DESIGNCRITERIA DESIGNCRITERIA 100TN002-1 100TN002-1 CODESANDSTANDARDS CODESANDSTANDARDS 2010CALIFORNIABUILDINGCODE 2010CALIFORNIABUILDINGCODE (CBC)(CBC) W/STATEOF W/STATEOF CAAMENDMENTSCAAMENDMENTS ASCE7-05 ASCE7-05 ACI318-05 ACI318-05 AISC360-05,341-05,358-05 AISC360-05,341-05,358-05 ACI530-05/ASCE5-05/TMS402-05 ACI530-05/ASCE5-05/TMS402-05 ACI530.1-05/ASCE6-05/TMS602-05 ACI530.1-05/ASCE6-05/TMS602-05 2005NDS 2005NDS VERTICALLOADS VERTICALLOADS SOILSVALUES SOILSVALUES ALLOWABLESOILSPRESSURE@GRADE ALLOWABLESOILSPRESSURE@GRADE D L 2 5 0 0 P S F D L 2 5 0 0 P S F D L + L L 2 5 0 0 P S F D L + L L 2 5 0 0 P S F DL+LL DL+LL +SEISM+SEISMIC3333IC3333 PSFPSF ROOFLIV ROOFLIVELOAD=ELOAD= 20PSF20PSF
FLOORLIV FLOORLIVELOAD=125PSFELOAD=125PSF FLOORPA FLOORPARTITIRTITIONLIVELOAONLIVELOAD=D= 15PSF15PSF CORRID
CORRIDORS=ORS= N/APSFN/APSF LIVELOADSAREREDUCED LIVELOADSAREREDUCED WHEREWHERE PERMITTEDBYCODE. PERMITTEDBYCODE. LATERALLOADS LATERALLOADS SEISMIC: SEISMIC: SITECLA SITECLASSCSSC CS=CS= 0.2260.22633 S S = 0 . 5 0 7 ; S S = 0 . 5 0 7 ; S D S = 0 . 4 0S D S = 0 . 4 055 S1= S1= 0.225;SD1=0.225;SD1= 0.2360.236 R = 5 . 5 ; I = 1 . 5 ; I P = 1 . 5 R = 5 . 5 ; I = 1 . 5 ; I P = 1 . 5 Ω ΩO = 2 . 5 ; C D = 4O = 2 . 5 ; C D = 4 OCCUPANCYCATEGORY:IV OCCUPANCYCATEGORY:IV SEISMICDESIGNCATEGORY:D SEISMICDESIGNCATEGORY:D SEIS SEISMICBASESHMICBASESHEAR=EAR= 472KIPS472KIPS SEISMICFORCERESISTINGSYSTEM: SEISMICFORCERESISTINGSYSTEM: BLDGFRAME-SPECREINFCMUSW BLDGFRAME-SPECREINFCMUSW ANALYSISPROCEDURE:EQ.LAT'LFORCE ANALYSISPROCEDURE:EQ.LAT'LFORCE WIND: WIND: BASI BASICWINDSPEED=90MPHCWINDSPEED=90MPH EXPOSURECATEGORYC EXPOSURECATEGORYC I W - = I W - = 1 . 11 . 15 ; G C P I = 0 . 1 85 ; G C P I = 0 . 1 8 4. 4. 1. 1. 2. 2. 3. 3. 1) 1) 2) 2) 3) 3) FOOTING FOOTING MINIMUMDEPTH= MINIMUMDEPTH= 18IN18IN MINIMUMWIDTH= MINIMUMWIDTH= 12IN12IN
POWDERACTUATEDFASTENERS(SHOTPINS) POWDERACTUATEDFASTENERS(SHOTPINS) 100TN016-1
100TN016-1
THESENOTESGOVERNALLCONDITIONS
THESENOTESGOVERNALLCONDITIONS CALLEDOUTONCALLEDOUTON THEPLANSAS'SHOTTHEPLANSAS'SHOT PINS'UNLESSPINS'UNLESS SPECIFICALLYNOTEDOTHERWISE.
SPECIFICALLYNOTEDOTHERWISE. ALLSHOTPINS
ALLSHOTPINS SHALLBEX-UUNSHALLBEX-UUN IVERSALKNURLEDSHANKFASTENERSWITHSHANKDIAMETERIVERSALKNURLEDSHANKFASTENERSWITHSHANKDIAMETER OF0.157"AS
OF0.157"AS MANUFACTUREDBYHILTIINCORPORATEDINMANUFACTUREDBYHILTIINCORPORATEDIN ACCORDANCEWITHICCACCORDANCEWITHICC ESR-2269ESR-2269 ANDTHEHILTI
ANDTHEHILTI 2008'PRODUCTTECHNICALGUIDE'2008'PRODUCTTECHNICALGUIDE' SHOTPINSDRIVEN
SHOTPINSDRIVEN INTOSTEELBASEMATERIALSHALLMAINTAINAINTOSTEELBASEMATERIALSHALLMAINTAINA MINIMUMEDGEDISTANCEMINIMUMEDGEDISTANCE ATALLSTEELELEMENTSOF
ATALLSTEELELEMENTSOF 1/2"AND1/2"AND MINIMUMFASTENERSPACINGSHALLBE1".MINIMUMFASTENERSPACINGSHALLBE1". LENGTHLENGTH OFPIN
OFPIN SHALLBEASREQUIREDSHALLBEASREQUIRED TOPENETRATETHRUSTEELMEMBERU.N.O.TOPENETRATETHRUSTEELMEMBERU.N.O. AT3/4"THICKAT3/4"THICK STEEL,PENETRATIONNEEDNOTEXCEED1/2".
STEEL,PENETRATIONNEEDNOTEXCEED1/2". SHOTPINSDRIVENINTO
SHOTPINSDRIVENINTO CONCRETEBASEMATERIALSHALLMAINTAINAMINIMUMCONCRETEBASEMATERIALSHALLMAINTAINAMINIMUM EDGEDISTANCEEDGEDISTANCE ATALLCONCRETE
ATALLCONCRETE ELEMENTSOF3"ANDELEMENTSOF3"AND MINIMUMFASTENERSPACINGSHALLBE4".MINIMUMFASTENERSPACINGSHALLBE4". PINSPINS SHALLHAVE1
SHALLHAVE1 1/4"PENETRATIONU.N.O.1/4"PENETRATIONU.N.O. MINIMUMCONCRETETHICKNESSSHALLBE3MINIMUMCONCRETETHICKNESSSHALLBE3 TIMESTIMES THEPENETRATIONDEPTH.CONCRETESHALLATTAINFULL
THEPENETRATIONDEPTH.CONCRETESHALLATTAINFULL DESIGNSTRENGTHPRIORTODESIGNSTRENGTHPRIORTO INSTALLINGINSTALLING SHOTPINS.
SHOTPINS. SHOTPINSDRIVENINTO
SHOTPINSDRIVENINTO 31/4"31/4" MINIMUMLIGHTWEIGHTCONCRETEFILLMINIMUMLIGHTWEIGHTCONCRETEFILL OVER3"X20OVER3"X20 GAGA MINIMUMMETALDECKMAYBE
MINIMUMMETALDECKMAYBE INSTALLEDFROMTHETOPINSTALLEDFROMTHETOP ORFROMORFROM THEBOTTOMINTHEBOTTOMIN EITHEREITHER THEHIGHOR
THEHIGHOR LOW LOW FLUTE.PINSFLUTE.PINS INSTALLEDFROMTHETOPINSTALLEDFROMTHETOP SHALLBESPACEDASSHALLBESPACEDAS NOTEDABOVENOTEDABOVE FORTYPICALCONCRETEELEMENTS.
FORTYPICALCONCRETEELEMENTS. PINSINSTALLEDFROMTHEBOTTOMPINSINSTALLEDFROMTHEBOTTOM INTHEHIGHINTHEHIGH FLUTESFLUTES SHALLBEINSTALLEDWITHIN1"
SHALLBEINSTALLEDWITHIN1" OFFLUTECENTER.OFFLUTECENTER. PINSINSTALLEDFROMTHEPINSINSTALLEDFROMTHE BOTTOMINTHEBOTTOMINTHE LOW
LOW FLUTESSHALLBEINSTALLEDWITHIN1"FLUTESSHALLBEINSTALLEDWITHIN1" OFTHEFLUTEOFTHEFLUTE CENTERANDSHALLBECENTERANDSHALLBE NOCLOSERNOCLOSER THAN1
THAN1 1/8"TOTHE1/8"TOTHE EDGEOFTHEEDGEOFTHE LOW LOW FLUTE. FLUTE. PINSINSTALLEDFROMTHEBOTTOMSHALLPINSINSTALLEDFROMTHEBOTTOMSHALL BESPACEDNO
BESPACEDNO CLOSERTHAN5.1"CLOSERTHAN5.1" PARALLELTOTHEFLUTES.PINSPARALLELTOTHEFLUTES.PINS SHALLHAVE1"SHALLHAVE1" PENETRATIONPENETRATION U.N.O.CONCRETESHALLATTAINFULL
U.N.O.CONCRETESHALLATTAINFULL DESIGNSTRENGTHPRIORTODESIGNSTRENGTHPRIORTO INSTALLINGSHOTPINS.INSTALLINGSHOTPINS. 1. 1. 2. 2. 4. 4. 5. 5. 6. 6. 3.
3. ALLSHOTPIALLSHOTPINSSHALLINCNSSHALLINCLUDEP8STELUDEP8STEELWASHEELWASHERS.RS.
THEOPERATOR,TOOL,AND
THEOPERATOR,TOOL,AND FASTENERSHALLBEPRE-QUALIFIEDBYTHEPROJECTINSPECTOR.FASTENERSHALLBEPRE-QUALIFIEDBYTHEPROJECTINSPECTOR. SHOTPININSTALLERSSHALLBE
SHOTPININSTALLERSSHALLBE CERTIFIEDBYHILTIANDCERTIFIEDBYHILTIAND HAVEACURRENTHAVEACURRENT HILTIISSUEDHILTIISSUED OPERATORSLICENSE.SHOTPININSTALLATIONSHALLMEETALL OPERATORSLICENSE.SHOTPININSTALLATIONSHALLMEETALL OSHAREQUIREMENTS.OSHAREQUIREMENTS. 7.
7. SHOTPINSUSED
SHOTPINSUSED TOATTACHHANGERWIRESTOATTACHHANGERWIRES FORSUSPENDEDCEILINGSSHALLBEFORSUSPENDEDCEILINGSSHALLBE TESTEDTESTED INACCORDANCEWITH
INACCORDANCEWITH DSAIR25-2DSAIR25-2 8. 8. FOUNDATIONS FOUNDATIONS 310TN001-1 310TN001-1 ALLFOUNDATIONWORKSHALLBE
ALLFOUNDATIONWORKSHALLBE DONEINDONEIN ACCORDANCEWITHTHEREQUIREMENTSOFACCORDANCEWITHTHEREQUIREMENTSOF THETHE SOILSREPORT#8798.01DATEDJUNE
SOILSREPORT#8798.01DATEDJUNE 24,2010&24,2010& SUPPLEMESUPPLEMENTALLETTERDATEDFEBRUARY10,NTALLETTERDATEDFEBRUARY10, 20112011 BYWALLACE-KUHL&ASSOCIATES.
BYWALLACE-KUHL&ASSOCIATES. FOUNDATIONSSHALLBEARONCOMPACTEDEXISTINGSOILS FOUNDATIONSSHALLBEARONCOMPACTEDEXISTINGSOILS ORFIRMORFIRM NATIVESOILNATIVESOIL SEENOTESANDDETAILSON
SEENOTESANDDETAILSON SHEETS1.02SHEETS1.02 ALLFILLING,BACKFILLINGANDCOMPACTIONSHALL
ALLFILLING,BACKFILLINGANDCOMPACTIONSHALL BEDONEUNDERBEDONEUNDER THEOBSERVATIONOFATHEOBSERVATIONOFA REPRESENTA
REPRESENTATIVEOFTHETIVEOFTHE SOILSENGINEERANDMUSTSOILSENGINEERANDMUST BECOMPACTEDTOTHEBECOMPACTEDTOTHE MINIMUMMINIMUM DENSITYSPECIFIEDINACCORDANCEWITHTHE
DENSITYSPECIFIEDINACCORDANCEWITHTHE PROCEDUREOUTLINEDINTHEPROCEDUREOUTLINEDINTHE SOILSREPORT.SOILSREPORT. BUILDINGPADCONSTRUCTIONSHALLCONFORM
BUILDINGPADCONSTRUCTIONSHALLCONFORM TOTHEREQUIREMENTSOFTOTHEREQUIREMENTSOF THESOILSREPORT.THESOILSREPORT. THEEXTENTANDDEPTH
THEEXTENTANDDEPTH OFOVEREXCAVATIONANDPLACEMENTOFENGINEEREDFILLSHALLOFOVEREXCAVATIONANDPLACEMENTOFENGINEEREDFILLSHALL ATAT AMINIMUMBE
AMINIMUMBE ASSHOWNONASSHOWNON THEPLANS.THEPLANS. FINALDEPTHANDFINALDEPTHAND EXTENTOFEXCAVATIONEXTENTOFEXCAVATION ANDFILLSHALL
ANDFILLSHALL BEDETERMINEDATTIMEBEDETERMINEDATTIME OFCONSTRUCTIONBYAOFCONSTRUCTIONBYA REPRESENTAREPRESENTATIVEOFTHETIVEOFTHE SOILSENGINEER.FOUNDATION
SOILSENGINEER.FOUNDATION DEPTHSINDICATEDONPLANSAREDEPTHSINDICATEDONPLANSARE FORESTIMATINGFORESTIMATING PURPOSESONLY.
PURPOSESONLY. BOTTOMSOFALLFOUNDATIONSSHALL
BOTTOMSOFALLFOUNDATIONSSHALL BELEVEL.BELEVEL. CHANGESINBOTTOMOFCHANGESINBOTTOMOF FOUNDATIONFOUNDATION ELEVATIONSHALLBEMADEACCORDING
ELEVATIONSHALLBEMADEACCORDING TOSTEPPEDFOOTINGDETAILONTOSTEPPEDFOOTINGDETAILON THETYPICALTHETYPICAL DETAILSHEET.
DETAILSHEET.
FOUNDATIONCONCRETEMAYBEPLACEDDIRECTLY FOUNDATIONCONCRETEMAYBEPLACEDDIRECTLY INTONEATINTONEAT EXCAVATIO
EXCAVATIONSPROVIDEDPRIORNSPROVIDEDPRIOR WRITTENAPPROVALISOBTAINEDWRITTENAPPROVALISOBTAINED ANDA
ANDA REPRESENTAREPRESENTATIVEOFTHETIVEOFTHE SOILSENGINEERDETERMINESSOILSENGINEERDETERMINES THATTHEEXCAVATIONSARESTABLE. THATTHEEXCAVATIONSARESTABLE. WIDTHOFALLWIDTHOFALL UNFORMEDFOUNDATIONSSHALLBEINCREASEDBY UNFORMEDFOUNDATIONSSHALLBEINCREASEDBY 2'' 2'' FROMFROM PLANDIMENSION.OTHERWISE,FOUNDATIONSSHALL PLANDIMENSION.OTHERWISE,FOUNDATIONSSHALL BEFULLYBEFULLY FORMED.USE
FORMED.USE MINIMUMPLANKINGSHOWNTOMINIMUMPLANKINGSHOWNTO PROTECTAGAINSTPROTECTAGAINST SLOUGHING,ASREQUIRED.
SLOUGHING,ASREQUIRED. PLANKINGDOESNOTREPLACEPLANKINGDOESNOTREPLACE FORMWORKREQUIREDTOSTABILIZEEXCAVATION. FORMWORKREQUIREDTOSTABILIZEEXCAVATION. THESURFACEOFALL
THESURFACEOFALL HORIZONTALCONSTRUCTIONJOINTSSHALLBEHORIZONTALCONSTRUCTIONJOINTSSHALLBE CLEANED&ROUGHENEDCLEANED&ROUGHENED BYEXPOSINGCLEANAGGREGATESOLIDLYEMBEDDEDIN
BYEXPOSINGCLEANAGGREGATESOLIDLYEMBEDDEDIN MORTARMATRIX.MORTARMATRIX. NOTIFYTHESTRUCTURALENGINEER48
NOTIFYTHESTRUCTURALENGINEER48 HOURSBEFORECASTINGFOUNDATIONS.HOURSBEFORECASTINGFOUNDATIONS. AREPRESENTATIVEOFTHESOILSENGINEERSHALL
AREPRESENTATIVEOFTHESOILSENGINEERSHALL ADVISETHEBUILDINGOFFICIALINADVISETHEBUILDINGOFFICIALIN WRITINGTHAT:
WRITINGTHAT: A.THEBUILDING
A.THEBUILDING PADWASPREPAREDINPADWASPREPAREDIN ACCORDANCEWITHTHESOILSACCORDANCEWITHTHESOILS REPORT.REPORT. B.THEUTILITY
B.THEUTILITY TRENCHESHAVEBEENPROPERLYBACKFILLEDANDCOMPACTEDAND;TRENCHESHAVEBEENPROPERLYBACKFILLEDANDCOMPACTEDAND; C.THE
C.THE FOUNDATIONEXCAVATIONSFOUNDATIONEXCAVATIONS,FORMINGAND,FORMINGAND REINFORCEMENTCOMPLYWITHTHEREINFORCEMENTCOMPLYWITHTHE REPORTANDAPPROVEDPLAN. REPORTANDAPPROVEDPLAN. 1. 1. 2. 2. 3. 3. 4. 4. 5. 5. 6. 6. 7. 7. 8. 8. 9. 9. 22xx1122 1x81x8 22xx1122 FTG FTG WIDTH WIDTH +2'' +2'' PLAN PLAN STRUCTURALSTEEL STRUCTURALSTEEL 500TN001-1 500TN001-1 FABRICATION,ERECTIONANDMATERIALSSHALLCONFORMWITH
FABRICATION,ERECTIONANDMATERIALSSHALLCONFORMWITH THEAISCSPECIFICATIONFORTHEAISCSPECIFICATIONFOR THEDESIGN,FABRICATIONANDERECTION
THEDESIGN,FABRICATIONANDERECTION OFSTRUCTURALSTEELFOROFSTRUCTURALSTEELFOR BUILDINGSANDTHEBUILDINGSANDTHE CALIFORNIABUILDINGCODE,LATESTEDITIONS.
CALIFORNIABUILDINGCODE,LATESTEDITIONS. STRUCTURALSTEELWIDEFLANGESHAPESSHALLCONFORMWITH STRUCTURALSTEELWIDEFLANGESHAPESSHALLCONFORMWITH ASTMA992.ASTMA992. ALLOTHERALLOTHER STRUCTURALSTEELROLLEDSHAPES(CHANNELS,ANGLES,ETC)AND STRUCTURALSTEELROLLEDSHAPES(CHANNELS,ANGLES,ETC)AND PLATESSHALLCONFORMPLATESSHALLCONFORM WITHASTMA36,UNO.
WITHASTMA36,UNO. STEELPIPESHALLCONFORMTO
STEELPIPESHALLCONFORMTO ASTMA53,TYPESEORASTMA53,TYPESEOR S,GRADEB.S,GRADEB. ALLHOLLOW STRUCTURA
ALLHOLLOW STRUCTURALSECTIONS(HSS) SHALLCONFORMTOASTMA500,GRADELSECTIONS(HSS) SHALLCONFORMTOASTMA500,GRADE B.B. ALLSTRUCTURALSTEELSHALLRECEIVEMINIMUMOF
ALLSTRUCTURALSTEELSHALLRECEIVEMINIMUMOF ONESHOPCOATONESHOPCOAT OFREDPRIMEROFREDPRIMER PAINT.PAINT. DONOT
DONOT PAINTAREASTOBEPAINTAREASTOBE FIELDWELDED,FIREPROOFED,GALVANIZED,TORECEIVEFIELDWELDED,FIREPROOFED,GALVANIZED,TORECEIVE SLIP-CRITICALHIGHSTRENGTHBOLTS,OR
SLIP-CRITICALHIGHSTRENGTHBOLTS,OR TOBEEMBEDDEDINTOBEEMBEDDEDIN CONCRETE.PROVIDECONCRETE.PROVIDE ADDITIONALPAINTINGASNOTEDIN
ADDITIONALPAINTINGASNOTEDIN THESPECIFICATIONS.THESPECIFICATIONS. ALLSTRUCTURALSTEELSHALLBE
ALLSTRUCTURALSTEELSHALLBE ERECTEDPLUMBANDTRUEERECTEDPLUMBANDTRUE TOLINE.TOLINE. TEMPORARYBRACINGTEMPORARYBRACING SHALLBEINSTALLEDAND
SHALLBEINSTALLEDAND SHALLBELEFTINSHALLBELEFTIN PLACEUNTILOTHERPLACEUNTILOTHER MEANSAREPROVIDEDTOMEANSAREPROVIDEDTO ADEQUATELYBRACETHESTRUCTURE.CONTRACTOR
ADEQUATELYBRACETHESTRUCTURE.CONTRACTOR RESPONSIBLRESPONSIBLEFOREFOR REVIEWINGALLBASEREVIEWINGALLBASE PLATEANDSUPPORTCONDITIONSDURING
PLATEANDSUPPORTCONDITIONSDURING ERECTIONANDBRACINGASERECTIONANDBRACINGAS REQUIRED.SEEREQUIRED.SEE AISCAISC ANDOSHAREQUIREMENTS.
ANDOSHAREQUIREMENTS. PLACENON-SHRINKGROUTUNDER
PLACENON-SHRINKGROUTUNDER ALLBASEPLATESBEFOREADDINGVERTICALLOAD.ALLBASEPLATESBEFOREADDINGVERTICALLOAD. STRUCTURALSTEELBELOW
STRUCTURALSTEELBELOW GRADESHALLHAVE3GRADESHALLHAVE3 INCHESMINIMUMOFCONCRETEINCHESMINIMUMOFCONCRETE COVER.COVER. BOLTEDCONNECTIONSSHALLCONSISTOF
BOLTEDCONNECTIONSSHALLCONSISTOF UNFINISHEDBOLTSCONFORMINGTOASTMUNFINISHEDBOLTSCONFORMINGTOASTM A307A307 UNLESSNOTEDOTHERWISE.WHERE
UNLESSNOTEDOTHERWISE.WHERE HIGHSTRENGTHBOLTSAREINDICATED,HIGHSTRENGTHBOLTSAREINDICATED, BOLTSBOLTS CONFORMINGTOASTMA325
CONFORMINGTOASTMA325 ORASTMA490ORASTMA490 ASNEEDEDSHALLBEASNEEDEDSHALLBE PROVIDED.PROVIDED. ANCHORRODSCAST
ANCHORRODSCAST INCONCRETEORINCONCRETEOR MASONRYSHALLBEHEADEDBOLTSWITHMASONRYSHALLBEHEADEDBOLTSWITH CUTCUT THREADSCONFORMINGTOASTMF1554
THREADSCONFORMINGTOASTMF1554 GR.36,GR.36, 55,OR55,OR 105ASINDICATEDON105ASINDICATEDON DRAWINGS.DRAWINGS. ALLBOLTEDCONNECTIONSAND
ALLBOLTEDCONNECTIONSAND BASEPLATESSHALLHAVESTANDARDCUTWASHERSUNLESSBASEPLATESSHALLHAVESTANDARDCUTWASHERSUNLESS NOTEDOTHERWISE.WASHERSFORBASEPLATESSHALLCONFORM NOTEDOTHERWISE.WASHERSFORBASEPLATESSHALLCONFORM TOASTMF844UNLESSTOASTMF844UNLESS NOTEDOTHERWISE,ANDSHALLBE
NOTEDOTHERWISE,ANDSHALLBE PLACEDATTOPANDPLACEDATTOPAND BOTTOMOFPLATE.BOTTOMOFPLATE. "SLIP-CRITICAL"BOLTEDCONNECTIONS:
"SLIP-CRITICAL"BOLTEDCONNECTIONS:
PROVIDE1/2"DIAMETERSTITCHBOLTSAND
PROVIDE1/2"DIAMETERSTITCHBOLTSAND RINGFILLS,SPACEDATRINGFILLS,SPACEDAT NOTMORETHANNOTMORETHAN 2'-0"ON
2'-0"ON CENTERFORALLCENTERFORALL DOUBLEANGLEMEMBERS.DOUBLEANGLEMEMBERS. ATWOODTO
ATWOODTO STEELPARALLELCONTACT,BOLTWITH1/2"STEELPARALLELCONTACT,BOLTWITH1/2" DIAMETERBOLTSATMAXIMUMDIAMETERBOLTSATMAXIMUM 24"CC.
24"CC. HOLESFORUNFINISHEDBOLTS
HOLESFORUNFINISHEDBOLTS SHALLBEOFSHALLBEOF THESAMENOMINALDIAMETEROFTHESAMENOMINALDIAMETEROF THEBOLTTHEBOLT PLUS1/16".
PLUS1/16". USESTANDARDAISCGAGEANDUSESTANDARDAISCGAGEAND PITCHFORBOLTSPITCHFORBOLTS EXCEPTASNOTEDEXCEPTASNOTED OTHERWISE.
OTHERWISE. WELDINGSHALLBEDONE
WELDINGSHALLBEDONE BYTHEELECTRICARCBYTHEELECTRICARC PROCESSINACCORDANCEWITHPROCESSINACCORDANCEWITH AMERICANAMERICAN WELDINGSOCIETYSTANDARDS,USINGONLYCERTIFIEDWELDERS. WELDINGSOCIETYSTANDARDS,USINGONLYCERTIFIEDWELDERS. ALLGROOVEWELDSSHALLALLGROOVEWELDSSHALL HAVECOMPLETEPENETRATIONUNLESSNOTEDOTHERWISE.ALL
HAVECOMPLETEPENETRATIONUNLESSNOTEDOTHERWISE.ALL EXPOSEDWELDSSHALLBEEXPOSEDWELDSSHALLBE GROUNDSMOOTH.
GROUNDSMOOTH. ALLELECTRODESFORWELDINGSHALLALLELECTRODESFORWELDINGSHALL COMPLYWITHAWSCODE,COMPLYWITHAWSCODE, E70E70 SERIESMINIMUM.
SERIESMINIMUM. WELDLENGTHSCALLEDFOR
WELDLENGTHSCALLEDFOR ONPLANSAREONPLANSARE THENETEFFECTIVELENGTHSREQUIRED.THENETEFFECTIVELENGTHSREQUIRED. MINIM
MINIMUMFILLEUMFILLETWELDSTWELDS:: 3/163/16"@T"@T <1/2"<1/2" 1 / 4 1 / 4"" @ T < 3 / 4 "@ T < 3 / 4 " 5/16"@T>3/4" 5/16"@T>3/4" WELDINGPROCEDURESPECIFICATIONS(WPS)
WELDINGPROCEDURESPECIFICATIONS(WPS) FORSHOPANDFORSHOPAND FIELDPREQUALIFIEDWELDJOINTSFIELDPREQUALIFIEDWELDJOINTS ANDWELDJOINTS
ANDWELDJOINTS QUALIFIEDBYTESTSHALLBEPREPAREDFORQUALIFIEDBYTESTSHALLBEPREPAREDFOR REVIEW REVIEW PRIORTOFABRICATION.PRIORTOFABRICATION. ALLWELDINGPROCEDUREITEMSSUCH
ALLWELDINGPROCEDUREITEMSSUCH ASBASEMETALS,WELDINGPROCESSES,FILLERMETALSASBASEMETALS,WELDINGPROCESSES,FILLERMETALS ANDJOINTDETAILSTHAT
ANDJOINTDETAILSTHAT MEETTHEREQUIREMENTSOFAWSMEETTHEREQUIREMENTSOFAWS D1.1SECTION5.1D1.1SECTION5.1 SHALLBESHALLBE CONSIDEREDASPREQUALIFIED.ANY
CONSIDEREDASPREQUALIFIED.ANY CHANGEORSUBSTITUTIONTHATCHANGEORSUBSTITUTIONTHAT ISBEYONDTHERANGEISBEYONDTHERANGE ORTOLERANCEOR
ORTOLERANCEOR REQUIREMENTSFORPREQUALIFICATIOREQUIREMENTSFORPREQUALIFICATIONSHALLNSHALL BEQUALIFIEDBYTESTPERBEQUALIFIEDBYTESTPER AWSD1.1SECTION5
AWSD1.1SECTION5 PARTB.QUALIFICATIONTESTINGISREQUIREDPARTB.QUALIFICATIONTESTINGISREQUIRED WHENTHEDEPTHWHENTHEDEPTH OFOF APARTIALPENETRATIONORCOMPLETEPENETRATIONWELDIS APARTIALPENETRATIONORCOMPLETEPENETRATIONWELDIS 2"OR2"OR GREATER.GREATER. FORNONDESTRUCTIVETESTINGOFWELDEDCONNECTIONS
FORNONDESTRUCTIVETESTINGOFWELDEDCONNECTIONS EXCLUDINGPRIMARYMEMBERSOFEXCLUDINGPRIMARYMEMBERSOF MOMENTRESISTINGFRAMES:
MOMENTRESISTINGFRAMES:
BASEMETALTHICKERTHAN1
BASEMETALTHICKERTHAN1 INCHWHENINCHWHEN SUBJECTTOTHROUGHTHICKNESSWELDSUBJECTTOTHROUGHTHICKNESSWELD SHRINKAGESTRAINS.
SHRINKAGESTRAINS.
ALLCOMPLETEPENETRATIONGROOVEORBUTTWELDS. ALLCOMPLETEPENETRATIONGROOVEORBUTTWELDS. ALLPARTIALPENETRATIONGROOVEWELDSWHENUSED ALLPARTIALPENETRATIONGROOVEWELDSWHENUSED INCOLUMNINCOLUMN SPLICES.SPLICES. 1. 1. 2. 2. 3. 3. 4. 4. 5. 5. 6. 6. 7. 7. 8. 8. 9. 9. 10. 10. 11. 11. 12. 12. 13. 13. 14. 14. 15. 15. 16. 16. 17. 17. 18. 18. THESPECIALINSPECTORMUSTBEPRESENTDURING
THESPECIALINSPECTORMUSTBEPRESENTDURING INSTALLATIONANDTIGHTENINGINSTALLATIONANDTIGHTENING OPERATIONOF"SLIP-CRITICAL"CONNECTIONS.
OPERATIONOF"SLIP-CRITICAL"CONNECTIONS.
WELDEDCONNECTIONSSHALLBETESTEDBY
WELDEDCONNECTIONSSHALLBETESTEDBY NONDESTRUCTIVEMETHODSFORNONDESTRUCTIVEMETHODSFOR COMPLIANCEWITHAISC
COMPLIANCEWITHAISC J2,ANDJ2,AND JOBSPECIFICATIONS.ULTRASONICTESTINGSHALLJOBSPECIFICATIONS.ULTRASONICTESTINGSHALL BEINACCORDANCE
BEINACCORDANCE WITHAWSD1.1,WITHAWSD1.1, ASTME164ANDASMEASTME164ANDASME SECTIONV.SECTIONV. RADIOGRAPHYSHALLBEINACCORDANCE
RADIOGRAPHYSHALLBEINACCORDANCE WITHAWSD1.1,WITHAWSD1.1, ASTME94ANDASTME94AND E99,E99, ANDASMESECTIONV.THISTESTINGSHALL
ANDASMESECTIONV.THISTESTINGSHALL BEPARTOFBEPARTOF THESPECIALINSPECTIONTHESPECIALINSPECTION REQUIREMENTSOFCBCSECTION1704.3
REQUIREMENTSOFCBCSECTION1704.3 PERFORMEDBYANAPPROVEDINDEPENDENTPERFORMEDBYANAPPROVEDINDEPENDENT TESTINGLABORATORYASFOLLOWS:
TESTINGLABORATORYASFOLLOWS:
ANYMATERIALDISCONTINUITIESSHALLBEACCEPTEDORR ANYMATERIALDISCONTINUITIESSHALLBEACCEPTEDORR EJECTEDONTHEEJECTEDONTHE BASISOFBASISOF DEFECTRATINGINACCORDANCE
DEFECTRATINGINACCORDANCE WITHTHE(LARGERREFLECTOR)CRITERIAOFWITHTHE(LARGERREFLECTOR)CRITERIAOF AISCJ2.AISCJ2. A) A) B) B) B) B) A)
A) "SLIP-CRITICAL"SLIP-CRITICAL"CONNECTIONS(A325SCDESIGN"CONNECTIONS(A325SCDESIGN VALUESWITHSPECIALINSPECTION)VALUESWITHSPECIALINSPECTION) AREREQUIREDATALL
AREREQUIREDATALL BRACEDFRAMECONNECTIONS,ATALLBRACEDFRAMECONNECTIONS,ATALL CONNECTIONSALONGCONNECTIONSALONG CHORDLIN
CHORDLINESANDDRAGLINEESANDDRAGLINES(ASNOTEDONPLAS(ASNOTEDONPLANS),ANDUNO,ATALNS),ANDUNO,ATALLBOLTSINLBOLTSIN OVERSIZEDORSLOTTEDHOLES. OVERSIZEDORSLOTTEDHOLES. 1. 1. 2. 2. 3. 3. DRILLED-INANCHORS DRILLED-INANCHORS 305TN001-1 305TN001-1 ANCHORSSHALLBEINSTALLEDIN
ANCHORSSHALLBEINSTALLEDIN ACCORDANCEWITHTHEACCORDANCEWITHTHE REQUIREMENTSGIVENINTHEREQUIREMENTSGIVENINTHE ICCREPORT.
ICCREPORT.
UNLESSNOTEDOTHERWISEANCHORSHAVEBEEN
UNLESSNOTEDOTHERWISEANCHORSHAVEBEEN DESIGNEDFORSPECIALINSPECTION.DESIGNEDFORSPECIALINSPECTION. PROVIDESPECIALINSPECTIONASINDICATEDIN
PROVIDESPECIALINSPECTIONASINDICATEDIN THEICCTHEICC REPORT.REPORT. WHENINSTALLINGDRILLED-INANCHORSIN
WHENINSTALLINGDRILLED-INANCHORSIN EXISTINGCONCRETEORMASONRY,USECAREEXISTINGCONCRETEORMASONRY,USECARE ANDAND CAUTIONTOAVOID
CAUTIONTOAVOID CUTTINGORDAMAGINGCUTTINGORDAMAGING EXISTINGREINFORCINGBARS.DOEXISTINGREINFORCINGBARS.DO NOTNOT INSTALLINSTALL ANCHORSINPRESTRESSEDCONCRETEELEMENTS.
ANCHORSINPRESTRESSEDCONCRETEELEMENTS. ANCHORSINSTALLEDFROMTHEBOTTOM
ANCHORSINSTALLEDFROMTHEBOTTOM INTOMETALDECKWITHINTOMETALDECKWITH CONCRETESHALLBECONCRETESHALLBE INSTALLEDINTHECENTER
INSTALLEDINTHECENTER OFTHELOW OFTHELOW FLUTEOFTHEFLUTEOFTHE DECKINGUNLESSNOTEDOTHERWISEDECKINGUNLESSNOTEDOTHERWISE INICC
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( IN .N .)) ( L( LBLOADLOADBSS. ). ) (FT.LBS.)(FT.LBS.)TORQUETORQUE (LBS.)(LBS.)LOADLOAD (FT.LBS.)(FT.LBS.)TORQUETORQUE (LBS.)(LBS.)LOADLOAD (FT.LBS.)(FT.LBS.)TORQUETORQUE
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3.
TESTINGSHALLOCCURA
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SPECIFICATIONSORONSOR NOTATIONALERRORSINTHENOTATIONALERRORSINTHE WORKINGDETAILSWHERETHEINTERPRETATIONISWORKINGDETAILSWHERETHEINTERPRETATIONIS DOUBTFULORWHERE
DOUBTFULORWHERE THEERRORISTHEERRORIS SUFFICIENTLYAPPARESUFFICIENTLYAPPARENTASTONTASTO PLACEAREASONABLYPRUDENTPLACEAREASONABLYPRUDENT CONTRACTORONNOTICE
CONTRACTORONNOTICE THAT,SHOULDHETHAT,SHOULDHE ELECTTOPROCEED,HEELECTTOPROCEED,HE ISDOINGSOISDOINGSO ATHISOWNATHISOWN RISK.RISK. CONSTRUCTIONSHALLCONFORMTO
CONSTRUCTIONSHALLCONFORMTO ALLAPPLICABLECODESANDREGULATIONS.ALLAPPLICABLECODESANDREGULATIONS. SHOPDRAWINGNOTE:
SHOPDRAWINGNOTE: SHOPDRAWINGSSHALLBE
SHOPDRAWINGSSHALLBE SUBMITTEDINTHEFORMSUBMITTEDINTHEFORM OFTHREECOPIESMINIMUMOFTHREECOPIESMINIMUM OFEACHSHEET.OFEACHSHEET. THEPURPOSEOFSHOP
THEPURPOSEOFSHOP DRAWINGSSUBMITTALSBYTHECONTRACTORISDRAWINGSSUBMITTALSBYTHECONTRACTORIS TODEMONSTRATETOTODEMONSTRATETO THESTRUCTURALENGINEERTHATHE
THESTRUCTURALENGINEERTHATHE UNDERSTANDSTHEDESIGNCONCEPTBYINDICATINGWHICHUNDERSTANDSTHEDESIGNCONCEPTBYINDICATINGWHICH MATERIALHEINTENDSTO
MATERIALHEINTENDSTO FURNISHANDINSTALL,ANDFURNISHANDINSTALL,AND BYDETAILINGTHEFABRICATIONAND
BYDETAILINGTHEFABRICATIONAND INSTALLATIONMETHODSHEINTENDSTOUSEINSTALLATIONMETHODSHEINTENDSTOUSE ONAONA STANDSTAND ALONESETOF
ALONESETOF DOCUMENTS.DUPLICATIONOFDOCUMENTS.DUPLICATIONOF DESIGNDOCUMENTSFORTHEDESIGNDOCUMENTSFORTHE PURPOSEOFSHOPPURPOSEOFSHOP DRAWINGSISNOT
DRAWINGSISNOT ACCEPTABLACCEPTABLE.E. PRIORTOFABRICATION,SHOPDRAWINGS
PRIORTOFABRICATION,SHOPDRAWINGS SHALLBESUBMITTEDFORREVIEW SHALLBESUBMITTEDFORREVIEW BYTHESTRUCTURALBYTHESTRUCTURAL ENGINEER.SHOP
ENGINEER.SHOP DRAWINGSUBMITTALSSHALLINCLUDE,BUTAREDRAWINGSUBMITTALSSHALLINCLUDE,BUTARE NOTNECESSARILYLIMITEDTO,NOTNECESSARILYLIMITEDTO, STRUCTURALSTEEL,REINFORCINGSTEEL,&GLUED
STRUCTURALSTEEL,REINFORCINGSTEEL,&GLUED LAMINATEDBEAMS.LAMINATEDBEAMS. PRIORTOSUBMISSIONTHE
PRIORTOSUBMISSIONTHE CONTRACTORSHALLREVIEW CONTRACTORSHALLREVIEW ALLSUBMITTALSFORCONFORMANCEALLSUBMITTALSFORCONFORMANCE WITHTHECONTRACT
WITHTHECONTRACT DOCUMENTSANDSHALLSTAMPSUBMITTALSASBEING"REVIEWEDFORDOCUMENTSANDSHALLSTAMPSUBMITTALSASBEING"REVIEWEDFOR CONFORMANCE".
CONFORMANCE".
SHOPDRAWINGSSUBMITTALSPROCESSEDBYTHESTRUCTURALENGINEERARENOT SHOPDRAWINGSSUBMITTALSPROCESSEDBYTHESTRUCTURALENGINEERARENOT CHANGEORDERS.CHANGEORDERS. ANYDETAILON
ANYDETAILON THESHOPDRAWINGTHATTHESHOPDRAWINGTHAT DEVIATESFROMTHECONTRACTDOCUMENTSSHALLDEVIATESFROMTHECONTRACTDOCUMENTSSHALL CLEARLYBEMARKEDWITHTHE
CLEARLYBEMARKEDWITHTHE NOTE"THISANOTE"THISA CHANGE".CHANGE". SHOPDRAWINGSOR
SHOPDRAWINGSOR CALCULATIONSSUBMITTECALCULATIONSSUBMITTEDFORDFOR REVIEW REVIEW THATREQUIRERESUBMITTALFORTHATREQUIRERESUBMITTALFOR RE-REVIEW
RE-REVIEW SHALLBEBILLEDHOURLYSHALLBEBILLEDHOURLY FORSUCHTIMEFORSUCHTIME TOTHEGENERALTOTHEGENERAL CONTRACTOR.RE-REVIEWCONTRACTOR.RE-REVIEW WILLNOTPROCEED
WILLNOTPROCEED WITHOUTWRITTENAPPROVALFROMTHEGENERALCONTRACTORFORWITHOUTWRITTENAPPROVALFROMTHEGENERALCONTRACTORFOR ADDITIONALENGINEERINGREVIEW SERVICES.
ADDITIONALENGINEERINGREVIEW SERVICES. SAFETYNOTE:
SAFETYNOTE:
THECONTRACTORSHALLNOTIFYTHE
THECONTRACTORSHALLNOTIFYTHE ARCHITECTANDSTRUCTURALENGINEERWHEREAARCHITECTANDSTRUCTURALENGINEERWHEREA CONFLICTORCONFLICTOR DISCREPANCYOCCURSBETWEENTHESTRUCTURALDRAWINGSANDANY
DISCREPANCYOCCURSBETWEENTHESTRUCTURALDRAWINGSANDANY OTHERPORTIONOFOTHERPORTIONOF THETHE CONTRACTDOCUMENTSOREXISTINGFIELD
CONTRACTDOCUMENTSOREXISTINGFIELD CONDITIONS.SUCHCONDITIONS.SUCH NOTIFICATIONSHALLBEGIVENINNOTIFICATIONSHALLBEGIVENIN DUEDUE TIMESOASNOT
TIMESOASNOT TOAFFECTTHECONSTRUCTIONSCHEDULE.TOAFFECTTHECONSTRUCTIONSCHEDULE. INCASEOFINCASEOF ACONFLICTBETWEENACONFLICTBETWEEN STRUCTURALDRAWINGSANDSPECIFICATIONSTHEMORERESTRICTIVECONDITIONSHALLTAKE STRUCTURALDRAWINGSANDSPECIFICATIONSTHEMORERESTRICTIVECONDITIONSHALLTAKE PRECEDENCEUNLESSWRITTENAPPROVALHASBEENGIVENFOR
PRECEDENCEUNLESSWRITTENAPPROVALHASBEENGIVENFOR THELEASTRESTRICTIVE.THELEASTRESTRICTIVE. CONTRACTORSHALLVERIFYALLDIMENSIONSWITHARCHITECTURALPRIOR
CONTRACTORSHALLVERIFYALLDIMENSIONSWITHARCHITECTURALPRIOR TOCOMMENCINGANYWORK.TOCOMMENCINGANYWORK. WHERENOSPECIFICDETAILIS
WHERENOSPECIFICDETAILIS SHOWN,THECONSTRUCTIONSHALLBESHOWN,THECONSTRUCTIONSHALLBE IDENTICALORSIMILARTOIDENTICALORSIMILARTO THATTHAT INDICATEDFORLIKECASESOF
INDICATEDFORLIKECASESOF CONSTRUCTIONONTHISCONSTRUCTIONONTHIS PROJECT.SHOULDPROJECT.SHOULD THEREBEANYQUESTION,THEREBEANYQUESTION, CONTACTTHEARCHITECTAND
CONTACTTHEARCHITECTAND STRUCTURALENGINEERPRIORTOPROCEEDING.STRUCTURALENGINEERPRIORTOPROCEEDING. WHENCONSTRUCTIONATTACHESTOAN
WHENCONSTRUCTIONATTACHESTOAN EXISTINGBUILDING,ACOMPLETESETOFEXISTINGBUILDING,ACOMPLETESETOF DRAWINGSOFTHEDRAWINGSOFTHE EXISTINGEXISTING BUILDINGSHALLBEKEPTON
BUILDINGSHALLBEKEPTON THEJOBSITE.THEJOBSITE. CONTRACTORTOOBTAINTHESEDRAWINGSCONTRACTORTOOBTAINTHESEDRAWINGS FROMTHEOWNER.FROMTHEOWNER. CONTRACTORSHALLPROVIDEANALLOWANCEEQUAL
CONTRACTORSHALLPROVIDEANALLOWANCEEQUAL TO2%OFTO2%OF THEBIDFORTHEBIDFOR STRUCTURALSTEEL,STRUCTURALSTEEL, MISC.IRONAND
MISC.IRONAND REINFORCINGSTEELTOBEREINFORCINGSTEELTOBE USEDATTHEUSEDATTHE DISCRETIONOFTHEDISCRETIONOFTHE STRUCTURALSTRUCTURAL ENGINEER.UNUSEDAMOUNT
ENGINEER.UNUSEDAMOUNT TOREVERTTOTOREVERTTO THEOWNERUPONTHEOWNERUPON COMPLETIONOFTHEJOB.COMPLETIONOFTHEJOB. ANYSUBSTITUTIONSFORSTRUCTURALMEMBERS,HARDWAREORDETAILSSHALLBE ANYSUBSTITUTIONSFORSTRUCTURALMEMBERS,HARDWAREORDETAILSSHALLBE REVIEWEDBYTHEREVIEWEDBYTHE ARCHITECTANDSTRUCTURALENGINEER.
ARCHITECTANDSTRUCTURALENGINEER. SUCHREVIEW SUCHREVIEW WILLBEBILLEDONWILLBEBILLEDON ATIMEANDATIMEAND MATERIALSMATERIALS BASISTOTHEGENERALCONTRACTORWITH
BASISTOTHEGENERALCONTRACTORWITH NOGUARANTEETHATTHESUBSTITUTIONWILLNOGUARANTEETHATTHESUBSTITUTIONWILL BEALLOWED.BEALLOWED. DONOT
DONOT SCALEDRAWINGS.CONTACTSCALEDRAWINGS.CONTACT THEARCHITECTORTHEARCHITECTOR STRUCTURALENGINEERFORANYSTRUCTURALENGINEERFORANY DIMENSIONSNOTSHOWN.
DIMENSIONSNOTSHOWN. THESEDRAWINGSARENOT
THESEDRAWINGSARENOT COMPLETEUNTILREVIEWEDANDACCEPTEDBYLOCALCOMPLETEUNTILREVIEWEDANDACCEPTEDBYLOCAL BUILDINGOFFICIALSBUILDINGOFFICIALS ANDSIGNEDBYTHE
ANDSIGNEDBYTHE OWNERANDTHEOWNERANDTHE STRUCTURALENGINEER.STRUCTURALENGINEER. GENERALNOTES
GENERALNOTES 100SN001-1 100SN001-1
ITISTHE
ITISTHE CONTRACTORSRESPONSIBILICONTRACTORSRESPONSIBILITYTOCOMPLYWITHTYTOCOMPLYWITH THEPERTINENTSECTIONS,ASTHEYTHEPERTINENTSECTIONS,ASTHEY APPLYTOTHISPROJECT,OF
APPLYTOTHISPROJECT,OF THE"CONSTRUCTIONSAFETYORDERS"ISSUEDBYTHE"CONSTRUCTIONSAFETYORDERS"ISSUEDBY THESTATEOFTHESTATEOF CALIFORNIALATESTEDITION,ANDALL
CALIFORNIALATESTEDITION,ANDALL OSHAREQUIREMENTS.OSHAREQUIREMENTS. THEOWNERAND
THEOWNERAND THESTRUCTURALENGINEERDOTHESTRUCTURALENGINEERDO NOTACCEPTANYRESPONSIBILITYFORTHENOTACCEPTANYRESPONSIBILITYFORTHE CONTRACTOR'SFAILURETOCOMPLYWITHTHESE
CONTRACTOR'SFAILURETOCOMPLYWITHTHESE REQUIREMENTSREQUIREMENTS.. THECONTRACTORSHALLBE
THECONTRACTORSHALLBE RESPONSIBLEFORADEQUATEDESIGNANDCONSTRUCTIONOFRESPONSIBLEFORADEQUATEDESIGNANDCONSTRUCTIONOF ALLALL FORMSANDSHORING
FORMSANDSHORING REQUIRED.REQUIRED.
FORCONVENIENCE,SPECIFICATIONSHAVEBEENPREPAREDFORTHISPROJECT FORCONVENIENCE,SPECIFICATIONSHAVEBEENPREPAREDFORTHISPROJECT ANDAREANDARE ARRANGEDINSEVERALSECTIONS,
ARRANGEDINSEVERALSECTIONS, BUTSUCHSEPARATIONSHALLNOT
BUTSUCHSEPARATIONSHALLNOT BECONSIDEREDASTHEBECONSIDEREDASTHE LIMITSOFTHEWORKLIMITSOFTHEWORK REQUIREDOFANYREQUIREDOFANY SEPARATETRADE.THETERMSAND
SEPARATETRADE.THETERMSAND CONDITIONSOFSUCHCONDITIONSOFSUCH LIMITATIONSAREWHOLLYBETWEENTHELIMITATIONSAREWHOLLYBETWEENTHE CONTRACTORANDHIS
CONTRACTORANDHIS SUBCONTRACTORSSUBCONTRACTORS.. 1. 1. 2. 2. 3. 3. 4. 4. 5. 5. 6. 6. 7. 7. 8. 8. 9. 9. 10. 10. 11. 11. A. A. B. B. C. C. D. D. E. E. F. F. G. G. A. A. B. B. C. C. A. A. B. B. C. C. AB AB ABV ABV AGG AGG BLW BLW BOF BOF BTWN BTWN CC CC CTJ CTJ CLR CLR CMU CMU CJ CJ CONT CONT CONTR CONTR CP CP CSK CSK DF DF DL DL DO DO DSA DSA DWG DWG (E) (E) EF EF EJ EJ EL EL EN EN EOS EOS EQ EQ EW EW EWEF EWEF FB FB FC FC FF FF FS FS GA GA GLB GLB HDR HDR HSB HSB HSS HSS HT HT IOR IOR JH JH LL LL LLH LLH LLV LLV LS LS LW LW MB MB MFR MFR - --- - - --- - --- - --- - --- - --- ---ANCHORBOLT ANCHORBOLT ABOVE ABOVE AGGREGATE AGGREGATE BELOW BELOW BOTTOMOFFOOTING BOTTOMOFFOOTING BETWEEN BETWEEN CENTERTOCENTER CENTERTOCENTER CONTROLJOINT CONTROLJOINT CLEAR CLEAR CONCRETEMASONRYUNIT CONCRETEMASONRYUNIT CONSTRUCTIONJOINT CONSTRUCTIONJOINT CONTINUOUS CONTINUOUS CONTRACTOR CONTRACTOR COMPLETEJOINTPENETRATION COMPLETEJOINTPENETRATION COUNTERSINK COUNTERSINK DOUGLASFIR DOUGLASFIR DEADLOAD DEADLOAD DITTO DITTO DIVISIONOFTHE DIVISIONOFTHE STATESTATE ARCHITECT ARCHITECT DRAWING DRAWING EXISTING EXISTING EACHFACE EACHFACE EXPANSIONJOINT EXPANSIONJOINT ELEVATION ELEVATION EDGENAILING EDGENAILING EDGEOFSLAB EDGEOFSLAB EQUAL EQUAL EACHWAY EACHWAY EACHWAYEACHFACE EACHWAYEACHFACE FACEOFBLOCK(ORBRICK) OR FACEOFBLOCK(ORBRICK) OR FLATBAR FLATBAR FACEOFCONCRETEOR FACEOFCONCRETEOR FRAMINGCLIP(SIMPSONA35) FRAMINGCLIP(SIMPSONA35) FINISHFLOOR FINISHFLOOR FACEOFSTU FACEOFSTUDORFARSIDEDORFARSIDE GAUGEORGAGE GAUGEORGAGE GLUEDLAMINATEDBEAM GLUEDLAMINATEDBEAM HEADER HEADER HIGHSTRENGTHBOLT HIGHSTRENGTHBOLT HOLLOW STRUCTURALSECTION HOLLOW STRUCTURALSECTION HEIGHT HEIGHT INSPECTOROFRECORD INSPECTOROFRECORD JOISTHANGER JOISTHANGER LIVELOAD LIVELOAD LONGLEGHORIZONTAL LONGLEGHORIZONTAL LONGLEGVERTICAL LONGLEGVERTICAL LAGSCREW LAGSCREW LIGHTWEIGHT LIGHTWEIGHT MACHINEBOLT MACHINEBOLT MANUFACTURER MANUFACTURER MI MI (N) (N) NIC NIC NS NS NTS NTS NW NW OH OH OSB OSB OSHPD OSHPD PC PC PP PP PT PT RWD RWD SC SC SHTG SHTG SIM SIM SMS SMS SP SP STFNR STFNR STGRD STGRD T&B T&B T&G T&G THRD THRD TN TN TO TO TOC TOC TOF TOF TOS TOS TOW TOW TS TS UNO UNO W/ W/ W/C W/C W/O W/O WP WP WS WS WWF WWF È È É É Ê Ê ## SQ SQ Ø Ø (A) (A) (B) (B) --- --- - --- - --- - --- - --- - --- - --- - ---MALLEABLEIRON MALLEABLEIRON NEW NEW NOTIN NOTIN CONTRACTCONTRACT NEARSIDE NEARSIDE NOTTOSCALE NOTTOSCALE NORMALWEIGHT NORMALWEIGHT OPPOSITEHAND OPPOSITEHAND ORIENTEDSTRANDBOARD ORIENTEDSTRANDBOARD OFFICEOFSTATEWIDE OFFICEOFSTATEWIDE HEALTHPLANNING& HEALTHPLANNING& DEVELOPMENT DEVELOPMENT PIECE PIECE PARTIALJOINTPENETRATION PARTIALJOINTPENETRATION PRESSURETREATED PRESSURETREATED REDWOOD REDWOOD SLIPCRITICAL SLIPCRITICAL SHEATHING SHEATHING SIMILAR SIMILAR SHEETMETALSCREW SHEETMETALSCREW STRUCTURALPANEL STRUCTURALPANEL STIFFENER STIFFENER STAGGERED STAGGERED TOP&BOTTOM TOP&BOTTOM TONGUE&GROOVE TONGUE&GROOVE THREADED THREADED TOENAIL TOENAIL TOPOF TOPOF TOPOFCONCRETE(SLAB TOPOFCONCRETE(SLAB UNO)UNO) TOPOFFOOTING TOPOFFOOTING OROR TOPOFFRAMING TOPOFFRAMING TOPOFSTEEL TOPOFSTEEL TOPOFWALL TOPOFWALL TUBESTEEL TUBESTEEL UNLESSNOTEDOTHERWISE UNLESSNOTEDOTHERWISE WITH WITH WATER/CEMENT WATER/CEMENT WITHOUT WITHOUT WORKPOINT WORKPOINT WOODSCREW WOODSCREW WELDEDWIREFABRIC WELDEDWIREFABRIC CENTERLINE CENTERLINE PLATE PLATE WIDEFLANGE WIDEFLANGE NUMBERORPOUNDS NUMBERORPOUNDS SQUARE SQUARE ROUND ROUND CONTWOODIN CONTWOODIN SECTIONSECTION WOODBLOCKINGIN WOODBLOCKINGIN SECTIONSECTION ENDOFWOOD ENDOFWOOD PIECEPIECE "MEMBER"ABOVE "MEMBER"ABOVE "MEMBER"BELOW "MEMBER"BELOW 100TN003-1 100TN003-1 ABBREVIATIONS ABBREVIATIONS .. SPECIALINSPECTIONSANDTESTINGSHALLBEPROVIDED
SPECIALINSPECTIONSANDTESTINGSHALLBEPROVIDED BYANINSPECTIONAGENCY,EMPLOYEDBYANINSPECTIONAGENCY,EMPLOYED BYTHEOWNER,
BYTHEOWNER, ANDQUALIFIEDBYTHEANDQUALIFIEDBYTHE BUILDINGOFFICIALTOINSPECTTHEBUILDINGOFFICIALTOINSPECTTHE PARTICULARTYPEOFPARTICULARTYPEOF CONSTRUCTION.TESTSAND
CONSTRUCTION.TESTSAND INSPECTIONS,ASREQUIREDBYSECTIONS109A,1704A,INSPECTIONS,ASREQUIREDBYSECTIONS109A,1704A, 1707AAND1707AAND 1708AOFTHE
1708AOFTHE 2007CBCW/2007CBCW/ CAAMENDMENTS,SHALLBEPERFORMEDDURINGCAAMENDMENTS,SHALLBEPERFORMEDDURING CONSTRUCTIONONCONSTRUCTIONON THETYPESOFWORK
THETYPESOFWORK LISTEDBELOW:LISTEDBELOW:
IINNSSPPEECCTTIIOONNSS TTEESSTTIINNGG S T
S TE EE EL C OL C ON SN ST RT RU CU CT IT IO NO N S ES EC TC TI OI ONN1 70 41 70 4A .A .3 & T A3 & T AB LB LE 1 7E 1 70 40 4A .A .33 S ES EC TC TI OI ON 1 7N 1 70 80 8A .A .44 S
SHHOOPP FFRRAABBRRIICCAATTIIOONN SSEECCTTIIOONN11770044AA..33..22..11 --S
STTEEEEL JL JOOI SI ST AT AN DN DJ OJ OI SI ST GT GIIR DR DEER SR S SSEEC TC TI OI ONN1 71 7004 A4 A. 3. 3. 2. 2. 2. 2 --LLIIGGHHT -T -FFRRAAMMEED SD STTEEEEL TL TRRUUSSSS SSEECCTTIIOONN11770044AA..33..22..33 --C O
C ON CN CR ER ET E CT E CO NO NS TS TR UR UC TC TI OI ONN S ES EC TC TI OI ONN1 71 70 40 4A .A .4 & T A4 & T AB LB LE 1 7E 1 70 40 4A .A .44 S ES EC TC TI OI ON 1 7N 1 70 80 8A .A .33 B
BAATTCCH PH PLLAANNT IT INNSSPPEECCTTIIOONN SSEECCTTIIOONN11770044AA..44..33 --MAS
MASONRYCONSONRYCONSTRUCTTRUCTION-LEVEL1ION-LEVEL1 SECTSECTIONION1704A1704A.5&TABLE1704.5&TABLE1704A.5.1A.5.1 TABLTABLE1708A.E1708A.1.21.2 MAS
MASONRYCONSONRYCONSTRUCTTRUCTION-LEVEL2ION-LEVEL2 SECTSECTIONION1704A1704A.5&TABLE1704.5&TABLE1704A.5.3A.5.3 TABLTABLE1708A.E1708A.1.41.4 W
WOOOODD CCOONNSSTTRRUUCCTTIIOONN SSEECCTTIIOONN11770044AA..66 --H
HIIGGH -H -LLOOAADD DDIIAAPPHHRRAAGGMM SSEECCTTIIOONN11770044AA..66..11 --S
STTRRUUCCTTUURRAAL GL GLLUU--LLAAM TM TIIMMBBEERR SSEECCTTIIOONN11770044AA..66..22..11 --O
OPPEENN WWEEBB TTRRUUSSSSEESS SSEECCTTIIOONN11770044AA..66..22..22 --T
TIIMMBBEER CR COONNNNEECCTTOORRSS SSEECCTTIIOONN11770044AA..66..22..33 --S
SOOIILLSS SSEECCTTIIOONN11770044AA..77 && TTAABBLLEE 11770044AA..77 --P
PI LI LE FE FO UO UN DN DAATTI OI ON SN S SSEEC TC TI OI ONN1 71 7004 A4 A. 8. 8& T& TAABBL EL E117 07 044AA. 8. 8 --P
PI EI ER FR FOOU NU ND AD AT IT IO NO NSS SSEEC TC TI OI ONN1 71 70 40 4AA. 9. 9& T& TAABBL EL E117 07 044A .A .99 --S
SHHOOTTCCRREETTEE SSEECCTTIIOON 1N 1 770044AA..1155 --STATEMENTOFSTRUCTURALINSPECTIONSANDTESTING STATEMENTOFSTRUCTURALINSPECTIONSANDTESTING 100TN004-1 100TN004-1 1. 1. 2.
2. INSPECTIONSMAYBECONTINUOUSORINSPECTIONSMAYBECONTINUOUSOR PERIODICASALLOWEDBYPERIODICASALLOWEDBY THEINDIVIDUALMATERIALORTHEINDIVIDUALMATERIALOR COMPONENTINSPECTIONSECTIONSANDTABLESOFSECTION1704A COMPONENTINSPECTIONSECTIONSANDTABLESOFSECTION1704A 3. 3. 4. 4. 5. 5. 6. 6. 7. 7. 8. 8. 9. 9. 10. 10. THESPECIALINSPECTORSHALLSUBMITINSPECTIONREPORTSTO THESPECIALINSPECTORSHALLSUBMITINSPECTIONREPORTSTO THEBUILDINGOFFICIALANDTHEBUILDINGOFFICIALAND THEDESIGNPROFESSIONALINRESPONSIBLECHARGE.
THEDESIGNPROFESSIONALINRESPONSIBLECHARGE. THEREPORTSSHALLINDICATEWHETHERTHEREPORTSSHALLINDICATEWHETHER WORK
WORK INSPECTEDCONFORMEDTOTHECONSTRUCTIONINSPECTEDCONFORMEDTOTHECONSTRUCTION DOCUMENTS.ANYDISCREPANCIESDOCUMENTS.ANYDISCREPANCIES SHALLBEIMMEDIATELYBROUGHTTOTHE
SHALLBEIMMEDIATELYBROUGHTTOTHE ATTENTIONOFTHECONTRACTORATTENTIONOFTHECONTRACTOR FORCORRECTION.FORCORRECTION. IFDISCREPANCIESARENOTCORRECTED,
IFDISCREPANCIESARENOTCORRECTED, THEYSHALLBEBROUGHTTHEYSHALLBEBROUGHT TOTHEATTENTIONOFTOTHEATTENTIONOF THETHE BUILDINGOFFICALANDTHE
BUILDINGOFFICALANDTHE DESIGNPROFESSIONALINRESPONSIBLECHARGE.DESIGNPROFESSIONALINRESPONSIBLECHARGE. ALLSPECIALINSPECTIONAGENCIES/INDIVIDUALSAND
ALLSPECIALINSPECTIONAGENCIES/INDIVIDUALSAND SHOPFABRICATORSSHALLBEAPPROVEDSHOPFABRICATORSSHALLBEAPPROVED BYTHEBUILDINGOFFICIAL
BYTHEBUILDINGOFFICIAL PRIORTOCOMMENCEMENTOFWORK.PRIORTOCOMMENCEMENTOFWORK. TESTINGANDINSPECTIONRECORDSSHALLBE
TESTINGANDINSPECTIONRECORDSSHALLBE RETAINEDUNTILCOMPLETIONOFCONSTRUCTION.RETAINEDUNTILCOMPLETIONOFCONSTRUCTION. THECONTRACTORSHALLSUBMITA
THECONTRACTORSHALLSUBMITA WRITTENSTATEMENTTOTHEBUILDINGOFFICIALWRITTENSTATEMENTTOTHEBUILDINGOFFICIAL ACKNOWLEDGINGRESPONSI
ACKNOWLEDGINGRESPONSIBILITYFORCONSTRUCTIONOFBILITYFORCONSTRUCTIONOF THEMAINLATERAL-THEMAINLATERAL- FORCEFORCE RESISTINGSYSTEMPRIORTOCOMMENCEMENTOFTHATWORK RESISTINGSYSTEMPRIORTOCOMMENCEMENTOFTHATWORK ASREQUIREDBYSECTIONASREQUIREDBYSECTION 1706AOFTHE
1706AOFTHE 2007CBC.2007CBC. SPECIALINSPECTIONSFORSEISMICANDWIND
SPECIALINSPECTIONSFORSEISMICANDWIND RESISTANCESHALLBECONDUCTEDFORRESISTANCESHALLBECONDUCTEDFOR ALLALL ITEMSLISTEDINSECTION1705A.3
ITEMSLISTEDINSECTION1705A.3 AND1705A.4ASAPPLICABLE.AND1705A.4ASAPPLICABLE. STRUCTURALTESTINGFORSTRUCTURALTESTINGFOR SEISMICRESISTANCESHALLBEINACCORDANCEWITH
SEISMICRESISTANCESHALLBEINACCORDANCEWITH SECTION1708A.SECTION1708A. MASONRYCONSTRUCTIONLEVEL2APPLIESTO
MASONRYCONSTRUCTIONLEVEL2APPLIESTO STRUCTURESCLASSIFIESTRUCTURESCLASSIFIEDASDAS OCCUPANCYOCCUPANCY CATEGORYIVONLY.
CATEGORYIVONLY. ALLSOILSAND
ALLSOILSAND FOUNDATIONEXCAVATIONINSPECTIONSSHALLBEBYTHEGEOTECHNICLFOUNDATIONEXCAVATIONINSPECTIONSSHALLBEBYTHEGEOTECHNICL ENGINEEROFRECORD.
ENGINEEROFRECORD. FORTESTINGANDINSPECTIONREQUIREMENTSFOR
FORTESTINGANDINSPECTIONREQUIREMENTSFOR NON- STRUCTNON- STRUCTURALMATERIALSANDURALMATERIALSAND COMPONENTS,SEECONSTRUCTIONDOCUMENTSANDCOMPLYWITHCHAPTER COMPONENTS,SEECONSTRUCTIONDOCUMENTSANDCOMPLYWITHCHAPTER 17AOFTHE17AOFTHE 2007CBC. 2007CBC. CONCRETE CONCRETE 300SN001-1 300SN001-1 STRUCTURALCONCRETESHALLATTAIN28
STRUCTURALCONCRETESHALLATTAIN28 DAYCOMPRESSIVESTRENGTHASREQUIREDINDAYCOMPRESSIVESTRENGTHASREQUIREDIN NOTE#29.
NOTE#29. MAXIMUMSLUMPSHALLNOTEXCEED4MAXIMUMSLUMPSHALLNOTEXCEED4 INCHES.INCHES. CONCRETEMIXDESIGNSSHALLBE
CONCRETEMIXDESIGNSSHALLBE PREPAREDBYAREGISTEREDCIVILENGINEER,REVIEWEDBYPREPAREDBYAREGISTEREDCIVILENGINEER,REVIEWEDBY OWNER'STESTINGLABORATORYANDSUBMITTEDTOTHE
OWNER'STESTINGLABORATORYANDSUBMITTEDTOTHE STRUCTURALENGINEERFORREVIEW.STRUCTURALENGINEERFORREVIEW. CEMENTITIOUSMATERIALS
CEMENTITIOUSMATERIALS:: CEMENTSHALLCONFORMTO CEMENTSHALLCONFORMTO ASTMC-150TYPEIASTMC-150TYPEI ORII.ORII. FLYASHSHALLCONFORM
FLYASHSHALLCONFORM TOASTMC-618.TOASTMC-618. MAX.QUANTITYOFFLYASHSHALLBEMAX.QUANTITYOFFLYASHSHALLBE ASGIVENINASGIVENIN SPECS(15%MAXUNO).
SPECS(15%MAXUNO).
CONCRETEAGGREGATESSHALLCONFORMTOASTMC-33
CONCRETEAGGREGATESSHALLCONFORMTOASTMC-33 FORNORMALWEIGHTCONCRETEFORNORMALWEIGHTCONCRETE ANDASTMC-330
ANDASTMC-330 FORLIGHTWEIGHTCONCRETE.FORLIGHTWEIGHTCONCRETE. NON-SHRINKGROUTOR
NON-SHRINKGROUTOR DRYPACKSHALLCONSISTOFADRYPACKSHALLCONSISTOFA PREMIXEDNONMETALLICFORMULA.PREMIXEDNONMETALLICFORMULA. REINFORCINGSTEELSHALLCONFORMTO
REINFORCINGSTEELSHALLCONFORMTO ASTMA-615GRADE60ASTMA-615GRADE60 FOR#4FOR#4 ANDLARGER,ANDANDLARGER,AND ASTMA-615GRADE40
ASTMA-615GRADE40 FOR#3FOR#3 ANDSMALLER,EXCEPTREINFORCINGSTEELTOANDSMALLER,EXCEPTREINFORCINGSTEELTO BEWELDEDBEWELDED SHALLCONFORMTO
SHALLCONFORMTO ASTMA-706.CONTRACTORSHALLSUBMITREBARMILLASTMA-706.CONTRACTORSHALLSUBMITREBARMILL CERTIFICATESCERTIFICATES.. ALLPREHEATINGANDWELDINGOF
ALLPREHEATINGANDWELDINGOF REINFORCINGBARSSHALLBEDONEREINFORCINGBARSSHALLBEDONE INACCORDANCEWITHINACCORDANCEWITH AWSD1.4LATESTEDITION
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LABORATORY.CONTRACTORSHALLFURNISH WPSFORALLWPSFORALL REBARWELDINGTOTHEREBARWELDINGTOTHE LABORATORY.LABORATORY. REINFORCINGSTEELSHALLBEFABRICATEDACCORDINGTO
REINFORCINGSTEELSHALLBEFABRICATEDACCORDINGTO "MANUALOFSTANDARDPRACTICE"MANUALOFSTANDARDPRACTICE FORREINFORCEDCONCRETECONSTRUCTION".
FORREINFORCEDCONCRETECONSTRUCTION". WIREFABRICSHALLCONFORM WIREFABRICSHALLCONFORM TOASTMA-185.TOASTMA-185. DIMENSIONSSHOWNFORLOCATION
DIMENSIONSSHOWNFORLOCATION OFREINFORCINGARETOOFREINFORCINGARETO THEFACEOFTHEFACEOF BARSLISTEDANDBARSLISTEDAND DENOTECLEARCOVERAGE.NON-PRESTRESSE DENOTECLEARCOVERAGE.NON-PRESTRESSED,CAST-IN-PLACECONCRETECOVERAGESHALLD,CAST-IN-PLACECONCRETECOVERAGESHALL BEASFOLLOWS,UNO: BEASFOLLOWS,UNO: CONCRETEDEPOSITEDDIRECTLYAGAINSTGROUND(EXCEPTSLABS)--- 3" CONCRETEDEPOSITEDDIRECTLYAGAINSTGROUND(EXCEPTSLABS)--- 3" CONCRETEEXPOSEDTOGROUNDOR
CONCRETEEXPOSEDTOGROUNDOR WEATHERBUTPLACEDINWEATHERBUTPLACEDIN FORMS:FORMS:
BEAMS&COLUMNS(TIES)---BEAMS&COLUMNS(TIES)--- --- 1-1/2"1-1/2" BEAMS&COLUMNS(MAINREINFORCING)---2" BEAMS&COLUMNS(MAINREINFORCING)---2" CAST-IN-PLA
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AA STRUCTURAL STRUCTURAL R R EE F F O O R R P P D D E E R R E E T T S S I I G G E E S S I I N N E E N N G G I I N N E E E E R R O O A A L L
KEY PLAN
KEY PLAN
AREAOFWORK AREAOFWORK E E T T E E C-26566 C-26566 RENEWAL RENEWAL O O S S T T T T A A C C I I L L E E T T A A I I N N C C R R DATE DATE F F CCAA IILLFF O O E E S S N N D D AAR R C C H H I I H H I I C C U U M M AA A A Y Y N N E E K K 02-28-2013 02-28-2013National Facilities Services
National Facilities Services
Post Office Box 12916
Post Office Box 12916
Oakland, California 94604
Oakland, California 94604
1/16"= 1/16"= 1'-0"1'-0" GRAPHICSCALES: GRAPHICSCALES: 5' 5' 00 5500'' 00 55'' 11//88"" == 11''--00"" 11//44"" == 11''--00"" 2255'' 00 11'' 1122'' 1/2"=1'-0" 1/2"=1'-0" 00 11'' 66'' 00 1"=1'-0" 1"=1'-0" 3/4"=1'-0" 3/4"=1'-0" 44'' 00 11'' 11/2"=1'-0" 11/2"=1'-0" 00 33'' 22'' 00 AREDUCEDPRINT AREDUCEDPRINT SCALEACCORDINGLYSCALEACCORDINGLY IFTHISSHEIFTHISSHEETISNOT30"x42ETISNOT30"x42",IT",IT ISIS 3"=1'-0" 3"=1'-0" 1' 1' Revisions Revisions F a F ac . Nc . No .o .:: B lB ld gd g. N o. N o. :. : KPProj.No.: KPProj.No.: PermitNo.: PermitNo.: F l F lo oo or L er L ev :v : S eS ec tc ti oi on :n : HYArchitects Projectnumber: HYArchitects Projectnumber: Facility Facility Project Project SheetTitle SheetTitle
This documentis thepropertyof theOwnerandis not This documentis thepropertyof theOwnerandis not tobe used withouthis writtenpermissiontobe used withouthis writtenpermission Architect/
Architect/ EngineerOf EngineerOf Record:__________________________________Record:__________________________________ _______________ _______________
Scale: Scale: BRIAN BRIAN REIL REIL Exp.3/31/13 Exp.3/31/13No.4337No.4337
1: 1: 11 M M C C : : \ \ U U s s e e r r s s \ \ K K e e v v i i n n S S C C \ \ D D e e s s k k t t o o p p \ \ R R e e v v i i t t \ \ R R S S T T 2 2 0 0 1 1 1 1 \ \ S S 1 1 1 1 - - 0 0 6 6 6 6__ K K a a i i s s e e r r M M o o r r s s e e C C U U P P r r v v . . t t 161-994 161-994
NEW CENTRAL UTILITY PLANT
NEW CENTRAL UTILITY PLANT
BUILDING
BUILDING
GENERAL NOTES
GENERAL NOTES
SACRAMENTO MEDICAL CENTER
SACRAMENTO MEDICAL CENTER
2025 MORSE AVENUE
2025 MORSE AVENUE
SACRAMENTO, CA 95825
SACRAMENTO, CA 95825
CN21 CN21 3473 3473APPLICABLE TO ALL DRAWINGS UNLESS NOTED OR SHOWN OTHERWISE APPLICABLE TO ALL DRAWINGS UNLESS NOTED OR SHOWN OTHERWISE
GENERAL NOTES
GENERAL NOTES
S1.01 S1.01 A A NNoo.. RReevviissiioonnss BByy DDaattee AApppprr.. 11 OOSSHHPPD SD SUUBBMMIITTTTAALL 99//2299//1111
