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Sets general procedures for mill certificates, contractor information submission, shop drawing approval workflow, inspection and testing responsibilities, acceptance/rejection criteria, and recordkeeping for tests, welders’ skills, field inspections, and corrective actions.",{"@graph":14,"@context":72},[15,34,55],{"@type":16,"itemListElement":17},"BreadcrumbList",[18,23,27,31],{"item":19,"name":20,"@type":21,"position":22},"https://docshare.wps.com","Home","ListItem",1,{"item":24,"name":25,"@type":21,"position":26},"https://docshare.wps.com/document/","Document",2,{"item":28,"name":29,"@type":21,"position":30},"https://docshare.wps.com/document/research-report/","Research & 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specification?","Question",{"text":62,"@type":63},"Transportation, furnishing, fabrication, and inspection of structural steel in shop or field are included as indicated in the drawings and described in the specification.","Answer",{"name":65,"@type":60,"acceptedAnswer":66},"What must be submitted for mill certification before fabrication?",{"text":67,"@type":63},"Mill certificates covering dimensions, microstructure, chemical/physical properties, Charpy V-notch properties, applicable heat-treatment data, and dimensions for all steel to be used must be submitted to the Engineer for approval prior to fabrication.",{"name":69,"@type":60,"acceptedAnswer":70},"How are tests and inspections handled during mill, shop, and field work?",{"text":71,"@type":63},"Tests and inspections are performed by a qualified person or approved testing laboratory retained by the Contractor, with materials and access provided by the Contractor; the Engineer may also order or carry out tests at any time and can 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transportation,furnishing,fabrication andinspection of structural steel in shop or field,as indicated in the Drawings oras described in this Specification.  \n## 2.0REFERENCE STANDARDS\n\n### a.Pedoman Perencanaan Bangunan Baja untuk Gedung (SNI.1729.1989-\n\nF).  \n### b.Standar Industri lndonesia(SII).\n\nC.Japanese Architectural Standard Specification for Steel Work(JASS 6,1982).  \nd.Japanese Industrial Standards(JIS,1993).  \ne.American Institute of Steel Construclion(AISC)  \n·AISC M013-83 Detailing for Steel Construction  \n·AISC M013-84 Engineering for Steel Construction  \nAISC M016-89 Manual of Steel Construction ASD  \nf.American Welding Society,Inc.(AWS)AWS D1.1-90 Structural Welding Code Steel  \n### g.American Society for Testing and Materials(ASTM,1993).\n\nh.Technical Specification AR-0914-Paintings.  \ni.Technical Specification CS-0502-Structural Steel Erection.  \n3.0GENERAL PROCEDURES  \n3.1Mill Certificates and Other Information  \n3.1.1Mill certificates covering the dimension,microstructure and chemical,physical,charpy V-notch properties,the heat treatment data (as applicable)and dimension of all steel to be used shall be submitted to the Engineer forapproval prior to fabrication.  \n3.1.2Prior to ordering of material,all the order lists shall be properly prepared bythe Contractor and submitted to the Engineer for approval.  \n3.1.3Prior to starting shop work,the Contractor shall furnish the Engineer with thefollowing information:  \nJob management personnel and organisation.  \n:Fabricator's facilities.  \nMaterials intended for use and material manufacturers and suppliers.  \nCertificate and test report  \nMill certificate.  \nReport of tensile properties and bend tests for steel shapes,bars andplates.  \nCS 0501-1  \nShop drawings procedures and schedule.  \n·  Measuring tapes intended for use.  \n·Quality control methods and procedures.  \n·Product procedures and schedule.  \nMarking,cutting,bending,drilling,milling and treating of frictionalsurface for bolt connection,etc.·Shop assembly facilities and procedure.e.  \nWelding:Proposed welding details.Proposed manufacturer for flux,gas,welding rod and wire together with manufacturersrecommendations for storage.Temporary welding,welding sequenceand procedure,pre-heating,welding equipment and accessories,arc-air gauging/chipping.  \nMethod of embedding anchor bolts and setting base plates.Installationprocedures and allowable tolerance of anchor bolt location.  \n·Inspection:  \n·Organisation of fabricator shop inspection.  \nType of inspection including:Full-size drawing inspection,markingdrawing inspection,assembly inspection,welding inspection,materialinspection,product inspection.  \n·Criteria for accept.  \nA copy of the Contractors inspection record form shall be submitted.The proposed inspection record form shall be attached.  \nProposed method of correction of faulty work.  \nMethod of paint application.  \nStorage at plant yard and at site.  \nTransporting facilites and route from shop to site.  \nQualifications of welders and other specialists.  \nAs the work progresses,maintain the following records of thestructural steel assembly and erection prepared separately for thefollowing items:(indicate the methods and results of tests andinspections)  \n·  Material test.  \n·Test method of welders skills.  \n·  Test of welding work.  \nInspection for shop made products(welds,shape,dimension,appearance and others).  \nInspection of work performed in the field.(tightening of high strengthbolts,erecting tolerance and others).  \nTolerance of anchor bolts.  \nRecords of test,inspection and corrections required by the Engineer.  \nPhotographs of each section of the work.Submit the completedrecords to the Engineer.  \nCS 0501-2  \n## 3.2 Shop Drawings\n\nContractor shall submit Shop Drawings to the Engineer for approval prior to  \nfabrication.  \nThe following items shall be included in the Shop Drawings as applicable:  \nfor","cbCaikvUIuUzgS9E","https://ap.wps.com/l/cbCaikvUIuUzgS9E","pdf",2366101,44,"English","# 1.0 DESCRIPTION OF WORK\n# 2.0 REFERENCE STANDARDS\n# 3.0 GENERAL PROCEDURES\n## 3.1 Mill Certificates and Other Information\n## 3.2 Shop Drawings\n## 3.3 Inspection and Testing","[{\"question\":\"What activities are included in structural steel fabrication under this specification?\",\"answer\":\"Transportation, furnishing, fabrication, and inspection of structural steel in shop or field are included as indicated in the drawings and described in the specification.\"},{\"question\":\"What must be submitted for mill certification before fabrication?\",\"answer\":\"Mill certificates covering dimensions, microstructure, chemical/physical properties, Charpy V-notch properties, applicable heat-treatment data, and dimensions for all steel to be used must be submitted to the Engineer for approval prior to fabrication.\"},{\"question\":\"How are tests and inspections handled during mill, shop, and field work?\",\"answer\":\"Tests and inspections are performed by a qualified person or approved testing laboratory retained by the Contractor, with materials and access provided by the Contractor; the Engineer may also order or carry out tests at any time and can reject nonconforming materials or workmanship before final acceptance.\"}]","CS-0501-STRUCTURAL STEEL FABRICATION | PDF",111]