HYDRAULIC CALCULATIONS for - … : Silverleaf Ambassador Bldg. 4. Node Data. Hydraulic Calculations / Fluid Delivery Time Analysis Node# Elev ft Type Hgroup K-Fact. Open/Closed gpm/psi½

DesignRemote Area Name

Remote Area Location

Occupancy Classification

Density (gpm/ft²)

Area of Application (ft²)

Coverage per Sprinkler (ft²)

Number of Calculated Sprinklers

In-Rack Demand (gpm)

Special Heads

Hose Streams (gpm)

Total Water Required (incl. Hose Streams) (gpm)

Required Pressure at Source (psi)

Type of System

Volume - Entire System (gal)

2

Manual Wet Standpipe

Residential

N/A (In-Rack)

1

N/A (In-Rack)

2

0

501.9

158.2

Wet

176.1 gal

Water Supply InformationDate

Location

Source

HYDRAULIC CALCULATIONSfor

11/29/2014

On Site Hydrant

W1

500 gpm @ 100 psi

Project Name : Silverleaf Ambassador Bldg. 4

Contract No. : 302-15

Project Location: 121 Emerald Loop

City: Davenport, FL

Date: 1/30/2015

Name of Contractor: Southern Fire Protection

Address: 3801 E. SR 46

Phone Number: 407-323-4200

Name of Designer: MS

Authority Having Jurisdiction: Polk County Fire Rescue

City: Sanford, FL 32771

E-mail:

Job Information

Contractor Information

Notes

Date 1/30/2015 Page 1Copyright © 2002-2012 Tyco Fire Protection Products

File: C:\Users\Michael\Desktop\My Folder\Michael Smith JOBS\302-15 Silverleaf Ambassador #4\FP\302-15FP.dwg

jdiven

Typewritten Text

Reviewed by Jason Diven, T&G Constructors 2.5.15

jdiven

Typewritten Text

Job : Silverleaf Ambassador Bldg. 4

Diagram for Design Area : 2(Optimized Hydraulic Simplified)

Node Labels:Pipe Labels:

OffOff


File: C:\Users\Michael\Desktop\My Folder\Michael Smith JOBS\302-15 Silverleaf Ambassador #4\FP\302-15 FP.dwg


Hydraulic Analysis for : 2

Water Supply Parameters

Calculation InfoCalculation ModeHydraulic ModelFluid NameFluid Weight, (lb/ft³)Fluid Dynamic Viscosity, (lb·s/ft²)

DemandHazen-WilliamsWater @ 60F (15.6C)N/A for Hazen-Williams calculation.N/A for Hazen-Williams calculation.

Supply 1 : W1 Flow (gpm) Pressure (psi)0 56

750 30

Inside Hose Flow / Standpipe Demand (gpm)

Outside Hose Flow (gpm)

Additional Outside Hose Flow (gpm)

Other (custom defined) Hose Flow (gpm)

Total Hose Flow (gpm)

501.9

501.9

Hoses

Ovehead Sprinkler Flow (gpm)

InRack Sprinkler Flow (gpm)

Other (custom defined) Sprinkler Flow (gpm)

Total Sprinkler Flow (gpm)

Required Margin of Safety (psi)

BOR - Pressure (psi)

BOR - Flow (gpm)

Demand w/o System Pump(s)

0

137.5

501.9

N/A

Sprinklers

Other





Supply System Demand

Flow, gpm

Pres

sure

, psi

200

180

160

140

120

100

80

60

40

20

0

S1

S226.703

D1

D2

0 300 400 500 600 700 800





Pressure (psi)Label

Graph Labels

Flow (gpm)Values

Description

0S1 56Supply point #1 - Static750S2 30Supply point #2 - Residual

0D1 13.8Elevation Pressure501.9D2 158.2System Demand

Pressure (psi)Curve Name

Curve Intersections & Safety Margins

Flow (gpm)Safety MarginIntersection

Pressure (psi) @ Flow (gpm)247Supply 52.7 -114.6 501.9

Open Heads

Head Ref.DensityDensity

K-FactorPressureFlow Pressure

(gpm/ft²)(gpm/ft²)(gpm/psi½) (psi)(gpm) (psi)

Flow

(gpm)

Coverage

(ft²)

Required CalculatedHead Type

H1 0 250 100 0 1002500StandpipeDemand

H2 0 250 100 0 101.5251.90StandpipeDemand




Node Data

Hydraulic Calculations / Fluid Delivery Time Analysis

Node#Elev

ft

TypeHgroup

K-Fact.Open/Closed

gpm/psi½

DischargeOverdischarge

gpmgpm

CoverageDensity

ft²gpm/ft²

Tot. Pres.Elev. Pres.

psipsi

Req. Pres.Req. Discharge

psigpm

H128.75

Standpipe DemandSDNODE Open

2500

100-13.8

100250

H228.75

Standpipe DemandSDNODE Open

251.91.9

101.5-13.8

100250

SP229.25

NodeNODE

121.3-14

CV4-O4.47

NodeNODE

133.4-3.2

CV4-I3.67

NodeNODE

135.5-2.9

BV4-I3.5

NodeNODE

136.2-2.8

BOR1

NodeNODE

137.5-1.7

BFP-O2

NodeNODE

146.2-2.2

BFP-I2

NodeNODE

154.2-2.2

W1-3

SupplySUPPLY -501.9 158.2

0



Hydraulic Calculations / Fluid Delivery Time AnalysisJob : Silverleaf Ambassador Bldg. 4

Pipe DataPipe Ref. Start End Size Total Len.

ft

Schedule Velocity

ft/s

0005 SP2 H1 2.5 137.36 CPVC 17.4

0006 CV4-O SP2 4 26.09 10 11.3

0750 CV4-I CV4-O 4 CV-1 FR Check 0

0749 BV4-I CV4-I 4 BFV-N 0

0009 BOR BV4-I 4 3.82 10 11.3

0014 BFP-O BOR 4 228.99 DI350 11.09

0751 BFP-I BFP-O 4 Watts 757 DCDA 0

0017 W1 BFP-I 4 46.86 DI350 11.09

0545 SP2 H2 2.5 125.71 CPVC 17.53



Hydraulic CalculationsJob : Silverleaf Ambassador Bldg. 4

PIPE INFORMATIONNode 1Node 2

Elev 1Elev 2

(ft)

K-Factor 1K-Factor 2

(gpm/psi½)

Flow added (q)Total flow (Q)

(gpm)

Nominal IDActual ID

(in)

Fittingsquantity x (name) = length

(ft)

LFT

(ft)

C FactorPf per ft

(psi)

total (Pt)elev (Pe)frict (Pf)

(psi)

NOTES

1Path No: H1SP2

28.7529.25

250250

2.52.423

1x(us.Tee-Br)=16.534x(BM.90)=48

72.8264.53

137.36

1500.1564

100-0.221.5

SP2CV4-O

29.254.47

251.9501.9

44.26

1x(coupling)=1.32 24.781.32

26.09

1200.0551

121.310.71.4

CV4-OCV4-I

4.473.67

0501.9

40

0.80

0.8

02.1004

133.40.31.7

CV-1 FRCheck

CV4-IBV4-I

3.673.5

0501.9

40

0.170

0.17

04.0937

135.50.10.7

BFV-N

BV4-IBOR

3.51

0501.9

44.26

1x(coupling)=1.32 2.51.323.82

1200.0551

136.21.10.2

BORBFP-O

12

0501.9

44.3

1x(coupling)=1.834x(us.90)=73.31

153.8575.14

228.99

1400.0395

137.5-0.49.1

BFP-OBFP-I

22

0501.9

40

3.170

3.17

02.5451

146.20

8.1

Watts 757DCDA

BFP-IW1

2-3

0501.9

44.3

2x(us.90)=36.66 10.236.6646.86

1400.0395

154.22.21.9

W1 158.2

2Path No: H2SP2

28.7529.25

251.9251.9

2.52.423

1x(us.Tee-Br)=16.534x(BM.90)=48

61.1764.53

125.71

1500.1586

101.5-0.219.9

SP2 121.3

* Pressures are balanced to a high degree of accuracy. Values may vary by 0.1 psi due to display rounding.

* Maximum Velocity of 17.53 ft/s occurs in the following pipe(s): (SP2-H2)



Design

Remote Area Name Remote Area Location Occupancy Classification Density (gpm/ft²) Area of Application (ft²) Coverage per Sprinkler (ft²) Number of Calculated Sprinklers In-Rack Demand (gpm) Special Heads Hose Streams (gpm) Total Water Required (incl. Hose Streams) (gpm) Required Pressure at Source (psi) Type of System Volume - Entire System (gal)

5 3rd Floor Breezeway Residential 0.104 447 144 4 0 100 170.2 44.8 Wet 159.1 gal

Water Supply Information

Date Location Source


11/29/2014 On Site Hydrant W1

Four Head Calc

Project Name : Silverleaf Ambassador Bldg. 4 Contract No. : 302-15 Project Location: 121 Emerald Loop

City: Davenport, FL Date: 1/30/2015

Name of Contractor: Southern Fire Protection Address: 3801 E. SR 46 Phone Number: 407-323-4200 Name of Designer: MS Authority Having Jurisdiction: Polk County Fire Rescue

City: Sanford, FL 32771 E-mail:

Job Information


Notes


File: C:\Users\Michael\desktop\my folder\autocad backup\302-15 FP Hyd_1_1_1762.sv$




OffOff






Calculation Info

Calculation ModeHydraulic ModelFluid NameFluid Weight, (lb/ft³)Fluid Dynamic Viscosity, (lb·s/ft²)



750 30

Inside Hose Flow / Standpipe Demand (gpm) Outside Hose Flow (gpm) Additional Outside Hose Flow (gpm) Other (custom defined) Hose Flow (gpm) Total Hose Flow (gpm)

100 100

Hoses

Ovehead Sprinkler Flow (gpm) InRack Sprinkler Flow (gpm) Other (custom defined) Sprinkler Flow (gpm) Total Sprinkler Flow (gpm)

70.2 0 0 70.2

Required Margin of Safety (psi) BOR - Pressure (psi) BOR - Flow (gpm) Demand w/o System Pump(s)

0 35.5 70.2 N/A

Sprinklers

Other





Supply System Demand Add. Out. Hose

Flow, gpm

Pre

ssu

re, p

si60

50

40

30

20

10

0

S1

S2

26.703

D1

D2D2 D3

0 300 400 500 600 700 800





Pressure (psi)Label

Graph Labels

Flow (gpm)Values

Description

0S1 56Supply point #1 - Static

750S2 30Supply point #2 - Residual

0D1 13.3Elevation Pressure

70.2D2 44.8System Demand

170.2D3 44.8System Demand + Add.Out.Hose




Pressure (psi) @ Flow (gpm)82.3Supply 55.6 9.5 170.2

Open Heads




Flow

(gpm)

Coverage

(ft²)


S50 5.6 0.1 14.4 7.2 0.151 15.121.7144OverheadSprinkler


S52 5.6 0.1 14.4 7.2 0.104 7.215144OverheadSprinkler





Node Data


Node#Elev

ft

TypeHgroup

K-Fact.Open/Closed

gpm/psi½


gpmgpm

CoverageDensity

ft²gpm/ft²


psipsi


psigpm

S5327.58

Overhead SprinklerHEAD

5.6Open

150.6

1440.104

7.2-13.3

7.214.4

S5227.58


5.6Open

150.6

1440.104

7.2-13.3

7.214.4

S5127.58


5.6Open

18.54.1

1440.128

10.9-13.3

7.214.4

S5027.58


5.6Open

21.77.3

1440.151

15.1-13.3

7.214.4

31328.42

NodeNODE

7.2-13.6

31128.42

NodeNODE

7.2-13.6

31228.42

NodeNODE

7.9-13.6

30928.42

NodeNODE

11.1-13.6

31028.42

NodeNODE

12.5-13.6

30528.42

NodeNODE

15.5-13.6

30628.42

NodeNODE

19-13.6

30728.42

NodeNODE

19.1-13.6

30028.42

NodeNODE

22.2-13.6

CV3-O26.92

NodeNODE

23.1-13

CV3-I26.92

NodeNODE

23.6-13

BV3-O26.92

NodeNODE

23.6-13

BV3-I26.92

NodeNODE

23.7-13

SP326.92

NodeNODE

24-13

CV4-O4.47

NodeNODE

33.8-3.2

CV4-I3.67

NodeNODE

34.3-2.9

BV4-I3.5

NodeNODE

34.4-2.8

BFP-O2

NodeNODE

35.3-2.2

BOR1

NodeNODE

35.5-1.7

BFP-I2

NodeNODE

42.6-2.2

W1-3


0




Pipe Data

Pipe Ref. Start End Size Total Len.

ft

Schedule Velocity

ft/s

0002 313 S53 1 5.03 40 5.57

0004 312 313 1 16.83 CPVC 5.05

0011 310 312 1 32.16 CPVC 10.11

0019 307 310 1 18.85 CPVC 16.33

0168 300 307 2 84.24 CPVC 7.15

0170 CV3-O 300 2.5 8.93 40 4.7

0750 CV3-I CV3-O 2.5 CV-1F Check 0

0171 BV3-O CV3-I 2.5 1.18 40 4.7

0749 BV3-I BV3-O 2.5 BFV-N 0

0172 SP3 BV3-I 2.5 12.6 40 4.7

0173 CV4-O SP3 4 23.76 10 1.58


0751 BV4-I CV4-I 4 BFV-N 0

0175 BOR BV4-I 4 3.82 10 1.58

0180 BFP-O BOR 4 228.99 DI350 1.55


0183 W1 BFP-I 4 46.86 DI350 1.55

0007 311 S52 1 5.03 40 5.57

0005 312 311 1 16.28 CPVC 5.06

0017 309 S51 1 5.03 40 6.85

0013 310 309 1 24.27 CPVC 6.22

0530 305 S50 1 5.03 40 8.07

0522 306 305 1 44.12 CPVC 7.33

0485 307 306 2 23 CPVC 2.21




PIPE INFORMATION

Node 1Node 2

Elev 1Elev 2

(ft)


(gpm/psi½)


(gpm)

Nominal IDActual ID

(in)


(ft)

LFT

(ft)

C FactorPf per ft

(psi)


(psi)

NOTES

1Path No:

S53313

27.5828.42

5.6 1515

11.049

2x(us.90)=4 1.034

5.03

1200.0761

7.2-0.40.4

313312

28.4228.42

015

11.101

1x(BM.Tee-Br)=51x(BM.90)=5

6.8310

16.83

1500.0398

7.20

0.7312310

28.4228.42

1530

11.101


22.1610

32.16

1500.1437

7.90

4.6310307

28.4228.42

18.548.5

11.101

2x(BM.Tee-Run)=21x(BM.Tee-Br)=5

11.857

18.85

1500.3491

12.50

6.6307300

28.4228.42

21.770.2

22.003

1x(us.90)=6.481x(BM.90)=106x(BM.Tee-Run)=61x(BM.Tee-Br)=10

51.7632.4884.24

1500.0376

19.10

3.2

300CV3-O

28.4226.92

070.2

2.52.469

1x(coupling)=11x(us.90)=6

1.937

8.93

1200.0205

22.20.60.2

CV3-OCV3-I

26.9226.92

070.2

2.50

0.670

0.67

00.7842

23.10

0.5

CV-1F Check

CV3-IBV3-O

26.9226.92

070.2

2.52.469

1x(coupling)=1 0.181

1.18

1200.0205

23.60

0.0BV3-OBV3-I

26.9226.92

070.2

2.50

0.150

0.15

00.8365

23.60

0.1

BFV-N

BV3-ISP3

26.9226.92

070.2

2.52.469

1x(us.Tee-Br)=12 0.612

12.6

1200.0205

23.70

0.3SP3CV4-O

26.924.47

070.2

44.26

1x(coupling)=1.32 22.441.32

23.76

1200.0014

249.70.0

CV4-OCV4-I

4.473.67

070.2

40

0.80

0.8

00.2381

33.80.30.2

CV-1 FRCheck

CV4-IBV4-I

3.673.5

070.2

40

0.170

0.17

00.1239

34.30.10.0

BFV-N

BV4-IBOR

3.51

070.2

44.26

1x(coupling)=1.32 2.51.323.82

1200.0014

34.41.1

0BORBFP-O

12

070.2

44.3

1x(coupling)=1.834x(us.90)=73.31

153.8575.14

228.99

1400.001

35.5-0.40.2

BFP-OBFP-I

22

070.2

40

3.170

3.17

02.2992

35.30

7.3

Watts 757DCDA




PIPE INFORMATION

Node 1Node 2

Elev 1Elev 2

(ft)


(gpm/psi½)


(gpm)

Nominal IDActual ID

(in)


(ft)

LFT

(ft)

C FactorPf per ft

(psi)


(psi)

NOTES

1Path No:

BFP-IW1

2-3

070.2

44.3

2x(us.90)=36.66 10.236.6646.86

1400.001

42.62.20.0

W1 44.8

2Path No:

S52311

27.5828.42

5.6 1515

11.049

2x(us.90)=4 1.034

5.03

1200.0763

7.2-0.40.4

311312

28.4228.42

015

11.101


6.2810

16.28

1500.0399

7.20

0.6312 7.9

3Path No:

S51309

27.5828.42

5.6 18.518.5

11.049

2x(us.90)=4 1.034

5.03

1200.1117

10.9-0.40.6

309310

28.4228.42

018.5

11.101

1x(BM.Tee-Run)=12x(BM.90)=10

13.2711

24.27

1500.0584

11.10

1.4310 12.5

4Path No:

S50305

27.5828.42

5.6 21.721.7

11.049

2x(us.90)=4 1.034

5.03

1200.1514

15.1-0.40.8

305306

28.4228.42

021.7

11.101

4x(BM.Tee-Run)=41x(BM.Tee-Br)=52x(BM.90)=10

25.1219

44.12

1500.0791

15.50

3.5306307

28.4228.42

021.7

22.003

3x(BM.Tee-Run)=3 203

23

1500.0043

190

0.1307 19.1


* Maximum Velocity of 16.33 ft/s occurs in the following pipe(s): (307-310)



Design

Remote Area Name Remote Area Location Occupancy Classification Density (gpm/ft²) Area of Application (ft²) Coverage per Sprinkler (ft²) Number of Calculated Sprinklers In-Rack Demand (gpm) Special Heads Hose Streams (gpm) Total Water Required (incl. Hose Streams) (gpm) Required Pressure at Source (psi) Type of System Volume - Entire System (gal)

4 3rd Floor Unit Residential 0.057 341 400 3 0 100 170.7 48.8 Wet 160.8 gal





3 Head Calc in Single Compartment





Job Information


Notes






OffOff






Calculation Info




750 30


100 100

Hoses


70.7 0 0 70.7


0 39.5 70.7 N/A

Sprinklers

Other






Flow, gpm

Pre

ssu

re, p

si60

50

40

30

20

10

0

S1

S2

26.703

D1

D2D2 D3

0 300 400 500 600 700 800





Pressure (psi)Label

Graph Labels

Flow (gpm)Values

Description









Pressure (psi) @ Flow (gpm)77.7Supply 55.6 5.5 170.7

Open Heads




Flow

(gpm)

Coverage

(ft²)


S40 5.8 0.05 20 15.7 0.061 17.724.4400OverheadSprinkler

S41 5.8 0.05 20 15.7 0.057 15.723400OverheadSprinkler

S42 5.8 0.05 20 15.7 0.058 16.123.3400OverheadSprinkler




Node Data


Node#Elev

ft

TypeHgroup

K-Fact.Open/Closed

gpm/psi½


gpmgpm

CoverageDensity

ft²gpm/ft²


psipsi


psigpm

S4127.92


5.8Open

233

4000.057

15.7-13.4

15.720

S4227.92


5.8Open

23.33.3

4000.058

16.1-13.4

15.720

S4027.92


5.8Open

24.44.4

4000.061

17.7-13.4

15.720

30128.42

NodeNODE

17.2-13.6

30228.42

NodeNODE

21.7-13.6

30328.42

NodeNODE

22.2-13.6

30028.42

NodeNODE

26.3-13.6

CV3-O26.92

NodeNODE

27.1-13

CV3-I26.92

NodeNODE

27.6-13

BV3-O26.92

NodeNODE

27.6-13

BV3-I26.92

NodeNODE

27.8-13

SP326.92

NodeNODE

28-13

CV4-O4.47

NodeNODE

37.8-3.2

CV4-I3.67

NodeNODE

38.3-2.9

BV4-I3.5

NodeNODE

38.4-2.8

BFP-O2

NodeNODE

39.3-2.2

BOR1

NodeNODE

39.5-1.7

BFP-I2

NodeNODE

46.6-2.2

W1-3


0




Pipe Data


ft

Schedule Velocity

ft/s

0028 301 S41 1 19.04 CPVC 7.74

0027 302 301 1 14.21 CPVC 15.59

0017 303 302 2 28.88 CPVC 4.71

0195 300 303 2 106.31 CPVC 7.2

0197 CV3-O 300 2.5 8.93 40 4.74

0750 CV3-I CV3-O 2.5 CV-1F Check 0

0198 BV3-O CV3-I 2.5 1.18 40 4.74

0749 BV3-I BV3-O 2.5 BFV-N 0

0199 SP3 BV3-I 2.5 12.6 40 4.74

0200 CV4-O SP3 4 23.76 10 1.59


0751 BV4-I CV4-I 4 BFV-N 0

0202 BOR BV4-I 4 3.82 10 1.59

0207 BFP-O BOR 4 228.99 DI350 1.56


0210 W1 BFP-I 4 46.86 DI350 1.56

0036 301 S42 1 13.96 CPVC 7.85

0014 303 S40 1 47.58 CPVC 8.23




PIPE INFORMATION

Node 1Node 2

Elev 1Elev 2

(ft)


(gpm/psi½)


(gpm)

Nominal IDActual ID

(in)


(ft)

LFT

(ft)

C FactorPf per ft

(psi)


(psi)

NOTES

1Path No:

S41301

27.9228.42

5.8 2323

11.101


7.0412

19.04

1500.0877

15.7-0.21.7

301302

28.4228.42

23.346.3

11.101

1x(BM.Tee-Br)=5 9.215

14.21

1500.3203

17.20

4.6302303

28.4228.42

046.3

22.003

4x(BM.Tee-Run)=4 24.884

28.88

1500.0174

21.70

0.5303300

28.4228.42

24.470.7

22.003

1x(us.90)=6.481x(BM.90)=109x(BM.Tee-Run)=91x(BM.Tee-Br)=10

70.8335.48

106.31

1500.0381

22.20

4.1

300CV3-O

28.4226.92

070.7

2.52.469


1.937

8.93

1200.0208

26.30.60.2

CV3-OCV3-I

26.9226.92

070.7

2.50

0.670

0.67

00.7909

27.10

0.5

CV-1F Check

CV3-IBV3-O

26.9226.92

070.7

2.52.469

1x(coupling)=1 0.181

1.18

1200.0208

27.60

0.0BV3-OBV3-I

26.9226.92

070.7

2.50

0.150

0.15

00.8484

27.60

0.1

BFV-N

BV3-ISP3

26.9226.92

070.7

2.52.469

1x(us.Tee-Br)=12 0.612

12.6

1200.0208

27.80

0.3SP3CV4-O

26.924.47

070.7

44.26

1x(coupling)=1.32 22.441.32

23.76

1200.0015

289.70.0

CV4-OCV4-I

4.473.67

070.7

40

0.80

0.8

00.2397

37.80.30.2

CV-1 FRCheck

CV4-IBV4-I

3.673.5

070.7

40

0.170

0.17

00.125

38.30.10.0

BFV-N

BV4-IBOR

3.51

070.7

44.26

1x(coupling)=1.32 2.51.323.82

1200.0015

38.41.1

0BORBFP-O

12

070.7

44.3

1x(coupling)=1.834x(us.90)=73.31

153.8575.14

228.99

1400.001

39.5-0.40.2

BFP-OBFP-I

22

070.7

40

3.170

3.17

02.2987

39.30

7.3

Watts 757DCDA

BFP-IW1

2-3

070.7

44.3

2x(us.90)=36.66 10.236.6646.86

1400.001

46.62.20.0

W1 48.8




PIPE INFORMATION

Node 1Node 2

Elev 1Elev 2

(ft)


(gpm/psi½)


(gpm)

Nominal IDActual ID

(in)


(ft)

LFT

(ft)

C FactorPf per ft

(psi)


(psi)

NOTES

2Path No:

S42301

27.9228.42

5.8 23.323.3

11.101


3.9610

13.96

1500.0898

16.1-0.21.3

301 17.2

3Path No:

S40303

27.9228.42

5.8 24.424.4

11.101


25.5822

47.58

1500.0982

17.7-0.24.7

303 22.2





Design

Remote Area Name Remote Area Location Occupancy Classification Density (gpm/ft²) Area of Application (ft²) Coverage per Sprinkler (ft²) Number of Calculated Sprinklers In-Rack Demand (gpm) Special Heads Hose Streams (gpm) Total Water Required (incl. Hose Streams) (gpm) Required Pressure at Source (psi) Type of System Volume - Downstream DPV (gal)

3 4th Floor Breezeway Residential 0.1 479 182 4 0 100 178.2 47.2 Dry 115.2 gal









Job Information


Notes


File: C:\Users\Michael\Desktop\My Folder\Michael Smith JOBS\302-15 Silverleaf Ambassador #4\FP\302-15 FPHyd.dwg




OffOff


File: C:\Users\Michael\Desktop\My Folder\Michael Smith JOBS\302-15 Silverleaf Ambassador #4\FP\302-15 FP Hyd.dwg




Calculation Info




750 30


100 100

Hoses


78.2 0 0 78.2


0 37.9 78.2 N/A

Sprinklers

Other






Flow, gpm

Pre

ssu

re, p

si60

50

40

30

20

10

0

S1

S2

26.703

D1

D2D2 D3

0 300 400 500 600 700 800





Pressure (psi)Label

Graph Labels

Flow (gpm)Values

Description









Pressure (psi) @ Flow (gpm)89.6Supply 55.5 7 178.2

Open Heads




Flow

(gpm)

Coverage

(ft²)




S32 5.6 0.1 10.8 7 0.185 12.820108OverheadSprinkler

S33 5.6 0.1 10.8 7 0.194 13.920.9108OverheadSprinkler




Node Data


Node#Elev

ft

TypeHgroup

K-Fact.Open/Closed

gpm/psi½


gpmgpm

CoverageDensity

ft²gpm/ft²


psipsi


psigpm

S3038.67


5.6Open

18.20

1820.1

10.6-18.1

10.618.2

S3138.67


5.6Open

19.10.9

1820.105

11.6-18.1

10.618.2

S3238.67


5.6Open

209.2

1080.185

12.8-18.1

710.8

S3338.67


5.6Open

20.910.1

1080.194

13.9-18.1

710.8

40740.17

NodeNODE

11.7-18.7

40840.17

NodeNODE

13-18.7

40940.17

NodeNODE

14.2-18.7

40040.17

NodeNODE

19.4-18.7

DV1-O33

NodeNODE

23.5-15.6

DV1-I31.98

NodeNODE

24-15.2

BV1-I31.83

NodeNODE

24.2-15.1

CV4-O4.47

NodeNODE

36.1-3.2

CV4-I3.67

NodeNODE

36.7-2.9

BV4-I3.5

NodeNODE

36.8-2.8

BFP-O2

NodeNODE

37.7-2.2

BOR1

NodeNODE

37.9-1.7

BFP-I2

NodeNODE

44.9-2.2

W1-3


0




Pipe Data


ft

Schedule Velocity

ft/s

0549 407 S30 1 16.5 40Galv 6.76

0548 408 407 1.25 40Galv 7.99

0547 409 408 1.5 40Galv 9.02

0123 400 409 2 88.1 40Galv 7.47

0128 DV1-O 400 2.5 39.95 40Galv 5.24

0750 DV1-I DV1-O 2.5 DPV-1 0

0749 BV1-I DV1-I 2.5 BFV-N 0

0130 CV4-O BV1-I 4 28.68 10 1.76


0751 BV4-I CV4-I 4 BFV-N 0

0134 BOR BV4-I 4 3.82 10 1.76

0139 BFP-O BOR 4 228.99 DI350 1.73


0142 W1 BFP-I 4 46.86 DI350 1.73

0747 407 S31 1 6.5 40Galv 7.08

0746 408 S32 1 6.5 40Galv 7.43

0550 409 S33 1 6.5 40Galv 7.76




PIPE INFORMATION

Node 1Node 2

Elev 1Elev 2

(ft)


(gpm/psi½)


(gpm)

Nominal IDActual ID

(in)


(ft)

LFT

(ft)

C FactorPf per ft

(psi)


(psi)

NOTES

1Path No:

S30407

38.6740.17

5.6 18.218.2

11.049

1x(us.90)=2 14.52

16.5

1200.1089

10.6-0.61.8

407408

40.1740.17

19.137.3

1.251.38

11.50

11.5

1200.108

11.70

1.2408409

40.1740.17

2057.3

1.51.61

110

11

1200.1129

130

1.2409400

40.1740.17

20.978.2

22.067

3x(us.Tee-Br)=30 58.130

88.1

1200.0595

14.20

5.2400DV1-O

40.1733

078.2

2.52.469


20.9519

39.95

1200.025

19.43.1

1DV1-ODV1-I

3331.98

078.2

2.50

1.020

1.02

00.0142

23.50.40.0

DPV-1

DV1-IBV1-I

31.9831.83

078.2

2.50

0.150

0.15

01.0421

240.10.2

BFV-N

BV1-ICV4-O

31.834.47

078.2

44.26

1x(coupling)=1.32 27.361.32

28.68

1200.0018

24.211.90.1

CV4-OCV4-I

4.473.67

078.2

40

0.80

0.8

00.2643

36.10.30.2

CV-1 FRCheck

CV4-IBV4-I

3.673.5

078.2

40

0.170

0.17

00.1423

36.70.10.0

BFV-N

BV4-IBOR

3.51

078.2

44.26

1x(coupling)=1.32 2.51.323.82

1200.0018

36.81.1

0BORBFP-O

12

078.2

44.3

1x(coupling)=1.834x(us.90)=73.31

153.8575.14

228.99

1400.0013

37.9-0.40.3

BFP-OBFP-I

22

078.2

40

3.170

3.17

02.2759

37.70

7.2

Watts 757DCDA

BFP-IW1

2-3

078.2

44.3

2x(us.90)=36.66 10.236.6646.86

1400.0013

44.92.20.1

W1 47.2

2Path No:

S31407

38.6740.17

5.6 19.119.1

11.049

1x(us.Tee-Br)=5 1.55

6.5

1200.1186

11.6-0.60.8

407 11.7




PIPE INFORMATION

Node 1Node 2

Elev 1Elev 2

(ft)


(gpm/psi½)


(gpm)

Nominal IDActual ID

(in)


(ft)

LFT

(ft)

C FactorPf per ft

(psi)


(psi)

NOTES

3Path No:

S32408

38.6740.17

5.6 2020

11.049


6.5

1200.1297

12.8-0.60.8

408 13

4Path No:

S33409

38.6740.17

5.6 20.920.9

11.049


6.5

1200.1407

13.9-0.60.9

409 14.2





Design

Remote Area Name Remote Area Location Occupancy Classification Density (gpm/ft²) Area of Application (ft²) Coverage per Sprinkler (ft²) Number of Calculated Sprinklers In-Rack Demand (gpm) Special Heads Hose Streams (gpm) Total Water Required (incl. Hose Streams) (gpm) Required Pressure at Source (psi) Type of System Volume - Downstream DPV (gal)

1 4th Floor Unit Residential 0.056 341 324 4 0 100 173.1 48.3 Dry 120.3 gal





4 Head Design Area





Job Information


Notes






OffOff






Calculation Info




750 30


100 100

Hoses


73.1 0 0 73.1


0 39 73.1 N/A

Sprinklers

Other






Flow, gpm

Pre

ssu

re, p

si60

50

40

30

20

10

0

S1

S2

26.703

D1

D2D2 D3

0 300 400 500 600 700 800





Pressure (psi)Label

Graph Labels

Flow (gpm)Values

Description









Pressure (psi) @ Flow (gpm)82.2Supply 55.6 6 173.1

Open Heads




Flow

(gpm)

Coverage

(ft²)









Node Data


Node#Elev

ft

TypeHgroup

K-Fact.Open/Closed

gpm/psi½


gpmgpm

CoverageDensity

ft²gpm/ft²


psipsi


psigpm

S338.67


4.9Open

181.8

3240.056

13.5-18.1

13.516.2

S138.67


4.9Open

18.32.1

3240.057

14-18.1

13.516.2

S238.67


4.9Open

18.32.1

3240.057

14-18.1

13.516.2

S438.67


4.9Open

18.52.3

3240.057

14.2-18.1

13.516.2

40140.17

NodeNODE

14.5-18.7

40540.17

NodeNODE

14.6-18.7

40240.17

NodeNODE

14.7-18.7

40340.17

NodeNODE

16.3-18.7

40440.17

NodeNODE

16.5-18.7

40040.17

NodeNODE

20.7-18.7

DV1-O33

NodeNODE

24.7-15.6

DV1-I31.98

NodeNODE

25.1-15.2

BV1-I31.83

NodeNODE

25.3-15.1

CV4-O4.47

NodeNODE

37.2-3.2

CV4-I3.67

NodeNODE

37.8-2.9

BV4-I3.5

NodeNODE

37.9-2.8

BFP-O2

NodeNODE

38.8-2.2

BOR1

NodeNODE

39-1.7

BFP-I2

NodeNODE

46-2.2

W1-3


0




Pipe Data


ft

Schedule Velocity

ft/s

0002 405 S3 1 16 40Galv 6.68

0003 404 405 1.25 18.44 40Galv 7.82

0034 400 404 2 79.94 40Galv 6.99

0071 DV1-O 400 2.5 39.95 40Galv 4.9

0750 DV1-I DV1-O 2.5 DPV-1 0

0749 BV1-I DV1-I 2.5 BFV-N 0

0073 CV4-O BV1-I 4 28.68 10 1.65


0751 BV4-I CV4-I 4 BFV-N 0

0077 BOR BV4-I 4 3.82 10 1.65

0082 BFP-O BOR 4 228.99 DI350 1.62


0085 W1 BFP-I 4 46.86 DI350 1.62

0016 401 S1 1 10.9 40Galv 6.81

0011 402 401 1.25 40Galv 3.93

0010 403 402 1.25 15.21 40Galv 7.87

0004 404 403 2 40Galv 3.51

0018 402 S2 1 11.96 40Galv 6.81

0549 405 S4 1 9 40Galv 6.85




PIPE INFORMATION

Node 1Node 2

Elev 1Elev 2

(ft)


(gpm/psi½)


(gpm)

Nominal IDActual ID

(in)


(ft)

LFT

(ft)

C FactorPf per ft

(psi)


(psi)

NOTES

1Path No:

S3405

38.6740.17

4.9 1818

11.049

2x(us.90)=4 124

16

1200.1067

13.5-0.61.7

405404

40.1740.17

18.536.5

1.251.38

1x(us.Tee-Br)=6 12.446

18.44

1200.1037

14.60

1.9404400

40.1740.17

36.773.1

22.067

1x(us.Tee-Br)=10 69.9410

79.94

1200.0526

16.50

4.2400DV1-O

40.1733

073.1

2.52.469


20.9519

39.95

1200.0221

20.73.10.9

DV1-ODV1-I

3331.98

073.1

2.50

1.020

1.02

00.0089

24.70.4

0

DPV-1

DV1-IBV1-I

31.9831.83

073.1

2.50

0.150

0.15

00.9092

25.10.10.1

BFV-N

BV1-ICV4-O

31.834.47

073.1

44.26

1x(coupling)=1.32 27.361.32

28.68

1200.0016

25.311.90.0

CV4-OCV4-I

4.473.67

073.1

40

0.80

0.8

00.2478

37.20.30.2

CV-1 FRCheck

CV4-IBV4-I

3.673.5

073.1

40

0.170

0.17

00.1306

37.80.10.0

BFV-N

BV4-IBOR

3.51

073.1

44.26

1x(coupling)=1.32 2.51.323.82

1200.0016

37.91.1

0BORBFP-O

12

073.1

44.3

1x(coupling)=1.834x(us.90)=73.31

153.8575.14

228.99

1400.0011

39-0.40.3

BFP-OBFP-I

22

073.1

40

3.170

3.17

02.2944

38.80

7.3

Watts 757DCDA

BFP-IW1

2-3

073.1

44.3

2x(us.90)=36.66 10.236.6646.86

1400.0011

462.20.1

W1 48.3




PIPE INFORMATION

2Path No:

S1401

38.6740.17

4.9 18.318.3

11.049

1x(us.Tee-Br)=51x(us.90)=2

3.97

10.9

1200.1104

14-0.61.2

401402

40.1740.17

018.3

1.251.38

4.180

4.18

1200.029

14.50

0.1402403

40.1740.17

18.336.7

1.251.38

1x(us.Tee-Br)=6 9.216

15.21

1200.1048

14.70

1.6403404

40.1740.17

036.7

22.067

14.020

14.02

1200.0146

16.30

0.2404 16.5

3Path No:

S2402

38.6740.17

4.9 18.318.3

11.049


4.967

11.96

1200.1104

14-0.61.3

402 14.7

4Path No:

S4405

38.6740.17

4.9 18.518.5

11.049


279

1200.1118

14.2-0.6

1405 14.6





Documents

HYDRAULIC CALCULATIONS for - … : Silverleaf Ambassador Bldg. 4. Node Data. Hydraulic Calculations / Fluid Delivery Time Analysis Node# Elev ft Type Hgroup K-Fact. Open/Closed gpm/psi½