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RS_Special_Inspection_Schedule_B14003952
IProjectNameNGBUILDINGIPermitNumberB140039521SpecialInspectionAgency:IMayesTesting,IncPhone1425-742-9360GeotechnicalInspectionAgency:IPangeolPhone1206-262-0370ITheInspectionAgencynameabovehasbeenselectedbytheowner(agent)toperformtheinspectionsoutlinedbelowasrequiredbyIBCSection1701.SelectionoftheagencycannotbechangedwithouttheapprovaloftheBuildingOfficial.Itistheresponsibilityoftheownerordesigneetonotifytheinspectionagencyinatimelymannerwhentheinspectionsindicatedbelowarerequired.TheCityofRentonbuildinginspectormustbenotifiedonedayinadvanceofthesesameinspections.AllinspectionreportstotheCityshallbesenttotheattentionofthebuildinginspector.Structuraldeferredsubmittals.PortionsofthestructuraldesignhavebeendeferredbythestructuralengineerforsubmittaltothecityofRentonuntilafterissuanceoftheinitialbuildingpermit.ThearchitecthasbeeninformedthatthecityofRentonmayrequiretheissuanceofadditionalpermits.Thefollowingisasummary:1.Designdrawingsforprefabricatedstairsystems.2.Designdrawingsforprefabricatedmetal-plate-connectedwoodtrusses.Geotechnicalspecialinspections.SpecialinspectionsandtestsbythegeotechnicalengineershouldbeprovidedasrecommendedinthegeotechnicalreportbyPanGEOInc,datedOctober30,2013.Thefollowingisasummary:I.Siteexcavationandgrading.2.Overexcavationforplacementofstructuralfill,whereapplicable.3.Constructiondewatering,whereapplicable.4.Placementofstructuralfillandsoilcompaction.5.Verificationofsoil-bearingcapacity.6.Installationoffoundationwallsubsurfacedrainagesystem.Structuralspecialinspections.Specialinspectionsbyqualifiedspecialinspectorsshouldbeprovided.Thefollowingisasummary:1.Installationofsteelanchorbolts/rodsinconcreteathold-downsofwood-framed,lateralforce-resistingsystem:periodic.2.Installationofconcreteexpansion,adhesive,andscrewanchors,whereapplicable:inaccordancewithqualifyingreportofevaluationservice(e.g.,ICC-ES).1055SGradyWaySPECIALINSPECTIONSCHEDULE4254307200PostwithBuildingPermitonJobsitePage1of2 3.Adhesiveinstallationofconcretereinforcement,whereapplicable:periodic.4.Fasteningatwood-framed,lateralforce-resistingsystem:periodic.Structuraltests.Testsbyqualifiedspecialinspectorsshouldbeconducted.Thefollowingisasummary:1.Testingofconcreteforspecifiedcompressivestrength,f’,aircontentandslump.Structuralsubmittals.Reports,certificatesandotherdocumentsrelatedtostructuralspecialinspectionsandtestsshouldbesubmittedbythecontractor,owner,orowner’sauthorizedagenttothecityofRenton.Thecertificatesofcompliancearerequiredtostatethattheworkwasperformedinaccordancewiththeapprovedconstructiondocuments.Seealsothestructuralcommentsbelow.Thefollowingisasummary:1.Submittalofcertificatesofcompliancefromthefabricatorsofprefabricatedstairsystemsatthecompletionoffabrication.SeealsoTBCSections1704.2.5and1704.2.5.2.2.Submittalofcertificatesofcompliancefromthefabricatorsofprefabricatedmetal-plate-connectedwoodtrussesatthecompletionoffabrication.SeealsoIBCSections1704.2.5,1704.2.5.2,and2303.4.7Page2of2 C(]DEPARTMENTOFCOMMUNITYCitYofANDECONOMICDEVELOPMENT-AUTHORIZATIONFORSPECIALINSPECTIONACTIVITIESDevelopmentServicesDivision1055SGradyWay—Renton,WA98057Phone:(425)430-7200IFax:(425)430-7231ProjectName:,4if’t-,O/A/(,Address:%-)427ResponsibilityunderSection109oftheInternationalBuildingCode(IBC)forselectionofatestinglaboratorylieswiththeownerorhisagent(architectorstructuralengineerofrecord).ThefollowinghavebeenorwillbecontractedwithtoperformallSPECIALINSPECTIONSrequiredperChapter17,IBCandtheRentonBuildingDepartment.oStructuralConsiderationsTestingAgency:Telephone:C)Address:,2ZI&5c7%%ACity/State/Zip:7DoGeotechnicalConsiderationsPerSoilsReportGeotechnicalEngineerofRecord:/V6Telephone:•2—%.3L2TestingAgency:7f;4I$74//73Address:City/State/Zip:9Weunderstandthattheseassignmentscannotbechanged(transferred)oncethebuildingpermithasbeenissuedwithouttheapprovaloftheBuildingOfficial.ThecompletedformmustbereturnedtotheCityofRentonPlansExaminerpriortoissuanceoftheBuildingPermit.//1L(PrintName(I---7--77SigniirfOwniiAuorizedAgent/2)LDatec:\DocuME1\owner\LocALs1\Temp\speciaInspectionForm.Uocx08/14