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BI-10-02172 UPGRADE OF HYDROPROCESSING INTEGRITY PROJECT, RIYADH REFINERY (DETAIL DESIGN, PACKAGE-2) FIXED WATER SPRAY HYDRAULIC CALCULATIONS FOR HYDROPROCESSING EQUIPMENT

B

REV NO.

DATE

01/29/19 10-02172

JO/EWO

DESCRIPTION

ISSUED FOR 90% REVIEW

SSK

MAS

ENGG CERT

SAUDI ARABIAN OIL COMPANY

DISCIPLINE ENGINEER SSK

01/29/2019 DATE: PROJECT ENGINEER RAK DATE:

ISSUED FOR 90% REVIEW

01/29/2019

CERTIFIED MAS DATE:

01/29/2019

CONSTRUCTION AGENCY

DATE:

OPERATIONS

PREPARED BY:

DATE:

BY: BY DRAWING COMPLETION CERTIFICATE

January 2019 _____________________ (DCC) NO. BI-10-02118-0001

CONTROL NUMBER APPROVAL/CERTIFICATION REQUIREMENTS,

OF THIS DRAWING IS COVERED, FOR ALL

REVISION CERTIFICATE REVISIONCERTIFICATION

B THIS INDICATES THAT REV. NO.__________

EDSD VERIFICATION

DATE:

FIXED WATER SPRAY HYDRAULIC CALCULATIONS

DWG.TYPE PLANT NO. INDEX

DOC

UPGRADE HYDROPROCESSING INTEGRITY RIYADH REFINERY RIYADH

SAUDI ARABIA

1 of 342

Z51 JO / EWO:

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DRAWING NO.

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of 6 1.1.1

THIS DRAWING AND THE INFORMATION CONTAINED HEREIN ARE THE SOLE PROPERTY OF SAUDI ARAMCO. NO REPRODUCTION IN FULL OR IN PART SHALL BE OBTAINED FROM THIS DOCUMENT WITHOUT THE WRITTEN CONSENT OF ITS OWNER.

PMT OPRNS

Saudi Aramco 2616-ENG (10/2002)

SAUDI ARABIAN OIL COMPANY

DATE

INTRODUCTION .................................................................................................................. 3

2.

FACILITY DESCRIPTION .................................................................................................... 3

3.

REFERENCE CODES AND STANDARDS .......................................................................... 4 3.1

Industry Codes and Standards .......................................................................................................... 4

3.2

Saudi Aramco Engineering Standards .............................................................................................. 4

3.3

Reference documents ....................................................................................................................... 4

FIXED WATER SPRAY SYSTEM DESIGN BASIS.............................................................. 4 4.1

Nozzle Design Criteria ............................................................................................................................... 4

4.1.2

Piping material ........................................................................................................................................... 5

5.

DISCIPLINE ENGINEER SSK

Fire Flow Test Reports ....................................................................................................................... 5

FIXED WATER SPRAY SYSTEM HYDRAULIC CALCULATIONS ..................................... 6 5.1

Friction Loss Coefficient Factor (C-factor)......................................................................................... 6

5.2

Summary of Hydraulic Calculations .................................................................................................. 6

6.

01/29/2019 DATE: PROJECT ENGINEER

Fixed Water Spray System ................................................................................................................ 4

4.1.1

4.2

B

REV NO.

1.

4.

01/29/19 10-02172

JO/EWO

DESCRIPTION

ISSUED FOR 90% REVIEW

SSK

MAS

ENGG CERT

TABLE OF CONTENTS

ATTACHMENTS .................................................................................................................. 6

RAK DATE:

01/29/2019

CERTIFIED MAS DATE:

01/29/2019

CONSTRUCTION AGENCY

DATE:

OPERATIONS

DATE:

BY: BY DRAWING COMPLETION CERTIFICATE

_____________________ (DCC) NO. BI-10-02118-0001

CONTROL NUMBER APPROVAL/CERTIFICATION REQUIREMENTS,

OF THIS DRAWING IS COVERED, FOR ALL

REVISION CERTIFICATE REVISIONCERTIFICATION

B THIS INDICATES THAT REV. NO.__________

EDSD VERIFICATION

DATE:

FIXED WATER SPRAY HYDRAULIC CALCULATIONS

DWG.TYPE PLANT NO. INDEX

DOC

UPGRADE HYDROPROCESSING INTEGRITY RIYADH REFINERY RIYADH

SAUDI ARABIA

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THIS DRAWING AND THE INFORMATION CONTAINED HEREIN ARE THE SOLE PROPERTY OF SAUDI ARAMCO. NO REPRODUCTION IN FULL OR IN PART SHALL BE OBTAINED FROM THIS DOCUMENT WITHOUT THE WRITTEN CONSENT OF ITS OWNER.

PMT OPRNS

Saudi Aramco 2616-ENG (10/2002)

SAUDI ARABIAN OIL COMPANY

MAS

ENGG CERT

1. INTRODUCTION

SSK

This document presents hydraulic calculations for fixed water spray systems of Package-2 hydroprocessing equipment being protected and located in high risk process areas such as Process Area-C&D, E&F and G of Riyadh Refinery Facility.

The Hydroprocessing facilities installed at Riyadh Refinery during 1979 include a Hydrocracker, Kerosene Hydrotreaters and Naphtha Hydrotreaters, Platformer and Hydrogen Reformer processing units. For continuous operation, these units are essential for Riyadh Refinery. Therefore, the scope of the project is to replace existing hydroprocessing units with new in kind in compliance with current company standards. The units that are replaced at various process risk areas under Package-2 of project scope: Process Area-C&D (Hydrogen Plant-2, Unit Z14) Zinc oxide Desulfurizers (Z14-V-4A/B/C/D) High Temperature Shift Converter (Z14-V-5A/B) Hight Temperature Shift Converter Product Coolers (Z14-E-6A/B) Methanator Reactor Feed Preheat Exchanger (Z14-E-15) Methanator Reactor Feed/Effluent Exchanger (Z14-E-7) Methanator Reactor (Z14-V-7)

B

REV NO.

DATE

01/29/19 10-02172

JO/EWO

DESCRIPTION

ISSUED FOR 90% REVIEW

2. FACILITY DESCRIPTION

Process Area-E&F (Platformer-2, Units Z20 & 29)

DISCIPLINE ENGINEER SSK

Naphtha Hydrotreater Reactor (Z20-V-1) Naphtha Hydrotreater Reactor Feed Effluent Exchangers (Z20-E-1C/D/E/F) Kerosene Hydrotreater Reactor (Z29-V-2) Kerosene Hydrotreater Reactor Feed Effluent Exchangers (Z29-E-1A/B/C/D & Z29-E-2A/B/C/D)

01/29/2019 DATE: PROJECT ENGINEER RAK DATE:

01/29/2019

CERTIFIED

Process Area-G (Isomax Unit-2, Hydrocracker Unit Z12)

MAS DATE:

01/29/2019

Hydrocracker combined feed exchangers • Train A: Z12-E-2A1/2A2/2A3/2A4/2A5/2A6 • Train B: Z12-E-2B1/2B2/2B3/2B4/2B5/2B6

CONSTRUCTION AGENCY

DATE:

OPERATIONS

DATE:

BY: BY DRAWING COMPLETION CERTIFICATE

_____________________ (DCC) NO. BI-10-02118-0001

CONTROL NUMBER APPROVAL/CERTIFICATION REQUIREMENTS,

OF THIS DRAWING IS COVERED, FOR ALL

REVISION CERTIFICATE REVISIONCERTIFICATION

B THIS INDICATES THAT REV. NO.__________

EDSD VERIFICATION

DATE:

FIXED WATER SPRAY HYDRAULIC CALCULATIONS

DWG.TYPE PLANT NO. INDEX

DOC

UPGRADE HYDROPROCESSING INTEGRITY RIYADH REFINERY RIYADH

SAUDI ARABIA

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THIS DRAWING AND THE INFORMATION CONTAINED HEREIN ARE THE SOLE PROPERTY OF SAUDI ARAMCO. NO REPRODUCTION IN FULL OR IN PART SHALL BE OBTAINED FROM THIS DOCUMENT WITHOUT THE WRITTEN CONSENT OF ITS OWNER.

PMT OPRNS

Saudi Aramco 2616-ENG (10/2002)

SAUDI ARABIAN OIL COMPANY

MAS

ENGG CERT

3. REFERENCE CODES AND STANDARDS SSK

3.1 Industry Codes and Standards

DESCRIPTION

ISSUED FOR 90% REVIEW

NFPA 10 NFPA 13 NFPA 15 NFPA 24 NFPA 25 NFPA 30 IFC API 2030

Standard for portable fire extinguisher Standard for the Installation of Sprinkler systems (Edition 2013) Standard for water spray fixed systems for fire protection (Edition 2015) Installation of Private Fire Service Mains and Their Appurtenances (Edition 2013) Standard for the inspection, Testing, and Maintenance of water-based fire protection systems Flammable and Combustible Liquids Code (Edition 2015) International Fire Code Application of Fixed Water Spray Systems for Fire Protection in the Petroleum and Petrochemical Industries

3.2 Saudi Aramco Engineering Standards

SAES-B-014 SAES-B-017 SAES-B-019 SAES-L-105 SAES-L-132

B

REV NO.

DATE

01/29/19 10-02172

JO/EWO

The fire water demand and hydraulic calculations shall be carried out as per “December 2018" issue of the following Saudi Aramco Engineering Standards and Specifications includes the following:

DISCIPLINE ENGINEER SSK

Safety Requirements for Plant and Operations Support Buildings Firewater System Design Portable, Mobile and Special Fixed Firefighting Equipment Piping Material Specifications Material Selection of Piping Systems

3.3 Reference documents

01/29/2019 DATE: PROJECT ENGINEER

Manufacturer nozzle data sheet. Refer to Appendix-III

RAK DATE:

01/29/2019

4. FIXED WATER SPRAY SYSTEM DESIGN BASIS

CERTIFIED MAS DATE:

4.1 Fixed Water Spray System

01/29/2019

CONSTRUCTION AGENCY

Water spray application systems can be used to control fire spread or to provide cooling of radiation exposed facilities and, in certain circumstances, can extinguish fires. A fire water density of 0.25 gpm/ft² of the protected area shall be used in calculating fire water demand.

DATE:

OPERATIONS

Per SAES-B-017 section 10.2.3, the maximum fire water flow rate through single spray system protecting more than one equipment within the same risk process area shall not exceed 2500 gpm (158 L/s). DATE:

BY: BY DRAWING COMPLETION CERTIFICATE

_____________________ (DCC) NO. BI-10-02118-0001

CONTROL NUMBER APPROVAL/CERTIFICATION REQUIREMENTS,

OF THIS DRAWING IS COVERED, FOR ALL

REVISION CERTIFICATE REVISIONCERTIFICATION

B THIS INDICATES THAT REV. NO.__________

EDSD VERIFICATION

DATE:

4.1.1 Nozzle Design Criteria • Nozzle Type • Minimum nozzle residual pressure • Minimum nozzle orifice diameter

– Medium Velocity – 25 psig (SAES-B-017, sec.5.2.1) – 10 mm (SAES-B-017, sec.10.2.1)

FIXED WATER SPRAY HYDRAULIC CALCULATIONS

DWG.TYPE PLANT NO. INDEX

DOC

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SAUDI ARABIA

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THIS DRAWING AND THE INFORMATION CONTAINED HEREIN ARE THE SOLE PROPERTY OF SAUDI ARAMCO. NO REPRODUCTION IN FULL OR IN PART SHALL BE OBTAINED FROM THIS DOCUMENT WITHOUT THE WRITTEN CONSENT OF ITS OWNER.

PMT OPRNS

Saudi Aramco 2616-ENG (10/2002)

• Max. vertical distance of lowest spray ring above normal liquid level • Maximum vertical spacing between spray rings • Maximum height of equipment/vessel protection • Max. vertical & horizontal space between nozzles • Nozzle K-factor • Nozzle spray angle • Nozzle axial distance from plane of protection • Nozzle radial distance for the given spray angle and axial distance

DATE

(SAES-B-017, sec.10.7.3) (SAES-B-017, sec.10.7.3) (API 2030 section 7.3.6) (NFPA-15 section 7.1.8) (HD Fire Protect, Model MV-A) (HD Fire Protect, Model MV-A) (HD Fire Protect, Model MV-A) (HD Fire Protect, Model MV-A)

•

•

•

For aboveground pipe size 2” and smaller – Schedule 40, ASTM A53, ASTM A106 or API 5L Gr. B hot dipped galvanized seamless carbon steel pipe 1CG0U with threaded ends with galvanized malleable–iron threaded fittings, Class 150, ASME B16.3. For aboveground pipe size 3” and above – FBE lined Schedule 40, seamless carbon steel pipe 1LE0U with welded flanged ends and welded fittings, Class 150 FF ASME B16.5, flange rating ASME B31.3. For underground piping: Cement lined carbon steel welded ASTM A106 or API SPEC 5L, Cement-lined per 01-SAMSS-005, fittings, 02-SAMSS-005 / ASME B16.9, flanges Class 150 FF, 02-SAMSS-011.

•

4.2 Fire Flow Test Reports

B

REV NO.

– 3.7 m – 3.7 m – 12.2 m –3m – 4.48 – 120° – 600 mm – 1000 mm

4.1.2 Piping material

01/29/19 10-02172

JO/EWO

DESCRIPTION

ISSUED FOR 90% REVIEW

SSK

MAS

ENGG CERT

SAUDI ARABIAN OIL COMPANY

Fire water flow test report conducted no more than 12 months prior to working plan submittal shall be used for system design, unless otherwise approved by the authority having jurisdiction. Refer to Appendix-II for fire flow test reports.

DISCIPLINE ENGINEER SSK

01/29/2019 DATE: PROJECT ENGINEER

•

RAK DATE:

01/29/2019

Firewater flow test of hydrant FHY-G-03, FHY-F-01 & FHY-F-02 conducted by Saudi Aramco FrPD at Area G in Riyadh Refinery, dated Jun 06, 2017 is as follows:

CERTIFIED MAS DATE:

o o o

01/29/2019

CONSTRUCTION AGENCY

•

DATE:

OPERATIONS

Firewater flow test of hydrant FHY-E-02, FHY-E-04 & FHY-E-14 conducted by Saudi Aramco FrPD at Area E in Riyadh Refinery, dated August 08, 2017 is as follows: Test Static Pressure: 162 psi Total Residual Pressure: 100 psi Test Flow: 9219 gpm

DATE:

BY: BY DRAWING COMPLETION CERTIFICATE

_____________________ (DCC) NO. BI-10-02118-0001

CONTROL NUMBER

o o o

APPROVAL/CERTIFICATION REQUIREMENTS,

OF THIS DRAWING IS COVERED, FOR ALL

REVISION CERTIFICATE REVISIONCERTIFICATION

EDSD VERIFICATION

DATE:

B THIS INDICATES THAT REV. NO.__________

Test Static Pressure: 146 psi Total Residual Pressure: 100 psi Test Flow: 12153 gpm

FIXED WATER SPRAY HYDRAULIC CALCULATIONS

DWG.TYPE PLANT NO. INDEX

DOC

UPGRADE HYDROPROCESSING INTEGRITY RIYADH REFINERY RIYADH

SAUDI ARABIA

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THIS DRAWING AND THE INFORMATION CONTAINED HEREIN ARE THE SOLE PROPERTY OF SAUDI ARAMCO. NO REPRODUCTION IN FULL OR IN PART SHALL BE OBTAINED FROM THIS DOCUMENT WITHOUT THE WRITTEN CONSENT OF ITS OWNER.

PMT OPRNS

Saudi Aramco 2616-ENG (10/2002)

SAUDI ARABIAN OIL COMPANY

MAS

ENGG CERT

5. FIXED WATER SPRAY SYSTEM HYDRAULIC CALCULATIONS

SSK

All fire protection fixed water spray systems are tie-in to the existing fire water network at various locations. Therefore, hydraulic calculations are performed for each water spray system using Saudi Aramco approved “Elite Fire Sprinkler Hydraulics Version 6.02.30” software for the given process equipment. The Pressure-drop calculations are based upon Hazen-Williams formula. Refer to Appendix-I for detailed hydraulic calculation reports.

Per SAES-B-017 para. 5.20.3 and NFPA-15 Table 8.5.3.10, the following friction loss coefficient factors are used in hydraulic calculations. 1. C-factor – 120 for Galvanized steel or steel 2. C-factor – 130 for Cement lined steel 3. C-factor for FBE lined steel is not specified either in NFPA-13, NFPA-15 (or) SAES-B-017. As a conservative value, C-factor of 130 correlated to cement lined is utilized for FBE lined steel in hydraulic calculations because FBE lining provides a thinner coating providing smooth & hard surface and lower surface resistance thus reduced friction loss compared to cement lining.

5.2 Summary of Hydraulic Calculations Process Area

Calculated Residual Pressure (psig)

6”

55

1357.6

77.93

Z51-XV-5264

8”

72

1802.1

68.98

Z51-XV-5153

6”

51

1287.6

69.25

Z51-XV-5154

6”

69

1681.4

83.93

Z51-XV-5162

8”

84

2004.7

63.97

Z51-XV-5163

8”

84

2004.7

69.01

Deluge Valve

Z51-XV-5263

Equipment Protected

DISCIPLINE ENGINEER SSK

Z14-V-4A/B, Z14-V-5A, Z14-E-6A, Z14-E-7 Z14-V-4C/D, Z14-V-5B, Z14-E-6B, Z14-E-15, Z14-V-7 Z20-V-1, Z20-E1C/D/E/F Z29-V-2, Z29-E1A/B/C/D & Z29-E2A/B/C/D Z12-E2A1/2A2/2A3/2A4/2A5/2 A6 Z12-E2B1/2B2/2B3/2B4/2B5/2 B6

Area-C&D

01/29/2019

DATE: PROJECT ENGINEER

RAK DATE:

01/29/2019

CERTIFIED

Area-E&F

MAS DATE:

01/29/2019

CONSTRUCTION AGENCY

DATE:

OPERATIONS

Area-G

CONTROL NUMBER

• • • •

DATE: _____________________ (DCC) NO. BI-10-02118-0001

BY DRAWING COMPLETION CERTIFICATE

BY:

6. ATTACHMENTS

APPROVAL/CERTIFICATION REQUIREMENTS,

OF THIS DRAWING IS COVERED, FOR ALL

B THIS INDICATES THAT REV. NO.__________

EDSD VERIFICATION

DATE:

REVISION CERTIFICATE REVISIONCERTIFICATION

No. of nozzles

Calculated Fixed Water Spray System Demand (gpm)

Deluge Valve Size

B

REV NO.

DATE

01/29/19 10-02172

JO/EWO

DESCRIPTION

ISSUED FOR 90% REVIEW

5.1 Friction Loss Coefficient Factor (C-factor)

Appendix –I Appendix –II Appendix-III Appendix-IV

Water Spray Hydraulic Calculation Fire Flow Test Reports Nozzle Data Sheet P&ID diagrams

FIXED WATER SPRAY HYDRAULIC CALCULATIONS

DWG.TYPE PLANT NO. INDEX

DOC

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SAUDI ARABIA

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B

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THIS DRAWING AND THE INFORMATION CONTAINED HEREIN ARE THE SOLE PROPERTY OF SAUDI ARAMCO. NO REPRODUCTION IN FULL OR IN PART SHALL BE OBTAINED FROM THIS DOCUMENT WITHOUT THE WRITTEN CONSENT OF ITS OWNER.

PMT OPRNS

Saudi Aramco 2616-ENG (10/2002)

APPENDIX-I: WATER SPRAY SYSTEM HYDRAULIC CALCULATION REPORTS (AREA-D, E & G)

7 of 342

AREA-D

8 of 342

UPGRADE HYDROPROCESSING INTEGRITY-RR Fire Sprinkler Reports

for

SAUDI ARAMCO Z14-V-4A/B, V-5A, Z14-E-6A/7 (XV-5263) RIYADH REFINERY

Prepared By: JACOBS ZATE JACOBS ZATE ALKHOBAR SAUDI ARABIA

JANUARY 2019

9 of 342

Fire - Fire Sprinkler Hydraulics Calculation Program Jacobs ZATE Al-Khobar, 31952

Elite Software Development, Inc. UPGRADE HYDROPROCESSING INTEGRITY-RR Page 2

General Project Data Report General Data Project Title: Designed By: Code Reference: Client Name: Address: Company Name: Company Address: Phone: Building Name: Contact at Building: Address Of Building:

UPGRADE HYDROPROCESSING INTEGRITY-RR JACOBS ZATE NFPA 15, API 2030 & SAES-B-017 Job Number: BI-10-02172-0001 SAUDI ARAMCO Z14-V-4A/B, V-5A, Z14-E-6A/7 (XV5263) JACOBS ZATE ALKHOBAR Job Number: BI-10-02172-0001 Z14-V-4A/B, Z14-V-5A, Z14-E-6A, Z14-E-7 RIYADH REFINERY AREA F

Date: Approving Agency:

Z14 Reactors & Exchangers - Train A-latest..fiw JANUARY 2019 SAUDI ARAMCO

Phone:

SAUDI ARABIA

City, State Zip Code:

RIYADH REFINERY

Representative: City And State:

SAUDI ARABIA

Building Owner:

SAUDI ARAMCO

Phone at Building: City, State Zip Code:

RIYADH

Project File Name:

Project Data Description Of Hazard: HIGH RISK AREA Design Area Of Water Application: 2386 Default Sprinkler K-Factor: 4.48 Inside Hose Stream Allowance: 0.00 In Rack Sprinkler Allowance: 0.00

ft² K gpm gpm

Sprinkler Specifications Make: HD FIRE PROTECT Size: 1/2" WATER SPRAY NOZZLES

Sprinkler System Type: Dry Maximum Area Per Sprinkler: 76 ft² Default Pipe Material: SCHED 40 WET STEEL Outside Hose Stream Allowance: 0.00 gpm

Model: Temperature Rating:

MV-A 100 F

Water Supply Test Data Source Of Information: Test Hydrant ID:

RIYADH REFINERY FrPD FHY-D-03

Hydrant Elevation: Test Flow Rate: Calculated System Flow Rate: Available Residual Pressure At System Flow:

3 ft 13184.0 gpm 0 1357.58 gpm

Date Of Test:

2 JAN 2018

Static Pressure:

152.00 psi

Test Residual Pressure:

100.00 psi

Calculated Inflow Residual Pressure:

77.93 psi

151.22 psi

Calculation Project Data Calculation Mode: HMD Minimum Residual Pressure: Number Of Active Nodes: Number Of Active Pipes: Number Of Active Sprinklers:

Demand 25.00 psi 132 133 55

C:\ ...\Z14 Reactors & Exchangers - Train A-latest.fiw

Minimum Desired Flow Density: Number Of Inactive Pipes: Number Of Inactive Sprinklers:

10 of 342

0.25 gpm/ft² 0 0

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Elite Software Development, Inc. UPGRADE HYDROPROCESSING INTEGRITY-RR Page 3

Fire Sprinkler Input Data Node Input Data Area Group Branch Dia. (in)

Sprinkler KFactor (K) Branch Len. (ft)

Pressure Estimate (psi) Branch Stnd Fittings

Node Elev (ft) Branch NonStnd Fittings (ft)

Non-Sprinkler Flow (gpm) Branch Sprk KFactor (K)

Sprinkler ----

---0.000

4.48 0.0

25.00 ----

7.90 0.0

0.00 0.00

2

Sprinkler ----

---0.000

4.48 0.0

25.09 ----

7.90 0.0

0.00 0.00

3

Sprinkler ----

---0.000

4.48 0.0

25.40 ----

7.90 0.0

0.00 0.00

4

Sprinkler ----

---0.000

4.48 0.0

26.05 ----

7.90 0.0

0.00 0.00

5

Sprinkler ----

---0.000

4.48 0.0

27.14 ----

7.90 0.0

0.00 0.00

6

Sprinkler ----

---0.000

4.48 0.0

31.54 ----

5.00 0.0

0.00 0.00

7

Sprinkler ----

---0.000

4.48 0.0

33.47 ----

9.00 0.0

0.00 0.00

8

Sprinkler ----

---0.000

4.48 0.0

33.61 ----

9.00 0.0

0.00 0.00

9

Sprinkler ----

---0.000

4.48 0.0

34.69 ----

9.00 0.0

0.00 0.00

10

Sprinkler ----

---0.000

4.48 0.0

32.84 ----

9.50 0.0

0.00 0.00

11

Sprinkler ----

---0.000

4.48 0.0

32.98 ----

9.50 0.0

0.00 0.00

12

Sprinkler ----

---0.000

4.48 0.0

33.42 ----

9.50 0.0

0.00 0.00

13

Sprinkler ----

---0.000

4.48 0.0

34.01 ----

1.90 0.0

0.00 0.00

14

Sprinkler ----

---0.000

4.48 0.0

34.31 ----

1.90 0.0

0.00 0.00

15

Sprinkler ----

---0.000

4.48 0.0

35.38 ----

1.90 0.0

0.00 0.00

16

Sprinkler ----

---0.000

4.48 0.0

32.67 ----

6.60 0.0

0.00 0.00

17

Sprinkler ----

---0.000

4.48 0.0

27.76 ----

23.00 0.0

0.00 0.00

Node No.

Node Description Branch Description

1

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Fire Sprinkler Input Data Node Input Data (cont'd) Area Group Branch Dia. (in)

Sprinkler KFactor (K) Branch Len. (ft)

Pressure Estimate (psi) Branch Stnd Fittings

Node Elev (ft) Branch NonStnd Fittings (ft)

Non-Sprinkler Flow (gpm) Branch Sprk KFactor (K)

Sprinkler ----

---0.000

4.48 0.0

27.91 ----

23.00 0.0

0.00 0.00

19

Sprinkler ----

---0.000

4.48 0.0

27.04 ----

23.00 0.0

0.00 0.00

20

Sprinkler ----

---0.000

4.48 0.0

27.01 ----

23.00 0.0

0.00 0.00

21

Sprinkler ----

---0.000

4.48 0.0

27.44 ----

23.00 0.0

0.00 0.00

22

Sprinkler ----

---0.000

4.48 0.0

29.15 ----

17.20 0.0

0.00 0.00

23

Sprinkler ----

---0.000

4.48 0.0

29.31 ----

17.20 0.0

0.00 0.00

24

Sprinkler ----

---0.000

4.48 0.0

28.40 ----

17.20 0.0

0.00 0.00

25

Sprinkler ----

---0.000

4.48 0.0

28.38 ----

17.20 0.0

0.00 0.00

26

Sprinkler ----

---0.000

4.48 0.0

28.83 ----

17.20 0.0

0.00 0.00

27

Sprinkler ----

---0.000

4.48 0.0

31.10 ----

11.50 0.0

0.00 0.00

28

Sprinkler ----

---0.000

4.48 0.0

31.41 ----

11.50 0.0

0.00 0.00

29

Sprinkler ----

---0.000

4.48 0.0

30.34 ----

11.50 0.0

0.00 0.00

30

Sprinkler ----

---0.000

4.48 0.0

30.45 ----

11.50 0.0

0.00 0.00

31

Sprinkler ----

---0.000

4.48 0.0

30.94 ----

11.50 0.0

0.00 0.00

32

Sprinkler ----

---0.000

4.48 0.0

32.53 ----

16.40 0.0

0.00 0.00

33

Sprinkler ----

---0.000

4.48 0.0

29.15 ----

21.00 0.0

0.00 0.00

34

Sprinkler ----

---0.000

4.48 0.0

29.23 ----

16.40 0.0

0.00 0.00

Node No.

Node Description Branch Description

18

C:\ ...\Z14 Reactors & Exchangers - Train A-latest.fiw

12 of 342

Tuesday, January 15, 2019, 8:27 AM

Fire - Fire Sprinkler Hydraulics Calculation Program Jacobs ZATE Al-Khobar, 31952

Elite Software Development, Inc. UPGRADE HYDROPROCESSING INTEGRITY-RR Page 5

Fire Sprinkler Input Data Node Input Data (cont'd) Area Group Branch Dia. (in)

Sprinkler KFactor (K) Branch Len. (ft)

Pressure Estimate (psi) Branch Stnd Fittings

Node Elev (ft) Branch NonStnd Fittings (ft)

Non-Sprinkler Flow (gpm) Branch Sprk KFactor (K)

Sprinkler ----

---0.000

4.48 0.0

26.79 ----

21.00 0.0

0.00 0.00

36

Sprinkler ----

---0.000

4.48 0.0

30.68 ----

16.40 0.0

0.00 0.00

37

Sprinkler ----

---0.000

4.48 0.0

31.00 ----

16.40 0.0

0.00 0.00

38

Sprinkler ----

---0.000

4.48 0.0

34.63 ----

11.00 0.0

0.00 0.00

39

Sprinkler ----

---0.000

4.48 0.0

32.88 ----

11.00 0.0

0.00 0.00

40

Sprinkler ----

---0.000

4.48 0.0

33.06 ----

11.00 0.0

0.00 0.00

41

Sprinkler ----

---0.000

4.48 0.0

33.68 ----

11.00 0.0

0.00 0.00

42

Sprinkler ----

---0.000

4.48 0.0

34.62 ----

21.00 0.0

0.00 0.00

43

Sprinkler ----

---0.000

4.48 0.0

33.61 ----

21.00 0.0

0.00 0.00

44

Sprinkler ----

---0.000

4.48 0.0

30.41 ----

16.40 0.0

0.00 0.00

45

Sprinkler ----

---0.000

4.48 0.0

26.97 ----

21.00 0.0

0.00 0.00

46

Sprinkler ----

---0.000

4.48 0.0

29.04 ----

16.40 0.0

0.00 0.00

47

Sprinkler ----

---0.000

4.48 0.0

26.35 ----

21.00 0.0

0.00 0.00

48

Sprinkler ----

---0.000

4.48 0.0

29.94 ----

16.40 0.0

0.00 0.00

49

Sprinkler ----

---0.000

4.48 0.0

26.49 ----

21.00 0.0

0.00 0.00

50

Sprinkler ----

---0.000

4.48 0.0

26.80 ----

21.00 0.0

0.00 0.00

51

Sprinkler ----

---0.000

4.48 0.0

30.08 ----

16.40 0.0

0.00 0.00

Node No.

Node Description Branch Description

35

C:\ ...\Z14 Reactors & Exchangers - Train A-latest.fiw

13 of 342

Tuesday, January 15, 2019, 8:27 AM

Fire - Fire Sprinkler Hydraulics Calculation Program Jacobs ZATE Al-Khobar, 31952

Elite Software Development, Inc. UPGRADE HYDROPROCESSING INTEGRITY-RR Page 6

Fire Sprinkler Input Data Node Input Data (cont'd) Area Group Branch Dia. (in)

Sprinkler KFactor (K) Branch Len. (ft)

Pressure Estimate (psi) Branch Stnd Fittings

Node Elev (ft) Branch NonStnd Fittings (ft)

Non-Sprinkler Flow (gpm) Branch Sprk KFactor (K)

Sprinkler ----

---0.000

4.48 0.0

33.41 ----

11.00 0.0

0.00 0.00

53

Sprinkler ----

---0.000

4.48 0.0

33.00 ----

11.00 0.0

0.00 0.00

54

Sprinkler ----

---0.000

4.48 0.0

33.00 ----

11.00 0.0

0.00 0.00

55

Sprinkler ----

---0.000

4.48 0.0

33.11 ----

11.00 0.0

0.00 0.00

56

No Discharge ----

---0.000

N/A 0.0

26.11 ----

8.00 0.0

0.00 0.00

57

No Discharge ----

---0.000

N/A 0.0

26.21 ----

8.00 0.0

0.00 0.00

58

No Discharge ----

---0.000

N/A 0.0

26.53 ----

8.00 0.0

0.00 0.00

59

No Discharge ----

---0.000

N/A 0.0

27.21 ----

8.00 0.0

0.00 0.00

60

No Discharge ----

---0.000

N/A 0.0

28.34 ----

8.00 0.0

0.00 0.00

61

No Discharge ----

---0.000

N/A 0.0

31.46 ----

10.00 0.0

0.00 0.00

62

No Discharge ----

---0.000

N/A 0.0

34.38 ----

10.30 0.0

0.00 0.00

63

No Discharge ----

---0.000

N/A 0.0

34.52 ----

10.30 0.0

0.00 0.00

64

No Discharge ----

---0.000

N/A 0.0

35.65 ----

10.30 0.0

0.00 0.00

65

No Discharge ----

---0.000

N/A 0.0

33.94 ----

10.30 0.0

0.00 0.00

66

No Discharge ----

---0.000

N/A 0.0

34.08 ----

10.30 0.0

0.00 0.00

67

No Discharge ----

---0.000

N/A 0.0

34.54 ----

10.30 0.0

0.00 0.00

68

No Discharge ----

---0.000

N/A 0.0

34.79 ----

1.10 0.0

0.00 0.00

Node No.

Node Description Branch Description

52

C:\ ...\Z14 Reactors & Exchangers - Train A-latest.fiw

14 of 342

Tuesday, January 15, 2019, 8:27 AM

Fire - Fire Sprinkler Hydraulics Calculation Program Jacobs ZATE Al-Khobar, 31952

Elite Software Development, Inc. UPGRADE HYDROPROCESSING INTEGRITY-RR Page 7

Fire Sprinkler Input Data Node Input Data (cont'd) Area Group Branch Dia. (in)

Sprinkler KFactor (K) Branch Len. (ft)

Pressure Estimate (psi) Branch Stnd Fittings

Node Elev (ft) Branch NonStnd Fittings (ft)

Non-Sprinkler Flow (gpm) Branch Sprk KFactor (K)

No Discharge ----

---0.000

N/A 0.0

35.08 ----

1.10 0.0

0.00 0.00

70

No Discharge ----

---0.000

N/A 0.0

36.17 ----

1.10 0.0

0.00 0.00

71

No Discharge ----

---0.000

N/A 0.0

35.44 ----

6.60 0.0

0.00 0.00

72

No Discharge ----

---0.000

N/A 0.0

28.96 ----

24.00 0.0

0.00 0.00

73

No Discharge ----

---0.000

N/A 0.0

29.12 ----

24.00 0.0

0.00 0.00

74

No Discharge ----

---0.000

N/A 0.0

28.02 ----

24.00 0.0

0.00 0.00

75

No Discharge ----

---0.000

N/A 0.0

28.17 ----

24.00 0.0

0.00 0.00

76

No Discharge ----

---0.000

N/A 0.0

28.62 ----

24.00 0.0

0.00 0.00

77

No Discharge ----

---0.000

N/A 0.0

30.51 ----

18.00 0.0

0.00 0.00

78

No Discharge ----

---0.000

N/A 0.0

30.67 ----

18.00 0.0

0.00 0.00

79

No Discharge ----

---0.000

N/A 0.0

29.53 ----

18.00 0.0

0.00 0.00

80

No Discharge ----

---0.000

N/A 0.0

29.69 ----

18.00 0.0

0.00 0.00

81

No Discharge ----

---0.000

N/A 0.0

30.17 ----

18.00 0.0

0.00 0.00

82

No Discharge ----

---0.000

N/A 0.0

32.69 ----

12.00 0.0

0.00 0.00

83

No Discharge ----

---0.000

N/A 0.0

33.01 ----

12.00 0.0

0.00 0.00

84

No Discharge ----

---0.000

N/A 0.0

31.70 ----

12.00 0.0

0.00 0.00

85

No Discharge ----

---0.000

N/A 0.0

32.00 ----

12.00 0.0

0.00 0.00

Node No.

Node Description Branch Description

69

C:\ ...\Z14 Reactors & Exchangers - Train A-latest.fiw

15 of 342

Tuesday, January 15, 2019, 8:27 AM

Fire - Fire Sprinkler Hydraulics Calculation Program Jacobs ZATE Al-Khobar, 31952

Elite Software Development, Inc. UPGRADE HYDROPROCESSING INTEGRITY-RR Page 8

Fire Sprinkler Input Data Node Input Data (cont'd) Area Group Branch Dia. (in)

Sprinkler KFactor (K) Branch Len. (ft)

Pressure Estimate (psi) Branch Stnd Fittings

Node Elev (ft) Branch NonStnd Fittings (ft)

Non-Sprinkler Flow (gpm) Branch Sprk KFactor (K)

No Discharge ----

---0.000

N/A 0.0

32.53 ----

12.00 0.0

0.00 0.00

87

No Discharge ----

---0.000

N/A 0.0

33.85 ----

16.00 0.0

0.00 0.00

88

No Discharge ----

---0.000

N/A 0.0

35.51 ----

12.00 0.0

0.00 0.00

89

No Discharge ----

---0.000

N/A 0.0

31.01 ----

16.00 0.0

0.00 0.00

90

No Discharge ----

---0.000

N/A 0.0

31.09 ----

16.00 0.0

0.00 0.00

91

No Discharge ----

---0.000

N/A 0.0

31.53 ----

16.00 0.0

0.00 0.00

92

No Discharge ----

---0.000

N/A 0.0

33.00 ----

16.00 0.0

0.00 0.00

93

No Discharge ----

---0.000

N/A 0.0

36.00 ----

12.00 0.0

0.00 0.00

94

No Discharge ----

---0.000

N/A 0.0

34.37 ----

12.00 0.0

0.00 0.00

95

No Discharge ----

---0.000

N/A 0.0

34.56 ----

12.00 0.0

0.00 0.00

96

No Discharge ----

---0.000

N/A 0.0

35.21 ----

12.00 0.0

0.00 0.00

97

No Discharge ----

---0.000

N/A 0.0

39.29 ----

16.40 0.0

0.00 0.00

98

No Discharge ----

---0.000

N/A 0.0

38.20 ----

16.40 0.0

0.00 0.00

99

No Discharge ----

---0.000

N/A 0.0

32.05 ----

16.00 0.0

0.00 0.00

100

No Discharge ----

---0.000

N/A 0.0

31.43 ----

16.00 0.0

0.00 0.00

101

No Discharge ----

---0.000

N/A 0.0

30.81 ----

16.00 0.0

0.00 0.00

102

No Discharge ----

---0.000

N/A 0.0

30.79 ----

16.00 0.0

0.00 0.00

Node No.

Node Description Branch Description

86

C:\ ...\Z14 Reactors & Exchangers - Train A-latest.fiw

16 of 342

Tuesday, January 15, 2019, 8:27 AM

Fire - Fire Sprinkler Hydraulics Calculation Program Jacobs ZATE Al-Khobar, 31952

Elite Software Development, Inc. UPGRADE HYDROPROCESSING INTEGRITY-RR Page 9

Fire Sprinkler Input Data Node Input Data (cont'd) Area Group Branch Dia. (in)

Sprinkler KFactor (K) Branch Len. (ft)

Pressure Estimate (psi) Branch Stnd Fittings

Node Elev (ft) Branch NonStnd Fittings (ft)

Non-Sprinkler Flow (gpm) Branch Sprk KFactor (K)

No Discharge ----

---0.000

N/A 0.0

30.78 ----

16.00 0.0

0.00 0.00

104

No Discharge ----

---0.000

N/A 0.0

30.86 ----

16.00 0.0

0.00 0.00

105

No Discharge ----

---0.000

N/A 0.0

31.19 ----

16.00 0.0

0.00 0.00

106

No Discharge ----

---0.000

N/A 0.0

31.71 ----

16.00 0.0

0.00 0.00

107

No Discharge ----

---0.000

N/A 0.0

34.72 ----

12.00 0.0

0.00 0.00

108

No Discharge ----

---0.000

N/A 0.0

34.50 ----

12.00 0.0

0.00 0.00

109

No Discharge ----

---0.000

N/A 0.0

34.50 ----

12.00 0.0

0.00 0.00

110

No Discharge ----

---0.000

N/A 0.0

34.62 ----

12.00 0.0

0.00 0.00

111

No Discharge ----

---0.000

N/A 0.0

38.96 ----

12.60 0.0

0.00 0.00

112

No Discharge ----

---0.000

N/A 0.0

35.24 ----

10.30 0.0

0.00 0.00

113

No Discharge ----

---0.000

N/A 0.0

36.55 ----

10.30 0.0

0.00 0.00

114

No Discharge ----

---0.000

N/A 0.0

38.45 ----

12.60 0.0

0.00 0.00

115

No Discharge ----

---0.000

N/A 0.0

29.45 ----

24.00 0.0

0.00 0.00

116

No Discharge ----

---0.000

N/A 0.0

31.02 ----

18.00 0.0

0.00 0.00

117

No Discharge ----

---0.000

N/A 0.0

33.43 ----

12.00 0.0

0.00 0.00

118

No Discharge ----

---0.000

N/A 0.0

34.32 ----

16.00 0.0

0.00 0.00

119

No Discharge ----

---0.000

N/A 0.0

36.14 ----

12.00 0.0

0.00 0.00

Node No.

Node Description Branch Description

103

C:\ ...\Z14 Reactors & Exchangers - Train A-latest.fiw

17 of 342

Tuesday, January 15, 2019, 8:27 AM

Fire - Fire Sprinkler Hydraulics Calculation Program Jacobs ZATE Al-Khobar, 31952

Elite Software Development, Inc. UPGRADE HYDROPROCESSING INTEGRITY-RR Page 10

Fire Sprinkler Input Data Node Input Data (cont'd) Area Group Branch Dia. (in)

Sprinkler KFactor (K) Branch Len. (ft)

Pressure Estimate (psi) Branch Stnd Fittings

Node Elev (ft) Branch NonStnd Fittings (ft)

Non-Sprinkler Flow (gpm) Branch Sprk KFactor (K)

No Discharge ----

---0.000

N/A 0.0

32.84 ----

16.00 0.0

0.00 0.00

121

No Discharge ----

---0.000

N/A 0.0

34.97 ----

12.00 0.0

0.00 0.00

122

No Discharge ----

---0.000

N/A 0.0

37.79 ----

25.00 0.0

0.00 0.00

123

No Discharge ----

---0.000

N/A 0.0

31.34 ----

18.00 0.0

0.00 0.00

124

No Discharge ----

---0.000

N/A 0.0

32.04 ----

19.00 0.0

0.00 0.00

125

No Discharge ----

---0.000

N/A 0.0

36.96 ----

16.40 0.0

0.00 0.00

126

No Discharge ----

---0.000

N/A 0.0

34.83 ----

16.00 0.0

0.00 0.00

127

No Discharge ----

---0.000

N/A 0.0

33.65 ----

16.00 0.0

0.00 0.00

128

No Discharge ----

---0.000

N/A 0.0

35.59 ----

19.20 0.0

0.00 0.00

129

No Discharge ----

---0.000

N/A 0.0

37.17 ----

16.40 0.0

0.00 0.00

130

No Discharge ----

---0.000

N/A 0.0

40.95 ----

25.00 0.0

0.00 0.00

131

No Discharge ----

---0.000

N/A 0.0

75.10 ----

0.00 0.0

0.00 0.00

132

No Discharge ----

---0.000

N/A 0.0

77.93 ----

-3.30 0.0

0.00 0.00

Node No.

Node Description Branch Description

120

C:\ ...\Z14 Reactors & Exchangers - Train A-latest.fiw

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Tuesday, January 15, 2019, 8:27 AM

Fire - Fire Sprinkler Hydraulics Calculation Program Jacobs ZATE Al-Khobar, 31952

Elite Software Development, Inc. UPGRADE HYDROPROCESSING INTEGRITY-RR Page 11

Fire Sprinkler Input Data Pipe Input Data Nominal Diameter (inch)

Type Group

Fitting Data

Nominal Length (feet)

Fitting Length (feet)

SCHED 40 WET STEEL

1.000

0

2E

3.20

4.00

7.20

120

57

SCHED 40 WET STEEL

1.000

0

2E

3.20

4.00

7.20

120

3

58

SCHED 40 WET STEEL

1.000

0

2E

3.20

4.00

7.20

120

4

59

SCHED 40 WET STEEL

1.000

0

2E

3.20

4.00

7.20

120

5

60

SCHED 40 WET STEEL

1.000

0

2E

3.20

4.00

7.20

120

6

61

SCHED 40 WET STEEL

1.000

0

2E

6.50

4.00

10.50

120

7

62

SCHED 40 WET STEEL

1.000

0

2E

3.00

4.00

7.00

120

8

63

SCHED 40 WET STEEL

1.000

0

2E

3.00

4.00

7.00

120

9

64

SCHED 40 WET STEEL

1.000

0

2E

3.00

4.00

7.00

120

10

65

SCHED 40 WET STEEL

1.000

0

2E

3.00

4.00

7.00

120

11

66

SCHED 40 WET STEEL

1.000

0

2E

3.00

4.00

7.00

120

12

67

SCHED 40 WET STEEL

1.000

0

2E

3.00

4.00

7.00

120

13

68

SCHED 40 WET STEEL

1.000

0

F

1.00

1.00

2.00

120

14

69

SCHED 40 WET STEEL

1.000

0

F

1.00

1.00

2.00

120

15

70

SCHED 40 WET STEEL

1.000

0

F

1.00

1.00

2.00

120

16

71

SCHED 40 WET STEEL

1.000

0

2E

9.50

4.00

13.50

120

17

72

SCHED 40 WET STEEL

1.000

0

3E

3.20

6.00

9.20

120

18

73

SCHED 40 WET STEEL

1.000

0

3E

3.20

6.00

9.20

120

19

74

SCHED 40 WET STEEL

1.000

0

F2E

3.20

5.00

8.20

120

20

75

SCHED 40 WET STEEL

1.000

0

3E

3.20

6.00

9.20

120

21

76

SCHED 40 WET STEEL

1.000

0

3E

3.20

6.00

9.20

120

22

77

SCHED 40 WET STEEL

1.000

0

3E

3.20

6.00

9.20

120

23

78

SCHED 40 WET STEEL

1.000

0

3E

3.20

6.00

9.20

120

24

79

SCHED 40 WET STEEL

1.000

0

F2E

3.20

5.00

8.20

120

25

80

SCHED 40 WET STEEL

1.000

0

3E

3.20

6.00

9.20

120

26

81

SCHED 40 WET STEEL

1.000

0

3E

3.20

6.00

9.20

120

Beg. Node

End. Node

Pipe Description

1

56

2

C:\ ...\Z14 Reactors & Exchangers - Train A-latest.fiw

19 of 342

Total CFactor Length (gpm/inch(feet) psi)

Tuesday, January 15, 2019, 8:27 AM

Fire - Fire Sprinkler Hydraulics Calculation Program Jacobs ZATE Al-Khobar, 31952

Elite Software Development, Inc. UPGRADE HYDROPROCESSING INTEGRITY-RR Page 12

Fire Sprinkler Input Data Pipe Input Data (cont'd) Nominal Diameter (inch)

Type Group

Fitting Data

Nominal Length (feet)

Fitting Length (feet)

SCHED 40 WET STEEL

1.000

0

3E

3.20

6.00

9.20

120

83

SCHED 40 WET STEEL

1.000

0

3E

3.20

6.00

9.20

120

29

84

SCHED 40 WET STEEL

1.000

0

F2E

3.20

5.00

8.20

120

30

85

SCHED 40 WET STEEL

1.000

0

3E

3.20

6.00

9.20

120

31

86

SCHED 40 WET STEEL

1.000

0

3E

3.20

6.00

9.20

120

32

87

SCHED 40 WET STEEL

1.000

0

3F

2.62

3.00

5.62

120

33

88

SCHED 40 WET STEEL

1.000

0

3E

7.30

6.00

13.30

120

34

89

SCHED 40 WET STEEL

1.000

0

3E

2.62

6.00

8.62

120

35

90

SCHED 40 WET STEEL

1.000

0

F2E

7.50

5.00

12.50

120

36

91

SCHED 40 WET STEEL

1.000

0

E

1.50

2.00

3.50

120

37

92

SCHED 40 WET STEEL

1.000

0

3E

3.30

6.00

9.30

120

38

93

SCHED 40 WET STEEL

1.000

0

F2E

3.30

5.00

8.30

120

39

94

SCHED 40 WET STEEL

1.000

0

3E

3.30

6.00

9.30

120

40

95

SCHED 40 WET STEEL

1.000

0

3E

3.30

6.00

9.30

120

41

96

SCHED 40 WET STEEL

1.000

0

3E

3.30

6.00

9.30

120

42

97

SCHED 40 WET STEEL

1.000

0

3E

6.32

6.00

12.32

120

43

98

SCHED 40 WET STEEL

1.000

0

3E

6.32

6.00

12.32

120

44

99

SCHED 40 WET STEEL

1.000

0

F2E

2.62

5.00

7.62

120

45

100

SCHED 40 WET STEEL

1.000

0

3E

7.30

6.00

13.30

120

46

101

SCHED 40 WET STEEL

1.000

0

3E

2.62

6.00

8.62

120

47

102

SCHED 40 WET STEEL

1.000

0

3E

7.50

6.00

13.50

120

48

103

SCHED 40 WET STEEL

1.000

0

E

1.50

2.00

3.50

120

49

104

SCHED 40 WET STEEL

1.000

0

3E

7.00

6.00

13.00

120

50

105

SCHED 40 WET STEEL

1.000

0

3E

7.00

6.00

13.00

120

51

106

SCHED 40 WET STEEL

1.000

0

F2E

2.62

5.00

7.62

120

52

107

SCHED 40 WET STEEL

1.000

0

F2E

3.30

5.00

8.30

120

Beg. Node

End. Node

Pipe Description

27

82

28

C:\ ...\Z14 Reactors & Exchangers - Train A-latest.fiw

20 of 342

Total CFactor Length (gpm/inch(feet) psi)

Tuesday, January 15, 2019, 8:27 AM

Fire - Fire Sprinkler Hydraulics Calculation Program Jacobs ZATE Al-Khobar, 31952

Elite Software Development, Inc. UPGRADE HYDROPROCESSING INTEGRITY-RR Page 13

Fire Sprinkler Input Data Pipe Input Data (cont'd) Nominal Diameter (inch)

Type Group

Fitting Data

Nominal Length (feet)

Fitting Length (feet)

SCHED 40 WET STEEL

1.000

0

3E

3.30

6.00

9.30

120

109

SCHED 40 WET STEEL

1.000

0

3E

3.30

6.00

9.30

120

55

110

SCHED 40 WET STEEL

1.000

0

3E

3.30

6.00

9.30

120

56

57

SCHED 40 WET STEEL

2.000

0

T

5.75

10.00

15.75

120

57

58

SCHED 40 WET STEEL

2.000

0

T

5.00

10.00

15.00

120

58

59

SCHED 40 WET STEEL

2.000

0

T

5.00

10.00

15.00

120

59

60

SCHED 40 WET STEEL

2.000

0

T

4.60

10.00

14.60

120

60

61

SCHED 40 WET STEEL

2.000

0

3ET

8.50

25.00

33.50

120

61

111

SCHED 40 WET STEEL

2.000

0

5ET

15.00

35.00

50.00

120

62

63

SCHED 40 WET STEEL

2.000

0

T

8.00

10.00

18.00

120

63

64

SCHED 40 WET STEEL

2.000

0

4ET

10.50

30.00

40.50

120

64

113

SCHED 40 WET STEEL

2.000

0

T

5.00

10.00

15.00

120

65

66

SCHED 40 WET STEEL

2.000

0

T

9.25

10.00

19.25

120

66

67

SCHED 40 WET STEEL

2.000

0

T

6.60

10.00

16.60

120

67

112

SCHED 40 WET STEEL

2.000

0

T

2.00

10.00

12.00

120

68

69

SCHED 40 WET STEEL

2.000

0

3ET

12.60

25.00

37.60

120

69

70

SCHED 40 WET STEEL

2.000

0

3ET

13.12

25.00

38.12

120

70

71

SCHED 40 WET STEEL

2.000

0

2FET

8.25

19.00

27.25

120

71

112

SCHED 40 WET STEEL

2.000

0

T

3.70

10.00

13.70

120

72

73

SCHED 40 WET STEEL

2.000

0

2FT

10.60

14.00

24.60

120

73

115

SCHED 40 WET STEEL

2.000

0

T

4.10

10.00

14.10

120

74

75

SCHED 40 WET STEEL

2.000

0

2FT

9.40

14.00

23.40

120

75

76

SCHED 40 WET STEEL

2.000

0

FT

7.75

12.00

19.75

120

76

115

SCHED 40 WET STEEL

2.000

0

FT

5.00

12.00

17.00

120

77

78

SCHED 40 WET STEEL

2.000

0

2FT

10.60

14.00

24.60

120

78

116

SCHED 40 WET STEEL

2.000

0

T

4.10

10.00

14.10

120

Beg. Node

End. Node

Pipe Description

53

108

54

C:\ ...\Z14 Reactors & Exchangers - Train A-latest.fiw

21 of 342

Total CFactor Length (gpm/inch(feet) psi)

Tuesday, January 15, 2019, 8:27 AM

Fire - Fire Sprinkler Hydraulics Calculation Program Jacobs ZATE Al-Khobar, 31952

Elite Software Development, Inc. UPGRADE HYDROPROCESSING INTEGRITY-RR Page 14

Fire Sprinkler Input Data Pipe Input Data (cont'd) Nominal Diameter (inch)

Type Group

Fitting Data

Nominal Length (feet)

Fitting Length (feet)

SCHED 40 WET STEEL

2.000

0

2FT

9.60

14.00

23.60

120

81

SCHED 40 WET STEEL

2.000

0

FT

8.00

12.00

20.00

120

81

116

SCHED 40 WET STEEL

2.000

0

FT

4.75

12.00

16.75

120

82

83

SCHED 40 WET STEEL

2.000

0

F4ET

12.60

32.00

44.60

120

83

117

SCHED 40 WET STEEL

2.000

0

FT

4.10

12.00

16.10

120

84

85

SCHED 40 WET STEEL

2.000

0

2F4ET

9.50

34.00

43.50

120

85

86

SCHED 40 WET STEEL

2.000

0

FT

8.50

12.00

20.50

120

86

117

SCHED 40 WET STEEL

2.000

0

FT

4.75

12.00

16.75

120

87

88

SCHED 40 WET STEEL

2.000

0

T

1.85

10.00

11.85

120

87

118

SCHED 40 WET STEEL

2.000

0

FT

6.10

12.00

18.10

120

89

90

SCHED 40 WET STEEL

2.000

0

T

2.75

10.00

12.75

120

90

91

SCHED 40 WET STEEL

2.000

0

FT

6.63

12.00

18.63

120

91

92

SCHED 40 WET STEEL

2.000

0

3FT

12.50

16.00

28.50

120

92

118

SCHED 40 WET STEEL

2.000

0

FT

2.82

12.00

14.82

120

93

119

SCHED 40 WET STEEL

2.000

0

FT

5.60

12.00

17.60

120

94

95

SCHED 40 WET STEEL

2.000

0

2FT

11.20

14.00

25.20

120

95

96

SCHED 40 WET STEEL

2.000

0

2FT

9.50

14.00

23.50

120

96

119

SCHED 40 WET STEEL

2.000

0

FT

3.85

12.00

15.85

120

97

98

SCHED 40 WET STEEL FBE LINED

6.000

0

T

6.00

34.80

40.80

130

97

130

SCHED 40 WET STEEL FBE LINED

6.000

0

2F4ET

76.00

116.00

192.00

130

98

129

SCHED 40 WET STEEL FBE LINED

6.000

0

T

5.65

34.80

40.45

130

99

120

SCHED 40 WET STEEL

2.000

0

F

6.25

2.00

8.25

120

99

100

SCHED 40 WET STEEL

2.000

0

T

1.00

10.00

11.00

120

100

101

SCHED 40 WET STEEL

2.000

0

2FT

7.50

14.00

21.50

120

Beg. Node

End. Node

Pipe Description

79

80

80

C:\ ...\Z14 Reactors & Exchangers - Train A-latest.fiw

22 of 342

Total CFactor Length (gpm/inch(feet) psi)

Tuesday, January 15, 2019, 8:27 AM

Fire - Fire Sprinkler Hydraulics Calculation Program Jacobs ZATE Al-Khobar, 31952

Elite Software Development, Inc. UPGRADE HYDROPROCESSING INTEGRITY-RR Page 15

Fire Sprinkler Input Data Pipe Input Data (cont'd) Beg. Node

End. Node

Pipe Description

101

102

SCHED 40 WET STEEL

Nominal Diameter (inch) 2.000

Nominal Length (feet) 2.00

Fitting Length (feet) 0.00

102

103

SCHED 40 WET STEEL

2.000

0

FT

6.50

12.00

18.50

120

103

104

SCHED 40 WET STEEL

2.000

0

2FT

4.75

14.00

18.75

120

104

105

SCHED 40 WET STEEL

2.000

0

FT

5.65

12.00

17.65

120

105

106

SCHED 40 WET STEEL

2.000

0

T

2.25

10.00

12.25

120

106

120

SCHED 40 WET STEEL

2.000

0

FT

2.70

12.00

14.70

120

107

121

SCHED 40 WET STEEL

2.000

0

F

5.75

2.00

7.75

120

107

108

SCHED 40 WET STEEL

2.000

0

2FT

8.10

14.00

22.10

120

108

109

SCHED 40 WET STEEL

2.000

0

2FT

8.10

14.00

22.10

120

109

110

SCHED 40 WET STEEL

2.000

0

2FT

8.10

14.00

22.10

120

110

121

SCHED 40 WET STEEL

2.000

0

FT

3.00

12.00

15.00

120

111

114

SCHED 40 WET STEEL FBE LINED

4.000

0

T

4.50

23.20

27.70

130

111

122

SCHED 40 WET STEEL FBE LINED

4.000

0

3ET

45.00

58.00

103.00

130

112

113

SCHED 40 WET STEEL FBE LINED

3.000

0

ET

11.00

25.52

36.52

130

113

114

SCHED 40 WET STEEL FBE LINED

3.000

0

2ET

8.00

33.64

41.64

130

115

124

SCHED 40 WET STEEL FBE LINED

3.000

0

FT

6.22

20.90

27.12

130

116

123

SCHED 40 WET STEEL FBE LINED

3.000

0

T

1.50

17.40

18.90

130

117

123

SCHED 40 WET STEEL FBE LINED

3.000

0

FT

7.25

20.90

28.15

130

118

126

SCHED 40 WET STEEL FBE LINED

3.000

0

T

3.50

17.40

20.90

130

119

126

SCHED 40 WET STEEL FBE LINED

3.000

0

ET

7.50

25.52

33.02

130

120

127

SCHED 40 WET STEEL FBE LINED

3.000

0

T

3.50

17.40

20.90

130

C:\ ...\Z14 Reactors & Exchangers - Train A-latest.fiw

Type Group

Fitting Data

0

23 of 342

Total CFactor Length (gpm/inch(feet) psi) 2.00 120

Tuesday, January 15, 2019, 8:27 AM

Fire - Fire Sprinkler Hydraulics Calculation Program Jacobs ZATE Al-Khobar, 31952

Elite Software Development, Inc. UPGRADE HYDROPROCESSING INTEGRITY-RR Page 16

Fire Sprinkler Input Data Pipe Input Data (cont'd) Nominal Diameter (inch)

Type Group

Fitting Data

Nominal Length (feet)

Fitting Length (feet)

SCHED 40 WET STEEL FBE LINED

3.000

0

ET

7.50

25.52

33.02

130

130

SCHED 40 WET STEEL FBE LINED

4.000

0

2FT

45.00

32.48

77.48

130

123

124

SCHED 40 WET STEEL FBE LINED

3.000

0

T

1.00

17.40

18.40

130

124

125

SCHED 40 WET STEEL FBE LINED

3.000

0

ET

4.10

25.52

29.62

130

125

129

SCHED 40 WET STEEL FBE LINED

6.000

0

T

11.10

34.80

45.90

130

126

128

SCHED 40 WET STEEL FBE LINED

3.000

0

ET

7.60

25.52

33.12

130

127

128

SCHED 40 WET STEEL FBE LINED

3.000

0

ET

12.70

25.52

38.22

130

128

129

SCHED 40 WET STEEL FBE LINED

6.000

0

T

3.00

34.80

37.80

130

130

131

SCHED 40 WET STEEL FBE LINED

6.000

0

8ETGC

231.00

205.34

436.34

130

131

132

SCHED 40 WET STEEL CEMENT LINE

6.000

0

E

10.00

16.20

26.20

130

Beg. Node

End. Node

Pipe Description

121

127

122

Total CFactor Length (gpm/inch(feet) psi)

Fitting Legend: F = 45 Degree Elbow, E = 90 Degree Elbow, L = Long Turn Elbow, T = Tee or Cross, B = Butterfly Valve, G = Gate Valve, C = Check Valve

C:\ ...\Z14 Reactors & Exchangers - Train A-latest.fiw

24 of 342

Tuesday, January 15, 2019, 8:27 AM

Fire - Fire Sprinkler Hydraulics Calculation Program Jacobs ZATE Al-Khobar, 31952

Elite Software Development, Inc. UPGRADE HYDROPROCESSING INTEGRITY-RR Page 17

Fire Sprinkler Output Data Overall Node Groupings Output Data Pipe Segment Beg. End. Node Node

Pipe Type Group

Pipe Flow Rate (gpm)

Sprinkler Flow At Beg. Node (gpm)

Non-Sprinkler Flow Out (+) In (-) (gpm) (gpm)

Beg. Node Residual Pressure (psi)

Imbalance Flow At Beg. Node (gpm)

1

56

0

-22.40

22.40

0.00

0.00

25.00

2

57

0

-22.44

22.44

0.00

0.00

25.09

0.00000

3

58

0

-22.58

22.58

0.00

0.00

25.40

0.00000

4

59

0

-22.86

22.86

0.00

0.00

26.05

0.00000

5

60

0

-23.34

23.34

0.00

0.00

27.14

0.00000

6

61

0

-25.16

25.16

0.00

0.00

31.54

0.00000

7

62

0

-25.92

25.92

0.00

0.00

33.47

0.00000

8

63

0

-25.97

25.97

0.00

0.00

33.61

0.00000

9

64

0

-26.39

26.39

0.00

0.00

34.69

0.00000

10

65

0

-25.67

25.67

0.00

0.00

32.84

0.00000

11

66

0

-25.73

25.73

0.00

0.00

32.98

0.00000

12

67

0

-25.90

25.90

0.00

0.00

33.42

0.00000

13

68

0

-26.13

26.13

0.00

0.00

34.01

0.00000

14

69

0

-26.24

26.24

0.00

0.00

34.31

0.00000

15

70

0

-26.65

26.65

0.00

0.00

35.38

0.00000

16

71

0

-25.60

25.60

0.00

0.00

32.67

0.00000

17

72

0

-23.60

23.60

0.00

0.00

27.76

0.00000

18

73

0

-23.67

23.67

0.00

0.00

27.91

0.00000

19

74

0

-23.29

23.29

0.00

0.00

27.04

0.00000

20

75

0

-23.29

23.29

0.00

0.00

27.01

0.00000

21

76

0

-23.47

23.47

0.00

0.00

27.44

0.00000

22

77

0

-24.19

24.19

0.00

0.00

29.15

0.00000

23

78

0

-24.25

24.25

0.00

0.00

29.31

0.00000

24

79

0

-23.87

23.87

0.00

0.00

28.40

0.00000

25

80

0

-23.86

23.86

0.00

0.00

28.38

0.00000

26

81

0

-24.05

24.05

0.00

0.00

28.83

0.00000

C:\ ...\Z14 Reactors & Exchangers - Train A-latest.fiw

25 of 342

Tuesday, January 15, 2019, 8:27 AM

Fire - Fire Sprinkler Hydraulics Calculation Program Jacobs ZATE Al-Khobar, 31952

Elite Software Development, Inc. UPGRADE HYDROPROCESSING INTEGRITY-RR Page 18

Fire Sprinkler Output Data Overall Node Groupings Output Data (cont'd) Pipe Segment Beg. End. Node Node

Pipe Type Group

Pipe Flow Rate (gpm)

Sprinkler Flow At Beg. Node (gpm)

Non-Sprinkler Flow Out (+) In (-) (gpm) (gpm)

Beg. Node Residual Pressure (psi)

Imbalance Flow At Beg. Node (gpm)

27

82

0

-24.98

24.98

0.00

0.00

31.10

0.00000

28

83

0

-25.11

25.11

0.00

0.00

31.41

0.00000

29

84

0

-24.68

24.68

0.00

0.00

30.34

0.00000

30

85

0

-24.72

24.72

0.00

0.00

30.45

0.00000

31

86

0

-24.92

24.92

0.00

0.00

30.94

0.00000

32

87

0

-25.55

25.55

0.00

0.00

32.53

0.00000

33

88

0

-24.19

24.19

0.00

0.00

29.15

0.00000

34

89

0

-24.22

24.22

0.00

0.00

29.23

0.00000

35

90

0

-23.19

23.19

0.00

0.00

26.79

0.00000

36

91

0

-24.81

24.81

0.00

0.00

30.68

0.00000

37

92

0

-24.95

24.95

0.00

0.00

31.00

0.00000

38

93

0

-26.36

26.36

0.00

0.00

34.63

0.00000

39

94

0

-25.69

25.69

0.00

0.00

32.88

0.00000

40

95

0

-25.76

25.76

0.00

0.00

33.06

0.00000

41

96

0

-26.00

26.00

0.00

0.00

33.68

0.00000

42

97

0

-26.36

26.36

0.00

0.00

34.62

0.00000

43

98

0

-25.97

25.97

0.00

0.00

33.61

0.00000

44

99

0

-24.71

24.71

0.00

0.00

30.41

0.00000

45

100

0

-23.27

23.27

0.00

0.00

26.97

0.00000

46

101

0

-24.14

24.14

0.00

0.00

29.04

0.00000

47

102

0

-23.00

23.00

0.00

0.00

26.35

0.00000

48

103

0

-24.51

24.51

0.00

0.00

29.94

0.00000

49

104

0

-23.06

23.06

0.00

0.00

26.49

0.00000

50

105

0

-23.19

23.19

0.00

0.00

26.80

0.00000

51

106

0

-24.57

24.57

0.00

0.00

30.08

0.00000

52

107

0

-25.90

25.90

0.00

0.00

33.41

0.00000

C:\ ...\Z14 Reactors & Exchangers - Train A-latest.fiw

26 of 342

Tuesday, January 15, 2019, 8:27 AM

Fire - Fire Sprinkler Hydraulics Calculation Program Jacobs ZATE Al-Khobar, 31952

Elite Software Development, Inc. UPGRADE HYDROPROCESSING INTEGRITY-RR Page 19

Fire Sprinkler Output Data Overall Node Groupings Output Data (cont'd) Pipe Segment Beg. End. Node Node

Pipe Type Group

Pipe Flow Rate (gpm)

Sprinkler Flow At Beg. Node (gpm)

Non-Sprinkler Flow Out (+) In (-) (gpm) (gpm)

Beg. Node Residual Pressure (psi)

Imbalance Flow At Beg. Node (gpm)

53

108

0

-25.74

25.74

0.00

0.00

33.00

0.00000

54

109

0

-25.74

25.74

0.00

0.00

33.00

0.00000

55

110

0

-25.78

25.78

0.00

0.00

33.11

0.00000

56 56

1 57

0 0

22.40 -22.40

0.00

0.00

0.00

26.11

0.00000

57 57 57

2 56 58

0 0 0

22.44 22.40 -44.84

0.00

0.00

0.00

26.21

0.00000

58 58 58

3 57 59

0 0 0

22.58 44.84 -67.42

0.00

0.00

0.00

26.53

0.00000

59 59 59

4 58 60

0 0 0

22.86 67.42 -90.28

0.00

0.00

0.00

27.21

0.00000

60 60 60

5 59 61

0 0 0

23.34 90.28 -113.62

0.00

0.00

0.00

28.34

0.00000

61 61 61

6 60 111

0 0 0

25.16 113.62 -138.78

0.00

0.00

0.00

31.46

0.00000

62 62

7 63

0 0

25.92 -25.92

0.00

0.00

0.00

34.38

0.00000

63 63 63

8 62 64

0 0 0

25.97 25.92 -51.89

0.00

0.00

0.00

34.52

0.00000

64 64 64

9 63 113

0 0 0

26.39 51.89 -78.28

0.00

0.00

0.00

35.65

0.00000

65 65

10 66

0 0

25.67 -25.67

0.00

0.00

0.00

33.94

0.00000

66 66 66

11 65 67

0 0 0

25.73 25.67 -51.40

0.00

0.00

0.00

34.08

0.00000

67 67 67

12 66 112

0 0 0

25.90 51.40 -77.30

0.00

0.00

0.00

34.54

C:\ ...\Z14 Reactors & Exchangers - Train A-latest.fiw

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Tuesday, January 15, 2019, 8:27 AM

Fire - Fire Sprinkler Hydraulics Calculation Program Jacobs ZATE Al-Khobar, 31952

Elite Software Development, Inc. UPGRADE HYDROPROCESSING INTEGRITY-RR Page 20

Fire Sprinkler Output Data Overall Node Groupings Output Data (cont'd) Pipe Segment Beg. End. Node Node 68 13 68 69

Pipe Type Group 0 0

Pipe Flow Rate (gpm) 26.13 -26.13

Sprinkler Flow At Beg. Node (gpm) 0.00

Non-Sprinkler Flow Out (+) In (-) (gpm) (gpm) 0.00 0.00

Beg. Node Residual Pressure (psi) 34.79

Imbalance Flow At Beg. Node (gpm) 0.00000

69 69 69

14 68 70

0 0 0

26.24 26.13 -52.37

0.00

0.00

0.00

35.08

0.00000

70 70 70

15 69 71

0 0 0

26.65 52.37 -79.01

0.00

0.00

0.00

36.17

0.00000

71 71 71

16 70 112

0 0 0

25.60 79.01 -104.62

0.00

0.00

0.00

35.44

0.00000

72 72

17 73

0 0

23.60 -23.60

0.00

0.00

0.00

28.96

0.00000

73 73 73

18 72 115

0 0 0

23.67 23.60 -47.27

0.00

0.00

0.00

29.12

0.00000

74 74

19 75

0 0

23.29 -23.29

0.00

0.00

0.00

28.02

0.00000

75 75 75

20 74 76

0 0 0

23.29 23.29 -46.58

0.00

0.00

0.00

28.17

0.00000

76 76 76

21 75 115

0 0 0

23.47 46.58 -70.05

0.00

0.00

0.00

28.62

0.00000

77 77

22 78

0 0

24.19 -24.19

0.00

0.00

0.00

30.51

0.00000

78 78 78

23 77 116

0 0 0

24.25 24.19 -48.44

0.00

0.00

0.00

30.67

0.00000

79 79

24 80

0 0

23.87 -23.87

0.00

0.00

0.00

29.53

0.00000

80 80 80

25 79 81

0 0 0

23.86 23.87 -47.74

0.00

0.00

0.00

29.69

0.00000

81 81 81

26 80 116

0 0 0

24.05 47.74 -71.79

0.00

0.00

0.00

30.17

0.00000

82

27

0

24.98

0.00

0.00

0.00

32.69

0.00000

C:\ ...\Z14 Reactors & Exchangers - Train A-latest.fiw

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Tuesday, January 15, 2019, 8:27 AM

Fire - Fire Sprinkler Hydraulics Calculation Program Jacobs ZATE Al-Khobar, 31952

Elite Software Development, Inc. UPGRADE HYDROPROCESSING INTEGRITY-RR Page 21

Fire Sprinkler Output Data Overall Node Groupings Output Data (cont'd) Pipe Segment Beg. End. Node Node 82 83

Pipe Type Group 0

Pipe Flow Rate (gpm) -24.98

Sprinkler Flow At Beg. Node (gpm)

Non-Sprinkler Flow Out (+) In (-) (gpm) (gpm)

Beg. Node Residual Pressure (psi)

Imbalance Flow At Beg. Node (gpm)

83 83 83

28 82 117

0 0 0

25.11 24.98 -50.09

0.00

0.00

0.00

33.01

0.00000

84 84

29 85

0 0

24.68 -24.68

0.00

0.00

0.00

31.70

0.00000

85 85 85

30 84 86

0 0 0

24.72 24.68 -49.40

0.00

0.00

0.00

32.00

0.00000

86 86 86

31 85 117

0 0 0

24.92 49.40 -74.32

0.00

0.00

0.00

32.53

0.00000

87 87 87

32 88 118

0 0 0

25.55 24.19 -49.74

0.00

0.00

0.00

33.85

0.00000

88 88

33 87

0 0

24.19 -24.19

0.00

0.00

0.00

35.51

0.00000

89 89

34 90

0 0

24.22 -24.22

0.00

0.00

0.00

31.01

0.00000

90 90 90

35 89 91

0 0 0

23.19 24.22 -47.41

0.00

0.00

0.00

31.09

0.00000

91 91 91

36 90 92

0 0 0

24.81 47.41 -72.22

0.00

0.00

0.00

31.53

92 92 92

37 91 118

0 0 0

24.95 72.22 -97.17

0.00

0.00

0.00

33.00

0.00000

93 93

38 119

0 0

26.36 -26.36

0.00

0.00

0.00

36.00

0.00000

94 94

39 95

0 0

25.69 -25.69

0.00

0.00

0.00

34.37

0.00000

95 95 95

40 94 96

0 0 0

25.76 25.69 -51.45

0.00

0.00

0.00

34.56

0.00000

96 96 96

41 95 119

0 0 0

26.00 51.45 -77.45

0.00

0.00

0.00

35.21

0.00000

C:\ ...\Z14 Reactors & Exchangers - Train A-latest.fiw

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Tuesday, January 15, 2019, 8:27 AM

Fire - Fire Sprinkler Hydraulics Calculation Program Jacobs ZATE Al-Khobar, 31952

Elite Software Development, Inc. UPGRADE HYDROPROCESSING INTEGRITY-RR Page 22

Fire Sprinkler Output Data Overall Node Groupings Output Data (cont'd) Pipe Segment Beg. End. Node Node

Pipe Type Group

Pipe Flow Rate (gpm)

Sprinkler Flow At Beg. Node (gpm)

Non-Sprinkler Flow Out (+) In (-) (gpm) (gpm)

Beg. Node Residual Pressure (psi)

Imbalance Flow At Beg. Node (gpm)

97 97 97

42 98 130

0 0 0

26.36 932.25 -958.61

0.00

0.00

0.00

39.29

0.00000

98 98 98

43 97 129

0 0 0

25.97 -932.25 906.28

0.00

0.00

0.00

38.20

0.00000

99 99 99

44 120 100

0 0 0

24.71 -100.82 76.11

0.00

0.00

0.00

32.05

0.00000

100 100 100

45 99 101

0 0 0

23.27 -76.11 52.85

0.00

0.00

0.00

31.43

0.00000

101 101 101

46 100 102

0 0 0

24.14 -52.85 28.70

0.00

0.00

0.00

30.81

0.00000

102 102 102

47 101 103

0 0 0

23.00 -28.70 5.71

0.00

0.00

0.00

30.79

0.00000

103 103 103

48 102 104

0 0 0

24.51 -5.71 -18.81

0.00

0.00

0.00

30.78

0.00000

104 104 104

49 103 105

0 0 0

23.06 18.81 -41.87

0.00

0.00

0.00

30.86

0.00000

105 105 105

50 104 106

0 0 0

23.19 41.87 -65.06

0.00

0.00

0.00

31.19

0.00000

106 106 106

51 105 120

0 0 0

24.57 65.06 -89.63

0.00

0.00

0.00

31.71

0.00000

107 107 107

52 121 108

0 0 0

25.90 -55.78 29.89

0.00

0.00

0.00

34.72

0.00000

108 108 108

53 107 109

0 0 0

25.74 -29.89 4.15

0.00

0.00

0.00

34.50

0.00000

109 109 109

54 108 110

0 0 0

25.74 -4.15 -21.58

0.00

0.00

0.00

34.50

0.00000

C:\ ...\Z14 Reactors & Exchangers - Train A-latest.fiw

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Tuesday, January 15, 2019, 8:27 AM

Fire - Fire Sprinkler Hydraulics Calculation Program Jacobs ZATE Al-Khobar, 31952

Elite Software Development, Inc. UPGRADE HYDROPROCESSING INTEGRITY-RR Page 23

Fire Sprinkler Output Data Overall Node Groupings Output Data (cont'd) Pipe Segment Beg. End. Node Node

Pipe Type Group

Pipe Flow Rate (gpm)

Sprinkler Flow At Beg. Node (gpm)

Non-Sprinkler Flow Out (+) In (-) (gpm) (gpm)

Beg. Node Residual Pressure (psi)

Imbalance Flow At Beg. Node (gpm)

110 110 110

55 109 121

0 0 0

25.78 21.58 -47.36

0.00

0.00

0.00

34.62

0.00000

111 111 111

61 114 122

0 0 0

138.78 260.19 -398.97

0.00

0.00

0.00

38.96

0.00000

112 112 112

67 71 113

0 0 0

77.30 104.62 -181.91

0.00

0.00

0.00

35.24

0.00000

113 113 113

64 112 114

0 0 0

78.28 181.91 -260.19

0.00

0.00

0.00

36.55

0.00000

114 114

111 113

0 0

-260.19 260.19

0.00

0.00

0.00

38.45

0.00000

115 115 115

73 76 124

0 0 0

47.27 70.05 -117.32

0.00

0.00

0.00

29.45

0.00000

116 116 116

78 81 123

0 0 0

48.44 71.79 -120.23

0.00

0.00

0.00

31.02

0.00000

117 117 117

83 86 123

0 0 0

50.09 74.32 -124.41

0.00

0.00

0.00

33.43

0.00000

118 118 118

87 92 126

0 0 0

49.74 97.17 -146.91

0.00

0.00

0.00

34.32

0.00000

119 119 119

93 96 126

0 0 0

26.36 77.45 -103.81

0.00

0.00

0.00

36.14

0.00000

120 120 120

99 106 127

0 0 0

100.82 89.63 -190.45

0.00

0.00

0.00

32.84

0.00000

121 121 121

107 110 127

0 0 0

55.78 47.36 -103.15

0.00

0.00

0.00

34.97

0.00000

122 122

111 130

0 0

398.97 -398.97

0.00

0.00

0.00

37.79

0.00000

123

116

0

120.23

0.00

0.00

0.00

31.34

0.00000

C:\ ...\Z14 Reactors & Exchangers - Train A-latest.fiw

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Tuesday, January 15, 2019, 8:27 AM

Fire - Fire Sprinkler Hydraulics Calculation Program Jacobs ZATE Al-Khobar, 31952

Elite Software Development, Inc. UPGRADE HYDROPROCESSING INTEGRITY-RR Page 24

Fire Sprinkler Output Data Overall Node Groupings Output Data (cont'd) Pipe Segment Beg. End. Node Node 123 117 123 124

Pipe Type Group 0 0

Pipe Flow Rate (gpm) 124.41 -244.64

Sprinkler Flow At Beg. Node (gpm)

Non-Sprinkler Flow Out (+) In (-) (gpm) (gpm)

Beg. Node Residual Pressure (psi)

Imbalance Flow At Beg. Node (gpm)

124 124 124

115 123 125

0 0 0

117.32 244.64 -361.96

0.00

0.00

0.00

32.04

0.00000

125 125

124 129

0 0

361.96 -361.96

0.00

0.00

0.00

36.96

0.00000

126 126 126

118 119 128

0 0 0

146.91 103.81 -250.72

0.00

0.00

0.00

34.83

0.00000

127 127 127

120 121 128

0 0 0

190.45 103.15 -293.60

0.00

0.00

0.00

33.65

0.00000

128 128 128

126 127 129

0 0 0

250.72 293.60 -544.31

0.00

0.00

0.00

35.59

0.00000

129 129 129

98 125 128

0 0 0

-906.28 361.96 544.31

0.00

0.00

0.00

37.17

0.00000

130 130 130

97 122 131

0 0 0

958.61 398.97 -1357.58

0.00

0.00

0.00

40.95

0.00000

131 131

130 132

0 0

1357.58 -1357.58

0.00

0.00

0.00

75.10

0.00000

132

131

0

1357.58

0.00

0.00

-1357.58

77.93

C:\ ...\Z14 Reactors & Exchangers - Train A-latest.fiw

32 of 342

Tuesday, January 15, 2019, 8:27 AM

Fire - Fire Sprinkler Hydraulics Calculation Program Jacobs ZATE Al-Khobar, 31952

Elite Software Development, Inc. UPGRADE HYDROPROCESSING INTEGRITY-RR Page 25

Fire Sprinkler Output Data Overall Pipe Output Data Beg. End. Node

Nodal KFactor (K)

Elevation (feet)

Spk/Hose Discharge (gpm)

Residual Nom. Dia. Pressure Inside Dia. (psi) C-Value

q (gpm) Q (gpm) Velocity (fps)

F. L./ft (psi/ft) Fittings Type-Grp

Pipe-Len. Fit-Len. Tot-Len. (ft)

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

1 56

4.48 7.90 22.40 0.00 8.00 0.00 SCHED 40 WET STEEL

25.00 26.11

1.00 1.049 120

22.40 22.40 8.32

0.16055 2E 0

3.20 4.00 7.20

1.156 -0.043 1.113

2 57

4.48 7.90 22.44 0.00 8.00 0.00 SCHED 40 WET STEEL

25.09 26.21

1.00 1.049 120

22.44 22.44 8.33

0.16108 2E 0

3.20 4.00 7.20

1.160 -0.043 1.117

56 57

0.00 8.00 0.00 0.00 8.00 0.00 SCHED 40 WET STEEL

26.11 26.21

2.00 2.067 120

0.00 22.40 2.14

0.00590 T 0

5.75 10.00 15.75

0.093 0.000 0.093

3 58

4.48 7.90 22.58 0.00 8.00 0.00 SCHED 40 WET STEEL

25.40 26.53

1.00 1.049 120

22.58 22.58 8.38

0.16290 2E 0

3.20 4.00 7.20

1.173 -0.043 1.130

57 58

0.00 8.00 0.00 0.00 8.00 0.00 SCHED 40 WET STEEL

26.21 26.53

2.00 2.067 120

0.00 44.84 4.29

0.02132 T 0

5.00 10.00 15.00

0.320 0.000 0.320

4 59

4.48 7.90 22.86 0.00 8.00 0.00 SCHED 40 WET STEEL

26.05 27.21

1.00 1.049 120

22.86 22.86 8.49

0.16677 2E 0

3.20 4.00 7.20

1.201 -0.043 1.157

58 59

0.00 8.00 0.00 0.00 8.00 0.00 SCHED 40 WET STEEL

26.53 27.21

2.00 2.067 120

0.00 67.42 6.45

0.04533 T 0

5.00 10.00 15.00

0.680 0.000 0.680

5 60

4.48 7.90 23.34 0.00 8.00 0.00 SCHED 40 WET STEEL

27.14 28.34

1.00 1.049 120

23.34 23.34 8.66

0.17322 2E 0

3.20 4.00 7.20

1.247 -0.043 1.204

59 60

0.00 8.00 0.00 0.00 8.00 0.00 SCHED 40 WET STEEL

27.21 28.34

2.00 2.067 120

0.00 90.28 8.63

0.07782 T 0

4.60 10.00 14.60

1.136 0.000 1.136

6 61

4.48 5.00 25.16 0.00 10.00 0.00 SCHED 40 WET STEEL

31.54 31.46

1.00 1.049 120

25.16 25.16 9.34

0.19906 2E 0

6.50 4.00 10.50

2.090 -2.165 -0.075

60 61

0.00 8.00 0.00 0.00 10.00 0.00 SCHED 40 WET STEEL

28.34 31.46

2.00 2.067 120

0.00 113.62 10.86

0.11907 3ET 0

8.50 25.00 33.50

3.989 -0.866 3.123

7 62

4.48 9.00 25.92 0.00 10.30 0.00 SCHED 40 WET STEEL

33.47 34.38

1.00 1.049 120

25.92 25.92 9.62

0.21031 2E 0

3.00 4.00 7.00

1.472 -0.563 0.909

C:\ ...\Z14 Reactors & Exchangers - Train A-latest.fiw

33 of 342

Tuesday, January 15, 2019, 8:27 AM

Fire - Fire Sprinkler Hydraulics Calculation Program Jacobs ZATE Al-Khobar, 31952

Elite Software Development, Inc. UPGRADE HYDROPROCESSING INTEGRITY-RR Page 26

Fire Sprinkler Output Data Overall Pipe Output Data (cont'd) Beg. End. Node

Nodal KFactor (K)

Elevation (feet)

Spk/Hose Discharge (gpm)

Residual Nom. Dia. Pressure Inside Dia. (psi) C-Value

q (gpm) Q (gpm) Velocity (fps)

F. L./ft (psi/ft) Fittings Type-Grp

Pipe-Len. Fit-Len. Tot-Len. (ft)

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

8 63

4.48 9.00 25.97 0.00 10.30 0.00 SCHED 40 WET STEEL

33.61 34.52

1.00 1.049 120

25.97 25.97 9.64

0.21109 2E 0

3.00 4.00 7.00

1.478 -0.563 0.915

62 63

0.00 10.30 0.00 0.00 10.30 0.00 SCHED 40 WET STEEL

34.38 34.52

2.00 2.067 120

0.00 25.92 2.48

0.00773 T 0

8.00 10.00 18.00

0.139 0.000 0.139

9 64

4.48 9.00 26.39 0.00 10.30 0.00 SCHED 40 WET STEEL

34.69 35.65

1.00 1.049 120

26.39 26.39 9.80

0.21740 2E 0

3.00 4.00 7.00

1.522 -0.563 0.959

63 64

0.00 10.30 0.00 0.00 10.30 0.00 SCHED 40 WET STEEL

34.52 35.65

2.00 2.067 120

0.00 51.89 4.96

0.02793 4ET 0

10.50 30.00 40.50

1.131 0.000 1.131

10 65

4.48 9.50 25.67 0.00 10.30 0.00 SCHED 40 WET STEEL

32.84 33.94

1.00 1.049 120

25.67 25.67 9.53

0.20662 2E 0

3.00 4.00 7.00

1.446 -0.346 1.100

11 66

4.48 9.50 25.73 0.00 10.30 0.00 SCHED 40 WET STEEL

32.98 34.08

1.00 1.049 120

25.73 25.73 9.55

0.20744 2E 0

3.00 4.00 7.00

1.452 -0.346 1.106

65 66

0.00 10.30 0.00 0.00 10.30 0.00 SCHED 40 WET STEEL

33.94 34.08

2.00 2.067 120

0.00 25.67 2.45

0.00760 T 0

9.25 10.00 19.25

0.146 0.000 0.146

12 67

4.48 9.50 25.90 0.00 10.30 0.00 SCHED 40 WET STEEL

33.42 34.54

1.00 1.049 120

25.90 25.90 9.61

0.20998 2E 0

3.00 4.00 7.00

1.470 -0.346 1.123

66 67

0.00 10.30 0.00 0.00 10.30 0.00 SCHED 40 WET STEEL

34.08 34.54

2.00 2.067 120

0.00 51.40 4.91

0.02744 T 0

6.60 10.00 16.60

0.456 0.000 0.456

13 68

4.48 1.90 26.13 0.00 1.10 0.00 SCHED 40 WET STEEL

34.01 34.79

1.00 1.049 120

26.13 26.13 9.70

0.21346 F 0

1.00 1.00 2.00

0.427 0.346 0.773

14 69

4.48 1.90 26.24 0.00 1.10 0.00 SCHED 40 WET STEEL

34.31 35.08

1.00 1.049 120

26.24 26.24 9.74

0.21516 F 0

1.00 1.00 2.00

0.430 0.346 0.777

68 69

0.00 1.10 0.00 0.00 1.10 0.00 SCHED 40 WET STEEL

34.79 35.08

2.00 2.067 120

0.00 26.13 2.50

0.00785 3ET 0

12.60 25.00 37.60

0.295 0.000 0.295

C:\ ...\Z14 Reactors & Exchangers - Train A-latest.fiw

34 of 342

Tuesday, January 15, 2019, 8:27 AM

Fire - Fire Sprinkler Hydraulics Calculation Program Jacobs ZATE Al-Khobar, 31952

Elite Software Development, Inc. UPGRADE HYDROPROCESSING INTEGRITY-RR Page 27

Fire Sprinkler Output Data Overall Pipe Output Data (cont'd) Beg. End. Node

Nodal KFactor (K)

Elevation (feet)

Spk/Hose Discharge (gpm)

Residual Nom. Dia. Pressure Inside Dia. (psi) C-Value

q (gpm) Q (gpm) Velocity (fps)

F. L./ft (psi/ft) Fittings Type-Grp

Pipe-Len. Fit-Len. Tot-Len. (ft)

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

15 70

4.48 1.90 26.65 0.00 1.10 0.00 SCHED 40 WET STEEL

35.38 36.17

1.00 1.049 120

26.65 26.65 9.89

0.22136 F 0

1.00 1.00 2.00

0.443 0.346 0.789

69 70

0.00 1.10 0.00 0.00 1.10 0.00 SCHED 40 WET STEEL

35.08 36.17

2.00 2.067 120

0.00 52.37 5.01

0.02841 3ET 0

13.12 25.00 38.12

1.083 0.000 1.083

16 71

4.48 6.60 25.60 0.00 6.60 0.00 SCHED 40 WET STEEL

32.67 35.44

1.00 1.049 120

25.60 25.60 9.51

0.20562 2E 0

9.50 4.00 13.50

2.776 0.000 2.776

70 71

0.00 1.10 0.00 0.00 6.60 0.00 SCHED 40 WET STEEL

36.17 35.44

2.00 2.067 120

0.00 79.01 7.55

0.06081 2FET 0

8.25 19.00 27.25

1.657 -2.381 -0.724

17 72

4.48 23.00 23.60 0.00 24.00 0.00 SCHED 40 WET STEEL

27.76 28.96

1.00 1.049 120

23.60 23.60 8.76

0.17690 3E 0

3.20 6.00 9.20

1.627 -0.433 1.194

18 73

4.48 23.00 23.67 0.00 24.00 0.00 SCHED 40 WET STEEL

27.91 29.12

1.00 1.049 120

23.67 23.67 8.79

0.17779 3E 0

3.20 6.00 9.20

1.636 -0.433 1.203

72 73

0.00 24.00 0.00 0.00 24.00 0.00 SCHED 40 WET STEEL

28.96 29.12

2.00 2.067 120

0.00 23.60 2.26

0.00650 2FT 0

10.60 14.00 24.60

0.160 0.000 0.160

19 74

4.48 23.00 23.29 0.00 24.00 0.00 SCHED 40 WET STEEL

27.04 28.02

1.00 1.049 120

23.29 23.29 8.65

0.17262 F2E 0

3.20 5.00 8.20

1.416 -0.433 0.983

20 75

4.48 23.00 23.29 0.00 24.00 0.00 SCHED 40 WET STEEL

27.01 28.17

1.00 1.049 120

23.29 23.29 8.64

0.17249 3E 0

3.20 6.00 9.20

1.587 -0.433 1.154

74 75

0.00 24.00 0.00 0.00 24.00 0.00 SCHED 40 WET STEEL

28.02 28.17

2.00 2.067 120

0.00 23.29 2.23

0.00635 2FT 0

9.40 14.00 23.40

0.149 0.000 0.149

21 76

4.48 23.00 23.47 0.00 24.00 0.00 SCHED 40 WET STEEL

27.44 28.62

1.00 1.049 120

23.47 23.47 8.71

0.17502 3E 0

3.20 6.00 9.20

1.610 -0.433 1.177

75 76

0.00 24.00 0.00 0.00 24.00 0.00 SCHED 40 WET STEEL

28.17 28.62

2.00 2.067 120

0.00 46.58 4.45

0.02287 FT 0

7.75 12.00 19.75

0.452 0.000 0.452

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Fire - Fire Sprinkler Hydraulics Calculation Program Jacobs ZATE Al-Khobar, 31952

Elite Software Development, Inc. UPGRADE HYDROPROCESSING INTEGRITY-RR Page 28

Fire Sprinkler Output Data Overall Pipe Output Data (cont'd) Beg. End. Node

Nodal KFactor (K)

Elevation (feet)

Spk/Hose Discharge (gpm)

Residual Nom. Dia. Pressure Inside Dia. (psi) C-Value

q (gpm) Q (gpm) Velocity (fps)

F. L./ft (psi/ft) Fittings Type-Grp

Pipe-Len. Fit-Len. Tot-Len. (ft)

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

22 77

4.48 17.20 24.19 0.00 18.00 0.00 SCHED 40 WET STEEL

29.15 30.51

1.00 1.049 120

24.19 24.19 8.98

0.18507 3E 0

3.20 6.00 9.20

1.703 -0.346 1.356

23 78

4.48 17.20 24.25 0.00 18.00 0.00 SCHED 40 WET STEEL

29.31 30.67

1.00 1.049 120

24.25 24.25 9.00

0.18600 3E 0

3.20 6.00 9.20

1.711 -0.346 1.365

77 78

0.00 18.00 0.00 0.00 18.00 0.00 SCHED 40 WET STEEL

30.51 30.67

2.00 2.067 120

0.00 24.19 2.31

0.00680 2FT 0

10.60 14.00 24.60

0.167 0.000 0.167

24 79

4.48 17.20 23.87 0.00 18.00 0.00 SCHED 40 WET STEEL

28.40 29.53

1.00 1.049 120

23.87 23.87 8.86

0.18064 F2E 0

3.20 5.00 8.20

1.481 -0.346 1.135

25 80

4.48 17.20 23.86 0.00 18.00 0.00 SCHED 40 WET STEEL

28.38 29.69

1.00 1.049 120

23.86 23.86 8.86

0.18051 3E 0

3.20 6.00 9.20

1.661 -0.346 1.314

79 80

0.00 18.00 0.00 0.00 18.00 0.00 SCHED 40 WET STEEL

29.53 29.69

2.00 2.067 120

0.00 23.87 2.28

0.00664 2FT 0

9.60 14.00 23.60

0.157 0.000 0.157

26 81

4.48 17.20 24.05 0.00 18.00 0.00 SCHED 40 WET STEEL

28.83 30.17

1.00 1.049 120

24.05 24.05 8.93

0.18318 3E 0

3.20 6.00 9.20

1.685 -0.346 1.339

80 81

0.00 18.00 0.00 0.00 18.00 0.00 SCHED 40 WET STEEL

29.69 30.17

2.00 2.067 120

0.00 47.74 4.56

0.02394 FT 0

8.00 12.00 20.00

0.479 0.000 0.479

27 82

4.48 11.50 24.98 0.00 12.00 0.00 SCHED 40 WET STEEL

31.10 32.69

1.00 1.049 120

24.98 24.98 9.27

0.19649 3E 0

3.20 6.00 9.20

1.808 -0.217 1.591

28 83

4.48 11.50 25.11 0.00 12.00 0.00 SCHED 40 WET STEEL

31.41 33.01

1.00 1.049 120

25.11 25.11 9.32

0.19828 3E 0

3.20 6.00 9.20

1.824 -0.217 1.608

82 83

0.00 12.00 0.00 0.00 12.00 0.00 SCHED 40 WET STEEL

32.69 33.01

2.00 2.067 120

0.00 24.98 2.39

0.00722 F4ET 0

12.60 32.00 44.60

0.322 0.000 0.322

29 84

4.48 11.50 24.68 0.00 12.00 0.00 SCHED 40 WET STEEL

30.34 31.70

1.00 1.049 120

24.68 24.68 9.16

0.19203 F2E 0

3.20 5.00 8.20

1.575 -0.217 1.358

C:\ ...\Z14 Reactors & Exchangers - Train A-latest.fiw

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Tuesday, January 15, 2019, 8:27 AM

Fire - Fire Sprinkler Hydraulics Calculation Program Jacobs ZATE Al-Khobar, 31952

Elite Software Development, Inc. UPGRADE HYDROPROCESSING INTEGRITY-RR Page 29

Fire Sprinkler Output Data Overall Pipe Output Data (cont'd) Beg. End. Node

Nodal KFactor (K)

Elevation (feet)

Spk/Hose Discharge (gpm)

Residual Nom. Dia. Pressure Inside Dia. (psi) C-Value

q (gpm) Q (gpm) Velocity (fps)

F. L./ft (psi/ft) Fittings Type-Grp

Pipe-Len. Fit-Len. Tot-Len. (ft)

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

30 85

4.48 11.50 24.72 0.00 12.00 0.00 SCHED 40 WET STEEL

30.45 32.00

1.00 1.049 120

24.72 24.72 9.18

0.19267 3E 0

3.20 6.00 9.20

1.773 -0.217 1.556

84 85

0.00 12.00 0.00 0.00 12.00 0.00 SCHED 40 WET STEEL

31.70 32.00

2.00 2.067 120

0.00 24.68 2.36

0.00706 2F4ET 0

9.50 34.00 43.50

0.307 0.000 0.307

31 86

4.48 11.50 24.92 0.00 12.00 0.00 SCHED 40 WET STEEL

30.94 32.53

1.00 1.049 120

24.92 24.92 9.25

0.19557 3E 0

3.20 6.00 9.20

1.799 -0.217 1.583

85 86

0.00 12.00 0.00 0.00 12.00 0.00 SCHED 40 WET STEEL

32.00 32.53

2.00 2.067 120

0.00 49.40 4.72

0.02550 FT 0

8.50 12.00 20.50

0.523 0.000 0.523

32 87

4.48 16.40 25.55 0.00 16.00 0.00 SCHED 40 WET STEEL

32.53 33.85

1.00 1.049 120

25.55 25.55 9.49

0.20483 3F 0

2.62 3.00 5.62

1.151 0.173 1.324

87 88

0.00 16.00 0.00 0.00 12.00 0.00 SCHED 40 WET STEEL

33.85 35.51

2.00 2.067 120

0.00 24.19 2.31

0.00680 T 0

1.85 10.00 11.85

0.081 -1.732 -1.651

33 88

4.48 21.00 24.19 0.00 12.00 0.00 SCHED 40 WET STEEL

29.15 35.51

1.00 1.049 120

24.19 24.19 8.98

0.18505 3E 0

7.30 6.00 13.30

2.461 3.897 6.358

34 89

4.48 16.40 24.22 0.00 16.00 0.00 SCHED 40 WET STEEL

29.23 31.01

1.00 1.049 120

24.22 24.22 8.99

0.18555 3E 0

2.62 6.00 8.62

1.599 0.173 1.773

35 90

4.48 21.00 23.19 0.00 16.00 0.00 SCHED 40 WET STEEL

26.79 31.09

1.00 1.049 120

23.19 23.19 8.61

0.17115 F2E 0

7.50 5.00 12.50

2.139 2.165 4.304

89 90

0.00 16.00 0.00 0.00 16.00 0.00 SCHED 40 WET STEEL

31.01 31.09

2.00 2.067 120

0.00 24.22 2.32

0.00682 T 0

2.75 10.00 12.75

0.087 0.000 0.087

36 91

4.48 16.40 24.81 0.00 16.00 0.00 SCHED 40 WET STEEL

30.68 31.53

1.00 1.049 120

24.81 24.81 9.21

0.19403 E 0

1.50 2.00 3.50

0.679 0.173 0.852

90 91

0.00 16.00 0.00 0.00 16.00 0.00 SCHED 40 WET STEEL

31.09 31.53

2.00 2.067 120

0.00 47.41 4.53

0.02363 FT 0

6.63 12.00 18.63

0.440 0.000 0.440

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Tuesday, January 15, 2019, 8:27 AM

Fire - Fire Sprinkler Hydraulics Calculation Program Jacobs ZATE Al-Khobar, 31952

Elite Software Development, Inc. UPGRADE HYDROPROCESSING INTEGRITY-RR Page 30

Fire Sprinkler Output Data Overall Pipe Output Data (cont'd) Beg. End. Node

Nodal KFactor (K)

Elevation (feet)

Spk/Hose Discharge (gpm)

Residual Nom. Dia. Pressure Inside Dia. (psi) C-Value

q (gpm) Q (gpm) Velocity (fps)

F. L./ft (psi/ft) Fittings Type-Grp

Pipe-Len. Fit-Len. Tot-Len. (ft)

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

37 92

4.48 16.40 24.95 0.00 16.00 0.00 SCHED 40 WET STEEL

31.00 33.00

1.00 1.049 120

24.95 24.95 9.26

0.19593 3E 0

3.30 6.00 9.30

1.822 0.173 1.995

91 92

0.00 16.00 0.00 0.00 16.00 0.00 SCHED 40 WET STEEL

31.53 33.00

2.00 2.067 120

0.00 72.22 6.91

0.05149 3FT 0

12.50 16.00 28.50

1.468 0.000 1.468

38 93

4.48 11.00 26.36 0.00 12.00 0.00 SCHED 40 WET STEEL

34.63 36.00

1.00 1.049 120

26.36 26.36 9.79

0.21704 F2E 0

3.30 5.00 8.30

1.801 -0.433 1.368

39 94

4.48 11.00 25.69 0.00 12.00 0.00 SCHED 40 WET STEEL

32.88 34.37

1.00 1.049 120

25.69 25.69 9.54

0.20688 3E 0

3.30 6.00 9.30

1.924 -0.433 1.491

40 95

4.48 11.00 25.76 0.00 12.00 0.00 SCHED 40 WET STEEL

33.06 34.56

1.00 1.049 120

25.76 25.76 9.56

0.20794 3E 0

3.30 6.00 9.30

1.934 -0.433 1.501

94 95

0.00 12.00 0.00 0.00 12.00 0.00 SCHED 40 WET STEEL

34.37 34.56

2.00 2.067 120

0.00 25.69 2.46

0.00761 2FT 0

11.20 14.00 25.20

0.192 0.000 0.192

41 96

4.48 11.00 26.00 0.00 12.00 0.00 SCHED 40 WET STEEL

33.68 35.21

1.00 1.049 120

26.00 26.00 9.65

0.21150 3E 0

3.30 6.00 9.30

1.967 -0.433 1.534

95 96

0.00 12.00 0.00 0.00 12.00 0.00 SCHED 40 WET STEEL

34.56 35.21

2.00 2.067 120

0.00 51.45 4.92

0.02749 2FT 0

9.50 14.00 23.50

0.646 0.000 0.646

42 97

4.48 21.00 26.36 0.00 16.40 0.00 SCHED 40 WET STEEL

34.62 39.29

1.00 1.049 120

26.36 26.36 9.79

0.21699 3E 0

6.32 6.00 12.32

2.673 1.992 4.665

97 98

0.00 16.40 0.00 0.00 16.40 0.00 SCHED 40 WET STEEL FBE LINED

39.29 38.20

6.00 6.065

0.00 932.25

0.02667 T

6.00 34.80

1.088 0.000

130

10.35

0

40.80

1.088

43 98

4.48 21.00 25.97 0.00 16.40 0.00 SCHED 40 WET STEEL

33.61 38.20

1.00 1.049 120

25.97 25.97 9.64

0.21109 3E 0

6.32 6.00 12.32

2.601 1.992 4.592

98 129

0.00 16.40 0.00 0.00 16.40 0.00 SCHED 40 WET STEEL FBE LINED

38.20 37.17

6.00 6.065

0.00 906.28

0.02531 T

5.65 34.80

1.024 0.000

130

10.06

0

40.45

1.024

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Tuesday, January 15, 2019, 8:27 AM

Fire - Fire Sprinkler Hydraulics Calculation Program Jacobs ZATE Al-Khobar, 31952

Elite Software Development, Inc. UPGRADE HYDROPROCESSING INTEGRITY-RR Page 31

Fire Sprinkler Output Data Overall Pipe Output Data (cont'd) Beg. End. Node

Nodal KFactor (K)

Elevation (feet)

Spk/Hose Discharge (gpm)

Residual Nom. Dia. Pressure Inside Dia. (psi) C-Value

q (gpm) Q (gpm) Velocity (fps)

F. L./ft (psi/ft) Fittings Type-Grp

Pipe-Len. Fit-Len. Tot-Len. (ft)

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

44 99

4.48 16.40 24.71 0.00 16.00 0.00 SCHED 40 WET STEEL

30.41 32.05

1.00 1.049 120

24.71 24.71 9.17

0.19246 F2E 0

2.62 5.00 7.62

1.467 0.173 1.640

99 100

0.00 16.00 0.00 0.00 16.00 0.00 SCHED 40 WET STEEL

32.05 31.43

2.00 2.067 120

0.00 76.11 7.28

0.05674 T 0

1.00 10.00 11.00

0.624 0.000 0.624

45 100

4.48 21.00 23.27 0.00 16.00 0.00 SCHED 40 WET STEEL

26.97 31.43

1.00 1.049 120

23.27 23.27 8.64

0.17223 3E 0

7.30 6.00 13.30

2.291 2.165 4.456

100 101

0.00 16.00 0.00 0.00 16.00 0.00 SCHED 40 WET STEEL

31.43 30.81

2.00 2.067 120

0.00 52.85 5.05

0.02889 2FT 0

7.50 14.00 21.50

0.621 0.000 0.621

46 101

4.48 16.40 24.14 0.00 16.00 0.00 SCHED 40 WET STEEL

29.04 30.81

1.00 1.049 120

24.14 24.14 8.96

0.18443 3E 0

2.62 6.00 8.62

1.590 0.173 1.763

101 102

0.00 16.00 0.00 0.00 16.00 0.00 SCHED 40 WET STEEL

30.81 30.79

2.00 2.067 120

0.00 28.70 2.74

0.00934 ----0

2.00 0.00 2.00

0.019 0.000 0.019

47 102

4.48 21.00 23.00 0.00 16.00 0.00 SCHED 40 WET STEEL

26.35 30.79

1.00 1.049 120

23.00 23.00 8.54

0.16854 3E 0

7.50 6.00 13.50

2.275 2.165 4.440

102 103

0.00 16.00 0.00 0.00 16.00 0.00 SCHED 40 WET STEEL

30.79 30.78

2.00 2.067 120

5.71 5.71 0.55

0.00047 FT 0

6.50 12.00 18.50

0.009 0.000 0.009

48 103

4.48 16.40 24.51 0.00 16.00 0.00 SCHED 40 WET STEEL

29.94 30.78

1.00 1.049 120

24.51 24.51 9.10

0.18971 E 0

1.50 2.00 3.50

0.664 0.173 0.837

49 104

4.48 21.00 23.06 0.00 16.00 0.00 SCHED 40 WET STEEL

26.49 30.86

1.00 1.049 120

23.06 23.06 8.56

0.16939 3E 0

7.00 6.00 13.00

2.202 2.165 4.367

103 104

0.00 16.00 0.00 0.00 16.00 0.00 SCHED 40 WET STEEL

30.78 30.86

2.00 2.067 120

18.81 18.81 1.80

0.00427 2FT 0

4.75 14.00 18.75

0.080 0.000 0.080

50 105

4.48 21.00 23.19 0.00 16.00 0.00 SCHED 40 WET STEEL

26.80 31.19

1.00 1.049 120

23.19 23.19 8.61

0.17121 3E 0

7.00 6.00 13.00

2.226 2.165 4.391

C:\ ...\Z14 Reactors & Exchangers - Train A-latest.fiw

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Tuesday, January 15, 2019, 8:27 AM

Fire - Fire Sprinkler Hydraulics Calculation Program Jacobs ZATE Al-Khobar, 31952

Elite Software Development, Inc. UPGRADE HYDROPROCESSING INTEGRITY-RR Page 32

Fire Sprinkler Output Data Overall Pipe Output Data (cont'd) Beg. End. Node

Nodal KFactor (K)

Elevation (feet)

Spk/Hose Discharge (gpm)

Residual Nom. Dia. Pressure Inside Dia. (psi) C-Value

q (gpm) Q (gpm) Velocity (fps)

F. L./ft (psi/ft) Fittings Type-Grp

Pipe-Len. Fit-Len. Tot-Len. (ft)

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

104 105

0.00 16.00 0.00 0.00 16.00 0.00 SCHED 40 WET STEEL

30.86 31.19

2.00 2.067 120

0.00 41.87 4.00

0.01878 FT 0

5.65 12.00 17.65

0.331 0.000 0.331

51 106

4.48 16.40 24.57 0.00 16.00 0.00 SCHED 40 WET STEEL

30.08 31.71

1.00 1.049 120

24.57 24.57 9.12

0.19055 F2E 0

2.62 5.00 7.62

1.452 0.173 1.625

105 106

0.00 16.00 0.00 0.00 16.00 0.00 SCHED 40 WET STEEL

31.19 31.71

2.00 2.067 120

0.00 65.06 6.22

0.04244 T 0

2.25 10.00 12.25

0.520 0.000 0.520

52 107

4.48 11.00 25.90 0.00 12.00 0.00 SCHED 40 WET STEEL

33.41 34.72

1.00 1.049 120

25.90 25.90 9.61

0.20998 F2E 0

3.30 5.00 8.30

1.743 -0.433 1.310

107 108

0.00 12.00 0.00 0.00 12.00 0.00 SCHED 40 WET STEEL

34.72 34.50

2.00 2.067 120

0.00 29.89 2.86

0.01007 2FT 0

8.10 14.00 22.10

0.222 0.000 0.222

53 108

4.48 11.00 25.74 0.00 12.00 0.00 SCHED 40 WET STEEL

33.00 34.50

1.00 1.049 120

25.74 25.74 9.55

0.20759 3E 0

3.30 6.00 9.30

1.931 -0.433 1.498

108 109

0.00 12.00 0.00 0.00 12.00 0.00 SCHED 40 WET STEEL

34.50 34.50

2.00 2.067 120

4.15 4.15 0.40

0.00026 2FT 0

8.10 14.00 22.10

0.006 0.000 0.006

54 109

4.48 11.00 25.74 0.00 12.00 0.00 SCHED 40 WET STEEL

33.00 34.50

1.00 1.049 120

25.74 25.74 9.55

0.20756 3E 0

3.30 6.00 9.30

1.930 -0.433 1.497

55 110

4.48 11.00 25.78 0.00 12.00 0.00 SCHED 40 WET STEEL

33.11 34.62

1.00 1.049 120

25.78 25.78 9.57

0.20823 3E 0

3.30 6.00 9.30

1.937 -0.433 1.504

109 110

0.00 12.00 0.00 0.00 12.00 0.00 SCHED 40 WET STEEL

34.50 34.62

2.00 2.067 120

21.58 21.58 2.06

0.00551 2FT 0

8.10 14.00 22.10

0.122 0.000 0.122

61 111

0.00 10.00 0.00 0.00 12.60 0.00 SCHED 40 WET STEEL

31.46 38.96

2.00 2.067 120

0.00 138.78 13.27

0.17240 5ET 0

15.00 35.00 50.00

8.620 -1.126 7.494

111 114

0.00 12.60 0.00 0.00 12.60 0.00 SCHED 40 WET STEEL FBE LINED

38.96 38.45

4.00 4.026

0.00 260.19

0.01850 T

4.50 23.20

0.513 0.000

130

6.56

0

27.70

0.513

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Fire - Fire Sprinkler Hydraulics Calculation Program Jacobs ZATE Al-Khobar, 31952

Elite Software Development, Inc. UPGRADE HYDROPROCESSING INTEGRITY-RR Page 33

Fire Sprinkler Output Data Overall Pipe Output Data (cont'd) Beg. End. Node

Nodal KFactor (K)

Elevation (feet)

Spk/Hose Discharge (gpm)

Residual Nom. Dia. Pressure Inside Dia. (psi) C-Value

q (gpm) Q (gpm) Velocity (fps)

F. L./ft (psi/ft) Fittings Type-Grp

Pipe-Len. Fit-Len. Tot-Len. (ft)

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

67 112

0.00 10.30 0.00 0.00 10.30 0.00 SCHED 40 WET STEEL

34.54 35.24

2.00 2.067 120

0.00 77.30 7.39

0.05838 T 0

2.00 10.00 12.00

0.701 0.000 0.701

71 112

0.00 6.60 0.00 0.00 10.30 0.00 SCHED 40 WET STEEL

35.44 35.24

2.00 2.067 120

0.00 104.62 10.00

0.10221 T 0

3.70 10.00 13.70

1.400 -1.602 -0.202

64 113

0.00 10.30 0.00 0.00 10.30 0.00 SCHED 40 WET STEEL

35.65 36.55

2.00 2.067 120

0.00 78.28 7.48

0.05976 T 0

5.00 10.00 15.00

0.896 0.000 0.896

112 113

0.00 10.30 0.00 0.00 10.30 0.00 SCHED 40 WET STEEL FBE LINED

35.24 36.55

3.00 3.068

0.00 181.91

0.03584 ET

11.00 25.52

1.309 0.000

130

7.89

0

36.52

1.309

0.00 10.30 0.00 0.00 12.60 0.00 SCHED 40 WET STEEL FBE LINED

36.55 38.45

3.00 3.068

0.00 260.19

0.06950 2ET

8.00 33.64

2.894 -0.996

130

11.29

0

41.64

1.898

73 115

0.00 24.00 0.00 0.00 24.00 0.00 SCHED 40 WET STEEL

29.12 29.45

2.00 2.067 120

0.00 47.27 4.52

0.02351 T 0

4.10 10.00 14.10

0.331 0.000 0.331

76 115

0.00 24.00 0.00 0.00 24.00 0.00 SCHED 40 WET STEEL

28.62 29.45

2.00 2.067 120

0.00 70.05 6.70

0.04866 FT 0

5.00 12.00 17.00

0.827 0.000 0.827

78 116

0.00 18.00 0.00 0.00 18.00 0.00 SCHED 40 WET STEEL

30.67 31.02

2.00 2.067 120

0.00 48.44 4.63

0.02459 T 0

4.10 10.00 14.10

0.347 0.000 0.347

81 116

0.00 18.00 0.00 0.00 18.00 0.00 SCHED 40 WET STEEL

30.17 31.02

2.00 2.067 120

0.00 71.79 6.86

0.05093 FT 0

4.75 12.00 16.75

0.853 0.000 0.853

83 117

0.00 12.00 0.00 0.00 12.00 0.00 SCHED 40 WET STEEL

33.01 33.43

2.00 2.067 120

0.00 50.09 4.79

0.02617 FT 0

4.10 12.00 16.10

0.421 0.000 0.421

86 117

0.00 12.00 0.00 0.00 12.00 0.00 SCHED 40 WET STEEL

32.53 33.43

2.00 2.067 120

0.00 74.32 7.11

0.05429 FT 0

4.75 12.00 16.75

0.909 0.000 0.909

87 118

0.00 16.00 0.00 0.00 16.00 0.00 SCHED 40 WET STEEL

33.85 34.32

2.00 2.067 120

0.00 49.74 4.76

0.02583 FT 0

6.10 12.00 18.10

0.467 0.000 0.467

113 114

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Tuesday, January 15, 2019, 8:27 AM

Fire - Fire Sprinkler Hydraulics Calculation Program Jacobs ZATE Al-Khobar, 31952

Elite Software Development, Inc. UPGRADE HYDROPROCESSING INTEGRITY-RR Page 34

Fire Sprinkler Output Data Overall Pipe Output Data (cont'd) Beg. End. Node

Nodal KFactor (K)

Elevation (feet)

Spk/Hose Discharge (gpm)

Residual Nom. Dia. Pressure Inside Dia. (psi) C-Value

q (gpm) Q (gpm) Velocity (fps)

F. L./ft (psi/ft) Fittings Type-Grp

Pipe-Len. Fit-Len. Tot-Len. (ft)

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

92 118

0.00 16.00 0.00 0.00 16.00 0.00 SCHED 40 WET STEEL

33.00 34.32

2.00 2.067 120

0.00 97.17 9.29

0.08916 FT 0

2.82 12.00 14.82

1.321 0.000 1.321

93 119

0.00 12.00 0.00 0.00 12.00 0.00 SCHED 40 WET STEEL

36.00 36.14

2.00 2.067 120

0.00 26.36 2.52

0.00798 FT 0

5.60 12.00 17.60

0.140 0.000 0.140

96 119

0.00 12.00 0.00 0.00 12.00 0.00 SCHED 40 WET STEEL

35.21 36.14

2.00 2.067 120

0.00 77.45 7.40

0.05860 FT 0

3.85 12.00 15.85

0.929 0.000 0.929

99 120

0.00 16.00 0.00 0.00 16.00 0.00 SCHED 40 WET STEEL

32.05 32.84

2.00 2.067 120

0.00 100.82 9.64

0.09545 F 0

6.25 2.00 8.25

0.787 0.000 0.787

106 120

0.00 16.00 0.00 0.00 16.00 0.00 SCHED 40 WET STEEL

31.71 32.84

2.00 2.067 120

0.00 89.63 8.57

0.07678 FT 0

2.70 12.00 14.70

1.129 0.000 1.129

107 121

0.00 12.00 0.00 0.00 12.00 0.00 SCHED 40 WET STEEL

34.72 34.97

2.00 2.067 120

0.00 55.78 5.33

0.03193 F 0

5.75 2.00 7.75

0.247 0.000 0.247

110 121

0.00 12.00 0.00 0.00 12.00 0.00 SCHED 40 WET STEEL

34.62 34.97

2.00 2.067 120

0.00 47.36 4.53

0.02359 FT 0

3.00 12.00 15.00

0.354 0.000 0.354

111 122

0.00 12.60 0.00 0.00 25.00 0.00 SCHED 40 WET STEEL FBE LINED

38.96 37.79

4.00 4.026

0.00 398.97

0.04080 3ET

45.00 58.00

4.203 -5.369

130

10.06

0

103.00

-1.166

0.00 18.00 0.00 0.00 18.00 0.00 SCHED 40 WET STEEL FBE LINED

31.02 31.34

3.00 3.068

0.00 120.23

0.01666 T

1.50 17.40

0.315 0.000

130

5.22

0

18.90

0.315

0.00 12.00 0.00 0.00 18.00 0.00 SCHED 40 WET STEEL FBE LINED

33.43 31.34

3.00 3.068

0.00 124.41

0.01775 FT

7.25 20.90

0.500 -2.598

130

5.40

0

28.15

-2.098

0.00 24.00 0.00 0.00 19.00 0.00 SCHED 40 WET STEEL FBE LINED

29.45 32.04

3.00 3.068

0.00 117.32

0.01592 FT

6.22 20.90

0.432 2.165

130

5.09

0

27.12

2.597

116 123

117 123

115 124

C:\ ...\Z14 Reactors & Exchangers - Train A-latest.fiw

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Tuesday, January 15, 2019, 8:27 AM

Fire - Fire Sprinkler Hydraulics Calculation Program Jacobs ZATE Al-Khobar, 31952

Elite Software Development, Inc. UPGRADE HYDROPROCESSING INTEGRITY-RR Page 35

Fire Sprinkler Output Data Overall Pipe Output Data (cont'd) Beg. End. Node 123 124

124 125

118 126

119 126

120 127

121 127

126 128

127 128

125 129

128 129

Nodal KFactor (K)

Elevation (feet)

Spk/Hose Discharge (gpm)

q (gpm) Q (gpm) Velocity (fps)

F. L./ft (psi/ft) Fittings Type-Grp

Pipe-Len. Fit-Len. Tot-Len. (ft)

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

3.00 3.068

0.00 244.64

0.06201 T

1.00 17.40

1.141 -0.433

130

10.62

0

18.40

0.708

3.00 3.068

0.00 361.96

0.12801 ET

4.10 25.52

3.792 1.126

130

15.71

0

29.62

4.917

3.00 3.068

0.00 146.91

0.02414 T

3.50 17.40

0.504 0.000

130

6.38

0

20.90

0.504

3.00 3.068

0.00 103.81

0.01270 ET

7.50 25.52

0.419 -1.732

130

4.51

0

33.02

-1.313

3.00 3.068

0.00 190.45

0.03902 T

3.50 17.40

0.815 0.000

130

8.27

0

20.90

0.815

3.00 3.068

0.00 103.15

0.01255 ET

7.50 25.52

0.414 -1.732

130

4.48

0

33.02

-1.318

3.00 3.068

0.00 250.72

0.06489 ET

7.60 25.52

2.149 -1.386

130

10.88

0

33.12

0.764

3.00 3.068

0.00 293.60

0.08690 ET

12.70 25.52

3.321 -1.386

130

12.74

0

38.22

1.936

6.00 6.065

0.00 361.96

0.00463 T

11.10 34.80

0.213 0.000

130

4.02

0

45.90

0.213

6.00 6.065

0.00 544.31

0.00986 T

3.00 34.80

0.373 1.212

130

6.04

0

37.80

1.585

Residual Nom. Dia. Pressure Inside Dia. (psi) C-Value

0.00 18.00 0.00 0.00 19.00 0.00 SCHED 40 WET STEEL FBE LINED

31.34 32.04

0.00 19.00 0.00 0.00 16.40 0.00 SCHED 40 WET STEEL FBE LINED

32.04 36.96

0.00 16.00 0.00 0.00 16.00 0.00 SCHED 40 WET STEEL FBE LINED

34.32 34.83

0.00 12.00 0.00 0.00 16.00 0.00 SCHED 40 WET STEEL FBE LINED

36.14 34.83

0.00 16.00 0.00 0.00 16.00 0.00 SCHED 40 WET STEEL FBE LINED

32.84 33.65

0.00 12.00 0.00 0.00 16.00 0.00 SCHED 40 WET STEEL FBE LINED

34.97 33.65

0.00 16.00 0.00 0.00 19.20 0.00 SCHED 40 WET STEEL FBE LINED

34.83 35.59

0.00 16.00 0.00 0.00 19.20 0.00 SCHED 40 WET STEEL FBE LINED

33.65 35.59

0.00 16.40 0.00 0.00 16.40 0.00 SCHED 40 WET STEEL FBE LINED

36.96 37.17

0.00 19.20 0.00 0.00 16.40 0.00 SCHED 40 WET STEEL FBE LINED

35.59 37.17

C:\ ...\Z14 Reactors & Exchangers - Train A-latest.fiw

43 of 342

Tuesday, January 15, 2019, 8:27 AM

Fire - Fire Sprinkler Hydraulics Calculation Program Jacobs ZATE Al-Khobar, 31952

Elite Software Development, Inc. UPGRADE HYDROPROCESSING INTEGRITY-RR Page 36

Fire Sprinkler Output Data Overall Pipe Output Data (cont'd) Beg. End. Node 97 130

122 130

130 131

131 132

Nodal KFactor (K)

Elevation (feet)

Spk/Hose Discharge (gpm)

q (gpm) Q (gpm) Velocity (fps)

F. L./ft (psi/ft) Fittings Type-Grp

Pipe-Len. Fit-Len. Tot-Len. (ft)

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

6.00 6.065

0.00 958.61

0.02808 2F4ET

76.00 116.00

5.391 -3.724

130

10.65

0

192.00

1.668

4.00 4.026

0.00 398.97

0.04080 2FT

45.00 32.48

3.162 0.000

130

10.06

0

77.48

3.162

6.00 6.065

0.00 1357.58

0.05346 8ETGC

231.00 205.34

23.326 10.825

130

15.08

0

436.34

34.151

6.00 6.065

0.00 1357.58

0.05346 E

10.00 16.20

1.401 1.429

130

15.08

0

26.20

2.829

Residual Nom. Dia. Pressure Inside Dia. (psi) C-Value

0.00 16.40 0.00 0.00 25.00 0.00 SCHED 40 WET STEEL FBE LINED

39.29 40.95

0.00 25.00 0.00 0.00 25.00 0.00 SCHED 40 WET STEEL FBE LINED

37.79 40.95

0.00 25.00 0.00 0.00 0.00 0.00 SCHED 40 WET STEEL FBE LINED

40.95 75.10

0.00 0.00 0.00 0.00 -3.30 0.00 SCHED 40 WET STEEL CEMENT LINE

75.10 77.93

Fitting Legend: F = 45 Degree Elbow, E = 90 Degree Elbow, L = Long Turn Elbow, T = Tee or Cross, B = Butterfly Valve, G = Gate Valve, C = Check Valve

C:\ ...\Z14 Reactors & Exchangers - Train A-latest.fiw

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Tuesday, January 15, 2019, 8:27 AM

Fire - Fire Sprinkler Hydraulics Calculation Program Jacobs ZATE Al-Khobar, 31952

Elite Software Development, Inc. UPGRADE HYDROPROCESSING INTEGRITY-RR Page 37

Fire Sprinkler Output Data Overall Sprinkler Output Data Flowing Sprinkler Node No.

Area Group Code

Sprinkler KFactor (K)

Sprinkler Elevation (feet)

Flowing Density (gpm/ft²)

Sprinkler Discharge (gpm)

1 Sub Totals For Non-Group

4.48

7.90

25.00

76.00 76.00

0.295 0.295

22.40 22.40

2 Sub Totals For Non-Group

4.48

7.90

25.09

76.00 76.00

0.295 0.295

22.44 22.44

3 Sub Totals For Non-Group

4.48

7.90

25.40

76.00 76.00

0.297 0.297

22.58 22.58

4 Sub Totals For Non-Group

4.48

7.90

26.05

76.00 76.00

0.301 0.301

22.86 22.86

5 Sub Totals For Non-Group

4.48

7.90

27.14

76.00 76.00

0.307 0.307

23.34 23.34

6 Sub Totals For Non-Group

4.48

5.00

31.54

76.00 76.00

0.331 0.331

25.16 25.16

7 Sub Totals For Non-Group

4.48

9.00

33.47

76.00 76.00

0.341 0.341

25.92 25.92

8 Sub Totals For Non-Group

4.48

9.00

33.61

76.00 76.00

0.342 0.342

25.97 25.97

9 Sub Totals For Non-Group

4.48

9.00

34.69

76.00 76.00

0.347 0.347

26.39 26.39

10 Sub Totals For Non-Group

4.48

9.50

32.84

76.00 76.00

0.338 0.338

25.67 25.67

11 Sub Totals For Non-Group

4.48

9.50

32.98

76.00 76.00

0.339 0.339

25.73 25.73

12 Sub Totals For Non-Group

4.48

9.50

33.42

76.00 76.00

0.341 0.341

25.90 25.90

13 Sub Totals For Non-Group

4.48

1.90

34.01

76.00 76.00

0.344 0.344

26.13 26.13

14 Sub Totals For Non-Group

4.48

1.90

34.31

76.00 76.00

0.345 0.345

26.24 26.24

15 Sub Totals For Non-Group

4.48

1.90

35.38

76.00 76.00

0.351 0.351

26.65 26.65

16 Sub Totals For Non-Group

4.48

6.60

32.67

76.00 76.00

0.337 0.337

25.60 25.60

17 Sub Totals For Non-Group

4.48

23.00

27.76

76.00 76.00

0.311 0.311

23.60 23.60

C:\ ...\Z14 Reactors & Exchangers - Train A-latest.fiw

Residual Flowing Area Pressure (ft²) (psi)

45 of 342

Tuesday, January 15, 2019, 8:27 AM

Fire - Fire Sprinkler Hydraulics Calculation Program Jacobs ZATE Al-Khobar, 31952

Elite Software Development, Inc. UPGRADE HYDROPROCESSING INTEGRITY-RR Page 38

Fire Sprinkler Output Data Overall Sprinkler Output Data (cont'd) Flowing Area Group Sprinkler Code Node No. 18 Sub Totals For Non-Group

4.48

Sprinkler Elevation (feet) 23.00

19 Sub Totals For Non-Group

4.48

23.00

27.04

76.00 76.00

0.307 0.307

23.29 23.29

20 Sub Totals For Non-Group

4.48

23.00

27.01

76.00 76.00

0.306 0.306

23.29 23.29

21 Sub Totals For Non-Group

4.48

23.00

27.44

76.00 76.00

0.309 0.309

23.47 23.47

22 Sub Totals For Non-Group

4.48

17.20

29.15

76.00 76.00

0.318 0.318

24.19 24.19

23 Sub Totals For Non-Group

4.48

17.20

29.31

76.00 76.00

0.319 0.319

24.25 24.25

24 Sub Totals For Non-Group

4.48

17.20

28.40

76.00 76.00

0.314 0.314

23.87 23.87

25 Sub Totals For Non-Group

4.48

17.20

28.38

76.00 76.00

0.314 0.314

23.86 23.86

26 Sub Totals For Non-Group

4.48

17.20

28.83

76.00 76.00

0.317 0.317

24.05 24.05

27 Sub Totals For Non-Group

4.48

11.50

31.10

76.00 76.00

0.329 0.329

24.98 24.98

28 Sub Totals For Non-Group

4.48

11.50

31.41

76.00 76.00

0.330 0.330

25.11 25.11

29 Sub Totals For Non-Group

4.48

11.50

30.34

76.00 76.00

0.325 0.325

24.68 24.68

30 Sub Totals For Non-Group

4.48

11.50

30.45

76.00 76.00

0.325 0.325

24.72 24.72

31 Sub Totals For Non-Group

4.48

11.50

30.94

76.00 76.00

0.328 0.328

24.92 24.92

32 Sub Totals For Non-Group

4.48

16.40

32.53

76.00 76.00

0.336 0.336

25.55 25.55

33 Sub Totals For Non-Group

4.48

21.00

29.15

76.00 76.00

0.318 0.318

24.19 24.19

34 Sub Totals For Non-Group

4.48

16.40

29.23

76.00 76.00

0.319 0.319

24.22 24.22

4.48

21.00

26.79

76.00

0.305

23.19

35

Sprinkler KFactor (K)

C:\ ...\Z14 Reactors & Exchangers - Train A-latest.fiw

Residual Flowing Area Pressure (ft²) (psi) 27.91 76.00 76.00

46 of 342

Flowing Density (gpm/ft²) 0.311 0.311

Sprinkler Discharge (gpm) 23.67 23.67

Tuesday, January 15, 2019, 8:27 AM

Fire - Fire Sprinkler Hydraulics Calculation Program Jacobs ZATE Al-Khobar, 31952

Elite Software Development, Inc. UPGRADE HYDROPROCESSING INTEGRITY-RR Page 39

Fire Sprinkler Output Data Overall Sprinkler Output Data (cont'd) Flowing Area Group Sprinkler Code Node No. Sub Totals For Non-Group

Sprinkler KFactor (K)

Sprinkler Elevation (feet)

Flowing Density (gpm/ft²) 0.305

Sprinkler Discharge (gpm) 23.19

36 Sub Totals For Non-Group

4.48

16.40

30.68

76.00 76.00

0.327 0.327

24.81 24.81

37 Sub Totals For Non-Group

4.48

16.40

31.00

76.00 76.00

0.328 0.328

24.95 24.95

38 Sub Totals For Non-Group

4.48

11.00

34.63

76.00 76.00

0.347 0.347

26.36 26.36

39 Sub Totals For Non-Group

4.48

11.00

32.88

76.00 76.00

0.338 0.338

25.69 25.69

40 Sub Totals For Non-Group

4.48

11.00

33.06

76.00 76.00

0.339 0.339

25.76 25.76

41 Sub Totals For Non-Group

4.48

11.00

33.68

76.00 76.00

0.342 0.342

26.00 26.00

42 Sub Totals For Non-Group

4.48

21.00

34.62

76.00 76.00

0.347 0.347

26.36 26.36

43 Sub Totals For Non-Group

4.48

21.00

33.61

76.00 76.00

0.342 0.342

25.97 25.97

44 Sub Totals For Non-Group

4.48

16.40

30.41

76.00 76.00

0.325 0.325

24.71 24.71

45 Sub Totals For Non-Group

4.48

21.00

26.97

76.00 76.00

0.306 0.306

23.27 23.27

46 Sub Totals For Non-Group

4.48

16.40

29.04

76.00 76.00

0.318 0.318

24.14 24.14

47 Sub Totals For Non-Group

4.48

21.00

26.35

76.00 76.00

0.303 0.303

23.00 23.00

48 Sub Totals For Non-Group

4.48

16.40

29.94

76.00 76.00

0.323 0.323

24.51 24.51

49 Sub Totals For Non-Group

4.48

21.00

26.49

76.00 76.00

0.303 0.303

23.06 23.06

50 Sub Totals For Non-Group

4.48

21.00

26.80

76.00 76.00

0.305 0.305

23.19 23.19

51 Sub Totals For Non-Group

4.48

16.40

30.08

76.00 76.00

0.323 0.323

24.57 24.57

52 Sub Totals For Non-Group

4.48

11.00

33.41

76.00 76.00

0.341 0.341

25.90 25.90

C:\ ...\Z14 Reactors & Exchangers - Train A-latest.fiw

Residual Flowing Area Pressure (ft²) (psi) 76.00

47 of 342

Tuesday, January 15, 2019, 8:27 AM

Fire - Fire Sprinkler Hydraulics Calculation Program Jacobs ZATE Al-Khobar, 31952

Elite Software Development, Inc. UPGRADE HYDROPROCESSING INTEGRITY-RR Page 40

Fire Sprinkler Output Data Overall Sprinkler Output Data (cont'd) Flowing Sprinkler Node No.

Area Group Code

Sprinkler KFactor (K)

Sprinkler Elevation (feet)

Residual Flowing Area Pressure (ft²) (psi)

Flowing Density (gpm/ft²)

Sprinkler Discharge (gpm)

53 Sub Totals For Non-Group

4.48

11.00

33.00

76.00 76.00

0.339 0.339

25.74 25.74

54 Sub Totals For Non-Group

4.48

11.00

33.00

76.00 76.00

0.339 0.339

25.74 25.74

55 Sub Totals For Non-Group

4.48

11.00

33.11

76.00 76.00

0.339 0.339

25.78 25.78

4180.00

0.325

1357.58

Totals For All Groups

C:\ ...\Z14 Reactors & Exchangers - Train A-latest.fiw

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Tuesday, January 15, 2019, 8:27 AM

Fire - Fire Sprinkler Hydraulics Calculation Program Jacobs ZATE Al-Khobar, 31952

Elite Software Development, Inc. UPGRADE HYDROPROCESSING INTEGRITY-RR Page 41

Fire Sprinkler Output Summary Hydraulically Most Demanding Sprinkler Node HMD Sprinkler Node Number: HMD Actual Residual Pressure: HMD Actual GPM:

1 25.00 psi 22.40 gpm

Sprinkler Summary Sprinkler System Type: Specified Area Of Application: Adjusted Area Of Application: Minimum Desired Density: Application Average Density: Application Adjusted Density (not required by NFPA 13): Application Average Area Per Sprinkler: Adjusted Area Per Sprinkler (not required by NFPA 13): Sprinkler Flow: Average Sprinkler Flow:

Dry 2386.00 3101.80 0.250 0.569 0.438 43.38 56.40 1357.58 24.68

ft² ft² gpm/ft² gpm/ft² gpm/ft² ft² ft² gpm gpm

Flow Velocity And Imbalance Summary Maximum Flow Velocity ( In Pipe 124 - 125 ) Maximum Velocity Pressure ( In Pipe 124 - 125 ) Allowable Maximum Nodal Pressure Imbalance: Actual Maximum Nodal Pressure Imbalance: Actual Average Nodal Pressure Imbalance: Actual Maximum Nodal Flow Imbalance: Actual Average Nodal Flow Imbalance:

15.71 ft/sec 1.66 psi 0.0000 0.0000 0.0000 0.0000 0.0000

psi psi psi gpm gpm

Overall Network Summary Number Of Unique Pipe Sections: Number Of Flowing Sprinklers: Pipe System Water Volume: Sprinkler Flow: Non-Sprinkler Flow: Minimum Required Residual Pressure At System Inflow Node: Demand Flow At System Inflow Node:

C:\ ...\Z14 Reactors & Exchangers - Train A-latest.fiw

133 55 681.87 gal 1357.58 gpm 0.00 gpm 77.93 psi 1357.58 gpm

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Tuesday, January 15, 2019, 8:27 AM

Fire - Fire Sprinkler Hydraulics Calculation Program Jacobs ZATE Al-Khobar, 31952

Elite Software Development, Inc. UPGRADE HYDROPROCESSING INTEGRITY-RR Page 42

Fire Sprinkler Output Data Hydraulic Supply/Demand Graph

200 180

Pressure psi

160 152 140 120

100

100 80 60

40

40 20 0 20 40

60

80

100

120

140

160

180

200

Flowrate(x100) gpm

Supply Curve Data Static Pressure: 152 psi Test Residual Pressure: 100 psi Test Flow Rate: 13184 gpm

Demand Curve Data Calculated Residual Pressure: 77.93 psi Calculated Flow Rate: 1357.58 gpm Excess Available Residual Pressure At Calculated Flow: 73.29 psi Pressure Required For First Sprinkler Downstream From Inflow Node To Flow: 10.52 psi

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Tuesday, January 15, 2019, 8:27 AM

350

173

2

0

19

2

1" NPD

1" NPD

220

EL. 7156 151

363

340

2073

17

74 171

115 537

2

2 2 5

15 0

2" NPD

3"x2"

2" NPD

21

885

3"x2"

3 2 1

220

56

NP D 45 4

18

0 0 5

1 2 3

1

240

3"

16 0 0

1" NPD

700

0 0 5

240

73 970

6 9 14

1" NPD

76

EL. 6979

20

1" NPD

1" NPD

8

6

2

1748

75

1" NPD

Z14-V-5A

7

0

72

1441

3" NPD

220

E L .7 15 6

57

15 0 0

220

24

2

EL. 5406 475

340

220

151

1918

22

1" NPD

350

0

173

1" NPD

0 0 5

2

2

1" NPD

3 " N P D

240

124

58

79

15 0 0

171

10

0

4

1748

3

240

0 0 5

80

1" NPD

Z14-V-5A

3

1" NPD

8

2

77

220

EL. 5229

25

1" NPD

1" NPD

81

59

Z14-E-7

0 2 6 .2 L E

14 0 0

6 9 13

0 0 5

4

4 6 6

26

1026

3"x2"

650 220

45 3" 4 NP D 309

60

E L .5 7 15

1 2 3 3" NPD

3" NPD

123

6 5 0

3 2 1

23

7 5 0

E L .5 4 0 6

5

E L .2 3 8 0

3" NPD

0 3 2 .3 L E

0 0 5

61

0 0 2 200

1750

0 3 0 .3 L E

2 " N P D

E L .2 4 0 0

766

537

0 2 4

2" NPD

3"x2"

2" NPD

240

116 700

1" NPD

78 970

2 8 3

2 5 0 0 6 7

350

4

4407 1130

370

17 4 1

724

3" NPD

0

1" N P 17 D 3

0 0 9

0 8 2 .1 L E

3 5 0

237

D P N " 6 3 2 17

1" NPD

2 " N P D

204

394

0 2 2

2 22

1054

874

0 0 7 D P N " 2

8 4 10

" x2 " 3

0 3 .3 L E

" x2 " 3

1591

4 0 7

120

17 1" 3 NP D

4

49 220

106

220

5 2 11

51

683

277

202

489

11 2 5

0 2 2

Z14-V-4B

40

2 9 9 .4 L E

9

101

220

3

410

506

1256

202

10 2 9

99

2" NPD

97

70

239

100 6 3 14

46

719

237

127 1210

2" NPD

44

202

1" NPD

330

2" NPD

202

202 1357

2" NPD

0 0 10

220

3" NPD

970

2" NPD

6 3 14

95

220

0 9 7 .4 L E

2" x1 "

222

2 " x1 "

1" NPD

277

2" NPD

D P N " 6 3 9 17

5

3 3 0

15

620

204

41 202

39

0 2 2

0 5 3 .6 L E

55 1

325

6 2 2 4

15

50 2" x1 "

451

2" x1 "

E L .6 3 5 0 22 0

1" NPD

1" NPD

719

EL. 3300

47

220

42

96

94

11 2 5

950

220

1027

719

45 98

Z14-V-4A

8 7 5 0 0 10

277

4 5 0

640

69

0 2 2

202

2" NPD

" x2 " 3

119

3" NPD

202

0 2 2

2 " x1 "

" x2 " 3

970

2" x1 "

105

202

1" NPD

16 6 8 17 11

1210

2" NPD

0 2 2 313

345

48

102

0 8 13

17 1

5 7 2 2" NPD

103

104

998

4 3 5 .3 L E

394

52

8 4 D 10 P N " 3

2

2

0

173

1" NPD

220

2" NPD 509

719

10 2 9

107

" x2 " 3

" x2 " 3

6 3 14

4 0 7

509

121

1" NPD

1" NPD

508

Z14-V-4B

110

108

EL. 3300

53

3337

8 0 5 0

55 508

509

4

9

8

3 5 2

2 5 3

E L .4 9 4 7

14 3 6

6 3 14

109 2" NPD 508

6 " N P 6 D 8 7 5

509

1" NPD

5 9 4 2

54

D P N " 0 4 5 6 7

6" NPD

782

E L .8 2 8 4

6 " x4 "

130 D P N " 0 6 0 10 4

1378

2 0 5 .7 L E

6 " N P 6 D 8 7 5 6 " N P 10 D 8 0 0

0 5 17

E L .5 0 5 5 4171

6 " N P 3 D 2 0 0

D V

A /G U /G

WATER SPRAY PIPING HYDRAULICS NODE DIAGRAM-Z14, AREA D, TRAIN-A Z14-V-4A/4B, 5A, E-6A & E-7

E L .8 8 4

131 987

1069

E L .6 12 4

884

173

9 8 5

719

350

D P N " 6 0 7 0 2

E L .9 8 7 5 8 5

-A N I A R T

TIE-IN

132

8 0 0 16 " N P D

-B N I A R D T P N " 6

5 8 5

TIE-IN

E L .9 8 7

51 of 342

759

122

4 15

5

719

326

93

9 2 5

0 0 0 .2 L E

9

1" NPD

2 2 0 2 " x1 "

0 3 3

38

2" NPD

1" NPD

16

4

220

129

E L .6 3 5 0 22 0

8 4 D 10 P N " 3

2 0 5 .7 L E

3 " N P D

14 43

1" NPD

12 9 2 5

998

14 3 6

0 0 4 2

71

E L .5 8 4 4

E L .8 2 6 1

112

2 " N P D

68

2" NPD

91

E L .3 8 5 4

4" NPD

220

7 4 17

17 1

0 13 .3 L E

113

5 5 5

0 0 10

0 2 5 .3 L E

0 4

Z14-E-6A

450

1" NPD

11 7 5 0 0 6

2" NPD

897

36

202

1" NPD

246

5 14

0 3 .3 L E

3 " N P 2 D 8 10

443

15 7 7

450

1" NPD

37 6" NPD

0 2 2

450

1" NPD

0 2 2

0 0 2

67

7 6 .5 L E

5 9 0 7

9 14 8 0 2 " N P D

64

1029

90

154

17

1" NPD

2 0 0 0

237

128

2 9 9 .4 L E

11

D P N " 6 1 6 7

1" NPD

410

17 1" 3 NP D

4

Z14-V-4A 489

9

92

3 4 0

0 0 5

220

E L .3 6 5 6

2 " x1 "

2 2 0

2 5 3 3

2 " N P 14 D 0 0

246

13 " x3 " 6

6

111

0 0 5

66 31

1 2 3

220

0 5 14

2 " N P D 2 0 0 0

1026

" x3 " 6

3

350

220

45 4 3" NP D

202

1" NPD

118

Z14-E-6A EL. 2900

4 5 8 .3 L E

10

3 2 1

1250

3" NPD

4 5 0

1" NPD

374 1" NPD

0 2 2

2 22 330

2" NPD

1" NPD

" x2 " 3

30 6 9 13

2" NPD

3"x2"

1027

202 1357

2" NPD

5

" x2 " 3

87

E L .1 5 0 0

246

0 2 4

3"x2"

D P N " 2 0 0 9

2 10

0

28 9 8 5

15

2" NPD 537

239

89

117

32 874

EL. 3479

83 620

63

65

114

8 4 10

30

2" NPD

8 2 0

0

0

277

374

3

8 4 D 10 P N " 3

86

712

88 202

11 8

202

0

55 1

E L .3 13 0

0

6

4 .

6

L

3 " N P 12 D 3 5

222

220

E

2" x1 "

451

125

624

3 8 5

15

35

325

34

6

220

220

85

Z14-V-5A

126

33

2" x1 "

9

0 2 2

1352

4 "

N P D 11 5 0

16 5 0 30

3

0 7 7 .4 L E

2" NPD

0 4

4 6 0

62

1

9 3 2

EL. 2750

D P N " 0 6 0 0 2

0

614

0

172

1074

3" NPD

82

171

2 7 2

652

84

D P N " 2 10 14

E L .3 8 5 4

7

1" N P 17 D 3

172

27

272

441

1" N P 17 D 3

2 2

151

7 2 0

7 4 9 .4 L E

454

0

29

0

173

340

E L .3 13 0

5 7 6 .4 L E

0

1" NPD

EL. 3656

30

E L .5 8 4 4

1" NPD

220

0 4 4 3

UPGRADE HYDROPROCESSING INTEGRITY-RR Fire Sprinkler Reports

for

SAUDI ARAMCO Z14-V-4C/D,V-5B/7, Z14-E-6B/15 (XV-5264) RIYADH REFINERY

Prepared By: JACOBS ZATE JACOBS ZATE ALKHOBAR SAUDI ARABIA

JANUARY 2018

52 of 342

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Elite Software Development, Inc. UPGRADE HYDROPROCESSING INTEGRITY-RR Page 2

General Project Data Report General Data Project Title: Designed By: Code Reference: Client Name: Address: Company Name: Company Address: Phone: Building Name: Contact at Building: Address Of Building:

UPGRADE HYDROPROCESSING INTEGRITY-RR JACOBS ZATE NFPA 15, API 2030 & SAES-B-017 Job Number: BI-10-02172-0001 SAUDI ARAMCO Z14-V-4C/D,V-5B/7, Z14-E-6B/15 (XV-5264) JACOBS ZATE ALKHOBAR Job Number: BI-10-02172-0001 Z14-V-4C/D, Z14-V-5B/7, Z14-E6B/15 RIYADH REFINERY AREA F

Date: Approving Agency:

Z14 Reactors & Exchangers - Train B..fiw JANUARY 2018 SAUDI ARAMCO

Phone:

SAUDI ARABIA

City, State Zip Code:

RIYADH REFINERY

Representative: City And State:

SAUDI ARABIA

Building Owner:

SAUDI ARAMCO

Phone at Building: City, State Zip Code:

RIYADH

Project File Name:

Project Data Description Of Hazard: HIGH RISK AREA Design Area Of Water Application: 2975 Default Sprinkler K-Factor: 4.48 Inside Hose Stream Allowance: 0.00 In Rack Sprinkler Allowance: 0.00

ft² K gpm gpm

Sprinkler Specifications Make: HD FIRE PROTECT Size: 1/2" WATER SPRAY NOZZLES

Sprinkler System Type: Dry Maximum Area Per Sprinkler: 76 ft² Default Pipe Material: SCHED 40 WET STEEL Outside Hose Stream Allowance: 0.00 gpm

Model: Temperature Rating:

MV-A 100 F

Water Supply Test Data Source Of Information: Test Hydrant ID:

RIYADH REFINERY FrPD FHY-D-03

Hydrant Elevation: Test Flow Rate: Calculated System Flow Rate: Available Residual Pressure At System Flow:

3 ft 13184.0 gpm 0 1802.10 gpm

Date Of Test:

2 JAN 2018

Static Pressure:

152.00 psi

Test Residual Pressure:

100.00 psi

Calculated Inflow Residual Pressure:

68.98 psi

150.69 psi

Calculation Project Data Calculation Mode: HMD Minimum Residual Pressure: Number Of Active Nodes: Number Of Active Pipes: Number Of Active Sprinklers:

Demand 25.00 psi 173 174 72

C:\ ...\Z14 Reactors & Exchangers - Train B.fiw

Minimum Desired Flow Density: Number Of Inactive Pipes: Number Of Inactive Sprinklers:

53 of 342

0.25 gpm/ft² 0 0

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Fire Sprinkler Input Data Node Input Data Area Group Branch Dia. (in)

Sprinkler KFactor (K) Branch Len. (ft)

Pressure Estimate (psi) Branch Stnd Fittings

Node Elev (ft) Branch NonStnd Fittings (ft)

Non-Sprinkler Flow (gpm) Branch Sprk KFactor (K)

Sprinkler ----

---0.000

4.48 0.0

36.24 ----

4.00 0.0

0.00 0.00

2

Sprinkler ----

---0.000

4.48 0.0

35.28 ----

4.00 0.0

0.00 0.00

3

Sprinkler ----

---0.000

4.48 0.0

36.80 ----

4.00 0.0

0.00 0.00

4

Sprinkler ----

---0.000

4.48 0.0

37.13 ----

7.50 0.0

0.00 0.00

5

Sprinkler ----

---0.000

4.48 0.0

32.20 ----

11.10 0.0

0.00 0.00

6

Sprinkler ----

---0.000

4.48 0.0

32.32 ----

11.10 0.0

0.00 0.00

7

Sprinkler ----

---0.000

4.48 0.0

32.71 ----

11.10 0.0

0.00 0.00

8

Sprinkler ----

---0.000

4.48 0.0

33.53 ----

11.10 0.0

0.00 0.00

9

Sprinkler ----

---0.000

4.48 0.0

33.64 ----

11.50 0.0

0.00 0.00

10

Sprinkler ----

---0.000

4.48 0.0

29.96 ----

11.50 0.0

0.00 0.00

11

Sprinkler ----

---0.000

4.48 0.0

30.11 ----

11.50 0.0

0.00 0.00

12

Sprinkler ----

---0.000

4.48 0.0

30.61 ----

11.50 0.0

0.00 0.00

13

Sprinkler ----

---0.000

4.48 0.0

31.89 ----

11.50 0.0

0.00 0.00

14

Sprinkler ----

---0.000

4.48 0.0

30.20 ----

16.50 0.0

0.00 0.00

15

Sprinkler ----

---0.000

4.48 0.0

26.46 ----

16.50 0.0

0.00 0.00

16

Sprinkler ----

---0.000

4.48 0.0

26.59 ----

16.50 0.0

0.00 0.00

17

Sprinkler ----

---0.000

4.48 0.0

27.25 ----

16.50 0.0

0.00 0.00

Node No.

Node Description Branch Description

1

C:\ ...\Z14 Reactors & Exchangers - Train B.fiw

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Fire Sprinkler Input Data Node Input Data (cont'd) Area Group Branch Dia. (in)

Sprinkler KFactor (K) Branch Len. (ft)

Pressure Estimate (psi) Branch Stnd Fittings

Node Elev (ft) Branch NonStnd Fittings (ft)

Non-Sprinkler Flow (gpm) Branch Sprk KFactor (K)

Sprinkler ----

---0.000

4.48 0.0

28.63 ----

16.50 0.0

0.00 0.00

19

Sprinkler ----

---0.000

4.48 0.0

28.57 ----

20.50 0.0

0.00 0.00

20

Sprinkler ----

---0.000

4.48 0.0

25.00 ----

20.50 0.0

0.00 0.00

21

Sprinkler ----

---0.000

4.48 0.0

25.12 ----

20.50 0.0

0.00 0.00

22

Sprinkler ----

---0.000

4.48 0.0

25.59 ----

20.50 0.0

0.00 0.00

23

Sprinkler ----

---0.000

4.48 0.0

27.10 ----

20.50 0.0

0.00 0.00

24

Sprinkler ----

---0.000

4.48 0.0

32.83 ----

2.00 0.0

0.00 0.00

25

Sprinkler ----

---0.000

4.48 0.0

33.12 ----

2.00 0.0

0.00 0.00

26

Sprinkler ----

---0.000

4.48 0.0

34.15 ----

2.00 0.0

0.00 0.00

27

Sprinkler ----

---0.000

4.48 0.0

31.43 ----

6.60 0.0

0.00 0.00

28

Sprinkler ----

---0.000

4.48 0.0

31.83 ----

9.00 0.0

0.00 0.00

29

Sprinkler ----

---0.000

4.48 0.0

31.97 ----

9.00 0.0

0.00 0.00

30

Sprinkler ----

---0.000

4.48 0.0

32.40 ----

9.00 0.0

0.00 0.00

31

Sprinkler ----

---0.000

4.48 0.0

32.02 ----

9.50 0.0

0.00 0.00

32

Sprinkler ----

---0.000

4.48 0.0

32.15 ----

9.50 0.0

0.00 0.00

33

Sprinkler ----

---0.000

4.48 0.0

33.21 ----

9.50 0.0

0.00 0.00

34

Sprinkler ----

---0.000

4.48 0.0

27.95 ----

23.00 0.0

0.00 0.00

Node No.

Node Description Branch Description

18

C:\ ...\Z14 Reactors & Exchangers - Train B.fiw

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Fire Sprinkler Input Data Node Input Data (cont'd) Area Group Branch Dia. (in)

Sprinkler KFactor (K) Branch Len. (ft)

Pressure Estimate (psi) Branch Stnd Fittings

Node Elev (ft) Branch NonStnd Fittings (ft)

Non-Sprinkler Flow (gpm) Branch Sprk KFactor (K)

Sprinkler ----

---0.000

4.48 0.0

28.27 ----

23.00 0.0

0.00 0.00

36

Sprinkler ----

---0.000

4.48 0.0

28.55 ----

23.00 0.0

0.00 0.00

37

Sprinkler ----

---0.000

4.48 0.0

28.83 ----

23.00 0.0

0.00 0.00

38

Sprinkler ----

---0.000

4.48 0.0

28.99 ----

23.00 0.0

0.00 0.00

39

Sprinkler ----

---0.000

4.48 0.0

29.27 ----

17.20 0.0

0.00 0.00

40

Sprinkler ----

---0.000

4.48 0.0

29.60 ----

17.20 0.0

0.00 0.00

41

Sprinkler ----

---0.000

4.48 0.0

29.90 ----

17.20 0.0

0.00 0.00

42

Sprinkler ----

---0.000

4.48 0.0

30.19 ----

17.20 0.0

0.00 0.00

43

Sprinkler ----

---0.000

4.48 0.0

30.36 ----

17.20 0.0

0.00 0.00

44

Sprinkler ----

---0.000

4.48 0.0

31.29 ----

11.50 0.0

0.00 0.00

45

Sprinkler ----

---0.000

4.48 0.0

31.68 ----

11.50 0.0

0.00 0.00

46

Sprinkler ----

---0.000

4.48 0.0

32.00 ----

11.50 0.0

0.00 0.00

47

Sprinkler ----

---0.000

4.48 0.0

32.18 ----

11.50 0.0

0.00 0.00

48

Sprinkler ----

---0.000

4.48 0.0

32.49 ----

11.50 0.0

0.00 0.00

49

Sprinkler ----

---0.000

4.48 0.0

30.35 ----

21.00 0.0

0.00 0.00

50

Sprinkler ----

---0.000

4.48 0.0

33.40 ----

16.40 0.0

0.00 0.00

51

Sprinkler ----

---0.000

4.48 0.0

31.20 ----

16.40 0.0

0.00 0.00

Node No.

Node Description Branch Description

35

C:\ ...\Z14 Reactors & Exchangers - Train B.fiw

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Fire Sprinkler Input Data Node Input Data (cont'd) Area Group Branch Dia. (in)

Sprinkler KFactor (K) Branch Len. (ft)

Pressure Estimate (psi) Branch Stnd Fittings

Node Elev (ft) Branch NonStnd Fittings (ft)

Non-Sprinkler Flow (gpm) Branch Sprk KFactor (K)

Sprinkler ----

---0.000

4.48 0.0

27.86 ----

21.00 0.0

0.00 0.00

53

Sprinkler ----

---0.000

4.48 0.0

31.75 ----

16.40 0.0

0.00 0.00

54

Sprinkler ----

---0.000

4.48 0.0

32.65 ----

16.40 0.0

0.00 0.00

55

Sprinkler ----

---0.000

4.48 0.0

35.61 ----

11.00 0.0

0.00 0.00

56

Sprinkler ----

---0.000

4.48 0.0

34.22 ----

11.00 0.0

0.00 0.00

57

Sprinkler ----

---0.000

4.48 0.0

34.20 ----

11.00 0.0

0.00 0.00

58

Sprinkler ----

---0.000

4.48 0.0

35.05 ----

11.00 0.0

0.00 0.00

59

Sprinkler ----

---0.000

4.48 0.0

31.98 ----

16.40 0.0

0.00 0.00

60

Sprinkler ----

---0.000

4.48 0.0

28.37 ----

21.00 0.0

0.00 0.00

61

Sprinkler ----

---0.000

4.48 0.0

27.88 ----

21.00 0.0

0.00 0.00

62

Sprinkler ----

---0.000

4.48 0.0

30.98 ----

16.40 0.0

0.00 0.00

63

Sprinkler ----

---0.000

4.48 0.0

27.38 ----

21.00 0.0

0.00 0.00

64

Sprinkler ----

---0.000

4.48 0.0

30.40 ----

16.40 0.0

0.00 0.00

65

Sprinkler ----

---0.000

4.48 0.0

29.84 ----

16.40 0.0

0.00 0.00

66

Sprinkler ----

---0.000

4.48 0.0

30.99 ----

16.40 0.0

0.00 0.00

67

Sprinkler ----

---0.000

4.48 0.0

34.60 ----

11.00 0.0

0.00 0.00

68

Sprinkler ----

---0.000

4.48 0.0

34.13 ----

11.00 0.0

0.00 0.00

Node No.

Node Description Branch Description

52

C:\ ...\Z14 Reactors & Exchangers - Train B.fiw

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Fire Sprinkler Input Data Node Input Data (cont'd) Area Group Branch Dia. (in)

Sprinkler KFactor (K) Branch Len. (ft)

Pressure Estimate (psi) Branch Stnd Fittings

Node Elev (ft) Branch NonStnd Fittings (ft)

Non-Sprinkler Flow (gpm) Branch Sprk KFactor (K)

Sprinkler ----

---0.000

4.48 0.0

34.32 ----

11.00 0.0

0.00 0.00

70

Sprinkler ----

---0.000

4.48 0.0

34.22 ----

11.00 0.0

0.00 0.00

71

Sprinkler ----

---0.000

4.48 0.0

36.07 ----

21.00 0.0

0.00 0.00

72

Sprinkler ----

---0.000

4.48 0.0

35.02 ----

21.00 0.0

0.00 0.00

73

No Discharge ----

---0.000

N/A 0.0

38.00 ----

1.60 0.0

0.00 0.00

74

No Discharge ----

---0.000

N/A 0.0

38.20 ----

1.60 0.0

0.00 0.00

75

No Discharge ----

---0.000

N/A 0.0

38.99 ----

1.60 0.0

0.00 0.00

76

No Discharge ----

---0.000

N/A 0.0

38.17 ----

7.50 0.0

0.00 0.00

77

No Discharge ----

---0.000

N/A 0.0

34.09 ----

10.50 0.0

0.00 0.00

78

No Discharge ----

---0.000

N/A 0.0

34.21 ----

10.50 0.0

0.00 0.00

79

No Discharge ----

---0.000

N/A 0.0

34.61 ----

10.50 0.0

0.00 0.00

80

No Discharge ----

---0.000

N/A 0.0

35.47 ----

10.50 0.0

0.00 0.00

81

No Discharge ----

---0.000

N/A 0.0

35.12 ----

12.10 0.0

0.00 0.00

82

No Discharge ----

---0.000

N/A 0.0

31.46 ----

12.10 0.0

0.00 0.00

83

No Discharge ----

---0.000

N/A 0.0

31.61 ----

12.10 0.0

0.00 0.00

84

No Discharge ----

---0.000

N/A 0.0

32.14 ----

12.10 0.0

0.00 0.00

85

No Discharge ----

---0.000

N/A 0.0

33.49 ----

12.10 0.0

0.00 0.00

Node No.

Node Description Branch Description

69

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Fire - Fire Sprinkler Hydraulics Calculation Program Jacobs ZATE Al-Khobar, 31952

Elite Software Development, Inc. UPGRADE HYDROPROCESSING INTEGRITY-RR Page 8

Fire Sprinkler Input Data Node Input Data (cont'd) Area Group Branch Dia. (in)

Sprinkler KFactor (K) Branch Len. (ft)

Pressure Estimate (psi) Branch Stnd Fittings

Node Elev (ft) Branch NonStnd Fittings (ft)

Non-Sprinkler Flow (gpm) Branch Sprk KFactor (K)

No Discharge ----

---0.000

N/A 0.0

31.48 ----

17.20 0.0

0.00 0.00

87

No Discharge ----

---0.000

N/A 0.0

27.72 ----

17.20 0.0

0.00 0.00

88

No Discharge ----

---0.000

N/A 0.0

27.86 ----

17.20 0.0

0.00 0.00

89

No Discharge ----

---0.000

N/A 0.0

28.38 ----

17.20 0.0

0.00 0.00

90

No Discharge ----

---0.000

N/A 0.0

30.01 ----

17.20 0.0

0.00 0.00

91

No Discharge ----

---0.000

N/A 0.0

29.85 ----

21.00 0.0

0.00 0.00

92

No Discharge ----

---0.000

N/A 0.0

26.27 ----

21.00 0.0

0.00 0.00

93

No Discharge ----

---0.000

N/A 0.0

26.40 ----

21.00 0.0

0.00 0.00

94

No Discharge ----

---0.000

N/A 0.0

26.89 ----

21.00 0.0

0.00 0.00

95

No Discharge ----

---0.000

N/A 0.0

28.48 ----

21.00 0.0

0.00 0.00

96

No Discharge ----

---0.000

N/A 0.0

33.63 ----

1.10 0.0

0.00 0.00

97

No Discharge ----

---0.000

N/A 0.0

33.92 ----

1.10 0.0

0.00 0.00

98

No Discharge ----

---0.000

N/A 0.0

34.97 ----

1.10 0.0

0.00 0.00

99

No Discharge ----

---0.000

N/A 0.0

34.21 ----

6.60 0.0

0.00 0.00

100

No Discharge ----

---0.000

N/A 0.0

32.68 ----

10.30 0.0

0.00 0.00

101

No Discharge ----

---0.000

N/A 0.0

32.82 ----

10.30 0.0

0.00 0.00

102

No Discharge ----

---0.000

N/A 0.0

33.26 ----

10.30 0.0

0.00 0.00

Node No.

Node Description Branch Description

86

C:\ ...\Z14 Reactors & Exchangers - Train B.fiw

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Fire - Fire Sprinkler Hydraulics Calculation Program Jacobs ZATE Al-Khobar, 31952

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Fire Sprinkler Input Data Node Input Data (cont'd) Area Group Branch Dia. (in)

Sprinkler KFactor (K) Branch Len. (ft)

Pressure Estimate (psi) Branch Stnd Fittings

Node Elev (ft) Branch NonStnd Fittings (ft)

Non-Sprinkler Flow (gpm) Branch Sprk KFactor (K)

No Discharge ----

---0.000

N/A 0.0

33.09 ----

10.30 0.0

0.00 0.00

104

No Discharge ----

---0.000

N/A 0.0

33.22 ----

10.30 0.0

0.00 0.00

105

No Discharge ----

---0.000

N/A 0.0

34.32 ----

10.30 0.0

0.00 0.00

106

No Discharge ----

---0.000

N/A 0.0

29.16 ----

24.00 0.0

0.00 0.00

107

No Discharge ----

---0.000

N/A 0.0

29.31 ----

24.00 0.0

0.00 0.00

108

No Discharge ----

---0.000

N/A 0.0

29.79 ----

24.00 0.0

0.00 0.00

109

No Discharge ----

---0.000

N/A 0.0

30.08 ----

24.00 0.0

0.00 0.00

110

No Discharge ----

---0.000

N/A 0.0

30.25 ----

24.00 0.0

0.00 0.00

111

No Discharge ----

---0.000

N/A 0.0

30.76 ----

17.70 0.0

0.00 0.00

112

No Discharge ----

---0.000

N/A 0.0

30.93 ----

17.70 0.0

0.00 0.00

113

No Discharge ----

---0.000

N/A 0.0

31.42 ----

17.70 0.0

0.00 0.00

114

No Discharge ----

---0.000

N/A 0.0

31.73 ----

17.70 0.0

0.00 0.00

115

No Discharge ----

---0.000

N/A 0.0

31.91 ----

17.70 0.0

0.00 0.00

116

No Discharge ----

---0.000

N/A 0.0

32.89 ----

12.00 0.0

0.00 0.00

117

No Discharge ----

---0.000

N/A 0.0

33.10 ----

12.00 0.0

0.00 0.00

118

No Discharge ----

---0.000

N/A 0.0

33.64 ----

12.00 0.0

0.00 0.00

119

No Discharge ----

---0.000

N/A 0.0

33.82 ----

12.00 0.0

0.00 0.00

Node No.

Node Description Branch Description

103

C:\ ...\Z14 Reactors & Exchangers - Train B.fiw

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Fire - Fire Sprinkler Hydraulics Calculation Program Jacobs ZATE Al-Khobar, 31952

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Fire Sprinkler Input Data Node Input Data (cont'd) Area Group Branch Dia. (in)

Sprinkler KFactor (K) Branch Len. (ft)

Pressure Estimate (psi) Branch Stnd Fittings

Node Elev (ft) Branch NonStnd Fittings (ft)

Non-Sprinkler Flow (gpm) Branch Sprk KFactor (K)

No Discharge ----

---0.000

N/A 0.0

34.16 ----

12.00 0.0

0.00 0.00

121

No Discharge ----

---0.000

N/A 0.0

35.19 ----

15.60 0.0

0.00 0.00

122

No Discharge ----

---0.000

N/A 0.0

35.27 ----

15.60 0.0

0.00 0.00

123

No Discharge ----

---0.000

N/A 0.0

32.23 ----

15.60 0.0

0.00 0.00

124

No Discharge ----

---0.000

N/A 0.0

32.33 ----

15.60 0.0

0.00 0.00

125

No Discharge ----

---0.000

N/A 0.0

32.80 ----

15.60 0.0

0.00 0.00

126

No Discharge ----

---0.000

N/A 0.0

34.36 ----

15.60 0.0

0.00 0.00

127

No Discharge ----

---0.000

N/A 0.0

37.47 ----

11.50 0.0

0.00 0.00

128

No Discharge ----

---0.000

N/A 0.0

35.78 ----

11.50 0.0

0.00 0.00

129

No Discharge ----

---0.000

N/A 0.0

35.98 ----

11.50 0.0

0.00 0.00

130

No Discharge ----

---0.000

N/A 0.0

36.65 ----

11.50 0.0

0.00 0.00

131

No Discharge ----

---0.000

N/A 0.0

33.62 ----

15.70 0.0

0.00 0.00

132

No Discharge ----

---0.000

N/A 0.0

32.83 ----

15.70 0.0

0.00 0.00

133

No Discharge ----

---0.000

N/A 0.0

32.21 ----

15.70 0.0

0.00 0.00

134

No Discharge ----

---0.000

N/A 0.0

31.97 ----

15.70 0.0

0.00 0.00

135

No Discharge ----

---0.000

N/A 0.0

31.95 ----

15.70 0.0

0.00 0.00

136

No Discharge ----

---0.000

N/A 0.0

31.98 ----

15.70 0.0

0.00 0.00

Node No.

Node Description Branch Description

120

C:\ ...\Z14 Reactors & Exchangers - Train B.fiw

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Tuesday, January 15, 2019, 8:28 AM

Fire - Fire Sprinkler Hydraulics Calculation Program Jacobs ZATE Al-Khobar, 31952

Elite Software Development, Inc. UPGRADE HYDROPROCESSING INTEGRITY-RR Page 11

Fire Sprinkler Input Data Node Input Data (cont'd) Area Group Branch Dia. (in)

Sprinkler KFactor (K) Branch Len. (ft)

Pressure Estimate (psi) Branch Stnd Fittings

Node Elev (ft) Branch NonStnd Fittings (ft)

Non-Sprinkler Flow (gpm) Branch Sprk KFactor (K)

No Discharge ----

---0.000

N/A 0.0

32.34 ----

15.70 0.0

0.00 0.00

138

No Discharge ----

---0.000

N/A 0.0

32.78 ----

15.70 0.0

0.00 0.00

139

No Discharge ----

---0.000

N/A 0.0

36.18 ----

11.50 0.0

0.00 0.00

140

No Discharge ----

---0.000

N/A 0.0

35.90 ----

11.50 0.0

0.00 0.00

141

No Discharge ----

---0.000

N/A 0.0

35.89 ----

11.50 0.0

0.00 0.00

142

No Discharge ----

---0.000

N/A 0.0

35.99 ----

11.50 0.0

0.00 0.00

143

No Discharge ----

---0.000

N/A 0.0

40.87 ----

16.20 0.0

0.00 0.00

144

No Discharge ----

---0.000

N/A 0.0

39.74 ----

16.20 0.0

0.00 0.00

145

No Discharge ----

---0.000

N/A 0.0

38.74 ----

9.20 0.0

0.00 0.00

146

No Discharge ----

---0.000

N/A 0.0

39.31 ----

15.00 0.0

0.00 0.00

147

No Discharge ----

---0.000

N/A 0.0

35.22 ----

12.10 0.0

0.00 0.00

148

No Discharge ----

---0.000

N/A 0.0

31.57 ----

17.20 0.0

0.00 0.00

149

No Discharge ----

---0.000

N/A 0.0

29.94 ----

21.00 0.0

0.00 0.00

150

No Discharge ----

---0.000

N/A 0.0

31.06 ----

19.10 0.0

0.00 0.00

151

No Discharge ----

---0.000

N/A 0.0

33.36 ----

17.50 0.0

0.00 0.00

152

No Discharge ----

---0.000

N/A 0.0

39.93 ----

15.00 0.0

0.00 0.00

153

No Discharge ----

---0.000

N/A 0.0

33.94 ----

10.30 0.0

0.00 0.00

Node No.

Node Description Branch Description

137

C:\ ...\Z14 Reactors & Exchangers - Train B.fiw

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Tuesday, January 15, 2019, 8:28 AM

Fire - Fire Sprinkler Hydraulics Calculation Program Jacobs ZATE Al-Khobar, 31952

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Fire Sprinkler Input Data Node Input Data (cont'd) Area Group Branch Dia. (in)

Sprinkler KFactor (K) Branch Len. (ft)

Pressure Estimate (psi) Branch Stnd Fittings

Node Elev (ft) Branch NonStnd Fittings (ft)

Non-Sprinkler Flow (gpm) Branch Sprk KFactor (K)

No Discharge ----

---0.000

N/A 0.0

35.30 ----

10.30 0.0

0.00 0.00

155

No Discharge ----

---0.000

N/A 0.0

40.34 ----

15.00 0.0

0.00 0.00

156

No Discharge ----

---0.000

N/A 0.0

30.65 ----

24.00 0.0

0.00 0.00

157

No Discharge ----

---0.000

N/A 0.0

32.32 ----

17.70 0.0

0.00 0.00

158

No Discharge ----

---0.000

N/A 0.0

34.60 ----

12.00 0.0

0.00 0.00

159

No Discharge ----

---0.000

N/A 0.0

32.64 ----

17.70 0.0

0.00 0.00

160

No Discharge ----

---0.000

N/A 0.0

33.39 ----

18.70 0.0

0.00 0.00

161

No Discharge ----

---0.000

N/A 0.0

38.44 ----

16.20 0.0

0.00 0.00

162

No Discharge ----

---0.000

N/A 0.0

35.76 ----

15.60 0.0

0.00 0.00

163

No Discharge ----

---0.000

N/A 0.0

37.62 ----

11.50 0.0

0.00 0.00

164

No Discharge ----

---0.000

N/A 0.0

36.28 ----

15.60 0.0

0.00 0.00

165

No Discharge ----

---0.000

N/A 0.0

34.15 ----

15.70 0.0

0.00 0.00

166

No Discharge ----

---0.000

N/A 0.0

36.39 ----

11.50 0.0

0.00 0.00

167

No Discharge ----

---0.000

N/A 0.0

35.00 ----

15.70 0.0

0.00 0.00

168

No Discharge ----

---0.000

N/A 0.0

36.98 ----

19.20 0.0

0.00 0.00

169

No Discharge ----

---0.000

N/A 0.0

38.67 ----

16.20 0.0

0.00 0.00

170

No Discharge ----

---0.000

N/A 0.0

42.36 ----

16.50 0.0

0.00 0.00

Node No.

Node Description Branch Description

154

C:\ ...\Z14 Reactors & Exchangers - Train B.fiw

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Tuesday, January 15, 2019, 8:28 AM

Fire - Fire Sprinkler Hydraulics Calculation Program Jacobs ZATE Al-Khobar, 31952

Elite Software Development, Inc. UPGRADE HYDROPROCESSING INTEGRITY-RR Page 13

Fire Sprinkler Input Data Node Input Data (cont'd) Area Group Branch Dia. (in)

Sprinkler KFactor (K) Branch Len. (ft)

Pressure Estimate (psi) Branch Stnd Fittings

Node Elev (ft) Branch NonStnd Fittings (ft)

Non-Sprinkler Flow (gpm) Branch Sprk KFactor (K)

No Discharge ----

---0.000

N/A 0.0

43.00 ----

24.00 0.0

0.00 0.00

172

No Discharge ----

---0.000

N/A 0.0

66.46 ----

0.00 0.0

0.00 0.00

173

No Discharge ----

---0.000

N/A 0.0

68.98 ----

-3.30 0.0

0.00 0.00

Node No.

Node Description Branch Description

171

C:\ ...\Z14 Reactors & Exchangers - Train B.fiw

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Tuesday, January 15, 2019, 8:28 AM

Fire - Fire Sprinkler Hydraulics Calculation Program Jacobs ZATE Al-Khobar, 31952

Elite Software Development, Inc. UPGRADE HYDROPROCESSING INTEGRITY-RR Page 14

Fire Sprinkler Input Data Pipe Input Data Nominal Diameter (inch)

Type Group

Fitting Data

Nominal Length (feet)

Fitting Length (feet)

SCHED 40 WET STEEL

1.000

0

F

2.20

1.00

3.20

120

74

SCHED 40 WET STEEL

1.000

0

2E

4.50

4.00

8.50

120

3

75

SCHED 40 WET STEEL

1.000

0

E

3.00

2.00

5.00

120

4

76

SCHED 40 WET STEEL

1.000

0

E

2.50

2.00

4.50

120

5

77

SCHED 40 WET STEEL

1.000

0

2E

4.00

4.00

8.00

120

6

78

SCHED 40 WET STEEL

1.000

0

2E

4.00

4.00

8.00

120

7

79

SCHED 40 WET STEEL

1.000

0

2E

4.00

4.00

8.00

120

8

80

SCHED 40 WET STEEL

1.000

0

2E

4.00

4.00

8.00

120

9

81

SCHED 40 WET STEEL

1.000

0

F2E

3.25

5.00

8.25

120

10

82

SCHED 40 WET STEEL

1.000

0

3E

3.25

6.00

9.25

120

11

83

SCHED 40 WET STEEL

1.000

0

3E

3.25

6.00

9.25

120

12

84

SCHED 40 WET STEEL

1.000

0

3E

3.25

6.00

9.25

120

13

85

SCHED 40 WET STEEL

1.000

0

3E

3.25

6.00

9.25

120

14

86

SCHED 40 WET STEEL

1.000

0

F2E

3.25

5.00

8.25

120

15

87

SCHED 40 WET STEEL

1.000

0

3E

3.25

6.00

9.25

120

16

88

SCHED 40 WET STEEL

1.000

0

3E

3.25

6.00

9.25

120

17

89

SCHED 40 WET STEEL

1.000

0

F2E

3.25

5.00

8.25

120

18

90

SCHED 40 WET STEEL

1.000

0

3E

3.25

6.00

9.25

120

19

91

SCHED 40 WET STEEL

1.000

0

F2E

3.25

5.00

8.25

120

20

92

SCHED 40 WET STEEL

1.000

0

3E

3.25

6.00

9.25

120

21

93

SCHED 40 WET STEEL

1.000

0

3E

3.25

6.00

9.25

120

22

94

SCHED 40 WET STEEL

1.000

0

3E

3.25

6.00

9.25

120

23

95

SCHED 40 WET STEEL

1.000

0

3E

3.25

6.00

9.25

120

24

96

SCHED 40 WET STEEL

1.000

0

F

1.00

1.00

2.00

120

25

97

SCHED 40 WET STEEL

1.000

0

F

1.00

1.00

2.00

120

26

98

SCHED 40 WET STEEL

1.000

0

F

1.00

1.00

2.00

120

Beg. Node

End. Node

Pipe Description

1

73

2

C:\ ...\Z14 Reactors & Exchangers - Train B.fiw

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Total CFactor Length (gpm/inch(feet) psi)

Tuesday, January 15, 2019, 8:28 AM

Fire - Fire Sprinkler Hydraulics Calculation Program Jacobs ZATE Al-Khobar, 31952

Elite Software Development, Inc. UPGRADE HYDROPROCESSING INTEGRITY-RR Page 15

Fire Sprinkler Input Data Pipe Input Data (cont'd) Nominal Diameter (inch)

Type Group

Fitting Data

Nominal Length (feet)

Fitting Length (feet)

SCHED 40 WET STEEL

1.000

0

2E

10.00

4.00

14.00

120

100

SCHED 40 WET STEEL

1.000

0

2E

3.00

4.00

7.00

120

29

101

SCHED 40 WET STEEL

1.000

0

2E

3.00

4.00

7.00

120

30

102

SCHED 40 WET STEEL

1.000

0

2E

3.00

4.00

7.00

120

31

103

SCHED 40 WET STEEL

1.000

0

2E

3.00

4.00

7.00

120

32

104

SCHED 40 WET STEEL

1.000

0

2E

3.00

4.00

7.00

120

33

105

SCHED 40 WET STEEL

1.000

0

2E

3.00

4.00

7.00

120

34

106

SCHED 40 WET STEEL

1.000

0

3E

3.20

6.00

9.20

120

35

107

SCHED 40 WET STEEL

1.000

0

F2E

3.20

5.00

8.20

120

36

108

SCHED 40 WET STEEL

1.000

0

3E

3.20

6.00

9.20

120

37

109

SCHED 40 WET STEEL

1.000

0

3E

3.20

6.00

9.20

120

38

110

SCHED 40 WET STEEL

1.000

0

3E

3.20

6.00

9.20

120

39

111

SCHED 40 WET STEEL

1.000

0

3E

3.20

6.00

9.20

120

40

112

SCHED 40 WET STEEL

1.000

0

F2E

3.20

5.00

8.20

120

41

113

SCHED 40 WET STEEL

1.000

0

3E

3.20

6.00

9.20

120

42

114

SCHED 40 WET STEEL

1.000

0

3E

3.20

6.00

9.20

120

43

115

SCHED 40 WET STEEL

1.000

0

3E

3.20

6.00

9.20

120

44

116

SCHED 40 WET STEEL

1.000

0

3E

3.20

6.00

9.20

120

45

117

SCHED 40 WET STEEL

1.000

0

F2E

3.20

5.00

8.20

120

46

118

SCHED 40 WET STEEL

1.000

0

3E

3.20

6.00

9.20

120

47

119

SCHED 40 WET STEEL

1.000

0

3E

3.20

6.00

9.20

120

48

120

SCHED 40 WET STEEL

1.000

0

3E

3.20

6.00

9.20

120

49

121

SCHED 40 WET STEEL

1.000

0

3E

7.00

6.00

13.00

120

50

122

SCHED 40 WET STEEL

1.000

0

2FE

3.30

4.00

7.30

120

51

123

SCHED 40 WET STEEL

1.000

0

E

1.50

2.00

3.50

120

52

124

SCHED 40 WET STEEL

1.000

0

F2E

7.00

5.00

12.00

120

Beg. Node

End. Node

Pipe Description

27

99

28

C:\ ...\Z14 Reactors & Exchangers - Train B.fiw

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Total CFactor Length (gpm/inch(feet) psi)

Tuesday, January 15, 2019, 8:28 AM

Fire - Fire Sprinkler Hydraulics Calculation Program Jacobs ZATE Al-Khobar, 31952

Elite Software Development, Inc. UPGRADE HYDROPROCESSING INTEGRITY-RR Page 16

Fire Sprinkler Input Data Pipe Input Data (cont'd) Nominal Diameter (inch)

Type Group

Fitting Data

Nominal Length (feet)

Fitting Length (feet)

SCHED 40 WET STEEL

1.000

0

E

1.50

2.00

3.50

120

126

SCHED 40 WET STEEL

1.000

0

2FE

2.62

4.00

6.62

120

55

127

SCHED 40 WET STEEL

1.000

0

3E

3.30

6.00

9.30

120

56

128

SCHED 40 WET STEEL

1.000

0

F2E

3.30

5.00

8.30

120

57

129

SCHED 40 WET STEEL

1.000

0

3E

3.30

6.00

9.30

120

58

130

SCHED 40 WET STEEL

1.000

0

F2E

3.30

5.00

8.30

120

59

131

SCHED 40 WET STEEL

1.000

0

2FE

2.62

4.00

6.62

120

60

132

SCHED 40 WET STEEL

1.000

0

F2E

7.00

5.00

12.00

120

61

133

SCHED 40 WET STEEL

1.000

0

F2E

6.50

5.00

11.50

120

62

134

SCHED 40 WET STEEL

1.000

0

E

1.50

2.00

3.50

120

63

135

SCHED 40 WET STEEL

1.000

0

3E

7.00

6.00

13.00

120

64

136

SCHED 40 WET STEEL

1.000

0

2FE

2.62

4.00

6.62

120

65

137

SCHED 40 WET STEEL

1.000

0

F2E

6.60

5.00

11.60

120

66

138

SCHED 40 WET STEEL

1.000

0

F2E

2.62

5.00

7.62

120

67

139

SCHED 40 WET STEEL

1.000

0

F2E

3.30

5.00

8.30

120

68

140

SCHED 40 WET STEEL

1.000

0

3E

3.30

6.00

9.30

120

69

141

SCHED 40 WET STEEL

1.000

0

F2E

3.30

5.00

8.30

120

70

142

SCHED 40 WET STEEL

1.000

0

3E

3.30

6.00

9.30

120

71

143

SCHED 40 WET STEEL

1.000

0

3E

6.05

6.00

12.05

120

72

144

SCHED 40 WET STEEL

1.000

0

3E

6.05

6.00

12.05

120

73

74

SCHED 40 WET STEEL

2.000

0

ET

8.50

15.00

23.50

120

74

75

SCHED 40 WET STEEL

2.000

0

2ET

6.60

20.00

26.60

120

75

76

SCHED 40 WET STEEL

2.000

0

2FT

13.50

14.00

27.50

120

76

145

SCHED 40 WET STEEL

2.000

0

T

2.00

10.00

12.00

120

77

78

SCHED 40 WET STEEL

2.000

0

T

6.50

10.00

16.50

120

78

79

SCHED 40 WET STEEL

2.000

0

T

5.00

10.00

15.00

120

Beg. Node

End. Node

Pipe Description

53

125

54

C:\ ...\Z14 Reactors & Exchangers - Train B.fiw

67 of 342

Total CFactor Length (gpm/inch(feet) psi)

Tuesday, January 15, 2019, 8:28 AM

Fire - Fire Sprinkler Hydraulics Calculation Program Jacobs ZATE Al-Khobar, 31952

Elite Software Development, Inc. UPGRADE HYDROPROCESSING INTEGRITY-RR Page 17

Fire Sprinkler Input Data Pipe Input Data (cont'd) Nominal Diameter (inch)

Type Group

Fitting Data

Nominal Length (feet)

Fitting Length (feet)

SCHED 40 WET STEEL

2.000

0

T

5.00

10.00

15.00

120

145

SCHED 40 WET STEEL

2.000

0

2FET

8.50

19.00

27.50

120

81

147

SCHED 40 WET STEEL

2.000

0

T

2.65

10.00

12.65

120

82

83

SCHED 40 WET STEEL

2.000

0

FT

10.10

12.00

22.10

120

83

84

SCHED 40 WET STEEL

2.000

0

2FT

7.10

14.00

21.10

120

84

85

SCHED 40 WET STEEL

2.000

0

2FT

11.00

14.00

25.00

120

85

147

SCHED 40 WET STEEL

2.000

0

FT

6.70

12.00

18.70

120

86

148

SCHED 40 WET STEEL

2.000

0

T

2.65

10.00

12.65

120

87

88

SCHED 40 WET STEEL

2.000

0

FT

10.10

12.00

22.10

120

88

89

SCHED 40 WET STEEL

2.000

0

2FT

9.00

14.00

23.00

120

89

90

SCHED 40 WET STEEL

2.000

0

2F2ET

10.10

24.00

34.10

120

90

148

SCHED 40 WET STEEL

2.000

0

FT

6.70

12.00

18.70

120

91

149

SCHED 40 WET STEEL

2.000

0

T

2.65

10.00

12.65

120

92

93

SCHED 40 WET STEEL

2.000

0

FT

10.10

12.00

22.10

120

93

94

SCHED 40 WET STEEL

2.000

0

2FT

9.00

14.00

23.00

120

94

95

SCHED 40 WET STEEL

2.000

0

2F2ET

11.00

24.00

35.00

120

95

149

SCHED 40 WET STEEL

2.000

0

FT

6.50

12.00

18.50

120

96

97

SCHED 40 WET STEEL

2.000

0

3ET

14.00

25.00

39.00

120

97

98

SCHED 40 WET STEEL

2.000

0

3ET

13.12

25.00

38.12

120

98

99

SCHED 40 WET STEEL

2.000

0

2FET

8.50

19.00

27.50

120

99

153

SCHED 40 WET STEEL

2.000

0

T

3.50

10.00

13.50

120

100

101

SCHED 40 WET STEEL

2.000

0

T

9.25

10.00

19.25

120

101

102

SCHED 40 WET STEEL

2.000

0

T

6.60

10.00

16.60

120

102

153

SCHED 40 WET STEEL

2.000

0

T

2.00

10.00

12.00

120

103

104

SCHED 40 WET STEEL

2.000

0

T

8.00

10.00

18.00

120

104

105

SCHED 40 WET STEEL

2.000

0

4ET

11.00

30.00

41.00

120

Beg. Node

End. Node

Pipe Description

79

80

80

C:\ ...\Z14 Reactors & Exchangers - Train B.fiw

68 of 342

Total CFactor Length (gpm/inch(feet) psi)

Tuesday, January 15, 2019, 8:28 AM

Fire - Fire Sprinkler Hydraulics Calculation Program Jacobs ZATE Al-Khobar, 31952

Elite Software Development, Inc. UPGRADE HYDROPROCESSING INTEGRITY-RR Page 18

Fire Sprinkler Input Data Pipe Input Data (cont'd) Nominal Diameter (inch)

Type Group

Fitting Data

Nominal Length (feet)

Fitting Length (feet)

SCHED 40 WET STEEL

2.000

0

T

7.00

10.00

17.00

120

107

SCHED 40 WET STEEL

2.000

0

2FT

9.50

14.00

23.50

120

107

108

SCHED 40 WET STEEL

2.000

0

FT

8.00

12.00

20.00

120

108

156

SCHED 40 WET STEEL

2.000

0

FT

5.00

12.00

17.00

120

109

110

SCHED 40 WET STEEL

2.000

0

2FT

11.00

14.00

25.00

120

110

156

SCHED 40 WET STEEL

2.000

0

FT

4.10

12.00

16.10

120

111

112

SCHED 40 WET STEEL

2.000

0

2FT

10.00

14.00

24.00

120

112

113

SCHED 40 WET STEEL

2.000

0

FT

8.00

12.00

20.00

120

113

157

SCHED 40 WET STEEL

2.000

0

FT

5.00

12.00

17.00

120

114

115

SCHED 40 WET STEEL

2.000

0

2FT

11.00

14.00

25.00

120

115

157

SCHED 40 WET STEEL

2.000

0

FT

4.10

12.00

16.10

120

116

117

SCHED 40 WET STEEL

2.000

0

5FT

9.50

20.00

29.50

120

117

118

SCHED 40 WET STEEL

2.000

0

FT

8.50

12.00

20.50

120

118

158

SCHED 40 WET STEEL

2.000

0

FT

5.00

12.00

17.00

120

119

120

SCHED 40 WET STEEL

2.000

0

F4ET

13.10

32.00

45.10

120

120

158

SCHED 40 WET STEEL

2.000

0

FT

4.10

12.00

16.10

120

121

122

SCHED 40 WET STEEL

2.000

0

T

2.00

10.00

12.00

120

122

162

SCHED 40 WET STEEL

2.000

0

FT

6.10

12.00

18.10

120

123

124

SCHED 40 WET STEEL

2.000

0

T

3.00

10.00

13.00

120

124

125

SCHED 40 WET STEEL

2.000

0

FT

7.00

12.00

19.00

120

125

126

SCHED 40 WET STEEL

2.000

0

3FT

13.00

16.00

29.00

120

126

162

SCHED 40 WET STEEL

2.000

0

FT

3.00

12.00

15.00

120

127

163

SCHED 40 WET STEEL

2.000

0

FT

7.00

12.00

19.00

120

128

129

SCHED 40 WET STEEL

2.000

0

2FT

11.20

14.00

25.20

120

129

130

SCHED 40 WET STEEL

2.000

0

2FT

9.50

14.00

23.50

120

130

163

SCHED 40 WET STEEL

2.000

0

FT

4.00

12.00

16.00

120

Beg. Node

End. Node

Pipe Description

105

154

106

C:\ ...\Z14 Reactors & Exchangers - Train B.fiw

69 of 342

Total CFactor Length (gpm/inch(feet) psi)

Tuesday, January 15, 2019, 8:28 AM

Fire - Fire Sprinkler Hydraulics Calculation Program Jacobs ZATE Al-Khobar, 31952

Elite Software Development, Inc. UPGRADE HYDROPROCESSING INTEGRITY-RR Page 19

Fire Sprinkler Input Data Pipe Input Data (cont'd) Nominal Diameter (inch)

Type Group

Fitting Data

Nominal Length (feet)

Fitting Length (feet)

SCHED 40 WET STEEL

2.000

0

F

3.00

2.00

5.00

120

132

SCHED 40 WET STEEL

2.000

0

T

2.25

10.00

12.25

120

132

133

SCHED 40 WET STEEL

2.000

0

FT

6.00

12.00

18.00

120

133

134

SCHED 40 WET STEEL

2.000

0

2FT

5.00

14.00

19.00

120

134

135

SCHED 40 WET STEEL

2.000

0

FT

7.00

12.00

19.00

120

135

136

SCHED 40 WET STEEL

2.000

0

T

2.00

10.00

12.00

120

136

137

SCHED 40 WET STEEL

2.000

0

2FT

7.50

14.00

21.50

120

137

138

SCHED 40 WET STEEL

2.000

0

T

1.00

10.00

11.00

120

138

165

SCHED 40 WET STEEL

2.000

0

FT

6.25

12.00

18.25

120

139

166

SCHED 40 WET STEEL

2.000

0

F

4.00

2.00

6.00

120

139

140

SCHED 40 WET STEEL

2.000

0

2FT

9.50

14.00

23.50

120

140

141

SCHED 40 WET STEEL

2.000

0

2FT

9.50

14.00

23.50

120

141

142

SCHED 40 WET STEEL

2.000

0

2FT

9.50

14.00

23.50

120

142

166

SCHED 40 WET STEEL

2.000

0

FT

6.00

12.00

18.00

120

143

144

SCHED 40 WET STEEL FBE LINED

6.000

0

T

6.00

34.80

40.80

130

144

169

SCHED 40 WET STEEL FBE LINED

6.000

0

T

6.00

34.80

40.80

130

145

146

SCHED 40 WET STEEL FBE LINED

3.000

0

2F2ET

25.00

40.64

65.64

130

146

152

SCHED 40 WET STEEL FBE LINED

4.000

0

T

26.00

23.20

49.20

130

147

151

SCHED 40 WET STEEL FBE LINED

3.000

0

FT

6.00

20.90

26.90

130

148

150

SCHED 40 WET STEEL FBE LINED

3.000

0

T

2.00

17.40

19.40

130

149

150

SCHED 40 WET STEEL FBE LINED

3.000

0

T

2.00

17.40

19.40

130

150

151

SCHED 40 WET STEEL FBE LINED

3.000

0

ET

3.00

25.52

28.52

130

Beg. Node

End. Node

Pipe Description

131

165

131

C:\ ...\Z14 Reactors & Exchangers - Train B.fiw

70 of 342

Total CFactor Length (gpm/inch(feet) psi)

Tuesday, January 15, 2019, 8:28 AM

Fire - Fire Sprinkler Hydraulics Calculation Program Jacobs ZATE Al-Khobar, 31952

Elite Software Development, Inc. UPGRADE HYDROPROCESSING INTEGRITY-RR Page 20

Fire Sprinkler Input Data Pipe Input Data (cont'd) Nominal Diameter (inch)

Type Group

Fitting Data

Nominal Length (feet)

Fitting Length (feet)

SCHED 40 WET STEEL FBE LINED

3.000

0

ET

18.15

25.52

43.67

130

155

SCHED 40 WET STEEL FBE LINED

6.000

0

T

4.00

34.80

38.80

130

153

154

SCHED 40 WET STEEL FBE LINED

3.000

0

ET

13.50

25.52

39.02

130

154

155

SCHED 40 WET STEEL FBE LINED

3.000

0

2F4ET

48.50

56.88

105.38

130

155

170

SCHED 40 WET STEEL FBE LINED

6.000

0

3ET

42.00

83.52

125.52

130

156

160

SCHED 40 WET STEEL FBE LINED

3.000

0

FT

6.25

20.90

27.15

130

157

159

SCHED 40 WET STEEL FBE LINED

3.000

0

T

1.50

17.40

18.90

130

158

159

SCHED 40 WET STEEL FBE LINED

3.000

0

FT

7.25

20.90

28.15

130

159

160

SCHED 40 WET STEEL FBE LINED

3.000

0

T

1.00

17.40

18.40

130

160

161

SCHED 40 WET STEEL FBE LINED

3.000

0

ET

4.50

25.52

30.02

130

161

169

SCHED 40 WET STEEL FBE LINED

6.000

0

T

11.20

34.80

46.00

130

162

164

SCHED 40 WET STEEL FBE LINED

3.000

0

T

3.50

17.40

20.90

130

163

164

SCHED 40 WET STEEL FBE LINED

3.000

0

ET

7.50

25.52

33.02

130

164

168

SCHED 40 WET STEEL FBE LINED

3.000

0

ET

8.00

25.52

33.52

130

165

167

SCHED 40 WET STEEL FBE LINED

3.000

0

T

3.50

17.40

20.90

130

166

167

SCHED 40 WET STEEL FBE LINED

3.000

0

ET

7.50

25.52

33.02

130

167

168

SCHED 40 WET STEEL FBE LINED

3.000

0

ET

13.00

25.52

38.52

130

Beg. Node

End. Node

Pipe Description

151

152

152

C:\ ...\Z14 Reactors & Exchangers - Train B.fiw

71 of 342

Total CFactor Length (gpm/inch(feet) psi)

Tuesday, January 15, 2019, 8:28 AM

Fire - Fire Sprinkler Hydraulics Calculation Program Jacobs ZATE Al-Khobar, 31952

Elite Software Development, Inc. UPGRADE HYDROPROCESSING INTEGRITY-RR Page 21

Fire Sprinkler Input Data Pipe Input Data (cont'd) Nominal Diameter (inch)

Type Group

Fitting Data

Nominal Length (feet)

Fitting Length (feet)

SCHED 40 WET STEEL FBE LINED

6.000

0

T

3.00

34.80

37.80

130

171

SCHED 40 WET STEEL FBE LINED

6.000

0

2F4ET

73.00

116.00

189.00

130

170

171

SCHED 40 WET STEEL FBE LINED

6.000

0

4ET

83.50

99.76

183.26

130

171

172

SCHED 40 WET STEEL FBE LINED

8.000

0

10ETG C

245.00

306.40

551.40

130

172

173

SCHED 40 WET STEEL CEMENT LINE

8.000

0

E

25.00

20.90

45.90

130

Beg. Node

End. Node

Pipe Description

168

169

143

Total CFactor Length (gpm/inch(feet) psi)

Fitting Legend: F = 45 Degree Elbow, E = 90 Degree Elbow, L = Long Turn Elbow, T = Tee or Cross, B = Butterfly Valve, G = Gate Valve, C = Check Valve

C:\ ...\Z14 Reactors & Exchangers - Train B.fiw

72 of 342

Tuesday, January 15, 2019, 8:28 AM

Fire - Fire Sprinkler Hydraulics Calculation Program Jacobs ZATE Al-Khobar, 31952

Elite Software Development, Inc. UPGRADE HYDROPROCESSING INTEGRITY-RR Page 22

Fire Sprinkler Output Data Overall Node Groupings Output Data Pipe Segment Beg. End. Node Node

Pipe Type Group

Pipe Flow Rate (gpm)

Sprinkler Flow At Beg. Node (gpm)

Non-Sprinkler Flow Out (+) In (-) (gpm) (gpm)

Beg. Node Residual Pressure (psi)

Imbalance Flow At Beg. Node (gpm)

1

73

0

-26.97

26.97

0.00

0.00

36.24

2

74

0

-26.61

26.61

0.00

0.00

35.28

0.00000

3

75

0

-27.18

27.18

0.00

0.00

36.80

0.00000

4

76

0

-27.30

27.30

0.00

0.00

37.13

0.00000

5

77

0

-25.42

25.42

0.00

0.00

32.20

0.00000

6

78

0

-25.47

25.47

0.00

0.00

32.32

0.00000

7

79

0

-25.62

25.62

0.00

0.00

32.71

0.00000

8

80

0

-25.94

25.94

0.00

0.00

33.53

0.00000

9

81

0

-25.98

25.98

0.00

0.00

33.64

0.00000

10

82

0

-24.52

24.52

0.00

0.00

29.96

0.00000

11

83

0

-24.58

24.58

0.00

0.00

30.11

0.00000

12

84

0

-24.79

24.79

0.00

0.00

30.61

0.00000

13

85

0

-25.30

25.30

0.00

0.00

31.89

0.00000

14

86

0

-24.62

24.62

0.00

0.00

30.20

0.00000

15

87

0

-23.04

23.04

0.00

0.00

26.46

0.00000

16

88

0

-23.10

23.10

0.00

0.00

26.59

0.00000

17

89

0

-23.38

23.38

0.00

0.00

27.25

0.00000

18

90

0

-23.97

23.97

0.00

0.00

28.63

0.00000

19

91

0

-23.95

23.95

0.00

0.00

28.57

0.00000

20

92

0

-22.40

22.40

0.00

0.00

25.00

0.00000

21

93

0

-22.46

22.46

0.00

0.00

25.12

0.00000

22

94

0

-22.66

22.66

0.00

0.00

25.59

0.00000

23

95

0

-23.32

23.32

0.00

0.00

27.10

0.00000

24

96

0

-25.67

25.67

0.00

0.00

32.83

0.00000

25

97

0

-25.78

25.78

0.00

0.00

33.12

0.00000

26

98

0

-26.18

26.18

0.00

0.00

34.15

0.00000

C:\ ...\Z14 Reactors & Exchangers - Train B.fiw

73 of 342

Tuesday, January 15, 2019, 8:28 AM

Fire - Fire Sprinkler Hydraulics Calculation Program Jacobs ZATE Al-Khobar, 31952

Elite Software Development, Inc. UPGRADE HYDROPROCESSING INTEGRITY-RR Page 23

Fire Sprinkler Output Data Overall Node Groupings Output Data (cont'd) Pipe Segment Beg. End. Node Node

Pipe Type Group

Pipe Flow Rate (gpm)

Sprinkler Flow At Beg. Node (gpm)

Non-Sprinkler Flow Out (+) In (-) (gpm) (gpm)

Beg. Node Residual Pressure (psi)

Imbalance Flow At Beg. Node (gpm)

27

99

0

-25.12

25.12

0.00

0.00

31.43

0.00000

28

100

0

-25.28

25.28

0.00

0.00

31.83

0.00000

29

101

0

-25.33

25.33

0.00

0.00

31.97

0.00000

30

102

0

-25.50

25.50

0.00

0.00

32.40

0.00000

31

103

0

-25.35

25.35

0.00

0.00

32.02

0.00000

32

104

0

-25.40

25.40

0.00

0.00

32.15

0.00000

33

105

0

-25.82

25.82

0.00

0.00

33.21

0.00000

34

106

0

-23.69

23.69

0.00

0.00

27.95

0.00000

35

107

0

-23.82

23.82

0.00

0.00

28.27

0.00000

36

108

0

-23.94

23.94

0.00

0.00

28.55

0.00000

37

109

0

-24.06

24.06

0.00

0.00

28.83

0.00000

38

110

0

-24.12

24.12

0.00

0.00

28.99

0.00000

39

111

0

-24.24

24.24

0.00

0.00

29.27

0.00000

40

112

0

-24.38

24.38

0.00

0.00

29.60

0.00000

41

113

0

-24.50

24.50

0.00

0.00

29.90

0.00000

42

114

0

-24.62

24.62

0.00

0.00

30.19

0.00000

43

115

0

-24.68

24.68

0.00

0.00

30.36

0.00000

44

116

0

-25.06

25.06

0.00

0.00

31.29

0.00000

45

117

0

-25.22

25.22

0.00

0.00

31.68

0.00000

46

118

0

-25.34

25.34

0.00

0.00

32.00

0.00000

47

119

0

-25.41

25.41

0.00

0.00

32.18

0.00000

48

120

0

-25.54

25.54

0.00

0.00

32.49

0.00000

49

121

0

-24.68

24.68

0.00

0.00

30.35

0.00000

50

122

0

-25.89

25.89

0.00

0.00

33.40

0.00000

51

123

0

-25.02

25.02

0.00

0.00

31.20

0.00000

52

124

0

-23.65

23.65

0.00

0.00

27.86

0.00000

C:\ ...\Z14 Reactors & Exchangers - Train B.fiw

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Tuesday, January 15, 2019, 8:28 AM

Fire - Fire Sprinkler Hydraulics Calculation Program Jacobs ZATE Al-Khobar, 31952

Elite Software Development, Inc. UPGRADE HYDROPROCESSING INTEGRITY-RR Page 24

Fire Sprinkler Output Data Overall Node Groupings Output Data (cont'd) Pipe Segment Beg. End. Node Node

Pipe Type Group

Pipe Flow Rate (gpm)

Sprinkler Flow At Beg. Node (gpm)

Non-Sprinkler Flow Out (+) In (-) (gpm) (gpm)

Beg. Node Residual Pressure (psi)

Imbalance Flow At Beg. Node (gpm)

53

125

0

-25.24

25.24

0.00

0.00

31.75

0.00000

54

126

0

-25.60

25.60

0.00

0.00

32.65

0.00000

55

127

0

-26.74

26.74

0.00

0.00

35.61

0.00000

56

128

0

-26.21

26.21

0.00

0.00

34.22

0.00000

57

129

0

-26.20

26.20

0.00

0.00

34.20

0.00000

58

130

0

-26.52

26.52

0.00

0.00

35.05

0.00000

59

131

0

-25.33

25.33

0.00

0.00

31.98

0.00000

60

132

0

-23.86

23.86

0.00

0.00

28.37

0.00000

61

133

0

-23.65

23.65

0.00

0.00

27.88

0.00000

62

134

0

-24.94

24.94

0.00

0.00

30.98

0.00000

63

135

0

-23.44

23.44

0.00

0.00

27.38

0.00000

64

136

0

-24.70

24.70

0.00

0.00

30.40

0.00000

65

137

0

-24.47

24.47

0.00

0.00

29.84

0.00000

66

138

0

-24.94

24.94

0.00

0.00

30.99

0.00000

67

139

0

-26.35

26.35

0.00

0.00

34.60

0.00000

68

140

0

-26.17

26.17

0.00

0.00

34.13

0.00000

69

141

0

-26.24

26.24

0.00

0.00

34.32

0.00000

70

142

0

-26.21

26.21

0.00

0.00

34.22

0.00000

71

143

0

-26.91

26.91

0.00

0.00

36.07

0.00000

72

144

0

-26.51

26.51

0.00

0.00

35.02

0.00000

73 73

1 74

0 0

26.97 -26.97

0.00

0.00

0.00

38.00

0.00000

74 74 74

2 73 75

0 0 0

26.61 26.97 -53.58

0.00

0.00

0.00

38.20

0.00000

75 75 75

3 74 76

0 0 0

27.18 53.58 -80.76

0.00

0.00

0.00

38.99

0.00000

C:\ ...\Z14 Reactors & Exchangers - Train B.fiw

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Tuesday, January 15, 2019, 8:28 AM

Fire - Fire Sprinkler Hydraulics Calculation Program Jacobs ZATE Al-Khobar, 31952

Elite Software Development, Inc. UPGRADE HYDROPROCESSING INTEGRITY-RR Page 25

Fire Sprinkler Output Data Overall Node Groupings Output Data (cont'd) Pipe Segment Beg. End. Node Node 76 4 76 75 76 145

Pipe Type Group 0 0 0

Pipe Flow Rate (gpm) 27.30 80.76 -108.06

Sprinkler Flow At Beg. Node (gpm) 0.00

Non-Sprinkler Flow Out (+) In (-) (gpm) (gpm) 0.00 0.00

Beg. Node Residual Pressure (psi) 38.17

Imbalance Flow At Beg. Node (gpm) 0.00000

77 77

5 78

0 0

25.42 -25.42

0.00

0.00

0.00

34.09

0.00000

78 78 78

6 77 79

0 0 0

25.47 25.42 -50.89

0.00

0.00

0.00

34.21

0.00000

79 79 79

7 78 80

0 0 0

25.62 50.89 -76.51

0.00

0.00

0.00

34.61

0.00000

80 80 80

8 79 145

0 0 0

25.94 76.51 -102.45

0.00

0.00

0.00

35.47

0.00000

81 81

9 147

0 0

25.98 -25.98

0.00

0.00

0.00

35.12

0.00000

82 82

10 83

0 0

24.52 -24.52

0.00

0.00

0.00

31.46

0.00000

83 83 83

11 82 84

0 0 0

24.58 24.52 -49.10

0.00

0.00

0.00

31.61

0.00000

84 84 84

12 83 85

0 0 0

24.79 49.10 -73.89

0.00

0.00

0.00

32.14

0.00000

85 85 85

13 84 147

0 0 0

25.30 73.89 -99.19

0.00

0.00

0.00

33.49

0.00000

86 86

14 148

0 0

24.62 -24.62

0.00

0.00

0.00

31.48

0.00000

87 87

15 88

0 0

23.04 -23.04

0.00

0.00

0.00

27.72

0.00000

88 88 88

16 87 89

0 0 0

23.10 23.04 -46.15

0.00

0.00

0.00

27.86

0.00000

89 89 89

17 88 90

0 0 0

23.38 46.15 -69.53

0.00

0.00

0.00

28.38

0.00000

90

18

0

23.97

0.00

0.00

0.00

30.01

0.00000

C:\ ...\Z14 Reactors & Exchangers - Train B.fiw

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Tuesday, January 15, 2019, 8:28 AM

Fire - Fire Sprinkler Hydraulics Calculation Program Jacobs ZATE Al-Khobar, 31952

Elite Software Development, Inc. UPGRADE HYDROPROCESSING INTEGRITY-RR Page 26

Fire Sprinkler Output Data Overall Node Groupings Output Data (cont'd) Pipe Segment Beg. End. Node Node 90 89 90 148

Pipe Type Group 0 0

Pipe Flow Rate (gpm) 69.53 -93.50

Sprinkler Flow At Beg. Node (gpm)

Non-Sprinkler Flow Out (+) In (-) (gpm) (gpm)

Beg. Node Residual Pressure (psi)

Imbalance Flow At Beg. Node (gpm)

91 91

19 149

0 0

23.95 -23.95

0.00

0.00

0.00

29.85

0.00000

92 92

20 93

0 0

22.40 -22.40

0.00

0.00

0.00

26.27

0.00000

93 93 93

21 92 94

0 0 0

22.46 22.40 -44.86

0.00

0.00

0.00

26.40

0.00000

94 94 94

22 93 95

0 0 0

22.66 44.86 -67.52

0.00

0.00

0.00

26.89

0.00000

95 95 95

23 94 149

0 0 0

23.32 67.52 -90.84

0.00

0.00

0.00

28.48

0.00000

96 96

24 97

0 0

25.67 -25.67

0.00

0.00

0.00

33.63

0.00000

97 97 97

25 96 98

0 0 0

25.78 25.67 -51.45

0.00

0.00

0.00

33.92

0.00000

98 98 98

26 97 99

0 0 0

26.18 51.45 -77.63

0.00

0.00

0.00

34.97

0.00000

99 99 99

27 98 153

0 0 0

25.12 77.63 -102.75

0.00

0.00

0.00

34.21

0.00000

100 100

28 101

0 0

25.28 -25.28

0.00

0.00

0.00

32.68

0.00000

101 101 101

29 100 102

0 0 0

25.33 25.28 -50.61

0.00

0.00

0.00

32.82

0.00000

102 102 102

30 101 153

0 0 0

25.50 50.61 -76.11

0.00

0.00

0.00

33.26

0.00000

103 103

31 104

0 0

25.35 -25.35

0.00

0.00

0.00

33.09

0.00000

104 104

32 103

0 0

25.40 25.35

0.00

0.00

0.00

33.22

0.00000

C:\ ...\Z14 Reactors & Exchangers - Train B.fiw

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Tuesday, January 15, 2019, 8:28 AM

Fire - Fire Sprinkler Hydraulics Calculation Program Jacobs ZATE Al-Khobar, 31952

Elite Software Development, Inc. UPGRADE HYDROPROCESSING INTEGRITY-RR Page 27

Fire Sprinkler Output Data Overall Node Groupings Output Data (cont'd) Pipe Segment Beg. End. Node Node 104 105

Pipe Type Group 0

Pipe Flow Rate (gpm) -50.75

Sprinkler Flow At Beg. Node (gpm)

Non-Sprinkler Flow Out (+) In (-) (gpm) (gpm)

Beg. Node Residual Pressure (psi)

Imbalance Flow At Beg. Node (gpm)

105 105 105

33 104 154

0 0 0

25.82 50.75 -76.57

0.00

0.00

0.00

34.32

0.00000

106 106

34 107

0 0

23.69 -23.69

0.00

0.00

0.00

29.16

0.00000

107 107 107

35 106 108

0 0 0

23.82 23.69 -47.51

0.00

0.00

0.00

29.31

0.00000

108 108 108

36 107 156

0 0 0

23.94 47.51 -71.44

0.00

0.00

0.00

29.79

0.00000

109 109

37 110

0 0

24.06 -24.06

0.00

0.00

0.00

30.08

0.00000

110 110 110

38 109 156

0 0 0

24.12 24.06 -48.18

0.00

0.00

0.00

30.25

0.00000

111 111

39 112

0 0

24.24 -24.24

0.00

0.00

0.00

30.76

0.00000

112 112 112

40 111 113

0 0 0

24.38 24.24 -48.61

0.00

0.00

0.00

30.93

0.00000

113 113 113

41 112 157

0 0 0

24.50 48.61 -73.11

0.00

0.00

0.00

31.42

0.00000

114 114

42 115

0 0

24.62 -24.62

0.00

0.00

0.00

31.73

0.00000

115 115 115

43 114 157

0 0 0

24.68 24.62 -49.30

0.00

0.00

0.00

31.91

0.00000

116 116

44 117

0 0

25.06 -25.06

0.00

0.00

0.00

32.89

0.00000

117 117 117

45 116 118

0 0 0

25.22 25.06 -50.27

0.00

0.00

0.00

33.10

0.00000

118 118 118

46 117 158

0 0 0

25.34 50.27 -75.62

0.00

0.00

0.00

33.64

0.00000

C:\ ...\Z14 Reactors & Exchangers - Train B.fiw

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Tuesday, January 15, 2019, 8:28 AM

Fire - Fire Sprinkler Hydraulics Calculation Program Jacobs ZATE Al-Khobar, 31952

Elite Software Development, Inc. UPGRADE HYDROPROCESSING INTEGRITY-RR Page 28

Fire Sprinkler Output Data Overall Node Groupings Output Data (cont'd) Pipe Segment Beg. End. Node Node

Pipe Type Group

Pipe Flow Rate (gpm)

Sprinkler Flow At Beg. Node (gpm)

Non-Sprinkler Flow Out (+) In (-) (gpm) (gpm)

Beg. Node Residual Pressure (psi)

Imbalance Flow At Beg. Node (gpm)

119 119

47 120

0 0

25.41 -25.41

0.00

0.00

0.00

33.82

0.00000

120 120 120

48 119 158

0 0 0

25.54 25.41 -50.95

0.00

0.00

0.00

34.16

0.00000

121 121

49 122

0 0

24.68 -24.68

0.00

0.00

0.00

35.19

0.00000

122 122 122

50 121 162

0 0 0

25.89 24.68 -50.57

0.00

0.00

0.00

35.27

0.00000

123 123

51 124

0 0

25.02 -25.02

0.00

0.00

0.00

32.23

0.00000

124 124 124

52 123 125

0 0 0

23.65 25.02 -48.67

0.00

0.00

0.00

32.33

0.00000

125 125 125

53 124 126

0 0 0

25.24 48.67 -73.91

0.00

0.00

0.00

32.80

0.00000

126 126 126

54 125 162

0 0 0

25.60 73.91 -99.51

0.00

0.00

0.00

34.36

0.00000

127 127

55 163

0 0

26.74 -26.74

0.00

0.00

0.00

37.47

0.00000

128 128

56 129

0 0

26.21 -26.21

0.00

0.00

0.00

35.78

0.00000

129 129 129

57 128 130

0 0 0

26.20 26.21 -52.41

0.00

0.00

0.00

35.98

0.00000

130 130 130

58 129 163

0 0 0

26.52 52.41 -78.93

0.00

0.00

0.00

36.65

0.00000

131 131 131

59 165 132

0 0 0

25.33 -106.91 81.57

0.00

0.00

0.00

33.62

0.00000

132 132 132

60 131 133

0 0 0

23.86 -81.57 57.71

0.00

0.00

0.00

32.83

0.00000

C:\ ...\Z14 Reactors & Exchangers - Train B.fiw

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Tuesday, January 15, 2019, 8:28 AM

Fire - Fire Sprinkler Hydraulics Calculation Program Jacobs ZATE Al-Khobar, 31952

Elite Software Development, Inc. UPGRADE HYDROPROCESSING INTEGRITY-RR Page 29

Fire Sprinkler Output Data Overall Node Groupings Output Data (cont'd) Pipe Segment Beg. End. Node Node 133 61 133 132 133 134

Pipe Type Group 0 0 0

Pipe Flow Rate (gpm) 23.65 -57.71 34.06

Sprinkler Flow At Beg. Node (gpm) 0.00

Non-Sprinkler Flow Out (+) In (-) (gpm) (gpm) 0.00 0.00

Beg. Node Residual Pressure (psi) 32.21

Imbalance Flow At Beg. Node (gpm) 0.00000

134 134 134

62 133 135

0 0 0

24.94 -34.06 9.12

0.00

0.00

0.00

31.97

0.00000

135 135 135

63 134 136

0 0 0

23.44 -9.12 -14.32

0.00

0.00

0.00

31.95

0.00000

136 136 136

64 135 137

0 0 0

24.70 14.32 -39.03

0.00

0.00

0.00

31.98

0.00000

137 137 137

65 136 138

0 0 0

24.47 39.03 -63.50

0.00

0.00

0.00

32.34

0.00000

138 138 138

66 137 165

0 0 0

24.94 63.50 -88.44

0.00

0.00

0.00

32.78

0.00000

139 139 139

67 166 140

0 0 0

26.35 -59.13 32.78

0.00

0.00

0.00

36.18

0.00000

140 140 140

68 139 141

0 0 0

26.17 -32.78 6.61

0.00

0.00

0.00

35.90

0.00000

141 141 141

69 140 142

0 0 0

26.24 -6.61 -19.64

0.00

0.00

0.00

35.89

0.00000

142 142 142

70 141 166

0 0 0

26.21 19.64 -45.84

0.00

0.00

0.00

35.99

0.00000

143 143 143

71 144 171

0 0 0

26.91 951.17 -978.08

0.00

0.00

0.00

40.87

0.00000

144 144 144

72 143 169

0 0 0

26.51 -951.17 924.66

0.00

0.00

0.00

39.74

0.00000

145 145 145

76 80 146

0 0 0

108.06 102.45 -210.51

0.00

0.00

0.00

38.74

0.00000

C:\ ...\Z14 Reactors & Exchangers - Train B.fiw

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Tuesday, January 15, 2019, 8:28 AM

Fire - Fire Sprinkler Hydraulics Calculation Program Jacobs ZATE Al-Khobar, 31952

Elite Software Development, Inc. UPGRADE HYDROPROCESSING INTEGRITY-RR Page 30

Fire Sprinkler Output Data Overall Node Groupings Output Data (cont'd) Pipe Segment Beg. End. Node Node 146 145 146 152

Pipe Type Group 0 0

Pipe Flow Rate (gpm) 210.51 -210.51

Sprinkler Flow At Beg. Node (gpm) 0.00

Non-Sprinkler Flow Out (+) In (-) (gpm) (gpm) 0.00 0.00

Beg. Node Residual Pressure (psi) 39.31

Imbalance Flow At Beg. Node (gpm) 0.00000

147 147 147

81 85 151

0 0 0

25.98 99.19 -125.17

0.00

0.00

0.00

35.22

0.00000

148 148 148

86 90 150

0 0 0

24.62 93.50 -118.12

0.00

0.00

0.00

31.57

0.00000

149 149 149

91 95 150

0 0 0

23.95 90.84 -114.78

0.00

0.00

0.00

29.94

0.00000

150 150 150

148 149 151

0 0 0

118.12 114.78 -232.91

0.00

0.00

0.00

31.06

0.00000

151 151 151

147 150 152

0 0 0

125.17 232.91 -358.08

0.00

0.00

0.00

33.36

0.00000

152 152 152

146 151 155

0 0 0

210.51 358.08 -568.59

0.00

0.00

0.00

39.93

0.00000

153 153 153

99 102 154

0 0 0

102.75 76.11 -178.86

0.00

0.00

0.00

33.94

0.00000

154 154 154

105 153 155

0 0 0

76.57 178.86 -255.43

0.00

0.00

0.00

35.30

0.00000

155 155 155

152 154 170

0 0 0

568.59 255.43 -824.02

0.00

0.00

0.00

40.34

0.00000

156 156 156

108 110 160

0 0 0

71.44 48.18 -119.62

0.00

0.00

0.00

30.65

0.00000

157 157 157

113 115 159

0 0 0

73.11 49.30 -122.41

0.00

0.00

0.00

32.32

0.00000

158 158 158

118 120 159

0 0 0

75.62 50.95 -126.57

0.00

0.00

0.00

34.60

0.00000

159

157

0

122.41

0.00

0.00

0.00

32.64

0.00000

C:\ ...\Z14 Reactors & Exchangers - Train B.fiw

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Tuesday, January 15, 2019, 8:28 AM

Fire - Fire Sprinkler Hydraulics Calculation Program Jacobs ZATE Al-Khobar, 31952

Elite Software Development, Inc. UPGRADE HYDROPROCESSING INTEGRITY-RR Page 31

Fire Sprinkler Output Data Overall Node Groupings Output Data (cont'd) Pipe Segment Beg. End. Node Node 159 158 159 160

Pipe Type Group 0 0

Pipe Flow Rate (gpm) 126.57 -248.97

Sprinkler Flow At Beg. Node (gpm)

Non-Sprinkler Flow Out (+) In (-) (gpm) (gpm)

Beg. Node Residual Pressure (psi)

Imbalance Flow At Beg. Node (gpm)

160 160 160

156 159 161

0 0 0

119.62 248.97 -368.60

0.00

0.00

0.00

33.39

0.00000

161 161

160 169

0 0

368.60 -368.60

0.00

0.00

0.00

38.44

0.00000

162 162 162

122 126 164

0 0 0

50.57 99.51 -150.09

0.00

0.00

0.00

35.76

0.00000

163 163 163

127 130 164

0 0 0

26.74 78.93 -105.66

0.00

0.00

0.00

37.62

0.00000

164 164 164

162 163 168

0 0 0

150.09 105.66 -255.75

0.00

0.00

0.00

36.28

0.00000

165 165 165

131 138 167

0 0 0

106.91 88.44 -195.34

0.00

0.00

0.00

34.15

0.00000

166 166 166

139 142 167

0 0 0

59.13 45.84 -104.97

0.00

0.00

0.00

36.39

0.00000

167 167 167

165 166 168

0 0 0

195.34 104.97 -300.31

0.00

0.00

0.00

35.00

0.00000

168 168 168

164 167 169

0 0 0

255.75 300.31 -556.06

0.00

0.00

0.00

36.98

0.00000

169 169 169

144 161 168

0 0 0

-924.66 368.60 556.06

0.00

0.00

0.00

38.67

0.00000

170 170

155 171

0 0

824.02 -824.02

0.00

0.00

0.00

42.36

0.00000

171 171 171

143 170 172

0 0 0

978.08 824.02 -1802.10

0.00

0.00

0.00

43.00

0.00000

172 172

171 173

0 0

1802.10 -1802.10

0.00

0.00

0.00

66.46

0.00000

C:\ ...\Z14 Reactors & Exchangers - Train B.fiw

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Tuesday, January 15, 2019, 8:28 AM

Fire - Fire Sprinkler Hydraulics Calculation Program Jacobs ZATE Al-Khobar, 31952

Elite Software Development, Inc. UPGRADE HYDROPROCESSING INTEGRITY-RR Page 32

Fire Sprinkler Output Data Overall Node Groupings Output Data (cont'd) Pipe Segment Beg. End. Node Node 173 172

Pipe Type Group 0

Pipe Flow Rate (gpm) 1802.10

Sprinkler Flow At Beg. Node (gpm) 0.00

C:\ ...\Z14 Reactors & Exchangers - Train B.fiw

Non-Sprinkler Flow Out (+) In (-) (gpm) (gpm) 0.00 -1802.10

83 of 342

Beg. Node Residual Pressure (psi) 68.98

Imbalance Flow At Beg. Node (gpm)

Tuesday, January 15, 2019, 8:28 AM

Fire - Fire Sprinkler Hydraulics Calculation Program Jacobs ZATE Al-Khobar, 31952

Elite Software Development, Inc. UPGRADE HYDROPROCESSING INTEGRITY-RR Page 33

Fire Sprinkler Output Data Overall Pipe Output Data Beg. End. Node

Nodal KFactor (K)

Elevation (feet)

Spk/Hose Discharge (gpm)

Residual Nom. Dia. Pressure Inside Dia. (psi) C-Value

q (gpm) Q (gpm) Velocity (fps)

F. L./ft (psi/ft) Fittings Type-Grp

Pipe-Len. Fit-Len. Tot-Len. (ft)

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

1 73

4.48 4.00 26.97 0.00 1.60 0.00 SCHED 40 WET STEEL

36.24 38.00

1.00 1.049 120

26.97 26.97 10.01

0.22635 F 0

2.20 1.00 3.20

0.724 1.039 1.764

2 74

4.48 4.00 26.61 0.00 1.60 0.00 SCHED 40 WET STEEL

35.28 38.20

1.00 1.049 120

26.61 26.61 9.88

0.22082 2E 0

4.50 4.00 8.50

1.877 1.039 2.916

73 74

0.00 1.60 0.00 0.00 1.60 0.00 SCHED 40 WET STEEL

38.00 38.20

2.00 2.067 120

0.00 26.97 2.58

0.00832 ET 0

8.50 15.00 23.50

0.196 0.000 0.196

3 75

4.48 4.00 27.18 0.00 1.60 0.00 SCHED 40 WET STEEL

36.80 38.99

1.00 1.049 120

27.18 27.18 10.09

0.22959 E 0

3.00 2.00 5.00

1.148 1.039 2.187

74 75

0.00 1.60 0.00 0.00 1.60 0.00 SCHED 40 WET STEEL

38.20 38.99

2.00 2.067 120

0.00 53.58 5.12

0.02964 2ET 0

6.60 20.00 26.60

0.788 0.000 0.788

4 76

4.48 7.50 27.30 0.00 7.50 0.00 SCHED 40 WET STEEL

37.13 38.17

1.00 1.049 120

27.30 27.30 10.13

0.23150 E 0

2.50 2.00 4.50

1.042 0.000 1.042

75 76

0.00 1.60 0.00 0.00 7.50 0.00 SCHED 40 WET STEEL

38.99 38.17

2.00 2.067 120

0.00 80.76 7.72

0.06331 2FT 0

13.50 14.00 27.50

1.741 -2.555 -0.814

5 77

4.48 11.10 25.42 0.00 10.50 0.00 SCHED 40 WET STEEL

32.20 34.09

1.00 1.049 120

25.42 25.42 9.44

0.20293 2E 0

4.00 4.00 8.00

1.623 0.260 1.883

6 78

4.48 11.10 25.47 0.00 10.50 0.00 SCHED 40 WET STEEL

32.32 34.21

1.00 1.049 120

25.47 25.47 9.45

0.20361 2E 0

4.00 4.00 8.00

1.629 0.260 1.889

77 78

0.00 10.50 0.00 0.00 10.50 0.00 SCHED 40 WET STEEL

34.09 34.21

2.00 2.067 120

0.00 25.42 2.43

0.00746 T 0

6.50 10.00 16.50

0.123 0.000 0.123

7 79

4.48 11.10 25.62 0.00 10.50 0.00 SCHED 40 WET STEEL

32.71 34.61

1.00 1.049 120

25.62 25.62 9.51

0.20586 2E 0

4.00 4.00 8.00

1.647 0.260 1.907

78 79

0.00 10.50 0.00 0.00 10.50 0.00 SCHED 40 WET STEEL

34.21 34.61

2.00 2.067 120

0.00 50.89 4.87

0.02695 T 0

5.00 10.00 15.00

0.404 0.000 0.404

C:\ ...\Z14 Reactors & Exchangers - Train B.fiw

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Tuesday, January 15, 2019, 8:28 AM

Fire - Fire Sprinkler Hydraulics Calculation Program Jacobs ZATE Al-Khobar, 31952

Elite Software Development, Inc. UPGRADE HYDROPROCESSING INTEGRITY-RR Page 34

Fire Sprinkler Output Data Overall Pipe Output Data (cont'd) Beg. End. Node

Nodal KFactor (K)

Elevation (feet)

Spk/Hose Discharge (gpm)

Residual Nom. Dia. Pressure Inside Dia. (psi) C-Value

q (gpm) Q (gpm) Velocity (fps)

F. L./ft (psi/ft) Fittings Type-Grp

Pipe-Len. Fit-Len. Tot-Len. (ft)

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

8 80

4.48 11.10 25.94 0.00 10.50 0.00 SCHED 40 WET STEEL

33.53 35.47

1.00 1.049 120

25.94 25.94 9.63

0.21064 2E 0

4.00 4.00 8.00

1.685 0.260 1.945

79 80

0.00 10.50 0.00 0.00 10.50 0.00 SCHED 40 WET STEEL

34.61 35.47

2.00 2.067 120

0.00 76.51 7.32

0.05730 T 0

5.00 10.00 15.00

0.859 0.000 0.859

9 81

4.48 11.50 25.98 0.00 12.10 0.00 SCHED 40 WET STEEL

33.64 35.12

1.00 1.049 120

25.98 25.98 9.65

0.21128 F2E 0

3.25 5.00 8.25

1.743 -0.260 1.483

10 82

4.48 11.50 24.52 0.00 12.10 0.00 SCHED 40 WET STEEL

29.96 31.46

1.00 1.049 120

24.52 24.52 9.10

0.18983 3E 0

3.25 6.00 9.25

1.756 -0.260 1.496

11 83

4.48 11.50 24.58 0.00 12.10 0.00 SCHED 40 WET STEEL

30.11 31.61

1.00 1.049 120

24.58 24.58 9.13

0.19069 3E 0

3.25 6.00 9.25

1.764 -0.260 1.504

82 83

0.00 12.10 0.00 0.00 12.10 0.00 SCHED 40 WET STEEL

31.46 31.61

2.00 2.067 120

0.00 24.52 2.34

0.00698 FT 0

10.10 12.00 22.10

0.154 0.000 0.154

12 84

4.48 11.50 24.79 0.00 12.10 0.00 SCHED 40 WET STEEL

30.61 32.14

1.00 1.049 120

24.79 24.79 9.20

0.19364 3E 0

3.25 6.00 9.25

1.791 -0.260 1.531

83 84

0.00 12.10 0.00 0.00 12.10 0.00 SCHED 40 WET STEEL

31.61 32.14

2.00 2.067 120

0.00 49.10 4.69

0.02522 2FT 0

7.10 14.00 21.10

0.532 0.000 0.532

13 85

4.48 11.50 25.30 0.00 12.10 0.00 SCHED 40 WET STEEL

31.89 33.49

1.00 1.049 120

25.30 25.30 9.39

0.20108 3E 0

3.25 6.00 9.25

1.860 -0.260 1.600

84 85

0.00 12.10 0.00 0.00 12.10 0.00 SCHED 40 WET STEEL

32.14 33.49

2.00 2.067 120

0.00 73.89 7.06

0.05372 2FT 0

11.00 14.00 25.00

1.343 0.000 1.343

14 86

4.48 16.50 24.62 0.00 17.20 0.00 SCHED 40 WET STEEL

30.20 31.48

1.00 1.049 120

24.62 24.62 9.14

0.19124 F2E 0

3.25 5.00 8.25

1.578 -0.303 1.275

15 87

4.48 16.50 23.04 0.00 17.20 0.00 SCHED 40 WET STEEL

26.46 27.72

1.00 1.049 120

23.04 23.04 8.55

0.16921 3E 0

3.25 6.00 9.25

1.565 -0.303 1.262

C:\ ...\Z14 Reactors & Exchangers - Train B.fiw

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Tuesday, January 15, 2019, 8:28 AM

Fire - Fire Sprinkler Hydraulics Calculation Program Jacobs ZATE Al-Khobar, 31952

Elite Software Development, Inc. UPGRADE HYDROPROCESSING INTEGRITY-RR Page 35

Fire Sprinkler Output Data Overall Pipe Output Data (cont'd) Beg. End. Node

Nodal KFactor (K)

Elevation (feet)

Spk/Hose Discharge (gpm)

Residual Nom. Dia. Pressure Inside Dia. (psi) C-Value

q (gpm) Q (gpm) Velocity (fps)

F. L./ft (psi/ft) Fittings Type-Grp

Pipe-Len. Fit-Len. Tot-Len. (ft)

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

16 88

4.48 16.50 23.10 0.00 17.20 0.00 SCHED 40 WET STEEL

26.59 27.86

1.00 1.049 120

23.10 23.10 8.58

0.16998 3E 0

3.25 6.00 9.25

1.572 -0.303 1.269

87 88

0.00 17.20 0.00 0.00 17.20 0.00 SCHED 40 WET STEEL

27.72 27.86

2.00 2.067 120

0.00 23.04 2.20

0.00622 FT 0

10.10 12.00 22.10

0.137 0.000 0.137

17 89

4.48 16.50 23.38 0.00 17.20 0.00 SCHED 40 WET STEEL

27.25 28.38

1.00 1.049 120

23.38 23.38 8.68

0.17385 F2E 0

3.25 5.00 8.25

1.434 -0.303 1.131

88 89

0.00 17.20 0.00 0.00 17.20 0.00 SCHED 40 WET STEEL

27.86 28.38

2.00 2.067 120

0.00 46.15 4.41

0.02248 2FT 0

9.00 14.00 23.00

0.517 0.000 0.517

18 90

4.48 16.50 23.97 0.00 17.20 0.00 SCHED 40 WET STEEL

28.63 30.01

1.00 1.049 120

23.97 23.97 8.90

0.18202 3E 0

3.25 6.00 9.25

1.684 -0.303 1.381

89 90

0.00 17.20 0.00 0.00 17.20 0.00 SCHED 40 WET STEEL

28.38 30.01

2.00 2.067 120

0.00 69.53 6.65

0.04800 2F2ET 0

10.10 24.00 34.10

1.637 0.000 1.637

19 91

4.48 20.50 23.95 0.00 21.00 0.00 SCHED 40 WET STEEL

28.57 29.85

1.00 1.049 120

23.95 23.95 8.89

0.18166 F2E 0

3.25 5.00 8.25

1.499 -0.217 1.282

20 92

4.48 20.50 22.40 0.00 21.00 0.00 SCHED 40 WET STEEL

25.00 26.27

1.00 1.049 120

22.40 22.40 8.32

0.16055 3E 0

3.25 6.00 9.25

1.485 -0.217 1.269

21 93

4.48 20.50 22.46 0.00 21.00 0.00 SCHED 40 WET STEEL

25.12 26.40

1.00 1.049 120

22.46 22.46 8.34

0.16129 3E 0

3.25 6.00 9.25

1.492 -0.217 1.275

92 93

0.00 21.00 0.00 0.00 21.00 0.00 SCHED 40 WET STEEL

26.27 26.40

2.00 2.067 120

0.00 22.40 2.14

0.00590 FT 0

10.10 12.00 22.10

0.130 0.000 0.130

22 94

4.48 20.50 22.66 0.00 21.00 0.00 SCHED 40 WET STEEL

25.59 26.89

1.00 1.049 120

22.66 22.66 8.41

0.16405 3E 0

3.25 6.00 9.25

1.517 -0.217 1.301

93 94

0.00 21.00 0.00 0.00 21.00 0.00 SCHED 40 WET STEEL

26.40 26.89

2.00 2.067 120

0.00 44.86 4.29

0.02133 2FT 0

9.00 14.00 23.00

0.491 0.000 0.491

C:\ ...\Z14 Reactors & Exchangers - Train B.fiw

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Tuesday, January 15, 2019, 8:28 AM

Fire - Fire Sprinkler Hydraulics Calculation Program Jacobs ZATE Al-Khobar, 31952

Elite Software Development, Inc. UPGRADE HYDROPROCESSING INTEGRITY-RR Page 36

Fire Sprinkler Output Data Overall Pipe Output Data (cont'd) Beg. End. Node

Nodal KFactor (K)

Elevation (feet)

Spk/Hose Discharge (gpm)

Residual Nom. Dia. Pressure Inside Dia. (psi) C-Value

q (gpm) Q (gpm) Velocity (fps)

F. L./ft (psi/ft) Fittings Type-Grp

Pipe-Len. Fit-Len. Tot-Len. (ft)

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

23 95

4.48 20.50 23.32 0.00 21.00 0.00 SCHED 40 WET STEEL

27.10 28.48

1.00 1.049 120

23.32 23.32 8.66

0.17298 3E 0

3.25 6.00 9.25

1.600 -0.217 1.384

94 95

0.00 21.00 0.00 0.00 21.00 0.00 SCHED 40 WET STEEL

26.89 28.48

2.00 2.067 120

0.00 67.52 6.46

0.04546 2F2ET 0

11.00 24.00 35.00

1.591 0.000 1.591

24 96

4.48 2.00 25.67 0.00 1.10 0.00 SCHED 40 WET STEEL

32.83 33.63

1.00 1.049 120

25.67 25.67 9.53

0.20656 F 0

1.00 1.00 2.00

0.413 0.390 0.803

25 97

4.48 2.00 25.78 0.00 1.10 0.00 SCHED 40 WET STEEL

33.12 33.92

1.00 1.049 120

25.78 25.78 9.57

0.20826 F 0

1.00 1.00 2.00

0.417 0.390 0.806

96 97

0.00 1.10 0.00 0.00 1.10 0.00 SCHED 40 WET STEEL

33.63 33.92

2.00 2.067 120

0.00 25.67 2.45

0.00759 3ET 0

14.00 25.00 39.00

0.296 0.000 0.296

26 98

4.48 2.00 26.18 0.00 1.10 0.00 SCHED 40 WET STEEL

34.15 34.97

1.00 1.049 120

26.18 26.18 9.72

0.21428 F 0

1.00 1.00 2.00

0.429 0.390 0.818

97 98

0.00 1.10 0.00 0.00 1.10 0.00 SCHED 40 WET STEEL

33.92 34.97

2.00 2.067 120

0.00 51.45 4.92

0.02749 3ET 0

13.12 25.00 38.12

1.048 0.000 1.048

27 99

4.48 6.60 25.12 0.00 6.60 0.00 SCHED 40 WET STEEL

31.43 34.21

1.00 1.049 120

25.12 25.12 9.32

0.19843 2E 0

10.00 4.00 14.00

2.778 0.000 2.778

98 99

0.00 1.10 0.00 0.00 6.60 0.00 SCHED 40 WET STEEL

34.97 34.21

2.00 2.067 120

0.00 77.63 7.42

0.05885 2FET 0

8.50 19.00 27.50

1.618 -2.381 -0.763

28 100

4.48 9.00 25.28 0.00 10.30 0.00 SCHED 40 WET STEEL

31.83 32.68

1.00 1.049 120

25.28 25.28 9.38

0.20078 2E 0

3.00 4.00 7.00

1.405 -0.563 0.843

29 101

4.48 9.00 25.33 0.00 10.30 0.00 SCHED 40 WET STEEL

31.97 32.82

1.00 1.049 120

25.33 25.33 9.40

0.20157 2E 0

3.00 4.00 7.00

1.411 -0.563 0.848

100 101

0.00 10.30 0.00 0.00 10.30 0.00 SCHED 40 WET STEEL

32.68 32.82

2.00 2.067 120

0.00 25.28 2.42

0.00738 T 0

9.25 10.00 19.25

0.142 0.000 0.142

C:\ ...\Z14 Reactors & Exchangers - Train B.fiw

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Tuesday, January 15, 2019, 8:28 AM

Fire - Fire Sprinkler Hydraulics Calculation Program Jacobs ZATE Al-Khobar, 31952

Elite Software Development, Inc. UPGRADE HYDROPROCESSING INTEGRITY-RR Page 37

Fire Sprinkler Output Data Overall Pipe Output Data (cont'd) Beg. End. Node

Nodal KFactor (K)

Elevation (feet)

Spk/Hose Discharge (gpm)

Residual Nom. Dia. Pressure Inside Dia. (psi) C-Value

q (gpm) Q (gpm) Velocity (fps)

F. L./ft (psi/ft) Fittings Type-Grp

Pipe-Len. Fit-Len. Tot-Len. (ft)

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

30 102

4.48 9.00 25.50 0.00 10.30 0.00 SCHED 40 WET STEEL

32.40 33.26

1.00 1.049 120

25.50 25.50 9.47

0.20405 2E 0

3.00 4.00 7.00

1.428 -0.563 0.865

101 102

0.00 10.30 0.00 0.00 10.30 0.00 SCHED 40 WET STEEL

32.82 33.26

2.00 2.067 120

0.00 50.61 4.84

0.02667 T 0

6.60 10.00 16.60

0.443 0.000 0.443

31 103

4.48 9.50 25.35 0.00 10.30 0.00 SCHED 40 WET STEEL

32.02 33.09

1.00 1.049 120

25.35 25.35 9.41

0.20188 2E 0

3.00 4.00 7.00

1.413 -0.346 1.067

32 104

4.48 9.50 25.40 0.00 10.30 0.00 SCHED 40 WET STEEL

32.15 33.22

1.00 1.049 120

25.40 25.40 9.43

0.20263 2E 0

3.00 4.00 7.00

1.418 -0.346 1.072

103 104

0.00 10.30 0.00 0.00 10.30 0.00 SCHED 40 WET STEEL

33.09 33.22

2.00 2.067 120

0.00 25.35 2.42

0.00742 T 0

8.00 10.00 18.00

0.134 0.000 0.134

33 105

4.48 9.50 25.82 0.00 10.30 0.00 SCHED 40 WET STEEL

33.21 34.32

1.00 1.049 120

25.82 25.82 9.58

0.20878 2E 0

3.00 4.00 7.00

1.461 -0.346 1.115

104 105

0.00 10.30 0.00 0.00 10.30 0.00 SCHED 40 WET STEEL

33.22 34.32

2.00 2.067 120

0.00 50.75 4.85

0.02681 4ET 0

11.00 30.00 41.00

1.099 0.000 1.099

34 106

4.48 23.00 23.69 0.00 24.00 0.00 SCHED 40 WET STEEL

27.95 29.16

1.00 1.049 120

23.69 23.69 8.79

0.17803 3E 0

3.20 6.00 9.20

1.638 -0.433 1.205

35 107

4.48 23.00 23.82 0.00 24.00 0.00 SCHED 40 WET STEEL

28.27 29.31

1.00 1.049 120

23.82 23.82 8.84

0.17989 F2E 0

3.20 5.00 8.20

1.475 -0.433 1.042

106 107

0.00 24.00 0.00 0.00 24.00 0.00 SCHED 40 WET STEEL

29.16 29.31

2.00 2.067 120

0.00 23.69 2.26

0.00655 2FT 0

9.50 14.00 23.50

0.154 0.000 0.154

36 108

4.48 23.00 23.94 0.00 24.00 0.00 SCHED 40 WET STEEL

28.55 29.79

1.00 1.049 120

23.94 23.94 8.89

0.18154 3E 0

3.20 6.00 9.20

1.670 -0.433 1.237

107 108

0.00 24.00 0.00 0.00 24.00 0.00 SCHED 40 WET STEEL

29.31 29.79

2.00 2.067 120

0.00 47.51 4.54

0.02372 FT 0

8.00 12.00 20.00

0.474 0.000 0.474

C:\ ...\Z14 Reactors & Exchangers - Train B.fiw

88 of 342

Tuesday, January 15, 2019, 8:28 AM

Fire - Fire Sprinkler Hydraulics Calculation Program Jacobs ZATE Al-Khobar, 31952

Elite Software Development, Inc. UPGRADE HYDROPROCESSING INTEGRITY-RR Page 38

Fire Sprinkler Output Data Overall Pipe Output Data (cont'd) Beg. End. Node

Nodal KFactor (K)

Elevation (feet)

Spk/Hose Discharge (gpm)

Residual Nom. Dia. Pressure Inside Dia. (psi) C-Value

q (gpm) Q (gpm) Velocity (fps)

F. L./ft (psi/ft) Fittings Type-Grp

Pipe-Len. Fit-Len. Tot-Len. (ft)

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

37 109

4.48 23.00 24.06 0.00 24.00 0.00 SCHED 40 WET STEEL

28.83 30.08

1.00 1.049 120

24.06 24.06 8.93

0.18320 3E 0

3.20 6.00 9.20

1.685 -0.433 1.252

38 110

4.48 23.00 24.12 0.00 24.00 0.00 SCHED 40 WET STEEL

28.99 30.25

1.00 1.049 120

24.12 24.12 8.95

0.18414 3E 0

3.20 6.00 9.20

1.694 -0.433 1.261

109 110

0.00 24.00 0.00 0.00 24.00 0.00 SCHED 40 WET STEEL

30.08 30.25

2.00 2.067 120

0.00 24.06 2.30

0.00674 2FT 0

11.00 14.00 25.00

0.168 0.000 0.168

39 111

4.48 17.20 24.24 0.00 17.70 0.00 SCHED 40 WET STEEL

29.27 30.76

1.00 1.049 120

24.24 24.24 9.00

0.18577 3E 0

3.20 6.00 9.20

1.709 -0.217 1.493

40 112

4.48 17.20 24.38 0.00 17.70 0.00 SCHED 40 WET STEEL

29.60 30.93

1.00 1.049 120

24.38 24.38 9.05

0.18773 F2E 0

3.20 5.00 8.20

1.539 -0.217 1.323

111 112

0.00 17.70 0.00 0.00 17.70 0.00 SCHED 40 WET STEEL

30.76 30.93

2.00 2.067 120

0.00 24.24 2.32

0.00683 2FT 0

10.00 14.00 24.00

0.164 0.000 0.164

41 113

4.48 17.20 24.50 0.00 17.70 0.00 SCHED 40 WET STEEL

29.90 31.42

1.00 1.049 120

24.50 24.50 9.09

0.18944 3E 0

3.20 6.00 9.20

1.743 -0.217 1.526

112 113

0.00 17.70 0.00 0.00 17.70 0.00 SCHED 40 WET STEEL

30.93 31.42

2.00 2.067 120

0.00 48.61 4.65

0.02476 FT 0

8.00 12.00 20.00

0.495 0.000 0.495

42 114

4.48 17.20 24.62 0.00 17.70 0.00 SCHED 40 WET STEEL

30.19 31.73

1.00 1.049 120

24.62 24.62 9.14

0.19117 3E 0

3.20 6.00 9.20

1.759 -0.217 1.542

43 115

4.48 17.20 24.68 0.00 17.70 0.00 SCHED 40 WET STEEL

30.36 31.91

1.00 1.049 120

24.68 24.68 9.16

0.19214 3E 0

3.20 6.00 9.20

1.768 -0.217 1.551

114 115

0.00 17.70 0.00 0.00 17.70 0.00 SCHED 40 WET STEEL

31.73 31.91

2.00 2.067 120

0.00 24.62 2.35

0.00703 2FT 0

11.00 14.00 25.00

0.176 0.000 0.176

44 116

4.48 11.50 25.06 0.00 12.00 0.00 SCHED 40 WET STEEL

31.29 32.89

1.00 1.049 120

25.06 25.06 9.30

0.19758 3E 0

3.20 6.00 9.20

1.818 -0.217 1.601

C:\ ...\Z14 Reactors & Exchangers - Train B.fiw

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Tuesday, January 15, 2019, 8:28 AM

Fire - Fire Sprinkler Hydraulics Calculation Program Jacobs ZATE Al-Khobar, 31952

Elite Software Development, Inc. UPGRADE HYDROPROCESSING INTEGRITY-RR Page 39

Fire Sprinkler Output Data Overall Pipe Output Data (cont'd) Beg. End. Node

Nodal KFactor (K)

Elevation (feet)

Spk/Hose Discharge (gpm)

Residual Nom. Dia. Pressure Inside Dia. (psi) C-Value

q (gpm) Q (gpm) Velocity (fps)

F. L./ft (psi/ft) Fittings Type-Grp

Pipe-Len. Fit-Len. Tot-Len. (ft)

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

45 117

4.48 11.50 25.22 0.00 12.00 0.00 SCHED 40 WET STEEL

31.68 33.10

1.00 1.049 120

25.22 25.22 9.36

0.19987 F2E 0

3.20 5.00 8.20

1.639 -0.217 1.422

116 117

0.00 12.00 0.00 0.00 12.00 0.00 SCHED 40 WET STEEL

32.89 33.10

2.00 2.067 120

0.00 25.06 2.40

0.00726 5FT 0

9.50 20.00 29.50

0.214 0.000 0.214

46 118

4.48 11.50 25.34 0.00 12.00 0.00 SCHED 40 WET STEEL

32.00 33.64

1.00 1.049 120

25.34 25.34 9.41

0.20176 3E 0

3.20 6.00 9.20

1.856 -0.217 1.640

117 118

0.00 12.00 0.00 0.00 12.00 0.00 SCHED 40 WET STEEL

33.10 33.64

2.00 2.067 120

0.00 50.27 4.81

0.02634 FT 0

8.50 12.00 20.50

0.540 0.000 0.540

47 119

4.48 11.50 25.41 0.00 12.00 0.00 SCHED 40 WET STEEL

32.18 33.82

1.00 1.049 120

25.41 25.41 9.43

0.20276 3E 0

3.20 6.00 9.20

1.865 -0.217 1.649

48 120

4.48 11.50 25.54 0.00 12.00 0.00 SCHED 40 WET STEEL

32.49 34.16

1.00 1.049 120

25.54 25.54 9.48

0.20462 3E 0

3.20 6.00 9.20

1.883 -0.217 1.666

119 120

0.00 12.00 0.00 0.00 12.00 0.00 SCHED 40 WET STEEL

33.82 34.16

2.00 2.067 120

0.00 25.41 2.43

0.00746 F4ET 0

13.10 32.00 45.10

0.336 0.000 0.336

49 121

4.48 21.00 24.68 0.00 15.60 0.00 SCHED 40 WET STEEL

30.35 35.19

1.00 1.049 120

24.68 24.68 9.16

0.19212 3E 0

7.00 6.00 13.00

2.498 2.338 4.836

50 122

4.48 16.40 25.89 0.00 15.60 0.00 SCHED 40 WET STEEL

33.40 35.27

1.00 1.049 120

25.89 25.89 9.61

0.20987 2FE 0

3.30 4.00 7.30

1.532 0.346 1.878

121 122

0.00 15.60 0.00 0.00 15.60 0.00 SCHED 40 WET STEEL

35.19 35.27

2.00 2.067 120

0.00 24.68 2.36

0.00706 T 0

2.00 10.00 12.00

0.085 0.000 0.085

51 123

4.48 16.40 25.02 0.00 15.60 0.00 SCHED 40 WET STEEL

31.20 32.23

1.00 1.049 120

25.02 25.02 9.29

0.19706 E 0

1.50 2.00 3.50

0.690 0.346 1.036

52 124

4.48 21.00 23.65 0.00 15.60 0.00 SCHED 40 WET STEEL

27.86 32.33

1.00 1.049 120

23.65 23.65 8.78

0.17748 F2E 0

7.00 5.00 12.00

2.130 2.338 4.468

C:\ ...\Z14 Reactors & Exchangers - Train B.fiw

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Fire - Fire Sprinkler Hydraulics Calculation Program Jacobs ZATE Al-Khobar, 31952

Elite Software Development, Inc. UPGRADE HYDROPROCESSING INTEGRITY-RR Page 40

Fire Sprinkler Output Data Overall Pipe Output Data (cont'd) Beg. End. Node

Nodal KFactor (K)

Elevation (feet)

Spk/Hose Discharge (gpm)

Residual Nom. Dia. Pressure Inside Dia. (psi) C-Value

q (gpm) Q (gpm) Velocity (fps)

F. L./ft (psi/ft) Fittings Type-Grp

Pipe-Len. Fit-Len. Tot-Len. (ft)

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

123 124

0.00 15.60 0.00 0.00 15.60 0.00 SCHED 40 WET STEEL

32.23 32.33

2.00 2.067 120

0.00 25.02 2.39

0.00725 T 0

3.00 10.00 13.00

0.094 0.000 0.094

53 125

4.48 16.40 25.24 0.00 15.60 0.00 SCHED 40 WET STEEL

31.75 32.80

1.00 1.049 120

25.24 25.24 9.37

0.20030 E 0

1.50 2.00 3.50

0.701 0.346 1.047

124 125

0.00 15.60 0.00 0.00 15.60 0.00 SCHED 40 WET STEEL

32.33 32.80

2.00 2.067 120

0.00 48.67 4.65

0.02481 FT 0

7.00 12.00 19.00

0.471 0.000 0.471

54 126

4.48 16.40 25.60 0.00 15.60 0.00 SCHED 40 WET STEEL

32.65 34.36

1.00 1.049 120

25.60 25.60 9.50

0.20554 2FE 0

2.62 4.00 6.62

1.361 0.346 1.707

125 126

0.00 15.60 0.00 0.00 15.60 0.00 SCHED 40 WET STEEL

32.80 34.36

2.00 2.067 120

0.00 73.91 7.07

0.05375 3FT 0

13.00 16.00 29.00

1.559 0.000 1.559

55 127

4.48 11.00 26.74 0.00 11.50 0.00 SCHED 40 WET STEEL

35.61 37.47

1.00 1.049 120

26.74 26.74 9.92

0.22273 3E 0

3.30 6.00 9.30

2.071 -0.217 1.855

56 128

4.48 11.00 26.21 0.00 11.50 0.00 SCHED 40 WET STEEL

34.22 35.78

1.00 1.049 120

26.21 26.21 9.73

0.21466 F2E 0

3.30 5.00 8.30

1.782 -0.217 1.565

57 129

4.48 11.00 26.20 0.00 11.50 0.00 SCHED 40 WET STEEL

34.20 35.98

1.00 1.049 120

26.20 26.20 9.73

0.21457 3E 0

3.30 6.00 9.30

1.995 -0.217 1.779

128 129

0.00 11.50 0.00 0.00 11.50 0.00 SCHED 40 WET STEEL

35.78 35.98

2.00 2.067 120

0.00 26.21 2.51

0.00789 2FT 0

11.20 14.00 25.20

0.199 0.000 0.199

58 130

4.48 11.00 26.52 0.00 11.50 0.00 SCHED 40 WET STEEL

35.05 36.65

1.00 1.049 120

26.52 26.52 9.85

0.21945 F2E 0

3.30 5.00 8.30

1.821 -0.217 1.605

129 130

0.00 11.50 0.00 0.00 11.50 0.00 SCHED 40 WET STEEL

35.98 36.65

2.00 2.067 120

0.00 52.41 5.01

0.02845 2FT 0

9.50 14.00 23.50

0.669 0.000 0.669

59 131

4.48 16.40 25.33 0.00 15.70 0.00 SCHED 40 WET STEEL

31.98 33.62

1.00 1.049 120

25.33 25.33 9.40

0.20162 2FE 0

2.62 4.00 6.62

1.335 0.303 1.638

C:\ ...\Z14 Reactors & Exchangers - Train B.fiw

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Tuesday, January 15, 2019, 8:28 AM

Fire - Fire Sprinkler Hydraulics Calculation Program Jacobs ZATE Al-Khobar, 31952

Elite Software Development, Inc. UPGRADE HYDROPROCESSING INTEGRITY-RR Page 41

Fire Sprinkler Output Data Overall Pipe Output Data (cont'd) Beg. End. Node

Nodal KFactor (K)

Elevation (feet)

Spk/Hose Discharge (gpm)

Residual Nom. Dia. Pressure Inside Dia. (psi) C-Value

q (gpm) Q (gpm) Velocity (fps)

F. L./ft (psi/ft) Fittings Type-Grp

Pipe-Len. Fit-Len. Tot-Len. (ft)

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

131 132

0.00 15.70 0.00 0.00 15.70 0.00 SCHED 40 WET STEEL

33.62 32.83

2.00 2.067 120

0.00 81.57 7.80

0.06450 T 0

2.25 10.00 12.25

0.790 0.000 0.790

60 132

4.48 21.00 23.86 0.00 15.70 0.00 SCHED 40 WET STEEL

28.37 32.83

1.00 1.049 120

23.86 23.86 8.86

0.18046 F2E 0

7.00 5.00 12.00

2.166 2.295 4.460

132 133

0.00 15.70 0.00 0.00 15.70 0.00 SCHED 40 WET STEEL

32.83 32.21

2.00 2.067 120

0.00 57.71 5.52

0.03400 FT 0

6.00 12.00 18.00

0.612 0.000 0.612

61 133

4.48 21.00 23.65 0.00 15.70 0.00 SCHED 40 WET STEEL

27.88 32.21

1.00 1.049 120

23.65 23.65 8.78

0.17758 F2E 0

6.50 5.00 11.50

2.042 2.295 4.337

133 134

0.00 15.70 0.00 0.00 15.70 0.00 SCHED 40 WET STEEL

32.21 31.97

2.00 2.067 120

0.00 34.06 3.26

0.01282 2FT 0

5.00 14.00 19.00

0.243 0.000 0.243

62 134

4.48 16.40 24.94 0.00 15.70 0.00 SCHED 40 WET STEEL

30.98 31.97

1.00 1.049 120

24.94 24.94 9.26

0.19581 E 0

1.50 2.00 3.50

0.685 0.303 0.988

134 135

0.00 15.70 0.00 0.00 15.70 0.00 SCHED 40 WET STEEL

31.97 31.95

2.00 2.067 120

9.12 9.12 0.87

0.00112 FT 0

7.00 12.00 19.00

0.021 0.000 0.021

63 135

4.48 21.00 23.44 0.00 15.70 0.00 SCHED 40 WET STEEL

27.38 31.95

1.00 1.049 120

23.44 23.44 8.70

0.17467 3E 0

7.00 6.00 13.00

2.271 2.295 4.566

64 136

4.48 16.40 24.70 0.00 15.70 0.00 SCHED 40 WET STEEL

30.40 31.98

1.00 1.049 120

24.70 24.70 9.17

0.19242 2FE 0

2.62 4.00 6.62

1.274 0.303 1.577

135 136

0.00 15.70 0.00 0.00 15.70 0.00 SCHED 40 WET STEEL

31.95 31.98

2.00 2.067 120

14.32 14.32 1.37

0.00258 T 0

2.00 10.00 12.00

0.031 0.000 0.031

65 137

4.48 16.40 24.47 0.00 15.70 0.00 SCHED 40 WET STEEL

29.84 32.34

1.00 1.049 120

24.47 24.47 9.08

0.18911 F2E 0

6.60 5.00 11.60

2.194 0.303 2.497

136 137

0.00 15.70 0.00 0.00 15.70 0.00 SCHED 40 WET STEEL

31.98 32.34

2.00 2.067 120

0.00 39.03 3.73

0.01649 2FT 0

7.50 14.00 21.50

0.355 0.000 0.355

C:\ ...\Z14 Reactors & Exchangers - Train B.fiw

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Tuesday, January 15, 2019, 8:28 AM

Fire - Fire Sprinkler Hydraulics Calculation Program Jacobs ZATE Al-Khobar, 31952

Elite Software Development, Inc. UPGRADE HYDROPROCESSING INTEGRITY-RR Page 42

Fire Sprinkler Output Data Overall Pipe Output Data (cont'd) Beg. End. Node

Nodal KFactor (K)

Elevation (feet)

Spk/Hose Discharge (gpm)

Residual Nom. Dia. Pressure Inside Dia. (psi) C-Value

q (gpm) Q (gpm) Velocity (fps)

F. L./ft (psi/ft) Fittings Type-Grp

Pipe-Len. Fit-Len. Tot-Len. (ft)

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

66 138

4.48 16.40 24.94 0.00 15.70 0.00 SCHED 40 WET STEEL

30.99 32.78

1.00 1.049 120

24.94 24.94 9.26

0.19583 F2E 0

2.62 5.00 7.62

1.492 0.303 1.795

137 138

0.00 15.70 0.00 0.00 15.70 0.00 SCHED 40 WET STEEL

32.34 32.78

2.00 2.067 120

0.00 63.50 6.07

0.04058 T 0

1.00 10.00 11.00

0.446 0.000 0.446

67 139

4.48 11.00 26.35 0.00 11.50 0.00 SCHED 40 WET STEEL

34.60 36.18

1.00 1.049 120

26.35 26.35 9.78

0.21685 F2E 0

3.30 5.00 8.30

1.800 -0.217 1.583

139 140

0.00 11.50 0.00 0.00 11.50 0.00 SCHED 40 WET STEEL

36.18 35.90

2.00 2.067 120

0.00 32.78 3.13

0.01194 2FT 0

9.50 14.00 23.50

0.281 0.000 0.281

68 140

4.48 11.00 26.17 0.00 11.50 0.00 SCHED 40 WET STEEL

34.13 35.90

1.00 1.049 120

26.17 26.17 9.72

0.21411 3E 0

3.30 6.00 9.30

1.991 -0.217 1.775

140 141

0.00 11.50 0.00 0.00 11.50 0.00 SCHED 40 WET STEEL

35.90 35.89

2.00 2.067 120

6.61 6.61 0.63

0.00062 2FT 0

9.50 14.00 23.50

0.014 0.000 0.014

69 141

4.48 11.00 26.24 0.00 11.50 0.00 SCHED 40 WET STEEL

34.32 35.89

1.00 1.049 120

26.24 26.24 9.74

0.21522 F2E 0

3.30 5.00 8.30

1.786 -0.217 1.570

70 142

4.48 11.00 26.21 0.00 11.50 0.00 SCHED 40 WET STEEL

34.22 35.99

1.00 1.049 120

26.21 26.21 9.73

0.21463 3E 0

3.30 6.00 9.30

1.996 -0.217 1.780

141 142

0.00 11.50 0.00 0.00 11.50 0.00 SCHED 40 WET STEEL

35.89 35.99

2.00 2.067 120

19.64 19.64 1.88

0.00463 2FT 0

9.50 14.00 23.50

0.109 0.000 0.109

71 143

4.48 21.00 26.91 0.00 16.20 0.00 SCHED 40 WET STEEL

36.07 40.87

1.00 1.049 120

26.91 26.91 9.99

0.22538 3E 0

6.05 6.00 12.05

2.716 2.078 4.794

143 144

0.00 16.20 0.00 0.00 16.20 0.00 SCHED 40 WET STEEL FBE LINED

40.87 39.74

6.00 6.065

0.00 951.17

0.02768 T

6.00 34.80

1.129 0.000

130

10.56

0

40.80

1.129

4.48 21.00 26.51 0.00 16.20 0.00 SCHED 40 WET STEEL

35.02 39.74

1.00 1.049 120

26.51 26.51 9.84

0.21928 3E 0

6.05 6.00 12.05

2.642 2.078 4.721

72 144

C:\ ...\Z14 Reactors & Exchangers - Train B.fiw

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Tuesday, January 15, 2019, 8:28 AM

Fire - Fire Sprinkler Hydraulics Calculation Program Jacobs ZATE Al-Khobar, 31952

Elite Software Development, Inc. UPGRADE HYDROPROCESSING INTEGRITY-RR Page 43

Fire Sprinkler Output Data Overall Pipe Output Data (cont'd) Beg. End. Node 144 169

Nodal KFactor (K)

Elevation (feet)

Spk/Hose Discharge (gpm)

q (gpm) Q (gpm) Velocity (fps)

F. L./ft (psi/ft) Fittings Type-Grp

Pipe-Len. Fit-Len. Tot-Len. (ft)

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

6.00 6.065

0.00 924.66

0.02627 T

6.00 34.80

1.072 0.000

130

10.27

0

40.80

1.072

Residual Nom. Dia. Pressure Inside Dia. (psi) C-Value

0.00 16.20 0.00 0.00 16.20 0.00 SCHED 40 WET STEEL FBE LINED

39.74 38.67

76 145

0.00 7.50 0.00 0.00 9.20 0.00 SCHED 40 WET STEEL

38.17 38.74

2.00 2.067 120

0.00 108.06 10.33

0.10851 T 0

2.00 10.00 12.00

1.302 -0.736 0.566

80 145

0.00 10.50 0.00 0.00 9.20 0.00 SCHED 40 WET STEEL

35.47 38.74

2.00 2.067 120

0.00 102.45 9.80

0.09833 2FET 0

8.50 19.00 27.50

2.704 0.563 3.267

145 146

0.00 9.20 0.00 0.00 15.00 0.00 SCHED 40 WET STEEL FBE LINED

38.74 39.31

3.00 3.068

0.00 210.51

0.04696 2F2ET

25.00 40.64

3.083 -2.511

130

9.14

0

65.64

0.571

81 147

0.00 12.10 0.00 0.00 12.10 0.00 SCHED 40 WET STEEL

35.12 35.22

2.00 2.067 120

0.00 25.98 2.48

0.00777 T 0

2.65 10.00 12.65

0.098 0.000 0.098

85 147

0.00 12.10 0.00 0.00 12.10 0.00 SCHED 40 WET STEEL

33.49 35.22

2.00 2.067 120

0.00 99.19 9.48

0.09262 FT 0

6.70 12.00 18.70

1.732 0.000 1.732

86 148

0.00 17.20 0.00 0.00 17.20 0.00 SCHED 40 WET STEEL

31.48 31.57

2.00 2.067 120

0.00 24.62 2.35

0.00703 T 0

2.65 10.00 12.65

0.089 0.000 0.089

90 148

0.00 17.20 0.00 0.00 17.20 0.00 SCHED 40 WET STEEL

30.01 31.57

2.00 2.067 120

0.00 93.50 8.94

0.08303 FT 0

6.70 12.00 18.70

1.553 0.000 1.553

91 149

0.00 21.00 0.00 0.00 21.00 0.00 SCHED 40 WET STEEL

29.85 29.94

2.00 2.067 120

0.00 23.95 2.29

0.00668 T 0

2.65 10.00 12.65

0.084 0.000 0.084

95 149

0.00 21.00 0.00 0.00 21.00 0.00 SCHED 40 WET STEEL

28.48 29.94

2.00 2.067 120

0.00 90.84 8.69

0.07871 FT 0

6.50 12.00 18.50

1.456 0.000 1.456

148 150

0.00 17.20 0.00 0.00 19.10 0.00 SCHED 40 WET STEEL FBE LINED

31.57 31.06

3.00 3.068

0.00 118.12

0.01612 T

2.00 17.40

0.313 -0.823

130

5.13

0

19.40

-0.510

C:\ ...\Z14 Reactors & Exchangers - Train B.fiw

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Tuesday, January 15, 2019, 8:28 AM

Fire - Fire Sprinkler Hydraulics Calculation Program Jacobs ZATE Al-Khobar, 31952

Elite Software Development, Inc. UPGRADE HYDROPROCESSING INTEGRITY-RR Page 44

Fire Sprinkler Output Data Overall Pipe Output Data (cont'd) Beg. End. Node 149 150

Nodal KFactor (K)

Elevation (feet)

Spk/Hose Discharge (gpm)

q (gpm) Q (gpm) Velocity (fps)

F. L./ft (psi/ft) Fittings Type-Grp

Pipe-Len. Fit-Len. Tot-Len. (ft)

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

3.00 3.068

0.00 114.78

0.01529 T

2.00 17.40

0.297 0.823

130

4.98

0

19.40

1.119

3.00 3.068

0.00 125.17

0.01795 FT

6.00 20.90

0.483 -2.338

130

5.43

0

26.90

-1.855

3.00 3.068

0.00 232.91

0.05662 ET

3.00 25.52

1.615 0.693

130

10.11

0

28.52

2.308

4.00 4.026

0.00 210.51

0.01250 T

26.00 23.20

0.615 0.000

130

5.31

0

49.20

0.615

3.00 3.068

0.00 358.08

0.12548 ET

18.15 25.52

5.480 1.083

130

15.54

0

43.67

6.562

Residual Nom. Dia. Pressure Inside Dia. (psi) C-Value

0.00 21.00 0.00 0.00 19.10 0.00 SCHED 40 WET STEEL FBE LINED

29.94 31.06

0.00 12.10 0.00 0.00 17.50 0.00 SCHED 40 WET STEEL FBE LINED

35.22 33.36

0.00 19.10 0.00 0.00 17.50 0.00 SCHED 40 WET STEEL FBE LINED

31.06 33.36

0.00 15.00 0.00 0.00 15.00 0.00 SCHED 40 WET STEEL FBE LINED

39.31 39.93

0.00 17.50 0.00 0.00 15.00 0.00 SCHED 40 WET STEEL FBE LINED

33.36 39.93

99 153

0.00 6.60 0.00 0.00 10.30 0.00 SCHED 40 WET STEEL

34.21 33.94

2.00 2.067 120

0.00 102.75 9.82

0.09886 T 0

3.50 10.00 13.50

1.335 -1.602 -0.268

102 153

0.00 10.30 0.00 0.00 10.30 0.00 SCHED 40 WET STEEL

33.26 33.94

2.00 2.067 120

0.00 76.11 7.28

0.05673 T 0

2.00 10.00 12.00

0.681 0.000 0.681

105 154

0.00 10.30 0.00 0.00 10.30 0.00 SCHED 40 WET STEEL

34.32 35.30

2.00 2.067 120

0.00 76.57 7.32

0.05738 T 0

7.00 10.00 17.00

0.975 0.000 0.975

153 154

0.00 10.30 0.00 0.00 10.30 0.00 SCHED 40 WET STEEL FBE LINED

33.94 35.30

3.00 3.068

0.00 178.86

0.03474 ET

13.50 25.52

1.355 0.000

130

7.76

0

39.02

1.355

0.00 15.00 0.00 0.00 15.00 0.00 SCHED 40 WET STEEL FBE LINED

39.93 40.34

6.00 6.065

0.00 568.59

0.01068 T

4.00 34.80

0.415 0.000

130

6.31

0

38.80

0.415

147 151

150 151

146 152

151 152

152 155

C:\ ...\Z14 Reactors & Exchangers - Train B.fiw

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Tuesday, January 15, 2019, 8:28 AM

Fire - Fire Sprinkler Hydraulics Calculation Program Jacobs ZATE Al-Khobar, 31952

Elite Software Development, Inc. UPGRADE HYDROPROCESSING INTEGRITY-RR Page 45

Fire Sprinkler Output Data Overall Pipe Output Data (cont'd) Beg. End. Node 154 155

Nodal KFactor (K)

Elevation (feet)

Spk/Hose Discharge (gpm)

q (gpm) Q (gpm) Velocity (fps)

F. L./ft (psi/ft) Fittings Type-Grp

Pipe-Len. Fit-Len. Tot-Len. (ft)

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

3.00 3.068

0.00 255.43

0.06716 2F4ET

48.50 56.88

7.078 -2.035

130

11.09

0

105.38

5.043

Residual Nom. Dia. Pressure Inside Dia. (psi) C-Value

0.00 10.30 0.00 0.00 15.00 0.00 SCHED 40 WET STEEL FBE LINED

35.30 40.34

108 156

0.00 24.00 0.00 0.00 24.00 0.00 SCHED 40 WET STEEL

29.79 30.65

2.00 2.067 120

0.00 71.44 6.83

0.05047 FT 0

5.00 12.00 17.00

0.858 0.000 0.858

110 156

0.00 24.00 0.00 0.00 24.00 0.00 SCHED 40 WET STEEL

30.25 30.65

2.00 2.067 120

0.00 48.18 4.61

0.02435 FT 0

4.10 12.00 16.10

0.392 0.000 0.392

113 157

0.00 17.70 0.00 0.00 17.70 0.00 SCHED 40 WET STEEL

31.42 32.32

2.00 2.067 120

0.00 73.11 6.99

0.05267 FT 0

5.00 12.00 17.00

0.895 0.000 0.895

115 157

0.00 17.70 0.00 0.00 17.70 0.00 SCHED 40 WET STEEL

31.91 32.32

2.00 2.067 120

0.00 49.30 4.71

0.02541 FT 0

4.10 12.00 16.10

0.409 0.000 0.409

118 158

0.00 12.00 0.00 0.00 12.00 0.00 SCHED 40 WET STEEL

33.64 34.60

2.00 2.067 120

0.00 75.62 7.23

0.05606 FT 0

5.00 12.00 17.00

0.953 0.000 0.953

120 158

0.00 12.00 0.00 0.00 12.00 0.00 SCHED 40 WET STEEL

34.16 34.60

2.00 2.067 120

0.00 50.95 4.87

0.02700 FT 0

4.10 12.00 16.10

0.435 0.000 0.435

157 159

0.00 17.70 0.00 0.00 17.70 0.00 SCHED 40 WET STEEL FBE LINED

32.32 32.64

3.00 3.068

0.00 122.41

0.01722 T

1.50 17.40

0.326 0.000

130

5.31

0

18.90

0.326

0.00 12.00 0.00 0.00 17.70 0.00 SCHED 40 WET STEEL FBE LINED

34.60 32.64

3.00 3.068

0.00 126.57

0.01832 FT

7.25 20.90

0.516 -2.468

130

5.49

0

28.15

-1.952

0.00 24.00 0.00 0.00 18.70 0.00 SCHED 40 WET STEEL FBE LINED

30.65 33.39

3.00 3.068

0.00 119.62

0.01650 FT

6.25 20.90

0.448 2.295

130

5.19

0

27.15

2.743

0.00 17.70 0.00 0.00 18.70 0.00 SCHED 40 WET STEEL FBE LINED

32.64 33.39

3.00 3.068

0.00 248.97

0.06406 T

1.00 17.40

1.179 -0.433

130

10.81

0

18.40

0.746

158 159

156 160

159 160

C:\ ...\Z14 Reactors & Exchangers - Train B.fiw

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Fire - Fire Sprinkler Hydraulics Calculation Program Jacobs ZATE Al-Khobar, 31952

Elite Software Development, Inc. UPGRADE HYDROPROCESSING INTEGRITY-RR Page 46

Fire Sprinkler Output Data Overall Pipe Output Data (cont'd) Beg. End. Node 160 161

Nodal KFactor (K)

Elevation (feet)

Spk/Hose Discharge (gpm)

q (gpm) Q (gpm) Velocity (fps)

F. L./ft (psi/ft) Fittings Type-Grp

Pipe-Len. Fit-Len. Tot-Len. (ft)

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

3.00 3.068

0.00 368.60

0.13238 ET

4.50 25.52

3.974 1.083

130

16.00

0

30.02

5.057

Residual Nom. Dia. Pressure Inside Dia. (psi) C-Value

0.00 18.70 0.00 0.00 16.20 0.00 SCHED 40 WET STEEL FBE LINED

33.39 38.44

122 162

0.00 15.60 0.00 0.00 15.60 0.00 SCHED 40 WET STEEL

35.27 35.76

2.00 2.067 120

0.00 50.57 4.84

0.02663 FT 0

6.10 12.00 18.10

0.482 0.000 0.482

126 162

0.00 15.60 0.00 0.00 15.60 0.00 SCHED 40 WET STEEL

34.36 35.76

2.00 2.067 120

0.00 99.51 9.51

0.09318 FT 0

3.00 12.00 15.00

1.398 0.000 1.398

127 163

0.00 11.50 0.00 0.00 11.50 0.00 SCHED 40 WET STEEL

37.47 37.62

2.00 2.067 120

0.00 26.74 2.56

0.00819 FT 0

7.00 12.00 19.00

0.156 0.000 0.156

130 163

0.00 11.50 0.00 0.00 11.50 0.00 SCHED 40 WET STEEL

36.65 37.62

2.00 2.067 120

0.00 78.93 7.55

0.06069 FT 0

4.00 12.00 16.00

0.971 0.000 0.971

162 164

0.00 15.60 0.00 0.00 15.60 0.00 SCHED 40 WET STEEL FBE LINED

35.76 36.28

3.00 3.068

0.00 150.09

0.02511 T

3.50 17.40

0.525 0.000

130

6.51

0

20.90

0.525

0.00 11.50 0.00 0.00 15.60 0.00 SCHED 40 WET STEEL FBE LINED

37.62 36.28

3.00 3.068

0.00 105.66

0.01312 ET

7.50 25.52

0.433 -1.775

130

4.59

0

33.02

-1.342

131 165

0.00 15.70 0.00 0.00 15.70 0.00 SCHED 40 WET STEEL

33.62 34.15

2.00 2.067 120

0.00 106.91 10.22

0.10638 F 0

3.00 2.00 5.00

0.532 0.000 0.532

138 165

0.00 15.70 0.00 0.00 15.70 0.00 SCHED 40 WET STEEL

32.78 34.15

2.00 2.067 120

0.00 88.44 8.46

0.07490 FT 0

6.25 12.00 18.25

1.367 0.000 1.367

139 166

0.00 11.50 0.00 0.00 11.50 0.00 SCHED 40 WET STEEL

36.18 36.39

2.00 2.067 120

0.00 59.13 5.65

0.03557 F 0

4.00 2.00 6.00

0.213 0.000 0.213

142 166

0.00 11.50 0.00 0.00 11.50 0.00 SCHED 40 WET STEEL

35.99 36.39

2.00 2.067 120

0.00 45.84 4.38

0.02221 FT 0

6.00 12.00 18.00

0.400 0.000 0.400

163 164

C:\ ...\Z14 Reactors & Exchangers - Train B.fiw

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Tuesday, January 15, 2019, 8:28 AM

Fire - Fire Sprinkler Hydraulics Calculation Program Jacobs ZATE Al-Khobar, 31952

Elite Software Development, Inc. UPGRADE HYDROPROCESSING INTEGRITY-RR Page 47

Fire Sprinkler Output Data Overall Pipe Output Data (cont'd) Beg. End. Node 165 167

166 167

164 168

167 168

161 169

168 169

155 170

143 171

170 171

171 172

Nodal KFactor (K)

Elevation (feet)

Spk/Hose Discharge (gpm)

0.00 15.70 0.00 0.00 15.70 0.00 SCHED 40 WET STEEL FBE LINED

34.15 35.00

0.00 11.50 0.00 0.00 15.70 0.00 SCHED 40 WET STEEL FBE LINED

36.39 35.00

0.00 15.60 0.00 0.00 19.20 0.00 SCHED 40 WET STEEL FBE LINED

36.28 36.98

0.00 15.70 0.00 0.00 19.20 0.00 SCHED 40 WET STEEL FBE LINED

35.00 36.98

0.00 16.20 0.00 0.00 16.20 0.00 SCHED 40 WET STEEL FBE LINED

38.44 38.67

0.00 19.20 0.00 0.00 16.20 0.00 SCHED 40 WET STEEL FBE LINED

36.98 38.67

0.00 15.00 0.00 0.00 16.50 0.00 SCHED 40 WET STEEL FBE LINED

40.34 42.36

0.00 16.20 0.00 0.00 24.00 0.00 SCHED 40 WET STEEL FBE LINED

40.87 43.00

0.00 16.50 0.00 0.00 24.00 0.00 SCHED 40 WET STEEL FBE LINED

42.36 43.00

0.00 24.00 0.00 0.00 0.00 0.00 SCHED 40 WET STEEL FBE LINED

43.00 66.46

C:\ ...\Z14 Reactors & Exchangers - Train B.fiw

q (gpm) Q (gpm) Velocity (fps)

F. L./ft (psi/ft) Fittings Type-Grp

Pipe-Len. Fit-Len. Tot-Len. (ft)

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

3.00 3.068

0.00 195.34

0.04089 T

3.50 17.40

0.855 0.000

130

8.48

0

20.90

0.855

3.00 3.068

0.00 104.97

0.01296 ET

7.50 25.52

0.428 -1.819

130

4.56

0

33.02

-1.391

3.00 3.068

0.00 255.75

0.06732 ET

8.00 25.52

2.257 -1.559

130

11.10

0

33.52

0.698

3.00 3.068

0.00 300.31

0.09062 ET

13.00 25.52

3.491 -1.516

130

13.03

0

38.52

1.975

6.00 6.065

0.00 368.60

0.00479 T

11.20 34.80

0.220 0.000

130

4.09

0

46.00

0.220

6.00 6.065

0.00 556.06

0.01025 T

3.00 34.80

0.388 1.299

130

6.18

0

37.80

1.687

6.00 6.065

0.00 824.02

0.02122 3ET

42.00 83.52

2.664 -0.650

130

9.15

0

125.52

2.015

6.00 6.065

0.00 978.08

0.02914 2F4ET

73.00 116.00

5.508 -3.377

130

10.86

0

189.00

2.131

6.00 6.065

0.00 824.02

0.02122 4ET

83.50 99.76

3.890 -3.248

130

9.15

0

183.26

0.642

8.00 7.981

0.00 1802.10

0.02371 10ETGC

245.00 306.40

13.075 10.392

130

11.56

0

551.40

23.467

Residual Nom. Dia. Pressure Inside Dia. (psi) C-Value

98 of 342

Tuesday, January 15, 2019, 8:28 AM

Fire - Fire Sprinkler Hydraulics Calculation Program Jacobs ZATE Al-Khobar, 31952

Elite Software Development, Inc. UPGRADE HYDROPROCESSING INTEGRITY-RR Page 48

Fire Sprinkler Output Data Overall Pipe Output Data (cont'd) Beg. End. Node 172 173

Nodal KFactor (K)

Elevation (feet)

Spk/Hose Discharge (gpm)

0.00 0.00 0.00 0.00 -3.30 0.00 SCHED 40 WET STEEL CEMENT LINE

q (gpm) Q (gpm) Velocity (fps)

F. L./ft (psi/ft) Fittings Type-Grp

Pipe-Len. Fit-Len. Tot-Len. (ft)

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

8.00 7.981

0.00 1802.10

0.02371 E

25.00 20.90

1.088 1.429

130

11.56

0

45.90

2.517

Residual Nom. Dia. Pressure Inside Dia. (psi) C-Value 66.46 68.98

Fitting Legend: F = 45 Degree Elbow, E = 90 Degree Elbow, L = Long Turn Elbow, T = Tee or Cross, B = Butterfly Valve, G = Gate Valve, C = Check Valve

C:\ ...\Z14 Reactors & Exchangers - Train B.fiw

99 of 342

Tuesday, January 15, 2019, 8:28 AM

Fire - Fire Sprinkler Hydraulics Calculation Program Jacobs ZATE Al-Khobar, 31952

Elite Software Development, Inc. UPGRADE HYDROPROCESSING INTEGRITY-RR Page 49

Fire Sprinkler Output Data Overall Sprinkler Output Data Flowing Sprinkler Node No.

Area Group Code

Sprinkler KFactor (K)

Sprinkler Elevation (feet)

Flowing Density (gpm/ft²)

Sprinkler Discharge (gpm)

1 Sub Totals For Non-Group

4.48

4.00

36.24

76.00 76.00

0.355 0.355

26.97 26.97

2 Sub Totals For Non-Group

4.48

4.00

35.28

76.00 76.00

0.350 0.350

26.61 26.61

3 Sub Totals For Non-Group

4.48

4.00

36.80

76.00 76.00

0.358 0.358

27.18 27.18

4 Sub Totals For Non-Group

4.48

7.50

37.13

76.00 76.00

0.359 0.359

27.30 27.30

5 Sub Totals For Non-Group

4.48

11.10

32.20

76.00 76.00

0.335 0.335

25.42 25.42

6 Sub Totals For Non-Group

4.48

11.10

32.32

76.00 76.00

0.335 0.335

25.47 25.47

7 Sub Totals For Non-Group

4.48

11.10

32.71

76.00 76.00

0.337 0.337

25.62 25.62

8 Sub Totals For Non-Group

4.48

11.10

33.53

76.00 76.00

0.341 0.341

25.94 25.94

9 Sub Totals For Non-Group

4.48

11.50

33.64

76.00 76.00

0.342 0.342

25.98 25.98

10 Sub Totals For Non-Group

4.48

11.50

29.96

76.00 76.00

0.323 0.323

24.52 24.52

11 Sub Totals For Non-Group

4.48

11.50

30.11

76.00 76.00

0.323 0.323

24.58 24.58

12 Sub Totals For Non-Group

4.48

11.50

30.61

76.00 76.00

0.326 0.326

24.79 24.79

13 Sub Totals For Non-Group

4.48

11.50

31.89

76.00 76.00

0.333 0.333

25.30 25.30

14 Sub Totals For Non-Group

4.48

16.50

30.20

76.00 76.00

0.324 0.324

24.62 24.62

15 Sub Totals For Non-Group

4.48

16.50

26.46

76.00 76.00

0.303 0.303

23.04 23.04

16 Sub Totals For Non-Group

4.48

16.50

26.59

76.00 76.00

0.304 0.304

23.10 23.10

17 Sub Totals For Non-Group

4.48

16.50

27.25

76.00 76.00

0.308 0.308

23.38 23.38

C:\ ...\Z14 Reactors & Exchangers - Train B.fiw

Residual Flowing Area Pressure (ft²) (psi)

100 of 342

Tuesday, January 15, 2019, 8:28 AM

Fire - Fire Sprinkler Hydraulics Calculation Program Jacobs ZATE Al-Khobar, 31952

Elite Software Development, Inc. UPGRADE HYDROPROCESSING INTEGRITY-RR Page 50

Fire Sprinkler Output Data Overall Sprinkler Output Data (cont'd) Flowing Area Group Sprinkler Code Node No. 18 Sub Totals For Non-Group

4.48

Sprinkler Elevation (feet) 16.50

19 Sub Totals For Non-Group

4.48

20.50

28.57

76.00 76.00

0.315 0.315

23.95 23.95

20 Sub Totals For Non-Group

4.48

20.50

25.00

76.00 76.00

0.295 0.295

22.40 22.40

21 Sub Totals For Non-Group

4.48

20.50

25.12

76.00 76.00

0.295 0.295

22.46 22.46

22 Sub Totals For Non-Group

4.48

20.50

25.59

76.00 76.00

0.298 0.298

22.66 22.66

23 Sub Totals For Non-Group

4.48

20.50

27.10

76.00 76.00

0.307 0.307

23.32 23.32

24 Sub Totals For Non-Group

4.48

2.00

32.83

76.00 76.00

0.338 0.338

25.67 25.67

25 Sub Totals For Non-Group

4.48

2.00

33.12

76.00 76.00

0.339 0.339

25.78 25.78

26 Sub Totals For Non-Group

4.48

2.00

34.15

76.00 76.00

0.345 0.345

26.18 26.18

27 Sub Totals For Non-Group

4.48

6.60

31.43

76.00 76.00

0.330 0.330

25.12 25.12

28 Sub Totals For Non-Group

4.48

9.00

31.83

76.00 76.00

0.333 0.333

25.28 25.28

29 Sub Totals For Non-Group

4.48

9.00

31.97

76.00 76.00

0.333 0.333

25.33 25.33

30 Sub Totals For Non-Group

4.48

9.00

32.40

76.00 76.00

0.336 0.336

25.50 25.50

31 Sub Totals For Non-Group

4.48

9.50

32.02

76.00 76.00

0.334 0.334

25.35 25.35

32 Sub Totals For Non-Group

4.48

9.50

32.15

76.00 76.00

0.334 0.334

25.40 25.40

33 Sub Totals For Non-Group

4.48

9.50

33.21

76.00 76.00

0.340 0.340

25.82 25.82

34 Sub Totals For Non-Group

4.48

23.00

27.95

76.00 76.00

0.312 0.312

23.69 23.69

4.48

23.00

28.27

76.00

0.313

23.82

35

Sprinkler KFactor (K)

C:\ ...\Z14 Reactors & Exchangers - Train B.fiw

Residual Flowing Area Pressure (ft²) (psi) 28.63 76.00 76.00

101 of 342

Flowing Density (gpm/ft²) 0.315 0.315

Sprinkler Discharge (gpm) 23.97 23.97

Tuesday, January 15, 2019, 8:28 AM

Fire - Fire Sprinkler Hydraulics Calculation Program Jacobs ZATE Al-Khobar, 31952

Elite Software Development, Inc. UPGRADE HYDROPROCESSING INTEGRITY-RR Page 51

Fire Sprinkler Output Data Overall Sprinkler Output Data (cont'd) Flowing Area Group Sprinkler Code Node No. Sub Totals For Non-Group

Sprinkler KFactor (K)

Sprinkler Elevation (feet)

Flowing Density (gpm/ft²) 0.313

Sprinkler Discharge (gpm) 23.82

36 Sub Totals For Non-Group

4.48

23.00

28.55

76.00 76.00

0.315 0.315

23.94 23.94

37 Sub Totals For Non-Group

4.48

23.00

28.83

76.00 76.00

0.317 0.317

24.06 24.06

38 Sub Totals For Non-Group

4.48

23.00

28.99

76.00 76.00

0.317 0.317

24.12 24.12

39 Sub Totals For Non-Group

4.48

17.20

29.27

76.00 76.00

0.319 0.319

24.24 24.24

40 Sub Totals For Non-Group

4.48

17.20

29.60

76.00 76.00

0.321 0.321

24.38 24.38

41 Sub Totals For Non-Group

4.48

17.20

29.90

76.00 76.00

0.322 0.322

24.50 24.50

42 Sub Totals For Non-Group

4.48

17.20

30.19

76.00 76.00

0.324 0.324

24.62 24.62

43 Sub Totals For Non-Group

4.48

17.20

30.36

76.00 76.00

0.325 0.325

24.68 24.68

44 Sub Totals For Non-Group

4.48

11.50

31.29

76.00 76.00

0.330 0.330

25.06 25.06

45 Sub Totals For Non-Group

4.48

11.50

31.68

76.00 76.00

0.332 0.332

25.22 25.22

46 Sub Totals For Non-Group

4.48

11.50

32.00

76.00 76.00

0.333 0.333

25.34 25.34

47 Sub Totals For Non-Group

4.48

11.50

32.18

76.00 76.00

0.334 0.334

25.41 25.41

48 Sub Totals For Non-Group

4.48

11.50

32.49

76.00 76.00

0.336 0.336

25.54 25.54

49 Sub Totals For Non-Group

4.48

21.00

30.35

76.00 76.00

0.325 0.325

24.68 24.68

50 Sub Totals For Non-Group

4.48

16.40

33.40

76.00 76.00

0.341 0.341

25.89 25.89

51 Sub Totals For Non-Group

4.48

16.40

31.20

76.00 76.00

0.329 0.329

25.02 25.02

52 Sub Totals For Non-Group

4.48

21.00

27.86

76.00 76.00

0.311 0.311

23.65 23.65

C:\ ...\Z14 Reactors & Exchangers - Train B.fiw

Residual Flowing Area Pressure (ft²) (psi) 76.00

102 of 342

Tuesday, January 15, 2019, 8:28 AM

Fire - Fire Sprinkler Hydraulics Calculation Program Jacobs ZATE Al-Khobar, 31952

Elite Software Development, Inc. UPGRADE HYDROPROCESSING INTEGRITY-RR Page 52

Fire Sprinkler Output Data Overall Sprinkler Output Data (cont'd) Flowing Sprinkler Node No.

Area Group Code

Sprinkler KFactor (K)

Sprinkler Elevation (feet)

Flowing Density (gpm/ft²)

Sprinkler Discharge (gpm)

53 Sub Totals For Non-Group

4.48

16.40

31.75

76.00 76.00

0.332 0.332

25.24 25.24

54 Sub Totals For Non-Group

4.48

16.40

32.65

76.00 76.00

0.337 0.337

25.60 25.60

55 Sub Totals For Non-Group

4.48

11.00

35.61

76.00 76.00

0.352 0.352

26.74 26.74

56 Sub Totals For Non-Group

4.48

11.00

34.22

76.00 76.00

0.345 0.345

26.21 26.21

57 Sub Totals For Non-Group

4.48

11.00

34.20

76.00 76.00

0.345 0.345

26.20 26.20

58 Sub Totals For Non-Group

4.48

11.00

35.05

76.00 76.00

0.349 0.349

26.52 26.52

59 Sub Totals For Non-Group

4.48

16.40

31.98

76.00 76.00

0.333 0.333

25.33 25.33

60 Sub Totals For Non-Group

4.48

21.00

28.37

76.00 76.00

0.314 0.314

23.86 23.86

61 Sub Totals For Non-Group

4.48

21.00

27.88

76.00 76.00

0.311 0.311

23.65 23.65

62 Sub Totals For Non-Group

4.48

16.40

30.98

76.00 76.00

0.328 0.328

24.94 24.94

63 Sub Totals For Non-Group

4.48

21.00

27.38

76.00 76.00

0.308 0.308

23.44 23.44

64 Sub Totals For Non-Group

4.48

16.40

30.40

76.00 76.00

0.325 0.325

24.70 24.70

65 Sub Totals For Non-Group

4.48

16.40

29.84

76.00 76.00

0.322 0.322

24.47 24.47

66 Sub Totals For Non-Group

4.48

16.40

30.99

76.00 76.00

0.328 0.328

24.94 24.94

67 Sub Totals For Non-Group

4.48

11.00

34.60

76.00 76.00

0.347 0.347

26.35 26.35

68 Sub Totals For Non-Group

4.48

11.00

34.13

76.00 76.00

0.344 0.344

26.17 26.17

69 Sub Totals For Non-Group

4.48

11.00

34.32

76.00 76.00

0.345 0.345

26.24 26.24

C:\ ...\Z14 Reactors & Exchangers - Train B.fiw

Residual Flowing Area Pressure (ft²) (psi)

103 of 342

Tuesday, January 15, 2019, 8:28 AM

Fire - Fire Sprinkler Hydraulics Calculation Program Jacobs ZATE Al-Khobar, 31952

Elite Software Development, Inc. UPGRADE HYDROPROCESSING INTEGRITY-RR Page 53

Fire Sprinkler Output Data Overall Sprinkler Output Data (cont'd) Flowing Area Group Sprinkler Code Node No. 70 Sub Totals For Non-Group

4.48

Sprinkler Elevation (feet) 11.00

71 Sub Totals For Non-Group

4.48

21.00

36.07

76.00 76.00

0.354 0.354

26.91 26.91

72 Sub Totals For Non-Group

4.48

21.00

35.02

76.00 76.00

0.349 0.349

26.51 26.51

5472.00

0.329

1802.10

Sprinkler KFactor (K)

Residual Flowing Area Pressure (ft²) (psi) 34.22 76.00 76.00

Totals For All Groups

C:\ ...\Z14 Reactors & Exchangers - Train B.fiw

104 of 342

Flowing Density (gpm/ft²) 0.345 0.345

Sprinkler Discharge (gpm) 26.21 26.21

Tuesday, January 15, 2019, 8:28 AM

Fire - Fire Sprinkler Hydraulics Calculation Program Jacobs ZATE Al-Khobar, 31952

Elite Software Development, Inc. UPGRADE HYDROPROCESSING INTEGRITY-RR Page 54

Fire Sprinkler Output Summary Hydraulically Most Demanding Sprinkler Node HMD Sprinkler Node Number: HMD Actual Residual Pressure: HMD Actual GPM:

20 25.00 psi 22.40 gpm

Sprinkler Summary Sprinkler System Type: Specified Area Of Application: Adjusted Area Of Application: Minimum Desired Density: Application Average Density: Application Adjusted Density (not required by NFPA 13): Application Average Area Per Sprinkler: Adjusted Area Per Sprinkler (not required by NFPA 13): Sprinkler Flow: Average Sprinkler Flow:

Dry 2975.00 3867.50 0.250 0.606 0.466 41.32 53.72 1802.10 25.03

ft² ft² gpm/ft² gpm/ft² gpm/ft² ft² ft² gpm gpm

Flow Velocity And Imbalance Summary Maximum Flow Velocity ( In Pipe 160 - 161 ) Maximum Velocity Pressure ( In Pipe 160 - 161 ) Allowable Maximum Nodal Pressure Imbalance: Actual Maximum Nodal Pressure Imbalance: Actual Average Nodal Pressure Imbalance: Actual Maximum Nodal Flow Imbalance: Actual Average Nodal Flow Imbalance:

16.00 ft/sec 1.72 psi 0.0000 0.0000 0.0000 0.0000 0.0000

psi psi psi gpm gpm

Overall Network Summary Number Of Unique Pipe Sections: Number Of Flowing Sprinklers:

174 72

Pipe System Water Volume:

1232.88 gal

Sprinkler Flow: Non-Sprinkler Flow:

1802.10 gpm 0.00 gpm

Minimum Required Residual Pressure At System Inflow Node: Demand Flow At System Inflow Node:

C:\ ...\Z14 Reactors & Exchangers - Train B.fiw

68.98 psi 1802.10 gpm

105 of 342

Tuesday, January 15, 2019, 8:28 AM

Fire - Fire Sprinkler Hydraulics Calculation Program Jacobs ZATE Al-Khobar, 31952

Elite Software Development, Inc. UPGRADE HYDROPROCESSING INTEGRITY-RR Page 55

Fire Sprinkler Output Data Hydraulic Supply/Demand Graph

200 180

Pressure psi

160 152 140 120

100

100 80 60

40

40 20 0 20 40

60

80

100

120

140

160

180

200

Flowrate(x100) gpm

Supply Curve Data Static Pressure: 152 psi Test Residual Pressure: 100 psi Test Flow Rate: 13184 gpm

Demand Curve Data Calculated Residual Pressure: 68.98 psi Calculated Flow Rate: 1802.10 gpm Excess Available Residual Pressure At Calculated Flow: 81.71 psi Pressure Required For First Sprinkler Downstream From Inflow Node To Flow: 10.52 psi

C:\ ...\Z14 Reactors & Exchangers - Train B.fiw

106 of 342

Tuesday, January 15, 2019, 8:28 AM

1" NPD

1" NPD

1077

1" NPD

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15 6

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37

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94

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75 2

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23

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170

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EL.61 93

6 8 12

93 440 1 260

20

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21

1497

575

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582

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521 370

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169 1" NPD

71

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987

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180

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240

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309

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157

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719

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1441

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313

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134

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16 6 8

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575

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2" NPD 620

640

56

107 of 342

FIRE PROTECTION HYDRAULIC ISOMETRIC-Z14 (TRAIN-B) Z14-V-4C/4C, 5B, E-6B & E-15

AREA-E&F

108 of 342

UPGRADE HYDROPROCESSING INTEGRITY-RR Fire Sprinkler Reports

for

SAUDI ARAMCO Z20-V-1, Z20-E-1A/B/C/D (XV-5153) RIYADH REFINERY

Prepared By: JACOBS ZATE JACOBS ZATE ALKHOBAR SAUDI ARABIA

DECEMBER 2018

109 of 342

Fire - Fire Sprinkler Hydraulics Calculation Program Jacobs ZATE Al-Khobar, 31952

Elite Software Development, Inc. UPGRADE HYDROPROCESSING INTEGRITY-RR Page 2

General Project Data Report General Data Project Title: Designed By: Code Reference: Client Name: Address: Company Name: Company Address: Phone: Building Name: Contact at Building: Address Of Building:

UPGRADE HYDROPROCESSING INTEGRITY-RR JACOBS ZATE NFPA 15, API 2030 & SAES-B-017 Job Number: BI-10-02172-0001 SAUDI ARAMCO Z20-V-1, Z20-E-1A/B/C/D (XV-5153) JACOBS ZATE ALKHOBAR Job Number: BI-10-02172-0001 Z20-V-1, Z20-E-1A/B/C/D RIYADH REFINERY AREA F

Project File Name: Date: Approving Agency:

Z20 Reactor & Exchangers - Area E..fiw DECEMBER 2018 SAUDI ARAMCO

Phone: City, State Zip Code: Representative: City And State:

SAUDI ARABIA RIYADH REFINERY

Building Owner: Phone at Building: City, State Zip Code:

SAUDI ARAMCO

SAUDI ARABIA

RIYADH

Project Data Description Of Hazard: HIGH RISK AREA Design Area Of Water Application: 2560 Default Sprinkler K-Factor: 4.48 Inside Hose Stream Allowance: 0.00 In Rack Sprinkler Allowance: 0.00

ft² K gpm gpm

Sprinkler Specifications Make: HD FIRE PROTECT Size: 1/2" WATER SPRAY NOZZLES

Sprinkler System Type: Dry Maximum Area Per Sprinkler: 76 ft² Default Pipe Material: SCHED 40 WET STEEL Outside Hose Stream Allowance: 0.00 gpm

Model: Temperature Rating:

MV-A 100 F

Water Supply Test Data Source Of Information: Test Hydrant ID:

RIYADH REFINERY FrPD FHY-E-02

Hydrant Elevation: Test Flow Rate: Calculated System Flow Rate: Available Residual Pressure At System Flow:

3 ft 9219.00 gpm 1287.65 gpm

Date Of Test:

8 AUG 2017

Static Pressure: Test Residual Pressure: Calculated Inflow Residual Pressure:

162.00 psi 100.00 psi 69.25 psi

160.38 psi

Calculation Project Data Calculation Mode: HMD Minimum Residual Pressure: Number Of Active Nodes: Number Of Active Pipes: Number Of Active Sprinklers:

Demand 25.00 psi 120 119 51

C:\ ...\Z20 Reactor & Exchangers - Area E.fiw

Minimum Desired Flow Density: Number Of Inactive Pipes: Number Of Inactive Sprinklers:

110 of 342

0.25 gpm/ft² 0 0

Tuesday, January 15, 2019, 8:24 AM

Fire - Fire Sprinkler Hydraulics Calculation Program Jacobs ZATE Al-Khobar, 31952

Elite Software Development, Inc. UPGRADE HYDROPROCESSING INTEGRITY-RR Page 3

Fire Sprinkler Input Data Node Input Data Area Group Branch Dia. (in)

Sprinkler KFactor (K) Branch Len. (ft)

Pressure Estimate (psi) Branch Stnd Fittings

Node Elev (ft) Branch NonStnd Fittings (ft)

Non-Sprinkler Flow (gpm) Branch Sprk KFactor (K)

Sprinkler ----

---0.000

4.48 0.0

32.34 ----

6.70 0.0

0.00 0.00

2

Sprinkler ----

---0.000

4.48 0.0

32.45 ----

6.70 0.0

0.00 0.00

3

Sprinkler ----

---0.000

4.48 0.0

32.87 ----

6.70 0.0

0.00 0.00

4

Sprinkler ----

---0.000

4.48 0.0

33.75 ----

6.70 0.0

0.00 0.00

5

Sprinkler ----

---0.000

4.48 0.0

36.28 ----

7.00 0.0

0.00 0.00

6

Sprinkler ----

---0.000

4.48 0.0

33.61 ----

10.00 0.0

0.00 0.00

7

Sprinkler ----

---0.000

4.48 0.0

33.73 ----

10.00 0.0

0.00 0.00

8

Sprinkler ----

---0.000

4.48 0.0

34.14 ----

10.00 0.0

0.00 0.00

9

Sprinkler ----

---0.000

4.48 0.0

32.76 ----

13.20 0.0

0.00 0.00

10

Sprinkler ----

---0.000

4.48 0.0

32.88 ----

13.20 0.0

0.00 0.00

11

Sprinkler ----

---0.000

4.48 0.0

33.31 ----

13.20 0.0

0.00 0.00

12

Sprinkler ----

---0.000

4.48 0.0

32.68 ----

13.20 0.0

0.00 0.00

13

Sprinkler ----

---0.000

4.48 0.0

32.80 ----

13.20 0.0

0.00 0.00

14

Sprinkler ----

---0.000

4.48 0.0

33.23 ----

13.20 0.0

0.00 0.00

15

Sprinkler ----

---0.000

4.48 0.0

30.59 ----

6.70 0.0

0.00 0.00

16

Sprinkler ----

---0.000

4.48 0.0

30.71 ----

6.70 0.0

0.00 0.00

17

Sprinkler ----

---0.000

4.48 0.0

31.07 ----

6.70 0.0

0.00 0.00

Node No.

Node Description Branch Description

1

C:\ ...\Z20 Reactor & Exchangers - Area E.fiw

111 of 342

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Fire - Fire Sprinkler Hydraulics Calculation Program Jacobs ZATE Al-Khobar, 31952

Elite Software Development, Inc. UPGRADE HYDROPROCESSING INTEGRITY-RR Page 4

Fire Sprinkler Input Data Node Input Data (cont'd) Area Group Branch Dia. (in)

Sprinkler KFactor (K) Branch Len. (ft)

Pressure Estimate (psi) Branch Stnd Fittings

Node Elev (ft) Branch NonStnd Fittings (ft)

Non-Sprinkler Flow (gpm) Branch Sprk KFactor (K)

Sprinkler ----

---0.000

4.48 0.0

31.88 ----

6.70 0.0

0.00 0.00

19

Sprinkler ----

---0.000

4.48 0.0

33.77 ----

7.00 0.0

0.00 0.00

20

Sprinkler ----

---0.000

4.48 0.0

33.97 ----

6.70 0.0

0.00 0.00

21

Sprinkler ----

---0.000

4.48 0.0

34.08 ----

6.70 0.0

0.00 0.00

22

Sprinkler ----

---0.000

4.48 0.0

34.52 ----

6.70 0.0

0.00 0.00

23

Sprinkler ----

---0.000

4.48 0.0

33.45 ----

13.20 0.0

0.00 0.00

24

Sprinkler ----

---0.000

4.48 0.0

33.57 ----

13.20 0.0

0.00 0.00

25

Sprinkler ----

---0.000

4.48 0.0

34.01 ----

13.20 0.0

0.00 0.00

26

Sprinkler ----

---0.000

4.48 0.0

31.69 ----

13.20 0.0

0.00 0.00

27

Sprinkler ----

---0.000

4.48 0.0

31.81 ----

13.20 0.0

0.00 0.00

28

Sprinkler ----

---0.000

4.48 0.0

32.23 ----

13.20 0.0

0.00 0.00

29

Sprinkler ----

---0.000

4.48 0.0

32.81 ----

13.20 0.0

0.00 0.00

30

Sprinkler ----

---0.000

4.48 0.0

34.82 ----

13.20 0.0

0.00 0.00

31

Sprinkler ----

---0.000

4.48 0.0

26.02 ----

28.00 0.0

0.00 0.00

32

Sprinkler ----

---0.000

4.48 0.0

26.12 ----

28.00 0.0

0.00 0.00

33

Sprinkler ----

---0.000

4.48 0.0

26.49 ----

28.00 0.0

0.00 0.00

34

Sprinkler ----

---0.000

4.48 0.0

25.00 ----

28.00 0.0

0.00 0.00

Node No.

Node Description Branch Description

18

C:\ ...\Z20 Reactor & Exchangers - Area E.fiw

112 of 342

Tuesday, January 15, 2019, 8:24 AM

Fire - Fire Sprinkler Hydraulics Calculation Program Jacobs ZATE Al-Khobar, 31952

Elite Software Development, Inc. UPGRADE HYDROPROCESSING INTEGRITY-RR Page 5

Fire Sprinkler Input Data Node Input Data (cont'd) Area Group Branch Dia. (in)

Sprinkler KFactor (K) Branch Len. (ft)

Pressure Estimate (psi) Branch Stnd Fittings

Node Elev (ft) Branch NonStnd Fittings (ft)

Non-Sprinkler Flow (gpm) Branch Sprk KFactor (K)

Sprinkler ----

---0.000

4.48 0.0

25.10 ----

28.00 0.0

0.00 0.00

36

Sprinkler ----

---0.000

4.48 0.0

25.47 ----

28.00 0.0

0.00 0.00

37

Sprinkler ----

---0.000

4.48 0.0

26.24 ----

28.00 0.0

0.00 0.00

38

Sprinkler ----

---0.000

4.48 0.0

31.08 ----

20.70 0.0

0.00 0.00

39

Sprinkler ----

---0.000

4.48 0.0

31.22 ----

20.70 0.0

0.00 0.00

40

Sprinkler ----

---0.000

4.48 0.0

31.65 ----

20.70 0.0

0.00 0.00

41

Sprinkler ----

---0.000

4.48 0.0

29.89 ----

20.70 0.0

0.00 0.00

42

Sprinkler ----

---0.000

4.48 0.0

30.02 ----

20.70 0.0

0.00 0.00

43

Sprinkler ----

---0.000

4.48 0.0

30.45 ----

20.70 0.0

0.00 0.00

44

Sprinkler ----

---0.000

4.48 0.0

31.35 ----

20.70 0.0

0.00 0.00

45

Sprinkler ----

---0.000

4.48 0.0

34.03 ----

11.10 0.0

0.00 0.00

46

Sprinkler ----

---0.000

4.48 0.0

34.18 ----

11.10 0.0

0.00 0.00

47

Sprinkler ----

---0.000

4.48 0.0

34.65 ----

11.10 0.0

0.00 0.00

48

Sprinkler ----

---0.000

4.48 0.0

32.51 ----

11.10 0.0

0.00 0.00

49

Sprinkler ----

---0.000

4.48 0.0

32.63 ----

11.10 0.0

0.00 0.00

50

Sprinkler ----

---0.000

4.48 0.0

33.08 ----

11.10 0.0

0.00 0.00

51

Sprinkler ----

---0.000

4.48 0.0

34.05 ----

11.10 0.0

0.00 0.00

Node No.

Node Description Branch Description

35

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Fire - Fire Sprinkler Hydraulics Calculation Program Jacobs ZATE Al-Khobar, 31952

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Fire Sprinkler Input Data Node Input Data (cont'd) Area Group Branch Dia. (in)

Sprinkler KFactor (K) Branch Len. (ft)

Pressure Estimate (psi) Branch Stnd Fittings

Node Elev (ft) Branch NonStnd Fittings (ft)

Non-Sprinkler Flow (gpm) Branch Sprk KFactor (K)

No Discharge ----

---0.000

N/A 0.0

33.98 ----

7.30 0.0

0.00 0.00

53

No Discharge ----

---0.000

N/A 0.0

34.10 ----

7.30 0.0

0.00 0.00

54

No Discharge ----

---0.000

N/A 0.0

34.54 ----

7.30 0.0

0.00 0.00

55

No Discharge ----

---0.000

N/A 0.0

35.47 ----

7.30 0.0

0.00 0.00

56

No Discharge ----

---0.000

N/A 0.0

38.15 ----

7.30 0.0

0.00 0.00

57

No Discharge ----

---0.000

N/A 0.0

36.44 ----

8.40 0.0

0.00 0.00

58

No Discharge ----

---0.000

N/A 0.0

36.56 ----

8.40 0.0

0.00 0.00

59

No Discharge ----

---0.000

N/A 0.0

37.00 ----

8.40 0.0

0.00 0.00

60

No Discharge ----

---0.000

N/A 0.0

33.83 ----

12.40 0.0

0.00 0.00

61

No Discharge ----

---0.000

N/A 0.0

33.95 ----

12.40 0.0

0.00 0.00

62

No Discharge ----

---0.000

N/A 0.0

34.39 ----

12.40 0.0

0.00 0.00

63

No Discharge ----

---0.000

N/A 0.0

33.74 ----

12.40 0.0

0.00 0.00

64

No Discharge ----

---0.000

N/A 0.0

33.86 ----

12.40 0.0

0.00 0.00

65

No Discharge ----

---0.000

N/A 0.0

34.31 ----

12.40 0.0

0.00 0.00

66

No Discharge ----

---0.000

N/A 0.0

32.14 ----

7.30 0.0

0.00 0.00

67

No Discharge ----

---0.000

N/A 0.0

32.26 ----

7.30 0.0

0.00 0.00

68

No Discharge ----

---0.000

N/A 0.0

32.64 ----

7.30 0.0

0.00 0.00

Node No.

Node Description Branch Description

52

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Fire - Fire Sprinkler Hydraulics Calculation Program Jacobs ZATE Al-Khobar, 31952

Elite Software Development, Inc. UPGRADE HYDROPROCESSING INTEGRITY-RR Page 7

Fire Sprinkler Input Data Node Input Data (cont'd) Area Group Branch Dia. (in)

Sprinkler KFactor (K) Branch Len. (ft)

Pressure Estimate (psi) Branch Stnd Fittings

Node Elev (ft) Branch NonStnd Fittings (ft)

Non-Sprinkler Flow (gpm) Branch Sprk KFactor (K)

No Discharge ----

---0.000

N/A 0.0

33.49 ----

7.30 0.0

0.00 0.00

70

No Discharge ----

---0.000

N/A 0.0

35.51 ----

7.30 0.0

0.00 0.00

71

No Discharge ----

---0.000

N/A 0.0

35.70 ----

7.30 0.0

0.00 0.00

72

No Discharge ----

---0.000

N/A 0.0

35.82 ----

7.30 0.0

0.00 0.00

73

No Discharge ----

---0.000

N/A 0.0

36.28 ----

7.30 0.0

0.00 0.00

74

No Discharge ----

---0.000

N/A 0.0

34.53 ----

12.40 0.0

0.00 0.00

75

No Discharge ----

---0.000

N/A 0.0

34.65 ----

12.40 0.0

0.00 0.00

76

No Discharge ----

---0.000

N/A 0.0

35.11 ----

12.40 0.0

0.00 0.00

77

No Discharge ----

---0.000

N/A 0.0

32.74 ----

12.40 0.0

0.00 0.00

78

No Discharge ----

---0.000

N/A 0.0

32.86 ----

12.40 0.0

0.00 0.00

79

No Discharge ----

---0.000

N/A 0.0

33.29 ----

12.40 0.0

0.00 0.00

80

No Discharge ----

---0.000

N/A 0.0

34.60 ----

12.40 0.0

0.00 0.00

81

No Discharge ----

---0.000

N/A 0.0

35.98 ----

12.40 0.0

0.00 0.00

82

No Discharge ----

---0.000

N/A 0.0

26.38 ----

28.90 0.0

0.00 0.00

83

No Discharge ----

---0.000

N/A 0.0

26.49 ----

28.90 0.0

0.00 0.00

84

No Discharge ----

---0.000

N/A 0.0

26.86 ----

28.90 0.0

0.00 0.00

85

No Discharge ----

---0.000

N/A 0.0

25.33 ----

28.90 0.0

0.00 0.00

Node No.

Node Description Branch Description

69

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Tuesday, January 15, 2019, 8:24 AM

Fire - Fire Sprinkler Hydraulics Calculation Program Jacobs ZATE Al-Khobar, 31952

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Fire Sprinkler Input Data Node Input Data (cont'd) Area Group Branch Dia. (in)

Sprinkler KFactor (K) Branch Len. (ft)

Pressure Estimate (psi) Branch Stnd Fittings

Node Elev (ft) Branch NonStnd Fittings (ft)

Non-Sprinkler Flow (gpm) Branch Sprk KFactor (K)

No Discharge ----

---0.000

N/A 0.0

25.44 ----

28.90 0.0

0.00 0.00

87

No Discharge ----

---0.000

N/A 0.0

25.82 ----

28.90 0.0

0.00 0.00

88

No Discharge ----

---0.000

N/A 0.0

26.60 ----

28.90 0.0

0.00 0.00

89

No Discharge ----

---0.000

N/A 0.0

31.62 ----

21.50 0.0

0.00 0.00

90

No Discharge ----

---0.000

N/A 0.0

31.76 ----

21.50 0.0

0.00 0.00

91

No Discharge ----

---0.000

N/A 0.0

32.20 ----

21.50 0.0

0.00 0.00

92

No Discharge ----

---0.000

N/A 0.0

30.40 ----

21.50 0.0

0.00 0.00

93

No Discharge ----

---0.000

N/A 0.0

30.52 ----

21.50 0.0

0.00 0.00

94

No Discharge ----

---0.000

N/A 0.0

30.97 ----

21.50 0.0

0.00 0.00

95

No Discharge ----

---0.000

N/A 0.0

31.90 ----

21.50 0.0

0.00 0.00

96

No Discharge ----

---0.000

N/A 0.0

34.89 ----

10.20 0.0

0.00 0.00

97

No Discharge ----

---0.000

N/A 0.0

35.04 ----

10.20 0.0

0.00 0.00

98

No Discharge ----

---0.000

N/A 0.0

35.52 ----

10.20 0.0

0.00 0.00

99

No Discharge ----

---0.000

N/A 0.0

33.36 ----

10.20 0.0

0.00 0.00

100

No Discharge ----

---0.000

N/A 0.0

33.48 ----

10.20 0.0

0.00 0.00

101

No Discharge ----

---0.000

N/A 0.0

33.93 ----

10.20 0.0

0.00 0.00

102

No Discharge ----

---0.000

N/A 0.0

34.91 ----

10.20 0.0

0.00 0.00

Node No.

Node Description Branch Description

86

C:\ ...\Z20 Reactor & Exchangers - Area E.fiw

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Tuesday, January 15, 2019, 8:24 AM

Fire - Fire Sprinkler Hydraulics Calculation Program Jacobs ZATE Al-Khobar, 31952

Elite Software Development, Inc. UPGRADE HYDROPROCESSING INTEGRITY-RR Page 9

Fire Sprinkler Input Data Node Input Data (cont'd) Area Group Branch Dia. (in)

Sprinkler KFactor (K) Branch Len. (ft)

Pressure Estimate (psi) Branch Stnd Fittings

Node Elev (ft) Branch NonStnd Fittings (ft)

Non-Sprinkler Flow (gpm) Branch Sprk KFactor (K)

No Discharge ----

---0.000

N/A 0.0

36.72 ----

11.70 0.0

0.00 0.00

104

No Discharge ----

---0.000

N/A 0.0

36.97 ----

12.40 0.0

0.00 0.00

105

No Discharge ----

---0.000

N/A 0.0

40.22 ----

7.30 0.0

0.00 0.00

106

No Discharge ----

---0.000

N/A 0.0

37.73 ----

7.30 0.0

0.00 0.00

107

No Discharge ----

---0.000

N/A 0.0

36.75 ----

11.80 0.0

0.00 0.00

108

No Discharge ----

---0.000

N/A 0.0

37.95 ----

12.40 0.0

0.00 0.00

109

No Discharge ----

---0.000

N/A 0.0

43.20 ----

15.20 0.0

0.00 0.00

110

No Discharge ----

---0.000

N/A 0.0

43.43 ----

15.20 0.0

0.00 0.00

111

No Discharge ----

---0.000

N/A 0.0

27.65 ----

28.90 0.0

0.00 0.00

112

No Discharge ----

---0.000

N/A 0.0

33.13 ----

21.50 0.0

0.00 0.00

113

No Discharge ----

---0.000

N/A 0.0

36.46 ----

10.20 0.0

0.00 0.00

114

No Discharge ----

---0.000

N/A 0.0

36.23 ----

21.50 0.0

0.00 0.00

115

No Discharge ----

---0.000

N/A 0.0

43.02 ----

14.30 0.0

0.00 0.00

116

No Discharge ----

---0.000

N/A 0.0

43.40 ----

14.30 0.0

0.00 0.00

117

No Discharge ----

---0.000

N/A 0.0

45.01 ----

14.30 0.0

0.00 0.00

118

No Discharge ----

---0.000

N/A 0.0

45.39 ----

14.30 0.0

0.00 0.00

119

No Discharge ----

---0.000

N/A 0.0

65.32 ----

0.00 0.0

0.00 0.00

Node No.

Node Description Branch Description

103

C:\ ...\Z20 Reactor & Exchangers - Area E.fiw

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Tuesday, January 15, 2019, 8:24 AM

Fire - Fire Sprinkler Hydraulics Calculation Program Jacobs ZATE Al-Khobar, 31952

Elite Software Development, Inc. UPGRADE HYDROPROCESSING INTEGRITY-RR Page 10

Fire Sprinkler Input Data Node Input Data (cont'd) Node No.

Node Description Branch Description

120

No Discharge ----

Area Group Branch Dia. (in)

Sprinkler KFactor (K) Branch Len. (ft)

Pressure Estimate (psi) Branch Stnd Fittings

Node Elev (ft) Branch NonStnd Fittings (ft)

Non-Sprinkler Flow (gpm) Branch Sprk KFactor (K)

---0.000

N/A 0.0

69.25 ----

-3.40 0.0

0.00 0.00

C:\ ...\Z20 Reactor & Exchangers - Area E.fiw

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Tuesday, January 15, 2019, 8:24 AM

Fire - Fire Sprinkler Hydraulics Calculation Program Jacobs ZATE Al-Khobar, 31952

Elite Software Development, Inc. UPGRADE HYDROPROCESSING INTEGRITY-RR Page 11

Fire Sprinkler Input Data Pipe Input Data Nominal Diameter (inch)

Type Group

Fitting Data

Nominal Length (feet)

Fitting Length (feet)

SCHED 40 WET STEEL

1.000

0

3E

3.33

6.00

9.33

120

53

SCHED 40 WET STEEL

1.000

0

3E

3.33

6.00

9.33

120

3

54

SCHED 40 WET STEEL

1.000

0

3E

3.33

6.00

9.33

120

4

55

SCHED 40 WET STEEL

1.000

0

3E

3.33

6.00

9.33

120

5

56

SCHED 40 WET STEEL

1.000

0

3E

2.80

6.00

8.80

120

6

57

SCHED 40 WET STEEL

1.000

0

3E

4.10

6.00

10.10

120

7

58

SCHED 40 WET STEEL

1.000

0

3E

4.10

6.00

10.10

120

8

59

SCHED 40 WET STEEL

1.000

0

3E

4.10

6.00

10.10

120

9

60

SCHED 40 WET STEEL

1.000

0

E

1.50

2.00

3.50

120

10

61

SCHED 40 WET STEEL

1.000

0

E

1.50

2.00

3.50

120

11

62

SCHED 40 WET STEEL

1.000

0

E

1.50

2.00

3.50

120

12

63

SCHED 40 WET STEEL

1.000

0

E

1.50

2.00

3.50

120

13

64

SCHED 40 WET STEEL

1.000

0

E

1.50

2.00

3.50

120

14

65

SCHED 40 WET STEEL

1.000

0

E

1.50

2.00

3.50

120

15

66

SCHED 40 WET STEEL

1.000

0

3E

3.33

6.00

9.33

120

16

67

SCHED 40 WET STEEL

1.000

0

3E

3.33

6.00

9.33

120

17

68

SCHED 40 WET STEEL

1.000

0

3E

3.33

6.00

9.33

120

18

69

SCHED 40 WET STEEL

1.000

0

3E

3.33

6.00

9.33

120

19

70

SCHED 40 WET STEEL

1.000

0

3E

2.80

6.00

8.80

120

20

71

SCHED 40 WET STEEL

1.000

0

3E

3.33

6.00

9.33

120

21

72

SCHED 40 WET STEEL

1.000

0

3E

3.33

6.00

9.33

120

22

73

SCHED 40 WET STEEL

1.000

0

3E

3.33

6.00

9.33

120

23

74

SCHED 40 WET STEEL

1.000

0

E

1.50

2.00

3.50

120

24

75

SCHED 40 WET STEEL

1.000

0

E

1.50

2.00

3.50

120

25

76

SCHED 40 WET STEEL

1.000

0

E

1.50

2.00

3.50

120

26

77

SCHED 40 WET STEEL

1.000

0

E

1.50

2.00

3.50

120

Beg. Node

End. Node

Pipe Description

1

52

2

C:\ ...\Z20 Reactor & Exchangers - Area E.fiw

119 of 342

Total CFactor Length (gpm/inch(feet) psi)

Tuesday, January 15, 2019, 8:24 AM

Fire - Fire Sprinkler Hydraulics Calculation Program Jacobs ZATE Al-Khobar, 31952

Elite Software Development, Inc. UPGRADE HYDROPROCESSING INTEGRITY-RR Page 12

Fire Sprinkler Input Data Pipe Input Data (cont'd) Nominal Diameter (inch)

Type Group

Fitting Data

Nominal Length (feet)

Fitting Length (feet)

SCHED 40 WET STEEL

1.000

0

E

1.50

2.00

3.50

120

79

SCHED 40 WET STEEL

1.000

0

E

1.50

2.00

3.50

120

29

80

SCHED 40 WET STEEL

1.000

0

2E

3.02

4.00

7.02

120

30

81

SCHED 40 WET STEEL

1.000

0

E

1.70

2.00

3.70

120

31

82

SCHED 40 WET STEEL

1.000

0

2F

2.50

2.00

4.50

120

32

83

SCHED 40 WET STEEL

1.000

0

2F

2.50

2.00

4.50

120

33

84

SCHED 40 WET STEEL

1.000

0

2F

2.50

2.00

4.50

120

34

85

SCHED 40 WET STEEL

1.000

0

2F

2.50

2.00

4.50

120

35

86

SCHED 40 WET STEEL

1.000

0

2F

2.50

2.00

4.50

120

36

87

SCHED 40 WET STEEL

1.000

0

2F

2.50

2.00

4.50

120

37

88

SCHED 40 WET STEEL

1.000

0

2F

2.50

2.00

4.50

120

38

89

SCHED 40 WET STEEL

1.000

0

2F

2.50

2.00

4.50

120

39

90

SCHED 40 WET STEEL

1.000

0

2F

2.50

2.00

4.50

120

40

91

SCHED 40 WET STEEL

1.000

0

2F

2.50

2.00

4.50

120

41

92

SCHED 40 WET STEEL

1.000

0

2F

2.50

2.00

4.50

120

42

93

SCHED 40 WET STEEL

1.000

0

2F

2.50

2.00

4.50

120

43

94

SCHED 40 WET STEEL

1.000

0

2F

2.50

2.00

4.50

120

44

95

SCHED 40 WET STEEL

1.000

0

2F

2.50

2.00

4.50

120

45

96

SCHED 40 WET STEEL

1.000

0

F

1.21

1.00

2.21

120

46

97

SCHED 40 WET STEEL

1.000

0

F

1.21

1.00

2.21

120

47

98

SCHED 40 WET STEEL

1.000

0

F

1.21

1.00

2.21

120

48

99

SCHED 40 WET STEEL

1.000

0

F

1.21

1.00

2.21

120

49

100

SCHED 40 WET STEEL

1.000

0

F

1.21

1.00

2.21

120

50

101

SCHED 40 WET STEEL

1.000

0

F

1.21

1.00

2.21

120

51

102

SCHED 40 WET STEEL

1.000

0

F

1.21

1.00

2.21

120

52

53

SCHED 40 WET STEEL

2.000

0

T

5.41

10.00

15.41

120

Beg. Node

End. Node

Pipe Description

27

78

28

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Total CFactor Length (gpm/inch(feet) psi)

Tuesday, January 15, 2019, 8:24 AM

Fire - Fire Sprinkler Hydraulics Calculation Program Jacobs ZATE Al-Khobar, 31952

Elite Software Development, Inc. UPGRADE HYDROPROCESSING INTEGRITY-RR Page 13

Fire Sprinkler Input Data Pipe Input Data (cont'd) Nominal Diameter (inch)

Type Group

Fitting Data

Nominal Length (feet)

Fitting Length (feet)

SCHED 40 WET STEEL

2.000

0

T

6.23

10.00

16.23

120

55

SCHED 40 WET STEEL

2.000

0

T

6.23

10.00

16.23

120

55

56

SCHED 40 WET STEEL

2.000

0

ET

12.10

15.00

27.10

120

56

105

SCHED 40 WET STEEL

2.000

0

T

3.61

10.00

13.61

120

57

58

SCHED 40 WET STEEL

2.000

0

T

5.74

10.00

15.74

120

58

59

SCHED 40 WET STEEL

2.000

0

T

5.60

10.00

15.60

120

59

104

SCHED 40 WET STEEL

2.000

0

2FT

14.54

14.00

28.54

120

60

61

SCHED 40 WET STEEL

2.000

0

T

5.41

10.00

15.41

120

61

62

SCHED 40 WET STEEL

2.000

0

T

6.23

10.00

16.23

120

62

103

SCHED 40 WET STEEL

2.000

0

2FET

15.80

19.00

34.80

120

63

64

SCHED 40 WET STEEL

2.000

0

T

6.10

10.00

16.10

120

64

65

SCHED 40 WET STEEL

2.000

0

T

6.23

10.00

16.23

120

65

103

SCHED 40 WET STEEL

2.000

0

2ET

16.34

20.00

36.34

120

66

67

SCHED 40 WET STEEL

2.000

0

T

7.10

10.00

17.10

120

67

68

SCHED 40 WET STEEL

2.000

0

T

4.92

10.00

14.92

120

68

69

SCHED 40 WET STEEL

2.000

0

T

5.60

10.00

15.60

120

69

70

SCHED 40 WET STEEL

2.000

0

ET

6.50

15.00

21.50

120

70

106

SCHED 40 WET STEEL

2.000

0

T

5.40

10.00

15.40

120

71

72

SCHED 40 WET STEEL

2.000

0

T

5.41

10.00

15.41

120

72

73

SCHED 40 WET STEEL

2.000

0

T

6.23

10.00

16.23

120

73

106

SCHED 40 WET STEEL

2.000

0

ET

9.12

15.00

24.12

120

74

75

SCHED 40 WET STEEL

2.000

0

T

5.41

10.00

15.41

120

75

76

SCHED 40 WET STEEL

2.000

0

T

6.23

10.00

16.23

120

76

107

SCHED 40 WET STEEL

2.000

0

2FT

9.40

14.00

23.40

120

77

78

SCHED 40 WET STEEL

2.000

0

T

6.10

10.00

16.10

120

78

79

SCHED 40 WET STEEL

2.000

0

T

6.23

10.00

16.23

120

Beg. Node

End. Node

Pipe Description

53

54

54

C:\ ...\Z20 Reactor & Exchangers - Area E.fiw

121 of 342

Total CFactor Length (gpm/inch(feet) psi)

Tuesday, January 15, 2019, 8:24 AM

Fire - Fire Sprinkler Hydraulics Calculation Program Jacobs ZATE Al-Khobar, 31952

Elite Software Development, Inc. UPGRADE HYDROPROCESSING INTEGRITY-RR Page 14

Fire Sprinkler Input Data Pipe Input Data (cont'd) Nominal Diameter (inch)

Type Group

Fitting Data

Nominal Length (feet)

Fitting Length (feet)

SCHED 40 WET STEEL

2.000

0

ET

8.24

15.00

23.24

120

81

SCHED 40 WET STEEL

2.000

0

T

4.20

10.00

14.20

120

81

108

SCHED 40 WET STEEL

2.000

0

T

3.28

10.00

13.28

120

82

83

SCHED 40 WET STEEL

2.000

0

FT

5.80

12.00

17.80

120

83

84

SCHED 40 WET STEEL

2.000

0

FT

5.00

12.00

17.00

120

84

111

SCHED 40 WET STEEL

2.000

0

FT

4.66

12.00

16.66

120

85

86

SCHED 40 WET STEEL

2.000

0

FT

6.25

12.00

18.25

120

86

87

SCHED 40 WET STEEL

2.000

0

FT

5.73

12.00

17.73

120

87

88

SCHED 40 WET STEEL

2.000

0

FT

5.31

12.00

17.31

120

88

111

SCHED 40 WET STEEL

2.000

0

FT

1.35

12.00

13.35

120

89

90

SCHED 40 WET STEEL

2.000

0

FT

7.60

12.00

19.60

120

90

91

SCHED 40 WET STEEL

2.000

0

FT

5.00

12.00

17.00

120

91

112

SCHED 40 WET STEEL

2.000

0

FT

4.66

12.00

16.66

120

92

93

SCHED 40 WET STEEL

2.000

0

FT

6.25

12.00

18.25

120

93

94

SCHED 40 WET STEEL

2.000

0

FT

5.73

12.00

17.73

120

94

95

SCHED 40 WET STEEL

2.000

0

FT

5.31

12.00

17.31

120

95

112

SCHED 40 WET STEEL

2.000

0

FT

1.35

12.00

13.35

120

96

97

SCHED 40 WET STEEL

2.000

0

FT

7.90

12.00

19.90

120

97

98

SCHED 40 WET STEEL

2.000

0

FT

4.90

12.00

16.90

120

98

113

SCHED 40 WET STEEL

2.000

0

FT

3.50

12.00

15.50

120

99

100

SCHED 40 WET STEEL

2.000

0

FT

3.74

12.00

15.74

120

100

101

SCHED 40 WET STEEL

2.000

0

FT

4.87

12.00

16.87

120

101

102

SCHED 40 WET STEEL

2.000

0

FT

4.84

12.00

16.84

120

102

113

SCHED 40 WET STEEL

2.000

0

FT

3.61

12.00

15.61

120

103

104

SCHED 40 WET STEEL FBE LINED

3.000

0

T

3.36

17.40

20.76

130

Beg. Node

End. Node

Pipe Description

79

80

80

C:\ ...\Z20 Reactor & Exchangers - Area E.fiw

122 of 342

Total CFactor Length (gpm/inch(feet) psi)

Tuesday, January 15, 2019, 8:24 AM

Fire - Fire Sprinkler Hydraulics Calculation Program Jacobs ZATE Al-Khobar, 31952

Elite Software Development, Inc. UPGRADE HYDROPROCESSING INTEGRITY-RR Page 15

Fire Sprinkler Input Data Pipe Input Data (cont'd) Nominal Diameter (inch)

Type Group

Fitting Data

Nominal Length (feet)

Fitting Length (feet)

SCHED 40 WET STEEL FBE LINED

3.000

0

T

1.07

17.40

18.47

130

110

SCHED 40 WET STEEL FBE LINED

3.000

0

2ET

18.14

33.64

51.78

130

106

107

SCHED 40 WET STEEL FBE LINED

3.000

0

T

4.52

17.40

21.92

130

107

108

SCHED 40 WET STEEL FBE LINED

3.000

0

T

0.56

17.40

17.96

130

108

109

SCHED 40 WET STEEL FBE LINED

3.000

0

2ET

6.37

33.64

40.01

130

109

110

SCHED 40 WET STEEL FBE LINED

6.000

0

T

4.64

34.80

39.44

130

110

118

SCHED 40 WET STEEL FBE LINED

6.000

0

FET

24.10

59.16

83.26

130

111

114

SCHED 40 WET STEEL

2.000

0

ET

9.20

15.00

24.20

120

112

114

SCHED 40 WET STEEL

2.000

0

T

1.84

10.00

11.84

120

113

116

SCHED 40 WET STEEL

2.000

0

2ET

10.70

20.00

30.70

120

114

115

SCHED 40 WET STEEL FBE LINED

3.000

0

ET

7.90

25.52

33.42

130

115

116

SCHED 40 WET STEEL FBE LINED

4.000

0

E

1.50

11.60

13.10

130

116

117

SCHED 40 WET STEEL FBE LINED

4.000

0

T

1.31

23.20

24.51

130

117

118

SCHED 40 WET STEEL FBE LINED

6.000

0

2E

10.65

32.48

43.13

130

118

119

SCHED 40 WET STEEL FBE LINED

6.000

0

2F5ET2 GC

107.00

176.36

283.36

130

119

120

SCHED 40 WET STEEL CEMENT LINE

6.000

0

2E

18.33

32.40

50.73

130

Beg. Node

End. Node

Pipe Description

104

105

105

Total CFactor Length (gpm/inch(feet) psi)

Fitting Legend: F = 45 Degree Elbow, E = 90 Degree Elbow, L = Long Turn Elbow, T = Tee or Cross, B = Butterfly Valve, G = Gate Valve, C = Check Valve

C:\ ...\Z20 Reactor & Exchangers - Area E.fiw

123 of 342

Tuesday, January 15, 2019, 8:24 AM

Fire - Fire Sprinkler Hydraulics Calculation Program Jacobs ZATE Al-Khobar, 31952

Elite Software Development, Inc. UPGRADE HYDROPROCESSING INTEGRITY-RR Page 16

Fire Sprinkler Output Data Group Peak Node Groupings Output Data Pipe Segment Beg. End. Node Node

Pipe Type Group

Pipe Flow Rate (gpm)

Sprinkler Flow At Beg. Node (gpm)

Non-Sprinkler Flow Out (+) In (-) (gpm) (gpm)

Beg. Node Residual Pressure (psi)

Imbalance Flow At Beg. Node (gpm)

1

52

0

-25.48

25.48

0.00

0.00

32.34

2

53

0

-25.52

25.52

0.00

0.00

32.45

0.00000

3

54

0

-25.68

25.68

0.00

0.00

32.87

0.00000

4

55

0

-26.03

26.03

0.00

0.00

33.75

0.00000

5

56

0

-26.99

26.99

0.00

0.00

36.28

0.00000

6

57

0

-25.97

25.97

0.00

0.00

33.61

0.00000

7

58

0

-26.02

26.02

0.00

0.00

33.73

0.00000

8

59

0

-26.18

26.18

0.00

0.00

34.14

0.00000

9

60

0

-25.64

25.64

0.00

0.00

32.76

0.00000

10

61

0

-25.69

25.69

0.00

0.00

32.88

0.00000

11

62

0

-25.86

25.86

0.00

0.00

33.31

0.00000

12

63

0

-25.61

25.61

0.00

0.00

32.68

0.00000

13

64

0

-25.66

25.66

0.00

0.00

32.80

0.00000

14

65

0

-25.83

25.83

0.00

0.00

33.23

0.00000

15

66

0

-24.78

24.78

0.00

0.00

30.59

0.00000

16

67

0

-24.83

24.83

0.00

0.00

30.71

0.00000

17

68

0

-24.97

24.97

0.00

0.00

31.07

0.00000

18

69

0

-25.29

25.29

0.00

0.00

31.88

0.00000

19

70

0

-26.04

26.04

0.00

0.00

33.77

0.00000

20

71

0

-26.11

26.11

0.00

0.00

33.97

0.00000

21

72

0

-26.15

26.15

0.00

0.00

34.08

0.00000

22

73

0

-26.32

26.32

0.00

0.00

34.52

0.00000

23

74

0

-25.91

25.91

0.00

0.00

33.45

0.00000

24

75

0

-25.96

25.96

0.00

0.00

33.57

0.00000

25

76

0

-26.13

26.13

0.00

0.00

34.01

0.00000

26

77

0

-25.22

25.22

0.00

0.00

31.69

0.00000

C:\ ...\Z20 Reactor & Exchangers - Area E.fiw

124 of 342

Tuesday, January 15, 2019, 8:24 AM

Fire - Fire Sprinkler Hydraulics Calculation Program Jacobs ZATE Al-Khobar, 31952

Elite Software Development, Inc. UPGRADE HYDROPROCESSING INTEGRITY-RR Page 17

Fire Sprinkler Output Data Group Peak Node Groupings Output Data Pipe Segment Beg. End. Node Node

Pipe Type Group

Pipe Flow Rate (gpm)

Sprinkler Flow At Beg. Node (gpm)

Non-Sprinkler Flow Out (+) In (-) (gpm) (gpm)

Beg. Node Residual Pressure (psi)

Imbalance Flow At Beg. Node (gpm)

27

78

0

-25.27

25.27

0.00

0.00

31.81

0.00000

28

79

0

-25.43

25.43

0.00

0.00

32.23

0.00000

29

80

0

-25.66

25.66

0.00

0.00

32.81

0.00000

30

81

0

-26.44

26.44

0.00

0.00

34.82

0.00000

31

82

0

-22.85

22.85

0.00

0.00

26.02

0.00000

32

83

0

-22.90

22.90

0.00

0.00

26.12

0.00000

33

84

0

-23.06

23.06

0.00

0.00

26.49

0.00000

34

85

0

-22.40

22.40

0.00

0.00

25.00

0.00000

35

86

0

-22.45

22.45

0.00

0.00

25.10

0.00000

36

87

0

-22.61

22.61

0.00

0.00

25.47

0.00000

37

88

0

-22.95

22.95

0.00

0.00

26.24

0.00000

38

89

0

-24.98

24.98

0.00

0.00

31.08

0.00000

39

90

0

-25.03

25.03

0.00

0.00

31.22

0.00000

40

91

0

-25.20

25.20

0.00

0.00

31.65

0.00000

41

92

0

-24.49

24.49

0.00

0.00

29.89

0.00000

42

93

0

-24.54

24.54

0.00

0.00

30.02

0.00000

43

94

0

-24.72

24.72

0.00

0.00

30.45

0.00000

44

95

0

-25.09

25.09

0.00

0.00

31.35

0.00000

45

96

0

-26.13

26.13

0.00

0.00

34.03

0.00000

46

97

0

-26.19

26.19

0.00

0.00

34.18

0.00000

47

98

0

-26.37

26.37

0.00

0.00

34.65

0.00000

48

99

0

-25.55

25.55

0.00

0.00

32.51

0.00000

49

100

0

-25.59

25.59

0.00

0.00

32.63

0.00000

50

101

0

-25.77

25.77

0.00

0.00

33.08

0.00000

51

102

0

-26.14

26.14

0.00

0.00

34.05

0.00000

52

1

0

25.48

0.00

0.00

0.00

33.98

0.00000

C:\ ...\Z20 Reactor & Exchangers - Area E.fiw

125 of 342

Tuesday, January 15, 2019, 8:24 AM

Fire - Fire Sprinkler Hydraulics Calculation Program Jacobs ZATE Al-Khobar, 31952

Elite Software Development, Inc. UPGRADE HYDROPROCESSING INTEGRITY-RR Page 18

Fire Sprinkler Output Data Group Peak Node Groupings Output Data Pipe Segment Beg. End. Node Node 52 53

Pipe Type Group 0

Pipe Flow Rate (gpm) -25.48

Sprinkler Flow At Beg. Node (gpm)

Non-Sprinkler Flow Out (+) In (-) (gpm) (gpm)

Beg. Node Residual Pressure (psi)

Imbalance Flow At Beg. Node (gpm)

53 53 53

2 52 54

0 0 0

25.52 25.48 -51.00

0.00

0.00

0.00

34.10

0.00000

54 54 54

3 53 55

0 0 0

25.68 51.00 -76.68

0.00

0.00

0.00

34.54

0.00000

55 55 55

4 54 56

0 0 0

26.03 76.68 -102.71

0.00

0.00

0.00

35.47

0.00000

56 56 56

5 55 105

0 0 0

26.99 102.71 -129.69

0.00

0.00

0.00

38.15

0.00000

57 57

6 58

0 0

25.97 -25.97

0.00

0.00

0.00

36.44

0.00000

58 58 58

7 57 59

0 0 0

26.02 25.97 -51.99

0.00

0.00

0.00

36.56

0.00000

59 59 59

8 58 104

0 0 0

26.18 51.99 -78.17

0.00

0.00

0.00

37.00

0.00000

60 60

9 61

0 0

25.64 -25.64

0.00

0.00

0.00

33.83

0.00000

61 61 61

10 60 62

0 0 0

25.69 25.64 -51.33

0.00

0.00

0.00

33.95

0.00000

62 62 62

11 61 103

0 0 0

25.86 51.33 -77.19

0.00

0.00

0.00

34.39

0.00000

63 63

12 64

0 0

25.61 -25.61

0.00

0.00

0.00

33.74

0.00000

64 64 64

13 63 65

0 0 0

25.66 25.61 -51.26

0.00

0.00

0.00

33.86

0.00000

65 65 65

14 64 103

0 0 0

25.83 51.26 -77.09

0.00

0.00

0.00

34.31

0.00000

66

15

0

24.78

0.00

0.00

0.00

32.14

0.00000

C:\ ...\Z20 Reactor & Exchangers - Area E.fiw

126 of 342

Tuesday, January 15, 2019, 8:24 AM

Fire - Fire Sprinkler Hydraulics Calculation Program Jacobs ZATE Al-Khobar, 31952

Elite Software Development, Inc. UPGRADE HYDROPROCESSING INTEGRITY-RR Page 19

Fire Sprinkler Output Data Group Peak Node Groupings Output Data Pipe Segment Beg. End. Node Node 66 67

Pipe Type Group 0

Pipe Flow Rate (gpm) -24.78

Sprinkler Flow At Beg. Node (gpm)

Non-Sprinkler Flow Out (+) In (-) (gpm) (gpm)

Beg. Node Residual Pressure (psi)

Imbalance Flow At Beg. Node (gpm)

0.00000

67 67 67

16 66 68

0 0 0

24.83 24.78 -49.60

0.00

0.00

0.00

32.26

68 68 68

17 67 69

0 0 0

24.97 49.60 -74.58

0.00

0.00

0.00

32.64

69 69 69

18 68 70

0 0 0

25.29 74.58 -99.87

0.00

0.00

0.00

33.49

0.00000

70 70 70

19 69 106

0 0 0

26.04 99.87 -125.91

0.00

0.00

0.00

35.51

0.00000

71 71

20 72

0 0

26.11 -26.11

0.00

0.00

0.00

35.70

0.00000

72 72 72

21 71 73

0 0 0

26.15 26.11 -52.26

0.00

0.00

0.00

35.82

0.00000

73 73 73

22 72 106

0 0 0

26.32 52.26 -78.58

0.00

0.00

0.00

36.28

0.00000

74 74

23 75

0 0

25.91 -25.91

0.00

0.00

0.00

34.53

0.00000

75 75 75

24 74 76

0 0 0

25.96 25.91 -51.87

0.00

0.00

0.00

34.65

0.00000

76 76 76

25 75 107

0 0 0

26.13 51.87 -77.99

0.00

0.00

0.00

35.11

0.00000

77 77

26 78

0 0

25.22 -25.22

0.00

0.00

0.00

32.74

0.00000

78 78 78

27 77 79

0 0 0

25.27 25.22 -50.49

0.00

0.00

0.00

32.86

0.00000

79 79 79

28 78 80

0 0 0

25.43 50.49 -75.92

0.00

0.00

0.00

33.29

0.00000

80

29

0

25.66

0.00

0.00

0.00

34.60

0.00000

C:\ ...\Z20 Reactor & Exchangers - Area E.fiw

127 of 342

Tuesday, January 15, 2019, 8:24 AM

Fire - Fire Sprinkler Hydraulics Calculation Program Jacobs ZATE Al-Khobar, 31952

Elite Software Development, Inc. UPGRADE HYDROPROCESSING INTEGRITY-RR Page 20

Fire Sprinkler Output Data Group Peak Node Groupings Output Data Pipe Segment Beg. End. Node Node 80 79 80 81

Pipe Type Group 0 0

Pipe Flow Rate (gpm) 75.92 -101.58

Sprinkler Flow At Beg. Node (gpm)

Non-Sprinkler Flow Out (+) In (-) (gpm) (gpm)

Beg. Node Residual Pressure (psi)

Imbalance Flow At Beg. Node (gpm)

81 81 81

30 80 108

0 0 0

26.44 101.58 -128.02

0.00

0.00

0.00

35.98

0.00000

82 82

31 83

0 0

22.85 -22.85

0.00

0.00

0.00

26.38

0.00000

83 83 83

32 82 84

0 0 0

22.90 22.85 -45.75

0.00

0.00

0.00

26.49

0.00000

84 84 84

33 83 111

0 0 0

23.06 45.75 -68.81

0.00

0.00

0.00

26.86

0.00000

85 85

34 86

0 0

22.40 -22.40

0.00

0.00

0.00

25.33

0.00000

86 86 86

35 85 87

0 0 0

22.45 22.40 -44.85

0.00

0.00

0.00

25.44

0.00000

87 87 87

36 86 88

0 0 0

22.61 44.85 -67.46

0.00

0.00

0.00

25.82

0.00000

88 88 88

37 87 111

0 0 0

22.95 67.46 -90.41

0.00

0.00

0.00

26.60

0.00000

89 89

38 90

0 0

24.98 -24.98

0.00

0.00

0.00

31.62

0.00000

90 90 90

39 89 91

0 0 0

25.03 24.98 -50.01

0.00

0.00

0.00

31.76

0.00000

91 91 91

40 90 112

0 0 0

25.20 50.01 -75.21

0.00

0.00

0.00

32.20

0.00000

92 92

41 93

0 0

24.49 -24.49

0.00

0.00

0.00

30.40

0.00000

93 93 93

42 92 94

0 0 0

24.54 24.49 -49.04

0.00

0.00

0.00

30.52

0.00000

94

43

0

24.72

0.00

0.00

0.00

30.97

0.00000

C:\ ...\Z20 Reactor & Exchangers - Area E.fiw

128 of 342

Tuesday, January 15, 2019, 8:24 AM

Fire - Fire Sprinkler Hydraulics Calculation Program Jacobs ZATE Al-Khobar, 31952

Elite Software Development, Inc. UPGRADE HYDROPROCESSING INTEGRITY-RR Page 21

Fire Sprinkler Output Data Group Peak Node Groupings Output Data Pipe Segment Beg. End. Node Node 94 93 94 95

Pipe Type Group 0 0

Pipe Flow Rate (gpm) 49.04 -73.76

Sprinkler Flow At Beg. Node (gpm)

Non-Sprinkler Flow Out (+) In (-) (gpm) (gpm)

Beg. Node Residual Pressure (psi)

Imbalance Flow At Beg. Node (gpm)

95 95 95

44 94 112

0 0 0

25.09 73.76 -98.84

0.00

0.00

0.00

31.90

0.00000

96 96

45 97

0 0

26.13 -26.13

0.00

0.00

0.00

34.89

0.00000

97 97 97

46 96 98

0 0 0

26.19 26.13 -52.32

0.00

0.00

0.00

35.04

0.00000

98 98 98

47 97 113

0 0 0

26.37 52.32 -78.70

0.00

0.00

0.00

35.52

0.00000

99 99

48 100

0 0

25.55 -25.55

0.00

0.00

0.00

33.36

0.00000

100 100 100

49 99 101

0 0 0

25.59 25.55 -51.14

0.00

0.00

0.00

33.48

0.00000

101 101 101

50 100 102

0 0 0

25.77 51.14 -76.91

0.00

0.00

0.00

33.93

0.00000

102 102 102

51 101 113

0 0 0

26.14 76.91 -103.05

0.00

0.00

0.00

34.91

0.00000

103 103 103

62 65 104

0 0 0

77.19 77.09 -154.28

0.00

0.00

0.00

36.72

0.00000

104 104 104

59 103 105

0 0 0

78.17 154.28 -232.45

0.00

0.00

0.00

36.97

0.00000

105 105 105

56 104 110

0 0 0

129.69 232.45 -362.14

0.00

0.00

0.00

40.22

0.00000

106 106 106

70 73 107

0 0 0

125.91 78.58 -204.49

0.00

0.00

0.00

37.73

0.00000

107 107 107

76 106 108

0 0 0

77.99 204.49 -282.48

0.00

0.00

0.00

36.75

0.00000

C:\ ...\Z20 Reactor & Exchangers - Area E.fiw

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Fire - Fire Sprinkler Hydraulics Calculation Program Jacobs ZATE Al-Khobar, 31952

Elite Software Development, Inc. UPGRADE HYDROPROCESSING INTEGRITY-RR Page 22

Fire Sprinkler Output Data Group Peak Node Groupings Output Data Pipe Segment Beg. End. Node Node

Pipe Type Group

Pipe Flow Rate (gpm)

Sprinkler Flow At Beg. Node (gpm)

Non-Sprinkler Flow Out (+) In (-) (gpm) (gpm)

Beg. Node Residual Pressure (psi)

Imbalance Flow At Beg. Node (gpm)

108 108 108

81 107 109

0 0 0

128.02 282.48 -410.50

0.00

0.00

0.00

37.95

0.00000

109 109

108 110

0 0

410.50 -410.50

0.00

0.00

0.00

43.20

0.00000

110 110 110

105 109 118

0 0 0

362.14 410.50 -772.64

0.00

0.00

0.00

43.43

0.00000

111 111 111

84 88 114

0 0 0

68.81 90.41 -159.21

0.00

0.00

0.00

27.65

0.00000

112 112 112

91 95 114

0 0 0

75.21 98.84 -174.05

0.00

0.00

0.00

33.13

0.00000

113 113 113

98 102 116

0 0 0

78.70 103.05 -181.74

0.00

0.00

0.00

36.46

0.00000

114 114 114

111 112 115

0 0 0

159.21 174.05 -333.26

0.00

0.00

0.00

36.23

0.00000

115 115

114 116

0 0

333.26 -333.26

0.00

0.00

0.00

43.02

0.00000

116 116 116

113 115 117

0 0 0

181.74 333.26 -515.01

0.00

0.00

0.00

43.40

0.00000

117 117

116 118

0 0

515.01 -515.01

0.00

0.00

0.00

45.01

0.00000

118 118 118

110 117 119

0 0 0

772.64 515.01 -1287.65

0.00

0.00

0.00

45.39

0.00000

119 119

118 120

0 0

1287.65 -1287.65

0.00

0.00

0.00

65.32

0.00000

120

119

0

1287.65

0.00

0.00

-1287.65

69.25

C:\ ...\Z20 Reactor & Exchangers - Area E.fiw

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Tuesday, January 15, 2019, 8:24 AM

Fire - Fire Sprinkler Hydraulics Calculation Program Jacobs ZATE Al-Khobar, 31952

Elite Software Development, Inc. UPGRADE HYDROPROCESSING INTEGRITY-RR Page 23

Fire Sprinkler Output Data Group Peak Pipe Output Data Beg. End. Node

Nodal KFactor (K)

Elevation (feet)

Spk/Hose Discharge (gpm)

Residual Nom. Dia. Pressure Inside Dia. (psi) C-Value

q (gpm) Q (gpm) Velocity (fps)

F. L./ft (psi/ft) Fittings Type-Grp

Pipe-Len. Fit-Len. Tot-Len. (ft)

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

1 52

4.48 6.70 25.48 0.00 7.30 0.00 SCHED 40 WET STEEL

32.34 33.98

1.00 1.049 120

25.48 25.48 9.46

0.20373 3E 0

3.33 6.00 9.33

1.901 -0.260 1.641

2 53

4.48 6.70 25.52 0.00 7.30 0.00 SCHED 40 WET STEEL

32.45 34.10

1.00 1.049 120

25.52 25.52 9.47

0.20437 3E 0

3.33 6.00 9.33

1.907 -0.260 1.647

52 53

0.00 7.30 0.00 0.00 7.30 0.00 SCHED 40 WET STEEL

33.98 34.10

2.00 2.067 120

0.00 25.48 2.44

0.00749 T 0

5.41 10.00 15.41

0.115 0.000 0.115

3 54

4.48 6.70 25.68 0.00 7.30 0.00 SCHED 40 WET STEEL

32.87 34.54

1.00 1.049 120

25.68 25.68 9.53

0.20679 3E 0

3.33 6.00 9.33

1.929 -0.260 1.670

53 54

0.00 7.30 0.00 0.00 7.30 0.00 SCHED 40 WET STEEL

34.10 34.54

2.00 2.067 120

0.00 51.00 4.88

0.02705 T 0

6.23 10.00 16.23

0.439 0.000 0.439

4 55

4.48 6.70 26.03 0.00 7.30 0.00 SCHED 40 WET STEEL

33.75 35.47

1.00 1.049 120

26.03 26.03 9.66

0.21194 3E 0

3.33 6.00 9.33

1.977 -0.260 1.718

54 55

0.00 7.30 0.00 0.00 7.30 0.00 SCHED 40 WET STEEL

34.54 35.47

2.00 2.067 120

0.00 76.68 7.33

0.05753 T 0

6.23 10.00 16.23

0.934 0.000 0.934

5 56

4.48 7.00 26.99 0.00 7.30 0.00 SCHED 40 WET STEEL

36.28 38.15

1.00 1.049 120

26.99 26.99 10.02

0.22660 3E 0

2.80 6.00 8.80

1.994 -0.130 1.864

55 56

0.00 7.30 0.00 0.00 7.30 0.00 SCHED 40 WET STEEL

35.47 38.15

2.00 2.067 120

0.00 102.71 9.82

0.09879 ET 0

12.10 15.00 27.10

2.677 0.000 2.677

6 57

4.48 10.00 25.97 0.00 8.40 0.00 SCHED 40 WET STEEL

33.61 36.44

1.00 1.049 120

25.97 25.97 9.64

0.21113 3E 0

4.10 6.00 10.10

2.132 0.693 2.825

7 58

4.48 10.00 26.02 0.00 8.40 0.00 SCHED 40 WET STEEL

33.73 36.56

1.00 1.049 120

26.02 26.02 9.66

0.21180 3E 0

4.10 6.00 10.10

2.139 0.693 2.832

57 58

0.00 8.40 0.00 0.00 8.40 0.00 SCHED 40 WET STEEL

36.44 36.56

2.00 2.067 120

0.00 25.97 2.48

0.00776 T 0

5.74 10.00 15.74

0.122 0.000 0.122

C:\ ...\Z20 Reactor & Exchangers - Area E.fiw

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Tuesday, January 15, 2019, 8:24 AM

Fire - Fire Sprinkler Hydraulics Calculation Program Jacobs ZATE Al-Khobar, 31952

Elite Software Development, Inc. UPGRADE HYDROPROCESSING INTEGRITY-RR Page 24

Fire Sprinkler Output Data Group Peak Pipe Output Data Beg. End. Node

Nodal KFactor (K)

Elevation (feet)

Spk/Hose Discharge (gpm)

Residual Nom. Dia. Pressure Inside Dia. (psi) C-Value

q (gpm) Q (gpm) Velocity (fps)

F. L./ft (psi/ft) Fittings Type-Grp

Pipe-Len. Fit-Len. Tot-Len. (ft)

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

8 59

4.48 10.00 26.18 0.00 8.40 0.00 SCHED 40 WET STEEL

34.14 37.00

1.00 1.049 120

26.18 26.18 9.72

0.21420 3E 0

4.10 6.00 10.10

2.163 0.693 2.856

58 59

0.00 8.40 0.00 0.00 8.40 0.00 SCHED 40 WET STEEL

36.56 37.00

2.00 2.067 120

0.00 51.99 4.97

0.02803 T 0

5.60 10.00 15.60

0.437 0.000 0.437

9 60

4.48 13.20 25.64 0.00 12.40 0.00 SCHED 40 WET STEEL

32.76 33.83

1.00 1.049 120

25.64 25.64 9.52

0.20619 E 0

1.50 2.00 3.50

0.722 0.346 1.068

10 61

4.48 13.20 25.69 0.00 12.40 0.00 SCHED 40 WET STEEL

32.88 33.95

1.00 1.049 120

25.69 25.69 9.54

0.20685 E 0

1.50 2.00 3.50

0.724 0.346 1.070

60 61

0.00 12.40 0.00 0.00 12.40 0.00 SCHED 40 WET STEEL

33.83 33.95

2.00 2.067 120

0.00 25.64 2.45

0.00758 T 0

5.41 10.00 15.41

0.117 0.000 0.117

11 62

4.48 13.20 25.86 0.00 12.40 0.00 SCHED 40 WET STEEL

33.31 34.39

1.00 1.049 120

25.86 25.86 9.60

0.20939 E 0

1.50 2.00 3.50

0.733 0.346 1.079

61 62

0.00 12.40 0.00 0.00 12.40 0.00 SCHED 40 WET STEEL

33.95 34.39

2.00 2.067 120

0.00 51.33 4.91

0.02738 T 0

6.23 10.00 16.23

0.444 0.000 0.444

12 63

4.48 13.20 25.61 0.00 12.40 0.00 SCHED 40 WET STEEL

32.68 33.74

1.00 1.049 120

25.61 25.61 9.51

0.20568 E 0

1.50 2.00 3.50

0.720 0.346 1.066

13 64

4.48 13.20 25.66 0.00 12.40 0.00 SCHED 40 WET STEEL

32.80 33.86

1.00 1.049 120

25.66 25.66 9.52

0.20638 E 0

1.50 2.00 3.50

0.722 0.346 1.069

63 64

0.00 12.40 0.00 0.00 12.40 0.00 SCHED 40 WET STEEL

33.74 33.86

2.00 2.067 120

0.00 25.61 2.45

0.00756 T 0

6.10 10.00 16.10

0.122 0.000 0.122

14 65

4.48 13.20 25.83 0.00 12.40 0.00 SCHED 40 WET STEEL

33.23 34.31

1.00 1.049 120

25.83 25.83 9.59

0.20890 E 0

1.50 2.00 3.50

0.731 0.346 1.078

64 65

0.00 12.40 0.00 0.00 12.40 0.00 SCHED 40 WET STEEL

33.86 34.31

2.00 2.067 120

0.00 51.26 4.90

0.02731 T 0

6.23 10.00 16.23

0.443 0.000 0.443

C:\ ...\Z20 Reactor & Exchangers - Area E.fiw

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Tuesday, January 15, 2019, 8:24 AM

Fire - Fire Sprinkler Hydraulics Calculation Program Jacobs ZATE Al-Khobar, 31952

Elite Software Development, Inc. UPGRADE HYDROPROCESSING INTEGRITY-RR Page 25

Fire Sprinkler Output Data Group Peak Pipe Output Data Beg. End. Node

Nodal KFactor (K)

Elevation (feet)

Spk/Hose Discharge (gpm)

Residual Nom. Dia. Pressure Inside Dia. (psi) C-Value

q (gpm) Q (gpm) Velocity (fps)

F. L./ft (psi/ft) Fittings Type-Grp

Pipe-Len. Fit-Len. Tot-Len. (ft)

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

15 66

4.48 6.70 24.78 0.00 7.30 0.00 SCHED 40 WET STEEL

30.59 32.14

1.00 1.049 120

24.78 24.78 9.20

0.19351 3E 0

3.33 6.00 9.33

1.805 -0.260 1.546

16 67

4.48 6.70 24.83 0.00 7.30 0.00 SCHED 40 WET STEEL

30.71 32.26

1.00 1.049 120

24.83 24.83 9.22

0.19419 3E 0

3.33 6.00 9.33

1.812 -0.260 1.552

66 67

0.00 7.30 0.00 0.00 7.30 0.00 SCHED 40 WET STEEL

32.14 32.26

2.00 2.067 120

0.00 24.78 2.37

0.00711 T 0

7.10 10.00 17.10

0.122 0.000 0.122

17 68

4.48 6.70 24.97 0.00 7.30 0.00 SCHED 40 WET STEEL

31.07 32.64

1.00 1.049 120

24.97 24.97 9.27

0.19631 3E 0

3.33 6.00 9.33

1.832 -0.260 1.572

67 68

0.00 7.30 0.00 0.00 7.30 0.00 SCHED 40 WET STEEL

32.26 32.64

2.00 2.067 120

0.00 49.60 4.74

0.02570 T 0

4.92 10.00 14.92

0.383 0.000 0.383

18 69

4.48 6.70 25.29 0.00 7.30 0.00 SCHED 40 WET STEEL

31.88 33.49

1.00 1.049 120

25.29 25.29 9.39

0.20103 3E 0

3.33 6.00 9.33

1.876 -0.260 1.616

68 69

0.00 7.30 0.00 0.00 7.30 0.00 SCHED 40 WET STEEL

32.64 33.49

2.00 2.067 120

0.00 74.58 7.13

0.05464 T 0

5.60 10.00 15.60

0.852 0.000 0.852

19 70

4.48 7.00 26.04 0.00 7.30 0.00 SCHED 40 WET STEEL

33.77 35.51

1.00 1.049 120

26.04 26.04 9.67

0.21207 3E 0

2.80 6.00 8.80

1.866 -0.130 1.736

69 70

0.00 7.30 0.00 0.00 7.30 0.00 SCHED 40 WET STEEL

33.49 35.51

2.00 2.067 120

0.00 99.87 9.55

0.09379 ET 0

6.50 15.00 21.50

2.017 0.000 2.017

20 71

4.48 6.70 26.11 0.00 7.30 0.00 SCHED 40 WET STEEL

33.97 35.70

1.00 1.049 120

26.11 26.11 9.69

0.21319 3E 0

3.33 6.00 9.33

1.989 -0.260 1.729

21 72

4.48 6.70 26.15 0.00 7.30 0.00 SCHED 40 WET STEEL

34.08 35.82

1.00 1.049 120

26.15 26.15 9.71

0.21385 3E 0

3.33 6.00 9.33

1.995 -0.260 1.735

71 72

0.00 7.30 0.00 0.00 7.30 0.00 SCHED 40 WET STEEL

35.70 35.82

2.00 2.067 120

0.00 26.11 2.50

0.00784 T 0

5.41 10.00 15.41

0.121 0.000 0.121

C:\ ...\Z20 Reactor & Exchangers - Area E.fiw

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Tuesday, January 15, 2019, 8:24 AM

Fire - Fire Sprinkler Hydraulics Calculation Program Jacobs ZATE Al-Khobar, 31952

Elite Software Development, Inc. UPGRADE HYDROPROCESSING INTEGRITY-RR Page 26

Fire Sprinkler Output Data Group Peak Pipe Output Data Beg. End. Node

Nodal KFactor (K)

Elevation (feet)

Spk/Hose Discharge (gpm)

Residual Nom. Dia. Pressure Inside Dia. (psi) C-Value

q (gpm) Q (gpm) Velocity (fps)

F. L./ft (psi/ft) Fittings Type-Grp

Pipe-Len. Fit-Len. Tot-Len. (ft)

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

22 73

4.48 6.70 26.32 0.00 7.30 0.00 SCHED 40 WET STEEL

34.52 36.28

1.00 1.049 120

26.32 26.32 9.77

0.21638 3E 0

3.33 6.00 9.33

2.019 -0.260 1.759

72 73

0.00 7.30 0.00 0.00 7.30 0.00 SCHED 40 WET STEEL

35.82 36.28

2.00 2.067 120

0.00 52.26 5.00

0.02830 T 0

6.23 10.00 16.23

0.459 0.000 0.459

23 74

4.48 13.20 25.91 0.00 12.40 0.00 SCHED 40 WET STEEL

33.45 34.53

1.00 1.049 120

25.91 25.91 9.62

0.21020 E 0

1.50 2.00 3.50

0.736 0.346 1.082

24 75

4.48 13.20 25.96 0.00 12.40 0.00 SCHED 40 WET STEEL

33.57 34.65

1.00 1.049 120

25.96 25.96 9.64

0.21087 E 0

1.50 2.00 3.50

0.738 0.346 1.084

74 75

0.00 12.40 0.00 0.00 12.40 0.00 SCHED 40 WET STEEL

34.53 34.65

2.00 2.067 120

0.00 25.91 2.48

0.00773 T 0

5.41 10.00 15.41

0.119 0.000 0.119

25 76

4.48 13.20 26.13 0.00 12.40 0.00 SCHED 40 WET STEEL

34.01 35.11

1.00 1.049 120

26.13 26.13 9.70

0.21345 E 0

1.50 2.00 3.50

0.747 0.346 1.093

75 76

0.00 12.40 0.00 0.00 12.40 0.00 SCHED 40 WET STEEL

34.65 35.11

2.00 2.067 120

0.00 51.87 4.96

0.02791 T 0

6.23 10.00 16.23

0.453 0.000 0.453

26 77

4.48 13.20 25.22 0.00 12.40 0.00 SCHED 40 WET STEEL

31.69 32.74

1.00 1.049 120

25.22 25.22 9.36

0.19996 E 0

1.50 2.00 3.50

0.700 0.346 1.046

27 78

4.48 13.20 25.27 0.00 12.40 0.00 SCHED 40 WET STEEL

31.81 32.86

1.00 1.049 120

25.27 25.27 9.38

0.20063 E 0

1.50 2.00 3.50

0.702 0.346 1.049

77 78

0.00 12.40 0.00 0.00 12.40 0.00 SCHED 40 WET STEEL

32.74 32.86

2.00 2.067 120

0.00 25.22 2.41

0.00735 T 0

6.10 10.00 16.10

0.118 0.000 0.118

28 79

4.48 13.20 25.43 0.00 12.40 0.00 SCHED 40 WET STEEL

32.23 33.29

1.00 1.049 120

25.43 25.43 9.44

0.20310 E 0

1.50 2.00 3.50

0.711 0.346 1.057

78 79

0.00 12.40 0.00 0.00 12.40 0.00 SCHED 40 WET STEEL

32.86 33.29

2.00 2.067 120

0.00 50.49 4.83

0.02655 T 0

6.23 10.00 16.23

0.431 0.000 0.431

C:\ ...\Z20 Reactor & Exchangers - Area E.fiw

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Tuesday, January 15, 2019, 8:24 AM

Fire - Fire Sprinkler Hydraulics Calculation Program Jacobs ZATE Al-Khobar, 31952

Elite Software Development, Inc. UPGRADE HYDROPROCESSING INTEGRITY-RR Page 27

Fire Sprinkler Output Data Group Peak Pipe Output Data Beg. End. Node

Nodal KFactor (K)

Elevation (feet)

Spk/Hose Discharge (gpm)

Residual Nom. Dia. Pressure Inside Dia. (psi) C-Value

q (gpm) Q (gpm) Velocity (fps)

F. L./ft (psi/ft) Fittings Type-Grp

Pipe-Len. Fit-Len. Tot-Len. (ft)

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

29 80

4.48 13.20 25.66 0.00 12.40 0.00 SCHED 40 WET STEEL

32.81 34.60

1.00 1.049 120

25.66 25.66 9.53

0.20644 2E 0

3.02 4.00 7.02

1.449 0.346 1.796

79 80

0.00 12.40 0.00 0.00 12.40 0.00 SCHED 40 WET STEEL

33.29 34.60

2.00 2.067 120

0.00 75.92 7.26

0.05648 ET 0

8.24 15.00 23.24

1.313 0.000 1.313

30 81

4.48 13.20 26.44 0.00 12.40 0.00 SCHED 40 WET STEEL

34.82 35.98

1.00 1.049 120

26.44 26.44 9.81

0.21815 E 0

1.70 2.00 3.70

0.807 0.346 1.154

80 81

0.00 12.40 0.00 0.00 12.40 0.00 SCHED 40 WET STEEL

34.60 35.98

2.00 2.067 120

0.00 101.58 9.71

0.09679 T 0

4.20 10.00 14.20

1.374 0.000 1.374

31 82

4.48 28.00 22.85 0.00 28.90 0.00 SCHED 40 WET STEEL

26.02 26.38

1.00 1.049 120

22.85 22.85 8.48

0.16658 2F 0

2.50 2.00 4.50

0.750 -0.390 0.360

32 83

4.48 28.00 22.90 0.00 28.90 0.00 SCHED 40 WET STEEL

26.12 26.49

1.00 1.049 120

22.90 22.90 8.50

0.16721 2F 0

2.50 2.00 4.50

0.752 -0.390 0.363

82 83

0.00 28.90 0.00 0.00 28.90 0.00 SCHED 40 WET STEEL

26.38 26.49

2.00 2.067 120

0.00 22.85 2.18

0.00612 FT 0

5.80 12.00 17.80

0.109 0.000 0.109

33 84

4.48 28.00 23.06 0.00 28.90 0.00 SCHED 40 WET STEEL

26.49 26.86

1.00 1.049 120

23.06 23.06 8.56

0.16938 2F 0

2.50 2.00 4.50

0.762 -0.390 0.373

83 84

0.00 28.90 0.00 0.00 28.90 0.00 SCHED 40 WET STEEL

26.49 26.86

2.00 2.067 120

0.00 45.75 4.37

0.02212 FT 0

5.00 12.00 17.00

0.376 0.000 0.376

34 85

4.48 28.00 22.40 0.00 28.90 0.00 SCHED 40 WET STEEL

25.00 25.33

1.00 1.049 120

22.40 22.40 8.32

0.16055 2F 0

2.50 2.00 4.50

0.722 -0.390 0.333

35 86

4.48 28.00 22.45 0.00 28.90 0.00 SCHED 40 WET STEEL

25.10 25.44

1.00 1.049 120

22.45 22.45 8.33

0.16118 2F 0

2.50 2.00 4.50

0.725 -0.390 0.336

85 86

0.00 28.90 0.00 0.00 28.90 0.00 SCHED 40 WET STEEL

25.33 25.44

2.00 2.067 120

0.00 22.40 2.14

0.00590 FT 0

6.25 12.00 18.25

0.108 0.000 0.108

C:\ ...\Z20 Reactor & Exchangers - Area E.fiw

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Tuesday, January 15, 2019, 8:24 AM

Fire - Fire Sprinkler Hydraulics Calculation Program Jacobs ZATE Al-Khobar, 31952

Elite Software Development, Inc. UPGRADE HYDROPROCESSING INTEGRITY-RR Page 28

Fire Sprinkler Output Data Group Peak Pipe Output Data Beg. End. Node

Nodal KFactor (K)

Elevation (feet)

Spk/Hose Discharge (gpm)

Residual Nom. Dia. Pressure Inside Dia. (psi) C-Value

q (gpm) Q (gpm) Velocity (fps)

F. L./ft (psi/ft) Fittings Type-Grp

Pipe-Len. Fit-Len. Tot-Len. (ft)

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

36 87

4.48 28.00 22.61 0.00 28.90 0.00 SCHED 40 WET STEEL

25.47 25.82

1.00 1.049 120

22.61 22.61 8.39

0.16336 2F 0

2.50 2.00 4.50

0.735 -0.390 0.345

86 87

0.00 28.90 0.00 0.00 28.90 0.00 SCHED 40 WET STEEL

25.44 25.82

2.00 2.067 120

0.00 44.85 4.29

0.02132 FT 0

5.73 12.00 17.73

0.378 0.000 0.378

37 88

4.48 28.00 22.95 0.00 28.90 0.00 SCHED 40 WET STEEL

26.24 26.60

1.00 1.049 120

22.95 22.95 8.52

0.16790 2F 0

2.50 2.00 4.50

0.756 -0.390 0.366

87 88

0.00 28.90 0.00 0.00 28.90 0.00 SCHED 40 WET STEEL

25.82 26.60

2.00 2.067 120

0.00 67.46 6.45

0.04538 FT 0

5.31 12.00 17.31

0.786 0.000 0.786

38 89

4.48 20.70 24.98 0.00 21.50 0.00 SCHED 40 WET STEEL

31.08 31.62

1.00 1.049 120

24.98 24.98 9.27

0.19636 2F 0

2.50 2.00 4.50

0.884 -0.346 0.537

39 90

4.48 20.70 25.03 0.00 21.50 0.00 SCHED 40 WET STEEL

31.22 31.76

1.00 1.049 120

25.03 25.03 9.29

0.19717 2F 0

2.50 2.00 4.50

0.887 -0.346 0.541

89 90

0.00 21.50 0.00 0.00 21.50 0.00 SCHED 40 WET STEEL

31.62 31.76

2.00 2.067 120

0.00 24.98 2.39

0.00722 FT 0

7.60 12.00 19.60

0.142 0.000 0.142

40 91

4.48 20.70 25.20 0.00 21.50 0.00 SCHED 40 WET STEEL

31.65 32.20

1.00 1.049 120

25.20 25.20 9.36

0.19969 2F 0

2.50 2.00 4.50

0.899 -0.346 0.552

90 91

0.00 21.50 0.00 0.00 21.50 0.00 SCHED 40 WET STEEL

31.76 32.20

2.00 2.067 120

0.00 50.01 4.78

0.02608 FT 0

5.00 12.00 17.00

0.443 0.000 0.443

41 92

4.48 20.70 24.49 0.00 21.50 0.00 SCHED 40 WET STEEL

29.89 30.40

1.00 1.049 120

24.49 24.49 9.09

0.18941 2F 0

2.50 2.00 4.50

0.852 -0.346 0.506

42 93

4.48 20.70 24.54 0.00 21.50 0.00 SCHED 40 WET STEEL

30.02 30.52

1.00 1.049 120

24.54 24.54 9.11

0.19014 2F 0

2.50 2.00 4.50

0.856 -0.346 0.509

92 93

0.00 21.50 0.00 0.00 21.50 0.00 SCHED 40 WET STEEL

30.40 30.52

2.00 2.067 120

0.00 24.49 2.34

0.00696 FT 0

6.25 12.00 18.25

0.127 0.000 0.127

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Elite Software Development, Inc. UPGRADE HYDROPROCESSING INTEGRITY-RR Page 29

Fire Sprinkler Output Data Group Peak Pipe Output Data Beg. End. Node

Nodal KFactor (K)

Elevation (feet)

Spk/Hose Discharge (gpm)

Residual Nom. Dia. Pressure Inside Dia. (psi) C-Value

q (gpm) Q (gpm) Velocity (fps)

F. L./ft (psi/ft) Fittings Type-Grp

Pipe-Len. Fit-Len. Tot-Len. (ft)

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

43 94

4.48 20.70 24.72 0.00 21.50 0.00 SCHED 40 WET STEEL

30.45 30.97

1.00 1.049 120

24.72 24.72 9.18

0.19269 2F 0

2.50 2.00 4.50

0.867 -0.346 0.521

93 94

0.00 21.50 0.00 0.00 21.50 0.00 SCHED 40 WET STEEL

30.52 30.97

2.00 2.067 120

0.00 49.04 4.69

0.02516 FT 0

5.73 12.00 17.73

0.446 0.000 0.446

44 95

4.48 20.70 25.09 0.00 21.50 0.00 SCHED 40 WET STEEL

31.35 31.90

1.00 1.049 120

25.09 25.09 9.31

0.19797 2F 0

2.50 2.00 4.50

0.891 -0.346 0.544

94 95

0.00 21.50 0.00 0.00 21.50 0.00 SCHED 40 WET STEEL

30.97 31.90

2.00 2.067 120

0.00 73.76 7.05

0.05354 FT 0

5.31 12.00 17.31

0.927 0.000 0.927

45 96

4.48 11.10 26.13 0.00 10.20 0.00 SCHED 40 WET STEEL

34.03 34.89

1.00 1.049 120

26.13 26.13 9.70

0.21354 F 0

1.21 1.00 2.21

0.472 0.390 0.862

46 97

4.48 11.10 26.19 0.00 10.20 0.00 SCHED 40 WET STEEL

34.18 35.04

1.00 1.049 120

26.19 26.19 9.72

0.21443 F 0

1.21 1.00 2.21

0.474 0.390 0.864

96 97

0.00 10.20 0.00 0.00 10.20 0.00 SCHED 40 WET STEEL

34.89 35.04

2.00 2.067 120

0.00 26.13 2.50

0.00785 FT 0

7.90 12.00 19.90

0.156 0.000 0.156

47 98

4.48 11.10 26.37 0.00 10.20 0.00 SCHED 40 WET STEEL

34.65 35.52

1.00 1.049 120

26.37 26.37 9.79

0.21718 F 0

1.21 1.00 2.21

0.480 0.390 0.870

97 98

0.00 10.20 0.00 0.00 10.20 0.00 SCHED 40 WET STEEL

35.04 35.52

2.00 2.067 120

0.00 52.32 5.00

0.02837 FT 0

4.90 12.00 16.90

0.479 0.000 0.479

48 99

4.48 11.10 25.55 0.00 10.20 0.00 SCHED 40 WET STEEL

32.51 33.36

1.00 1.049 120

25.55 25.55 9.48

0.20474 F 0

1.21 1.00 2.21

0.452 0.390 0.842

49 100

4.48 11.10 25.59 0.00 10.20 0.00 SCHED 40 WET STEEL

32.63 33.48

1.00 1.049 120

25.59 25.59 9.50

0.20542 F 0

1.21 1.00 2.21

0.454 0.390 0.844

99 100

0.00 10.20 0.00 0.00 10.20 0.00 SCHED 40 WET STEEL

33.36 33.48

2.00 2.067 120

0.00 25.55 2.44

0.00753 FT 0

3.74 12.00 15.74

0.118 0.000 0.118

C:\ ...\Z20 Reactor & Exchangers - Area E.fiw

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Tuesday, January 15, 2019, 8:24 AM

Fire - Fire Sprinkler Hydraulics Calculation Program Jacobs ZATE Al-Khobar, 31952

Elite Software Development, Inc. UPGRADE HYDROPROCESSING INTEGRITY-RR Page 30

Fire Sprinkler Output Data Group Peak Pipe Output Data Beg. End. Node

Nodal KFactor (K)

Elevation (feet)

Spk/Hose Discharge (gpm)

Residual Nom. Dia. Pressure Inside Dia. (psi) C-Value

q (gpm) Q (gpm) Velocity (fps)

F. L./ft (psi/ft) Fittings Type-Grp

Pipe-Len. Fit-Len. Tot-Len. (ft)

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

50 101

4.48 11.10 25.77 0.00 10.20 0.00 SCHED 40 WET STEEL

33.08 33.93

1.00 1.049 120

25.77 25.77 9.57

0.20806 F 0

1.21 1.00 2.21

0.460 0.390 0.850

100 101

0.00 10.20 0.00 0.00 10.20 0.00 SCHED 40 WET STEEL

33.48 33.93

2.00 2.067 120

0.00 51.14 4.89

0.02719 FT 0

4.87 12.00 16.87

0.459 0.000 0.459

51 102

4.48 11.10 26.14 0.00 10.20 0.00 SCHED 40 WET STEEL

34.05 34.91

1.00 1.049 120

26.14 26.14 9.70

0.21365 F 0

1.21 1.00 2.21

0.472 0.390 0.862

101 102

0.00 10.20 0.00 0.00 10.20 0.00 SCHED 40 WET STEEL

33.93 34.91

2.00 2.067 120

0.00 76.91 7.35

0.05784 FT 0

4.84 12.00 16.84

0.974 0.000 0.974

62 103

0.00 12.40 0.00 0.00 11.70 0.00 SCHED 40 WET STEEL

34.39 36.72

2.00 2.067 120

0.00 77.19 7.38

0.05823 2FET 0

15.80 19.00 34.80

2.027 0.303 2.330

65 103

0.00 12.40 0.00 0.00 11.70 0.00 SCHED 40 WET STEEL

34.31 36.72

2.00 2.067 120

0.00 77.09 7.37

0.05810 2ET 0

16.34 20.00 36.34

2.111 0.303 2.414

59 104

0.00 8.40 0.00 0.00 12.40 0.00 SCHED 40 WET STEEL

37.00 36.97

2.00 2.067 120

0.00 78.17 7.47

0.05961 2FT 0

14.54 14.00 28.54

1.701 -1.732 -0.031

103 104

0.00 11.70 0.00 0.00 12.40 0.00 SCHED 40 WET STEEL FBE LINED

36.72 36.97

3.00 3.068

0.00 154.28

0.02643 T

3.36 17.40

0.549 -0.303

130

6.70

0

20.76

0.245

56 105

0.00 7.30 0.00 0.00 7.30 0.00 SCHED 40 WET STEEL

38.15 40.22

2.00 2.067 120

0.00 129.69 12.40

0.15210 T 0

3.61 10.00 13.61

2.070 0.000 2.070

104 105

0.00 12.40 0.00 0.00 7.30 0.00 SCHED 40 WET STEEL FBE LINED

36.97 40.22

3.00 3.068

0.00 232.45

0.05641 T

1.07 17.40

1.042 2.208

130

10.09

0

18.47

3.250

70 106

0.00 7.30 0.00 0.00 7.30 0.00 SCHED 40 WET STEEL

35.51 37.73

2.00 2.067 120

0.00 125.91 12.04

0.14398 T 0

5.40 10.00 15.40

2.217 0.000 2.217

73 106

0.00 7.30 0.00 0.00 7.30 0.00 SCHED 40 WET STEEL

36.28 37.73

2.00 2.067 120

0.00 78.58 7.51

0.06020 ET 0

9.12 15.00 24.12

1.452 0.000 1.452

C:\ ...\Z20 Reactor & Exchangers - Area E.fiw

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Tuesday, January 15, 2019, 8:24 AM

Fire - Fire Sprinkler Hydraulics Calculation Program Jacobs ZATE Al-Khobar, 31952

Elite Software Development, Inc. UPGRADE HYDROPROCESSING INTEGRITY-RR Page 31

Fire Sprinkler Output Data Group Peak Pipe Output Data Beg. End. Node

Nodal KFactor (K)

Elevation (feet)

Spk/Hose Discharge (gpm)

Residual Nom. Dia. Pressure Inside Dia. (psi) C-Value

q (gpm) Q (gpm) Velocity (fps)

F. L./ft (psi/ft) Fittings Type-Grp

Pipe-Len. Fit-Len. Tot-Len. (ft)

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

76 107

0.00 12.40 0.00 0.00 11.80 0.00 SCHED 40 WET STEEL

35.11 36.75

2.00 2.067 120

0.00 77.99 7.46

0.05937 2FT 0

9.40 14.00 23.40

1.389 0.260 1.649

106 107

0.00 7.30 0.00 0.00 11.80 0.00 SCHED 40 WET STEEL FBE LINED

37.73 36.75

3.00 3.068

0.00 204.49

0.04451 T

4.52 17.40

0.976 -1.949

130

8.87

0

21.92

-0.973

81 108

0.00 12.40 0.00 0.00 12.40 0.00 SCHED 40 WET STEEL

35.98 37.95

2.00 2.067 120

0.00 128.02 12.24

0.14849 T 0

3.28 10.00 13.28

1.972 0.000 1.972

107 108

0.00 11.80 0.00 0.00 12.40 0.00 SCHED 40 WET STEEL FBE LINED

36.75 37.95

3.00 3.068

0.00 282.48

0.08092 T

0.56 17.40

1.453 -0.260

130

12.26

0

17.96

1.193

0.00 12.40 0.00 0.00 15.20 0.00 SCHED 40 WET STEEL FBE LINED

37.95 43.20

3.00 3.068

0.00 410.50

0.16157 2ET

6.37 33.64

6.464 -1.212

130

17.82

0

40.01

5.252

0.00 7.30 0.00 0.00 15.20 0.00 SCHED 40 WET STEEL FBE LINED

40.22 43.43

3.00 3.068

0.00 362.14

0.12813 2ET

18.14 33.64

6.634 -3.421

130

15.72

0

51.78

3.214

0.00 15.20 0.00 0.00 15.20 0.00 SCHED 40 WET STEEL FBE LINED

43.20 43.43

6.00 6.065

0.00 410.50

0.00585 T

4.64 34.80

0.231 0.000

130

4.56

0

39.44

0.231

84 111

0.00 28.90 0.00 0.00 28.90 0.00 SCHED 40 WET STEEL

26.86 27.65

2.00 2.067 120

0.00 68.81 6.58

0.04708 FT 0

4.66 12.00 16.66

0.784 0.000 0.784

88 111

0.00 28.90 0.00 0.00 28.90 0.00 SCHED 40 WET STEEL

26.60 27.65

2.00 2.067 120

0.00 90.41 8.64

0.07802 FT 0

1.35 12.00 13.35

1.042 0.000 1.042

91 112

0.00 21.50 0.00 0.00 21.50 0.00 SCHED 40 WET STEEL

32.20 33.13

2.00 2.067 120

0.00 75.21 7.19

0.05550 FT 0

4.66 12.00 16.66

0.925 0.000 0.925

95 112

0.00 21.50 0.00 0.00 21.50 0.00 SCHED 40 WET STEEL

31.90 33.13

2.00 2.067 120

0.00 98.84 9.45

0.09202 FT 0

1.35 12.00 13.35

1.228 0.000 1.228

108 109

105 110

109 110

C:\ ...\Z20 Reactor & Exchangers - Area E.fiw

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Tuesday, January 15, 2019, 8:24 AM

Fire - Fire Sprinkler Hydraulics Calculation Program Jacobs ZATE Al-Khobar, 31952

Elite Software Development, Inc. UPGRADE HYDROPROCESSING INTEGRITY-RR Page 32

Fire Sprinkler Output Data Group Peak Pipe Output Data Beg. End. Node

Nodal KFactor (K)

Elevation (feet)

Spk/Hose Discharge (gpm)

Residual Nom. Dia. Pressure Inside Dia. (psi) C-Value

q (gpm) Q (gpm) Velocity (fps)

F. L./ft (psi/ft) Fittings Type-Grp

Pipe-Len. Fit-Len. Tot-Len. (ft)

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

98 113

0.00 10.20 0.00 0.00 10.20 0.00 SCHED 40 WET STEEL

35.52 36.46

2.00 2.067 120

0.00 78.70 7.52

0.06036 FT 0

3.50 12.00 15.50

0.936 0.000 0.936

102 113

0.00 10.20 0.00 0.00 10.20 0.00 SCHED 40 WET STEEL

34.91 36.46

2.00 2.067 120

0.00 103.05 9.85

0.09939 FT 0

3.61 12.00 15.61

1.551 0.000 1.551

111 114

0.00 28.90 0.00 0.00 21.50 0.00 SCHED 40 WET STEEL

27.65 36.23

2.00 2.067 120

0.00 159.21 15.22

0.22228 ET 0

9.20 15.00 24.20

5.379 3.204 8.583

112 114

0.00 21.50 0.00 0.00 21.50 0.00 SCHED 40 WET STEEL

33.13 36.23

2.00 2.067 120

0.00 174.05 16.64

0.26213 T 0

1.84 10.00 11.84

3.104 0.000 3.104

114 115

0.00 21.50 0.00 0.00 14.30 0.00 SCHED 40 WET STEEL FBE LINED

36.23 43.02

3.00 3.068

0.00 333.26

0.10987 ET

7.90 25.52

3.672 3.118

130

14.46

0

33.42

6.789

113 116

0.00 10.20 0.00 0.00 14.30 0.00 SCHED 40 WET STEEL

36.46 43.40

2.00 2.067 120

0.00 181.74 17.38

0.28396 2ET 0

10.70 20.00 30.70

8.718 -1.775 6.942

115 116

0.00 14.30 0.00 0.00 14.30 0.00 SCHED 40 WET STEEL FBE LINED

43.02 43.40

4.00 4.026

0.00 333.26

0.02925 E

1.50 11.60

0.383 0.000

130

8.40

0

13.10

0.383

0.00 14.30 0.00 0.00 14.30 0.00 SCHED 40 WET STEEL FBE LINED

43.40 45.01

4.00 4.026

0.00 515.01

0.06544 T

1.31 23.20

1.604 0.000

130

12.98

0

24.51

1.604

0.00 15.20 0.00 0.00 14.30 0.00 SCHED 40 WET STEEL FBE LINED

43.43 45.39

6.00 6.065

0.00 772.64

0.01884 FET

24.10 59.16

1.569 0.390

130

8.58

0

83.26

1.958

0.00 14.30 0.00 0.00 14.30 0.00 SCHED 40 WET STEEL FBE LINED

45.01 45.39

6.00 6.065

0.00 515.01

0.00890 2E

10.65 32.48

0.384 0.000

130

5.72

0

43.13

0.384

0.04847 2F5ET2G C

107.00

13.736

176.36

6.192

283.36

19.928

116 117

110 118

117 118

118

0.00

14.30

0.00

45.39

6.00

0.00

119

0.00

0.00

0.00

65.32

6.065

1287.65

130

14.30

SCHED 40 WET STEEL FBE LINED C:\ ...\Z20 Reactor & Exchangers - Area E.fiw

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0

Tuesday, January 15, 2019, 8:24 AM

Fire - Fire Sprinkler Hydraulics Calculation Program Jacobs ZATE Al-Khobar, 31952

Elite Software Development, Inc. UPGRADE HYDROPROCESSING INTEGRITY-RR Page 33

Fire Sprinkler Output Data Group Peak Pipe Output Data Beg. End. Node 119 120

Nodal KFactor (K)

Elevation (feet)

Spk/Hose Discharge (gpm)

0.00 0.00 0.00 0.00 -3.40 0.00 SCHED 40 WET STEEL CEMENT LINE

q (gpm) Q (gpm) Velocity (fps)

F. L./ft (psi/ft) Fittings Type-Grp

Pipe-Len. Fit-Len. Tot-Len. (ft)

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

6.00 6.065

0.00 1287.65

0.04847 2E

18.33 32.40

2.459 1.472

130

14.30

0

50.73

3.931

Residual Nom. Dia. Pressure Inside Dia. (psi) C-Value 65.32 69.25

Fitting Legend: F = 45 Degree Elbow, E = 90 Degree Elbow, L = Long Turn Elbow, T = Tee or Cross, B = Butterfly Valve, G = Gate Valve, C = Check Valve

C:\ ...\Z20 Reactor & Exchangers - Area E.fiw

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Tuesday, January 15, 2019, 8:24 AM

Fire - Fire Sprinkler Hydraulics Calculation Program Jacobs ZATE Al-Khobar, 31952

Elite Software Development, Inc. UPGRADE HYDROPROCESSING INTEGRITY-RR Page 34

Fire Sprinkler Output Data Group Peak Sprinkler Output Data Flowing Sprinkler Node No.

Area Group Code

Sprinkler KFactor (K)

Sprinkler Elevation (feet)

Flowing Density (gpm/ft²)

Sprinkler Discharge (gpm)

1 Sub Totals For Non-Group

4.48

6.70

32.34

76.00 76.00

0.335 0.335

25.48 25.48

2 Sub Totals For Non-Group

4.48

6.70

32.45

76.00 76.00

0.336 0.336

25.52 25.52

3 Sub Totals For Non-Group

4.48

6.70

32.87

76.00 76.00

0.338 0.338

25.68 25.68

4 Sub Totals For Non-Group

4.48

6.70

33.75

76.00 76.00

0.342 0.342

26.03 26.03

5 Sub Totals For Non-Group

4.48

7.00

36.28

76.00 76.00

0.355 0.355

26.99 26.99

6 Sub Totals For Non-Group

4.48

10.00

33.61

76.00 76.00

0.342 0.342

25.97 25.97

7 Sub Totals For Non-Group

4.48

10.00

33.73

76.00 76.00

0.342 0.342

26.02 26.02

8 Sub Totals For Non-Group

4.48

10.00

34.14

76.00 76.00

0.344 0.344

26.18 26.18

9 Sub Totals For Non-Group

4.48

13.20

32.76

76.00 76.00

0.337 0.337

25.64 25.64

10 Sub Totals For Non-Group

4.48

13.20

32.88

76.00 76.00

0.338 0.338

25.69 25.69

11 Sub Totals For Non-Group

4.48

13.20

33.31

76.00 76.00

0.340 0.340

25.86 25.86

12 Sub Totals For Non-Group

4.48

13.20

32.68

76.00 76.00

0.337 0.337

25.61 25.61

13 Sub Totals For Non-Group

4.48

13.20

32.80

76.00 76.00

0.338 0.338

25.66 25.66

14 Sub Totals For Non-Group

4.48

13.20

33.23

76.00 76.00

0.340 0.340

25.83 25.83

15 Sub Totals For Non-Group

4.48

6.70

30.59

76.00 76.00

0.326 0.326

24.78 24.78

16 Sub Totals For Non-Group

4.48

6.70

30.71

76.00 76.00

0.327 0.327

24.83 24.83

17 Sub Totals For Non-Group

4.48

6.70

31.07

76.00 76.00

0.329 0.329

24.97 24.97

C:\ ...\Z20 Reactor & Exchangers - Area E.fiw

Residual Flowing Area Pressure (ft²) (psi)

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Fire - Fire Sprinkler Hydraulics Calculation Program Jacobs ZATE Al-Khobar, 31952

Elite Software Development, Inc. UPGRADE HYDROPROCESSING INTEGRITY-RR Page 35

Fire Sprinkler Output Data Group Peak Sprinkler Output Data Flowing Area Group Sprinkler Code Node No. 18 Sub Totals For Non-Group

4.48

Sprinkler Elevation (feet) 6.70

19 Sub Totals For Non-Group

4.48

7.00

33.77

76.00 76.00

0.343 0.343

26.04 26.04

20 Sub Totals For Non-Group

4.48

6.70

33.97

76.00 76.00

0.344 0.344

26.11 26.11

21 Sub Totals For Non-Group

4.48

6.70

34.08

76.00 76.00

0.344 0.344

26.15 26.15

22 Sub Totals For Non-Group

4.48

6.70

34.52

76.00 76.00

0.346 0.346

26.32 26.32

23 Sub Totals For Non-Group

4.48

13.20

33.45

76.00 76.00

0.341 0.341

25.91 25.91

24 Sub Totals For Non-Group

4.48

13.20

33.57

76.00 76.00

0.342 0.342

25.96 25.96

25 Sub Totals For Non-Group

4.48

13.20

34.01

76.00 76.00

0.344 0.344

26.13 26.13

26 Sub Totals For Non-Group

4.48

13.20

31.69

76.00 76.00

0.332 0.332

25.22 25.22

27 Sub Totals For Non-Group

4.48

13.20

31.81

76.00 76.00

0.332 0.332

25.27 25.27

28 Sub Totals For Non-Group

4.48

13.20

32.23

76.00 76.00

0.335 0.335

25.43 25.43

29 Sub Totals For Non-Group

4.48

13.20

32.81

76.00 76.00

0.338 0.338

25.66 25.66

30 Sub Totals For Non-Group

4.48

13.20

34.82

76.00 76.00

0.348 0.348

26.44 26.44

31 Sub Totals For Non-Group

4.48

28.00

26.02

76.00 76.00

0.301 0.301

22.85 22.85

32 Sub Totals For Non-Group

4.48

28.00

26.12

76.00 76.00

0.301 0.301

22.90 22.90

33 Sub Totals For Non-Group

4.48

28.00

26.49

76.00 76.00

0.303 0.303

23.06 23.06

34 Sub Totals For Non-Group

4.48

28.00

25.00

76.00 76.00

0.295 0.295

22.40 22.40

4.48

28.00

25.10

76.00

0.295

22.45

35

Sprinkler KFactor (K)

C:\ ...\Z20 Reactor & Exchangers - Area E.fiw

Residual Flowing Area Pressure (ft²) (psi) 31.88 76.00 76.00

143 of 342

Flowing Density (gpm/ft²) 0.333 0.333

Sprinkler Discharge (gpm) 25.29 25.29

Tuesday, January 15, 2019, 8:24 AM

Fire - Fire Sprinkler Hydraulics Calculation Program Jacobs ZATE Al-Khobar, 31952

Elite Software Development, Inc. UPGRADE HYDROPROCESSING INTEGRITY-RR Page 36

Fire Sprinkler Output Data Group Peak Sprinkler Output Data Flowing Area Group Sprinkler Code Node No. Sub Totals For Non-Group

Sprinkler KFactor (K)

Sprinkler Elevation (feet)

Residual Flowing Area Pressure (ft²) (psi) 76.00

Flowing Density (gpm/ft²) 0.295

Sprinkler Discharge (gpm) 22.45

36 Sub Totals For Non-Group

4.48

28.00

25.47

76.00 76.00

0.298 0.298

22.61 22.61

37 Sub Totals For Non-Group

4.48

28.00

26.24

76.00 76.00

0.302 0.302

22.95 22.95

38 Sub Totals For Non-Group

4.48

20.70

31.08

76.00 76.00

0.329 0.329

24.98 24.98

39 Sub Totals For Non-Group

4.48

20.70

31.22

76.00 76.00

0.329 0.329

25.03 25.03

40 Sub Totals For Non-Group

4.48

20.70

31.65

76.00 76.00

0.332 0.332

25.20 25.20

41 Sub Totals For Non-Group

4.48

20.70

29.89

76.00 76.00

0.322 0.322

24.49 24.49

42 Sub Totals For Non-Group

4.48

20.70

30.02

76.00 76.00

0.323 0.323

24.54 24.54

43 Sub Totals For Non-Group

4.48

20.70

30.45

76.00 76.00

0.325 0.325

24.72 24.72

44 Sub Totals For Non-Group

4.48

20.70

31.35

76.00 76.00

0.330 0.330

25.09 25.09

45 Sub Totals For Non-Group

4.48

11.10

34.03

76.00 76.00

0.344 0.344

26.13 26.13

46 Sub Totals For Non-Group

4.48

11.10

34.18

76.00 76.00

0.345 0.345

26.19 26.19

47 Sub Totals For Non-Group

4.48

11.10

34.65

76.00 76.00

0.347 0.347

26.37 26.37

48 Sub Totals For Non-Group

4.48

11.10

32.51

76.00 76.00

0.336 0.336

25.55 25.55

49 Sub Totals For Non-Group

4.48

11.10

32.63

76.00 76.00

0.337 0.337

25.59 25.59

50 Sub Totals For Non-Group

4.48

11.10

33.08

76.00 76.00

0.339 0.339

25.77 25.77

51 Sub Totals For Non-Group

4.48

11.10

34.05

76.00 76.00

0.344 0.344

26.14 26.14

3876.00

0.332

1287.65

Totals For All Groups

C:\ ...\Z20 Reactor & Exchangers - Area E.fiw

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Tuesday, January 15, 2019, 8:24 AM

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Elite Software Development, Inc. UPGRADE HYDROPROCESSING INTEGRITY-RR Page 37

Fire Sprinkler Output Summary Hydraulically Most Demanding Sprinkler Node HMD Sprinkler Node Number: HMD Actual Residual Pressure: HMD Actual GPM:

34 25.00 psi 22.40 gpm

Sprinkler Summary Sprinkler System Type: Specified Area Of Application: Adjusted Area Of Application: Minimum Desired Density: Application Average Density: Application Adjusted Density (not required by NFPA 13): Application Average Area Per Sprinkler: Adjusted Area Per Sprinkler (not required by NFPA 13): Sprinkler Flow: Average Sprinkler Flow:

Dry 2560.00 3328.00 0.250 0.503 0.387 50.20 65.25 1287.65 25.25

ft² ft² gpm/ft² gpm/ft² gpm/ft² ft² ft² gpm gpm

Flow Velocity And Imbalance Summary Maximum Flow Velocity ( In Pipe 108 - 109 ) Maximum Velocity Pressure ( In Pipe 108 - 109 ) Allowable Maximum Nodal Pressure Imbalance: Actual Maximum Nodal Pressure Imbalance: Actual Average Nodal Pressure Imbalance: Actual Maximum Nodal Flow Imbalance: Actual Average Nodal Flow Imbalance:

17.82 ft/sec 2.14 psi 0.0000 0.0000 0.0000 0.0000 0.0000

psi psi psi gpm gpm

Overall Network Summary Number Of Unique Pipe Sections: Number Of Flowing Sprinklers: Pipe System Water Volume: Sprinkler Flow: Non-Sprinkler Flow: Minimum Required Residual Pressure At System Inflow Node: Demand Flow At System Inflow Node:

C:\ ...\Z20 Reactor & Exchangers - Area E.fiw

119 51 329.86 gal 1287.65 gpm 0.00 gpm 69.25 psi 1287.65 gpm

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Tuesday, January 15, 2019, 8:24 AM

Fire - Fire Sprinkler Hydraulics Calculation Program Jacobs ZATE Al-Khobar, 31952

Elite Software Development, Inc. UPGRADE HYDROPROCESSING INTEGRITY-RR Page 38

Fire Sprinkler Output Data Hydraulic Supply/Demand Graph

200 180

162

Pressure psi

160 140 120

100

100

90

80 60 40 20 0 10 20

30

40

50

60

70

80

90

100

Flowrate(x100) gpm

Supply Curve Data Static Pressure: 162 psi Test Residual Pressure: 100 psi Test Flow Rate: 9219 gpm

Demand Curve Data Calculated Residual Pressure: 69.25 psi Calculated Flow Rate: 1287.65 gpm Excess Available Residual Pressure At Calculated Flow: 91.13 psi Pressure Required For First Sprinkler Downstream From Inflow Node To Flow: 4.50 psi

C:\ ...\Z20 Reactor & Exchangers - Area E.fiw

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Tuesday, January 15, 2019, 8:24 AM

D

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147 of 342

D V

UPGRADE HYDROPROCESSING INTEGRITY-RR Fire Sprinkler Reports

for

SAUDI ARAMCO Z29-V-2, Z29-E-1A/1B/1C/1D,E-2A/2B/2C/2D RIYADH REFINERY (XV-5154)

Prepared By: JACOBS ZATE JACOBS ZATE ALKHOBAR SAUDI ARABIA

DECEMBER 2018

148 of 342

Fire - Fire Sprinkler Hydraulics Calculation Program Jacobs ZATE Al-Khobar, 31952

Elite Software Development, Inc. UPGRADE HYDROPROCESSING INTEGRITY-RR Page 2

General Project Data Report General Data Project Title: Designed By: Code Reference: Client Name: Address: Company Name: Company Address: Phone: Building Name: Contact at Building: Address Of Building:

UPGRADE HYDROPROCESSING INTEGRITY-RR JACOBS ZATE NFPA 15, API 2030 & SAES-B-017 Job Number: BI-10-02172-0001 SAUDI ARAMCO Z29-V-2, Z29-E-1A/1B/1C/1D,E2A/2B/2C/2D JACOBS ZATE ALKHOBAR Job Number: BI-10-02172-0001 Z29-V-2, Z29-E-1A/1B/1C/1D,E2A/2B/2C/2D RIYADH REFINERY AREA F

Date: Approving Agency:

Z29 Reactor & Exchangers - Area F..fiw DECEMBER 2018 SAUDI ARAMCO

Phone:

SAUDI ARABIA

City, State Zip Code:

RIYADH REFINERY (XV-5154)

Representative: City And State:

SAUDI ARABIA

Building Owner:

SAUDI ARAMCO

Phone at Building: City, State Zip Code:

RIYADH

Project File Name:

Project Data Description Of Hazard: HIGH RISK AREA Design Area Of Water Application: 2865 Default Sprinkler K-Factor: 4.48 Inside Hose Stream Allowance: 0.00 In Rack Sprinkler Allowance: 0.00

ft² K gpm gpm

Sprinkler Specifications Make: HD FIRE PROTECT Size: 1/2" WATER SPRAY NOZZLES

Sprinkler System Type: Dry Maximum Area Per Sprinkler: 76 ft² Default Pipe Material: SCHED 40 WET STEEL Outside Hose Stream Allowance: 0.00 gpm

Model: Temperature Rating:

MV-A 100 F

Water Supply Test Data Source Of Information: Test Hydrant ID:

RIYADH REFINERY FrPD FHY-E-02

Hydrant Elevation: Test Flow Rate: Calculated System Flow Rate: Available Residual Pressure At System Flow:

3 ft 9219.00 gpm 1681.37 gpm

Date Of Test:

8 AUG 2017

Static Pressure: Test Residual Pressure: Calculated Inflow Residual Pressure:

162.00 psi 100.00 psi 83.93 psi

159.34 psi

Calculation Project Data Calculation Mode: HMD Minimum Residual Pressure: Number Of Active Nodes: Number Of Active Pipes: Number Of Active Sprinklers:

Demand 25.00 psi 162 161 69

C:\ ...\Z29 Reactor & Exchangers - Area F.fiw

Minimum Desired Flow Density: Number Of Inactive Pipes: Number Of Inactive Sprinklers:

149 of 342

0.25 gpm/ft² 0 0

Tuesday, January 15, 2019, 8:25 AM

Fire - Fire Sprinkler Hydraulics Calculation Program Jacobs ZATE Al-Khobar, 31952

Elite Software Development, Inc. UPGRADE HYDROPROCESSING INTEGRITY-RR Page 3

Fire Sprinkler Input Data Node Input Data Area Group Branch Dia. (in)

Sprinkler KFactor (K) Branch Len. (ft)

Pressure Estimate (psi) Branch Stnd Fittings

Node Elev (ft) Branch NonStnd Fittings (ft)

Non-Sprinkler Flow (gpm) Branch Sprk KFactor (K)

Sprinkler ----

---0.000

4.48 0.0

28.31 ----

8.00 0.0

0.00 0.00

2

Sprinkler ----

---0.000

4.48 0.0

28.41 ----

8.00 0.0

0.00 0.00

3

Sprinkler ----

---0.000

4.48 0.0

28.78 ----

8.00 0.0

0.00 0.00

4

Sprinkler ----

---0.000

4.48 0.0

29.56 ----

8.00 0.0

0.00 0.00

5

Sprinkler ----

---0.000

4.48 0.0

30.62 ----

2.70 0.0

0.00 0.00

6

Sprinkler ----

---0.000

4.48 0.0

31.19 ----

1.90 0.0

0.00 0.00

7

Sprinkler ----

---0.000

4.48 0.0

31.69 ----

1.90 0.0

0.00 0.00

8

Sprinkler ----

---0.000

4.48 0.0

30.31 ----

6.60 0.0

0.00 0.00

9

Sprinkler ----

---0.000

4.48 0.0

27.18 ----

9.70 0.0

0.00 0.00

10

Sprinkler ----

---0.000

4.48 0.0

27.28 ----

9.70 0.0

0.00 0.00

11

Sprinkler ----

---0.000

4.48 0.0

28.41 ----

8.00 0.0

0.00 0.00

12

Sprinkler ----

---0.000

4.48 0.0

30.05 ----

8.00 0.0

0.00 0.00

13

Sprinkler ----

---0.000

4.48 0.0

25.93 ----

11.00 0.0

0.00 0.00

14

Sprinkler ----

---0.000

4.48 0.0

26.02 ----

11.00 0.0

0.00 0.00

15

Sprinkler ----

---0.000

4.48 0.0

27.29 ----

8.40 0.0

0.00 0.00

16

Sprinkler ----

---0.000

4.48 0.0

28.59 ----

8.40 0.0

0.00 0.00

17

Sprinkler ----

---0.000

4.48 0.0

30.65 ----

6.60 0.0

0.00 0.00

Node No.

Node Description Branch Description

1

C:\ ...\Z29 Reactor & Exchangers - Area F.fiw

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Elite Software Development, Inc. UPGRADE HYDROPROCESSING INTEGRITY-RR Page 4

Fire Sprinkler Input Data Node Input Data (cont'd) Area Group Branch Dia. (in)

Sprinkler KFactor (K) Branch Len. (ft)

Pressure Estimate (psi) Branch Stnd Fittings

Node Elev (ft) Branch NonStnd Fittings (ft)

Non-Sprinkler Flow (gpm) Branch Sprk KFactor (K)

Sprinkler ----

---0.000

4.48 0.0

32.75 ----

1.70 0.0

0.00 0.00

19

Sprinkler ----

---0.000

4.48 0.0

33.16 ----

1.70 0.0

0.00 0.00

20

Sprinkler ----

---0.000

4.48 0.0

33.66 ----

1.70 0.0

0.00 0.00

21

Sprinkler ----

---0.000

4.48 0.0

27.33 ----

9.70 0.0

0.00 0.00

22

Sprinkler ----

---0.000

4.48 0.0

27.44 ----

9.70 0.0

0.00 0.00

23

Sprinkler ----

---0.000

4.48 0.0

28.54 ----

8.00 0.0

0.00 0.00

24

Sprinkler ----

---0.000

4.48 0.0

30.17 ----

8.00 0.0

0.00 0.00

25

Sprinkler ----

---0.000

4.48 0.0

28.87 ----

11.00 0.0

0.00 0.00

26

Sprinkler ----

---0.000

4.48 0.0

28.97 ----

11.00 0.0

0.00 0.00

27

Sprinkler ----

---0.000

4.48 0.0

30.19 ----

8.40 0.0

0.00 0.00

28

Sprinkler ----

---0.000

4.48 0.0

31.64 ----

8.40 0.0

0.00 0.00

29

Sprinkler ----

---0.000

4.48 0.0

32.25 ----

1.70 0.0

0.00 0.00

30

Sprinkler ----

---0.000

4.48 0.0

32.55 ----

1.70 0.0

0.00 0.00

31

Sprinkler ----

---0.000

4.48 0.0

33.04 ----

1.70 0.0

0.00 0.00

32

Sprinkler ----

---0.000

4.48 0.0

31.65 ----

6.60 0.0

0.00 0.00

33

Sprinkler ----

---0.000

4.48 0.0

27.84 ----

8.00 0.0

0.00 0.00

34

Sprinkler ----

---0.000

4.48 0.0

27.94 ----

8.00 0.0

0.00 0.00

Node No.

Node Description Branch Description

18

C:\ ...\Z29 Reactor & Exchangers - Area F.fiw

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Elite Software Development, Inc. UPGRADE HYDROPROCESSING INTEGRITY-RR Page 5

Fire Sprinkler Input Data Node Input Data (cont'd) Area Group Branch Dia. (in)

Sprinkler KFactor (K) Branch Len. (ft)

Pressure Estimate (psi) Branch Stnd Fittings

Node Elev (ft) Branch NonStnd Fittings (ft)

Non-Sprinkler Flow (gpm) Branch Sprk KFactor (K)

Sprinkler ----

---0.000

4.48 0.0

28.26 ----

8.00 0.0

0.00 0.00

36

Sprinkler ----

---0.000

4.48 0.0

28.96 ----

8.00 0.0

0.00 0.00

37

Sprinkler ----

---0.000

4.48 0.0

30.14 ----

8.00 0.0

0.00 0.00

38

Sprinkler ----

---0.000

4.48 0.0

35.86 ----

1.90 0.0

0.00 0.00

39

Sprinkler ----

---0.000

4.48 0.0

36.02 ----

1.90 0.0

0.00 0.00

40

Sprinkler ----

---0.000

4.48 0.0

36.57 ----

1.90 0.0

0.00 0.00

41

Sprinkler ----

---0.000

4.48 0.0

31.67 ----

8.00 0.0

0.00 0.00

42

Sprinkler ----

---0.000

4.48 0.0

31.78 ----

8.00 0.0

0.00 0.00

43

Sprinkler ----

---0.000

4.48 0.0

32.19 ----

8.00 0.0

0.00 0.00

44

Sprinkler ----

---0.000

4.48 0.0

33.05 ----

8.00 0.0

0.00 0.00

45

Sprinkler ----

---0.000

4.48 0.0

30.34 ----

8.00 0.0

0.00 0.00

46

Sprinkler ----

---0.000

4.48 0.0

30.45 ----

8.00 0.0

0.00 0.00

47

Sprinkler ----

---0.000

4.48 0.0

30.84 ----

8.00 0.0

0.00 0.00

48

Sprinkler ----

---0.000

4.48 0.0

31.71 ----

8.00 0.0

0.00 0.00

49

Sprinkler ----

---0.000

4.48 0.0

33.37 ----

6.60 0.0

0.00 0.00

50

Sprinkler ----

---0.000

4.48 0.0

25.65 ----

31.80 0.0

0.00 0.00

51

Sprinkler ----

---0.000

4.48 0.0

25.79 ----

31.80 0.0

0.00 0.00

Node No.

Node Description Branch Description

35

C:\ ...\Z29 Reactor & Exchangers - Area F.fiw

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Fire - Fire Sprinkler Hydraulics Calculation Program Jacobs ZATE Al-Khobar, 31952

Elite Software Development, Inc. UPGRADE HYDROPROCESSING INTEGRITY-RR Page 6

Fire Sprinkler Input Data Node Input Data (cont'd) Area Group Branch Dia. (in)

Sprinkler KFactor (K) Branch Len. (ft)

Pressure Estimate (psi) Branch Stnd Fittings

Node Elev (ft) Branch NonStnd Fittings (ft)

Non-Sprinkler Flow (gpm) Branch Sprk KFactor (K)

Sprinkler ----

---0.000

4.48 0.0

25.00 ----

31.80 0.0

0.00 0.00

53

Sprinkler ----

---0.000

4.48 0.0

25.11 ----

31.80 0.0

0.00 0.00

54

Sprinkler ----

---0.000

4.48 0.0

25.53 ----

31.80 0.0

0.00 0.00

55

Sprinkler ----

---0.000

4.48 0.0

27.10 ----

26.40 0.0

0.00 0.00

56

Sprinkler ----

---0.000

4.48 0.0

27.23 ----

26.40 0.0

0.00 0.00

57

Sprinkler ----

---0.000

4.48 0.0

26.50 ----

26.40 0.0

0.00 0.00

58

Sprinkler ----

---0.000

4.48 0.0

26.61 ----

26.40 0.0

0.00 0.00

59

Sprinkler ----

---0.000

4.48 0.0

27.02 ----

26.40 0.0

0.00 0.00

60

Sprinkler ----

---0.000

4.48 0.0

29.18 ----

20.30 0.0

0.00 0.00

61

Sprinkler ----

---0.000

4.48 0.0

29.32 ----

20.30 0.0

0.00 0.00

62

Sprinkler ----

---0.000

4.48 0.0

28.21 ----

20.30 0.0

0.00 0.00

63

Sprinkler ----

---0.000

4.48 0.0

28.67 ----

20.30 0.0

0.00 0.00

64

Sprinkler ----

---0.000

4.48 0.0

29.10 ----

20.30 0.0

0.00 0.00

65

Sprinkler ----

---0.000

4.48 0.0

29.44 ----

9.20 0.0

0.00 0.00

66

Sprinkler ----

---0.000

4.48 0.0

29.59 ----

9.20 0.0

0.00 0.00

67

Sprinkler ----

---0.000

4.48 0.0

30.05 ----

9.20 0.0

0.00 0.00

68

Sprinkler ----

---0.000

4.48 0.0

30.25 ----

9.20 0.0

0.00 0.00

Node No.

Node Description Branch Description

52

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Fire Sprinkler Input Data Node Input Data (cont'd) Area Group Branch Dia. (in)

Sprinkler KFactor (K) Branch Len. (ft)

Pressure Estimate (psi) Branch Stnd Fittings

Node Elev (ft) Branch NonStnd Fittings (ft)

Non-Sprinkler Flow (gpm) Branch Sprk KFactor (K)

Sprinkler ----

---0.000

4.48 0.0

30.38 ----

9.20 0.0

0.00 0.00

70

No Discharge ----

---0.000

N/A 0.0

29.20 ----

7.30 0.0

0.00 0.00

71

No Discharge ----

---0.000

N/A 0.0

29.31 ----

7.30 0.0

0.00 0.00

72

No Discharge ----

---0.000

N/A 0.0

29.68 ----

7.30 0.0

0.00 0.00

73

No Discharge ----

---0.000

N/A 0.0

30.48 ----

7.30 0.0

0.00 0.00

74

No Discharge ----

---0.000

N/A 0.0

31.19 ----

2.10 0.0

0.00 0.00

75

No Discharge ----

---0.000

N/A 0.0

31.76 ----

1.30 0.0

0.00 0.00

76

No Discharge ----

---0.000

N/A 0.0

32.27 ----

1.30 0.0

0.00 0.00

77

No Discharge ----

---0.000

N/A 0.0

31.60 ----

6.10 0.0

0.00 0.00

78

No Discharge ----

---0.000

N/A 0.0

27.97 ----

10.30 0.0

0.00 0.00

79

No Discharge ----

---0.000

N/A 0.0

28.08 ----

10.30 0.0

0.00 0.00

80

No Discharge ----

---0.000

N/A 0.0

29.80 ----

7.30 0.0

0.00 0.00

81

No Discharge ----

---0.000

N/A 0.0

30.97 ----

7.30 0.0

0.00 0.00

82

No Discharge ----

---0.000

N/A 0.0

26.94 ----

10.30 0.0

0.00 0.00

83

No Discharge ----

---0.000

N/A 0.0

27.04 ----

10.30 0.0

0.00 0.00

84

No Discharge ----

---0.000

N/A 0.0

28.97 ----

7.30 0.0

0.00 0.00

85

No Discharge ----

---0.000

N/A 0.0

29.69 ----

7.30 0.0

0.00 0.00

Node No.

Node Description Branch Description

69

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Fire Sprinkler Input Data Node Input Data (cont'd) Area Group Branch Dia. (in)

Sprinkler KFactor (K) Branch Len. (ft)

Pressure Estimate (psi) Branch Stnd Fittings

Node Elev (ft) Branch NonStnd Fittings (ft)

Non-Sprinkler Flow (gpm) Branch Sprk KFactor (K)

No Discharge ----

---0.000

N/A 0.0

32.13 ----

7.30 0.0

0.00 0.00

87

No Discharge ----

---0.000

N/A 0.0

33.35 ----

1.10 0.0

0.00 0.00

88

No Discharge ----

---0.000

N/A 0.0

33.75 ----

1.10 0.0

0.00 0.00

89

No Discharge ----

---0.000

N/A 0.0

34.26 ----

1.10 0.0

0.00 0.00

90

No Discharge ----

---0.000

N/A 0.0

28.13 ----

10.30 0.0

0.00 0.00

91

No Discharge ----

---0.000

N/A 0.0

28.24 ----

10.30 0.0

0.00 0.00

92

No Discharge ----

---0.000

N/A 0.0

29.98 ----

7.30 0.0

0.00 0.00

93

No Discharge ----

---0.000

N/A 0.0

31.10 ----

7.30 0.0

0.00 0.00

94

No Discharge ----

---0.000

N/A 0.0

29.96 ----

10.30 0.0

0.00 0.00

95

No Discharge ----

---0.000

N/A 0.0

30.07 ----

10.30 0.0

0.00 0.00

96

No Discharge ----

---0.000

N/A 0.0

32.06 ----

7.30 0.0

0.00 0.00

97

No Discharge ----

---0.000

N/A 0.0

32.81 ----

7.30 0.0

0.00 0.00

98

No Discharge ----

---0.000

N/A 0.0

32.83 ----

1.10 0.0

0.00 0.00

99

No Discharge ----

---0.000

N/A 0.0

33.14 ----

1.10 0.0

0.00 0.00

100

No Discharge ----

---0.000

N/A 0.0

33.63 ----

1.10 0.0

0.00 0.00

101

No Discharge ----

---0.000

N/A 0.0

33.52 ----

6.10 0.0

0.00 0.00

102

No Discharge ----

---0.000

N/A 0.0

28.73 ----

7.30 0.0

0.00 0.00

Node No.

Node Description Branch Description

86

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Fire Sprinkler Input Data Node Input Data (cont'd) Area Group Branch Dia. (in)

Sprinkler KFactor (K) Branch Len. (ft)

Pressure Estimate (psi) Branch Stnd Fittings

Node Elev (ft) Branch NonStnd Fittings (ft)

Non-Sprinkler Flow (gpm) Branch Sprk KFactor (K)

No Discharge ----

---0.000

N/A 0.0

28.83 ----

7.30 0.0

0.00 0.00

104

No Discharge ----

---0.000

N/A 0.0

29.16 ----

7.30 0.0

0.00 0.00

105

No Discharge ----

---0.000

N/A 0.0

29.86 ----

7.30 0.0

0.00 0.00

106

No Discharge ----

---0.000

N/A 0.0

31.07 ----

7.30 0.0

0.00 0.00

107

No Discharge ----

---0.000

N/A 0.0

36.48 ----

1.30 0.0

0.00 0.00

108

No Discharge ----

---0.000

N/A 0.0

36.64 ----

1.30 0.0

0.00 0.00

109

No Discharge ----

---0.000

N/A 0.0

37.20 ----

1.30 0.0

0.00 0.00

110

No Discharge ----

---0.000

N/A 0.0

32.66 ----

7.30 0.0

0.00 0.00

111

No Discharge ----

---0.000

N/A 0.0

32.78 ----

7.30 0.0

0.00 0.00

112

No Discharge ----

---0.000

N/A 0.0

33.20 ----

7.30 0.0

0.00 0.00

113

No Discharge ----

---0.000

N/A 0.0

34.08 ----

7.30 0.0

0.00 0.00

114

No Discharge ----

---0.000

N/A 0.0

31.31 ----

7.30 0.0

0.00 0.00

115

No Discharge ----

---0.000

N/A 0.0

31.43 ----

7.30 0.0

0.00 0.00

116

No Discharge ----

---0.000

N/A 0.0

31.82 ----

7.30 0.0

0.00 0.00

117

No Discharge ----

---0.000

N/A 0.0

32.71 ----

7.30 0.0

0.00 0.00

118

No Discharge ----

---0.000

N/A 0.0

35.01 ----

7.30 0.0

0.00 0.00

119

No Discharge ----

---0.000

N/A 0.0

26.23 ----

31.30 0.0

0.00 0.00

Node No.

Node Description Branch Description

103

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Fire Sprinkler Input Data Node Input Data (cont'd) Area Group Branch Dia. (in)

Sprinkler KFactor (K) Branch Len. (ft)

Pressure Estimate (psi) Branch Stnd Fittings

Node Elev (ft) Branch NonStnd Fittings (ft)

Non-Sprinkler Flow (gpm) Branch Sprk KFactor (K)

No Discharge ----

---0.000

N/A 0.0

26.38 ----

31.30 0.0

0.00 0.00

121

No Discharge ----

---0.000

N/A 0.0

25.57 ----

31.30 0.0

0.00 0.00

122

No Discharge ----

---0.000

N/A 0.0

25.68 ----

31.30 0.0

0.00 0.00

123

No Discharge ----

---0.000

N/A 0.0

26.11 ----

31.30 0.0

0.00 0.00

124

No Discharge ----

---0.000

N/A 0.0

28.31 ----

27.00 0.0

0.00 0.00

125

No Discharge ----

---0.000

N/A 0.0

28.45 ----

27.00 0.0

0.00 0.00

126

No Discharge ----

---0.000

N/A 0.0

27.69 ----

27.00 0.0

0.00 0.00

127

No Discharge ----

---0.000

N/A 0.0

27.80 ----

27.00 0.0

0.00 0.00

128

No Discharge ----

---0.000

N/A 0.0

28.23 ----

27.00 0.0

0.00 0.00

129

No Discharge ----

---0.000

N/A 0.0

30.46 ----

21.00 0.0

0.00 0.00

130

No Discharge ----

---0.000

N/A 0.0

30.61 ----

21.00 0.0

0.00 0.00

131

No Discharge ----

---0.000

N/A 0.0

29.80 ----

21.00 0.0

0.00 0.00

132

No Discharge ----

---0.000

N/A 0.0

29.92 ----

21.00 0.0

0.00 0.00

133

No Discharge ----

---0.000

N/A 0.0

30.38 ----

21.00 0.0

0.00 0.00

134

No Discharge ----

---0.000

N/A 0.0

30.06 ----

8.70 0.0

0.00 0.00

135

No Discharge ----

---0.000

N/A 0.0

30.23 ----

8.70 0.0

0.00 0.00

136

No Discharge ----

---0.000

N/A 0.0

30.68 ----

8.70 0.0

0.00 0.00

Node No.

Node Description Branch Description

120

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Fire Sprinkler Input Data Node Input Data (cont'd) Area Group Branch Dia. (in)

Sprinkler KFactor (K) Branch Len. (ft)

Pressure Estimate (psi) Branch Stnd Fittings

Node Elev (ft) Branch NonStnd Fittings (ft)

Non-Sprinkler Flow (gpm) Branch Sprk KFactor (K)

No Discharge ----

---0.000

N/A 0.0

30.89 ----

8.70 0.0

0.00 0.00

138

No Discharge ----

---0.000

N/A 0.0

31.02 ----

8.70 0.0

0.00 0.00

139

No Discharge ----

---0.000

N/A 0.0

32.11 ----

7.30 0.0

0.00 0.00

140

No Discharge ----

---0.000

N/A 0.0

32.98 ----

7.30 0.0

0.00 0.00

141

No Discharge ----

---0.000

N/A 0.0

33.11 ----

7.30 0.0

0.00 0.00

142

No Discharge ----

---0.000

N/A 0.0

33.70 ----

7.30 0.0

0.00 0.00

143

No Discharge ----

---0.000

N/A 0.0

34.30 ----

7.30 0.0

0.00 0.00

144

No Discharge ----

---0.000

N/A 0.0

35.39 ----

7.30 0.0

0.00 0.00

145

No Discharge ----

---0.000

N/A 0.0

36.43 ----

6.80 0.0

0.00 0.00

146

No Discharge ----

---0.000

N/A 0.0

36.88 ----

7.30 0.0

0.00 0.00

147

No Discharge ----

---0.000

N/A 0.0

26.71 ----

31.30 0.0

0.00 0.00

148

No Discharge ----

---0.000

N/A 0.0

28.80 ----

27.00 0.0

0.00 0.00

149

No Discharge ----

---0.000

N/A 0.0

30.99 ----

21.00 0.0

0.00 0.00

150

No Discharge ----

---0.000

N/A 0.0

31.43 ----

8.70 0.0

0.00 0.00

151

No Discharge ----

---0.000

N/A 0.0

32.84 ----

22.00 0.0

0.00 0.00

152

No Discharge ----

---0.000

N/A 0.0

30.50 ----

28.00 0.0

0.00 0.00

153

No Discharge ----

---0.000

N/A 0.0

32.35 ----

26.20 0.0

0.00 0.00

Node No.

Node Description Branch Description

137

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Fire Sprinkler Input Data Node Input Data (cont'd) Area Group Branch Dia. (in)

Sprinkler KFactor (K) Branch Len. (ft)

Pressure Estimate (psi) Branch Stnd Fittings

Node Elev (ft) Branch NonStnd Fittings (ft)

Non-Sprinkler Flow (gpm) Branch Sprk KFactor (K)

No Discharge ----

---0.000

N/A 0.0

39.72 ----

25.00 0.0

0.00 0.00

155

No Discharge ----

---0.000

N/A 0.0

40.07 ----

9.40 0.0

0.00 0.00

156

No Discharge ----

---0.000

N/A 0.0

38.88 ----

9.40 0.0

0.00 0.00

157

No Discharge ----

---0.000

N/A 0.0

38.46 ----

9.40 0.0

0.00 0.00

158

No Discharge ----

---0.000

N/A 0.0

36.45 ----

9.40 0.0

0.00 0.00

159

No Discharge ----

---0.000

N/A 0.0

35.73 ----

9.40 0.0

0.00 0.00

160

No Discharge ----

---0.000

N/A 0.0

68.09 ----

0.00 0.0

0.00 0.00

161

No Discharge ----

---0.000

N/A 0.0

76.29 ----

-5.30 0.0

0.00 0.00

162

No Discharge ----

---0.000

N/A 0.0

83.93 ----

-5.30 0.0

0.00 0.00

Node No.

Node Description Branch Description

154

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Fire - Fire Sprinkler Hydraulics Calculation Program Jacobs ZATE Al-Khobar, 31952

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Fire Sprinkler Input Data Pipe Input Data Nominal Diameter (inch)

Type Group

Fitting Data

Nominal Length (feet)

Fitting Length (feet)

SCHED 40 WET STEEL

1.000

0

E

1.28

2.00

3.28

120

71

SCHED 40 WET STEEL

1.000

0

E

1.28

2.00

3.28

120

3

72

SCHED 40 WET STEEL

1.000

0

E

1.28

2.00

3.28

120

4

73

SCHED 40 WET STEEL

1.000

0

E

1.28

2.00

3.28

120

5

74

SCHED 40 WET STEEL

1.000

0

F

0.59

1.00

1.59

120

6

75

SCHED 40 WET STEEL

1.000

0

F

0.59

1.00

1.59

120

7

76

SCHED 40 WET STEEL

1.000

0

F

0.59

1.00

1.59

120

8

77

SCHED 40 WET STEEL

1.000

0

F2E

0.59

5.00

5.59

120

9

78

SCHED 40 WET STEEL

1.000

0

2E

2.06

4.00

6.06

120

10

79

SCHED 40 WET STEEL

1.000

0

2E

2.06

4.00

6.06

120

11

80

SCHED 40 WET STEEL

1.000

0

2E

2.06

4.00

6.06

120

12

81

SCHED 40 WET STEEL

1.000

0

E

1.27

2.00

3.27

120

13

82

SCHED 40 WET STEEL

1.000

0

FE

1.27

3.00

4.27

120

14

83

SCHED 40 WET STEEL

1.000

0

FE

1.27

3.00

4.27

120

15

84

SCHED 40 WET STEEL

1.000

0

2E

2.91

4.00

6.91

120

16

85

SCHED 40 WET STEEL

1.000

0

E

1.48

2.00

3.48

120

17

86

SCHED 40 WET STEEL

1.000

0

3E

3.21

6.00

9.21

120

18

87

SCHED 40 WET STEEL

1.000

0

F

0.61

1.00

1.61

120

19

88

SCHED 40 WET STEEL

1.000

0

F

0.61

1.00

1.61

120

20

89

SCHED 40 WET STEEL

1.000

0

F

0.61

1.00

1.61

120

21

90

SCHED 40 WET STEEL

1.000

0

2E

2.06

4.00

6.06

120

22

91

SCHED 40 WET STEEL

1.000

0

2E

2.06

4.00

6.06

120

23

92

SCHED 40 WET STEEL

1.000

0

2E

2.27

4.00

6.27

120

24

93

SCHED 40 WET STEEL

1.000

0

E

1.28

2.00

3.28

120

25

94

SCHED 40 WET STEEL

1.000

0

FE

1.28

3.00

4.28

120

26

95

SCHED 40 WET STEEL

1.000

0

FE

1.28

3.00

4.28

120

Beg. Node

End. Node

Pipe Description

1

70

2

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Total CFactor Length (gpm/inch(feet) psi)

Tuesday, January 15, 2019, 8:25 AM

Fire - Fire Sprinkler Hydraulics Calculation Program Jacobs ZATE Al-Khobar, 31952

Elite Software Development, Inc. UPGRADE HYDROPROCESSING INTEGRITY-RR Page 14

Fire Sprinkler Input Data Pipe Input Data (cont'd) Nominal Diameter (inch)

Type Group

Fitting Data

Nominal Length (feet)

Fitting Length (feet)

SCHED 40 WET STEEL

1.000

0

2E

3.28

4.00

7.28

120

97

SCHED 40 WET STEEL

1.000

0

E

1.48

2.00

3.48

120

29

98

SCHED 40 WET STEEL

1.000

0

F

0.61

1.00

1.61

120

30

99

SCHED 40 WET STEEL

1.000

0

F

0.61

1.00

1.61

120

31

100

SCHED 40 WET STEEL

1.000

0

F

0.61

1.00

1.61

120

32

101

SCHED 40 WET STEEL

1.000

0

F2E

3.28

5.00

8.28

120

33

102

SCHED 40 WET STEEL

1.000

0

E

1.28

2.00

3.28

120

34

103

SCHED 40 WET STEEL

1.000

0

E

1.28

2.00

3.28

120

35

104

SCHED 40 WET STEEL

1.000

0

E

1.28

2.00

3.28

120

36

105

SCHED 40 WET STEEL

1.000

0

E

1.28

2.00

3.28

120

37

106

SCHED 40 WET STEEL

1.000

0

E

1.28

2.00

3.28

120

38

107

SCHED 40 WET STEEL

1.000

0

F

0.61

1.00

1.61

120

39

108

SCHED 40 WET STEEL

1.000

0

F

0.61

1.00

1.61

120

40

109

SCHED 40 WET STEEL

1.000

0

F

0.61

1.00

1.61

120

41

110

SCHED 40 WET STEEL

1.000

0

E

1.48

2.00

3.48

120

42

111

SCHED 40 WET STEEL

1.000

0

E

1.48

2.00

3.48

120

43

112

SCHED 40 WET STEEL

1.000

0

E

1.48

2.00

3.48

120

44

113

SCHED 40 WET STEEL

1.000

0

E

1.48

2.00

3.48

120

45

114

SCHED 40 WET STEEL

1.000

0

E

1.48

2.00

3.48

120

46

115

SCHED 40 WET STEEL

1.000

0

E

1.48

2.00

3.48

120

47

116

SCHED 40 WET STEEL

1.000

0

E

1.48

2.00

3.48

120

48

117

SCHED 40 WET STEEL

1.000

0

E

1.48

2.00

3.48

120

49

118

SCHED 40 WET STEEL

1.000

0

3E

3.28

6.00

9.28

120

50

119

SCHED 40 WET STEEL

1.000

0

F

1.21

1.00

2.21

120

51

120

SCHED 40 WET STEEL

1.000

0

F

1.21

1.00

2.21

120

52

121

SCHED 40 WET STEEL

1.000

0

F

1.21

1.00

2.21

120

Beg. Node

End. Node

Pipe Description

27

96

28

C:\ ...\Z29 Reactor & Exchangers - Area F.fiw

161 of 342

Total CFactor Length (gpm/inch(feet) psi)

Tuesday, January 15, 2019, 8:25 AM

Fire - Fire Sprinkler Hydraulics Calculation Program Jacobs ZATE Al-Khobar, 31952

Elite Software Development, Inc. UPGRADE HYDROPROCESSING INTEGRITY-RR Page 15

Fire Sprinkler Input Data Pipe Input Data (cont'd) Nominal Diameter (inch)

Type Group

Fitting Data

Nominal Length (feet)

Fitting Length (feet)

SCHED 40 WET STEEL

1.000

0

F

1.21

1.00

2.21

120

123

SCHED 40 WET STEEL

1.000

0

F

1.21

1.00

2.21

120

55

124

SCHED 40 WET STEEL

1.000

0

F2E

3.54

5.00

8.54

120

56

125

SCHED 40 WET STEEL

1.000

0

F2E

3.54

5.00

8.54

120

57

126

SCHED 40 WET STEEL

1.000

0

F2E

3.54

5.00

8.54

120

58

127

SCHED 40 WET STEEL

1.000

0

F2E

3.54

5.00

8.54

120

59

128

SCHED 40 WET STEEL

1.000

0

F2E

3.54

5.00

8.54

120

60

129

SCHED 40 WET STEEL

1.000

0

F2E

3.54

5.00

8.54

120

61

130

SCHED 40 WET STEEL

1.000

0

F2E

3.54

5.00

8.54

120

62

131

SCHED 40 WET STEEL

1.000

0

F2E

3.54

7.00

10.54

120

63

132

SCHED 40 WET STEEL

1.000

0

F2E

3.54

5.00

8.54

120

64

133

SCHED 40 WET STEEL

1.000

0

F2E

3.54

5.00

8.54

120

65

134

SCHED 40 WET STEEL

1.000

0

F

1.21

1.00

2.21

120

66

135

SCHED 40 WET STEEL

1.000

0

F

1.21

1.00

2.21

120

67

136

SCHED 40 WET STEEL

1.000

0

F

1.21

1.00

2.21

120

68

137

SCHED 40 WET STEEL

1.000

0

F

1.21

1.00

2.21

120

69

138

SCHED 40 WET STEEL

1.000

0

F

1.21

1.00

2.21

120

70

71

SCHED 40 WET STEEL

2.000

0

T

6.10

10.00

16.10

120

71

72

SCHED 40 WET STEEL

2.000

0

T

5.60

10.00

15.60

120

72

73

SCHED 40 WET STEEL

2.000

0

T

5.60

10.00

15.60

120

73

139

SCHED 40 WET STEEL

2.000

0

T

8.70

10.00

18.70

120

74

75

SCHED 40 WET STEEL

2.000

0

2ET

11.70

20.00

31.70

120

75

76

SCHED 40 WET STEEL

2.000

0

T

9.50

10.00

19.50

120

76

77

SCHED 40 WET STEEL

2.000

0

ET

10.50

15.00

25.50

120

77

139

SCHED 40 WET STEEL

2.000

0

T

1.00

10.00

11.00

120

78

79

SCHED 40 WET STEEL

2.000

0

T

6.60

10.00

16.60

120

Beg. Node

End. Node

Pipe Description

53

122

54

C:\ ...\Z29 Reactor & Exchangers - Area F.fiw

162 of 342

Total CFactor Length (gpm/inch(feet) psi)

Tuesday, January 15, 2019, 8:25 AM

Fire - Fire Sprinkler Hydraulics Calculation Program Jacobs ZATE Al-Khobar, 31952

Elite Software Development, Inc. UPGRADE HYDROPROCESSING INTEGRITY-RR Page 16

Fire Sprinkler Input Data Pipe Input Data (cont'd) Nominal Diameter (inch)

Type Group

Fitting Data

Nominal Length (feet)

Fitting Length (feet)

SCHED 40 WET STEEL

2.000

0

ET

3.50

15.00

18.50

120

81

SCHED 40 WET STEEL

2.000

0

ET

8.65

15.00

23.65

120

81

140

SCHED 40 WET STEEL

2.000

0

ET

8.35

15.00

23.35

120

82

83

SCHED 40 WET STEEL

2.000

0

T

5.60

10.00

15.60

120

83

84

SCHED 40 WET STEEL

2.000

0

2ET

8.74

20.00

28.74

120

84

85

SCHED 40 WET STEEL

2.000

0

T

5.25

10.00

15.25

120

85

86

SCHED 40 WET STEEL

2.000

0

2FET

10.63

19.00

29.63

120

86

142

SCHED 40 WET STEEL

2.000

0

T

2.30

10.00

12.30

120

87

88

SCHED 40 WET STEEL

2.000

0

2F5ET

14.50

39.00

53.50

120

88

89

SCHED 40 WET STEEL

2.000

0

T

8.40

10.00

18.40

120

89

141

SCHED 40 WET STEEL

2.000

0

2FT

12.30

14.00

26.30

120

90

91

SCHED 40 WET STEEL

2.000

0

T

7.20

10.00

17.20

120

91

92

SCHED 40 WET STEEL

2.000

0

ET

4.20

15.00

19.20

120

92

93

SCHED 40 WET STEEL

2.000

0

ET

7.60

15.00

22.60

120

93

141

SCHED 40 WET STEEL

2.000

0

ET

8.30

15.00

23.30

120

94

95

SCHED 40 WET STEEL

2.000

0

T

5.60

10.00

15.60

120

95

96

SCHED 40 WET STEEL

2.000

0

2FET

9.70

19.00

28.70

120

96

97

SCHED 40 WET STEEL

2.000

0

T

4.30

10.00

14.30

120

97

144

SCHED 40 WET STEEL

2.000

0

2FET

9.50

19.00

28.50

120

98

99

SCHED 40 WET STEEL

2.000

0

4ET

11.50

30.00

41.50

120

99

100

SCHED 40 WET STEEL

2.000

0

T

8.20

10.00

18.20

120

100

101

SCHED 40 WET STEEL

2.000

0

2F2ET

11.60

24.00

35.60

120

101

143

SCHED 40 WET STEEL

2.000

0

T

3.28

10.00

13.28

120

102

103

SCHED 40 WET STEEL

2.000

0

T

4.92

10.00

14.92

120

103

104

SCHED 40 WET STEEL

2.000

0

T

4.00

10.00

14.00

120

104

105

SCHED 40 WET STEEL

2.000

0

T

4.10

10.00

14.10

120

Beg. Node

End. Node

Pipe Description

79

80

80

C:\ ...\Z29 Reactor & Exchangers - Area F.fiw

163 of 342

Total CFactor Length (gpm/inch(feet) psi)

Tuesday, January 15, 2019, 8:25 AM

Fire - Fire Sprinkler Hydraulics Calculation Program Jacobs ZATE Al-Khobar, 31952

Elite Software Development, Inc. UPGRADE HYDROPROCESSING INTEGRITY-RR Page 17

Fire Sprinkler Input Data Pipe Input Data (cont'd) Nominal Diameter (inch)

Type Group

Fitting Data

Nominal Length (feet)

Fitting Length (feet)

SCHED 40 WET STEEL

2.000

0

T

4.10

10.00

14.10

120

143

SCHED 40 WET STEEL

2.000

0

ET

9.52

15.00

24.52

120

107

108

SCHED 40 WET STEEL

2.000

0

T

9.10

10.00

19.10

120

108

109

SCHED 40 WET STEEL

2.000

0

T

8.86

10.00

18.86

120

109

145

SCHED 40 WET STEEL

2.000

0

2FT

11.50

14.00

25.50

120

110

111

SCHED 40 WET STEEL

2.000

0

T

6.10

10.00

16.10

120

111

112

SCHED 40 WET STEEL

2.000

0

T

5.60

10.00

15.60

120

112

113

SCHED 40 WET STEEL

2.000

0

T

5.60

10.00

15.60

120

113

145

SCHED 40 WET STEEL

2.000

0

2FT

8.10

14.00

22.10

120

114

115

SCHED 40 WET STEEL

2.000

0

T

6.60

10.00

16.60

120

115

116

SCHED 40 WET STEEL

2.000

0

T

5.60

10.00

15.60

120

116

117

SCHED 40 WET STEEL

2.000

0

T

6.30

10.00

16.30

120

117

118

SCHED 40 WET STEEL

2.000

0

ET

9.70

15.00

24.70

120

118

146

SCHED 40 WET STEEL

2.000

0

T

3.10

10.00

13.10

120

119

120

SCHED 40 WET STEEL

2.000

0

2FT

9.40

14.00

23.40

120

120

147

SCHED 40 WET STEEL

2.000

0

FT

3.24

12.00

15.24

120

121

122

SCHED 40 WET STEEL

2.000

0

FT

6.40

12.00

18.40

120

122

123

SCHED 40 WET STEEL

2.000

0

2FT

6.25

14.00

20.25

120

123

147

SCHED 40 WET STEEL

2.000

0

T

3.15

10.00

13.15

120

124

125

SCHED 40 WET STEEL

2.000

0

2FT

7.32

14.00

21.32

120

125

148

SCHED 40 WET STEEL

2.000

0

FT

3.44

12.00

15.44

120

126

127

SCHED 40 WET STEEL

2.000

0

FT

5.60

12.00

17.60

120

127

128

SCHED 40 WET STEEL

2.000

0

2FT

5.12

14.00

19.12

120

128

148

SCHED 40 WET STEEL

2.000

0

T

1.95

10.00

11.95

120

129

130

SCHED 40 WET STEEL

2.000

0

2FT

7.32

14.00

21.32

120

130

149

SCHED 40 WET STEEL

2.000

0

FT

3.44

12.00

15.44

120

Beg. Node

End. Node

Pipe Description

105

106

106

C:\ ...\Z29 Reactor & Exchangers - Area F.fiw

164 of 342

Total CFactor Length (gpm/inch(feet) psi)

Tuesday, January 15, 2019, 8:25 AM

Fire - Fire Sprinkler Hydraulics Calculation Program Jacobs ZATE Al-Khobar, 31952

Elite Software Development, Inc. UPGRADE HYDROPROCESSING INTEGRITY-RR Page 18

Fire Sprinkler Input Data Pipe Input Data (cont'd) Nominal Diameter (inch)

Type Group

Fitting Data

Nominal Length (feet)

Fitting Length (feet)

SCHED 40 WET STEEL

2.000

0

FT

5.60

12.00

17.60

120

133

SCHED 40 WET STEEL

2.000

0

2FT

5.12

14.00

19.12

120

133

149

SCHED 40 WET STEEL

2.000

0

T

1.95

10.00

11.95

120

134

135

SCHED 40 WET STEEL

2.000

0

2FT

9.40

14.00

23.40

120

135

136

SCHED 40 WET STEEL

2.000

0

FT

6.40

12.00

18.40

120

136

150

SCHED 40 WET STEEL

2.000

0

FT

2.15

12.00

14.15

120

137

138

SCHED 40 WET STEEL

2.000

0

FT

6.40

12.00

18.40

120

138

150

SCHED 40 WET STEEL

2.000

0

FT

4.10

12.00

16.10

120

139

140

SCHED 40 WET STEEL FBE LINED

3.000

0

T

3.73

17.40

21.13

130

140

159

SCHED 40 WET STEEL FBE LINED

3.000

0

2ET

9.25

33.64

42.89

130

141

142

SCHED 40 WET STEEL FBE LINED

3.000

0

T

0.53

17.40

17.93

130

142

158

SCHED 40 WET STEEL FBE LINED

3.000

0

2ET

9.25

33.64

42.89

130

143

144

SCHED 40 WET STEEL FBE LINED

3.000

0

T

3.80

17.40

21.20

130

144

156

SCHED 40 WET STEEL FBE LINED

3.000

0

2ET

9.60

33.64

43.24

130

145

146

SCHED 40 WET STEEL FBE LINED

3.000

0

T

1.00

17.40

18.40

130

146

155

SCHED 40 WET STEEL FBE LINED

3.000

0

2ET

9.60

33.64

43.24

130

147

152

SCHED 40 WET STEEL

2.000

0

ET

5.10

15.00

20.10

120

148

152

SCHED 40 WET STEEL

2.000

0

ET

2.20

15.00

17.20

120

149

151

SCHED 40 WET STEEL

2.000

0

ET

2.20

15.00

17.20

120

150

151

SCHED 40 WET STEEL

2.000

0

2F3ET

23.30

29.00

52.30

120

151

153

SCHED 40 WET STEEL FBE LINED

3.000

0

T

4.35

17.40

21.75

130

Beg. Node

End. Node

Pipe Description

131

132

132

C:\ ...\Z29 Reactor & Exchangers - Area F.fiw

165 of 342

Total CFactor Length (gpm/inch(feet) psi)

Tuesday, January 15, 2019, 8:25 AM

Fire - Fire Sprinkler Hydraulics Calculation Program Jacobs ZATE Al-Khobar, 31952

Elite Software Development, Inc. UPGRADE HYDROPROCESSING INTEGRITY-RR Page 19

Fire Sprinkler Input Data Pipe Input Data (cont'd) Nominal Diameter (inch)

Type Group

Fitting Data

Nominal Length (feet)

Fitting Length (feet)

SCHED 40 WET STEEL FBE LINED

3.000

0

T

2.00

17.40

19.40

130

154

SCHED 40 WET STEEL FBE LINED

3.000

0

ET

7.21

25.52

32.73

130

154

160

SCHED 40 WET STEEL FBE LINED

6.000

0

5E2GC

95.60

125.32

220.92

130

154

155

SCHED 40 WET STEEL FBE LINED

6.000

0

4ET

48.50

99.76

148.26

130

155

156

SCHED 40 WET STEEL FBE LINED

6.000

0

T

12.63

34.80

47.43

130

156

157

SCHED 40 WET STEEL FBE LINED

6.000

0

T

3.60

34.80

38.40

130

157

158

SCHED 40 WET STEEL FBE LINED

4.000

0

T

1.30

23.20

24.50

130

158

159

SCHED 40 WET STEEL FBE LINED

4.000

0

T

8.20

23.20

31.40

130

160

161

SCHED 40 WET STEEL CEMENT LINE

6.000

0

2E

42.00

32.40

74.40

130

161

162

SCHED 40 WET STEEL CEMENT LINE

6.000

0

2ET

29.00

67.20

96.20

130

Beg. Node

End. Node

Pipe Description

152

153

153

Total CFactor Length (gpm/inch(feet) psi)

Fitting Legend: F = 45 Degree Elbow, E = 90 Degree Elbow, L = Long Turn Elbow, T = Tee or Cross, B = Butterfly Valve, G = Gate Valve, C = Check Valve

C:\ ...\Z29 Reactor & Exchangers - Area F.fiw

166 of 342

Tuesday, January 15, 2019, 8:25 AM

Fire - Fire Sprinkler Hydraulics Calculation Program Jacobs ZATE Al-Khobar, 31952

Elite Software Development, Inc. UPGRADE HYDROPROCESSING INTEGRITY-RR Page 20

Fire Sprinkler Output Data Overall Node Groupings Output Data Pipe Segment Beg. End. Node Node

Pipe Type Group

Pipe Flow Rate (gpm)

Sprinkler Flow At Beg. Node (gpm)

Non-Sprinkler Flow Out (+) In (-) (gpm) (gpm)

Beg. Node Residual Pressure (psi)

Imbalance Flow At Beg. Node (gpm)

1

70

0

-23.84

23.84

0.00

0.00

28.31

2

71

0

-23.88

23.88

0.00

0.00

28.41

0.00000

3

72

0

-24.03

24.03

0.00

0.00

28.78

0.00000

4

73

0

-24.36

24.36

0.00

0.00

29.56

0.00000

5

74

0

-24.79

24.79

0.00

0.00

30.62

0.00000

6

75

0

-25.02

25.02

0.00

0.00

31.19

0.00000

7

76

0

-25.22

25.22

0.00

0.00

31.69

0.00000

8

77

0

-24.66

24.66

0.00

0.00

30.31

0.00000

9

78

0

-23.36

23.36

0.00

0.00

27.18

0.00000

10

79

0

-23.40

23.40

0.00

0.00

27.28

0.00000

11

80

0

-23.88

23.88

0.00

0.00

28.41

0.00000

12

81

0

-24.56

24.56

0.00

0.00

30.05

0.00000

13

82

0

-22.81

22.81

0.00

0.00

25.93

0.00000

14

83

0

-22.85

22.85

0.00

0.00

26.02

0.00000

15

84

0

-23.40

23.40

0.00

0.00

27.29

0.00000

16

85

0

-23.95

23.95

0.00

0.00

28.59

0.00000

17

86

0

-24.80

24.80

0.00

0.00

30.65

0.00000

18

87

0

-25.64

25.64

0.00

0.00

32.75

0.00000

19

88

0

-25.80

25.80

0.00

0.00

33.16

0.00000

20

89

0

-25.99

25.99

0.00

0.00

33.66

0.00000

21

90

0

-23.42

23.42

0.00

0.00

27.33

0.00000

22

91

0

-23.47

23.47

0.00

0.00

27.44

0.00000

23

92

0

-23.93

23.93

0.00

0.00

28.54

0.00000

24

93

0

-24.61

24.61

0.00

0.00

30.17

0.00000

25

94

0

-24.07

24.07

0.00

0.00

28.87

0.00000

26

95

0

-24.11

24.11

0.00

0.00

28.97

0.00000

C:\ ...\Z29 Reactor & Exchangers - Area F.fiw

167 of 342

Tuesday, January 15, 2019, 8:25 AM

Fire - Fire Sprinkler Hydraulics Calculation Program Jacobs ZATE Al-Khobar, 31952

Elite Software Development, Inc. UPGRADE HYDROPROCESSING INTEGRITY-RR Page 21

Fire Sprinkler Output Data Overall Node Groupings Output Data (cont'd) Pipe Segment Beg. End. Node Node

Pipe Type Group

Pipe Flow Rate (gpm)

Sprinkler Flow At Beg. Node (gpm)

Non-Sprinkler Flow Out (+) In (-) (gpm) (gpm)

Beg. Node Residual Pressure (psi)

Imbalance Flow At Beg. Node (gpm)

27

96

0

-24.62

24.62

0.00

0.00

30.19

0.00000

28

97

0

-25.20

25.20

0.00

0.00

31.64

0.00000

29

98

0

-25.44

25.44

0.00

0.00

32.25

0.00000

30

99

0

-25.56

25.56

0.00

0.00

32.55

0.00000

31

100

0

-25.75

25.75

0.00

0.00

33.04

0.00000

32

101

0

-25.20

25.20

0.00

0.00

31.65

0.00000

33

102

0

-23.64

23.64

0.00

0.00

27.84

0.00000

34

103

0

-23.68

23.68

0.00

0.00

27.94

0.00000

35

104

0

-23.82

23.82

0.00

0.00

28.26

0.00000

36

105

0

-24.11

24.11

0.00

0.00

28.96

0.00000

37

106

0

-24.60

24.60

0.00

0.00

30.14

0.00000

38

107

0

-26.83

26.83

0.00

0.00

35.86

0.00000

39

108

0

-26.89

26.89

0.00

0.00

36.02

0.00000

40

109

0

-27.09

27.09

0.00

0.00

36.57

0.00000

41

110

0

-25.21

25.21

0.00

0.00

31.67

0.00000

42

111

0

-25.26

25.26

0.00

0.00

31.78

0.00000

43

112

0

-25.42

25.42

0.00

0.00

32.19

0.00000

44

113

0

-25.76

25.76

0.00

0.00

33.05

0.00000

45

114

0

-24.68

24.68

0.00

0.00

30.34

0.00000

46

115

0

-24.72

24.72

0.00

0.00

30.45

0.00000

47

116

0

-24.88

24.88

0.00

0.00

30.84

0.00000

48

117

0

-25.23

25.23

0.00

0.00

31.71

0.00000

49

118

0

-25.88

25.88

0.00

0.00

33.37

0.00000

50

119

0

-22.69

22.69

0.00

0.00

25.65

0.00000

51

120

0

-22.75

22.75

0.00

0.00

25.79

0.00000

52

121

0

-22.40

22.40

0.00

0.00

25.00

0.00000

C:\ ...\Z29 Reactor & Exchangers - Area F.fiw

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Tuesday, January 15, 2019, 8:25 AM

Fire - Fire Sprinkler Hydraulics Calculation Program Jacobs ZATE Al-Khobar, 31952

Elite Software Development, Inc. UPGRADE HYDROPROCESSING INTEGRITY-RR Page 22

Fire Sprinkler Output Data Overall Node Groupings Output Data (cont'd) Pipe Segment Beg. End. Node Node

Pipe Type Group

Pipe Flow Rate (gpm)

Sprinkler Flow At Beg. Node (gpm)

Non-Sprinkler Flow Out (+) In (-) (gpm) (gpm)

Beg. Node Residual Pressure (psi)

Imbalance Flow At Beg. Node (gpm)

53

122

0

-22.45

22.45

0.00

0.00

25.11

0.00000

54

123

0

-22.64

22.64

0.00

0.00

25.53

0.00000

55

124

0

-23.32

23.32

0.00

0.00

27.10

0.00000

56

125

0

-23.38

23.38

0.00

0.00

27.23

0.00000

57

126

0

-23.06

23.06

0.00

0.00

26.50

0.00000

58

127

0

-23.11

23.11

0.00

0.00

26.61

0.00000

59

128

0

-23.29

23.29

0.00

0.00

27.02

0.00000

60

129

0

-24.20

24.20

0.00

0.00

29.18

0.00000

61

130

0

-24.26

24.26

0.00

0.00

29.32

0.00000

62

131

0

-23.80

23.80

0.00

0.00

28.21

0.00000

63

132

0

-23.99

23.99

0.00

0.00

28.67

0.00000

64

133

0

-24.17

24.17

0.00

0.00

29.10

0.00000

65

134

0

-24.31

24.31

0.00

0.00

29.44

0.00000

66

135

0

-24.37

24.37

0.00

0.00

29.59

0.00000

67

136

0

-24.56

24.56

0.00

0.00

30.05

0.00000

68

137

0

-24.64

24.64

0.00

0.00

30.25

0.00000

69

138

0

-24.69

24.69

0.00

0.00

30.38

0.00000

70 70

1 71

0 0

23.84 -23.84

0.00

0.00

0.00

29.20

0.00000

71 71 71

2 70 72

0 0 0

23.88 23.84 -47.71

0.00

0.00

0.00

29.31

0.00000

72 72 72

3 71 73

0 0 0

24.03 47.71 -71.75

0.00

0.00

0.00

29.68

0.00000

73 73 73

4 72 139

0 0 0

24.36 71.75 -96.10

0.00

0.00

0.00

30.48

0.00000

74 74

5 75

0 0

24.79 -24.79

0.00

0.00

0.00

31.19

0.00000

C:\ ...\Z29 Reactor & Exchangers - Area F.fiw

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Tuesday, January 15, 2019, 8:25 AM

Fire - Fire Sprinkler Hydraulics Calculation Program Jacobs ZATE Al-Khobar, 31952

Elite Software Development, Inc. UPGRADE HYDROPROCESSING INTEGRITY-RR Page 23

Fire Sprinkler Output Data Overall Node Groupings Output Data (cont'd) Pipe Segment Beg. End. Node Node

Pipe Type Group

Pipe Flow Rate (gpm)

Sprinkler Flow At Beg. Node (gpm)

Non-Sprinkler Flow Out (+) In (-) (gpm) (gpm)

Beg. Node Residual Pressure (psi)

Imbalance Flow At Beg. Node (gpm)

75 75 75

6 74 76

0 0 0

25.02 24.79 -49.81

0.00

0.00

0.00

31.76

0.00000

76 76 76

7 75 77

0 0 0

25.22 49.81 -75.03

0.00

0.00

0.00

32.27

0.00000

77 77 77

8 76 139

0 0 0

24.66 75.03 -99.70

0.00

0.00

0.00

31.60

0.00000

78 78

9 79

0 0

23.36 -23.36

0.00

0.00

0.00

27.97

0.00000

79 79 79

10 78 80

0 0 0

23.40 23.36 -46.76

0.00

0.00

0.00

28.08

0.00000

80 80 80

11 79 81

0 0 0

23.88 46.76 -70.63

0.00

0.00

0.00

29.80

0.00000

81 81 81

12 80 140

0 0 0

24.56 70.63 -95.19

0.00

0.00

0.00

30.97

0.00000

82 82

13 83

0 0

22.81 -22.81

0.00

0.00

0.00

26.94

0.00000

83 83 83

14 82 84

0 0 0

22.85 22.81 -45.67

0.00

0.00

0.00

27.04

0.00000

84 84 84

15 83 85

0 0 0

23.40 45.67 -69.07

0.00

0.00

0.00

28.97

0.00000

85 85 85

16 84 86

0 0 0

23.95 69.07 -93.02

0.00

0.00

0.00

29.69

0.00000

86 86 86

17 85 142

0 0 0

24.80 93.02 -117.83

0.00

0.00

0.00

32.13

0.00000

87 87

18 88

0 0

25.64 -25.64

0.00

0.00

0.00

33.35

0.00000

88 88

19 87

0 0

25.80 25.64

0.00

0.00

0.00

33.75

0.00000

C:\ ...\Z29 Reactor & Exchangers - Area F.fiw

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Tuesday, January 15, 2019, 8:25 AM

Fire - Fire Sprinkler Hydraulics Calculation Program Jacobs ZATE Al-Khobar, 31952

Elite Software Development, Inc. UPGRADE HYDROPROCESSING INTEGRITY-RR Page 24

Fire Sprinkler Output Data Overall Node Groupings Output Data (cont'd) Pipe Segment Beg. End. Node Node 88 89

Pipe Type Group 0

Pipe Flow Rate (gpm) -51.44

Sprinkler Flow At Beg. Node (gpm)

Non-Sprinkler Flow Out (+) In (-) (gpm) (gpm)

Beg. Node Residual Pressure (psi)

Imbalance Flow At Beg. Node (gpm)

89 89 89

20 88 141

0 0 0

25.99 51.44 -77.43

0.00

0.00

0.00

34.26

0.00000

90 90

21 91

0 0

23.42 -23.42

0.00

0.00

0.00

28.13

0.00000

91 91 91

22 90 92

0 0 0

23.47 23.42 -46.89

0.00

0.00

0.00

28.24

0.00000

92 92 92

23 91 93

0 0 0

23.93 46.89 -70.82

0.00

0.00

0.00

29.98

0.00000

93 93 93

24 92 141

0 0 0

24.61 70.82 -95.43

0.00

0.00

0.00

31.10

0.00000

94 94

25 95

0 0

24.07 -24.07

0.00

0.00

0.00

29.96

0.00000

95 95 95

26 94 96

0 0 0

24.11 24.07 -48.19

0.00

0.00

0.00

30.07

0.00000

96 96 96

27 95 97

0 0 0

24.62 48.19 -72.80

0.00

0.00

0.00

32.06

0.00000

97 97 97

28 96 144

0 0 0

25.20 72.80 -98.00

0.00

0.00

0.00

32.81

0.00000

98 98

29 99

0 0

25.44 -25.44

0.00

0.00

0.00

32.83

0.00000

99 99 99

30 98 100

0 0 0

25.56 25.44 -51.00

0.00

0.00

0.00

33.14

0.00000

100 100 100

31 99 101

0 0 0

25.75 51.00 -76.75

0.00

0.00

0.00

33.63

0.00000

101 101 101

32 100 143

0 0 0

25.20 76.75 -101.96

0.00

0.00

0.00

33.52

0.00000

102

33

0

23.64

0.00

0.00

0.00

28.73

0.00000

C:\ ...\Z29 Reactor & Exchangers - Area F.fiw

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Tuesday, January 15, 2019, 8:25 AM

Fire - Fire Sprinkler Hydraulics Calculation Program Jacobs ZATE Al-Khobar, 31952

Elite Software Development, Inc. UPGRADE HYDROPROCESSING INTEGRITY-RR Page 25

Fire Sprinkler Output Data Overall Node Groupings Output Data (cont'd) Pipe Segment Beg. End. Node Node 102 103

Pipe Type Group 0

Pipe Flow Rate (gpm) -23.64

Sprinkler Flow At Beg. Node (gpm)

Non-Sprinkler Flow Out (+) In (-) (gpm) (gpm)

Beg. Node Residual Pressure (psi)

Imbalance Flow At Beg. Node (gpm)

103 103 103

34 102 104

0 0 0

23.68 23.64 -47.32

0.00

0.00

0.00

28.83

0.00000

104 104 104

35 103 105

0 0 0

23.82 47.32 -71.14

0.00

0.00

0.00

29.16

0.00000

105 105 105

36 104 106

0 0 0

24.11 71.14 -95.24

0.00

0.00

0.00

29.86

0.00000

106 106 106

37 105 143

0 0 0

24.60 95.24 -119.84

0.00

0.00

0.00

31.07

0.00000

107 107

38 108

0 0

26.83 -26.83

0.00

0.00

0.00

36.48

0.00000

108 108 108

39 107 109

0 0 0

26.89 26.83 -53.71

0.00

0.00

0.00

36.64

0.00000

109 109 109

40 108 145

0 0 0

27.09 53.71 -80.81

0.00

0.00

0.00

37.20

0.00000

110 110

41 111

0 0

25.21 -25.21

0.00

0.00

0.00

32.66

0.00000

111 111 111

42 110 112

0 0 0

25.26 25.21 -50.47

0.00

0.00

0.00

32.78

0.00000

112 112 112

43 111 113

0 0 0

25.42 50.47 -75.88

0.00

0.00

0.00

33.20

0.00000

113 113 113

44 112 145

0 0 0

25.76 75.88 -101.64

0.00

0.00

0.00

34.08

0.00000

114 114

45 115

0 0

24.68 -24.68

0.00

0.00

0.00

31.31

0.00000

115 115 115

46 114 116

0 0 0

24.72 24.68 -49.40

0.00

0.00

0.00

31.43

0.00000

116

47

0

24.88

0.00

0.00

0.00

31.82

0.00000

C:\ ...\Z29 Reactor & Exchangers - Area F.fiw

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Tuesday, January 15, 2019, 8:25 AM

Fire - Fire Sprinkler Hydraulics Calculation Program Jacobs ZATE Al-Khobar, 31952

Elite Software Development, Inc. UPGRADE HYDROPROCESSING INTEGRITY-RR Page 26

Fire Sprinkler Output Data Overall Node Groupings Output Data (cont'd) Pipe Segment Beg. End. Node Node 116 115 116 117

Pipe Type Group 0 0

Pipe Flow Rate (gpm) 49.40 -74.28

Sprinkler Flow At Beg. Node (gpm)

Non-Sprinkler Flow Out (+) In (-) (gpm) (gpm)

Beg. Node Residual Pressure (psi)

Imbalance Flow At Beg. Node (gpm)

117 117 117

48 116 118

0 0 0

25.23 74.28 -99.51

0.00

0.00

0.00

32.71

0.00000

118 118 118

49 117 146

0 0 0

25.88 99.51 -125.38

0.00

0.00

0.00

35.01

0.00000

119 119

50 120

0 0

22.69 -22.69

0.00

0.00

0.00

26.23

0.00000

120 120 120

51 119 147

0 0 0

22.75 22.69 -45.44

0.00

0.00

0.00

26.38

0.00000

121 121

52 122

0 0

22.40 -22.40

0.00

0.00

0.00

25.57

0.00000

122 122 122

53 121 123

0 0 0

22.45 22.40 -44.85

0.00

0.00

0.00

25.68

0.00000

123 123 123

54 122 147

0 0 0

22.64 44.85 -67.49

0.00

0.00

0.00

26.11

0.00000

124 124

55 125

0 0

23.32 -23.32

0.00

0.00

0.00

28.31

0.00000

125 125 125

56 124 148

0 0 0

23.38 23.32 -46.70

0.00

0.00

0.00

28.45

0.00000

126 126

57 127

0 0

23.06 -23.06

0.00

0.00

0.00

27.69

0.00000

127 127 127

58 126 128

0 0 0

23.11 23.06 -46.17

0.00

0.00

0.00

27.80

0.00000

128 128 128

59 127 148

0 0 0

23.29 46.17 -69.46

0.00

0.00

0.00

28.23

0.00000

129 129

60 130

0 0

24.20 -24.20

0.00

0.00

0.00

30.46

0.00000

130 130

61 129

0 0

24.26 24.20

0.00

0.00

0.00

30.61

0.00000

C:\ ...\Z29 Reactor & Exchangers - Area F.fiw

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Tuesday, January 15, 2019, 8:25 AM

Fire - Fire Sprinkler Hydraulics Calculation Program Jacobs ZATE Al-Khobar, 31952

Elite Software Development, Inc. UPGRADE HYDROPROCESSING INTEGRITY-RR Page 27

Fire Sprinkler Output Data Overall Node Groupings Output Data (cont'd) Pipe Segment Beg. End. Node Node 130 149

Pipe Type Group 0

Pipe Flow Rate (gpm) -48.46

Sprinkler Flow At Beg. Node (gpm)

Non-Sprinkler Flow Out (+) In (-) (gpm) (gpm)

Beg. Node Residual Pressure (psi)

Imbalance Flow At Beg. Node (gpm)

131 131

62 132

0 0

23.80 -23.80

0.00

0.00

0.00

29.80

0.00000

132 132 132

63 131 133

0 0 0

23.99 23.80 -47.78

0.00

0.00

0.00

29.92

0.00000

133 133 133

64 132 149

0 0 0

24.17 47.78 -71.95

0.00

0.00

0.00

30.38

0.00000

134 134

65 135

0 0

24.31 -24.31

0.00

0.00

0.00

30.06

0.00000

135 135 135

66 134 136

0 0 0

24.37 24.31 -48.68

0.00

0.00

0.00

30.23

0.00000

136 136 136

67 135 150

0 0 0

24.56 48.68 -73.23

0.00

0.00

0.00

30.68

0.00000

137 137

68 138

0 0

24.64 -24.64

0.00

0.00

0.00

30.89

0.00000

138 138 138

69 137 150

0 0 0

24.69 24.64 -49.33

0.00

0.00

0.00

31.02

0.00000

139 139 139

73 77 140

0 0 0

96.10 99.70 -195.80

0.00

0.00

0.00

32.11

0.00000

140 140 140

81 139 159

0 0 0

95.19 195.80 -290.99

0.00

0.00

0.00

32.98

0.00000

141 141 141

89 93 142

0 0 0

77.43 95.43 -172.86

0.00

0.00

0.00

33.11

0.00000

142 142 142

86 141 158

0 0 0

117.83 172.86 -290.69

0.00

0.00

0.00

33.70

0.00000

143 143 143

101 106 144

0 0 0

101.96 119.84 -221.80

0.00

0.00

0.00

34.30

0.00000

144

97

0

98.00

0.00

0.00

0.00

35.39

0.00000

C:\ ...\Z29 Reactor & Exchangers - Area F.fiw

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Tuesday, January 15, 2019, 8:25 AM

Fire - Fire Sprinkler Hydraulics Calculation Program Jacobs ZATE Al-Khobar, 31952

Elite Software Development, Inc. UPGRADE HYDROPROCESSING INTEGRITY-RR Page 28

Fire Sprinkler Output Data Overall Node Groupings Output Data (cont'd) Pipe Segment Beg. End. Node Node 144 143 144 156

Pipe Type Group 0 0

Pipe Flow Rate (gpm) 221.80 -319.80

Sprinkler Flow At Beg. Node (gpm)

Non-Sprinkler Flow Out (+) In (-) (gpm) (gpm)

Beg. Node Residual Pressure (psi)

Imbalance Flow At Beg. Node (gpm)

145 145 145

109 113 146

0 0 0

80.81 101.64 -182.44

0.00

0.00

0.00

36.43

0.00000

146 146 146

118 145 155

0 0 0

125.38 182.44 -307.83

0.00

0.00

0.00

36.88

0.00000

147 147 147

120 123 152

0 0 0

45.44 67.49 -112.93

0.00

0.00

0.00

26.71

0.00000

148 148 148

125 128 152

0 0 0

46.70 69.46 -116.16

0.00

0.00

0.00

28.80

0.00000

149 149 149

130 133 151

0 0 0

48.46 71.95 -120.41

0.00

0.00

0.00

30.99

0.00000

150 150 150

136 138 151

0 0 0

73.23 49.33 -122.57

0.00

0.00

0.00

31.43

0.00000

151 151 151

149 150 153

0 0 0

120.41 122.57 -242.98

0.00

0.00

0.00

32.84

0.00000

152 152 152

147 148 153

0 0 0

112.93 116.16 -229.09

0.00

0.00

0.00

30.50

0.00000

153 153 153

151 152 154

0 0 0

242.98 229.09 -472.06

0.00

0.00

0.00

32.35

0.00000

154 154 154

153 160 155

0 0 0

472.06 -1681.37 1209.30

0.00

0.00

0.00

39.72

0.00000

155 155 155

146 154 156

0 0 0

307.83 -1209.30 901.48

0.00

0.00

0.00

40.07

0.00000

156 156 156

144 155 157

0 0 0

319.80 -901.48 581.68

0.00

0.00

0.00

38.88

0.00000

157

156

0

-581.68

0.00

0.00

0.00

38.46

0.00000

C:\ ...\Z29 Reactor & Exchangers - Area F.fiw

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Tuesday, January 15, 2019, 8:25 AM

Fire - Fire Sprinkler Hydraulics Calculation Program Jacobs ZATE Al-Khobar, 31952

Elite Software Development, Inc. UPGRADE HYDROPROCESSING INTEGRITY-RR Page 29

Fire Sprinkler Output Data Overall Node Groupings Output Data (cont'd) Pipe Segment Beg. End. Node Node 157 158

Pipe Type Group 0

Pipe Flow Rate (gpm) 581.68

Sprinkler Flow At Beg. Node (gpm)

Non-Sprinkler Flow Out (+) In (-) (gpm) (gpm)

Beg. Node Residual Pressure (psi)

Imbalance Flow At Beg. Node (gpm)

0.00000

158 158 158

142 157 159

0 0 0

290.69 -581.68 290.99

0.00

0.00

0.00

36.45

159 159

140 158

0 0

290.99 -290.99

0.00

0.00

0.00

35.73

160 160

154 161

0 0

1681.37 -1681.37

0.00

0.00

0.00

68.09

0.00000

161 161

160 162

0 0

1681.37 -1681.37

0.00

0.00

0.00

76.29

0.00000

162

161

0

1681.37

0.00

0.00

-1681.37

83.93

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Tuesday, January 15, 2019, 8:25 AM

Fire - Fire Sprinkler Hydraulics Calculation Program Jacobs ZATE Al-Khobar, 31952

Elite Software Development, Inc. UPGRADE HYDROPROCESSING INTEGRITY-RR Page 30

Fire Sprinkler Output Data Overall Pipe Output Data Beg. End. Node

Nodal KFactor (K)

Elevation (feet)

Spk/Hose Discharge (gpm)

Residual Nom. Dia. Pressure Inside Dia. (psi) C-Value

q (gpm) Q (gpm) Velocity (fps)

F. L./ft (psi/ft) Fittings Type-Grp

Pipe-Len. Fit-Len. Tot-Len. (ft)

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

1 70

4.48 8.00 23.84 0.00 7.30 0.00 SCHED 40 WET STEEL

28.31 29.20

1.00 1.049 120

23.84 23.84 8.85

0.18011 E 0

1.28 2.00 3.28

0.591 0.303 0.894

2 71

4.48 8.00 23.88 0.00 7.30 0.00 SCHED 40 WET STEEL

28.41 29.31

1.00 1.049 120

23.88 23.88 8.86

0.18072 E 0

1.28 2.00 3.28

0.593 0.303 0.896

70 71

0.00 7.30 0.00 0.00 7.30 0.00 SCHED 40 WET STEEL

29.20 29.31

2.00 2.067 120

0.00 23.84 2.28

0.00662 T 0

6.10 10.00 16.10

0.107 0.000 0.107

3 72

4.48 8.00 24.03 0.00 7.30 0.00 SCHED 40 WET STEEL

28.78 29.68

1.00 1.049 120

24.03 24.03 8.92

0.18288 E 0

1.28 2.00 3.28

0.600 0.303 0.903

71 72

0.00 7.30 0.00 0.00 7.30 0.00 SCHED 40 WET STEEL

29.31 29.68

2.00 2.067 120

0.00 47.71 4.56

0.02392 T 0

5.60 10.00 15.60

0.373 0.000 0.373

4 73

4.48 8.00 24.36 0.00 7.30 0.00 SCHED 40 WET STEEL

29.56 30.48

1.00 1.049 120

24.36 24.36 9.04

0.18745 E 0

1.28 2.00 3.28

0.615 0.303 0.918

72 73

0.00 7.30 0.00 0.00 7.30 0.00 SCHED 40 WET STEEL

29.68 30.48

2.00 2.067 120

0.00 71.75 6.86

0.05087 T 0

5.60 10.00 15.60

0.794 0.000 0.794

5 74

4.48 2.70 24.79 0.00 2.10 0.00 SCHED 40 WET STEEL

30.62 31.19

1.00 1.049 120

24.79 24.79 9.20

0.19370 F 0

0.59 1.00 1.59

0.308 0.260 0.568

6 75

4.48 1.90 25.02 0.00 1.30 0.00 SCHED 40 WET STEEL

31.19 31.76

1.00 1.049 120

25.02 25.02 9.29

0.19701 F 0

0.59 1.00 1.59

0.313 0.260 0.573

74 75

0.00 2.10 0.00 0.00 1.30 0.00 SCHED 40 WET STEEL

31.19 31.76

2.00 2.067 120

0.00 24.79 2.37

0.00712 2ET 0

11.70 20.00 31.70

0.226 0.346 0.572

7 76

4.48 1.90 25.22 0.00 1.30 0.00 SCHED 40 WET STEEL

31.69 32.27

1.00 1.049 120

25.22 25.22 9.36

0.19993 F 0

0.59 1.00 1.59

0.318 0.260 0.578

75 76

0.00 1.30 0.00 0.00 1.30 0.00 SCHED 40 WET STEEL

31.76 32.27

2.00 2.067 120

0.00 49.81 4.76

0.02590 T 0

9.50 10.00 19.50

0.505 0.000 0.505

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Elite Software Development, Inc. UPGRADE HYDROPROCESSING INTEGRITY-RR Page 31

Fire Sprinkler Output Data Overall Pipe Output Data (cont'd) Beg. End. Node

Nodal KFactor (K)

Elevation (feet)

Spk/Hose Discharge (gpm)

Residual Nom. Dia. Pressure Inside Dia. (psi) C-Value

q (gpm) Q (gpm) Velocity (fps)

F. L./ft (psi/ft) Fittings Type-Grp

Pipe-Len. Fit-Len. Tot-Len. (ft)

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

8 77

4.48 6.60 24.66 0.00 6.10 0.00 SCHED 40 WET STEEL

30.31 31.60

1.00 1.049 120

24.66 24.66 9.16

0.19186 F2E 0

0.59 5.00 5.59

1.073 0.217 1.289

76 77

0.00 1.30 0.00 0.00 6.10 0.00 SCHED 40 WET STEEL

32.27 31.60

2.00 2.067 120

0.00 75.03 7.17

0.05526 ET 0

10.50 15.00 25.50

1.409 -2.078 -0.669

9 78

4.48 9.70 23.36 0.00 10.30 0.00 SCHED 40 WET STEEL

27.18 27.97

1.00 1.049 120

23.36 23.36 8.67

0.17347 2E 0

2.06 4.00 6.06

1.051 -0.260 0.791

10 79

4.48 9.70 23.40 0.00 10.30 0.00 SCHED 40 WET STEEL

27.28 28.08

1.00 1.049 120

23.40 23.40 8.69

0.17408 2E 0

2.06 4.00 6.06

1.055 -0.260 0.795

78 79

0.00 10.30 0.00 0.00 10.30 0.00 SCHED 40 WET STEEL

27.97 28.08

2.00 2.067 120

0.00 23.36 2.23

0.00638 T 0

6.60 10.00 16.60

0.106 0.000 0.106

11 80

4.48 8.00 23.88 0.00 7.30 0.00 SCHED 40 WET STEEL

28.41 29.80

1.00 1.049 120

23.88 23.88 8.86

0.18069 2E 0

2.06 4.00 6.06

1.095 0.303 1.398

79 80

0.00 10.30 0.00 0.00 7.30 0.00 SCHED 40 WET STEEL

28.08 29.80

2.00 2.067 120

0.00 46.76 4.47

0.02304 ET 0

3.50 15.00 18.50

0.426 1.299 1.725

12 81

4.48 8.00 24.56 0.00 7.30 0.00 SCHED 40 WET STEEL

30.05 30.97

1.00 1.049 120

24.56 24.56 9.12

0.19033 E 0

1.27 2.00 3.27

0.622 0.303 0.925

80 81

0.00 7.30 0.00 0.00 7.30 0.00 SCHED 40 WET STEEL

29.80 30.97

2.00 2.067 120

0.00 70.63 6.75

0.04942 ET 0

8.65 15.00 23.65

1.169 0.000 1.169

13 82

4.48 11.00 22.81 0.00 10.30 0.00 SCHED 40 WET STEEL

25.93 26.94

1.00 1.049 120

22.81 22.81 8.47

0.16608 FE 0

1.27 3.00 4.27

0.709 0.303 1.012

14 83

4.48 11.00 22.85 0.00 10.30 0.00 SCHED 40 WET STEEL

26.02 27.04

1.00 1.049 120

22.85 22.85 8.48

0.16663 FE 0

1.27 3.00 4.27

0.712 0.303 1.015

82 83

0.00 10.30 0.00 0.00 10.30 0.00 SCHED 40 WET STEEL

26.94 27.04

2.00 2.067 120

0.00 22.81 2.18

0.00611 T 0

5.60 10.00 15.60

0.095 0.000 0.095

C:\ ...\Z29 Reactor & Exchangers - Area F.fiw

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Fire - Fire Sprinkler Hydraulics Calculation Program Jacobs ZATE Al-Khobar, 31952

Elite Software Development, Inc. UPGRADE HYDROPROCESSING INTEGRITY-RR Page 32

Fire Sprinkler Output Data Overall Pipe Output Data (cont'd) Beg. End. Node

Nodal KFactor (K)

Elevation (feet)

Spk/Hose Discharge (gpm)

Residual Nom. Dia. Pressure Inside Dia. (psi) C-Value

q (gpm) Q (gpm) Velocity (fps)

F. L./ft (psi/ft) Fittings Type-Grp

Pipe-Len. Fit-Len. Tot-Len. (ft)

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

15 84

4.48 8.40 23.40 0.00 7.30 0.00 SCHED 40 WET STEEL

27.29 28.97

1.00 1.049 120

23.40 23.40 8.69

0.17413 2E 0

2.91 4.00 6.91

1.203 0.476 1.680

83 84

0.00 10.30 0.00 0.00 7.30 0.00 SCHED 40 WET STEEL

27.04 28.97

2.00 2.067 120

0.00 45.67 4.37

0.02205 2ET 0

8.74 20.00 28.74

0.634 1.299 1.933

16 85

4.48 8.40 23.95 0.00 7.30 0.00 SCHED 40 WET STEEL

28.59 29.69

1.00 1.049 120

23.95 23.95 8.89

0.18175 E 0

1.48 2.00 3.48

0.632 0.476 1.109

84 85

0.00 7.30 0.00 0.00 7.30 0.00 SCHED 40 WET STEEL

28.97 29.69

2.00 2.067 120

0.00 69.07 6.60

0.04741 T 0

5.25 10.00 15.25

0.723 0.000 0.723

17 86

4.48 6.60 24.80 0.00 7.30 0.00 SCHED 40 WET STEEL

30.65 32.13

1.00 1.049 120

24.80 24.80 9.21

0.19385 3E 0

3.21 6.00 9.21

1.785 -0.303 1.482

85 86

0.00 7.30 0.00 0.00 7.30 0.00 SCHED 40 WET STEEL

29.69 32.13

2.00 2.067 120

0.00 93.02 8.89

0.08225 2FET 0

10.63 19.00 29.63

2.437 0.000 2.437

18 87

4.48 1.70 25.64 0.00 1.10 0.00 SCHED 40 WET STEEL

32.75 33.35

1.00 1.049 120

25.64 25.64 9.52

0.20614 F 0

0.61 1.00 1.61

0.332 0.260 0.592

19 88

4.48 1.70 25.80 0.00 1.10 0.00 SCHED 40 WET STEEL

33.16 33.75

1.00 1.049 120

25.80 25.80 9.58

0.20848 F 0

0.61 1.00 1.61

0.336 0.260 0.595

87 88

0.00 1.10 0.00 0.00 1.10 0.00 SCHED 40 WET STEEL

33.35 33.75

2.00 2.067 120

0.00 25.64 2.45

0.00758 2F5ET 0

14.50 39.00 53.50

0.405 0.000 0.405

20 89

4.48 1.70 25.99 0.00 1.10 0.00 SCHED 40 WET STEEL

33.66 34.26

1.00 1.049 120

25.99 25.99 9.65

0.21139 F 0

0.61 1.00 1.61

0.340 0.260 0.600

88 89

0.00 1.10 0.00 0.00 1.10 0.00 SCHED 40 WET STEEL

33.75 34.26

2.00 2.067 120

0.00 51.44 4.92

0.02748 T 0

8.40 10.00 18.40

0.506 0.000 0.506

21 90

4.48 9.70 23.42 0.00 10.30 0.00 SCHED 40 WET STEEL

27.33 28.13

1.00 1.049 120

23.42 23.42 8.69

0.17436 2E 0

2.06 4.00 6.06

1.057 -0.260 0.797

C:\ ...\Z29 Reactor & Exchangers - Area F.fiw

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Fire - Fire Sprinkler Hydraulics Calculation Program Jacobs ZATE Al-Khobar, 31952

Elite Software Development, Inc. UPGRADE HYDROPROCESSING INTEGRITY-RR Page 33

Fire Sprinkler Output Data Overall Pipe Output Data (cont'd) Beg. End. Node

Nodal KFactor (K)

Elevation (feet)

Spk/Hose Discharge (gpm)

Residual Nom. Dia. Pressure Inside Dia. (psi) C-Value

q (gpm) Q (gpm) Velocity (fps)

F. L./ft (psi/ft) Fittings Type-Grp

Pipe-Len. Fit-Len. Tot-Len. (ft)

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

22 91

4.48 9.70 23.47 0.00 10.30 0.00 SCHED 40 WET STEEL

27.44 28.24

1.00 1.049 120

23.47 23.47 8.71

0.17499 2E 0

2.06 4.00 6.06

1.060 -0.260 0.801

90 91

0.00 10.30 0.00 0.00 10.30 0.00 SCHED 40 WET STEEL

28.13 28.24

2.00 2.067 120

0.00 23.42 2.24

0.00641 T 0

7.20 10.00 17.20

0.110 0.000 0.110

23 92

4.48 8.00 23.93 0.00 7.30 0.00 SCHED 40 WET STEEL

28.54 29.98

1.00 1.049 120

23.93 23.93 8.88

0.18149 2E 0

2.27 4.00 6.27

1.138 0.303 1.441

91 92

0.00 10.30 0.00 0.00 7.30 0.00 SCHED 40 WET STEEL

28.24 29.98

2.00 2.067 120

0.00 46.89 4.48

0.02315 ET 0

4.20 15.00 19.20

0.445 1.299 1.744

24 93

4.48 8.00 24.61 0.00 7.30 0.00 SCHED 40 WET STEEL

30.17 31.10

1.00 1.049 120

24.61 24.61 9.14

0.19107 E 0

1.28 2.00 3.28

0.627 0.303 0.930

92 93

0.00 7.30 0.00 0.00 7.30 0.00 SCHED 40 WET STEEL

29.98 31.10

2.00 2.067 120

0.00 70.82 6.77

0.04966 ET 0

7.60 15.00 22.60

1.122 0.000 1.122

25 94

4.48 11.00 24.07 0.00 10.30 0.00 SCHED 40 WET STEEL

28.87 29.96

1.00 1.049 120

24.07 24.07 8.94

0.18343 FE 0

1.28 3.00 4.28

0.785 0.303 1.088

26 95

4.48 11.00 24.11 0.00 10.30 0.00 SCHED 40 WET STEEL

28.97 30.07

1.00 1.049 120

24.11 24.11 8.95

0.18403 FE 0

1.28 3.00 4.28

0.788 0.303 1.091

94 95

0.00 10.30 0.00 0.00 10.30 0.00 SCHED 40 WET STEEL

29.96 30.07

2.00 2.067 120

0.00 24.07 2.30

0.00674 T 0

5.60 10.00 15.60

0.105 0.000 0.105

27 96

4.48 8.40 24.62 0.00 7.30 0.00 SCHED 40 WET STEEL

30.19 32.06

1.00 1.049 120

24.62 24.62 9.14

0.19119 2E 0

3.28 4.00 7.28

1.392 0.476 1.868

95 96

0.00 10.30 0.00 0.00 7.30 0.00 SCHED 40 WET STEEL

30.07 32.06

2.00 2.067 120

0.00 48.19 4.61

0.02436 2FET 0

9.70 19.00 28.70

0.699 1.299 1.998

28 97

4.48 8.40 25.20 0.00 7.30 0.00 SCHED 40 WET STEEL

31.64 32.81

1.00 1.049 120

25.20 25.20 9.35

0.19964 E 0

1.48 2.00 3.48

0.695 0.476 1.171

C:\ ...\Z29 Reactor & Exchangers - Area F.fiw

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Fire - Fire Sprinkler Hydraulics Calculation Program Jacobs ZATE Al-Khobar, 31952

Elite Software Development, Inc. UPGRADE HYDROPROCESSING INTEGRITY-RR Page 34

Fire Sprinkler Output Data Overall Pipe Output Data (cont'd) Beg. End. Node

Nodal KFactor (K)

Elevation (feet)

Spk/Hose Discharge (gpm)

Residual Nom. Dia. Pressure Inside Dia. (psi) C-Value

q (gpm) Q (gpm) Velocity (fps)

F. L./ft (psi/ft) Fittings Type-Grp

Pipe-Len. Fit-Len. Tot-Len. (ft)

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

96 97

0.00 7.30 0.00 0.00 7.30 0.00 SCHED 40 WET STEEL

32.06 32.81

2.00 2.067 120

0.00 72.80 6.96

0.05226 T 0

4.30 10.00 14.30

0.747 0.000 0.747

29 98

4.48 1.70 25.44 0.00 1.10 0.00 SCHED 40 WET STEEL

32.25 32.83

1.00 1.049 120

25.44 25.44 9.44

0.20317 F 0

0.61 1.00 1.61

0.327 0.260 0.587

30 99

4.48 1.70 25.56 0.00 1.10 0.00 SCHED 40 WET STEEL

32.55 33.14

1.00 1.049 120

25.56 25.56 9.49

0.20496 F 0

0.61 1.00 1.61

0.330 0.260 0.590

98 99

0.00 1.10 0.00 0.00 1.10 0.00 SCHED 40 WET STEEL

32.83 33.14

2.00 2.067 120

0.00 25.44 2.43

0.00747 4ET 0

11.50 30.00 41.50

0.310 0.000 0.310

31 100

4.48 1.70 25.75 0.00 1.10 0.00 SCHED 40 WET STEEL

33.04 33.63

1.00 1.049 120

25.75 25.75 9.56

0.20780 F 0

0.61 1.00 1.61

0.335 0.260 0.594

99 100

0.00 1.10 0.00 0.00 1.10 0.00 SCHED 40 WET STEEL

33.14 33.63

2.00 2.067 120

0.00 51.00 4.88

0.02705 T 0

8.20 10.00 18.20

0.492 0.000 0.492

32 101

4.48 6.60 25.20 0.00 6.10 0.00 SCHED 40 WET STEEL

31.65 33.52

1.00 1.049 120

25.20 25.20 9.36

0.19971 F2E 0

3.28 5.00 8.28

1.654 0.217 1.870

100 101

0.00 1.10 0.00 0.00 6.10 0.00 SCHED 40 WET STEEL

33.63 33.52

2.00 2.067 120

0.00 76.75 7.34

0.05763 2F2ET 0

11.60 24.00 35.60

2.051 -2.165 -0.114

33 102

4.48 8.00 23.64 0.00 7.30 0.00 SCHED 40 WET STEEL

27.84 28.73

1.00 1.049 120

23.64 23.64 8.78

0.17738 E 0

1.28 2.00 3.28

0.582 0.303 0.885

34 103

4.48 8.00 23.68 0.00 7.30 0.00 SCHED 40 WET STEEL

27.94 28.83

1.00 1.049 120

23.68 23.68 8.79

0.17794 E 0

1.28 2.00 3.28

0.584 0.303 0.887

102 103

0.00 7.30 0.00 0.00 7.30 0.00 SCHED 40 WET STEEL

28.73 28.83

2.00 2.067 120

0.00 23.64 2.26

0.00652 T 0

4.92 10.00 14.92

0.097 0.000 0.097

35 104

4.48 8.00 23.82 0.00 7.30 0.00 SCHED 40 WET STEEL

28.26 29.16

1.00 1.049 120

23.82 23.82 8.84

0.17985 E 0

1.28 2.00 3.28

0.590 0.303 0.893

C:\ ...\Z29 Reactor & Exchangers - Area F.fiw

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Tuesday, January 15, 2019, 8:25 AM

Fire - Fire Sprinkler Hydraulics Calculation Program Jacobs ZATE Al-Khobar, 31952

Elite Software Development, Inc. UPGRADE HYDROPROCESSING INTEGRITY-RR Page 35

Fire Sprinkler Output Data Overall Pipe Output Data (cont'd) Beg. End. Node

Nodal KFactor (K)

Elevation (feet)

Spk/Hose Discharge (gpm)

Residual Nom. Dia. Pressure Inside Dia. (psi) C-Value

q (gpm) Q (gpm) Velocity (fps)

F. L./ft (psi/ft) Fittings Type-Grp

Pipe-Len. Fit-Len. Tot-Len. (ft)

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

103 104

0.00 7.30 0.00 0.00 7.30 0.00 SCHED 40 WET STEEL

28.83 29.16

2.00 2.067 120

0.00 47.32 4.52

0.02355 T 0

4.00 10.00 14.00

0.330 0.000 0.330

36 105

4.48 8.00 24.11 0.00 7.30 0.00 SCHED 40 WET STEEL

28.96 29.86

1.00 1.049 120

24.11 24.11 8.95

0.18392 E 0

1.28 2.00 3.28

0.603 0.303 0.906

104 105

0.00 7.30 0.00 0.00 7.30 0.00 SCHED 40 WET STEEL

29.16 29.86

2.00 2.067 120

0.00 71.14 6.80

0.05007 T 0

4.10 10.00 14.10

0.706 0.000 0.706

37 106

4.48 8.00 24.60 0.00 7.30 0.00 SCHED 40 WET STEEL

30.14 31.07

1.00 1.049 120

24.60 24.60 9.13

0.19089 E 0

1.28 2.00 3.28

0.626 0.303 0.929

105 106

0.00 7.30 0.00 0.00 7.30 0.00 SCHED 40 WET STEEL

29.86 31.07

2.00 2.067 120

0.00 95.24 9.11

0.08591 T 0

4.10 10.00 14.10

1.211 0.000 1.211

38 107

4.48 1.90 26.83 0.00 1.30 0.00 SCHED 40 WET STEEL

35.86 36.48

1.00 1.049 120

26.83 26.83 9.96

0.22416 F 0

0.61 1.00 1.61

0.361 0.260 0.621

39 108

4.48 1.90 26.89 0.00 1.30 0.00 SCHED 40 WET STEEL

36.02 36.64

1.00 1.049 120

26.89 26.89 9.98

0.22506 F 0

0.61 1.00 1.61

0.362 0.260 0.622

107 108

0.00 1.30 0.00 0.00 1.30 0.00 SCHED 40 WET STEEL

36.48 36.64

2.00 2.067 120

0.00 26.83 2.57

0.00824 T 0

9.10 10.00 19.10

0.157 0.000 0.157

40 109

4.48 1.90 27.09 0.00 1.30 0.00 SCHED 40 WET STEEL

36.57 37.20

1.00 1.049 120

27.09 27.09 10.06

0.22827 F 0

0.61 1.00 1.61

0.368 0.260 0.627

108 109

0.00 1.30 0.00 0.00 1.30 0.00 SCHED 40 WET STEEL

36.64 37.20

2.00 2.067 120

0.00 53.71 5.14

0.02977 T 0

8.86 10.00 18.86

0.562 0.000 0.562

41 110

4.48 8.00 25.21 0.00 7.30 0.00 SCHED 40 WET STEEL

31.67 32.66

1.00 1.049 120

25.21 25.21 9.36

0.19979 E 0

1.48 2.00 3.48

0.695 0.303 0.998

42 111

4.48 8.00 25.26 0.00 7.30 0.00 SCHED 40 WET STEEL

31.78 32.78

1.00 1.049 120

25.26 25.26 9.38

0.20047 E 0

1.48 2.00 3.48

0.698 0.303 1.001

C:\ ...\Z29 Reactor & Exchangers - Area F.fiw

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Fire - Fire Sprinkler Hydraulics Calculation Program Jacobs ZATE Al-Khobar, 31952

Elite Software Development, Inc. UPGRADE HYDROPROCESSING INTEGRITY-RR Page 36

Fire Sprinkler Output Data Overall Pipe Output Data (cont'd) Beg. End. Node

Nodal KFactor (K)

Elevation (feet)

Spk/Hose Discharge (gpm)

Residual Nom. Dia. Pressure Inside Dia. (psi) C-Value

q (gpm) Q (gpm) Velocity (fps)

F. L./ft (psi/ft) Fittings Type-Grp

Pipe-Len. Fit-Len. Tot-Len. (ft)

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

110 111

0.00 7.30 0.00 0.00 7.30 0.00 SCHED 40 WET STEEL

32.66 32.78

2.00 2.067 120

0.00 25.21 2.41

0.00735 T 0

6.10 10.00 16.10

0.118 0.000 0.118

43 112

4.48 8.00 25.42 0.00 7.30 0.00 SCHED 40 WET STEEL

32.19 33.20

1.00 1.049 120

25.42 25.42 9.44

0.20284 E 0

1.48 2.00 3.48

0.706 0.303 1.009

111 112

0.00 7.30 0.00 0.00 7.30 0.00 SCHED 40 WET STEEL

32.78 33.20

2.00 2.067 120

0.00 50.47 4.83

0.02653 T 0

5.60 10.00 15.60

0.414 0.000 0.414

44 113

4.48 8.00 25.76 0.00 7.30 0.00 SCHED 40 WET STEEL

33.05 34.08

1.00 1.049 120

25.76 25.76 9.56

0.20786 E 0

1.48 2.00 3.48

0.723 0.303 1.026

112 113

0.00 7.30 0.00 0.00 7.30 0.00 SCHED 40 WET STEEL

33.20 34.08

2.00 2.067 120

0.00 75.88 7.26

0.05642 T 0

5.60 10.00 15.60

0.880 0.000 0.880

45 114

4.48 8.00 24.68 0.00 7.30 0.00 SCHED 40 WET STEEL

30.34 31.31

1.00 1.049 120

24.68 24.68 9.16

0.19203 E 0

1.48 2.00 3.48

0.668 0.303 0.971

46 115

4.48 8.00 24.72 0.00 7.30 0.00 SCHED 40 WET STEEL

30.45 31.43

1.00 1.049 120

24.72 24.72 9.18

0.19270 E 0

1.48 2.00 3.48

0.671 0.303 0.974

114 115

0.00 7.30 0.00 0.00 7.30 0.00 SCHED 40 WET STEEL

31.31 31.43

2.00 2.067 120

0.00 24.68 2.36

0.00706 T 0

6.60 10.00 16.60

0.117 0.000 0.117

47 116

4.48 8.00 24.88 0.00 7.30 0.00 SCHED 40 WET STEEL

30.84 31.82

1.00 1.049 120

24.88 24.88 9.24

0.19498 E 0

1.48 2.00 3.48

0.679 0.303 0.982

115 116

0.00 7.30 0.00 0.00 7.30 0.00 SCHED 40 WET STEEL

31.43 31.82

2.00 2.067 120

0.00 49.40 4.72

0.02550 T 0

5.60 10.00 15.60

0.398 0.000 0.398

48 117

4.48 8.00 25.23 0.00 7.30 0.00 SCHED 40 WET STEEL

31.71 32.71

1.00 1.049 120

25.23 25.23 9.37

0.20004 E 0

1.48 2.00 3.48

0.696 0.303 0.999

116 117

0.00 7.30 0.00 0.00 7.30 0.00 SCHED 40 WET STEEL

31.82 32.71

2.00 2.067 120

0.00 74.28 7.10

0.05424 T 0

6.30 10.00 16.30

0.884 0.000 0.884

C:\ ...\Z29 Reactor & Exchangers - Area F.fiw

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Fire - Fire Sprinkler Hydraulics Calculation Program Jacobs ZATE Al-Khobar, 31952

Elite Software Development, Inc. UPGRADE HYDROPROCESSING INTEGRITY-RR Page 37

Fire Sprinkler Output Data Overall Pipe Output Data (cont'd) Beg. End. Node

Nodal KFactor (K)

Elevation (feet)

Spk/Hose Discharge (gpm)

Residual Nom. Dia. Pressure Inside Dia. (psi) C-Value

q (gpm) Q (gpm) Velocity (fps)

F. L./ft (psi/ft) Fittings Type-Grp

Pipe-Len. Fit-Len. Tot-Len. (ft)

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

49 118

4.48 6.60 25.88 0.00 7.30 0.00 SCHED 40 WET STEEL

33.37 35.01

1.00 1.049 120

25.88 25.88 9.61

0.20970 3E 0

3.28 6.00 9.28

1.946 -0.303 1.643

117 118

0.00 7.30 0.00 0.00 7.30 0.00 SCHED 40 WET STEEL

32.71 35.01

2.00 2.067 120

0.00 99.51 9.51

0.09316 ET 0

9.70 15.00 24.70

2.301 0.000 2.301

50 119

4.48 31.80 22.69 0.00 31.30 0.00 SCHED 40 WET STEEL

25.65 26.23

1.00 1.049 120

22.69 22.69 8.42

0.16444 F 0

1.21 1.00 2.21

0.363 0.217 0.580

51 120

4.48 31.80 22.75 0.00 31.30 0.00 SCHED 40 WET STEEL

25.79 26.38

1.00 1.049 120

22.75 22.75 8.45

0.16527 F 0

1.21 1.00 2.21

0.365 0.217 0.582

119 120

0.00 31.30 0.00 0.00 31.30 0.00 SCHED 40 WET STEEL

26.23 26.38

2.00 2.067 120

0.00 22.69 2.17

0.00605 2FT 0

9.40 14.00 23.40

0.141 0.000 0.141

52 121

4.48 31.80 22.40 0.00 31.30 0.00 SCHED 40 WET STEEL

25.00 25.57

1.00 1.049 120

22.40 22.40 8.32

0.16055 F 0

1.21 1.00 2.21

0.355 0.217 0.571

53 122

4.48 31.80 22.45 0.00 31.30 0.00 SCHED 40 WET STEEL

25.11 25.68

1.00 1.049 120

22.45 22.45 8.33

0.16119 F 0

1.21 1.00 2.21

0.356 0.217 0.573

121 122

0.00 31.30 0.00 0.00 31.30 0.00 SCHED 40 WET STEEL

25.57 25.68

2.00 2.067 120

0.00 22.40 2.14

0.00590 FT 0

6.40 12.00 18.40

0.109 0.000 0.109

54 123

4.48 31.80 22.64 0.00 31.30 0.00 SCHED 40 WET STEEL

25.53 26.11

1.00 1.049 120

22.64 22.64 8.40

0.16372 F 0

1.21 1.00 2.21

0.362 0.217 0.578

122 123

0.00 31.30 0.00 0.00 31.30 0.00 SCHED 40 WET STEEL

25.68 26.11

2.00 2.067 120

0.00 44.85 4.29

0.02133 2FT 0

6.25 14.00 20.25

0.432 0.000 0.432

55 124

4.48 26.40 23.32 0.00 27.00 0.00 SCHED 40 WET STEEL

27.10 28.31

1.00 1.049 120

23.32 23.32 8.66

0.17297 F2E 0

3.54 5.00 8.54

1.477 -0.260 1.217

56 125

4.48 26.40 23.38 0.00 27.00 0.00 SCHED 40 WET STEEL

27.23 28.45

1.00 1.049 120

23.38 23.38 8.68

0.17373 F2E 0

3.54 5.00 8.54

1.484 -0.260 1.224

C:\ ...\Z29 Reactor & Exchangers - Area F.fiw

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Tuesday, January 15, 2019, 8:25 AM

Fire - Fire Sprinkler Hydraulics Calculation Program Jacobs ZATE Al-Khobar, 31952

Elite Software Development, Inc. UPGRADE HYDROPROCESSING INTEGRITY-RR Page 38

Fire Sprinkler Output Data Overall Pipe Output Data (cont'd) Beg. End. Node

Nodal KFactor (K)

Elevation (feet)

Spk/Hose Discharge (gpm)

Residual Nom. Dia. Pressure Inside Dia. (psi) C-Value

q (gpm) Q (gpm) Velocity (fps)

F. L./ft (psi/ft) Fittings Type-Grp

Pipe-Len. Fit-Len. Tot-Len. (ft)

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

124 125

0.00 27.00 0.00 0.00 27.00 0.00 SCHED 40 WET STEEL

28.31 28.45

2.00 2.067 120

0.00 23.32 2.23

0.00636 2FT 0

7.32 14.00 21.32

0.136 0.000 0.136

57 126

4.48 26.40 23.06 0.00 27.00 0.00 SCHED 40 WET STEEL

26.50 27.69

1.00 1.049 120

23.06 23.06 8.56

0.16947 F2E 0

3.54 5.00 8.54

1.447 -0.260 1.187

58 127

4.48 26.40 23.11 0.00 27.00 0.00 SCHED 40 WET STEEL

26.61 27.80

1.00 1.049 120

23.11 23.11 8.58

0.17009 F2E 0

3.54 5.00 8.54

1.453 -0.260 1.193

126 127

0.00 27.00 0.00 0.00 27.00 0.00 SCHED 40 WET STEEL

27.69 27.80

2.00 2.067 120

0.00 23.06 2.21

0.00623 FT 0

5.60 12.00 17.60

0.110 0.000 0.110

59 128

4.48 26.40 23.29 0.00 27.00 0.00 SCHED 40 WET STEEL

27.02 28.23

1.00 1.049 120

23.29 23.29 8.64

0.17251 F2E 0

3.54 5.00 8.54

1.473 -0.260 1.213

127 128

0.00 27.00 0.00 0.00 27.00 0.00 SCHED 40 WET STEEL

27.80 28.23

2.00 2.067 120

0.00 46.17 4.41

0.02251 2FT 0

5.12 14.00 19.12

0.430 0.000 0.430

60 129

4.48 20.30 24.20 0.00 21.00 0.00 SCHED 40 WET STEEL

29.18 30.46

1.00 1.049 120

24.20 24.20 8.98

0.18527 F2E 0

3.54 5.00 8.54

1.582 -0.303 1.279

61 130

4.48 20.30 24.26 0.00 21.00 0.00 SCHED 40 WET STEEL

29.32 30.61

1.00 1.049 120

24.26 24.26 9.01

0.18608 F2E 0

3.54 5.00 8.54

1.589 -0.303 1.286

129 130

0.00 21.00 0.00 0.00 21.00 0.00 SCHED 40 WET STEEL

30.46 30.61

2.00 2.067 120

0.00 24.20 2.31

0.00681 2FT 0

7.32 14.00 21.32

0.145 0.000 0.145

62 131

4.48 20.30 23.80 0.00 21.00 0.00 SCHED 40 WET STEEL

28.21 29.80

1.00 1.049 120

23.80 23.80 8.83

0.17956 F2E 0

3.54 7.00 10.54

1.893 -0.303 1.589

63 132

4.48 20.30 23.99 0.00 21.00 0.00 SCHED 40 WET STEEL

28.67 29.92

1.00 1.049 120

23.99 23.99 8.90

0.18222 F2E 0

3.54 5.00 8.54

1.556 -0.303 1.253

131 132

0.00 21.00 0.00 0.00 21.00 0.00 SCHED 40 WET STEEL

29.80 29.92

2.00 2.067 120

0.00 23.80 2.28

0.00660 FT 0

5.60 12.00 17.60

0.116 0.000 0.116

C:\ ...\Z29 Reactor & Exchangers - Area F.fiw

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Tuesday, January 15, 2019, 8:25 AM

Fire - Fire Sprinkler Hydraulics Calculation Program Jacobs ZATE Al-Khobar, 31952

Elite Software Development, Inc. UPGRADE HYDROPROCESSING INTEGRITY-RR Page 39

Fire Sprinkler Output Data Overall Pipe Output Data (cont'd) Beg. End. Node

Nodal KFactor (K)

Elevation (feet)

Spk/Hose Discharge (gpm)

Residual Nom. Dia. Pressure Inside Dia. (psi) C-Value

q (gpm) Q (gpm) Velocity (fps)

F. L./ft (psi/ft) Fittings Type-Grp

Pipe-Len. Fit-Len. Tot-Len. (ft)

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

64 133

4.48 20.30 24.17 0.00 21.00 0.00 SCHED 40 WET STEEL

29.10 30.38

1.00 1.049 120

24.17 24.17 8.97

0.18479 F2E 0

3.54 5.00 8.54

1.578 -0.303 1.275

132 133

0.00 21.00 0.00 0.00 21.00 0.00 SCHED 40 WET STEEL

29.92 30.38

2.00 2.067 120

0.00 47.78 4.57

0.02398 2FT 0

5.12 14.00 19.12

0.458 0.000 0.458

65 134

4.48 9.20 24.31 0.00 8.70 0.00 SCHED 40 WET STEEL

29.44 30.06

1.00 1.049 120

24.31 24.31 9.02

0.18674 F 0

1.21 1.00 2.21

0.413 0.217 0.629

66 135

4.48 9.20 24.37 0.00 8.70 0.00 SCHED 40 WET STEEL

29.59 30.23

1.00 1.049 120

24.37 24.37 9.05

0.18767 F 0

1.21 1.00 2.21

0.415 0.217 0.631

134 135

0.00 8.70 0.00 0.00 8.70 0.00 SCHED 40 WET STEEL

30.06 30.23

2.00 2.067 120

0.00 24.31 2.32

0.00687 2FT 0

9.40 14.00 23.40

0.161 0.000 0.161

67 136

4.48 9.20 24.56 0.00 8.70 0.00 SCHED 40 WET STEEL

30.05 30.68

1.00 1.049 120

24.56 24.56 9.12

0.19032 F 0

1.21 1.00 2.21

0.421 0.217 0.637

135 136

0.00 8.70 0.00 0.00 8.70 0.00 SCHED 40 WET STEEL

30.23 30.68

2.00 2.067 120

0.00 48.68 4.65

0.02482 FT 0

6.40 12.00 18.40

0.457 0.000 0.457

68 137

4.48 9.20 24.64 0.00 8.70 0.00 SCHED 40 WET STEEL

30.25 30.89

1.00 1.049 120

24.64 24.64 9.15

0.19152 F 0

1.21 1.00 2.21

0.423 0.217 0.640

69 138

4.48 9.20 24.69 0.00 8.70 0.00 SCHED 40 WET STEEL

30.38 31.02

1.00 1.049 120

24.69 24.69 9.17

0.19227 F 0

1.21 1.00 2.21

0.425 0.217 0.641

137 138

0.00 8.70 0.00 0.00 8.70 0.00 SCHED 40 WET STEEL

30.89 31.02

2.00 2.067 120

0.00 24.64 2.36

0.00704 FT 0

6.40 12.00 18.40

0.130 0.000 0.130

73 139

0.00 7.30 0.00 0.00 7.30 0.00 SCHED 40 WET STEEL

30.48 32.11

2.00 2.067 120

0.00 96.10 9.19

0.08735 T 0

8.70 10.00 18.70

1.634 0.000 1.634

77 139

0.00 6.10 0.00 0.00 7.30 0.00 SCHED 40 WET STEEL

31.60 32.11

2.00 2.067 120

0.00 99.70 9.53

0.09349 T 0

1.00 10.00 11.00

1.028 -0.520 0.509

C:\ ...\Z29 Reactor & Exchangers - Area F.fiw

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Tuesday, January 15, 2019, 8:25 AM

Fire - Fire Sprinkler Hydraulics Calculation Program Jacobs ZATE Al-Khobar, 31952

Elite Software Development, Inc. UPGRADE HYDROPROCESSING INTEGRITY-RR Page 40

Fire Sprinkler Output Data Overall Pipe Output Data (cont'd) Beg. End. Node

Nodal KFactor (K)

Elevation (feet)

Spk/Hose Discharge (gpm)

Residual Nom. Dia. Pressure Inside Dia. (psi) C-Value

q (gpm) Q (gpm) Velocity (fps)

F. L./ft (psi/ft) Fittings Type-Grp

Pipe-Len. Fit-Len. Tot-Len. (ft)

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

81 140

0.00 7.30 0.00 0.00 7.30 0.00 SCHED 40 WET STEEL

30.97 32.98

2.00 2.067 120

0.00 95.19 9.10

0.08583 ET 0

8.35 15.00 23.35

2.004 0.000 2.004

139 140

0.00 7.30 0.00 0.00 7.30 0.00 SCHED 40 WET STEEL FBE LINED

32.11 32.98

3.00 3.068

0.00 195.80

0.04107 T

3.73 17.40

0.868 0.000

130

8.50

0

21.13

0.868

89 141

0.00 1.10 0.00 0.00 7.30 0.00 SCHED 40 WET STEEL

34.26 33.11

2.00 2.067 120

0.00 77.43 7.40

0.05857 2FT 0

12.30 14.00 26.30

1.540 -2.685 -1.144

93 141

0.00 7.30 0.00 0.00 7.30 0.00 SCHED 40 WET STEEL

31.10 33.11

2.00 2.067 120

0.00 95.43 9.12

0.08623 ET 0

8.30 15.00 23.30

2.009 0.000 2.009

86 142

0.00 7.30 0.00 0.00 7.30 0.00 SCHED 40 WET STEEL

32.13 33.70

2.00 2.067 120

0.00 117.83 11.27

0.12736 T 0

2.30 10.00 12.30

1.567 0.000 1.567

141 142

0.00 7.30 0.00 0.00 7.30 0.00 SCHED 40 WET STEEL FBE LINED

33.11 33.70

3.00 3.068

0.00 172.86

0.03261 T

0.53 17.40

0.585 0.000

130

7.50

0

17.93

0.585

101 143

0.00 6.10 0.00 0.00 7.30 0.00 SCHED 40 WET STEEL

33.52 34.30

2.00 2.067 120

0.00 101.96 9.75

0.09745 T 0

3.28 10.00 13.28

1.294 -0.520 0.775

106 143

0.00 7.30 0.00 0.00 7.30 0.00 SCHED 40 WET STEEL

31.07 34.30

2.00 2.067 120

0.00 119.84 11.46

0.13142 ET 0

9.52 15.00 24.52

3.222 0.000 3.222

97 144

0.00 7.30 0.00 0.00 7.30 0.00 SCHED 40 WET STEEL

32.81 35.39

2.00 2.067 120

0.00 98.00 9.37

0.09058 2FET 0

9.50 19.00 28.50

2.581 0.000 2.581

143 144

0.00 7.30 0.00 0.00 7.30 0.00 SCHED 40 WET STEEL FBE LINED

34.30 35.39

3.00 3.068

0.00 221.80

0.05172 T

3.80 17.40

1.097 0.000

130

9.63

0

21.20

1.097

0.00 1.30 0.00 0.00 6.80 0.00 SCHED 40 WET STEEL

37.20 36.43

2.00 2.067 120

0.00 80.81 7.73

0.06338 2FT 0

11.50 14.00 25.50

1.616 -2.382 -0.765

109 145

C:\ ...\Z29 Reactor & Exchangers - Area F.fiw

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Tuesday, January 15, 2019, 8:25 AM

Fire - Fire Sprinkler Hydraulics Calculation Program Jacobs ZATE Al-Khobar, 31952

Elite Software Development, Inc. UPGRADE HYDROPROCESSING INTEGRITY-RR Page 41

Fire Sprinkler Output Data Overall Pipe Output Data (cont'd) Beg. End. Node

Nodal KFactor (K)

Elevation (feet)

Spk/Hose Discharge (gpm)

Residual Nom. Dia. Pressure Inside Dia. (psi) C-Value

q (gpm) Q (gpm) Velocity (fps)

F. L./ft (psi/ft) Fittings Type-Grp

Pipe-Len. Fit-Len. Tot-Len. (ft)

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

113 145

0.00 7.30 0.00 0.00 6.80 0.00 SCHED 40 WET STEEL

34.08 36.43

2.00 2.067 120

0.00 101.64 9.72

0.09689 2FT 0

8.10 14.00 22.10

2.141 0.217 2.358

118 146

0.00 7.30 0.00 0.00 7.30 0.00 SCHED 40 WET STEEL

35.01 36.88

2.00 2.067 120

0.00 125.38 11.99

0.14288 T 0

3.10 10.00 13.10

1.872 0.000 1.872

145 146

0.00 6.80 0.00 0.00 7.30 0.00 SCHED 40 WET STEEL FBE LINED

36.43 36.88

3.00 3.068

0.00 182.44

0.03604 T

1.00 17.40

0.663 -0.217

130

7.92

0

18.40

0.447

120 147

0.00 31.30 0.00 0.00 31.30 0.00 SCHED 40 WET STEEL

26.38 26.71

2.00 2.067 120

0.00 45.44 4.35

0.02185 FT 0

3.24 12.00 15.24

0.333 0.000 0.333

123 147

0.00 31.30 0.00 0.00 31.30 0.00 SCHED 40 WET STEEL

26.11 26.71

2.00 2.067 120

0.00 67.49 6.45

0.04542 T 0

3.15 10.00 13.15

0.597 0.000 0.597

125 148

0.00 27.00 0.00 0.00 27.00 0.00 SCHED 40 WET STEEL

28.45 28.80

2.00 2.067 120

0.00 46.70 4.46

0.02298 FT 0

3.44 12.00 15.44

0.355 0.000 0.355

128 148

0.00 27.00 0.00 0.00 27.00 0.00 SCHED 40 WET STEEL

28.23 28.80

2.00 2.067 120

0.00 69.46 6.64

0.04791 T 0

1.95 10.00 11.95

0.573 0.000 0.573

130 149

0.00 21.00 0.00 0.00 21.00 0.00 SCHED 40 WET STEEL

30.61 30.99

2.00 2.067 120

0.00 48.46 4.63

0.02461 FT 0

3.44 12.00 15.44

0.380 0.000 0.380

133 149

0.00 21.00 0.00 0.00 21.00 0.00 SCHED 40 WET STEEL

30.38 30.99

2.00 2.067 120

0.00 71.95 6.88

0.05113 T 0

1.95 10.00 11.95

0.611 0.000 0.611

136 150

0.00 8.70 0.00 0.00 8.70 0.00 SCHED 40 WET STEEL

30.68 31.43

2.00 2.067 120

0.00 73.23 7.00

0.05284 FT 0

2.15 12.00 14.15

0.748 0.000 0.748

138 150

0.00 8.70 0.00 0.00 8.70 0.00 SCHED 40 WET STEEL

31.02 31.43

2.00 2.067 120

0.00 49.33 4.72

0.02544 FT 0

4.10 12.00 16.10

0.410 0.000 0.410

149 151

0.00 21.00 0.00 0.00 22.00 0.00 SCHED 40 WET STEEL

30.99 32.84

2.00 2.067 120

0.00 120.41 11.51

0.13258 ET 0

2.20 15.00 17.20

2.280 -0.433 1.847

C:\ ...\Z29 Reactor & Exchangers - Area F.fiw

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Tuesday, January 15, 2019, 8:25 AM

Fire - Fire Sprinkler Hydraulics Calculation Program Jacobs ZATE Al-Khobar, 31952

Elite Software Development, Inc. UPGRADE HYDROPROCESSING INTEGRITY-RR Page 42

Fire Sprinkler Output Data Overall Pipe Output Data (cont'd) Beg. End. Node

Nodal KFactor (K)

Elevation (feet)

Spk/Hose Discharge (gpm)

Residual Nom. Dia. Pressure Inside Dia. (psi) C-Value

q (gpm) Q (gpm) Velocity (fps)

F. L./ft (psi/ft) Fittings Type-Grp

Pipe-Len. Fit-Len. Tot-Len. (ft)

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

150 151

0.00 8.70 0.00 0.00 22.00 0.00 SCHED 40 WET STEEL

31.43 32.84

2.00 2.067 120

0.00 122.57 11.72

0.13700 2F3ET 0

23.30 29.00 52.30

7.165 -5.759 1.406

147 152

0.00 31.30 0.00 0.00 28.00 0.00 SCHED 40 WET STEEL

26.71 30.50

2.00 2.067 120

0.00 112.93 10.80

0.11774 ET 0

5.10 15.00 20.10

2.367 1.429 3.795

148 152

0.00 27.00 0.00 0.00 28.00 0.00 SCHED 40 WET STEEL

28.80 30.50

2.00 2.067 120

0.00 116.16 11.11

0.12404 ET 0

2.20 15.00 17.20

2.133 -0.433 1.700

151 153

0.00 22.00 0.00 0.00 26.20 0.00 SCHED 40 WET STEEL FBE LINED

32.84 32.35

3.00 3.068

0.00 242.98

0.06123 T

4.35 17.40

1.332 -1.819

130

10.55

0

21.75

-0.487

0.00 28.00 0.00 0.00 26.20 0.00 SCHED 40 WET STEEL FBE LINED

30.50 32.35

3.00 3.068

0.00 229.09

0.05491 T

2.00 17.40

1.065 0.779

130

9.94

0

19.40

1.845

0.00 26.20 0.00 0.00 25.00 0.00 SCHED 40 WET STEEL FBE LINED

32.35 39.72

3.00 3.068

0.00 472.06

0.20923 ET

7.21 25.52

6.848 0.520

130

20.49

0

32.73

7.368

0.00 25.00 0.00 0.00 9.40 0.00 SCHED 40 WET STEEL FBE LINED

39.72 40.07

6.00 6.065

0.00 1209.30

0.04316 4ET

48.50 99.76

6.399 -6.755

130

13.43

0

148.26

-0.356

0.00 7.30 0.00 0.00 9.40 0.00 SCHED 40 WET STEEL FBE LINED

36.88 40.07

3.00 3.068

0.00 307.83

0.09486 2ET

9.60 33.64

4.102 -0.909

130

13.36

0

43.24

3.192

0.00 9.40 0.00 0.00 9.40 0.00 SCHED 40 WET STEEL FBE LINED

40.07 38.88

6.00 6.065

0.00 901.48

0.02506 T

12.63 34.80

1.189 0.000

130

10.01

0

47.43

1.189

0.00 7.30 0.00 0.00 9.40 0.00 SCHED 40 WET STEEL FBE LINED

35.39 38.88

3.00 3.068

0.00 319.80

0.10180 2ET

9.60 33.64

4.402 -0.909

130

13.88

0

43.24

3.492

152 153

153 154

154 155

146 155

155 156

144 156

C:\ ...\Z29 Reactor & Exchangers - Area F.fiw

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Fire - Fire Sprinkler Hydraulics Calculation Program Jacobs ZATE Al-Khobar, 31952

Elite Software Development, Inc. UPGRADE HYDROPROCESSING INTEGRITY-RR Page 43

Fire Sprinkler Output Data Overall Pipe Output Data (cont'd) Beg. End. Node 156 157

157 158

142 158

158 159

140 159

154 160

160 161

161 162

Nodal KFactor (K)

Elevation (feet)

Spk/Hose Discharge (gpm)

q (gpm) Q (gpm) Velocity (fps)

F. L./ft (psi/ft) Fittings Type-Grp

Pipe-Len. Fit-Len. Tot-Len. (ft)

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

6.00 6.065

0.00 581.68

0.01114 T

3.60 34.80

0.428 0.000

130

6.46

0

38.40

0.428

4.00 4.026

0.00 581.68

0.08197 T

1.30 23.20

2.008 0.000

130

14.66

0

24.50

2.008

3.00 3.068

0.00 290.69

0.08532 2ET

9.25 33.64

3.659 -0.909

130

12.62

0

42.89

2.750

4.00 4.026

0.00 290.99

0.02276 T

8.20 23.20

0.715 0.000

130

7.33

0

31.40

0.715

3.00 3.068

0.00 290.99

0.08548 2ET

9.25 33.64

3.666 -0.909

130

12.63

0

42.89

2.757

6.00 6.065

0.00 1681.37

0.07941 5E2GC

95.60 125.32

17.543 10.825

130

18.67

0

220.92

28.368

6.00 6.065

0.00 1681.37

0.07941 2E

42.00 32.40

5.908 2.295

130

18.67

0

74.40

8.203

6.00 6.065

0.00 1681.37

0.07941 2ET

29.00 67.20

7.639 0.000

130

18.67

0

96.20

7.639

Residual Nom. Dia. Pressure Inside Dia. (psi) C-Value

0.00 9.40 0.00 0.00 9.40 0.00 SCHED 40 WET STEEL FBE LINED

38.88 38.46

0.00 9.40 0.00 0.00 9.40 0.00 SCHED 40 WET STEEL FBE LINED

38.46 36.45

0.00 7.30 0.00 0.00 9.40 0.00 SCHED 40 WET STEEL FBE LINED

33.70 36.45

0.00 9.40 0.00 0.00 9.40 0.00 SCHED 40 WET STEEL FBE LINED

36.45 35.73

0.00 7.30 0.00 0.00 9.40 0.00 SCHED 40 WET STEEL FBE LINED

32.98 35.73

0.00 25.00 0.00 0.00 0.00 0.00 SCHED 40 WET STEEL FBE LINED

39.72 68.09

0.00 0.00 0.00 0.00 -5.30 0.00 SCHED 40 WET STEEL CEMENT LINE

68.09 76.29

0.00 -5.30 0.00 0.00 -5.30 0.00 SCHED 40 WET STEEL CEMENT LINE

76.29 83.93

Fitting Legend: F = 45 Degree Elbow, E = 90 Degree Elbow, L = Long Turn Elbow, T = Tee or Cross, B = Butterfly Valve, G = Gate Valve, C = Check Valve

C:\ ...\Z29 Reactor & Exchangers - Area F.fiw

190 of 342

Tuesday, January 15, 2019, 8:25 AM

Fire - Fire Sprinkler Hydraulics Calculation Program Jacobs ZATE Al-Khobar, 31952

Elite Software Development, Inc. UPGRADE HYDROPROCESSING INTEGRITY-RR Page 44

Fire Sprinkler Output Data Overall Sprinkler Output Data Flowing Sprinkler Node No.

Area Group Code

Sprinkler KFactor (K)

Sprinkler Elevation (feet)

Flowing Density (gpm/ft²)

Sprinkler Discharge (gpm)

1 Sub Totals For Non-Group

4.48

8.00

28.31

76.00 76.00

0.314 0.314

23.84 23.84

2 Sub Totals For Non-Group

4.48

8.00

28.41

76.00 76.00

0.314 0.314

23.88 23.88

3 Sub Totals For Non-Group

4.48

8.00

28.78

76.00 76.00

0.316 0.316

24.03 24.03

4 Sub Totals For Non-Group

4.48

8.00

29.56

76.00 76.00

0.320 0.320

24.36 24.36

5 Sub Totals For Non-Group

4.48

2.70

30.62

76.00 76.00

0.326 0.326

24.79 24.79

6 Sub Totals For Non-Group

4.48

1.90

31.19

76.00 76.00

0.329 0.329

25.02 25.02

7 Sub Totals For Non-Group

4.48

1.90

31.69

76.00 76.00

0.332 0.332

25.22 25.22

8 Sub Totals For Non-Group

4.48

6.60

30.31

76.00 76.00

0.325 0.325

24.66 24.66

9 Sub Totals For Non-Group

4.48

9.70

27.18

76.00 76.00

0.307 0.307

23.36 23.36

10 Sub Totals For Non-Group

4.48

9.70

27.28

76.00 76.00

0.308 0.308

23.40 23.40

11 Sub Totals For Non-Group

4.48

8.00

28.41

76.00 76.00

0.314 0.314

23.88 23.88

12 Sub Totals For Non-Group

4.48

8.00

30.05

76.00 76.00

0.323 0.323

24.56 24.56

13 Sub Totals For Non-Group

4.48

11.00

25.93

76.00 76.00

0.300 0.300

22.81 22.81

14 Sub Totals For Non-Group

4.48

11.00

26.02

76.00 76.00

0.301 0.301

22.85 22.85

15 Sub Totals For Non-Group

4.48

8.40

27.29

76.00 76.00

0.308 0.308

23.40 23.40

16 Sub Totals For Non-Group

4.48

8.40

28.59

76.00 76.00

0.315 0.315

23.95 23.95

17 Sub Totals For Non-Group

4.48

6.60

30.65

76.00 76.00

0.326 0.326

24.80 24.80

C:\ ...\Z29 Reactor & Exchangers - Area F.fiw

Residual Flowing Area Pressure (ft²) (psi)

191 of 342

Tuesday, January 15, 2019, 8:25 AM

Fire - Fire Sprinkler Hydraulics Calculation Program Jacobs ZATE Al-Khobar, 31952

Elite Software Development, Inc. UPGRADE HYDROPROCESSING INTEGRITY-RR Page 45

Fire Sprinkler Output Data Overall Sprinkler Output Data (cont'd) Flowing Area Group Sprinkler Code Node No. 18 Sub Totals For Non-Group

4.48

Sprinkler Elevation (feet) 1.70

19 Sub Totals For Non-Group

4.48

1.70

33.16

76.00 76.00

0.339 0.339

25.80 25.80

20 Sub Totals For Non-Group

4.48

1.70

33.66

76.00 76.00

0.342 0.342

25.99 25.99

21 Sub Totals For Non-Group

4.48

9.70

27.33

76.00 76.00

0.308 0.308

23.42 23.42

22 Sub Totals For Non-Group

4.48

9.70

27.44

76.00 76.00

0.309 0.309

23.47 23.47

23 Sub Totals For Non-Group

4.48

8.00

28.54

76.00 76.00

0.315 0.315

23.93 23.93

24 Sub Totals For Non-Group

4.48

8.00

30.17

76.00 76.00

0.324 0.324

24.61 24.61

25 Sub Totals For Non-Group

4.48

11.00

28.87

76.00 76.00

0.317 0.317

24.07 24.07

26 Sub Totals For Non-Group

4.48

11.00

28.97

76.00 76.00

0.317 0.317

24.11 24.11

27 Sub Totals For Non-Group

4.48

8.40

30.19

76.00 76.00

0.324 0.324

24.62 24.62

28 Sub Totals For Non-Group

4.48

8.40

31.64

76.00 76.00

0.332 0.332

25.20 25.20

29 Sub Totals For Non-Group

4.48

1.70

32.25

76.00 76.00

0.335 0.335

25.44 25.44

30 Sub Totals For Non-Group

4.48

1.70

32.55

76.00 76.00

0.336 0.336

25.56 25.56

31 Sub Totals For Non-Group

4.48

1.70

33.04

76.00 76.00

0.339 0.339

25.75 25.75

32 Sub Totals For Non-Group

4.48

6.60

31.65

76.00 76.00

0.332 0.332

25.20 25.20

33 Sub Totals For Non-Group

4.48

8.00

27.84

76.00 76.00

0.311 0.311

23.64 23.64

34 Sub Totals For Non-Group

4.48

8.00

27.94

76.00 76.00

0.312 0.312

23.68 23.68

4.48

8.00

28.26

76.00

0.313

23.82

35

Sprinkler KFactor (K)

C:\ ...\Z29 Reactor & Exchangers - Area F.fiw

Residual Flowing Area Pressure (ft²) (psi) 32.75 76.00 76.00

192 of 342

Flowing Density (gpm/ft²) 0.337 0.337

Sprinkler Discharge (gpm) 25.64 25.64

Tuesday, January 15, 2019, 8:25 AM

Fire - Fire Sprinkler Hydraulics Calculation Program Jacobs ZATE Al-Khobar, 31952

Elite Software Development, Inc. UPGRADE HYDROPROCESSING INTEGRITY-RR Page 46

Fire Sprinkler Output Data Overall Sprinkler Output Data (cont'd) Flowing Area Group Sprinkler Code Node No. Sub Totals For Non-Group

Sprinkler KFactor (K)

Sprinkler Elevation (feet)

Flowing Density (gpm/ft²) 0.313

Sprinkler Discharge (gpm) 23.82

36 Sub Totals For Non-Group

4.48

8.00

28.96

76.00 76.00

0.317 0.317

24.11 24.11

37 Sub Totals For Non-Group

4.48

8.00

30.14

76.00 76.00

0.324 0.324

24.60 24.60

38 Sub Totals For Non-Group

4.48

1.90

35.86

76.00 76.00

0.353 0.353

26.83 26.83

39 Sub Totals For Non-Group

4.48

1.90

36.02

76.00 76.00

0.354 0.354

26.89 26.89

40 Sub Totals For Non-Group

4.48

1.90

36.57

76.00 76.00

0.356 0.356

27.09 27.09

41 Sub Totals For Non-Group

4.48

8.00

31.67

76.00 76.00

0.332 0.332

25.21 25.21

42 Sub Totals For Non-Group

4.48

8.00

31.78

76.00 76.00

0.332 0.332

25.26 25.26

43 Sub Totals For Non-Group

4.48

8.00

32.19

76.00 76.00

0.334 0.334

25.42 25.42

44 Sub Totals For Non-Group

4.48

8.00

33.05

76.00 76.00

0.339 0.339

25.76 25.76

45 Sub Totals For Non-Group

4.48

8.00

30.34

76.00 76.00

0.325 0.325

24.68 24.68

46 Sub Totals For Non-Group

4.48

8.00

30.45

76.00 76.00

0.325 0.325

24.72 24.72

47 Sub Totals For Non-Group

4.48

8.00

30.84

76.00 76.00

0.327 0.327

24.88 24.88

48 Sub Totals For Non-Group

4.48

8.00

31.71

76.00 76.00

0.332 0.332

25.23 25.23

49 Sub Totals For Non-Group

4.48

6.60

33.37

76.00 76.00

0.341 0.341

25.88 25.88

50 Sub Totals For Non-Group

4.48

31.80

25.65

76.00 76.00

0.299 0.299

22.69 22.69

51 Sub Totals For Non-Group

4.48

31.80

25.79

76.00 76.00

0.299 0.299

22.75 22.75

52 Sub Totals For Non-Group

4.48

31.80

25.00

76.00 76.00

0.295 0.295

22.40 22.40

C:\ ...\Z29 Reactor & Exchangers - Area F.fiw

Residual Flowing Area Pressure (ft²) (psi) 76.00

193 of 342

Tuesday, January 15, 2019, 8:25 AM

Fire - Fire Sprinkler Hydraulics Calculation Program Jacobs ZATE Al-Khobar, 31952

Elite Software Development, Inc. UPGRADE HYDROPROCESSING INTEGRITY-RR Page 47

Fire Sprinkler Output Data Overall Sprinkler Output Data (cont'd) Flowing Sprinkler Node No.

Area Group Code

Sprinkler KFactor (K)

Sprinkler Elevation (feet)

Flowing Density (gpm/ft²)

Sprinkler Discharge (gpm)

53 Sub Totals For Non-Group

4.48

31.80

25.11

76.00 76.00

0.295 0.295

22.45 22.45

54 Sub Totals For Non-Group

4.48

31.80

25.53

76.00 76.00

0.298 0.298

22.64 22.64

55 Sub Totals For Non-Group

4.48

26.40

27.10

76.00 76.00

0.307 0.307

23.32 23.32

56 Sub Totals For Non-Group

4.48

26.40

27.23

76.00 76.00

0.308 0.308

23.38 23.38

57 Sub Totals For Non-Group

4.48

26.40

26.50

76.00 76.00

0.303 0.303

23.06 23.06

58 Sub Totals For Non-Group

4.48

26.40

26.61

76.00 76.00

0.304 0.304

23.11 23.11

59 Sub Totals For Non-Group

4.48

26.40

27.02

76.00 76.00

0.306 0.306

23.29 23.29

60 Sub Totals For Non-Group

4.48

20.30

29.18

76.00 76.00

0.318 0.318

24.20 24.20

61 Sub Totals For Non-Group

4.48

20.30

29.32

76.00 76.00

0.319 0.319

24.26 24.26

62 Sub Totals For Non-Group

4.48

20.30

28.21

76.00 76.00

0.313 0.313

23.80 23.80

63 Sub Totals For Non-Group

4.48

20.30

28.67

76.00 76.00

0.316 0.316

23.99 23.99

64 Sub Totals For Non-Group

4.48

20.30

29.10

76.00 76.00

0.318 0.318

24.17 24.17

65 Sub Totals For Non-Group

4.48

9.20

29.44

76.00 76.00

0.320 0.320

24.31 24.31

66 Sub Totals For Non-Group

4.48

9.20

29.59

76.00 76.00

0.321 0.321

24.37 24.37

67 Sub Totals For Non-Group

4.48

9.20

30.05

76.00 76.00

0.323 0.323

24.56 24.56

68 Sub Totals For Non-Group

4.48

9.20

30.25

76.00 76.00

0.324 0.324

24.64 24.64

69 Sub Totals For Non-Group

4.48

9.20

30.38

76.00 76.00

0.325 0.325

24.69 24.69

C:\ ...\Z29 Reactor & Exchangers - Area F.fiw

Residual Flowing Area Pressure (ft²) (psi)

194 of 342

Tuesday, January 15, 2019, 8:25 AM

Fire - Fire Sprinkler Hydraulics Calculation Program Jacobs ZATE Al-Khobar, 31952

Elite Software Development, Inc. UPGRADE HYDROPROCESSING INTEGRITY-RR Page 48

Fire Sprinkler Output Data Overall Sprinkler Output Data (cont'd) Flowing Area Group Sprinkler Code Node No. Totals For All Groups

Sprinkler KFactor (K)

C:\ ...\Z29 Reactor & Exchangers - Area F.fiw

Sprinkler Elevation (feet)

Residual Flowing Area Pressure (ft²) (psi) 5244.00

195 of 342

Flowing Density (gpm/ft²) 0.321

Sprinkler Discharge (gpm) 1681.37

Tuesday, January 15, 2019, 8:25 AM

Fire - Fire Sprinkler Hydraulics Calculation Program Jacobs ZATE Al-Khobar, 31952

Elite Software Development, Inc. UPGRADE HYDROPROCESSING INTEGRITY-RR Page 49

Fire Sprinkler Output Summary Hydraulically Most Demanding Sprinkler Node HMD Sprinkler Node Number: HMD Actual Residual Pressure: HMD Actual GPM:

52 25.00 psi 22.40 gpm

Sprinkler Summary Sprinkler System Type: Specified Area Of Application: Adjusted Area Of Application: Minimum Desired Density: Application Average Density: Application Adjusted Density (not required by NFPA 13): Application Average Area Per Sprinkler: Adjusted Area Per Sprinkler (not required by NFPA 13): Sprinkler Flow: Average Sprinkler Flow:

Dry 2865.00 3724.50 0.250 0.587 0.451 41.52 53.98 1681.37 24.37

ft² ft² gpm/ft² gpm/ft² gpm/ft² ft² ft² gpm gpm

Flow Velocity And Imbalance Summary Maximum Flow Velocity ( In Pipe 153 - 154 ) Maximum Velocity Pressure ( In Pipe 153 - 154 ) Allowable Maximum Nodal Pressure Imbalance: Actual Maximum Nodal Pressure Imbalance: Actual Average Nodal Pressure Imbalance: Actual Maximum Nodal Flow Imbalance: Actual Average Nodal Flow Imbalance:

20.49 ft/sec 2.82 psi 0.0000 0.0000 0.0000 0.0000 0.0000

psi psi psi gpm gpm

Overall Network Summary Number Of Unique Pipe Sections: Number Of Flowing Sprinklers: Pipe System Water Volume: Sprinkler Flow: Non-Sprinkler Flow: Minimum Required Residual Pressure At System Inflow Node: Demand Flow At System Inflow Node:

C:\ ...\Z29 Reactor & Exchangers - Area F.fiw

161 69 468.00 gal 1681.37 gpm 0.00 gpm 83.93 psi 1681.37 gpm

196 of 342

Tuesday, January 15, 2019, 8:25 AM

Fire - Fire Sprinkler Hydraulics Calculation Program Jacobs ZATE Al-Khobar, 31952

Elite Software Development, Inc. UPGRADE HYDROPROCESSING INTEGRITY-RR Page 50

Fire Sprinkler Output Data Hydraulic Supply/Demand Graph

200 180

162

Pressure psi

160 140 120

100

100

90

80 60 40 20 0 10 20

30

40

50

60

70

80

90

100

Flowrate(x100) gpm

Supply Curve Data Static Pressure: 162 psi Test Residual Pressure: 100 psi Test Flow Rate: 9219 gpm

Demand Curve Data Calculated Residual Pressure: 83.93 psi Calculated Flow Rate: 1681.37 gpm Excess Available Residual Pressure At Calculated Flow: 75.41 psi Pressure Required For First Sprinkler Downstream From Inflow Node To Flow: 5.15 psi

C:\ ...\Z29 Reactor & Exchangers - Area F.fiw

197 of 342

Tuesday, January 15, 2019, 8:25 AM

E L .3 2 3 5

9 4 0 0 5 8 .2 L E

4 2 0 0 0

3

D P N " 3

3"

73

0 18

17 0 0

7 3 D 11 P N

2

" 3

0 0 5 2

133

283

140

71 E L .3 8 0

E L .3 2 3 5

5

940

7 16

210

E L .2 2 3 0

D P N " 3

79

5 6 10

2 15 D P N 1"

142

2 3 2

16 0 0

4 D 16 P N " 2

8 3 3

5 8 6

210

92

2 " N P D 17 2 0

91

5 8 5

180

2 15 D P N 1"

180

990

D P N " 2

184

E L .3 13 0

18 7

6.1/8"

3 0 0

0 7 2

425

8 5

15 5 0

430

5 0 0

Z29-E-1A

0 18

94

210

1" NPD

2 2 0 5

2 " N P D 15 0 5 5 3

E L .3 13 0

D P N " 2

6.1/8" 2 0 0

210

1" NPD

1085

36 2 5 0

4.1/16"

220

1" NPD

450

46

210

E L .2 2 3 0

30

18 7

2 5 0

Z29-E-1D

40

Z29-E-1C

115 1" NPD

245

39

18 7

14 6 5

100

2 3 2

18 5 0

354

8 5 0 .2 L E

2 " N P D 15 0

31 102

220

17 0 0

1" NPD

250

116

13 5 0

2 4 6 5

45

18 7

D P N " 2

33

103

99

220

5 3 2 0 5 8 .2 L E

12 0 0

1" NPD

220

3" NPD

172 2" NPD

" x2 " 3

104

2 3 2

1425

D P N " 3

0 18

2 3 2 19 10

145 2 16

34

213

D P N " 6

12 5 0

47

117

0 5 13

E L .3 3 0

210

105

0 D 0 P 6 N " 3

146

2 " N P D 15 0

0 18

2 3 2

2 " N P D

118

1" NPD

5 4 D 3 P N " 2

990

155

35

15 2 5

1" NPD

48

17 9 5

12 5 0

210

0 5 11

87

106

E L .7 8 0

1" NPD

17 0

1" NPD

49 175

405

0 18 0 3 2 .2 L E

18

0 18

18 7

2

95

1" NPD

25

Z29-E-1B

210

10 8 0

E L .2 2 3 0

1" NPD

0 5 D 12 P N " 2

15 5 0

E L .3 3 0

0 18

6 2 0

E L .7 8 0

88

26

32 96

4.1/16"

210

13 0 0

0 5 2

208

2 5 5 0

27

4 0 0 325

1" NPD

220

1" NPD

135

97

89 0 18

430

2 3 2

2 " N P D

19

4.1/16"

18 7

144

3"

2 " N P D

21

6.1/8"

28

3 3 0

2" NPD

3 5 0

170

2 16

2" NPD

90

5 9 2

20

3 5 0

990

2 15 D P N 1"

22

19 3 0

37

18 5 0

5 9 2

0 15

D P N " 6

101

1" NPD

E L .3 13 0

1" NPD

990

157

2 " N P D

5 8 0

15 2 5

3 " N P D

210

3 5 0

82

E L .2 2 3 0

9 4 0

E L .3 13 0

14 5

" x4 " 6

0 3 2 .2 L E

13 5 0

210

1" NPD

1640

2" NPD

13

93

E L .3 2 3 5

9

0 18 11 8 0 2 " N P D

83 24

D P N 1"

180

5 7 12

23

D P N " 2

2 " N P D

14 E L .2 2 3 0

0 18

3 " N P D

5 3 5

15 0

Z29-E-2C

2 2 0 5

D P N " 3

5 9 2

78

0 18

Z29-E-2D

143

2 15 D P N 1"

0 7 2

2 10

84

0 3 2 .2 L E

5 9 2

1" NPD

3"

D P N " 3

85

15

2 9 0

210

2 16

325

2 " N P D

1" NPD

2 0 0

18 5 0

10

220

141

1" NPD

2 16

D P N " 4

180

16 0 0 4

E L .6 3 0

8 8 0

6 0 2

80

2 " N P 15 D 7 0

184

0 3 5

81

74

2 " N P D

17 2 5

86

D P N " 2

1 87

15 0

11 0 3 11

158

2 6 5 0

7

3 0 0

14 5

210

0 4 3

1" NPD

115

1" NPD

345

1" NPD

12

1 87 1

6

4

940

3 7 3

5 4 11

75

Z29-E-2A

2 0 4 5

D P N " 3

2 8 9 4

0 18 14 5

E L .2 2 3 0

76

Z29-E-2B

0 3 2 .2 L E

5 7 6

1 87

7

17

2 " N P D

17 13

5 3 D 3 P N " 2

3 " N P D

0 5 8 3

15 0

70 9 4 0

156

77

0 0 4

D P N " 3

0 0 11

17 0 0

1486

2 16

9 4 0

1

8

D P N " 4

E L .3 2 3 5

17 0 7

210

72

2 5 6

1" NPD

2" NPD

0 18 200

940

159

210

5 16

1" NPD

139

0 18

210

5 8 D 4 P N " 2

1" NPD

940

D P N " 4

210

0 18

0 0 4

1" NPD

3 " N P D

0 5 3

D P N " 2

7 5 0

18 2 0

38 114

108 17 0 0

2 3 2

43

112

6 " N P D

17 0 0

19 5 5

2 " N P D 15 0

98

42

E L .3 8 0

2 " N P D 15 0 E L .3 3 0

220

2 2 8 5

1" NPD

2 3 2 E L .9 5 4 9

29

0 0 4

2 " N P D 15 0 E L .2 2 3 0

107

220

1" NPD

113

2 6 15

18 7

109

18 7

2 7 0 0

18 7

44

220

1" NPD

2 3 2

41 17 0 0

220

2 3 2 1" NPD

111

5 14

110 51 987 150

1" NPD

54

2"NPD

E L .2 2 3 0

256

( TYP. )

2 18 0 6 9

12 4 3

120

147

587

3 8 2

123 2" NPD

1243

Z29-V-2

119

50

53

784

776

2 " N P D 15 0

52 3 7 8

8 6 5

909

122

0 0 6 4

1 80

D P N " 6

EL.954 9

300

121

285

1" NPD

D P N " 2 0 0 2

4 6 0

115

253

" x2 " 3

0 3 5 .8 L E

2 18

59

2"NPD

783

125 148

10 6 6

56

533

5 0 2

D P N " 3 2 16

283

( TYP. )

7 6 2 4 9 5

128

554

Z29-V-2

127

2 9 0

153

124

350

1066

152

55 126

7 7 6

733

1 80 EL.823 0

D P N " 3 0 0 18

57 300

3" NPD

1327

58

1" NPD

10 6 6

130

149 61

1066

133

3" NPD

745 745

283

( TYP. )

4 9 5 5 0 2

D P N " 3 2 16

129

Z29-V-2

132

2 9 0

2" NPD

397

3" NPD

151

64

2"NPD

783 7 6 2

350

6 " N P D 18 0 8

2 18

533

6 7 9 .7 L E

E L .7 5 9 7

115

D P N " 2 0 0 2

4 6 0

285

9 4 6 .6 L E

60 131

7 7 6

154

733

1 80

4747

EL.634 9

63

17 10 5

62

4 4 7

0 3 5 .5 L E

7 9 5 .7 L E

371

1700

256

12 4 3

135

136 Z29-V-2

150

69

65

68

134 784

D P N " 2 4 3 7

872

4 0 0

3 7 8

8 6 5

E L .8 8 4

909

138

D P N " 0 6 0 2 3

2"NPD ( TYP. )

587

3 8 2

. 2 6 5 0 4 8 5 .2 L E

66 987

0 6 9

E L 18 0 0

1" NPD

150

2880

5013

0 5 8 .2 L E

67

2 18

8 3 11

1 80 EL.265 0

V D

137

WATER SPRAY PIPING HYDRAULICS NODE DIAGRAM-Z29, AREA-F 160

2173

A /G U /G

319

E L .8 8 4

Z29-V-2, Z29-E-1A/B, E-1C/D, E2A/B, E-2C/D

0 0 19

8 0 16 .L E

8 0 16 .L E

5 2 15

6 " N P 8 D 7 0 0

" N P 6 D 9 0 0

D P N " 12

0 0 D 12 P N " 12

8 0 16 .L E

12

5 7 9

161

4 3 7 D P N " 12 TIE-IN

12

" N P 6 D 9 0 0

8 0 16 .L E

4 3 7 D P N " 12

162

TIE-IN

198 of 342

AREA-G

199 of 342

UPGRADE HYDROPROCESSING INTEGRITY-RR Fire Sprinkler Reports

for

SAUDI ARAMCO Z12-E-2A1/2A2/2A3/2A4/2A5/2A6 (XV-5162) RIYADH REFINERY

Prepared By: JACOBS ZATE JACOBS ZATE ALKHOBAR SAUDI ARABIA

DECEMBER 2018

200 of 342

Fire - Fire Sprinkler Hydraulics Calculation Program Jacobs ZATE Al-Khobar, 31952

Elite Software Development, Inc. UPGRADE HYDROPROCESSING INTEGRITY-RR Page 2

General Project Data Report General Data Project Title: Designed By: Code Reference: Client Name: Address: Company Name: Company Address: Phone: Building Name: Contact at Building: Address Of Building:

UPGRADE HYDROPROCESSING INTEGRITY-RR JACOBS ZATE NFPA 15, API 2030 & SAES-B-017 Job Number: BI-10-02172-0001 SAUDI ARAMCO Z12-E-2A1/2A2/2A3/2A4/2A5/2A6 (XV-5162) JACOBS ZATE ALKHOBAR Job Number: BI-10-02172-0001 TRAIN A: Z12-E2A1/2A2/2A3/2A4/2A5/2A6 RIYADH REFINERY AREA G

Date: Approving Agency:

Z12 Train A - Exchangers - Area G..fiw DECEMBER 2018 SAUDI ARAMCO

Phone:

SAUDI ARABIA

City, State Zip Code:

RIYADH REFINERY

Representative: City And State:

SAUDI ARABIA

Building Owner:

SAUDI ARAMCO

Phone at Building: City, State Zip Code:

RIYADH

Project File Name:

Project Data Description Of Hazard: HIGH RISK AREA Design Area Of Water Application: 3820 Default Sprinkler K-Factor: 4.48 Inside Hose Stream Allowance: 0.00 In Rack Sprinkler Allowance: 0.00

ft² K gpm gpm

Sprinkler Specifications Make: HD FIRE PROTECT Size: 1/2" WATER SPRAY NOZZLES

Sprinkler System Type: Dry Maximum Area Per Sprinkler: 76 ft² Default Pipe Material: SCHED 40 WET STEEL Outside Hose Stream Allowance: 0.00 gpm

Model: Temperature Rating:

MV-A 100 F

Water Supply Test Data Source Of Information: Test Hydrant ID:

RIYADH REFINERY FrPD FHY-G-03

Hydrant Elevation: Test Flow Rate: Calculated System Flow Rate: Available Residual Pressure At System Flow:

3 ft 12153.0 gpm 0 2004.75 gpm

Date Of Test:

6 JUNE 2017

Static Pressure:

146.00 psi

Test Residual Pressure:

100.00 psi

Calculated Inflow Residual Pressure:

63.97 psi

144.36 psi

Calculation Project Data Calculation Mode: HMD Minimum Residual Pressure: Number Of Active Nodes: Number Of Active Pipes: Number Of Active Sprinklers:

Demand 25.00 psi 192 191 84

C:\ ...\Z12 Train A - Exchangers - Area G.fiw

Minimum Desired Flow Density: Number Of Inactive Pipes: Number Of Inactive Sprinklers:

201 of 342

0.25 gpm/ft² 0 0

Tuesday, January 15, 2019, 8:26 AM

Fire - Fire Sprinkler Hydraulics Calculation Program Jacobs ZATE Al-Khobar, 31952

Elite Software Development, Inc. UPGRADE HYDROPROCESSING INTEGRITY-RR Page 3

Fire Sprinkler Input Data Node Input Data Area Group Branch Dia. (in)

Sprinkler KFactor (K) Branch Len. (ft)

Pressure Estimate (psi) Branch Stnd Fittings

Node Elev (ft) Branch NonStnd Fittings (ft)

Non-Sprinkler Flow (gpm) Branch Sprk KFactor (K)

Sprinkler ----

---0.000

4.48 0.0

25.91 ----

5.80 0.0

0.00 0.00

2

Sprinkler ----

---0.000

4.48 0.0

25.00 ----

5.80 0.0

0.00 0.00

3

Sprinkler ----

---0.000

4.48 0.0

25.21 ----

5.80 0.0

0.00 0.00

4

Sprinkler ----

---0.000

4.48 0.0

25.85 ----

5.80 0.0

0.00 0.00

5

Sprinkler ----

---0.000

4.48 0.0

27.03 ----

5.80 0.0

0.00 0.00

6

Sprinkler ----

---0.000

4.48 0.0

31.50 ----

10.80 0.0

0.00 0.00

7

Sprinkler ----

---0.000

4.48 0.0

27.55 ----

15.00 0.0

0.00 0.00

8

Sprinkler ----

---0.000

4.48 0.0

27.59 ----

15.00 0.0

0.00 0.00

9

Sprinkler ----

---0.000

4.48 0.0

27.98 ----

15.00 0.0

0.00 0.00

10

Sprinkler ----

---0.000

4.48 0.0

28.83 ----

15.00 0.0

0.00 0.00

11

Sprinkler ----

---0.000

4.48 0.0

26.90 ----

15.00 0.0

0.00 0.00

12

Sprinkler ----

---0.000

4.48 0.0

27.05 ----

14.10 0.0

0.00 0.00

13

Sprinkler ----

---0.000

4.48 0.0

27.66 ----

15.00 0.0

0.00 0.00

14

Sprinkler ----

---0.000

4.48 0.0

28.49 ----

15.00 0.0

0.00 0.00

15

Sprinkler ----

---0.000

4.48 0.0

25.06 ----

5.80 0.0

0.00 0.00

16

Sprinkler ----

---0.000

4.48 0.0

26.23 ----

5.80 0.0

0.00 0.00

17

Sprinkler ----

---0.000

4.48 0.0

25.50 ----

6.20 0.0

0.00 0.00

Node No.

Node Description Branch Description

1

C:\ ...\Z12 Train A - Exchangers - Area G.fiw

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Fire - Fire Sprinkler Hydraulics Calculation Program Jacobs ZATE Al-Khobar, 31952

Elite Software Development, Inc. UPGRADE HYDROPROCESSING INTEGRITY-RR Page 4

Fire Sprinkler Input Data Node Input Data (cont'd) Area Group Branch Dia. (in)

Sprinkler KFactor (K) Branch Len. (ft)

Pressure Estimate (psi) Branch Stnd Fittings

Node Elev (ft) Branch NonStnd Fittings (ft)

Non-Sprinkler Flow (gpm) Branch Sprk KFactor (K)

Sprinkler ----

---0.000

4.48 0.0

26.14 ----

6.20 0.0

0.00 0.00

19

Sprinkler ----

---0.000

4.48 0.0

27.60 ----

6.20 0.0

0.00 0.00

20

Sprinkler ----

---0.000

4.48 0.0

32.39 ----

10.80 0.0

0.00 0.00

21

Sprinkler ----

---0.000

4.48 0.0

28.19 ----

15.00 0.0

0.00 0.00

22

Sprinkler ----

---0.000

4.48 0.0

28.32 ----

15.00 0.0

0.00 0.00

23

Sprinkler ----

---0.000

4.48 0.0

28.73 ----

15.00 0.0

0.00 0.00

24

Sprinkler ----

---0.000

4.48 0.0

29.60 ----

15.00 0.0

0.00 0.00

25

Sprinkler ----

---0.000

4.48 0.0

27.98 ----

15.00 0.0

0.00 0.00

26

Sprinkler ----

---0.000

4.48 0.0

27.41 ----

15.00 0.0

0.00 0.00

27

Sprinkler ----

---0.000

4.48 0.0

28.75 ----

15.00 0.0

0.00 0.00

28

Sprinkler ----

---0.000

4.48 0.0

29.61 ----

15.00 0.0

0.00 0.00

29

Sprinkler ----

---0.000

4.48 0.0

26.65 ----

5.80 0.0

0.00 0.00

30

Sprinkler ----

---0.000

4.48 0.0

27.88 ----

5.80 0.0

0.00 0.00

31

Sprinkler ----

---0.000

4.48 0.0

27.12 ----

6.20 0.0

0.00 0.00

32

Sprinkler ----

---0.000

4.48 0.0

27.80 ----

6.20 0.0

0.00 0.00

33

Sprinkler ----

---0.000

4.48 0.0

29.31 ----

6.20 0.0

0.00 0.00

34

Sprinkler ----

---0.000

4.48 0.0

28.75 ----

15.00 0.0

0.00 0.00

Node No.

Node Description Branch Description

18

C:\ ...\Z12 Train A - Exchangers - Area G.fiw

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Fire - Fire Sprinkler Hydraulics Calculation Program Jacobs ZATE Al-Khobar, 31952

Elite Software Development, Inc. UPGRADE HYDROPROCESSING INTEGRITY-RR Page 5

Fire Sprinkler Input Data Node Input Data (cont'd) Area Group Branch Dia. (in)

Sprinkler KFactor (K) Branch Len. (ft)

Pressure Estimate (psi) Branch Stnd Fittings

Node Elev (ft) Branch NonStnd Fittings (ft)

Non-Sprinkler Flow (gpm) Branch Sprk KFactor (K)

Sprinkler ----

---0.000

4.48 0.0

28.87 ----

15.00 0.0

0.00 0.00

36

Sprinkler ----

---0.000

4.48 0.0

29.29 ----

15.00 0.0

0.00 0.00

37

Sprinkler ----

---0.000

4.48 0.0

30.18 ----

15.00 0.0

0.00 0.00

38

Sprinkler ----

---0.000

4.48 0.0

26.25 ----

15.00 0.0

0.00 0.00

39

Sprinkler ----

---0.000

4.48 0.0

26.51 ----

15.00 0.0

0.00 0.00

40

Sprinkler ----

---0.000

4.48 0.0

27.64 ----

15.00 0.0

0.00 0.00

41

Sprinkler ----

---0.000

4.48 0.0

28.47 ----

15.00 0.0

0.00 0.00

42

Sprinkler ----

---0.000

4.48 0.0

29.74 ----

10.80 0.0

0.00 0.00

43

Sprinkler ----

---0.000

4.48 0.0

26.59 ----

5.80 0.0

0.00 0.00

44

Sprinkler ----

---0.000

4.48 0.0

27.82 ----

5.80 0.0

0.00 0.00

45

Sprinkler ----

---0.000

4.48 0.0

27.06 ----

6.20 0.0

0.00 0.00

46

Sprinkler ----

---0.000

4.48 0.0

27.74 ----

6.20 0.0

0.00 0.00

47

Sprinkler ----

---0.000

4.48 0.0

29.17 ----

6.20 0.0

0.00 0.00

48

Sprinkler ----

---0.000

4.48 0.0

33.94 ----

10.80 0.0

0.00 0.00

49

Sprinkler ----

---0.000

4.48 0.0

29.83 ----

14.70 0.0

0.00 0.00

50

Sprinkler ----

---0.000

4.48 0.0

29.60 ----

14.70 0.0

0.00 0.00

51

Sprinkler ----

---0.000

4.48 0.0

30.65 ----

15.00 0.0

0.00 0.00

Node No.

Node Description Branch Description

35

C:\ ...\Z12 Train A - Exchangers - Area G.fiw

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Fire Sprinkler Input Data Node Input Data (cont'd) Area Group Branch Dia. (in)

Sprinkler KFactor (K) Branch Len. (ft)

Pressure Estimate (psi) Branch Stnd Fittings

Node Elev (ft) Branch NonStnd Fittings (ft)

Non-Sprinkler Flow (gpm) Branch Sprk KFactor (K)

Sprinkler ----

---0.000

4.48 0.0

31.57 ----

15.00 0.0

0.00 0.00

53

Sprinkler ----

---0.000

4.48 0.0

29.60 ----

15.00 0.0

0.00 0.00

54

Sprinkler ----

---0.000

4.48 0.0

29.18 ----

15.00 0.0

0.00 0.00

55

Sprinkler ----

---0.000

4.48 0.0

30.42 ----

15.00 0.0

0.00 0.00

56

Sprinkler ----

---0.000

4.48 0.0

31.33 ----

15.00 0.0

0.00 0.00

57

Sprinkler ----

---0.000

4.48 0.0

25.71 ----

5.80 0.0

0.00 0.00

58

Sprinkler ----

---0.000

4.48 0.0

26.90 ----

5.80 0.0

0.00 0.00

59

Sprinkler ----

---0.000

4.48 0.0

26.15 ----

6.20 0.0

0.00 0.00

60

Sprinkler ----

---0.000

4.48 0.0

26.81 ----

6.20 0.0

0.00 0.00

61

Sprinkler ----

---0.000

4.48 0.0

28.27 ----

6.20 0.0

0.00 0.00

62

Sprinkler ----

---0.000

4.48 0.0

33.25 ----

10.80 0.0

0.00 0.00

63

Sprinkler ----

---0.000

4.48 0.0

29.74 ----

15.00 0.0

0.00 0.00

64

Sprinkler ----

---0.000

4.48 0.0

29.77 ----

15.00 0.0

0.00 0.00

65

Sprinkler ----

---0.000

4.48 0.0

30.20 ----

15.00 0.0

0.00 0.00

66

Sprinkler ----

---0.000

4.48 0.0

31.11 ----

15.00 0.0

0.00 0.00

67

Sprinkler ----

---0.000

4.48 0.0

29.26 ----

15.00 0.0

0.00 0.00

68

Sprinkler ----

---0.000

4.48 0.0

28.84 ----

15.00 0.0

0.00 0.00

Node No.

Node Description Branch Description

52

C:\ ...\Z12 Train A - Exchangers - Area G.fiw

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Fire Sprinkler Input Data Node Input Data (cont'd) Area Group Branch Dia. (in)

Sprinkler KFactor (K) Branch Len. (ft)

Pressure Estimate (psi) Branch Stnd Fittings

Node Elev (ft) Branch NonStnd Fittings (ft)

Non-Sprinkler Flow (gpm) Branch Sprk KFactor (K)

Sprinkler ----

---0.000

4.48 0.0

30.07 ----

15.00 0.0

0.00 0.00

70

Sprinkler ----

---0.000

4.48 0.0

30.96 ----

15.00 0.0

0.00 0.00

71

Sprinkler ----

---0.000

4.48 0.0

25.08 ----

5.80 0.0

0.00 0.00

72

Sprinkler ----

---0.000

4.48 0.0

26.24 ----

5.80 0.0

0.00 0.00

73

Sprinkler ----

---0.000

4.48 0.0

25.51 ----

6.20 0.0

0.00 0.00

74

Sprinkler ----

---0.000

4.48 0.0

26.16 ----

6.20 0.0

0.00 0.00

75

Sprinkler ----

---0.000

4.48 0.0

27.58 ----

6.20 0.0

0.00 0.00

76

Sprinkler ----

---0.000

4.48 0.0

32.40 ----

10.80 0.0

0.00 0.00

77

Sprinkler ----

---0.000

4.48 0.0

28.85 ----

15.00 0.0

0.00 0.00

78

Sprinkler ----

---0.000

4.48 0.0

28.97 ----

15.00 0.0

0.00 0.00

79

Sprinkler ----

---0.000

4.48 0.0

29.39 ----

15.00 0.0

0.00 0.00

80

Sprinkler ----

---0.000

4.48 0.0

30.28 ----

15.00 0.0

0.00 0.00

81

Sprinkler ----

---0.000

4.48 0.0

27.61 ----

15.00 0.0

0.00 0.00

82

Sprinkler ----

---0.000

4.48 0.0

28.93 ----

15.00 0.0

0.00 0.00

83

Sprinkler ----

---0.000

4.48 0.0

29.34 ----

15.00 0.0

0.00 0.00

84

Sprinkler ----

---0.000

4.48 0.0

30.22 ----

15.00 0.0

0.00 0.00

85

No Discharge ----

---0.000

N/A 0.0

27.58 ----

3.10 0.0

0.00 0.00

Node No.

Node Description Branch Description

69

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Fire Sprinkler Input Data Node Input Data (cont'd) Area Group Branch Dia. (in)

Sprinkler KFactor (K) Branch Len. (ft)

Pressure Estimate (psi) Branch Stnd Fittings

Node Elev (ft) Branch NonStnd Fittings (ft)

Non-Sprinkler Flow (gpm) Branch Sprk KFactor (K)

No Discharge ----

---0.000

N/A 0.0

27.65 ----

3.10 0.0

0.00 0.00

87

No Discharge ----

---0.000

N/A 0.0

28.20 ----

3.10 0.0

0.00 0.00

88

No Discharge ----

---0.000

N/A 0.0

28.88 ----

3.10 0.0

0.00 0.00

89

No Discharge ----

---0.000

N/A 0.0

30.14 ----

3.10 0.0

0.00 0.00

90

No Discharge ----

---0.000

N/A 0.0

32.29 ----

10.80 0.0

0.00 0.00

91

No Discharge ----

---0.000

N/A 0.0

28.38 ----

14.50 0.0

0.00 0.00

92

No Discharge ----

---0.000

N/A 0.0

28.51 ----

14.50 0.0

0.00 0.00

93

No Discharge ----

---0.000

N/A 0.0

28.91 ----

14.50 0.0

0.00 0.00

94

No Discharge ----

---0.000

N/A 0.0

29.78 ----

14.50 0.0

0.00 0.00

95

No Discharge ----

---0.000

N/A 0.0

27.72 ----

14.50 0.0

0.00 0.00

96

No Discharge ----

---0.000

N/A 0.0

27.92 ----

14.50 0.0

0.00 0.00

97

No Discharge ----

---0.000

N/A 0.0

28.58 ----

14.50 0.0

0.00 0.00

98

No Discharge ----

---0.000

N/A 0.0

29.43 ----

14.50 0.0

0.00 0.00

99

No Discharge ----

---0.000

N/A 0.0

28.16 ----

3.10 0.0

0.00 0.00

100

No Discharge ----

---0.000

N/A 0.0

28.24 ----

3.10 0.0

0.00 0.00

101

No Discharge ----

---0.000

N/A 0.0

28.80 ----

3.10 0.0

0.00 0.00

102

No Discharge ----

---0.000

N/A 0.0

29.49 ----

3.10 0.0

0.00 0.00

Node No.

Node Description Branch Description

86

C:\ ...\Z12 Train A - Exchangers - Area G.fiw

207 of 342

Tuesday, January 15, 2019, 8:26 AM

Fire - Fire Sprinkler Hydraulics Calculation Program Jacobs ZATE Al-Khobar, 31952

Elite Software Development, Inc. UPGRADE HYDROPROCESSING INTEGRITY-RR Page 9

Fire Sprinkler Input Data Node Input Data (cont'd) Area Group Branch Dia. (in)

Sprinkler KFactor (K) Branch Len. (ft)

Pressure Estimate (psi) Branch Stnd Fittings

Node Elev (ft) Branch NonStnd Fittings (ft)

Non-Sprinkler Flow (gpm) Branch Sprk KFactor (K)

No Discharge ----

---0.000

N/A 0.0

30.85 ----

3.70 0.0

0.00 0.00

104

No Discharge ----

---0.000

N/A 0.0

33.21 ----

10.80 0.0

0.00 0.00

105

No Discharge ----

---0.000

N/A 0.0

29.04 ----

14.50 0.0

0.00 0.00

106

No Discharge ----

---0.000

N/A 0.0

29.17 ----

14.50 0.0

0.00 0.00

107

No Discharge ----

---0.000

N/A 0.0

29.58 ----

14.50 0.0

0.00 0.00

108

No Discharge ----

---0.000

N/A 0.0

30.47 ----

14.50 0.0

0.00 0.00

109

No Discharge ----

---0.000

N/A 0.0

28.82 ----

14.50 0.0

0.00 0.00

110

No Discharge ----

---0.000

N/A 0.0

29.02 ----

14.50 0.0

0.00 0.00

111

No Discharge ----

---0.000

N/A 0.0

29.70 ----

14.50 0.0

0.00 0.00

112

No Discharge ----

---0.000

N/A 0.0

30.58 ----

14.50 0.0

0.00 0.00

113

No Discharge ----

---0.000

N/A 0.0

29.86 ----

3.10 0.0

0.00 0.00

114

No Discharge ----

---0.000

N/A 0.0

29.94 ----

3.10 0.0

0.00 0.00

115

No Discharge ----

---0.000

N/A 0.0

30.54 ----

3.10 0.0

0.00 0.00

116

No Discharge ----

---0.000

N/A 0.0

31.27 ----

3.10 0.0

0.00 0.00

117

No Discharge ----

---0.000

N/A 0.0

32.72 ----

3.70 0.0

0.00 0.00

118

No Discharge ----

---0.000

N/A 0.0

29.60 ----

14.50 0.0

0.00 0.00

119

No Discharge ----

---0.000

N/A 0.0

29.73 ----

14.50 0.0

0.00 0.00

Node No.

Node Description Branch Description

103

C:\ ...\Z12 Train A - Exchangers - Area G.fiw

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Tuesday, January 15, 2019, 8:26 AM

Fire - Fire Sprinkler Hydraulics Calculation Program Jacobs ZATE Al-Khobar, 31952

Elite Software Development, Inc. UPGRADE HYDROPROCESSING INTEGRITY-RR Page 10

Fire Sprinkler Input Data Node Input Data (cont'd) Area Group Branch Dia. (in)

Sprinkler KFactor (K) Branch Len. (ft)

Pressure Estimate (psi) Branch Stnd Fittings

Node Elev (ft) Branch NonStnd Fittings (ft)

Non-Sprinkler Flow (gpm) Branch Sprk KFactor (K)

No Discharge ----

---0.000

N/A 0.0

30.16 ----

14.50 0.0

0.00 0.00

121

No Discharge ----

---0.000

N/A 0.0

31.06 ----

14.50 0.0

0.00 0.00

122

No Discharge ----

---0.000

N/A 0.0

27.90 ----

14.50 0.0

0.00 0.00

123

No Discharge ----

---0.000

N/A 0.0

28.08 ----

14.50 0.0

0.00 0.00

124

No Discharge ----

---0.000

N/A 0.0

28.57 ----

14.50 0.0

0.00 0.00

125

No Discharge ----

---0.000

N/A 0.0

29.41 ----

14.50 0.0

0.00 0.00

126

No Discharge ----

---0.000

N/A 0.0

31.44 ----

14.50 0.0

0.00 0.00

127

No Discharge ----

---0.000

N/A 0.0

29.80 ----

3.10 0.0

0.00 0.00

128

No Discharge ----

---0.000

N/A 0.0

29.88 ----

3.10 0.0

0.00 0.00

129

No Discharge ----

---0.000

N/A 0.0

30.49 ----

3.10 0.0

0.00 0.00

130

No Discharge ----

---0.000

N/A 0.0

31.22 ----

3.10 0.0

0.00 0.00

131

No Discharge ----

---0.000

N/A 0.0

32.66 ----

3.70 0.0

0.00 0.00

132

No Discharge ----

---0.000

N/A 0.0

35.32 ----

10.80 0.0

0.00 0.00

133

No Discharge ----

---0.000

N/A 0.0

30.88 ----

14.50 0.0

0.00 0.00

134

No Discharge ----

---0.000

N/A 0.0

31.10 ----

14.50 0.0

0.00 0.00

135

No Discharge ----

---0.000

N/A 0.0

31.65 ----

14.50 0.0

0.00 0.00

136

No Discharge ----

---0.000

N/A 0.0

32.58 ----

14.50 0.0

0.00 0.00

Node No.

Node Description Branch Description

120

C:\ ...\Z12 Train A - Exchangers - Area G.fiw

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Tuesday, January 15, 2019, 8:26 AM

Fire - Fire Sprinkler Hydraulics Calculation Program Jacobs ZATE Al-Khobar, 31952

Elite Software Development, Inc. UPGRADE HYDROPROCESSING INTEGRITY-RR Page 11

Fire Sprinkler Input Data Node Input Data (cont'd) Area Group Branch Dia. (in)

Sprinkler KFactor (K) Branch Len. (ft)

Pressure Estimate (psi) Branch Stnd Fittings

Node Elev (ft) Branch NonStnd Fittings (ft)

Non-Sprinkler Flow (gpm) Branch Sprk KFactor (K)

No Discharge ----

---0.000

N/A 0.0

30.48 ----

14.50 0.0

0.00 0.00

138

No Discharge ----

---0.000

N/A 0.0

30.69 ----

14.50 0.0

0.00 0.00

139

No Discharge ----

---0.000

N/A 0.0

31.41 ----

14.50 0.0

0.00 0.00

140

No Discharge ----

---0.000

N/A 0.0

32.33 ----

14.50 0.0

0.00 0.00

141

No Discharge ----

---0.000

N/A 0.0

28.85 ----

3.10 0.0

0.00 0.00

142

No Discharge ----

---0.000

N/A 0.0

28.93 ----

3.10 0.0

0.00 0.00

143

No Discharge ----

---0.000

N/A 0.0

29.51 ----

3.10 0.0

0.00 0.00

144

No Discharge ----

---0.000

N/A 0.0

30.21 ----

3.10 0.0

0.00 0.00

145

No Discharge ----

---0.000

N/A 0.0

31.61 ----

3.70 0.0

0.00 0.00

146

No Discharge ----

---0.000

N/A 0.0

34.09 ----

10.80 0.0

0.00 0.00

147

No Discharge ----

---0.000

N/A 0.0

30.61 ----

14.50 0.0

0.00 0.00

148

No Discharge ----

---0.000

N/A 0.0

30.74 ----

14.50 0.0

0.00 0.00

149

No Discharge ----

---0.000

N/A 0.0

31.18 ----

14.50 0.0

0.00 0.00

150

No Discharge ----

---0.000

N/A 0.0

32.11 ----

14.50 0.0

0.00 0.00

151

No Discharge ----

---0.000

N/A 0.0

30.12 ----

14.50 0.0

0.00 0.00

152

No Discharge ----

---0.000

N/A 0.0

30.33 ----

14.50 0.0

0.00 0.00

153

No Discharge ----

---0.000

N/A 0.0

31.04 ----

14.50 0.0

0.00 0.00

Node No.

Node Description Branch Description

137

C:\ ...\Z12 Train A - Exchangers - Area G.fiw

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Fire - Fire Sprinkler Hydraulics Calculation Program Jacobs ZATE Al-Khobar, 31952

Elite Software Development, Inc. UPGRADE HYDROPROCESSING INTEGRITY-RR Page 12

Fire Sprinkler Input Data Node Input Data (cont'd) Area Group Branch Dia. (in)

Sprinkler KFactor (K) Branch Len. (ft)

Pressure Estimate (psi) Branch Stnd Fittings

Node Elev (ft) Branch NonStnd Fittings (ft)

Non-Sprinkler Flow (gpm) Branch Sprk KFactor (K)

No Discharge ----

---0.000

N/A 0.0

31.96 ----

14.50 0.0

0.00 0.00

155

No Discharge ----

---0.000

N/A 0.0

28.18 ----

3.10 0.0

0.00 0.00

156

No Discharge ----

---0.000

N/A 0.0

28.25 ----

3.10 0.0

0.00 0.00

157

No Discharge ----

---0.000

N/A 0.0

28.82 ----

3.10 0.0

0.00 0.00

158

No Discharge ----

---0.000

N/A 0.0

29.51 ----

3.10 0.0

0.00 0.00

159

No Discharge ----

---0.000

N/A 0.0

30.86 ----

3.70 0.0

0.00 0.00

160

No Discharge ----

---0.000

N/A 0.0

33.22 ----

10.80 0.0

0.00 0.00

161

No Discharge ----

---0.000

N/A 0.0

29.79 ----

14.50 0.0

0.00 0.00

162

No Discharge ----

---0.000

N/A 0.0

29.93 ----

14.50 0.0

0.00 0.00

163

No Discharge ----

---0.000

N/A 0.0

30.35 ----

14.50 0.0

0.00 0.00

164

No Discharge ----

---0.000

N/A 0.0

31.26 ----

14.50 0.0

0.00 0.00

165

No Discharge ----

---0.000

N/A 0.0

29.59 ----

14.50 0.0

0.00 0.00

166

No Discharge ----

---0.000

N/A 0.0

29.79 ----

14.50 0.0

0.00 0.00

167

No Discharge ----

---0.000

N/A 0.0

30.21 ----

14.50 0.0

0.00 0.00

168

No Discharge ----

---0.000

N/A 0.0

31.11 ----

14.50 0.0

0.00 0.00

169

No Discharge ----

---0.000

N/A 0.0

31.61 ----

14.50 0.0

0.00 0.00

170

No Discharge ----

---0.000

N/A 0.0

33.54 ----

12.70 0.0

0.00 0.00

Node No.

Node Description Branch Description

154

C:\ ...\Z12 Train A - Exchangers - Area G.fiw

211 of 342

Tuesday, January 15, 2019, 8:26 AM

Fire - Fire Sprinkler Hydraulics Calculation Program Jacobs ZATE Al-Khobar, 31952

Elite Software Development, Inc. UPGRADE HYDROPROCESSING INTEGRITY-RR Page 13

Fire Sprinkler Input Data Node Input Data (cont'd) Area Group Branch Dia. (in)

Sprinkler KFactor (K) Branch Len. (ft)

Pressure Estimate (psi) Branch Stnd Fittings

Node Elev (ft) Branch NonStnd Fittings (ft)

Non-Sprinkler Flow (gpm) Branch Sprk KFactor (K)

No Discharge ----

---0.000

N/A 0.0

32.52 ----

14.50 0.0

0.00 0.00

172

No Discharge ----

---0.000

N/A 0.0

34.48 ----

12.70 0.0

0.00 0.00

173

No Discharge ----

---0.000

N/A 0.0

32.97 ----

14.50 0.0

0.00 0.00

174

No Discharge ----

---0.000

N/A 0.0

33.92 ----

14.50 0.0

0.00 0.00

175

No Discharge ----

---0.000

N/A 0.0

34.70 ----

14.50 0.0

0.00 0.00

176

No Discharge ----

---0.000

N/A 0.0

36.71 ----

12.70 0.0

0.00 0.00

177

No Discharge ----

---0.000

N/A 0.0

34.21 ----

14.50 0.0

0.00 0.00

178

No Discharge ----

---0.000

N/A 0.0

35.00 ----

14.50 0.0

0.00 0.00

179

No Discharge ----

---0.000

N/A 0.0

33.31 ----

14.50 0.0

0.00 0.00

180

No Discharge ----

---0.000

N/A 0.0

34.07 ----

14.50 0.0

0.00 0.00

181

No Discharge ----

---0.000

N/A 0.0

35.61 ----

12.70 0.0

0.00 0.00

182

No Discharge ----

---0.000

N/A 0.0

36.59 ----

12.70 0.0

0.00 0.00

183

No Discharge ----

---0.000

N/A 0.0

37.48 ----

12.70 0.0

0.00 0.00

184

No Discharge ----

---0.000

N/A 0.0

38.88 ----

12.70 0.0

0.00 0.00

185

No Discharge ----

---0.000

N/A 0.0

40.38 ----

12.70 0.0

0.00 0.00

186

No Discharge ----

---0.000

N/A 0.0

41.39 ----

12.70 0.0

0.00 0.00

187

No Discharge ----

---0.000

N/A 0.0

41.96 ----

12.70 0.0

0.00 0.00

Node No.

Node Description Branch Description

171

C:\ ...\Z12 Train A - Exchangers - Area G.fiw

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Tuesday, January 15, 2019, 8:26 AM

Fire - Fire Sprinkler Hydraulics Calculation Program Jacobs ZATE Al-Khobar, 31952

Elite Software Development, Inc. UPGRADE HYDROPROCESSING INTEGRITY-RR Page 14

Fire Sprinkler Input Data Node Input Data (cont'd) Area Group Branch Dia. (in)

Sprinkler KFactor (K) Branch Len. (ft)

Pressure Estimate (psi) Branch Stnd Fittings

Node Elev (ft) Branch NonStnd Fittings (ft)

Non-Sprinkler Flow (gpm) Branch Sprk KFactor (K)

No Discharge ----

---0.000

N/A 0.0

42.59 ----

16.80 0.0

0.00 0.00

189

No Discharge ----

---0.000

N/A 0.0

47.94 ----

9.80 0.0

0.00 0.00

190

No Discharge ----

---0.000

N/A 0.0

56.11 ----

3.00 0.0

0.00 0.00

191

No Discharge ----

---0.000

N/A 0.0

60.84 ----

0.00 0.0

0.00 0.00

192

No Discharge ----

---0.000

N/A 0.0

63.97 ----

-2.00 0.0

0.00 0.00

Node No.

Node Description Branch Description

188

C:\ ...\Z12 Train A - Exchangers - Area G.fiw

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Tuesday, January 15, 2019, 8:26 AM

Fire - Fire Sprinkler Hydraulics Calculation Program Jacobs ZATE Al-Khobar, 31952

Elite Software Development, Inc. UPGRADE HYDROPROCESSING INTEGRITY-RR Page 15

Fire Sprinkler Input Data Pipe Input Data Nominal Diameter (inch)

Type Group

Nominal Length (feet)

Fitting Length (feet)

SCHED 40 WET STEEL

1.000

0

3.00

0.00

3.00

120

86

SCHED 40 WET STEEL

1.000

0

2E

5.25

4.00

9.25

120

3

87

SCHED 40 WET STEEL

1.000

0

2E

7.25

4.00

11.25

120

4

88

SCHED 40 WET STEEL

1.000

0

2E

7.25

4.00

11.25

120

5

89

SCHED 40 WET STEEL

1.000

0

2E

7.25

4.00

11.25

120

6

90

SCHED 40 WET STEEL

1.000

0

E

2.00

2.00

4.00

120

7

91

SCHED 40 WET STEEL

1.000

0

E

1.50

2.00

3.50

120

8

92

SCHED 40 WET STEEL

1.000

0

E

2.00

2.00

4.00

120

9

93

SCHED 40 WET STEEL

1.000

0

E

2.00

2.00

4.00

120

10

94

SCHED 40 WET STEEL

1.000

0

E

2.00

2.00

4.00

120

11

95

SCHED 40 WET STEEL

1.000

0

E

1.50

2.00

3.50

120

12

96

SCHED 40 WET STEEL

1.000

0

E

4.00

2.00

6.00

120

13

97

SCHED 40 WET STEEL

1.000

0

E

2.00

2.00

4.00

120

14

98

SCHED 40 WET STEEL

1.000

0

E

2.00

2.00

4.00

120

15

99

SCHED 40 WET STEEL

1.000

0

2E

8.00

4.00

12.00

120

16

100

SCHED 40 WET STEEL

1.000

0

E

3.00

2.00

5.00

120

17

101

SCHED 40 WET STEEL

1.000

0

2E

8.00

4.00

12.00

120

18

102

SCHED 40 WET STEEL

1.000

0

2E

8.00

4.00

12.00

120

19

103

SCHED 40 WET STEEL

1.000

0

2E

8.30

4.00

12.30

120

20

104

SCHED 40 WET STEEL

1.000

0

E

2.00

2.00

4.00

120

21

105

SCHED 40 WET STEEL

1.000

0

E

1.50

2.00

3.50

120

22

106

SCHED 40 WET STEEL

1.000

0

E

1.50

2.00

3.50

120

23

107

SCHED 40 WET STEEL

1.000

0

E

1.50

2.00

3.50

120

24

108

SCHED 40 WET STEEL

1.000

0

E

1.50

2.00

3.50

120

25

109

SCHED 40 WET STEEL

1.000

0

E

1.50

2.00

3.50

120

26

110

SCHED 40 WET STEEL

1.000

0

2E

4.00

4.00

8.00

120

Beg. Node

End. Node

Pipe Description

1

85

2

C:\ ...\Z12 Train A - Exchangers - Area G.fiw

Fitting Data

214 of 342

Total CFactor Length (gpm/inch(feet) psi)

Tuesday, January 15, 2019, 8:26 AM

Fire - Fire Sprinkler Hydraulics Calculation Program Jacobs ZATE Al-Khobar, 31952

Elite Software Development, Inc. UPGRADE HYDROPROCESSING INTEGRITY-RR Page 16

Fire Sprinkler Input Data Pipe Input Data (cont'd) Nominal Diameter (inch)

Type Group

Fitting Data

Nominal Length (feet)

Fitting Length (feet)

SCHED 40 WET STEEL

1.000

0

E

2.00

2.00

4.00

120

112

SCHED 40 WET STEEL

1.000

0

E

2.00

2.00

4.00

120

29

113

SCHED 40 WET STEEL

1.000

0

2E

8.00

4.00

12.00

120

30

114

SCHED 40 WET STEEL

1.000

0

E

3.00

2.00

5.00

120

31

115

SCHED 40 WET STEEL

1.000

0

2E

8.00

4.00

12.00

120

32

116

SCHED 40 WET STEEL

1.000

0

2E

8.00

4.00

12.00

120

33

117

SCHED 40 WET STEEL

1.000

0

2E

8.50

4.00

12.50

120

34

118

SCHED 40 WET STEEL

1.000

0

E

1.50

2.00

3.50

120

35

119

SCHED 40 WET STEEL

1.000

0

E

1.50

2.00

3.50

120

36

120

SCHED 40 WET STEEL

1.000

0

E

1.50

2.00

3.50

120

37

121

SCHED 40 WET STEEL

1.000

0

E

1.50

2.00

3.50

120

38

122

SCHED 40 WET STEEL

1.000

0

F2E

3.50

5.00

8.50

120

39

123

SCHED 40 WET STEEL

1.000

0

F2E

3.00

5.00

8.00

120

40

124

SCHED 40 WET STEEL

1.000

0

E

2.00

2.00

4.00

120

41

125

SCHED 40 WET STEEL

1.000

0

E

2.00

2.00

4.00

120

42

126

SCHED 40 WET STEEL

1.000

0

5E

7.50

10.00

17.50

120

43

127

SCHED 40 WET STEEL

1.000

0

2E

8.00

4.00

12.00

120

44

128

SCHED 40 WET STEEL

1.000

0

E

3.00

2.00

5.00

120

45

129

SCHED 40 WET STEEL

1.000

0

2E

8.10

4.00

12.10

120

46

130

SCHED 40 WET STEEL

1.000

0

2E

8.10

4.00

12.10

120

47

131

SCHED 40 WET STEEL

1.000

0

2E

9.00

4.00

13.00

120

48

132

SCHED 40 WET STEEL

1.000

0

2E

2.50

4.00

6.50

120

49

133

SCHED 40 WET STEEL

1.000

0

FE

2.10

3.00

5.10

120

50

134

SCHED 40 WET STEEL

1.000

0

F2E

2.50

5.00

7.50

120

51

135

SCHED 40 WET STEEL

1.000

0

E

2.00

2.00

4.00

120

52

136

SCHED 40 WET STEEL

1.000

0

E

2.00

2.00

4.00

120

Beg. Node

End. Node

Pipe Description

27

111

28

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Total CFactor Length (gpm/inch(feet) psi)

Tuesday, January 15, 2019, 8:26 AM

Fire - Fire Sprinkler Hydraulics Calculation Program Jacobs ZATE Al-Khobar, 31952

Elite Software Development, Inc. UPGRADE HYDROPROCESSING INTEGRITY-RR Page 17

Fire Sprinkler Input Data Pipe Input Data (cont'd) Nominal Diameter (inch)

Type Group

Fitting Data

Nominal Length (feet)

Fitting Length (feet)

SCHED 40 WET STEEL

1.000

0

E

1.50

2.00

3.50

120

138

SCHED 40 WET STEEL

1.000

0

FE

4.00

3.00

7.00

120

55

139

SCHED 40 WET STEEL

1.000

0

E

2.00

2.00

4.00

120

56

140

SCHED 40 WET STEEL

1.000

0

E

2.00

2.00

4.00

120

57

141

SCHED 40 WET STEEL

1.000

0

2E

8.00

4.00

12.00

120

58

142

SCHED 40 WET STEEL

1.000

0

E

3.00

2.00

5.00

120

59

143

SCHED 40 WET STEEL

1.000

0

2E

8.00

4.00

12.00

120

60

144

SCHED 40 WET STEEL

1.000

0

2E

8.00

4.00

12.00

120

61

145

SCHED 40 WET STEEL

1.000

0

2E

8.50

4.00

12.50

120

62

146

SCHED 40 WET STEEL

1.000

0

E

2.00

2.00

4.00

120

63

147

SCHED 40 WET STEEL

1.000

0

E

1.50

2.00

3.50

120

64

148

SCHED 40 WET STEEL

1.000

0

E

2.00

2.00

4.00

120

65

149

SCHED 40 WET STEEL

1.000

0

E

2.00

2.00

4.00

120

66

150

SCHED 40 WET STEEL

1.000

0

E

2.00

2.00

4.00

120

67

151

SCHED 40 WET STEEL

1.000

0

E

1.50

2.00

3.50

120

68

152

SCHED 40 WET STEEL

1.000

0

FE

4.00

3.00

7.00

120

69

153

SCHED 40 WET STEEL

1.000

0

E

2.00

2.00

4.00

120

70

154

SCHED 40 WET STEEL

1.000

0

E

2.00

2.00

4.00

120

71

155

SCHED 40 WET STEEL

1.000

0

2E

8.00

4.00

12.00

120

72

156

SCHED 40 WET STEEL

1.000

0

E

3.00

2.00

5.00

120

73

157

SCHED 40 WET STEEL

1.000

0

2E

8.00

4.00

12.00

120

74

158

SCHED 40 WET STEEL

1.000

0

2E

8.00

4.00

12.00

120

75

159

SCHED 40 WET STEEL

1.000

0

2E

8.50

4.00

12.50

120

76

160

SCHED 40 WET STEEL

1.000

0

E

2.00

2.00

4.00

120

77

161

SCHED 40 WET STEEL

1.000

0

E

2.00

2.00

4.00

120

78

162

SCHED 40 WET STEEL

1.000

0

E

2.00

2.00

4.00

120

Beg. Node

End. Node

Pipe Description

53

137

54

C:\ ...\Z12 Train A - Exchangers - Area G.fiw

216 of 342

Total CFactor Length (gpm/inch(feet) psi)

Tuesday, January 15, 2019, 8:26 AM

Fire - Fire Sprinkler Hydraulics Calculation Program Jacobs ZATE Al-Khobar, 31952

Elite Software Development, Inc. UPGRADE HYDROPROCESSING INTEGRITY-RR Page 18

Fire Sprinkler Input Data Pipe Input Data (cont'd) Nominal Diameter (inch)

Type Group

Fitting Data

Nominal Length (feet)

Fitting Length (feet)

SCHED 40 WET STEEL

1.000

0

E

2.00

2.00

4.00

120

164

SCHED 40 WET STEEL

1.000

0

E

2.00

2.00

4.00

120

81

165

SCHED 40 WET STEEL

1.000

0

3E

4.00

6.00

10.00

120

82

166

SCHED 40 WET STEEL

1.000

0

E

1.50

2.00

3.50

120

83

167

SCHED 40 WET STEEL

1.000

0

E

1.50

2.00

3.50

120

84

168

SCHED 40 WET STEEL

1.000

0

E

1.50

2.00

3.50

120

85

86

SCHED 40 WET STEEL

2.000

0

T

2.50

10.00

12.50

120

86

87

SCHED 40 WET STEEL

2.000

0

ET

10.00

15.00

25.00

120

87

88

SCHED 40 WET STEEL

2.000

0

T

5.00

10.00

15.00

120

88

89

SCHED 40 WET STEEL

2.000

0

T

6.10

10.00

16.10

120

89

90

SCHED 40 WET STEEL

2.000

0

3ET

21.00

25.00

46.00

120

90

170

SCHED 40 WET STEEL

2.000

0

T

2.00

10.00

12.00

120

91

92

SCHED 40 WET STEEL

2.000

0

T

9.50

10.00

19.50

120

92

93

SCHED 40 WET STEEL

2.000

0

T

7.50

10.00

17.50

120

93

94

SCHED 40 WET STEEL

2.000

0

T

7.50

10.00

17.50

120

94

169

SCHED 40 WET STEEL

2.000

0

2FT

7.50

14.00

21.50

120

95

96

SCHED 40 WET STEEL

2.000

0

2ET

11.10

20.00

31.10

120

96

97

SCHED 40 WET STEEL

2.000

0

2ET

9.00

20.00

29.00

120

97

98

SCHED 40 WET STEEL

2.000

0

T

7.50

10.00

17.50

120

98

169

SCHED 40 WET STEEL

2.000

0

ET

11.00

15.00

26.00

120

99

100

SCHED 40 WET STEEL

2.000

0

T

2.20

10.00

12.20

120

100

101

SCHED 40 WET STEEL

2.000

0

ET

11.00

15.00

26.00

120

101

102

SCHED 40 WET STEEL

2.000

0

T

5.00

10.00

15.00

120

102

103

SCHED 40 WET STEEL

2.000

0

ET

5.50

15.00

20.50

120

103

104

SCHED 40 WET STEEL

2.000

0

3ET

20.00

25.00

45.00

120

104

172

SCHED 40 WET STEEL

2.000

0

T

2.00

10.00

12.00

120

Beg. Node

End. Node

Pipe Description

79

163

80

C:\ ...\Z12 Train A - Exchangers - Area G.fiw

217 of 342

Total CFactor Length (gpm/inch(feet) psi)

Tuesday, January 15, 2019, 8:26 AM

Fire - Fire Sprinkler Hydraulics Calculation Program Jacobs ZATE Al-Khobar, 31952

Elite Software Development, Inc. UPGRADE HYDROPROCESSING INTEGRITY-RR Page 19

Fire Sprinkler Input Data Pipe Input Data (cont'd) Nominal Diameter (inch)

Type Group

Fitting Data

Nominal Length (feet)

Fitting Length (feet)

SCHED 40 WET STEEL

2.000

0

T

9.50

10.00

19.50

120

107

SCHED 40 WET STEEL

2.000

0

T

7.50

10.00

17.50

120

107

108

SCHED 40 WET STEEL

2.000

0

T

7.50

10.00

17.50

120

108

171

SCHED 40 WET STEEL

2.000

0

ET

8.50

15.00

23.50

120

109

110

SCHED 40 WET STEEL

2.000

0

2ET

10.00

20.00

30.00

120

110

111

SCHED 40 WET STEEL

2.000

0

2ET

9.00

20.00

29.00

120

111

112

SCHED 40 WET STEEL

2.000

0

T

7.50

10.00

17.50

120

112

171

SCHED 40 WET STEEL

2.000

0

2FT

8.50

14.00

22.50

120

113

114

SCHED 40 WET STEEL

2.000

0

T

2.20

10.00

12.20

120

114

115

SCHED 40 WET STEEL

2.000

0

ET

11.00

15.00

26.00

120

115

116

SCHED 40 WET STEEL

2.000

0

T

5.00

10.00

15.00

120

116

117

SCHED 40 WET STEEL

2.000

0

ET

5.50

15.00

20.50

120

117

174

SCHED 40 WET STEEL

2.000

0

3ET

21.00

25.00

46.00

120

118

119

SCHED 40 WET STEEL

2.000

0

T

9.00

10.00

19.00

120

119

120

SCHED 40 WET STEEL

2.000

0

T

7.50

10.00

17.50

120

120

121

SCHED 40 WET STEEL

2.000

0

T

7.50

10.00

17.50

120

121

173

SCHED 40 WET STEEL

2.000

0

ET

6.50

15.00

21.50

120

122

123

SCHED 40 WET STEEL

2.000

0

2ET

10.00

20.00

30.00

120

123

124

SCHED 40 WET STEEL

2.000

0

2FT

7.50

14.00

21.50

120

124

125

SCHED 40 WET STEEL

2.000

0

T

7.50

10.00

17.50

120

125

126

SCHED 40 WET STEEL

2.000

0

ET

9.50

15.00

24.50

120

126

173

SCHED 40 WET STEEL

2.000

0

T

2.00

10.00

12.00

120

127

128

SCHED 40 WET STEEL

2.000

0

T

2.20

10.00

12.20

120

128

129

SCHED 40 WET STEEL

2.000

0

ET

11.50

15.00

26.50

120

129

130

SCHED 40 WET STEEL

2.000

0

T

5.00

10.00

15.00

120

130

131

SCHED 40 WET STEEL

2.000

0

ET

5.50

15.00

20.50

120

Beg. Node

End. Node

Pipe Description

105

106

106

C:\ ...\Z12 Train A - Exchangers - Area G.fiw

218 of 342

Total CFactor Length (gpm/inch(feet) psi)

Tuesday, January 15, 2019, 8:26 AM

Fire - Fire Sprinkler Hydraulics Calculation Program Jacobs ZATE Al-Khobar, 31952

Elite Software Development, Inc. UPGRADE HYDROPROCESSING INTEGRITY-RR Page 20

Fire Sprinkler Input Data Pipe Input Data (cont'd) Nominal Diameter (inch)

Type Group

Fitting Data

Nominal Length (feet)

Fitting Length (feet)

SCHED 40 WET STEEL

2.000

0

3ET

20.00

25.00

45.00

120

176

SCHED 40 WET STEEL

2.000

0

T

2.00

10.00

12.00

120

133

134

SCHED 40 WET STEEL

2.000

0

2ET

10.50

20.00

30.50

120

134

135

SCHED 40 WET STEEL

2.000

0

2FT

8.00

14.00

22.00

120

135

136

SCHED 40 WET STEEL

2.000

0

T

7.50

10.00

17.50

120

136

175

SCHED 40 WET STEEL

2.000

0

ET

8.10

15.00

23.10

120

137

138

SCHED 40 WET STEEL

2.000

0

2ET

11.00

20.00

31.00

120

138

139

SCHED 40 WET STEEL

2.000

0

2ET

9.00

20.00

29.00

120

139

140

SCHED 40 WET STEEL

2.000

0

T

7.50

10.00

17.50

120

140

175

SCHED 40 WET STEEL

2.000

0

ET

11.00

15.00

26.00

120

141

142

SCHED 40 WET STEEL

2.000

0

T

2.20

10.00

12.20

120

142

143

SCHED 40 WET STEEL

2.000

0

ET

11.00

15.00

26.00

120

143

144

SCHED 40 WET STEEL

2.000

0

T

5.00

10.00

15.00

120

144

145

SCHED 40 WET STEEL

2.000

0

ET

5.50

15.00

20.50

120

145

146

SCHED 40 WET STEEL

2.000

0

3ET

20.00

25.00

45.00

120

146

178

SCHED 40 WET STEEL

2.000

0

T

4.00

10.00

14.00

120

147

148

SCHED 40 WET STEEL

2.000

0

T

9.00

10.00

19.00

120

148

149

SCHED 40 WET STEEL

2.000

0

T

7.50

10.00

17.50

120

149

150

SCHED 40 WET STEEL

2.000

0

T

7.50

10.00

17.50

120

150

177

SCHED 40 WET STEEL

2.000

0

ET

8.00

15.00

23.00

120

151

152

SCHED 40 WET STEEL

2.000

0

2ET

11.00

20.00

31.00

120

152

153

SCHED 40 WET STEEL

2.000

0

2ET

9.00

20.00

29.00

120

153

154

SCHED 40 WET STEEL

2.000

0

T

7.50

10.00

17.50

120

154

177

SCHED 40 WET STEEL

2.000

0

ET

10.00

15.00

25.00

120

155

156

SCHED 40 WET STEEL

2.000

0

T

2.20

10.00

12.20

120

156

157

SCHED 40 WET STEEL

2.000

0

ET

11.00

15.00

26.00

120

Beg. Node

End. Node

Pipe Description

131

132

132

C:\ ...\Z12 Train A - Exchangers - Area G.fiw

219 of 342

Total CFactor Length (gpm/inch(feet) psi)

Tuesday, January 15, 2019, 8:26 AM

Fire - Fire Sprinkler Hydraulics Calculation Program Jacobs ZATE Al-Khobar, 31952

Elite Software Development, Inc. UPGRADE HYDROPROCESSING INTEGRITY-RR Page 21

Fire Sprinkler Input Data Pipe Input Data (cont'd) Nominal Diameter (inch)

Type Group

Fitting Data

Nominal Length (feet)

Fitting Length (feet)

SCHED 40 WET STEEL

2.000

0

T

5.00

10.00

15.00

120

159

SCHED 40 WET STEEL

2.000

0

ET

5.50

15.00

20.50

120

159

160

SCHED 40 WET STEEL

2.000

0

3ET

20.00

25.00

45.00

120

160

180

SCHED 40 WET STEEL

2.000

0

T

4.00

10.00

14.00

120

161

162

SCHED 40 WET STEEL

2.000

0

T

9.50

10.00

19.50

120

162

163

SCHED 40 WET STEEL

2.000

0

T

7.50

10.00

17.50

120

163

164

SCHED 40 WET STEEL

2.000

0

T

7.50

10.00

17.50

120

164

179

SCHED 40 WET STEEL

2.000

0

ET

8.00

15.00

23.00

120

165

166

SCHED 40 WET STEEL

2.000

0

2ET

11.50

20.00

31.50

120

166

167

SCHED 40 WET STEEL

2.000

0

T

7.50

10.00

17.50

120

167

168

SCHED 40 WET STEEL

2.000

0

T

7.50

10.00

17.50

120

168

179

SCHED 40 WET STEEL

2.000

0

ET

10.00

15.00

25.00

120

169

170

SCHED 40 WET STEEL FBE LINED

3.000

0

ET

4.50

25.52

30.02

130

170

181

SCHED 40 WET STEEL FBE LINED

3.000

0

T

2.00

17.40

19.40

130

171

172

SCHED 40 WET STEEL FBE LINED

3.000

0

ET

4.50

25.52

30.02

130

172

182

SCHED 40 WET STEEL FBE LINED

3.000

0

T

2.00

17.40

19.40

130

173

174

SCHED 40 WET STEEL FBE LINED

3.000

0

T

2.00

17.40

19.40

130

174

183

SCHED 40 WET STEEL FBE LINED

3.000

0

FT

4.50

20.90

25.40

130

175

176

SCHED 40 WET STEEL FBE LINED

3.000

0

ET

4.00

25.52

29.52

130

176

184

SCHED 40 WET STEEL FBE LINED

3.000

0

T

1.50

17.40

18.90

130

177

178

SCHED 40 WET STEEL FBE LINED

3.000

0

T

1.55

17.40

18.95

130

Beg. Node

End. Node

Pipe Description

157

158

158

C:\ ...\Z12 Train A - Exchangers - Area G.fiw

220 of 342

Total CFactor Length (gpm/inch(feet) psi)

Tuesday, January 15, 2019, 8:26 AM

Fire - Fire Sprinkler Hydraulics Calculation Program Jacobs ZATE Al-Khobar, 31952

Elite Software Development, Inc. UPGRADE HYDROPROCESSING INTEGRITY-RR Page 22

Fire Sprinkler Input Data Pipe Input Data (cont'd) Nominal Diameter (inch)

Type Group

Fitting Data

Nominal Length (feet)

Fitting Length (feet)

SCHED 40 WET STEEL FBE LINED

3.000

0

3ET

8.00

41.76

49.76

130

180

SCHED 40 WET STEEL FBE LINED

3.000

0

T

1.55

17.40

18.95

130

180

185

SCHED 40 WET STEEL FBE LINED

3.000

0

3ET

8.50

41.76

50.26

130

181

182

SCHED 40 WET STEEL FBE LINED

4.000

0

T

11.50

23.20

34.70

130

182

183

SCHED 40 WET STEEL FBE LINED

6.000

0

2FT

12.00

51.04

63.04

130

183

184

SCHED 40 WET STEEL FBE LINED

6.000

0

T

12.00

34.80

46.80

130

184

187

SCHED 40 WET STEEL FBE LINED

6.000

0

2FT

8.50

51.04

59.54

130

185

186

SCHED 40 WET STEEL FBE LINED

4.000

0

T

11.10

23.20

34.30

130

186

187

SCHED 40 WET STEEL FBE LINED

6.000

0

T

4.50

34.80

39.30

130

187

188

SCHED 40 WET STEEL FBE LINED

8.000

0

ET

22.00

61.50

83.50

130

188

189

SCHED 40 WET STEEL FBE LINED

8.000

0

3E

17.50

62.70

80.20

130

189

190

SCHED 40 WET STEEL FBE LINED

8.000

0

5E

76.50

104.50

181.00

130

190

191

SCHED 40 WET STEEL FBE LINED

8.000

0

2E2GC

15.50

103.20

118.70

130

191

192

SCHED 40 WET STEEL CEMENT LINE

8.000

0

2E

36.50

41.80

78.30

130

Beg. Node

End. Node

Pipe Description

178

186

179

Total CFactor Length (gpm/inch(feet) psi)

Fitting Legend: F = 45 Degree Elbow, E = 90 Degree Elbow, L = Long Turn Elbow, T = Tee or Cross, B = Butterfly Valve, G = Gate Valve, C = Check Valve

C:\ ...\Z12 Train A - Exchangers - Area G.fiw

221 of 342

Tuesday, January 15, 2019, 8:26 AM

Fire - Fire Sprinkler Hydraulics Calculation Program Jacobs ZATE Al-Khobar, 31952

Elite Software Development, Inc. UPGRADE HYDROPROCESSING INTEGRITY-RR Page 23

Fire Sprinkler Output Data Group Peak Node Groupings Output Data Pipe Segment Beg. End. Node Node

Pipe Type Group

Pipe Flow Rate (gpm)

Sprinkler Flow At Beg. Node (gpm)

Non-Sprinkler Flow Out (+) In (-) (gpm) (gpm)

Beg. Node Residual Pressure (psi)

Imbalance Flow At Beg. Node (gpm)

1

85

0

-22.80

22.80

0.00

0.00

25.91

2

86

0

-22.40

22.40

0.00

0.00

25.00

0.00000

3

87

0

-22.49

22.49

0.00

0.00

25.21

0.00000

4

88

0

-22.78

22.78

0.00

0.00

25.85

0.00000

5

89

0

-23.29

23.29

0.00

0.00

27.03

0.00000

6

90

0

-25.14

25.14

0.00

0.00

31.50

0.00000

7

91

0

-23.51

23.51

0.00

0.00

27.55

0.00000

8

92

0

-23.53

23.53

0.00

0.00

27.59

0.00000

9

93

0

-23.70

23.70

0.00

0.00

27.98

0.00000

10

94

0

-24.06

24.06

0.00

0.00

28.83

0.00000

11

95

0

-23.24

23.24

0.00

0.00

26.90

0.00000

12

96

0

-23.30

23.30

0.00

0.00

27.05

0.00000

13

97

0

-23.56

23.56

0.00

0.00

27.66

0.00000

14

98

0

-23.91

23.91

0.00

0.00

28.49

0.00000

15

99

0

-22.43

22.43

0.00

0.00

25.06

0.00000

16

100

0

-22.94

22.94

0.00

0.00

26.23

0.00000

17

101

0

-22.62

22.62

0.00

0.00

25.50

0.00000

18

102

0

-22.91

22.91

0.00

0.00

26.14

0.00000

19

103

0

-23.54

23.54

0.00

0.00

27.60

0.00000

20

104

0

-25.50

25.50

0.00

0.00

32.39

0.00000

21

105

0

-23.79

23.79

0.00

0.00

28.19

0.00000

22

106

0

-23.84

23.84

0.00

0.00

28.32

0.00000

23

107

0

-24.01

24.01

0.00

0.00

28.73

0.00000

24

108

0

-24.37

24.37

0.00

0.00

29.60

0.00000

25

109

0

-23.70

23.70

0.00

0.00

27.98

0.00000

26

110

0

-23.45

23.45

0.00

0.00

27.41

0.00000

C:\ ...\Z12 Train A - Exchangers - Area G.fiw

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Tuesday, January 15, 2019, 8:26 AM

Fire - Fire Sprinkler Hydraulics Calculation Program Jacobs ZATE Al-Khobar, 31952

Elite Software Development, Inc. UPGRADE HYDROPROCESSING INTEGRITY-RR Page 24

Fire Sprinkler Output Data Group Peak Node Groupings Output Data Pipe Segment Beg. End. Node Node

Pipe Type Group

Pipe Flow Rate (gpm)

Sprinkler Flow At Beg. Node (gpm)

Non-Sprinkler Flow Out (+) In (-) (gpm) (gpm)

Beg. Node Residual Pressure (psi)

Imbalance Flow At Beg. Node (gpm)

27

111

0

-24.02

24.02

0.00

0.00

28.75

0.00000

28

112

0

-24.38

24.38

0.00

0.00

29.61

0.00000

29

113

0

-23.13

23.13

0.00

0.00

26.65

0.00000

30

114

0

-23.66

23.66

0.00

0.00

27.88

0.00000

31

115

0

-23.33

23.33

0.00

0.00

27.12

0.00000

32

116

0

-23.62

23.62

0.00

0.00

27.80

0.00000

33

117

0

-24.25

24.25

0.00

0.00

29.31

0.00000

34

118

0

-24.02

24.02

0.00

0.00

28.75

0.00000

35

119

0

-24.07

24.07

0.00

0.00

28.87

0.00000

36

120

0

-24.25

24.25

0.00

0.00

29.29

0.00000

37

121

0

-24.61

24.61

0.00

0.00

30.18

0.00000

38

122

0

-22.96

22.96

0.00

0.00

26.25

0.00000

39

123

0

-23.07

23.07

0.00

0.00

26.51

0.00000

40

124

0

-23.55

23.55

0.00

0.00

27.64

0.00000

41

125

0

-23.90

23.90

0.00

0.00

28.47

0.00000

42

126

0

-24.43

24.43

0.00

0.00

29.74

0.00000

43

127

0

-23.10

23.10

0.00

0.00

26.59

0.00000

44

128

0

-23.63

23.63

0.00

0.00

27.82

0.00000

45

129

0

-23.30

23.30

0.00

0.00

27.06

0.00000

46

130

0

-23.59

23.59

0.00

0.00

27.74

0.00000

47

131

0

-24.20

24.20

0.00

0.00

29.17

0.00000

48

132

0

-26.10

26.10

0.00

0.00

33.94

0.00000

49

133

0

-24.47

24.47

0.00

0.00

29.83

0.00000

50

134

0

-24.37

24.37

0.00

0.00

29.60

0.00000

51

135

0

-24.80

24.80

0.00

0.00

30.65

0.00000

52

136

0

-25.17

25.17

0.00

0.00

31.57

0.00000

C:\ ...\Z12 Train A - Exchangers - Area G.fiw

223 of 342

Tuesday, January 15, 2019, 8:26 AM

Fire - Fire Sprinkler Hydraulics Calculation Program Jacobs ZATE Al-Khobar, 31952

Elite Software Development, Inc. UPGRADE HYDROPROCESSING INTEGRITY-RR Page 25

Fire Sprinkler Output Data Group Peak Node Groupings Output Data Pipe Segment Beg. End. Node Node

Pipe Type Group

Pipe Flow Rate (gpm)

Sprinkler Flow At Beg. Node (gpm)

Non-Sprinkler Flow Out (+) In (-) (gpm) (gpm)

Beg. Node Residual Pressure (psi)

Imbalance Flow At Beg. Node (gpm)

53

137

0

-24.38

24.38

0.00

0.00

29.60

0.00000

54

138

0

-24.20

24.20

0.00

0.00

29.18

0.00000

55

139

0

-24.71

24.71

0.00

0.00

30.42

0.00000

56

140

0

-25.07

25.07

0.00

0.00

31.33

0.00000

57

141

0

-22.71

22.71

0.00

0.00

25.71

0.00000

58

142

0

-23.23

23.23

0.00

0.00

26.90

0.00000

59

143

0

-22.91

22.91

0.00

0.00

26.15

0.00000

60

144

0

-23.20

23.20

0.00

0.00

26.81

0.00000

61

145

0

-23.82

23.82

0.00

0.00

28.27

0.00000

62

146

0

-25.83

25.83

0.00

0.00

33.25

0.00000

63

147

0

-24.43

24.43

0.00

0.00

29.74

0.00000

64

148

0

-24.44

24.44

0.00

0.00

29.77

0.00000

65

149

0

-24.62

24.62

0.00

0.00

30.20

0.00000

66

150

0

-24.99

24.99

0.00

0.00

31.11

0.00000

67

151

0

-24.23

24.23

0.00

0.00

29.26

0.00000

68

152

0

-24.06

24.06

0.00

0.00

28.84

0.00000

69

153

0

-24.56

24.56

0.00

0.00

30.07

0.00000

70

154

0

-24.93

24.93

0.00

0.00

30.96

0.00000

71

155

0

-22.43

22.43

0.00

0.00

25.08

0.00000

72

156

0

-22.95

22.95

0.00

0.00

26.24

0.00000

73

157

0

-22.63

22.63

0.00

0.00

25.51

0.00000

74

158

0

-22.91

22.91

0.00

0.00

26.16

0.00000

75

159

0

-23.53

23.53

0.00

0.00

27.58

0.00000

76

160

0

-25.50

25.50

0.00

0.00

32.40

0.00000

77

161

0

-24.06

24.06

0.00

0.00

28.85

0.00000

78

162

0

-24.11

24.11

0.00

0.00

28.97

0.00000

C:\ ...\Z12 Train A - Exchangers - Area G.fiw

224 of 342

Tuesday, January 15, 2019, 8:26 AM

Fire - Fire Sprinkler Hydraulics Calculation Program Jacobs ZATE Al-Khobar, 31952

Elite Software Development, Inc. UPGRADE HYDROPROCESSING INTEGRITY-RR Page 26

Fire Sprinkler Output Data Group Peak Node Groupings Output Data Pipe Segment Beg. End. Node Node

Pipe Type Group

Pipe Flow Rate (gpm)

Sprinkler Flow At Beg. Node (gpm)

Non-Sprinkler Flow Out (+) In (-) (gpm) (gpm)

Beg. Node Residual Pressure (psi)

Imbalance Flow At Beg. Node (gpm)

79

163

0

-24.29

24.29

0.00

0.00

29.39

0.00000

80

164

0

-24.65

24.65

0.00

0.00

30.28

0.00000

81

165

0

-23.54

23.54

0.00

0.00

27.61

0.00000

82

166

0

-24.10

24.10

0.00

0.00

28.93

0.00000

83

167

0

-24.27

24.27

0.00

0.00

29.34

0.00000

84

168

0

-24.63

24.63

0.00

0.00

30.22

0.00000

85 85

1 86

0 0

22.80 -22.80

0.00

0.00

0.00

27.58

0.00000

86 86 86

2 85 87

0 0 0

22.40 22.80 -45.20

0.00

0.00

0.00

27.65

0.00000

87 87 87

3 86 88

0 0 0

22.49 45.20 -67.70

0.00

0.00

0.00

28.20

0.00000

88 88 88

4 87 89

0 0 0

22.78 67.70 -90.47

0.00

0.00

0.00

28.88

0.00000

89 89 89

5 88 90

0 0 0

23.29 90.47 -113.76

0.00

0.00

0.00

30.14

0.00000

90 90 90

6 89 170

0 0 0

25.14 113.76 -138.91

0.00

0.00

0.00

32.29

0.00000

91 91

7 92

0 0

23.51 -23.51

0.00

0.00

0.00

28.38

0.00000

92 92 92

8 91 93

0 0 0

23.53 23.51 -47.04

0.00

0.00

0.00

28.51

0.00000

93 93 93

9 92 94

0 0 0

23.70 47.04 -70.74

0.00

0.00

0.00

28.91

0.00000

94 94 94

10 93 169

0 0 0

24.06 70.74 -94.80

0.00

0.00

0.00

29.78

0.00000

95

11

0

23.24

0.00

0.00

0.00

27.72

0.00000

C:\ ...\Z12 Train A - Exchangers - Area G.fiw

225 of 342

Tuesday, January 15, 2019, 8:26 AM

Fire - Fire Sprinkler Hydraulics Calculation Program Jacobs ZATE Al-Khobar, 31952

Elite Software Development, Inc. UPGRADE HYDROPROCESSING INTEGRITY-RR Page 27

Fire Sprinkler Output Data Group Peak Node Groupings Output Data Pipe Segment Beg. End. Node Node 95 96

Pipe Type Group 0

Pipe Flow Rate (gpm) -23.24

Sprinkler Flow At Beg. Node (gpm)

Non-Sprinkler Flow Out (+) In (-) (gpm) (gpm)

Beg. Node Residual Pressure (psi)

Imbalance Flow At Beg. Node (gpm)

96 96 96

12 95 97

0 0 0

23.30 23.24 -46.54

0.00

0.00

0.00

27.92

0.00000

97 97 97

13 96 98

0 0 0

23.56 46.54 -70.10

0.00

0.00

0.00

28.58

0.00000

98 98 98

14 97 169

0 0 0

23.91 70.10 -94.01

0.00

0.00

0.00

29.43

0.00000

99 99

15 100

0 0

22.43 -22.43

0.00

0.00

0.00

28.16

0.00000

100 100 100

16 99 101

0 0 0

22.94 22.43 -45.37

0.00

0.00

0.00

28.24

0.00000

101 101 101

17 100 102

0 0 0

22.62 45.37 -67.99

0.00

0.00

0.00

28.80

0.00000

102 102 102

18 101 103

0 0 0

22.91 67.99 -90.90

0.00

0.00

0.00

29.49

0.00000

103 103 103

19 102 104

0 0 0

23.54 90.90 -114.44

0.00

0.00

0.00

30.85

0.00000

104 104 104

20 103 172

0 0 0

25.50 114.44 -139.94

0.00

0.00

0.00

33.21

0.00000

105 105

21 106

0 0

23.79 -23.79

0.00

0.00

0.00

29.04

0.00000

106 106 106

22 105 107

0 0 0

23.84 23.79 -47.63

0.00

0.00

0.00

29.17

0.00000

107 107 107

23 106 108

0 0 0

24.01 47.63 -71.64

0.00

0.00

0.00

29.58

0.00000

108 108 108

24 107 171

0 0 0

24.37 71.64 -96.01

0.00

0.00

0.00

30.47

0.00000

C:\ ...\Z12 Train A - Exchangers - Area G.fiw

226 of 342

Tuesday, January 15, 2019, 8:26 AM

Fire - Fire Sprinkler Hydraulics Calculation Program Jacobs ZATE Al-Khobar, 31952

Elite Software Development, Inc. UPGRADE HYDROPROCESSING INTEGRITY-RR Page 28

Fire Sprinkler Output Data Group Peak Node Groupings Output Data Pipe Segment Beg. End. Node Node 109 25 109 110

Pipe Type Group 0 0

Pipe Flow Rate (gpm) 23.70 -23.70

Sprinkler Flow At Beg. Node (gpm) 0.00

Non-Sprinkler Flow Out (+) In (-) (gpm) (gpm) 0.00 0.00

Beg. Node Residual Pressure (psi) 28.82

Imbalance Flow At Beg. Node (gpm) 0.00000

110 110 110

26 109 111

0 0 0

23.45 23.70 -47.15

0.00

0.00

0.00

29.02

0.00000

111 111 111

27 110 112

0 0 0

24.02 47.15 -71.17

0.00

0.00

0.00

29.70

0.00000

112 112 112

28 111 171

0 0 0

24.38 71.17 -95.55

0.00

0.00

0.00

30.58

0.00000

113 113

29 114

0 0

23.13 -23.13

0.00

0.00

0.00

29.86

0.00000

114 114 114

30 113 115

0 0 0

23.66 23.13 -46.78

0.00

0.00

0.00

29.94

0.00000

115 115 115

31 114 116

0 0 0

23.33 46.78 -70.11

0.00

0.00

0.00

30.54

0.00000

116 116 116

32 115 117

0 0 0

23.62 70.11 -93.73

0.00

0.00

0.00

31.27

0.00000

117 117 117

33 116 174

0 0 0

24.25 93.73 -117.99

0.00

0.00

0.00

32.72

0.00000

118 118

34 119

0 0

24.02 -24.02

0.00

0.00

0.00

29.60

0.00000

119 119 119

35 118 120

0 0 0

24.07 24.02 -48.09

0.00

0.00

0.00

29.73

0.00000

120 120 120

36 119 121

0 0 0

24.25 48.09 -72.34

0.00

0.00

0.00

30.16

0.00000

121 121 121

37 120 173

0 0 0

24.61 72.34 -96.95

0.00

0.00

0.00

31.06

0.00000

122 122

38 123

0 0

22.96 -22.96

0.00

0.00

0.00

27.90

0.00000

C:\ ...\Z12 Train A - Exchangers - Area G.fiw

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Tuesday, January 15, 2019, 8:26 AM

Fire - Fire Sprinkler Hydraulics Calculation Program Jacobs ZATE Al-Khobar, 31952

Elite Software Development, Inc. UPGRADE HYDROPROCESSING INTEGRITY-RR Page 29

Fire Sprinkler Output Data Group Peak Node Groupings Output Data Pipe Segment Beg. End. Node Node 123 39 123 122 123 124

Pipe Type Group 0 0 0

Pipe Flow Rate (gpm) 23.07 22.96 -46.02

Sprinkler Flow At Beg. Node (gpm) 0.00

Non-Sprinkler Flow Out (+) In (-) (gpm) (gpm) 0.00 0.00

Beg. Node Residual Pressure (psi) 28.08

Imbalance Flow At Beg. Node (gpm) 0.00000

124 124 124

40 123 125

0 0 0

23.55 46.02 -69.58

0.00

0.00

0.00

28.57

0.00000

125 125 125

41 124 126

0 0 0

23.90 69.58 -93.48

0.00

0.00

0.00

29.41

0.00000

126 126 126

42 125 173

0 0 0

24.43 93.48 -117.91

0.00

0.00

0.00

31.44

0.00000

127 127

43 128

0 0

23.10 -23.10

0.00

0.00

0.00

29.80

0.00000

128 128 128

44 127 129

0 0 0

23.63 23.10 -46.73

0.00

0.00

0.00

29.88

0.00000

129 129 129

45 128 130

0 0 0

23.30 46.73 -70.04

0.00

0.00

0.00

30.49

0.00000

130 130 130

46 129 131

0 0 0

23.59 70.04 -93.63

0.00

0.00

0.00

31.22

0.00000

131 131 131

47 130 132

0 0 0

24.20 93.63 -117.83

0.00

0.00

0.00

32.66

0.00000

132 132 132

48 131 176

0 0 0

26.10 117.83 -143.93

0.00

0.00

0.00

35.32

0.00000

133 133

49 134

0 0

24.47 -24.47

0.00

0.00

0.00

30.88

0.00000

134 134 134

50 133 135

0 0 0

24.37 24.47 -48.84

0.00

0.00

0.00

31.10

0.00000

135 135 135

51 134 136

0 0 0

24.80 48.84 -73.65

0.00

0.00

0.00

31.65

0.00000

136 136

52 135

0 0

25.17 73.65

0.00

0.00

0.00

32.58

0.00000

C:\ ...\Z12 Train A - Exchangers - Area G.fiw

228 of 342

Tuesday, January 15, 2019, 8:26 AM

Fire - Fire Sprinkler Hydraulics Calculation Program Jacobs ZATE Al-Khobar, 31952

Elite Software Development, Inc. UPGRADE HYDROPROCESSING INTEGRITY-RR Page 30

Fire Sprinkler Output Data Group Peak Node Groupings Output Data Pipe Segment Beg. End. Node Node 136 175

Pipe Type Group 0

Pipe Flow Rate (gpm) -98.82

Sprinkler Flow At Beg. Node (gpm)

Non-Sprinkler Flow Out (+) In (-) (gpm) (gpm)

Beg. Node Residual Pressure (psi)

Imbalance Flow At Beg. Node (gpm)

137 137

53 138

0 0

24.38 -24.38

0.00

0.00

0.00

30.48

0.00000

138 138 138

54 137 139

0 0 0

24.20 24.38 -48.57

0.00

0.00

0.00

30.69

0.00000

139 139 139

55 138 140

0 0 0

24.71 48.57 -73.28

0.00

0.00

0.00

31.41

0.00000

140 140 140

56 139 175

0 0 0

25.07 73.28 -98.36

0.00

0.00

0.00

32.33

0.00000

141 141

57 142

0 0

22.71 -22.71

0.00

0.00

0.00

28.85

0.00000

142 142 142

58 141 143

0 0 0

23.23 22.71 -45.95

0.00

0.00

0.00

28.93

0.00000

143 143 143

59 142 144

0 0 0

22.91 45.95 -68.86

0.00

0.00

0.00

29.51

0.00000

144 144 144

60 143 145

0 0 0

23.20 68.86 -92.06

0.00

0.00

0.00

30.21

0.00000

145 145 145

61 144 146

0 0 0

23.82 92.06 -115.88

0.00

0.00

0.00

31.61

0.00000

146 146 146

62 145 178

0 0 0

25.83 115.88 -141.71

0.00

0.00

0.00

34.09

0.00000

147 147

63 148

0 0

24.43 -24.43

0.00

0.00

0.00

30.61

0.00000

148 148 148

64 147 149

0 0 0

24.44 24.43 -48.87

0.00

0.00

0.00

30.74

0.00000

149 149 149

65 148 150

0 0 0

24.62 48.87 -73.49

0.00

0.00

0.00

31.18

0.00000

150

66

0

24.99

0.00

0.00

0.00

32.11

0.00000

C:\ ...\Z12 Train A - Exchangers - Area G.fiw

229 of 342

Tuesday, January 15, 2019, 8:26 AM

Fire - Fire Sprinkler Hydraulics Calculation Program Jacobs ZATE Al-Khobar, 31952

Elite Software Development, Inc. UPGRADE HYDROPROCESSING INTEGRITY-RR Page 31

Fire Sprinkler Output Data Group Peak Node Groupings Output Data Pipe Segment Beg. End. Node Node 150 149 150 177

Pipe Type Group 0 0

Pipe Flow Rate (gpm) 73.49 -98.48

Sprinkler Flow At Beg. Node (gpm)

Non-Sprinkler Flow Out (+) In (-) (gpm) (gpm)

Beg. Node Residual Pressure (psi)

Imbalance Flow At Beg. Node (gpm)

151 151

67 152

0 0

24.23 -24.23

0.00

0.00

0.00

30.12

0.00000

152 152 152

68 151 153

0 0 0

24.06 24.23 -48.29

0.00

0.00

0.00

30.33

0.00000

153 153 153

69 152 154

0 0 0

24.56 48.29 -72.85

0.00

0.00

0.00

31.04

0.00000

154 154 154

70 153 177

0 0 0

24.93 72.85 -97.78

0.00

0.00

0.00

31.96

0.00000

155 155

71 156

0 0

22.43 -22.43

0.00

0.00

0.00

28.18

0.00000

156 156 156

72 155 157

0 0 0

22.95 22.43 -45.38

0.00

0.00

0.00

28.25

0.00000

157 157 157

73 156 158

0 0 0

22.63 45.38 -68.01

0.00

0.00

0.00

28.82

0.00000

158 158 158

74 157 159

0 0 0

22.91 68.01 -90.92

0.00

0.00

0.00

29.51

0.00000

159 159 159

75 158 160

0 0 0

23.53 90.92 -114.45

0.00

0.00

0.00

30.86

0.00000

160 160 160

76 159 180

0 0 0

25.50 114.45 -139.95

0.00

0.00

0.00

33.22

0.00000

161 161

77 162

0 0

24.06 -24.06

0.00

0.00

0.00

29.79

0.00000

162 162 162

78 161 163

0 0 0

24.11 24.06 -48.18

0.00

0.00

0.00

29.93

0.00000

163 163 163

79 162 164

0 0 0

24.29 48.18 -72.46

0.00

0.00

0.00

30.35

0.00000

C:\ ...\Z12 Train A - Exchangers - Area G.fiw

230 of 342

Tuesday, January 15, 2019, 8:26 AM

Fire - Fire Sprinkler Hydraulics Calculation Program Jacobs ZATE Al-Khobar, 31952

Elite Software Development, Inc. UPGRADE HYDROPROCESSING INTEGRITY-RR Page 32

Fire Sprinkler Output Data Group Peak Node Groupings Output Data Pipe Segment Beg. End. Node Node 164 80 164 163 164 179

Pipe Type Group 0 0 0

Pipe Flow Rate (gpm) 24.65 72.46 -97.11

Sprinkler Flow At Beg. Node (gpm) 0.00

Non-Sprinkler Flow Out (+) In (-) (gpm) (gpm) 0.00 0.00

Beg. Node Residual Pressure (psi) 31.26

Imbalance Flow At Beg. Node (gpm) 0.00000

165 165

81 166

0 0

23.54 -23.54

0.00

0.00

0.00

29.59

0.00000

166 166 166

82 165 167

0 0 0

24.10 23.54 -47.64

0.00

0.00

0.00

29.79

0.00000

167 167 167

83 166 168

0 0 0

24.27 47.64 -71.91

0.00

0.00

0.00

30.21

0.00000

168 168 168

84 167 179

0 0 0

24.63 71.91 -96.54

0.00

0.00

0.00

31.11

0.00000

169 169 169

94 98 170

0 0 0

94.80 94.01 -188.81

0.00

0.00

0.00

31.61

0.00000

170 170 170

90 169 181

0 0 0

138.91 188.81 -327.72

0.00

0.00

0.00

33.54

0.00000

171 171 171

108 112 172

0 0 0

96.01 95.55 -191.56

0.00

0.00

0.00

32.52

0.00000

172 172 172

104 171 182

0 0 0

139.94 191.56 -331.50

0.00

0.00

0.00

34.48

0.00000

173 173 173

121 126 174

0 0 0

96.95 117.91 -214.86

0.00

0.00

0.00

32.97

0.00000

174 174 174

117 173 183

0 0 0

117.99 214.86 -332.85

0.00

0.00

0.00

33.92

0.00000

175 175 175

136 140 176

0 0 0

98.82 98.36 -197.18

0.00

0.00

0.00

34.70

176 176 176

132 175 184

0 0 0

143.93 197.18 -341.11

0.00

0.00

0.00

36.71

0.00000

177

150

0

98.48

0.00

0.00

0.00

34.21

0.00000

C:\ ...\Z12 Train A - Exchangers - Area G.fiw

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Tuesday, January 15, 2019, 8:26 AM

Fire - Fire Sprinkler Hydraulics Calculation Program Jacobs ZATE Al-Khobar, 31952

Elite Software Development, Inc. UPGRADE HYDROPROCESSING INTEGRITY-RR Page 33

Fire Sprinkler Output Data Group Peak Node Groupings Output Data Pipe Segment Beg. End. Node Node 177 154 177 178

Pipe Type Group 0 0

Pipe Flow Rate (gpm) 97.78 -196.26

Sprinkler Flow At Beg. Node (gpm)

Non-Sprinkler Flow Out (+) In (-) (gpm) (gpm)

Beg. Node Residual Pressure (psi)

Imbalance Flow At Beg. Node (gpm)

178 178 178

146 177 186

0 0 0

141.71 196.26 -337.98

0.00

0.00

0.00

35.00

0.00000

179 179 179

164 168 180

0 0 0

97.11 96.54 -193.65

0.00

0.00

0.00

33.31

0.00000

180 180 180

160 179 185

0 0 0

139.95 193.65 -333.60

0.00

0.00

0.00

34.07

0.00000

181 181

170 182

0 0

327.72 -327.72

0.00

0.00

0.00

35.61

0.00000

182 182 182

172 181 183

0 0 0

331.50 327.72 -659.22

0.00

0.00

0.00

36.59

0.00000

183 183 183

174 182 184

0 0 0

332.85 659.22 -992.07

0.00

0.00

0.00

37.48

0.00000

184 184 184

176 183 187

0 0 0

341.11 992.07 -1333.17

0.00

0.00

0.00

38.88

0.00000

185 185

180 186

0 0

333.60 -333.60

0.00

0.00

0.00

40.38

0.00000

186 186 186

178 185 187

0 0 0

337.98 333.60 -671.58

0.00

0.00

0.00

41.39

0.00000

187 187 187

184 186 188

0 0 0

1333.17 671.58 -2004.75

0.00

0.00

0.00

41.96

0.00000

188 188

187 189

0 0

2004.75 -2004.75

0.00

0.00

0.00

42.59

0.00000

189 189

188 190

0 0

2004.75 -2004.75

0.00

0.00

0.00

47.94

0.00000

190 190

189 191

0 0

2004.75 -2004.75

0.00

0.00

0.00

56.11

0.00000

191 191

190 192

0 0

2004.75 -2004.75

0.00

0.00

0.00

60.84

0.00000

C:\ ...\Z12 Train A - Exchangers - Area G.fiw

232 of 342

Tuesday, January 15, 2019, 8:26 AM

Fire - Fire Sprinkler Hydraulics Calculation Program Jacobs ZATE Al-Khobar, 31952

Elite Software Development, Inc. UPGRADE HYDROPROCESSING INTEGRITY-RR Page 34

Fire Sprinkler Output Data Group Peak Node Groupings Output Data Pipe Segment Beg. End. Node Node 192

191

Pipe Type Group

Pipe Flow Rate (gpm)

Sprinkler Flow At Beg. Node (gpm)

0

2004.75

0.00

C:\ ...\Z12 Train A - Exchangers - Area G.fiw

Non-Sprinkler Flow Out (+) In (-) (gpm) (gpm) 0.00

233 of 342

-2004.75

Beg. Node Residual Pressure (psi)

Imbalance Flow At Beg. Node (gpm)

63.97

Tuesday, January 15, 2019, 8:26 AM

Fire - Fire Sprinkler Hydraulics Calculation Program Jacobs ZATE Al-Khobar, 31952

Elite Software Development, Inc. UPGRADE HYDROPROCESSING INTEGRITY-RR Page 35

Fire Sprinkler Output Data Group Peak Pipe Output Data Beg. End. Node

Nodal KFactor (K)

Elevation (feet)

Spk/Hose Discharge (gpm)

Residual Nom. Dia. Pressure Inside Dia. (psi) C-Value

q (gpm) Q (gpm) Velocity (fps)

F. L./ft (psi/ft) Fittings Type-Grp

Pipe-Len. Fit-Len. Tot-Len. (ft)

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

1 85

4.48 5.80 22.80 0.00 3.10 0.00 SCHED 40 WET STEEL

25.91 27.58

1.00 1.049 120

22.80 22.80 8.47

0.16596 ----0

3.00 0.00 3.00

0.498 1.169 1.667

2 86

4.48 5.80 22.40 0.00 3.10 0.00 SCHED 40 WET STEEL

25.00 27.65

1.00 1.049 120

22.40 22.40 8.32

0.16055 2E 0

5.25 4.00 9.25

1.485 1.169 2.654

85 86

0.00 3.10 0.00 0.00 3.10 0.00 SCHED 40 WET STEEL

27.58 27.65

2.00 2.067 120

0.00 22.80 2.18

0.00610 T 0

2.50 10.00 12.50

0.076 0.000 0.076

3 87

4.48 5.80 22.49 0.00 3.10 0.00 SCHED 40 WET STEEL

25.21 28.20

1.00 1.049 120

22.49 22.49 8.35

0.16178 2E 0

7.25 4.00 11.25

1.820 1.169 2.989

86 87

0.00 3.10 0.00 0.00 3.10 0.00 SCHED 40 WET STEEL

27.65 28.20

2.00 2.067 120

0.00 45.20 4.32

0.02164 ET 0

10.00 15.00 25.00

0.541 0.000 0.541

4 88

4.48 5.80 22.78 0.00 3.10 0.00 SCHED 40 WET STEEL

25.85 28.88

1.00 1.049 120

22.78 22.78 8.46

0.16559 2E 0

7.25 4.00 11.25

1.863 1.169 3.032

87 88

0.00 3.10 0.00 0.00 3.10 0.00 SCHED 40 WET STEEL

28.20 28.88

2.00 2.067 120

0.00 67.70 6.47

0.04568 T 0

5.00 10.00 15.00

0.685 0.000 0.685

5 89

4.48 5.80 23.29 0.00 3.10 0.00 SCHED 40 WET STEEL

27.03 30.14

1.00 1.049 120

23.29 23.29 8.65

0.17257 2E 0

7.25 4.00 11.25

1.941 1.169 3.110

88 89

0.00 3.10 0.00 0.00 3.10 0.00 SCHED 40 WET STEEL

28.88 30.14

2.00 2.067 120

0.00 90.47 8.65

0.07812 T 0

6.10 10.00 16.10

1.258 0.000 1.258

6 90

4.48 10.80 25.14 0.00 10.80 0.00 SCHED 40 WET STEEL

31.50 32.29

1.00 1.049 120

25.14 25.14 9.33

0.19882 E 0

2.00 2.00 4.00

0.795 0.000 0.795

89 90

0.00 3.10 0.00 0.00 10.80 0.00 SCHED 40 WET STEEL

30.14 32.29

2.00 2.067 120

0.00 113.76 10.88

0.11936 3ET 0

21.00 25.00 46.00

5.490 -3.334 2.156

7 91

4.48 15.00 23.51 0.00 14.50 0.00 SCHED 40 WET STEEL

27.55 28.38

1.00 1.049 120

23.51 23.51 8.73

0.17564 E 0

1.50 2.00 3.50

0.615 0.217 0.831

C:\ ...\Z12 Train A - Exchangers - Area G.fiw

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Tuesday, January 15, 2019, 8:26 AM

Fire - Fire Sprinkler Hydraulics Calculation Program Jacobs ZATE Al-Khobar, 31952

Elite Software Development, Inc. UPGRADE HYDROPROCESSING INTEGRITY-RR Page 36

Fire Sprinkler Output Data Group Peak Pipe Output Data Beg. End. Node

Nodal KFactor (K)

Elevation (feet)

Spk/Hose Discharge (gpm)

Residual Nom. Dia. Pressure Inside Dia. (psi) C-Value

q (gpm) Q (gpm) Velocity (fps)

F. L./ft (psi/ft) Fittings Type-Grp

Pipe-Len. Fit-Len. Tot-Len. (ft)

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

8 92

4.48 15.00 23.53 0.00 14.50 0.00 SCHED 40 WET STEEL

27.59 28.51

1.00 1.049 120

23.53 23.53 8.73

0.17586 E 0

2.00 2.00 4.00

0.703 0.217 0.920

91 92

0.00 14.50 0.00 0.00 14.50 0.00 SCHED 40 WET STEEL

28.38 28.51

2.00 2.067 120

0.00 23.51 2.25

0.00646 T 0

9.50 10.00 19.50

0.126 0.000 0.126

9 93

4.48 15.00 23.70 0.00 14.50 0.00 SCHED 40 WET STEEL

27.98 28.91

1.00 1.049 120

23.70 23.70 8.80

0.17821 E 0

2.00 2.00 4.00

0.713 0.217 0.929

92 93

0.00 14.50 0.00 0.00 14.50 0.00 SCHED 40 WET STEEL

28.51 28.91

2.00 2.067 120

0.00 47.04 4.50

0.02330 T 0

7.50 10.00 17.50

0.408 0.000 0.408

10 94

4.48 15.00 24.06 0.00 14.50 0.00 SCHED 40 WET STEEL

28.83 29.78

1.00 1.049 120

24.06 24.06 8.93

0.18319 E 0

2.00 2.00 4.00

0.733 0.217 0.949

93 94

0.00 14.50 0.00 0.00 14.50 0.00 SCHED 40 WET STEEL

28.91 29.78

2.00 2.067 120

0.00 70.74 6.76

0.04956 T 0

7.50 10.00 17.50

0.867 0.000 0.867

11 95

4.48 15.00 23.24 0.00 14.50 0.00 SCHED 40 WET STEEL

26.90 27.72

1.00 1.049 120

23.24 23.24 8.63

0.17182 E 0

1.50 2.00 3.50

0.601 0.217 0.818

12 96

4.48 14.10 23.30 0.00 14.50 0.00 SCHED 40 WET STEEL

27.05 27.92

1.00 1.049 120

23.30 23.30 8.65

0.17272 E 0

4.00 2.00 6.00

1.036 -0.173 0.863

95 96

0.00 14.50 0.00 0.00 14.50 0.00 SCHED 40 WET STEEL

27.72 27.92

2.00 2.067 120

0.00 23.24 2.22

0.00632 2ET 0

11.10 20.00 31.10

0.196 0.000 0.196

13 97

4.48 15.00 23.56 0.00 14.50 0.00 SCHED 40 WET STEEL

27.66 28.58

1.00 1.049 120

23.56 23.56 8.75

0.17628 E 0

2.00 2.00 4.00

0.705 0.217 0.922

96 97

0.00 14.50 0.00 0.00 14.50 0.00 SCHED 40 WET STEEL

27.92 28.58

2.00 2.067 120

0.00 46.54 4.45

0.02284 2ET 0

9.00 20.00 29.00

0.662 0.000 0.662

14 98

4.48 15.00 23.91 0.00 14.50 0.00 SCHED 40 WET STEEL

28.49 29.43

1.00 1.049 120

23.91 23.91 8.88

0.18119 E 0

2.00 2.00 4.00

0.725 0.217 0.941

C:\ ...\Z12 Train A - Exchangers - Area G.fiw

235 of 342

Tuesday, January 15, 2019, 8:26 AM

Fire - Fire Sprinkler Hydraulics Calculation Program Jacobs ZATE Al-Khobar, 31952

Elite Software Development, Inc. UPGRADE HYDROPROCESSING INTEGRITY-RR Page 37

Fire Sprinkler Output Data Group Peak Pipe Output Data Beg. End. Node

Nodal KFactor (K)

Elevation (feet)

Spk/Hose Discharge (gpm)

Residual Nom. Dia. Pressure Inside Dia. (psi) C-Value

q (gpm) Q (gpm) Velocity (fps)

F. L./ft (psi/ft) Fittings Type-Grp

Pipe-Len. Fit-Len. Tot-Len. (ft)

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

97 98

0.00 14.50 0.00 0.00 14.50 0.00 SCHED 40 WET STEEL

28.58 29.43

2.00 2.067 120

0.00 70.10 6.70

0.04873 T 0

7.50 10.00 17.50

0.853 0.000 0.853

15 99

4.48 5.80 22.43 0.00 3.10 0.00 SCHED 40 WET STEEL

25.06 28.16

1.00 1.049 120

22.43 22.43 8.33

0.16094 2E 0

8.00 4.00 12.00

1.931 1.169 3.100

16 100

4.48 5.80 22.94 0.00 3.10 0.00 SCHED 40 WET STEEL

26.23 28.24

1.00 1.049 120

22.94 22.94 8.52

0.16784 E 0

3.00 2.00 5.00

0.839 1.169 2.008

99 100

0.00 3.10 0.00 0.00 3.10 0.00 SCHED 40 WET STEEL

28.16 28.24

2.00 2.067 120

0.00 22.43 2.14

0.00592 T 0

2.20 10.00 12.20

0.072 0.000 0.072

17 101

4.48 6.20 22.62 0.00 3.10 0.00 SCHED 40 WET STEEL

25.50 28.80

1.00 1.049 120

22.62 22.62 8.40

0.16352 2E 0

8.00 4.00 12.00

1.962 1.342 3.304

100 101

0.00 3.10 0.00 0.00 3.10 0.00 SCHED 40 WET STEEL

28.24 28.80

2.00 2.067 120

0.00 45.37 4.34

0.02179 ET 0

11.00 15.00 26.00

0.567 0.000 0.567

18 102

4.48 6.20 22.91 0.00 3.10 0.00 SCHED 40 WET STEEL

26.14 29.49

1.00 1.049 120

22.91 22.91 8.50

0.16734 2E 0

8.00 4.00 12.00

2.008 1.342 3.350

101 102

0.00 3.10 0.00 0.00 3.10 0.00 SCHED 40 WET STEEL

28.80 29.49

2.00 2.067 120

0.00 67.99 6.50

0.04606 T 0

5.00 10.00 15.00

0.691 0.000 0.691

19 103

4.48 6.20 23.54 0.00 3.70 0.00 SCHED 40 WET STEEL

27.60 30.85

1.00 1.049 120

23.54 23.54 8.74

0.17596 2E 0

8.30 4.00 12.30

2.164 1.082 3.247

102 103

0.00 3.10 0.00 0.00 3.70 0.00 SCHED 40 WET STEEL

29.49 30.85

2.00 2.067 120

0.00 90.90 8.69

0.07881 ET 0

5.50 15.00 20.50

1.616 -0.260 1.356

20 104

4.48 10.80 25.50 0.00 10.80 0.00 SCHED 40 WET STEEL

32.39 33.21

1.00 1.049 120

25.50 25.50 9.47

0.20401 E 0

2.00 2.00 4.00

0.816 0.000 0.816

103 104

0.00 3.70 0.00 0.00 10.80 0.00 SCHED 40 WET STEEL

30.85 33.21

2.00 2.067 120

0.00 114.44 10.94

0.12067 3ET 0

20.00 25.00 45.00

5.430 -3.074 2.356

C:\ ...\Z12 Train A - Exchangers - Area G.fiw

236 of 342

Tuesday, January 15, 2019, 8:26 AM

Fire - Fire Sprinkler Hydraulics Calculation Program Jacobs ZATE Al-Khobar, 31952

Elite Software Development, Inc. UPGRADE HYDROPROCESSING INTEGRITY-RR Page 38

Fire Sprinkler Output Data Group Peak Pipe Output Data Beg. End. Node

Nodal KFactor (K)

Elevation (feet)

Spk/Hose Discharge (gpm)

Residual Nom. Dia. Pressure Inside Dia. (psi) C-Value

q (gpm) Q (gpm) Velocity (fps)

F. L./ft (psi/ft) Fittings Type-Grp

Pipe-Len. Fit-Len. Tot-Len. (ft)

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

21 105

4.48 15.00 23.79 0.00 14.50 0.00 SCHED 40 WET STEEL

28.19 29.04

1.00 1.049 120

23.79 23.79 8.83

0.17944 E 0

1.50 2.00 3.50

0.628 0.217 0.845

22 106

4.48 15.00 23.84 0.00 14.50 0.00 SCHED 40 WET STEEL

28.32 29.17

1.00 1.049 120

23.84 23.84 8.85

0.18018 E 0

1.50 2.00 3.50

0.631 0.217 0.847

105 106

0.00 14.50 0.00 0.00 14.50 0.00 SCHED 40 WET STEEL

29.04 29.17

2.00 2.067 120

0.00 23.79 2.27

0.00660 T 0

9.50 10.00 19.50

0.129 0.000 0.129

23 107

4.48 15.00 24.01 0.00 14.50 0.00 SCHED 40 WET STEEL

28.73 29.58

1.00 1.049 120

24.01 24.01 8.91

0.18258 E 0

1.50 2.00 3.50

0.639 0.217 0.856

106 107

0.00 14.50 0.00 0.00 14.50 0.00 SCHED 40 WET STEEL

29.17 29.58

2.00 2.067 120

0.00 47.63 4.55

0.02384 T 0

7.50 10.00 17.50

0.417 0.000 0.417

24 108

4.48 15.00 24.37 0.00 14.50 0.00 SCHED 40 WET STEEL

29.60 30.47

1.00 1.049 120

24.37 24.37 9.05

0.18769 E 0

1.50 2.00 3.50

0.657 0.217 0.873

107 108

0.00 14.50 0.00 0.00 14.50 0.00 SCHED 40 WET STEEL

29.58 30.47

2.00 2.067 120

0.00 71.64 6.85

0.05073 T 0

7.50 10.00 17.50

0.888 0.000 0.888

25 109

4.48 15.00 23.70 0.00 14.50 0.00 SCHED 40 WET STEEL

27.98 28.82

1.00 1.049 120

23.70 23.70 8.80

0.17820 E 0

1.50 2.00 3.50

0.624 0.217 0.840

26 110

4.48 15.00 23.45 0.00 14.50 0.00 SCHED 40 WET STEEL

27.41 29.02

1.00 1.049 120

23.45 23.45 8.71

0.17479 2E 0

4.00 4.00 8.00

1.398 0.217 1.615

109 110

0.00 14.50 0.00 0.00 14.50 0.00 SCHED 40 WET STEEL

28.82 29.02

2.00 2.067 120

0.00 23.70 2.27

0.00655 2ET 0

10.00 20.00 30.00

0.197 0.000 0.197

27 111

4.48 15.00 24.02 0.00 14.50 0.00 SCHED 40 WET STEEL

28.75 29.70

1.00 1.049 120

24.02 24.02 8.92

0.18272 E 0

2.00 2.00 4.00

0.731 0.217 0.947

110 111

0.00 14.50 0.00 0.00 14.50 0.00 SCHED 40 WET STEEL

29.02 29.70

2.00 2.067 120

0.00 47.15 4.51

0.02340 2ET 0

9.00 20.00 29.00

0.678 0.000 0.678

C:\ ...\Z12 Train A - Exchangers - Area G.fiw

237 of 342

Tuesday, January 15, 2019, 8:26 AM

Fire - Fire Sprinkler Hydraulics Calculation Program Jacobs ZATE Al-Khobar, 31952

Elite Software Development, Inc. UPGRADE HYDROPROCESSING INTEGRITY-RR Page 39

Fire Sprinkler Output Data Group Peak Pipe Output Data Beg. End. Node

Nodal KFactor (K)

Elevation (feet)

Spk/Hose Discharge (gpm)

Residual Nom. Dia. Pressure Inside Dia. (psi) C-Value

q (gpm) Q (gpm) Velocity (fps)

F. L./ft (psi/ft) Fittings Type-Grp

Pipe-Len. Fit-Len. Tot-Len. (ft)

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

28 112

4.48 15.00 24.38 0.00 14.50 0.00 SCHED 40 WET STEEL

29.61 30.58

1.00 1.049 120

24.38 24.38 9.05

0.18775 E 0

2.00 2.00 4.00

0.751 0.217 0.968

111 112

0.00 14.50 0.00 0.00 14.50 0.00 SCHED 40 WET STEEL

29.70 30.58

2.00 2.067 120

0.00 71.17 6.81

0.05012 T 0

7.50 10.00 17.50

0.877 0.000 0.877

29 113

4.48 5.80 23.13 0.00 3.10 0.00 SCHED 40 WET STEEL

26.65 29.86

1.00 1.049 120

23.13 23.13 8.59

0.17033 2E 0

8.00 4.00 12.00

2.044 1.169 3.213

30 114

4.48 5.80 23.66 0.00 3.10 0.00 SCHED 40 WET STEEL

27.88 29.94

1.00 1.049 120

23.66 23.66 8.78

0.17760 E 0

3.00 2.00 5.00

0.888 1.169 2.057

113 114

0.00 3.10 0.00 0.00 3.10 0.00 SCHED 40 WET STEEL

29.86 29.94

2.00 2.067 120

0.00 23.13 2.21

0.00626 T 0

2.20 10.00 12.20

0.076 0.000 0.076

31 115

4.48 6.20 23.33 0.00 3.10 0.00 SCHED 40 WET STEEL

27.12 30.54

1.00 1.049 120

23.33 23.33 8.66

0.17310 2E 0

8.00 4.00 12.00

2.077 1.342 3.420

114 115

0.00 3.10 0.00 0.00 3.10 0.00 SCHED 40 WET STEEL

29.94 30.54

2.00 2.067 120

0.00 46.78 4.47

0.02306 ET 0

11.00 15.00 26.00

0.600 0.000 0.600

32 116

4.48 6.20 23.62 0.00 3.10 0.00 SCHED 40 WET STEEL

27.80 31.27

1.00 1.049 120

23.62 23.62 8.77

0.17713 2E 0

8.00 4.00 12.00

2.126 1.342 3.468

115 116

0.00 3.10 0.00 0.00 3.10 0.00 SCHED 40 WET STEEL

30.54 31.27

2.00 2.067 120

0.00 70.11 6.70

0.04874 T 0

5.00 10.00 15.00

0.731 0.000 0.731

33 117

4.48 6.20 24.25 0.00 3.70 0.00 SCHED 40 WET STEEL

29.31 32.72

1.00 1.049 120

24.25 24.25 9.00

0.18601 2E 0

8.50 4.00 12.50

2.325 1.082 3.408

116 117

0.00 3.10 0.00 0.00 3.70 0.00 SCHED 40 WET STEEL

31.27 32.72

2.00 2.067 120

0.00 93.73 8.96

0.08341 ET 0

5.50 15.00 20.50

1.710 -0.260 1.450

34 118

4.48 15.00 24.02 0.00 14.50 0.00 SCHED 40 WET STEEL

28.75 29.60

1.00 1.049 120

24.02 24.02 8.92

0.18271 E 0

1.50 2.00 3.50

0.639 0.217 0.856

C:\ ...\Z12 Train A - Exchangers - Area G.fiw

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Fire - Fire Sprinkler Hydraulics Calculation Program Jacobs ZATE Al-Khobar, 31952

Elite Software Development, Inc. UPGRADE HYDROPROCESSING INTEGRITY-RR Page 40

Fire Sprinkler Output Data Group Peak Pipe Output Data Beg. End. Node

Nodal KFactor (K)

Elevation (feet)

Spk/Hose Discharge (gpm)

Residual Nom. Dia. Pressure Inside Dia. (psi) C-Value

q (gpm) Q (gpm) Velocity (fps)

F. L./ft (psi/ft) Fittings Type-Grp

Pipe-Len. Fit-Len. Tot-Len. (ft)

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

35 119

4.48 15.00 24.07 0.00 14.50 0.00 SCHED 40 WET STEEL

28.87 29.73

1.00 1.049 120

24.07 24.07 8.94

0.18344 E 0

1.50 2.00 3.50

0.642 0.217 0.859

118 119

0.00 14.50 0.00 0.00 14.50 0.00 SCHED 40 WET STEEL

29.60 29.73

2.00 2.067 120

0.00 24.02 2.30

0.00672 T 0

9.00 10.00 19.00

0.128 0.000 0.128

36 120

4.48 15.00 24.25 0.00 14.50 0.00 SCHED 40 WET STEEL

29.29 30.16

1.00 1.049 120

24.25 24.25 9.00

0.18589 E 0

1.50 2.00 3.50

0.651 0.217 0.867

119 120

0.00 14.50 0.00 0.00 14.50 0.00 SCHED 40 WET STEEL

29.73 30.16

2.00 2.067 120

0.00 48.09 4.60

0.02427 T 0

7.50 10.00 17.50

0.425 0.000 0.425

37 121

4.48 15.00 24.61 0.00 14.50 0.00 SCHED 40 WET STEEL

30.18 31.06

1.00 1.049 120

24.61 24.61 9.14

0.19108 E 0

1.50 2.00 3.50

0.669 0.217 0.885

120 121

0.00 14.50 0.00 0.00 14.50 0.00 SCHED 40 WET STEEL

30.16 31.06

2.00 2.067 120

0.00 72.34 6.92

0.05165 T 0

7.50 10.00 17.50

0.904 0.000 0.904

38 122

4.48 15.00 22.96 0.00 14.50 0.00 SCHED 40 WET STEEL

26.25 27.90

1.00 1.049 120

22.96 22.96 8.52

0.16799 F2E 0

3.50 5.00 8.50

1.428 0.217 1.644

39 123

4.48 15.00 23.07 0.00 14.50 0.00 SCHED 40 WET STEEL

26.51 28.08

1.00 1.049 120

23.07 23.07 8.56

0.16952 F2E 0

3.00 5.00 8.00

1.356 0.217 1.573

122 123

0.00 14.50 0.00 0.00 14.50 0.00 SCHED 40 WET STEEL

27.90 28.08

2.00 2.067 120

0.00 22.96 2.19

0.00618 2ET 0

10.00 20.00 30.00

0.185 0.000 0.185

40 124

4.48 15.00 23.55 0.00 14.50 0.00 SCHED 40 WET STEEL

27.64 28.57

1.00 1.049 120

23.55 23.55 8.74

0.17620 E 0

2.00 2.00 4.00

0.705 0.217 0.921

123 124

0.00 14.50 0.00 0.00 14.50 0.00 SCHED 40 WET STEEL

28.08 28.57

2.00 2.067 120

0.00 46.02 4.40

0.02237 2FT 0

7.50 14.00 21.50

0.481 0.000 0.481

41 125

4.48 15.00 23.90 0.00 14.50 0.00 SCHED 40 WET STEEL

28.47 29.41

1.00 1.049 120

23.90 23.90 8.87

0.18104 E 0

2.00 2.00 4.00

0.724 0.217 0.941

C:\ ...\Z12 Train A - Exchangers - Area G.fiw

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Tuesday, January 15, 2019, 8:26 AM

Fire - Fire Sprinkler Hydraulics Calculation Program Jacobs ZATE Al-Khobar, 31952

Elite Software Development, Inc. UPGRADE HYDROPROCESSING INTEGRITY-RR Page 41

Fire Sprinkler Output Data Group Peak Pipe Output Data Beg. End. Node

Nodal KFactor (K)

Elevation (feet)

Spk/Hose Discharge (gpm)

Residual Nom. Dia. Pressure Inside Dia. (psi) C-Value

q (gpm) Q (gpm) Velocity (fps)

F. L./ft (psi/ft) Fittings Type-Grp

Pipe-Len. Fit-Len. Tot-Len. (ft)

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

124 125

0.00 14.50 0.00 0.00 14.50 0.00 SCHED 40 WET STEEL

28.57 29.41

2.00 2.067 120

0.00 69.58 6.65

0.04806 T 0

7.50 10.00 17.50

0.841 0.000 0.841

42 126

4.48 10.80 24.43 0.00 14.50 0.00 SCHED 40 WET STEEL

29.74 31.44

1.00 1.049 120

24.43 24.43 9.07

0.18854 5E 0

7.50 10.00 17.50

3.299 -1.602 1.697

125 126

0.00 14.50 0.00 0.00 14.50 0.00 SCHED 40 WET STEEL

29.41 31.44

2.00 2.067 120

0.00 93.48 8.94

0.08299 ET 0

9.50 15.00 24.50

2.033 0.000 2.033

43 127

4.48 5.80 23.10 0.00 3.10 0.00 SCHED 40 WET STEEL

26.59 29.80

1.00 1.049 120

23.10 23.10 8.58

0.17000 2E 0

8.00 4.00 12.00

2.040 1.169 3.209

44 128

4.48 5.80 23.63 0.00 3.10 0.00 SCHED 40 WET STEEL

27.82 29.88

1.00 1.049 120

23.63 23.63 8.77

0.17726 E 0

3.00 2.00 5.00

0.886 1.169 2.055

127 128

0.00 3.10 0.00 0.00 3.10 0.00 SCHED 40 WET STEEL

29.80 29.88

2.00 2.067 120

0.00 23.10 2.21

0.00625 T 0

2.20 10.00 12.20

0.076 0.000 0.076

45 129

4.48 6.20 23.30 0.00 3.10 0.00 SCHED 40 WET STEEL

27.06 30.49

1.00 1.049 120

23.30 23.30 8.65

0.17273 2E 0

8.10 4.00 12.10

2.090 1.342 3.432

128 129

0.00 3.10 0.00 0.00 3.10 0.00 SCHED 40 WET STEEL

29.88 30.49

2.00 2.067 120

0.00 46.73 4.47

0.02301 ET 0

11.50 15.00 26.50

0.610 0.000 0.610

46 130

4.48 6.20 23.59 0.00 3.10 0.00 SCHED 40 WET STEEL

27.74 31.22

1.00 1.049 120

23.59 23.59 8.76

0.17675 2E 0

8.10 4.00 12.10

2.139 1.342 3.481

129 130

0.00 3.10 0.00 0.00 3.10 0.00 SCHED 40 WET STEEL

30.49 31.22

2.00 2.067 120

0.00 70.04 6.70

0.04865 T 0

5.00 10.00 15.00

0.730 0.000 0.730

47 131

4.48 6.20 24.20 0.00 3.70 0.00 SCHED 40 WET STEEL

29.17 32.66

1.00 1.049 120

24.20 24.20 8.98

0.18521 2E 0

9.00 4.00 13.00

2.408 1.082 3.490

130 131

0.00 3.10 0.00 0.00 3.70 0.00 SCHED 40 WET STEEL

31.22 32.66

2.00 2.067 120

0.00 93.63 8.95

0.08324 ET 0

5.50 15.00 20.50

1.706 -0.260 1.447

C:\ ...\Z12 Train A - Exchangers - Area G.fiw

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Tuesday, January 15, 2019, 8:26 AM

Fire - Fire Sprinkler Hydraulics Calculation Program Jacobs ZATE Al-Khobar, 31952

Elite Software Development, Inc. UPGRADE HYDROPROCESSING INTEGRITY-RR Page 42

Fire Sprinkler Output Data Group Peak Pipe Output Data Beg. End. Node

Nodal KFactor (K)

Elevation (feet)

Spk/Hose Discharge (gpm)

Residual Nom. Dia. Pressure Inside Dia. (psi) C-Value

q (gpm) Q (gpm) Velocity (fps)

F. L./ft (psi/ft) Fittings Type-Grp

Pipe-Len. Fit-Len. Tot-Len. (ft)

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

48 132

4.48 10.80 26.10 0.00 10.80 0.00 SCHED 40 WET STEEL

33.94 35.32

1.00 1.049 120

26.10 26.10 9.69

0.21302 2E 0

2.50 4.00 6.50

1.385 0.000 1.385

131 132

0.00 3.70 0.00 0.00 10.80 0.00 SCHED 40 WET STEEL

32.66 35.32

2.00 2.067 120

0.00 117.83 11.27

0.12736 3ET 0

20.00 25.00 45.00

5.731 -3.074 2.657

49 133

4.48 14.70 24.47 0.00 14.50 0.00 SCHED 40 WET STEEL

29.83 30.88

1.00 1.049 120

24.47 24.47 9.08

0.18907 FE 0

2.10 3.00 5.10

0.964 0.087 1.051

50 134

4.48 14.70 24.37 0.00 14.50 0.00 SCHED 40 WET STEEL

29.60 31.10

1.00 1.049 120

24.37 24.37 9.05

0.18772 F2E 0

2.50 5.00 7.50

1.408 0.087 1.494

133 134

0.00 14.50 0.00 0.00 14.50 0.00 SCHED 40 WET STEEL

30.88 31.10

2.00 2.067 120

0.00 24.47 2.34

0.00695 2ET 0

10.50 20.00 30.50

0.212 0.000 0.212

51 135

4.48 15.00 24.80 0.00 14.50 0.00 SCHED 40 WET STEEL

30.65 31.65

1.00 1.049 120

24.80 24.80 9.21

0.19388 E 0

2.00 2.00 4.00

0.776 0.217 0.992

134 135

0.00 14.50 0.00 0.00 14.50 0.00 SCHED 40 WET STEEL

31.10 31.65

2.00 2.067 120

0.00 48.84 4.67

0.02497 2FT 0

8.00 14.00 22.00

0.549 0.000 0.549

52 136

4.48 15.00 25.17 0.00 14.50 0.00 SCHED 40 WET STEEL

31.57 32.58

1.00 1.049 120

25.17 25.17 9.34

0.19922 E 0

2.00 2.00 4.00

0.797 0.217 1.013

135 136

0.00 14.50 0.00 0.00 14.50 0.00 SCHED 40 WET STEEL

31.65 32.58

2.00 2.067 120

0.00 73.65 7.04

0.05339 T 0

7.50 10.00 17.50

0.934 0.000 0.934

53 137

4.48 15.00 24.38 0.00 14.50 0.00 SCHED 40 WET STEEL

29.60 30.48

1.00 1.049 120

24.38 24.38 9.05

0.18773 E 0

1.50 2.00 3.50

0.657 0.217 0.874

54 138

4.48 15.00 24.20 0.00 14.50 0.00 SCHED 40 WET STEEL

29.18 30.69

1.00 1.049 120

24.20 24.20 8.98

0.18523 FE 0

4.00 3.00 7.00

1.297 0.217 1.513

137 138

0.00 14.50 0.00 0.00 14.50 0.00 SCHED 40 WET STEEL

30.48 30.69

2.00 2.067 120

0.00 24.38 2.33

0.00690 2ET 0

11.00 20.00 31.00

0.214 0.000 0.214

C:\ ...\Z12 Train A - Exchangers - Area G.fiw

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Tuesday, January 15, 2019, 8:26 AM

Fire - Fire Sprinkler Hydraulics Calculation Program Jacobs ZATE Al-Khobar, 31952

Elite Software Development, Inc. UPGRADE HYDROPROCESSING INTEGRITY-RR Page 43

Fire Sprinkler Output Data Group Peak Pipe Output Data Beg. End. Node

Nodal KFactor (K)

Elevation (feet)

Spk/Hose Discharge (gpm)

Residual Nom. Dia. Pressure Inside Dia. (psi) C-Value

q (gpm) Q (gpm) Velocity (fps)

F. L./ft (psi/ft) Fittings Type-Grp

Pipe-Len. Fit-Len. Tot-Len. (ft)

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

55 139

4.48 15.00 24.71 0.00 14.50 0.00 SCHED 40 WET STEEL

30.42 31.41

1.00 1.049 120

24.71 24.71 9.17

0.19252 E 0

2.00 2.00 4.00

0.770 0.217 0.987

138 139

0.00 14.50 0.00 0.00 14.50 0.00 SCHED 40 WET STEEL

30.69 31.41

2.00 2.067 120

0.00 48.57 4.64

0.02472 2ET 0

9.00 20.00 29.00

0.717 0.000 0.717

56 140

4.48 15.00 25.07 0.00 14.50 0.00 SCHED 40 WET STEEL

31.33 32.33

1.00 1.049 120

25.07 25.07 9.31

0.19781 E 0

2.00 2.00 4.00

0.791 0.217 1.008

139 140

0.00 14.50 0.00 0.00 14.50 0.00 SCHED 40 WET STEEL

31.41 32.33

2.00 2.067 120

0.00 73.28 7.01

0.05290 T 0

7.50 10.00 17.50

0.926 0.000 0.926

57 141

4.48 5.80 22.71 0.00 3.10 0.00 SCHED 40 WET STEEL

25.71 28.85

1.00 1.049 120

22.71 22.71 8.43

0.16474 2E 0

8.00 4.00 12.00

1.977 1.169 3.146

58 142

4.48 5.80 23.23 0.00 3.10 0.00 SCHED 40 WET STEEL

26.90 28.93

1.00 1.049 120

23.23 23.23 8.63

0.17180 E 0

3.00 2.00 5.00

0.859 1.169 2.028

141 142

0.00 3.10 0.00 0.00 3.10 0.00 SCHED 40 WET STEEL

28.85 28.93

2.00 2.067 120

0.00 22.71 2.17

0.00606 T 0

2.20 10.00 12.20

0.074 0.000 0.074

59 143

4.48 6.20 22.91 0.00 3.10 0.00 SCHED 40 WET STEEL

26.15 29.51

1.00 1.049 120

22.91 22.91 8.51

0.16740 2E 0

8.00 4.00 12.00

2.009 1.342 3.351

142 143

0.00 3.10 0.00 0.00 3.10 0.00 SCHED 40 WET STEEL

28.93 29.51

2.00 2.067 120

0.00 45.95 4.39

0.02230 ET 0

11.00 15.00 26.00

0.580 0.000 0.580

60 144

4.48 6.20 23.20 0.00 3.10 0.00 SCHED 40 WET STEEL

26.81 30.21

1.00 1.049 120

23.20 23.20 8.61

0.17131 2E 0

8.00 4.00 12.00

2.056 1.342 3.398

143 144

0.00 3.10 0.00 0.00 3.10 0.00 SCHED 40 WET STEEL

29.51 30.21

2.00 2.067 120

0.00 68.86 6.58

0.04714 T 0

5.00 10.00 15.00

0.707 0.000 0.707

61 145

4.48 6.20 23.82 0.00 3.70 0.00 SCHED 40 WET STEEL

28.27 31.61

1.00 1.049 120

23.82 23.82 8.84

0.17992 2E 0

8.50 4.00 12.50

2.249 1.082 3.331

C:\ ...\Z12 Train A - Exchangers - Area G.fiw

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Tuesday, January 15, 2019, 8:26 AM

Fire - Fire Sprinkler Hydraulics Calculation Program Jacobs ZATE Al-Khobar, 31952

Elite Software Development, Inc. UPGRADE HYDROPROCESSING INTEGRITY-RR Page 44

Fire Sprinkler Output Data Group Peak Pipe Output Data Beg. End. Node

Nodal KFactor (K)

Elevation (feet)

Spk/Hose Discharge (gpm)

Residual Nom. Dia. Pressure Inside Dia. (psi) C-Value

q (gpm) Q (gpm) Velocity (fps)

F. L./ft (psi/ft) Fittings Type-Grp

Pipe-Len. Fit-Len. Tot-Len. (ft)

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

144 145

0.00 3.10 0.00 0.00 3.70 0.00 SCHED 40 WET STEEL

30.21 31.61

2.00 2.067 120

0.00 92.06 8.80

0.08067 ET 0

5.50 15.00 20.50

1.654 -0.260 1.394

62 146

4.48 10.80 25.83 0.00 10.80 0.00 SCHED 40 WET STEEL

33.25 34.09

1.00 1.049 120

25.83 25.83 9.59

0.20904 E 0

2.00 2.00 4.00

0.836 0.000 0.836

145 146

0.00 3.70 0.00 0.00 10.80 0.00 SCHED 40 WET STEEL

31.61 34.09

2.00 2.067 120

0.00 115.88 11.08

0.12349 3ET 0

20.00 25.00 45.00

5.557 -3.074 2.483

63 147

4.48 15.00 24.43 0.00 14.50 0.00 SCHED 40 WET STEEL

29.74 30.61

1.00 1.049 120

24.43 24.43 9.07

0.18850 E 0

1.50 2.00 3.50

0.660 0.217 0.876

64 148

4.48 15.00 24.44 0.00 14.50 0.00 SCHED 40 WET STEEL

29.77 30.74

1.00 1.049 120

24.44 24.44 9.07

0.18872 E 0

2.00 2.00 4.00

0.755 0.217 0.971

147 148

0.00 14.50 0.00 0.00 14.50 0.00 SCHED 40 WET STEEL

30.61 30.74

2.00 2.067 120

0.00 24.43 2.34

0.00693 T 0

9.00 10.00 19.00

0.132 0.000 0.132

65 149

4.48 15.00 24.62 0.00 14.50 0.00 SCHED 40 WET STEEL

30.20 31.18

1.00 1.049 120

24.62 24.62 9.14

0.19123 E 0

2.00 2.00 4.00

0.765 0.217 0.981

148 149

0.00 14.50 0.00 0.00 14.50 0.00 SCHED 40 WET STEEL

30.74 31.18

2.00 2.067 120

0.00 48.87 4.67

0.02500 T 0

7.50 10.00 17.50

0.438 0.000 0.438

66 150

4.48 15.00 24.99 0.00 14.50 0.00 SCHED 40 WET STEEL

31.11 32.11

1.00 1.049 120

24.99 24.99 9.28

0.19655 E 0

2.00 2.00 4.00

0.786 0.217 1.003

149 150

0.00 14.50 0.00 0.00 14.50 0.00 SCHED 40 WET STEEL

31.18 32.11

2.00 2.067 120

0.00 73.49 7.03

0.05318 T 0

7.50 10.00 17.50

0.931 0.000 0.931

67 151

4.48 15.00 24.23 0.00 14.50 0.00 SCHED 40 WET STEEL

29.26 30.12

1.00 1.049 120

24.23 24.23 9.00

0.18569 E 0

1.50 2.00 3.50

0.650 0.217 0.866

68 152

4.48 15.00 24.06 0.00 14.50 0.00 SCHED 40 WET STEEL

28.84 30.33

1.00 1.049 120

24.06 24.06 8.93

0.18322 FE 0

4.00 3.00 7.00

1.283 0.217 1.499

C:\ ...\Z12 Train A - Exchangers - Area G.fiw

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Tuesday, January 15, 2019, 8:26 AM

Fire - Fire Sprinkler Hydraulics Calculation Program Jacobs ZATE Al-Khobar, 31952

Elite Software Development, Inc. UPGRADE HYDROPROCESSING INTEGRITY-RR Page 45

Fire Sprinkler Output Data Group Peak Pipe Output Data Beg. End. Node

Nodal KFactor (K)

Elevation (feet)

Spk/Hose Discharge (gpm)

Residual Nom. Dia. Pressure Inside Dia. (psi) C-Value

q (gpm) Q (gpm) Velocity (fps)

F. L./ft (psi/ft) Fittings Type-Grp

Pipe-Len. Fit-Len. Tot-Len. (ft)

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

151 152

0.00 14.50 0.00 0.00 14.50 0.00 SCHED 40 WET STEEL

30.12 30.33

2.00 2.067 120

0.00 24.23 2.32

0.00683 2ET 0

11.00 20.00 31.00

0.212 0.000 0.212

69 153

4.48 15.00 24.56 0.00 14.50 0.00 SCHED 40 WET STEEL

30.07 31.04

1.00 1.049 120

24.56 24.56 9.12

0.19044 E 0

2.00 2.00 4.00

0.762 0.217 0.978

152 153

0.00 14.50 0.00 0.00 14.50 0.00 SCHED 40 WET STEEL

30.33 31.04

2.00 2.067 120

0.00 48.29 4.62

0.02445 2ET 0

9.00 20.00 29.00

0.709 0.000 0.709

70 154

4.48 15.00 24.93 0.00 14.50 0.00 SCHED 40 WET STEEL

30.96 31.96

1.00 1.049 120

24.93 24.93 9.25

0.19567 E 0

2.00 2.00 4.00

0.783 0.217 0.999

153 154

0.00 14.50 0.00 0.00 14.50 0.00 SCHED 40 WET STEEL

31.04 31.96

2.00 2.067 120

0.00 72.85 6.97

0.05233 T 0

7.50 10.00 17.50

0.916 0.000 0.916

71 155

4.48 5.80 22.43 0.00 3.10 0.00 SCHED 40 WET STEEL

25.08 28.18

1.00 1.049 120

22.43 22.43 8.33

0.16100 2E 0

8.00 4.00 12.00

1.932 1.169 3.101

72 156

4.48 5.80 22.95 0.00 3.10 0.00 SCHED 40 WET STEEL

26.24 28.25

1.00 1.049 120

22.95 22.95 8.52

0.16791 E 0

3.00 2.00 5.00

0.840 1.169 2.009

155 156

0.00 3.10 0.00 0.00 3.10 0.00 SCHED 40 WET STEEL

28.18 28.25

2.00 2.067 120

0.00 22.43 2.14

0.00592 T 0

2.20 10.00 12.20

0.072 0.000 0.072

73 157

4.48 6.20 22.63 0.00 3.10 0.00 SCHED 40 WET STEEL

25.51 28.82

1.00 1.049 120

22.63 22.63 8.40

0.16359 2E 0

8.00 4.00 12.00

1.963 1.342 3.305

156 157

0.00 3.10 0.00 0.00 3.10 0.00 SCHED 40 WET STEEL

28.25 28.82

2.00 2.067 120

0.00 45.38 4.34

0.02180 ET 0

11.00 15.00 26.00

0.567 0.000 0.567

74 158

4.48 6.20 22.91 0.00 3.10 0.00 SCHED 40 WET STEEL

26.16 29.51

1.00 1.049 120

22.91 22.91 8.51

0.16741 2E 0

8.00 4.00 12.00

2.009 1.342 3.351

157 158

0.00 3.10 0.00 0.00 3.10 0.00 SCHED 40 WET STEEL

28.82 29.51

2.00 2.067 120

0.00 68.01 6.50

0.04607 T 0

5.00 10.00 15.00

0.691 0.000 0.691

C:\ ...\Z12 Train A - Exchangers - Area G.fiw

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Tuesday, January 15, 2019, 8:26 AM

Fire - Fire Sprinkler Hydraulics Calculation Program Jacobs ZATE Al-Khobar, 31952

Elite Software Development, Inc. UPGRADE HYDROPROCESSING INTEGRITY-RR Page 46

Fire Sprinkler Output Data Group Peak Pipe Output Data Beg. End. Node

Nodal KFactor (K)

Elevation (feet)

Spk/Hose Discharge (gpm)

Residual Nom. Dia. Pressure Inside Dia. (psi) C-Value

q (gpm) Q (gpm) Velocity (fps)

F. L./ft (psi/ft) Fittings Type-Grp

Pipe-Len. Fit-Len. Tot-Len. (ft)

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

75 159

4.48 6.20 23.53 0.00 3.70 0.00 SCHED 40 WET STEEL

27.58 30.86

1.00 1.049 120

23.53 23.53 8.73

0.17584 2E 0

8.50 4.00 12.50

2.198 1.082 3.281

158 159

0.00 3.10 0.00 0.00 3.70 0.00 SCHED 40 WET STEEL

29.51 30.86

2.00 2.067 120

0.00 90.92 8.69

0.07884 ET 0

5.50 15.00 20.50

1.616 -0.260 1.356

76 160

4.48 10.80 25.50 0.00 10.80 0.00 SCHED 40 WET STEEL

32.40 33.22

1.00 1.049 120

25.50 25.50 9.47

0.20410 E 0

2.00 2.00 4.00

0.816 0.000 0.816

159 160

0.00 3.70 0.00 0.00 10.80 0.00 SCHED 40 WET STEEL

30.86 33.22

2.00 2.067 120

0.00 114.45 10.94

0.12069 3ET 0

20.00 25.00 45.00

5.431 -3.074 2.357

77 161

4.48 15.00 24.06 0.00 14.50 0.00 SCHED 40 WET STEEL

28.85 29.79

1.00 1.049 120

24.06 24.06 8.93

0.18327 E 0

2.00 2.00 4.00

0.733 0.217 0.950

78 162

4.48 15.00 24.11 0.00 14.50 0.00 SCHED 40 WET STEEL

28.97 29.93

1.00 1.049 120

24.11 24.11 8.95

0.18403 E 0

2.00 2.00 4.00

0.736 0.217 0.953

161 162

0.00 14.50 0.00 0.00 14.50 0.00 SCHED 40 WET STEEL

29.79 29.93

2.00 2.067 120

0.00 24.06 2.30

0.00674 T 0

9.50 10.00 19.50

0.131 0.000 0.131

79 163

4.48 15.00 24.29 0.00 14.50 0.00 SCHED 40 WET STEEL

29.39 30.35

1.00 1.049 120

24.29 24.29 9.02

0.18647 E 0

2.00 2.00 4.00

0.746 0.217 0.962

162 163

0.00 14.50 0.00 0.00 14.50 0.00 SCHED 40 WET STEEL

29.93 30.35

2.00 2.067 120

0.00 48.18 4.61

0.02434 T 0

7.50 10.00 17.50

0.426 0.000 0.426

80 164

4.48 15.00 24.65 0.00 14.50 0.00 SCHED 40 WET STEEL

30.28 31.26

1.00 1.049 120

24.65 24.65 9.15

0.19167 E 0

2.00 2.00 4.00

0.767 0.217 0.983

163 164

0.00 14.50 0.00 0.00 14.50 0.00 SCHED 40 WET STEEL

30.35 31.26

2.00 2.067 120

0.00 72.46 6.93

0.05181 T 0

7.50 10.00 17.50

0.907 0.000 0.907

81 165

4.48 15.00 23.54 0.00 14.50 0.00 SCHED 40 WET STEEL

27.61 29.59

1.00 1.049 120

23.54 23.54 8.74

0.17602 3E 0

4.00 6.00 10.00

1.760 0.217 1.977

C:\ ...\Z12 Train A - Exchangers - Area G.fiw

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Tuesday, January 15, 2019, 8:26 AM

Fire - Fire Sprinkler Hydraulics Calculation Program Jacobs ZATE Al-Khobar, 31952

Elite Software Development, Inc. UPGRADE HYDROPROCESSING INTEGRITY-RR Page 47

Fire Sprinkler Output Data Group Peak Pipe Output Data Beg. End. Node

Nodal KFactor (K)

Elevation (feet)

Spk/Hose Discharge (gpm)

Residual Nom. Dia. Pressure Inside Dia. (psi) C-Value

q (gpm) Q (gpm) Velocity (fps)

F. L./ft (psi/ft) Fittings Type-Grp

Pipe-Len. Fit-Len. Tot-Len. (ft)

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

82 166

4.48 15.00 24.10 0.00 14.50 0.00 SCHED 40 WET STEEL

28.93 29.79

1.00 1.049 120

24.10 24.10 8.95

0.18380 E 0

1.50 2.00 3.50

0.643 0.217 0.860

165 166

0.00 14.50 0.00 0.00 14.50 0.00 SCHED 40 WET STEEL

29.59 29.79

2.00 2.067 120

0.00 23.54 2.25

0.00647 2ET 0

11.50 20.00 31.50

0.204 0.000 0.204

83 167

4.48 15.00 24.27 0.00 14.50 0.00 SCHED 40 WET STEEL

29.34 30.21

1.00 1.049 120

24.27 24.27 9.01

0.18620 E 0

1.50 2.00 3.50

0.652 0.217 0.868

166 167

0.00 14.50 0.00 0.00 14.50 0.00 SCHED 40 WET STEEL

29.79 30.21

2.00 2.067 120

0.00 47.64 4.55

0.02385 T 0

7.50 10.00 17.50

0.417 0.000 0.417

84 168

4.48 15.00 24.63 0.00 14.50 0.00 SCHED 40 WET STEEL

30.22 31.11

1.00 1.049 120

24.63 24.63 9.14

0.19133 E 0

1.50 2.00 3.50

0.670 0.217 0.886

167 168

0.00 14.50 0.00 0.00 14.50 0.00 SCHED 40 WET STEEL

30.21 31.11

2.00 2.067 120

0.00 71.91 6.88

0.05108 T 0

7.50 10.00 17.50

0.894 0.000 0.894

94 169

0.00 14.50 0.00 0.00 14.50 0.00 SCHED 40 WET STEEL

29.78 31.61

2.00 2.067 120

0.00 94.80 9.06

0.08517 2FT 0

7.50 14.00 21.50

1.831 0.000 1.831

98 169

0.00 14.50 0.00 0.00 14.50 0.00 SCHED 40 WET STEEL

29.43 31.61

2.00 2.067 120

0.00 94.01 8.99

0.08387 ET 0

11.00 15.00 26.00

2.181 0.000 2.181

90 170

0.00 10.80 0.00 0.00 12.70 0.00 SCHED 40 WET STEEL

32.29 33.54

2.00 2.067 120

0.00 138.91 13.28

0.17270 T 0

2.00 10.00 12.00

2.072 -0.823 1.250

169 170

0.00 14.50 0.00 0.00 12.70 0.00 SCHED 40 WET STEEL FBE LINED

31.61 33.54

3.00 3.068

0.00 188.81

0.03840 ET

4.50 25.52

1.153 0.779

130

8.19

0

30.02

1.932

108 171

0.00 14.50 0.00 0.00 14.50 0.00 SCHED 40 WET STEEL

30.47 32.52

2.00 2.067 120

0.00 96.01 9.18

0.08720 ET 0

8.50 15.00 23.50

2.049 0.000 2.049

112 171

0.00 14.50 0.00 0.00 14.50 0.00 SCHED 40 WET STEEL

30.58 32.52

2.00 2.067 120

0.00 95.55 9.14

0.08643 2FT 0

8.50 14.00 22.50

1.945 0.000 1.945

C:\ ...\Z12 Train A - Exchangers - Area G.fiw

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Tuesday, January 15, 2019, 8:26 AM

Fire - Fire Sprinkler Hydraulics Calculation Program Jacobs ZATE Al-Khobar, 31952

Elite Software Development, Inc. UPGRADE HYDROPROCESSING INTEGRITY-RR Page 48

Fire Sprinkler Output Data Group Peak Pipe Output Data Beg. End. Node

Nodal KFactor (K)

Elevation (feet)

Spk/Hose Discharge (gpm)

Residual Nom. Dia. Pressure Inside Dia. (psi) C-Value

q (gpm) Q (gpm) Velocity (fps)

F. L./ft (psi/ft) Fittings Type-Grp

Pipe-Len. Fit-Len. Tot-Len. (ft)

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

104 172

0.00 10.80 0.00 0.00 12.70 0.00 SCHED 40 WET STEEL

33.21 34.48

2.00 2.067 120

0.00 139.94 13.38

0.17507 T 0

2.00 10.00 12.00

2.101 -0.823 1.278

171 172

0.00 14.50 0.00 0.00 12.70 0.00 SCHED 40 WET STEEL FBE LINED

32.52 34.48

3.00 3.068

0.00 191.56

0.03944 ET

4.50 25.52

1.184 0.779

130

8.31

0

30.02

1.963

121 173

0.00 14.50 0.00 0.00 14.50 0.00 SCHED 40 WET STEEL

31.06 32.97

2.00 2.067 120

0.00 96.95 9.27

0.08878 ET 0

6.50 15.00 21.50

1.909 0.000 1.909

126 173

0.00 14.50 0.00 0.00 14.50 0.00 SCHED 40 WET STEEL

31.44 32.97

2.00 2.067 120

0.00 117.91 11.27

0.12753 T 0

2.00 10.00 12.00

1.530 0.000 1.530

117 174

0.00 3.70 0.00 0.00 14.50 0.00 SCHED 40 WET STEEL

32.72 33.92

2.00 2.067 120

0.00 117.99 11.28

0.12768 3ET 0

21.00 25.00 46.00

5.873 -4.676 1.197

173 174

0.00 14.50 0.00 0.00 14.50 0.00 SCHED 40 WET STEEL FBE LINED

32.97 33.92

3.00 3.068

0.00 214.86

0.04877 T

2.00 17.40

0.946 0.000

130

9.32

0

19.40

0.946

136 175

0.00 14.50 0.00 0.00 14.50 0.00 SCHED 40 WET STEEL

32.58 34.70

2.00 2.067 120

0.00 98.82 9.45

0.09198 ET 0

8.10 15.00 23.10

2.125 0.000 2.125

140 175

0.00 14.50 0.00 0.00 14.50 0.00 SCHED 40 WET STEEL

32.33 34.70

2.00 2.067 120

0.00 98.36 9.40

0.09119 ET 0

11.00 15.00 26.00

2.371 0.000 2.371

132 176

0.00 10.80 0.00 0.00 12.70 0.00 SCHED 40 WET STEEL

35.32 36.71

2.00 2.067 120

0.00 143.93 13.76

0.18442 T 0

2.00 10.00 12.00

2.213 -0.823 1.390

175 176

0.00 14.50 0.00 0.00 12.70 0.00 SCHED 40 WET STEEL FBE LINED

34.70 36.71

3.00 3.068

0.00 197.18

0.04161 ET

4.00 25.52

1.228 0.779

130

8.56

0

29.52

2.008

0.00 14.50 0.00 0.00 14.50 0.00 SCHED 40 WET STEEL

32.11 34.21

2.00 2.067 120

0.00 98.48 9.42

0.09140 ET 0

8.00 15.00 23.00

2.102 0.000 2.102

150 177

C:\ ...\Z12 Train A - Exchangers - Area G.fiw

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Tuesday, January 15, 2019, 8:26 AM

Fire - Fire Sprinkler Hydraulics Calculation Program Jacobs ZATE Al-Khobar, 31952

Elite Software Development, Inc. UPGRADE HYDROPROCESSING INTEGRITY-RR Page 49

Fire Sprinkler Output Data Group Peak Pipe Output Data Beg. End. Node

Nodal KFactor (K)

Elevation (feet)

Spk/Hose Discharge (gpm)

Residual Nom. Dia. Pressure Inside Dia. (psi) C-Value

q (gpm) Q (gpm) Velocity (fps)

F. L./ft (psi/ft) Fittings Type-Grp

Pipe-Len. Fit-Len. Tot-Len. (ft)

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

154 177

0.00 14.50 0.00 0.00 14.50 0.00 SCHED 40 WET STEEL

31.96 34.21

2.00 2.067 120

0.00 97.78 9.35

0.09020 ET 0

10.00 15.00 25.00

2.255 0.000 2.255

146 178

0.00 10.80 0.00 0.00 14.50 0.00 SCHED 40 WET STEEL

34.09 35.00

2.00 2.067 120

0.00 141.71 13.55

0.17921 T 0

4.00 10.00 14.00

2.509 -1.602 0.907

177 178

0.00 14.50 0.00 0.00 14.50 0.00 SCHED 40 WET STEEL FBE LINED

34.21 35.00

3.00 3.068

0.00 196.26

0.04125 T

1.55 17.40

0.782 0.000

130

8.52

0

18.95

0.782

164 179

0.00 14.50 0.00 0.00 14.50 0.00 SCHED 40 WET STEEL

31.26 33.31

2.00 2.067 120

0.00 97.11 9.29

0.08906 ET 0

8.00 15.00 23.00

2.048 0.000 2.048

168 179

0.00 14.50 0.00 0.00 14.50 0.00 SCHED 40 WET STEEL

31.11 33.31

2.00 2.067 120

0.00 96.54 9.23

0.08808 ET 0

10.00 15.00 25.00

2.202 0.000 2.202

160 180

0.00 10.80 0.00 0.00 14.50 0.00 SCHED 40 WET STEEL

33.22 34.07

2.00 2.067 120

0.00 139.95 13.38

0.17511 T 0

4.00 10.00 14.00

2.452 -1.602 0.849

179 180

0.00 14.50 0.00 0.00 14.50 0.00 SCHED 40 WET STEEL FBE LINED

33.31 34.07

3.00 3.068

0.00 193.65

0.04024 T

1.55 17.40

0.763 0.000

130

8.40

0

18.95

0.763

0.00 12.70 0.00 0.00 12.70 0.00 SCHED 40 WET STEEL FBE LINED

33.54 35.61

3.00 3.068

0.00 327.72

0.10651 T

2.00 17.40

2.066 0.000

130

14.22

0

19.40

2.066

0.00 12.70 0.00 0.00 12.70 0.00 SCHED 40 WET STEEL FBE LINED

34.48 36.59

3.00 3.068

0.00 331.50

0.10879 T

2.00 17.40

2.111 0.000

130

14.39

0

19.40

2.111

0.00 12.70 0.00 0.00 12.70 0.00 SCHED 40 WET STEEL FBE LINED

35.61 36.59

4.00 4.026

0.00 327.72

0.02836 T

11.50 23.20

0.984 0.000

130

8.26

0

34.70

0.984

0.00 14.50 0.00 0.00 12.70 0.00 SCHED 40 WET STEEL FBE LINED

33.92 37.48

3.00 3.068

0.00 332.85

0.10961 FT

4.50 20.90

2.784 0.779

130

14.45

0

25.40

3.564

170 181

172 182

181 182

174 183

C:\ ...\Z12 Train A - Exchangers - Area G.fiw

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Tuesday, January 15, 2019, 8:26 AM

Fire - Fire Sprinkler Hydraulics Calculation Program Jacobs ZATE Al-Khobar, 31952

Elite Software Development, Inc. UPGRADE HYDROPROCESSING INTEGRITY-RR Page 50

Fire Sprinkler Output Data Group Peak Pipe Output Data Beg. End. Node 182 183

176 184

183 184

180 185

178 186

185 186

184 187

186 187

187 188

188 189

Nodal KFactor (K)

Elevation (feet)

Spk/Hose Discharge (gpm)

0.00 12.70 0.00 0.00 12.70 0.00 SCHED 40 WET STEEL FBE LINED

36.59 37.48

0.00 12.70 0.00 0.00 12.70 0.00 SCHED 40 WET STEEL FBE LINED

36.71 38.88

0.00 12.70 0.00 0.00 12.70 0.00 SCHED 40 WET STEEL FBE LINED

37.48 38.88

0.00 14.50 0.00 0.00 12.70 0.00 SCHED 40 WET STEEL FBE LINED

34.07 40.38

0.00 14.50 0.00 0.00 12.70 0.00 SCHED 40 WET STEEL FBE LINED

35.00 41.39

0.00 12.70 0.00 0.00 12.70 0.00 SCHED 40 WET STEEL FBE LINED

40.38 41.39

0.00 12.70 0.00 0.00 12.70 0.00 SCHED 40 WET STEEL FBE LINED

38.88 41.96

0.00 12.70 0.00 0.00 12.70 0.00 SCHED 40 WET STEEL FBE LINED

41.39 41.96

0.00 12.70 0.00 0.00 16.80 0.00 SCHED 40 WET STEEL FBE LINED

41.96 42.59

0.00 16.80 0.00 0.00 9.80 0.00 SCHED 40 WET STEEL FBE LINED

42.59 47.94

C:\ ...\Z12 Train A - Exchangers - Area G.fiw

q (gpm) Q (gpm) Velocity (fps)

F. L./ft (psi/ft) Fittings Type-Grp

Pipe-Len. Fit-Len. Tot-Len. (ft)

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

6.00 6.065

0.00 659.22

0.01405 2FT

12.00 51.04

0.885 0.000

130

7.32

0

63.04

0.885

3.00 3.068

0.00 341.11

0.11470 T

1.50 17.40

2.168 0.000

130

14.80

0

18.90

2.168

6.00 6.065

0.00 992.07

0.02992 T

12.00 34.80

1.400 0.000

130

11.02

0

46.80

1.400

3.00 3.068

0.00 333.60

0.11007 3ET

8.50 41.76

5.532 0.779

130

14.48

0

50.26

6.312

3.00 3.068

0.00 337.98

0.11276 3ET

8.00 41.76

5.611 0.779

130

14.67

0

49.76

6.390

4.00 4.026

0.00 333.60

0.02930 T

11.10 23.20

1.005 0.000

130

8.41

0

34.30

1.005

6.00 6.065

0.00 1333.17

0.05169 2FT

8.50 51.04

3.078 0.000

130

14.81

0

59.54

3.078

6.00 6.065

0.00 671.58

0.01454 T

4.50 34.80

0.571 0.000

130

7.46

0

39.30

0.571

8.00 7.981

0.00 2004.75

0.02888 ET

22.00 61.50

2.411 -1.775

130

12.86

0

83.50

0.636

8.00 7.981

0.00 2004.75

0.02888 3E

17.50 62.70

2.316 3.031

130

12.86

0

80.20

5.347

Residual Nom. Dia. Pressure Inside Dia. (psi) C-Value

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Fire - Fire Sprinkler Hydraulics Calculation Program Jacobs ZATE Al-Khobar, 31952

Elite Software Development, Inc. UPGRADE HYDROPROCESSING INTEGRITY-RR Page 51

Fire Sprinkler Output Data Group Peak Pipe Output Data Beg. End. Node 189 190

190 191

191 192

Nodal KFactor (K)

Elevation (feet)

Spk/Hose Discharge (gpm)

q (gpm) Q (gpm) Velocity (fps)

F. L./ft (psi/ft) Fittings Type-Grp

Pipe-Len. Fit-Len. Tot-Len. (ft)

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

8.00 7.981

0.00 2004.75

0.02888 5E

76.50 104.50

5.227 2.944

130

12.86

0

181.00

8.172

8.00 7.981

0.00 2004.75

0.02888 2E2GC

15.50 103.20

3.428 1.299

130

12.86

0

118.70

4.727

8.00 7.981

0.00 2004.75

0.02888 2E

36.50 41.80

2.261 0.866

130

12.86

0

78.30

3.127

Residual Nom. Dia. Pressure Inside Dia. (psi) C-Value

0.00 9.80 0.00 0.00 3.00 0.00 SCHED 40 WET STEEL FBE LINED

47.94 56.11

0.00 3.00 0.00 0.00 0.00 0.00 SCHED 40 WET STEEL FBE LINED

56.11 60.84

0.00 0.00 0.00 0.00 -2.00 0.00 SCHED 40 WET STEEL CEMENT LINE

60.84 63.97

Fitting Legend: F = 45 Degree Elbow, E = 90 Degree Elbow, L = Long Turn Elbow, T = Tee or Cross, B = Butterfly Valve, G = Gate Valve, C = Check Valve

C:\ ...\Z12 Train A - Exchangers - Area G.fiw

250 of 342

Tuesday, January 15, 2019, 8:26 AM

Fire - Fire Sprinkler Hydraulics Calculation Program Jacobs ZATE Al-Khobar, 31952

Elite Software Development, Inc. UPGRADE HYDROPROCESSING INTEGRITY-RR Page 52

Fire Sprinkler Output Data Group Peak Sprinkler Output Data Flowing Sprinkler Node No.

Area Group Code

Sprinkler KFactor (K)

Sprinkler Elevation (feet)

Flowing Density (gpm/ft²)

Sprinkler Discharge (gpm)

1 Sub Totals For Non-Group

4.48

5.80

25.91

76.00 76.00

0.300 0.300

22.80 22.80

2 Sub Totals For Non-Group

4.48

5.80

25.00

76.00 76.00

0.295 0.295

22.40 22.40

3 Sub Totals For Non-Group

4.48

5.80

25.21

76.00 76.00

0.296 0.296

22.49 22.49

4 Sub Totals For Non-Group

4.48

5.80

25.85

76.00 76.00

0.300 0.300

22.78 22.78

5 Sub Totals For Non-Group

4.48

5.80

27.03

76.00 76.00

0.306 0.306

23.29 23.29

6 Sub Totals For Non-Group

4.48

10.80

31.50

76.00 76.00

0.331 0.331

25.14 25.14

7 Sub Totals For Non-Group

4.48

15.00

27.55

76.00 76.00

0.309 0.309

23.51 23.51

8 Sub Totals For Non-Group

4.48

15.00

27.59

76.00 76.00

0.310 0.310

23.53 23.53

9 Sub Totals For Non-Group

4.48

15.00

27.98

76.00 76.00

0.312 0.312

23.70 23.70

10 Sub Totals For Non-Group

4.48

15.00

28.83

76.00 76.00

0.317 0.317

24.06 24.06

11 Sub Totals For Non-Group

4.48

15.00

26.90

76.00 76.00

0.306 0.306

23.24 23.24

12 Sub Totals For Non-Group

4.48

14.10

27.05

76.00 76.00

0.307 0.307

23.30 23.30

13 Sub Totals For Non-Group

4.48

15.00

27.66

76.00 76.00

0.310 0.310

23.56 23.56

14 Sub Totals For Non-Group

4.48

15.00

28.49

76.00 76.00

0.315 0.315

23.91 23.91

15 Sub Totals For Non-Group

4.48

5.80

25.06

76.00 76.00

0.295 0.295

22.43 22.43

16 Sub Totals For Non-Group

4.48

5.80

26.23

76.00 76.00

0.302 0.302

22.94 22.94

17 Sub Totals For Non-Group

4.48

6.20

25.50

76.00 76.00

0.298 0.298

22.62 22.62

C:\ ...\Z12 Train A - Exchangers - Area G.fiw

Residual Flowing Area Pressure (ft²) (psi)

251 of 342

Tuesday, January 15, 2019, 8:26 AM

Fire - Fire Sprinkler Hydraulics Calculation Program Jacobs ZATE Al-Khobar, 31952

Elite Software Development, Inc. UPGRADE HYDROPROCESSING INTEGRITY-RR Page 53

Fire Sprinkler Output Data Group Peak Sprinkler Output Data Flowing Area Group Sprinkler Code Node No. 18 Sub Totals For Non-Group

4.48

Sprinkler Elevation (feet) 6.20

19 Sub Totals For Non-Group

4.48

6.20

27.60

76.00 76.00

0.310 0.310

23.54 23.54

20 Sub Totals For Non-Group

4.48

10.80

32.39

76.00 76.00

0.335 0.335

25.50 25.50

21 Sub Totals For Non-Group

4.48

15.00

28.19

76.00 76.00

0.313 0.313

23.79 23.79

22 Sub Totals For Non-Group

4.48

15.00

28.32

76.00 76.00

0.314 0.314

23.84 23.84

23 Sub Totals For Non-Group

4.48

15.00

28.73

76.00 76.00

0.316 0.316

24.01 24.01

24 Sub Totals For Non-Group

4.48

15.00

29.60

76.00 76.00

0.321 0.321

24.37 24.37

25 Sub Totals For Non-Group

4.48

15.00

27.98

76.00 76.00

0.312 0.312

23.70 23.70

26 Sub Totals For Non-Group

4.48

15.00

27.41

76.00 76.00

0.309 0.309

23.45 23.45

27 Sub Totals For Non-Group

4.48

15.00

28.75

76.00 76.00

0.316 0.316

24.02 24.02

28 Sub Totals For Non-Group

4.48

15.00

29.61

76.00 76.00

0.321 0.321

24.38 24.38

29 Sub Totals For Non-Group

4.48

5.80

26.65

76.00 76.00

0.304 0.304

23.13 23.13

30 Sub Totals For Non-Group

4.48

5.80

27.88

76.00 76.00

0.311 0.311

23.66 23.66

31 Sub Totals For Non-Group

4.48

6.20

27.12

76.00 76.00

0.307 0.307

23.33 23.33

32 Sub Totals For Non-Group

4.48

6.20

27.80

76.00 76.00

0.311 0.311

23.62 23.62

33 Sub Totals For Non-Group

4.48

6.20

29.31

76.00 76.00

0.319 0.319

24.25 24.25

34 Sub Totals For Non-Group

4.48

15.00

28.75

76.00 76.00

0.316 0.316

24.02 24.02

4.48

15.00

28.87

76.00

0.317

24.07

35

Sprinkler KFactor (K)

C:\ ...\Z12 Train A - Exchangers - Area G.fiw

Residual Flowing Area Pressure (ft²) (psi) 26.14 76.00 76.00

252 of 342

Flowing Density (gpm/ft²) 0.301 0.301

Sprinkler Discharge (gpm) 22.91 22.91

Tuesday, January 15, 2019, 8:26 AM

Fire - Fire Sprinkler Hydraulics Calculation Program Jacobs ZATE Al-Khobar, 31952

Elite Software Development, Inc. UPGRADE HYDROPROCESSING INTEGRITY-RR Page 54

Fire Sprinkler Output Data Group Peak Sprinkler Output Data Flowing Area Group Sprinkler Code Node No. Sub Totals For Non-Group

Sprinkler KFactor (K)

Sprinkler Elevation (feet)

Flowing Density (gpm/ft²) 0.317

Sprinkler Discharge (gpm) 24.07

36 Sub Totals For Non-Group

4.48

15.00

29.29

76.00 76.00

0.319 0.319

24.25 24.25

37 Sub Totals For Non-Group

4.48

15.00

30.18

76.00 76.00

0.324 0.324

24.61 24.61

38 Sub Totals For Non-Group

4.48

15.00

26.25

76.00 76.00

0.302 0.302

22.96 22.96

39 Sub Totals For Non-Group

4.48

15.00

26.51

76.00 76.00

0.304 0.304

23.07 23.07

40 Sub Totals For Non-Group

4.48

15.00

27.64

76.00 76.00

0.310 0.310

23.55 23.55

41 Sub Totals For Non-Group

4.48

15.00

28.47

76.00 76.00

0.315 0.315

23.90 23.90

42 Sub Totals For Non-Group

4.48

10.80

29.74

76.00 76.00

0.321 0.321

24.43 24.43

43 Sub Totals For Non-Group

4.48

5.80

26.59

76.00 76.00

0.304 0.304

23.10 23.10

44 Sub Totals For Non-Group

4.48

5.80

27.82

76.00 76.00

0.311 0.311

23.63 23.63

45 Sub Totals For Non-Group

4.48

6.20

27.06

76.00 76.00

0.307 0.307

23.30 23.30

46 Sub Totals For Non-Group

4.48

6.20

27.74

76.00 76.00

0.310 0.310

23.59 23.59

47 Sub Totals For Non-Group

4.48

6.20

29.17

76.00 76.00

0.318 0.318

24.20 24.20

48 Sub Totals For Non-Group

4.48

10.80

33.94

76.00 76.00

0.343 0.343

26.10 26.10

49 Sub Totals For Non-Group

4.48

14.70

29.83

76.00 76.00

0.322 0.322

24.47 24.47

50 Sub Totals For Non-Group

4.48

14.70

29.60

76.00 76.00

0.321 0.321

24.37 24.37

51 Sub Totals For Non-Group

4.48

15.00

30.65

76.00 76.00

0.326 0.326

24.80 24.80

52 Sub Totals For Non-Group

4.48

15.00

31.57

76.00 76.00

0.331 0.331

25.17 25.17

C:\ ...\Z12 Train A - Exchangers - Area G.fiw

Residual Flowing Area Pressure (ft²) (psi) 76.00

253 of 342

Tuesday, January 15, 2019, 8:26 AM

Fire - Fire Sprinkler Hydraulics Calculation Program Jacobs ZATE Al-Khobar, 31952

Elite Software Development, Inc. UPGRADE HYDROPROCESSING INTEGRITY-RR Page 55

Fire Sprinkler Output Data Group Peak Sprinkler Output Data Flowing Sprinkler Node No.

Area Group Code

Sprinkler KFactor (K)

Sprinkler Elevation (feet)

Flowing Density (gpm/ft²)

Sprinkler Discharge (gpm)

53 Sub Totals For Non-Group

4.48

15.00

29.60

76.00 76.00

0.321 0.321

24.38 24.38

54 Sub Totals For Non-Group

4.48

15.00

29.18

76.00 76.00

0.318 0.318

24.20 24.20

55 Sub Totals For Non-Group

4.48

15.00

30.42

76.00 76.00

0.325 0.325

24.71 24.71

56 Sub Totals For Non-Group

4.48

15.00

31.33

76.00 76.00

0.330 0.330

25.07 25.07

57 Sub Totals For Non-Group

4.48

5.80

25.71

76.00 76.00

0.299 0.299

22.71 22.71

58 Sub Totals For Non-Group

4.48

5.80

26.90

76.00 76.00

0.306 0.306

23.23 23.23

59 Sub Totals For Non-Group

4.48

6.20

26.15

76.00 76.00

0.301 0.301

22.91 22.91

60 Sub Totals For Non-Group

4.48

6.20

26.81

76.00 76.00

0.305 0.305

23.20 23.20

61 Sub Totals For Non-Group

4.48

6.20

28.27

76.00 76.00

0.313 0.313

23.82 23.82

62 Sub Totals For Non-Group

4.48

10.80

33.25

76.00 76.00

0.340 0.340

25.83 25.83

63 Sub Totals For Non-Group

4.48

15.00

29.74

76.00 76.00

0.321 0.321

24.43 24.43

64 Sub Totals For Non-Group

4.48

15.00

29.77

76.00 76.00

0.322 0.322

24.44 24.44

65 Sub Totals For Non-Group

4.48

15.00

30.20

76.00 76.00

0.324 0.324

24.62 24.62

66 Sub Totals For Non-Group

4.48

15.00

31.11

76.00 76.00

0.329 0.329

24.99 24.99

67 Sub Totals For Non-Group

4.48

15.00

29.26

76.00 76.00

0.319 0.319

24.23 24.23

68 Sub Totals For Non-Group

4.48

15.00

28.84

76.00 76.00

0.317 0.317

24.06 24.06

69 Sub Totals For Non-Group

4.48

15.00

30.07

76.00 76.00

0.323 0.323

24.56 24.56

C:\ ...\Z12 Train A - Exchangers - Area G.fiw

Residual Flowing Area Pressure (ft²) (psi)

254 of 342

Tuesday, January 15, 2019, 8:26 AM

Fire - Fire Sprinkler Hydraulics Calculation Program Jacobs ZATE Al-Khobar, 31952

Elite Software Development, Inc. UPGRADE HYDROPROCESSING INTEGRITY-RR Page 56

Fire Sprinkler Output Data Group Peak Sprinkler Output Data Flowing Area Group Sprinkler Code Node No. 70 Sub Totals For Non-Group

4.48

Sprinkler Elevation (feet) 15.00

71 Sub Totals For Non-Group

4.48

5.80

25.08

76.00 76.00

0.295 0.295

22.43 22.43

72 Sub Totals For Non-Group

4.48

5.80

26.24

76.00 76.00

0.302 0.302

22.95 22.95

73 Sub Totals For Non-Group

4.48

6.20

25.51

76.00 76.00

0.298 0.298

22.63 22.63

74 Sub Totals For Non-Group

4.48

6.20

26.16

76.00 76.00

0.301 0.301

22.91 22.91

75 Sub Totals For Non-Group

4.48

6.20

27.58

76.00 76.00

0.310 0.310

23.53 23.53

76 Sub Totals For Non-Group

4.48

10.80

32.40

76.00 76.00

0.336 0.336

25.50 25.50

77 Sub Totals For Non-Group

4.48

15.00

28.85

76.00 76.00

0.317 0.317

24.06 24.06

78 Sub Totals For Non-Group

4.48

15.00

28.97

76.00 76.00

0.317 0.317

24.11 24.11

79 Sub Totals For Non-Group

4.48

15.00

29.39

76.00 76.00

0.320 0.320

24.29 24.29

80 Sub Totals For Non-Group

4.48

15.00

30.28

76.00 76.00

0.324 0.324

24.65 24.65

81 Sub Totals For Non-Group

4.48

15.00

27.61

76.00 76.00

0.310 0.310

23.54 23.54

82 Sub Totals For Non-Group

4.48

15.00

28.93

76.00 76.00

0.317 0.317

24.10 24.10

83 Sub Totals For Non-Group

4.48

15.00

29.34

76.00 76.00

0.319 0.319

24.27 24.27

84 Sub Totals For Non-Group

4.48

15.00

30.22

76.00 76.00

0.324 0.324

24.63 24.63

6384.00

0.314

2004.75

Sprinkler KFactor (K)

Residual Flowing Area Pressure (ft²) (psi) 30.96 76.00 76.00

Totals For All Groups

C:\ ...\Z12 Train A - Exchangers - Area G.fiw

255 of 342

Flowing Density (gpm/ft²) 0.328 0.328

Sprinkler Discharge (gpm) 24.93 24.93

Tuesday, January 15, 2019, 8:26 AM

Fire - Fire Sprinkler Hydraulics Calculation Program Jacobs ZATE Al-Khobar, 31952

Elite Software Development, Inc. UPGRADE HYDROPROCESSING INTEGRITY-RR Page 57

Fire Sprinkler Output Summary Hydraulically Most Demanding Sprinkler Node HMD Sprinkler Node Number: HMD Actual Residual Pressure: HMD Actual GPM:

2 25.00 psi 22.40 gpm

Sprinkler Summary Sprinkler System Type: Specified Area Of Application: Adjusted Area Of Application: Minimum Desired Density: Application Average Density: Application Adjusted Density (not required by NFPA 13): Application Average Area Per Sprinkler: Adjusted Area Per Sprinkler (not required by NFPA 13): Sprinkler Flow: Average Sprinkler Flow:

Dry 3820.00 4966.00 0.250 0.525 0.404 45.48 59.12 2004.75 23.87

ft² ft² gpm/ft² gpm/ft² gpm/ft² ft² ft² gpm gpm

Flow Velocity And Imbalance Summary Maximum Flow Velocity ( In Pipe 184 - 187 ) Maximum Velocity Pressure ( In Pipe 184 - 187 ) Allowable Maximum Nodal Pressure Imbalance: Actual Maximum Nodal Pressure Imbalance: Actual Average Nodal Pressure Imbalance: Actual Maximum Nodal Flow Imbalance: Actual Average Nodal Flow Imbalance:

14.81 ft/sec 1.48 psi 0.0000 0.0000 0.0000 0.0000 0.0000

psi psi psi gpm gpm

Overall Network Summary Number Of Unique Pipe Sections: Number Of Flowing Sprinklers: Pipe System Water Volume: Sprinkler Flow: Non-Sprinkler Flow: Minimum Required Residual Pressure At System Inflow Node: Demand Flow At System Inflow Node:

C:\ ...\Z12 Train A - Exchangers - Area G.fiw

191 84 660.07 gal 2004.75 gpm 0.00 gpm 63.97 psi 2004.75 gpm

256 of 342

Tuesday, January 15, 2019, 8:26 AM

Fire - Fire Sprinkler Hydraulics Calculation Program Jacobs ZATE Al-Khobar, 31952

Elite Software Development, Inc. UPGRADE HYDROPROCESSING INTEGRITY-RR Page 58

Fire Sprinkler Output Data Hydraulic Supply/Demand Graph

200 180 160

Pressure psi

146 140 120

100

100 80 60 40

30

20 0 20 40

60

80

100

120

140

160

180

200

Flowrate(x100) gpm

Supply Curve Data Static Pressure: 146 psi Test Residual Pressure: 100 psi Test Flow Rate: 12153 gpm

Demand Curve Data Calculated Residual Pressure: 63.97 psi Calculated Flow Rate: 2004.75 gpm Excess Available Residual Pressure At Calculated Flow: 80.39 psi Pressure Required For First Sprinkler Downstream From Inflow Node To Flow: 5.54 psi

C:\ ...\Z12 Train A - Exchangers - Area G.fiw

257 of 342

Tuesday, January 15, 2019, 8:26 AM

8 3 5 .L E

192

0 3 15

TIE-IN

D P N " 12 0 3 15 8 3 5 .L E

8 "

N P D 8 0 0 0

TIE-IN

8 3 5 .L E

E L .9 10 910

8 " N P 3 D 8 10 0 6 5 2

191

8 " N P D 5 10 0

D V

2073

538

A /G U /G

E L .2 9 8 3

0 5 17

190

2 7 5 0

0 5 5 11

E L .2 9 8 3 16 0 0 16 0 0

2127

189

188 E L .5 11 0

0 3 5

81

15 6

3 0 9

173

E L .4 4 11

D P N " 0 8 5 4 5

15 2

10 0 9

11 9 2

D P N " 2 0 5 3

707

0 0 5

3 8 6

D P N 1" 56 13

355

3" NPD

2" NPD 270

776

1913

188

912

173

776

1" NPD

188

1" NPD

185

3 8 6

D P N 1" 48 13

8 6 7

D P N " 5 4 7 3 3

178 E L .4 7 6 6

D P N 1" 56 2

3" NPD

62 2 2 0

812

355 270

776

1111

776

125

1" NPD

173

184

1" NPD 1915 185

4 5 8 .3 L E

E L .9 2 8

177

D P N " 2 0 0 11

5 7 10

159 185

184

776 188

1" NPD

188

1" NPD

173

1" NPD

9 40

1" NPD

173

184

1" NPD

3 8 3

" 3 5 18 2 8 3

2" NPD

125

776 188

1" NPD

1" NPD

173

D P N " 4

0 3 0 .3 L E

" x4 " 6 D P N " 2 6 5 12

186

D P N 1" 48 13

554

2" NPD

1915 185

270

D P N " 0 2 5 12

2 8 0

D P N 1" 6 5 2

3 " N P D

4 6 7

0 0 4 10 9

4 5 8 .3 L E 4 0 0

D P N " 6 0 0 11

" x6 " 8

1256

557

3" NPD

776 188

1" NPD

9 8 2 " 3 0 0 3

11 4 .4 L E

776

1913

117 187

1" NPD

188

14 7 5

" x6 " 8

187

565

184

0 3 0 .3 L E

939

173

173

1" NPD

173

776 188

116

158

14 7 5

D P N " 2 0 0 11

0 3 0 .3 L E

76

2 2 0

5 5 7

174

0 5 4

557

173

776

1556

1" NPD

125

173

1" NPD

1" NPD

173

D P N " 5 6 4 6 3

183

0 0 4 4 5 8 .3 L E

4 0 0

3" NPD

557

1" NPD

173

0 0 11

33

15 3 5

160

2 2 0 D P N 1" 56 2

126 3 " 2 7 2

5 3 4 " 2 2 5 3 2 2 " N P D

42

6 5 13

1 9 5 " 2

" 3 0 0 3

121

D P N " 2 15 9

2 5 4 4

E L .4 7 6 6

E L .9 3 0

E L .3 8 5 4

D P N " 6 6 4 5 2

172

776

3 " N P D

554

2" NPD

5 4 1

2 6 5

103 3 8 6

104

D P N 1" 56 13

270

187

37

5 3 4 " 2

2 "

N P D 14 0 0

157

180

179

171

1913

188

14 7 5

1" NPD

188

722

173

1" NPD

173

1" NPD 776

102

11 0 0

4 5 0

2 8 6 9

E L .9 3 0

4 17

169

D P N 1" 1 2 3

20 " x4 " 6

182

D P N " 5 2 3 10 0 3 0 .3 L E

557

3" NPD

E L .3 8 5 4

188

1" NPD

170 3 " N P D 5 4 1

11 6 4

3 6 14

D P N " 3 4 9 3 3 564

2" NPD

89

6 2 6 5

13 2 5

D P N 1" 1 2 3

90 2360

6 5 13

D P N " 2 12 4

" 3 7 2 3 D P N " 2 1 4 8

115

5 9 4

112

125

15 3 5

6 5 13 2 " N P D 14 0 0

19

88 2 " N P D 18 6 0

5

9

173

1" NPD

776

D P N " 9 2 2 15

" 3

5 0 0

658

6 5 13

188

4

94

0 3 3

188

2 " N P D 14 0 0

7 2 3 14 0 0

1" NPD

188 125

18

1" NPD

1" NPD

10

173

93

87

19 9 5

6 5 13

101 16 9 4

98

0 3 3 2 " N P D 2 2 0 0

99

1" NPD

173

1" NPD

9

1" NPD

188

6 5 13

658

658

3

1" NPD

2 12 0

16 9 5

6 5 13

173

2 2 0 0

92

1" NPD

Z12-E-2A1

0 3 3

2 "

N P D 2 2 0 0

97

19 9 5

14

173

2 4 0 0

Z12-E-2A2

17

2 " N P D 2 2 0 0

0 2 2 2 " N P D 2 2 0 0

E L .3 0 3 0

32

28

24

108

100

0 3 3

Z12-E-2A1

173

1" NPD

0 3 3

1" NPD

188

1" NPD

845

1" NPD

6 8 4

0 0 3

5 5 3

120

6 5 13

111

0 2 2

107

113

0 0 3

2 " N P D 2 2 0 0

75

8 6 7

3 6 4

15 3 5 0 2 2

Z12-E-2A3

0 3 3

6 5 13

0 0 5

8

5 2 8

86 85

13

0 3 3

0 0 3 0 5 4

96

173

1" NPD

658

91

1

7

1" N 14 PD 11

17

15 16

7

4 15

40

173

1" NPD

658

12 5

8 8 2

0 2 2

E L .4 4 11

722

173

1" NPD

9 40

1" NPD

173

13 5

95

0 3 .9 L E

289

9 8 2

15 18

0 3 .9 L E

36

D NP 3" 88 7

2

1" N P D 15 3 6

31

114

23 2 2 0 0

5 5 3

6 5 13

27

Z12-E-2A2

106

3 8 5

12

7

4 6 5

17

2 4 0 0

0 3 .9 L E

13 5 6 8 4

16 0 2 2

110

0 2 2

105

E L .4 4 11

8 8 2

22

124 0 2 2

12 5

15 16

15

11

13 5

109

0 2 2

4 6 5

9 8 2

15 18

21 E L .4 4 11

26

289

1" NPD

3 15

30

3 8 5 173

0 2 2

D P N 1" 06 15

E L .9 3 0

173

2 2 0 0

0 3 3

132 3 8 6

48 2 2 0

131

1" N P D 2 0 0

41 2 " N P D 2 2 0 0

D P N " 2 15 9

3 8 3

" 3 5 18 2 8 3

346

9

Z12-E-2A3

1" N 15 PD 3 6

14 7 5

130

119 25

2 5 4 4

5 3 3

2 0 0

176

188

40

276

164

D P N " 0 2 5 14

146

145 3 8 6

15 3 5

565

19 5

5 19

1381

1" NPD

18 0 5

123

658

29

148

20 8 14

0 2 2

2 4 0 0

173

118

2 " N P D 14 0 0

39

14 7 5

175

E L .3 8 5 4

129

1" NPD

35

173

4 7 5

2 5 4 4

144

E L .3 8 5 4

47

6 0 15

173

3 15

3 8 6

173

1" NPD

0 2 2

1" NPD

122

E L .4 4 11

E L .4 4 11

1" NPD

263

6 15

19 2 5

143

2 8 3

46

6 0 15

19 9 5

61

6 5 13

8" NPD

128

150

2 " N P D 14 0 0

D P N " 0 2 5 14

E L .9 3 0

776

0 0 3

3 15

34

127

19 9 5

D P N " 0 2 5 14

776

6 0 15

173

1" NPD

2

206

29

7

6 0 2

125

17

E L .4 4 11

8 5 5

188

722 184

1" NPD

136

45

15 3 5

" 3 7 2 3 D P N " 2 5 3 9

66

6 5 13

52

12 5

38

0 3 3

0 3 3

154

7 3 3

60

140

15 3 5

Z12-E-2A4

141

2 " N P D 2 2 0 0

Z12-E-2A5

15 3 5

7 3 3 2 " N P D 2 2 0 0

59 0 0 3

142

184

1" NPD

658

542

3 8 3

149

5 5 3

Z12-E-2A6

6 5 13

65

2 " N P D 2 2 0 0

80

74

70

1111

658

56 2 " N P D 2 2 0 0

0 3 .9 L E

6 5 13

3 8 3

135

188

139

7 3 3

2 0 0

5 5 3

173

1" NPD

173

51

134

722

6 8 4

7

Z12-E-2A4

0 3 3

3 2 5

0 3 .9 L E

12 5

0 0 5

16 17

1" N 15 PD 3 6

55

138

43

44

173

1" NPD

9 40

15 16

8 14

1" N 15 PD 3 6

17

3 8 4

2 0 9

2 2 0 0

155

19 9 5

153

7 3 3

58

8 8 2

6 0 2

50 2 0 7 5

289

1" NPD

173

0 0 5

Z12-E-2A5

2 " N P D 2 2 0 0

168

6 5 13

0 3 3

6 8 4

148

1" NPD

49

133

9 8 2

15 18

148 144

3 15

54

137

173

1" NPD

E L .4 4 11

206

6 0 2 3 2 17 9 2

1" NPD

2 4 0 0

69

15 2 2 11 3

73

0 0 5

7 3 3

147

53

163

156

1" NPD

184

1" NPD

152

64

5 5 3

6 5 13

15 16

57

3 8 5

7

151

8 8 2

0 0 3

79

8 2 .9 L E

12 5 17

3 18

3 15

0 0 5

0 2 2

E L .4 4 11

0 2 2

9 8 2

15 0 5

63

E L .4 4 11

68

289

4 6 5

3 8 5 173

1" NPD

7 19

E L .4 4 11

1" N 15 PD 3 6

173

72 722

67

2 2 0 0 1" NPD

162

0 8 2

1" NPD

167

11 3

84 2 " N P D 2 2 0 0

173

173

166

173

78

1" NPD

658

161

0 8 2

2 2 0 0

11 3 2 4 0 0

83 1" NPD

71

Z12-E-2A6

173

1" NPD

4 6 5

0 8 2

15 4 7

1" NPD

11 3

E L .4 4 11

82

7 2 5

173

165

77

1 6 15

181

4 5 8 .3 L E

WATER SPRAY PIPING HYDRAULICS NODE DIAGRAM-EXCHANGERS, TRAIN A, AREA-G Z12-E-2A1/2A2/2A3/2A4/2A5/2A6

E L .9 3 0

258 of 342

UPGRADE HYDROPROCESSING INTEGRITY-RR Fire Sprinkler Reports

for

SAUDI ARAMCO Z12-E-2B1/2B2/2B3/2B4/2B5/2B6 (XV-5163) RIYADH REFINERY

Prepared By: JACOBS ZATE JACOBS ZATE ALKHOBAR SAUDI ARABIA

DECEMBER 2018

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Elite Software Development, Inc. UPGRADE HYDROPROCESSING INTEGRITY-RR Page 2

General Project Data Report General Data Project Title: Designed By: Code Reference: Client Name: Address: Company Name: Company Address: Phone: Building Name: Contact at Building: Address Of Building:

UPGRADE HYDROPROCESSING INTEGRITY-RR JACOBS ZATE NFPA 15, API 2030 & SAES-B-017 Job Number: BI-10-02172-0001 SAUDI ARAMCO Z12-E-2B1/2B2/2B3/2B4/2B5/2B6 (XV-5163) JACOBS ZATE ALKHOBAR Job Number: BI-10-02172-0001 TRAIN B: Z12-E2B1/2B2/2B3/2B4/2B5/2B6 RIYADH REFINERY AREA G

Date: Approving Agency:

Z12 Train B - Exchangers - Area G..fiw DECEMBER 2018 SAUDI ARAMCO

Phone:

SAUDI ARABIA

City, State Zip Code:

RIYADH REFINERY

Representative: City And State:

SAUDI ARABIA

Building Owner:

SAUDI ARAMCO

Phone at Building: City, State Zip Code:

RIYADH

Project File Name:

Project Data Description Of Hazard: HIGH RISK AREA Design Area Of Water Application: 3820 Default Sprinkler K-Factor: 4.48 Inside Hose Stream Allowance: 0.00 In Rack Sprinkler Allowance: 0.00

ft² K gpm gpm

Sprinkler Specifications Make: HD FIRE PROTECT Size: 1/2" WATER SPRAY NOZZLES

Sprinkler System Type: Dry Maximum Area Per Sprinkler: 76 ft² Default Pipe Material: SCHED 40 WET STEEL Outside Hose Stream Allowance: 0.00 gpm

Model: Temperature Rating:

MV-A 100 F

Water Supply Test Data Source Of Information: Test Hydrant ID:

RIYADH REFINERY FrPD FHY-G-03

Hydrant Elevation: Test Flow Rate: Calculated System Flow Rate: Available Residual Pressure At System Flow:

3 ft 12153.0 gpm 0 2004.75 gpm

Date Of Test:

6 JUNE 2017

Static Pressure:

146.00 psi

Test Residual Pressure:

100.00 psi

Calculated Inflow Residual Pressure:

69.01 psi

144.36 psi

Calculation Project Data Calculation Mode: HMD Minimum Residual Pressure: Number Of Active Nodes: Number Of Active Pipes: Number Of Active Sprinklers:

Demand 25.00 psi 192 191 84

C:\ ...\Z12 Train B - Exchangers - Area G.fiw

Minimum Desired Flow Density: Number Of Inactive Pipes: Number Of Inactive Sprinklers:

260 of 342

0.25 gpm/ft² 0 0

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Fire - Fire Sprinkler Hydraulics Calculation Program Jacobs ZATE Al-Khobar, 31952

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Fire Sprinkler Input Data Node Input Data Area Group Branch Dia. (in)

Sprinkler KFactor (K) Branch Len. (ft)

Pressure Estimate (psi) Branch Stnd Fittings

Node Elev (ft) Branch NonStnd Fittings (ft)

Non-Sprinkler Flow (gpm) Branch Sprk KFactor (K)

Sprinkler ----

---0.000

4.48 0.0

25.91 ----

5.80 0.0

0.00 0.00

2

Sprinkler ----

---0.000

4.48 0.0

25.00 ----

5.80 0.0

0.00 0.00

3

Sprinkler ----

---0.000

4.48 0.0

25.21 ----

5.80 0.0

0.00 0.00

4

Sprinkler ----

---0.000

4.48 0.0

25.85 ----

5.80 0.0

0.00 0.00

5

Sprinkler ----

---0.000

4.48 0.0

27.03 ----

5.80 0.0

0.00 0.00

6

Sprinkler ----

---0.000

4.48 0.0

31.50 ----

10.80 0.0

0.00 0.00

7

Sprinkler ----

---0.000

4.48 0.0

27.55 ----

15.00 0.0

0.00 0.00

8

Sprinkler ----

---0.000

4.48 0.0

27.59 ----

15.00 0.0

0.00 0.00

9

Sprinkler ----

---0.000

4.48 0.0

27.98 ----

15.00 0.0

0.00 0.00

10

Sprinkler ----

---0.000

4.48 0.0

28.83 ----

15.00 0.0

0.00 0.00

11

Sprinkler ----

---0.000

4.48 0.0

26.90 ----

15.00 0.0

0.00 0.00

12

Sprinkler ----

---0.000

4.48 0.0

27.05 ----

14.10 0.0

0.00 0.00

13

Sprinkler ----

---0.000

4.48 0.0

27.66 ----

15.00 0.0

0.00 0.00

14

Sprinkler ----

---0.000

4.48 0.0

28.49 ----

15.00 0.0

0.00 0.00

15

Sprinkler ----

---0.000

4.48 0.0

25.06 ----

5.80 0.0

0.00 0.00

16

Sprinkler ----

---0.000

4.48 0.0

26.23 ----

5.80 0.0

0.00 0.00

17

Sprinkler ----

---0.000

4.48 0.0

25.50 ----

6.20 0.0

0.00 0.00

Node No.

Node Description Branch Description

1

C:\ ...\Z12 Train B - Exchangers - Area G.fiw

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Fire Sprinkler Input Data Node Input Data (cont'd) Area Group Branch Dia. (in)

Sprinkler KFactor (K) Branch Len. (ft)

Pressure Estimate (psi) Branch Stnd Fittings

Node Elev (ft) Branch NonStnd Fittings (ft)

Non-Sprinkler Flow (gpm) Branch Sprk KFactor (K)

Sprinkler ----

---0.000

4.48 0.0

26.14 ----

6.20 0.0

0.00 0.00

19

Sprinkler ----

---0.000

4.48 0.0

27.60 ----

6.20 0.0

0.00 0.00

20

Sprinkler ----

---0.000

4.48 0.0

32.39 ----

10.80 0.0

0.00 0.00

21

Sprinkler ----

---0.000

4.48 0.0

28.19 ----

15.00 0.0

0.00 0.00

22

Sprinkler ----

---0.000

4.48 0.0

28.32 ----

15.00 0.0

0.00 0.00

23

Sprinkler ----

---0.000

4.48 0.0

28.73 ----

15.00 0.0

0.00 0.00

24

Sprinkler ----

---0.000

4.48 0.0

29.60 ----

15.00 0.0

0.00 0.00

25

Sprinkler ----

---0.000

4.48 0.0

27.98 ----

15.00 0.0

0.00 0.00

26

Sprinkler ----

---0.000

4.48 0.0

27.41 ----

15.00 0.0

0.00 0.00

27

Sprinkler ----

---0.000

4.48 0.0

28.75 ----

15.00 0.0

0.00 0.00

28

Sprinkler ----

---0.000

4.48 0.0

29.61 ----

15.00 0.0

0.00 0.00

29

Sprinkler ----

---0.000

4.48 0.0

26.65 ----

5.80 0.0

0.00 0.00

30

Sprinkler ----

---0.000

4.48 0.0

27.88 ----

5.80 0.0

0.00 0.00

31

Sprinkler ----

---0.000

4.48 0.0

27.12 ----

6.20 0.0

0.00 0.00

32

Sprinkler ----

---0.000

4.48 0.0

27.80 ----

6.20 0.0

0.00 0.00

33

Sprinkler ----

---0.000

4.48 0.0

29.31 ----

6.20 0.0

0.00 0.00

34

Sprinkler ----

---0.000

4.48 0.0

28.75 ----

15.00 0.0

0.00 0.00

Node No.

Node Description Branch Description

18

C:\ ...\Z12 Train B - Exchangers - Area G.fiw

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Fire Sprinkler Input Data Node Input Data (cont'd) Area Group Branch Dia. (in)

Sprinkler KFactor (K) Branch Len. (ft)

Pressure Estimate (psi) Branch Stnd Fittings

Node Elev (ft) Branch NonStnd Fittings (ft)

Non-Sprinkler Flow (gpm) Branch Sprk KFactor (K)

Sprinkler ----

---0.000

4.48 0.0

28.87 ----

15.00 0.0

0.00 0.00

36

Sprinkler ----

---0.000

4.48 0.0

29.29 ----

15.00 0.0

0.00 0.00

37

Sprinkler ----

---0.000

4.48 0.0

30.18 ----

15.00 0.0

0.00 0.00

38

Sprinkler ----

---0.000

4.48 0.0

26.25 ----

15.00 0.0

0.00 0.00

39

Sprinkler ----

---0.000

4.48 0.0

26.51 ----

15.00 0.0

0.00 0.00

40

Sprinkler ----

---0.000

4.48 0.0

27.64 ----

15.00 0.0

0.00 0.00

41

Sprinkler ----

---0.000

4.48 0.0

28.47 ----

15.00 0.0

0.00 0.00

42

Sprinkler ----

---0.000

4.48 0.0

29.74 ----

10.80 0.0

0.00 0.00

43

Sprinkler ----

---0.000

4.48 0.0

26.59 ----

5.80 0.0

0.00 0.00

44

Sprinkler ----

---0.000

4.48 0.0

27.82 ----

5.80 0.0

0.00 0.00

45

Sprinkler ----

---0.000

4.48 0.0

27.06 ----

6.20 0.0

0.00 0.00

46

Sprinkler ----

---0.000

4.48 0.0

27.74 ----

6.20 0.0

0.00 0.00

47

Sprinkler ----

---0.000

4.48 0.0

29.17 ----

6.20 0.0

0.00 0.00

48

Sprinkler ----

---0.000

4.48 0.0

33.94 ----

10.80 0.0

0.00 0.00

49

Sprinkler ----

---0.000

4.48 0.0

29.83 ----

14.70 0.0

0.00 0.00

50

Sprinkler ----

---0.000

4.48 0.0

29.60 ----

14.70 0.0

0.00 0.00

51

Sprinkler ----

---0.000

4.48 0.0

30.65 ----

15.00 0.0

0.00 0.00

Node No.

Node Description Branch Description

35

C:\ ...\Z12 Train B - Exchangers - Area G.fiw

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Fire Sprinkler Input Data Node Input Data (cont'd) Area Group Branch Dia. (in)

Sprinkler KFactor (K) Branch Len. (ft)

Pressure Estimate (psi) Branch Stnd Fittings

Node Elev (ft) Branch NonStnd Fittings (ft)

Non-Sprinkler Flow (gpm) Branch Sprk KFactor (K)

Sprinkler ----

---0.000

4.48 0.0

31.57 ----

15.00 0.0

0.00 0.00

53

Sprinkler ----

---0.000

4.48 0.0

29.60 ----

15.00 0.0

0.00 0.00

54

Sprinkler ----

---0.000

4.48 0.0

29.18 ----

15.00 0.0

0.00 0.00

55

Sprinkler ----

---0.000

4.48 0.0

30.42 ----

15.00 0.0

0.00 0.00

56

Sprinkler ----

---0.000

4.48 0.0

31.33 ----

15.00 0.0

0.00 0.00

57

Sprinkler ----

---0.000

4.48 0.0

25.71 ----

5.80 0.0

0.00 0.00

58

Sprinkler ----

---0.000

4.48 0.0

26.90 ----

5.80 0.0

0.00 0.00

59

Sprinkler ----

---0.000

4.48 0.0

26.15 ----

6.20 0.0

0.00 0.00

60

Sprinkler ----

---0.000

4.48 0.0

26.81 ----

6.20 0.0

0.00 0.00

61

Sprinkler ----

---0.000

4.48 0.0

28.27 ----

6.20 0.0

0.00 0.00

62

Sprinkler ----

---0.000

4.48 0.0

33.25 ----

10.80 0.0

0.00 0.00

63

Sprinkler ----

---0.000

4.48 0.0

29.74 ----

15.00 0.0

0.00 0.00

64

Sprinkler ----

---0.000

4.48 0.0

29.77 ----

15.00 0.0

0.00 0.00

65

Sprinkler ----

---0.000

4.48 0.0

30.20 ----

15.00 0.0

0.00 0.00

66

Sprinkler ----

---0.000

4.48 0.0

31.11 ----

15.00 0.0

0.00 0.00

67

Sprinkler ----

---0.000

4.48 0.0

29.26 ----

15.00 0.0

0.00 0.00

68

Sprinkler ----

---0.000

4.48 0.0

28.84 ----

15.00 0.0

0.00 0.00

Node No.

Node Description Branch Description

52

C:\ ...\Z12 Train B - Exchangers - Area G.fiw

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Fire Sprinkler Input Data Node Input Data (cont'd) Area Group Branch Dia. (in)

Sprinkler KFactor (K) Branch Len. (ft)

Pressure Estimate (psi) Branch Stnd Fittings

Node Elev (ft) Branch NonStnd Fittings (ft)

Non-Sprinkler Flow (gpm) Branch Sprk KFactor (K)

Sprinkler ----

---0.000

4.48 0.0

30.07 ----

15.00 0.0

0.00 0.00

70

Sprinkler ----

---0.000

4.48 0.0

30.96 ----

15.00 0.0

0.00 0.00

71

Sprinkler ----

---0.000

4.48 0.0

25.08 ----

5.80 0.0

0.00 0.00

72

Sprinkler ----

---0.000

4.48 0.0

26.24 ----

5.80 0.0

0.00 0.00

73

Sprinkler ----

---0.000

4.48 0.0

25.51 ----

6.20 0.0

0.00 0.00

74

Sprinkler ----

---0.000

4.48 0.0

26.16 ----

6.20 0.0

0.00 0.00

75

Sprinkler ----

---0.000

4.48 0.0

27.58 ----

6.20 0.0

0.00 0.00

76

Sprinkler ----

---0.000

4.48 0.0

32.40 ----

10.80 0.0

0.00 0.00

77

Sprinkler ----

---0.000

4.48 0.0

28.85 ----

15.00 0.0

0.00 0.00

78

Sprinkler ----

---0.000

4.48 0.0

28.97 ----

15.00 0.0

0.00 0.00

79

Sprinkler ----

---0.000

4.48 0.0

29.39 ----

15.00 0.0

0.00 0.00

80

Sprinkler ----

---0.000

4.48 0.0

30.28 ----

15.00 0.0

0.00 0.00

81

Sprinkler ----

---0.000

4.48 0.0

27.61 ----

15.00 0.0

0.00 0.00

82

Sprinkler ----

---0.000

4.48 0.0

28.93 ----

15.00 0.0

0.00 0.00

83

Sprinkler ----

---0.000

4.48 0.0

29.34 ----

15.00 0.0

0.00 0.00

84

Sprinkler ----

---0.000

4.48 0.0

30.22 ----

15.00 0.0

0.00 0.00

85

No Discharge ----

---0.000

N/A 0.0

27.58 ----

3.10 0.0

0.00 0.00

Node No.

Node Description Branch Description

69

C:\ ...\Z12 Train B - Exchangers - Area G.fiw

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Fire Sprinkler Input Data Node Input Data (cont'd) Area Group Branch Dia. (in)

Sprinkler KFactor (K) Branch Len. (ft)

Pressure Estimate (psi) Branch Stnd Fittings

Node Elev (ft) Branch NonStnd Fittings (ft)

Non-Sprinkler Flow (gpm) Branch Sprk KFactor (K)

No Discharge ----

---0.000

N/A 0.0

27.65 ----

3.10 0.0

0.00 0.00

87

No Discharge ----

---0.000

N/A 0.0

28.20 ----

3.10 0.0

0.00 0.00

88

No Discharge ----

---0.000

N/A 0.0

28.88 ----

3.10 0.0

0.00 0.00

89

No Discharge ----

---0.000

N/A 0.0

30.14 ----

3.10 0.0

0.00 0.00

90

No Discharge ----

---0.000

N/A 0.0

32.29 ----

10.80 0.0

0.00 0.00

91

No Discharge ----

---0.000

N/A 0.0

28.38 ----

14.50 0.0

0.00 0.00

92

No Discharge ----

---0.000

N/A 0.0

28.51 ----

14.50 0.0

0.00 0.00

93

No Discharge ----

---0.000

N/A 0.0

28.91 ----

14.50 0.0

0.00 0.00

94

No Discharge ----

---0.000

N/A 0.0

29.78 ----

14.50 0.0

0.00 0.00

95

No Discharge ----

---0.000

N/A 0.0

27.72 ----

14.50 0.0

0.00 0.00

96

No Discharge ----

---0.000

N/A 0.0

27.92 ----

14.50 0.0

0.00 0.00

97

No Discharge ----

---0.000

N/A 0.0

28.58 ----

14.50 0.0

0.00 0.00

98

No Discharge ----

---0.000

N/A 0.0

29.43 ----

14.50 0.0

0.00 0.00

99

No Discharge ----

---0.000

N/A 0.0

28.16 ----

3.10 0.0

0.00 0.00

100

No Discharge ----

---0.000

N/A 0.0

28.24 ----

3.10 0.0

0.00 0.00

101

No Discharge ----

---0.000

N/A 0.0

28.80 ----

3.10 0.0

0.00 0.00

102

No Discharge ----

---0.000

N/A 0.0

29.49 ----

3.10 0.0

0.00 0.00

Node No.

Node Description Branch Description

86

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Fire Sprinkler Input Data Node Input Data (cont'd) Area Group Branch Dia. (in)

Sprinkler KFactor (K) Branch Len. (ft)

Pressure Estimate (psi) Branch Stnd Fittings

Node Elev (ft) Branch NonStnd Fittings (ft)

Non-Sprinkler Flow (gpm) Branch Sprk KFactor (K)

No Discharge ----

---0.000

N/A 0.0

30.85 ----

3.70 0.0

0.00 0.00

104

No Discharge ----

---0.000

N/A 0.0

33.21 ----

10.80 0.0

0.00 0.00

105

No Discharge ----

---0.000

N/A 0.0

29.04 ----

14.50 0.0

0.00 0.00

106

No Discharge ----

---0.000

N/A 0.0

29.17 ----

14.50 0.0

0.00 0.00

107

No Discharge ----

---0.000

N/A 0.0

29.58 ----

14.50 0.0

0.00 0.00

108

No Discharge ----

---0.000

N/A 0.0

30.47 ----

14.50 0.0

0.00 0.00

109

No Discharge ----

---0.000

N/A 0.0

28.82 ----

14.50 0.0

0.00 0.00

110

No Discharge ----

---0.000

N/A 0.0

29.02 ----

14.50 0.0

0.00 0.00

111

No Discharge ----

---0.000

N/A 0.0

29.70 ----

14.50 0.0

0.00 0.00

112

No Discharge ----

---0.000

N/A 0.0

30.58 ----

14.50 0.0

0.00 0.00

113

No Discharge ----

---0.000

N/A 0.0

29.86 ----

3.10 0.0

0.00 0.00

114

No Discharge ----

---0.000

N/A 0.0

29.94 ----

3.10 0.0

0.00 0.00

115

No Discharge ----

---0.000

N/A 0.0

30.54 ----

3.10 0.0

0.00 0.00

116

No Discharge ----

---0.000

N/A 0.0

31.27 ----

3.10 0.0

0.00 0.00

117

No Discharge ----

---0.000

N/A 0.0

32.72 ----

3.70 0.0

0.00 0.00

118

No Discharge ----

---0.000

N/A 0.0

29.60 ----

14.50 0.0

0.00 0.00

119

No Discharge ----

---0.000

N/A 0.0

29.73 ----

14.50 0.0

0.00 0.00

Node No.

Node Description Branch Description

103

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Fire Sprinkler Input Data Node Input Data (cont'd) Area Group Branch Dia. (in)

Sprinkler KFactor (K) Branch Len. (ft)

Pressure Estimate (psi) Branch Stnd Fittings

Node Elev (ft) Branch NonStnd Fittings (ft)

Non-Sprinkler Flow (gpm) Branch Sprk KFactor (K)

No Discharge ----

---0.000

N/A 0.0

30.16 ----

14.50 0.0

0.00 0.00

121

No Discharge ----

---0.000

N/A 0.0

31.06 ----

14.50 0.0

0.00 0.00

122

No Discharge ----

---0.000

N/A 0.0

27.90 ----

14.50 0.0

0.00 0.00

123

No Discharge ----

---0.000

N/A 0.0

28.08 ----

14.50 0.0

0.00 0.00

124

No Discharge ----

---0.000

N/A 0.0

28.57 ----

14.50 0.0

0.00 0.00

125

No Discharge ----

---0.000

N/A 0.0

29.41 ----

14.50 0.0

0.00 0.00

126

No Discharge ----

---0.000

N/A 0.0

31.44 ----

14.50 0.0

0.00 0.00

127

No Discharge ----

---0.000

N/A 0.0

29.80 ----

3.10 0.0

0.00 0.00

128

No Discharge ----

---0.000

N/A 0.0

29.88 ----

3.10 0.0

0.00 0.00

129

No Discharge ----

---0.000

N/A 0.0

30.49 ----

3.10 0.0

0.00 0.00

130

No Discharge ----

---0.000

N/A 0.0

31.22 ----

3.10 0.0

0.00 0.00

131

No Discharge ----

---0.000

N/A 0.0

32.66 ----

3.70 0.0

0.00 0.00

132

No Discharge ----

---0.000

N/A 0.0

35.32 ----

10.80 0.0

0.00 0.00

133

No Discharge ----

---0.000

N/A 0.0

30.88 ----

14.50 0.0

0.00 0.00

134

No Discharge ----

---0.000

N/A 0.0

31.10 ----

14.50 0.0

0.00 0.00

135

No Discharge ----

---0.000

N/A 0.0

31.65 ----

14.50 0.0

0.00 0.00

136

No Discharge ----

---0.000

N/A 0.0

32.58 ----

14.50 0.0

0.00 0.00

Node No.

Node Description Branch Description

120

C:\ ...\Z12 Train B - Exchangers - Area G.fiw

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Fire - Fire Sprinkler Hydraulics Calculation Program Jacobs ZATE Al-Khobar, 31952

Elite Software Development, Inc. UPGRADE HYDROPROCESSING INTEGRITY-RR Page 11

Fire Sprinkler Input Data Node Input Data (cont'd) Area Group Branch Dia. (in)

Sprinkler KFactor (K) Branch Len. (ft)

Pressure Estimate (psi) Branch Stnd Fittings

Node Elev (ft) Branch NonStnd Fittings (ft)

Non-Sprinkler Flow (gpm) Branch Sprk KFactor (K)

No Discharge ----

---0.000

N/A 0.0

30.48 ----

14.50 0.0

0.00 0.00

138

No Discharge ----

---0.000

N/A 0.0

30.69 ----

14.50 0.0

0.00 0.00

139

No Discharge ----

---0.000

N/A 0.0

31.41 ----

14.50 0.0

0.00 0.00

140

No Discharge ----

---0.000

N/A 0.0

32.33 ----

14.50 0.0

0.00 0.00

141

No Discharge ----

---0.000

N/A 0.0

28.85 ----

3.10 0.0

0.00 0.00

142

No Discharge ----

---0.000

N/A 0.0

28.93 ----

3.10 0.0

0.00 0.00

143

No Discharge ----

---0.000

N/A 0.0

29.51 ----

3.10 0.0

0.00 0.00

144

No Discharge ----

---0.000

N/A 0.0

30.21 ----

3.10 0.0

0.00 0.00

145

No Discharge ----

---0.000

N/A 0.0

31.61 ----

3.70 0.0

0.00 0.00

146

No Discharge ----

---0.000

N/A 0.0

34.09 ----

10.80 0.0

0.00 0.00

147

No Discharge ----

---0.000

N/A 0.0

30.61 ----

14.50 0.0

0.00 0.00

148

No Discharge ----

---0.000

N/A 0.0

30.74 ----

14.50 0.0

0.00 0.00

149

No Discharge ----

---0.000

N/A 0.0

31.18 ----

14.50 0.0

0.00 0.00

150

No Discharge ----

---0.000

N/A 0.0

32.11 ----

14.50 0.0

0.00 0.00

151

No Discharge ----

---0.000

N/A 0.0

30.12 ----

14.50 0.0

0.00 0.00

152

No Discharge ----

---0.000

N/A 0.0

30.33 ----

14.50 0.0

0.00 0.00

153

No Discharge ----

---0.000

N/A 0.0

31.04 ----

14.50 0.0

0.00 0.00

Node No.

Node Description Branch Description

137

C:\ ...\Z12 Train B - Exchangers - Area G.fiw

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Fire - Fire Sprinkler Hydraulics Calculation Program Jacobs ZATE Al-Khobar, 31952

Elite Software Development, Inc. UPGRADE HYDROPROCESSING INTEGRITY-RR Page 12

Fire Sprinkler Input Data Node Input Data (cont'd) Area Group Branch Dia. (in)

Sprinkler KFactor (K) Branch Len. (ft)

Pressure Estimate (psi) Branch Stnd Fittings

Node Elev (ft) Branch NonStnd Fittings (ft)

Non-Sprinkler Flow (gpm) Branch Sprk KFactor (K)

No Discharge ----

---0.000

N/A 0.0

31.96 ----

14.50 0.0

0.00 0.00

155

No Discharge ----

---0.000

N/A 0.0

28.18 ----

3.10 0.0

0.00 0.00

156

No Discharge ----

---0.000

N/A 0.0

28.25 ----

3.10 0.0

0.00 0.00

157

No Discharge ----

---0.000

N/A 0.0

28.82 ----

3.10 0.0

0.00 0.00

158

No Discharge ----

---0.000

N/A 0.0

29.51 ----

3.10 0.0

0.00 0.00

159

No Discharge ----

---0.000

N/A 0.0

30.86 ----

3.70 0.0

0.00 0.00

160

No Discharge ----

---0.000

N/A 0.0

33.22 ----

10.80 0.0

0.00 0.00

161

No Discharge ----

---0.000

N/A 0.0

29.79 ----

14.50 0.0

0.00 0.00

162

No Discharge ----

---0.000

N/A 0.0

29.93 ----

14.50 0.0

0.00 0.00

163

No Discharge ----

---0.000

N/A 0.0

30.35 ----

14.50 0.0

0.00 0.00

164

No Discharge ----

---0.000

N/A 0.0

31.26 ----

14.50 0.0

0.00 0.00

165

No Discharge ----

---0.000

N/A 0.0

29.59 ----

14.50 0.0

0.00 0.00

166

No Discharge ----

---0.000

N/A 0.0

29.79 ----

14.50 0.0

0.00 0.00

167

No Discharge ----

---0.000

N/A 0.0

30.21 ----

14.50 0.0

0.00 0.00

168

No Discharge ----

---0.000

N/A 0.0

31.11 ----

14.50 0.0

0.00 0.00

169

No Discharge ----

---0.000

N/A 0.0

31.61 ----

14.50 0.0

0.00 0.00

170

No Discharge ----

---0.000

N/A 0.0

33.54 ----

12.70 0.0

0.00 0.00

Node No.

Node Description Branch Description

154

C:\ ...\Z12 Train B - Exchangers - Area G.fiw

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Fire - Fire Sprinkler Hydraulics Calculation Program Jacobs ZATE Al-Khobar, 31952

Elite Software Development, Inc. UPGRADE HYDROPROCESSING INTEGRITY-RR Page 13

Fire Sprinkler Input Data Node Input Data (cont'd) Area Group Branch Dia. (in)

Sprinkler KFactor (K) Branch Len. (ft)

Pressure Estimate (psi) Branch Stnd Fittings

Node Elev (ft) Branch NonStnd Fittings (ft)

Non-Sprinkler Flow (gpm) Branch Sprk KFactor (K)

No Discharge ----

---0.000

N/A 0.0

32.52 ----

14.50 0.0

0.00 0.00

172

No Discharge ----

---0.000

N/A 0.0

34.48 ----

12.70 0.0

0.00 0.00

173

No Discharge ----

---0.000

N/A 0.0

32.97 ----

14.50 0.0

0.00 0.00

174

No Discharge ----

---0.000

N/A 0.0

33.92 ----

14.50 0.0

0.00 0.00

175

No Discharge ----

---0.000

N/A 0.0

34.70 ----

14.50 0.0

0.00 0.00

176

No Discharge ----

---0.000

N/A 0.0

36.71 ----

12.70 0.0

0.00 0.00

177

No Discharge ----

---0.000

N/A 0.0

34.21 ----

14.50 0.0

0.00 0.00

178

No Discharge ----

---0.000

N/A 0.0

35.00 ----

14.50 0.0

0.00 0.00

179

No Discharge ----

---0.000

N/A 0.0

33.31 ----

14.50 0.0

0.00 0.00

180

No Discharge ----

---0.000

N/A 0.0

34.07 ----

14.50 0.0

0.00 0.00

181

No Discharge ----

---0.000

N/A 0.0

35.61 ----

12.70 0.0

0.00 0.00

182

No Discharge ----

---0.000

N/A 0.0

36.59 ----

12.70 0.0

0.00 0.00

183

No Discharge ----

---0.000

N/A 0.0

37.48 ----

12.70 0.0

0.00 0.00

184

No Discharge ----

---0.000

N/A 0.0

38.88 ----

12.70 0.0

0.00 0.00

185

No Discharge ----

---0.000

N/A 0.0

40.38 ----

12.70 0.0

0.00 0.00

186

No Discharge ----

---0.000

N/A 0.0

41.39 ----

12.70 0.0

0.00 0.00

187

No Discharge ----

---0.000

N/A 0.0

41.96 ----

12.70 0.0

0.00 0.00

Node No.

Node Description Branch Description

171

C:\ ...\Z12 Train B - Exchangers - Area G.fiw

271 of 342

Tuesday, January 15, 2019, 8:26 AM

Fire - Fire Sprinkler Hydraulics Calculation Program Jacobs ZATE Al-Khobar, 31952

Elite Software Development, Inc. UPGRADE HYDROPROCESSING INTEGRITY-RR Page 14

Fire Sprinkler Input Data Node Input Data (cont'd) Area Group Branch Dia. (in)

Sprinkler KFactor (K) Branch Len. (ft)

Pressure Estimate (psi) Branch Stnd Fittings

Node Elev (ft) Branch NonStnd Fittings (ft)

Non-Sprinkler Flow (gpm) Branch Sprk KFactor (K)

No Discharge ----

---0.000

N/A 0.0

45.45 ----

12.80 0.0

0.00 0.00

189

No Discharge ----

---0.000

N/A 0.0

46.52 ----

16.50 0.0

0.00 0.00

190

No Discharge ----

---0.000

N/A 0.0

47.27 ----

23.50 0.0

0.00 0.00

191

No Discharge ----

---0.000

N/A 0.0

65.07 ----

0.00 0.0

0.00 0.00

192

No Discharge ----

---0.000

N/A 0.0

69.01 ----

-4.50 0.0

0.00 0.00

Node No.

Node Description Branch Description

188

C:\ ...\Z12 Train B - Exchangers - Area G.fiw

272 of 342

Tuesday, January 15, 2019, 8:26 AM

Fire - Fire Sprinkler Hydraulics Calculation Program Jacobs ZATE Al-Khobar, 31952

Elite Software Development, Inc. UPGRADE HYDROPROCESSING INTEGRITY-RR Page 15

Fire Sprinkler Input Data Pipe Input Data Nominal Diameter (inch)

Type Group

Nominal Length (feet)

Fitting Length (feet)

SCHED 40 WET STEEL

1.000

0

3.00

0.00

3.00

120

86

SCHED 40 WET STEEL

1.000

0

2E

5.25

4.00

9.25

120

3

87

SCHED 40 WET STEEL

1.000

0

2E

7.25

4.00

11.25

120

4

88

SCHED 40 WET STEEL

1.000

0

2E

7.25

4.00

11.25

120

5

89

SCHED 40 WET STEEL

1.000

0

2E

7.25

4.00

11.25

120

6

90

SCHED 40 WET STEEL

1.000

0

E

2.00

2.00

4.00

120

7

91

SCHED 40 WET STEEL

1.000

0

E

1.50

2.00

3.50

120

8

92

SCHED 40 WET STEEL

1.000

0

E

2.00

2.00

4.00

120

9

93

SCHED 40 WET STEEL

1.000

0

E

2.00

2.00

4.00

120

10

94

SCHED 40 WET STEEL

1.000

0

E

2.00

2.00

4.00

120

11

95

SCHED 40 WET STEEL

1.000

0

E

1.50

2.00

3.50

120

12

96

SCHED 40 WET STEEL

1.000

0

E

4.00

2.00

6.00

120

13

97

SCHED 40 WET STEEL

1.000

0

E

2.00

2.00

4.00

120

14

98

SCHED 40 WET STEEL

1.000

0

E

2.00

2.00

4.00

120

15

99

SCHED 40 WET STEEL

1.000

0

2E

8.00

4.00

12.00

120

16

100

SCHED 40 WET STEEL

1.000

0

E

3.00

2.00

5.00

120

17

101

SCHED 40 WET STEEL

1.000

0

2E

8.00

4.00

12.00

120

18

102

SCHED 40 WET STEEL

1.000

0

2E

8.00

4.00

12.00

120

19

103

SCHED 40 WET STEEL

1.000

0

2E

8.30

4.00

12.30

120

20

104

SCHED 40 WET STEEL

1.000

0

E

2.00

2.00

4.00

120

21

105

SCHED 40 WET STEEL

1.000

0

E

1.50

2.00

3.50

120

22

106

SCHED 40 WET STEEL

1.000

0

E

1.50

2.00

3.50

120

23

107

SCHED 40 WET STEEL

1.000

0

E

1.50

2.00

3.50

120

24

108

SCHED 40 WET STEEL

1.000

0

E

1.50

2.00

3.50

120

25

109

SCHED 40 WET STEEL

1.000

0

E

1.50

2.00

3.50

120

26

110

SCHED 40 WET STEEL

1.000

0

2E

4.00

4.00

8.00

120

Beg. Node

End. Node

Pipe Description

1

85

2

C:\ ...\Z12 Train B - Exchangers - Area G.fiw

Fitting Data

273 of 342

Total CFactor Length (gpm/inch(feet) psi)

Tuesday, January 15, 2019, 8:26 AM

Fire - Fire Sprinkler Hydraulics Calculation Program Jacobs ZATE Al-Khobar, 31952

Elite Software Development, Inc. UPGRADE HYDROPROCESSING INTEGRITY-RR Page 16

Fire Sprinkler Input Data Pipe Input Data (cont'd) Nominal Diameter (inch)

Type Group

Fitting Data

Nominal Length (feet)

Fitting Length (feet)

SCHED 40 WET STEEL

1.000

0

E

2.00

2.00

4.00

120

112

SCHED 40 WET STEEL

1.000

0

E

2.00

2.00

4.00

120

29

113

SCHED 40 WET STEEL

1.000

0

2E

8.00

4.00

12.00

120

30

114

SCHED 40 WET STEEL

1.000

0

E

3.00

2.00

5.00

120

31

115

SCHED 40 WET STEEL

1.000

0

2E

8.00

4.00

12.00

120

32

116

SCHED 40 WET STEEL

1.000

0

2E

8.00

4.00

12.00

120

33

117

SCHED 40 WET STEEL

1.000

0

2E

8.50

4.00

12.50

120

34

118

SCHED 40 WET STEEL

1.000

0

E

1.50

2.00

3.50

120

35

119

SCHED 40 WET STEEL

1.000

0

E

1.50

2.00

3.50

120

36

120

SCHED 40 WET STEEL

1.000

0

E

1.50

2.00

3.50

120

37

121

SCHED 40 WET STEEL

1.000

0

E

1.50

2.00

3.50

120

38

122

SCHED 40 WET STEEL

1.000

0

F2E

3.50

5.00

8.50

120

39

123

SCHED 40 WET STEEL

1.000

0

F2E

3.00

5.00

8.00

120

40

124

SCHED 40 WET STEEL

1.000

0

E

2.00

2.00

4.00

120

41

125

SCHED 40 WET STEEL

1.000

0

E

2.00

2.00

4.00

120

42

126

SCHED 40 WET STEEL

1.000

0

5E

7.50

10.00

17.50

120

43

127

SCHED 40 WET STEEL

1.000

0

2E

8.00

4.00

12.00

120

44

128

SCHED 40 WET STEEL

1.000

0

E

3.00

2.00

5.00

120

45

129

SCHED 40 WET STEEL

1.000

0

2E

8.10

4.00

12.10

120

46

130

SCHED 40 WET STEEL

1.000

0

2E

8.10

4.00

12.10

120

47

131

SCHED 40 WET STEEL

1.000

0

2E

9.00

4.00

13.00

120

48

132

SCHED 40 WET STEEL

1.000

0

2E

2.50

4.00

6.50

120

49

133

SCHED 40 WET STEEL

1.000

0

FE

2.10

3.00

5.10

120

50

134

SCHED 40 WET STEEL

1.000

0

F2E

2.50

5.00

7.50

120

51

135

SCHED 40 WET STEEL

1.000

0

E

2.00

2.00

4.00

120

52

136

SCHED 40 WET STEEL

1.000

0

E

2.00

2.00

4.00

120

Beg. Node

End. Node

Pipe Description

27

111

28

C:\ ...\Z12 Train B - Exchangers - Area G.fiw

274 of 342

Total CFactor Length (gpm/inch(feet) psi)

Tuesday, January 15, 2019, 8:26 AM

Fire - Fire Sprinkler Hydraulics Calculation Program Jacobs ZATE Al-Khobar, 31952

Elite Software Development, Inc. UPGRADE HYDROPROCESSING INTEGRITY-RR Page 17

Fire Sprinkler Input Data Pipe Input Data (cont'd) Nominal Diameter (inch)

Type Group

Fitting Data

Nominal Length (feet)

Fitting Length (feet)

SCHED 40 WET STEEL

1.000

0

E

1.50

2.00

3.50

120

138

SCHED 40 WET STEEL

1.000

0

FE

4.00

3.00

7.00

120

55

139

SCHED 40 WET STEEL

1.000

0

E

2.00

2.00

4.00

120

56

140

SCHED 40 WET STEEL

1.000

0

E

2.00

2.00

4.00

120

57

141

SCHED 40 WET STEEL

1.000

0

2E

8.00

4.00

12.00

120

58

142

SCHED 40 WET STEEL

1.000

0

E

3.00

2.00

5.00

120

59

143

SCHED 40 WET STEEL

1.000

0

2E

8.00

4.00

12.00

120

60

144

SCHED 40 WET STEEL

1.000

0

2E

8.00

4.00

12.00

120

61

145

SCHED 40 WET STEEL

1.000

0

2E

8.50

4.00

12.50

120

62

146

SCHED 40 WET STEEL

1.000

0

E

2.00

2.00

4.00

120

63

147

SCHED 40 WET STEEL

1.000

0

E

1.50

2.00

3.50

120

64

148

SCHED 40 WET STEEL

1.000

0

E

2.00

2.00

4.00

120

65

149

SCHED 40 WET STEEL

1.000

0

E

2.00

2.00

4.00

120

66

150

SCHED 40 WET STEEL

1.000

0

E

2.00

2.00

4.00

120

67

151

SCHED 40 WET STEEL

1.000

0

E

1.50

2.00

3.50

120

68

152

SCHED 40 WET STEEL

1.000

0

FE

4.00

3.00

7.00

120

69

153

SCHED 40 WET STEEL

1.000

0

E

2.00

2.00

4.00

120

70

154

SCHED 40 WET STEEL

1.000

0

E

2.00

2.00

4.00

120

71

155

SCHED 40 WET STEEL

1.000

0

2E

8.00

4.00

12.00

120

72

156

SCHED 40 WET STEEL

1.000

0

E

3.00

2.00

5.00

120

73

157

SCHED 40 WET STEEL

1.000

0

2E

8.00

4.00

12.00

120

74

158

SCHED 40 WET STEEL

1.000

0

2E

8.00

4.00

12.00

120

75

159

SCHED 40 WET STEEL

1.000

0

2E

8.50

4.00

12.50

120

76

160

SCHED 40 WET STEEL

1.000

0

E

2.00

2.00

4.00

120

77

161

SCHED 40 WET STEEL

1.000

0

E

2.00

2.00

4.00

120

78

162

SCHED 40 WET STEEL

1.000

0

E

2.00

2.00

4.00

120

Beg. Node

End. Node

Pipe Description

53

137

54

C:\ ...\Z12 Train B - Exchangers - Area G.fiw

275 of 342

Total CFactor Length (gpm/inch(feet) psi)

Tuesday, January 15, 2019, 8:26 AM

Fire - Fire Sprinkler Hydraulics Calculation Program Jacobs ZATE Al-Khobar, 31952

Elite Software Development, Inc. UPGRADE HYDROPROCESSING INTEGRITY-RR Page 18

Fire Sprinkler Input Data Pipe Input Data (cont'd) Nominal Diameter (inch)

Type Group

Fitting Data

Nominal Length (feet)

Fitting Length (feet)

SCHED 40 WET STEEL

1.000

0

E

2.00

2.00

4.00

120

164

SCHED 40 WET STEEL

1.000

0

E

2.00

2.00

4.00

120

81

165

SCHED 40 WET STEEL

1.000

0

3E

4.00

6.00

10.00

120

82

166

SCHED 40 WET STEEL

1.000

0

E

1.50

2.00

3.50

120

83

167

SCHED 40 WET STEEL

1.000

0

E

1.50

2.00

3.50

120

84

168

SCHED 40 WET STEEL

1.000

0

E

1.50

2.00

3.50

120

85

86

SCHED 40 WET STEEL

2.000

0

T

2.50

10.00

12.50

120

86

87

SCHED 40 WET STEEL

2.000

0

ET

10.00

15.00

25.00

120

87

88

SCHED 40 WET STEEL

2.000

0

T

5.00

10.00

15.00

120

88

89

SCHED 40 WET STEEL

2.000

0

T

6.10

10.00

16.10

120

89

90

SCHED 40 WET STEEL

2.000

0

3ET

21.00

25.00

46.00

120

90

170

SCHED 40 WET STEEL

2.000

0

T

2.00

10.00

12.00

120

91

92

SCHED 40 WET STEEL

2.000

0

T

9.50

10.00

19.50

120

92

93

SCHED 40 WET STEEL

2.000

0

T

7.50

10.00

17.50

120

93

94

SCHED 40 WET STEEL

2.000

0

T

7.50

10.00

17.50

120

94

169

SCHED 40 WET STEEL

2.000

0

2FT

7.50

14.00

21.50

120

95

96

SCHED 40 WET STEEL

2.000

0

2ET

11.10

20.00

31.10

120

96

97

SCHED 40 WET STEEL

2.000

0

2ET

9.00

20.00

29.00

120

97

98

SCHED 40 WET STEEL

2.000

0

T

7.50

10.00

17.50

120

98

169

SCHED 40 WET STEEL

2.000

0

ET

11.00

15.00

26.00

120

99

100

SCHED 40 WET STEEL

2.000

0

T

2.20

10.00

12.20

120

100

101

SCHED 40 WET STEEL

2.000

0

ET

11.00

15.00

26.00

120

101

102

SCHED 40 WET STEEL

2.000

0

T

5.00

10.00

15.00

120

102

103

SCHED 40 WET STEEL

2.000

0

ET

5.50

15.00

20.50

120

103

104

SCHED 40 WET STEEL

2.000

0

3ET

20.00

25.00

45.00

120

104

172

SCHED 40 WET STEEL

2.000

0

T

2.00

10.00

12.00

120

Beg. Node

End. Node

Pipe Description

79

163

80

C:\ ...\Z12 Train B - Exchangers - Area G.fiw

276 of 342

Total CFactor Length (gpm/inch(feet) psi)

Tuesday, January 15, 2019, 8:26 AM

Fire - Fire Sprinkler Hydraulics Calculation Program Jacobs ZATE Al-Khobar, 31952

Elite Software Development, Inc. UPGRADE HYDROPROCESSING INTEGRITY-RR Page 19

Fire Sprinkler Input Data Pipe Input Data (cont'd) Nominal Diameter (inch)

Type Group

Fitting Data

Nominal Length (feet)

Fitting Length (feet)

SCHED 40 WET STEEL

2.000

0

T

9.50

10.00

19.50

120

107

SCHED 40 WET STEEL

2.000

0

T

7.50

10.00

17.50

120

107

108

SCHED 40 WET STEEL

2.000

0

T

7.50

10.00

17.50

120

108

171

SCHED 40 WET STEEL

2.000

0

ET

8.50

15.00

23.50

120

109

110

SCHED 40 WET STEEL

2.000

0

2ET

10.00

20.00

30.00

120

110

111

SCHED 40 WET STEEL

2.000

0

2ET

9.00

20.00

29.00

120

111

112

SCHED 40 WET STEEL

2.000

0

T

7.50

10.00

17.50

120

112

171

SCHED 40 WET STEEL

2.000

0

2FT

8.50

14.00

22.50

120

113

114

SCHED 40 WET STEEL

2.000

0

T

2.20

10.00

12.20

120

114

115

SCHED 40 WET STEEL

2.000

0

ET

11.00

15.00

26.00

120

115

116

SCHED 40 WET STEEL

2.000

0

T

5.00

10.00

15.00

120

116

117

SCHED 40 WET STEEL

2.000

0

ET

5.50

15.00

20.50

120

117

174

SCHED 40 WET STEEL

2.000

0

3ET

21.00

25.00

46.00

120

118

119

SCHED 40 WET STEEL

2.000

0

T

9.00

10.00

19.00

120

119

120

SCHED 40 WET STEEL

2.000

0

T

7.50

10.00

17.50

120

120

121

SCHED 40 WET STEEL

2.000

0

T

7.50

10.00

17.50

120

121

173

SCHED 40 WET STEEL

2.000

0

ET

6.50

15.00

21.50

120

122

123

SCHED 40 WET STEEL

2.000

0

2ET

10.00

20.00

30.00

120

123

124

SCHED 40 WET STEEL

2.000

0

2FT

7.50

14.00

21.50

120

124

125

SCHED 40 WET STEEL

2.000

0

T

7.50

10.00

17.50

120

125

126

SCHED 40 WET STEEL

2.000

0

ET

9.50

15.00

24.50

120

126

173

SCHED 40 WET STEEL

2.000

0

T

2.00

10.00

12.00

120

127

128

SCHED 40 WET STEEL

2.000

0

T

2.20

10.00

12.20

120

128

129

SCHED 40 WET STEEL

2.000

0

ET

11.50

15.00

26.50

120

129

130

SCHED 40 WET STEEL

2.000

0

T

5.00

10.00

15.00

120

130

131

SCHED 40 WET STEEL

2.000

0

ET

5.50

15.00

20.50

120

Beg. Node

End. Node

Pipe Description

105

106

106

C:\ ...\Z12 Train B - Exchangers - Area G.fiw

277 of 342

Total CFactor Length (gpm/inch(feet) psi)

Tuesday, January 15, 2019, 8:26 AM

Fire - Fire Sprinkler Hydraulics Calculation Program Jacobs ZATE Al-Khobar, 31952

Elite Software Development, Inc. UPGRADE HYDROPROCESSING INTEGRITY-RR Page 20

Fire Sprinkler Input Data Pipe Input Data (cont'd) Nominal Diameter (inch)

Type Group

Fitting Data

Nominal Length (feet)

Fitting Length (feet)

SCHED 40 WET STEEL

2.000

0

3ET

20.00

25.00

45.00

120

176

SCHED 40 WET STEEL

2.000

0

T

2.00

10.00

12.00

120

133

134

SCHED 40 WET STEEL

2.000

0

2ET

10.50

20.00

30.50

120

134

135

SCHED 40 WET STEEL

2.000

0

2FT

8.00

14.00

22.00

120

135

136

SCHED 40 WET STEEL

2.000

0

T

7.50

10.00

17.50

120

136

175

SCHED 40 WET STEEL

2.000

0

ET

8.10

15.00

23.10

120

137

138

SCHED 40 WET STEEL

2.000

0

2ET

11.00

20.00

31.00

120

138

139

SCHED 40 WET STEEL

2.000

0

2ET

9.00

20.00

29.00

120

139

140

SCHED 40 WET STEEL

2.000

0

T

7.50

10.00

17.50

120

140

175

SCHED 40 WET STEEL

2.000

0

ET

11.00

15.00

26.00

120

141

142

SCHED 40 WET STEEL

2.000

0

T

2.20

10.00

12.20

120

142

143

SCHED 40 WET STEEL

2.000

0

ET

11.00

15.00

26.00

120

143

144

SCHED 40 WET STEEL

2.000

0

T

5.00

10.00

15.00

120

144

145

SCHED 40 WET STEEL

2.000

0

ET

5.50

15.00

20.50

120

145

146

SCHED 40 WET STEEL

2.000

0

3ET

20.00

25.00

45.00

120

146

178

SCHED 40 WET STEEL

2.000

0

T

4.00

10.00

14.00

120

147

148

SCHED 40 WET STEEL

2.000

0

T

9.00

10.00

19.00

120

148

149

SCHED 40 WET STEEL

2.000

0

T

7.50

10.00

17.50

120

149

150

SCHED 40 WET STEEL

2.000

0

T

7.50

10.00

17.50

120

150

177

SCHED 40 WET STEEL

2.000

0

ET

8.00

15.00

23.00

120

151

152

SCHED 40 WET STEEL

2.000

0

2ET

11.00

20.00

31.00

120

152

153

SCHED 40 WET STEEL

2.000

0

2ET

9.00

20.00

29.00

120

153

154

SCHED 40 WET STEEL

2.000

0

T

7.50

10.00

17.50

120

154

177

SCHED 40 WET STEEL

2.000

0

ET

10.00

15.00

25.00

120

155

156

SCHED 40 WET STEEL

2.000

0

T

2.20

10.00

12.20

120

156

157

SCHED 40 WET STEEL

2.000

0

ET

11.00

15.00

26.00

120

Beg. Node

End. Node

Pipe Description

131

132

132

C:\ ...\Z12 Train B - Exchangers - Area G.fiw

278 of 342

Total CFactor Length (gpm/inch(feet) psi)

Tuesday, January 15, 2019, 8:26 AM

Fire - Fire Sprinkler Hydraulics Calculation Program Jacobs ZATE Al-Khobar, 31952

Elite Software Development, Inc. UPGRADE HYDROPROCESSING INTEGRITY-RR Page 21

Fire Sprinkler Input Data Pipe Input Data (cont'd) Nominal Diameter (inch)

Type Group

Fitting Data

Nominal Length (feet)

Fitting Length (feet)

SCHED 40 WET STEEL

2.000

0

T

5.00

10.00

15.00

120

159

SCHED 40 WET STEEL

2.000

0

ET

5.50

15.00

20.50

120

159

160

SCHED 40 WET STEEL

2.000

0

3ET

20.00

25.00

45.00

120

160

180

SCHED 40 WET STEEL

2.000

0

T

4.00

10.00

14.00

120

161

162

SCHED 40 WET STEEL

2.000

0

T

9.50

10.00

19.50

120

162

163

SCHED 40 WET STEEL

2.000

0

T

7.50

10.00

17.50

120

163

164

SCHED 40 WET STEEL

2.000

0

T

7.50

10.00

17.50

120

164

179

SCHED 40 WET STEEL

2.000

0

ET

8.00

15.00

23.00

120

165

166

SCHED 40 WET STEEL

2.000

0

2ET

11.50

20.00

31.50

120

166

167

SCHED 40 WET STEEL

2.000

0

T

7.50

10.00

17.50

120

167

168

SCHED 40 WET STEEL

2.000

0

T

7.50

10.00

17.50

120

168

179

SCHED 40 WET STEEL

2.000

0

ET

10.00

15.00

25.00

120

169

170

SCHED 40 WET STEEL FBE LINED

3.000

0

ET

4.50

25.52

30.02

130

170

181

SCHED 40 WET STEEL FBE LINED

3.000

0

T

2.00

17.40

19.40

130

171

172

SCHED 40 WET STEEL FBE LINED

3.000

0

ET

4.50

25.52

30.02

130

172

182

SCHED 40 WET STEEL FBE LINED

3.000

0

T

2.00

17.40

19.40

130

173

174

SCHED 40 WET STEEL FBE LINED

3.000

0

T

2.00

17.40

19.40

130

174

183

SCHED 40 WET STEEL FBE LINED

3.000

0

FT

4.50

20.90

25.40

130

175

176

SCHED 40 WET STEEL FBE LINED

3.000

0

ET

4.00

25.52

29.52

130

176

184

SCHED 40 WET STEEL FBE LINED

3.000

0

T

1.50

17.40

18.90

130

177

178

SCHED 40 WET STEEL FBE LINED

3.000

0

T

1.55

17.40

18.95

130

Beg. Node

End. Node

Pipe Description

157

158

158

C:\ ...\Z12 Train B - Exchangers - Area G.fiw

279 of 342

Total CFactor Length (gpm/inch(feet) psi)

Tuesday, January 15, 2019, 8:26 AM

Fire - Fire Sprinkler Hydraulics Calculation Program Jacobs ZATE Al-Khobar, 31952

Elite Software Development, Inc. UPGRADE HYDROPROCESSING INTEGRITY-RR Page 22

Fire Sprinkler Input Data Pipe Input Data (cont'd) Nominal Diameter (inch)

Type Group

Fitting Data

Nominal Length (feet)

Fitting Length (feet)

SCHED 40 WET STEEL FBE LINED

3.000

0

3ET

8.00

41.76

49.76

130

180

SCHED 40 WET STEEL FBE LINED

3.000

0

T

1.55

17.40

18.95

130

180

185

SCHED 40 WET STEEL FBE LINED

3.000

0

3ET

8.50

41.76

50.26

130

181

182

SCHED 40 WET STEEL FBE LINED

4.000

0

T

11.50

23.20

34.70

130

182

183

SCHED 40 WET STEEL FBE LINED

6.000

0

2FT

12.00

51.04

63.04

130

183

184

SCHED 40 WET STEEL FBE LINED

6.000

0

T

12.00

34.80

46.80

130

184

187

SCHED 40 WET STEEL FBE LINED

6.000

0

2FT

8.50

51.04

59.54

130

185

186

SCHED 40 WET STEEL FBE LINED

4.000

0

T

11.10

23.20

34.30

130

186

187

SCHED 40 WET STEEL FBE LINED

6.000

0

T

4.50

34.80

39.30

130

187

188

SCHED 40 WET STEEL FBE LINED

8.000

0

2ET

40.00

82.40

122.40

130

188

189

SCHED 40 WET STEEL FBE LINED

8.000

0

3E

30.00

62.70

92.70

130

189

190

SCHED 40 WET STEEL FBE LINED

8.000

0

4E

47.00

83.60

130.60

130

190

191

SCHED 40 WET STEEL FBE LINED

8.000

0

6E2GC

77.50

186.80

264.30

130

191

192

SCHED 40 WET STEEL CEMENT LINE

8.000

0

2F

48.00

20.80

68.80

130

Beg. Node

End. Node

Pipe Description

178

186

179

Total CFactor Length (gpm/inch(feet) psi)

Fitting Legend: F = 45 Degree Elbow, E = 90 Degree Elbow, L = Long Turn Elbow, T = Tee or Cross, B = Butterfly Valve, G = Gate Valve, C = Check Valve

C:\ ...\Z12 Train B - Exchangers - Area G.fiw

280 of 342

Tuesday, January 15, 2019, 8:26 AM

Fire - Fire Sprinkler Hydraulics Calculation Program Jacobs ZATE Al-Khobar, 31952

Elite Software Development, Inc. UPGRADE HYDROPROCESSING INTEGRITY-RR Page 23

Fire Sprinkler Output Data Group Peak Node Groupings Output Data Pipe Segment Beg. End. Node Node

Pipe Type Group

Pipe Flow Rate (gpm)

Sprinkler Flow At Beg. Node (gpm)

Non-Sprinkler Flow Out (+) In (-) (gpm) (gpm)

Beg. Node Residual Pressure (psi)

Imbalance Flow At Beg. Node (gpm)

1

85

0

-22.80

22.80

0.00

0.00

25.91

2

86

0

-22.40

22.40

0.00

0.00

25.00

0.00000

3

87

0

-22.49

22.49

0.00

0.00

25.21

0.00000

4

88

0

-22.78

22.78

0.00

0.00

25.85

0.00000

5

89

0

-23.29

23.29

0.00

0.00

27.03

0.00000

6

90

0

-25.14

25.14

0.00

0.00

31.50

0.00000

7

91

0

-23.51

23.51

0.00

0.00

27.55

0.00000

8

92

0

-23.53

23.53

0.00

0.00

27.59

0.00000

9

93

0

-23.70

23.70

0.00

0.00

27.98

0.00000

10

94

0

-24.06

24.06

0.00

0.00

28.83

0.00000

11

95

0

-23.24

23.24

0.00

0.00

26.90

0.00000

12

96

0

-23.30

23.30

0.00

0.00

27.05

0.00000

13

97

0

-23.56

23.56

0.00

0.00

27.66

0.00000

14

98

0

-23.91

23.91

0.00

0.00

28.49

0.00000

15

99

0

-22.43

22.43

0.00

0.00

25.06

0.00000

16

100

0

-22.94

22.94

0.00

0.00

26.23

0.00000

17

101

0

-22.62

22.62

0.00

0.00

25.50

0.00000

18

102

0

-22.91

22.91

0.00

0.00

26.14

0.00000

19

103

0

-23.54

23.54

0.00

0.00

27.60

0.00000

20

104

0

-25.50

25.50

0.00

0.00

32.39

0.00000

21

105

0

-23.79

23.79

0.00

0.00

28.19

0.00000

22

106

0

-23.84

23.84

0.00

0.00

28.32

0.00000

23

107

0

-24.01

24.01

0.00

0.00

28.73

0.00000

24

108

0

-24.37

24.37

0.00

0.00

29.60

0.00000

25

109

0

-23.70

23.70

0.00

0.00

27.98

0.00000

26

110

0

-23.45

23.45

0.00

0.00

27.41

0.00000

C:\ ...\Z12 Train B - Exchangers - Area G.fiw

281 of 342

Tuesday, January 15, 2019, 8:26 AM

Fire - Fire Sprinkler Hydraulics Calculation Program Jacobs ZATE Al-Khobar, 31952

Elite Software Development, Inc. UPGRADE HYDROPROCESSING INTEGRITY-RR Page 24

Fire Sprinkler Output Data Group Peak Node Groupings Output Data Pipe Segment Beg. End. Node Node

Pipe Type Group

Pipe Flow Rate (gpm)

Sprinkler Flow At Beg. Node (gpm)

Non-Sprinkler Flow Out (+) In (-) (gpm) (gpm)

Beg. Node Residual Pressure (psi)

Imbalance Flow At Beg. Node (gpm)

27

111

0

-24.02

24.02

0.00

0.00

28.75

0.00000

28

112

0

-24.38

24.38

0.00

0.00

29.61

0.00000

29

113

0

-23.13

23.13

0.00

0.00

26.65

0.00000

30

114

0

-23.66

23.66

0.00

0.00

27.88

0.00000

31

115

0

-23.33

23.33

0.00

0.00

27.12

0.00000

32

116

0

-23.62

23.62

0.00

0.00

27.80

0.00000

33

117

0

-24.25

24.25

0.00

0.00

29.31

0.00000

34

118

0

-24.02

24.02

0.00

0.00

28.75

0.00000

35

119

0

-24.07

24.07

0.00

0.00

28.87

0.00000

36

120

0

-24.25

24.25

0.00

0.00

29.29

0.00000

37

121

0

-24.61

24.61

0.00

0.00

30.18

0.00000

38

122

0

-22.96

22.96

0.00

0.00

26.25

0.00000

39

123

0

-23.07

23.07

0.00

0.00

26.51

0.00000

40

124

0

-23.55

23.55

0.00

0.00

27.64

0.00000

41

125

0

-23.90

23.90

0.00

0.00

28.47

0.00000

42

126

0

-24.43

24.43

0.00

0.00

29.74

0.00000

43

127

0

-23.10

23.10

0.00

0.00

26.59

0.00000

44

128

0

-23.63

23.63

0.00

0.00

27.82

0.00000

45

129

0

-23.30

23.30

0.00

0.00

27.06

0.00000

46

130

0

-23.59

23.59

0.00

0.00

27.74

0.00000

47

131

0

-24.20

24.20

0.00

0.00

29.17

0.00000

48

132

0

-26.10

26.10

0.00

0.00

33.94

0.00000

49

133

0

-24.47

24.47

0.00

0.00

29.83

0.00000

50

134

0

-24.37

24.37

0.00

0.00

29.60

0.00000

51

135

0

-24.80

24.80

0.00

0.00

30.65

0.00000

52

136

0

-25.17

25.17

0.00

0.00

31.57

0.00000

C:\ ...\Z12 Train B - Exchangers - Area G.fiw

282 of 342

Tuesday, January 15, 2019, 8:26 AM

Fire - Fire Sprinkler Hydraulics Calculation Program Jacobs ZATE Al-Khobar, 31952

Elite Software Development, Inc. UPGRADE HYDROPROCESSING INTEGRITY-RR Page 25

Fire Sprinkler Output Data Group Peak Node Groupings Output Data Pipe Segment Beg. End. Node Node

Pipe Type Group

Pipe Flow Rate (gpm)

Sprinkler Flow At Beg. Node (gpm)

Non-Sprinkler Flow Out (+) In (-) (gpm) (gpm)

Beg. Node Residual Pressure (psi)

Imbalance Flow At Beg. Node (gpm)

53

137

0

-24.38

24.38

0.00

0.00

29.60

0.00000

54

138

0

-24.20

24.20

0.00

0.00

29.18

0.00000

55

139

0

-24.71

24.71

0.00

0.00

30.42

0.00000

56

140

0

-25.07

25.07

0.00

0.00

31.33

0.00000

57

141

0

-22.71

22.71

0.00

0.00

25.71

0.00000

58

142

0

-23.23

23.23

0.00

0.00

26.90

0.00000

59

143

0

-22.91

22.91

0.00

0.00

26.15

0.00000

60

144

0

-23.20

23.20

0.00

0.00

26.81

0.00000

61

145

0

-23.82

23.82

0.00

0.00

28.27

0.00000

62

146

0

-25.83

25.83

0.00

0.00

33.25

0.00000

63

147

0

-24.43

24.43

0.00

0.00

29.74

0.00000

64

148

0

-24.44

24.44

0.00

0.00

29.77

0.00000

65

149

0

-24.62

24.62

0.00

0.00

30.20

0.00000

66

150

0

-24.99

24.99

0.00

0.00

31.11

0.00000

67

151

0

-24.23

24.23

0.00

0.00

29.26

0.00000

68

152

0

-24.06

24.06

0.00

0.00

28.84

0.00000

69

153

0

-24.56

24.56

0.00

0.00

30.07

0.00000

70

154

0

-24.93

24.93

0.00

0.00

30.96

0.00000

71

155

0

-22.43

22.43

0.00

0.00

25.08

0.00000

72

156

0

-22.95

22.95

0.00

0.00

26.24

0.00000

73

157

0

-22.63

22.63

0.00

0.00

25.51

0.00000

74

158

0

-22.91

22.91

0.00

0.00

26.16

0.00000

75

159

0

-23.53

23.53

0.00

0.00

27.58

0.00000

76

160

0

-25.50

25.50

0.00

0.00

32.40

0.00000

77

161

0

-24.06

24.06

0.00

0.00

28.85

0.00000

78

162

0

-24.11

24.11

0.00

0.00

28.97

0.00000

C:\ ...\Z12 Train B - Exchangers - Area G.fiw

283 of 342

Tuesday, January 15, 2019, 8:26 AM

Fire - Fire Sprinkler Hydraulics Calculation Program Jacobs ZATE Al-Khobar, 31952

Elite Software Development, Inc. UPGRADE HYDROPROCESSING INTEGRITY-RR Page 26

Fire Sprinkler Output Data Group Peak Node Groupings Output Data Pipe Segment Beg. End. Node Node

Pipe Type Group

Pipe Flow Rate (gpm)

Sprinkler Flow At Beg. Node (gpm)

Non-Sprinkler Flow Out (+) In (-) (gpm) (gpm)

Beg. Node Residual Pressure (psi)

Imbalance Flow At Beg. Node (gpm)

79

163

0

-24.29

24.29

0.00

0.00

29.39

0.00000

80

164

0

-24.65

24.65

0.00

0.00

30.28

0.00000

81

165

0

-23.54

23.54

0.00

0.00

27.61

0.00000

82

166

0

-24.10

24.10

0.00

0.00

28.93

0.00000

83

167

0

-24.27

24.27

0.00

0.00

29.34

0.00000

84

168

0

-24.63

24.63

0.00

0.00

30.22

0.00000

85 85

1 86

0 0

22.80 -22.80

0.00

0.00

0.00

27.58

0.00000

86 86 86

2 85 87

0 0 0

22.40 22.80 -45.20

0.00

0.00

0.00

27.65

0.00000

87 87 87

3 86 88

0 0 0

22.49 45.20 -67.70

0.00

0.00

0.00

28.20

0.00000

88 88 88

4 87 89

0 0 0

22.78 67.70 -90.47

0.00

0.00

0.00

28.88

0.00000

89 89 89

5 88 90

0 0 0

23.29 90.47 -113.76

0.00

0.00

0.00

30.14

0.00000

90 90 90

6 89 170

0 0 0

25.14 113.76 -138.91

0.00

0.00

0.00

32.29

0.00000

91 91

7 92

0 0

23.51 -23.51

0.00

0.00

0.00

28.38

0.00000

92 92 92

8 91 93

0 0 0

23.53 23.51 -47.04

0.00

0.00

0.00

28.51

0.00000

93 93 93

9 92 94

0 0 0

23.70 47.04 -70.74

0.00

0.00

0.00

28.91

0.00000

94 94 94

10 93 169

0 0 0

24.06 70.74 -94.80

0.00

0.00

0.00

29.78

0.00000

95

11

0

23.24

0.00

0.00

0.00

27.72

0.00000

C:\ ...\Z12 Train B - Exchangers - Area G.fiw

284 of 342

Tuesday, January 15, 2019, 8:26 AM

Fire - Fire Sprinkler Hydraulics Calculation Program Jacobs ZATE Al-Khobar, 31952

Elite Software Development, Inc. UPGRADE HYDROPROCESSING INTEGRITY-RR Page 27

Fire Sprinkler Output Data Group Peak Node Groupings Output Data Pipe Segment Beg. End. Node Node 95 96

Pipe Type Group 0

Pipe Flow Rate (gpm) -23.24

Sprinkler Flow At Beg. Node (gpm)

Non-Sprinkler Flow Out (+) In (-) (gpm) (gpm)

Beg. Node Residual Pressure (psi)

Imbalance Flow At Beg. Node (gpm)

96 96 96

12 95 97

0 0 0

23.30 23.24 -46.54

0.00

0.00

0.00

27.92

0.00000

97 97 97

13 96 98

0 0 0

23.56 46.54 -70.10

0.00

0.00

0.00

28.58

0.00000

98 98 98

14 97 169

0 0 0

23.91 70.10 -94.01

0.00

0.00

0.00

29.43

0.00000

99 99

15 100

0 0

22.43 -22.43

0.00

0.00

0.00

28.16

0.00000

100 100 100

16 99 101

0 0 0

22.94 22.43 -45.37

0.00

0.00

0.00

28.24

0.00000

101 101 101

17 100 102

0 0 0

22.62 45.37 -67.99

0.00

0.00

0.00

28.80

0.00000

102 102 102

18 101 103

0 0 0

22.91 67.99 -90.90

0.00

0.00

0.00

29.49

0.00000

103 103 103

19 102 104

0 0 0

23.54 90.90 -114.44

0.00

0.00

0.00

30.85

0.00000

104 104 104

20 103 172

0 0 0

25.50 114.44 -139.94

0.00

0.00

0.00

33.21

0.00000

105 105

21 106

0 0

23.79 -23.79

0.00

0.00

0.00

29.04

0.00000

106 106 106

22 105 107

0 0 0

23.84 23.79 -47.63

0.00

0.00

0.00

29.17

0.00000

107 107 107

23 106 108

0 0 0

24.01 47.63 -71.64

0.00

0.00

0.00

29.58

0.00000

108 108 108

24 107 171

0 0 0

24.37 71.64 -96.01

0.00

0.00

0.00

30.47

0.00000

C:\ ...\Z12 Train B - Exchangers - Area G.fiw

285 of 342

Tuesday, January 15, 2019, 8:26 AM

Fire - Fire Sprinkler Hydraulics Calculation Program Jacobs ZATE Al-Khobar, 31952

Elite Software Development, Inc. UPGRADE HYDROPROCESSING INTEGRITY-RR Page 28

Fire Sprinkler Output Data Group Peak Node Groupings Output Data Pipe Segment Beg. End. Node Node 109 25 109 110

Pipe Type Group 0 0

Pipe Flow Rate (gpm) 23.70 -23.70

Sprinkler Flow At Beg. Node (gpm) 0.00

Non-Sprinkler Flow Out (+) In (-) (gpm) (gpm) 0.00 0.00

Beg. Node Residual Pressure (psi) 28.82

Imbalance Flow At Beg. Node (gpm) 0.00000

110 110 110

26 109 111

0 0 0

23.45 23.70 -47.15

0.00

0.00

0.00

29.02

0.00000

111 111 111

27 110 112

0 0 0

24.02 47.15 -71.17

0.00

0.00

0.00

29.70

0.00000

112 112 112

28 111 171

0 0 0

24.38 71.17 -95.55

0.00

0.00

0.00

30.58

0.00000

113 113

29 114

0 0

23.13 -23.13

0.00

0.00

0.00

29.86

0.00000

114 114 114

30 113 115

0 0 0

23.66 23.13 -46.78

0.00

0.00

0.00

29.94

0.00000

115 115 115

31 114 116

0 0 0

23.33 46.78 -70.11

0.00

0.00

0.00

30.54

0.00000

116 116 116

32 115 117

0 0 0

23.62 70.11 -93.73

0.00

0.00

0.00

31.27

0.00000

117 117 117

33 116 174

0 0 0

24.25 93.73 -117.99

0.00

0.00

0.00

32.72

0.00000

118 118

34 119

0 0

24.02 -24.02

0.00

0.00

0.00

29.60

0.00000

119 119 119

35 118 120

0 0 0

24.07 24.02 -48.09

0.00

0.00

0.00

29.73

0.00000

120 120 120

36 119 121

0 0 0

24.25 48.09 -72.34

0.00

0.00

0.00

30.16

0.00000

121 121 121

37 120 173

0 0 0

24.61 72.34 -96.95

0.00

0.00

0.00

31.06

0.00000

122 122

38 123

0 0

22.96 -22.96

0.00

0.00

0.00

27.90

0.00000

C:\ ...\Z12 Train B - Exchangers - Area G.fiw

286 of 342

Tuesday, January 15, 2019, 8:26 AM

Fire - Fire Sprinkler Hydraulics Calculation Program Jacobs ZATE Al-Khobar, 31952

Elite Software Development, Inc. UPGRADE HYDROPROCESSING INTEGRITY-RR Page 29

Fire Sprinkler Output Data Group Peak Node Groupings Output Data Pipe Segment Beg. End. Node Node 123 39 123 122 123 124

Pipe Type Group 0 0 0

Pipe Flow Rate (gpm) 23.07 22.96 -46.02

Sprinkler Flow At Beg. Node (gpm) 0.00

Non-Sprinkler Flow Out (+) In (-) (gpm) (gpm) 0.00 0.00

Beg. Node Residual Pressure (psi) 28.08

Imbalance Flow At Beg. Node (gpm) 0.00000

124 124 124

40 123 125

0 0 0

23.55 46.02 -69.58

0.00

0.00

0.00

28.57

0.00000

125 125 125

41 124 126

0 0 0

23.90 69.58 -93.48

0.00

0.00

0.00

29.41

0.00000

126 126 126

42 125 173

0 0 0

24.43 93.48 -117.91

0.00

0.00

0.00

31.44

0.00000

127 127

43 128

0 0

23.10 -23.10

0.00

0.00

0.00

29.80

0.00000

128 128 128

44 127 129

0 0 0

23.63 23.10 -46.73

0.00

0.00

0.00

29.88

0.00000

129 129 129

45 128 130

0 0 0

23.30 46.73 -70.04

0.00

0.00

0.00

30.49

0.00000

130 130 130

46 129 131

0 0 0

23.59 70.04 -93.63

0.00

0.00

0.00

31.22

0.00000

131 131 131

47 130 132

0 0 0

24.20 93.63 -117.83

0.00

0.00

0.00

32.66

132 132 132

48 131 176

0 0 0

26.10 117.83 -143.93

0.00

0.00

0.00

35.32

0.00000

133 133

49 134

0 0

24.47 -24.47

0.00

0.00

0.00

30.88

0.00000

134 134 134

50 133 135

0 0 0

24.37 24.47 -48.84

0.00

0.00

0.00

31.10

0.00000

135 135 135

51 134 136

0 0 0

24.80 48.84 -73.65

0.00

0.00

0.00

31.65

0.00000

136 136

52 135

0 0

25.17 73.65

0.00

0.00

0.00

32.58

0.00000

C:\ ...\Z12 Train B - Exchangers - Area G.fiw

287 of 342

Tuesday, January 15, 2019, 8:26 AM

Fire - Fire Sprinkler Hydraulics Calculation Program Jacobs ZATE Al-Khobar, 31952

Elite Software Development, Inc. UPGRADE HYDROPROCESSING INTEGRITY-RR Page 30

Fire Sprinkler Output Data Group Peak Node Groupings Output Data Pipe Segment Beg. End. Node Node 136 175

Pipe Type Group 0

Pipe Flow Rate (gpm) -98.82

Sprinkler Flow At Beg. Node (gpm)

Non-Sprinkler Flow Out (+) In (-) (gpm) (gpm)

Beg. Node Residual Pressure (psi)

Imbalance Flow At Beg. Node (gpm)

137 137

53 138

0 0

24.38 -24.38

0.00

0.00

0.00

30.48

0.00000

138 138 138

54 137 139

0 0 0

24.20 24.38 -48.57

0.00

0.00

0.00

30.69

0.00000

139 139 139

55 138 140

0 0 0

24.71 48.57 -73.28

0.00

0.00

0.00

31.41

0.00000

140 140 140

56 139 175

0 0 0

25.07 73.28 -98.36

0.00

0.00

0.00

32.33

0.00000

141 141

57 142

0 0

22.71 -22.71

0.00

0.00

0.00

28.85

0.00000

142 142 142

58 141 143

0 0 0

23.23 22.71 -45.95

0.00

0.00

0.00

28.93

0.00000

143 143 143

59 142 144

0 0 0

22.91 45.95 -68.86

0.00

0.00

0.00

29.51

0.00000

144 144 144

60 143 145

0 0 0

23.20 68.86 -92.06

0.00

0.00

0.00

30.21

0.00000

145 145 145

61 144 146

0 0 0

23.82 92.06 -115.88

0.00

0.00

0.00

31.61

0.00000

146 146 146

62 145 178

0 0 0

25.83 115.88 -141.71

0.00

0.00

0.00

34.09

0.00000

147 147

63 148

0 0

24.43 -24.43

0.00

0.00

0.00

30.61

0.00000

148 148 148

64 147 149

0 0 0

24.44 24.43 -48.87

0.00

0.00

0.00

30.74

0.00000

149 149 149

65 148 150

0 0 0

24.62 48.87 -73.49

0.00

0.00

0.00

31.18

0.00000

150

66

0

24.99

0.00

0.00

0.00

32.11

0.00000

C:\ ...\Z12 Train B - Exchangers - Area G.fiw

288 of 342

Tuesday, January 15, 2019, 8:26 AM

Fire - Fire Sprinkler Hydraulics Calculation Program Jacobs ZATE Al-Khobar, 31952

Elite Software Development, Inc. UPGRADE HYDROPROCESSING INTEGRITY-RR Page 31

Fire Sprinkler Output Data Group Peak Node Groupings Output Data Pipe Segment Beg. End. Node Node 150 149 150 177

Pipe Type Group 0 0

Pipe Flow Rate (gpm) 73.49 -98.48

Sprinkler Flow At Beg. Node (gpm)

Non-Sprinkler Flow Out (+) In (-) (gpm) (gpm)

Beg. Node Residual Pressure (psi)

Imbalance Flow At Beg. Node (gpm)

151 151

67 152

0 0

24.23 -24.23

0.00

0.00

0.00

30.12

0.00000

152 152 152

68 151 153

0 0 0

24.06 24.23 -48.29

0.00

0.00

0.00

30.33

0.00000

153 153 153

69 152 154

0 0 0

24.56 48.29 -72.85

0.00

0.00

0.00

31.04

0.00000

154 154 154

70 153 177

0 0 0

24.93 72.85 -97.78

0.00

0.00

0.00

31.96

0.00000

155 155

71 156

0 0

22.43 -22.43

0.00

0.00

0.00

28.18

0.00000

156 156 156

72 155 157

0 0 0

22.95 22.43 -45.38

0.00

0.00

0.00

28.25

0.00000

157 157 157

73 156 158

0 0 0

22.63 45.38 -68.01

0.00

0.00

0.00

28.82

0.00000

158 158 158

74 157 159

0 0 0

22.91 68.01 -90.92

0.00

0.00

0.00

29.51

0.00000

159 159 159

75 158 160

0 0 0

23.53 90.92 -114.45

0.00

0.00

0.00

30.86

0.00000

160 160 160

76 159 180

0 0 0

25.50 114.45 -139.95

0.00

0.00

0.00

33.22

0.00000

161 161

77 162

0 0

24.06 -24.06

0.00

0.00

0.00

29.79

0.00000

162 162 162

78 161 163

0 0 0

24.11 24.06 -48.18

0.00

0.00

0.00

29.93

0.00000

163 163 163

79 162 164

0 0 0

24.29 48.18 -72.46

0.00

0.00

0.00

30.35

0.00000

C:\ ...\Z12 Train B - Exchangers - Area G.fiw

289 of 342

Tuesday, January 15, 2019, 8:26 AM

Fire - Fire Sprinkler Hydraulics Calculation Program Jacobs ZATE Al-Khobar, 31952

Elite Software Development, Inc. UPGRADE HYDROPROCESSING INTEGRITY-RR Page 32

Fire Sprinkler Output Data Group Peak Node Groupings Output Data Pipe Segment Beg. End. Node Node 164 80 164 163 164 179

Pipe Type Group 0 0 0

Pipe Flow Rate (gpm) 24.65 72.46 -97.11

Sprinkler Flow At Beg. Node (gpm) 0.00

Non-Sprinkler Flow Out (+) In (-) (gpm) (gpm) 0.00 0.00

Beg. Node Residual Pressure (psi) 31.26

Imbalance Flow At Beg. Node (gpm) 0.00000

165 165

81 166

0 0

23.54 -23.54

0.00

0.00

0.00

29.59

0.00000

166 166 166

82 165 167

0 0 0

24.10 23.54 -47.64

0.00

0.00

0.00

29.79

0.00000

167 167 167

83 166 168

0 0 0

24.27 47.64 -71.91

0.00

0.00

0.00

30.21

0.00000

168 168 168

84 167 179

0 0 0

24.63 71.91 -96.54

0.00

0.00

0.00

31.11

0.00000

169 169 169

94 98 170

0 0 0

94.80 94.01 -188.81

0.00

0.00

0.00

31.61

0.00000

170 170 170

90 169 181

0 0 0

138.91 188.81 -327.72

0.00

0.00

0.00

33.54

0.00000

171 171 171

108 112 172

0 0 0

96.01 95.55 -191.56

0.00

0.00

0.00

32.52

0.00000

172 172 172

104 171 182

0 0 0

139.94 191.56 -331.50

0.00

0.00

0.00

34.48

0.00000

173 173 173

121 126 174

0 0 0

96.95 117.91 -214.86

0.00

0.00

0.00

32.97

0.00000

174 174 174

117 173 183

0 0 0

117.99 214.86 -332.85

0.00

0.00

0.00

33.92

0.00000

175 175 175

136 140 176

0 0 0

98.82 98.36 -197.18

0.00

0.00

0.00

34.70

176 176 176

132 175 184

0 0 0

143.93 197.18 -341.11

0.00

0.00

0.00

36.71

0.00000

177

150

0

98.48

0.00

0.00

0.00

34.21

0.00000

C:\ ...\Z12 Train B - Exchangers - Area G.fiw

290 of 342

Tuesday, January 15, 2019, 8:26 AM

Fire - Fire Sprinkler Hydraulics Calculation Program Jacobs ZATE Al-Khobar, 31952

Elite Software Development, Inc. UPGRADE HYDROPROCESSING INTEGRITY-RR Page 33

Fire Sprinkler Output Data Group Peak Node Groupings Output Data Pipe Segment Beg. End. Node Node 177 154 177 178

Pipe Type Group 0 0

Pipe Flow Rate (gpm) 97.78 -196.26

Sprinkler Flow At Beg. Node (gpm)

Non-Sprinkler Flow Out (+) In (-) (gpm) (gpm)

Beg. Node Residual Pressure (psi)

Imbalance Flow At Beg. Node (gpm)

178 178 178

146 177 186

0 0 0

141.71 196.26 -337.98

0.00

0.00

0.00

35.00

0.00000

179 179 179

164 168 180

0 0 0

97.11 96.54 -193.65

0.00

0.00

0.00

33.31

0.00000

180 180 180

160 179 185

0 0 0

139.95 193.65 -333.60

0.00

0.00

0.00

34.07

0.00000

181 181

170 182

0 0

327.72 -327.72

0.00

0.00

0.00

35.61

0.00000

182 182 182

172 181 183

0 0 0

331.50 327.72 -659.22

0.00

0.00

0.00

36.59

0.00000

183 183 183

174 182 184

0 0 0

332.85 659.22 -992.07

0.00

0.00

0.00

37.48

0.00000

184 184 184

176 183 187

0 0 0

341.11 992.07 -1333.17

0.00

0.00

0.00

38.88

0.00000

185 185

180 186

0 0

333.60 -333.60

0.00

0.00

0.00

40.38

0.00000

186 186 186

178 185 187

0 0 0

337.98 333.60 -671.58

0.00

0.00

0.00

41.39

0.00000

187 187 187

184 186 188

0 0 0

1333.17 671.58 -2004.75

0.00

0.00

0.00

41.96

0.00000

188 188

187 189

0 0

2004.75 -2004.75

0.00

0.00

0.00

45.45

0.00000

189 189

188 190

0 0

2004.75 -2004.75

0.00

0.00

0.00

46.52

0.00000

190 190

189 191

0 0

2004.75 -2004.75

0.00

0.00

0.00

47.27

0.00000

191 191

190 192

0 0

2004.75 -2004.75

0.00

0.00

0.00

65.07

0.00000

C:\ ...\Z12 Train B - Exchangers - Area G.fiw

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Tuesday, January 15, 2019, 8:26 AM

Fire - Fire Sprinkler Hydraulics Calculation Program Jacobs ZATE Al-Khobar, 31952

Elite Software Development, Inc. UPGRADE HYDROPROCESSING INTEGRITY-RR Page 34

Fire Sprinkler Output Data Group Peak Node Groupings Output Data Pipe Segment Beg. End. Node Node 192

191

Pipe Type Group

Pipe Flow Rate (gpm)

Sprinkler Flow At Beg. Node (gpm)

0

2004.75

0.00

C:\ ...\Z12 Train B - Exchangers - Area G.fiw

Non-Sprinkler Flow Out (+) In (-) (gpm) (gpm) 0.00

292 of 342

-2004.75

Beg. Node Residual Pressure (psi)

Imbalance Flow At Beg. Node (gpm)

69.01

Tuesday, January 15, 2019, 8:26 AM

Fire - Fire Sprinkler Hydraulics Calculation Program Jacobs ZATE Al-Khobar, 31952

Elite Software Development, Inc. UPGRADE HYDROPROCESSING INTEGRITY-RR Page 35

Fire Sprinkler Output Data Group Peak Pipe Output Data Beg. End. Node

Nodal KFactor (K)

Elevation (feet)

Spk/Hose Discharge (gpm)

Residual Nom. Dia. Pressure Inside Dia. (psi) C-Value

q (gpm) Q (gpm) Velocity (fps)

F. L./ft (psi/ft) Fittings Type-Grp

Pipe-Len. Fit-Len. Tot-Len. (ft)

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

1 85

4.48 5.80 22.80 0.00 3.10 0.00 SCHED 40 WET STEEL

25.91 27.58

1.00 1.049 120

22.80 22.80 8.47

0.16596 ----0

3.00 0.00 3.00

0.498 1.169 1.667

2 86

4.48 5.80 22.40 0.00 3.10 0.00 SCHED 40 WET STEEL

25.00 27.65

1.00 1.049 120

22.40 22.40 8.32

0.16055 2E 0

5.25 4.00 9.25

1.485 1.169 2.654

85 86

0.00 3.10 0.00 0.00 3.10 0.00 SCHED 40 WET STEEL

27.58 27.65

2.00 2.067 120

0.00 22.80 2.18

0.00610 T 0

2.50 10.00 12.50

0.076 0.000 0.076

3 87

4.48 5.80 22.49 0.00 3.10 0.00 SCHED 40 WET STEEL

25.21 28.20

1.00 1.049 120

22.49 22.49 8.35

0.16178 2E 0

7.25 4.00 11.25

1.820 1.169 2.989

86 87

0.00 3.10 0.00 0.00 3.10 0.00 SCHED 40 WET STEEL

27.65 28.20

2.00 2.067 120

0.00 45.20 4.32

0.02164 ET 0

10.00 15.00 25.00

0.541 0.000 0.541

4 88

4.48 5.80 22.78 0.00 3.10 0.00 SCHED 40 WET STEEL

25.85 28.88

1.00 1.049 120

22.78 22.78 8.46

0.16559 2E 0

7.25 4.00 11.25

1.863 1.169 3.032

87 88

0.00 3.10 0.00 0.00 3.10 0.00 SCHED 40 WET STEEL

28.20 28.88

2.00 2.067 120

0.00 67.70 6.47

0.04568 T 0

5.00 10.00 15.00

0.685 0.000 0.685

5 89

4.48 5.80 23.29 0.00 3.10 0.00 SCHED 40 WET STEEL

27.03 30.14

1.00 1.049 120

23.29 23.29 8.65

0.17257 2E 0

7.25 4.00 11.25

1.941 1.169 3.110

88 89

0.00 3.10 0.00 0.00 3.10 0.00 SCHED 40 WET STEEL

28.88 30.14

2.00 2.067 120

0.00 90.47 8.65

0.07812 T 0

6.10 10.00 16.10

1.258 0.000 1.258

6 90

4.48 10.80 25.14 0.00 10.80 0.00 SCHED 40 WET STEEL

31.50 32.29

1.00 1.049 120

25.14 25.14 9.33

0.19882 E 0

2.00 2.00 4.00

0.795 0.000 0.795

89 90

0.00 3.10 0.00 0.00 10.80 0.00 SCHED 40 WET STEEL

30.14 32.29

2.00 2.067 120

0.00 113.76 10.88

0.11936 3ET 0

21.00 25.00 46.00

5.490 -3.334 2.156

7 91

4.48 15.00 23.51 0.00 14.50 0.00 SCHED 40 WET STEEL

27.55 28.38

1.00 1.049 120

23.51 23.51 8.73

0.17564 E 0

1.50 2.00 3.50

0.615 0.217 0.831

C:\ ...\Z12 Train B - Exchangers - Area G.fiw

293 of 342

Tuesday, January 15, 2019, 8:26 AM

Fire - Fire Sprinkler Hydraulics Calculation Program Jacobs ZATE Al-Khobar, 31952

Elite Software Development, Inc. UPGRADE HYDROPROCESSING INTEGRITY-RR Page 36

Fire Sprinkler Output Data Group Peak Pipe Output Data Beg. End. Node

Nodal KFactor (K)

Elevation (feet)

Spk/Hose Discharge (gpm)

Residual Nom. Dia. Pressure Inside Dia. (psi) C-Value

q (gpm) Q (gpm) Velocity (fps)

F. L./ft (psi/ft) Fittings Type-Grp

Pipe-Len. Fit-Len. Tot-Len. (ft)

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

8 92

4.48 15.00 23.53 0.00 14.50 0.00 SCHED 40 WET STEEL

27.59 28.51

1.00 1.049 120

23.53 23.53 8.73

0.17586 E 0

2.00 2.00 4.00

0.703 0.217 0.920

91 92

0.00 14.50 0.00 0.00 14.50 0.00 SCHED 40 WET STEEL

28.38 28.51

2.00 2.067 120

0.00 23.51 2.25

0.00646 T 0

9.50 10.00 19.50

0.126 0.000 0.126

9 93

4.48 15.00 23.70 0.00 14.50 0.00 SCHED 40 WET STEEL

27.98 28.91

1.00 1.049 120

23.70 23.70 8.80

0.17821 E 0

2.00 2.00 4.00

0.713 0.217 0.929

92 93

0.00 14.50 0.00 0.00 14.50 0.00 SCHED 40 WET STEEL

28.51 28.91

2.00 2.067 120

0.00 47.04 4.50

0.02330 T 0

7.50 10.00 17.50

0.408 0.000 0.408

10 94

4.48 15.00 24.06 0.00 14.50 0.00 SCHED 40 WET STEEL

28.83 29.78

1.00 1.049 120

24.06 24.06 8.93

0.18319 E 0

2.00 2.00 4.00

0.733 0.217 0.949

93 94

0.00 14.50 0.00 0.00 14.50 0.00 SCHED 40 WET STEEL

28.91 29.78

2.00 2.067 120

0.00 70.74 6.76

0.04956 T 0

7.50 10.00 17.50

0.867 0.000 0.867

11 95

4.48 15.00 23.24 0.00 14.50 0.00 SCHED 40 WET STEEL

26.90 27.72

1.00 1.049 120

23.24 23.24 8.63

0.17182 E 0

1.50 2.00 3.50

0.601 0.217 0.818

12 96

4.48 14.10 23.30 0.00 14.50 0.00 SCHED 40 WET STEEL

27.05 27.92

1.00 1.049 120

23.30 23.30 8.65

0.17272 E 0

4.00 2.00 6.00

1.036 -0.173 0.863

95 96

0.00 14.50 0.00 0.00 14.50 0.00 SCHED 40 WET STEEL

27.72 27.92

2.00 2.067 120

0.00 23.24 2.22

0.00632 2ET 0

11.10 20.00 31.10

0.196 0.000 0.196

13 97

4.48 15.00 23.56 0.00 14.50 0.00 SCHED 40 WET STEEL

27.66 28.58

1.00 1.049 120

23.56 23.56 8.75

0.17628 E 0

2.00 2.00 4.00

0.705 0.217 0.922

96 97

0.00 14.50 0.00 0.00 14.50 0.00 SCHED 40 WET STEEL

27.92 28.58

2.00 2.067 120

0.00 46.54 4.45

0.02284 2ET 0

9.00 20.00 29.00

0.662 0.000 0.662

14 98

4.48 15.00 23.91 0.00 14.50 0.00 SCHED 40 WET STEEL

28.49 29.43

1.00 1.049 120

23.91 23.91 8.88

0.18119 E 0

2.00 2.00 4.00

0.725 0.217 0.941

C:\ ...\Z12 Train B - Exchangers - Area G.fiw

294 of 342

Tuesday, January 15, 2019, 8:26 AM

Fire - Fire Sprinkler Hydraulics Calculation Program Jacobs ZATE Al-Khobar, 31952

Elite Software Development, Inc. UPGRADE HYDROPROCESSING INTEGRITY-RR Page 37

Fire Sprinkler Output Data Group Peak Pipe Output Data Beg. End. Node

Nodal KFactor (K)

Elevation (feet)

Spk/Hose Discharge (gpm)

Residual Nom. Dia. Pressure Inside Dia. (psi) C-Value

q (gpm) Q (gpm) Velocity (fps)

F. L./ft (psi/ft) Fittings Type-Grp

Pipe-Len. Fit-Len. Tot-Len. (ft)

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

97 98

0.00 14.50 0.00 0.00 14.50 0.00 SCHED 40 WET STEEL

28.58 29.43

2.00 2.067 120

0.00 70.10 6.70

0.04873 T 0

7.50 10.00 17.50

0.853 0.000 0.853

15 99

4.48 5.80 22.43 0.00 3.10 0.00 SCHED 40 WET STEEL

25.06 28.16

1.00 1.049 120

22.43 22.43 8.33

0.16094 2E 0

8.00 4.00 12.00

1.931 1.169 3.100

16 100

4.48 5.80 22.94 0.00 3.10 0.00 SCHED 40 WET STEEL

26.23 28.24

1.00 1.049 120

22.94 22.94 8.52

0.16784 E 0

3.00 2.00 5.00

0.839 1.169 2.008

99 100

0.00 3.10 0.00 0.00 3.10 0.00 SCHED 40 WET STEEL

28.16 28.24

2.00 2.067 120

0.00 22.43 2.14

0.00592 T 0

2.20 10.00 12.20

0.072 0.000 0.072

17 101

4.48 6.20 22.62 0.00 3.10 0.00 SCHED 40 WET STEEL

25.50 28.80

1.00 1.049 120

22.62 22.62 8.40

0.16352 2E 0

8.00 4.00 12.00

1.962 1.342 3.304

100 101

0.00 3.10 0.00 0.00 3.10 0.00 SCHED 40 WET STEEL

28.24 28.80

2.00 2.067 120

0.00 45.37 4.34

0.02179 ET 0

11.00 15.00 26.00

0.567 0.000 0.567

18 102

4.48 6.20 22.91 0.00 3.10 0.00 SCHED 40 WET STEEL

26.14 29.49

1.00 1.049 120

22.91 22.91 8.50

0.16734 2E 0

8.00 4.00 12.00

2.008 1.342 3.350

101 102

0.00 3.10 0.00 0.00 3.10 0.00 SCHED 40 WET STEEL

28.80 29.49

2.00 2.067 120

0.00 67.99 6.50

0.04606 T 0

5.00 10.00 15.00

0.691 0.000 0.691

19 103

4.48 6.20 23.54 0.00 3.70 0.00 SCHED 40 WET STEEL

27.60 30.85

1.00 1.049 120

23.54 23.54 8.74

0.17596 2E 0

8.30 4.00 12.30

2.164 1.082 3.247

102 103

0.00 3.10 0.00 0.00 3.70 0.00 SCHED 40 WET STEEL

29.49 30.85

2.00 2.067 120

0.00 90.90 8.69

0.07881 ET 0

5.50 15.00 20.50

1.616 -0.260 1.356

20 104

4.48 10.80 25.50 0.00 10.80 0.00 SCHED 40 WET STEEL

32.39 33.21

1.00 1.049 120

25.50 25.50 9.47

0.20401 E 0

2.00 2.00 4.00

0.816 0.000 0.816

103 104

0.00 3.70 0.00 0.00 10.80 0.00 SCHED 40 WET STEEL

30.85 33.21

2.00 2.067 120

0.00 114.44 10.94

0.12067 3ET 0

20.00 25.00 45.00

5.430 -3.074 2.356

C:\ ...\Z12 Train B - Exchangers - Area G.fiw

295 of 342

Tuesday, January 15, 2019, 8:26 AM

Fire - Fire Sprinkler Hydraulics Calculation Program Jacobs ZATE Al-Khobar, 31952

Elite Software Development, Inc. UPGRADE HYDROPROCESSING INTEGRITY-RR Page 38

Fire Sprinkler Output Data Group Peak Pipe Output Data Beg. End. Node

Nodal KFactor (K)

Elevation (feet)

Spk/Hose Discharge (gpm)

Residual Nom. Dia. Pressure Inside Dia. (psi) C-Value

q (gpm) Q (gpm) Velocity (fps)

F. L./ft (psi/ft) Fittings Type-Grp

Pipe-Len. Fit-Len. Tot-Len. (ft)

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

21 105

4.48 15.00 23.79 0.00 14.50 0.00 SCHED 40 WET STEEL

28.19 29.04

1.00 1.049 120

23.79 23.79 8.83

0.17944 E 0

1.50 2.00 3.50

0.628 0.217 0.845

22 106

4.48 15.00 23.84 0.00 14.50 0.00 SCHED 40 WET STEEL

28.32 29.17

1.00 1.049 120

23.84 23.84 8.85

0.18018 E 0

1.50 2.00 3.50

0.631 0.217 0.847

105 106

0.00 14.50 0.00 0.00 14.50 0.00 SCHED 40 WET STEEL

29.04 29.17

2.00 2.067 120

0.00 23.79 2.27

0.00660 T 0

9.50 10.00 19.50

0.129 0.000 0.129

23 107

4.48 15.00 24.01 0.00 14.50 0.00 SCHED 40 WET STEEL

28.73 29.58

1.00 1.049 120

24.01 24.01 8.91

0.18258 E 0

1.50 2.00 3.50

0.639 0.217 0.856

106 107

0.00 14.50 0.00 0.00 14.50 0.00 SCHED 40 WET STEEL

29.17 29.58

2.00 2.067 120

0.00 47.63 4.55

0.02384 T 0

7.50 10.00 17.50

0.417 0.000 0.417

24 108

4.48 15.00 24.37 0.00 14.50 0.00 SCHED 40 WET STEEL

29.60 30.47

1.00 1.049 120

24.37 24.37 9.05

0.18769 E 0

1.50 2.00 3.50

0.657 0.217 0.873

107 108

0.00 14.50 0.00 0.00 14.50 0.00 SCHED 40 WET STEEL

29.58 30.47

2.00 2.067 120

0.00 71.64 6.85

0.05073 T 0

7.50 10.00 17.50

0.888 0.000 0.888

25 109

4.48 15.00 23.70 0.00 14.50 0.00 SCHED 40 WET STEEL

27.98 28.82

1.00 1.049 120

23.70 23.70 8.80

0.17820 E 0

1.50 2.00 3.50

0.624 0.217 0.840

26 110

4.48 15.00 23.45 0.00 14.50 0.00 SCHED 40 WET STEEL

27.41 29.02

1.00 1.049 120

23.45 23.45 8.71

0.17479 2E 0

4.00 4.00 8.00

1.398 0.217 1.615

109 110

0.00 14.50 0.00 0.00 14.50 0.00 SCHED 40 WET STEEL

28.82 29.02

2.00 2.067 120

0.00 23.70 2.27

0.00655 2ET 0

10.00 20.00 30.00

0.197 0.000 0.197

27 111

4.48 15.00 24.02 0.00 14.50 0.00 SCHED 40 WET STEEL

28.75 29.70

1.00 1.049 120

24.02 24.02 8.92

0.18272 E 0

2.00 2.00 4.00

0.731 0.217 0.947

110 111

0.00 14.50 0.00 0.00 14.50 0.00 SCHED 40 WET STEEL

29.02 29.70

2.00 2.067 120

0.00 47.15 4.51

0.02340 2ET 0

9.00 20.00 29.00

0.678 0.000 0.678

C:\ ...\Z12 Train B - Exchangers - Area G.fiw

296 of 342

Tuesday, January 15, 2019, 8:26 AM

Fire - Fire Sprinkler Hydraulics Calculation Program Jacobs ZATE Al-Khobar, 31952

Elite Software Development, Inc. UPGRADE HYDROPROCESSING INTEGRITY-RR Page 39

Fire Sprinkler Output Data Group Peak Pipe Output Data Beg. End. Node

Nodal KFactor (K)

Elevation (feet)

Spk/Hose Discharge (gpm)

Residual Nom. Dia. Pressure Inside Dia. (psi) C-Value

q (gpm) Q (gpm) Velocity (fps)

F. L./ft (psi/ft) Fittings Type-Grp

Pipe-Len. Fit-Len. Tot-Len. (ft)

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

28 112

4.48 15.00 24.38 0.00 14.50 0.00 SCHED 40 WET STEEL

29.61 30.58

1.00 1.049 120

24.38 24.38 9.05

0.18775 E 0

2.00 2.00 4.00

0.751 0.217 0.968

111 112

0.00 14.50 0.00 0.00 14.50 0.00 SCHED 40 WET STEEL

29.70 30.58

2.00 2.067 120

0.00 71.17 6.81

0.05012 T 0

7.50 10.00 17.50

0.877 0.000 0.877

29 113

4.48 5.80 23.13 0.00 3.10 0.00 SCHED 40 WET STEEL

26.65 29.86

1.00 1.049 120

23.13 23.13 8.59

0.17033 2E 0

8.00 4.00 12.00

2.044 1.169 3.213

30 114

4.48 5.80 23.66 0.00 3.10 0.00 SCHED 40 WET STEEL

27.88 29.94

1.00 1.049 120

23.66 23.66 8.78

0.17760 E 0

3.00 2.00 5.00

0.888 1.169 2.057

113 114

0.00 3.10 0.00 0.00 3.10 0.00 SCHED 40 WET STEEL

29.86 29.94

2.00 2.067 120

0.00 23.13 2.21

0.00626 T 0

2.20 10.00 12.20

0.076 0.000 0.076

31 115

4.48 6.20 23.33 0.00 3.10 0.00 SCHED 40 WET STEEL

27.12 30.54

1.00 1.049 120

23.33 23.33 8.66

0.17310 2E 0

8.00 4.00 12.00

2.077 1.342 3.420

114 115

0.00 3.10 0.00 0.00 3.10 0.00 SCHED 40 WET STEEL

29.94 30.54

2.00 2.067 120

0.00 46.78 4.47

0.02306 ET 0

11.00 15.00 26.00

0.600 0.000 0.600

32 116

4.48 6.20 23.62 0.00 3.10 0.00 SCHED 40 WET STEEL

27.80 31.27

1.00 1.049 120

23.62 23.62 8.77

0.17713 2E 0

8.00 4.00 12.00

2.126 1.342 3.468

115 116

0.00 3.10 0.00 0.00 3.10 0.00 SCHED 40 WET STEEL

30.54 31.27

2.00 2.067 120

0.00 70.11 6.70

0.04874 T 0

5.00 10.00 15.00

0.731 0.000 0.731

33 117

4.48 6.20 24.25 0.00 3.70 0.00 SCHED 40 WET STEEL

29.31 32.72

1.00 1.049 120

24.25 24.25 9.00

0.18601 2E 0

8.50 4.00 12.50

2.325 1.082 3.408

116 117

0.00 3.10 0.00 0.00 3.70 0.00 SCHED 40 WET STEEL

31.27 32.72

2.00 2.067 120

0.00 93.73 8.96

0.08341 ET 0

5.50 15.00 20.50

1.710 -0.260 1.450

34 118

4.48 15.00 24.02 0.00 14.50 0.00 SCHED 40 WET STEEL

28.75 29.60

1.00 1.049 120

24.02 24.02 8.92

0.18271 E 0

1.50 2.00 3.50

0.639 0.217 0.856

C:\ ...\Z12 Train B - Exchangers - Area G.fiw

297 of 342

Tuesday, January 15, 2019, 8:26 AM

Fire - Fire Sprinkler Hydraulics Calculation Program Jacobs ZATE Al-Khobar, 31952

Elite Software Development, Inc. UPGRADE HYDROPROCESSING INTEGRITY-RR Page 40

Fire Sprinkler Output Data Group Peak Pipe Output Data Beg. End. Node

Nodal KFactor (K)

Elevation (feet)

Spk/Hose Discharge (gpm)

Residual Nom. Dia. Pressure Inside Dia. (psi) C-Value

q (gpm) Q (gpm) Velocity (fps)

F. L./ft (psi/ft) Fittings Type-Grp

Pipe-Len. Fit-Len. Tot-Len. (ft)

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

35 119

4.48 15.00 24.07 0.00 14.50 0.00 SCHED 40 WET STEEL

28.87 29.73

1.00 1.049 120

24.07 24.07 8.94

0.18344 E 0

1.50 2.00 3.50

0.642 0.217 0.859

118 119

0.00 14.50 0.00 0.00 14.50 0.00 SCHED 40 WET STEEL

29.60 29.73

2.00 2.067 120

0.00 24.02 2.30

0.00672 T 0

9.00 10.00 19.00

0.128 0.000 0.128

36 120

4.48 15.00 24.25 0.00 14.50 0.00 SCHED 40 WET STEEL

29.29 30.16

1.00 1.049 120

24.25 24.25 9.00

0.18589 E 0

1.50 2.00 3.50

0.651 0.217 0.867

119 120

0.00 14.50 0.00 0.00 14.50 0.00 SCHED 40 WET STEEL

29.73 30.16

2.00 2.067 120

0.00 48.09 4.60

0.02427 T 0

7.50 10.00 17.50

0.425 0.000 0.425

37 121

4.48 15.00 24.61 0.00 14.50 0.00 SCHED 40 WET STEEL

30.18 31.06

1.00 1.049 120

24.61 24.61 9.14

0.19108 E 0

1.50 2.00 3.50

0.669 0.217 0.885

120 121

0.00 14.50 0.00 0.00 14.50 0.00 SCHED 40 WET STEEL

30.16 31.06

2.00 2.067 120

0.00 72.34 6.92

0.05165 T 0

7.50 10.00 17.50

0.904 0.000 0.904

38 122

4.48 15.00 22.96 0.00 14.50 0.00 SCHED 40 WET STEEL

26.25 27.90

1.00 1.049 120

22.96 22.96 8.52

0.16799 F2E 0

3.50 5.00 8.50

1.428 0.217 1.644

39 123

4.48 15.00 23.07 0.00 14.50 0.00 SCHED 40 WET STEEL

26.51 28.08

1.00 1.049 120

23.07 23.07 8.56

0.16952 F2E 0

3.00 5.00 8.00

1.356 0.217 1.573

122 123

0.00 14.50 0.00 0.00 14.50 0.00 SCHED 40 WET STEEL

27.90 28.08

2.00 2.067 120

0.00 22.96 2.19

0.00618 2ET 0

10.00 20.00 30.00

0.185 0.000 0.185

40 124

4.48 15.00 23.55 0.00 14.50 0.00 SCHED 40 WET STEEL

27.64 28.57

1.00 1.049 120

23.55 23.55 8.74

0.17620 E 0

2.00 2.00 4.00

0.705 0.217 0.921

123 124

0.00 14.50 0.00 0.00 14.50 0.00 SCHED 40 WET STEEL

28.08 28.57

2.00 2.067 120

0.00 46.02 4.40

0.02237 2FT 0

7.50 14.00 21.50

0.481 0.000 0.481

41 125

4.48 15.00 23.90 0.00 14.50 0.00 SCHED 40 WET STEEL

28.47 29.41

1.00 1.049 120

23.90 23.90 8.87

0.18104 E 0

2.00 2.00 4.00

0.724 0.217 0.941

C:\ ...\Z12 Train B - Exchangers - Area G.fiw

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Tuesday, January 15, 2019, 8:26 AM

Fire - Fire Sprinkler Hydraulics Calculation Program Jacobs ZATE Al-Khobar, 31952

Elite Software Development, Inc. UPGRADE HYDROPROCESSING INTEGRITY-RR Page 41

Fire Sprinkler Output Data Group Peak Pipe Output Data Beg. End. Node

Nodal KFactor (K)

Elevation (feet)

Spk/Hose Discharge (gpm)

Residual Nom. Dia. Pressure Inside Dia. (psi) C-Value

q (gpm) Q (gpm) Velocity (fps)

F. L./ft (psi/ft) Fittings Type-Grp

Pipe-Len. Fit-Len. Tot-Len. (ft)

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

124 125

0.00 14.50 0.00 0.00 14.50 0.00 SCHED 40 WET STEEL

28.57 29.41

2.00 2.067 120

0.00 69.58 6.65

0.04806 T 0

7.50 10.00 17.50

0.841 0.000 0.841

42 126

4.48 10.80 24.43 0.00 14.50 0.00 SCHED 40 WET STEEL

29.74 31.44

1.00 1.049 120

24.43 24.43 9.07

0.18854 5E 0

7.50 10.00 17.50

3.299 -1.602 1.697

125 126

0.00 14.50 0.00 0.00 14.50 0.00 SCHED 40 WET STEEL

29.41 31.44

2.00 2.067 120

0.00 93.48 8.94

0.08299 ET 0

9.50 15.00 24.50

2.033 0.000 2.033

43 127

4.48 5.80 23.10 0.00 3.10 0.00 SCHED 40 WET STEEL

26.59 29.80

1.00 1.049 120

23.10 23.10 8.58

0.17000 2E 0

8.00 4.00 12.00

2.040 1.169 3.209

44 128

4.48 5.80 23.63 0.00 3.10 0.00 SCHED 40 WET STEEL

27.82 29.88

1.00 1.049 120

23.63 23.63 8.77

0.17726 E 0

3.00 2.00 5.00

0.886 1.169 2.055

127 128

0.00 3.10 0.00 0.00 3.10 0.00 SCHED 40 WET STEEL

29.80 29.88

2.00 2.067 120

0.00 23.10 2.21

0.00625 T 0

2.20 10.00 12.20

0.076 0.000 0.076

45 129

4.48 6.20 23.30 0.00 3.10 0.00 SCHED 40 WET STEEL

27.06 30.49

1.00 1.049 120

23.30 23.30 8.65

0.17273 2E 0

8.10 4.00 12.10

2.090 1.342 3.432

128 129

0.00 3.10 0.00 0.00 3.10 0.00 SCHED 40 WET STEEL

29.88 30.49

2.00 2.067 120

0.00 46.73 4.47

0.02301 ET 0

11.50 15.00 26.50

0.610 0.000 0.610

46 130

4.48 6.20 23.59 0.00 3.10 0.00 SCHED 40 WET STEEL

27.74 31.22

1.00 1.049 120

23.59 23.59 8.76

0.17675 2E 0

8.10 4.00 12.10

2.139 1.342 3.481

129 130

0.00 3.10 0.00 0.00 3.10 0.00 SCHED 40 WET STEEL

30.49 31.22

2.00 2.067 120

0.00 70.04 6.70

0.04865 T 0

5.00 10.00 15.00

0.730 0.000 0.730

47 131

4.48 6.20 24.20 0.00 3.70 0.00 SCHED 40 WET STEEL

29.17 32.66

1.00 1.049 120

24.20 24.20 8.98

0.18521 2E 0

9.00 4.00 13.00

2.408 1.082 3.490

130 131

0.00 3.10 0.00 0.00 3.70 0.00 SCHED 40 WET STEEL

31.22 32.66

2.00 2.067 120

0.00 93.63 8.95

0.08324 ET 0

5.50 15.00 20.50

1.706 -0.260 1.447

C:\ ...\Z12 Train B - Exchangers - Area G.fiw

299 of 342

Tuesday, January 15, 2019, 8:26 AM

Fire - Fire Sprinkler Hydraulics Calculation Program Jacobs ZATE Al-Khobar, 31952

Elite Software Development, Inc. UPGRADE HYDROPROCESSING INTEGRITY-RR Page 42

Fire Sprinkler Output Data Group Peak Pipe Output Data Beg. End. Node

Nodal KFactor (K)

Elevation (feet)

Spk/Hose Discharge (gpm)

Residual Nom. Dia. Pressure Inside Dia. (psi) C-Value

q (gpm) Q (gpm) Velocity (fps)

F. L./ft (psi/ft) Fittings Type-Grp

Pipe-Len. Fit-Len. Tot-Len. (ft)

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

48 132

4.48 10.80 26.10 0.00 10.80 0.00 SCHED 40 WET STEEL

33.94 35.32

1.00 1.049 120

26.10 26.10 9.69

0.21302 2E 0

2.50 4.00 6.50

1.385 0.000 1.385

131 132

0.00 3.70 0.00 0.00 10.80 0.00 SCHED 40 WET STEEL

32.66 35.32

2.00 2.067 120

0.00 117.83 11.27

0.12736 3ET 0

20.00 25.00 45.00

5.731 -3.074 2.657

49 133

4.48 14.70 24.47 0.00 14.50 0.00 SCHED 40 WET STEEL

29.83 30.88

1.00 1.049 120

24.47 24.47 9.08

0.18907 FE 0

2.10 3.00 5.10

0.964 0.087 1.051

50 134

4.48 14.70 24.37 0.00 14.50 0.00 SCHED 40 WET STEEL

29.60 31.10

1.00 1.049 120

24.37 24.37 9.05

0.18772 F2E 0

2.50 5.00 7.50

1.408 0.087 1.494

133 134

0.00 14.50 0.00 0.00 14.50 0.00 SCHED 40 WET STEEL

30.88 31.10

2.00 2.067 120

0.00 24.47 2.34

0.00695 2ET 0

10.50 20.00 30.50

0.212 0.000 0.212

51 135

4.48 15.00 24.80 0.00 14.50 0.00 SCHED 40 WET STEEL

30.65 31.65

1.00 1.049 120

24.80 24.80 9.21

0.19388 E 0

2.00 2.00 4.00

0.776 0.217 0.992

134 135

0.00 14.50 0.00 0.00 14.50 0.00 SCHED 40 WET STEEL

31.10 31.65

2.00 2.067 120

0.00 48.84 4.67

0.02497 2FT 0

8.00 14.00 22.00

0.549 0.000 0.549

52 136

4.48 15.00 25.17 0.00 14.50 0.00 SCHED 40 WET STEEL

31.57 32.58

1.00 1.049 120

25.17 25.17 9.34

0.19922 E 0

2.00 2.00 4.00

0.797 0.217 1.013

135 136

0.00 14.50 0.00 0.00 14.50 0.00 SCHED 40 WET STEEL

31.65 32.58

2.00 2.067 120

0.00 73.65 7.04

0.05339 T 0

7.50 10.00 17.50

0.934 0.000 0.934

53 137

4.48 15.00 24.38 0.00 14.50 0.00 SCHED 40 WET STEEL

29.60 30.48

1.00 1.049 120

24.38 24.38 9.05

0.18773 E 0

1.50 2.00 3.50

0.657 0.217 0.874

54 138

4.48 15.00 24.20 0.00 14.50 0.00 SCHED 40 WET STEEL

29.18 30.69

1.00 1.049 120

24.20 24.20 8.98

0.18523 FE 0

4.00 3.00 7.00

1.297 0.217 1.513

137 138

0.00 14.50 0.00 0.00 14.50 0.00 SCHED 40 WET STEEL

30.48 30.69

2.00 2.067 120

0.00 24.38 2.33

0.00690 2ET 0

11.00 20.00 31.00

0.214 0.000 0.214

C:\ ...\Z12 Train B - Exchangers - Area G.fiw

300 of 342

Tuesday, January 15, 2019, 8:26 AM

Fire - Fire Sprinkler Hydraulics Calculation Program Jacobs ZATE Al-Khobar, 31952

Elite Software Development, Inc. UPGRADE HYDROPROCESSING INTEGRITY-RR Page 43

Fire Sprinkler Output Data Group Peak Pipe Output Data Beg. End. Node

Nodal KFactor (K)

Elevation (feet)

Spk/Hose Discharge (gpm)

Residual Nom. Dia. Pressure Inside Dia. (psi) C-Value

q (gpm) Q (gpm) Velocity (fps)

F. L./ft (psi/ft) Fittings Type-Grp

Pipe-Len. Fit-Len. Tot-Len. (ft)

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

55 139

4.48 15.00 24.71 0.00 14.50 0.00 SCHED 40 WET STEEL

30.42 31.41

1.00 1.049 120

24.71 24.71 9.17

0.19252 E 0

2.00 2.00 4.00

0.770 0.217 0.987

138 139

0.00 14.50 0.00 0.00 14.50 0.00 SCHED 40 WET STEEL

30.69 31.41

2.00 2.067 120

0.00 48.57 4.64

0.02472 2ET 0

9.00 20.00 29.00

0.717 0.000 0.717

56 140

4.48 15.00 25.07 0.00 14.50 0.00 SCHED 40 WET STEEL

31.33 32.33

1.00 1.049 120

25.07 25.07 9.31

0.19781 E 0

2.00 2.00 4.00

0.791 0.217 1.008

139 140

0.00 14.50 0.00 0.00 14.50 0.00 SCHED 40 WET STEEL

31.41 32.33

2.00 2.067 120

0.00 73.28 7.01

0.05290 T 0

7.50 10.00 17.50

0.926 0.000 0.926

57 141

4.48 5.80 22.71 0.00 3.10 0.00 SCHED 40 WET STEEL

25.71 28.85

1.00 1.049 120

22.71 22.71 8.43

0.16474 2E 0

8.00 4.00 12.00

1.977 1.169 3.146

58 142

4.48 5.80 23.23 0.00 3.10 0.00 SCHED 40 WET STEEL

26.90 28.93

1.00 1.049 120

23.23 23.23 8.63

0.17180 E 0

3.00 2.00 5.00

0.859 1.169 2.028

141 142

0.00 3.10 0.00 0.00 3.10 0.00 SCHED 40 WET STEEL

28.85 28.93

2.00 2.067 120

0.00 22.71 2.17

0.00606 T 0

2.20 10.00 12.20

0.074 0.000 0.074

59 143

4.48 6.20 22.91 0.00 3.10 0.00 SCHED 40 WET STEEL

26.15 29.51

1.00 1.049 120

22.91 22.91 8.51

0.16740 2E 0

8.00 4.00 12.00

2.009 1.342 3.351

142 143

0.00 3.10 0.00 0.00 3.10 0.00 SCHED 40 WET STEEL

28.93 29.51

2.00 2.067 120

0.00 45.95 4.39

0.02230 ET 0

11.00 15.00 26.00

0.580 0.000 0.580

60 144

4.48 6.20 23.20 0.00 3.10 0.00 SCHED 40 WET STEEL

26.81 30.21

1.00 1.049 120

23.20 23.20 8.61

0.17131 2E 0

8.00 4.00 12.00

2.056 1.342 3.398

143 144

0.00 3.10 0.00 0.00 3.10 0.00 SCHED 40 WET STEEL

29.51 30.21

2.00 2.067 120

0.00 68.86 6.58

0.04714 T 0

5.00 10.00 15.00

0.707 0.000 0.707

61 145

4.48 6.20 23.82 0.00 3.70 0.00 SCHED 40 WET STEEL

28.27 31.61

1.00 1.049 120

23.82 23.82 8.84

0.17992 2E 0

8.50 4.00 12.50

2.249 1.082 3.331

C:\ ...\Z12 Train B - Exchangers - Area G.fiw

301 of 342

Tuesday, January 15, 2019, 8:26 AM

Fire - Fire Sprinkler Hydraulics Calculation Program Jacobs ZATE Al-Khobar, 31952

Elite Software Development, Inc. UPGRADE HYDROPROCESSING INTEGRITY-RR Page 44

Fire Sprinkler Output Data Group Peak Pipe Output Data Beg. End. Node

Nodal KFactor (K)

Elevation (feet)

Spk/Hose Discharge (gpm)

Residual Nom. Dia. Pressure Inside Dia. (psi) C-Value

q (gpm) Q (gpm) Velocity (fps)

F. L./ft (psi/ft) Fittings Type-Grp

Pipe-Len. Fit-Len. Tot-Len. (ft)

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

144 145

0.00 3.10 0.00 0.00 3.70 0.00 SCHED 40 WET STEEL

30.21 31.61

2.00 2.067 120

0.00 92.06 8.80

0.08067 ET 0

5.50 15.00 20.50

1.654 -0.260 1.394

62 146

4.48 10.80 25.83 0.00 10.80 0.00 SCHED 40 WET STEEL

33.25 34.09

1.00 1.049 120

25.83 25.83 9.59

0.20904 E 0

2.00 2.00 4.00

0.836 0.000 0.836

145 146

0.00 3.70 0.00 0.00 10.80 0.00 SCHED 40 WET STEEL

31.61 34.09

2.00 2.067 120

0.00 115.88 11.08

0.12349 3ET 0

20.00 25.00 45.00

5.557 -3.074 2.483

63 147

4.48 15.00 24.43 0.00 14.50 0.00 SCHED 40 WET STEEL

29.74 30.61

1.00 1.049 120

24.43 24.43 9.07

0.18850 E 0

1.50 2.00 3.50

0.660 0.217 0.876

64 148

4.48 15.00 24.44 0.00 14.50 0.00 SCHED 40 WET STEEL

29.77 30.74

1.00 1.049 120

24.44 24.44 9.07

0.18872 E 0

2.00 2.00 4.00

0.755 0.217 0.971

147 148

0.00 14.50 0.00 0.00 14.50 0.00 SCHED 40 WET STEEL

30.61 30.74

2.00 2.067 120

0.00 24.43 2.34

0.00693 T 0

9.00 10.00 19.00

0.132 0.000 0.132

65 149

4.48 15.00 24.62 0.00 14.50 0.00 SCHED 40 WET STEEL

30.20 31.18

1.00 1.049 120

24.62 24.62 9.14

0.19123 E 0

2.00 2.00 4.00

0.765 0.217 0.981

148 149

0.00 14.50 0.00 0.00 14.50 0.00 SCHED 40 WET STEEL

30.74 31.18

2.00 2.067 120

0.00 48.87 4.67

0.02500 T 0

7.50 10.00 17.50

0.438 0.000 0.438

66 150

4.48 15.00 24.99 0.00 14.50 0.00 SCHED 40 WET STEEL

31.11 32.11

1.00 1.049 120

24.99 24.99 9.28

0.19655 E 0

2.00 2.00 4.00

0.786 0.217 1.003

149 150

0.00 14.50 0.00 0.00 14.50 0.00 SCHED 40 WET STEEL

31.18 32.11

2.00 2.067 120

0.00 73.49 7.03

0.05318 T 0

7.50 10.00 17.50

0.931 0.000 0.931

67 151

4.48 15.00 24.23 0.00 14.50 0.00 SCHED 40 WET STEEL

29.26 30.12

1.00 1.049 120

24.23 24.23 9.00

0.18569 E 0

1.50 2.00 3.50

0.650 0.217 0.866

68 152

4.48 15.00 24.06 0.00 14.50 0.00 SCHED 40 WET STEEL

28.84 30.33

1.00 1.049 120

24.06 24.06 8.93

0.18322 FE 0

4.00 3.00 7.00

1.283 0.217 1.499

C:\ ...\Z12 Train B - Exchangers - Area G.fiw

302 of 342

Tuesday, January 15, 2019, 8:26 AM

Fire - Fire Sprinkler Hydraulics Calculation Program Jacobs ZATE Al-Khobar, 31952

Elite Software Development, Inc. UPGRADE HYDROPROCESSING INTEGRITY-RR Page 45

Fire Sprinkler Output Data Group Peak Pipe Output Data Beg. End. Node

Nodal KFactor (K)

Elevation (feet)

Spk/Hose Discharge (gpm)

Residual Nom. Dia. Pressure Inside Dia. (psi) C-Value

q (gpm) Q (gpm) Velocity (fps)

F. L./ft (psi/ft) Fittings Type-Grp

Pipe-Len. Fit-Len. Tot-Len. (ft)

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

151 152

0.00 14.50 0.00 0.00 14.50 0.00 SCHED 40 WET STEEL

30.12 30.33

2.00 2.067 120

0.00 24.23 2.32

0.00683 2ET 0

11.00 20.00 31.00

0.212 0.000 0.212

69 153

4.48 15.00 24.56 0.00 14.50 0.00 SCHED 40 WET STEEL

30.07 31.04

1.00 1.049 120

24.56 24.56 9.12

0.19044 E 0

2.00 2.00 4.00

0.762 0.217 0.978

152 153

0.00 14.50 0.00 0.00 14.50 0.00 SCHED 40 WET STEEL

30.33 31.04

2.00 2.067 120

0.00 48.29 4.62

0.02445 2ET 0

9.00 20.00 29.00

0.709 0.000 0.709

70 154

4.48 15.00 24.93 0.00 14.50 0.00 SCHED 40 WET STEEL

30.96 31.96

1.00 1.049 120

24.93 24.93 9.25

0.19567 E 0

2.00 2.00 4.00

0.783 0.217 0.999

153 154

0.00 14.50 0.00 0.00 14.50 0.00 SCHED 40 WET STEEL

31.04 31.96

2.00 2.067 120

0.00 72.85 6.97

0.05233 T 0

7.50 10.00 17.50

0.916 0.000 0.916

71 155

4.48 5.80 22.43 0.00 3.10 0.00 SCHED 40 WET STEEL

25.08 28.18

1.00 1.049 120

22.43 22.43 8.33

0.16100 2E 0

8.00 4.00 12.00

1.932 1.169 3.101

72 156

4.48 5.80 22.95 0.00 3.10 0.00 SCHED 40 WET STEEL

26.24 28.25

1.00 1.049 120

22.95 22.95 8.52

0.16791 E 0

3.00 2.00 5.00

0.840 1.169 2.009

155 156

0.00 3.10 0.00 0.00 3.10 0.00 SCHED 40 WET STEEL

28.18 28.25

2.00 2.067 120

0.00 22.43 2.14

0.00592 T 0

2.20 10.00 12.20

0.072 0.000 0.072

73 157

4.48 6.20 22.63 0.00 3.10 0.00 SCHED 40 WET STEEL

25.51 28.82

1.00 1.049 120

22.63 22.63 8.40

0.16359 2E 0

8.00 4.00 12.00

1.963 1.342 3.305

156 157

0.00 3.10 0.00 0.00 3.10 0.00 SCHED 40 WET STEEL

28.25 28.82

2.00 2.067 120

0.00 45.38 4.34

0.02180 ET 0

11.00 15.00 26.00

0.567 0.000 0.567

74 158

4.48 6.20 22.91 0.00 3.10 0.00 SCHED 40 WET STEEL

26.16 29.51

1.00 1.049 120

22.91 22.91 8.51

0.16741 2E 0

8.00 4.00 12.00

2.009 1.342 3.351

157 158

0.00 3.10 0.00 0.00 3.10 0.00 SCHED 40 WET STEEL

28.82 29.51

2.00 2.067 120

0.00 68.01 6.50

0.04607 T 0

5.00 10.00 15.00

0.691 0.000 0.691

C:\ ...\Z12 Train B - Exchangers - Area G.fiw

303 of 342

Tuesday, January 15, 2019, 8:26 AM

Fire - Fire Sprinkler Hydraulics Calculation Program Jacobs ZATE Al-Khobar, 31952

Elite Software Development, Inc. UPGRADE HYDROPROCESSING INTEGRITY-RR Page 46

Fire Sprinkler Output Data Group Peak Pipe Output Data Beg. End. Node

Nodal KFactor (K)

Elevation (feet)

Spk/Hose Discharge (gpm)

Residual Nom. Dia. Pressure Inside Dia. (psi) C-Value

q (gpm) Q (gpm) Velocity (fps)

F. L./ft (psi/ft) Fittings Type-Grp

Pipe-Len. Fit-Len. Tot-Len. (ft)

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

75 159

4.48 6.20 23.53 0.00 3.70 0.00 SCHED 40 WET STEEL

27.58 30.86

1.00 1.049 120

23.53 23.53 8.73

0.17584 2E 0

8.50 4.00 12.50

2.198 1.082 3.281

158 159

0.00 3.10 0.00 0.00 3.70 0.00 SCHED 40 WET STEEL

29.51 30.86

2.00 2.067 120

0.00 90.92 8.69

0.07884 ET 0

5.50 15.00 20.50

1.616 -0.260 1.356

76 160

4.48 10.80 25.50 0.00 10.80 0.00 SCHED 40 WET STEEL

32.40 33.22

1.00 1.049 120

25.50 25.50 9.47

0.20410 E 0

2.00 2.00 4.00

0.816 0.000 0.816

159 160

0.00 3.70 0.00 0.00 10.80 0.00 SCHED 40 WET STEEL

30.86 33.22

2.00 2.067 120

0.00 114.45 10.94

0.12069 3ET 0

20.00 25.00 45.00

5.431 -3.074 2.357

77 161

4.48 15.00 24.06 0.00 14.50 0.00 SCHED 40 WET STEEL

28.85 29.79

1.00 1.049 120

24.06 24.06 8.93

0.18327 E 0

2.00 2.00 4.00

0.733 0.217 0.950

78 162

4.48 15.00 24.11 0.00 14.50 0.00 SCHED 40 WET STEEL

28.97 29.93

1.00 1.049 120

24.11 24.11 8.95

0.18403 E 0

2.00 2.00 4.00

0.736 0.217 0.953

161 162

0.00 14.50 0.00 0.00 14.50 0.00 SCHED 40 WET STEEL

29.79 29.93

2.00 2.067 120

0.00 24.06 2.30

0.00674 T 0

9.50 10.00 19.50

0.131 0.000 0.131

79 163

4.48 15.00 24.29 0.00 14.50 0.00 SCHED 40 WET STEEL

29.39 30.35

1.00 1.049 120

24.29 24.29 9.02

0.18647 E 0

2.00 2.00 4.00

0.746 0.217 0.962

162 163

0.00 14.50 0.00 0.00 14.50 0.00 SCHED 40 WET STEEL

29.93 30.35

2.00 2.067 120

0.00 48.18 4.61

0.02434 T 0

7.50 10.00 17.50

0.426 0.000 0.426

80 164

4.48 15.00 24.65 0.00 14.50 0.00 SCHED 40 WET STEEL

30.28 31.26

1.00 1.049 120

24.65 24.65 9.15

0.19167 E 0

2.00 2.00 4.00

0.767 0.217 0.983

163 164

0.00 14.50 0.00 0.00 14.50 0.00 SCHED 40 WET STEEL

30.35 31.26

2.00 2.067 120

0.00 72.46 6.93

0.05181 T 0

7.50 10.00 17.50

0.907 0.000 0.907

81 165

4.48 15.00 23.54 0.00 14.50 0.00 SCHED 40 WET STEEL

27.61 29.59

1.00 1.049 120

23.54 23.54 8.74

0.17602 3E 0

4.00 6.00 10.00

1.760 0.217 1.977

C:\ ...\Z12 Train B - Exchangers - Area G.fiw

304 of 342

Tuesday, January 15, 2019, 8:26 AM

Fire - Fire Sprinkler Hydraulics Calculation Program Jacobs ZATE Al-Khobar, 31952

Elite Software Development, Inc. UPGRADE HYDROPROCESSING INTEGRITY-RR Page 47

Fire Sprinkler Output Data Group Peak Pipe Output Data Beg. End. Node

Nodal KFactor (K)

Elevation (feet)

Spk/Hose Discharge (gpm)

Residual Nom. Dia. Pressure Inside Dia. (psi) C-Value

q (gpm) Q (gpm) Velocity (fps)

F. L./ft (psi/ft) Fittings Type-Grp

Pipe-Len. Fit-Len. Tot-Len. (ft)

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

82 166

4.48 15.00 24.10 0.00 14.50 0.00 SCHED 40 WET STEEL

28.93 29.79

1.00 1.049 120

24.10 24.10 8.95

0.18380 E 0

1.50 2.00 3.50

0.643 0.217 0.860

165 166

0.00 14.50 0.00 0.00 14.50 0.00 SCHED 40 WET STEEL

29.59 29.79

2.00 2.067 120

0.00 23.54 2.25

0.00647 2ET 0

11.50 20.00 31.50

0.204 0.000 0.204

83 167

4.48 15.00 24.27 0.00 14.50 0.00 SCHED 40 WET STEEL

29.34 30.21

1.00 1.049 120

24.27 24.27 9.01

0.18620 E 0

1.50 2.00 3.50

0.652 0.217 0.868

166 167

0.00 14.50 0.00 0.00 14.50 0.00 SCHED 40 WET STEEL

29.79 30.21

2.00 2.067 120

0.00 47.64 4.55

0.02385 T 0

7.50 10.00 17.50

0.417 0.000 0.417

84 168

4.48 15.00 24.63 0.00 14.50 0.00 SCHED 40 WET STEEL

30.22 31.11

1.00 1.049 120

24.63 24.63 9.14

0.19133 E 0

1.50 2.00 3.50

0.670 0.217 0.886

167 168

0.00 14.50 0.00 0.00 14.50 0.00 SCHED 40 WET STEEL

30.21 31.11

2.00 2.067 120

0.00 71.91 6.88

0.05108 T 0

7.50 10.00 17.50

0.894 0.000 0.894

94 169

0.00 14.50 0.00 0.00 14.50 0.00 SCHED 40 WET STEEL

29.78 31.61

2.00 2.067 120

0.00 94.80 9.06

0.08517 2FT 0

7.50 14.00 21.50

1.831 0.000 1.831

98 169

0.00 14.50 0.00 0.00 14.50 0.00 SCHED 40 WET STEEL

29.43 31.61

2.00 2.067 120

0.00 94.01 8.99

0.08387 ET 0

11.00 15.00 26.00

2.181 0.000 2.181

90 170

0.00 10.80 0.00 0.00 12.70 0.00 SCHED 40 WET STEEL

32.29 33.54

2.00 2.067 120

0.00 138.91 13.28

0.17270 T 0

2.00 10.00 12.00

2.072 -0.823 1.250

169 170

0.00 14.50 0.00 0.00 12.70 0.00 SCHED 40 WET STEEL FBE LINED

31.61 33.54

3.00 3.068

0.00 188.81

0.03840 ET

4.50 25.52

1.153 0.779

130

8.19

0

30.02

1.932

108 171

0.00 14.50 0.00 0.00 14.50 0.00 SCHED 40 WET STEEL

30.47 32.52

2.00 2.067 120

0.00 96.01 9.18

0.08720 ET 0

8.50 15.00 23.50

2.049 0.000 2.049

112 171

0.00 14.50 0.00 0.00 14.50 0.00 SCHED 40 WET STEEL

30.58 32.52

2.00 2.067 120

0.00 95.55 9.14

0.08643 2FT 0

8.50 14.00 22.50

1.945 0.000 1.945

C:\ ...\Z12 Train B - Exchangers - Area G.fiw

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Tuesday, January 15, 2019, 8:26 AM

Fire - Fire Sprinkler Hydraulics Calculation Program Jacobs ZATE Al-Khobar, 31952

Elite Software Development, Inc. UPGRADE HYDROPROCESSING INTEGRITY-RR Page 48

Fire Sprinkler Output Data Group Peak Pipe Output Data Beg. End. Node

Nodal KFactor (K)

Elevation (feet)

Spk/Hose Discharge (gpm)

Residual Nom. Dia. Pressure Inside Dia. (psi) C-Value

q (gpm) Q (gpm) Velocity (fps)

F. L./ft (psi/ft) Fittings Type-Grp

Pipe-Len. Fit-Len. Tot-Len. (ft)

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

104 172

0.00 10.80 0.00 0.00 12.70 0.00 SCHED 40 WET STEEL

33.21 34.48

2.00 2.067 120

0.00 139.94 13.38

0.17507 T 0

2.00 10.00 12.00

2.101 -0.823 1.278

171 172

0.00 14.50 0.00 0.00 12.70 0.00 SCHED 40 WET STEEL FBE LINED

32.52 34.48

3.00 3.068

0.00 191.56

0.03944 ET

4.50 25.52

1.184 0.779

130

8.31

0

30.02

1.963

121 173

0.00 14.50 0.00 0.00 14.50 0.00 SCHED 40 WET STEEL

31.06 32.97

2.00 2.067 120

0.00 96.95 9.27

0.08878 ET 0

6.50 15.00 21.50

1.909 0.000 1.909

126 173

0.00 14.50 0.00 0.00 14.50 0.00 SCHED 40 WET STEEL

31.44 32.97

2.00 2.067 120

0.00 117.91 11.27

0.12753 T 0

2.00 10.00 12.00

1.530 0.000 1.530

117 174

0.00 3.70 0.00 0.00 14.50 0.00 SCHED 40 WET STEEL

32.72 33.92

2.00 2.067 120

0.00 117.99 11.28

0.12768 3ET 0

21.00 25.00 46.00

5.873 -4.676 1.197

173 174

0.00 14.50 0.00 0.00 14.50 0.00 SCHED 40 WET STEEL FBE LINED

32.97 33.92

3.00 3.068

0.00 214.86

0.04877 T

2.00 17.40

0.946 0.000

130

9.32

0

19.40

0.946

136 175

0.00 14.50 0.00 0.00 14.50 0.00 SCHED 40 WET STEEL

32.58 34.70

2.00 2.067 120

0.00 98.82 9.45

0.09198 ET 0

8.10 15.00 23.10

2.125 0.000 2.125

140 175

0.00 14.50 0.00 0.00 14.50 0.00 SCHED 40 WET STEEL

32.33 34.70

2.00 2.067 120

0.00 98.36 9.40

0.09119 ET 0

11.00 15.00 26.00

2.371 0.000 2.371

132 176

0.00 10.80 0.00 0.00 12.70 0.00 SCHED 40 WET STEEL

35.32 36.71

2.00 2.067 120

0.00 143.93 13.76

0.18442 T 0

2.00 10.00 12.00

2.213 -0.823 1.390

175 176

0.00 14.50 0.00 0.00 12.70 0.00 SCHED 40 WET STEEL FBE LINED

34.70 36.71

3.00 3.068

0.00 197.18

0.04161 ET

4.00 25.52

1.228 0.779

130

8.56

0

29.52

2.008

0.00 14.50 0.00 0.00 14.50 0.00 SCHED 40 WET STEEL

32.11 34.21

2.00 2.067 120

0.00 98.48 9.42

0.09140 ET 0

8.00 15.00 23.00

2.102 0.000 2.102

150 177

C:\ ...\Z12 Train B - Exchangers - Area G.fiw

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Tuesday, January 15, 2019, 8:26 AM

Fire - Fire Sprinkler Hydraulics Calculation Program Jacobs ZATE Al-Khobar, 31952

Elite Software Development, Inc. UPGRADE HYDROPROCESSING INTEGRITY-RR Page 49

Fire Sprinkler Output Data Group Peak Pipe Output Data Beg. End. Node

Nodal KFactor (K)

Elevation (feet)

Spk/Hose Discharge (gpm)

Residual Nom. Dia. Pressure Inside Dia. (psi) C-Value

q (gpm) Q (gpm) Velocity (fps)

F. L./ft (psi/ft) Fittings Type-Grp

Pipe-Len. Fit-Len. Tot-Len. (ft)

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

154 177

0.00 14.50 0.00 0.00 14.50 0.00 SCHED 40 WET STEEL

31.96 34.21

2.00 2.067 120

0.00 97.78 9.35

0.09020 ET 0

10.00 15.00 25.00

2.255 0.000 2.255

146 178

0.00 10.80 0.00 0.00 14.50 0.00 SCHED 40 WET STEEL

34.09 35.00

2.00 2.067 120

0.00 141.71 13.55

0.17921 T 0

4.00 10.00 14.00

2.509 -1.602 0.907

177 178

0.00 14.50 0.00 0.00 14.50 0.00 SCHED 40 WET STEEL FBE LINED

34.21 35.00

3.00 3.068

0.00 196.26

0.04125 T

1.55 17.40

0.782 0.000

130

8.52

0

18.95

0.782

164 179

0.00 14.50 0.00 0.00 14.50 0.00 SCHED 40 WET STEEL

31.26 33.31

2.00 2.067 120

0.00 97.11 9.29

0.08906 ET 0

8.00 15.00 23.00

2.048 0.000 2.048

168 179

0.00 14.50 0.00 0.00 14.50 0.00 SCHED 40 WET STEEL

31.11 33.31

2.00 2.067 120

0.00 96.54 9.23

0.08808 ET 0

10.00 15.00 25.00

2.202 0.000 2.202

160 180

0.00 10.80 0.00 0.00 14.50 0.00 SCHED 40 WET STEEL

33.22 34.07

2.00 2.067 120

0.00 139.95 13.38

0.17511 T 0

4.00 10.00 14.00

2.452 -1.602 0.849

179 180

0.00 14.50 0.00 0.00 14.50 0.00 SCHED 40 WET STEEL FBE LINED

33.31 34.07

3.00 3.068

0.00 193.65

0.04024 T

1.55 17.40

0.763 0.000

130

8.40

0

18.95

0.763

0.00 12.70 0.00 0.00 12.70 0.00 SCHED 40 WET STEEL FBE LINED

33.54 35.61

3.00 3.068

0.00 327.72

0.10651 T

2.00 17.40

2.066 0.000

130

14.22

0

19.40

2.066

0.00 12.70 0.00 0.00 12.70 0.00 SCHED 40 WET STEEL FBE LINED

34.48 36.59

3.00 3.068

0.00 331.50

0.10879 T

2.00 17.40

2.111 0.000

130

14.39

0

19.40

2.111

0.00 12.70 0.00 0.00 12.70 0.00 SCHED 40 WET STEEL FBE LINED

35.61 36.59

4.00 4.026

0.00 327.72

0.02836 T

11.50 23.20

0.984 0.000

130

8.26

0

34.70

0.984

0.00 14.50 0.00 0.00 12.70 0.00 SCHED 40 WET STEEL FBE LINED

33.92 37.48

3.00 3.068

0.00 332.85

0.10961 FT

4.50 20.90

2.784 0.779

130

14.45

0

25.40

3.564

170 181

172 182

181 182

174 183

C:\ ...\Z12 Train B - Exchangers - Area G.fiw

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Tuesday, January 15, 2019, 8:26 AM

Fire - Fire Sprinkler Hydraulics Calculation Program Jacobs ZATE Al-Khobar, 31952

Elite Software Development, Inc. UPGRADE HYDROPROCESSING INTEGRITY-RR Page 50

Fire Sprinkler Output Data Group Peak Pipe Output Data Beg. End. Node 182 183

176 184

183 184

180 185

178 186

185 186

184 187

186 187

187 188

188 189

Nodal KFactor (K)

Elevation (feet)

Spk/Hose Discharge (gpm)

0.00 12.70 0.00 0.00 12.70 0.00 SCHED 40 WET STEEL FBE LINED

36.59 37.48

0.00 12.70 0.00 0.00 12.70 0.00 SCHED 40 WET STEEL FBE LINED

36.71 38.88

0.00 12.70 0.00 0.00 12.70 0.00 SCHED 40 WET STEEL FBE LINED

37.48 38.88

0.00 14.50 0.00 0.00 12.70 0.00 SCHED 40 WET STEEL FBE LINED

34.07 40.38

0.00 14.50 0.00 0.00 12.70 0.00 SCHED 40 WET STEEL FBE LINED

35.00 41.39

0.00 12.70 0.00 0.00 12.70 0.00 SCHED 40 WET STEEL FBE LINED

40.38 41.39

0.00 12.70 0.00 0.00 12.70 0.00 SCHED 40 WET STEEL FBE LINED

38.88 41.96

0.00 12.70 0.00 0.00 12.70 0.00 SCHED 40 WET STEEL FBE LINED

41.39 41.96

0.00 12.70 0.00 0.00 12.80 0.00 SCHED 40 WET STEEL FBE LINED

41.96 45.45

0.00 12.80 0.00 0.00 16.50 0.00 SCHED 40 WET STEEL FBE LINED

45.45 46.52

C:\ ...\Z12 Train B - Exchangers - Area G.fiw

q (gpm) Q (gpm) Velocity (fps)

F. L./ft (psi/ft) Fittings Type-Grp

Pipe-Len. Fit-Len. Tot-Len. (ft)

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

6.00 6.065

0.00 659.22

0.01405 2FT

12.00 51.04

0.885 0.000

130

7.32

0

63.04

0.885

3.00 3.068

0.00 341.11

0.11470 T

1.50 17.40

2.168 0.000

130

14.80

0

18.90

2.168

6.00 6.065

0.00 992.07

0.02992 T

12.00 34.80

1.400 0.000

130

11.02

0

46.80

1.400

3.00 3.068

0.00 333.60

0.11007 3ET

8.50 41.76

5.532 0.779

130

14.48

0

50.26

6.312

3.00 3.068

0.00 337.98

0.11276 3ET

8.00 41.76

5.611 0.779

130

14.67

0

49.76

6.390

4.00 4.026

0.00 333.60

0.02930 T

11.10 23.20

1.005 0.000

130

8.41

0

34.30

1.005

6.00 6.065

0.00 1333.17

0.05169 2FT

8.50 51.04

3.078 0.000

130

14.81

0

59.54

3.078

6.00 6.065

0.00 671.58

0.01454 T

4.50 34.80

0.571 0.000

130

7.46

0

39.30

0.571

8.00 7.981

0.00 2004.75

0.02888 2ET

40.00 82.40

3.535 -0.043

130

12.86

0

122.40

3.492

8.00 7.981

0.00 2004.75

0.02888 3E

30.00 62.70

2.677 -1.602

130

12.86

0

92.70

1.075

Residual Nom. Dia. Pressure Inside Dia. (psi) C-Value

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Fire - Fire Sprinkler Hydraulics Calculation Program Jacobs ZATE Al-Khobar, 31952

Elite Software Development, Inc. UPGRADE HYDROPROCESSING INTEGRITY-RR Page 51

Fire Sprinkler Output Data Group Peak Pipe Output Data Beg. End. Node 189 190

190 191

191 192

Nodal KFactor (K)

Elevation (feet)

Spk/Hose Discharge (gpm)

q (gpm) Q (gpm) Velocity (fps)

F. L./ft (psi/ft) Fittings Type-Grp

Pipe-Len. Fit-Len. Tot-Len. (ft)

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

8.00 7.981

0.00 2004.75

0.02888 4E

47.00 83.60

3.772 -3.031

130

12.86

0

130.60

0.741

8.00 7.981

0.00 2004.75

0.02888 6E2GC

77.50 186.80

7.633 10.176

130

12.86

0

264.30

17.808

8.00 7.981

0.00 2004.75

0.02888 2F

48.00 20.80

1.987 1.949

130

12.86

0

68.80

3.935

Residual Nom. Dia. Pressure Inside Dia. (psi) C-Value

0.00 16.50 0.00 0.00 23.50 0.00 SCHED 40 WET STEEL FBE LINED

46.52 47.27

0.00 23.50 0.00 0.00 0.00 0.00 SCHED 40 WET STEEL FBE LINED

47.27 65.07

0.00 0.00 0.00 0.00 -4.50 0.00 SCHED 40 WET STEEL CEMENT LINE

65.07 69.01

Fitting Legend: F = 45 Degree Elbow, E = 90 Degree Elbow, L = Long Turn Elbow, T = Tee or Cross, B = Butterfly Valve, G = Gate Valve, C = Check Valve

C:\ ...\Z12 Train B - Exchangers - Area G.fiw

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Tuesday, January 15, 2019, 8:26 AM

Fire - Fire Sprinkler Hydraulics Calculation Program Jacobs ZATE Al-Khobar, 31952

Elite Software Development, Inc. UPGRADE HYDROPROCESSING INTEGRITY-RR Page 52

Fire Sprinkler Output Data Group Peak Sprinkler Output Data Flowing Sprinkler Node No.

Area Group Code

Sprinkler KFactor (K)

Sprinkler Elevation (feet)

Flowing Density (gpm/ft²)

Sprinkler Discharge (gpm)

1 Sub Totals For Non-Group

4.48

5.80

25.91

76.00 76.00

0.300 0.300

22.80 22.80

2 Sub Totals For Non-Group

4.48

5.80

25.00

76.00 76.00

0.295 0.295

22.40 22.40

3 Sub Totals For Non-Group

4.48

5.80

25.21

76.00 76.00

0.296 0.296

22.49 22.49

4 Sub Totals For Non-Group

4.48

5.80

25.85

76.00 76.00

0.300 0.300

22.78 22.78

5 Sub Totals For Non-Group

4.48

5.80

27.03

76.00 76.00

0.306 0.306

23.29 23.29

6 Sub Totals For Non-Group

4.48

10.80

31.50

76.00 76.00

0.331 0.331

25.14 25.14

7 Sub Totals For Non-Group

4.48

15.00

27.55

76.00 76.00

0.309 0.309

23.51 23.51

8 Sub Totals For Non-Group

4.48

15.00

27.59

76.00 76.00

0.310 0.310

23.53 23.53

9 Sub Totals For Non-Group

4.48

15.00

27.98

76.00 76.00

0.312 0.312

23.70 23.70

10 Sub Totals For Non-Group

4.48

15.00

28.83

76.00 76.00

0.317 0.317

24.06 24.06

11 Sub Totals For Non-Group

4.48

15.00

26.90

76.00 76.00

0.306 0.306

23.24 23.24

12 Sub Totals For Non-Group

4.48

14.10

27.05

76.00 76.00

0.307 0.307

23.30 23.30

13 Sub Totals For Non-Group

4.48

15.00

27.66

76.00 76.00

0.310 0.310

23.56 23.56

14 Sub Totals For Non-Group

4.48

15.00

28.49

76.00 76.00

0.315 0.315

23.91 23.91

15 Sub Totals For Non-Group

4.48

5.80

25.06

76.00 76.00

0.295 0.295

22.43 22.43

16 Sub Totals For Non-Group

4.48

5.80

26.23

76.00 76.00

0.302 0.302

22.94 22.94

17 Sub Totals For Non-Group

4.48

6.20

25.50

76.00 76.00

0.298 0.298

22.62 22.62

C:\ ...\Z12 Train B - Exchangers - Area G.fiw

Residual Flowing Area Pressure (ft²) (psi)

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Tuesday, January 15, 2019, 8:26 AM

Fire - Fire Sprinkler Hydraulics Calculation Program Jacobs ZATE Al-Khobar, 31952

Elite Software Development, Inc. UPGRADE HYDROPROCESSING INTEGRITY-RR Page 53

Fire Sprinkler Output Data Group Peak Sprinkler Output Data Flowing Area Group Sprinkler Code Node No. 18 Sub Totals For Non-Group

4.48

Sprinkler Elevation (feet) 6.20

19 Sub Totals For Non-Group

4.48

6.20

27.60

76.00 76.00

0.310 0.310

23.54 23.54

20 Sub Totals For Non-Group

4.48

10.80

32.39

76.00 76.00

0.335 0.335

25.50 25.50

21 Sub Totals For Non-Group

4.48

15.00

28.19

76.00 76.00

0.313 0.313

23.79 23.79

22 Sub Totals For Non-Group

4.48

15.00

28.32

76.00 76.00

0.314 0.314

23.84 23.84

23 Sub Totals For Non-Group

4.48

15.00

28.73

76.00 76.00

0.316 0.316

24.01 24.01

24 Sub Totals For Non-Group

4.48

15.00

29.60

76.00 76.00

0.321 0.321

24.37 24.37

25 Sub Totals For Non-Group

4.48

15.00

27.98

76.00 76.00

0.312 0.312

23.70 23.70

26 Sub Totals For Non-Group

4.48

15.00

27.41

76.00 76.00

0.309 0.309

23.45 23.45

27 Sub Totals For Non-Group

4.48

15.00

28.75

76.00 76.00

0.316 0.316

24.02 24.02

28 Sub Totals For Non-Group

4.48

15.00

29.61

76.00 76.00

0.321 0.321

24.38 24.38

29 Sub Totals For Non-Group

4.48

5.80

26.65

76.00 76.00

0.304 0.304

23.13 23.13

30 Sub Totals For Non-Group

4.48

5.80

27.88

76.00 76.00

0.311 0.311

23.66 23.66

31 Sub Totals For Non-Group

4.48

6.20

27.12

76.00 76.00

0.307 0.307

23.33 23.33

32 Sub Totals For Non-Group

4.48

6.20

27.80

76.00 76.00

0.311 0.311

23.62 23.62

33 Sub Totals For Non-Group

4.48

6.20

29.31

76.00 76.00

0.319 0.319

24.25 24.25

34 Sub Totals For Non-Group

4.48

15.00

28.75

76.00 76.00

0.316 0.316

24.02 24.02

4.48

15.00

28.87

76.00

0.317

24.07

35

Sprinkler KFactor (K)

C:\ ...\Z12 Train B - Exchangers - Area G.fiw

Residual Flowing Area Pressure (ft²) (psi) 26.14 76.00 76.00

311 of 342

Flowing Density (gpm/ft²) 0.301 0.301

Sprinkler Discharge (gpm) 22.91 22.91

Tuesday, January 15, 2019, 8:26 AM

Fire - Fire Sprinkler Hydraulics Calculation Program Jacobs ZATE Al-Khobar, 31952

Elite Software Development, Inc. UPGRADE HYDROPROCESSING INTEGRITY-RR Page 54

Fire Sprinkler Output Data Group Peak Sprinkler Output Data Flowing Area Group Sprinkler Code Node No. Sub Totals For Non-Group

Sprinkler KFactor (K)

Sprinkler Elevation (feet)

Flowing Density (gpm/ft²) 0.317

Sprinkler Discharge (gpm) 24.07

36 Sub Totals For Non-Group

4.48

15.00

29.29

76.00 76.00

0.319 0.319

24.25 24.25

37 Sub Totals For Non-Group

4.48

15.00

30.18

76.00 76.00

0.324 0.324

24.61 24.61

38 Sub Totals For Non-Group

4.48

15.00

26.25

76.00 76.00

0.302 0.302

22.96 22.96

39 Sub Totals For Non-Group

4.48

15.00

26.51

76.00 76.00

0.304 0.304

23.07 23.07

40 Sub Totals For Non-Group

4.48

15.00

27.64

76.00 76.00

0.310 0.310

23.55 23.55

41 Sub Totals For Non-Group

4.48

15.00

28.47

76.00 76.00

0.315 0.315

23.90 23.90

42 Sub Totals For Non-Group

4.48

10.80

29.74

76.00 76.00

0.321 0.321

24.43 24.43

43 Sub Totals For Non-Group

4.48

5.80

26.59

76.00 76.00

0.304 0.304

23.10 23.10

44 Sub Totals For Non-Group

4.48

5.80

27.82

76.00 76.00

0.311 0.311

23.63 23.63

45 Sub Totals For Non-Group

4.48

6.20

27.06

76.00 76.00

0.307 0.307

23.30 23.30

46 Sub Totals For Non-Group

4.48

6.20

27.74

76.00 76.00

0.310 0.310

23.59 23.59

47 Sub Totals For Non-Group

4.48

6.20

29.17

76.00 76.00

0.318 0.318

24.20 24.20

48 Sub Totals For Non-Group

4.48

10.80

33.94

76.00 76.00

0.343 0.343

26.10 26.10

49 Sub Totals For Non-Group

4.48

14.70

29.83

76.00 76.00

0.322 0.322

24.47 24.47

50 Sub Totals For Non-Group

4.48

14.70

29.60

76.00 76.00

0.321 0.321

24.37 24.37

51 Sub Totals For Non-Group

4.48

15.00

30.65

76.00 76.00

0.326 0.326

24.80 24.80

52 Sub Totals For Non-Group

4.48

15.00

31.57

76.00 76.00

0.331 0.331

25.17 25.17

C:\ ...\Z12 Train B - Exchangers - Area G.fiw

Residual Flowing Area Pressure (ft²) (psi) 76.00

312 of 342

Tuesday, January 15, 2019, 8:26 AM

Fire - Fire Sprinkler Hydraulics Calculation Program Jacobs ZATE Al-Khobar, 31952

Elite Software Development, Inc. UPGRADE HYDROPROCESSING INTEGRITY-RR Page 55

Fire Sprinkler Output Data Group Peak Sprinkler Output Data Flowing Sprinkler Node No.

Area Group Code

Sprinkler KFactor (K)

Sprinkler Elevation (feet)

Flowing Density (gpm/ft²)

Sprinkler Discharge (gpm)

53 Sub Totals For Non-Group

4.48

15.00

29.60

76.00 76.00

0.321 0.321

24.38 24.38

54 Sub Totals For Non-Group

4.48

15.00

29.18

76.00 76.00

0.318 0.318

24.20 24.20

55 Sub Totals For Non-Group

4.48

15.00

30.42

76.00 76.00

0.325 0.325

24.71 24.71

56 Sub Totals For Non-Group

4.48

15.00

31.33

76.00 76.00

0.330 0.330

25.07 25.07

57 Sub Totals For Non-Group

4.48

5.80

25.71

76.00 76.00

0.299 0.299

22.71 22.71

58 Sub Totals For Non-Group

4.48

5.80

26.90

76.00 76.00

0.306 0.306

23.23 23.23

59 Sub Totals For Non-Group

4.48

6.20

26.15

76.00 76.00

0.301 0.301

22.91 22.91

60 Sub Totals For Non-Group

4.48

6.20

26.81

76.00 76.00

0.305 0.305

23.20 23.20

61 Sub Totals For Non-Group

4.48

6.20

28.27

76.00 76.00

0.313 0.313

23.82 23.82

62 Sub Totals For Non-Group

4.48

10.80

33.25

76.00 76.00

0.340 0.340

25.83 25.83

63 Sub Totals For Non-Group

4.48

15.00

29.74

76.00 76.00

0.321 0.321

24.43 24.43

64 Sub Totals For Non-Group

4.48

15.00

29.77

76.00 76.00

0.322 0.322

24.44 24.44

65 Sub Totals For Non-Group

4.48

15.00

30.20

76.00 76.00

0.324 0.324

24.62 24.62

66 Sub Totals For Non-Group

4.48

15.00

31.11

76.00 76.00

0.329 0.329

24.99 24.99

67 Sub Totals For Non-Group

4.48

15.00

29.26

76.00 76.00

0.319 0.319

24.23 24.23

68 Sub Totals For Non-Group

4.48

15.00

28.84

76.00 76.00

0.317 0.317

24.06 24.06

69 Sub Totals For Non-Group

4.48

15.00

30.07

76.00 76.00

0.323 0.323

24.56 24.56

C:\ ...\Z12 Train B - Exchangers - Area G.fiw

Residual Flowing Area Pressure (ft²) (psi)

313 of 342

Tuesday, January 15, 2019, 8:26 AM

Fire - Fire Sprinkler Hydraulics Calculation Program Jacobs ZATE Al-Khobar, 31952

Elite Software Development, Inc. UPGRADE HYDROPROCESSING INTEGRITY-RR Page 56

Fire Sprinkler Output Data Group Peak Sprinkler Output Data Flowing Area Group Sprinkler Code Node No. 70 Sub Totals For Non-Group

4.48

Sprinkler Elevation (feet) 15.00

71 Sub Totals For Non-Group

4.48

5.80

25.08

76.00 76.00

0.295 0.295

22.43 22.43

72 Sub Totals For Non-Group

4.48

5.80

26.24

76.00 76.00

0.302 0.302

22.95 22.95

73 Sub Totals For Non-Group

4.48

6.20

25.51

76.00 76.00

0.298 0.298

22.63 22.63

74 Sub Totals For Non-Group

4.48

6.20

26.16

76.00 76.00

0.301 0.301

22.91 22.91

75 Sub Totals For Non-Group

4.48

6.20

27.58

76.00 76.00

0.310 0.310

23.53 23.53

76 Sub Totals For Non-Group

4.48

10.80

32.40

76.00 76.00

0.336 0.336

25.50 25.50

77 Sub Totals For Non-Group

4.48

15.00

28.85

76.00 76.00

0.317 0.317

24.06 24.06

78 Sub Totals For Non-Group

4.48

15.00

28.97

76.00 76.00

0.317 0.317

24.11 24.11

79 Sub Totals For Non-Group

4.48

15.00

29.39

76.00 76.00

0.320 0.320

24.29 24.29

80 Sub Totals For Non-Group

4.48

15.00

30.28

76.00 76.00

0.324 0.324

24.65 24.65

81 Sub Totals For Non-Group

4.48

15.00

27.61

76.00 76.00

0.310 0.310

23.54 23.54

82 Sub Totals For Non-Group

4.48

15.00

28.93

76.00 76.00

0.317 0.317

24.10 24.10

83 Sub Totals For Non-Group

4.48

15.00

29.34

76.00 76.00

0.319 0.319

24.27 24.27

84 Sub Totals For Non-Group

4.48

15.00

30.22

76.00 76.00

0.324 0.324

24.63 24.63

6384.00

0.314

2004.75

Sprinkler KFactor (K)

Residual Flowing Area Pressure (ft²) (psi) 30.96 76.00 76.00

Totals For All Groups

C:\ ...\Z12 Train B - Exchangers - Area G.fiw

314 of 342

Flowing Density (gpm/ft²) 0.328 0.328

Sprinkler Discharge (gpm) 24.93 24.93

Tuesday, January 15, 2019, 8:26 AM

Fire - Fire Sprinkler Hydraulics Calculation Program Jacobs ZATE Al-Khobar, 31952

Elite Software Development, Inc. UPGRADE HYDROPROCESSING INTEGRITY-RR Page 57

Fire Sprinkler Output Summary Hydraulically Most Demanding Sprinkler Node HMD Sprinkler Node Number: HMD Actual Residual Pressure: HMD Actual GPM:

2 25.00 psi 22.40 gpm

Sprinkler Summary Sprinkler System Type: Specified Area Of Application: Adjusted Area Of Application: Minimum Desired Density: Application Average Density: Application Adjusted Density (not required by NFPA 13): Application Average Area Per Sprinkler: Adjusted Area Per Sprinkler (not required by NFPA 13): Sprinkler Flow: Average Sprinkler Flow:

Dry 3820.00 4966.00 0.250 0.525 0.404 45.48 59.12 2004.75 23.87

ft² ft² gpm/ft² gpm/ft² gpm/ft² ft² ft² gpm gpm

Flow Velocity And Imbalance Summary Maximum Flow Velocity ( In Pipe 184 - 187 ) Maximum Velocity Pressure ( In Pipe 184 - 187 ) Allowable Maximum Nodal Pressure Imbalance: Actual Maximum Nodal Pressure Imbalance: Actual Average Nodal Pressure Imbalance: Actual Maximum Nodal Flow Imbalance: Actual Average Nodal Flow Imbalance:

14.81 ft/sec 1.48 psi 0.0000 0.0000 0.0000 0.0000 0.0000

psi psi psi gpm gpm

Overall Network Summary Number Of Unique Pipe Sections: Number Of Flowing Sprinklers: Pipe System Water Volume: Sprinkler Flow: Non-Sprinkler Flow: Minimum Required Residual Pressure At System Inflow Node: Demand Flow At System Inflow Node:

C:\ ...\Z12 Train B - Exchangers - Area G.fiw

191 84 853.68 gal 2004.75 gpm 0.00 gpm 69.01 psi 2004.75 gpm

315 of 342

Tuesday, January 15, 2019, 8:26 AM

Fire - Fire Sprinkler Hydraulics Calculation Program Jacobs ZATE Al-Khobar, 31952

Elite Software Development, Inc. UPGRADE HYDROPROCESSING INTEGRITY-RR Page 58

Fire Sprinkler Output Data Hydraulic Supply/Demand Graph

200 180 160

Pressure psi

146 140 120

100

100 80 60 40

30

20 0 20 40

60

80

100

120

140

160

180

200

Flowrate(x100) gpm

Supply Curve Data Static Pressure: 146 psi Test Residual Pressure: 100 psi Test Flow Rate: 12153 gpm

Demand Curve Data Calculated Residual Pressure: 69.01 psi Calculated Flow Rate: 2004.75 gpm Excess Available Residual Pressure At Calculated Flow: 75.35 psi Pressure Required For First Sprinkler Downstream From Inflow Node To Flow: 6.62 psi

C:\ ...\Z12 Train B - Exchangers - Area G.fiw

316 of 342

Tuesday, January 15, 2019, 8:26 AM

0 5 2 8 2155

190 5 15 .7 L E

0 5 0 7

0 0 0 .5 L E

2140

3 2 0 0

0 0 5 4

E L . 5 0 15

189 0 0 18

D P N " 0 8 3 2 9

1115

1210

4090

6 9 0 0

0 7 11 8 3 13 .L E

0 3 15

TIE-IN

E L .9 10

D P N " 12 0 3 15

188 8 3 13 .L E

A /G U /G

8 " N P D 9 9 0 0

1338

0 0 9 .3 L E

TIE-IN

0 0 4 2

8 " N P 3 D 7 0 0

910

192

0 11 .5 L E

191

3 3

9 4

2 4 0 0 0 3 5

81

15 6

3 0 9

E L .13 3 8

173

E L .4 4 11

15 2

10 0 9

94

11 9 2

D P N " 2 0 5 3

707

0 0 5

173

117 187

14 7 5

3 8 6

D P N 1" 56 13

188

355

3" NPD

2" NPD 270

776

1913

185

185

159 3 8 6

D P N 1" 48 13

D P N " 5 4 7 3 3 E L .4 7 6 6

62 2 2 0

D P N 1" 56 2

D P N " 4

0 3 0 .3 L E

" x4 " 6 D P N " 2 6 5 12

554

2" NPD

1915

188

270

1" NPD

185

3 8 6

48

D P N 1" 06 15

D P N " 0 2 5 12

2 8 0

D P N 1" 6 5 2

3 " N P D

4 6 7

0 0 4 10 9

4 5 8 .3 L E 4 0 0

D P N " 6 0 0 11

" x6 " 8

9 8 2

186

D P N 1" 48 13

1256

" x6 " 8

187

565

184

0 3 0 .3 L E

939

5 5 7

" 3

174

0 5 4

D P N " 5 6 4 6 3

183

0 0 4 4 5 8 .3 L E

4 0 0

557

171

D P N " 6 6 4 5 2

172

776

3 " N P D

554

1913

2" NPD

5 4 1

2 6 5

103

104

D P N 1" 56 13

270

3 8 6 E L .9 3 0

169

D P N 1" 1 2 3

20 " x4 " 6

182

D P N " 5 2 3 10 0 3 0 .3 L E

3" NPD

557

170 3 " N P D 5 4 1

11 6 4

3 6 14

D P N " 3 4 9 3 3 564

2" NPD

89

6 2 6 5

90 2360

13 2 5

D P N 1" 1 2 3

1 6 15

4 5 8 .3 L E

181

WATER SPRAY PIPING HYDRAULICS NODE DIAGRAM-EXCHANGERS, TRAIN B, AREA-G Z12-E-2B1/2B2/2B3/2B4/2B5/2B6

E L .9 3 0

317 of 342

912

173

1" NPD

776

1" NPD

188

1" NPD

5 7 10

812

2" NPD 776

1111

776

125

1" NPD

173 355

8 6 7

178

3" NPD

173

184

1915

D P N " 2 0 0 11

0 3 0 .3 L E

E L .9 2 8

177

270

776 188

1" NPD

3 8 3

" 3 5 18 2 8 3

1111

776 188

1" NPD

188

1" NPD

173

1" NPD

9 40

289

1" NPD

1" NPD

184

1" NPD

184

1" NPD

188 125

158

14 7 5

D P N " 2 0 0 11

76

2 2 0

0 0 3

11 4 .4 L E

776

1913

188

1" NPD

116

33

15 3 5

160

2 2 0

D P N 1" 56 2

557

3" NPD

776

173 5 3 4 " 2

2 5 3 2 2 " N P D

D P N " 2 15 9

2 5 4 4

E L .4 7 6 6

126 3 " 2 7 2

776

5 3 4 " 2

42

6 5 13

1 9 5 " 2

" 3 0 0 3

121

188

0 0 11

173

37

557

1" NPD

125

15 3 5

2 "

N P D 14 0 0

157

180

179

E L .9 3 0

E L .3 8 5 4

187

173

1" NPD

776

1556

11 0 0

4 5 0

3" NPD 776 188

14 7 5

1" NPD

125

173

1" NPD

173

D P N " 2 12 4

" 3 7 2 3

188

1" NPD

1" NPD

1" NPD

102

1" NPD

173

1" NPD

173

1" NPD

188

722

173

1" NPD

9

173

1" NPD

776

5 9 4

112

D P N " 2 1 4 8

115

2 8 6 9

4 17

E L .3 8 5 4

188

6 5 13

1" NPD

5

1" NPD

188

16 9 4

2 " N P D 14 0 0

E L .3 0 3 0

6 5 13 2 " N P D 14 0 0

19

88 2 " N P D 18 6 0

0 3 3

6 5 13

D P N " 9 2 2 15

" 3

5 0 0

658

6 5 13

188

4

40

173

1" NPD

658 173

1" NPD

10

173

18

7 2 3 14 0 0

16 9 5

108 99

101

98

0 3 3 2 " N P D 2 2 0 0

N P D 2 2 0 0

Z12-E-2A2

17

2 " N P D 2 2 0 0

24

6 5 13

173

0 3 3

9

93

87

19 9 5

14 2 " N P D 2 2 0 0

97

1" NPD

188

6 5 13

658

658

3

1" NPD

2 12 0

5 5 3

100

173

2 2 0 0

92

1" NPD

Z12-E-2A1

0 0 3

111

19 9 5

28

0 2 2

107

120 32

0 3 3

0 2 2

2 "

0 3 .9 L E

113

0 0 3

75

8 6 7

3 6 4

15 3 5

2 " N P D 2 2 0 0

6 5 13

6 5 13

0 3 3

Z12-E-2A1

173

1" NPD

2 4 0 0

1" NPD

188

1" NPD

845

6 8 4

173

1" NPD

658

1" NPD

8 0 3 3

5 2 8

86 85

13 0 0 5

0 3 3

0 0 3 0 5 4

7

91

1

96

0 2 2

4 15

17

15 16

7

1" N 14 PD 11

722

12 5

8 8 2

125

13 5

173

1" NPD

9 40

9 8 2

95

0 3 .9 L E

289

1" NPD

173

12 15 18

E L .4 4 11

1" N P D 15 3 6

3 8 5

36 0 2 2

Z12-E-2A3

114

23

106

31

6 5 13

27

Z12-E-2A2

2 2 0 0

5 5 3

D NP 3" 88 7

2

7

4 6 5

17

2 4 0 0

0 3 .9 L E

13 5 6 8 4

16 0 2 2

110

0 2 2

105

E L .4 4 11

8 8 2

22

124 0 2 2

12 5

15 16

15

11

13 5

109

0 2 2

4 6 5

9 8 2

15 18

21 E L .4 4 11

26

289

1" NPD

3 15

30

3 8 5 173

0 2 2

0 3 3

132

E L .9 3 0

173

2 2 0 0

176

2 2 0

131

1" N P D 2 0 0

41 2 " N P D 2 2 0 0

74

D P N " 2 15 9

3 8 3

" 3 5 18 2 8 3

346

9

Z12-E-2A3

1" N 15 PD 3 6

14 7 5

130

119 25

2 5 4 4

5 3 3

2 0 0

E L .3 8 5 4

47

188

40

276

15 3 5

164

D P N " 0 2 5 14

146

145 3 8 6

Z12-E-2A6

565

19 5

5 19

1381

1" NPD

18 0 5

123

658

29

148

20

0 2 2

2 4 0 0

173

118

2 " N P D 14 0 0

39

8 14

14 7 5

175

E L .3 8 5 4

129

1" NPD

35

173

4 7 5

61

2 5 4 4

144

2 8 3

46

6 0 15

173

3 15

3 8 6

173

1" NPD

0 2 2

1" NPD

122

E L .4 4 11

E L .4 4 11

1" NPD

263

6 15

19 2 5

150

" 3 7 2 3

6 0 15

19 9 5

15 3 5

8" NPD

128

143

D P N " 0 2 5 14

E L .9 3 0

776

0 0 3

3 15

34

127

66

6 5 13

D P N " 0 2 5 14

776

6 0 15

173

1" NPD

2

206

29

7

6 0 2

125

17

E L .4 4 11

8 5 5

0 3 3

6 5 13

52

D P N " 2 5 3 9

2 " N P D 2 2 0 0

Z12-E-2A5

2 " N P D 14 0 0

168 80

6 5 13

154

60

19 9 5

155

70

7 3 3

185

136

45

141

140

15 3 5

1" NPD

184

1" NPD

658

722 184

1" NPD

2 " N P D 2 2 0 0

59 0 0 3

15 3 5

7 3 3

12 5

38

0 3 3

1" NPD

2 " N P D 2 2 0 0

153

2 " N P D 2 2 0 0

2 " N P D 2 2 0 0

73

19 9 5

65

149

5 5 3

142

184

1" NPD

658

542

3 8 3

Z12-E-2A4

5 5 3

56

3 8 3

135 0 3 .9 L E

173

139

7 3 3

0 3 .9 L E

6 5 13

173

6 8 4

51

2 0 0

188

0 3 3

3 2 5

134

722

173

173

1" NPD

Z12-E-2A4

8 14

16 17

1" N 15 PD 3 6

12 5

0 0 5

43

44

55

138

7

3 8 4

1" NPD

40

9

289

1" NPD

173

15 16

17

2 0 7 5

2 0 9

58

8 8 2

6 0 2

50 133

0 0 5

15 2 2 11 3

6 5 13

0 3 3

7 3 3

1" N 15 PD 3 6

0 0 3

156

69

Z12-E-2A5

2 2 0 0

163

6 5 13

6 8 4

148

1" NPD

49 148 144

3 15

9 8 2

15 18

137

173

1" NPD

E L .4 4 11

206

6 0 2 3 2 17 9 2

7

2 4 0 0

5 5 3

0 0 5

7 3 3

147

53

54

8 8 2

152

64

8 2 .9 L E

12 5

15 16

57

3 8 5

0 0 5

151

1" N 15 PD 3 6

17

3 18

0 2 2

9 8 2

0 2 2

E L .4 4 11

3 15

68 15 0 5

63

E L .4 4 11

173

4 6 5

3 8 5

79 173

72

7 19

722

67 E L .4 4 11

2 2 0 0 1" NPD

162

0 8 2

1" NPD

167

11 3

84 2 " N P D 2 2 0 0

173

173

166

173

78

1" NPD

658

161

0 8 2

2 2 0 0

11 3 2 4 0 0

83 1" NPD

71

173

1" NPD

4 6 5

0 8 2

15 4 7

Z12-E-2A6

1" NPD

11 3

E L .4 4 11

82

7 2 5

173

165

77

4 5 8 .3 L E

D V

APPENDIX-II: FIRE FLOW TEST REPORTS (AREA-D, E & G)

318 of 342

FIRE FLOW TEST REPORT, AREA-C&D

319 of 342

Location. AREA D DATA CALCULATION SHEET 1/2/201 STATIC PRESSURE at

PITOT TUBE PRESSURE (P) & FLOW (Q) C= 0.997 C= 0.997 C= 0.997 D= 2.25 D= 2 D= 2

RESIDUAL C= D=

No Flow (S)

PRESSURE (R1)

(PSI)

(PSI)

Reading Hydrant FH#03

Reading Hydrant FH#03

152

175 150

0.997 2.25

FH#02

FH#04

P1 (PSI)

Q1 (GPM)

80 70

1346.66 1259.69 0.00 0.00

Fire Hydrant

P2 Q2 (PSI) (GPM)

45.0

P3 (PSI)

0.00 1010.00 0.00 0.00

Q3 (GPM)

Fire Hydrant P4 (PSI)

0.00 0.00 0.00 0.00

Total Flow

Q4 (GPM)

GPM

0.00 0.00 0.00 0.00

1346.66 2269.68 0.00 0.00

QR = QT (S - R2)0.54 / (S - R1)0.54 Where :

QR

- Flow available at desired residual pressure

QT S R1 R2

Available Flow QR

GPM

13184

Remarks: Not Aided by pump

PRESSURE IN PSI

- Total Flow during test - Static Pressure at no flow - Residual pressure during test @ reading hydrant - Desired residual pressure

at desired

100

residual pressure

FIRE HYDRANT FLOW TEST

92 90 88 0 86 810.8 1146.47 84 82 80 78 76

90 80 78

Series2

0

200

400

600

800

1000

FLOW IN GPM

Performed by:SAS/NAT/SJZ

Saudi Aramco: Company General Use

320 of 342

1200

1400

FIRE FLOW TEST REPORT, AREA-E&F

321 of 342

Location. • Area E fire hydrant Flow test Result DATA CALCULATION SHEET 8/8/2017 STATIC PRESSURE at

RESIDUAL C= D=

No Flow (S)

PRESSURE (R1)

(PSI)

(PSI)

Reading Hydrant FH#E02

Reading Hydrant FH#E02

162

160 155

0.997 2.25

FH#01 P1 (PSI)

Q1 (GPM)

122 110

1663.00 1579.10 0.00 0.00

PITOT TUBE PRESSURE (P) & FLOW (Q) C= 0.997 C= 0.997 C= 0.997 D= 2.25 D= 2 D= 2 FH#14 P2 Q2 (PSI) (GPM)

70.0

Fire Hydrant P3 (PSI)

0.00 1259.69 0.00 0.00

Fire Hydrant

Q3 (GPM)

P4 (PSI)

0.00 0.00 0.00 0.00

Total Flow

Q4 (GPM)

GPM

0.00 0.00 0.00 0.00

1663.00 2838.79 0.00 0.00

QR = QT (S - R2)0.54 / (S - R1)0.54 Where :

QR QT S R1 R2

Available Flow QR

- Flow available at desired residual pressure - Total Flow during test - Static Pressure at no flow - Residual pressure during test @ reading hydrant - Desired residual pressure

GPM

9219

at desired

100

residual pressure

FIRE HYDRANT FLOW TEST

Remarks: .

PRESSURE IN PSI

163 0 162 1663 161 2838 160 159 158 157 156 155 154

162 160 155

Series2

0

Performed by:SAS/NAT/SJZ

500

1000 FLOW1500 IN GPM

2000

Saudi Aramco: Company General Use

322 of 342

2500

3000

FIRE FLOW TEST REPORT, AREA-G

323 of 342

Location. AREA G DATA CALCULATION SHEET 6/6/2017 STATIC PRESSURE at

RESIDUAL C= D=

No Flow (S)

PRESSURE (R1)

FHY-F-01 P1 (PSI)

(PSI)

(PSI)

Reading Hydrant FHY-G-03

Reading Hydrant FHY-G-03

146

160 142

0.997 2.25

140 115

Q1 (GPM)

PITOT TUBE PRESSURE (P) & FLOW (Q) C= 0.997 C= 0.997 C= 0.997 D= 2.25 D= 2 D= 2 FHY-F-02 P2 Q2 (PSI) (GPM)

Fire Hydrant P3 (PSI)

1781.47 0.00 1614.59 118.0 1635.51 0.00 0.00 0.00 0.00

Q3 (GPM)

Fire Hydrant P4 (PSI)

0.00 0.00 0.00 0.00

Total Flow

Q4 (GPM)

GPM

0.00 0.00 0.00 0.00

1781.47 3250.11 0.00 0.00

QR = QT (S - R2)0.54 / (S - R1)0.54 Where :

QR

- Flow available at desired residual pressure

QT S R1 R2

Available Flow QR

- Total Flow during test - Static Pressure at no flow - Residual pressure during test @ reading hydrant - Desired residual pressure

GPM

12153

Remarks:

at desired

100

residual pressure

FIRE HYDRANT FLOW TEST

PRESSURE IN PSI

162 160 158 0 156 1781.47 3250.11 154 152 150 148 146 144 142 140

146 160 142

Series2

0

500

1000

1500

2000

2500

FLOW IN GPM

Performed by:SAS/NAT/SJZ

Saudi Aramco: Company General Use

324 of 342

3000

3500

APPENDIX-III: NOZZLE DATA SHEET

325 of 342

MEDIUM VELOCITY WATER SPRAY NOZZLE

HD FIRE PROTECT PVT. LTD.

TECHNICAL DATA MODEL

MV-A & MV-AS Brass Material MV-B & MV-BS Stainless Steel Material MV-E is with Aluminium Bronze Material

MV-A, MV-B & MV-E are TYPE without strainer MV-AS & MV-BS are with strainer MAXIMUM WORKING 12 Bar (175 PSI) PRESSURE END CONNECTION

½” BSPT (½” NPT OPTIONAL)

MATERIAL

Refer Table-I

INCLUDED WATER SPRAY ANGLE FOR EACH K-FACTOR

140°, 120°, 110°, 100°, 90°, 80° & 65°

K FACTOR

MV-A/MV-B & MV-E Metric (US)

Metric (US)

K-18 (1.26) K-22 (1.54) K-30 (2.10) K-35 (2.45) K-41 (2.87) K-51 (3.57) K-64 (4.48) K-79 (5.53) K-91 (6.37) K-102 (7.14)

K-18 K-22 K-30 K-35 K-41

WEIGHT (Approx)

0.110 Kg

FINISH

MV-A & MV-AS Natural Brass finish, Chrome plated Nickel, Electroless Nickel plated, Epoxy powder coated. MV-B, MV-BS & MV-E Natural finish

LISTED 2R06

DESCRIPTION

MV-AS/MV-BS

Medium velocity water spray nozzle has an external deflector, which discharges water in a directional cone shaped pattern of small droplet size. The water is uniformly distributed over the surface to be protected.

(1.26) (1.54) (2.10) (2.45) (2.87)

The Nozzles are effectively designed to apply water to exposed vertical, horizontal, curved and irregular shaped surfaces to allow cooling to prevent excessive absorption of heat from external fire and avoid structural damage or spread of fire. In some application nozzles may be installed to control or extinguish the fire depending on water design density as per applicable codes. The nozzle is used in deluge water spray system for special hazard fire protection application. As the design and intent of specific water spray system may vary considerably, MV nozzle is made available in several combinations of orifice sizes and spray angles.

APPROVALS Nozzle - UL Listed, FM Approved & Lloyd’s Register Type Approved Blow-off Plug- FM Approved ORDERING Specify K-Factor, spray angle, INFORMATION finish, model and end connection

APRIL, 2017

The HD® Medium Velocity Water Spray Nozzles are open type (non-automatic nozzles, designed for directional spray application in fixed fire protection system.

The minimum desirable pressure to achieve a reasonable spray pattern is 1.4 Kg./Sq.cm. The water distribution pattern as shown in the graph in following pages is at an average pressure of 2.0 Kg/Sq.cm. The change in pressure between 1.4 to 3.5 Kg./sq.cm. does not affect considerable change in spray angle. The spray pattern shown is with indoor application. System designer must consider wind velocity while designing the system for outdoor application. Field obstruction if any affecting the spray pattern of the nozzle must also be considered. The nozzle may be oriented to any position as deemed necessary to cover the hazard.

PAGE 1 OF 6

326 of 342

HD 108

HD FIRE PROTECT PVT. LTD. The Blow-off plugs can be used to prevent the depositing of foreign materials in the water way of the nozzles, which could interfere with discharge of the spray nozzle. Blow-off plugs are optional and are FM Approved. Blow-off Plugs have identification mark with respect to K factor. Blow off plug for nozzle having K-factor 22 will have identification mark of 22. Minimum operatiiong pressure for nozzle having Blow-off plug is 1.4 Kg./Sq.cm (20 PSI). The main pipeline strainer as per NFPA-15 is required for system utilizing nozzle orifice diameter less than 9.5mm (3/8 inch), i.e.MV Nozzle having K-factor 51 and less, and also for the system water likely to contain obstructive materials.

INSTALLATION & MAINTENANCE The spray nozzle must be handled with due care. For best results, the storage as well as any further shipment be made in original packing only. Nozzle which is visibly damaged should not be installed. Use Teflon tape or soft thread sealant on male thread of the nozzle.

The nozzles must be hand tightened into the fitting. After hand tightening use Nozzle WrenchNW-M for wrench tightening in to nozzle fittings. Excessive tightening torque may result into serious damage to nozzle arms and the deflector, which may affect spray pattern of the nozzle and its performance. It is recommended that water spray system be inspected regularly by authorised technical personnel. The nozzle must be checked for atmospheric effects, external and internal obstruction, blockage if any. The system must be operated with optimum water flow at least twice in a year or as per the provisions of NFPA /TAC or local authority having jurisdiction. The owner is solely responsible for maintaining the water spray system and the components there in so that it performs properly when required.

MODEL MV-A, MV-B & MV-E

MODEL MV-AS, & MV-BS

46±2

46±2

DEFLECTOR

64±2

84±2

64±2

PIN HOUSING ½” BSPT

STRAINER

½” BSPT

BLOW OFF PLUG (OPTIONAL)

Nozzles with Blow-off Plug

APRIL, 2017

TABLE - I : MATERIAL OF CONSTRUCTION COMPONENT

MODEL MV-A & MV-AS

MODEL MV-B & MV-BS

MODEL MV-E

HOUSING

BRASS, IS:291 GR.-1 (EQUIVALENT TO ASTM B21)

A351-CF8M

Aluminium Bronze IS:305-AB1 (Equivalent to ASTM B148)

PIN

BRASS IS:291. GR. -1 (EQUIVALENT TO ASTM B21)

ASTM-A479 GR 31803

Ph.Bronze IS:7811 (Equivalent to ASTM B139)

DEFLECTOR

BRASS IS:2768 (EQUIVALENT TO ASTM B36)

ASTM A240 GR 2205

Ph.Bronze IS:7814GR-II (Equivalent to ASTM B103)

STRAINER

COPPER (FOR MV-AS)

STAINLESS STEEL 316 FOR (MV-BS)

-

BLOW-OFF CAP

ELASTOMER

ELASTOMER

ELASTOMER

PAGE 2 OF 6

327 of 342

HD 108

HD FIRE PROTECT PVT. LTD.

DISCHARGE CHARACTERISTICS FLOW IN GPM 30 40 50

20

10

70

60

100 80

4

60

3

40

2

20

PRESSURE IN PSI

02 K1

K9 1

K7 9

5

K6 4

6

K5 1

K30 K35 K41

K18 K22

P - PRESSURE IN Kg./Sq.Cm.

7

1

0 0

20

100

60

140

180

220

260

300

Q - DISCHARGE - LPM FROM NOZZLE

Q =K √ P where P is supply pressure in Kg/sq.cm., K= nozzle constant (K-factor) in metric US K factor = Metric K factor MK ÷ 14.2745

SPRAY PATTERN SPRAY ANGLE 65 0.4

0.8

1.2

0

0.4

0.8

1.2

0

0.4

0.8

0 0.4

1.2

0

HORIZONTAL SPRAY TOP VIEW

1.2

0.8

0

1

1

2

2

1.2

1.2

0

0

0.8

0.8

0.4

0.4

0.4

0.8

0.8

1.2

1.2

0

o

0.4

0.8

1.2

HORIZONTAL SPRAY SIDE VIEW

0.4

0

0.4

0.8

1.2

1.2

1.2

0.8

0.8

0.4

0.4

0

0

3

3 4

3

1

2

0

1

2

3

4

VERTICAL DOWNWARD SPRAY

VERTICAL UPWARD SPRAY SIDE VIEW

SPRAY ANGLE 80° 0.4

0.8

1.2

0

0.4

0.8

1.2

0

0

0.4 0.4

0.8

0.8

0.4 0

0.4

0.8

1.2

HORIZONTAL SPRAY SIDE VIEW

0.4

1

1

2

2

1.2

1.2

HORIZONTAL SPRAY TOP VIEW 1.2

0

0.8

0.8 1.2 0

0 0.4

0.4

0.8

0.8

1.2

1.2

0

0

0.4

0.8

1.2

1.2

1.2

0.8

0.8

0.4

0.4

0

0

3

3 4

3

1

2

0

1

2

3

4

VERTICAL DOWNWARD SPRAY

VERTICAL UPWARD SPRAY SIDE VIEW

ALL DIMENSIONS ARE IN METERS APRIL, 2017

PAGE 3 OF 6

328 of 342

HD 108

HD FIRE PROTECT PVT. LTD.

SPRAY PATTERN SPRAY ANGLE 90° 1.2

0.4

1.2 0.8 0.4 0 0.4

1.2

1.2

0.8

0.8

0.4

0

0

0.8

0.4

0.4

0

0.4

1.2

0.8

0.8

0.4

0

HORIZONTAL SPRAY TOP VIEW 1.2

0

0

1

1

2

2

1.2

1.2

0.8

0.8

0

0.8

1.2

3

0

0.4

0.4

0.8

3 3

4

HORIZONTAL SPRAY SIDE VIEW

1

2

0

1

2

3

4

VERTICAL DOWNWARD SPRAY

1.2

1.2

1.2

0.8

0.8

0.4

0.4

0

0

VERTICAL UPWARD SPRAY SIDE VIEW

1.2

0

0.4

0.8

1.2

0

0.4

0.8

0.8

0.8 0.4 0

0

1

1

2

2

1.2 1.6 0

1.2

0.4

0.8

1.2

3

3 4

3

0.4

0

0.4

0.8

1

2

0

1

2

3

4

VERTICAL DOWNWARD SPRAY

HORIZONTAL SPRAY SIDE VIEW

HORIZONTAL SPRAY TOP VIEW

1.2

0

0.8

0.4

0.8 0 1.6

1.2

0.8

0.4

0.4

1.2

0.8

1.6

0.4

1.2

0

1.6

SPRAY ANGLE 100°

1.2

1.2

1.2

0.8

0.8

0.4

0.4

0

0

VERTICAL UPWARD SPRAY SIDE VIEW

ALL DIMENSIONS ARE IN METERS APRIL, 2017

PAGE 4 OF 6

329 of 342

HD 108

HD FIRE PROTECT PVT. LTD.

SPRAY PATTERN

1.2

0.4

0

0.8

1.2

1.2 0.8 0.4 0.4 0.8 1.2

0

1.2 0.4 0.4 0.8 0.8

1.2

0.4

0

0.8

1

1

2

2

3

3 4

3

0.8

1

2

0

1

2

3

4

VERTICAL DOWNWARD SPRAY

1.2

HORIZONTAL SPRAY SIDE VIEW

HORIZONTAL SPRAY TOP VIEW

1.2

0

2.0

2.0 0.4

0

0

1.6

1.6

1.2

0

0.8

1.6

1.6

0.8

2.0

0.4

0

2.0

SPRAY ANGLE 110°

0.4

0

0.4

0.8

1.2

1.2

1.2

0.8

0.8

0.4

0.4

0

0

VERTICAL UPWARD SPRAY SIDE VIEW

1.2

0

0.4

0.8

1.2

1.2 0.8 0.4 0.4 0.8

0

1.2 0.4 0.4

2.0

2.0

1.6

1.6

1.2

1.2

0.8

0

0.8

1.6

1.6

0.8

2.0

0.4

0

HORIZONTAL SPRAY TOP VIEW 1.6

1.2

0.8

2.0

SPRAY ANGLE 120°

0.4

0

0

1

1

2

2

3

3 4

3

1

2

0

1

2

3

4

VERTICAL DOWNWARD SPRAY

HORIZONTAL SPRAY SIDE VIEW 0

0.4

0.8

1.2

1.6 1.2

1.2 0.8

0.8

0.4

0.4

0

0

VERTICAL UPWARD SPRAY SIDE VIEW

ALL DIMENSIONS ARE IN METERS APRIL, 2017

PAGE 5 OF 6

330 of 342

HD 108

HD FIRE PROTECT PVT. LTD.

SPRAY PATTERN SPRAY ANGLE 140° 1.2

0

0.4

0.8

1.2

2.0

0.8

2.0

0.4

1.2

1.2 0.8

0

0.4

0.8

0 0.4 2.0

1.2

0

HORIZONTAL SPRAY TOP VIEW 1.6

1.2

0.8

0.4

0

1

1

2

2

1.6

1.6 2.0

0

0

1.2

1.2

0.8

0.8

0.4

0.4

0.4

0.8

1.6

1.6

0

0.4

0.8

3

1.2

3 4

3

HORIZONTAL SPRAY SIDE VIEW 0

0.4

0.8

1.2

1

2

0

1

2

3

4

VERTICAL DOWNWARD SPRAY

1.6

0.8

0.8

0.4

0.4

0

0

ALL DIMENSIONS ARE IN METERS

VERTICAL UPWARD SPRAY SIDE VIEW

Note :

1) The design spray pattern given in graph are

included spray angle of 65 Deg. to 140 Deg. at nozzle inlet pressure of 1.4 to 4.1 Bar. When the nozzle pressure above 4.1 Bar is applied, the c o v er ag e ar e a w ill d e cr e as e b e c aus e th e spray pattern tends to draw inward at higher pressure. Consult HD Technical Services for pressure upto 12.1 Bar.

2) The spray data are obtained from the test in still air.

MV NOZZLE WRENCH MODEL-NW-M

LIMITED WARRANTY HD FIRE PROTECT PVT. LTD. hereby referred to as HD FIRE warrants to the original purchaser of the fire protection products manufactured by HD FIRE and to any other person to whom such equipment is transferred, that such products will be free from defect in material and workmanship under normal use and care, for two (2) years from the date of shipment by HD FIRE. Products or Components supplied or used by HD FIRE, but manufactured by others, are warranted only to the extent of the manufacturer’s warranty. No warranty is given for product or components which have been subject to misuse, improper installation, corrosion, unauthorized repair, alteration or un-maintained. HD FIRE shall not be responsible for system design errors or improper installation or inaccurate or incomplete information supplied by buyer or buyer’s representatives. HD FIRE will repair or replace defective material free of charge, which is returned to our factory, transportation charge prepaid, provided after our inspection the material is found to have been defective at the time of initial shipment from our works. HD FIRE shall not be liable for any incidental or consequential loss, damage or expense arising directly or indirectly from the use of the product including damages for injury to person, damages to property and penalties resulting from any products and components manufactured by HD FIRE. HD FIRE shall not be liable for any damages or labour charges or expense in making repair or adjustment to the product. HD FIRE shall not be liable for any damages or charges sustained in the adaptation or use of its engineering data & services. In no event shall HD Fire’s product liability exceed an amount equal to the sale price. The foregoing warranty is exclusive and in lieu of all other warranties and representation whether expressed, implied, oral or written, including but not limited to, any implied warranties or merchantability or fitness for a particular purpose. All such other warranties and representations are hereby cancelled. NOTICE : The equipment presented in this bulletin is to be installed in accordance with the latest publication standards of NFPA or other similar organisations and also with the provision of government codes or ordinances wherever applicable. The information provided by us is to the best of our knowledge and belief, and consist of general guidelines only. Site handling and installation control is not in our scope. Hence we give no guarantee for result and take no liability for damages, loss or penalties whatsoever, resulting from our suggestion, information, recommendation or damages due to our product. Product development is a continuous programme of HD FIRE PROTECT PVT. LTD. and hence the right to modify any specification without prior notice is reserved with the company.

HD FIRE PROTECT PVT. LTD. Protecting What Matters Most to You

APRIL, 2017

D-6/2, ROAD NO. 34, WAGLE INDUSTRIAL ESTATE, THANE 400 604, INDIA. • TEL: + (91) 22 2158 2600 • FAX: +(91) 22 2158 2602 • EMAIL: [email protected] • WEB: www.hdfire.com

PAGE 6 OF 6

331 of 342

HD 108

APPENDIX-IV: P&ID DIAGRAMS

332 of 342

FMO-E-14

A 6" -FW-V0621 -2E3A

6"x4"

4"- FW-V0369 -2E3A

VA-010017 SHT.001

VA-010017 SHT.001

059

8"-FW -V0042-2E3A

Z14

10-02172-0001

8"-FW-0267-1LC0U

6"-FW -0287-1LC0U

060

HR-B-01 4"-FW -V0559 - 2E3A 4"- FW-V0601 -2E3A

(NOTE-3)

FMO-B-10 4" -FW -V0588 -2E3A

FMO-D-15

4"-FW -V0589 -2E3A

HR-C-01

FMO-D-03

4

HR-D-01

FMO-D-04

4" -FW -V0590 -2E3A

FHY-C-02

4"-FW -V0602 -2E3A 4" -FW- V0606 -2E3A

FHY-D-02

FMO-E-09

4" -FW-V0576 -2E3A

8" -FW- V0582 -2E3A

8" -FW-V0548 -2E3A

4"-FW -V0346 - 2E3A

4

FHY-A-01

12"-FW- V0081-2E3A

4"- FW-V0615 -2E3A 4" -FW-V0624 -2E3A

FMO-A-01

R-P-P6A

HR-E-01

FMO-D-05

4" -FW -V0550 -2E3A

BALL VALVE

4

FMO-E-07 6" -FW -V0620 -2E3A

4"- FW-V0593 -2E3A

12"

4" FW

4" -FW -V0580 -2E3A

FMO-D-20

12" 4" -FW-V0315 -2E3A

12"

16" 12" -FW -V0071 -2E3A

VA-010017 SHT.005

4"-FW-V0543-2E3A

12"

HR-B-05

FMO-B-05

12"

16"

10-02172-0001 Z20

010 0A7

6" -FW-31323 -1LC0U

P21B

P18A

P1A P3B

12"-FW-V0075-2E3A

12"

P3A (NOTE-3)

Z20

009

-LIMIT SWITCH -SAFETY SHUTDOWN VALVE DATA LOGGER POINT F-FLOW P-PRESS. L-LEVEL T-TEMP. X-MISC. A-ALARM LOCAL PANEL MOUNTED INSTR. BOARD MOUNTED INSTRUMENT R/G STATUS LIGHTS R=RED, G=GREEN PILOT LIGHT (DO NOT USE FOR MOTOR STATUS)

XL

MOTOR STATUS PILOT LIGHT LOCAL MOUNTED INSTRUMENT

ML

MOUNTED BEHIND LOCAL PANEL RACK MOUNTED (OR BACK OF PANEL)

ELECTRICAL SUPPLY REQUIRED INSTRUMENT AIR SUPPLY REQUIRED H

HIGH

LOW L TWO PEN RECORDER

FF

FOUNDATION FIELDBUS INSTRUMENT

DISTRIBUTED CONTROL/SHARED DISPLAY SYMBOLS (DCS) DISTRIBUTED CONTROL SYSTEM, OPERATOR ACCESSIBLE IN CONTROL ROOM (DCS) DISTRIBUTED CONTROL SYSTEM, OPERATOR INACCESSIBLE IN CONTROL ROOM (DCS) DISTRIBUTED CONTROL SYSTEM, OPERATOR INACCESSIBLE IN FIELD

DISTRIBUTED CONTROL INTERCONNECTING LOGIC CONTROLLER WITH BINARY OR SEQUENTIAL FUNCTIONS (PLC) PROGRAMMABLE LOGIC CONTROLLER, NORMALLY INACCESSIBLE OR BEHIND THE PANEL DEVICE OR FUNCTIONS (PLC) PROGRAMMABLE LOGIC CONTROLLER FUNCTION, CAN BE NORMALLY DISPLAYED ON CRT

-THERMOMETER -TEMP. HAND SWITCH -TEMP. INDICATOR -TEMP. RECORDER -TEMP. SWITCH

LOCAL DCS OR AUXILIARY DCS LOCATION NORMALLY ACCESSIBLE TO OPERATOR (PLC) PROGRAMMABLE LOGIC CONTROLLER I/O POINT NORMALLY INACCESSIBLE BY OPERATOR

-TEMP. TRANSMITTER -TEMP. TRANSDUCER -THERMOWELL

LETTER IDENTIFICATION OF LINES

AE-036204

PIPING SYMBOLS

AB-036227

EQUIPMENT SYMBOLS

AB-036305

INSTRUMENT SYMBOLS

AC-036950

PIPING LAYOUT INDEX PLOT PLAN PROCESS FLOW DIAGRAM

DRAWING CONTROL FOR J.O.

P5A

10-02172

VD-735105

INSTRUMENT INSTALLATION SCHEDULES

P9B P9A 16"

(NOTE-2)

REVISION VALIDATION

16" -FW -V0072 -2E3A

THIS REVISION NO. 0A7 IS COVERED, FOR ALL APPROVAL AND CERTIFICATION REQUIREMENTS, PER SAEP-334, UNDER DRAWING COMPLETION CERTIFICATE NO:

DESIGN CERTIFICATION (DESIGN AGENCY) ENGG./DATE GSS / KSK 01/13/19

REV.NO.

DATE

0A7

01/13/19

REVIEW FOR KEY DRAWINGS REQUIRED (SAUDI ARAMCO)

OTHER BY/DATE

CERTIFIED BY/DATE CONST. AGENCY/DATE OPERATIONS/DATE MAS 01/13/19

REVISION DESCRIPTION ISSUED FOR 90% DESIGN REVIEW

JOB ORDER/EWO NO.

12" -FW -57296 -1LC0U

10-02172-0001

XS ZV

REFERENCE DRAWINGS

10-02172-0001

PIV 003

INDICATOR SWITCH -PRESS. DIFF. TRANSMITTER -PRESS. DIFF. TRANSDUCER -PRESSURE GAGE -PRESSURE INDICATOR -PRESS. INDICATOR CONTROLLER -PRESSURE RECORDER -PRESSURE SWITCH -PRESSURE TRANSMITTER -PRESSURE POINT -PRESS. COMPUTATION MOD. -PRESSURE RELIEF VALVE -RESIST. TEMP. DETECTOR -SPEED INDICATOR -SPEED SWITCH -TEMP. CONTROLLER -TEMP. CONTROL VALVE -TEMP. CONTROL VALVE (SELF-ACTUATED) -TEMP. ELEMENT

-VIBRATION ELEMENT -VIBRATION SWITCH -VIBRATION TRANSMITTER -PILOT LIGHT (NOT FOR MOTOR)

HYDROSTATIC TEST DIAGRAM

(NOTE-2)

4"- FW-V0545 -2E3A

-OILY WATER SEWER -DRAIN -VENT

-HAND SWITCH -LEVEL ALARM -LEVEL CONTROL VALVE -LEVEL CONTROL VALVE (SELF-ACTUATED) -LEVEL GAUGE GLASS -LEVEL INDICATOR CONTROLLER -LEVEL INDICATOR -LEVEL RECORDER -LEVEL SWITCH -LEVEL TRANSMITTER -LEVEL TRANSDUCER -MOTOR STATUS LIGHT -MOTOR OPERATED VALVE -ANNUNCIATOR -PUSHBUTTON -PRESSURE CONTROLLER -PRESS. CONTROL VALVE -PRESS. CONTROL VALVE (SELF ACTUATED) -PRESS. DIFF. CONTROLLER -PRESS. DIFF. INDICATOR -PRESSURE DIFFERENTIAL INDICATOR CONTROLLER -PRESSURE DIFFERENTIAL

VE VS VT XL

-POST INDICATOR VALVE

FMO-A-05

P5B

HR-A-05

OWS D V

4

P5C FHY-A-05

-DRAIN TO PRESSURE SEWER

PDT PDTD PG PI PIC PR PS PT PX PY PZV RTD SI SS TC TV TCV TE TG THS TI TR TS TT TTD TW

-TIGHT SHUT OFF - SAMPLE CONN.

S

FHY-A-03

P1B

P19B P19A

4

6"x4"

16"x12"

TIE-IN DETAIL-B

P18B

P21A

4"- FW-V0294-2E3A

VA-010017 SHT.004

HR-C-05

P7A

P20A

8" -FW -V0529 -2E3A

4"-FW-V0770-2E3A

12"

4" FW

8" -FW -V0527 -2E3A

(NOTE-2)

FMO-B-04

12"

FMO-B-06

-LSLEEVE

TSO S.C.

P20B

(NOTE-3) P8B 4"-FW -V0535 -2E3A P8A

FHY-D-05

4"-FW -V0553-2E3A

8" -FW -V0632 -2E3A

FMO-B-03

4" -FW -V0555 -2E3A

8"-FW -V0584 -2E3A

FMO-E-13

4" -FW -V0552 -2E3A

FMO-B-07

8"-FW -V0585 - 2E3A

GATE VALVE EQUIPPED WITH POST INDICATOR (UNLESS OTHERWISE NOTED)

FMO-A-04

4"-FW -V0536 - 2E3A FMO-A-07

R-LX-P1016B

4"-FW- V0554-2E3A

FMO-F-01

4

4

FMO-A-06

4

4"-FW -V0414 - 2E3A

4" -FW -V0412 -2E3A

4

4"- FW-V0556 -2E3A

HR-D-06

FMO-E-12

FHY-B-02

(NOTE-3)

4"- FW-V0267-2E3A

009

4"-FW -V0572 - 2E3A

FMO-C-05

HR-D-04

FHY-D-04

8" -FW -V0046 -2E3A

R-LX-P1016A

4

4" -FW -V0439 -2E3A

4" -FW-V0533 -2E3A

P7B

4

MONITOR WITH TWO (2) 2 1/2 " CONNS.

-LIVE HOSE REEL

HR-A-04

VA-010017 SHT.005

Z20

PIV 005

FHY-A-04

10-02172-0001

8"-FW -V0547 - 2E3A

FHY-B-04

HR-A-04

8"- FW-V0295-2E3A

FHY-F-03

Z20-V-1, 12" -FW -57296 -1LC0U Z20-E-1 C/D/E/F 0A7

2E3A

12"

12"

ILC0U

019

FMO-D-12

2E3A

FMO-E-30

4" -FW -V0598 -2E3A

EXISTING

10-02172-0001

VA-010017 SHT.004

12" -FW-V0071 -2E3A

8" -FW -31329 -1LC0U

12" - FW-57297 -1LC0U

Z23

PIV 003

FMO-D-19

4"- FW-V0597 -2E3A

NEW

8"-FW -V0631 - 2E3A

HR-E-03

TIE-IN DETAIL-B

FMO-D-11

EXISTING

0A7

4" -FW -V00626-2E3A

4" -FW -V0605 -2E3A

4" -FW -V0564 -2E3A

8"-FW -V0549 -2E3A 4" -FW- V0579 -2E3A

FIRE HYDRANT TYPE 509K

VA-010017 SHT.001

HR-B-04

FMO-B-08

FMO-C-06

VA-010017 SHT.005

010

FMO-D-10

FMO-E-05

4"-FW-V0609-2E3A

Z20

FMO-D-13 4" -FW- V0599 -2E3A

12"-FW -V0082-2E3A

10-02172-0001

4"-FW -V0596 - 2E3A

6"x4"

FMO-B-09

R-LX-P1001 4" -FW -V0557 -2E3A

4" -FW-V0573 -2E3A

FMO-D-09

4" -FW -V0619 -2E3A

(NOTE-5) 6"- FW-31323 -1LC0U

10-02172-0001 020

R201-P1

B FHY-E-03

4"-FW -V0618 -2E3A

Z23

(NOTE-3)

12"-FW -V0083- 2E3A

8" -FW-V0614 -2E3A

FMO-E-04

FMO-D-18 HR-D-03

4" -FW- V0595 -2E3A

4" -FW -V0558 -2E3A

(NOTE-3)

6"x4"

4"- FW-V0311 -2E3A

4

AREA-C

FMO-D-08

4"

PDIS

4

FMO-B-02

FMO-C-04

4"-FW -V0565-2E3A

R301-C1

SOLENOID VALVE

"Y" STRAINER

4"- FW-V0436 -2E3A

4" -FW -V0608 -2E3A

4" -FW -V0594 -2E3A

PDC PDI PDIC

4" -FW-V0551 -2E3A

8" -FW -V0586 -2E3A

4

LG LIC LI LR LS LT LTD ML

BALL TYPE CONTROL VALVE WITH POSITIONER

VALVE NORMALLY CLOSED

FMO-A-03

4" -FW- V0571 -2E3A

HR-C-03

4

4" -FW -V0625 -2E3A

FMO-E-03

4" -FW- V0532 -2E3A

FHY-D-06

FHY-D-03

R301-C2

(NOTE-2)

HR-F-01

8"- FW-V0583 -2E3A

HR-E-05

A

12"-FW -V0084- 2E3A

CONTROL ROOM

4"-FW -V0251-2E3A

4

FMO-A-08

FMO-C-03

12" -FW-V0077- 2E3A

6"-FW- V0617-2E3A

FHY-F-02

VA-010017 SHT.004

HR-A-03

FMO-D-14

HR-E-02

(NOTE-2)

12"

4" FW

HIC HS LA LV LCV

S

4"-FW -V0604-2E3A

12"

8" -FW -V0630 -2E3A

CONTROL VALVE

4

-AIR OPERATED VALVE -ANALYZER TRANSMITTER -DENSITY TRANSMITTER -EMER. SHUTDOWN SYSTEM - FLOW CONTROLLER -FLOW CONTROL VALVE -FLOW CONTROL VALVE (SELF-ACTUATED) -FLOW ELEMENT -FLOW SIGHT GLASS -FLOW MANUAL CONT. VALVE -FLOW MANUAL TRANSDUCER -FLOW INDICATOR CONTROLLER -FLOW METER -RESTRICTION ORIFICE -FLOW TOTALIZER INDICATOR -FLOW RECORDER -FLOW TRANSMITTER -FLOW RELAY -HAND INDICATOR CONTROLLER

MOV NA PB PC PV PCV

PISTON OPERATED VALVE

P

4"-FW -V0560 - 2E3A

FMO-D-07 4" -FW -V0628 -2E3A

P

FMO-B-11

4"-FW -V0600 -2E3A

12"

MOTOR OPERATED VALVE

AREA-A

4" -FW -V0537 -2E3A

4" -FW- V0570 -2E3A

HR-D-05

M

FHY-A-02

4"- FW-V0578 -2E3A

4" -FW -V0592 -2E3A

FMO-A-02

8"-FW -V0526 -2E3A

AREA-B

12"

VACUUMRELIEF VALVE

12" -FW -V0045 -2E3A

FHY-B-01

FHY-C-01

12"

16"-FW -V0079-2E3A

AREA-E

4

8" -FW -V0566 -2E3A

16"

6"x4"

8" -FW -V0546 -2E3A

FMO-C-02

VA-010017 SHT.005

4

FMO-E-06

4"- FW-V0531 -2E3A

12"

16"-FW -V0080-2E3A

12"-FW -V0083-2E3A

8"-FW-V0613-2E3A

FHY-E-02

PRESS.RELIEF VALVE

4" -FW -V0569 -2E3A

FMO-D-17 FMO-D-06

HR-A-02

4" -FW- V0538 -2E3A

FMO-C-10

DOUBLE DISC GATE VALVE ANGLE VALVE

4"-FW -V0542 -2E3A

AOV AT DT ESD FC FV FCV FE FG FHV FHTD FIC FM FO FQI FR FT FY

CHECK VALVE

FMO-A-09

HR-B-03

AREA-D

4" -FW -V0623 -2E3A

FMO-E-02

AREA-F

4" -FW -V0591 -2E3A

-AIR TO OPEN/AIR FAILURE STEADY

PLUG VALVE

4"-FW -V0574 -2E3A

4" -FW -V0603 -2E3A

FMO-E-11

AO/AFS

GLOBE VALVE

FMO-B-01

4"-FW -V0172 -2E3A

-AIR TO OPEN/ AIR FAILURE CLOSE

GATE VALVE

FMO-C-01

FMO-C-07

AO/AFC

SPECTACLE PLATE-CLOSED

(NOTE-3)

4" -FW -V0568 -2E3A

HR-D-02

INSTRUMENT AIR LINE

SPECTACLE PLATE-OPEN

R-P-P6B

4" -FW -V0562 -2E3A

HR-C-02

AC/AFS

INSTRUMENT ELECTRICAL LINE

4" -FW-V0530 -2E3A

-AIR TO CLOSE/ AIR FAILURE OPEN -AIR TO CLOSE/AIR FAILURE STEADY

PROCESS LINE

REDUCER

FMO-A-10

FHY-B-03

8" -FW-V0567 -2E3A

4"- FW-V0607 -2E3A

4

INSTRUMENT DEFINITION & SYMBOLS SAES-J-004 AC/AFO

EQUIPMENT WITH FIXED FIREWATER SPRAY SYSTEM

FMO-E-01 FMO-E-08

8" -FW -V0525 -2E3A

4" -FW- V0539 -2E3A

HR-B-02

4"-FW -V00577 -2E3A

4"x3" CONC.RED.

FHY-A-04

4

4

FMO-D-16

LEGEND CLOUDED AREA UNDER SCOPE OF BI-10-02172. PIPING MATERIAL SPECIFICATION SAES-L-005

THIS REVISION IS NOT TO BE USED FOR CONSTRUCTION UNTIL CERTIFIED AND DATED

SAUDI ARABIAN OIL COMPANY DRAWING TYPE

PIPING & INSTRUMENTATION DIAGRAM

PID

FIRE WATER DISTRIBUTION SYSTEM FIRE PROTECTION RIYADH PLANT NO.

Z51

SAUDI ARABIA INDEX

A

DRAWING NUMBER

VA-010017

SHT. NO.

REV. NO.

003

0A7

THIS DRAWING AND THE INFORMATION CONTAINED HEREIN ARE THE SOLE PROPERTY OF SAUDI ARAMCO. NO REPRODUCTION IN FULL, OR IN PART, SHALL BE OBTAINED FROM THIS DRAWING WITHOUT THE WRITTEN CONSENT OF SAUDI ARAMCO.

FHY-E-01

4

FMO-A-11

12" -FW-V0045-2E3A

HR-E-06

HR-E-04

12"

8. ALL FIRE PROTECTION EQUIPMENTS SHALL BE UL LISTED/FM APPROVED AS PER SAES-U-101.

VA-010017 SHT.005

8" -FW-V0612 -2E3A

FMO-C-08

FMO-B-11

DETAIL-C

FMO-D-02

4"-FW-V0627-2E3A

SUB-STATION

009

(NOTE-3)

Z29

12"

B

10-02172-0001

0A7

4" -FW- V0587 -2E3A

C

PIV 004

4"-FW -V0622-2E3A

4

Z29-V-2, Z29-E-1 A/B/C/D, Z29-E-2 A/B/D/C

16" -FW-V0080 -2E3A

4"

16"

12"- FW-V0074-2E3A

FMO-E-10

6"-FW -0297-1LC0U

8" -FW -0267-1LC0U

5. FOR FIXED WATER SPRAY SYSTEM DETAILS REFER TO DRAWING NO. VA-736181.001

7. FOR FIXED WATER SPRAY SYSTEM DETAILS REFER TO DRAWING NO. VA-736208.001.

HR-A-01

4"- FW-V0575 -2E3A

FMO-D-01

0A7

4"-FW -V0534-2E3A

(NOTE-4)

FHY-F-01

8"-FW -V0581 -2E3A

4"- FW-V0164 -2E3A

6" -FW-V0540 -2E3A

VA-010017 SHT.005

010

R411-P2

12" -FW -57295 -1LC0U

6"x4"

4

4. FOR FIXED WATER SPRAY SYSTEM DETAILS REFER TO DRAWING NO. VA-736182.001

4" FW

VA-010017 SHT.005

0A7

Z14-V-4C/D, Z14-V-5B, Z14-E-6B Z14-V-7& Z14-E-15

12" 16"

(NOTE-6)

Z14-V-4A/B, Z14-V-5A, Z14-E-6A& Z14-E-7

6"x4"

12"-FW -V0075-2E3A

4" -FW-V0616 -2E3A

10-02172-0001 Z29

12"-FW- V0082-2E3A

TIE-IN DETAIL-A

FMO-E-15 4"-FW -V0380 - 2E3A

FHY-D-01

16"

FMO-C-09

6" -FW-0287-1LC0U (NOTE-7)

FMO-D-21

FMO-E-16

4"-FW -V0367 - 2E3A FMO-F-02

16"

12"

8"-FW-V0528-2E3A

16" -FW -V0313 -2E3A

16" -FW -V0044 -2E3A 6"x4" 4"-FW -V0561-2E3A

12"

20"x16"

12"

3. EXISTING FIXED FIREWATER SPRAY SYSTEM FEED

6. FOR FIXED WATER SPRAY SYSTEM DETAILS REFER TO DRAWING NO. VA-736208.002.

6"-FW-V0333-2E3A

4"-FW -V0360 -2E3A

2. FOR FIXED FIREWATER SPRAY SYSTEM DETAILS, REFER TO DRAWING NO. VA-010013 SHT. 003.

059

12"-FW -V0077-2E3A

16"

EQUIPMENT NO. LOCATION (AREA)

INPUTS

Z14

16" -FW -57298 -1LC0U

4"- FW-V0078-2E3A

060

2E3A

8"- FW-V0159-2E3A

10-02172-0001

16" -FW- 57298 -1LC0U

ILC0U

FIRE FIGHTING EQUIPMENT FHY - FIRE HYDRANT FMO - FIRE MONITOR HR - HOSE REEL FIV - FIRE INDICATOR VALVE

XXX-X-XX

EXISTING

NEW

2E3A

8"-FW-V0160-2E3A

2E3A

EXISTING

20" -FW-V0037-2E3A

0A7

16" -FW -V0044 -2E3A

12"

8"-FW- V0629-2E3A

009

EXISTING

Z14

10-02172-0001

10-02172-0001

16"

VA-010017 SHT.004

VA-010017 SHT.001

ILC0U

12" - FW-57295 -1LC0U

Z29

1. FIRE FIGHTING EQUIPMENT IDENTIFICATION:

0A7

6" -FW-0297-1LC0U

TIE-IN DETAIL-C

16" -FW-V0056 -2E3A

VA-010017 SHT.004

TIE-IN DETAIL-C

010

10-02172-0001

2E3A

Z29

Z14 VA-010017 SHT.004

CLOUDED AREA UNDER SCOPE OF BI-10-02172.

10-02172-0001

NEW

VA-010017 SHT.001

EXISTING

TIE-IN DETAIL-A

PIV 004

NOTES:

0A7

Saudi Aramco 5994 ENG. (09/03)

333 of 342

RESTRICTED

SMART

CADD-05

NOTES:

0A7

1. FIRE FIGHTING EQUIPMENT IDENTIFICATION:

FMO-H-17 4" -FW -V0682 -2E3A

4

FMO-H-15

HR-H-02

HR-J-02

4" -FW -V0691 -2E3A

4

4" -FW -V0675 -2E3A

FMO-H-14

AREA-H

4" -FW-V0732 -2E3A 4" -FW-V0683 -2E3A

FMO-J-03

AREA-I

AREA-J 4" -FW- V0716 -2E3A

HR-H-03

1-1/2" FMO-I-06

4"

FMO-J-04

(NOTE-2)

R101-P8

HR-I-03

4" -FW-V0330 -2E3A

R101-P11

BALL TYPE CONTROL VALVE WITH POSITIONER

PDC PDI PDIC

SOLENOID VALVE

PDIS

VA-010017 SHT.001

16"-FW -57223-1LC0U

12"-FW -V0039-2E3A

Z12-V-1B / 2B

8"-FW -57228-1LC0U

16"-FW -57230-1LC0U

8"-FW -57222-1LC0U

VALVE NORMALLY CLOSED 4

4"-FW -V0670-2E3A

4" -FW-V0544-2E3A

FIRE HYDRANT TYPE 509K

8"-FW -V0630 -2E3A

(NOTE-2)

MONITOR WITH TWO (2) 2 1/2 " CONNS.

VA-010017 SHT.003

4" -FW- V0644 -2E3A

SLEEVE

FMO-G-18

4

8" -FW-V0634 -2E3A

GATE VALVE EQUIPPED WITH POST INDICATOR (UNLESS OTHERWISE NOTED)

4"-FW -V0652 -2E3A TSO S.C.

FMO-G-09

R215-C2C

(NOTE-2)

4"-FW -V0653 -2E3A FMO-G-08

FMO-G-19

4" -FW -V0643 -2E3A

TE TG THS TI TR TS TT TTD TW

-TIGHT SHUT OFF - SAMPLE CONN.

S

-DRAIN TO PRESSURE SEWER

OWS D V

-OILY WATER SEWER -DRAIN -VENT

PDT PDTD PG PI PIC PR PS PT PX PY PZV RTD SI SS TC TV TCV

1" D

4" -FW -V0641 -2E3A

(NOTE-3)

FMO-G-06

BOARD MOUNTED INSTRUMENT R/G STATUS LIGHTS R=RED, G=GREEN PILOT LIGHT (DO NOT USE FOR MOTOR STATUS)

XL

MOTOR STATUS PILOT LIGHT LOCAL MOUNTED INSTRUMENT

ML

MOUNTED BEHIND LOCAL PANEL RACK MOUNTED (OR BACK OF PANEL)

ELECTRICAL SUPPLY REQUIRED INSTRUMENT AIR SUPPLY REQUIRED H

HIGH

LOW L TWO PEN RECORDER

FF

FOUNDATION FIELDBUS INSTRUMENT

DISTRIBUTED CONTROL/SHARED DISPLAY SYMBOLS (DCS) DISTRIBUTED CONTROL SYSTEM, OPERATOR ACCESSIBLE IN CONTROL ROOM (DCS) DISTRIBUTED CONTROL SYSTEM, OPERATOR INACCESSIBLE IN CONTROL ROOM (DCS) DISTRIBUTED CONTROL SYSTEM, OPERATOR INACCESSIBLE IN FIELD

DISTRIBUTED CONTROL INTERCONNECTING LOGIC CONTROLLER WITH BINARY OR SEQUENTIAL FUNCTIONS (PLC) PROGRAMMABLE LOGIC CONTROLLER, NORMALLY INACCESSIBLE OR BEHIND THE PANEL DEVICE OR FUNCTIONS (PLC) PROGRAMMABLE LOGIC CONTROLLER FUNCTION, CAN BE NORMALLY DISPLAYED ON CRT

-THERMOMETER -TEMP. HAND SWITCH -TEMP. INDICATOR -TEMP. RECORDER -TEMP. SWITCH

LOCAL DCS OR AUXILIARY DCS LOCATION NORMALLY ACCESSIBLE TO OPERATOR (PLC) PROGRAMMABLE LOGIC CONTROLLER I/O POINT NORMALLY INACCESSIBLE BY OPERATOR

-TEMP. TRANSMITTER -TEMP. TRANSDUCER -THERMOWELL

AE-036204

PIPING SYMBOLS

AB-036227

EQUIPMENT SYMBOLS

AB-036305

INSTRUMENT SYMBOLS

AC-036950

PIPING LAYOUT INDEX

10-02172

VD-735105

INSTRUMENT INSTALLATION SCHEDULES

4"-FW -V0654 - 2E3A

FMO-G-20

8" -FW -V0631 -2E3A VA-010017 SHT.003

R215-P12A

4

R215-P12B FMO-G-04

4"- FW-V0669 -2E3A

12"

4" -FW-V0655 -2E3A

FMO-G-21 FMO-G-05

12"

REVISION VALIDATION THIS REVISION NO. 0A7 IS COVERED, FOR ALL APPROVAL AND CERTIFICATION REQUIREMENTS, PER SAEP-334, UNDER DRAWING COMPLETION CERTIFICATE NO:

12"

1"

12" -FW -V0071 -2E3A

12" 16"x12"

LOCAL PANEL MOUNTED INSTR.

LETTER IDENTIFICATION OF LINES

DRAWING CONTROL FOR J.O.

FIV-I-02

16" -FW -V0070 -2E3A

DATA LOGGER POINT F-FLOW P-PRESS. L-LEVEL T-TEMP. X-MISC. A-ALARM

HYDROSTATIC TEST DIAGRAM

(NOTE-3)

16" -FW -V0070 -2E3A

-LIMIT SWITCH -SAFETY SHUTDOWN VALVE

PROCESS FLOW DIAGRAM

HR-H-05

12"

XS ZV

PLOT PLAN

A

4" -FW-V0668 -2E3A

HR-G-04

A B

12"-FW -V0088- 2E3A

R101-P14 R101-P13

FMO-H-07

4"-FW -V0659 -2E3A

4" -FW -V0658 -2E3A

FMO-H-08

16" 20"x16"

4" -FW -V0642 -2E3A

12"

D

12" -FW -V0071 -2E3A

VA-010017 SHT.003

DESIGN CERTIFICATION (DESIGN AGENCY) ENGG./DATE GSS / KSK 01/13/19

8"- FW-V0343-2E3A

FMO-I-08

FMO-G-07

8"-FW -V0661 -2E3A

INDICATOR SWITCH -PRESS. DIFF. TRANSMITTER -PRESS. DIFF. TRANSDUCER -PRESSURE GAGE -PRESSURE INDICATOR -PRESS. INDICATOR CONTROLLER -PRESSURE RECORDER -PRESSURE SWITCH -PRESSURE TRANSMITTER -PRESSURE POINT -PRESS. COMPUTATION MOD. -PRESSURE RELIEF VALVE -RESIST. TEMP. DETECTOR -SPEED INDICATOR -SPEED SWITCH -TEMP. CONTROLLER -TEMP. CONTROL VALVE -TEMP. CONTROL VALVE (SELF-ACTUATED) -TEMP. ELEMENT

-VIBRATION ELEMENT -VIBRATION SWITCH -VIBRATION TRANSMITTER -PILOT LIGHT (NOT FOR MOTOR)

-POST INDICATOR VALVE

HR-G-03

4" -FW -V0694 -2E3A

-HAND SWITCH -LEVEL ALARM -LEVEL CONTROL VALVE -LEVEL CONTROL VALVE (SELF-ACTUATED) -LEVEL GAUGE GLASS -LEVEL INDICATOR CONTROLLER -LEVEL INDICATOR -LEVEL RECORDER -LEVEL SWITCH -LEVEL TRANSMITTER -LEVEL TRANSDUCER -MOTOR STATUS LIGHT -MOTOR OPERATED VALVE -ANNUNCIATOR -PUSHBUTTON -PRESSURE CONTROLLER -PRESS. CONTROL VALVE -PRESS. CONTROL VALVE (SELF ACTUATED) -PRESS. DIFF. CONTROLLER -PRESS. DIFF. INDICATOR -PRESSURE DIFFERENTIAL INDICATOR CONTROLLER -PRESSURE DIFFERENTIAL

VE VS VT XL

REFERENCE DRAWINGS

4"- FW-V0124-2E3A

REV.NO.

DATE

0A7

01/13/19

REVIEW FOR KEY DRAWINGS REQUIRED (SAUDI ARAMCO)

OTHER BY/DATE

CERTIFIED BY/DATE CONST. AGENCY/DATE OPERATIONS/DATE MAS 01/13/19

REVISION DESCRIPTION ISSUED FOR 90% DESIGN REVIEW

JOB ORDER/EWO NO.

10-02172-0001

THIS REVISION IS NOT TO BE USED FOR CONSTRUCTION UNTIL CERTIFIED AND DATED

SAUDI ARABIAN OIL COMPANY DRAWING TYPE

PIPING & INSTRUMENTATION DIAGRAM VA-010017 SHT.005

FIV-04 16"

0A7

4"-FW -V0651 -2E3A

FMO-G-10

LG LIC LI LR LS LT LTD ML

S

12"

VA-010017 SHT.005

16"x12"

PACKAGE-2

6"-FW -V0645 -2E3A

6"x4"

FHY-H-02

8" -FW-V0697 -2E3A

4

4"

FIV-I-03

16"

8" -FW- 57231 -1LC0U

FMO-G-16 4" -FW -V0650 -2E3A

0A7

(NOTE-3)

4" -FW-V0230 -2E3A

FMO-I-03

1-1/2"

FMO-G-12

P

4"-FW -V0657 -2E3A

R215-C2B

4"- FW-V0743-2E3A

4" FW

4

12"

092 A/B

(NOTE-2)

FHY-G-02

FMO-H-06

B 6"x4"

20"-FW -V0093-2E3A

FIV-J-09

CONTROL VALVE

LIVE HOSE REEL

HR-H-04

FMO-H-25

6" -FW -V0702 -2E3A

FHY-I-07

FMO-J-09

Z12-E-2B1 TO 2B6

4"-FW -V0689 -2E3A

(NOTE-3)

FMO-I-04

FHY-I-04

Z12

12"

HIC HS LA LV LCV

MOV NA PB PC PV PCV

PISTON OPERATED VALVE

NOTE 7

R215-C2A

VA-010017 SHT.005

B

R945-P33

FMO-I-03

A

8"-FW -V0698- 2E3A

16" -FW-V0090-2E3A

(NOTE-3)

VA-010017 SHT.005

12" - FW-V0066 -2E3A

FMO-J-08

12" 4" -FW-V0646 -2E3A

P

Z12-E-2A1 TO 2A6

FMO-G-11

4"-FW -V0667 -2E3A

4"- FW-V0686 -2E3A

4"-FW -V0211-2E3A

FHY-J-03

4" -FW-V0722-2E3A

4

8"-FW- V0709-2E3A

4" -FW-V0723-2E3A

FMO-J-10

R101-P10

HR-I-02

4"- FW-V0721 -2E3A

4" -FW -V0724 -2E3A

12"

4" -FW -V0225 -2E3A

12"-FW -V0091-2E3A

12"-FW -V0092-2E3A FIV-J-04 12" -FW -V0066 -2E3A

FMO-J-07

4" -FW- V0720 -2E3A

FMO-J-11

VA-010017 SHT.002

FMO-J-12

MOTOR OPERATED VALVE

FMO-G-17

HR-H-06

A B A

4" -FW -V0734 -2E3A

4" -FW -V0725 -2E3A

D

4"

B

8" -FW-V0710 -2E3A

HR-J-04

10-02172-0001

1-1/2" 4" -FW-V0693 -2E3A

16"-FW -V0089-2E3A

4"- FW-V0719 -2E3A

FHY-J-04

4

-AIR OPERATED VALVE -ANALYZER TRANSMITTER -DENSITY TRANSMITTER -EMER. SHUTDOWN SYSTEM - FLOW CONTROLLER -FLOW CONTROL VALVE -FLOW CONTROL VALVE (SELF-ACTUATED) -FLOW ELEMENT -FLOW SIGHT GLASS -FLOW MANUAL CONT. VALVE -FLOW MANUAL TRANSDUCER -FLOW INDICATOR CONTROLLER -FLOW METER -RESTRICTION ORIFICE -FLOW TOTALIZER INDICATOR -FLOW RECORDER -FLOW TRANSMITTER -FLOW RELAY -HAND INDICATOR CONTROLLER

B

4" -FW -V0704 -2E3A

4

1"

FMO-H-24

4" -FW -V0685 -2E3A

FMO-J-06

A B

A

8" -FW -V0696 -2E3A

R101-P15

8"- FW-V0708 -2E3A

FHY-I-02

VACUUMRELIEF VALVE

FHY-G-03

8" -FW-V0329 -2E3A

4"-FW -V0666 -2E3A

FMO-H-09

PRESS.RELIEF VALVE

HR-G-02

FMO-H-05

6" -FW -V0671 -2E3A 4" FW

6"x4"

A

FMO-J-05

FMO-H-10

A

FMO-J-13

FMO-I-05

4

R101-V8 2ND FLOOR EL.7300

4"-FW- V0076-2E3A

4"-FW -V0726 -2E3A

4

A B

4" FW

R101-V10 2ND FLOOR EL.7300

DOUBLE DISC GATE VALVE ANGLE VALVE

B

FHY-J-02

HR-I-01

R101-P9 R101-PP7

HR-J-03

1" D

4"-FW -V0701 -2E3A

R122-PI A/B/C/D

4" -FW -V0733 -2E3A

FMO-I-02

(NOTE-3)

A B

FMO-J-14

4"-FW-V0706-2E3A

4"-FW -V0727 - 2E3A

CHECK VALVE

8"-FW -V0635 -2E3A 4"- FW-V0638 -2E3A

8" -FW -57244 -1LC0U

FMO-H-04

(NOTE-2)

GLOBE VALVE

M

12"

FMO-H-23

GATE VALVE

FMO-G-15

AOV AT DT ESD FC FV FCV FE FG FHV FHTD FIC FM FO FQI FR FT FY

HR-G-01

NOTE 8

4"-FW -V0692 -2E3A

-AIR TO OPEN/AIR FAILURE STEADY

SPECTACLE PLATE-OPEN

12" -FW-V0648 -2E3A

4"-FW -V0656 -2E3A

TO DV

FMO-H-11

VA-010017 SHT.003

4"-FW -V0649 -2E3A

8"- FW-V0633 -2E3A PACKAGE-2

6"

AO/AFS

SPECTACLE PLATE-CLOSED

FMO-G-13

4" -FW -V0611 -2E3A

HR-G-06

12"

-AIR TO OPEN/ AIR FAILURE CLOSE

PLUG VALVE

FHY-G-01

093 A/B

AO/AFC

BALL VALVE

AREA-G

4" -FW -V0684 -2E3A

4" -FW -V0705 -2E3A

Z12

INSTRUMENT AIR LINE

REDUCER

FMO-G-14

FMO-G-03

10-02172-0001

AC/AFS

EQUIPMENT WITH FIXED FIREWATER SPRAY SYSTEM

8" -FW -V0629 -2E3A

-AIR TO CLOSE/ AIR FAILURE OPEN -AIR TO CLOSE/AIR FAILURE STEADY

PROCESS LINE

INSTRUMENT ELECTRICAL LINE

FMO-G-27 FMO-G-02

INSTRUMENT DEFINITION & SYMBOLS SAES-J-004 AC/AFO

B

16"

0A7

B A

4" -FW -V0717 -2E3A

12"

VA-010017 SHT.003

8. FOR FIXED WATER SPRAY SYSTEM DETAILS REFER TO DRAWING NO VA-736207.002.

HR-G-05

R215R215 -P14-P13

HR-J-05

4" -FW -V0380 -2E3A

4" -FW -V0647 -2E3A

6"- FW-V0748-2E3A

FHY-J-05

FIV-J-02

4

12"

4" -FW -V0672 -2E3A

6"x4"

7. FOR FIXED WATER SPRAY SYSTEM DETAILS REFER TO DRAWING NO. VA-736207.001.

FMO-G-22

PACKAGE-1

4

6"-FW -V0673 - 2E3A

4" FW

4" FW

4" -FW-V0184 -2E3A

(NOTE-4)

B A

8" -FW -V0711 -2E3A

FMO-H-13

HR-H-09

(NOTE-4)

B A

FIV-J-05

16" FIV-I-01

FMO-H-12

VA-010017 SHT.005

12"

FMO-H-22

Z12-V-3A Z12-V-4A

FMO-G-26

FMO-H-03

FHY-I-01

12"

0A7

4" -FW-V0637 -2E3A

6" -FW -V0677 -2E3A

8"-FW -V0695 - 2E3A

6. ALL FIRE PROTECTION EQUIPMENTS SHALL BE UL LISTED/FM APPROVED AS PER SAES-U-101.

0A7

Z12-V-1A Z12-V-2A

6" -FW -V0663 -2E3A

FMO-I-01

8" -FW-V0707 -2E3A

VA-010017 SHT.003

5. FOR FIXED WATER SPRAY SYSTEM DETAILS REFER TO DRAWING NO. VA-736180.001.

LEGEND

VA-010017 SHT.005

4" -FW -V0728 -2E3A

4. FOR FIXED WATER SPRAY SYSTEM DETAILS REFER TO DRAWING NO. VA-736179.001.

038

(NOTE-4)

4"-FW -V0640-2E3A

FHY-J-01

FMO-G-23

4" -FW -V0563 -2E3A

4"-FW -V0676 -2E3A

4"-FW -V0700 -2E3A

PIV 001

4" -FW -V0636 -2E3A

6"x4"

FMO-J-02

FMO-J-15

FMO-G-01

(NOTE-2) FMO-H-21

Z12

2E3A (EXIST.)

PIPING MATERIAL SPECIFICATION SAES-L-005

(NOTE-5)

PACKAGE-1

R160-V4/R160-V5 2ND FL.EL.6.500

FMO-H-16

1LC0U NEW

16" -FW- V0056 -2E3A

Z12-V-3B Z12-V-4B

(NOTE-5)

FMO-H-02

(NOTE-2)

4"-FW -V0715 -2E3A

8"-FW -V0712 - 2E3A

4"- FW-V0688 -2E3A

4" -FW-V0690 -2E3A

Z12-V-1B Z12-V-2B

12"-FW -V0087-2E3A

4

FMO-J-01

FHY-J-06

HR-H-07

HR-H-01

4" FW

2E3A (EXIST.)

FMO-H-01

FMO-H-20

4" -FW -V0731 -2E3A

036

8" -FW -2565-1LC0U

4"-FW -V0639-2E3A

4" -FW -V0729 -2E3A

Z12

3. EXISTING FIXED FIREWATER SPRAY SYSTEM FEED

10-02172-0001

4

12" -FW- V0086-2E3A

FMO-J-16

FHY-H-01

4"- FW-V0718-2E3A

HR-J-01

NOTE-5

8"-FW -V0660 - 2E3A

16" -FW -V0089 -2E3A

FMO-G-24

8" -FW-2566-1LC0U

8"x4"

4" -FW -V0681 -2E3A

0A7

10-02172-0001

PID

SCM-FWDS AREA G,H,I & J FIRE PROTECTION RIYADH PLANT NO.

Z51

SAUDI ARABIA INDEX

A

DRAWING NUMBER

VA-010017

SHT. NO.

REV. NO.

004

0A7

THIS DRAWING AND THE INFORMATION CONTAINED HEREIN ARE THE SOLE PROPERTY OF SAUDI ARAMCO. NO REPRODUCTION IN FULL, OR IN PART, SHALL BE OBTAINED FROM THIS DRAWING WITHOUT THE WRITTEN CONSENT OF SAUDI ARAMCO.

16"-FW -V0090-2E3A

4"-FW -V0679 - 2E3A

12"

VA-010017 SHT.005

12"-FW -V0091-2E3A

12"-FW- V0092-2E3A

4

2. FOR FIXED FIREWATER SPRAY SYSTEM DETAILS, REFER TO DRAWING NO. VA-010013 SHT. 003.

INPUTS

FMO-H-18

EQUIPMENT NO. LOCATION (AREA)

12"-FW -V0085-2E3A

100-P9/A

HR-H-08

FHY-H-03

PIV 002

12" -FW-V0086-2E3A

8"-FW -V0687 - 2E3A

(NOTE-3)

4"-FW- V0674-2E3A

16"

8" -FW -V0699 -2E3A

NOTE-4

EDGE OF ROAD-'2'

4" -FW-V0662 -2E3A

FHY-I-05

039

2E3A (EXIST.)

1LC0U NEW

FMO-G-25

FMO-H-26

FMO-H-19

4

100-P9/B

2E3A

Z12-V-3B / 4B

1"

12"

Z12

4"-FW -V0703 -2E3A

4 FHV-J-01

10-02172-0001

FIRE FIGHTING EQUIPMENT FHY - FIRE HYDRANT FMO - FIRE MONITOR HR - HOSE REEL FIV - FIRE INDICATOR VALVE

XXX-X-XX

12"

12"

12" -FW-V0087-2E3A

4"

4"- FW-V0680 -2E3A

20"x16"

0A7

16" -FW- V0056 -2E3A

4"-FW- V0664-2E3A

1-1/2"

16"

16"

037

(EXIST.)

16" -FW- V0069 -2E3A

16"

FHY-J-07

8" -FW-V0713-2E3A

FIV-J-06

4" -FW-V0310-2E3A

4"-FW -V0730-2E3A

12"

FMO-J-17

Z12

12"-FW -V0088-2E3A

VA-010017 SHT.002

10-02172-0001

6"-FW -V0665-2E3A

12" -FW -V0067 - 2E3A

NOTE-5

20"-FW -V0057-2E3A

12" -FW-V0067 -2E3A

16"x12"

VA-010017 SHT.002

CLOUDED AREA UNDER SCOPE OF BI-10-02172.

Saudi Aramco 5994 ENG. (09/03)

334 of 342

RESTRICTED

SMART

CADD-05

NOTES:

NOTES:

Z20-E-1D COMBINED FEED EFFLUENT EXCHANGERS

Z20-E-1E COMBINED FEED EFFLUENT EXCHANGERS

SHELL O.D. x OAL : 1146 mm x 6856 mm INSULATION THICKNESS : 75 mm

Z20-E-1F COMBINED FEED EFFLUENT EXCHANGERS

SHELL O.D. x OAL : 1146 mm x 5856 mm INSULATION THICKNESS : 75 mm

15. ACTUATION VALVES, STRAINERS,MAINTENANCE ISOLATION VALVES SHALL BE UL LISTED AND /OR FM APPROVED FOR WATER SPRAY SYSTEM.

Z20-V-1 NHT REACTOR

HOLD:

O. DIA X T/T : 2992.0 mm x 4345.0 mm INSULATION THICKNESS: 90 mm

SHELL O.D. x OAL : 1140 mm x 5867 mm INSULATION THICKNESS : 90 mm

1. FLAME DETECTORS QUANTITIES ARE "ON HOLD".

HS XXX A

NOTE-13

HS

I

XXX B

FACP

NOTE-6

1. WATER SPRAY SYSTEM SHALL BE DESIGN AND INSTALL IN ACCORDANCE WITH NFPA 15, API 2030 AND SAES- B-017. 2. ACTUATION VALVES SHALL BE LOCATED A MINIMUM OF 15 M (50 FT), FROM THE EQUIPMENT BEING PROTECTED OR WITHIN 6 M (20 FT) OF A CATCH BASIN, DRAINAGE CHANNEL, OR SWALE IN ACCORDANCE WITH SAES-B-017. 3. ALL FIRE PROTECTION EQUIPMENTS SHALL BE UL LISTED/FM APPROVED AS PER SAES-U-101. 4. PIPELINE CLASS SHALL BE FBE-LINED CS SCH-40, ILE0U FOR 3" AND LARGER PIPES. GALVANIZED CARBON STEEL, ICG0U SCH-40, SHALL BE USED FOR PIPE 2" AND SMALLER. 5. MINIMUM OPERATING PRESSURE OF ANY NOZZLE PROTECTION OUTDOOR HAZARDS SHALL BE 25 PSI AS PER TABLE-1, SAES-B-017. 6. DETECTION SHALL BE ACTIVATED BY EFD (ELECTRONIC FIRE DETECTION SYSTEM) AND SHALL BE INTERFACE WITH FACP. 7. VESSEL SHALL BE PROTECTED ONLY TO A HEIGHT OF 40 FT (12.2M) ABOVE THE LIQUID AT WHICH LIQUID POOL FIRE COULD FORM PER API 2030. 8. DELETED. 9. THE SYSTEM SHALL BE DESIGNED AND INSTALLED UNDER THE SUPERVISION OF A REGISTERED PROFESSIONAL ENGINEER. 10.DELETED. 11.FOR VERTICAL VESSELS, THE MAXIMUM SPACING SHALL BE 3.7 M (12 FT) BETWEEN SPRAY RINGS. THE LOWEST SPRAY RING SHALL NOT BE MORE THAN 3.7 M (12 FT) ABOVE NORMAL LIQUID LEVEL. 12. DRAIN SHALL BE PROVIDED TO THE LOW POINT. THE PIPING SHALL BE SLOPED TO THE LOW POINT WITH MINIMUM SLOPE OF 1/165 mm IN ACCORDANCE WITH SAES-B-017. 13. HS-XXXA IS IN THE FIELD AND HS-XXXB IS IN THE OPERATOR SHELTER. REFER TO TABLE-2 FOR TAG NUMBERS. 14. TEST GAUGE CONNECTION LOCATION SHALL BE ACCESSIBLE FROM GRADE AT THE END OF THE MOST REMOTE SPRAY SYSTEM BRANCH. LEGEND PIPING MATERIAL SPECIFICATION SAES-L-005

INSTRUMENT DEFINITION & SYMBOLS SAES-J-004

AC/AFS

INSTRUMENT AIR LINE

AO/AFC

-AIR TO OPEN/ AIR FAILURE CLOSE

AO/AFS

-AIR TO OPEN/AIR FAILURE STEADY

6"x4"

REDUCER SPECTACLE PLATE-OPEN

MIN.

6" -FW-31325 -1LE0U

SPECTACLE PLATE-CLOSED

2" -FW-40172 -1CG0U

XV 5153

1LE0U

Z20-E-1E 2"

D

DETAIL-A

3"

2"

1LE0U 1BD0U

3/4" D

CONTROL VALVE

2"

P

7 NOS.

1"

STRAINER

6" -FW-31324-1LE0U

D

BE FACP

2"

2"

7 NOS.

TSO S.C.

3.7 M (MAX)

SP

2" -FW -57201 -1CG0U

WATER SPRAY NOZZLE SCHEDULE

FLAME DETECTOR FIRE ALARM CONTROL PANEL -TIGHT SHUT OFF - SAMPLE CONN.

S

-DRAIN TO PRESSURE SEWER

OWS D V

-OILY WATER SEWER -DRAIN -VENT

PDT PDTD PG PI PIC PR PS PT PX PY PZV RTD SI SS TC TV TCV TE TG THS TI TR TS TT TTD TW

-HAND SWITCH -LEVEL ALARM -LEVEL CONTROL VALVE -LEVEL CONTROL VALVE (SELF-ACTUATED) -LEVEL GAUGE GLASS -LEVEL INDICATOR CONTROLLER -LEVEL INDICATOR -LEVEL RECORDER -LEVEL SWITCH -LEVEL TRANSMITTER -LEVEL TRANSDUCER -MOTOR STATUS LIGHT -MOTOR OPERATED VALVE -ANNUNCIATOR -PUSHBUTTON -PRESSURE CONTROLLER -PRESS. CONTROL VALVE -PRESS. CONTROL VALVE (SELF ACTUATED) -PRESS. DIFF. CONTROLLER -PRESS. DIFF. INDICATOR -PRESSURE DIFFERENTIAL INDICATOR CONTROLLER -PRESSURE DIFFERENTIAL INDICATOR SWITCH -PRESS. DIFF. TRANSMITTER -PRESS. DIFF. TRANSDUCER -PRESSURE GAGE -PRESSURE INDICATOR -PRESS. INDICATOR CONTROLLER -PRESSURE RECORDER -PRESSURE SWITCH -PRESSURE TRANSMITTER -PRESSURE POINT -PRESS. COMPUTATION MOD. -PRESSURE RELIEF VALVE -RESIST. TEMP. DETECTOR -SPEED INDICATOR -SPEED SWITCH -TEMP. CONTROLLER -TEMP. CONTROL VALVE -TEMP. CONTROL VALVE (SELF-ACTUATED) -TEMP. ELEMENT

-VIBRATION ELEMENT -VIBRATION SWITCH -VIBRATION TRANSMITTER -PILOT LIGHT (NOT FOR MOTOR)

XS ZV

-LIMIT SWITCH -SAFETY SHUTDOWN VALVE DATA LOGGER POINT F-FLOW P-PRESS. L-LEVEL T-TEMP. A-ALARM X-MISC. LOCAL PANEL MOUNTED INSTR. BOARD MOUNTED INSTRUMENT R/G STATUS LIGHTS R=RED, G=GREEN PILOT LIGHT (DO NOT USE FOR MOTOR STATUS)

XL

MOTOR STATUS PILOT LIGHT LOCAL MOUNTED INSTRUMENT

ML

MOUNTED BEHIND LOCAL PANEL RACK MOUNTED (OR BACK OF PANEL)

ELECTRICAL SUPPLY REQUIRED INSTRUMENT AIR SUPPLY REQUIRED H

HIGH

LOW L TWO PEN RECORDER

FF

FOUNDATION FIELDBUS INSTRUMENT

DISTRIBUTED CONTROL/SHARED DISPLAY SYMBOLS (DCS) DISTRIBUTED CONTROL SYSTEM, OPERATOR ACCESSIBLE IN CONTROL ROOM (DCS) DISTRIBUTED CONTROL SYSTEM, OPERATOR INACCESSIBLE IN CONTROL ROOM (DCS) DISTRIBUTED CONTROL SYSTEM, OPERATOR INACCESSIBLE IN FIELD

DISTRIBUTED CONTROL INTERCONNECTING LOGIC CONTROLLER WITH BINARY OR SEQUENTIAL FUNCTIONS (PLC) PROGRAMMABLE LOGIC CONTROLLER, NORMALLY INACCESSIBLE OR BEHIND THE PANEL DEVICE OR FUNCTIONS (PLC) PROGRAMMABLE LOGIC CONTROLLER FUNCTION, CAN BE NORMALLY DISPLAYED ON CRT

-THERMOMETER -TEMP. HAND SWITCH -TEMP. INDICATOR -TEMP. RECORDER -TEMP. SWITCH

LOCAL DCS OR AUXILIARY DCS LOCATION NORMALLY ACCESSIBLE TO OPERATOR (PLC) PROGRAMMABLE LOGIC CONTROLLER I/O POINT NORMALLY INACCESSIBLE BY OPERATOR

-TEMP. TRANSMITTER -TEMP. TRANSDUCER -THERMOWELL

-CAR SEALED OPEN

REFERENCE DRAWINGS

1LE0U

AG UG

DELUGE VALVE

D

CSO

1LC0U

FIRE WATER

3/4"

6"

033

PDIS

SPRAY NOZZLE

2" -FW- 57201 -1CG0U

1-1/2" D

SOLENOID VALVE VALVE NORMALLY CLOSED

Z20-V-1

1LE0U 1BD0U

PDC PDI PDIC

S

CSO

CSO

LG LIC LI LR LS LT LTD ML

BALL TYPE CONTROL VALVE WITH POSITIONER

FLAME DETECTOR

SKIRT

HIC HS LA LV LCV

MOV NA PB PC PV PCV

PISTON OPERATED VALVE

2"- FW-57202 -1CG0U

TEST GAUGE CONNECTION

6"

P

1LE0U 1CG0U

1LE0U 2" 1CG0U

2" -FW -40174 -1CG0U

CSC

4"x3"

MOTOR OPERATED VALVE

(TYP.) 2"-FW -57202-1CG0U

1LE0U 1CG0U

M

NOTE-11

2" -FW -57290 -1CG0U

1CG0U

2"

BEACON

1LE0U

Z20-E-1C

2" -FW -57291 -1CG0U

1CG0U 1LE0U

1CG0U

2" -FW- 57289 -1CG0U

036

XL

2"-FW -40173 -1CG0U

VACUUMRELIEF VALVE

SP 3.7 M (MAX)

Z20-E-1F

3/4" D

PRESS.RELIEF VALVE

HOLD-1

3.7 M (MAX)

D

1BD0U

DOUBLE DISC GATE VALVE ANGLE VALVE

BE

3"

2" -FW -40171 -1CG0U

1LE0U 1CG0U

7 NOS.

HOLD-1

1LE0U 1LE0U

Z20-E-1D

2"

2"

BALL VALVE

BE

HORN

1CG0U

1CG0U 1LE0U

PLUG VALVE

2" -FW-57203 -1CG0U

2" 3"

1LE0U 1BD0U

REDUCING S.W. FLANGE 2" x 3/4" 2"

CHECK VALVE

4"-FW -31326-1LE0U

2" -FW-40170 -1CG0U

3/4"

3"-FW -31328-1LE0U

3"-FW -31327-1LE0U

NIPPLE 3/4" SW x NPPT

GLOBE VALVE

2"

-AIR OPERATED VALVE -ANALYZER TRANSMITTER -DENSITY TRANSMITTER -EMER. SHUTDOWN SYSTEM - FLOW CONTROLLER -FLOW CONTROL VALVE -FLOW CONTROL VALVE (SELF-ACTUATED) -FLOW ELEMENT -FLOW SIGHT GLASS -FLOW MANUAL CONT. VALVE -FLOW MANUAL TRANSDUCER -FLOW INDICATOR CONTROLLER -FLOW METER -RESTRICTION ORIFICE -FLOW TOTALIZER INDICATOR -FLOW RECORDER -FLOW TRANSMITTER -FLOW RELAY -HAND INDICATOR CONTROLLER

FE FG FHV FHTD FIC FM FO FQI FR FT FY

GATE VALVE

PSH 2313

AOV AT DT ESD FC FV FCV

VE VS VT XL

NOZZLE DESCRIPTION DELUDGE VALVE TAG NO.

EQUIPMENT PROTECTED TYPE

END CONNECTION SIZE

VA-010017 SHT.003

MINIMUM ORIFICE DIAMETER

K. FACTOR

SPRAY ANGLE

MINIMUM RESIDUAL PRESSURE

MAXIMUM WORKING PRESSURE

MINIMUM FLOW RATE

MATERIAL

QUANTITY

MANUFACTURER & MODEL NO. (OR) APPROVED EQUIVALENT

OPERATING SHELTER

LETTER IDENTIFICATION OF LINES

AE-036204

PIPING SYMBOLS

AB-036227

EQUIPMENT SYMBOLS

AB-036305

HS

HS

XA

XL

INSTRUMENT SYMBOLS

AC-036950

XXXA

XXXB

XXX

XXX

PIPING LAYOUT INDEX PLOT PLAN PROCESS FLOW DIAGRAM

FROM MAIN HEADER Z20-V-1

6" -FW -31323 -1LC0U

MEDIUM VELOCITY

1/2" NPT

10 MM

4.48

120°

25 PSIG

175 PSIG

22.4 GPM

BRASS FINISH

21

HD FIRE PROTECT MV-A

HYDROSTATIC TEST DIAGRAM DRAWING CONTROL FOR J.O.

IC

10-02172

VD-735105

INSTRUMENT INSTALLATION SCHEDULES

FACP

XV-5153

Z20-E1 C/D

Z20-E1 E/F

MEDIUM VELOCITY

MEDIUM VELOCITY

1/2" NPT

1/2" NPT

10 MM

10 MM

4.48

4.48

120°

25 PSIG

120°

25 PSIG

175 PSIG

175 PSIG

22.4 GPM

22.4 GPM

BRASS FINISH

14

HD FIRE PROTECT MV-A

XY XXXX

BRASS FINISH

16

HD FIRE PROTECT MV-A

NOTES: 1- WATER SPRAY NOZZLES ARE PROVIDED WITH LISTED BLOW-OFF PLUGS AND LISTED PROTECTIVE GUARDS. 2- WATER SPRAY NOZZLES SHALL NOT BE PAINTED. 3- WATER SPRAY NOZZLES SHALL BE UL LISTED AND/OR FM APPROVED. 4- WATER SPRAY NOZZLES SHALL BE SELECTED FROM SAUDI ARAMCO APPROVED VENDOR (RVL) AND IN COMPLIANCE WITH NFPA-15. 5- WATER SPRAY NOZZLES SHALL BE INSTALLED IN ACCORDANCE WITH NFPA-15. 6- WATER SPRAY NOZZLES SHALL BE SELECTED TO MEET MINIMUM ORIFICE DIAMETER, 10 MM.

RESTRICTION ASSEMBLY

S

HYTROL PILOT VALVE

PRESSURE REDUCING CONTROL VALVE REVISION VALIDATION

PI

PI

PSH

XXXA

XXXB

XXXC

THIS REVISION NO. F IS COVERED, FOR ALL APPROVAL AND CERTIFICATION REQUIREMENTS, PER SAEP-334, UNDER DRAWING COMPLETION CERTIFICATE NO:

DESIGN CERTIFICATION (DESIGN AGENCY) ENGG./DATE

WATER INLET

WATER OUTLET

DELUDGE VALVE

XV-5153

BE-5165 BE-5166 BE-5167 BE-5168

HORN TAG NO.

XA-5169

BEACON TAG NO.

XL-5170

01/13/19

REVISION DESCRIPTION ISSUED FOR 90% DESIGN REVIEW

10-02172-0001

MANUAL PRESSURE CALL POINT SWITCH TAG NO.

HS-5152A HS-5152B

DATE

F

PSH-2313

PRESSURE GAUGE SUCTION

DISCHARGE

PI-5153A

PI-5153B

DETAIL "A" Z51-FACP-0220 (AREA E&F)

THIS REVISION IS NOT TO BE USED FOR CONSTRUCTION UNTIL CERTIFIED AND DATED

SAUDI ARABIAN OIL COMPANY

NOTE : REFERENCE MAKE : CLA-VAL OR EQUIVALENT

FACP NO.

BY/DATE

MAS 01/13/19

JOB ORDER/EWO NO.

TABLE-2 FLAME DELUDGE DETECTORS VALVE NO. NO.

REV.NO.

OTHER

CERTIFIED BY/DATE CONST. AGENCY/DATE OPERATIONS/DATE

GSS / KSK 01/13/19

BY VENDOR

REVIEW FOR KEY DRAWINGS REQUIRED (SAUDI ARAMCO)

DRAWING TYPE

PIPING & INSTRUMENTATION DIAGRAM

PID

Z20-V-1, Z20-E-1C/1D/1E/1F WATER SPRAY SYSTEM FIRE PROTECTION RIYADH PLANT NO.

Z51

SAUDI ARABIA INDEX

A

DRAWING NUMBER

VA-736181

SHT. NO.

REV. NO.

001

F

THIS DRAWING AND THE INFORMATION CONTAINED HEREIN ARE THE SOLE PROPERTY OF SAUDI ARAMCO. NO REPRODUCTION IN FULL, OR IN PART, SHALL BE OBTAINED FROM THIS DRAWING WITHOUT THE WRITTEN CONSENT OF SAUDI ARAMCO.

PROCESS LINE

INSTRUMENT ELECTRICAL LINE

6" -FW-31325 - 1LE0U

-AIR TO CLOSE/ AIR FAILURE OPEN -AIR TO CLOSE/AIR FAILURE STEADY

INPUTS

AC/AFO

Saudi Aramco 5994 ENG. (09/03)

335 of 342

RESTRICTED

SMART

CADD-05

NOTES:

NOTES CONT.:

Z29-E-1C REACTOR FEED EFFLUENT EXCHANGERS

Z29-E-1B REACTOR FEED EFFLUENT EXCHANGERS

Z29-V-2 KEROSENE UNIBON O.DIA X T/T:1911.0 mm X 6325.0 mm INSULATION THICKNESS : 90 mm

O.DIA X OAL:686.0 mm X 7233.0 mm INSULATION THICKNESS : 90 mm

14. TEST GAUGE CONNECTION LOCATION SHALL BE ACCESSIBLE FROM GRADE AT THE END OF THE MOST REMOTE SPRAY SYSTEM BRANCH. 15. ACTUATION VALVES, STRAINERS,MAINTENANCE ISOLATION VALVES SHALL BE UL LISTED AND /OR FM APPROVED FOR WATER SPRAY SYSTEM.

Z29-E-1D REACTOR FEED EFFLUENT EXCHANGERS

O.DIA X OAL:786.0 mm X 7007.0 mm INSULATION THICKNESS : 75 mm

O.DIA X OAL:690.0 mm X 7241.0 mm INSULATION THICKNESS : 90 mm

HOLD: HS XXX A

1. FLAME DETECTORS QUANTITIES ARE "ON HOLD". NOTE-13

HS

I

Z29-E-2C REACTOR FEED EFFLUENT EXCHANGERS

Z29-E-2B REACTOR FEED EFFLUENT EXCHANGERS

FACP

XXX B

NOTE-6

Z29-E-2D REACTOR FEED EFFLUENT EXCHANGERS O.DIA X OAL:690.0 mm X 7241.0 mm INSULATION THICKNESS : 90 mm

O.DIA X OAL:786.0 mm X 7007.0 mm INSULATION THICKNESS : 75 mm

O.DIA X OAL:686.0 mm X 7233.0 mm INSULATION THICKNESS : 90 mm

1. WATER SPRAY SYSTEM SHALL BE DESIGN AND INSTALL IN ACCORDANCE WITH NFPA 15, API 2030 AND SAES- B-017. 2. ACTUATION VALVES SHALL BE LOCATED A MINIMUM OF 15 M (50 FT), FROM THE EQUIPMENT BEING PROTECTED OR WITHIN 6 M (20 FT) OF A CATCH BASIN, DRAINAGE CHANNEL, OR SWALE IN ACCORDANCE WITH SAES-B-017. 3. ALL FIRE PROTECTION EQUIPMENT SHALL BE UL LISTED/FM APPROVED AS PER SAES-U-101. 4. PIPELINE CLASS SHALL BE FBE-LINED CS (SCH-40), ILE0U FOR 3" AND LARGER PIPES. GALVANIZED CARBON STEEL, ICG0U (SCH-40), SHALL BE USED FOR PIPE 2" AND SMALLER. 5. MINIMUM OPERATING PRESSURE OF ANY NOZZLE PROTECTION OUTDOOR HAZARDS SHALL BE 25 PSI AS PER TABLE-1, SAES-B-017. 6. DETECTION SHALL BE ACTIVATED BY EFD (ELECTRONIC FIRE DETECTION SYSTEM) AND SHALL BE INTERFACE WITH FACP. 7. VESSEL SHALL BE PROTECTED ONLY TO A HEIGHT OF 40 FT (12.2M) ABOVE THE LIQUID AT WHICH LIQUID POOL FIRE COULD FORM PER API 2030. 8. DELETED. 9.THE SYSTEM SHALL BE DESIGNED AND INSTALLED UNDER THE SUPERVISION OF A REGISTERED PROFESSIONAL ENGINEER. 10.DELETED. 11.FOR VERTICAL VESSELS, THE MAXIMUM SPACING SHALL BE 3.7 M (12 FT) BETWEEN SPRAY RINGS. THE LOWEST SPRAY RING SHALL NOT BE MORE THAN 3.7 M (12 FT) ABOVE NORMAL LIQUID LEVEL. 12. DRAIN SHALL BE PROVIDED TO THE LOW POINT. THE PIPING SHALL BE SLOPED TO THE LOW POINT WITH MINIMUM SLOPE OF 1/165 mm IN ACCORDANCE WITH SAES-B-017. 13. HS-XXXA IS IN THE FIELD AND HS-XXXB IS IN THE OPERATOR SHELTER. REFER TO TABLE 2 FOR TAG NUMBERS.

LEGEND PIPING MATERIAL SPECIFICATION SAES-L-005

AC/AFS

INSTRUMENT AIR LINE

AO/AFC

-AIR TO OPEN/ AIR FAILURE CLOSE

AO/AFS

-AIR TO OPEN/AIR FAILURE STEADY

6" -FW-57207 -1LE0U

6"

6"x4"

MIN.

4"-FW -0305-1LE0U

PSH 2314

3"

2"

BE

BEACON

2"-FW -40175 -1CG0U

2" -FW -40180 -1CG0U

2" -FW -40178 -1CG0U

2"

1CG0U 1LE0U

2" -FW -40183 -1CG0U

5 NOS.

Z29-E-1D

Z29-E-2D

Z29-E-1B

CHECK VALVE PLUG VALVE BALL VALVE DOUBLE DISC GATE VALVE ANGLE VALVE

PRESS.RELIEF VALVE

MOTOR OPERATED VALVE

Z29-E-2B

1LE0U

(NOTE-11)

Z29-E-2A

CSO

CSC

PDIS

STRAINER

1"

TEST GAUGE CONNECTION

(TYP.)

SPRAY NOZZLE

NOTE-14

DELUGE VALVE

D

BE FACP TSO S.C.

6" CSO

SP 033

SOLENOID VALVE VALVE NORMALLY CLOSED

-FLAME DETECTOR -FIRE ALARM CONTROL PANEL

2" -FW -57204 -1CG0U

3/4" D

PDC PDI PDIC

FLAME DETECTOR

036 5 NOS.

BALL TYPE CONTROL VALVE WITH POSITIONER

2" -FW-57294 - 1CG0U

SP

Z29-V-2

1LE0U 1CG0U

2" -FW -40182 -1CG0U

2" -FW -57293 -1CG0U

2" -FW-40177 - 1CG0U

P

LG LIC LI LR LS LT LTD ML

S

1LE0U 1CG0U

1CG0U

3.7 M (MAX)

1LE0U 1CG0U

Z29-E-2C

Z29-E-1A

2" -FW- 40184 -1CG0U

1CG0U 1LE0U

1CG0U 1LE0U

1CG0U 1LE0U

5 NOS.

Z29-E-1C

D

2" -FW -40181 -1CG0U

2" -FW -40179 -1CG0U

HIC HS LA LV LCV

MOV NA PB PC PV PCV

PISTON OPERATED VALVE CONTROL VALVE

1LE0U 1CG0U

3.7 M (MAX)

1CG0U

1LE0U

2"

1CG0U 1LE0U

3"

2" -FW -40176 -1CG0U

2"

6" -FW- 0298-1LE0U

GLOBE VALVE

1LE0U 1CG0U

-AIR OPERATED VALVE -ANALYZER TRANSMITTER -DENSITY TRANSMITTER -EMER. SHUTDOWN SYSTEM - FLOW CONTROLLER -FLOW CONTROL VALVE -FLOW CONTROL VALVE (SELF-ACTUATED) -FLOW ELEMENT -FLOW SIGHT GLASS -FLOW MANUAL CONT. VALVE -FLOW MANUAL TRANSDUCER -FLOW INDICATOR CONTROLLER -FLOW METER -RESTRICTION ORIFICE -FLOW TOTALIZER INDICATOR -FLOW RECORDER -FLOW TRANSMITTER -FLOW RELAY -HAND INDICATOR CONTROLLER

FE FG FHV FHTD FIC FM FO FQI FR FT FY

GATE VALVE

M

2" -FW -57205 -1CG0U

SKIRT

1-1/2"

SPECTACLE PLATE-CLOSED

2"-FW -57292 -1CG0U

DETAIL-A

1LE0U 1BD0U

D

P

D

XV 5154

6"

1LE0U

SPECTACLE PLATE-OPEN

VACUUMRELIEF VALVE

1CG0U

1LE0U

3.7 M (MAX)

1CG0U

1CG0U

HOLD-1

2"-FW -57206 -1CG0U

3"x2"

2"

5 NOS.

2"

XL

1LE0U

REDUCING S.W. FLANGE 2" x 3/4"

HORN 1LE0U 1BD0U

NIPPLE 3/4" SWF NPPT 3/4"

REDUCER

3"-FW-0304-1LE0U

HOLD-1

3"-FW -0303-1LE0U

3"- FW-0301-1LE0U

3"-FW -0300-1LE0U

BE

3"- FW-0302-1LE0U

2"

4"

AOV AT DT ESD FC FV FCV

TABLE 1 WATER SPRAY NOZZLE SCHEDULE:

-TIGHT SHUT OFF - SAMPLE CONN.

S

-DRAIN TO PRESSURE SEWER

OWS D V

-OILY WATER SEWER -DRAIN -VENT

CSO

PDT PDTD PG PI PIC PR PS PT PX PY PZV RTD SI SS TC TV TCV TE TG THS TI TR TS TT TTD TW

-HAND SWITCH -LEVEL ALARM -LEVEL CONTROL VALVE -LEVEL CONTROL VALVE (SELF-ACTUATED) -LEVEL GAUGE GLASS -LEVEL INDICATOR CONTROLLER -LEVEL INDICATOR -LEVEL RECORDER -LEVEL SWITCH -LEVEL TRANSMITTER -LEVEL TRANSDUCER -MOTOR STATUS LIGHT -MOTOR OPERATED VALVE -ANNUNCIATOR -PUSHBUTTON -PRESSURE CONTROLLER -PRESS. CONTROL VALVE -PRESS. CONTROL VALVE (SELF ACTUATED) -PRESS. DIFF. CONTROLLER -PRESS. DIFF. INDICATOR -PRESSURE DIFFERENTIAL INDICATOR CONTROLLER -PRESSURE DIFFERENTIAL INDICATOR SWITCH -PRESS. DIFF. TRANSMITTER -PRESS. DIFF. TRANSDUCER -PRESSURE GAGE -PRESSURE INDICATOR -PRESS. INDICATOR CONTROLLER -PRESSURE RECORDER -PRESSURE SWITCH -PRESSURE TRANSMITTER -PRESSURE POINT -PRESS. COMPUTATION MOD. -PRESSURE RELIEF VALVE -RESIST. TEMP. DETECTOR -SPEED INDICATOR -SPEED SWITCH -TEMP. CONTROLLER -TEMP. CONTROL VALVE -TEMP. CONTROL VALVE (SELF-ACTUATED) -TEMP. ELEMENT

VE VS VT XL

-VIBRATION ELEMENT -VIBRATION SWITCH -VIBRATION TRANSMITTER -PILOT LIGHT (NOT FOR MOTOR)

XS ZV

-LIMIT SWITCH -SAFETY SHUTDOWN VALVE DATA LOGGER POINT F-FLOW P-PRESS. L-LEVEL T-TEMP. X-MISC. A-ALARM

INPUTS

PROCESS LINE

INSTRUMENT ELECTRICAL LINE

6" -FW-0299-1LE0U

-AIR TO CLOSE/ AIR FAILURE OPEN -AIR TO CLOSE/AIR FAILURE STEADY

LOCAL PANEL MOUNTED INSTR. BOARD MOUNTED INSTRUMENT R/G STATUS LIGHTS R=RED, G=GREEN PILOT LIGHT (DO NOT USE FOR MOTOR STATUS)

XL

MOTOR STATUS PILOT LIGHT LOCAL MOUNTED INSTRUMENT

ML

MOUNTED BEHIND LOCAL PANEL RACK MOUNTED (OR BACK OF PANEL)

ELECTRICAL SUPPLY REQUIRED INSTRUMENT AIR SUPPLY REQUIRED H

HIGH

LOW L TWO PEN RECORDER

FF

FOUNDATION FIELDBUS INSTRUMENT

DISTRIBUTED CONTROL/SHARED DISPLAY SYMBOLS (DCS) DISTRIBUTED CONTROL SYSTEM, OPERATOR ACCESSIBLE IN CONTROL ROOM (DCS) DISTRIBUTED CONTROL SYSTEM, OPERATOR INACCESSIBLE IN CONTROL ROOM (DCS) DISTRIBUTED CONTROL SYSTEM, OPERATOR INACCESSIBLE IN FIELD

DISTRIBUTED CONTROL INTERCONNECTING LOGIC CONTROLLER WITH BINARY OR SEQUENTIAL FUNCTIONS (PLC) PROGRAMMABLE LOGIC CONTROLLER, NORMALLY INACCESSIBLE OR BEHIND THE PANEL DEVICE OR FUNCTIONS (PLC) PROGRAMMABLE LOGIC CONTROLLER FUNCTION, CAN BE NORMALLY DISPLAYED ON CRT

-THERMOMETER -TEMP. HAND SWITCH -TEMP. INDICATOR -TEMP. RECORDER -TEMP. SWITCH

LOCAL DCS OR AUXILIARY DCS LOCATION NORMALLY ACCESSIBLE TO OPERATOR (PLC) PROGRAMMABLE LOGIC CONTROLLER I/O POINT NORMALLY INACCESSIBLE BY OPERATOR

-TEMP. TRANSMITTER -TEMP. TRANSDUCER -THERMOWELL

- CAR SEALED OPEN

REFERENCE DRAWINGS

1LE0U 1LC0U

OPERATING SHELTER

NOZZLE DESCRIPTION DELUDGE VALVE TAG NO.

EQUIPMENT PROTECTED TYPE

END CONNECTION SIZE

MINIMUM ORIFICE DIAMETER

K. FACTOR

SPRAY ANGLE

MINIMUM RESIDUAL PRESSURE

MAXIMUM WORKING PRESSURE

MINIMUM FLOW RATE

MATERIAL

QUANTITY

MANUFACTURER & MODEL NO. (OR) APPROVED EQUIVALENT

LETTER IDENTIFICATION OF LINES

AE-036204

PIPING SYMBOLS

AB-036227

EQUIPMENT SYMBOLS

AB-036305 AC-036950

HS

HS

XA

XL

INSTRUMENT SYMBOLS

XXXA

XXXB

XXX

XXX

PIPING LAYOUT INDEX PLOT PLAN PROCESS FLOW DIAGRAM HYDROSTATIC TEST DIAGRAM

AG UG

Z29-V-2

MEDIUM VELOCITY

1/2" NPT

10 MM

4.48

120°

25 PSIG

175 PSIG

22.4 GPM

BRASS FINISH

20

DRAWING CONTROL FOR J.O.

HD FIRE PROTECT MV-A

IC

FIRE WATER

10-02172

VD-735105

INSTRUMENT INSTALLATION SCHEDULES

FACP

VA-010017 SHT.003

FROM MAIN HEADER

Z29-E-1A/B

MEDIUM VELOCITY

1/2" NPT

10 MM

4.48

120°

25 PSIG

175 PSIG

22.4 GPM

BRASS FINISH

12

HD FIRE PROTECT MV-A

MEDIUM VELOCITY

1/2" NPT

10 MM

4.48

120°

25 PSIG

175 PSIG

22.4 GPM

BRASS FINISH

13

HD FIRE PROTECT MV-A

XY XXXX

S

6" -FW -0297-1LC0U

XV-5154

Z29-E-1C/D

RESTRICTION ASSEMBLY

HYTROL PILOT VALVE

PRESSURE REDUCING CONTROL VALVE REVISION VALIDATION

Z29-E-2A/B

MEDIUM VELOCITY

Z29-E-2C/D

MEDIUM VELOCITY

1/2" NPT

1/2" NPT

10 MM

10 MM

4.48

4.48

120°

25 PSIG

120°

25 PSIG

175 PSIG

175 PSIG

22.4 GPM

22.4 GPM

BRASS FINISH

BRASS FINISH

12

HD FIRE PROTECT MV-A

12

HD FIRE PROTECT MV-A

PI

PI

PSH

XXXA

XXXB

XXXC

THIS REVISION NO. F IS COVERED, FOR ALL APPROVAL AND CERTIFICATION REQUIREMENTS, PER SAEP-334, UNDER DRAWING COMPLETION CERTIFICATE NO:

DESIGN CERTIFICATION (DESIGN AGENCY) ENGG./DATE

NOTES: 1- WATER SPRAY NOZZLES ARE PROVIDED WITH LISTED BLOW-OFF PLUGS AND LISTED PROTECTIVE GUARDS. 2- WATER SPRAY NOZZLES SHALL NOT BE PAINTED. 3- WATER SPRAY NOZZLES SHALL BE UL LISTED AND/OR FM APPROVED. 4- WATER SPRAY NOZZLES SHALL BE SELECTED FROM SAUDI ARAMCO APPROVED VENDOR (RVL) AND IN COMPLIANCE WITH NFPA-15. 5- WATER SPRAY NOZZLES SHALL BE INSTALLED IN ACCORDANCE WITH NFPA-15. 6- WATER SPRAY NOZZLES SHALL BE SELECTED TO MEET MINIMUM ORIFICE DIAMETER, 10 MM.

TABLE 2 FLAME DELUDGE DETECTORS VALVE NO. NO.

XV-5154

BE-5174 BE-5175 BE-5176 BE-5177

HORN TAG NO.

XA-5171

BEACON TAG NO.

XL-5172

WATER INLET MANUAL PRESSURE CALL POINT SWITCH TAG NO.

HS-5135A HS-5135B

PSH-2314

DELUDGE VALVE

WATER OUTLET

REV.NO.

DATE

F

01/13/19

REVISION DESCRIPTION ISSUED FOR 90% DESIGN REVIEW

JOB ORDER/EWO NO.

SUCTION

PI-5154A

DISCHARGE

PI-5154B

Z51-FACP-0220 AREA E&F

DETAIL "A"

THIS REVISION IS NOT TO BE USED FOR CONSTRUCTION UNTIL CERTIFIED AND DATED

SAUDI ARABIAN OIL COMPANY

NOTE : RECOMMENDED MAKE : CLA-VAL OR EQUIVALENT

FACP NO.

BY/DATE

MAS 01/13/19

10-02172-0001 PRESSURE GAUGE

OTHER

CERTIFIED BY/DATE CONST. AGENCY/DATE OPERATIONS/DATE

GSS / KSK 01/13/19

BY VENDOR

REVIEW FOR KEY DRAWINGS REQUIRED (SAUDI ARAMCO)

DRAWING TYPE

PIPING & INSTRUMENTATION DIAGRAM

PID

Z29-V-2, Z29-E-1A~1D, Z29-E-2A~2D WATER SPRAY SYSTEM FIRE PROTECTION RIYADH PLANT NO.

Z51

SAUDI ARABIA INDEX

A

DRAWING NUMBER

VA-736182

SHT. NO.

REV. NO.

001

F

THIS DRAWING AND THE INFORMATION CONTAINED HEREIN ARE THE SOLE PROPERTY OF SAUDI ARAMCO. NO REPRODUCTION IN FULL, OR IN PART, SHALL BE OBTAINED FROM THIS DRAWING WITHOUT THE WRITTEN CONSENT OF SAUDI ARAMCO.

INSTRUMENT DEFINITION & SYMBOLS SAES-J-004 AC/AFO

Saudi Aramco 5994 ENG. (09/03)

336 of 342

RESTRICTED

SMART

CADD-05

NOTES: 1. 2-1/2" FIRE DEPARTMENT CONNECTION SHALL BE PROVIDED AT EACH LEVEL WHERE A MAN-WAY IS LOCATED AND ON OTHER STATEGIC WALKWAY LEVELS. PACKAGE-1

2. AN AUTOMATIC AIR VENT VALVE TO RELIEVE AIR PRESSURE DURING FILLING AND DRAINING OF THE RISER SHALL BE INSTALLED AT THE TOP OF THE RISER. 3. A DRAIN VALVE SHALL BE PROVIDED AT THE BOTTOM.

TO ATM

LEGEND

PACKAGE-2 TO ATM

SP

SIAMESE CONNECTION (FOR DRY RISER, 4"x 2 1/2" x 2 1/2")

034

SP 034 SP

SP

2"x1"

035 Z12-V-2A EL. 20300

3"

RED. FLG. 4"x2"

Z12-V-1B EL. 20300

3"

SP

Z12-V-2A

035

Z12-V-2A EL. 9600

3"

3"

Z12-V-1B Z12-V-1B EL. 9600

SP

Z12-V-2B EL. 9600

3"

035 EL. 7150

EL. 7150 SP

3"

Z12-V-2A EL. 4200

AC/AFS

INSTRUMENT AIR LINE

AO/AFC

-AIR TO OPEN/ AIR FAILURE CLOSE

AO/AFS

-AIR TO OPEN/AIR FAILURE STEADY

SPECTACLE PLATE-OPEN

SP

3"

Z12-V-1B EL. 4200

035

SPECTACLE PLATE-CLOSED

Z20-V-1

GLOBE VALVE CHECK VALVE PLUG VALVE BALL VALVE

035

Z12-V-2B EL. 4200

DOUBLE DISC GATE VALVE ANGLE VALVE

Z20-V-1 EL. 4000

3"

PRESS.RELIEF VALVE

VACUUMRELIEF VALVE

SIAMESE CONN. 4"X 2 1/2" X 2 1/2"

4"

SIAMESE CONN. 4"X 2 1/2" X 2 1/2"

2"

4"

4"

SIAMESE CONN. 4"X 2 1/2" X 2 1/2" D

2"

D

CONTROL VALVE

P

032 TO ATM

HIC HS LA LV LCV LG LIC LI LR LS LT LTD ML

BALL TYPE CONTROL VALVE WITH POSITIONER

PDC PDI PDIC

SOLENOID VALVE

PDIS

S

TO ATM

TO ATM

PDT PDTD PG PI PIC PR PS PT PX PY PZV RTD SI SS TC TV TCV

VALVE NORMALLY CLOSED

SP SP

034 SP

034

034

TSO S.C.

2"x1"

2"x1"

SP

RED. FLG. 4"x2"

-AIR OPERATED VALVE -ANALYZER TRANSMITTER -DENSITY TRANSMITTER -EMER. SHUTDOWN SYSTEM - FLOW CONTROLLER -FLOW CONTROL VALVE -FLOW CONTROL VALVE (SELF-ACTUATED) -FLOW ELEMENT -FLOW SIGHT GLASS -FLOW MANUAL CONT. VALVE -FLOW MANUAL TRANSDUCER -FLOW INDICATOR CONTROLLER -FLOW METER -RESTRICTION ORIFICE -FLOW TOTALIZER INDICATOR -FLOW RECORDER -FLOW TRANSMITTER -FLOW RELAY -HAND INDICATOR CONTROLLER

MOV NA PB PC PV PCV

PISTON OPERATED VALVE

SP

032

032

P

2" D

SP

SP

MOTOR OPERATED VALVE

4"-FW -40163 -1CG0U

4"-FW -40155 -1CG0U

4" -FW-57212 -1CG0U

M

AOV AT DT ESD FC FV FCV FE FG FHV FHTD FIC FM FO FQI FR FT FY

GATE VALVE

SP

SP

RED. FLG. 4"x2"

035

2"x1"

035

RED. FLG. 4"x2"

SP

-AIR TO CLOSE/ AIR FAILURE OPEN -AIR TO CLOSE/AIR FAILURE STEADY

PROCESS LINE

INSTRUMENT ELECTRICAL LINE

Z20-V-1 EL. 9300

3"

INSTRUMENT DEFINITION & SYMBOLS SAES-J-004 AC/AFO

REDUCER

SP 035

SP

Z12-V-2B

035

3"

EL. 7150

Z12-V-1A EL. 4200

2"x1"

035

035

EL. 7150

PIPING MATERIAL SPECIFICATION SAES-L-005

RED. FLG. 4"x2"

SP

3"

LEGEND

Z12-V-2B EL. 13800

TE TG THS TI TR TS TT TTD TW

-TIGHT SHUT OFF - SAMPLE CONN.

S

-DRAIN TO PRESSURE SEWER

OWS D V

-OILY WATER SEWER -DRAIN -VENT

VE VS VT XL

-VIBRATION ELEMENT -VIBRATION SWITCH -VIBRATION TRANSMITTER -PILOT LIGHT (NOT FOR MOTOR)

XS ZV

-LIMIT SWITCH -SAFETY SHUTDOWN VALVE

-HAND SWITCH -LEVEL ALARM -LEVEL CONTROL VALVE -LEVEL CONTROL VALVE (SELF-ACTUATED) -LEVEL GAUGE GLASS -LEVEL INDICATOR CONTROLLER -LEVEL INDICATOR -LEVEL RECORDER -LEVEL SWITCH -LEVEL TRANSMITTER -LEVEL TRANSDUCER -MOTOR STATUS LIGHT -MOTOR OPERATED VALVE -ANNUNCIATOR -PUSHBUTTON -PRESSURE CONTROLLER -PRESS. CONTROL VALVE -PRESS. CONTROL VALVE (SELF ACTUATED) -PRESS. DIFF. CONTROLLER -PRESS. DIFF. INDICATOR -PRESSURE DIFFERENTIAL INDICATOR CONTROLLER -PRESSURE DIFFERENTIAL INDICATOR SWITCH -PRESS. DIFF. TRANSMITTER -PRESS. DIFF. TRANSDUCER -PRESSURE GAGE -PRESSURE INDICATOR -PRESS. INDICATOR CONTROLLER -PRESSURE RECORDER -PRESSURE SWITCH -PRESSURE TRANSMITTER -PRESSURE POINT -PRESS. COMPUTATION MOD. -PRESSURE RELIEF VALVE -RESIST. TEMP. DETECTOR -SPEED INDICATOR -SPEED SWITCH -TEMP. CONTROLLER -TEMP. CONTROL VALVE -TEMP. CONTROL VALVE (SELF-ACTUATED) -TEMP. ELEMENT

DATA LOGGER POINT F-FLOW P-PRESS. L-LEVEL T-TEMP. A-ALARM X-MISC. LOCAL PANEL MOUNTED INSTR. BOARD MOUNTED INSTRUMENT R/G STATUS LIGHTS R=RED, G=GREEN PILOT LIGHT (DO NOT USE FOR MOTOR STATUS)

XL

MOTOR STATUS PILOT LIGHT LOCAL MOUNTED INSTRUMENT

ML

MOUNTED BEHIND LOCAL PANEL RACK MOUNTED (OR BACK OF PANEL)

ELECTRICAL SUPPLY REQUIRED INSTRUMENT AIR SUPPLY REQUIRED H

HIGH

LOW L TWO PEN RECORDER

FF

FOUNDATION FIELDBUS INSTRUMENT

DISTRIBUTED CONTROL/SHARED DISPLAY SYMBOLS (DCS) DISTRIBUTED CONTROL SYSTEM, OPERATOR ACCESSIBLE IN CONTROL ROOM (DCS) DISTRIBUTED CONTROL SYSTEM, OPERATOR INACCESSIBLE IN CONTROL ROOM (DCS) DISTRIBUTED CONTROL SYSTEM, OPERATOR INACCESSIBLE IN FIELD

DISTRIBUTED CONTROL INTERCONNECTING LOGIC CONTROLLER WITH BINARY OR SEQUENTIAL FUNCTIONS (PLC) PROGRAMMABLE LOGIC CONTROLLER, NORMALLY INACCESSIBLE OR BEHIND THE PANEL DEVICE OR FUNCTIONS (PLC) PROGRAMMABLE LOGIC CONTROLLER FUNCTION, CAN BE NORMALLY DISPLAYED ON CRT

-THERMOMETER -TEMP. HAND SWITCH -TEMP. INDICATOR -TEMP. RECORDER -TEMP. SWITCH

LOCAL DCS OR AUXILIARY DCS LOCATION NORMALLY ACCESSIBLE TO OPERATOR (PLC) PROGRAMMABLE LOGIC CONTROLLER I/O POINT NORMALLY INACCESSIBLE BY OPERATOR

-TEMP. TRANSMITTER -TEMP. TRANSDUCER -THERMOWELL

035

Z12-V-3A

Z12-V-3B EL. 14400

3"

SP 035

Z12-V-4A

Z12-V-3B Z12-V-4A EL. 7450

3"

Z12-V-3B EL. 7450

REFERENCE DRAWINGS

Z12-V-4B EL. 14400

Z29-V-2 EL. 10500

3"

SP 035

4"-FW -40160-1CG0U

4"-FW- 57208-1CG0U

Z12-V-3A EL. 7450

Z12-V-4A EL. 14400

3"

4"-FW -57217-1CG0U

Z12-V-3A EL. 14400

Z12-V-4B Z12-V-4B EL. 7450

3"

SP

SP

035

035

LETTER IDENTIFICATION OF LINES

AE-036204

PIPING SYMBOLS

AB-036227

EQUIPMENT SYMBOLS

AB-036305

INSTRUMENT SYMBOLS

AC-036950

PIPING LAYOUT INDEX

VA-012477

PLOT PLAN

Z29-V-2

PROCESS FLOW DIAGRAM HYDROSTATIC TEST DIAGRAM DRAWING CONTROL FOR J.O.

10-02172

VD-735105

INSTRUMENT INSTALLATION SCHEDULES

SP 035

Z12-V-3A EL. 4200

3"

Z12-V-4A EL. 4200

Z12-V-3B EL. 4200

Z12-V-4B EL. 4200

3"

3"

SIAMESE CONN. 4"X 2 1/2" X 2 1/2" 4"-FW -40160 -1CG0U 4"

4"-FW -57208 -1CG0U

4"

SIAMESE CONN. 4"X 2 1/2" X 2 1/2"

SIAMESE CONN. 4"X 2 1/2" X 2 1/2"

032

REVISION VALIDATION THIS REVISION NO. C IS COVERED, FOR ALL APPROVAL AND CERTIFICATION REQUIREMENTS, PER SAEP-334, UNDER DRAWING COMPLETION CERTIFICATE NO:

D DESIGN CERTIFICATION (DESIGN AGENCY)

SP

4"

032

ENGG./DATE

2" D

SP 032

REV.NO.

DATE

C

01/13/19

REVIEW FOR KEY DRAWINGS REQUIRED (SAUDI ARAMCO)

OTHER BY/DATE

CERTIFIED BY/DATE CONST. AGENCY/DATE OPERATIONS/DATE

GSS / KSK 01/13/19

2" D

SP

2"

4" -FW -57217 -1CG0U

Z29-V-2 EL. 3500

MAS 01/13/19

REVISION DESCRIPTION ISSUED FOR 90% DESIGN REVIEW

JOB ORDER/EWO NO.

10-02172-0001

THIS REVISION IS NOT TO BE USED FOR CONSTRUCTION UNTIL CERTIFIED AND DATED

SAUDI ARABIAN OIL COMPANY DRAWING TYPE

PIPING & INSTRUMENTATION DIAGRAM

PID

MANUAL DRY RISER FIRE PROTECTION RIYADH PLANT NO.

Z51

SAUDI ARABIA INDEX

A

DRAWING NUMBER

VA-736191

SHT. NO.

REV. NO.

001

C

THIS DRAWING AND THE INFORMATION CONTAINED HEREIN ARE THE SOLE PROPERTY OF SAUDI ARAMCO. NO REPRODUCTION IN FULL, OR IN PART, SHALL BE OBTAINED FROM THIS DRAWING WITHOUT THE WRITTEN CONSENT OF SAUDI ARAMCO.

SP

Z12-V-1B EL. 13800 4"-FW -40155-1CG0U

Z12-V-2A EL. 13800

4"-FW -57212-1CG0U

Z12-V-1A EL. 9600

034

035

3"

Z12-V-1A

SP

SP

035 Z12-V-1A EL. 13800

Z12-V-2B EL. 20300

INPUTS

Z12-V-1A EL. 20300

AUTOMATIC COMBINATION AIR VENT VALVE (FOR DRY RISER, 1")

TO ATM

035

4"-FW -40163-1CG0U

2"x1" RED. FLG. 4"x2"

HOSE CONNECTION (FOR DRY RISER, 3" x 2 1/2")

Saudi Aramco 5994 ENG. (09/03)

337 of 342

RESTRICTED

SMART

CADD-05

HOLDS: 1. FLAME DETECTOR QUANTITIES ARE ON HOLD.

Z12-E-2A1/A2/A3/A4/A5/A6 COMBINED FEED EXCHANGERS HS XXXX A

HS XXXX B

I

SHELL O.D. x OAL : 1665 mm x 8662.5 mm INSULATION THICKNESS : 100 mm

NOTE 12

FACP

NOTE 7

XL BE

HOLD-1

PIPING MATERIAL SPECIFICATION SAES-L-005

BE

HORN

HOLD-1

BEACON

8" -FW-2539-1LE0U

4"-FW -2542-1LE0U

6" -FW- 2540-1LE0U

6"x4"

6"x4"

1CG0U 1LE0U

3"

036

Z12-E-2A1

2"-FW -57238 -1CG0U

2"

2" 1LE0U 1CG0U

2"

(TYP.)

1CG0U 1LE0U

3"

2"

SP

2" 1LE0U 1CG0U

2" -FW-57236 - 1CG0U

-AIR TO OPEN/ AIR FAILURE CLOSE

AO/AFS

-AIR TO OPEN/AIR FAILURE STEADY

2"

3"

2" -FW -57240 -1CG0U

2"

2" 1LE0U 1CG0U

2"

Z12-E-2A3

Z12-E-2A2

1CG0U 1LE0U

2" -FW- 57242 -1CG0U

2"

2" 1LE0U 1CG0U

2"

Z12-E-2A4

3"-FW -2548-1LE0U

1CG0U 1LE0U

3"

SPECTACLE PLATE-CLOSED

GLOBE VALVE CHECK VALVE PLUG VALVE BALL VALVE DOUBLE DISC GATE VALVE ANGLE VALVE

1CG0U 1LE0U

3"

PRESS.RELIEF VALVE

2"

2" 1LE0U 1CG0U

2"

3" VACUUMRELIEF VALVE

2" 1LE0U 1CG0U

M

MOTOR OPERATED VALVE

Z12-E-2A6

Z12-E-2A5

2"

2"

2"

2"

2"-FW -57235 -1CG0U

2"-FW -57233 -1CG0U

2"-FW -57237 -1CG0U

2" -FW-57241 - 1CG0U

2" -FW- 57239 -1CG0U

CONTROL VALVE

2" -FW -57243 -1CG0U P

-AIR OPERATED VALVE -ANALYZER TRANSMITTER -DENSITY TRANSMITTER -EMER. SHUTDOWN SYSTEM - FLOW CONTROLLER -FLOW CONTROL VALVE -FLOW CONTROL VALVE (SELF-ACTUATED) -FLOW ELEMENT -FLOW SIGHT GLASS -FLOW MANUAL CONT. VALVE -FLOW MANUAL TRANSDUCER -FLOW INDICATOR CONTROLLER -FLOW METER -RESTRICTION ORIFICE -FLOW TOTALIZER INDICATOR -FLOW RECORDER -FLOW TRANSMITTER -FLOW RELAY -HAND INDICATOR CONTROLLER

HIC HS LA LV LCV

-HAND SWITCH -LEVEL ALARM -LEVEL CONTROL VALVE -LEVEL CONTROL VALVE (SELF-ACTUATED) -LEVEL GAUGE GLASS -LEVEL INDICATOR CONTROLLER -LEVEL INDICATOR -LEVEL RECORDER -LEVEL SWITCH -LEVEL TRANSMITTER -LEVEL TRANSDUCER -MOTOR STATUS LIGHT -MOTOR OPERATED VALVE -ANNUNCIATOR -PUSHBUTTON -PRESSURE CONTROLLER -PRESS. CONTROL VALVE -PRESS. CONTROL VALVE (SELF ACTUATED) -PRESS. DIFF. CONTROLLER -PRESS. DIFF. INDICATOR -PRESSURE DIFFERENTIAL INDICATOR CONTROLLER -PRESSURE DIFFERENTIAL

LG LIC LI LR LS LT LTD ML MOV NA PB PC PV PCV

PISTON OPERATED VALVE

2"

AOV AT DT ESD FC FV FCV FE FG FHV FHTD FIC FM FO FQI FR FT FY

GATE VALVE

P

TEST GAUGE CONNECTION

AO/AFC

REDUCER

CSC

1"

INSTRUMENT AIR LINE

MIN.

4" -FW -2541- 1LE0U

3"-FW -2547-1LE0U

3"-FW -2546-1LE0U

3"-FW -2545-1LE0U

3"-FW -2544-1LE0U

3"-FW- 2543-1LE0U

2" -FW -57234 -1CG0U

2"

AC/AFS

SPECTACLE PLATE-OPEN

1CG0U 1LE0U

2"

8"x6"

8"x6"

D

2"

2" -FW-57232 - 1CG0U

6"

BALL TYPE CONTROL VALVE WITH POSITIONER

PDC PDI PDIC

SOLENOID VALVE

PDIS

S

PSH 2311

WATER SPRAY NOZZLE SCHEDULE

VALVE NORMALLY CLOSED

NIPPLE 3/4" 3/4" SWF NPPT

FLAME DETECTOR

NOZZLE DESCRIPTION

1BD0U 1LE0U

DELUDGE VALVE TAG NO.

REDUCING S.W. FLANGE 2" x 3/4"

EQUIPMENT PROTECTED TYPE

2"

END CONNECTION SIZE

MINIMUM ORIFICE DIAMETER

K. FACTOR

SPRAY ANGLE

MINIMUM MAXIMUM RESIDUAL WORKING PRESSURE PRESSURE

MINIMUM FLOW RATE

MATERIAL

QUANTITY

MANUFACTURER & MODEL NO. (OR) APPROVED EQUIVALENT

STRAINER SPRAY NOZZLE

XV 5162

D

Z12-E-2A1

Z12-E-2A2 DETAIL-A 8"

CSO

DELUGE VALVE

D

D

XV-5162

Z12-E-2A3

MEDIUM VELOCITY

MEDIUM VELOCITY

MEDIUM VELOCITY

1/2" NPT

1/2" NPT

1/2" NPT

4.48

10 MM

10 MM

4.48

10 MM

4.48

120°

120°

120°

25 PSIG

25 PSIG

25 PSIG

175 PSIG

175 PSIG

175 PSIG

22.4 GPM

22.4 GPM

22.4 GPM

BRASS FINISH

BRASS FINISH

BRASS FINISH

14

14

14

BE FACP

HD FIRE PROTECT MV-A

TSO S.C.

HD FIRE PROTECT MV-A

HD FIRE PROTECT MV-A

-FLAME DETECTOR -FIRE ALARM CONTROL PANEL -TIGHT SHUT OFF - SAMPLE CONN.

S

-DRAIN TO PRESSURE SEWER

OWS D V

-OILY WATER SEWER

CSO

-AIR TO CLOSE/ AIR FAILURE OPEN -AIR TO CLOSE/AIR FAILURE STEADY

PROCESS LINE

INSTRUMENT ELECTRICAL LINE

8" MIN.

INSTRUMENT DEFINITION & SYMBOLS SAES-J-004 AC/AFO

-DRAIN -VENT

PDT PDTD PG PI PIC PR PS PT PX PY PZV RTD SI SS TC TV TCV TE TG THS TI TR TS TT TTD TW

- CAR SEALED OPEN

INDICATOR SWITCH -PRESS. DIFF. TRANSMITTER -PRESS. DIFF. TRANSDUCER -PRESSURE GAGE -PRESSURE INDICATOR -PRESS. INDICATOR CONTROLLER -PRESSURE RECORDER -PRESSURE SWITCH -PRESSURE TRANSMITTER -PRESSURE POINT -PRESS. COMPUTATION MOD. -PRESSURE RELIEF VALVE -RESIST. TEMP. DETECTOR -SPEED INDICATOR -SPEED SWITCH -TEMP. CONTROLLER -TEMP. CONTROL VALVE -TEMP. CONTROL VALVE (SELF-ACTUATED) -TEMP. ELEMENT

VE VS VT XL

-VIBRATION ELEMENT -VIBRATION SWITCH -VIBRATION TRANSMITTER -PILOT LIGHT (NOT FOR MOTOR)

XS ZV

-LIMIT SWITCH -SAFETY SHUTDOWN VALVE DATA LOGGER POINT F-FLOW P-PRESS. L-LEVEL T-TEMP. A-ALARM X-MISC. LOCAL PANEL MOUNTED INSTR. BOARD MOUNTED INSTRUMENT R/G STATUS LIGHTS R=RED, G=GREEN PILOT LIGHT (DO NOT USE FOR MOTOR STATUS)

XL

MOTOR STATUS PILOT LIGHT LOCAL MOUNTED INSTRUMENT

ML

MOUNTED BEHIND LOCAL PANEL RACK MOUNTED (OR BACK OF PANEL)

ELECTRICAL SUPPLY REQUIRED INSTRUMENT AIR SUPPLY REQUIRED H

HIGH

LOW L TWO PEN RECORDER

FF

FOUNDATION FIELDBUS INSTRUMENT

DISTRIBUTED CONTROL/SHARED DISPLAY SYMBOLS (DCS) DISTRIBUTED CONTROL SYSTEM, OPERATOR ACCESSIBLE IN CONTROL ROOM (DCS) DISTRIBUTED CONTROL SYSTEM, OPERATOR INACCESSIBLE IN CONTROL ROOM (DCS) DISTRIBUTED CONTROL SYSTEM, OPERATOR INACCESSIBLE IN FIELD

DISTRIBUTED CONTROL INTERCONNECTING LOGIC CONTROLLER WITH BINARY OR SEQUENTIAL FUNCTIONS (PLC) PROGRAMMABLE LOGIC CONTROLLER, NORMALLY INACCESSIBLE OR BEHIND THE PANEL DEVICE OR FUNCTIONS (PLC) PROGRAMMABLE LOGIC CONTROLLER FUNCTION, CAN BE NORMALLY DISPLAYED ON CRT

-THERMOMETER -TEMP. HAND SWITCH -TEMP. INDICATOR -TEMP. RECORDER -TEMP. SWITCH

LOCAL DCS OR AUXILIARY DCS LOCATION NORMALLY ACCESSIBLE TO OPERATOR (PLC) PROGRAMMABLE LOGIC CONTROLLER I/O POINT NORMALLY INACCESSIBLE BY OPERATOR

-TEMP. TRANSMITTER -TEMP. TRANSDUCER -THERMOWELL

REFERENCE DRAWINGS

031

8"-FW -57299-1LE0U

SP

Z12-E-2A4

Z12-E-2A5

MEDIUM VELOCITY

1/2" NPT

1/2" NPT

10 MM

4.48

10 MM

4.48

120°

120°

25 PSIG

25 PSIG

175 PSIG

175 PSIG

22.4 GPM

22.4 GPM

BRASS FINISH

BRASS FINISH

14

14

HD FIRE PROTECT MV-A

OPERATING SHELTER

AE-036204

PIPING SYMBOLS

AB-036227

EQUIPMENT SYMBOLS

AB-036305

HS

HS

XA

XL

INSTRUMENT SYMBOLS

AC-036950

XXXA

XXXB

XXX

XXX

PIPING LAYOUT INDEX

HD FIRE PROTECT MV-A

PLOT PLAN PROCESS FLOW DIAGRAM HYDROSTATIC TEST DIAGRAM

Z12-E-2A6 8" CSO 1LE0U 1BD0U

MEDIUM VELOCITY

LETTER IDENTIFICATION OF LINES

MEDIUM VELOCITY

1/2" NPT

10 MM

4.48

120°

25 PSIG

175 PSIG

22.4 GPM

BRASS FINISH

14

DRAWING CONTROL FOR J.O.

IC

HD FIRE PROTECT MV-A

VD-735105

INSTRUMENT INSTALLATION SCHEDULES

FACP

MECHANICAL EQUIPMENT LIST

VA-735989.001

XY

1-1/2" D

1LE0U

NOTES:

XXXX

1- WATER SPRAY NOZZLES ARE PROVIDED WITH LISTED BLOW-OFF PLUGS AND LISTED PROTECTIVE GUARDS. 2- WATER SPRAY NOZZLES SHALL NOT BE PAINTED. 3- WATER SPRAY NOZZLES SHALL BE UL LISTED AND/OR FM APPROVED. 4- WATER SPRAY NOZZLES SHALL BE SELECTED FROM SAUDI ARAMCO APPROVED VENDOR (RVL) AND IN COMPLIANCE WITH NFPA-15. 5- WATER SPRAY NOZZLES SHALL BE INSTALLED IN ACCORDANCE WITH NFPA-15. 6- WATER SPRAY NOZZLES SHALL BE SELECTED TO MEET MINIMUM ORIFICE DIAMETER, 10 MM.

RESTRICTION ASSEMBLY

1LC0U

S

HYTROL PILOT VALVE

PRESSURE REDUCING CONTROL VALVE REVISION VALIDATION

PI

PI

PSH

XXXA

XXXB

XXXC

THIS REVISION NO. B IS COVERED, FOR ALL APPROVAL AND CERTIFICATION REQUIREMENTS, PER SAEP-334, UNDER DRAWING COMPLETION CERTIFICATE NO:

AG

DESIGN CERTIFICATION (DESIGN AGENCY)

UG

ENGG./DATE

8" -FW -57231 -1LC0U

KAM 01/13/19

BY VENDOR

TABLE-2

FIRE WATER

WATER INLET

VA-010017 SHT.004

FROM MAIN HEADER

10-02172

FLAME DELUDGE DETECTORS VALVE NO. NO.

HORN TAG NO.

BEACON TAG NO.

MANUAL PRESSURE CALL POINT SWITCH TAG NO.

BE-5202 BE-5203

XA-5212

XL-5213

HS-5222A HS-5222B

PSH-2311

WATER OUTLET

DATE

B

01/13/19

PRESSURE GAUGE SUCTION

REVISION DESCRIPTION ISSUED FOR 90% DESIGN REVIEW

PI-2315A

PI-2315B

Z51-FACP-0215A Z51-FACP-0215 (AREA G)

DETAIL "A"

THIS REVISION IS NOT TO BE USED FOR CONSTRUCTION UNTIL CERTIFIED AND DATED

SAUDI ARABIAN OIL COMPANY

NOTE : REFERENCE MAKE : CLA-VAL OR EQUIVALENT

DISCHARGE

BY/DATE

MAS 01/13/19

10-02172-0001

FACP NO.

OTHER

CERTIFIED BY/DATE CONST. AGENCY/DATE OPERATIONS/DATE

JOB ORDER/EWO NO.

02 NOS. XV-5162

DELUDGE VALVE

REV.NO.

REVIEW FOR KEY DRAWINGS REQUIRED (SAUDI ARAMCO)

DRAWING TYPE

PIPING & INSTRUMENTATION DIAGRAM

PID

Z12-E2 TRAIN-A CFE EXCHANGER WATER SPRAY SYSTEM FIRE PROTECTION RIYADH PLANT NO.

Z51

SAUDI ARABIA INDEX

A

DRAWING NUMBER

VA-736207

SHT. NO.

001

REV. NO.

B

THIS DRAWING AND THE INFORMATION CONTAINED HEREIN ARE THE SOLE PROPERTY OF SAUDI ARAMCO. NO REPRODUCTION IN FULL, OR IN PART, SHALL BE OBTAINED FROM THIS DRAWING WITHOUT THE WRITTEN CONSENT OF SAUDI ARAMCO.

15. ACTUATION VALVES, STRAINERS,MAINTENANCE ISOLATION VALVES SHALL BE UL LISTED AND /OR FM APPROVED FOR WATER SPRAY SYSTEM.

NOTES: 1. WATER SPRAY SYSTEM SHALL BE DESIGN AND INSTALL IN ACCORDANCE WITH NFPA 15, API 2030 AND SAES- B-017. 2. ACTUATION VALVES SHALL BE LOCATED A MINIMUM OF 15 M (50 FT), FROM THE EQUIPMENT BEING PROTECTED OR WITHIN 6M (20 FT) OF A CATCH BASIN, DRAINAGE CHANNEL, OR SWALE IN ACCORDANCE WITH SAES-B-017. 3. ALL FIRE PROTECTION EQUIPMENTS SHALL BE UL LISTED/FM APPROVED AS PER SAES-U-101. 4. PIPELINE CLASS SHALL BE FBE-LINED CS (SCH40), ILE0U FOR 3" AND LARGER PIPES. GALVANIZED CARBON STEEL, ICG0U (SCH40), SHALL BE USED FOR PIPE 2" AND SMALLER. 5. DELETED. 6. MINIMUM OPERATING PRESSURE OF ANY NOZZLE PROTECTION OUTDOOR HAZARDS SHALL BE 25 PSI AS PER TABLE-1, SAES-B-017. 7. DETECTION SHALL BE ACTIVATED BY EFD (ELECTRONIC FIRE DETECTION SYSTEM) AND SHALL BE INTERFACE WITH FACP. 8. DELETED. 9.THE SYSTEM SHALL BE DESIGN AND INSTALL UNDER THE SUPERVISION OF A REGISTERED PROFESSIONAL ENGINEER. 10.DELETED. 11.DRAIN SHALL BE PROVIDED AT LOWEST POINT. THE PIPING SHALL BE SLOPED TO THE LOW POINTS WITH MINIMUM SLOPE OF 1/65 IN ACCORDANCE WITH SAES-B-017. 12.HS-XXXA IS IN THE FIELD AND HS-XXXB IS IN THE OPERATOR SHELTER. REFER TABLE 1 FOR TAG NUMBER. 13. TEST GAUGE CONNECTION LOCATION SHALL BE ACCESSIBLE FROM GRADE AT THE END OF THE MOST REMOTE SPRAY SYSTEM BATCH. 14. VESSEL SHALL BE PROTECTED ONLY AT A HEIGHT OF 40 FT. (12.2 M) ABOVE THE LIQUID AT WHICH LIQUID POOL FIRE COULD FROM PER API 2030. 15. ACTUATION VALVES, STRAINERS,MAINTENANCE ISOLATION VALVES SHALL BE UL LISTED AND /OR FM APPROVED FOR WATER SPRAY SYSTEM. LEGEND

INPUTS

NOTES:

Saudi Aramco 5994 ENG. (09/03)

338 of 342

RESTRICTED

SMART

CADD-05

NOTES:

NOTES:

15. ACTUATION VALVES, STRAINERS,MAINTENANCE ISOLATION VALVES SHALL BE UL LISTED AND /OR FM APPROVED FOR WATER SPRAY SYSTEM. HOLDS:

Z12-E-2B1/B2/B3/B4/B5/B6 COMBINED FEED EXCHANGERS

1. FLAME DETECTOR QUANTITIES ARE ON HOLD.

SHELL O.D. x OAL : 1665 mm x 8662.5 mm INSULATION THICKNESS : 100 mm

I

FACP

NOTE 7

LEGEND

XL BE

BE

HORN

HOLD-1

PIPING MATERIAL SPECIFICATION SAES-L-005

HOLD-1

BEACON 8" -FW -57305 -1LE0U

D

MIN.

4"-FW -2607-1LE0U

6"- FW-2605-1LE0U

6"x4"

6"x4"

6"

2" 1LE0U 1CG0U

Z12-E-2B1

2"- FW-57249 -1CG0U

2"

3"

SP 036

Z12-E-2B2

(TYP.)

1CG0U 1LE0U

3"

AO/AFC

-AIR TO OPEN/ AIR FAILURE CLOSE

AO/AFS

-AIR TO OPEN/AIR FAILURE STEADY

REDUCER

3"

2"

2" 2"

2" -FW -57253 -1CG0U

1CG0U

Z12-E-2B4

Z12-E-2B3

2"

3"-FW -2613-1LE0U

1CG0U 1LE0U

3"

2"-FW -57255 -1CG0U

2"

2" 1LE0U 1CG0U

2"

Z12-E-2B5

SPECTACLE PLATE-CLOSED

3"

CHECK VALVE PLUG VALVE BALL VALVE DOUBLE DISC GATE VALVE ANGLE VALVE

PRESS.RELIEF VALVE

3"

2"

2" 1LE0U 1CG0U

GLOBE VALVE

1CG0U 1LE0U

2"

VACUUMRELIEF VALVE

2" 1LE0U 1CG0U

M

MOTOR OPERATED VALVE

Z12-E-2B6

2"

2"

2"

2"

2" -FW -57248 -1CG0U

2" -FW -57246 -1CG0U

2" -FW -57252 -1CG0U

2"-FW -57250 -1CG0U

2" -FW -57254 -1CG0U

CONTROL VALVE

2" -FW-57256 - 1CG0U P

PSH 2312

-AIR OPERATED VALVE -ANALYZER TRANSMITTER -DENSITY TRANSMITTER -EMER. SHUTDOWN SYSTEM - FLOW CONTROLLER -FLOW CONTROL VALVE -FLOW CONTROL VALVE (SELF-ACTUATED) -FLOW ELEMENT -FLOW SIGHT GLASS -FLOW MANUAL CONT. VALVE -FLOW MANUAL TRANSDUCER -FLOW INDICATOR CONTROLLER -FLOW METER -RESTRICTION ORIFICE -FLOW TOTALIZER INDICATOR -FLOW RECORDER -FLOW TRANSMITTER -FLOW RELAY -HAND INDICATOR CONTROLLER

HIC HS LA LV LCV

-HAND SWITCH -LEVEL ALARM -LEVEL CONTROL VALVE -LEVEL CONTROL VALVE (SELF-ACTUATED) -LEVEL GAUGE GLASS -LEVEL INDICATOR CONTROLLER -LEVEL INDICATOR -LEVEL RECORDER -LEVEL SWITCH -LEVEL TRANSMITTER -LEVEL TRANSDUCER -MOTOR STATUS LIGHT -MOTOR OPERATED VALVE -ANNUNCIATOR -PUSHBUTTON -PRESSURE CONTROLLER -PRESS. CONTROL VALVE -PRESS. CONTROL VALVE (SELF ACTUATED) -PRESS. DIFF. CONTROLLER -PRESS. DIFF. INDICATOR -PRESSURE DIFFERENTIAL INDICATOR CONTROLLER -PRESSURE DIFFERENTIAL

LG LIC LI LR LS LT LTD ML MOV NA PB PC PV PCV

PISTON OPERATED VALVE

2"

2"

AOV AT DT ESD FC FV FCV FE FG FHV FHTD FIC FM FO FQI FR FT FY

GATE VALVE

P

TEST GAUGE CONNECTION

INSTRUMENT AIR LINE

MIN.

4"- FW-2606-1LE0U

3"-FW -2612-1LE0U

1CG0U 1LE0U

2" -FW -57251 -1CG0U

2"

2" 1LE0U 1CG0U

2"

3"-FW -2611-1LE0U

3"-FW -2609- 1LE0U

3"-FW -2608-1LE0U

1CG0U 1LE0U

2" -FW-57247 - 1CG0U

2"

1" CSC

AC/AFS

SPECTACLE PLATE-OPEN

1CG0U 1LE0U

2"

8"x6"

8"x6"

D

2"

2" -FW -57245 -1CG0U

6"

BALL TYPE CONTROL VALVE WITH POSITIONER

PDC PDI PDIC

SOLENOID VALVE

PDIS

S

NIPPLE 3/4" SWF NPPT 3/4"

VALVE NORMALLY CLOSED

1BD0U 1LE0U

FLAME DETECTOR

TABLE 1 - WATER SPRAY NOZZLE SCHEDULE:

REDUCING S.W. FLANGE 2" x 3/4"

2"

STRAINER

D

NOZZLE DESCRIPTION

XV 5163 D

DELUDGE VALVE TAG NO.

EQUIPMENT PROTECTED TYPE

END CONNECTION SIZE

MINIMUM ORIFICE DIAMETER

K. FACTOR

MINIMUM RESIDUAL PRESSURE

SPRAY ANGLE

MAXIMUM WORKING PRESSURE

MINIMUM FLOW RATE

MATERIAL

QUANTITY

SPRAY NOZZLE

MANUFACTURER & MODEL NO. (OR) APPROVED EQUIVALENT

BE

8"

Z12-E-2B1

CSO

Z12-E-2B2

MEDIUM VELOCITY

1/2" NPT

1/2" NPT

4.48

10 MM

10 MM

4.48

120°

25 PSIG

120°

25 PSIG

175 PSIG

175 PSIG

22.4 GPM

22.4 GPM

BRASS FINISH

BRASS FINISH

14

14

FLAME DETECTOR

FACP FIRE ALARM CONTROL PANEL

DETAIL-A MEDIUM VELOCITY

DELUGE VALVE

D

TSO S.C.

HD FIRE PROTECT MV-A

HD FIRE PROTECT MV-A

-TIGHT SHUT OFF - SAMPLE CONN.

S

-DRAIN TO PRESSURE SEWER

OWS D V

-OILY WATER SEWER -DRAIN -VENT

PDT PDTD PG PI PIC PR PS PT PX PY PZV RTD SI SS TC TV TCV TE TG THS TI TR TS TT TTD TW

-VIBRATION ELEMENT -VIBRATION SWITCH -VIBRATION TRANSMITTER -PILOT LIGHT (NOT FOR MOTOR)

XS ZV

-LIMIT SWITCH -SAFETY SHUTDOWN VALVE DATA LOGGER POINT F-FLOW P-PRESS. L-LEVEL T-TEMP. A-ALARM X-MISC. LOCAL PANEL MOUNTED INSTR. BOARD MOUNTED INSTRUMENT R/G STATUS LIGHTS R=RED, G=GREEN PILOT LIGHT (DO NOT USE FOR MOTOR STATUS)

XL

MOTOR STATUS PILOT LIGHT LOCAL MOUNTED INSTRUMENT

ML

MOUNTED BEHIND LOCAL PANEL RACK MOUNTED (OR BACK OF PANEL)

ELECTRICAL SUPPLY REQUIRED INSTRUMENT AIR SUPPLY REQUIRED H

HIGH

LOW L TWO PEN RECORDER

FF

FOUNDATION FIELDBUS INSTRUMENT

DISTRIBUTED CONTROL/SHARED DISPLAY SYMBOLS (DCS) DISTRIBUTED CONTROL SYSTEM, OPERATOR ACCESSIBLE IN CONTROL ROOM (DCS) DISTRIBUTED CONTROL SYSTEM, OPERATOR INACCESSIBLE IN CONTROL ROOM (DCS) DISTRIBUTED CONTROL SYSTEM, OPERATOR INACCESSIBLE IN FIELD

DISTRIBUTED CONTROL INTERCONNECTING LOGIC CONTROLLER WITH BINARY OR SEQUENTIAL FUNCTIONS (PLC) PROGRAMMABLE LOGIC CONTROLLER, NORMALLY INACCESSIBLE OR BEHIND THE PANEL DEVICE OR FUNCTIONS (PLC) PROGRAMMABLE LOGIC CONTROLLER FUNCTION, CAN BE NORMALLY DISPLAYED ON CRT

-THERMOMETER -TEMP. HAND SWITCH -TEMP. INDICATOR -TEMP. RECORDER -TEMP. SWITCH

LOCAL DCS OR AUXILIARY DCS LOCATION NORMALLY ACCESSIBLE TO OPERATOR (PLC) PROGRAMMABLE LOGIC CONTROLLER I/O POINT NORMALLY INACCESSIBLE BY OPERATOR

-TEMP. TRANSMITTER -TEMP. TRANSDUCER -THERMOWELL

REFERENCE DRAWINGS

8"

XV-5163 1-1/2" D

INDICATOR SWITCH -PRESS. DIFF. TRANSMITTER -PRESS. DIFF. TRANSDUCER -PRESSURE GAGE -PRESSURE INDICATOR -PRESS. INDICATOR CONTROLLER -PRESSURE RECORDER -PRESSURE SWITCH -PRESSURE TRANSMITTER -PRESSURE POINT -PRESS. COMPUTATION MOD. -PRESSURE RELIEF VALVE -RESIST. TEMP. DETECTOR -SPEED INDICATOR -SPEED SWITCH -TEMP. CONTROLLER -TEMP. CONTROL VALVE -TEMP. CONTROL VALVE (SELF-ACTUATED) -TEMP. ELEMENT

VE VS VT XL

CSO -CAR SEALED OPEN

8" -FW-57304 -1LE0U

CSO 1LE0U 1BD0U

-AIR TO CLOSE/ AIR FAILURE OPEN -AIR TO CLOSE/AIR FAILURE STEADY

PROCESS LINE

INSTRUMENT ELECTRICAL LINE

8"

3"-FW -2610-1LE0U

2"

INSTRUMENT DEFINITION & SYMBOLS SAES-J-004 AC/AFO

Z12-E-2B3

SP Z12-E-2B4

031

Z12-E-2B5

MEDIUM VELOCITY

MEDIUM VELOCITY

1/2" NPT

10 MM

4.48

120°

25 PSIG

175 PSIG

22.4 GPM

BRASS FINISH

14

HD FIRE PROTECT MV-A

LETTER IDENTIFICATION OF LINES

AE-036204

PIPING SYMBOLS

AB-036227

EQUIPMENT SYMBOLS

AB-036305

INSTRUMENT SYMBOLS

AC-036950

PIPING LAYOUT INDEX

1/2" NPT

10 MM

4.48

120°

25 PSIG

175 PSIG

22.4 GPM

BRASS FINISH

14

HD FIRE PROTECT MV-A

MEDIUM VELOCITY

1/2" NPT

10 MM

4.48

120°

25 PSIG

175 PSIG

22.4 GPM

BRASS FINISH

14

HD FIRE PROTECT MV-A

MEDIUM VELOCITY

1/2" NPT

10 MM

4.48

120°

25 PSIG

175 PSIG

22.4 GPM

BRASS FINISH

14

HD FIRE PROTECT MV-A

OPERATING SHELTER

PLOT PLAN PROCESS FLOW DIAGRAM

HS

HS

XA

XL

HYDROSTATIC TEST DIAGRAM

XXXA

XXXB

XXX

XXX

DRAWING CONTROL FOR J.O.

10-02172

VD-735105

INSTRUMENT INSTALLATION SCHEDULES

MECHANICAL EQUIPMENT LIST

VD-735989.001

1LE0U 1LC0U

Z12-E-2B6

IC FACP

AG

8"-FW -57244 -1LC0U

FIREWATER

XY

NOTES:

UG

XXXX

1- WATER SPRAY NOZZLES ARE PROVIDED WITH LISTED BLOW-OFF PLUGS AND LISTED PROTECTIVE GUARDS. 2- WATER SPRAY NOZZLES SHALL NOT BE PAINTED. 3- WATER SPRAY NOZZLES SHALL BE UL LISTED AND/OR FM APPROVED. 4- WATER SPRAY NOZZLES SHALL BE SELECTED FROM SAUDI ARAMCO APPROVED VENDOR (RVL) AND IN COMPLIANCE WITH NFPA-15. 5- WATER SPRAY NOZZLES SHALL BE INSTALLED IN ACCORDANCE WITH NFPA-15. 6- WATER SPRAY NOZZLES SHALL BE SELECTED TO MEET MINIMUM ORIFICE DIAMETER, 10 MM.

S

REVISION VALIDATION

RESTRICTION ASSEMBLY

VA-010017 SHT.004

HYTROL PILOT VALVE

PRESSURE REDUCING CONTROL VALVE

PI

PI

PSH

XXXA

XXXB

XXXC

FROM MAIN HEADER

THIS REVISION NO. B IS COVERED, FOR ALL APPROVAL AND CERTIFICATION REQUIREMENTS, PER SAEP-334, UNDER DRAWING COMPLETION CERTIFICATE NO:

DESIGN CERTIFICATION (DESIGN AGENCY) ENGG./DATE KAM 01/13/19

TABLE-2 FLAME DELUDGE DETECTORS VALVE NO. NO.

HORN TAG NO.

BEACON TAG NO.

PRESSURE GAUGE SUCTION

BE-5204 BE-5205

XA-5214

XL-5213

HS-5223A HS-5223B

PSH-2312

PI-2316A

WATER INLET

01/13/19

DELUDGE VALVE

PI-2316B

BY/DATE

MAS 01/13/19

REVISION DESCRIPTION ISSUED FOR 90% DESIGN REVIEW

10-02172-0001

THIS REVISION IS NOT TO BE USED FOR CONSTRUCTION UNTIL CERTIFIED AND DATED

SAUDI ARABIAN OIL COMPANY

WATER OUTLET

DRAWING TYPE

PIPING & INSTRUMENTATION DIAGRAM

DISCHARGE

02 NOS. XV-5163

FACP NO.

DATE

B

OTHER

CERTIFIED BY/DATE CONST. AGENCY/DATE OPERATIONS/DATE

JOB ORDER/EWO NO.

BY VENDOR

PRESSURE MANUAL CALL POINT SWITCH TAG NO.

REV.NO.

REVIEW FOR KEY DRAWINGS REQUIRED (SAUDI ARAMCO)

Z51-FACP-0215A Z51-FACP-0215 (AREA G)

NOTE : REFERENCE MAKE : CLA-VAL OR EQUIVALENT

DETAIL "A"

PID

Z12-E2 TRAIN-B CFE EXCHANGER WATER SPRAY SYSTEM FIRE PROTECTION RIYADH PLANT NO.

Z51

SAUDI ARABIA INDEX

A

DRAWING NUMBER

VA-736207

SHT. NO.

002

REV. NO.

B

THIS DRAWING AND THE INFORMATION CONTAINED HEREIN ARE THE SOLE PROPERTY OF SAUDI ARAMCO. NO REPRODUCTION IN FULL, OR IN PART, SHALL BE OBTAINED FROM THIS DRAWING WITHOUT THE WRITTEN CONSENT OF SAUDI ARAMCO.

HS XXXX B

NOTE 12

INPUTS

HS XXXX A

1. WATER SPRAY SYSTEM SHALL BE DESIGN AND INSTALL IN ACCORDANCE WITH NFPA 15, API 2030 AND SAES- B-017. 2. ACTUATION VALVES SHALL BE LOCATED A MINIMUM OF 15 M (50 FT), FROM THE EQUIPMENT BEING PROTECTED OR WITHIN 6 M (20 FT) OF A CATCH BASIN, DRAINAGE CHANNEL, OR SWALE IN ACCORDANCE WITH SAES-B-017. 3. ALL FIRE PROTECTION EQUIPMENTS SHALL BE UL LISTED/FM APPROVED AS PER SAES-U-101. 4. PIPELINE CLASS SHALL BE FBE-LINED CS (SCH40), ILE0U FOR 3" AND LARGER PIPES. GALVANIZED CARBON STEEL, ICG0U (SCH40), SHALL BE USED FOR PIPE 2" AND SMALLER. 5. DELETED. 6. MINIMUM OPERATING PRESSURE OF ANY NOZZLE PROTECTION OUTDOOR HAZARDS SHALL BE 25 PSI AS PER TABLE-1, SAES-B-017. 7. DETECTION SHALL BE ACTIVATED BY EFD (ELECTRONIC FIRE DETECTION SYSTEM) AND SHALL BE INTERFACE WITH FACP. 8. DELETED. 9.THE SYSTEM SHALL BE DESIGN AND INSTALL UNDER THE SUPERVISION OF A REGISTERED PROFESSIONAL ENGINEER. 10.DELETED. 11.AUTO DRAIN VALVES SHALL BE PROVIDED AT LOWEST POINT. THE PIPING SHALL BE SLOPED TO THE LOW POINTS WITH MINIMUM SLOPE OF 1/65 IN ACCORDANCE WITH SAES-B-017. 12.HS-XXXA IS IN THE FIELD AND HS-XXXB IS IN THE OPERATOR SHELTER. REFER TABLE 1 FOR TAG NUMBER. 13. TEST GAUGE CONNECTION LOCATION SHALL BE ACCESSIBLE FROM GRADE AT THE END OF THE MOST REMOTE SPRAY SYSTEM BATCH. 14. VESSEL SHALL BE PROTECTED ONLY AT A HEIGHT OF 40 FT. (12.2 M) ABOVE THE LIQUID AT WHICH LIQUID POOL FIRE COULD FROM PER API 2030.

Saudi Aramco 5994 ENG. (09/03)

339 of 342

RESTRICTED

SMART

CADD-05

NOTES:

TABLE 1 - WATER SPRAY NOZZLE SCHEDULE: NOZZLE DESCRIPTION

HIGH TEMPERATURE SHIFT CONVERTER

HIGH TEMPERATURE SHIFT CONVERTER PRODUCT COOLER

Z14-V-4A/B ZINC OXIDE DESULFURIZERS

O.D. x T/T : 2648 mm x 4725 mm INSULATION THICKNESS : 90 mm

O.D. x T/T : 2088 mm x 5080 mm INSULATION THICKNESS : 90 mm

END CONNECTION SIZE

TYPE

Z14-E-7

MINIMUM ORIFICE DIAMETER

K. FACTOR

SPRAY ANGLE

MINIMUM MAXIMUM RESIDUAL WORKING PRESSURE PRESSURE

MINIMUM FLOW RATE

MATERIAL

MANUFACTURER & MODEL NO. (OR) APPROVED EQUIVALENT

QUANTITY

METHANATOR FEED / EFFLUENT EXCHANGER SHELL O.D. x OAL : 626 mm x 7739 mm INSULATION THICKNESS : 75 mm

SHELL O.D. x OAL : 1622 mm x 6168.3 mm INSULATION THICKNESS : 90 mm

Z14-V-4A

MEDIUM VELOCITY

1/2" NPT

10 MM

4.48

120°

25 PSIG

175 PSIG

22.4 GPM

BRASS FINISH

12

HD FIRE PROTECT MV-A

Z14-V-4B

MEDIUM VELOCITY

1/2" NPT

10 MM

4.48

120°

25 PSIG

175 PSIG

22.4 GPM

BRASS FINISH

12

HD FIRE PROTECT MV-A

Z14-V-5A

MEDIUM VELOCITY

1/2" NPT

10 MM

4.48

120°

25 PSIG

175 PSIG

22.4 GPM

BRASS FINISH

15

HD FIRE PROTECT MV-A

Z14-E-6A

MEDIUM VELOCITY

1/2" NPT

10 MM

4.48

120°

25 PSIG

175 PSIG

22.4 GPM

BRASS FINISH

10

HD FIRE PROTECT MV-A

Z14-E-7

MEDIUM VELOCITY

1/2" NPT

10 MM

4.48

120°

25 PSIG

175 PSIG

22.4 GPM

BRASS FINISH

6

HD FIRE PROTECT MV-A

TABLE-2 HORN TAG NO.

FLAME DELUDGE DETECTORS VALVE NO. NO.

BEACON TAG NO.

MANUAL PRESSURE CALL POINT SWITCH TAG NO.

PRESSURE GAUGE SUCTION

HS XXXA

FACP NO.

XV-5263 NOTE-13

DISCHARGE

04 NOS. XV-5263

BE-5267 BE-5268 BE-5269 BE-5270

XA-5275

HS-5329A HS-5329B

XL-5276

PSH-2312

PI-2317A

Z51-FACP-0221

PI-2317B

(AREA C&D) HS

I

XXXB

FACP

NOTE-7

02 NOS. BE-5279 BE-5280

NOTES: 1- WATER SPRAY NOZZLES ARE PROVIDED WITH LISTED BLOW-OFF PLUGS AND LISTED PROTECTIVE GUARDS. 2- WATER SPRAY NOZZLES SHALL NOT BE PAINTED. 3- WATER SPRAY NOZZLES SHALL BE UL LISTED AND/OR FM APPROVED. 4- WATER SPRAY NOZZLES SHALL BE SELECTED FROM SAUDI ARAMCO APPROVED VENDOR (RVL) AND IN COMPLIANCE WITH NFPA-15. 5- WATER SPRAY NOZZLES SHALL BE INSTALLED IN ACCORDANCE WITH NFPA-15. 6- WATER SPRAY NOZZLES SHALL BE SELECTED TO MEET MINIMUM ORIFICE DIAMETER, 10 MM.

LEGEND PIPING MATERIAL SPECIFICATION SAES-L-005

INSTRUMENT DEFINITION & SYMBOLS SAES-J-004 AC/AFO

PROCESS LINE

AC/AFS

INSTRUMENT AIR LINE

AO/AFC

-AIR TO OPEN/ AIR FAILURE CLOSE

AO/AFS

-AIR TO OPEN/AIR FAILURE STEADY

INSTRUMENT ELECTRICAL LINE

REDUCER SPECTACLE PLATE-OPEN SPECTACLE PLATE-CLOSED

GLOBE VALVE

6"x4"

6" -FW-0280-1LE0U

4"-FW -0281-1LE0U

CHECK VALVE PLUG VALVE

MIN.

1BD0U 1LE0U

(TYP.)

BEACON

HOLD-1

4 NOS.

4 NOS.

2"

1LE0U

1LE0U

033

1CG0U 1LE0U

1LE0U

Z14-V-4B

1LC0U

2" -FW-57261 - 1CG0U

5 NOS.

1530 MM

HIC HS LA LV LCV LG LIC LI LR LS LT LTD ML

BALL TYPE CONTROL VALVE WITH POSITIONER

PDC PDI PDIC

SOLENOID VALVE

PDIS

S

VALVE NORMALLY CLOSED FLAME DETECTOR

STRAINER

DELUGE VALVE

D

BE

2" -FW-57262 - 1CG0U

FLAME DETECTOR

FACP FIRE ALARM CONTROL PANEL

5 NOS.

TSO S.C.

Z14-V-5A

-TIGHT SHUT OFF - SAMPLE CONN.

S

-DRAIN TO PRESSURE SEWER

OWS D V

-OILY WATER SEWER -DRAIN -VENT

PDT PDTD PG PI PIC PR PS PT PX PY PZV RTD SI SS TC TV TCV TE TG THS TI TR TS TT TTD TW

-HAND SWITCH -LEVEL ALARM -LEVEL CONTROL VALVE -LEVEL CONTROL VALVE (SELF-ACTUATED) -LEVEL GAUGE GLASS -LEVEL INDICATOR CONTROLLER -LEVEL INDICATOR -LEVEL RECORDER -LEVEL SWITCH -LEVEL TRANSMITTER -LEVEL TRANSDUCER -MOTOR STATUS LIGHT -MOTOR OPERATED VALVE -ANNUNCIATOR -PUSHBUTTON -PRESSURE CONTROLLER -PRESS. CONTROL VALVE -PRESS. CONTROL VALVE (SELF ACTUATED) -PRESS. DIFF. CONTROLLER -PRESS. DIFF. INDICATOR -PRESSURE DIFFERENTIAL INDICATOR CONTROLLER -PRESSURE DIFFERENTIAL INDICATOR SWITCH -PRESS. DIFF. TRANSMITTER -PRESS. DIFF. TRANSDUCER -PRESSURE GAGE -PRESSURE INDICATOR -PRESS. INDICATOR CONTROLLER -PRESSURE RECORDER -PRESSURE SWITCH -PRESSURE TRANSMITTER -PRESSURE POINT -PRESS. COMPUTATION MOD. -PRESSURE RELIEF VALVE -RESIST. TEMP. DETECTOR -SPEED INDICATOR -SPEED SWITCH -TEMP. CONTROLLER -TEMP. CONTROL VALVE -TEMP. CONTROL VALVE (SELF-ACTUATED) -TEMP. ELEMENT

VE VS VT XL

-VIBRATION ELEMENT -VIBRATION SWITCH -VIBRATION TRANSMITTER -PILOT LIGHT (NOT FOR MOTOR)

XS ZV

-LIMIT SWITCH -SAFETY SHUTDOWN VALVE DATA LOGGER POINT F-FLOW P-PRESS. L-LEVEL T-TEMP. A-ALARM X-MISC. LOCAL PANEL MOUNTED INSTR. BOARD MOUNTED INSTRUMENT R/G STATUS LIGHTS R=RED, G=GREEN PILOT LIGHT (DO NOT USE FOR MOTOR STATUS)

XL

MOTOR STATUS PILOT LIGHT LOCAL MOUNTED INSTRUMENT

ML

MOUNTED BEHIND LOCAL PANEL RACK MOUNTED (OR BACK OF PANEL)

ELECTRICAL SUPPLY REQUIRED INSTRUMENT AIR SUPPLY REQUIRED H

HIGH

LOW L TWO PEN RECORDER

FF

FOUNDATION FIELDBUS INSTRUMENT

DISTRIBUTED CONTROL/SHARED DISPLAY SYMBOLS (DCS) DISTRIBUTED CONTROL SYSTEM, OPERATOR ACCESSIBLE IN CONTROL ROOM (DCS) DISTRIBUTED CONTROL SYSTEM, OPERATOR INACCESSIBLE IN CONTROL ROOM (DCS) DISTRIBUTED CONTROL SYSTEM, OPERATOR INACCESSIBLE IN FIELD

DISTRIBUTED CONTROL INTERCONNECTING LOGIC CONTROLLER WITH BINARY OR SEQUENTIAL FUNCTIONS (PLC) PROGRAMMABLE LOGIC CONTROLLER, NORMALLY INACCESSIBLE OR BEHIND THE PANEL DEVICE OR FUNCTIONS (PLC) PROGRAMMABLE LOGIC CONTROLLER FUNCTION, CAN BE NORMALLY DISPLAYED ON CRT

-THERMOMETER -TEMP. HAND SWITCH -TEMP. INDICATOR -TEMP. RECORDER -TEMP. SWITCH

LOCAL DCS OR AUXILIARY DCS LOCATION NORMALLY ACCESSIBLE TO OPERATOR (PLC) PROGRAMMABLE LOGIC CONTROLLER I/O POINT NORMALLY INACCESSIBLE BY OPERATOR

-TEMP. TRANSMITTER -TEMP. TRANSDUCER -THERMOWELL

CSO -CAR SEALED OPEN

REFERENCE DRAWINGS LETTER IDENTIFICATION OF LINES

AE-036204

PIPING SYMBOLS

AB-036227

BE

EQUIPMENT SYMBOLS

AB-036305

HOLD-1

INSTRUMENT SYMBOLS

AC-036950

FROM MAIN HEADER 6"-FW -0287-1LC0U

1CG0U

1LE0U 1CG0U

Z14-V-4A

1530 MM

VA-010017 SHT.003

CONTROL VALVE

P

-AIR OPERATED VALVE -ANALYZER TRANSMITTER -DENSITY TRANSMITTER -EMER. SHUTDOWN SYSTEM - FLOW CONTROLLER -FLOW CONTROL VALVE -FLOW CONTROL VALVE (SELF-ACTUATED) -FLOW ELEMENT -FLOW SIGHT GLASS -FLOW MANUAL CONT. VALVE -FLOW MANUAL TRANSDUCER -FLOW INDICATOR CONTROLLER -FLOW METER -RESTRICTION ORIFICE -FLOW TOTALIZER INDICATOR -FLOW RECORDER -FLOW TRANSMITTER -FLOW RELAY -HAND INDICATOR CONTROLLER

MOV NA PB PC PV PCV

PISTON OPERATED VALVE

HOLD-1

5 NOS.

1LE0U

AG UG

FIRE WATER

MOTOR OPERATED VALVE

P

1CG0U

2"-FW -57258 -1CG0U

1-1/2"

M

SPRAY NOZZLE

4 NOS.

3.7 M (MAX)

1LE0U 1BD0U

VACUUMRELIEF VALVE

1LE0U 1CG0U

1LE0U 1CG0U

1LE0U 1CG0U 3.7 M (MAX)

6"-FW-0279-1LE0U

CSO 6"

2" -FW -57260 -1CG0U

1LE0U

PRESS.RELIEF VALVE

1LE0U

1CG0U

4 NOS.

D

BE

1CG0U 1LE0U

3.7 M (MAX)

3.7 M (MAX)

SP

2"-FW -57257 -1CG0U

6"

4 NOS.

1LE0U 1CG0U

1CG0U CSO

2" -FW -57259 -1CG0U

2"

1980 MM

D

1LE0U

XL

2"- FW-57283 -1CG0U

1CG0U 1LE0U

4 NOS.

1CG0U

1CG0U

DETAIL-A

BE

3.7 M (MAX)

XV 5263

HORN

3.7 M (MAX)

D

036

1LE0U 1CG0U

D

3.7 M (MAX)

HOLD-1

3"-FW -0283- 1LE0U

BE

2"

SP

3"- FW-0282-1LE0U

REDUCING S.W. FLANGE 2" x 3/4"

2"

DOUBLE DISC GATE VALVE ANGLE VALVE

2"-FW -0286-1CG0U

3"

1LE0U 1CG0U

2"-FW -57282-1CG0U

NIPPLE 3/4" SWF NPPT 3/4"

6"

1LE0U 1CG0U 2"-FW -57281-1CG0U

1BD0U 3/4" 1LE0U 3"

2315

3"-FW -0284-1LE0U

PSH

4"-FW -0289-1LE0U

3"-FW -0285-1LE0U

6"-FW -0288-1LE0U

BALL VALVE

MIN.

AOV AT DT ESD FC FV FCV FE FG FHV FHTD FIC FM FO FQI FR FT FY

GATE VALVE

MIN.

-AIR TO CLOSE/ AIR FAILURE OPEN -AIR TO CLOSE/AIR FAILURE STEADY

PIPING LAYOUT INDEX PLOT PLAN PROCESS FLOW DIAGRAM

DETAIL "A"

HYDROSTATIC TEST DIAGRAM DRAWING CONTROL FOR J.O.

MECHANICAL EQUIPMENT LIST

HS

HS

XA

XL

XXXA

XXXB

XXX

XXX

IC

2" -FW -57263 -1CG0U

BE

BE

FACP XY

1LE0U

S

HYTROL PILOT VALVE

PI XXXA

PRESSURE REDUCING CONTROL VALVE PI

PSH

XXXB

XXXC

DESIGN CERTIFICATION (DESIGN AGENCY)

CSC

1LE0U

1"

1CG0U

3/4" D

Z14-E-7

NOTES: 14. TEST GAUGE CONNECTION LOCATION SHALL BE ACCESSIBLE FROM GRADE AT THE END OF THE MOST REMOTE SPRAY SYSTEM BATCH. 15. VESSEL SHALL BE PROTECTED ONLY AT A HEIGHT OF 40 FT. (12.2 M) ABOVE THE LIQUID AT WHICH LIQUID POOL FIRE COULD FROM PER API 2030. 16. ACTUATION VALVES, STRAINERS,MAINTENANCE ISOLATION VALVES SHALL BE UL LISTED AND /OR FM APPROVED FOR WATER SPRAY SYSTEM. HOLDS:

NOTE : REFERENCE MAKE : CLA-VAL OR EQUIVALENT

1. FLAME DETECTOR QUANTITIES ARE ON HOLD.

REV.NO.

DATE

B

01/13/19

REVIEW FOR KEY DRAWINGS REQUIRED (SAUDI ARAMCO)

OTHER BY/DATE

CERTIFIED BY/DATE CONST. AGENCY/DATE OPERATIONS/DATE

KAM 01/13/19

2" -FW-57265 - 1CG0U

WATER OUTLET

THIS REVISION NO. B IS COVERED, FOR ALL APPROVAL AND CERTIFICATION REQUIREMENTS, PER SAEP-334, UNDER DRAWING COMPLETION CERTIFICATE NO:

2" -FW -57264 -1CG0U

BY VENDOR WATER INLET

REVISION VALIDATION

ENGG./DATE

Z14-E-6A

VD-735989.001

3"

TEST GAUGE CONNECTION

DELUDGE VALVE

HOLD-1

2" -FW -0286- 1CG0U

1CG0U 1LE0U 1CG0U

RESTRICTION ASSEMBLY

VD-735105

INSTRUMENT INSTALLATION SCHEDULES

OPERATING SHELTER

XXXX

10-02172

MAS 01/13/19

REVISION DESCRIPTION ISSUED FOR 90% DESIGN REVIEW

JOB ORDER/EWO NO.

10-02172-0001

THIS REVISION IS NOT TO BE USED FOR CONSTRUCTION UNTIL CERTIFIED AND DATED

SAUDI ARABIAN OIL COMPANY DRAWING TYPE

PIPING & INSTRUMENTATION DIAGRAM

PID

Z14-V4 A/B, V5A, E6A, E-7 WATER SPRAY SYSTEM FIRE PROTECTION RIYADH PLANT NO.

Z51

SAUDI ARABIA INDEX

A

DRAWING NUMBER

VA-736208

SHT. NO.

REV. NO.

001

B

THIS DRAWING AND THE INFORMATION CONTAINED HEREIN ARE THE SOLE PROPERTY OF SAUDI ARAMCO. NO REPRODUCTION IN FULL, OR IN PART, SHALL BE OBTAINED FROM THIS DRAWING WITHOUT THE WRITTEN CONSENT OF SAUDI ARAMCO.

Z14-V-5A

Z14-E-6A

EQUIPMENT PROTECTED

INPUTS

DELUDGE VALVE TAG NO.

1. WATER SPRAY SYSTEM SHALL BE DESIGN AND INSTALL IN ACCORDANCE WITH NFPA 15, API 2030 AND SAES- B-017. 2. ACTUATION VALVES SHALL BE LOCATED A MINIMUM OF 15 M (50 FT), FROM THE EQUIPMENT BEING PROTECTED OR WITHIN 6M (20 FT) OF A CATCH BASIN, DRAINAGE CHANNEL, OR SWALE IN ACCORDANCE WITH SAES-B-017. 3. ALL FIRE PROTECTION EQUIPMENT SHALL BE UL LISTED/FM APPROVED AS PER SAES-U-101. 4. PIPELINE CLASS SHALL BE FBE-LINED CS (SCH40), ILE0U FOR 3" AND LARGER PIPES. GALVANIZED CARBON STEEL, ICG0U (SCH40), SHALL BE USED FOR PIPE 2" AND SMALLER. 5. DELETED. 6. MINIMUM OPERATING PRESSURE OF ANY NOZZLE PROTECTION OUTDOOR HAZARDS SHALL BE 25 PSI AS PER TABLE-1, SAES-B-017. 7. DETECTION SHALL BE ACTIVATED BY EFD (ELECTRONIC FIRE DETECTION SYSTEM) AND SHALL BE INTERFACE WITH FACP. 8. FIREWATER DENSITY OF 0.17 L/M²S (0.25 GPM/FT²) OF THE PROTECTED AREA SHALL BE USED IN CALCULATING FIRE WATER DEMAND. 9.THE SYSTEM SHALL BE DESIGN AND INSTALL UNDER THE SUPERVISION OF A REGISTERED PROFESSIONAL ENGINEER. 10.WATER SPRAY SYSTEMS SHALL BE HYDRAULICALLY BALANCED TO MAINTAIN A WATER DISTRIBUTION RATE WITHIN 15% OF DESIGN DENSITY. 11.FOR VERTICAL VESSELS, THE MAXIMUM SPACING SHALL BE 3.7 M (12 FT) BETWEEN SPRAY RINGS. THE LOWEST SPRAY RING SHALL NOT BE MORE THAN 3.7 M (12 FT) ABOVE NORMAL LIQUID LEVEL. 12.AUTO DRAIN VALVES SHALL BE PROVIDED AT LOWEST POINT. THE PIPING SHALL BE SLOPED TO THE LOW POINTS WITH MINIMUM SLOPE OF 1/65 IN ACCORDANCE WITH SAES-B-017. 13.HS-XXXA IS IN THE FIELD AND HS-XXXB IS IN THE OPERATOR SHELTER. REFER TABLE 1 FOR TAG NUMBER.

Saudi Aramco 5994 ENG. (09/03)

340 of 342

RESTRICTED

SMART

CADD-05

Z14-E-15

Z14-E-6B

METHANATOR FEED / HTS EFFLUENT EXCHANGER

HIGH TEMPERATURE SHIFT CONVERTER PRODUCT COOLER

Z14-V-5B

Z14-V-5B

ZINC OXIDE DESULFURIZERS

HIGH TEMPERATURE SHIFT CONVERTER

METHANATOR

O.D. x T/T : 2088 mm x 5080 mm INSULATION THICKNESS : 90 mm

SHELL O.D. x OAL : 856 mm x 5305 mm INSULATION THICKNESS : 75 mm

SHELL O.D. x OAL : 1622 mm x 6168.5 mm INSULATION THICKNESS : 90 mm

Z14-V-4 C/D

HS XXXA

HS

O.D. x T/T : 2648 mm x 4725 mm INSULATION THICKNESS : 90 mm

HOLD: 1. FLAME DETECTORS QUANTITIES ARE "ON HOLD".

O.D. x T/T : 2728 mm x 4115 mm INSULATION THICKNESS : 90 mm

NOTE-13

FACP

I

XXXB

NOTE-7

HORN

BEACON

MIN.

XV 5264

SP 036 4 NOS.

1CG0U 1LE0U D

8"

SP

2" -FW -57268 -1CG0U

3.7 M (MAX)

3.7 M (MAX)

"DETAIL-A" CSO

2" -FW -57269 -1CG0U

1CG0U 1LE0U

3"- FW-0272-1LE0U

3"- FW-0277-1LE0U

DOUBLE DISC GATE VALVE ANGLE VALVE

PRESS.RELIEF VALVE

VACUUMRELIEF VALVE

5 NOS. 1LE0U

1CG0U

1CG0U

3.7 M (MAX)

2" -FW -57273 -1CG0U

MOTOR OPERATED VALVE

CONTROL VALVE

P

1CG0U

5 NOS.

3.7 M (MAX)

1CG0U

1CG0U

1CG0U

1LE0U

3"

TSO S.C.

1CG0U

DELUDGE VALVE TAG NO.

Z14-E-6B

EQUIPMENT PROTECTED TYPE

Z14-V-4C

2"-FW -57278 -1CG0U

Z14-V-4D

MEDIUM VELOCITY

MEDIUM VELOCITY

FLAME DETECTOR FIRE ALARM CONTROL PANEL

END CONNECTION SIZE

1/2" NPT

1/2" NPT

-TIGHT SHUT OFF - SAMPLE CONN.

TABLE-1 :WATER SPRAY NOZZLE SCHEDULE:

S

-DRAIN TO PRESSURE SEWER -OILY WATER SEWER

NOZZLE DESCRIPTION

OWS D V

MINIMUM ORIFICE DIAMETER

10 MM

10 MM

K. FACTOR

4.48

4.48

SPRAY ANGLE

120°

120°

MINIMUM RESIDUAL PRESSURE

25 PSIG

25 PSIG

MAXIMUM WORKING PRESSURE

175 PSIG

175 PSIG

MINIMUM FLOW RATE

22.4 GPM

22.4 GPM

MATERIAL

QUANTITY

BRASS FINISH

BRASS FINISH

2" -FW -57279 -1CG0U

MANUFACTURER & MODEL NO. (OR) APPROVED EQUIVALENT

TE TG THS TI TR TS TT TTD TW

INDICATOR SWITCH -PRESS. DIFF. TRANSMITTER -PRESS. DIFF. TRANSDUCER -PRESSURE GAGE -PRESSURE INDICATOR -PRESS. INDICATOR CONTROLLER -PRESSURE RECORDER -PRESSURE SWITCH -PRESSURE TRANSMITTER -PRESSURE POINT -PRESS. COMPUTATION MOD. -PRESSURE RELIEF VALVE -RESIST. TEMP. DETECTOR -SPEED INDICATOR -SPEED SWITCH -TEMP. CONTROLLER -TEMP. CONTROL VALVE -TEMP. CONTROL VALVE (SELF-ACTUATED) -TEMP. ELEMENT

-VIBRATION ELEMENT -VIBRATION SWITCH -VIBRATION TRANSMITTER -PILOT LIGHT (NOT FOR MOTOR)

XS ZV

-LIMIT SWITCH -SAFETY SHUTDOWN VALVE DATA LOGGER POINT F-FLOW P-PRESS. L-LEVEL T-TEMP. A-ALARM X-MISC. LOCAL PANEL MOUNTED INSTR. BOARD MOUNTED INSTRUMENT R/G STATUS LIGHTS R=RED, G=GREEN PILOT LIGHT (DO NOT USE FOR MOTOR STATUS)

XL

MOTOR STATUS PILOT LIGHT LOCAL MOUNTED INSTRUMENT

ML

MOUNTED BEHIND LOCAL PANEL RACK MOUNTED (OR BACK OF PANEL)

ELECTRICAL SUPPLY REQUIRED INSTRUMENT AIR SUPPLY REQUIRED H

HIGH

LOW L TWO PEN RECORDER

FF

FOUNDATION FIELDBUS INSTRUMENT

DISTRIBUTED CONTROL/SHARED DISPLAY SYMBOLS (DCS) DISTRIBUTED CONTROL SYSTEM, OPERATOR ACCESSIBLE IN CONTROL ROOM (DCS) DISTRIBUTED CONTROL SYSTEM, OPERATOR INACCESSIBLE IN CONTROL ROOM (DCS) DISTRIBUTED CONTROL SYSTEM, OPERATOR INACCESSIBLE IN FIELD

DISTRIBUTED CONTROL INTERCONNECTING LOGIC CONTROLLER WITH BINARY OR SEQUENTIAL FUNCTIONS (PLC) PROGRAMMABLE LOGIC CONTROLLER, NORMALLY INACCESSIBLE OR BEHIND THE PANEL DEVICE OR FUNCTIONS (PLC) PROGRAMMABLE LOGIC CONTROLLER FUNCTION, CAN BE NORMALLY DISPLAYED ON CRT

-THERMOMETER -TEMP. HAND SWITCH -TEMP. INDICATOR -TEMP. RECORDER -TEMP. SWITCH

LOCAL DCS OR AUXILIARY DCS LOCATION NORMALLY ACCESSIBLE TO OPERATOR (PLC) PROGRAMMABLE LOGIC CONTROLLER I/O POINT NORMALLY INACCESSIBLE BY OPERATOR

-TEMP. TRANSMITTER -TEMP. TRANSDUCER -THERMOWELL

-CAR SEALED OPEN

LETTER IDENTIFICATION OF LINES

AE-036204

1CG0U

PIPING SYMBOLS

AB-036227

1LE0U

EQUIPMENT SYMBOLS

AB-036305

INSTRUMENT SYMBOLS

AC-036950

3"

Z14-E-15

HD FIRE PROTECT MV-A

12

-DRAIN -VENT

PDT PDTD PG PI PIC PR PS PT PX PY PZV RTD SI SS TC TV TCV

-HAND SWITCH -LEVEL ALARM -LEVEL CONTROL VALVE -LEVEL CONTROL VALVE (SELF-ACTUATED) -LEVEL GAUGE GLASS -LEVEL INDICATOR CONTROLLER -LEVEL INDICATOR -LEVEL RECORDER -LEVEL SWITCH -LEVEL TRANSMITTER -LEVEL TRANSDUCER -MOTOR STATUS LIGHT -MOTOR OPERATED VALVE -ANNUNCIATOR -PUSHBUTTON -PRESSURE CONTROLLER -PRESS. CONTROL VALVE -PRESS. CONTROL VALVE (SELF ACTUATED) -PRESS. DIFF. CONTROLLER -PRESS. DIFF. INDICATOR -PRESSURE DIFFERENTIAL INDICATOR CONTROLLER -PRESSURE DIFFERENTIAL

VE VS VT XL

REFERENCE DRAWINGS

HD FIRE PROTECT MV-A

12

2"

CSO

1LE0U 1CG0U

PIPING LAYOUT INDEX PLOT PLAN PROCESS FLOW DIAGRAM HYDROSTATIC TEST DIAGRAM DRAWING CONTROL FOR J.O.

10-02172

VD-755105

INSTRUMENT INSTALLATION SCHEDULES

OPERATING SHELTER

DETAIL "A"

DELUGE VALVE

BE FACP

HOLD-1

1LE0U

PDIS

SPRAY NOZZLE

BE

2" -FW -57277 -1CG0U

SOLENOID VALVE

STRAINER

D

1CG0U 1LE0U

PDC PDI PDIC

FLAME DETECTOR

2"- FW-57276 -1CG0U

8" -FW -0267-1LC0U

LG LIC LI LR LS LT LTD ML

BALL TYPE CONTROL VALVE WITH POSITIONER

VALVE NORMALLY CLOSED

1680 MM

REDUCING S.W. FLANGE 2" x 3/4"

Z14-V-7

HIC HS LA LV LCV

S

1LE0U

1530 MM

1BD0U 1LE0U

5 NOS.

-AIR OPERATED VALVE -ANALYZER TRANSMITTER -DENSITY TRANSMITTER -EMER. SHUTDOWN SYSTEM - FLOW CONTROLLER -FLOW CONTROL VALVE -FLOW CONTROL VALVE (SELF-ACTUATED) -FLOW ELEMENT -FLOW SIGHT GLASS -FLOW MANUAL CONT. VALVE -FLOW MANUAL TRANSDUCER -FLOW INDICATOR CONTROLLER -FLOW METER -RESTRICTION ORIFICE -FLOW TOTALIZER INDICATOR -FLOW RECORDER -FLOW TRANSMITTER -FLOW RELAY -HAND INDICATOR CONTROLLER

MOV NA PB PC PV PCV

PISTON OPERATED VALVE

2"-FW -57275 -1CG0U

AOV AT DT ESD FC FV FCV FE FG FHV FHTD FIC FM FO FQI FR FT FY

BALL VALVE

2"-FW -57274 -1CG0U

1980 MM

Z14-V-4D

-AIR TO OPEN/AIR FAILURE STEADY

PLUG VALVE

P

3.7 M (MAX)

HOLD-1

AO/AFS

CHECK VALVE

HOLD-1

1LE0U

Z14-V-5B

-AIR TO OPEN/ AIR FAILURE CLOSE

GLOBE VALVE

BE

M

Z14-V-4C

AO/AFC

GATE VALVE

5 NOS.

1530 MM

BE

3.7 M (MAX)

PSH 2311

INSTRUMENT AIR LINE

SPECTACLE PLATE-CLOSED

1LE0U 1-1/2"

AC/AFS

SPECTACLE PLATE-OPEN

1CG0U 1LE0U

1CG0U

1CG0U

3.7 M (MAX)

8"-FW -0268- 1LE0U

HOLD-1

1CG0U

NIPPLE1LE0U 3/4" 3/4" SWF NPPT 1LC0U

FROM MAIN HEADER

5 NOS.

-AIR TO CLOSE/ AIR FAILURE OPEN -AIR TO CLOSE/AIR FAILURE STEADY

PROCESS LINE

REDUCER

1CG0U

1LE0U

8" 1LE0U 1BD0U

1CG0U 1LE0U

2"-FW -57272 -1CG0U

2"- FW-57271 -1LE0U

1LE0U

1CG0U

BE

1CG0U

4 NOS.

CSO

VA-010017 SHT.003

1LE0U 1CG0U

4 NOS.

1LE0U

UG

4 NOS.

2" -FW- 57287 -1CG0U

1LE0U

1CG0U

HOLD-1

2"- FW-57270 -1CG0U

5 NOS.

1LE0U

BE

1LE0U

031

FIRE WATER

1LE0U

1LE0U 1CG0U

2" -FW-57286 - 1CG0U

1CG0U

4 NOS.

1CG0U 1LE0U

4 NOS.

D

INSTRUMENT DEFINITION & SYMBOLS SAES-J-004 AC/AFO

INSTRUMENT ELECTRICAL LINE

3.7 M (MAX)

HOLD-1

(TYP.)

2"

3"-FW- 0276-1LE0U

BE

REDUCING S.W. FLANGE 2" x 3/4"

3"

1LE0U 1CG0U

3.7 M (MAX)

3"-FW -0273-1LE0U

NIPPLE 3/4" 3/4" SWF NPPT

6"

1LE0U 1CG0U 2"-FW-57284- 1CG0U

1BD0U 3/4" V 1LE0U 3"

3"- FW-0275-1LE0U

2316

2"-FW -57285-1CG0U

PSH

AG

MIN.

6"-FW -0270-1LE0U

1BD0U 1LE0U

4"- FW-0290-1LE0U

D

3.7 M (MAX)

2"

6"x4"

6" -FW -0271- 1LE0U

3"-FW -0274-1LE0U

8"x6"

8" -FW -0269- 1LE0U

PIPING MATERIAL SPECIFICATION SAES-L-005

MIN.

MECHANICAL EQUIPMENT LIST

HS

HS

XA

XL

XXXA

XXXB

XXX

XXX

XV-5264

Z14-V-5B

MEDIUM VELOCITY

1/2" NPT

10 MM

4.48

120°

25 PSIG

175 PSIG

22.4 GPM

BRASS FINISH

15

VD-735989.001

HD FIRE PROTECT MV-A 2"-FW -57280 -1CG0U

Z14-V-7

MEDIUM VELOCITY

1/2" NPT

10 MM

4.48

120°

25 PSIG

175 PSIG

22.4 GPM

IC FACP XY XXXX

RESTRICTION ASSEMBLY

1/2" NPT

10 MM

4.48

120°

25 PSIG

175 PSIG

Z14-E-15

MEDIUM VELOCITY

1/2" NPT

10 MM

4.48

120°

25 PSIG

175 PSIG

HD FIRE PROTECT MV-A

15

22.4 GPM

BRASS FINISH

10

HD FIRE PROTECT MV-A

22.4 GPM

BRASS FINISH

8

HD FIRE PROTECT MV-A

S

HYTROL PILOT VALVE

PI XXXA

PRESSURE REDUCING CONTROL VALVE PI

PSH

XXXB

XXXC

BY VENDOR WATER INLET

Z14-E-6B

MEDIUM VELOCITY

BRASS FINISH

DELUDGE VALVE

WATER OUTLET NOTE : RECOMMENDED MAKE : CLA-VAL OR EQUIVALENT

1- WATER SPRAY NOZZLES ARE PROVIDED WITH LISTED BLOW-OFF PLUGS AND LISTED PROTECTIVE GUARDS. 2- WATER SPRAY NOZZLES SHALL NOT BE PAINTED. 3- WATER SPRAY NOZZLES SHALL BE UL LISTED AND/OR FM APPROVED. 4- WATER SPRAY NOZZLES SHALL BE SELECTED FROM SAUDI ARAMCO APPROVED VENDOR (RVL) AND IN COMPLIANCE WITH NFPA-15. 5- WATER SPRAY NOZZLES SHALL BE INSTALLED IN ACCORDANCE WITH NFPA-15. 6- WATER SPRAY NOZZLES SHALL BE SELECTED TO MEET MINIMUM ORIFICE DIAMETER, 10 MM.

FLAME DELUDGE DETECTORS VALVE NO. NO.

HORN TAG NO.

BEACON TAG NO.

1"

TEST GAUGE CONNECTION

REVISION VALIDATION THIS REVISION NO. B IS COVERED, FOR ALL APPROVAL AND CERTIFICATION REQUIREMENTS, PER SAEP-334, UNDER DRAWING COMPLETION CERTIFICATE NO:

DESIGN CERTIFICATION (DESIGN AGENCY) ENGG./DATE

MANUAL PRESSURE CALL POINT SWITCH TAG NO.

PRESSURE GAUGE SUCTION

FACP NO.

REV.NO.

DATE

B

01/13/19

BE-5271 BE-5272 BE-5273 BE-5274

BY/DATE

REVISION DESCRIPTION ISSUED FOR 90% DESIGN REVIEW

10-02172-0001

THIS REVISION IS NOT TO BE USED FOR CONSTRUCTION UNTIL CERTIFIED AND DATED

SAUDI ARABIAN OIL COMPANY

04 NOS. XV-5264

OTHER

MAS 01/13/19

JOB ORDER/EWO NO.

DISCHARGE

REVIEW FOR KEY DRAWINGS REQUIRED (SAUDI ARAMCO)

CERTIFIED BY/DATE CONST. AGENCY/DATE OPERATIONS/DATE

KAM 01/13/19

TABLE-2

NOTES:

CSC

XA-5277

XL-5278

HS-5330A HS-5330B

PSH-2312

PI-2138A

PI-2138B

Z51-FACP-0220 (AREA C&D)

DRAWING TYPE

PIPING & INSTRUMENTATION DIAGRAM

PID

Z14-V4 C/D, V5B, E6B, E-15 WATER SPRAY SYSTEM FIRE PROTECTION RIYADH

02 NOS. BE-5281 BE-5282

PLANT NO.

Z51

SAUDI ARABIA INDEX

A

DRAWING NUMBER

VA-736208

SHT. NO.

REV. NO.

002

B

THIS DRAWING AND THE INFORMATION CONTAINED HEREIN ARE THE SOLE PROPERTY OF SAUDI ARAMCO. NO REPRODUCTION IN FULL, OR IN PART, SHALL BE OBTAINED FROM THIS DRAWING WITHOUT THE WRITTEN CONSENT OF SAUDI ARAMCO.

16. ACTUATION VALVES, STRAINERS,MAINTENANCE ISOLATION VALVES SHALL BE UL LISTED AND /OR FM APPROVED FOR WATER SPRAY SYSTEM.

NOTES: 1. WATER SPRAY SYSTEM SHALL BE DESIGN AND INSTALL IN ACCORDANCE WITH NFPA 15, API 2030 AND SAES- B-017. 2. ACTUATION VALVES SHALL BE LOCATED A MINIMUM OF 15 M (50 FT), FROM THE EQUIPMENT BEING PROTECTED OR WITHIN 6 M (20 FT) OF A CATCH BASIN, DRAINAGE CHANNEL, OR SWALE IN ACCORDANCE WITH SAES-B-017. 3. ALL FIRE PROTECTION EQUIPMENT SHALL BE UL LISTED/FM APPROVED AS PER SAES-U-101. 4. PIPELINE CLASS SHALL BE FBE-LINED CS (SCH40), ILE0U FOR 3" AND LARGER PIPES. GALVANIZED CARBON STEEL, ICG0U (SCH40), SHALL BE USED FOR PIPE 2" AND SMALLER. 5. DELETED. 6. MINIMUM OPERATING PRESSURE OF ANY NOZZLE PROTECTION OUTDOOR HAZARDS SHALL BE 25 PSI AS PER TABLE-1, SAES-B-017. 7. DETECTION SHALL BE ACTIVATED BY EFD (ELECTRONIC FIRE DETECTION SYSTEM) AND SHALL BE INTERFACE WITH FACP. 8. DELETED. 9.THE SYSTEM SHALL BE DESIGN AND INSTALL UNDER THE SUPERVISION OF A REGISTERED PROFESSIONAL ENGINEER. 10.DELETED. 11.FOR VERTICAL VESSELS, THE MAXIMUM SPACING SHALL BE 3.7 M (12 FT) BETWEEN SPRAY RINGS. THE LOWEST SPRAY RING SHALL NOT BE MORE THAN 3.7 M (12 FT) ABOVE NORMAL LIQUID LEVEL. 12. DRAIN SHALL BE PROVIDED AT LOWEST POINT. THE PIPING SHALL BE SLOPED TO THE LOW POINTS WITH MINIMUM SLOPE OF 1/65 IN ACCORDANCE WITH SAES-B-017. 13. HS-XXXA IS IN THE FIELD AND HS-XXXB IS IN THE OPERATOR SHELTER. REFER TABLE 1 FOR TAG NUMBER. 14. TEST GAUGE CONNECTION LOCATION SHALL BE ACCESSIBLE FROM GRADE AT THE END OF THE MOST REMOTE SPRAY SYSTEM BATCH. 15. VESSEL SHALL BE PROTECTED ONLY AT A HEIGHT OF 40 FT. (12.2 M) ABOVE THE LIQUID AT WHICH LIQUID POOL FIRE COULD FROM PER API 2030. LEGEND

INPUTS

NOTES:

Saudi Aramco 5994 ENG. (09/03)

341 of 342

RESTRICTED

SMART

CADD-05

NOTES: 1. 2-1/2" FIRE DEPARTMENT CONNECTION SHALL BE PROVIDED AT EACH LEVEL WHERE A MAN-WAY IS LOCATED AND ON OTHER STATEGIC WALKWAY LEVELS.

TO ATM

2. AN AUTOMATIC AIR VENT VALVE TO RELIEVE AIR PRESSURE DURING FILLING AND DRAINING OF THE RISER SHALL BE INSTALLED AT THE TOP OF THE RISER.

TO ATM

SP

SP

034

034

3. A DRAIN VALVE SHALL BE PROVIDED AT THE BOTTOM. LEGEND SP

SP 2"x1" RED. FLG. 4"x2"

SIAMESE CONNECTION (FOR DRY RISER, 4"x 2 1/2" x 2 1/2")

035

2"x1"

035

RED. FLG. 4"x2"

HOSE CONNECTION (FOR DRY RISER, 3" x 2 1/2")

3"

3"

AUTOMATIC COMBINATION AIR VENT VALVE (FOR DRY RISER, 1")

Z14-V-4A

SP 035

Z14-V-4B

3"

Z14-V-4C

Z14-V-4A EL. 5500

Z14-V-4B

SP 035 LEGEND

Z14-V-4D

3"

Z14-V-4C EL. 5500

EL. 5500

PIPING MATERIAL SPECIFICATION SAES-L-005

INSTRUMENT DEFINITION & SYMBOLS SAES-J-004 AC/AFO

PROCESS LINE

AC/AFS

INSTRUMENT AIR LINE

AO/AFC

-AIR TO OPEN/ AIR FAILURE CLOSE

AO/AFS

-AIR TO OPEN/AIR FAILURE STEADY

INSTRUMENT ELECTRICAL LINE

Z14-V-4D EL. 5500

REDUCER SPECTACLE PLATE-OPEN SPECTACLE PLATE-CLOSED

GLOBE VALVE CHECK VALVE PLUG VALVE BALL VALVE DOUBLE DISC GATE VALVE ANGLE VALVE

PRESS.RELIEF VALVE

4" -FW -57302 -1CG0U

4"

SIAMESE CONN. 4" X 2 1/2" X 2 1/2"

VACUUMRELIEF VALVE

4"

SIAMESE CONN. 4" X 2 1/2" X 2 1/2"

M

2" D

2"

MOTOR OPERATED VALVE

D P

032

032

CONTROL VALVE

P

-AIR OPERATED VALVE -ANALYZER TRANSMITTER -DENSITY TRANSMITTER -EMER. SHUTDOWN SYSTEM - FLOW CONTROLLER -FLOW CONTROL VALVE -FLOW CONTROL VALVE (SELF-ACTUATED) -FLOW ELEMENT -FLOW SIGHT GLASS -FLOW MANUAL CONT. VALVE -FLOW MANUAL TRANSDUCER -FLOW INDICATOR CONTROLLER -FLOW METER -RESTRICTION ORIFICE -FLOW TOTALIZER INDICATOR -FLOW RECORDER -FLOW TRANSMITTER -FLOW RELAY -HAND INDICATOR CONTROLLER

HIC HS LA LV LCV LG LIC LI LR LS LT LTD ML MOV NA PB PC PV PCV

PISTON OPERATED VALVE

SP

SP

AOV AT DT ESD FC FV FCV FE FG FHV FHTD FIC FM FO FQI FR FT FY

GATE VALVE

4" -FW -57300 -1CG0U

BALL TYPE CONTROL VALVE WITH POSITIONER

PDC PDI PDIC

SOLENOID VALVE

PDIS

S

TO ATM

TO ATM

SP

TO ATM

SP

034

SP

034

2"x1"

2"x1"

SP

RED. FLG. 4"x2"

3"

2"x1"

SP

RED. FLG. 4"x2"

035

PDT PDTD PG PI PIC PR PS PT PX PY PZV RTD SI SS TC TV TCV

VALVE NORMALLY CLOSED

034

SP

RED. FLG. 4"x2"

035

035

3"

Z14-V-5A

Z14-V-5B

EL. 7900

EL. 7900

TSO S.C.

3"

Z14-V-7 EL. 6900

-AIR TO CLOSE/ AIR FAILURE OPEN -AIR TO CLOSE/AIR FAILURE STEADY

TE TG THS TI TR TS TT TTD TW

-TIGHT SHUT OFF - SAMPLE CONN.

S

-DRAIN TO PRESSURE SEWER

OWS D V

-OILY WATER SEWER -DRAIN -VENT

VE VS VT XL

-VIBRATION ELEMENT -VIBRATION SWITCH -VIBRATION TRANSMITTER -PILOT LIGHT (NOT FOR MOTOR)

XS ZV

-LIMIT SWITCH -SAFETY SHUTDOWN VALVE

-HAND SWITCH -LEVEL ALARM -LEVEL CONTROL VALVE -LEVEL CONTROL VALVE (SELF-ACTUATED) -LEVEL GAUGE GLASS -LEVEL INDICATOR CONTROLLER -LEVEL INDICATOR -LEVEL RECORDER -LEVEL SWITCH -LEVEL TRANSMITTER -LEVEL TRANSDUCER -MOTOR STATUS LIGHT -MOTOR OPERATED VALVE -ANNUNCIATOR -PUSHBUTTON -PRESSURE CONTROLLER -PRESS. CONTROL VALVE -PRESS. CONTROL VALVE (SELF ACTUATED) -PRESS. DIFF. CONTROLLER -PRESS. DIFF. INDICATOR -PRESSURE DIFFERENTIAL INDICATOR CONTROLLER -PRESSURE DIFFERENTIAL INDICATOR SWITCH -PRESS. DIFF. TRANSMITTER -PRESS. DIFF. TRANSDUCER -PRESSURE GAGE -PRESSURE INDICATOR -PRESS. INDICATOR CONTROLLER -PRESSURE RECORDER -PRESSURE SWITCH -PRESSURE TRANSMITTER -PRESSURE POINT -PRESS. COMPUTATION MOD. -PRESSURE RELIEF VALVE -RESIST. TEMP. DETECTOR -SPEED INDICATOR -SPEED SWITCH -TEMP. CONTROLLER -TEMP. CONTROL VALVE -TEMP. CONTROL VALVE (SELF-ACTUATED) -TEMP. ELEMENT

DATA LOGGER POINT F-FLOW P-PRESS. L-LEVEL T-TEMP. A-ALARM X-MISC. LOCAL PANEL MOUNTED INSTR. BOARD MOUNTED INSTRUMENT R/G STATUS LIGHTS R=RED, G=GREEN PILOT LIGHT (DO NOT USE FOR MOTOR STATUS)

XL

MOTOR STATUS PILOT LIGHT LOCAL MOUNTED INSTRUMENT

ML

MOUNTED BEHIND LOCAL PANEL RACK MOUNTED (OR BACK OF PANEL)

ELECTRICAL SUPPLY REQUIRED INSTRUMENT AIR SUPPLY REQUIRED H

HIGH

LOW L TWO PEN RECORDER

FF

FOUNDATION FIELDBUS INSTRUMENT

DISTRIBUTED CONTROL/SHARED DISPLAY SYMBOLS (DCS) DISTRIBUTED CONTROL SYSTEM, OPERATOR ACCESSIBLE IN CONTROL ROOM (DCS) DISTRIBUTED CONTROL SYSTEM, OPERATOR INACCESSIBLE IN CONTROL ROOM (DCS) DISTRIBUTED CONTROL SYSTEM, OPERATOR INACCESSIBLE IN FIELD

DISTRIBUTED CONTROL INTERCONNECTING LOGIC CONTROLLER WITH BINARY OR SEQUENTIAL FUNCTIONS (PLC) PROGRAMMABLE LOGIC CONTROLLER, NORMALLY INACCESSIBLE OR BEHIND THE PANEL DEVICE OR FUNCTIONS (PLC) PROGRAMMABLE LOGIC CONTROLLER FUNCTION, CAN BE NORMALLY DISPLAYED ON CRT

-THERMOMETER -TEMP. HAND SWITCH -TEMP. INDICATOR -TEMP. RECORDER -TEMP. SWITCH

LOCAL DCS OR AUXILIARY DCS LOCATION NORMALLY ACCESSIBLE TO OPERATOR (PLC) PROGRAMMABLE LOGIC CONTROLLER I/O POINT NORMALLY INACCESSIBLE BY OPERATOR

-TEMP. TRANSMITTER -TEMP. TRANSDUCER -THERMOWELL

Z14-V-5B

4"-FW-57303 -1CG0U

Z14-V-5A

4"-FW- 57288-1CG0U

4"-FW- 57301-1CG0U

REFERENCE DRAWINGS LETTER IDENTIFICATION OF LINES

AE-036204

PIPING SYMBOLS

AB-036227

EQUIPMENT SYMBOLS

AB-036305

INSTRUMENT SYMBOLS

AC-036950

PIPING LAYOUT INDEX

Z14-V-7

VA-012477

PLOT PLAN PROCESS FLOW DIAGRAM HYDROSTATIC TEST DIAGRAM DRAWING CONTROL FOR J.O.

10-02172

VD-735105

INSTRUMENT INSTALLATION SCHEDULES

REVISION VALIDATION THIS REVISION NO. B IS COVERED, FOR ALL APPROVAL AND CERTIFICATION REQUIREMENTS, PER SAEP-334, UNDER DRAWING COMPLETION CERTIFICATE NO:

DESIGN CERTIFICATION (DESIGN AGENCY) ENGG./DATE

4" -FW -57301 -1CG0U

4"

SIAMESE CONN. 4" X 2 1/2" X 2 1/2"

032

4" -FW- 57303 -1CG0U

4"

SIAMESE CONN. 4" X 2 1/2" X 2 1/2" 2"

SP

4" -FW -57288 -1CG0U

01/13/19

REVISION DESCRIPTION ISSUED FOR 90% DESIGN REVIEW

10-02172-0001

2" D

DRAWING TYPE

PIPING & INSTRUMENTATION DIAGRAM

SP

032

THIS REVISION IS NOT TO BE USED FOR CONSTRUCTION UNTIL CERTIFIED AND DATED

SAUDI ARABIAN OIL COMPANY

D

SP

BY/DATE

MAS 01/13/19

JOB ORDER/EWO NO.

4"

SIAMESE CONN. 4" X 2 1/2" X 2 1/2" 2"

D

DATE

B

OTHER

CERTIFIED BY/DATE CONST. AGENCY/DATE OPERATIONS/DATE

GSS / KSK 01/13/19

REV.NO.

REVIEW FOR KEY DRAWINGS REQUIRED (SAUDI ARAMCO)

PID

MANUAL DRY RISER

032

FIRE PROTECTION RIYADH PLANT NO.

Z51

SAUDI ARABIA INDEX

A

DRAWING NUMBER

VA-736213

SHT. NO.

REV. NO.

001

B

THIS DRAWING AND THE INFORMATION CONTAINED HEREIN ARE THE SOLE PROPERTY OF SAUDI ARAMCO. NO REPRODUCTION IN FULL, OR IN PART, SHALL BE OBTAINED FROM THIS DRAWING WITHOUT THE WRITTEN CONSENT OF SAUDI ARAMCO.

EL. 7500

Z14-V-4D EL. 7500

INPUTS

EL. 7500

Z14-V-4C EL. 7500

4"-FW -57302-1CG0U

Z14-V-4B

4"-FW -57300-1CG0U

Z14-V-4A

Saudi Aramco 5994 ENG. (09/03)

342 of 342

RESTRICTED

SMART

CADD-05

V 735823001 P

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