Sprinkler K-Factor: 4.90 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

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: 333.34 gpm Calculated Inflow Residual Pressure: 48.85 psiAvailable Residual Pressure At System Flow:

51.72 psi

Calculation Project Data

Calculation Mode: DemandHMD Minimum Residual Pressure: 7.00 psi Minimum Desired Flow Density: 0.10 gpm/ft²Number Of Active Nodes: 25Number Of Active Pipes: 25 Number Of Inactive Pipes: 0Number Of Active Sprinklers: 10 Number Of Inactive Sprinklers: 0

Fire - Fire Sprinkler Hydraulics Calculation Program Elite Software Development, Inc.RJ Pavey Townhouse 110 Level 2 WCCoquitlam, BC V3B 0B8 Page 3

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 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

BLAZEMASTER CPVC 150 9.36 0 11.90 0.961

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

BLAZEMASTER CPVC 150 17.80 0 33.25 6.780

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

BLAZEMASTER CPVC 150 9.36 0 48.00 8.208

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

BLAZEMASTER CPVC 150 13.11 0 3.50 0.405

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

BLAZEMASTER CPVC 150 7.38 0 28.00 5.788

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

BLAZEMASTER CPVC 150 3.31 0 54.00 4.967

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

BLAZEMASTER CPVC 150 11.00 0 6.25 0.523

Fire - Fire Sprinkler Hydraulics Calculation Program Elite Software Development, Inc.RJ Pavey Townhouse 110 Level 2 WCCoquitlam, BC V3B 0B8 Page 4

Fire Sprinkler Output Data

Overall Pipe Output Data (cont'd)

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)

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

BLAZEMASTER CPVC 150 6.39 0 8.50 0.260

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

BLAZEMASTER CPVC 150 7.25 0 29.00 5.790

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

BLAZEMASTER CPVC 150 10.04 0 31.25 7.205

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

BLAZEMASTER CPVC 150 11.24 0 17.00 2.982

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

BLAZEMASTER CPVC 150 7.76 0 9.60 0.848

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

BLAZEMASTER CPVC 150 7.79 0 7.50 0.667

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

BLAZEMASTER CPVC 150 4.32 0 6.00 0.116

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

BLAZEMASTER CPVC 150 7.62 0 7.90 0.675

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

BLAZEMASTER CPVC 150 7.64 0 6.75 0.579

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

BLAZEMASTER CPVC 150 7.34 0 7.25 0.577

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

BLAZEMASTER CPVC 150 13.81 0 8.50 2.181

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

BLAZEMASTER CPVC 150 6.89 0 10.25 0.727

Fire - Fire Sprinkler Hydraulics Calculation Program Elite Software Development, Inc.RJ Pavey Townhouse 110 Level 2 WCCoquitlam, BC V3B 0B8 Page 5

Fire Sprinkler Output Data

Overall Pipe Output Data (cont'd)

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)

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

BLAZEMASTER CPVC 150 6.92 0 8.00 0.572

Fire - Fire Sprinkler Hydraulics Calculation Program Elite Software Development, Inc.RJ Pavey Townhouse 110 Level 2 WCCoquitlam, BC V3B 0B8 Page 6

Fire Sprinkler Output Data

Overall Sprinkler Output Data

FlowingSprinklerNode No.

Area GroupCode

SprinklerKFactor (K)

SprinklerElevation

(feet)

ResidualPressure

(psi)

Flowing Area(ft²)

FlowingDensity

(gpm/ft²)

SprinklerDischarge

(gpm)

57 4.90 352.00 26.32 170.00 0.148 25.14Sub Totals For Non-Group 170.00 0.148 25.14

59 4.90 352.00 22.25 170.00 0.136 23.11Sub Totals For Non-Group 170.00 0.136 23.11

60 4.90 352.00 22.07 170.00 0.135 23.02Sub Totals For Non-Group 170.00 0.135 23.02

61 5.60 352.00 23.33 270.00 0.100 27.05Sub Totals For Non-Group 270.00 0.100 27.05

62 5.60 352.00 23.22 270.00 0.100 26.98Sub Totals For Non-Group 270.00 0.100 26.98

64 4.90 352.00 21.31 170.00 0.133 22.62Sub Totals For Non-Group 170.00 0.133 22.62

65 4.90 352.00 21.41 170.00 0.133 22.67Sub Totals For Non-Group 170.00 0.133 22.67

67 4.90 352.00 19.74 170.00 0.128 21.77Sub Totals For Non-Group 170.00 0.128 21.77

69 4.90 352.00 17.41 170.00 0.120 20.44Sub Totals For Non-Group 170.00 0.120 20.44

70 4.90 352.00 17.56 170.00 0.121 20.53Sub Totals For Non-Group 170.00 0.121 20.53

Totals For All Groups 1900.00 0.123 233.34

Fire - Fire Sprinkler Hydraulics Calculation Program Elite Software Development, Inc.RJ Pavey Townhouse 110 Level 2 WCCoquitlam, BC V3B 0B8 Page 7

Fire Sprinkler Output Summary

Hydraulically Most Demanding Sprinkler Node

HMD Sprinkler Node Number: 69HMD Actual Residual Pressure: 17.41 psiHMD Actual GPM: 20.44 gpm

Sprinkler Summary

Sprinkler System Type: Wet Specified Area Of Application: 550.00 ft²Minimum Desired Density: 0.100 gpm/ft²Application Average Density: 0.424 gpm/ft²Application Average Area Per Sprinkler: 55.00 ft²Sprinkler Flow: 233.34 gpmAverage Sprinkler Flow: 23.33 gpm

Flow Velocity And Imbalance Summary

Maximum Flow Velocity ( In Pipe 50 - 53 ) 17.80 ft/secMaximum Velocity Pressure ( In Pipe 50 - 53 ) 2.13 psi

Allowable Maximum Nodal Pressure Imbalance: 0.1000 psiActual Maximum Nodal Pressure Imbalance: 0.0882 psiActual Average Nodal Pressure Imbalance: 0.0071 psiActual Maximum Nodal Flow Imbalance: -3.6580 gpmActual Average Nodal Flow Imbalance: 0.2928 gpm

Overall Network Summary

Number Of Unique Pipe Sections: 25Number Of Flowing Sprinklers: 10

Pipe System Water Volume: 309.94 gal

Sprinkler Flow: 233.34 gpmNon-Sprinkler Flow: 0.00 gpmDemand Flow Excluding Exterior Hose Flow: 233.34 gpmExterior Hose Flow: 100.00 gpm

Minimum Required Residual Pressure At System Inflow Node:

48.85 psi

Demand Flow At System Inflow Node: 333.34 gpm

Fire - Fire Sprinkler Hydraulics Calculation Program Elite Software Development, Inc.RJ Pavey Townhouse 110 Level 2 WCCoquitlam, BC V3B 0B8 Page 8

Fire Sprinkler Output Data

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: 48.85 psiCalculated Flow Rate: 333.34 gpmExterior Hose Flow: 100.00 gpmExcess Available Residual Pressure At Calculated Flow: 2.87 psiPressure Required For First Sprinkler Downstream From Inflow Node To Flow: 11.23 psi

TOWNHOUSE 111 LEVEL 2Fire Sprinkler Reports

for

Pennyfarthing Hillcrest Development Ltd.

100-1450 Creekside Drive

Vancouver, BC

Prepared By:

Ryan Pavey, P.Eng.

Cardinal Engineering Ltd.

Suite 709, 610 Granville Street

Vancouver, BC, V6C 3T3

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 Project Data Report

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:

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: Light Hazard Sprinkler System Type: WetDesign Area Of Water Application: 552 ft² Maximum Area Per Sprinkler: 170 ft²Default Sprinkler K-Factor: 4.90 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

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: 258.80 gpm Calculated Inflow Residual Pressure: 45.23 psiAvailable Residual Pressure At System Flow:

51.82 psi

Calculation Project Data

Calculation Mode: DemandHMD Minimum Residual Pressure: 7.00 psi Minimum Desired Flow Density: 0.10 gpm/ft²Number Of Active Nodes: 23Number Of Active Pipes: 22 Number Of Inactive Pipes: 0Number Of Active Sprinklers: 8 Number Of Inactive Sprinklers: 0

Fire - Fire Sprinkler Hydraulics Calculation Program Elite Software Development, Inc.RJ Pavey Townhouse 111 Level 2Coquitlam, BC V3B 0B8 Page 3

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 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

BLAZEMASTER CPVC 150 16.17 0 12.75 2.176

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

BLAZEMASTER CPVC 150 16.17 0 15.50 2.645

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

BLAZEMASTER CPVC 150 13.81 0 5.00 0.637

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

BLAZEMASTER CPVC 150 7.80 0 41.00 7.986

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

BLAZEMASTER CPVC 150 9.52 0 9.60 0.615

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

BLAZEMASTER CPVC 150 14.20 0 23.00 10.544

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

BLAZEMASTER CPVC 150 5.31 0 8.50 0.185

Fire - Fire Sprinkler Hydraulics Calculation Program Elite Software Development, Inc.RJ Pavey Townhouse 111 Level 2Coquitlam, BC V3B 0B8 Page 4

Fire Sprinkler Output Data

Overall Pipe Output Data (cont'd)

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)

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

BLAZEMASTER CPVC 150 13.95 0 24.25 10.673

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

BLAZEMASTER CPVC 150 17.56 0 26.25 14.843

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

BLAZEMASTER CPVC 150 7.08 0 9.60 0.717

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

BLAZEMASTER CPVC 150 7.11 0 7.50 0.564

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

BLAZEMASTER CPVC 150 6.97 0 7.90 0.572

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

BLAZEMASTER CPVC 150 6.98 0 6.75 0.491

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

BLAZEMASTER CPVC 150 6.10 0 7.25 0.410

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

BLAZEMASTER CPVC 150 11.47 0 8.50 1.547

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

BLAZEMASTER CPVC 150 5.64 0 10.25 0.501

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

BLAZEMASTER CPVC 150 5.74 0 8.00 0.405

Fire - Fire Sprinkler Hydraulics Calculation Program Elite Software Development, Inc.RJ Pavey Townhouse 111 Level 2Coquitlam, BC V3B 0B8 Page 5

Fire Sprinkler Output Data

Overall Sprinkler Output Data

FlowingSprinklerNode No.

Area GroupCode

SprinklerKFactor (K)

SprinklerElevation

(feet)

ResidualPressure

(psi)

Flowing Area(ft²)

FlowingDensity

(gpm/ft²)

SprinklerDischarge

(gpm)

76 4.90 352.00 22.38 170.00 0.136 23.18Sub Totals For Non-Group 170.00 0.136 23.18

78 4.90 352.00 18.47 170.00 0.124 21.06Sub Totals For Non-Group 170.00 0.124 21.06

79 4.90 352.00 18.62 170.00 0.124 21.14Sub Totals For Non-Group 170.00 0.124 21.14

81 4.90 352.00 17.87 170.00 0.122 20.71Sub Totals For Non-Group 170.00 0.122 20.71

82 4.90 352.00 17.95 170.00 0.122 20.76Sub Totals For Non-Group 170.00 0.122 20.76

84 4.90 352.00 13.67 170.00 0.107 18.12Sub Totals For Non-Group 170.00 0.107 18.12

86 4.90 352.00 12.04 170.00 0.100 17.00Sub Totals For Non-Group 170.00 0.100 17.00

87 4.90 352.00 12.13 170.00 0.100 17.07Sub Totals For Non-Group 170.00 0.100 17.07

Totals For All Groups 1360.00 0.117 159.04

Fire - Fire Sprinkler Hydraulics Calculation Program Elite Software Development, Inc.RJ Pavey Townhouse 111 Level 2Coquitlam, BC V3B 0B8 Page 6

Fire Sprinkler Output Summary

Hydraulically Most Demanding Sprinkler Node

HMD Sprinkler Node Number: 86HMD Actual Residual Pressure: 12.04 psiHMD Actual GPM: 17.00 gpm

Sprinkler Summary

Sprinkler System Type: Wet Specified Area Of Application: 552.00 ft²Minimum Desired Density: 0.100 gpm/ft²Application Average Density: 0.288 gpm/ft²Application Average Area Per Sprinkler: 69.00 ft²Sprinkler Flow: 159.04 gpmAverage Sprinkler Flow: 19.88 gpm

Flow Velocity And Imbalance Summary

Maximum Flow Velocity ( In Pipe 75 - 83 ) 17.56 ft/secMaximum Velocity Pressure ( In Pipe 75 - 83 ) 2.08 psi

Allowable Maximum Nodal Pressure Imbalance: 0.1000 psiActual Maximum Nodal Pressure Imbalance: 0.0701 psiActual Average Nodal Pressure Imbalance: 0.0384 psiActual Maximum Nodal Flow Imbalance: 0.2753 gpmActual Average Nodal Flow Imbalance: 0.0518 gpm

Overall Network Summary

Number Of Unique Pipe Sections: 22Number Of Flowing Sprinklers: 8

Pipe System Water Volume: 304.06 gal

Sprinkler Flow: 159.04 gpmNon-Sprinkler Flow: 0.00 gpmDemand Flow Excluding Exterior Hose Flow: 159.04 gpmExterior Hose Flow: 100.00 gpm

Minimum Required Residual Pressure At System Inflow Node:

45.23 psi

Demand Flow At System Inflow Node: 258.80 gpm

Fire - Fire Sprinkler Hydraulics Calculation Program Elite Software Development, Inc.RJ Pavey Townhouse 111 Level 2Coquitlam, BC V3B 0B8 Page 7

Fire Sprinkler Output Data

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: 45.23 psiCalculated Flow Rate: 258.80 gpmExterior Hose Flow: 100.00 gpmExcess Available Residual Pressure At Calculated Flow: 6.59 psiPressure Required For First Sprinkler Downstream From Inflow Node To Flow: 11.23 psi

Lot Subdivision Block

Plan

City: Postal Code

Residual pressure for Igpm flow at street intersection

Email: francis.ang@vancouver.ca

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