The URL can be used to link to this page

Home My WebLink AboutAPPROVED FOUNDATION PLAN - 21-00076 - Winder Station - New Commercial - Bldg AAuthor Name Author Email Author Phone No.: Cody Jones Cody.Jones@rexburg.org 208-372-2173 Description : Winder Station - New Commercial - Bldg B Address : Record Type : Madison County - Commercial Document Filename : FOUNDATION PLAN - 21-00076 - Winder Station - New Commercial - Bldg B.pdf Comment Author Contact Information: Corrections in the following table need to be applied before a permit can be issued Review Report Approved # 21-00076 Page Reference Annotation Type Author : Department Status Page Review Comments Applicant Response Comments Pg 1 Free text Cody Jones : Building Open 1 Type VB Construction Pg 1 Free text Cody Jones : Building Open 1 Footing to be below frost depth of 36". 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 200 METAL BUILDING TITAN STEEL LLC RMSDBPIF20-467 GSN-TYPICAL DETAILS 5101 W 5000 SOUTH REXBURG, IDAHO SHEETINDEXDESCRIPTIONDETAILSGSNTYPICALDETAILSTSERIESFOUNDATIONPLANFOUNDATIONDETAILS100SERIES TEELKSIDEFORMEDBARSFORALLBARS4ANDLARGERKSIDEFORMEDBARSFORALLBARS3ANDSMALLERHALLBEUSEDFORCONCRETEWALLSBEAMSUMNREINFORCINGARSSHALLBEMADEONLYTOASTMA706GRADE60ERIESRODSWELDINGOFREINFORCINGBARSSHALLSHOWNONPLANSORDETAILSIVENAREMAXIMUMONCENTERSALLBARSPERCRSIOOKDOWELALLVERTICALREINFORCINGTOALLBARSINLOCATIONBEFOREPLACINGCONCRETEETESHALLBEREGULARWEIGHTOF150POUNDSPERCKAGGREGATESAGGREGATEUSEDINCONCRETE3FLOORSLABSSLABSSHALLBEACCORDINGTOPSCHEDULEONTHESEDRAWINGSOFONELAPLENGTHNOTACKWELDINGOFWITHOUTPRIORREVIEWOFPROCEDUREWITHTHEESTACICODEANDDETAILINGMANUALAPPLYPROVIDEHANDLAPWITHHORIZONTALBARSATALLCORNERSICALDETAILSVERTICALWALLBARSSHALLBELINESHELOCATIONOFREINFORCINGSTEELNOTNOTEDASNTEROFSTEELMINIMUMCOVERFOREREINFORCINGSHALLBEASFOLLOWSNCRETESHALLBE6PORTLANDCEMENTSHALLEVCEMENTSHALLBEUSEDFORCONCRETEINLANDTYPEIIELSEWHEREHALLELAPSEBETWEENCONCRETEBATCHINGANDSSAPPROVEDBYTHETESTINGAGENCYQUALITYSHALLBEPERRECOMMENDATIONSINACI614CALLYVIBRATEALLCONCRETEWHENPLACEDDENEEDBEVIBRATEDONLYAROUNDANDUNDEROSUREPOURWHERESHOWNONPLANSAROUNDADLOADISAPPLIEDREMOVEALLDEBRISFROMCRETECRETESUCHASREINFORCINGDOWELSBOLTSTCSHALLBESECURELYPOSITIONEDINTHEFORMSETEADESHALLBEDIVIDEDINTOAREASBYCONTROLSUCHTHATONESLABAREADOESNOTEXCEEDASTHESLABTHICKNESSINBOTHDIRECTIONSGTHSQUARELAYOUTSAREPREFERREDBUTTHEEOTHERWISETHERATIOOFTHELONGTOSHORTD13ITISRECOMMENDEDTHATSAWCUTSBEMADETEBATCHINGDONLYOCCURATEXPOSEDEDGESDURINGPOURINGWCUTTRICALCONDUITSSHALLNOTBEEMBEDDEDINSLABSONGRADEEXCEPTWHERESPECIFICALLYSTRUCTURALENGINEERPIPESANDCONDUITSSHALLFTHEWORKFPERMITTEDBYARCHITECTURALSPECIFICATIONSPERCENTOFCEMENTITIOUSMATERIALSANDSHALLROF12RELATIVETOCEMENTREPLACEDNOFLYASHFLATWORKORARCHITECTURALLYEXPOSEDTECONSTRUCTIONPROTECTCONCRETEFROMGTHINCOMPLIANCEWITHACI305AND306ESIGNEDBYACERTIFIEDLABORATORYANDRALENGINEERASRTO01EXPANSIONAT28DAYSINCONCRETEETEANDINTERIORCONCRETEEXPOSEDTOMOISTUREMINIMUMCOVERTOLERANCE338112145ANDSMALLER112386ANDLARGER238CONTACTWITHTHE1183418REINFORCEMENT11238ENGTHSHALLBEASFOLLOWSCONCRETESTRENGTHMAXWCRATIOAIRENTRAINMENT4500PSI0455513500PSI045NA Type VB Construction Footing to be below frost depth of 36". 456789BCAD5CONCRETESLABONGRADEOVERCOMPACTEDFILLSEEGSNPROVIDESLABJOINTSPERTYPICALDETAILWITHIN16HOURSOFBATCHTIMEFINISHFLOOR1000CONCRETESLABONGRADE25025025025025024662000561405656140565614056111222WF16W1WF16W1 WF16 / W1 102102102 3 3 WF10 3 3 WF10 3 3 WF10 3 3 WF10 3 3 WF10 103 OPP 103103TYP101103105105105105105F48F54TOW1010TOF980 TYP 101F66 104F66104F66104F66104F66104F36F36104F66104F66104F66104F66104F66SCALEFOUNDATIONPLAN1810 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 AVERIFYALLDIMENSIONSWITHALLARCHITECTURALDRAWINGSBALLSCHEDULEDMARKDESIGNATIONSMAYNOTNECESSARILYBEFOUNDONTHISPLANSCHEDULESARETYPICALTOTHISPROJECTCTHEDEPTHOFFOOTINGDIMENSIONINDICATEDINTHEGSNISAMINIMUMFOUNDATIONCONTRACTORSHALLCOORDINATEWITHTHESOILSREPORTANDOTHERTRADESTOINSURETHATTHESEMINIMUMSARESUFFICIENTFORTHEWORKSEETYPICALDETAILSFORADDITIONALREQUIREMENTSDW1W2ETCASSHOWNONPLANINDICATESCONCRETEORMASONRYWALLSSEEWALLSCHEDULEFORADDITIONALINFORMATIONEWF18WF24ETCASSHOWNONPLANINDICATESACONTINUOUSWALLFOOTINGSEEWALLFOOTINGSCHEDULEFORADDITIONALINFORMATIONFF36F48ETCASSHOWNONPLANINDICATESACONCRETEFOOTINGSEEFOOTINGSCHEDULEFORADDITIONALINFORMATION FOUNDATIONPLANNOTESHEADEDANCHORRODEMBEDSCHEDULEDIAMETERMINIMUMEMBEDMENTFROMTOPOFPIERWALL121258143416781812011425 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 200 METAL BUILDING TITAN STEEL LLC RMSDBPIF20-467 FOUNDATION PLAN 5101 W 5000 SOUTH REXBURG, IDAHO 1VERIFYDOOROPENINGWMETALBUILDINGMANUFACTURERDRAWINGS2PROVIDE20DIAMETEROR18SQUARECONCRETEPIERW105HOOKEDDOWELSAND33TIESINTOP5ANDAT8OCREMAINDERSIMILARTODETAIL104316x100LONG50EACHLEGHAIRPINWIDENGRADEBEAMATCONCRETEPIERASNECESSARYTOMAINTAIN3CLRAROUNDALLREINFORCING PLANKEYNOTES X KEYNOTES1PREENGINEEREDBUILDING2CONCRETESTEMWALLSEEPLAN3SIDEWALKPAVEMENTORFINISHGRADEPERARCH4MINIMUMFOOTINGDEPTHSEEGSN5CONCRETEFOOTINGSEEPLAN6COMPACTEDSUBGRADEBELOWFOOTINGSEEPLAN7CONCRETESLABONGRADESEEPLAN101PREENGINEEREDBUILDINGATCONCRETEFOOTINGCSMB101NOSCALE3CLR 3" CLR 1567332 4 KEYNOTES1PREENGINEEREDBUILDINGBEYOND2CONCRETESTEMWALLSEEPLAN3SIDEWALKPAVEMENTORFINISHGRADEPERARCH4MINIMUMFOOTINGDEPTHSEEGSN5CONCRETEFOOTINGSEEPLAN6COMPACTEDSUBGRADEBELOWFOOTINGSEEPLAN7CONCRETESLABONGRADESEEPLAN84BENTDOWELAT18OC102PREENGINEEREDBUILDINGATCONCRETEFOOTINGCSMB102NOSCALE3CLR 3" CLR 15678323 4 1818KEYNOTES1PREENGINEEREDCOLUMNSEEPLAN2ANCHORBOLTSWNUTATBOTTOM3SIDEWALKPAVEMENTORFINISHGRADEPERARCH4MINIMUMFOOTINGDEPTHSEEGSN5CONCRETEFOOTINGANDCONCRETESTEMWALLBEYONDCONTREINFORCEMENTTROUGHPIERNOTSHOWNFORCLARITY6COMPACTEDSUBGRADEBELOWFOOTINGSEEPLAN7CONCRETEFOOTINGSEEPLAN8CONCRETEPIERW65HOOKEDDOWELSAND33TIESINTOP5ANDAT8OCREMAINDER9CONCRETESLABONGRADESEEPLAN103PREENGINEEREDCOLUMNATCONCRETEFOOTINGCSMB103NOSCALE3CLR 3" CLR 76 39 3MIN3 1285 4 KEYNOTES1PREENGINEEREDCOLUMNSEEPLAN2SIDEWALKPAVEMENTORFINISHGRADEPERARCH3CONCRETESTEMWALLBEYONDCONTREINFORCEMENTTROUGHPIERNOTSHOWNFORCLARITY4MINIMUMFOOTINGDEPTHSEEGSN5COMPACTEDSUBGRADEBELOWFOOTINGSEEPLAN6CONCRETEFOOTINGSEEPLAN718ØCONCRETEPIERW85HOOKEDDOWELSAND33TIESINTOP5ANDAT8OCREMAINDER8CONCRETEGRADEBEAMSEEPLAN9HAIRPINASOCCURSSEEPLAN10CONCRETESLABONGRADESEEPLAN11ANCHORBOLTSWNUTATBOTTOM12CENTERLINEOFSTEELCOLUMNFOOTING104PREENGINEEREDCOLUMNATCONCRETEFOOTINGCSMB107NOSCALE3CLR 3" CLR 5 3 107 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 200 METAL BUILDING TITAN STEEL LLC RMSDBPIF20-467 FOUNDATION DETAILS 5101 W 5000 SOUTH REXBURG, IDAHO