994 Structural PDF Booklet
May 8, 2018 | Author: Rommel Abenoja | Category: N/A
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Download 994 Structural PDF Booklet...
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STRUCTURALSTEEL 500TN001-1
STATEMENTOFSTRUCTURALINSPECTIONSANDTESTING 100TN004-1
GENERALNOTES 100SN001-1
1. INTERPRETATIONOF DRAWINGS&SPECIFICATIONS A. FORCONVENIENCE,SPECIFICATIONSHAVEBEENPREPAREDFORTHISPROJECT ANDARE ARRANGEDINSEVERALSECTIONS, BUTSUCHSEPARATIONSHALLNOT BECONSIDEREDASTHE LIMITSOFTHEWORK REQUIREDOFANY SEPARATETRADE.THETERMSAND CONDITIONSOFSUCH LIMITATIONSAREWHOLLYBETWEENTHE CONTRACTORANDHIS SUBCONTRACTORS. B. INGENERAL,THE WORKINGDETAILSWILLINDICATEDIMENSIONS,POSITIONAND KINDOF CONSTRUCTION,ANDTHESPECIFICATIONS,QUALITIESANDMETHODS. ANYWORKINDICATEDON THE WORKINGDETAILSANDNOT MENTIONEDINTHE SPECIFICATIONS,OR VICEVERSA,SHALLBEFURNISHED ASTHOUGHFULLY SETFORTHIN BOTH.WORK NOTPARTICULARLYDETAILED,MARKEDORSPECIFIED, SHALLBETHE SAMEASSIMILARPARTSTHATARE DETAILED,MARKEDORSPECIFIED. IFCONFLICTS OCCURON DRAWINGSAND/ORSPECIFICATIONS,THEMOSTEXPENSIVEMATERIALSORMETHODSWILL PREVAIL. C. SHOULDANERROR APPEARINTHEWORKING DETAILSORSPECIFICATIONSORIN WORKDONEBY OTHERSAFFECTINGTHISWORK,THE CONTRACTORSHALLNOTIFYTHEARCHITECTAT ONCEAND IN WRITING.IF THECONTRACTORPROCEEDSWITHTHE WORKSOAFFECTEDWITHOUTHAVING GIVENSUCH WRITTENNOTICEANDWITHOUT RECEIVINGTHENECESSARYAPPROVAL,DECISIONOR INSTRUCTIONSIN WRITINGFROMTHE OWNER,THENHE SHALLHAVENOVALID CLAIMAGAINSTTHEOWNER,FOR THECOST OFSO PROCEEDINGANDSHALLMAKEGOOD ANYRESULTINGDAMAGEOR DEFECT.NO VERBAL APPROVAL,DECISION,ORINSTRUCTIONSHALLBE VALIDORBE THEBASISFOR ANYCLAIMAGAINSTTHE OWNER,ITSOFFICERS,EMPLOYEESORAGENTS. THEFOREGOINGINCLUDESTYPICALERRORSIN THE SPECIFICATIONSOR NOTATIONALERRORSINTHE WORKINGDETAILSWHERETHEINTERPRETATIONIS DOUBTFULORWHERE THEERRORIS SUFFICIENTLYAPPARENTASTO PLACEAREASONABLYPRUDENT CONTRACTORONNOTICE THAT,SHOULDHE ELECTTOPROCEED,HE ISDOINGSO ATHISOWN RISK. 2. CONSTRUCTIONSHALLCONFORMTO ALLAPPLICABLECODESANDREGULATIONS. 3. SHOPDRAWINGNOTE: A. SHOPDRAWINGSSHALLBE SUBMITTEDINTHEFORM OFTHREECOPIESMINIMUM OFEACHSHEET. B. THEPURPOSEOFSHOP DRAWINGSSUBMITTALSBYTHECONTRACTORIS TODEMONSTRATETO THESTRUCTURALENGINEERTHATHE UNDERSTANDSTHEDESIGNCONCEPTBYINDICATINGWHICH MATERIALHEINTENDSTO FURNISHANDINSTALL,AND BYDETAILINGTHEFABRICATIONAND INSTALLATIONMETHODSHEINTENDSTOUSE ONA STAND ALONESETOF DOCUMENTS.DUPLICATIONOF DESIGNDOCUMENTSFORTHE PURPOSEOFSHOP DRAWINGSISNOT ACCEPTABLE. C. PRIORTOFABRICATION,SHOPDRAWINGS SHALLBESUBMITTEDFORREVIEW BYTHESTRUCTURAL ENGINEER.SHOP DRAWINGSUBMITTALSSHALLINCLUDE,BUTARE NOTNECESSARILYLIMITEDTO, STRUCTURALSTEEL,REINFORCINGSTEEL,&GLUED LAMINATEDBEAMS. D. PRIORTOSUBMISSIONTHE CONTRACTORSHALLREVIEW ALLSUBMITTALSFORCONFORMANCE WITHTHECONTRACT DOCUMENTSANDSHALLSTAMPSUBMITTALSASBEING"REVIEWEDFOR CONFORMANCE". E. SHOPDRAWINGSSUBMITTALSPROCESSEDBYTHESTRUCTURALENGINEERARENOT CHANGEORDERS. F. ANYDETAILON THESHOPDRAWINGTHAT DEVIATESFROMTHECONTRACTDOCUMENTSSHALL CLEARLYBEMARKEDWITHTHE NOTE"THISA CHANGE". G. SHOPDRAWINGSOR CALCULATIONSSUBMITTEDFOR REVIEWTHATREQUIRERESUBMITTALFOR RE-REVIEWSHALLBEBILLEDHOURLY FORSUCHTIME TOTHEGENERAL CONTRACTOR.RE-REVIEW WILLNOTPROCEED WITHOUTWRITTENAPPROVALFROMTHEGENERALCONTRACTORFOR ADDITIONALENGINEERINGREVIEWSERVICES. 4. SAFETYNOTE: A. ITISTHE CONTRACTORSRESPONSIBILITYTOCOMPLYWITH THEPERTINENTSECTIONS,ASTHEY APPLYTOTHISPROJECT,OF THE"CONSTRUCTIONSAFETYORDERS"ISSUEDBY THESTATEOF CALIFORNIALATESTEDITION,ANDALL OSHAREQUIREMENTS. B. THECONTRACTORSHALLBE RESPONSIBLEFORADEQUATEDESIGNANDCONSTRUCTIONOF ALL FORMSANDSHORING REQUIRED. C. THEOWNERAND THESTRUCTURALENGINEERDO NOTACCEPTANYRESPONSIBILITYFORTHE CONTRACTOR'SFAILURETOCOMPLYWITHTHESE REQUIREMENTS. 5. THECONTRACTORSHALLNOTIFYTHE ARCHITECTANDSTRUCTURALENGINEERWHEREA CONFLICTOR DISCREPANCYOCCURSBETWEENTHESTRUCTURALDRAWINGSANDANY OTHERPORTIONOF THE CONTRACTDOCUMENTSOREXISTINGFIELD CONDITIONS.SUCH NOTIFICATIONSHALLBEGIVENIN DUE TIMESOASNOT TOAFFECTTHECONSTRUCTIONSCHEDULE. INCASEOF ACONFLICTBETWEEN STRUCTURALDRAWINGSANDSPECIFICATIONSTHEMORERESTRICTIVECONDITIONSHALLTAKE PRECEDENCEUNLESSWRITTENAPPROVALHASBEENGIVENFOR THELEASTRESTRICTIVE. CONTRACTORSHALLVERIFYALLDIMENSIONSWITHARCHITECTURALPRIOR TOCOMMENCINGANYWORK. 6. WHERENOSPECIFICDETAILIS SHOWN,THECONSTRUCTIONSHALLBE IDENTICALORSIMILARTO THAT INDICATEDFORLIKECASESOF CONSTRUCTIONONTHIS PROJECT.SHOULD THEREBEANYQUESTION, CONTACTTHEARCHITECTAND STRUCTURALENGINEERPRIORTOPROCEEDING. 7. WHENCONSTRUCTIONATTACHESTOAN EXISTINGBUILDING,ACOMPLETESETOF DRAWINGSOFTHE EXISTING BUILDINGSHALLBEKEPTON THEJOBSITE. CONTRACTORTOOBTAINTHESEDRAWINGS FROMTHEOWNER. 8. CONTRACTORSHALLPROVIDEANALLOWANCEEQUAL TO2%OF THEBIDFOR STRUCTURALSTEEL, MISC.IRONAND REINFORCINGSTEELTOBE USEDATTHE DISCRETIONOFTHE STRUCTURAL ENGINEER.UNUSEDAMOUNT TOREVERTTO THEOWNERUPON COMPLETIONOFTHEJOB. 9. ANYSUBSTITUTIONSFORSTRUCTURALMEMBERS,HARDWAREORDETAILSSHALLBE REVIEWEDBYTHE ARCHITECTANDSTRUCTURALENGINEER. SUCHREVIEW WILLBEBILLEDON ATIMEAND MATERIALS BASISTOTHEGENERALCONTRACTORWITH NOGUARANTEETHATTHESUBSTITUTIONWILL BEALLOWED. 10. DONOT SCALEDRAWINGS.CONTACT THEARCHITECTOR STRUCTURALENGINEERFORANY DIMENSIONSNOTSHOWN. 11. THESEDRAWINGSARENOT COMPLETEUNTILREVIEWEDANDACCEPTEDBYLOCAL BUILDINGOFFICIALS ANDSIGNEDBYTHE OWNERANDTHE STRUCTURALENGINEER. ABBREVIATIONS
1. SPECIALINSPECTIONSANDTESTINGSHALLBEPROVIDED BYANINSPECTIONAGENCY,EMPLOYED BYTHEOWNER, ANDQUALIFIEDBYTHE BUILDINGOFFICIALTOINSPECTTHE PARTICULARTYPEOF CONSTRUCTION.TESTSAND INSPECTIONS,ASREQUIREDBYSECTIONS109A,1704A, 1707AAND 1708AOFTHE 2007CBCW/ CAAMENDMENTS,SHALLBEPERFORMEDDURING CONSTRUCTIONON THETYPESOFWORK LISTEDBELOW: INSPECTIONS TESTING S TE EL C ON ON ST RU RU CT IO N S EC TI ON ON 1 70 70 4A .3 & T AB LE 1 70 4A .3 S EC TI TI ON 1 70 70 8A 8A .4 SHOP FRABRICATION SECTION 1704A.3.2.1 STEEL JO JOI ST AN AN DJ DJ OI ST GI GIR DER S SEC TI ON 1 704 A. 3. 2. 2 LIGHT -F -FRAMED ST STEEL TRUSS SECTION 1704A.3.2.3 C ON CR CR ET E CO NS NS TR UC UC TI ON ON S EC TI ON ON 1 70 70 4A .4 & T AB LE 1 70 4A .4 S EC TI TI ON 1 70 70 8A 8A .3 BATCH PLANT N I SPECTION SECTION 1704A.4.3 MASONRYCONSTRUCTION-LEVEL1 SECTION 1704A.5&TABLE1704A.5.1 TABLE1708A.1.2 1 .2 MASONRYCONSTRUCTION-LEVEL2 SECTION 1704A.5&TABLE1704A.5.3 TABLE1708A.1.4 1 .4 WOOD CONSTRUCTION SECTION 1704A.6 HIGH -L -LOAD DIAPHRAGM SECTION 1704A.6.1 STRUCTURAL GL GLU-LAM TI TIMBER SECTION 1704A.6.2.1 OPEN WEB TRUSSES SECTION 1704A.6.2.2 TIMBER CONNECTORS SECTION 1704A.6.2.3 SOILS SECTION 1704A.7 & TABLE 1704A.7 PI LE FO FO UN DATI ON S SEC TI ON 1 704 A. 8& 8& TA TABL E1 E17 04A. 8 PI ER FO FOU ND AT O I NS SEC TI ON 1 70 4A. 9& 9& TA TABL E1 E17 04A 9. SHOTCRETE SECTION 1 704A.15 -
GENERAL NOTES W
W
W
PERIODICASA 2. INSPECTIONSMAYBECONTINUOUSOR PERIODICASALLOWEDBY
FOUNDATIONS 310TN001-1
1. ALLFOUNDATIONWORKSHALLBE DONEIN ACCORDANCEWITHTHEREQUIREMENTSOF THE SOILSREPORT#8798.01DATEDJUNE 24,2010& SUPPLEMENTALLETTERDATEDFEBRUARY10, 2011 BYWALLACE-KUHL&ASSOCIATES. 2. FOUNDATIONSSHALLBEARONCOMPACTEDEXISTINGSOILS ORFIRM NATIVESOIL SEENOTESANDDETAILSON SHEETS1.02 3. ALLFILLING,BACKFILLINGANDCOMPACTIONSHALL BEDONEUNDER THEOBSERVATIONOFA REPRESENTATIVEOFTHE SOILSENGINEERANDMUST BECOMPACTEDTOTHE MINIMUM DENSITYSPECIFIEDINACCORDANCEWITHTHE PROCEDUREOUTLINEDINTHE SOILSREPORT. 4. BUILDINGPADCONSTRUCTIONSHALLCONFORM TOTHEREQUIREMENTSOF THESOILSREPORT. THEEXTENTANDDEPTH OFOVEREXCAVATIONANDPLACEMENTOFENGINEEREDFILLSHALL AT AMINIMUMBE ASSHOWNON THEPLANS. FINALDEPTHAND EXTENTOFEXCAVATION ANDFILLSHALL BEDETERMINEDATTIME OFCONSTRUCTIONBYA REPRESENTATIVEOFTHE SOILSENGINEER.FOUNDATION DEPTHSINDICATEDONPLANSARE FORESTIMATING PURPOSESONLY. 5. BOTTOMSOFALLFOUNDATIONSSHALL BELEVEL. CHANGESINBOTTOMOF FOUNDATION ELEVATIONSHALLBEMADEACCORDING TOSTEPPEDFOOTINGDETAILON THETYPICAL DETAILSHEET. 6. FOUNDATIONCONCRETEMAYBEPLACEDDIRECTLY INTONEAT 2x12 2x12 1x8 EXCAVATIONSPROVIDEDPRIOR WRITTENAPPROVALISOBTAINED ANDA REPRESENTATIVEOFTHE SOILSENGINEERDETERMINES PLAN THATTHEEXCAVATIONSARESTABLE. WIDTHOFALL FTG UNFORMEDFOUNDATIONSSHALLBEINCREASEDBY 2'' FROM WIDTH PLANDIMENSION.OTHERWISE,FOUNDATIONSSHALL BEFULLY +2'' FORMED.USE MINIMUMPLANKINGSHOWNTO PROTECTAGAINST SLOUGHING,ASREQUIRED. PLANKINGDOESNOTREPLACE FORMWORKREQUIREDTOSTABILIZEEXCAVATION. 7. THESURFACEOFALL HORIZONTALCONSTRUCTIONJOINTSSHALLBE CLEANED&ROUGHENED BYEXPOSINGCLEANAGGREGATESOLIDLYEMBEDDEDIN MORTARMATRIX. 8. NOTIFYTHESTRUCTURALENGINEER48 HOURSBEFORECASTINGFOUNDATIONS. 9. AREPRESENTATIVEOFTHESOILSENGINEERSHALL ADVISETHEBUILDINGOFFICIALIN WRITINGTHAT: A.THEBUILDING PADWASPREPAREDIN ACCORDANCEWITHTHESOILS REPORT. B.THEUTILITY TRENCHESHAVEBEENPROPERLYBACKFILLEDANDCOMPACTEDAND; C.THE FOUNDATIONEXCAVATIONS,FORMINGAND REINFORCEMENTCOMPLYWITHTHE REPORTANDAPPROVEDPLAN.
COLDFORMEDMETALFRAMING
540SN001-1
1. GALVANIZEDSHEETSTEELSHALLCONFORMTOASTM A653,STRUCTURALQUALITY,WITHA MINIMUMYIELDSTRENGTHOF 33KSIFOR 43MILS(18 GA)ANDTHINNER ANDASTMA653, STRUCTURALQUALITY,WITHA MINIMUMYIELDSTRENGTHOF50 KSIFOR54 MILS(16GA) AND THICKER.HOT-ROLLEDCARBON SHEETANDSTRIPSTEELUSED INTHEFABRICATIONOF COLD-FORMED MEMBERSSHALLCONFORMTOASTMA1011 WITHARUST INHIBITIVECOATING. 2. METALSTUDSANDJOISTSSHALL BEOFSIZEAND THICKNESSSHOWNONDRAWINGSWITH THE MINIMUMEFFECTIVESECTIONPROPERTIESSHOWNINTHE TABLE(S). 3. MINIMUMTHICKNESSSHOWNIN TABLEFORTHETHICKNESSSPECIFIEDREPRESENTS95%OF DESIGNTHICKNESSPER2001AISI CODE. 4. METALFRAMINGSHALLBEPER ICC-ESNO.4943P. CONTRACTORSHALLBERESPONSIBLE FOROBTAININGAGENCYAPPROVALFORANY SUBSTITUTIONS. 5. WELDINGSHALLBEIN ACCORDANCEWITHAWSD1.3 "STRUCTURALWELDINGCODE-SHEET STEEL".WELDERSSHALLBE AWSCERTIFIED.WELDING RODS:E60XXSERIES.ALL FIELD WELDINGSHALLHAVESPECIALINSPECTION. 6. TYPICALMETALTRACKSHALLBESAMEGAUGE ASSTUDSWHICH ITSUPPORTS,UNPUNCHED,WITH AFLANGEWIDTHOF11/4INCHESANDADEPTHEQUALTOTHENOMINALSTUDPL N ALSTUDPLUS2TIMES THETRACKTHICKNESSPLUSTHE RADIUS.NESTEDTRACKS SHALLBEFABRICATEDTOFILL THE OUTSIDEOFA TYPICALMETALTRACK.DEEP LEGTRACKSSHALLHAVE AMINIMUMFLANGEWIDTH OF2 INCHES.USE SLOTTEDSLIPTRACKSWHERESPECIFIED. SEESECTIONSANDTYPICAL METALSTUDDETAILS. 7. METALSTUDSSHALLNOTHAVE PUNCH-OUTSCLOSERTHAN10" FROMTHEEND OFTHESTUD OR ATINTERMEDIATELATERALBEARINGPOINTSOFSTUDS.
1. FABRICATION,ERECTIONANDMATERIALSSHALLCONFORMWITH THEAISCSPECIFICATIONFOR THEDESIGN,FABRICATIONANDERECTION OFSTRUCTURALSTEELFOR BUILDINGSANDTHE CALIFORNIABUILDINGCODE,LATESTEDITIONS. 2. STRUCTURALSTEELWIDEFLANGESHAPESSHALLCONFORMWITH ASTMA992. ALLOTHER STRUCTURALSTEELROLLEDSHAPES(CHANNELS,ANGLES,ETC)AND PLATESSHALLCONFORM WITHASTMA36,UNO. 3. STEELPIPESHALLCONFORMTO ASTMA53,TYPESEOR S,GRADEB. 4. ALLHOLLOW STRUCTURALSECTIONS(HSS) SHALLCONFORMTOASTMA500,GRADE B. 5. ALLSTRUCTURALSTEELSHALLRECEIVEMINIMUMOF ONESHOPCOAT OFREDPRIMER PAINT. DONOT PAINTAREASTOBE FIELDWELDED,FIREPROOFED,GALVANIZED,TORECEIVE SLIP-CRITICALHIGHSTRENGTHBOLTS,OR TOBEEMBEDDEDIN CONCRETE.PROVIDE ADDITIONALPAINTINGASNOTEDIN THESPECIFICATIONS. 6. ALLSTRUCTURALSTEELSHALLBE ERECTEDPLUMBANDTRUE TOLINE. TEMPORARYBRACING SHALLBEINSTALLEDAND SHALLBELEFTIN PLACEUNTILOTHER MEANSAREPROVIDEDTO ADEQUATELYBRACETHESTRUCTURE.CONTRACTOR RESPONSIBLEFOR REVIEWINGALLBASE PLATEANDSUPPORTCONDITIONSDURING ERECTIONANDBRACINGAS REQUIRED.SEE AISC ANDOSHAREQUIREMENTS. 7. PLACENON-SHRINKGROUTUNDER ALLBASEPLATESBEFOREADDINGVERTICALLOAD. 8. STRUCTURALSTEELBELOW GRADESHALLHAVE3 INCHESMINIMUMOFCONCRETE COVER. 9. BOLTEDCONNECTIONSSHALLCONSISTOF UNFINISHEDBOLTSCONFORMINGTOASTM A307 UNLESSNOTEDOTHERWISE.WHERE HIGHSTRENGTHBOLTSAREINDICATED, BOLTS CONFORMINGTOASTMA325 ORASTMA490 ASNEEDEDSHALLBE PROVIDED. ANCHORRODSCAST INCONCRETEOR MASONRYSHALLBEHEADEDBOLTSWITH CUT THREADSCONFORMINGTOASTMF1554 GR.36, 55,OR 105ASINDICATEDON DRAWINGS. ALLBOLTEDCONNECTIONSAND BASEPLATESSHALLHAVESTANDARDCUTWASHERSUNLESS NOTEDOTHERWISE.WASHERSFORBASEPLATESSHALLCONFORM TOASTMF844UNLESS NOTEDOTHERWISE,ANDSHALLBE PLACEDATTOPAND BOTTOMOFPLATE. 10. "SLIP-CRITICAL"BOLTEDCONNECTIONS: A) "SLIP-CRITICAL"CONNECTIONS(A325SCDESIGN VALUESWITHSPECIALINSPECTION) AREREQUIREDATALL BRACEDFRAMECONNECTIONS,ATALL CONNECTIONSALONG CHORDLINESANDDRAGLINES(ASNOTEDONPLANS),ANDUNO,ATALLBOLTSIN OVERSIZEDORSLOTTEDHOLES. B) THESPECIALINSPECTORMUSTBEPRESENTDURING INSTALLATIONANDTIGHTENING OPERATIONOF"SLIP-CRITICAL"CONNECTIONS. 11. PROVIDE1/2"DIAMETERSTITCHBOLTSAND RINGFILLS,SPACEDAT NOTMORETHAN 2'-0"ON CENTERFORALL DOUBLEANGLEMEMBERS. 12. ATWOODTO STEELPARALLELCONTACT,BOLTWITH1/2" DIAMETERBOLTSATMAXIMUM 24"CC. 13. HOLESFORUNFINISHEDBOLTS SHALLBEOF THESAMENOMINALDIAMETEROF THEBOLT PLUS1/16". USESTANDARDAISCGAGEAND PITCHFORBOLTS EXCEPTASNOTED OTHERWISE. 14. WELDINGSHALLBEDONE BYTHEELECTRICARC PROCESSINACCORDANCEWITH AMERICAN WELDINGSOCIETYSTANDARDS,USINGONLYCERTIFIEDWELDERS. ALLGROOVEWELDSSHALL HAVECOMPLETEPENETRATIONUNLESSNOTEDOTHERWISE.ALL EXPOSEDWELDSSHALLBE GROUNDSMOOTH. ALLELECTRODESFORWELDINGSHALL COMPLYWITHAWSCODE, E70 SERIESMINIMUM. 15. WELDLENGTHSCALLEDFOR ONPLANSARE THENETEFFECTIVELENGTHSREQUIRED. 16. MINIMUMFILLETWELDS: 3/16"@T 3/4" 17. WELDINGPROCEDURESPECIFICATIONS(WPS)FORSHOPAND FIELDPREQUALIFIEDWELDJOINTS ANDWELDJOINTS QUALIFIEDBYTESTSHALLBEPREPAREDFOR REVIEW PRIORTOFABRICATION. ALLWELDINGPROCEDUREITEMSSUCH ASBASEMETALS,WELDINGPROCESSES,FILLERMETALS ANDJOINTDETAILSTHAT MEETTHEREQUIREMENTSOFAWS D1.1SECTION5.1 SHALLBE CONSIDEREDASPREQUALIFIED.ANY CHANGEORSUBSTITUTIONTHAT ISBEYONDTHERANGE ORTOLERANCEOR REQUIREMENTSFORPREQUALIFICATIONSHALL BEQUALIFIEDBYTESTPER AWSD1.1SECTION5 PARTB.QUALIFICATIONTESTINGISREQUIRED WHENTHEDEPTH OF APARTIALPENETRATIONORCOMPLETEPENETRATIONWELDIS 2"OR GREATER. 18. FORNONDESTRUCTIVETESTINGOFWELDEDCONNECTIONS EXCLUDINGPRIMARYMEMBERSOF MOMENTRESISTINGFRAMES: A) WELDEDCONNECTIONSSHALLBETESTEDBY NONDESTRUCTIVEMETHODSFOR COMPLIANCEWITHAISC J2,AND JOBSPECIFICATIONS.ULTRASONICTESTINGSHALL BEINACCORDANCE WITHAWSD1.1, ASTME164ANDASME SECTIONV. RADIOGRAPHYSHALLBEINACCORDANCE WITHAWSD1.1, ASTME94AND E99, ANDASMESECTIONV.THISTESTINGSHALL BEPARTOF THESPECIALINSPECTION REQUIREMENTSOFCBCSECTION1704.3 PERFORMEDBYANAPPROVEDINDEPENDENT TESTINGLABORATORYASFOLLOWS: 1. BASEMETALTHICKERTHAN1 INCHWHEN SUBJECTTOTHROUGHTHICKNESSWELD SHRINKAGESTRAINS. 2. ALLCOMPLETEPENETRATIONGROOVEORBUTTWELDS. 3. ALLPARTIALPENETRATIONGROOVEWELDSWHENUSED INCOLUMN SPLICES. B) ANYMATERIALDISCONTINUITIESSHALLBEACCEPTEDORR EJECTEDONTHE BASISOF DEFECTRATINGINACCORDANCE WITHTHE(LARGERREFLECTOR)CRITERIAOF AISCJ2. METALDECKNOTES 1. PROVIDEMETALDECKINGOFTYPEAND GAUGEASSHOWN ONPLANS. 2. METALFLOORDECKSHALL BECOMPOSITETYPE,CONFORMINGTOASTM A653,STRUCTURAL QUALITY,WITHMINIMUMYIELDSTRENGTHOF 38KSIAND SHALLBEZINC COATEDPERASTM A653,G60COATING DESIGNATION. 3. METALROOFDECKSHALL CONFORMTOASTM A653,STRUCTURALQUALITY,WITHMINIMUMYIELD STRENGTHOF38 KSIANDSHALL BEZINCCOATED PERASTMA653,G60 COATINGDESIGNATION. 4. PRIORTOFABRICATION,THE CONTRACTORSHALLSUBMITSHOPDRAWINGSFOR THEMETAL DECKING,SHOWINGDECKGAUGE, SIZEANDLAYOUTAS WELLASCLOSURECONDITIONS, WELDSTOSUPPORTSAND SIDELAPDETAILS. 5. CONNECTIONANDWELDING OFDECKINGTO STRUCTURALSUPPORTSANDDECKSIDESEAMS SHALLBEASSPECIFIEDIN THESTRUCTURALDRAWINGS. ALLELECTRODESFORWELDINGSHALL COMPLYWITHAWSCODE, E60SERIESMINIMUM. 6. ALLREINFORCEDOPENINGSIN METALDECKSHALLBE INSTALLEDBYMETALDECK SUBCONTRACTOR. 7. ATMETALDECKSTO RECEIVECONCRETE,ABSOLUTELYNOCONDUITOR PIPINGOFANY TYPEISTO BEPLACEDHORIZONTALLYWITHINTHE DEPTHOFTHE CONCRETEABOVETHE METALDECK. 8. ATMETALDECKWITHOUT CONCRETEFILLTHEFOLLOWING MAYBEATTACHEDWITHOUTSPECIFIC APPROVALOFTHESTRUCTURALENGINEER:ACOUSTICALTILE ANDGYPSUMBOARDCEILINGS ONLY;NOPIPING, DUCTINGOR CONDUIT.MAXIMUMCEILINGWEIGHT- 3.5PSF.MAXIMUMWIRE HANGERLOAD=60#. 9. WHERESUSPENSIONORHANGERWIRES AREREQUIREDBYOTHERS,VERIFYAND COORDINATE LOCATIONS,PATTERNS,SPACINGS,ETC. WITHTHEAPPROPRIATETRADE. DRILLOR PUNCH HOLESATBOTTOMOF DECKFLUTESOFSUFFICIENTSIZE TOPASSSUPPORTWIRES. WIRE SUPPORTSSHALLBELOOPEDAND SECUREDWITHA MINIMUMOFTHREE(3) TIGHTTURNS AROUNDAMINIMUM1-1/2"X12"LONGFURRINGCHANNELORNO.3X12"LONG REINFORCINGBARCENTEREDABOVETHE HOLEANDLAID INTHE DECKFLUTES.
305TN001-1
AB ----------ABV ----------AGG ----------BLW ----------BOF ----------BTWN ---------CC ----------CTJ ----------CLR ----------CMU ---------CJ ---------CONT ---------CONTR --------CP ----------CSK ----------DF ----------DL ----------DO ----------DSA ---------DWG (E) EF EJ EL EN EOS EQ EW EWEF FB
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FC
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FF FS GA GLB HDR HSB HSS HT IOR JH LL LLH LLV . LS LW MB MFR
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ANCHORBOLT ABOVE AGGREGATE BELOW BOTTOMOFFOOTING BETWEEN CENTERTOCENTER CONTROLJOINT CLEAR CONCRETEMASONRYUNIT CONSTRUCTIONJOINT CONTINUOUS CONTRACTOR COMPLETEJOINTPENETRATION COUNTERSINK DOUGLASFIR DEADLOAD DITTO DIVISIONOFTHE STATE ARCHITECT DRAWING EXISTING EACHFACE EXPANSIONJOINT ELEVATION EDGENAILING EDGEOFSLAB EQUAL EACHWAY EACHWAYEACHFACE FACEOFBLOCK(ORBRICK) OR FLATBAR FACEOFCONCRETEOR FRAMINGCLIP(SIMPSONA35) FINISHFLOOR FACEOFSTUDORFARSIDE GAUGEORGAGE GLUEDLAMINATEDBEAM HEADER HIGHSTRENGTHBOLT HOLLOWSTRUCTURALSECTION HEIGHT INSPECTOROFRECORD JOISTHANGER LIVELOAD LONGLEGHORIZONTAL LONGLEGVERTICAL LAGSCREW LIGHTWEIGHT MACHINEBOLT MANUFACTURER
MI ----------(N) ----------NIC ----------NS ----------NTS ----------NW ----------OH ----------OSB ----------OSHPD -------PC PP PT RWD SC SHTG SIM SMS SP STFNR STGRD T&B T&G THRD TN TO TOC TOF
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TOS ----------TOW ----------TS ----------UNO ----------W/ ----------W/C ---------W/O ---------WP ----------WS ----------WWF ---------È -----------É -----------Ê ----------# -----------SQ -----------Ø -----------------------------------------(A) ----------(B) -----------
MALLEABLEIRON NEW NOTIN CONTRACT NEARSIDE NOTTOSCALE NORMALWEIGHT OPPOSITEHAND ORIENTEDSTRANDBOARD OFFICEOFSTATEWIDE HEALTHPLANNING& DEVELOPMENT PIECE PARTIALJOINTPENETRATION PRESSURETREATED REDWOOD SLIPCRITICAL SHEATHING SIMILAR SHEETMETALSCREW STRUCTURALPANEL STIFFENER STAGGERED TOP&BOTTOM TONGUE&GROOVE THREADED TOENAIL TOPOF TOPOFCONCRETE(SLAB UNO) TOPOFFOOTING OR TOPOFFRAMING TOPOFSTEEL TOPOFWALL TUBESTEEL UNLESSNOTEDOTHERWISE WITH WATER/CEMENT WITHOUT WORKPOINT WOODSCREW WELDEDWIREFABRIC CENTERLINE PLATE WIDEFLANGE NUMBERORPOUNDS SQUARE ROUND CONTWOODIN SECTION WOODBLOCKINGIN SECTION ENDOFWOOD PIECE "MEMBER"ABOVE "MEMBER"BELOW
DESIGNCRITERIA 100TN002-1
1. CODESANDSTANDARDS 2010CALIFORNIABUILDINGCODE (CBC) W/STATEOF CAAMENDMENTS ASCE7-05 ACI318-05 AISC360-05,341-05,358-05 ACI530-05/ASCE5-05/TMS402-05 ACI530.1-05/ASCE6-05/TMS602-05 2005NDS 2. VERTICALLOADS ROOFLIVELOAD= 20PSF FLOORLIVELOAD=125PSF FLOORPARTITIONLIVELOA O NLIVELOAD= 15PSF CORRIDORS= N/APSF LIVELOADSAREREDUCED WHERE PERMITTEDBYCODE. 4. SOILSVALUES ALLOWABLESOILSPRESSURE@GRADE 1) D L 2 5 0 0 P S F 2) D L + L L 2 5 0 0 P S F 3) DL+LL +SEISMIC3333 PSF FOOTING MINIMUMDEPTH= 18IN MINIMUMWIDTH= 12IN
3. LATERALLOADS SEISMIC: SITECLASSC CS= 0.2263 S S = 0 . 5 0 7 ; S D S = 0 . 4 05 S1= 0.225;SD1= 0.236 R=5.5;I =1.5;IP=1.5 ΩO = 2 . 5 ; C D = 4 OCCUPANCYCATEGORY:IV SEISMICDESIGNCATEGORY:D SEISMICBASESHEAR= 472KIPS SEISMICFORCERESISTINGSYSTEM: BLDGFRAME-SPECREINFCMUSW ANALYSISPROCEDURE:EQ.LAT'LFORCE WIND: BASICWINDSPEED=90MPH EXPOSURECATEGORYC I W - = 1 . 15 ; G C P I = 0 . 1 8
1. EPOXYANCHORSSHALLBEHILTI RE500-SDPERESR-2322OR SIMPSONSET-XPPERESR-2508 FORTHR'DROD &REBAR.EXPANSIONANCHORSSHALLBE HILTIKB-TZPERESR-1917OR SIMPSONSTRONG-BOLTPERESR-1771.TYPE,SIZE&EMBEDMENTSHALLBE INDICATEDIN DRAWINGS.POST-INSTALLEDANCHORSFOR REPAIRSHALLBEEVALUATEDON ACASEBY CASEBASIS.NOTIFYSTRUCTURALENGINEERFORREPAIRS. 2. ANCHORSSHALLBEINSTALLEDIN ACCORDANCEWITHTHE REQUIREMENTSGIVENINTHE ICCREPORT. 3. UNLESSNOTEDOTHERWISEANCHORSHAVEBEEN DESIGNEDFORSPECIALINSPECTION. PROVIDESPECIALINSPECTIONASINDICATEDIN THEICC REPORT. 4. WHENINSTALLINGDRILLED-INANCHORSIN EXISTINGCONCRETEORMASONRY,USECARE AND CAUTIONTOAVOID CUTTINGORDAMAGING EXISTINGREINFORCINGBARS.DO NOT INSTALL ANCHORSINPRESTRESSEDCONCRETEELEMENTS. 5. ANCHORSINSTALLEDFROMTHEBOTTOM INTOMETALDECKWITH CONCRETESHALLBE INSTALLEDINTHECENTER OFTHELOW FLUTEOFTHE DECKINGUNLESSNOTEDOTHERWISE INICC REPORT.THE DECKINGSHALLHAVEA MINIMUMTHICKNESSOF20 GAUGE. THEMINIMUMTHICKNESSOF THECONCRETEABOVETHEHIGH FLUTEOFTHE METALDECK SHALLBEASINDICATED INTHE ICCREPORT.SEEICC REPORTFORADDITIONAL REQUIREMENTS,INCLUDING MINIMUMDIMENSIONSFORFLUTEWIDTH ANDDEPTH. 6. THETESTINGOF THEANCHORSSHALLBE DONEBYA QUALIFIEDTESTINGAGENCYANDA REPORTOFTHE TESTRESULTSSHALLBESUBMITTEDTO THEGOVERNINGAGENCYAND ARCHITECT/STRUCTURALENGINEER.SEENOTESON THISSHEETFOR TESTINGCRITERIA.
DRILLED-INANCHORTESTINGCRITERIA
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TESTVALUES HARDROCKORLIGHTWEIGHTCONCRETE ANCHOR DIAMETER (N I ).
WEDGE LOAD ( LBS. )
SHELL
SLEEVE
TORQUE (FT.LBS.)
LOAD (LBS.)
TORQUE (FT.LBS.)
LOAD (LBS.)
SCREW
TORQUE (FT.LBS.)
1000
-
400
5
1400
-
-
700
10
1800
-
10
900
20
2700
-
10
1100
45
3700
-
10
10
400
5/16"
-
3/8"
1100
25
1/2"
2000
50
5/8"
2300
80
EPOXY
TORQUE (FT.LBS.)
4
800
1/4"
-
SEE TENSION TEST VALUEIN DRWGS
3700 20 150 1400 90 5400 3/4" 1" 5800 250 TESTINGFREQUENCYSHALLCOMPLYWITHCBC SECTION1916A.8 NOTES: 1. ANCHORDIAMETERREFERSTOTHE THREADSIZEFORTHE WEDGE&SHELLCATEGORIES,AND TOTHEANCHOR OUTSIDEDIAMETERFORTHE SLEEVECATEGORY. 2. APPLYPROOFTESTLOADSTOWEDGE &SLEEVEANCHORSWITHOUTREMOVINGTHE NUTIF POSSIBLE.IF NOT,REMOVENUT ANDINSTALLA THREADEDCOUPLERTOTHE SAMETIGHTNESS ASTHEORIGINALNUT USINGATORQUE WRENCHTOAPPLYTHE TESTLOAD. 3. UNDERCUTANCHORSTHATALLOW VISUALCONFIRMATIONOFFULLSET NEEDNOTBE TESTED. 4. FORSLEEVE/SHELLINTERNALLYTHREADEDCATEGORIES,VERIFYTHATTHE ANCHORISNOT PREVENTEDFROM WITHDRAWINGBYABASEPLATEOROTHER FIXTURES.IF RESTRAINTISFOUND, LOOSENANDSHIM ORREMOVEFIXTURE(S)PRIORTO TESTING. 5. REACTIONLOADSFROMTESTFIXTURESMAYBE APPLIEDCLOSETOTHE ANCHORBEINGTESTED, PROVIDEDTHEANCHORIS NOTRESTRAINEDFROMWITHDRAWINGBYTHE FIXTURE(S). 6. SHELLTYPEANCHORSSHALLBE TESTEDASFOLLOWS: A. VISUALLYINSPECT25%FORFULL EXPANSIONASEVIDENCEDBYTHELOCATION OFTHE EXPANSIONPLUGINTHE ANCHORBODY. PLUGLOCATIONOF AFULLYEXPANDEDANCHOR SHALLBEASRECOMMENDEDBY THEMANUFACTURER,OR,IN THEABSENCEOFSUCH RECOMMENDATION,ASDETERMINEDON THEJOBSITE FOLLOWINGTHEMANUFACTURER'S INSTALLATIONINSTRUCTIONS. ATLEAST5%OF THEANCHORSSHALLBE PROOFLOADED ASINDICATEDIN THETABLEABOVE,BUTNOT LESSTHANTHREEANCHORS PERDAYFOR EACHDIFFERENTPERSONORCREW INSTALLINGANCHORSOR; B. TESTINSTALLEDANCHORSPERCBC SECTION1916A.8 7. TESTEQUIPMENT(INCLUDINGTORQUEWRENCHES) ISTOBE CALIBRATEDBYANAPPROVED TESTINGLABORATORYINACCORDANCEWITHSTANDARDRECOGNIZEDPROCEDURES. 8. IFTHEMANUFACTURER'SRECOMMENDEDINSTALLATIONTORQUEISLESS THANTHETESTTORQUE NOTEDIN THETABLE,THEMANUFACTURER'SRECOMMENDEDINSTALLATIONTORQUESHALLBE USEDIN LIEUOFTHE TABULATEDVALUES. 9. THEFOLLOWINGCRITERIAAPPLYFOR THEACCEPTANCEOFINSTALLEDANCHORS: A. HYDRAULICRAMMETHOD: THEANCHORSHALL HAVENOOBSERVABLEMOVEMENT ATTHEAPPLICABLETESTLOAD. FORWEDGEAND SLEEVETYPEANCHORS,APRACTICAL WAYTODETERMINEOBSERVABLEMOVEMENTISTHATTHEWASHER UNDERTHENUT BECOMESLOOSE. B. TORQUEWRENCHMETHOD: THEAPPLICABLETESTTORQUEMUSTBEREACHED WITHINTHEFOLLOWINGLIMITS: WEDGEORSLEEVETYPE: I. ONE-HALF(1/2)TURNOF THENUT. II. ONE-QUARTER(1/4) TURNOF THENUTFOR THE3/8IN. SLEEVEANCHORONLY. 10. TESTINGSHALLOCCURA MINIMUMOF24 HOURSAFTERINSTALLATION.
KEY P AN
530SN001-1
DRILLED-INANCHORS
100TN003-1
O O
POWDERACTUATEDFASTENERS(SHOTPINS)
100TN016-1
1. THESENOTESGOVERNALLCONDITIONS CALLEDOUTON THEPLANSAS'SHOT PINS'UNLESS SPECIFICALLYNOTEDOTHERWISE. 2. ALLSHOTPINS SHALLBEX-UUN IVERSALKNURLEDSHANKFASTENERSWITHSHANKDIAMETER OF0.157"AS MANUFACTUREDBYHILTIINCORPORATEDIN ACCORDANCEWITHICC ESR-2269 ANDTHEHILTI 2008'PRODUCTTECHNICALGUIDE' 3. ALLSHOTPINSSHALLINC N SSHALLINCLUDEP8STEELWASHERS. 4. SHOTPINSDRIVEN INTOSTEELBASEMATERIALSHALLMAINTAINA MINIMUMEDGEDISTANCE ATALLSTEELELEMENTSOF 1/2"AND MINIMUMFASTENERSPACINGSHALLBE1". LENGTH OFPIN SHALLBEASREQUIRED TOPENETRATETHRUSTEELMEMBERU.N.O. AT3/4"THICK STEEL,PENETRATIONNEEDNOTEXCEED1/2". 5. SHOTPINSDRIVENINTO CONCRETEBASEMATERIALSHALLMAINTAINAMINIMUM EDGEDISTANCE ATALLCONCRETE ELEMENTSOF3"AND MINIMUMFASTENERSPACINGSHALLBE4". PINS SHALLHAVE1 1/4"PENETRATIONU.N.O. MINIMUMCONCRETETHICKNESSSHALLBE3 TIMES THEPENETRATIONDEPTH.CONCRETESHALLATTAINFULL DESIGNSTRENGTHPRIORTO INSTALLING SHOTPINS. 6. SHOTPINSDRIVENINTO 31/4" MINIMUMLIGHTWEIGHTCONCRETEFILL OVER3"X20 GA MINIMUMMETALDECKMAYBE INSTALLEDFROMTHETOP ORFROM THEBOTTOMIN EITHER THEHIGHOR LOW FLUTE.PINS INSTALLEDFROMTHETOP SHALLBESPACEDAS NOTEDABOVE FORTYPICALCONCRETEELEMENTS. PINSINSTALLEDFROMTHEBOTTOM INTHEHIGH FLUTES SHALLBEINSTALLEDWITHIN1" OFFLUTECENTER. PINSINSTALLEDFROMTHE BOTTOMINTHE LOW FLUTESSHALLBEINSTALLEDWITHIN1" OFTHEFLUTE CENTERANDSHALLBE NOCLOSER THAN1 1/8"TOTHE EDGEOFTHE LOW FLUTE. PINSINSTALLEDFROMTHEBOTTOMSHALL BESPACEDNO CLOSERTHAN5.1" PARALLELTOTHEFLUTES.PINS SHALLHAVE1" PENETRATION U.N.O.CONCRETESHALLATTAINFULL DESIGNSTRENGTHPRIORTO INSTALLINGSHOTPINS. 7. THEOPERATOR,TOOL,AND FASTENERSHALLBEPRE-QUALIFIEDBYTHEPROJECTINSPECTOR. SHOTPININSTALLERSSHALLBE CERTIFIEDBYHILTIAND HAVEACURRENT HILTIISSUED OPERATORSLICENSE.SHOTPININSTALLATIONSHALLMEETALL OSHAREQUIREMENTS. 8. SHOTPINSUSED TOATTACHHANGERWIRES FORSUSPENDEDCEILINGSSHALLBE TESTED INACCORDANCEWITH DSAIR25-2 2,3 COLDFORMEDMETALFRAMING SECTIONPROPERTIES- SSMACSTUDS &JOISTS- S162SECTIONS 540SN002-1
GAUGE/MIL DESIGNATION MINTHICKNESS DEPTH"D"
1.
20/33 S162-33 0.0329 IX SX
18/43
16/54
S162-43
S162-54
S162-68
0.0428 IX SX
0.0538 IX SX
IX
14/68
SSTUDS& JOISTS
0.0677
15/8"TYP SX
21/2"
0.235
0. 180
0. 302
0. 24 0
0 3. 7 0
0 2. 8 8
0 4. 5 0
0 3. 5 7
35/8"
0 5. 51
0. 292
0. 710
0. 38 9
0 8. 7 3
0 4. 6 8
1 0. 6 9
0 5. 8 4
4"
0.692
0.332
1.098
0.533
1.346
0.666
6"
0.892 2.316
0.443
1.793
0.577
2.860
0.927
3.525
1.164
8"
3.582
0.757
4.633
1.158
5.736
1.397
7.089
1.757
10"
-
-
8.025
1.414
0.767
9.950
1.712
12.325
2.465
12"
-
-
-
-
15.730
2.024
19.518
2.953
" D " P Y T " 2 / 1
FORCOMPLETESECTIONDESIGNATIONSINACCORDANCEWITH SSMASTANDARDS,ADDMEMBER DEPTHTOFRONT OFINDICATEDDESIGNATION.EXAMPLE:FOR3 5/8"MEMBERWITHGAUGE/MILOF 18/43,THEFULL DESIGNATIONIS362S162-43.
2.
SECTIONPROPERTIESSHOWNAREEFFECTIVEPROPERTIESCONFORMINGTOAISIA7.2 PERSSMASTANDARDS FORMATERIALSTRENGTHNOTEDBELOW.
3.
PROVIDE33KSI MINMATERIALFOR18/43 &LISTEDSECTIONS,PROVIDE50 KSIMATERIALFOR16/54 &HEAVIERSECTIONS.
M
W
OM MO M O G
METALSTAIRWAYS 550SN001-1
1. SUPPLIERSHALLPROVIDECOMPLETEDESIGNDRAWINGSANDCALCULATIONSFOR ALLMETAL STAIRWAYS. STAIRWAYSSHALLBEDESIGNEDFORDEAD LOAD+ 100PSFLIVE LOAD,AND SEISMICLOADS. 2. SUPPLIERSHALLDESIGN,SUPPLY,ANDINSTALLALL CONNECTIONMATERIALSWHICHSHALL INCLUDEBUTARE NOTNECESSARILYLIMITEDTOEMBEDDEDITEMS,BEARINGPLATES, STIFFENERS,DIAGONALSTRUTS,SUPPORTANGLES,CHANNELS ANDTUBES. ALLLOADING CONDITIONSRESULTINGINECCENTRICITIESOR TORSIONTOBEAMSAND/OR COLUMNSSHALLBE RESOLVEDBYTHEINSTALLATIONOFSTIFFENERSANDDIAGONAL STRUTS,DESIGNED,SUPPLIEDAND INSTALLEDBYTHESUPPLIER. 3. SEISMICFORCESSHALLBEACCOUNTEDFOR ANDBRACEDBACKTO THEMAINSTRUCTURE. SLIPDETAILSSHALLBEINCORPORATEDAT GROUNDLEVELFOR STORYDRIFT. POSITIVETIESUSING
GENERA NO ES
0
5'
50'
0
5'
25'
0
1'
12'
0
1'
6'
0
4'
0
1'
3'
0
2'
0
1' IFTHISSHEETISNOT30"x 42",ITIS AREDUCEDPRINTSCALEACCORDINGLY
GRAPHICSCALES:
1/16"=1'-0"
1/8" = 1'-0"
1/4" = 1'-0"
1/2"=1'-0"
3/4"=1'-0"
QUALITY ASSURANCE A.GENERAL: 1.DESIGNANDINSTALLALLSUPPORTSYSTEMSTOCOMPLYWITHTHE REQUIREMENTSOFTHE2010 CBC CHAPTER16ANDASCE7SECTION13.2, 13.3,13.4& 13.5ASMODIFIEDBY2010 CBC1613A/1615A. FIRE-SPRINKLERSUPPORT&BRACINGSYSTEMSSHALLALSOCOMPLYWITHTHE REQUIREMENTS OFNFPA13. THEATTACHMENTOF FIRESPRINKLERBRACINGTOTHE STRUCTURESHALLBEPER ITEM2OR3BELOW. 2.FORPROJECTSPECIFICSEISMICBRACINGDESIGNENGAGETHESERVICESOFA STRUCTURAL ENGINEERLICENSEDINCALIFORNIA.CALCULATIONSANDDRAWINGSSHALLBESUBMITTEDFORSEORREVIEWAND OSHPDAPPROV AL. 3.IN LIEUOFTHEABOVEREQUIREMENTS,REFERENCEONEOFTHE FOLLOWINGBRACINGSYSTEMSFOR BRACINGREQUIREMENTSOFMECHANICAL,ELECTRICAL,ANDPLUMBINGSYSTEMS: A. B-LINESYSTEMSINC.:B-LINESEISMICRESTRAINTS,OPA-0114. B. ALLIEDSUPPORTSYSTEMS:UNISTRUTSEISMICBRACINGSYSTEMS,OPA-0120. C. TOLCOINC.: SEISMICRESTRAINTPRODUCTSFORPIPE&TRAPEZE,OPA-0300. D. MASONINDUSTRIESINC.: SEISMICRESTRAINTGUIDELINES,OPA-0349. E. TOMARCOCONTRACTORSPECIALTIES: ISATSEISMICRESTRAINTSYSTEM,OPA-0485. ASYSTEMOTHERTHANTHOSEDEFINEDBYTHEOPANUMBERSABOVEARETO BECONSIDEREDASACHANGETO THEAPPROVEDDRAWINGSANDREQUIRESOSHPDAPPROVAL. THEMINIMUMFPCOEFFICIENTSHALLBEASNOTED BELOWIN SEISMICBRACING. B.STANDARDSANDREFERENCES:(LATESTEDITIONUNLESSSPECIFIEDOTHERWISE) 1.THEGENERALCONDITIONS,SUPPLEMENTARYCONDITIONS,ANDAPPLICABLEPORTIONSOF THESPECIFICATIONAPPLYTOTHE WORKNOTEDHEREINASIFPRINTEDHEREIN. 2.IF THEYEAROFTHEADOPTIONOR LATESTREVISIONISOMITTEDFROMTHEDESIGNATION, ITSHALLMEANTHESPECIFICATION,MANUALORTESTDESIGNATIONINEFFECTTHEDATE OFNOTICETOPROCEEDWITHTHEWORK GIVEN. MATERIALS
11/2"=1'-0"
3"=1'-0"
METALDECKWITH ORW/OCONCFILL
SUPPORTINGFROMSTRUCTURE SUMMARY: A.WORKINCLUDED: 1.THESENOTESPROVIDEGUIDELINESANDLIMITATIONSFORSUPPORTINGALLNON-STRUCTURAL ELEMENTSINCLUDINGMECHANICAL,ELECTRICAL,PLUMBING,FIRE-SPRINKLERSARCHITECTURALETC... FROMTHEBUILDINGSTRUCTURE,ANDFORSEISMICBRACINGFORALL SUCHITEMS. 2.CONTRACTORSHALLPROVIDECOMPLETEDESIGNANDINSTALLATIONOFALLSUPPORTAND BRACINGSYSTEMSEXCEPTASNOTED.PROVIDEFORATTACHMENTTOPORTIONSOFTHE BUILDINGSTRUCTURECAPABLEOFBEARINGTHELOADSIMPOSED.DESIGNSYSTEMSTO PREVENT OVERSTRESSTOTHEBUILDINGSTRUCTURE.UTILIZEOSHPDPRE-APPROVEDSUPPORTANDBRACING SYSTEMSOR CONTRACTORSHALLPROVIDECOMPLETESHOPDRAWINGSANDSUBSTANTIATINGCALCULATIONS PREPAREDSPECIFICALLYFORTHISPROJECTTOBESTAMPEDANDSIGNEDBYA LICENSEDCALIFORNIA STRUCTURALENGINEER.COMPONENETSOFTWOOR MOREPRE-APPROVEDBRACINGSYSTEMSSHALLNOTBE MIXED.ACOPYOF THECHOSENBRACINGSYSTEM(S)INSTALLATIONGUIDE/MANUALSHALLBE ONTHEJOBSITE PRIORTOSTARTINGTHEINSTALLATIONOFHANGERSAND/ORBRACES. 3.THEDESIGNOF SUPPORTANDBRACINGSYSTEMSSHALLCOMPLYTOTHELIMITATIONSNOTEDHEREIN. SEEALSOBASICHANGERANDBRACINGATTACHMENTCONFIGURATIONDETAILTHISSHEET. THECONTRACTORSHALL PROVIDEADDITIONALSUPPORTS,BRACING,HANGERS,BLOCKINGETC.AND SHALLNOTIFYTHESEORWHERESUPPLMENTARYFRAMINGISREQUIREDTORESISTTHELOADS,MAINTAIN 1 STABILITYAND/ORIS REQUIREDFORINSTALLATIONOFPRE-APPROVEDSYSTEM.ACHANGEORDERSHALL BESUBMITTEDTOOSHPDWHERESUPPLEMENTARYFRAMINGIS REQUIRED,EXCEPTASSHOWNINDETAIL S1.07 4.DUCTWORKDESIGNEDTOCARRYTOXIC,HIGHLYTOXIC,OREXPLOSIVEGASES,ORUSEDFORSMOKECONTROL SHALLBEDESIGNEDANDBRACEDWITHOUTCONSIDERINGTHEEXCEPTIONSNOTEDBELOW. 5.THEEXCEPTIONSBELOW DONOTAPPLYTO ELEVATORPIPING. B.WORKNOTINCLUDED: 1. THECONTRACTORIS NOTREQUIREDTODESIGNSUPPORTANDBRACINGFORITEMSFOR WHICHTHECONTRACTDOCUMENTSPROVIDESPECIFICATTACHMENT,SUPPORT,AND BRACING.SEISMICBRACINGISNOT REQUIREDFORTHE FOLLOWINGITEMS: A.ALLPIPINGWITH ANOMINALDIAMETERLESSTHAN1INCH,HAVINGANRP VALUEINTABLE13.6-1IN ASCE7OF 4.5OR GREATER,ANDPROVISIONSAREMADETOAVOIDIMPACTWITH OTHERSTRUCTURALORNONSTRUCTURALCOMPONENTSOR TOPROTECTTHEPIPINGINTHE EVENTOFSUCHIMPACT. B.ALLPIPINGAND DUCTSUSPENDEDBYINDIVIDUALHANGERS12 INCHESORLESSIN LENGTH.WHERERODHANGERSAREUSEDWITHADIAMETERGREATERTHAN3/8",THEYSHALLBEEQUIPPEDWITH SWIVELS,EYENUTSOROTHERDEVICESTOPREVENTBENDINGINTHEROD. C.TRAPEZEASSEMBLIESSUPPORTINGPIPINGORDUCTTHATMEETTHEREQUIREMENTSOFPART'B' ABOVEANDTHE TOTALWEIGHTOFTHEPIPING ORDUCINGSUPPORTEDBYTHETRAPEZEASSEMBLIESISLESSTHAN10 POUNDSPER FOOT. D.ALLRECTANGULARAIRHANDLINGDUCTSLESSTHAN6SQUAREFEETINCROSSSECTIONALAREAORWEIGHLESS THAN10POUNDSPERFOOTANDWHEREPROVISIONSHAVEBEENMADETOAVOIDIMPACTWITH LARGERDUCTSOR MECHANICALCOMPONENTSORTOPROTECTTHEDUCTSINTHEEVENTOF SUCH IMPACT.
1"=1'-0"
MTLFLOOROR ROOFDECK W/ORW/OCONCFIL L,AS OCCURS,SEEPLAN
TOWF 'BYOTHERS'
WFBMOR GIRDER OR PL GIRDER
CHANNELNUT& NUT@TOPOF STRUT @HGRRODSTYP
UNISTRUTP2785,P2786OR P2787BMCLAMP@ BOTH
WFBMOR GIRDER OR PL GIRDER
CHANNELNUT TYP
CHANNELNUT TYP
SIDESOFBOTTFLANGE.
WFBMDEEPER THANADJACENTBM
National Facilities Services Post Office Box 12916 Oakland, California 94604
1/2"ØMACHINEBOLTW/ LOCKINGNUTS,TYP
ECCENTRICHANGERCLAMP@ BOTTFLANGEW/CLOF HGR
D A L O G C R B
OFFSETFROMCLOF BM CONTRACTORTOPROVIDE DETAIL&PROPOSEDLOADING TOSEORFORREVIEW PRIOR TOINSTALLATION D A O L R E G N A H
WFBM SEEPLAN
MTLFLOORORROOF DECK W/ORW/O CONCFILL,AS OCCURS,SEEPLAN
CONNPL&WELD
CONCENTRICHANGERCLAMP@ BOTTFLANGEW/CLOFHGR TO ALIGNW/CLOFBM. CONTRACTOR TOPROVIDEDETAIL&PROPOSED LOADINGTOSEORFORREVIEW PRIORTOINSTALLATION.
BRACINGPARALLELTO BM& ATTACHEDTOBOTTFLANGE.
D A L O G C R B
D A O L R E G N A H
NOTE: ALLHANGER&BRACINGELEMENTSANDATTACHMENTSARETOBE DESIGNED BYCONTRACTORIN ACCORDANCEWITHTHEPROVISIONS&LIMITATIONSNOTED INTHESUPPORTINGFROMSTRUCTURENOTESONTHIS SHEET.
DETAIL
1 S1.07
1" = 1'-0"
D A L O
G CONTRACTORTOPROVIDE C R B DETAILTOSEORFORREVIEW/ APPROVALPRIORTOINSTALLATION.
BRACINGPERPTOBM& ATTACHEDTO BOTTFLANGE. CONTRACTORTOPROVIDE DETAILTOSEORFORREVIEW/ APPROVALPRIORTOINSTALLATION.
BASICHANGERATTACHMENTCONFIGURATIONS
UNISTRUTTO SPANBETWEEN BEAMS&ATTACHTOBOTT FLANGEORWEBASSHOWN. SEENOTESBELOW FOR SIZES&ALLOWABLELOADS
BRACINGPERPTOBM& ATTACHEDTOTOP FLANGE. CONTRACTORTOPROVIDE DETAILTOSEORFORREVIEW/ APPROVALPRIORTO INSTALLATION.
UNISTRUTP24 84W BRACKET. INSTALLABOVEORBELOW STRUTAS ROOMPERMITS.WHEREWFBMSTHAT SUPPORTSTRUTAREOFSAMEDEPTH, ATTACHBOTHENDSASIN@ LEFT
1.
3.
Revisions
By
OSHPD SUBMITTAL
Date
Appr.
9/29/11
DUCTSTRAPORHANGERRODSPER MASONINDUSTRIESOREQUAL& MECH'LREQ UIREMENTS
NOTES:
2.
Revisions No. 1
THISDETAILISFORUSE ASANALTERNATETOMASONINDUSTRIES(ORSIMILAR SYSTEMWITHANOPA)UPPERENDSUPPORTSATHANGERSTRAPSANDRODSAT PIPE,CONDUITORDUCT.SEEMECHANICALDRAWINGSFORCRITERIA&ADD'L INFORMATION. THISDETAILMAYNOTBE USEDFORSEISMICBRACINGSUPPORTS.SEISIMIC BRACINGSHALLBEPERANOSHPDPRE-APPROVEDSYSTEM,SUCHASMASON INDUSTRIESOPA-0349. FORADDITIONALCRITERIA,SEESUPPORTINGFROMSTRUCTURENOTESON THISSHEET.
4. MAXIMUMALLOWABLEHANGINGLOADSSHALLNOTEXCEEDTHELESSOROF THELOADS INDICATEDIN THEGUIDELINESANDLIMITATIONSOFTHE SUPPORTINGFROM STRUCTURE NOTESANDTHOSENOTEDBELOW: UNISTRUT SIZE
BEAM SPACING
MAX.HANGER LOADS
P1000
8'-0" MAX
P1000
10'-0" MAX
60 LBS
P1001
8'-0"MAX
475LBS
95 LBS
P1001
10'-0"MAX
305LBS
P5000
8'-0" MAX
210 LBS
P5000
10'-0" MAX
142 LBS
P5001
8'-0" MAX
1160 LBS
P5001
10'-0" MAX
825 LBS
NOTE: MAXHANGERLOADMAYBEFROM ASINGLEHANGERORTHETOTAL LOADFROMALLHANGERSSUPPORTEDFROMACOMMONSTRUT.
DETAIL
2 S1.07
1" = 1'-0"
A.FURNISHALLSUBSTRUCTURESANDFASTENERSREQUIREDTOCOMPLYWITHTHELIMITATIONS GIVENBELOW.USEMATERIALSASSPECIFIEDINTHEVARIOUSSECTIONSANDAS APPROPRIATETOTHE USE.
KEY PLAN
B.ALLEXTERIORMATERIALS:HOTDIPPEDGALVANIZEDORSTAINLESSSTEEL. C.ALLCONNECTIONSTOSTRUCTURESHALLBEMADEBYTHEUSEOF HARDWAREWITHBOLTS WELDSOROTHERPOSITIVEATTACHMENTS.FRICTIONCONNECTIONSARENOTPERMITTED. BEAMCLAMPSSHALLENGAGEBOTHSIDESOFBEAMFLANGES. AREAOFWORK
GUIDELINESANDLIMITATIONS A.THEGENERALCONTRACTORSHALLCOORDINATETHELOADREQUIREMENTSFROMALL SUB-CONTRACTORSSOTHATNOCOMBINATIONOFLOADSEXCEEDSTHELIMITATIONSGIVEN BELOWWITHOUTWRITTENAPPROVAL. B.MAXIMUMLOADING:ATTACHNOLOADSGREATERTHANTHEFOLLOWINGWITHOUTSPECIFIC APPROVALOF THESTRUCTURALENGINEER.WHEREATTACHMENTSAREMADETOPREFABRICATED ELEMENTSSUCHASI-JOIST, OWJ/OWG,GANG-NAILTRUSSES,ETC...,LOADSNOTEDARESUGGESTED MAXIMUMS.CONTRACTORSHALLPROVIDEALLPROPOSEDATTACHMENTDETAILSANDLOADSTO MANUFACTURERFORFINALREVIEW/APPROVALPRIORTOINSTALLATION. 1.METALDECKWITHOUTCONCRETEFILL- ACOUSTICALTILEANDGYPSUMBOARDCEILINGS ANDMINORPIPING,DUCTINGCONDUITANDBRACINGASNOTEDBELOW.MAXIMUMCEILING WEIGHT=3.0 PSF.MAXIMUMWIREHANGERLOAD=60 LBS.TOBE SPACEDNOCLOSER THAN4'-0"CCEACHWAY. 2.METALDECKWITHCONCRETEFILL- ITEMSASINDICATEDFORMETALDECKWITHOUT CONCRETEFILLABOVE,PLUSELECTRICALCONDUITS,GASPIPINGANDDUCTINGNOT EXCEEDING5.0PSF ANDBRACINGASNOTEDBELOW.MAXIMUMHANGERLOAD=200 LBS. TOBESPACEDNOCLOSERTHAN4'-0" CCEACHWAY.MECHANICALUNITSHUNGFROM CONCRETEFILLEDDECKSHALLNOTEXCEED500 LBS. 3.CAST-IN-PLACECONCRETESLABS-ITEMSAS INDICATEDFORMETALDECKWITH CONCRETEFILLABOVE,NOT EXCEEDING5.0 PSFANDBRACINGASNOTEDBELOW. MAXIMUMHANGERLOAD= 200LBS.TO BESPACEDNOCLOSERTHAN4'-0"CC EACHWAY. MECHANICALUNITSHUNGFROMCONCRETESLABSSHALLNOTEXCEED500LBS. 4.STEELWF BEAMSANDGIRDERSANDPLATEGIRDERS-WATERANDGASPIPING,ELECTRICALCONDUITS, DUCTINGANDTRAPEZEOF SAMENOTTOEXCEED10.0PSF ANDBRACINGASNOTEDBELOW. MAXIMUMLOADONASINGLESPAN =600LBS. MECHANICALUNITSHUNGFROMBEAMS SHALLNOTEXCEED1000LBS.UNLESSSPECIFICALLYINDICATEDONSTRUCTURALPLANS. CONCENTRICCONNECTIONSAREREQUIREDFORHANGERLOADSINEXCESSOF100 LBS. SEISMICBRACING A.INAPPLYINGEQUATIONS(13.3-1) &(13.3-2)FROMSECTION13.3OFASCE 7,THEFOLLOWINGMINIMUMDESIGN COEFFICIENTSSHALLBEUSEDUNLESSREQUIREDOTHERWISEBYSECTION13.4OFASCE7 ANDMODIFIEDBY2010 CBCSECTION1615A.1.14.: I p = 1 .5 SDS = 0 .4 5 Z /H = 1 .0 a p =1.0(RIGID) ap =2.5(FLEXIBLE) R p =2.5 THERESULTINGFpSHALLNOTBE LESSTHAN0.45S DS FORTYP ELEMENTS&FIRE&LIFE SAFETYSYSTEMS. B.THEDESIGNOF ELEMENTSANDTHEIRATTACHMENTSTHATATTACHTOMORETHANONELEVELOF THE STRUCTUREAND/ORWHEREATTACHMENTSOCCURONBOTHSIDESOFSEISMICSEPARATIONS,WHEREOCCUR, SHALLCONFORMTHETHEREQUIREMENTSOFASCE7 13.3.2 C.DESIGNANDINSTALLSEISMICBRACINGSOASNOT TOADVERSELYEFFECTTHEPERFORMANCEOF SOUNDAND/ORVIBRATIONISOLATIONITEMS. D.MAXIMUMLOADING:ATTACHNOBRACINGLOADSGREATERTHANTHEFOLLOWINGWITHOUTSPECIFIC APPROVALOFTHESTRUCTURALENGINEER.WHEREATTACHMENTSAREMADETOPREFABRICATED ELEMENTSSUCHASI-JOIST,OWJ/OWG,GANG-NAILTRUSSES,ETC...,LOADSNOTEDARESUGGESTED MAXIMUMS.CONTRACTORSHALLPROVIDEALLPROPOSEDATTACHMENTDETAILSANDLOADSTO MANUFACTURERFORFINALREVIEW/APPROVALPRIORTOINSTALLATION. 1.METALDECKWITHOUTCONCRETEFILL-WIRE BRACINGFOR SUSPENDEDCEILINGSONLY. 2.METALDECKWITH CONCRETEFILL- MAXIMUMBRACINGLOADSHALL NOTEXCEED200LBS. SPACEDNOCLOSERTHAN8'-0"CCTOADJACENTBRACINGOR HANGERS. 3.CAST-IN-PLACECONCRETESLABS- MAXIMUMBRACINGLOADSHALLNOT EXCEED200LBS. SPACEDNOCLOSERTHAN8'-0"CCTOADJACENTBRACINGORHANGERS.
This documentis thepropertyof theOwnerand is not tobe used wit houthis writtenpermission Architect/EngineerOf Record:_________________________________________________
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T A
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4.STEELWF BEAMSANDGIRDERSANDPLATEGIRDERS- MAXIMUMBRACINGLOADSINA SINGLESPAN SHALLBELIMITEDTOTHE FOLLOWING: BRACINGPERPENDICULARTO WFBMS/GIRDERS&ATTACHEDTOTHETOPFLANGE= 800LBS. BRACINGPERPENDICULARTO WFBMS/GIRDERS&ATTACHEDTOTHEBOTTOMFLANGE=100 LBS. BRACINGPARALLELTO WFBMS/GIRDERS&ATTACHEDTOTHEBOTTOMFLANGE=800 LBS. BRACINGSHALLNOTATTACHTOBEAMS/GIRDERSTHATALSOSUPPORTHANGINGLOADSASNOTEDABOVE. t v r . P U C e s r o M r e s i a K _ 6 6 0 1 1 S \ 1 1 0 2 T S R \ t i v e R \ p o t k s e D \ C S n i v e K \ s r e s U \ : C M
HOSPITALEQUIPMENTANCHORAGE 100TN015-1
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HYArchitects Projectnumber:
3473
Facility
SACRAMENTO MEDICAL CENTER 2025 MORSE AVENUE SACRAMENTO, CA 95825 Project
NEW CENTRAL UTILITY PLANT BUILDING
SheetTitle
TYPICAL DETAILS F ac . No .: CN21 Scale:
B dl g. No .:
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F lo or L ev : KPProj.No.: PermitNo.:
S ec ti on : 161-994
0
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Architect/EngineerOf Record:_________________________________________________
D J E W
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C-26566 02-28-2013
S
STRUCTURAL
S
R C D H S E T N Y A M A U I E C E C E N H C
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No.4337 Exp.3/31/13
T A
T
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RENEWAL DATE
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C ALI
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A I N R
F O
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SACRAMENTO MEDICAL CENTER 2025 MORSE AVENUE SACRAMENTO, CA 95825 Project
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W18X35(18) C=3/4"
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Date 9/29/11
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By
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Revisions OSHPD SUBMITTAL
S3.04
W21X44(26) C=11/4"
) 9 2 , 2 , 9 2 ( 5 5 X 4 2 W
TYP
1
6 2 X 2 1 W
7 . 2 4 X 8 1 C M
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F
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G
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This documentis thepropertyof theOwnerand is not tobe used wit houthis writtenpermission Architect/EngineerOf Record:_________________________________________________
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Facility
SACRAMENTO MEDICAL CENTER 2025 MORSE AVENUE SACRAMENTO, CA 95825 Project
J
NEW CENTRAL UTILITY PLANT BUILDING
J
SheetTitle
ROOF FRAMING PLAN 1
2
3
4
F ac . No .: CN21 Scale:
ROOF FRAMING PLAN
B dl g. No .:
1/8"=1'-0"
F lo or L ev : KPProj.No.: PermitNo.:
1/8" = 1'-0"
S ec ti on : 161-994
0
5'
50'
0
5'
25'
0
1'
12'
0
1'
6'
0
4'
0
1'
3'
0
2'
0
1' IFTHISSHEETISNOT30"x 42",ITIS AREDUCEDPRINTSCALEACCORDINGLY
GRAPHICSCALES :
1/16"=1'-0"
1/8" = 1'-0"
1/4" = 1'-0"
A
1/2"=1'-0"
B
C
D
3/4"=1'-0"
E
F
1"=1'-0"
G
11/2"=1'-0"
H
3"=1'-0"
J
CONCOVERMTLDECK PERPLANTYP 39' -8" T.O.PARAPET
National Facilities Services Post Office Box 12916 Oakland, California 94604
39' -8" T.O.PARAPET
VARIES TOC
8"CMUWALL PER PLANTYPUNO
Revisions No. 1
25' -0" TOW
19' -0" T.O.C.
Revisions
By
OSHPD SUBMITTAL
Date
Appr.
9/29/11
19' -0" T.O.C. 10"CMUWALL PERPLAN WFBEAMPER PLANTYP
CONCSLABONGRADE PERPLAN 0' -0" TOC
0' -0" TOC
CONTFTGPER PLANTYP
SECTION
A
B
C
D
A
1/8" = 1'-0"
S3.01
E
F
G
H
J
MECH'LSCREENFRMG PERPLAN,TYP
45' -6" T.O.SCREENWALL
CONCOVERMTLDECK PERPLANTYP
39' -8" T.O.PARAPET
KEY PLAN
VARIES 8"CMUWALL PERPLANTYP
TOC
AREAOFWORK 28'-0" T.O.PARAPET
19' -0" T.O.C.
WFBEAMPER PLANTYP
WFBEAMPER PLANTYP
CONCSLABONGRADE PERPLAN 0' -0" TOC
0' -0" TOC
CONTFTGPER PLANTYP
SECTION
B
1/8" = 1'-0"
S3.01
This documentis thepropertyof theOwnerand is not tobe used wit houthis writtenpermission Architect/EngineerOf Record:_________________________________________________
1
1.1
2
MECH'LSCREENFRMG PERPLAN,TYP
45' -6" T.O.SCREENW ALL
3
3.9
4
1
2
3
4 E D R E
P R
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+38'-01/2" TOC@RIDGE
O F E S S I O N A L
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33' -0" T.O.SCREENW ALL
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T.O.PARAPET
WFCOLPER PLANTYP
CONCOVERMTLDECK PERPLANTYP
25' -0" TOW
CONCOVERMTLDECK PERPLANTYP
VARIES
19' -0" T.O.C.
3473
HYArchitects Projectnumber:
TOC 19' -0" T.O.C.
Facility
10"CMUWALL PERPLAN
8"CMUWALLPER PLANTYPUNO WFGIRDERPER PLANTYP
WFBEAMPER PLANTYP
WFBEAMPER PLANTYP
SACRAMENTOMEDICALCENTER 2025 MORSE AVENUE SACRAMENTO, CA 95825 Project
NEW CENTRAL UTILITY PLANT BUILDING 5'-0"
CONCSLABONGRADE PERPLAN
CONCSLABONGRADE PERPLANTYP
TOS
SheetTitle 0' -0" TOC
0' -0" TOC
0' -0" TOC
BUILDING SECTIONS CONTFTGPER PLANTYP
-6'-0" BOC
SECTION
C
1/8" = 1'-0"
SECTION
D
F ac . No .:CN21 Scale:
1/8" = 1'-0"
B dl g. No .:
1/8"=1'-0"
F lo or L ev : KPProj.No.: PermitNo.:
S ec ti on : 161-994
0
5'
50'
0
5'
25'
0
1'
12'
0
1'
6'
0
4'
0
1'
3'
0
2'
0
1' IFTHISSHEETISNOT30"x 42",ITIS AREDUCEDPRINTSCALEACCORDINGLY
GRAPHICSCALES :
1/16"=1'-0"
1/8" = 1'-0"
1/4" = 1'-0"
3.9
1/2"=1'-0"
3/4"=1'-0"
1"=1'-0"
11/2"=1'-0"
3"=1'-0"
3.9
4
4
National Facilities Services Post Office Box 12916 Oakland, California 94604
L3x3x5/16"STFNR TYPOF3
E
E
E
E
Revisions No.
HSS12X2X1/4" 1
Q E
Revisions
By
Date
Appr.
C12X20.7
HSS12X2X1/4"
1
TYP
OSHPD SUBMITTAL
9/29/11
S6.03
Q E
Q E
R E G D E L " 4 / 1 X 2 X 2 1 S S H
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HSS12X2X1/4" HSS12X2X1/4"
S6.02
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W 3
TYP
S6.03 2
TYP
S6.03
UP
31/2" NWCOVER 3"X18GAMTLDECK
Q E HSS12X2X1/4"
C12X20.7
HSS12X2X1/4"
F
F
F
F
2"NWCW/ 6x6-W1.4xW1.4 WWFOVER10GAFLATPAN
3.9
SOUTH STAIR - FOUNDATION
1
3.9
4
SOUTH STAIR - 2ND FLOOR FRAMING
3/8" = 1'-0"
S6.01
2
2
4
3/8" = 1'-0"
S6.01
KEY PLAN
3 2
3
B
B
S6.02
S6.02 AREAOFWORK
A
3.9
A
A
A
4 1
TYP
S6.03
31/2"NWC OVER 3"X18GAMTLDECK
W14X22(10)
UP
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DN
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S6.02
HSS12X2X1/4
4 X 6 S S H
This documentis thepropertyof theOwnerand is not tobe used wit houthis writtenpermission
" 4 / 1 X 2 X 2 1 S S H
HSS12X2X1/4 3 2
TYP
S6.03 " 4 / 1 X 2 X 2 1 S S H
6 2 X 2 1
TYP
TYP
S6.03
S6.03
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" 4 / 1 X 2 X 2 1 S S H
S6.03
L3X3X5/16"STFNR TYPOF3
HSS6X4X1/2"
3473
HYArchitects Projectnumber:
3.9
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4 B
BASEPL TYP
Facility
4
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S6.03
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B
B
B HSS12X2X1/4"
SACRAMENTOMEDICALCENTER 2025 MORSE AVENUE SACRAMENTO, CA 95825 Project
5
SOUTH STAIR - ROOF
3 S6.01
10"
3/8" = 1'-0"
2"NWCW/ 6x6W1.4xW1.4WWF OVER10GAFLATPAN
A
TYP
NEW CENTRAL UTILITY PLANT BUILDING
S6.03
4"
SheetTitle
STAIR PLANS 2
3
2
3 F ac . No .:CN21 Scale:
B dl g. No .:
3/8"=1'-0"
F lo or L ev : KPProj.No.: PermitNo.:
S ec ti on : 161-994
0
5'
50'
0
5'
25'
0
1'
12'
0
1'
6'
0
4'
0
1'
3'
0
2'
0
1' IFTHISSHEETISNOT30"x 42",ITIS AREDUCEDPRINTSCALEACCORDINGLY
GRAPHICSCALES :
1/16"=1'-0"
4
1/8" = 1'-0"
1/4" = 1'-0"
1/2"=1'-0"
3/4"=1'-0"
1"=1'-0"
11/2"=1'-0"
3"=1'-0"
A
3.9
National Facilities Services Post Office Box 12916 Oakland, California 94604
B
Revisions CONCOVERMTLDECK PERPLAN
No. 1
39' -8" T.O.PARAPET
Revisions
By
Date
OSHPD SUBMITTAL
Appr.
9/29/11
39' -8" T.O.PARAPET
VARIES TOC CONCOVERMTLDECK PERPLAN
WFBEAMPER PLANTYP
WFBMPER PLAN
CONCOVERFLAT PANPERPLAN
CMUWALLPERPLAN
HSSBM PERPLAN
KEY PLAN
HSSLEDGERPERPLAN. ATTACHTOWALL PER 6 S6.03
AREAOFWORK
CONCOVERMTLDECK PERPLAN
CONCOVERMTLDECK PERPLAN
19' -0" T.O.C.
CMUWALLPER PLANTYP
WFBMPERPLAN
CLEDGERPERPLANTYP. ATTACHTOCMUWALLPER
2 S5.03
MTLSTUDWALL PERARCH'L
HSSSTRINGER PERPLANTYP
HSSSTRINGER TYPPERPLAN
CONCOVERFLAT PANPERPLAN This documentis thepropertyof theOwnerand is not tobe used wit houthis writtenpermission
+9'-6"
9'-6"
TOC
TOC
Architect/EngineerOf Record:_________________________________________________
E D R E
HSSBEAM PERPLAN
P R
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O F E S S I O N A L
A
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G E
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SLABONGRADEPER PLAN
SLABONGRADEPER PLAN
0' -0" TOC
SACRAMENTOMEDICALCENTER 2025 MORSE AVENUE SACRAMENTO, CA 95825 Project
NEW CENTRAL UTILITY PLANT BUILDING
SheetTitle
CONTFTGPERPLAN
STAIR SECTIONS
PADFTGPERPLAN
F ac . No .:CN21
SECTION
A S6.02
1/2" = 1'-0"
SECTION
B S6.02
1/2" = 1'-0"
Scale:
B dl g. No .:
1/2"=1'-0"
F lo or L ev : KPProj.No.: PermitNo.:
S ec ti on : 161-994
0
5'
50'
0
5'
25'
0
1'
12'
0
1'
6'
0
4'
0
1'
3'
0
2'
0
1' IFTHISSHEETISNOT30"x 42",ITIS AREDUCEDPRINTSCALEACCORDINGLY
GRAPHICSCALES:
1/16"=1'-0"
1/8" = 1'-0"
1/4" = 1'-0"
1/2"=1'-0"
3/4"=1'-0"
1"=1'-0"
BRNGPL3/4",TYP STAIRSTRINGERSBYSTAIRMFR. SEEARCHFORSHAPE&CONFIG HSS12x2X3/16"MINOR C12x20.7 MIN.NO FLATPLSTRINGERS PERMITTED 3/16"MINEND ANDBRNGPL
SLABON GRADE PERPLAN
3/16"MINEND ANDCAPPLTYP
ENDPL1/4", TYP
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1/8 3" HSSBMPER PLAN
CLR #4 T&B
WFBEAM PERPLAN
L O C L C
LSTFNRPERPLAN SHEARPLBYSTAIR MFR3/8"MIN
EASIDETYP STRINGER TOHSS
5/16
2
" 2 / 1
Revisions
1
No.
18" MIN
7
TYPICAL STAIR STRINGER TO SLAB-ON-GRADE DETAIL
DETAIL
S6.03
TYPICAL STAIR STRINGER TO FLOOR DETAIL
1" = 1'-0"
S6.03
550SD001-12
By
Date
Appr.
9/29/11
1/4
1
COLUMN SEEPLANS PL5/8"OVER11/2" FLOWABLENONSHRINKGROUT
PCSTAIRSTRINGER ASREQD
2
Revisions OSHPD SUBMITTAL
" 2 / 1
" 2 / 1
WELDPER STAIRMFR 3/16"MIN
(*)CONNECTIONTOACCOMMODATE INTERSTORYDRIFT
1
11/2" 2-11/16"ØHOLESFOR 3/4"ØHILTIKB-TZBOLTS W/6" EMBED
1
STFNRLTO FLATPANTYP
3@6
" 2 / 1
National Facilities Services Post Office Box 12916 Oakland, California 94604
71/2"
11/2" 1-1 1/16"ØHOLEFOR 3/4"ØHILTIKB-TZBOLTS W/6" EMBED
CONCRETEFILLED PANTREADSBY STAIRMFR(2"MIN)
METALDECK W/CONCFILL
3"=1'-0"
CLCOL 21/2"
STAIRSTRINGERSBYSTAIR MFR.SEE ARCHFOR SHAPEANDCONFIG HSS12x2X3/16"MINOR C12x20.7 MIN.NO FLATPLSTRINGERS PERMITTED
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5/16
CJPTYP @MITERS
CONNBY STAIRMFR(*)
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3 S6.03
DETAIL 510SD007-12
4 S6.03
550SD002-12
HSSLEDGERPERPLAN 3"DIABOLT ACCESSHOLE,TYP HSSSTRINGERPERPLAN 6"
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1' - 0"
1' - 0"
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5 S6.03
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S R O H C P N Y T A I D I I E B B K I M E T " L 4 I / H 1 ø 3 " 4 / / 3 W
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PPGRIND SMOOTH
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1" = 1'-0"
AREAOFWORK
This documentis thepropertyof theOwnerand is not tobe used wit houthis writtenpermission Architect/EngineerOf Record:_________________________________________________
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C-26566 02-28-2013
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No.4337 Exp.3/31/13
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HYArchitects Projectnumber:
3473
Facility
SACRAMENTO MEDICAL CENTER 2025 MORSE AVENUE SACRAMENTO, CA 95825 Project
NEW CENTRAL UTILITY PLANT BUILDING
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STAIR DETAILS F ac . No .: CN21 Scale:
B dl g. No .:
1"=1'-0"
F lo or L ev : KPProj.No.: PermitNo.:
S ec ti on : 161-994
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