Attch 3 Building 22 - Domiciliary - 2023.pdf

FH 8

FH 4

INSTALL FIRE BOOSTER PUMP

NEW CONNECTION AND LINE

TO FEED MAIN BUILDINGS

OPEN IF WE NEED TO FEED LOOP FROM TOWER

DUE TO LOSS OF CITY SUPPLY.

VALVE WILL BE NORMALLY

OPEN TO MAINTAIN TRUE LOOP

NORMALLY CLOSED. OPEN ONLY IF WE

NEED TO FEED OFF CITY ONLY, NO TOWER

OPEN

FH 16

FIRE SP

FH 3

FH 6

FH 10

FH 15

FH 14

FH 11

FH 12

FH 13

OPEN. WE FEED OUR COOLING TOWERS

FROM THE LOOP.

NORMALLY CLOSED. THIS IS A

SECONDARY POINT TO SERVE MAIN BUILDING.

2 CLOSED

FH 1FH 2

FH 5

OPEN TO MAINTAIN TRUE LOOP.

PS

Covered Patio

Concrete

19FH 9

Pad

ER

PT

WEST PALM BEACH VAMC

CAMPUS DIRECTORY & WATER DISTRIBUTION

1. MAIN HOSPITAL

2. PARKING GARAGE

3. CLC COMMUNITY LIVING CENTER

4. FISHER HOUSE

5. EMERGENCY WELL (PUMP HOUSE)

6. MAS DRIVERS TRAILER

7. VA POLICE

8. MCCR (WOODBINE LEASE NOT

DEPICTED)

9. EMS SHREDDER

10. VBA/VSO BUILDING

11. TRANSPORTATION TRAILER

12. HUMAN RESOURCES

13. WAREHOUSE

14. ADMINISTRATIVE

15. CANCER CENTER

16. MENTAL HEALTH OUTPATIENT

17. DECON (IN TUNNEL)

18. PET/CT ADDITION

19. HOSPICE

20. MAINTENANCE BUILDING

21. MRI BUILDING

22. DOMICILIARY

W T

N.C.

W2 4" WM

6" FIRE 4" WM

12" WM

8" WM

12" WM

6" WM

12" WM

8" WM

BACKFLOW PREVENTER

STATION

INCOMING WATER

FROM MILITARY TR

12" WM

24 25

26 RBFP

M DOUBLE CHECK

RBFP

M

DOUBLE CHECK

12" WM

12" WM

8" WM

12" WM

INCOMING WATER FROM BLUE HERON BLVD

LIFT

M

M

INCO

M

ING W

ATER TO BLDG 1

M

W A T E R

T O

W E R

S

12" W M12" W

M

Gulf States Engineering, Inc.

GSEeng.com

600 Azalea Road, Mobile, AL 36609

(T) 251.460.4646 (F)251.460.4649

ENGINEER

CONTRACTOR

SEAL

DRAWN: CHECKED: APPROVED:

DATE: SCALE:

DWG NUMBER: REVISION:

T

IT

L E

PROJECT STATUS:

THIS DRAWING IS THE PROPERTY OF

GSE CONSULTING ENGINEERS &

VETERAN AFFAIRS. IT IS LOANED AND

SHALL BE RETURNED UPON REQUEST.

THE CONCEPTS HEREON SHALL NOT BE

USED, COPIED, OR DISCLOSED TO

OTHERS IN WHOLE OR PART WITHOUT

WRITTEN CONSENT.

(600 AZALEA ROAD, MOBLE, AL 36609)

Patriot Strategies, LLC 201 Union St. Ste 110 Alexandria, VA 22314

1/8" = 1'-0"

A

ZTW JCS JTW

10/31/23

FP-001

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ISSUED FOR

REVIEW

E n te r a d d re s s h e re

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N.T.S.

1 OVERALL SITE PLAN

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6'

/4

6.000ø

36' - 7"

6.000ø

6' - 10 1/8"

.0 ø

/4

4.000ø

5' - 2 3/4"

4.000ø

4' - 5"

.0 ø

/8

.0 ø

/2

.0 ø

/8

/4

2'

7'

" 2'

/8

4'

/8

2'

/4

1.250ø

3' - 10 3/4"

1.000ø

3 7/8" 1.000ø

5' - 9"

1.000ø

2' - 7 3/4"

.0 ø

/2

.0 ø

/4

1.000ø

9' - 10 1/4"

4.000ø

1' - 3"

3.000ø

62' - 11 1/8"

.0 ø

/8

1.250ø

3' - 11 1/4"

1.000ø

5' - 4 3/4"

1.000ø

11' - 2 1/8"

.0 ø

/8

1.500ø

4' - 0 1/2"

1.250ø

6' - 5 7/8"

1.000ø

3' - 9 7/8"

1.000ø

6' - 4 5/8"

.0 ø

/4

1.000ø

5 3/4"

.0 ø

/4

.0 ø

/4

.0 ø

/8

1.000ø

2' - 7 1/2"

.0 ø

/4

1.000ø

7' - 7 5/8"

1.000ø

11 7/8"

1.250ø

4' - 9 5/8"

1.500ø

4' - 5 3/4"

1.000ø

1' - 8 1/2"

1.000ø

10"

1.000ø

1' - 2 1/8"

1.250ø

3' - 10 1/2"

1.000ø

2' - 7 3/4"

1.000ø

9' - 3 1/2"

.0 ø

/8

12' - 2 5/8"

1.250ø

3' - 8"

1.000ø

6' - 10 1/8"

1.000ø

6' - 10"

.0 ø

/8

1.000ø

5 7/8"

.0 ø

/8

1.500ø

3' - 10 5/8"

1.500ø

8' - 3 1/2"

1.000ø

10' - 5"1 .0 ø

.0 ø

8.

0ø

4'

1/

2"

8.000ø

3' - 9 1/4"

8.000ø

4' - 11 1/2"

6.000ø

41' - 0 1/4"

6.

0ø

3"

2.500ø

7' - 2 5/8"

.0 ø

/8

3.000ø

27' - 10 1/4"

2'

/8

6' - 5 5/8" 10' - 0"

2.500ø

10' - 4"

3.000ø

27' - 10 1/4"

Occupancy Classification

Density

Total Hose Streams

Flowing Heads

K-Factor

Total Water Required

Total Pressure Required

Base of Riser

Base of Riser

Safety Margin

Hydraulic Information

Remote Area Name

Design Area (Actual)

Ordinary Hazard Group 1

0.15 GPM

250.00 GPM

20 @ 16.50 GPM

5.6

667.01 GPM

37.86 psi

667.01 GPM

37.86 psi

+0.59 (1.54%)

First Floor Remote Area

1600 SF

4.000ø

7 1/2"

1.000ø

4' - 7 1/2"

1.000ø

1' - 2 1/8"

1.000ø

1' - 2 1/8"

1.000ø

1' - 2 1/8"

1.000ø

1' - 7 1/8"

1.000ø

2 3/4"

1.000ø

1' - 2 1/8"

1.000ø

2 1/8"

1.000ø

1' - 7 1/8"

1.000ø

2 5/8" 1.000ø

1' - 2 1/8"

1.000ø

3' - 2 1/8"

.0 ø

/4

4.000ø

1' - 3 5/8"

1.000ø

1' - 2 1/8"

1.000ø

1' - 7 1/8"

1.000ø

3"

1.000ø

1' - 2 1/8"

1.000ø

1' - 2 1/8"

1.000ø

1' - 7 1/8"

1.000ø

2 3/4"

1.000ø

1' - 7 1/8"

1.000ø

1' - 2 1/8"

1.000ø

3"

1.000ø

2' - 6 1/4"

1.000ø

1 1/2" 1.000ø

5' - 9 1/8"

1.000ø

1 5/8"

1.000ø

1 5/8"

4.000ø

6 1/4"

8.000ø

4' - 3 1/8"

8.000ø

1/4"

8.000ø

1/4" 8.000ø

4' - 3 1/8"

6.000ø

3' - 5 7/8"

4.000ø

1/4"

2.500ø

1' - 0 5/8" 1.500ø

11"

2.500ø

5"

1.500ø

9 3/8"

10' - 7 1/2"

9' - 6"

9' - 4"

11' - 4"

-3' - 3 5/8"

FP-002

FP-003

FP-002

FP-003

FP-002

9' - 4"

9' - 4"

3/ 4"

Static Pressure

Residual Pressure

Flow

Outside Hose Flow

Conducted By

Witnessed By

Test Date

Test Time

Supply Information

62.00 psi

26.00 psi

839.00 GPM

0.00 GPM

Zachery Wilson

Justin Stewart

09/06/2023

10:00 A.M.

3'

3/ 8"

9'

/8

120 119

21 22

Level 1 Overall PLAN 0"

.0 ø

/8

.0 ø

/8

.0 ø

/8

4.000ø

4' - 5"

4.000ø

5' - 2 3/4"

.0 ø

/8

.0 ø

/4

4.000ø

7 1/2"

.0 ø

/8

.0 ø

.0 ø

/4

.0 ø

/8

6 7

Gulf States Engineering, Inc.

GSEeng.com

600 Azalea Road, Mobile, AL 36609

(T) 251.460.4646 (F)251.460.4649

ENGINEER

CONTRACTOR

SEAL

DRAWN: CHECKED: APPROVED:

DATE: SCALE:

DWG NUMBER: REVISION:

T

IT

L E

PROJECT STATUS:

THIS DRAWING IS THE PROPERTY OF

GSE CONSULTING ENGINEERS &

VETERAN AFFAIRS. IT IS LOANED AND

SHALL BE RETURNED UPON REQUEST.

THE CONCEPTS HEREON SHALL NOT BE

USED, COPIED, OR DISCLOSED TO

OTHERS IN WHOLE OR PART WITHOUT

WRITTEN CONSENT.

(600 AZALEA ROAD, MOBLE, AL 36609)

Patriot Strategies, LLC 201 Union St. Ste 110 Alexandria, VA 22314

As indicated

A

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09/26/23

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3/16" = 1'-0"

LEVEL 1 FIRE PROTECTION PLAN 1 0F 3

Sprinkler Legend

Symbol Type Description Response K-Factor Count

1/2" Pendent R3516 F1RES49 4.9 (FR) Chrome 155°F Pendent Fast Response

4.9 7

1/2" Upright RA1425 F1FR56 5.6 (QR) Brass 155°F Upright Quick Response

5.6 3

1/2" Pendent TY-FRB Pendent Chrome 155°F/68°C 5.6K ½" NPT Quck Response

5.6 17

1/2" = 1'-0"

RISER DIAGRAM

KEY PLAN

1. NFPA 13 (2016 EDITION)

APPLICABLE CODES:

R E

V D

A T

E D

E S

C R

IP

T

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N

D R

A W

N B

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B Y

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/2

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S U

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F O

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W

Z T

W J

.5 ø

/4

1.500ø

4' - 4 7/8"

.5 ø

/2

10' - 7"

9' - 6"

FP-002

FP-003

FP-002

FP-003

FP-002

FP-004

FP-003

FP-004

Gulf States Engineering, Inc.

GSEeng.com

600 Azalea Road, Mobile, AL 36609

(T) 251.460.4646 (F)251.460.4649

ENGINEER

CONTRACTOR

SEAL

DRAWN: CHECKED: APPROVED:

DATE: SCALE:

DWG NUMBER: REVISION:

T

IT

L E

PROJECT STATUS:

THIS DRAWING IS THE PROPERTY OF

GSE CONSULTING ENGINEERS &

VETERAN AFFAIRS. IT IS LOANED AND

SHALL BE RETURNED UPON REQUEST.

THE CONCEPTS HEREON SHALL NOT BE

USED, COPIED, OR DISCLOSED TO

OTHERS IN WHOLE OR PART WITHOUT

WRITTEN CONSENT.

(600 AZALEA ROAD, MOBLE, AL 36609)

Patriot Strategies, LLC 201 Union St. Ste 110 Alexandria, VA 22314

3/16" = 1'-0"

A

ZTW JCS JTW

09/26/23

FP-003

W E

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3/16" = 1'-0"

LEVEL 1 FIRE PROTECTION PLAN 2 OF 3

KEY PLAN

1. NFPA 13 (2016 EDITION)

APPLICABLE CODES:

R E

V D

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C R

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2.500ø

35' - 7 7/8"

10' - 5 5/8" 2.500ø

6' - 10 1/4"

9' - 7 1/2"

33' - 3 5/8" 6' - 11 3/4"

2' - 4 1/4" 2.500ø

6 7/8"

FP-002

FP-004

FP-003

FP-004

Gulf States Engineering, Inc.

GSEeng.com

600 Azalea Road, Mobile, AL 36609

(T) 251.460.4646 (F)251.460.4649

ENGINEER

CONTRACTOR

SEAL

DRAWN: CHECKED: APPROVED:

DATE: SCALE:

DWG NUMBER: REVISION:

T

IT

L E

PROJECT STATUS:

THIS DRAWING IS THE PROPERTY OF

GSE CONSULTING ENGINEERS &

VETERAN AFFAIRS. IT IS LOANED AND

SHALL BE RETURNED UPON REQUEST.

THE CONCEPTS HEREON SHALL NOT BE

USED, COPIED, OR DISCLOSED TO

OTHERS IN WHOLE OR PART WITHOUT

WRITTEN CONSENT.

(600 AZALEA ROAD, MOBLE, AL 36609)

Patriot Strategies, LLC 201 Union St. Ste 110 Alexandria, VA 22314

3/16" = 1'-0"

A

ZTW JCS JTW

09/26/23

FP-004

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3/16" = 1'-0"

LEVEL 1 FIRE PROTECTION PLAN 3 OF 3

KEY PLAN

1. NFPA 13 (2016 EDITION)

APPLICABLE CODES:

R E

V D

A T

E D

E S

C R

IP

T

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N

D R

A W

N B

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S U

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2.500ø

40' - 1 3/4"

.5 ø

/8

2.500ø

28' - 11 3/4"

.0 ø

/8

10' - 6 1/4"

.5 ø

/8

9' - 8"

3.000ø

12' - 8 3/8"

.0 ø

/2

1.500ø

7 1/8"

.5 ø

/4

39' - 6"

1.500ø

6 1/4"

9' - 8"

FP-005

FP-006

FP-005

FP-006

Gulf States Engineering, Inc.

GSEeng.com

600 Azalea Road, Mobile, AL 36609

(T) 251.460.4646 (F)251.460.4649

ENGINEER

CONTRACTOR

SEAL

DRAWN: CHECKED: APPROVED:

DATE: SCALE:

DWG NUMBER: REVISION:

T

IT

L E

PROJECT STATUS:

THIS DRAWING IS THE PROPERTY OF

GSE CONSULTING ENGINEERS &

VETERAN AFFAIRS. IT IS LOANED AND

SHALL BE RETURNED UPON REQUEST.

THE CONCEPTS HEREON SHALL NOT BE

USED, COPIED, OR DISCLOSED TO

OTHERS IN WHOLE OR PART WITHOUT

WRITTEN CONSENT.

(600 AZALEA ROAD, MOBLE, AL 36609)

Patriot Strategies, LLC 201 Union St. Ste 110 Alexandria, VA 22314

3/16" = 1'-0"

A

ZTW JCS JTW

09/26/23

FP-005

W E

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3/16" = 1'-0"

LEVEL 2 FIRE PROTECTION PLAN 1 OF 2

KEY PLAN

1. NFPA 13 (2016 EDITION)

APPLICABLE CODES:

R E

V D

A T

E D

E S

C R

IP

T

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N

D R

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5'

1.000ø

9' - 10 3/8"

1.000ø

10 3/4"

.5 ø

/2

.5 ø

/4

2.000ø

39' - 3 1/8"

1.000ø

3' - 9 1/4"

.0 ø

/4

.5 ø

/4

.5 ø

/8

.5 ø

1.000ø

1' - 0 3/8"

1.000ø

8' - 1 3/4"

1.000ø

3' - 9 5/8"

9' - 7"

Occupancy Classification

Density

Total Hose Streams

Flowing Heads

K-Factor

Total Water Required

Total Pressure Required

Base of Riser

Base of Riser

Safety Margin

Hydraulic Information

Remote Area Name

Design Area (Actual)

Light Hazard

0.10 GPM

100.00 GPM

7 @ 23.85 GPM

4.9

278.85 GPM

84.03 psi

278.85 GPM

84.03 psi

-26.73 (-46.63%)

Second Floor Remote Area

1037 SF

.5 ø

1.000ø

1' - 3 7/8"

1.000ø

2' - 1 7/8"

1.000ø

7 5/8"

1.000ø

1' - 3 7/8"

.5 ø

/8

1.000ø

2' - 1 7/8"

1.000ø

7 3/4"

1.000ø

2' - 1 7/8"

.5 ø

/8

1.000ø

1' - 3 7/8"

.5 ø

/8

9' - 8"

9' - 8"

8' - 11 3/4"

4'

/4

/8

.5 ø

.5 ø

/4

.5 ø

.5 ø

/4

.5 ø

.5 ø

/4

.5 ø

.5 ø

/4

6'

/2

.5 ø

.5 ø

1.000ø

1' - 3 7/8"

1.000ø

3' - 8 7/8"

FP-005

FP-006

FP-005

FP-006

Gulf States Engineering, Inc.

GSEeng.com

600 Azalea Road, Mobile, AL 36609

(T) 251.460.4646 (F)251.460.4649

ENGINEER

CONTRACTOR

SEAL

DRAWN: CHECKED: APPROVED:

DATE: SCALE:

DWG NUMBER: REVISION:

T

IT

L E

PROJECT STATUS:

THIS DRAWING IS THE PROPERTY OF

GSE CONSULTING ENGINEERS &

VETERAN AFFAIRS. IT IS LOANED AND

SHALL BE RETURNED UPON REQUEST.

THE CONCEPTS HEREON SHALL NOT BE

USED, COPIED, OR DISCLOSED TO

OTHERS IN WHOLE OR PART WITHOUT

WRITTEN CONSENT.

(600 AZALEA ROAD, MOBLE, AL 36609)

Patriot Strategies, LLC 201 Union St. Ste 110 Alexandria, VA 22314

As indicated

A

ZTW JCS JTW

09/26/23

FP-006

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3/16" = 1'-0"

LEVEL 2 FIRE PROTECTION PLAN 2 OF 2

Sprinkler Legend

Symbol Type Description Response K-Factor Count

1/2" Pendent R3516 F1RES49 4.9 (FR) Chrome 155°F Pendent Fast Response

4.9 7

1/2" Upright RA1425 F1FR56 5.6 (QR) Brass 155°F Upright Quick Response

5.6 3

1/2" Pendent TY-FRB Pendent Chrome 155°F/68°C 5.6K ½" NPT Quck Response

5.6 17

KEY PLAN

1. NFPA 13 (2016 EDITION)

APPLICABLE CODES:

R E

V D

A T

E D

E S

C R

IP

T

IO

N

D R

A W

N B

Y

IS

S U

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B Y

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/3

/2

IS

S U

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F O

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Location: 7305 N Military Trl, West Palm Beach, FL 33410, , Project Name: West Palm VA Sprinkler Hydraulic Calculations

Drawing Name: 22 - Domiciliary Calculation Date:10/31/2023

Hydraulic Calculations Summary for

Design

Ordinary Hazard Group 1

1500 SF

110 SF (typical)

First Floor Remote Area

0.15 GPM/SF

Remote Area Name:

Occupancy Classification:

Density

Area of Application:

Coverage per Sprinkler:

Type of Sprinklers Calculated:

No. of Sprinklers Calculated:

at Node:

Fire Protection Wet

N/AN/A

1250.00 GPM

0.0 galType of System:

In-rack Demand:

Hose Streams:

Volume of Dry or PreAction System:

at Node:

Type Allowance at Source

Total Water Required (including Hose Streams where applicable)

37.86 psi@667.01 GPMFROM: Water Supply at Node 1:

0.59 psiSafety Margin:

Gulf States Engineering

Veterans Medical Center

600 Azalea Rd, Mobile, AL 36609, 251-460-4646 Zachery Wilson

Contact Name

Address:

Phone Number:

Authority Having Jurisdiction:

Name of Designer:

Automatic Peaking Results

Notes:

10/31/2023 Page 1AutoSPRINK RVT v7.1.23.0 2:47:00PMFirst Floor Remote Area@ M.E.P.CAD, Inc.

Hydraulic Graph

Water Supply

Node: 1

Job Name: West Palm VA Sprinkler Hydraulic Calculations

Remote Area Name: First Floor Remote Area Date: 10/31/2023 N 1.85

Summary Sheet

No pressure is being required from the Source/Supply to meet the demand (by a margin of this negative value).

A negative result in Required Pressure indicates that the Pump is capable of furnishing all of the pressure required by the demand reported within this calculation.

10/31/2023 Page 1AutoSPRINK RVT v7.1.23.0 2:47:00PM@ M.E.P.CAD, Inc.

(GPM) (GPM) (K) (psi)

Outflowing Devices Report Description: Ordinary Hazard Group 1

Job Number: A23040

Device

Actual Flow Minimum Flow K-Factor Pressure

Sprinkler 102 20.51 GPM 16.50 GPM 5.6 13.41 psi

Sprinkler 107 19.65 GPM 16.50 GPM 5.6 12.31 psi

Sprinkler 112 22.05 GPM 16.50 GPM 5.6 15.50 psi

Sprinkler 114 22.71 GPM 16.50 GPM 5.6 16.45 psi

Sprinkler 108 23.67 GPM 16.50 GPM 5.6 17.87 psi

Sprinkler 113 22.48 GPM 16.50 GPM 5.6 16.11 psi

Sprinkler 115 22.39 GPM 16.50 GPM 5.6 15.99 psi

Sprinkler 116 22.14 GPM 16.50 GPM 5.6 15.63 psi

Sprinkler 106 22.31 GPM 16.50 GPM 5.6 15.87 psi

Sprinkler 104 19.66 GPM 16.50 GPM 5.6 12.32 psi

Sprinkler 103 19.36 GPM 16.50 GPM 5.6 11.95 psi

Sprinkler 105 21.16 GPM 16.50 GPM 5.6 14.28 psi

Sprinkler 111 22.11 GPM 16.50 GPM 5.6 15.59 psi

Sprinkler 110 19.93 GPM 16.50 GPM 5.6 12.67 psi

Sprinkler 109 19.83 GPM 16.50 GPM 5.6 12.54 psi

Sprinkler 118 17.08 GPM 16.50 GPM 5.6 9.30 psi

Sprinkler 119 16.50 GPM 16.50 GPM 5.6 8.68 psi

Sprinkler 120 18.75 GPM 16.50 GPM 5.6 11.21 psi

Sprinkler 101 22.37 GPM 16.50 GPM 5.6 15.96 psi

Sprinkler 117 22.34 GPM 16.50 GPM 5.6 15.92 psi

Most Demanding Sprinkler Data

10/31/2023 Page 1AutoSPRINK RVT v7.1.23.0 2:47:01PM@ M.E.P.CAD, Inc.

Job Name: West Palm VA Sprinkler Hydraulic Calculations

Remote Area Name: First Floor Remote Area Date: 10/31/2023

(psi) (psi)(GPM)(psi)(GPM)(psi)

Supply Analysis

Node Name Static Residual Flow Available Total Demand Required Pressure

26.00 psi1 37.86 psi667.01 GPM839.00 GPM 38.45 psi62.00 psiWater Supply

Node Analysis

Discharge at

Node

(GPM)

Pressure at

Node

(psi)

Elevation (ft)Node Number Node Type Notes

-3' - 3 5/8" 417.01 GPM37.86 psi Supply

8' - 0 3/8" 22.37 GPM15.96 psi Sprinklers

8' - 0 3/8" 20.51 GPM13.41 psi Sprinklers

8' - 0 3/8" 19.36 GPM11.95 psi Sprinklers

8' - 0 3/8" 19.66 GPM12.32 psi Sprinklers

8' - 0 3/8" 21.16 GPM14.28 psi Sprinklers

8' - 0 3/8" 22.31 GPM15.87 psi Sprinklers

8' - 0 3/8" 19.65 GPM12.31 psi Sprinklers

8' - 0 3/8" 23.67 GPM17.87 psi Sprinklers

8' - 0 3/8" 19.83 GPM12.54 psi Sprinklers

8' - 0 3/8" 19.93 GPM12.67 psi Sprinklers

8' - 0 3/8" 22.11 GPM15.59 psi Sprinklers

8' - 0 3/8" 22.05 GPM15.50 psi Sprinklers

8' - 0 3/8" 22.48 GPM16.11 psi Sprinklers

8' - 0 3/8" 22.71 GPM16.45 psi Sprinklers

8' - 0 3/8" 22.39 GPM15.99 psi Sprinklers

8' - 0 3/8" 22.14 GPM15.63 psi Sprinklers

8' - 0 3/8" 22.34 GPM15.92 psi Sprinklers

12' - 4 7/8" 17.08 GPM9.30 psi Sprinklers

10/31/2023 Page 1AutoSPRINK RVT v7.1.23.0 2:47:01PM@ M.E.P.CAD, Inc.

Discharge at

Node

(GPM)

Pressure at

Node

(psi)

Elevation (ft)Node Number Node Type Notes

12' - 5 1/8" 16.50 GPM8.68 psi Sprinklers

12' - 5 1/8" 18.75 GPM11.21 psi Sprinklers

-3' - 3 5/8" 37.71 psi2

-3' - 3 5/8" 32.53 psi3

-3' - 3 5/8" 30.38 psi4

1' - 0 3/8" 28.30 psi5

2' - 1" 27.80 psi6

2' - 1" 27.21 psi7

2' - 5 1/2" 35.15 psi8

3' - 2 1/8" 26.18 psi9

4' - 3" 24.54 psi11

9' - 4" 21.53 psi14

9' - 4" 20.12 psi15

9' - 4" 19.84 psi16

9' - 4" 19.84 psi17

9' - 4" 16.88 psi18

9' - 4" 14.09 psi19

9' - 4" 19.77 psi20

9' - 4" 13.43 psi21

9' - 4" 15.21 psi22

9' - 4" 16.96 psi23

9' - 4" 19.72 psi24

9' - 4" 19.66 psi25

10/31/2023 Page 2AutoSPRINK RVT v7.1.23.0 2:47:01PM@ M.E.P.CAD, Inc.

Discharge at

Node

(GPM)

Pressure at

Node

(psi)

Elevation (ft)Node Number Node Type Notes

9' - 4" 13.63 psi26

9' - 4" 16.88 psi27

9' - 4" 19.65 psi28

9' - 4" 19.61 psi29

9' - 4" 17.92 psi30

9' - 4" 18.51 psi31

9' - 4" 18.68 psi32

9' - 4" 19.61 psi33

9' - 4" 19.61 psi34

9' - 4" 19.84 psi35

9' - 4" 19.84 psi36

9' - 4" 19.84 psi37

9' - 6" 19.65 psi38

9' - 6" 19.65 psi39

10' - 7" 19.18 psi44

10' - 7" 19.18 psi45

10' - 7 1/2" 19.03 psi46

10' - 7 1/2" 19.03 psi47

10' - 7 1/2" 19.03 psi48

11' - 4" 18.73 psi49

11' - 4" 18.30 psi50

11' - 4" 18.72 psi51

11' - 4" 18.31 psi52

10/31/2023 Page 3AutoSPRINK RVT v7.1.23.0 2:47:01PM@ M.E.P.CAD, Inc.

Discharge at

Node

(GPM)

Pressure at

Node

(psi)

Elevation (ft)Node Number Node Type Notes

11' - 4" 18.72 psi53

11' - 4" 18.72 psi54

12' - 2" 12.85 psi55

12' - 2" 9.91 psi56

10/31/2023 Page 4AutoSPRINK RVT v7.1.23.0 2:47:01PM@ M.E.P.CAD, Inc.

Date: 10/31/2023

Remote Area Name: First Floor Remote Area

Flow added this step

Pipe Information

Node 1

Node 2

Elev 1 ft

Elev 2 ft

K-Factor

Q

Total Flow

Q

Nominal ID

Actual ID

Fittings &

Devices

Equiv.

Length ft

Length ft

Fitting ft

Total ft

C Factor or

Roughness

Pf Friction

Loss Per Unit psi

Total(Pt)

Elev(Pe)

Friction(Pf)

Notes

Fitting/Device (Equivalent Length)

Fixed Pressure Losses, when applicable, are added directly to (Pf) and shown as a negative value.

Velocity

2' - 0"

12' - 2" 12' - 3 3/8"

0.11 psi

1.12 psi

12' - 5 1/8" 10' - 3 3/8"

1.000

• • • • • Route 1 • • • • •

(See

Notes)

1.049

8.68 psi16.50 GPM

0.09 psi

Sprinkler,

16.50 GPM

5.6

E(2' - 0"), Tr

6 FPS

5' - 0"

12' - 2" 8' - 7 7/8" 2.94 psi

12' - 2" 3' - 7 7/8"

1.000 (See

Notes)

1.049

9.91 psi17.08 GPM

0.34 psi

Flow (q) from Route 2

33.58 GPM T(5' - 0")

12 FPS

5' - 0"

9' - 4" 7' - 10"

1.23 psi

6.04 psi

12' - 2" 2' - 10"

1.000 (See

Notes)

1.049

12.85 psi18.75 GPM

0.77 psi

Flow (q) from Route 3

52.33 GPM PO(5' - 0")

19 FPS

26' - 4"

9' - 4" 36' - 1 1/2" 1.41 psi

9' - 4" 9' - 9 1/2"

4.000 (See

Notes)

4.260

20.12 psi364.68 GPM

0.04 psi

Flow (q) from Route 4

417.01 GPM 2E(13' - 2")

9 FPS

15' - 9 5/8"

4' - 3" 20' - 10 5/8"

2.20 psi

0.81 psi

9' - 4" 5' - 1"

4.000 (See

Notes)

4.260

21.53 psi

0.04 psi417.01 GPM BV(15' - 9 5/8"), Tr

9 FPS

28' - 11 5/8"

3' - 2 1/8" 30' - 0 1/2"

0.47 psi

1.17 psi

4' - 3" 1' - 0 7/8"

4.000 (See

Notes)

4.260

24.54 psi

0.04 psi417.01 GPM CV(28' - 11 5/8")

9 FPS

13' - 2"

2' - 1" 14' - 3 1/8"

0.48 psi

0.56 psi

3' - 2 1/8" 1' - 1 1/8"

4.000 (See

Notes)

4.260

26.18 psi

0.04 psi417.01 GPM E(13' - 2")

9 FPS

13' - 2"

2' - 1" 15' - 1 3/8" 0.59 psi

2' - 1" 1' - 11 3/8"

4.000 (See

Notes)

4.260

27.21 psi

0.04 psi417.01 GPM E(13' - 2")

9 FPS

1' - 0 3/8" 1' - 0 5/8"

0.46 psi

0.04 psi

2' - 1" 1' - 0 5/8"

4.000 (See

Notes)

4.260

27.80 psi

0.04 psi417.01 GPM red

9 FPS

14' - 0"

-3' - 3 5/8" 18' - 4"

1.88 psi

0.21 psi

1' - 0 3/8" 4' - 4"

6.000 (See

Notes)

5.500

28.30 psi

0.01 psi417.01 GPM E(14' - 0")

6 FPS

29' - 11 3/8"

-3' - 3 5/8" 136' - 6 1/2" 2.15 psi

-3' - 3 5/8" 106' - 7 1/8"

6.000 (See

Notes)

5.500

30.38 psi

0.02 psi417.01 GPM 4EE(4' - 11 7/8"), E(9' - 11 3/4")

6 FPS

10/31/2023 Page 1AutoSPRINK RVT v7.1.23.0 2:47:01PMFirst Floor Remote Area@ M.E.P.CAD, Inc.

Remote Area Name: First Floor Remote Area

Flow added this step

Pipe Information

Node 1

Node 2

Elev 1 ft

Elev 2 ft

K-Factor

Q

Total Flow

Q

Nominal ID

Actual ID

Fittings &

Devices

Equiv.

Length ft

Length ft

Fitting ft

Total ft

C Factor or

Roughness

Pf Friction

Loss Per Unit psi

Total(Pt)

Elev(Pe)

Friction(Pf)

Notes

Fitting/Device (Equivalent Length)

Fixed Pressure Losses, when applicable, are added directly to (Pf) and shown as a negative value.

Velocity

25' - 8"

2' - 5 1/2" 37' - 1 3/8"

-2.50 psi

5.12 psi

-3' - 3 5/8" 11' - 5 3/8"

8.000 (See

Notes)

7.570

32.53 psi

0.00 psi417.01 GPM 2E(12' - 10"), BFP(-5.00 psi)

3 FPS

12' - 10"

-3' - 3 5/8" 18' - 7 1/8"

2.50 psi

0.06 psi

2' - 5 1/2" 5' - 9 1/8"

8.000 (See

Notes)

7.570

35.15 psi

0.00 psi417.01 GPM E(12' - 10")

3 FPS

25' - 8"

-3' - 3 5/8" 43' - 9 3/8" 0.15 psi

-3' - 3 5/8" 18' - 1 3/8"

8.000 (See

Notes)

7.570

37.71 psi

0.00 psi417.01 GPM E(12' - 10"), 2EE(6' - 5"), S

3 FPS

250.00 GPM Hose Allowance At Source

667.01 GPM

Route 1

37.86 psi

Total(Pt)

5' - 0"

12' - 2" 5' - 2 7/8"

0.10 psi

0.51 psi

12' - 4 7/8" 2 7/8"

1.000

• • • • • Route 2 • • • • •

(See

Notes)

1.049

9.30 psi17.08 GPM

0.10 psi

Sprinkler,

17.08 GPM

5.6

T(5' - 0")

6 FPS

9.91 psi Route 2Total(Pt)

7' - 0"

12' - 2" 13' - 2 3/8"

0.11 psi

1.52 psi

12' - 5 1/8" 6' - 2 3/8"

1.000

• • • • • Route 3 • • • • •

(See

Notes)

1.049

11.21 psi18.75 GPM

0.12 psi

Sprinkler,

18.75 GPM

5.6

E(2' - 0"), T(5' - 0")

7 FPS

12.85 psi Route 3Total(Pt)

6' - 0"

9' - 4" 16' - 7 1/4"

-0.56 psi

2.04 psi

8' - 0 3/8" 10' - 7 1/4"

1.000

• • • • • Route 4 • • • • •

(See

Notes)

1.049

11.95 psi19.36 GPM

0.12 psi

Sprinkler,

19.36 GPM

5.6

3E(2' - 0"), Tr

7 FPS

9' - 4" 3' - 11 3/4" 1.79 psi

9' - 4" 3' - 11 3/4"

1.000 (See

Notes)

1.049

13.43 psi19.66 GPM

0.45 psi

Flow (q) from Route 6

39.02 GPM Tr

14 FPS

9' - 4" 6' - 8" 1.75 psi

9' - 4" 6' - 8"

1.250 (See

Notes)

1.380

15.21 psi21.16 GPM

0.26 psi

Flow (q) from Route 10

60.18 GPM Tr

13 FPS

8' - 0"

9' - 4" 12' - 4 7/8" 2.76 psi

9' - 4" 4' - 4 7/8"

1.500 (See

Notes)

1.610

16.96 psi22.31 GPM

0.22 psi

Flow (q) from Route 14

82.49 GPM PO(8' - 0")

13 FPS

10/31/2023 Page 2AutoSPRINK RVT v7.1.23.0 2:47:01PMFirst Floor Remote Area@ M.E.P.CAD, Inc.

Remote Area Name: First Floor Remote Area

Flow added this step

Pipe Information

Node 1

Node 2

Elev 1 ft

Elev 2 ft

K-Factor

Q

Total Flow

Q

Nominal ID

Actual ID

Fittings &

Devices

Equiv.

Length ft

Length ft

Fitting ft

Total ft

C Factor or

Roughness

Pf Friction

Loss Per Unit psi

Total(Pt)

Elev(Pe)

Friction(Pf)

Notes

Fitting/Device (Equivalent Length)

Fixed Pressure Losses, when applicable, are added directly to (Pf) and shown as a negative value.

Velocity

9' - 4" 2' - 2 3/4" 0.05 psi

9' - 4" 2' - 2 3/4"

4.000 (See

Notes)

4.260

19.72 psi215.53 GPM

0.02 psi

Flow (q) from Route 7

298.02 GPM Tr

7 FPS

9' - 4" 2' - 7 1/8" 0.08 psi

9' - 4" 2' - 7 1/8"

4.000 (See

Notes)

4.260

19.77 psi62.53 GPM

0.03 psi

Flow (q) from Route 5

360.55 GPM Tr

8 FPS

9' - 4" 9' - 0 3/8" 0.27 psi

9' - 4" 9' - 0 3/8"

4.000 (See

Notes)

4.260

19.84 psi4.13 GPM

0.03 psi

Flow (q) from Route 21

364.68 GPM Tr

8 FPS

20.12 psi Route 4Total(Pt)

9' - 0"

9' - 4" 18' - 7 1/4"

-0.56 psi

2.34 psi

8' - 0 3/8" 9' - 7 1/4"

1.000

• • • • • Route 5 • • • • •

(See

Notes)

1.049

12.31 psi19.65 GPM

0.13 psi

Sprinkler,

19.65 GPM

5.6

2E(2' - 0"), T(5' - 0")

7 FPS

9' - 4" 5' - 11" 2.79 psi

9' - 4" 5' - 11"

1.000 (See

Notes)

1.049

14.09 psi20.51 GPM

0.47 psi

Flow (q) from Route 9

40.16 GPM Tr

15 FPS

6' - 0"

9' - 4" 10' - 2 3/4" 2.88 psi

9' - 4" 4' - 2 3/4"

1.250 (See

Notes)

1.380

16.88 psi22.37 GPM

0.28 psi

Flow (q) from Route 16

62.53 GPM PO(6' - 0")

13 FPS

19.77 psi Route 5Total(Pt)

9' - 0"

9' - 4" 13' - 2 5/8"

-0.56 psi

1.67 psi

8' - 0 3/8" 4' - 2 5/8"

1.000

• • • • • Route 6 • • • • •

(See

Notes)

1.049

12.32 psi19.66 GPM

0.13 psi

Sprinkler,

19.66 GPM

5.6

2E(2' - 0"), T(5' - 0")

7 FPS

13.43 psi Route 6Total(Pt)

4' - 0"

9' - 4" 12' - 11 5/8"

-0.56 psi

1.66 psi

8' - 0 3/8" 8' - 11 5/8"

1.000

• • • • • Route 7 • • • • •

(See

Notes)

1.049

12.54 psi19.83 GPM

0.13 psi

Sprinkler,

19.83 GPM

5.6

2E(2' - 0"), Tr

7 FPS

9' - 4" 7' - 0" 3.25 psi

9' - 4" 7' - 0"

1.000 (See

Notes)

1.049

13.63 psi19.93 GPM

0.46 psi

Flow (q) from Route 8

39.76 GPM Tr

15 FPS

6' - 0"

9' - 4" 10' - 0" 2.77 psi

9' - 4" 4' - 0"

1.250 (See

Notes)

1.380

16.88 psi22.11 GPM

0.28 psi

Flow (q) from Route 12

61.87 GPM PO(6' - 0")

13 FPS

10/31/2023 Page 3AutoSPRINK RVT v7.1.23.0 2:47:01PMFirst Floor Remote Area@ M.E.P.CAD, Inc.

Remote Area Name: First Floor Remote Area

Flow added this step

Pipe Information

Node 1

Node 2

Elev 1 ft

Elev 2 ft

K-Factor

Q

Total Flow

Q

Nominal ID

Actual ID

Fittings &

Devices

Equiv.

Length ft

Length ft

Fitting ft

Total ft

C Factor or

Roughness

Pf Friction

Loss Per Unit psi

Total(Pt)

Elev(Pe)

Friction(Pf)

Notes

Fitting/Device (Equivalent Length)

Fixed Pressure Losses, when applicable, are added directly to (Pf) and shown as a negative value.

Velocity

9' - 4" 2' - 0 3/8" 0.02 psi

9' - 4" 2' - 0 3/8"

4.000 (See

Notes)

4.260

19.65 psi129.99 GPM

0.01 psi

Flow (q) from Route 11

191.86 GPM Tr

4 FPS

9' - 4" 4' - 9 5/8" 0.06 psi

9' - 4" 4' - 9 5/8"

4.000 (See

Notes)

4.260

19.66 psi23.67 GPM

0.01 psi

Flow (q) from Route 20

215.53 GPM Tr

5 FPS

19.72 psi Route 7Total(Pt)

9' - 0"

9' - 4" 11' - 9 5/8"

-0.56 psi

1.53 psi

8' - 0 3/8" 2' - 9 5/8"

1.000

• • • • • Route 8 • • • • •

(See

Notes)

1.049

12.67 psi19.93 GPM

0.13 psi

Sprinkler,

19.93 GPM

5.6

2E(2' - 0"), T(5' - 0")

7 FPS

13.63 psi Route 8Total(Pt)

4' - 0"

9' - 4" 9' - 1"

-0.56 psi

1.24 psi

8' - 0 3/8" 5' - 1"

1.000

• • • • • Route 9 • • • • •

(See

Notes)

1.049

13.41 psi20.51 GPM

0.14 psi

Sprinkler,

20.51 GPM

5.6

2E(2' - 0"), Tr

8 FPS

14.09 psi Route 9Total(Pt)

7' - 0"

9' - 4" 10' - 4 5/8"

-0.56 psi

1.50 psi

8' - 0 3/8" 3' - 4 5/8"

1.000

• • • • • Route 10 • • • • •

(See

Notes)

1.049

14.28 psi21.16 GPM

0.14 psi

Sprinkler,

21.16 GPM

5.6

E(2' - 0"), T(5' - 0")

8 FPS

15.21 psi Route 10Total(Pt)

7' - 0"

9' - 4" 19' - 1 1/2"

-0.56 psi

2.98 psi

8' - 0 3/8" 12' - 1 1/2"

1.000

• • • • • Route 11 • • • • •

(See

Notes)

1.049

15.50 psi22.05 GPM

0.16 psi

Sprinkler,

22.05 GPM

5.6

E(2' - 0"), T(5' - 0"), Tr

8 FPS

6' - 0"

9' - 4" 11' - 2" 1.70 psi

9' - 4" 5' - 2"

1.250 (See

Notes)

1.380

17.92 psi22.71 GPM

0.15 psi

Flow (q) from Route 19

44.76 GPM PO(6' - 0")

10 FPS

9' - 4" 7' - 1" 0.03 psi

9' - 4" 7' - 1"

4.000 (See

Notes)

4.260

19.61 psi85.22 GPM

0.00 psi

Flow (q) from Route 13

129.99 GPM Tr

3 FPS

19.65 psi Route 11Total(Pt)

9' - 0"

9' - 4" 11' - 9 5/8"

-0.56 psi

1.85 psi

8' - 0 3/8" 2' - 9 5/8"

1.000

• • • • • Route 12 • • • • •

(See

Notes)

1.049

15.59 psi22.11 GPM

0.16 psi

Sprinkler,

22.11 GPM

5.6

2E(2' - 0"), T(5' - 0")

8 FPS

16.88 psi Route 12Total(Pt)

10/31/2023 Page 4AutoSPRINK RVT v7.1.23.0 2:47:01PMFirst Floor Remote Area@ M.E.P.CAD, Inc.

Remote Area Name: First Floor Remote Area

Flow added this step

Pipe Information

Node 1

Node 2

Elev 1 ft

Elev 2 ft

K-Factor

Q

Total Flow

Q

Nominal ID

Actual ID

Fittings &

Devices

Equiv.

Length ft

Length ft

Fitting ft

Total ft

C Factor or

Roughness

Pf Friction

Loss Per Unit psi

Total(Pt)

Elev(Pe)

Friction(Pf)

Notes

Fitting/Device (Equivalent Length)

Fixed Pressure Losses, when applicable, are added directly to (Pf) and shown as a negative value.

Velocity

4' - 0"

11' - 4" 26' - 1"

-1.43 psi

4.10 psi

8' - 0 3/8" 22' - 1"

1.000

• • • • • Route 13 • • • • •

(See

Notes)

1.049

15.63 psi22.14 GPM

0.16 psi

Sprinkler,

22.14 GPM

5.6

2E(2' - 0"), 2Tr

8 FPS

6' - 0"

11' - 4" 10' - 3 1/2" 0.43 psi

11' - 4" 4' - 3 1/2"

1.250 (See

Notes)

1.380

18.30 psi

0.04 psi22.14 GPM PO(6' - 0")

5 FPS

13' - 2"

11' - 4" 20' - 1 1/8" 0.01 psi

11' - 4" 6' - 11 1/8"

4.000 (See

Notes)

4.260

18.72 psi18.21 GPM

0.00 psi

Flow (q) from Route 15

40.35 GPM E(13' - 2")

1 FPS

13' - 2"

9' - 4" 15' - 2"

0.87 psi

0.01 psi

11' - 4" 2' - 0"

4.000 (See

Notes)

4.260

18.73 psi

0.00 psi40.35 GPM E(13' - 2")

1 FPS

9' - 4" 2' - 4 1/4" 0.00 psi

9' - 4" 2' - 4 1/4"

4.000 (See

Notes)

4.260

19.61 psi

0.00 psi40.35 GPM Tr

1 FPS

9' - 4" 2' - 1" 0.00 psi

9' - 4" 2' - 1"

4.000 (See

Notes)

4.260

19.61 psi44.87 GPM

0.00 psi

Flow (q) from Route 17

85.22 GPM Tr

2 FPS

19.61 psi Route 13Total(Pt)

7' - 0"

9' - 4" 10' - 4 5/8"

-0.56 psi

1.65 psi

8' - 0 3/8" 3' - 4 5/8"

1.000

• • • • • Route 14 • • • • •

(See

Notes)

1.049

15.87 psi22.31 GPM

0.16 psi

Sprinkler,

22.31 GPM

5.6

E(2' - 0"), T(5' - 0")

8 FPS

16.96 psi Route 14Total(Pt)

4' - 0"

11' - 4" 23' - 11"

-1.43 psi

3.82 psi

8' - 0 3/8" 19' - 11"

1.000

• • • • • Route 15 • • • • •

(See

Notes)

1.049

15.92 psi22.34 GPM

0.16 psi

Sprinkler,

22.34 GPM

5.6

2E(2' - 0"), Tr

8 FPS

8' - 0"

11' - 4" 20' - 8 3/4" 0.41 psi

11' - 4" 12' - 8 3/4"

1.500 (See

Notes)

1.610

18.31 psi

0.02 psi22.34 GPM Tr, PO(8' - 0")

4 FPS

11' - 4" 14' - 3 3/4" 0.00 psi

11' - 4" 14' - 3 3/4"

4.000 (See

Notes)

4.260

18.72 psi

0.00 psi18.21 GPM Tr

0 FPS

18.72 psi Route 15Total(Pt)

10/31/2023 Page 5AutoSPRINK RVT v7.1.23.0 2:47:01PMFirst Floor Remote Area@ M.E.P.CAD, Inc.

Remote Area Name: First Floor Remote Area

Flow added this step

Pipe Information

Node 1

Node 2

Elev 1 ft

Elev 2 ft

K-Factor

Q

Total Flow

Q

Nominal ID

Actual ID

Fittings &

Devices

Equiv.

Length ft

Length ft

Fitting ft

Total ft

C Factor or

Roughness

Pf Friction

Loss Per Unit psi

Total(Pt)

Elev(Pe)

Friction(Pf)

Notes

Fitting/Device (Equivalent Length)

Fixed Pressure Losses, when applicable, are added directly to (Pf) and shown as a negative value.

Velocity

7' - 0"

9' - 4" 9' - 3 1/4"

-0.56 psi

1.48 psi

8' - 0 3/8" 2' - 3 1/4"

1.000

• • • • • Route 16 • • • • •

(See

Notes)

1.049

15.96 psi22.37 GPM

0.16 psi

Sprinkler,

22.37 GPM

5.6

E(2' - 0"), T(5' - 0")

8 FPS

16.88 psi Route 16Total(Pt)

4' - 0"

9' - 4" 19' - 3"

-0.56 psi

3.09 psi

8' - 0 3/8" 15' - 3"

1.000

• • • • • Route 17 • • • • •

(See

Notes)

1.049

15.99 psi22.39 GPM

0.16 psi

Sprinkler,

22.39 GPM

5.6

2E(2' - 0"), 2Tr

8 FPS

9' - 4" 4' - 0 3/4" 0.17 psi

9' - 4" 4' - 0 3/4"

1.250 (See

Notes)

1.380

18.51 psi

0.04 psi22.39 GPM Tr

5 FPS

8' - 0"

9' - 4" 12' - 10 1/8" 0.92 psi

9' - 4" 4' - 10 1/8"

1.500 (See

Notes)

1.610

18.68 psi22.48 GPM

0.07 psi

Flow (q) from Route 18

44.87 GPM PO(8' - 0")

7 FPS

19.61 psi Route 17Total(Pt)

13' - 0"

9' - 4" 19' - 5"

-0.56 psi

3.14 psi

8' - 0 3/8" 6' - 5"

1.000

• • • • • Route 18 • • • • •

(See

Notes)

1.049

16.11 psi22.48 GPM

0.16 psi

Sprinkler,

22.48 GPM

5.6

4E(2' - 0"), T(5' - 0")

8 FPS

18.68 psi Route 18Total(Pt)

9' - 0"

9' - 4" 12' - 3 3/4"

-0.56 psi

2.03 psi

8' - 0 3/8" 3' - 3 3/4"

1.000

• • • • • Route 19 • • • • •

(See

Notes)

1.049

16.45 psi22.71 GPM

0.16 psi

Sprinkler,

22.71 GPM

5.6

2E(2' - 0"), T(5' - 0")

8 FPS

17.92 psi Route 19Total(Pt)

7' - 0"

9' - 4" 13' - 3 1/2"

-0.56 psi

2.36 psi

8' - 0 3/8" 6' - 3 1/2"

1.000

• • • • • Route 20 • • • • •

(See

Notes)

1.049

17.87 psi23.67 GPM

0.18 psi

Sprinkler,

23.67 GPM

5.6

E(2' - 0"), PO(5' - 0")

9 FPS

19.66 psi Route 20Total(Pt)

13' - 2"

11' - 4" 25' - 6" 0.00 psi

11' - 4" 12' - 3 7/8"

4.000

• • • • • Route 21 • • • • •

(See

Notes)

4.260

18.72 psi18.21 GPM

0.00 psi

Flow (q) from Route 15

4.13 GPM E(13' - 2")

0 FPS

26' - 4"

10' - 7 1/2" 27' - 0 5/8"

0.31 psi

0.00 psi

11' - 4" 8 5/8"

4.000 (See

Notes)

4.260

18.72 psi

0.00 psi4.13 GPM T(26' - 4")

0 FPS

10/31/2023 Page 6AutoSPRINK RVT v7.1.23.0 2:47:01PMFirst Floor Remote Area@ M.E.P.CAD, Inc.

Remote Area Name: First Floor Remote Area

Flow added this step

Pipe Information

Node 1

Node 2

Elev 1 ft

Elev 2 ft

K-Factor

Q

Total Flow

Q

Nominal ID

Actual ID

Fittings &

Devices

Equiv.

Length ft

Length ft

Fitting ft

Total ft

C Factor or

Roughness

Pf Friction

Loss Per Unit psi

Total(Pt)

Elev(Pe)

Friction(Pf)

Notes

Fitting/Device (Equivalent Length)

Fixed Pressure Losses, when applicable, are added directly to (Pf) and shown as a negative value.

Velocity

10' - 7 1/2" 0" 0.00 psi

10' - 7 1/2" 0"

4.000 (See

Notes)

4.260

19.03 psi

0.00 psi4.13 GPM red

0 FPS

10' - 7 1/2" 9' - 8" 0.00 psi

10' - 7 1/2" 9' - 8"

2.500

2.635

19.03 psi

0.00 psi4.13 GPM

0 FPS

28' - 0"

9' - 6" 147' - 6"

0.49 psi

0.13 psi

10' - 7 1/2" 119' - 6"

1.500 (See

Notes)

1.610

19.03 psi

0.00 psi

PO(8' - 0")

4.13 GPM 3E(4' - 0"), PO(8' - 0")

1 FPS

8' - 2 7/8"

9' - 6" 14' - 11 5/8" 0.00 psi

9' - 6" 6' - 8 3/4"

2.500 (See

Notes)

2.635

19.65 psi

0.00 psi4.13 GPM E(8' - 2 7/8")

0 FPS

8' - 2 7/8"

10' - 7" 9' - 3 7/8"

-0.47 psi

0.00 psi

9' - 6" 1' - 1"

2.500 (See

Notes)

2.635

19.65 psi

0.00 psi4.13 GPM E(8' - 2 7/8")

0 FPS

10' - 7" 33' - 6 3/4" 0.00 psi

10' - 7" 33' - 6 3/4"

2.500

2.635

19.18 psi

0.00 psi4.13 GPM

0 FPS

20' - 0"

9' - 4" 133' - 8 1/2"

0.54 psi

0.12 psi

10' - 7" 113' - 8 1/2"

1.500 (See

Notes)

1.610

19.18 psi

0.00 psi

PO(8' - 0")

4.13 GPM E(4' - 0"), PO(8' - 0")

1 FPS

9' - 4" 6' - 2 1/4" 0.00 psi

9' - 4" 6' - 2 1/4"

2.500 (See

Notes)

2.635

19.84 psi

0.00 psi4.13 GPM red

0 FPS

20' - 1 7/8"

9' - 4" 20' - 1 7/8" 0.00 psi

9' - 4" 0"

3.000 (See

Notes)

3.260

19.84 psi

0.00 psi4.13 GPM T(20' - 1 7/8")

0 FPS

9' - 4 7/8"

9' - 4" 95' - 6 3/4" 0.00 psi

9' - 4" 86' - 1 3/4"

3.000 (See

Notes)

3.260

19.84 psi

0.00 psi4.13 GPM E(9' - 4 7/8"), red

0 FPS

26' - 4"

9' - 4" 26' - 4" 0.00 psi

9' - 4" 0"

4.000 (See

Notes)

4.260

19.84 psi

0.00 psi4.13 GPM T(26' - 4")

0 FPS

10/31/2023 Page 7AutoSPRINK RVT v7.1.23.0 2:47:01PMFirst Floor Remote Area@ M.E.P.CAD, Inc.

Remote Area Name: First Floor Remote Area

Flow added this step

Pipe Information

Node 1

Node 2

Elev 1 ft

Elev 2 ft

K-Factor

Q

Total Flow

Q

Nominal ID

Actual ID

Fittings &

Devices

Equiv.

Length ft

Length ft

Fitting ft

Total ft

C Factor or

Roughness

Pf Friction

Loss Per Unit psi

Total(Pt)

Elev(Pe)

Friction(Pf)

Notes

Fitting/Device (Equivalent Length)

Fixed Pressure Losses, when applicable, are added directly to (Pf) and shown as a negative value.

Velocity

19.84 psi Route 21Total(Pt)

10/31/2023 Page 8AutoSPRINK RVT v7.1.23.0 2:47:01PMFirst Floor Remote Area@ M.E.P.CAD, Inc.

Remote Area Name: First Floor Remote Area

1.51

Fittings Legend

BFP Backflow Preventer BV Butterfly Valve CV Check Valve

E 90° Elbow EE 45° Elbow PO Pipe Outlet red Reducer/Adapter S Supply Spr Sprinkler

T Tee Flow Turn 90° Tr Tee run

4.87

1.33

1.16

0.713

Equivalent Pipe Lengths of Valves and Fittings (C=120 only)

Actual Inside Diameter

Schedule 40 Steel Pipe Inside Diameter = Factor

C Value Multiplier

Value Of C

Multiplying Factor

10/31/2023 Page 9AutoSPRINK RVT v7.1.23.0 2:47:01PMFirst Floor Remote Area@ M.E.P.CAD, Inc.

Location: 7305 N Military Trl, West Palm Beach, FL 33410, , Project Name: West Palm VA Sprinkler Hydraulic Calculations

Drawing Name: 22 - Domiciliary Calculation Date:10/31/2023

Hydraulic Calculations Summary for

Design

Light Hazard

900 SF

239 SF (typical)

Second Floor Remote Area

0.10 GPM/SF

Remote Area Name:

Occupancy Classification:

Density

Area of Application:

Coverage per Sprinkler:

Type of Sprinklers Calculated:

No. of Sprinklers Calculated:

at Node:

Fire Protection Wet

N/AN/A

1100.00 GPM

0.0 galType of System:

In-rack Demand:

Hose Streams:

Volume of Dry or PreAction System:

at Node:

Type Allowance at Source

Total Water Required (including Hose Streams where applicable)

84.03 psi@278.85 GPMFROM: Water Supply at Node 1:

-26.73 psiSafety Margin:

Gulf States Engineering

Veterans Medical Center

600 Azalea Rd, Mobile, AL 36609, 251-460-4646 Zachery Wilson

Contact Name

Address:

Phone Number:

Authority Having Jurisdiction:

Name of Designer:

Automatic Peaking Results

Notes:

10/31/2023 Page 1AutoSPRINK RVT v7.1.23.0 2:47:44PMSecond Floor Remote Area@ M.E.P.CAD, Inc.

Hydraulic Graph

Water Supply

Node: 1

Job Name: West Palm VA Sprinkler Hydraulic Calculations

Remote Area Name: Second Floor Remote Area Date: 10/31/2023 N 1.85

Summary Sheet

No pressure is being required from the Source/Supply to meet the demand (by a margin of this negative value).

A negative result in Required Pressure indicates that the Pump is capable of furnishing all of the pressure required by the demand reported within this calculation.

10/31/2023 Page 1AutoSPRINK RVT v7.1.23.0 2:47:45PM@ M.E.P.CAD, Inc.

(GPM) (GPM) (K) (psi)

Outflowing Devices Report Description: Light Hazard

Job Number: A23040

Device

Actual Flow Minimum Flow K-Factor Pressure

Sprinkler 207 25.88 GPM 23.85 GPM 4.9 27.89 psi

Sprinkler 206 25.96 GPM 23.85 GPM 4.9 28.08 psi

Sprinkler 205 25.62 GPM 23.85 GPM 4.9 27.35 psi

Sprinkler 202 24.60 GPM 23.85 GPM 4.9 25.20 psi

Sprinkler 204 26.00 GPM 23.85 GPM 4.9 28.17 psi

Sprinkler 203 23.85 GPM 23.85 GPM 4.9 23.69 psi

Sprinkler 201 26.94 GPM 23.85 GPM 4.9 30.22 psi

Most Demanding Sprinkler Data

Remote Area Name: Second Floor Remote Area Date: 10/31/2023

(psi) (psi)(GPM)(psi)(GPM)(psi)

Supply Analysis

Node Name Static Residual Flow Available Total Demand Required Pressure

26.00 psi1 84.03 psi278.85 GPM839.00 GPM 57.31 psi62.00 psiWater Supply

Node Analysis

Discharge at

Node

(GPM)

Pressure at

Node

(psi)

Elevation (ft)Node Number Node Type Notes

-3' - 3 5/8" 178.85 GPM84.03 psi Supply

20' - 10 5/8" 26.94 GPM30.22 psi Sprinklers

20' - 10 5/8" 24.60 GPM25.20 psi Sprinklers

20' - 10 5/8" 23.85 GPM23.69 psi Sprinklers

20' - 10 5/8" 26.00 GPM28.17 psi Sprinklers

20' - 10 5/8" 25.62 GPM27.35 psi Sprinklers

20' - 10 5/8" 25.96 GPM28.08 psi Sprinklers

20' - 10 5/8" 25.88 GPM27.89 psi Sprinklers

-3' - 3 5/8" 84.00 psi2

-3' - 3 5/8" 78.96 psi3

-3' - 3 5/8" 78.52 psi4

1' - 0 3/8" 76.60 psi5

2' - 1" 76.13 psi6

2' - 1" 76.01 psi7

2' - 5 1/2" 81.49 psi8

3' - 2 1/8" 75.42 psi9

4' - 3" 74.48 psi10

8' - 0" 72.59 psi12

8' - 0" 72.48 psi13

Remote Area Name: Second Floor Remote Area Date: 10/31/2023

Discharge at

Node

(GPM)

Pressure at

Node

(psi)

Elevation (ft)Node Number Node Type Notes

9' - 11" 71.52 psi40

9' - 11" 71.19 psi41

9' - 11" 71.19 psi42

9' - 11" 66.50 psi43

22' - 4" 32.39 psi57

22' - 4" 30.45 psi58

22' - 4" 30.17 psi59

22' - 4" 30.17 psi60

22' - 4" 30.26 psi61

22' - 4" 33.69 psi62

22' - 4" 30.60 psi63

22' - 4" 30.45 psi64

23' - 2" 26.18 psi65

23' - 2 1/4" 59.48 psi66

23' - 2 1/4" 58.87 psi67

23' - 2 1/4" 60.07 psi68

23' - 2 1/4" 53.80 psi69

23' - 2 1/4" 52.21 psi70

23' - 2 1/4" 53.79 psi71

10/31/2023 Page 2AutoSPRINK RVT v7.1.23.0 2:47:45PM@ M.E.P.CAD, Inc.

Remote Area Name: Second Floor Remote Area

Flow added this step

Pipe Information

Node 1

Node 2

Elev 1 ft

Elev 2 ft

K-Factor

Q

Total Flow

Q

Nominal ID

Actual ID

Fittings &

Devices

Equiv.

Length ft

Length ft

Fitting ft

Total ft

C Factor or

Roughness

Pf Friction

Loss Per Unit psi

Total(Pt)

Elev(Pe)

Friction(Pf)

Notes

Fitting/Device (Equivalent Length)

Fixed Pressure Losses, when applicable, are added directly to (Pf) and shown as a negative value.

Velocity

7' - 0"

23' - 2" 19' - 3 3/4"

-0.99 psi

3.48 psi

20' - 10 5/8" 12' - 3 3/4"

1.000

• • • • • Route 1 • • • • •

(See

Notes)

1.049

23.69 psi23.85 GPM

0.18 psi

Sprinkler,

23.85 GPM

4.9

E(2' - 0"), T(5' - 0")

9 FPS

5' - 0"

22' - 4" 5' - 10"

0.36 psi

3.90 psi

23' - 2" 10"

1.000 (See

Notes)

1.049

26.18 psi24.60 GPM

0.67 psi

Flow (q) from Route 2

48.45 GPM T(5' - 0")

18 FPS

22' - 4" 11' - 1 3/4" 1.94 psi

22' - 4" 11' - 1 3/4"

1.500 (See

Notes)

1.610

30.45 psi23.86 GPM

0.17 psi

Flow (q) from Route 6

72.31 GPM Tr

11 FPS

12' - 0"

23' - 2 1/4" 64' - 6 3/4"

-0.37 psi

20.20 psi

22' - 4" 52' - 6 3/4"

1.500 (See

Notes)

1.610

32.39 psi26.94 GPM

0.31 psi

Flow (q) from Route 7

99.24 GPM E(4' - 0"), PO(8' - 0")

16 FPS

16' - 5 3/4"

23' - 2 1/4" 55' - 11 3/4" 1.59 psi

23' - 2 1/4" 39' - 6"

2.500 (See

Notes)

2.635

52.21 psi

0.03 psi99.24 GPM T(16' - 5 3/4")

6 FPS

8' - 2 7/8"

23' - 2 1/4" 60' - 0 7/8" 5.07 psi

23' - 2 1/4" 51' - 10"

2.500 (See

Notes)

2.635

53.80 psi79.61 GPM

0.08 psi

Flow (q) from Route 3

178.85 GPM E(8' - 2 7/8"), red

11 FPS

20' - 1 7/8"

23' - 2 1/4" 20' - 1 7/8" 0.60 psi

23' - 2 1/4" 0"

3.000 (See

Notes)

3.260

58.87 psi

0.03 psi178.85 GPM T(20' - 1 7/8")

7 FPS

9' - 4 7/8"

23' - 2 1/4" 19' - 8 7/8" 0.59 psi

23' - 2 1/4" 10' - 4"

3.000 (See

Notes)

3.260

59.48 psi

0.03 psi178.85 GPM E(9' - 4 7/8")

7 FPS

9' - 4 7/8"

9' - 11" 22' - 8 1/8"

5.75 psi

0.68 psi

23' - 2 1/4" 13' - 3 1/4"

3.000 (See

Notes)

3.260

60.07 psi

0.03 psi178.85 GPM E(9' - 4 7/8")

7 FPS

18' - 9 3/4"

9' - 11" 156' - 4 3/4" 4.68 psi

9' - 11" 137' - 7"

3.000 (See

Notes)

3.260

66.50 psi

0.03 psi178.85 GPM 2E(9' - 4 7/8")

7 FPS

9' - 11" 0" 0.00 psi

9' - 11" 0"

3.000 (See

Notes)

3.260

71.19 psi

0.03 psi178.85 GPM red

7 FPS

10/31/2023 Page 1AutoSPRINK RVT v7.1.23.0 2:47:46PMSecond Floor Remote Area@ M.E.P.CAD, Inc.

Remote Area Name: Second Floor Remote Area

Flow added this step

Pipe Information

Node 1

Node 2

Elev 1 ft

Elev 2 ft

K-Factor

Q

Total Flow

Q

Nominal ID

Actual ID

Fittings &

Devices

Equiv.

Length ft

Length ft

Fitting ft

Total ft

C Factor or

Roughness

Pf Friction

Loss Per Unit psi

Total(Pt)

Elev(Pe)

Friction(Pf)

Notes

Fitting/Device (Equivalent Length)

Fixed Pressure Losses, when applicable, are added directly to (Pf) and shown as a negative value.

Velocity

26' - 4"

9' - 11" 41' - 4 5/8" 0.34 psi

9' - 11" 15' - 0 5/8"

4.000 (See

Notes)

4.260

71.19 psi

0.01 psi178.85 GPM 2E(13' - 2")

4 FPS

13' - 2"

8' - 0" 15' - 1"

0.83 psi

0.12 psi

9' - 11" 1' - 11"

4.000 (See

Notes)

4.260

71.52 psi

0.01 psi178.85 GPM E(13' - 2")

4 FPS

13' - 2"

8' - 0" 13' - 11 3/4" 0.11 psi

8' - 0" 9 3/4"

4.000 (See

Notes)

4.260

72.48 psi

0.01 psi178.85 GPM E(13' - 2")

4 FPS

28' - 11 5/8"

4' - 3" 32' - 8 5/8"

1.63 psi

0.27 psi

8' - 0" 3' - 9"

4.000 (See

Notes)

4.260

72.59 psi

0.01 psi178.85 GPM BV(15' - 9 5/8"), E(13' - 2")

4 FPS

55' - 3 5/8"

3' - 2 1/8" 57' - 8 1/4"

0.47 psi

0.47 psi

4' - 3" 2' - 4 5/8"

4.000 (See

Notes)

4.260

74.48 psi

0.01 psi178.85 GPM T(26' - 4"), CV(28' - 11 5/8")

4 FPS

13' - 2"

2' - 1" 14' - 3 1/8"

0.48 psi

0.12 psi

3' - 2 1/8" 1' - 1 1/8"

4.000 (See

Notes)

4.260

75.42 psi

0.01 psi178.85 GPM E(13' - 2")

4 FPS

13' - 2"

2' - 1" 15' - 1 3/8" 0.12 psi

2' - 1" 1' - 11 3/8"

4.000 (See

Notes)

4.260

76.01 psi

0.01 psi178.85 GPM E(13' - 2")

4 FPS

1' - 0 3/8" 1' - 0 5/8"

0.46 psi

0.01 psi

2' - 1" 1' - 0 5/8"

4.000 (See

Notes)

4.260

76.13 psi

0.01 psi178.85 GPM red

4 FPS

14' - 0"

-3' - 3 5/8" 18' - 4"

1.88 psi

0.04 psi

1' - 0 3/8" 4' - 4"

6.000 (See

Notes)

5.500

76.60 psi

0.00 psi178.85 GPM E(14' - 0")

2 FPS

29' - 11 3/8"

-3' - 3 5/8" 136' - 6 1/2" 0.45 psi

-3' - 3 5/8" 106' - 7 1/8"

6.000 (See

Notes)

5.500

78.52 psi

0.00 psi178.85 GPM 4EE(4' - 11 7/8"), E(9' - 11 3/4")

2 FPS

25' - 8"

2' - 5 1/2" 37' - 1 3/8"

-2.50 psi

5.03 psi

-3' - 3 5/8" 11' - 5 3/8"

8.000 (See

Notes)

7.570

78.96 psi

0.00 psi178.85 GPM 2E(12' - 10"), BFP(-5.00 psi)

1 FPS

10/31/2023 Page 2AutoSPRINK RVT v7.1.23.0 2:47:46PMSecond Floor Remote Area@ M.E.P.CAD, Inc.

Remote Area Name: Second Floor Remote Area

Flow added this step

Pipe Information

Node 1

Node 2

Elev 1 ft

Elev 2 ft

K-Factor

Q

Total Flow

Q

Nominal ID

Actual ID

Fittings &

Devices

Equiv.

Length ft

Length ft

Fitting ft

Total ft

C Factor or

Roughness

Pf Friction

Loss Per Unit psi

Total(Pt)

Elev(Pe)

Friction(Pf)

Notes

Fitting/Device (Equivalent Length)

Fixed Pressure Losses, when applicable, are added directly to (Pf) and shown as a negative value.

Velocity

12' - 10"

-3' - 3 5/8" 18' - 7 1/8"

2.50 psi

0.01 psi

2' - 5 1/2" 5' - 9 1/8"

8.000 (See

Notes)

7.570

81.49 psi

0.00 psi178.85 GPM E(12' - 10")

1 FPS

25' - 8"

-3' - 3 5/8" 43' - 9 3/8" 0.03 psi

-3' - 3 5/8" 18' - 1 3/8"

8.000 (See

Notes)

7.570

84.00 psi

0.00 psi178.85 GPM E(12' - 10"), 2EE(6' - 5"), S

1 FPS

100.00 GPM Hose Allowance At Source

278.85 GPM

Route 1

84.03 psi

Total(Pt)

7' - 0"

23' - 2" 10' - 4 1/8"

-0.99 psi

1.97 psi

20' - 10 5/8" 3' - 4 1/8"

1.000

• • • • • Route 2 • • • • •

(See

Notes)

1.049

25.20 psi24.60 GPM

0.19 psi

Sprinkler,

24.60 GPM

4.9

E(2' - 0"), T(5' - 0")

9 FPS

26.18 psi Route 2Total(Pt)

7' - 0"

22' - 4" 16' - 9 1/2"

-0.63 psi

3.46 psi

20' - 10 5/8" 9' - 9 1/2"

1.000

• • • • • Route 3 • • • • •

(See

Notes)

1.049

27.35 psi25.62 GPM

0.21 psi

Sprinkler,

25.62 GPM

4.9

E(2' - 0"), T(5' - 0")

10 FPS

22' - 4" 2' - 11 1/8" 0.09 psi

22' - 4" 2' - 11 1/8"

1.500 (See

Notes)

1.610

30.17 psi2.15 GPM

0.03 psi

Flow (q) from Route 8

27.77 GPM Tr

4 FPS

22' - 4" 3' - 4 3/4" 0.34 psi

22' - 4" 3' - 4 3/4"

1.500

1.610

30.26 psi25.96 GPM

0.10 psi

Flow (q) from Route 5

53.73 GPM

8 FPS

24' - 7 3/8"

22' - 4" 64' - 1 3/8" 3.08 psi

22' - 4" 39' - 6"

2.000 (See

Notes)

2.175

30.60 psi25.88 GPM

0.05 psi

T(12' - 3 5/8"), Flow (q) from

Route 4

79.61 GPM T(12' - 3 5/8")

7 FPS

8' - 0"

23' - 2 1/4" 98' - 4 3/4"

-0.37 psi

20.47 psi

22' - 4" 90' - 4 3/4"

1.500 (See

Notes)

1.610

33.69 psi

0.21 psi79.61 GPM 2E(4' - 0"), red

13 FPS

23' - 2 1/4" 8 1/4" 0.01 psi

23' - 2 1/4" 8 1/4"

2.500 (See

Notes)

2.635

53.79 psi

0.02 psi79.61 GPM Tr

5 FPS

53.80 psi Route 3Total(Pt)

10/31/2023 Page 3AutoSPRINK RVT v7.1.23.0 2:47:46PMSecond Floor Remote Area@ M.E.P.CAD, Inc.

Remote Area Name: Second Floor Remote Area

Flow added this step

Pipe Information

Node 1

Node 2

Elev 1 ft

Elev 2 ft

K-Factor

Q

Total Flow

Q

Nominal ID

Actual ID

Fittings &

Devices

Equiv.

Length ft

Length ft

Fitting ft

Total ft

C Factor or

Roughness

Pf Friction

Loss Per Unit psi

Total(Pt)

Elev(Pe)

Friction(Pf)

Notes

Fitting/Device (Equivalent Length)

Fixed Pressure Losses, when applicable, are added directly to (Pf) and shown as a negative value.

Velocity

9' - 0"

22' - 4" 15' - 2"

-0.63 psi

3.18 psi

20' - 10 5/8" 6' - 2"

1.000

• • • • • Route 4 • • • • •

(See

Notes)

1.049

27.89 psi25.88 GPM

0.21 psi

Sprinkler,

25.88 GPM

4.9

2E(2' - 0"), T(5' - 0")

10 FPS

22' - 4" 6' - 0" 0.16 psi

22' - 4" 6' - 0"

1.500 (See

Notes)

1.610

30.45 psi

0.03 psi25.88 GPM Tr

4 FPS

30.60 psi Route 4Total(Pt)

9' - 0"

22' - 4" 13' - 4"

-0.63 psi

2.81 psi

20' - 10 5/8" 4' - 4"

1.000

• • • • • Route 5 • • • • •

(See

Notes)

1.049

28.08 psi25.96 GPM

0.21 psi

Sprinkler,

25.96 GPM

4.9

2E(2' - 0"), T(5' - 0")

10 FPS

30.26 psi Route 5Total(Pt)

7' - 0"

22' - 4" 12' - 5 3/8"

-0.63 psi

2.63 psi

20' - 10 5/8" 5' - 5 3/8"

1.000

• • • • • Route 6 • • • • •

(See

Notes)

1.049

28.17 psi26.00 GPM

0.21 psi

Sprinkler,

26.00 GPM

4.9

E(2' - 0"), T(5' - 0")

10 FPS

22' - 4" 12' - 3" 0.27 psi

22' - 4" 12' - 3"

1.500 (See

Notes)

1.610

30.17 psi

0.02 psi23.86 GPM Tr

4 FPS

30.45 psi Route 6Total(Pt)

7' - 0"

22' - 4" 12' - 4 5/8"

-0.63 psi

2.80 psi

20' - 10 5/8" 5' - 4 5/8"

1.000

• • • • • Route 7 • • • • •

(See

Notes)

1.049

30.22 psi26.94 GPM

0.23 psi

Sprinkler,

26.94 GPM

4.9

E(2' - 0"), T(5' - 0")

10 FPS

32.39 psi Route 7Total(Pt)

22' - 4" 8' - 9 5/8" 0.00 psi

22' - 4" 8' - 9 5/8"

1.500

• • • • • Route 8 • • • • •

(See

Notes)

1.610

30.17 psi23.86 GPM

0.00 psi

Flow (q) from Route 6

2.15 GPM Tr

0 FPS

30.17 psi Route 8Total(Pt)

10/31/2023 Page 4AutoSPRINK RVT v7.1.23.0 2:47:46PMSecond Floor Remote Area@ M.E.P.CAD, Inc.

Remote Area Name: Second Floor Remote Area

1.51

Fittings Legend

BFP Backflow Preventer BV Butterfly Valve CV Check Valve

E 90° Elbow EE 45° Elbow PO Pipe Outlet red Reducer/Adapter S Supply Spr Sprinkler

T Tee Flow Turn 90° Tr Tee run

4.87

1.33

1.16

0.713

Equivalent Pipe Lengths of Valves and Fittings (C=120 only)

Actual Inside Diameter

Schedule 40 Steel Pipe Inside Diameter = Factor

C Value Multiplier

Value Of C

Multiplying Factor

10/31/2023 Page 5AutoSPRINK RVT v7.1.23.0 2:47:46PMSecond Floor Remote Area@ M.E.P.CAD, Inc.