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Home My WebLink AboutS005- SPECIAL INSPECTION REQUIREMENTS� a N RELEA5E0 FOR CONSTRIICTI�N Su6jec� �o compliance with all regula�ions of S�a�e antl Local Codes City of Carmel '�v�:��\i 1�.rvalMa=� . 08/24/20 SPECIAL INSPECTION SERVICES SCHEDULE - STEEL CONSTRUCTION REFER TO IBC 2012 CHAPTER 17 AND AISC 360-10 ITEM TASK APPLICABLETO PERFORM OR REFERENCE PROJECT�Y/N) OBSERVE WELDEO MEMBERS PRIOR TO WELOING: WELDINGPROCEDURE VERIFYCONTRACTORMAINTAINSWELDWGPROCEDURESPEqFlCATIONS V PERFORM AISC360TABLEN5.4-1 SPECIFICATIONS READILVAVAILABLEFORALLWELDERSFORALLTVPESOFWELDS PERFORMED ON THE PROJECT WELD MATERIAL VERIFV MATERIAL CERTIFICATIONS ARE AVAILABLE FOR ALL CONSUMABLE Y PERFORM AISC 360 TABLE NS4-1 CERTIFICATIONS WELDINGMATERIALS WELDMATERIAL VERIFYALLWEL�MATERIALSAREPROPERLYMARKEDWITHVALID V OBSERVE AISC360TABLEN5.4-0 IDENTIFICATION TVPE/GRADE IOENTIFICATION WELDERIDENTIFICATION VERIFVFABRICATORIERECTORASAPPLICABLEMAINTAWSRECORDSOF V OBSERVE AISC360TABLEN5.4-1 SVSTEM WHOWELDEDEVERVJOINT FIT-UPOFGROOVEWELDS INSPECTFORPROPERFIT-UPWCW�INGJOINTPREPARQTION, Y OBSERVE AISC360TABLEN54-1 DIMENSIONS, CLEANLME55, TACKING, AND BACKING (WHERE BACKMG IS APPLICABLE) ACCE55 HOLES INSPECT FOR CONFIGURATION ANO FINISH OF ACCE55 HOLES Y OBSERVE AISC 360 TABLE N5.4-0 FIT-UPOFFlLLETWELOS INSPECTFORPROPERFIT-UPMCLU�INGDIMENSIONS,CLEANLINESS,ANO V OBSERVE AISC360TABLEN5.4-1 TACKING DURING WELDING: pUALIFlEDWELDERS VERIFVUSEOFQUALIREDWEL�ERS Y OBSERVE AISC360TABLEN5.4-2 WELDINGCONSl1MABLES INSPECTFORPROPERPACKAGING,STORAGEANDPROTECTION Y OBSERVE AISC360TABLEN5.4-2 TACKWELDS VERIFVNOWELDINGOCCURSOVERCRACKEDTACKWELDS V OBSERVE AISC360TABLEN5.4-2 FIELOCONOITIONS VERIFVWINDSPEEDWITHWLIMITSANDPROPER Y OBSERVE AISC3fi0TABLEN5.4-2 PROTECTION/PREPARATION FOR PRECIPITATION AND TEMPERATURE WELDINGPROCEDURE VERIFVWELDINGPROCEDURESPECIRCATIONSAREFOLLOWED Y OBSERVE AISC3fi0TABLEN5.4-2 SPECIFICATION (NOTE 2 - SEE AISC 360) WELOINGTECHNIpUES VERIFVEACHPASSMEETSPRORLELIMITATIONSANDQUALITV Y OBSERVE AISC3fi0TABLEN5.4-2 REQUIREMENTS, INTERPASS AND RNAL 0.EANING COMPOSITE BEAM HEADE� INSPECT FOR PROPER PLACEMENTAND INSTALLATION OF STEEL HEADED Y OBSERVE STl1DANCHORS STl1DANCHORS AFTER WELOING: WEL�SCLEANED VERIFVPROPERQEANINGOFCOMPLETEDWEL�S V OBSERVE AISC3fi0TABLEN5.4-3 SIZE, LENGTH. LOCATION, AND INSPECT W EL�S TO CONRRM PROPER SIZE, LENGTH, LOCATION AND AISC 360 TABLE N5.4-3 VISUALACCEPTANCECRITERIA VISUALACCEPTANCECRITERIA(CRACKPROHIBITION,WELO/BASEMETAL (NOTE3-SEEAISC360) Fl1SION,CRATERCROSSSECTION,WELDPROFlLES,WELDSIZE,UNDERCUT POROSITV) AS FOLLOWS: VISUALLV INSPECTAND VERIFV ULTRASONIC TESTIN6IS PERFORMED FOR V PERFORM 100 % OF ALL CJP W ELDS VISUALLVINSPECTI�O%OFALLCJPWELDS V PERFORM VISUALLV INSPECT 1�0% OF WELDS IN LATERAL LOAD RESISTING MOMENT Y PERFORM FRAMES ANO BRACED FRAMES VISUALLVINSPECT2�%OFALLFlLLETWEL�SNOTINLATERALLOAD Y PERFORM RESISTING MOMENT FRAMES AND BRACE� FRAMES ARCSTRIKES VISUALLVINSPECTTOCONRRMNOARCSTRIKES V PERFORM AISC360TABLEN54-3 "k"-AREAWELDING vISUALLVINSPECTALLoOUeLERPLATES.CONTINUITVPLATESAN� N PERFORM AISC360TABLEN54-3 STIFFENER PLATES W HERE W EL�ING OCCURS W ITH W THE k-AREA OF THE STEEL SECTION TO CONRRM NO CRACKS IN THE MEMBER WEB BACKWGANDWELOTABS vISUALLVINSPECTTOCONFlRMPROPERREMOVALOFALLBACKING N PERFORM AISC360TABLEN54-3 REMOVE� REMOVED. VERIFV ALL WELD TABS REMOVEO QF REpUIRED) REPAIRS vERIFVAPPROVEOREPAIRSOFNON-CONFORMINGITEMS(WHEN V PERFORM AISC360TABLEN54-3 REQUIRE�J ARE PROPERLV COMPLETED DOWMENTATION DOWMENTACCEPTANCEORREJECTIONOFWEL�EDCONNECTIONS V PERFORM AISC360TABLEN54-3 BOLTED MEMBERS PRIOR TO BOLTING: MATERIAL CERTIFICATIONS VERIFV MANUFACTURER'S CERTIFICATIONS ARE AVAILABLE FOR FASTENER V PERFORM AISC 360 TABLE NS 6-1 MATERIALS FASTENER MARKINGS VERIFV FASTENERS ARE MARKED PER ASTM STANDARDS V OBSERVE AISC 360 TABLE N&6-1 FASTENER SELECTIONS VERIFY CORRECT GRADE, TYPE, AND SUFFICIENT LENGTH FOR THREADS V OBSERVE AISC 360 TABLE N5.6-1 EXCLUDED FROM THE SHEAR PLANE (ONLY WHERE SPEQFlCALLV INDICATED) BOLTING PROCEDURE VERIFV PROPER BOLTING PROCEDURE FOR THE JOMT V OBSERVE AISC 360 TABLE NS$4 CONNECTINGELEMENTS VERIFVCONNECTINGELEMENTS,INCWDINGFAVWGSURFACESANDHOLE V OBSERVE AISC360TABLEN56-1 PREPARATION QF SPECIFlED) MEET APPLICABLE RE�UIREMENTS PRE-INSTALLATION VERIFY PRE-INSTALLATION VERIFICATION TESTING BV INSTALLATION V OBSERVE AISC 360 TABLE N564 VERIFlCATION PERSONNEL IS OBSERVE� AND DOCUMEMED FOR FASTENER ASSEMBLIES AND METHO05 USED PROPER STORAGE VERIFV PROPER STORAGE OF BOLTS, NUTS, WASHERS AND OTHER V OBSERVE AISC 360 TABLE NS$-1 FASTENERCOMPONENTS OURINA BOLTMCa: PROPER POSITIONING VERIFV ALL FASTENING ELEMENTS ARE PROPERLV POSITIONED IN THE Y OBSERVE AISC 360 TABLE N5.6-2 JOINT PRIOR TO TIGHTENING BOLT TIGHTENING VERIFV COMPONENT NOT TURNE� BV THE WRENCH IS PREVENTED FROM V OBSERVE AISC 360 TABLE N5$-2 ROTATING DURING TIGHTENWG PRETENSIONEDBOLTSSNUG VERIFVALLBOLTSATACONNECTIONTOBEPRETENSIONEDAREFIRST V OBSERVE AISC360TABLEN56-2 TIGHTENED BROUGHTINTOSNUGTIGHTCONDITIONPRIORTOSTARTOFPRE- TENSIONWG PRETENSIONED BOLTS VERIFV FASTENERS ARE PRETENSIONEO IN ACCOROANCE WITH RCSC Y OBSERVE AISC 360 TABLE N56-2 TIGHTENING SPECIFICATION FOR STRUCTURAL JOINTS USING HIGH-STRENGTH BOLTS AFTER BOLTING: DOCUMENTATION DOCUMENTACCEPTANCEORREJECTIONOFBOLTEDCONNECTIONS Y PERFORM AISC360TABLENSfi3 STEEL FRAMING (GENERAL) COWMN BASES INSPECT INSTALLATION OF ALL BASE PLATES FOR PROPER ANCHORAGE Y PERFORM (INCLUDING W ELDED PLATE WASHERS W HERE INDICATED) AND GROUTING BENEATH BASE PLATE COLUMNSPLICES INSPECTALLCOLUMNSPLICESTOCONFIRMTHATGAPSBETWEEN N PERFORM BEARWG ELEMENTS DO NOT EXCEED ili6-INCH BEAM,GIRDERANDCOLUMN INSPECTFORCONFORMANCEWITHREQUIREDSIZE,SPACINGAND Y PERPoRM MEMBERS CONNECTION REQUIREMENTS ROOF AND FLOOR DECK/SLAB INSPECT SUPPORT MATERIALS FOR PROPER SRE, POSITIONING AND Y PERFORM EDGESUPPORTS CONNECTIONS BRACED FRAMESAND INSPECT INSTALLATION OFALL MEMBERSAN� CONNECTIONS IN BRACED Y PERFORM MOMENT FRAMES FRAMES AND MOMENT FRAMES FOR PROPER SRE, POSITIONING AND CONNECTIONS COMPOSITE STEEL FRAMMG INSPECT COMPOSITE STEEL FRAMING PRIOR TO PLACEMENT OF CONCRETE AS FOLLOWS�. VERIFY PROPER PLACEMENT AN� WSTALLATION OF STEEL DECK V PERFORM AISC 360 TABLE Nfi.i INSPECTDIAMETER.LENGTH,�UANTITYANDPOSITIONWGOFSTEEL V PERFORM AISC360TABLEN6.1 HEADEDSTUDANCHORS RING TEST 20°/ OF HEADED STUD ANCHORS WITH A 3 LB HAMMER Y PERPoRM BENDTEST�UESTIONABLEHEADE�STUDANCHORST015DEGREES V PERFORM DOCUMENT ACCEPTANCE OR REJECTION OF COMPOSITE STEEL FRAMING V PERFORM ELEMENTS STEELGRATING INSPECTSTEELGRATINGASFOLLOWS'. VEPoFV PROPER SIZE, TVPE AND FlNISH N PERFORM VEPoFYPROPERATTACHMENTSTOSUPPORTINGSTRUCTURE(S) N PERFORM NOTES: 1. SEE CONTRACT DOCUMENTS FOR WELDING REQUIREMENTS. SEE AISC 360 FOR ADDITIONAL INFORMATION. 2. SEE AISC 360 FOR SPEQFIC REQUIRED ELEMENTS OF WELO PROCEDURE SPEQFICATION. 3. SEEAISC360FORSPECIFICREQUIREDVISl1ALACCEPTANCECRITERIA. 4. "OBSERVE" REQUIRES OBSERVATION ON A RANDOM BASIS. OPERATIONS NEED NOT BE DELAVED PENDING THESE INSPECTIONS. 5. 'PERFORM" REQUIRES TASKS TO BE PERFORMED FOR EACH OPERATION, JOINT OR MEMBER AS APPLICABLE. THE OW NER OR OW NER'S AGENT SHALL EMPLOV INDEPENDENT AGENCVQES) OR INDNIDUAL(5) TO PROVIDE SPEQAL INSPECTION FOR ITEMS AS INDICATED ON THE DRAWINGS. SPEQAL INSPECTION IS A MAN�ATORY REOUIREMENT FOR VERIFYING CONFORMANCE OF THE INDICATED CONSTRIICTION. SPECIAL INSPECTION IS REQUIRED IN ADDITION TO ALL MATERIAL TESTS AND INSPECTIONS IDENTIFlED ELSEWHERE IN THE CONSTRUCTION DOCUMENTS. THE SPECIAL INSPECTOR SHALL BE A QUALIFIED PERSON, W HO SHALL �EMONSTRATE COMPETENCE, TO THE SATISFACTION OF THE BUILDIN6 OFRCIAL AND THE STRUCTURAL ENGMEER. FOR INSPECTION OF EACH PARTICULAR TVPE OF CONSTRUCTION OR OPERATION RE�UIRING SPECIAL INSPECTION. "PERIOOIC" SPEQAL INSPECTION IS DEFINED AS "THE PART-TIME OR INTERMITTENT OBSERVATION OF WORK REQUIRING SPEqAL INSPECTION BV AN APPROVED SPECIAL INSPECTOR WHO IS PRESENT IN THE AREA W HERE THE WORK HAS BEEN OR IS BEWG PERFORMED ANO AT THE COMPLETION OF THE WORK" "CONTINUOUS" SPECIAL INSPECTION IS DEFlNED AS "THE FULL-TIME OBSERVATION OF WORK REQUIRING SPEQAL INSPECTION BV AN APPROVED SPECIAL INSPECTOR WHO IS PRESENT IN THE AREA WHERE THE WORK IS BEWG PERFORMED" SUBMIT TO THE STRUCTURAL ENGMEER FOR REVIEW A MINIMUM OF 14 �AVS PRIOR TO COMMENCEMENT OF CONSTRUCTION OF ELEMENTS REQUIRING SPECIAL INSPECTION THE FOLLOWING: L NAME(S), ADDRESS(ES), TELEPHONE NUMBER(S), EMAIL AD�RESS(ES), AND STATEMENT(S) OF QUALIFlCATIONS OF ALL SPECIAL INSPECTOR(S) TO BE ENGAGED ON THE PROJECT. 2. ALISTINGOFALLITEMSTORECENESPECIALINSPECTION,OESIGNATION W HETHER INSPECTIONS W ILL BE CONTINUOUS OR PERIODIC AND THE NAME OF THE IN�IVIDUAL THAT WILL BE PERFORMING INSPECTION FOR EACH ITEM. THE CONTRACTOR SHALL COOR�INATE W ITH THE SPECIAL INSPECTOR SUFFICIENTLV IN A�VANCE OF WORK RWUIRING SPECIAL INSPECTION AND SHALL PROVIDE ACCESS TO THE SITE AND TO THE CONSTRUCTION DOCUMENTS (CURRENT DRAW INGS AND SPECIRCATIONS) FOR THE SPECIAL INSPECTOR TO CARRV OUT THE RE�UIRED OPERATIONS. THE SPECIAL INSPECTOR SHALL OBSERVE THE WORK RE�UIRING SPECIAL INSPECTION FOR CONFORMANCE TO THE CONSTRUCTION DOCUMENTS. ALL NON-CONFORMWG WORK SHALL BE BROUGHT TO THE IMMEOIATE ATTENTION OF THE CONTRACTOR FOR CORRECTION, THEN, IF UNCORRECTED, TO THE IMMEDIATE ATTENTION OF THE OW NER OR OW NER'S AGENT AND STRUCTURAL ENGINEER. THE SPECIAL INSPECTOR SHALL SUBMIT PERIODIC PROGRESS REPORTS TO THE OWNER OR OWNER'S AGENT, CONTRACTOR AND STRUCTURAL ENGWEER IDENTIFYING ALL SPECIAL INSPECTION OPERATIONS PERFORMED. REPORTS SHALL BE SUBMITTED NO MORE THAN ] DAVS FOLLOWING EACH SPEqAL INSPECTION OPERATION. REPORTS SHALL IDENTIFV THE ITEM(S) INSPECTED AND AN INDICATION OF WHETHER THE INSPECTED ITEMS W ERE IN CONFORMANCE W ITH THE CONSTRUCTION DOCUMENTS. AT THE COMPLETION OF ALL WORK REQUIRING SPECIAL INSPECTION, THE SPECIAL INSPECTOR SHALL SUBMIT A FINAL SIGNED REPORT TO THE O W NER OR OW NER'S AGENT CONTRACTOR AND STRUCTIIRAL ENGINEER STATING W HETHER THE W ORK REQUIRING SPECIAL INSPECTION WAS, TO THE BEST OF THE SPECIAL INSPECTOR'S KNOWLEDGE, IN CONFORMANCE WITH THE CONSTRUCTION DOCUMENTS. FAILURE TO PERFORM SPECIAL INSPECTION FOR THE INDICATED CONSTRUCTION OR FAIW RE TO CORRECT NON-CONFORMING WORK SHALL CONSTITUTE A BASIS FOR REJECTION OF THE W ORK AND REMOVAL AND REPLACEMENT BV THE GENERAL CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER, INCLUDING. BUT NOT LIMITED TO: 1. THE COST OF REMOVAL AND REPLACEMENT OF ALL WORK FOR WHICH SPECIAL INSPECTION WAS REQUIRED BUT NOT PERFORMED, INCLUDING THE COST OF TESTING AND SPECIAL INSPECTION FOR THE REPLACEMENT WORK. 2. THE COST OF ALL RELATED WORK MADE NECESSARV BV THE REMOVAL AND REPL4CEMENT OF THE UNINSPECTED WORK PER ITEM 1 ABOVE. 3. THE COST FOR OESIGN PROFESSIONACS SERVICES RELATED TO ALL WORK FOR W HICH SPECIAL INSPECTION WAS REpUIRED BUT NOT PERFORMED AND SERVICES RELATED TO THE REPLACEMENT WORK. PROVIDE SPECIAL INSPECTION FOR THE FOLLOW ING CONSTRUCTION: SOILSANDEARTHWORK CONCRETECONSTRUCTION STEEL CONSTRUCTION COLD-FORMEDSTEELDECK SEE TABLES ON THE �RAWINGS FOR SPECIAL INSPECTION PROGRAM REQUIREMENTS. CCORNERSTONE ■■ � � �M�R CR\ ■ STRUCTUREPOINT nc � CARMEL MEDICAL ARTS PAVILION 12174 N. Meridian Street Carmel, Indiana 46032 � +r m: No. q�11200647 9� STFTE Of / �OSI�� CERTIFIED BY ISSUANCE INDEX DATE: 0$.22.2020 PROJECT PHASE: CONSTRUCTION DOCUMENTS SPECIAL INSPECTION REQUIREMENTS S005 Project Number 2019.00780