Inflection Point Engineering Section 3 — Process Safety & Loss Prevention

Plant Layout

IPE Engineering Practice IPE-EP-3-2-1

Document number: IPE-EP-3-2-1 · Section: 3 — Process Safety & Loss Prevention

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2.0 REFERENCES

The latest edition of the following standards and publications are referred to herein.

STANDARDS AND PUBLICATIONS

IPE Engineering Practices IPE Engineering Practices
EP 1–1–3 Deviations to IPE Engineering Practices
EP 3–5–2 Firewater Systems
EP 3–7–1 Pressure Relieving Systems
EP 3–7–2 Relief Disposal Systems
EP 4–1–2 Requirements for Blast Resistant Buildings and Structures
EP 4–5–3 Auxiliary Structures for Operation and Maintenance
EP 4–10–1 Roadways and Paving
EP 4–11–1 Sewer Systems
EP 9–5–1 Containment Dikes for Storage Tanks and Spheres
EP 13–1–1 Power System Design Practices
EP 13–2–1 Electrical Detail Design and Construction Practice
EP 5-1-2 Piping Layout
ASME Code ASME Code
B31.3 Chemical Plant and Petroleum Refining Piping
API Standards API Standards
RP 500
RP 521
RP 2508


RP 2510
Classification of Areas for Electrical Installations in Petroleum Refineries Guide for Pressure Relief and Depressurizing Systems
Design and Construction of Ethane a 00 Ethylene Installations at Marine and Pipeline Terminals, Natural Gas Processing Plants, Refineries, Petroleum Plants, and Tank Farms
Design and Construction of Liquefied Petroleum Gas (LPG) Installations
NFPA Standards NFPA Standards
30
214
Flammable and Combustible Liquids Code
Water- Cooling Towers

DEFINITIONS

GENERAL PLANT LAYOUT CONSIDERATIONS

DEVIATIONS FROM THIS PRACTICE

PLOT LAYOUT

PROCESS EQUIPMENT LAYOUT AND SPACING

General

The layout and spacing of process equipment shall be determined by applying a set of rules based on paragraph 4.3 of this Practice that is summarized below. If a decision is taken to deviate from these rules, a full deviation request supported by a Process Hazards Analysis shall be provided.

Towers and Reactors

Drums

Air Coolers

Shell and Tube Heat Exchangers

Fired Heaters

Onsite Tanks

Atmospheric storage tanks containing flammable liquids inside process unit battery limits shall be less than 5,000 barrels capacity and diked in accordance with NFPA 30. Onsite tanks shall be located at least 50 feet from process equipment identified as a source of ignition. Process equipment shall not be located inside the diked area.

Piping

Pipe Racks

Pumps

Compressors and Auxiliary Equipment

Safety Showers and Eyewash Facilities

Equipment In Non-Flammable Service

Spacing is primarily provided for operating and maintenance access with special consideration given to safety clearances for chemical, corrosive or toxic material handled.

OPERATIONS CENTERS

General

Control houses, control rooms and operator shelters are all population centers in close proximity to process plant. The emphasis should be twofold:

It is an essential safety requirement to minimize the numbers of people housed in buildings close to process plant, consistent with safe operations and maintenance of the facility.

Central Control Buildings

These house the control and safety systems for the entire process area and are considered vital for the continued operation of the plant. As such, they should be a minimum of 300 feet from the process plant, and protected against blast in accordance with EP 4-1-2. These buildings shall also be protected against entry of toxic gasses by having an air intake located in a safe location with gas detection and alarm located in the intake duct. Provision shall be made to turn off the air intake fan(s) should toxic gas be ingested. The maximum credible blast overpressure and toxic gas concentrations shall be confirmed through a Process Hazards Analysis.

Control Centers/Houses

These house the control and safety systems for a single process unit or a group or complex of units. Separation of these Control Centers from the nearest process unit (which may not be the unit whose controls are housed in the building) should be a minimum of 50 feet, and protected against blast and the ingress of toxic gasses as described in paragraph 8.1.

Control Rooms/Operator Shelters

These are buildings that act as control centers for single small operating plants, and/or provide accommodation for outside operators. These should be windowless and pressurized buildings located at least 50 feet from the process plant, protected against blast and toxic gas entry.

Where the accommodation is required to be nearer than 50 feet to the process unit, the degree of pressurization shall be in accordance with electrical area classification for Class 1, Division 2 area, or else all of the electrical equipment within that building must be in accordance with this requirement. All normally manned buildings shall be no closer than 25 feet to any process plant, equipment, or pipe racks, and protected as described in paragraph 8.3.

Motor Control Centers/Process Unit Sub-stations/Switchracks

These are not normally manned buildings and, therefore, do not require the same level of protection. There are two considerations:

Switchracks located on process units should be in accordance with the electrical area classification of that unit. They should not be located in a special fire risk area or in positions where they can impede access to process plant and equipment for operations maintenance and emergency response.

UTILITY EQUIPMENT - LAYOUT AND SPACING

Boilers and utility equipment shall be spaced to prevent exposure to fire or explosion damage. Equipment within the utility plant area, control rooms, feedwater pumps, deaerators and so forth may be spaced in accordance with good engineering judgment. Fuel oil day tanks, fuel oil pumps and heat exchangers shall be spaced at least 25 feet away from other utility equipment.

Steam Generating Equipment

Major steam generating equipment such as boilers shall be separated from possible sources of explosion that may disrupt the supply of steam to processing units by a minimum distance of 150 feet. Waste heat steam generators that are part of a process unit shall be spaced in accordance with the requirements for fired heaters, see paragraph 7.6 of this Practice.

Cooling Towers

Firewater Pump Houses or Tanks

Firewater pumps or tanks shall be at least 300feet from processing, storage and loading areas where a major fire could occur, to avoid any such fire affecting the pumps.

Plant Air and Instrument Air Compressors

When in a central location, plant air and instrument air compressors may be adjacent to the boiler area. Instrument air compressors in vital service shall be separated by at least 100 feet from fired steam boilers and power generators. Instrument air compressors may be located at control houses provided a safe source of air is furnished.

Effluent Treatment Facilities

Effluent treatment facilities shall be located remote and downwind of ignition sources, with a minimum separation distance of 150 feet from process and storage areas. The facilities shall be located to maximize gravity flow.

STORAGE TANKS - LAYOUT AND SPACING

AtmospherIc Storage Tanks

Refrigerated Storage Tanks

Pressurized Storage Tanks

FLARE AREA -RELATIVE SPACING

Elevated Flare Stacks

Ground Flares and Thermal Oxidizers

12.0 ADMINISTRATION AND SUPPORT BUILDINGS - RELATIVE SPACING

LOADING AND UNLOADING FACILITIES - RELATIVE SPACING

Petroleum Piers and Wharves

The minimum spacing requirement between a pier and wharf and process units is 300 feet in order to protect plant equipment from dock fires. Minimum spacing requirements between adjacent piers and wharves are determined by site-specific operational requirements.

Loading Racks

SITE-WIDE SYSTEMS AND FACILITIES

Plant Firewater

The layout and arrangement of the plant firewater system shall be in accordance with EP 3-5-2.

Sewer Systems

The layout and arrangement of plant drainage and sewer systems shall be in accordance with EP 4-8-1.

Utility Stations

Utility stations shall be located at regular intervals and at known points of use in process units and offsite areas as required, and clearly marked.

Roads and Accessways

Interconnecting Pipeways

Laydown and Storage Areas

Railroad Facilities

15.0 TABLES

TABLE 1

WORKING RANGES AND SAFE LOADS 10 TON HYDRAULIC CRANE

Radius (Ft.) Boom Point Elevation (Ft.) Boom Point Elevation (Ft.) Safe Load For 360° Rotation Lbs. (1) (2) Safe Load For 360° Rotation Lbs. (1) (2) Safe Load For 360° Rotation Lbs. (1) (2)
Radius (Ft.) Boom Point Elevation (Ft.) Boom Point Elevation (Ft.) Without Outriggers Without Rigger Fully Extended Without Rigger Fully Extended
Radius (Ft.) Minimum Boom Maximum Boom Without Outriggers Minimum Boom Maximum Boom
10 23 49 12,000 20,000 16.000
12 21 48 8,600 18,000 16,000
15 16 47 5,800 16.000 14,000
20 - 44 3,900 10,000
30 - 35 1,700 5,900
40 8 3,300

NOTES:

1.) All load handling devices and boom attachments are considered part of the load and suitable allowance must be made for their combined weight.

2.) The safe loads Indicated In this table are approximate and shall only be used in determining minimum clearances. The crane manufacturer shall determine the actual safe loads.

TABLE 2

WORKING RANGES AND SAFE LOADS 115-TON TRUCK CRANE

Radius (Ft.) Boom Point Elevation (Ft.) Safe Load For 110 Foot Boom (Lbs.) (1) (2) Safe Load For 110 Foot Boom (Lbs.) (1) (2) Safe Load For 110 Foot Boom (Lbs.) (1) (2) Safe Load For 110 Foot Boom (Lbs.) (1) (2)
Radius (Ft.) Boom Point Elevation (Ft.) 18,500 Lb. Counterweight Without Outriggers
Tires At 100 Psi
18,500 Lb. Counterweight Without Outriggers
Tires At 100 Psi
With Outriggers Fully
Extended
35,500 Lb.
Counterweight With Outriggers
Fully Extended
Radius (Ft.) Boom Point Elevation (Ft.) Over Side Over Rear With Outriggers Fully
Extended
35,500 Lb.
Counterweight With Outriggers
Fully Extended
25 116 - - 105,000 117,000
30 115 23,000 28,000 77,000 93,000
35 114 19,000 22,000 61,000 74,000
45 110 13,000 16,000 41,000 51,000
60 103 8,300 10,000 27,000 34,000
70 97 6,200 8,200 22,000 27,000
80 89 4,600 6,400 18,000 22,000
100 64 2,500 3,900 12,000 16,000
110 41 -. - 11,000 14,000

NOTES:

1.) The Ratings shown are based on freely suspended load and make no allowances for wind effect on lifted loads, ground condition, out of level operation, operating speed or other conditions that are detrimental to the safe operation of the crane.

2.) The safe loads Indicated In this table are approximate and shall only be used in determining minimum clearances. The crane manufacturer shall determine the actual safe loads.

16.0 FIGURES

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2.0 REFERENCES

The latest edition of the following publications are referred to herein.

STANDARDS AND PUBLICATIONS

DEFINITIONS

PIPING ISOMETRIC DRAWINGS

number must be referenced in the drawing title block for all bill of materials drawings.