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Home My WebLink AboutAPPROVED FOUNDATION PLAN - 21-00075 - Winder Station - New Commercial - Bldg BAuthor Name Author Email Author Phone No.: Cody Jones Cody.Jones@rexburg.org 208-372-2173 Description : Winder Station - New Commercial - Bldg A Address : Record Type : Madison County - Commercial Document Filename : FOUNDATION PLAN - 21-00075 - Winder Station - New Commercial - Bldg A.pdf Comment Author Contact Information: Corrections in the following table need to be applied before a permit can be issued Review Report Approved # 21-00075 Page Reference Annotation Type Author : Department Status Page Review Comments Applicant Response Comments Pg 1 Free text Cody Jones : Building Open 1 Footing to be below frost depth of 36". Pg 1 Free text Cody Jones : Building Open 1 On steel build specs Pg 1 Free text Cody Jones : Building Open 1 Type VB construction. Madison County - Commercial Approval of plans does not constitute approval of variance from code Powered by TCPDF (www.tcpdf.org) KEYNOTES1FINISHEDGRADEWHEREOCCURS2DONOTEXCAVATEATRENCHCLOSERTHANA45DEGREEANGLETOBELOWBOTTOMFOOTINGORFOUNDATION3BOTTOMOFCONCRETEFOOTING4BOTTOMOFTRENCHNOTEADONOTUNDERCUTEXISTINGFOOTINGSBNOPIPEOROTHERUTILITIESSHALLPASSTHRUWALLFOOTINGSORUNDERCOLUMNFOOTINGS111234FORCONSTRUCTIONABOVEFOOTINGSEEDETAILST1TRENCHPARALLELTOCONTINUOUSSTRAPFOOTINGTD01NOSCALEKEYNOTES1CONCRETEFOOTING2SLEEVEPROVIDE12MINIMUMCLEARANCEAROUNDPIPEORCONDUIT3PIPEORCONDUIT4CONCRETEFILLTOBEPLACEDBEFOREFOOTINGISPOUREDFORMSAMEASFOOTINGANDPOURFULLWIDTHOFPIPETRENCH5STEMWALLNOTEANOPIPESHALLPASSTHRUFOOTINGORUNDERCOLUMNFOOTINGSFORTRENCHESGREATERTHAN36BELOWBOTTOMOFFOOTINGSEEPIPEPASSINGBELOWWALLFOOTINGDETAIL1234554213T2PIPEPASSINGUNDERWALLFOOTINGINSHALLOWTRENCHTD02NOSCALE 6" MIN 8" MIN 3'-0" MAX 8MIN ASECTIONAKEYNOTES1STEMWALL2CONCRETEFOOTING316MAXIMUMWHERETRENCHEXCEEDS16NOTIFYSTRUCTURALENGINEERPRIORTOPLACEMENTOFFOOTINGS4BACKFILLANDRECOMPACTTRENCHPERSOILSREPORTANDSPECIFICATIONS5BOTTOMOFTRENCHNOTEADONOTUNDERCUTEXISTINGFOOTINGSBNOPIPESOROTHERUTILITIESSHALLPASSTHRUWALLFOOTINGSORUNDERCOLUMNFOOTINGS1543 23'-1" OR GREATER FORCONSTRUCTIONABOVEFOOTINGSEEDETAILST3PIPEPASSINGBELOWFOOTINGINDEEPTRENCHTD03NOSCALEKEYNOTES1SLOPEDFINISHGRADE2MINIMUMFOOTINGDEPTHPERGSN12MINIMUM3DEEPENFOOTINGASREQUIREDTOACCOUNTFORSLOPEDGRADE4CONCRETEFOOTINGNOTEAFORADDITIONALINFORMATIONSEEPLANSANDDETAILS14 3 2 50T4TYPICALDETAILFORFOUNDATIONEMBEDMENTTD04NOSCALE KEYNOTES1CONCRETESLABONGRADE2CONTKEYEDJOINT3SAWCUT18WIDEx14SLABTHICKNESSINDEPTHCUTSHALLBEMADESOONENOUGHTOPREVENTSHRINKAGECRACKINGBUTNOTSOSOONASTOCAUSESPALLINGOFTHECONCRETEWHILESAWINGWORKMUSTBECOMPLETEWITHIN16HOURSOFCONCRETEPLACEMENTNOTEAKEYEDJOINTSNEEDONLYOCCURATEXPOSEDEDGESDURINGPLACEMENTUNLESSSPECIFICALLYNOTEDONTHEPLANSBTOOLWETJOINTZIPSTRIPETCSHALLMATCHSAWCUTREQUIREMENTS1231126612XSAWCUTJOINTXKEYEDJOINTT5CONTROLJOINTSINCONCRETESLABONGRADETD07NOSCALE6MINBAROFFSETBARCLEARANCESPLICEDETAILBENDHOOKDETAILSCOLUMNTIESBEAMSTIRRUPSd45dd124561098 7 3 1559108 KEYNOTES1LAPSEEGSN2MAXIMUM15LAPBUTNOTMORETHAN63WIRETIES41d1MINIMUM5RADIUS3dFORBARSNOTOVER84dFOR910AND1BARS5dFOR14AND18BARS5dFORALLGRADE40BARSWITH180DEGREEHOOK64D4MINIMUM712d90DEGREEHOOK86d4MINIMUM9135DEGREEBEND10BENDAROUND112PINFOR3BARSBENDAROUND2PINFOR4BARSBENDAROUND212PINFOR5BARST6TYPICALREINFORCINGDETAILSTD10NOSCALENOTES1TOPBARSAREANYHORIZONTALBARSPLACEDSOTHATMORETHAN12OFFRESHCONCRETEISCASTINTHEMEMBERBELOWTHEREINFORCEMENT2UNLESSNOTEDOTHERWISELAPSPLICESINCONCRETEBEAMSSLABSANDWALLSSHALLBECLASSBTENSIONLAPSPLICESBARSIZECLASSBTENSIONSPLICELENGTHSfc3000PSIfc4000PSIfc5000PSIHOIRZONTALBARSW12OFCONCBELOWVERTICALANDBOTTOMHORIZONTALBARSHOIRZONTALBARSW12OFCONCBELOWVERTICALANDBOTTOMHORIZONTALBARSHOIRZONTALBARSW12OFCONCBELOWVERTICALANDBOTTOMHORIZONTALBARS3121212121212419151713151252923262023186322528212519754414736423287054614754429896877596953101128797758767T7STEELREINFORCINGLAPSPLICESINCONCRETETD14NOSCALE PROFE S IONALENG I N E R S T ATE O F I D A HO A 1/14/21 14134 D VID B .P O R TER LICENSED PROJECT MANAGER:CAD OPERATOR: DATE JOB NO.: STRUCTURAL ENGINEERS SEAL:PROJECT: CLIENT: REV.DATE BY DESCRIPTION 2 3 4 5 CURRENTREV This drawing is the property of FROST Structural Engineering, Inc. Legally, the drawing can NOT be copied in whole or in pieces. It is only to be used for the project and site specifically identified hereon and is not to be used on any other project. Contractor shall carefully review all dimensions, details, and conditions and report at once any error, inconsistency or omission discovered before construction. The contractor assumes full liability for deviations from the intent of these plans. 1 Structural Engineering fax: 208.227.8405 1020 E. Lincoln Road Idaho Falls, ID 83401 phone: 208.227.8404 contact@frost-structural.com S10 11421 LUTHY 60 X 125 METAL BUILDING TITAN STEEL LLC RMSDBPIF20-467 GSN-TYPICAL DETAILS 5101 W 5000 SOUTH REXBURG, IDAHO SHEETINDEXDESCRIPTIONDETAILSGSNTYPICALDETAILSTSERIESFOUNDATIONPLANFOUNDATIONDETAILS100SERIES TEELKSIDEFORMEDBARSFORALLBARS4ANDLARGERKSIDEFORMEDBARSFORALLBARS3ANDSMALLERHALLBEUSEDFORCONCRETEWALLSBEAMSUMNREINFORCINGARSSHALLBEMADEONLYTOASTMA706GRADE60ERIESRODSWELDINGOFREINFORCINGBARSSHALLSHOWNONPLANSORDETAILSIVENAREMAXIMUMONCENTERSALLBARSPERCRSIOOKDOWELALLVERTICALREINFORCINGTOALLBARSINLOCATIONBEFOREPLACINGCONCRETEETESHALLBEREGULARWEIGHTOF150POUNDSPERCKAGGREGATESAGGREGATEUSEDINCONCRETE3FLOORSLABSSLABSSHALLBEACCORDINGTOPSCHEDULEONTHESEDRAWINGSOFONELAPLENGTHNOTACKWELDINGOFWITHOUTPRIORREVIEWOFPROCEDUREWITHTHEESTACICODEANDDETAILINGMANUALAPPLYPROVIDEHANDLAPWITHHORIZONTALBARSATALLCORNERSICALDETAILSVERTICALWALLBARSSHALLBELINESHELOCATIONOFREINFORCINGSTEELNOTNOTEDASNTEROFSTEELMINIMUMCOVERFOREREINFORCINGSHALLBEASFOLLOWSNCRETESHALLBE6PORTLANDCEMENTSHALLEVCEMENTSHALLBEUSEDFORCONCRETEINLANDTYPEIIELSEWHEREHALLELAPSEBETWEENCONCRETEBATCHINGANDSSAPPROVEDBYTHETESTINGAGENCYQUALITYSHALLBEPERRECOMMENDATIONSINACI614CALLYVIBRATEALLCONCRETEWHENPLACEDDENEEDBEVIBRATEDONLYAROUNDANDUNDEROSUREPOURWHERESHOWNONPLANSAROUNDADLOADISAPPLIEDREMOVEALLDEBRISFROMCRETECRETESUCHASREINFORCINGDOWELSBOLTSTCSHALLBESECURELYPOSITIONEDINTHEFORMSETEADESHALLBEDIVIDEDINTOAREASBYCONTROLSUCHTHATONESLABAREADOESNOTEXCEEDASTHESLABTHICKNESSINBOTHDIRECTIONSGTHSQUARELAYOUTSAREPREFERREDBUTTHEEOTHERWISETHERATIOOFTHELONGTOSHORTD13ITISRECOMMENDEDTHATSAWCUTSBEMADETEBATCHINGDONLYOCCURATEXPOSEDEDGESDURINGPOURINGWCUTTRICALCONDUITSSHALLNOTBEEMBEDDEDINSLABSONGRADEEXCEPTWHERESPECIFICALLYSTRUCTURALENGINEERPIPESANDCONDUITSSHALLFTHEWORKFPERMITTEDBYARCHITECTURALSPECIFICATIONSPERCENTOFCEMENTITIOUSMATERIALSANDSHALLROF12RELATIVETOCEMENTREPLACEDNOFLYASHFLATWORKORARCHITECTURALLYEXPOSEDTECONSTRUCTIONPROTECTCONCRETEFROMGTHINCOMPLIANCEWITHACI305AND306ESIGNEDBYACERTIFIEDLABORATORYANDRALENGINEERASRTO01EXPANSIONAT28DAYSINCONCRETEETEANDINTERIORCONCRETEEXPOSEDTOMOISTUREMINIMUMCOVERTOLERANCE338112145ANDSMALLER112386ANDLARGER238CONTACTWITHTHE1183418REINFORCEMENT11238ENGTHSHALLBEASFOLLOWSCONCRETESTRENGTHMAXWCRATIOAIRENTRAINMENT4500PSI0455513500PSI045NA Footing to be below frost depth of 36". On steel build specs Type VB construction. 3456ABCD5CONCRETESLABONGRADEOVERCOMPACTEDFILLSEEGSNPROVIDESLABJOINTSPERTYPICALDETAILWITHIN16HOURSOFBATCHTIMEFINISHFLOOR1000CONCRETESLABONGRADEF36F361125025025024661250561405656140562333WF16W1 WF10 WF10 WF10 WF16W1 WF16 / W1 333 TYP 101OPP103102102103YP01TYP101103103105105105TOW1010TOF980F66 104F66104F66104F48F54F66104F66104F66104SCALEFOUNDATIONPLAN31610 PROFE S IONALENG I N E R S T ATE O F I D A HO A 1/14/21 14134 D VID B .P O R TER LICENSED HEADEDANCHORRODEMBEDSCHEDULEDIAMETERMINIMUMEMBEDMENTFROMTOPOFPIERWALL121258143416781812011425 WALLWSCHEDULEVERTICALREINFORCINGHORIZONTALREINFORCINGREMARKS4AT18OC4AT18OCFOOTINGSCHEDULENOTES1FORCONSTRUCTIONABOVEFOOTINGSEEDETAILS2FORMINIMUMCLEARANCECLROFREINFORCINGSEEGENERALSTRUCTURALNOTESGSNMARKLENGTHWIDTHTHICKNESSFOOTINGREINFORCINGREMARKSF3636361234EACHWAYTOPANDBOTTOMF4848481244EACHWAYTOPANDBOTTOMF5454541254EACHWAYTOPANDBOTTOMF6666661265EACHWAYTOPANDBOTTOMWF10CONT10826CONTBOTTOMWF16CONT161224CONTBOTTOMMONOPOURWSLABSTRIPFOOTING PROJECT MANAGER:CAD OPERATOR: DATE JOB NO.: STRUCTURAL ENGINEERS SEAL:PROJECT: CLIENT: REV.DATE BY DESCRIPTION 2 3 4 5 CURRENTREV This drawing is the property of FROST Structural Engineering, Inc. Legally, the drawing can NOT be copied in whole or in pieces. It is only to be used for the project and site specifically identified hereon and is not to be used on any other project. Contractor shall carefully review all dimensions, details, and conditions and report at once any error, inconsistency or omission discovered before construction. The contractor assumes full liability for deviations from the intent of these plans. 1 Structural Engineering fax: 208.227.8405 1020 E. Lincoln Road Idaho Falls, ID 83401 phone: 208.227.8404 contact@frost-structural.com S20 11421 LUTHY 60 X 125 METAL BUILDING TITAN STEEL LLC RMSDBPIF20-467 FOUNDATION PLAN 5101 W 5000 SOUTH REXBURG, IDAHO AVERIFYALLDIMENSIONSWITHALLARCHITECTURALDRAWINGSBALLSCHEDULEDMARKDESIGNATIONSMAYNOTNECESSARILYBEFOUNDONTHISPLANSCHEDULESARETYPICALTOTHISPROJECTCTHEDEPTHOFFOOTINGDIMENSIONINDICATEDINTHEGSNISAMINIMUMFOUNDATIONCONTRACTORSHALLCOORDINATEWITHTHESOILSREPORTANDOTHERTRADESTOINSURETHATTHESEMINIMUMSARESUFFICIENTFORTHEWORKSEETYPICALDETAILSFORADDITIONALREQUIREMENTSDW1W2ETCASSHOWNONPLANINDICATESCONCRETEORMASONRYWALLSSEEWALLSCHEDULEFORADDITIONALINFORMATIONEWF18WF24ETCASSHOWNONPLANINDICATESACONTINUOUSWALLFOOTINGSEEWALLFOOTINGSCHEDULEFORADDITIONALINFORMATIONFF36F48ETCASSHOWNONPLANINDICATESACONCRETEFOOTINGSEEFOOTINGSCHEDULEFORADDITIONALINFORMATION FOUNDATIONPLANNOTES1VERIFYDOOROPENINGWMETALBUILDINGMANUFACTURERDRAWINGS2PROVIDE20DIAMETEROR18SQUARECONCRETEPIERW105HOOKEDDOWELSAND33TIESINTOP5ANDAT8OCREMAINDERSIMILARTODETAIL104316x100LONG50EACHLEGHAIRPINWIDENGRADEBEAMATCONCRETEPIERASNECESSARYTOMAINTAIN3CLRAROUNDALLREINFORCING PLANKEYNOTES X KEYNOTES1PREENGINEEREDBUILDING2CONCRETESTEMWALLSEEPLAN3SIDEWALKPAVEMENTORFINISHGRADEPERARCH4MINIMUMFOOTINGDEPTHSEEGSN5CONCRETEFOOTINGSEEPLAN6COMPACTEDSUBGRADEBELOWFOOTINGSEEPLAN7CONCRETESLABONGRADESEEPLAN101PREENGINEEREDBUILDINGATCONCRETEFOOTINGCSMB101NOSCALE3CLR 3" CLR 1567332 4 KEYNOTES1PREENGINEEREDBUILDINGBEYOND2CONCRETESTEMWALLSEEPLAN3SIDEWALKPAVEMENTORFINISHGRADEPERARCH4MINIMUMFOOTINGDEPTHSEEGSN5CONCRETEFOOTINGSEEPLAN6COMPACTEDSUBGRADEBELOWFOOTINGSEEPLAN7CONCRETESLABONGRADESEEPLAN84BENTDOWELAT18OC102PREENGINEEREDBUILDINGATCONCRETEFOOTINGCSMB102NOSCALE3CLR 3" CLR 15678323 4 1818KEYNOTES1PREENGINEEREDCOLUMNSEEPLAN2ANCHORBOLTSWNUTATBOTTOM3SIDEWALKPAVEMENTORFINISHGRADEPERARCH4MINIMUMFOOTINGDEPTHSEEGSN5CONCRETEFOOTINGANDCONCRETESTEMWALLBEYONDCONTREINFORCEMENTTROUGHPIERNOTSHOWNFORCLARITY6COMPACTEDSUBGRADEBELOWFOOTINGSEEPLAN7CONCRETEFOOTINGSEEPLAN8CONCRETEPIERW65HOOKEDDOWELSAND33TIESINTOP5ANDAT8OCREMAINDER9CONCRETESLABONGRADESEEPLAN103PREENGINEEREDCOLUMNATCONCRETEFOOTINGCSMB103NOSCALE3CLR 3" CLR 76 39 3MIN3 1285 4 KEYNOTES1PREENGINEEREDCOLUMNSEEPLAN2SIDEWALKPAVEMENTORFINISHGRADEPERARCH3CONCRETESTEMWALLBEYONDCONTREINFORCEMENTTROUGHPIERNOTSHOWNFORCLARITY4MINIMUMFOOTINGDEPTHSEEGSN5COMPACTEDSUBGRADEBELOWFOOTINGSEEPLAN6CONCRETEFOOTINGSEEPLAN718ØCONCRETEPIERW85HOOKEDDOWELSAND33TIESINTOP5ANDAT8OCREMAINDER8CONCRETEGRADEBEAMSEEPLAN9HAIRPINASOCCURSSEEPLAN10CONCRETESLABONGRADESEEPLAN11ANCHORBOLTSWNUTATBOTTOM12CENTERLINEOFSTEELCOLUMNFOOTING104PREENGINEEREDCOLUMNATCONCRETEFOOTINGCSMB107NOSCALE3CLR 3" CLR 5 3 1097 36MINLAP8922 11211 4 6 KEYNOTES1CONCRETESLABONGRADESEEPLAN2CONCRETEGRADEBEAMSEEPLAN105CONCRETEGRADEBEAMATCONCRETESLABCSMB104NOSCALE213CLR 3" CLR PERPLAN PER PLAN PROFE S IONALENG I N E R S T ATE O F I D A HO A 1/14/21 14134 D VID B .P O R TER LICENSED PROJECT MANAGER:CAD OPERATOR: DATE JOB NO.: STRUCTURAL ENGINEERS SEAL:PROJECT: CLIENT: REV.DATE BY DESCRIPTION 2 3 4 5 CURRENTREV This drawing is the property of FROST Structural Engineering, Inc. Legally, the drawing can NOT be copied in whole or in pieces. It is only to be used for the project and site specifically identified hereon and is not to be used on any other project. Contractor shall carefully review all dimensions, details, and conditions and report at once any error, inconsistency or omission discovered before construction. The contractor assumes full liability for deviations from the intent of these plans. 1 Structural Engineering fax: 208.227.8405 1020 E. Lincoln Road Idaho Falls, ID 83401 phone: 208.227.8404 contact@frost-structural.com S30 11421 LUTHY 60 X 125 METAL BUILDING TITAN STEEL LLC RMSDBPIF20-467 FOUNDATION DETAILS 5101 W 5000 SOUTH REXBURG, IDAHO