PRO-0001443 > exagonnn Mobil Cou Ltd. skkmigas r PERTAMINA EP. wun aia GAS DEVELOPMENT PROJECT FOR THE UNITIZATION OF THE JAMBARAN-TIUNG BIRU FIELD SPECIFICATION FOR FIRE PROOFING | arse FLUOR DOCUMENT NUMBER: JTB-SF-S-SPE-900-00006 | ‘CONTRACTOR ‘COMPANY. eae eco PATE [PREPARED | CHECKED | APPROVED | REVIEWED | APPROVED | soe For hieral Review eae apa ed een ee ee [8 “Tissue For Review == os 18 | __P6, C| sve For Agprovel a ae f ns 2 DNIOS ie °6 ; esr | is | us. 2 1 fF PERTAMINA EP CEPU. =e ACHE ah ~~ ze =SHEET? OF 27 t,o. ese reson W SPECIFICATION FOR FIRE PROOFING =a eens SESE REVISION HISTORICAL SHEET Pagesecton Date Description a | _iTani6 [Reed oe oP =] = [a rerraunacecesu [ow] eee] 28] [08] ==] 5] [=] 5 I NH KABAsHEeT3 oF 27 doe.nosras sre ancame VW SPECIFICATION FOR FIRE PROOFING oe | ey [oxo | ano a: Table of Contents INTRODUCTION. 14 Scope DEFINITIONS AND ABBREVIATIONS 3.4. Code and Standard. 3.2. Project Documents. REQUIREMENTS ..... 44. Structure . 42 Equipment and Piping, 43. Safety Systems 44 Instrumentation, Electrical. FIRE PROOFING METHODS APPLICATIONS SA Structure. 5.2 Equipment and Piping. 5.3. Safety Systems, 5.4. Instrumentation and Electrical MATERIALS APPLICATION. 61 General.. . 6.2 Structural Fire proofing.. 6.3. Insulation TESTING AND INSPECTION .nnnnnnnnes DOCUMENTATIONS. GUARANTEE. PREPARATION OF SHIPMENT AND STORAGE. 22 |. FIRE PROOFING RATINGS. 23 11.4 Standard Fires 23 11.2 Duration of the protection.. 113 Structure ITEMS REQUIRING FIRE PROOFING. PerTAMNAEPCEPU — | 7H] a | cons SisHEeT« OF 27 206. No. TES S-rE Ter VW SPECIFICATION FOR FIRE PROOFING 1 INTRODUCTION Gas Development Project for the Jambaran — Tiung Biru Field is located onshore on the island of Java, between the cities of Cepu and Bojonegoro. The Processing Facility is needed to gather gas from various wells, remove or reduce undesirable HzS and CO2 component to acceptable limits, meet sales specifications and safety, transport the gas at the required pressure, temperature, quantity and quality to the sales point. 11 Scope The Project Specification covers the basic requirements for the selection, design, application, e@ procurement, testing, and installation of Fire proofing for the Gas Development Project for the Jambaran — Tiung Biru Field. DEFINITIONS AND ABBREVIATIONS. 24 Definitions COMPANY Pertamina EP Cepu (PEPC) COMBUSTIBLE — Combustible Liquids have a flash point of 100 °F (38°C) or higher as LiquiD defined in NFPA 30. CONTRACTOR Appointed by COMPANY, who shall be responsible for the detailed engineering design, material and equipment procurement and construction, commissioning up to acceptance FIRE-EXPOSED A Fire-Exposed Area shall include any area where heat radiation AREA, arisen from Jet Fire and Pool Fire due to the hydrocarbon inventory leakage able leading to fire escalation, which refers to Escalation e Contour in Fire and Explosion Analysis Doc. No. JTB-SF-S-STY-900- 00005. FIRE PROOFING Fire proofing is material or assemblies of materials that upon impingement of fre provide protection against collapse of structural and equipment supports, failure of pressurized equipment, and loss of integrity of building components. This is accomplished by reducing the rate of heat transfer to the protected surface and, when required, preventing the passage of flame and smoke from a fire through a protected wall or partition for a specified time period. FLAMMABLE Flammable Liquids are loveflash liquids {flash point below 100 °F uaUID (38°C)] as defined in NFPA 30 or combustible liquids that are handled at temperatures above or within 15°F (8°C) of their closed cup flash points. FLAMMABLE Flammable Materials include flammable liquids, hydrocarbon Vapors, and other vapors, such as hydrogen and carbon disulfide. Such sen we em PERTAMINA EP CEPU we] ee | oe s,| mer | we Et EIRAEIPACSCA Aa +ASHEETS OF n SPECIFICATION FOR FIRE PROOFING rev asa08 ee 00. No, sTBSFS-S- 90040008 VW wo ou MATERIAL HAZARDOUS AREA HIGH FIRE POTENTIAL EQUIPMENT LOW FIRE POTENTIAL, EQUIPMENT PROJECT VENDOR 22 Abbreviations uL ‘materials are readily ignitable when released to the atmosphere. A Hazardous Area Is synonymous with a Classified Area, and Is a location in which flammable gases or vapors are or may be present in the air in quantities sufficient to produce explosive or ignitable mixtures. The equipment which includes any of the following and anything indicated by Fire and Explosion Analysis: + Pumps with a rated capacity over 200 gpm (45 m*/h) handling flammable liquids. © Gas compressors over 200 hp (150 kW) handling flammable materials. + Fired heaters that are liquid fueled, or are handling flammable or -combustible liquids in the tubes. + Vessels, heat exchangers (including air-cooled), and other equipment containing flammable liquids at or above 600 °F (315 “C), or above their auto-ignition temperature, whichever is less. + Vessels, heat exchangers, specific segments of process piping, and other equipment handling flammable liquids or gases in mixtures known to promote pipe failures through erosion, corrosion, or embrittlement. These include hydrocarbon streams that may contain entrained catalyst, caustics, acids, hydrogen, H2S, COz or similar materials where development of an appropriate scenario envelope is feasible. However, if material has been specifically selected for such services, such equipment may not necessarily be classified as high fire potential equipment Equipment with small inventories of combustible liquids, or small inventories of flammable liquids (as a general rule, threshold for small inventories is 5 m:) with minimal potential for leaks. Includes knockout and blowdown drums isolated from other high potential ‘equipment. Gas Development Project for the Jambaran — Tiung Biru Field (JTB PROJECT) ‘The manufacturer of the equipment or the manufacturers’ agent. Underwriters Laboratories a A De 88 + aiSHEETS oF 27 Rev bras oumcaweneons | 547] SPECIFICATION FOR FIRE PROOFING 3. REFERENCES ‘The order of precedence shall refer to section 3.1.6.2 of Exhibit A, Document No. JTB-SF-B- CTR-900-00003. 34 Code and Standard + APL 2218 2% Edition, August 1989, Fire proofing Practices in Petroleum and Petrochemical Processing Plants ‘+ ASTM 150, 2007, Standard Specification for Portland Cement * ASTM D 3359, 1997, Standard Test Methods for Measuring Adhesion by Tape Test ‘+ ASTM E 96/E 96M, 1995, Standard Test Methods for Water Vapor Transmission of Materials ‘+ ASTM E 119, 2000, Standard Test Methods for Fire Tests of Building Construction and Materials ‘+ ASTM E1529-14a, 2006, Standard Test Methods for Determining Effects of Large Hydrocarbon Pool Fires on Structural Members and Assemblies ‘+ ASTM F 2133-01, 2007, Standard Test Methods for Determining Effects of Large Hydrocarbon Pool Fires on Insulated Marine Bulkheads and Decks, Constructed of Steel ‘+ OTI95 634, 1996, Fire Resistance Test of Passive Fire Protection Materials «NFPA 15, 2012, Standard for Water Spray Fixed Systems for Fire Protection ‘+ NFPA 30, 2012, Flammable and Combustible Liquids Code ‘+ NFPA 220, 2012, Standard on Types of Building Construction ‘+ NFPA 251, 2006, Standard Methods of Tests of Fire Resistance of Building Construction and Materials ‘UL 1709, 2007, UL Standard for Safety Rapid Rise Fire Tests of Protection Materials for Structural Steel 3.2 Project Documents, JTB-SF-S-STY-900-00008, Fire and Explosion Analysis JTB-SF-S-LAY-900-00003, Passive Fire Protection Layout areas penraunacrceru [|e] eur] Z| ot, 44SHEET? OF 27 doc. no ras reams VW SPECIFICATION FOR FIRE PROOFING oe] oo [ono 4. REQUIREMENTS ‘The basic requirements for fire proofing applied to structures, equipment, and safety systems in JTB Gas Plant facilities shall be in accordance with requirements of this specification, unless superseded by more stringent local regulations. Other facilities that are potentially ‘exposed to a fire and which are needed during an emergency to protect personnel or whose failure may cause significant escalation shall be identified for additional fire proofing, Fire and Explosion Analysis recommendation shall be considered during define Fire Proofing requirement. 44 Structur Structural support elements located within a fire-exposed area shall be fire proofed as follows for the duration stated in Table 11.1 When supporting high fire potential equipment, columns and beams shall be fire proofed. Columns and beams that transmit the equipment load to columns shall be fire proofed from grade up to the equipment support evel. When low fire potential equipment is located at a higher level, the fire proofing shall be extended 12 m (40 ft) above the level at which high fre Potential equipment is supported. 1. When supporting low fire potential equipment, the structure shall be fire proofed from its base up to the platform or horizontal bracing plane nearest to an elevation of 12m (40 ft). However, the fire proofing shall not terminate below 10.5 m (35 ft), 2. Knee and diagonal bracing that contributes to the support of vertical loads or stability of columns shall be fie proofed. Knee and diagonal bracing used only for wind loading need not be fire proofed. 6 3. The top surface of a beam that requires fire proofing need not be fire proofed when that beam supports steel flooring or piping 4. When main process area pipe racks and interconnecting pipe racks support piping only, they shall be fire proofed from their bases up to and including the first level of pipe support. Wind bracing and structural stee! stringer beams running parallel to piping need not be fire proofed 5. Main pipe racks that support high fre potential equipment such as air coolers shall be fire proofed from their bases up to and including the equipment support legs and the horizontal beams transmitting the equipment load to the columns. 6. Structural steel supports for process unit transfer lines shall be fire proofed. 7. Piping supported from spring hangers or rods shall be protected against failure of the hanger or rod by a bracket or beam located beneath the pipe. Sufficient clearance between the bracket and pipe shall be provided to permit free movement of the spring hangers. 8, Structural members that support equipment shall be fire proofed, including the following: oe | oe | am PerTaMNAEPcePU — | | Be | cox yw eHseers oF27 Rev owe | [oxo ‘0¢.No.: sB-F-S-SPE:400-00006 VW SPECIFICATION FOR FIRE PROOFING 70 + Legs and lugs or anchor bolts of vessels containing flammable or combustible liquids or vapors. + Vessel skirts, inside and outside, except skirts less than 1.2 m (4 ft) in diameter with only one access opening, need not be fire proofed on the inside surface. * Legs for air coolers supported from ground level ‘+ Supporting structures for pressure storage cylinders. + Steel! support legs for process heaters. * Vessel and equipment steel saddle supports exceeding 0.6 m (2 ft) in height at the center. 9. When central chimneys or stacks are designed to receive flue gas from several heat the structural supports for the flue gas ducts between the heaters and stack shall be fire proofed. 4.2 Equipment and Piping Fire proofing requirements for equipment are as follows for the duration stated in Table 11.1 1. Vessels shall be fre proofed if they are in congested process areas, defined as having two or more process equipment within a 50 ft (15 m) spacing, and they contain more than 19 m* (5000 gal) of flammable or combustible liquid at high liquid level. Aternatively, they may be protected by a fixed water spray system. 2. Offsite storage drums in pressurized flammable service shall be fire proofed if three or more drums are installed with shell-to-shell spacing not exceeding 15 m (50 ft). Alternatively, they may be protected with a fixed water spray system. Drums located with shell-to-shell spacing in excess of 15 m (50 ft) may be protected with manual fire fighting facilities only. 3. Requirements for fire proofing of vessels that are in fire-exposed areas but are not subject to any of the requirements of these paragraphs shall be specified by the COMPANY after considering equipment spacing, vessel service, and vessel capacity. Consideration should also be given to whether the vessel wall can be cooled by the presence of liquid inside the ‘vessel or by the application of fire water from the outside. If catalyst, gunite lining, or other solid material that obstructs liquid flow prevents cooling of the vessel surface from the inside, the parts of the vessel that cannot be easily reached for cooling with regular fire water application should be considered for fire proofing or for a fixed water spraying system. 4, Plate and frame exchangers shall be fire proofed if they contain flammable material and are located within fre-exposed areas. 5. Vessels, heat exchangers, and other equipment which are constructed from low melting point material (such as aluminum) and which require fire proofing shall be protected to prevent the shell of the equipment from reaching a temperature where the material will be = ZANE moe Ege Tr lad gHeer oF 27 owe | ey [ow men08 a eo. Sr Sores VW SPECIFICATION FOR FIRE PROOFING 0 a 43 44 stressed beyond its yield strength. For aluminum equipment, this shell temperature shall be considered to be 360 °F (175 °C). The temperature to be used for other low melting Point materials will be specified by the COMPANY. 6. Hydrocarbon process lines and critical utilities shall be fire proofed at any location where they cross drainage ditches into which flammable or combustible liquid may be discharged. Safety Systems Fire proofing of safety systems shall meet the fire rating stated in Table 11.1, including: 1, Emergency shutdown and emergency de-pressuring systems which do not move to a safe position in a controlled manner on the loss of motive power or circuit continuity. Fire proofing shall be provided within the battery limits of process units which contain high-fire Potential equipment or within fire-exposed areas in offsite locations. Communications systems within fre exposed area required to operate during an emergency. 2. Within fire exposed areas for other above ground wiring systems, including fitings, boxes, and other wiring devices designated by the COMPANY for which loss and time of replacement is sufficient to justiy fie proofing. 3. Fire mains shall be fire proofed at any location where they cross drainage ditches into which flammable or combustible liquid may be discharged. 4, Quick-release hooks at dock facilities within fire exposed area. Anstrumentation, Electrical Fire proofing of Instrumentation and Electrical shall meet the fire rating stated in Table 11.1, including: 1. All instrumentation installations, electrical or pneumatic components (including manual initiators, valve actuators, enclosures, above ground wiring, cable or conduit, and tubing) necessary for safe manual actuation of these systems shall be fire proofed. 2. Other aboveground wiring systems within fire hazardous areas shalllbe fire proofed. Such systems may include fittings, boxes, and other wiring devices as designated by the COMPANY. 3. Valve actuator enclosure, including the motor and the integral “open-stop-close” push- button shall be fire proofed. Fire proofing shall not be applied to the valve body or hand wheel. Piston driven valves, automatic deluge valves, and Diaphragm operated valves in ‘vapor blowdown service which go to the safe position by pneumatic or hydraulic pressure need not be fire proofed. 4, Allaboveground power and control wiring associated with remote actuation (control room ae Perramnarcery — | | | cons P js gQ [a+] 88 Nh io ai ASHEET 10 OF ZT 00e no sBSr sare anotas W SPECIFICATION FOR FIRE PROOFING Cr field) and located within 25 ft (7.5 m) of equipment being protected shall be fire proofed. Fire proofing shall be extended further where the fre hazardous area so demands 5. Fire proofing on instruments and other equipment shall be removable for maintenance. Doors or removable covers shall be provided for access to terminal boxes, integral push buttons and status lamps, cable trays and pull points. 6. Actuator enclosures shall have readily separable joints or seams to permit removal without damaging the fire proofing. Unused conduit openings shall have removable plugs protected by the same fire proofing system. @ 7. Control devices mounted on fire proofed boxes or enclosures that must be accessible for non-emergency operations shall be designed to meet the fire proofing criteria 5. _ FIRE PROOFING METHODS APPLICATIONS 5.1 Structure 5.1.1 Steel Structures Steel structure shall be fire proofed in accordance with the general requirements of Section 6.2 of this specification. Concrete shall be applied in accordance with Section 6.2.2, except for the following less critical applications where alternate materials can be used when ‘approved by the COMPANY: 1. Support saddles for heat exchangers 2. Stub-leg structural supports for air-cooled heat exchangers, provided the elevation of these supports is at least 25 ft (7.5 m) above grade, and the exchanger does not handle flammable materials at an inlet temperature above 600 *F (315 °C) Pipe supports, except within diked enclosures of refrigerated storage vessels Structural supports for elevated ducts around fired heaters 5. For vessel skirts: ‘© Masonry brick and mortar may be used, or ‘+ For vessels with a height (vessel plus skirt) to diameter ratio of less than four, insulation may be used for fire proofing vessel skirts. Where insulation is used to fire proof steel that will be at or below ambient conditions, precaution shall be taken to Prevent external corrosion of the steel caused by condensation when the steel is below the atmospheric dew point. Vessel insulation at the bottom of a skirt shall be protected from water absorption by flashing or caulking. 6. Where the use of a bracket is not practical to protect against failure of the spring hanger or rod supporting piping, hangers and rods may be fire proofed with preformed pipe insulation according to Section 6.3 of this specification. Proposals for alternate material and installation methods shall demonstrate the following mmo ome | cme peRTaMINAER cepy — | | we | cous elm Yb Rac rete Lt 7 heSHEET HOF 27 SPECIFICATION FOR FIRE PROOFING rev 0. NO, sTBSFS-SPE 90040008 W eso rae 1) 2) 1) 2 Quality control procedures for the application of alternative fire proof coatings shall be approved by the COMPANY. 5.1.2 Concrete Structur Concrete structures constitute a unique category, as follows: 52 Equipment and Piping Equipment and piping shall be fire proofed in accordance with the requirements of Section 6. Alternately: 5.3 Safety Systems Suitabilty for the specified environmental exposure Suitabilty for the equipment operating conditions and any elevated temperatures that may be encountered during steaming out, cleaning, and flushing operations. Ability to meet fre rating requirements of Table 11.1 using a standard 10W49 beam. Capability to withstand the force of fire hose stream impingement. Fire hose-stream tests are described in NFPA 251 Section 4-2. Compliance with relevant requirements of Section 6.2 of this specification. Net benefit from a life-cycle costing point of view, including analysis of maintenance costs. Reinforced concrete structures with at least 2 in. (50 mm) covering over reinforcing steel do not require fire proofing unless specified otherwise. To prevent relaxation of the tensioned steel rods or wire due to thermal expansion, pre- stressed concrete structures located in fire-exposed areas normally require fire proofing, such as an intumescent coating or block insulation covered with a stainless steel jacket or water sprays. COMPANY shall approve the Method used. Un-insulated vessels can be protected with concrete which meets the requirements of Section 6.2 of this specification. Ditch covers can be used wherever hydrocarbon process lines or critica ulities cross drainage ditches. Such covers should extend a minimum of 3m (10 ft) horizontally beyond the nearest piping or utility that crosses the ditch. Covers are typically made of concrete slabs, but may be made of other suitably fire resistant materials approved by COMPANY. ‘The preferred method for fire protection of safety systems required to operate during a fire is burial Ditch covers shall be provided wherever fire mains cross drainage ditches into which flammable or combustible liquid may be discharged. Such covers should extend a minimum of 3 m (10 ft) horizontally beyond the nearest piping or utility that crosses the renraumacrcery [>] ee] own] Se] ot. | oF Canvas i tSHEET 1 OF 77 nev 0c. No, :sTBSFS-SP- 9004008 VW oa SPECIFICATION FOR FIRE PROOFING esa0% rare ditch. Covers are typically made of concrete slabs, but may be made of other suitably fire resistant materials approved by COMPANY. 3) Materials other than those specified above can be proposed. Proposals shall demonstrate the following: + Suitability for the specified environmental exposure + Suitability for the equipment operating conditions and any elevated temperatures that ‘may be encountered during steaming out, cleaning, and flushing operations. * Ability to meet fire test requirements per the procedure of ASTM E 1529, UL 1709, ‘or COMPANY approved equivalent furnace test. * Capability to withstand the force of fire hose impingement - Fire hose-stream tests are described in NFPA 251 for structures. Quality control procedures for the application of alternative fire proof methods shalll be approved by the COMPANY. 5.4 Instrumentation and Electrical 5.4.1 Cabling 544.1 Trays 54.1.1.1- Insulation Perforated and non-perforated metal instrument trays shall be completely enclosed and shall ‘meet the requirements of Section 6.3.1 of this specification, except that 25 mm (1 in.) minimum thickness insulating block or board can be used. 5.4.1.1. Inumescent Mastic Non-perforated galvanized steel sheet metal trays may be protected by either Method A or ‘Method B, 5411.21 Method A 1) Non-perforated galvanized sheet metal trays that completely enclose instrument cable ‘and tubing shall be coated on all sides with an approved intumescent mastic 6.4 mm (0.25 in.) dry thickness. 2) This exterior coating shall be reinforced with wire mesh in accordance with manufacturer's recommendation, 3) Prior to application of the mastic, new galvanized trays shall be mechanically abraded by art blasting or other means to ensure adhesion of the prime coat. 4) Abrasion depth shall be 0.13 mm. | ee pertaunacrcery || me} come | S| 8 eee se mel jo 88SHEET 9 0F 27 06. TBS PE nome WY SPECIFICATION FOR FIRE PROOFING 70 a owe | ey [oxo as1a08 ane 541122 5411.23 A124 5411.25 Method B This is the same as Method A, except that 25 mm (1 in.) thick mineral wool insulating board, with a density of 96 kg/m® to 128 kg/m? (6 Ibit? to & Ib/f?), shall be glued to the bottom of ‘each tray to separate the instrument lines from the sheet metal tray. Also, the outside of the tray shall be coated with approved intumescent mastic 4.8 mm (0.19 in.) dry thickness. Box 1) For perforated, non-perforated and ladder-type trays, a box with a removable cover shall be fabricated with 1.1 mm (0.044 in.) minimum diameter galvanized hardware cloth with 12.5 mm x 12.5 mm (0.50 in. x 0.50 in.) openings. 2) The box shall be lined on all sides with 25 mm (1 in.) thick mineral woo! insulating board, with a density of 96 kg/m? to 128 kg/m? (6 Ibvf® to 8 Ibi). 3) The outside of the mesh shall be sprayed with mastic 4.8 mm (0.19 in.) dry thickness. 4) The entire assembly shall be prefabricated, sprayed, and field installed. '5) Prior to installation, the instrument cable or tubing shall be wrapped with 0.025 mm of aluminum foil ‘Subliming Mastic 41) Non-perforated galvanized steel sheet meta trays that completely enclose instrument tubing shall be coated with mastic for a UL 1709 15-minute test rating or equivalent. 2) Weather-protective top coatings shall be applied as specified by the VENDOR. 3) Prior to application of the subliming mastic, the galvanized steel sheet metal shall be primed as required by the VENDOR of the mastic. 4) The mastic coating shall be reinforced on all four comers of the cable tray by application of a 140 mm (6.5 in.) wide strip of open-mesh fiberglass cloth between coats of mastic. ‘Mineral Wool / Cement Board 1) Perforated and non-perforated sheet metal and ladder-type cable trays shall be ‘completely enclosed with 25 mm (1 in.) minimum thickness mineral wooW/cement board panels or equivalent. The panels shall be secured with stainless steel screws and/or stainless steel bands 19 mm (0.75 in.) wide by 0.5 mm (0.02 in.) thick, located no more than 450 mm (18 in.) apart. 2) In freezing climates, the fire proofing panels shall be given a weatherproof coat of paint. The structural strength of the metal cable tray shall be adequate to support the ‘weight of the fire proofing. PERTAMINAEP CEPU p88 Nn > sii ™~SHEET 14 oF 27 Doc no Tas res W SPECIFICATION FOR FIRE PROOFING enzo ra 54.1.1.26 Prefabricated Fire proof Wrap-Type Systems Prefabricated fire proof wrap-type systems that meet the fire resistance rating specified in Table 11.1 or are approved by COMPANY may be considered for use on cable runs. These systems shall be composed of high-temperature insulating material, wrapped around the instrument runs, which meets the requirements of Section 6.3.4 of this specification and which is readily removable for maintenance activities. 541.427 Ml Bette Cable ‘When approved by the COMPANY, mineral insulated (Ml) instrument or power cable may be used in lieu of fire proofing. Magnesium oxide insulation shall be stable at 1650 °C (3000, °F). An outside metal sheath of stainless stee! or high temperature alloy shall be provided. High-pressure, liquid-tight fitings shall be used. Supports for Ml cable shall be steel. ~ | 541.128 Water Sprays ‘When approved by the COMPANY, open and closed instrument trays shall be protected by automatically activated fixed water sprays in accordance with NFPA 15. 54.2 Tubing and Conduit 5421 General Instrument air tubing and conduit designed to function during a fire (such as de-pressuring valves and remote operated emergency and shutdown valves) shall be fire proofed as discussed herein. Tubing need not be fire proofed if the affected portion of the system consists entirely of stainless steel tubing (Types 304, 310, 316) 5422 Tubing and Conduit Protection Tubing and conduit shall be fire proofed by one of the following methods: 1) Apply preformed pipe insulation of 50 mm (2in.) minimum thickness for conduit or tubing NPS 2 (NPS = nominal pipe size, inches) or more in outside diameter. a) Use 40 mm (1.5 in.) thickness for conduit or tubing under NPS 2 in outside diameter. b) Insulating materials and jacketing shall be in accordance with Section 6.3 of this specification. 2) Cover conduit or tubing with a prefabricated wrap'type system approved by the COMPANY to provide the required protection. 5423 Motor Protection The motor of remote-controlled, electric motor operated valves shall be fire proofed by one | mm PERTAMINAEP CEPU | S| a ro 88 Ze Iv Te Lhe AT PRY ee +a‘SHEET OF Z7 SPECIFICATION FOR FIRE PROOFING owe | ey [ow ev pesos tecmone |S wi ast rece | ew of the following methods. COMPANY shall ensure that the valve will not overheat when insulated because of the absence of ventilation. 1) Cover the motor with 50 mm (2 in.) of preformed pipe insulation or box-in with 50 mm of insulating block conforming to Section 6.3.1 of this specification. When a thermal ‘overload cutoff for the motor is installed on the motor windings, it shall be disconnected, ‘Then another overload protection shall be provided at the motor starter (such protection may be eliminated if approved by the COMPANY). The handwheel and engaging lever shall not be fire proofed, and shall be accessible from outside the fire proofing, 2) Coat the motor enclosure with intumescent mastic fire proofing as described in Section 6.2.6 of this specification. The coating shall be similar to the "K-Mass" fire proofing system by Thermal Designs. 3) Cover the motor with a prefabricated wrap-type system as described in Section 6.3.4 of this specification. The system chosen shall be easily removable for all maintenance activites. 5.4.24 Solenoid Protection The solenoid of solenoid-operated valves shall be fire proofed by one of the following methods: 1) Cover the solenoid with 50 mm (2 in.) of insulation conforming to Section 6.3.1 of this specification. All fire proofing designs shall be reviewed by the COMPANY to ensure that the valve will not overheat (with insulation) because of the absence of ventilation. 2) Coat the solenoid with intumescent mastic fire proofing as described in Section 6.2.6 of this Specification. The coating shall be similar to the "K-Mass" fire proofing system by ‘Thermal Designs. @ 3) Cover the solenoid with prefabricated wrap-type system as described in Section 6.3.4 of this Specification 54.25 Diaphragm Housing Protection The diaphragm housing of diaphragm-operated valves shall be fire proofed by one of the following: 1) Coat the diaphragm with intumescent mastic fire proofing as described in Section 6.2.6 of this Specification. The coating shall be similar to the "K-Mass" fire proofing system by Thermal Designs. 2) Cover with 50 mm (2 in.) of preformed pipe insulation or box in with 60 mm of block insulation conforming to Section 6.3.1 of this specification ime nee | eae perrawmacrceru || ee] com | a] “e. | ase 7 Fe Re ae AbeSeer 16 OFZ SPECIFICATION FOR FIRE PROOFING 0c. No, :sTBSFS SPE 90040005 ne | [ono ests Pare 2a) a 6 64 62 621 624 6212 6213 MATERIALS APPLICATION Ger 1) The fire proofing materials and application method selected shall be suitable for the ambient conditions of the location(s) where the fire proofing will be applied and permanently located. 2) Composition of the various materials shall be considered relative to the safety of the personnel involved with or in the vicinity of installation activities. Some materials are inherently toxic and/or flammable. Some require flammable solvents during mixing and application. Material safety data sheets and application procedures should be consulted. 3) Application of fire proofing systems shall be in accordance with manufacturer's written procedure, identical to the procedure used in the qualification and testing of the fire proofing for the specified rating ‘Structural Fire proofing Concrete and several lightweight products are suitable for the fire proofing of structural steel! when installed in accordance with the requirements of this specification. Carbon steel surfaces shall be prepared, painted, and fire proofing materials installed by procedures based on Manufacturer's specifications and approved by COMPANY. Generals Materials 1) All materials to be used for the work (abrasives, paints, thinners, cleaners, fire proofing materials) shall be supplied from COMPANY's approved Manufacturers and VENDORS. 2) _Allpaint products (paints, thinners, cleaners, etc.) of any system shall be supplied by the same coating Manufacturer. 3) All materials and primer shall be delivered to the job site in factory-sealed containers. 4) All materials (primers, coatings, solvents, etc.) shall be stored under conditions recommended by the Manufacturer. Consult Manufacturer's product data sheets. 5) At the work site, the containers shall remain sealed until required for use. Environmental Conditions ‘The COMPANY will establish environmental conditions (for example, temperature, humidity, and wind) under which the material will be applied, based on Manufacturer's recommendations. The COMPANY and CONTRACTOR shall agree that ambient conditions and application techniques are appropriate at the time of installation. Masking and Cleanup 1) Prior to preparing surfaces, priming, and spraying fire proofing materials, all structures and components of equipment that are not to be fire proofed shall be masked or meme perrammacrcery — |r| me] cons | S| | ar | eae CORE eV ARLYSHEET 7 OF 27 SPECIFICATION FOR FIRE PROOFING (00. NO.:sTBSFS-SPE 90040008 owe | ev [owe 6214 6215 2) 1) 2) 3) 4) 5) 6) 0 8) 9) 1) 2 ‘Surface Preparation Weather proofing otherwise protected against inadvertent overspray. ‘Once material has been applied and has set, masking shall be removed before the over- sprayed material cures and makes removal difficult. Care shall be taken not to disturb newly sprayed substrate. All surplus materials and masking shall be removed, leaving the work area clean, For all materials, substrate surface preparation isthe first step to successful fire proofing. For previously coated or fre proofed substrates, the condition ofthe substrate, adhesion of coatings, and compatibility of materials shall be individually evaluated with the proposed VENDOR's material specifications. All welding and fabrication shall be completed before surface preparation begins. The surface to be primed must be blasted, and must be dust and moisture-free before priming. No coating shall be applied when the atmospheric temperature is below 50 °F (10 °C) and when the steel surface temperature is less than 5 °F (3 °C) above the air dew point, or as required by Primer Manufacturer. Prior to abrasive blasting, all burrs, sharp edges, slivers, laminations, corrosion pits, and other surface imperfections shall be made flush or smooth by mechanical means. All surfaces shall first be cleaned of all oil, grease, dirt, or other foreign substances by either detergent wash or solvent cleaning, or both. Water wash and rinse shall be by fresh water only. COMPANY's Representative must approve all solvent(s) and detergent(s) prior to use. The surfaces shall be abrasive blast cleaned to Sa 2% with a minimum 37 micron anchor profile, Surface preparation and coating for cementitious fire proofing materials shall comply with project coating specification. For proprietary fire proofing mastics, the manufacturer's application procedures indicating compatible primer, reviewed and approved by COMPANY, shall be followed. Surfaces shall be primed by COMPANY approved procedure based on Manufacturer's, recommendation. Proper drying time shall be allowed between coats. Specified drying times forall phases of systems are considered minimum. Unfavorable weather will require a longer period for drying. Al fre proofing located outdoors shall be sealed by caulking or flashing to prevent moisture from reaching the fire proofed steel surface. All coated surfaces shall be examined to identify potential water entrance areas, which shall be sealed with an approved exterior grade caulking material. Perrammacrcery — | ‘| 6 | cons Ni =e FW ¥ | ie ey lS 1¢|ZSHEET 18 OF 7 0 ose ssrE anes WV SPECIFICATION FOR FIRE PROOFING 70 en oe | oy [ow 622 6221 6222 6223 623 3) _Alltermination points of the coating shall be built up to drain off water on horizontal shelf areas. 4) Special care shall be taken to caulk around water stop protrusions such as brackets, flanges, valves, pipe entrances, stanchions, heavy welded seams and similar welded attachments, and at intersects that interrupt the smooth contour of the surface area. 5) Tops of columns, where water could penetrate between steel and fire proofing materi shall be weatherproofed with a caulking bead or other approved mastic application. Concrete 1) 2 inches of concrete shall be considered to provide the fire resistance rating stated in Table 11.1. 2) Concrete fire proofing shall meet the requirements of this Specification. Formed Concrete 1) Formed concrete shall consist of surface dry aggregate and cement conforming to ASTM C 150 and shall be Type 1 (normal) or Type 1A (air entrained). 2) Formed concrete mix shall consist of one part cement and two and a half parts each of sand and gravel passing a 9.5 mm (3/8 in.) sieve. The water/cement ratio shall be 0.53 maximum by weight. Pneumatically Applied Concrete 1) Pneumatically applied concrete shall conform to ASTM C 150, Type 1. 2) The concrete shall consist of one part cement to four parts sand. Sufficient water shall be added to hydrate the cement. Water shall not exceed 12 L (3 gal) per bag of cement at the nozzle. 3) Operating equipment within 15 m (50 ft) of pneumatic concrete application operations. shall be covered or otherwise protected from overspray. sinforcement 41) Concrete shall be reinforced by electrically welded wire fabric, 50 mm x 50 mm x 2.3 mm (2.in. x2 in. x 12 U.S. gauges). 2) For outdoor use, the wire mesh shall be galvanized. 3) Tie wire shall be 1.6 mm (0.063 in.) diameter annealed black iron 4) Reinforcing wire fabric shall be lapped 50 mm (2 in.) minimum at joints. 5) The reinforcing fabric shall be spaced out from the substrate surface about one-half the fire proofing thickness. Lightweight Cementitious Coati 1) The density required for a particular application shall be as determined by a recognized aa PERTAMINA EP CEPU | we] come] | S| ee] | tS SEALSHEET 9 OF 27 Rev aoumenesacans N97 ory SPECIFICATION FOR FIRE PROOFING ome | a | ow mesiie Fare testing laboratory to achieve the desired fire resistance rating. 2) The material shall be capable of withstanding a direct flame impingement at 1100 (2000 °F), thermal shock, and high pressure water streams. 3) Metal mesh reinforcement shall be provided in accordance with the manufacturer's, requirement to meet the specified fire resistance rating, 4) The finished lightweight cementitious coatings shall be given two coats of a sealer for protection against the ingress of moisture. The seal coat shall be equivalent to the concrete manufacturer's recommendation for the environmental conditions that may be ‘encountered in the geographical area of structures or equipment. For high traffic areas, ‘mechanical protection shall also be considered. 6.2.4 Preformed/norganic Panels 1) Preformed panels and their attachment system shall pass the fire test for the fire resistance rating specified in Table 11.1. 2) The material shall be capable of withstanding a direct flame impingement at 1100 (2000 °F), thermal shock, and high pressure water streams. 3) The panels shall be attached using only an attachment system with which they were tested. 4) For exterior applications, selection of a paneV/attachment system shall be based on its ability to withstand prevailing weather conditions as well as to provide the required fire resistance. 5) Metal mesh reinforcement shall be provided in accordance with the manufacturer's requirement to meet the specified fire resistance rating. 6.25 Concrete Masonry 1) Concrete blocks containing lightweight, expanded, blast-furnace slag as the coarse aggregate may be used to fire proof structural steel and pipe columns. 2) The blocks shall be considered to provide a fire rating as specified in Table 11.1 3) Prior to installation of masonry, the steel substrate shall be free of dirt, grease, and loose scale. 4) Column covers and blocks shall be laid with thin, staggered joints 6.4 mm (1/4 in.) maximum thickness and a fire-resistant mortar. 5) The annular space between the column covers or blocks and the steel member shall be filled with a lean cement to prevent moisture or hot gasses from reaching the steel during a fire, me [ew PERTAMINA EP CEPU = fee a ale Se | Rr al maaSET 20 OF 27 fev be eames | a7) SPECIFICATION FOR FIRE PROOFING ome | [ow | ano aessans rane | exw 62.6 Fire proofing Mastics 6261 Application 1) Fire proofing mastic compounds shall not be installed on surfaces with continuous ‘operating temperatures in excess of the thermal stabil level of the material. Care shall be taken when protected surfaces may exceed allowable mastic service temperatures, even for short durations. When in doubt, consul the fire proofing manufacturer or test the material under the anticipated operating conditions. 2) Mastic fire proofing material shall be applied by spraying or troweling according to Manufacturer's recommendations. 6262 Mechanical Reinforcement To ensure proper adherence, mechanical reinforcement shall be provided for mastic materials in accordance with the manufacturer's recommendation and/or application listing. 6263 Surface Finish and Sealant 41) The final coat of all fre proofing mastics shall be rolled or brushed to provide a smooth surface finish. The material shall be applied with a sufficient number of coats to prevent running or slumping. Sufficient drying time shall be allowed between coats. 2) Intumescent and subliming mastic coatings shall be sealed for weather protection in accordance with the manufacturer's recommendations for possible extreme conditions that may be encountered in certain geographical areas. 6264 Supervision 1) Spray-equipment responsible for the application of fie proof mastic shall be under the direct supervision of a trained applicator and shall be qualified by the mastic ‘manufacturer in writing. Applicator certificates shall be renewed annually. 2) The COMPANY shall supervise the installation to ensure that the thickness and quality of the materials and workmanship provide the level of protection required. 63 Insulation 63.1 Types of Insulation Steel vessels, piping, and externally insulated equipment shall be considered fire proofed if the finished insulation system meets all of the following conditions: 41) There is a minimum of two insulation layers, with joints staggered so that there are no through cracks. 2) Each layer is @ minimum of 2 in. (50 mm) cellular glass or Type I! calcium silicate thermal insulation (total of 4 in. or 100 mm). 3) Each layer is independently supported with stainless steel bands or individual clips. rhe] mes SICA He =eSHEET21 OF 7 (00c.No.: JB S-SPE: 90000008 W SPECIFICATION FOR FIRE PROOFING a Rev mesa ee 6.3.2 63.3 63.4 4) _ Insulation is covered with corrosion resistant steel jacketing and banded with compatible corrosion resistant steel fasteners, Alternatives Alternatives to collular glass or Type Il calcium silicate thermal insulation such as mineral ‘wool or perlite block may be considered with the approval of the COMPANY, provided that the finished insulation meets the following requirements: 1) As.a.composite system, has a minimum fire resistance rating stated in Table 11.1 when tested in accordance with UL 1709, ASTM E 1529, or equivalent furnace test approved by COMPANY. 2) Is capable of withstanding direct flame impingement 3) Is asbestos-ree 4) Complies with the requirements of Section 6.3.1 Magnesium Oxychloride Plasters Magnesium oxychloride plasters shall not be used for fire proofing. Wrap-Type Systems \Wrap-type systems may be considered with the approval of the COMPANY, provided that the composite system meets the following requirements: 1) Has a minimum fire resistance rating stated in Table 11.1 when tested in accordance with UL 1708, ASTM E 1529, or equivalent furnace test approved by COMPANY 2) Are capable of withstanding direct flame impingement 3) Are asbestos-free 4) The protected surface is painted, coated, or otherwise protected for the expected environmental exposure 5) Are attached using only the method with which they were tested TESTING AND INSPECTION 1) Prior to fire proofing, the applicator shall prepare a representative sample of the fire proofing to be used as a comparison for inspecting surface finish. 2) During application, all fre proofing shall be visually inspected for shrinkage cracks, mechanical damage, and integrity of caulking and spackling. These deficiencies shall be corrected in accordance with the VENDOR's recommended procedure. ‘memo PERTAMINA EP CEPU we] me | comme | | T > asi ZAR s(7Tq] 4 ebSHEET 2 OF ce. No BSE res VW SPECIFICATION FOR FIRE PROOFING esto Fa 3) The applicator shall continuously measure wet thickness of gunned, sprayed, and troweled fire proofing using a probe gauge. Dry thickness shall be measured by bore samples and a magnetic gauge. 4) Random bore samples of gunned and troweled, dense and lightweight concrete shall be made at locations selected by the COMPANY. Initial bore samples shall be made on the basis of one per each 5 m? (50 ft). ifthe samples meet job requirements, sampling may be increased to one per 10 m? (100 f®) subject to COMPANY approval. Repairs shalll be made to bored areas using the VENDOR's recommended procedure. 5) Qualified COMPANY personnel should monitor material mixing, density, preparation of substrate, applied thickness, surface finish, and surface coatings. 8. DOCUMENTATIONS ‘The Vendor shall submit to COMPANY all documentation of fire proofing's material and application procedure. 9, GUARANTEE ‘The following information shall be warranted by Vendor. ~All materials shall be warranted by the VENDOR against defective materials and application for one (1) year after being placed in service (but not more than eighteen (18) months after date of shipment). = If any malperformance or defects occur during the guarantee and warranty period, the \Vendor shall make all alterations, repairs, and replacements free of charge. 10. PREPARATION OF SHIPMENT AND STORAGE ‘The following information shall be prepared by VENDOR for Shipment: = VENDOR shall prepare the materials for export shipment. ~ Material packing shall be created in a manner to provide maximum protection during shipment and storage. ~ Screwed connections are to be protected with threaded plastic plugs. weno = meme PERTAMINA EP CEPU sou} exe | con] oR] 8, | wet | ALNe BIC AIee‘sHeET 25 OF 27 ; 2 SPECIFICATION FOR FIRE PROOFING SAE elas ies i aig Ros SVG Wiel SaaS Goan nw Ee dance to transmission of heat, passage of flame, smoke and toxic gases and structural failure. te Nitestiet ec ‘Three standard fires shall be considered: ae ee es e 2. Hydrocarbon-Fire (HF): AHF has a rapid flame temperature rise after ignition. 3. Jet-Fire (JF): UF is a turbulent diffusing flame, resulting from the combustion of a steady release of pressurized liquid or gaseous fuel. They are the most severe fire scenario that PFP Bete plage ea eae Sap significantly higher rate of burning due to turbulent fuel/air mixing. Ge brortrre st The PFP system shall provide protection for a specified period of time, given in minutes, A all prlaireperarry Fe eat eee aa Pea etary Structures, Equipment, and Emergency Endurance 8 ‘Time Reference Section ‘Main pipe racks inside process units 1 Ye hours 4.1.2 (Item 5) e Wanposedshpacmis ompame | ye risen a ‘supports for process unit transfer ahaa 4.1.2 (Item 7) FEnd mpT Rar Thows | AF i} Equipment supports (skirts, legs, etc.) 2 hours: 4.1.2 (Items 1, 2, & 9)| SS Prous | aN tar Nonferrous metal equipment 1% hours 4.1.3 (Item 5) Sa Tatas | 243 fom 123) ‘Communications, Instrumentation and 45 minutes 4.1.4 (Items 1 & 2) ae Fis a aR oor ot Thaw | aaah = rentaunncrceru [|e] our] oa] te [an | = 3 =e: blo, Re ele gL 1 LIF helseer oF Rev one | [ow 0c. No, :sTBSFS SPE 900008 VY SPECIFICATION FOR FIRE PROOFING ‘Structure Fire rating for structure members is defined by the material critical temperature, the worst type of the structure is to withstand and the period of time during which the structure shall not exceed critical temperature (i.e. shall maintain its stability). Fire proofing materials are generally designed to limit the temperature of steel supports to 1000°F (538°C) for a predetermined period. This temperature is at a point at which steel has lost about one-half ofits strength, and is rapidly losing more strength. 1000°F is used as the failure point in standard tests, not a “safe” operating temperature. ‘Significant losses of strength occur as low as 410°C to 440°C (770°F to 824°F). In order to make a safer design, 350°C is selected as critical temperature for steel surface temperature in this project. The fire rating shall be written as T/XFit, with: T critical temperature, XF type X of fire, and t specified period of time. ITEMS REQUIRING FIRE PROOFING Based on Fire and Explosion Analysis, fire proofing for the following equipment shall be applied. Details of Passive Fire Protection application is shown on document of Passive Fire Protection Layout Doc No: JTB-SF-S-LAY-900-00003, Table 12.1: List of Equipment to be Fire Proofed 224-E-9O0IASCODNBOOSA | VRU redler Stage 1.28.3) | otal an Hrzonta 224-€-00018/80028/00038 | VRU Intercooler (Stage 1.283) _| Vowel and Horizontal eo eee eateona re cha a : — ae aneeang eens Le em [aes : Sa ea aa Saat TALS Car a ame onions Wate Sepa [st Set Ceara aa ate VeesaeeT See Tae Eee Sa ee aera ee a aad rata : aa nee aan mo perraumaceceru — || 6] cox] Be] “er | ae] xe| mgm] Ny) T Ie Tal Ah TF IESHEET 25 OF ZT mv sera marecena| 7 SPECIFICATION FOR FIRE PROOFING om pw [ow [ww naa | [ew | ex 13. [ 280A--1000 Wes ise Column skit 1a [ a0a--2008 Wash ae Clann skit 16 [2soneso01 tea Ani Coe Vera an Hoon 16 | 2s0ne-1002 Regenerator Overhead Gandener_| Yetta and Horizon 17 | 2eon-e2002 Regenerator Overhead Condenser _| tea an zai 13 [ e0a-1002 Regen skit 19 [ 2e0AT2002 Regeree skit 20_| 234-D-9001/8 Propylene Compressor Scrubber ‘Skirt at_|zst0-s008 Prope Fish Eooonizer | Sit 22_|z40-s002 Propylene Acad Vessel and Si 23 | 233-D-9001 EG Flash Drum Skirt 423857 900108 EG Fite Skit and Vercal Support 2 [08-7 a000N8 EG Choral iter Skit and Verca Support 6 | 203001 Regerraor Tower xi at_[ 238-008 EG Regenerator Reboler si 2 | 21-£0001 Dow Pin Gan/Gas Exchanger | erie and Forza : eel and RoR 2s |asv-esc02 Dow Pont cir ——— ct and zai 2 [2152001 od Separator ieee ae cat and ocr a1 2szoot Condensate Cook Sn = . Vera and Foro se_| 252-001 Condensate Siabizer Set 2 | aseeane2 Condensate Siaizer Reboser | St Vere and ozona ad [eb a00eNe Recycle Gos Seubber skit 25. | 240RE-1002N860 | AGRU Reboter SH, Vr an oon 36 | 240A-T-1003 'AGRU Regenerator Sti Vero ee Foor Ser Vial ard aia a7 | aWone-200aneco | AGRU Reboter shit ve ae | aton-2003 GRU Regenerator Skt, Vera and Foo 38 | 240a"T1001 TAGRU Rosato skit 0 [aon 2001 TAGRU Absorber skit «1 | 24one-100172001 | Lean Saver A Cooler rial ana zona 12 | aton-008 Overhead Condenser Verte and orzo Ae Y te PERTAMINA EP CEPU alee le Tw re L AgedSHEET OF 77 006. No, JTF SPE 500008 W SPECIFICATION FOR FIRE PROOFING = 43. | 2404-€-2004 Overhead Condenser Yara ere Horora ‘44_| 24040-5001 Feed Gas KO. Drum Skirt 45, | 24040-1003 ‘Solvent Flash Drum Verte ad Fiore 46 | 240n-0-2003 Solvent Flash Drum vate el eee 47 | 2400-5002 Treated Gas KO. Drum Vern ond Haeeea e@ 4 [20Bee00ensc | AGRUReboier Set Verte and Hovzona 49. | 2406-7-3003 'AGRU Regenerator Skit erica aa oar 50 | 2408--4003A/8/C/0 AGRU Reboiler Sit, Ver ee Foor 51 | 2406-7-4003 AGRU Regenerator Skit Vera and ooria 52_| 2408-7-3001 ‘AGRU Absorber Skt 53 _| 2408-T-4001 AGRU Absorber Skirt 54 | 2408-£-3001/4001 Lean Solvent Air Cooler Nertod end otonal 56 | 2408-€-s008 Overhead Condenser Vere sod Horio 86 | 2408-€-4008 Overhead Condenser Vera nd Horeoe 57_| 2408-D-6001 Feed Gas KO. Drum Skirt 8 | 2408-D-3003 Solvent Flash Drum Verte ond Horan 59 | 2408-D-4003 ‘Solvent Flash Drum Vere so ene e@ 60 |2406-0-6002 | Treated Gas KO. Dum pat oa 61 | 250-D-9001 coer Gas Dehydration TEG Flash | yg Nl sae Sales Gas Dehaion TE Sue_| SH Varied and Hoznial 63. | 250-7-9001 eee eS, ‘Shirt 64 | 250-6901 Sales Gas Osiyaton TEGLeen_ | Varia ond Horzot 65. | 250-E-9003 rea pes va ‘and Horizontal 66 | 250-£-9004 ceo Dehydration TEG ee ‘and Horizontal 67 | 260-0-9001 Sales Ges Corea SHEEN | a 68 | 260-D-9002 oni Gos Carpreens meme aay =l[. l= Perraunacecery || o@ e | sl==[oym[ele ele jog N FT i ~ AF ral Iseer27 oF 7 Rev pose ecaeiee | ar SPECIFICATION FOR FIRE PROOFING oe | [ow | ano meso rece | eu ‘Sales Gas Compressor Discharge | Vertical and Horizontal Pag Berea Cooler Support 70_| 310-T-9002 TGU Absorber Vessel and skirt rl a Vera ae Feared cue Flare Header Line Pipe Wall and Supports PeRTAMNAEP CEU | *H hale ot ar NM | Ph EF Teed