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Includes base ring and reinforcement pads, fireproofing and insulation thicknesses, hydrotest and wind/seismic conditions, loading moments and shear forces, estimated weight and operating capacity. Provides welding detail requirements, nozzle/manway opening guidance, bolt hole alignment rules, and testing methods such as pneumatic leak testing at 0.5 bar(g). Lists operating and design conditions, allowable corrosion allowances, and multiple reference drawings for fabrication.",{"@graph":69,"@context":122},[70,84,105],{"@type":71,"itemListElement":72},"BreadcrumbList",[73,77,79,82],{"item":74,"name":75,"@type":76,"position":8},"https://docshare.wps.com","Home","ListItem",{"item":78,"name":9,"@type":76,"position":14},"https://docshare.wps.com/document/",{"item":80,"name":40,"@type":76,"position":81},"https://docshare.wps.com/document/research-report/",3,{"item":83,"name":65,"@type":76,"position":19},"https://docshare.wps.com/document/pressure-vessel-sample-specification-doc/665088/",{"url":83,"name":65,"@type":85,"image":86,"author":91,"headline":65,"publisher":94,"fileFormat":97,"inLanguage":63,"description":67,"dateModified":98,"datePublished":99,"encodingFormat":97,"isAccessibleForFree":100,"interactionStatistic":101},"DigitalDocument",{"url":87,"@type":88,"width":89,"height":90},"https://docshare.wps.com/thumbnails/pressure-vessel-sample-specification-doc/665088.png","ImageObject",300,407,{"name":92,"@type":93},"Patrick","Person",{"url":74,"name":95,"@type":96},"DocShare","Organization","application/pdf","2026-10-30","2026-10-29",true,{"@type":102,"interactionType":103,"userInteractionCount":81},"InteractionCounter",{"@type":104},"ViewAction",{"@type":106,"mainEntity":107},"FAQPage",[108,114,118],{"name":109,"@type":110,"acceptedAnswer":111},"What hydrotest pressure values are specified for the vessel?","Question",{"text":112,"@type":113},"The document lists hydrotest pressure at the top with initial horizontal value of 6.70 Kg/cm²(g) and vertical value of 6.5 Kg/cm²(g).","Answer",{"name":115,"@type":110,"acceptedAnswer":116},"How are nozzle and bolt holes required to be positioned for different nozzle orientations?",{"text":117,"@type":113},"For vertical nozzles, bolt holes shall straddle the N-S and E-W axis. For horizontal nozzles, bolt holes shall straddle the vertical and horizontal axis.",{"name":119,"@type":110,"acceptedAnswer":120},"What testing method and pressure are specified for reinforcing pads?",{"text":121,"@type":113},"Each reinforcing pad shall be pneumatically tested at a pressure of 0.5 bar(g) using water with soap to detect possible 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NSPoRW.VSUPPORT9-图DoHLL.EL+2100_262180°EL+2050VM6M5M2③FIREPROOFINGDETAIL ”F”ON VESSEL BOTTOM HEAD &SKIRTBC9160.D.SKIRTTOP VIEWM28558 FROM270°“C”“C”270子可⑲STAINLESS STEEL SURFACESEL+1485④ARRPoENMOMENTS AND FORCES AT BASE PLATEESTIMATED WEIGHT AND CAPACITY180°EARTH.BENDING MOMENT8200 KgmERECTION WEIGHT2814 Kg.DETAuLHEL+1375EL+1350豆BSWIND BENDING MOMENT5300KgmSHUT-DOWN WEIGHT2814 Kg.EARTHQUAKE SHEAR1900 Kg.OPERATING WEIGHT3888Kg.DETAIL”N”(sheet 2)W2品品WIND SHEAR1100 Kg.HYDROSTEST WEIGHT4722 Kg.⑫“A”(SLIDING)豆oPIPE CLIP(1 pc)SCALE 1:108357CEL.-2400522B”2.FOR VERTICAL NOZZLES,BOLT HOLES SHALL STRADDLE THE N-S AND E-W AXIS.FOR HORIZONTAL NOZZLES,BOLT HOLES SHALL STRADDLE THE VERTICAL AND HORIZONTAL AXIS.407603.EACH REINFORCING PAD SHALL BE PNEUMATICALLY TESTED AT A PRESSURECLIPS FOROF 0.5 BAR(g)USING WATER WITH SOAP TO DETECT POSSIBLE LEAKAGES.CEL+600B2705.UNLESS PROJECTIONS ARE SPECIFIED,NOZZLES,MANWAYS AND HANDHOLES SHALL BE CUT OFFFLUSH WITH THE INSIDE OF THE SHELL OR HEAD OF PRESSURE VESSEL3BCuP so LooeDALINI LUC①7.VERTICAL SHOP FABRICATED VESSELS IF HYDROTESTED IN THE HORIZONTAL POSITION,760THE HYDROTEST PRESSURE WILL BE INCREASED TO CONSIDER THE STATIC HEAD28.DELETED⑩总Mo-BSEL+150CM829DoEL.+150EL+150BL2⑮②05L sm⑬SPECIFICATION DOC.No :7660-MPS rev.1⑭Vw20W2111.PED CLASSIFICATION.FLUID:GAS,GROUP:2,CATEGORY:IV8361.D.BASE RING4 pcs @90°W-iom           28  8 HOLES 36øFOR M24 BOLTS ON 1015 B.C.D.GUSSETDE EARTHING LUGLEGENDA.F.品RE.EL.0.00DETAIL”E2”VORTEX BREAKeRT.LISKIRT:NOZZLE MARKS黄  \n\n| DESIGN DAIA   |  |  |  |  |  |  |  |  |\n| --- | --- | --- | --- | --- | --- | --- | --- | --- |\n| DESIGN CODE/ASME(U)STAMP   |  |  |  |  |  | ASME SEC.VII DIV.12007 ED./NO   |  |  |\n| DESIGN  \u003Cbr>CONDITIONS  \u003Cbr>AT TOP   | PRESSURE(INT./EXT.)   |  |  |  |  | Kg/cm²(g)   | 4.5/HALF VACUUM   |  |\n|  | TEMPERATURE FOR INT./EXT.PRESSURE   |  |  |  |  | ℃   | 240/240   |  |\n|  | PRESSURE DROP   |  |  |  |  | Kg/cm²(g)   | 一   |  |\n|  | MIN.DESIGN METAL TEMP.   |  |  |  |  | ℃   | -1   |  |\n| OPERATING  \u003Cbr>CONDITIONS   | PRESSURE(TOP/BOTTOM)   |  |  |  |  | Kg/cm²(g)   | 2.1   |  |\n|  | TEMPERATURE(TOP/BOTTOM)   |  |  |  |  | ℃   | 55   |  |\n|  | LOW TEMPERATURE/PRESSURE   |  |  |  |  | C/Kg/cm²(g)   | 一   |  |\n| STEAM-OUT  \u003Cbr>CONDITION   | PRESSURE   |  |  |  |  | Kg/cm²(a)   | 一   |  |\n|  | TEMPERATURE   |  |  |  |  | ℃   | 一   |  |\n| FLUID   | NATURE   |  |  |  |  | --   | WATER   |  |\n|  | SPECIFIC GRAVITY   |  |  |  |  | 一   | 0.988   |  |\n|  | MAXIMUM LIQUID LEVEL   |  |  |  |  | mm   | 2100   |  |\n| SPECIAL  \u003Cbr>SERVICES   | H2 SERVICE   |  |  |  |  |  | NO   |  |\n|  | WET H2S SERVICE   |  |  |  |  | --   | NO   |  |\n|  | AMINE SERVICE   |  |  |  |  | --   | NO   |  |\n| POSTWELD HEAT TREATMENT   |  |  |  |  |  |  | NO   |  |\n| RADIOGRAPHY   | JOINT EFFICIENCY   |  |  |  |  |  | SPOT   | 0.85   |\n| CORROSION  \u003Cbr>ALLOWANCE   | SHELL AND HEADS(INT./EXT.)   |  |  |  |  | mm   | 3   |  |\n|  | SKIRT   |  |  |  |  | mm   | 1.5   |  |\n|  | ANCHOR BOLTS   |  |  |  |  | mm   | 0.0   |  |\n|  | INTERNALS   | REMOVABLE   |  |  |  | mm   | 1.5 ON EACH FACE   |  |\n|  |  | WELDED   |  |  |  | mm   | 3 ON EACH FACE   |  |\n| INSULATION THICKNESS /TYPE   |  |  |  |  |  | mm   | 40(HC)   |  |\n| FIREPROOFING THK.   |  |  |  |  |  | mm   | 70/70   |  |\n| HYDROTEST  \u003Cbr>PRESSURE  \u003Cbr>(AT TOP)   | INITIAL   |  | HORIZONTAL   |  |  | Kg/cm²(g)   | 6.70   |  |\n|  |  |  | VERTICAL   |  |  | Kg/cm²(g)   | 6.5   |  |\n| WIND CONDITIONS CODE /SPEED   |  |  |  |  |  | AS PER ERUP-SPC-Cl-004   |  |  |\n| SEISMIC CONDITIONS CODE/FACTORS   |  |  |  |  |  |  |  |  |\n| SPECIFICATIONS   |  |  |  |  |  |  |  |  |\n| HELLENIC PETROLEUM S.A.   |  |  |  | U O P   |  |  |  |  |\n| ERUP-SPC-Cl-004   |  |  |  | 3-11-5   |  |  |  |  |\n| ERUP-SPC-ME-001   |  |  |  | 3-122-3   |  |  |  |  |\n| ERUP-SPC-ME-012,014   |  |  |  |  |  |  |  |  |\n| PAINTING SYSTEM   |  |  |  |  |  |  |  |  |\n| CARBON STEEL","cbCaie9i9nhuLE3P","https://ap.wps.com/l/cbCaie9i9nhuLE3P","pdf",2090171,"English","# General Notes\n## Design Codes and Stamps\n## Design Conditions at Top\n## Operating Conditions\n## Special Services and Postweld Heat Treatment\n## Hydrotest Pressure and Initial Values\n## Corrosion Allowance and Insulation/Fireproofing\n# Components and Construction\n## Base Ring and Earthing Lugs\n## Nozzle/Manway/Handhole Cutting Rules\n## Reinforcing Pads and Leak Testing\n## Reinforcement Pad Positioning of Fireproofing\n# Welding and Drawings\n## Welding Detail Symbols and Requirements\n## Reference Drawings","[{\"question\":\"What hydrotest pressure values are specified for the vessel?\",\"answer\":\"The document lists hydrotest pressure at the top with initial horizontal value of 6.70 Kg/cm²(g) and vertical value of 6.5 Kg/cm²(g).\"},{\"question\":\"How are nozzle and bolt holes required to be positioned for different nozzle orientations?\",\"answer\":\"For vertical nozzles, bolt holes shall straddle the N-S and E-W axis. For horizontal nozzles, bolt holes shall straddle the vertical and horizontal axis.\"},{\"question\":\"What testing method and pressure are specified for reinforcing pads?\",\"answer\":\"Each reinforcing pad shall be pneumatically tested at a pressure of 0.5 bar(g) using water with soap to detect possible leakages.\"}]","PRESSURE-VESSEL-SAMPLE - Specification Doc. | PDF"]