7.ALLSERVICEAREASSHALLBESCREENEDTOCONCEALTRASHCONTAINERS,
THEPHOENIXBUILDINGCONSTRUCTIONCODECONSISTSOFTHECITY OFPHOENIXADMINISTRATIVEPROVISIONS,THEFOLLOWINGCODES ANDSTANDARDS,ANDCITYOFPHOENIXAMENDMENTSTHERETO:
2018INTERNATIONALBUILDINGCODE(IBC)
9.AFTERFINALAPPROVALTHEPROJECTWILLBEINSPECTEDFORZONING COMPLIANCEDURINGCONSTRUCTIONANDPRIORTOOCCUPANCY.THE
10.BARBED,RAZORORCONCERTINAWIRE(ORSIMILAR)SHALLNOTBEUSED ONTHISSITEWHEREVISIBLEFROMPUBLICSTREETSORADJACENT RESIDENTIALAREAS.
11.ONSITELIGHTINGSHALLNOTEXCEEDONEFC(FOOTCANDLE)ATTHE PROPERTYLINE.
12.MAXIMUMNOISELEVELOF55DECIBELS(NORMALSPEAKINGVOICE)ATTHE PROPERTYLINE.
13.SITELANDSCAPING,WALLSANDLIGHTINGTOMATCHINPHASEDPROJECTS.
14.ALLON-SITEWATERLINES,INCLUDINGTHOSEREQUIREDFORFIRE PROTECTIONSHALLBEPRIVATEPLUMBINGLINESSUBJECTTOTHEPHOENIX PLUMBINGCODE.
15.THEARCHITECTSHALLNOTHAVECONTROLORCHARGEOF,ANDSHALLNOT BERESPONSIBLEFORCONSTRUCTIONMEANS,METHODS,TECHNIQUES, SEQUENCEONPROCEDURES,ORFORSAFETYPRECAUTIONSANDPROGRAMS INCONNECTIONWITHTHEWORK,ALLOFWHICHSHALLBETHESOLE RESPONSIBILITYOFTHECONTRACTOR.
16.THEDESIGN,ADEQUACY,ANDSAFETYOFERECTIONBRACING,SHORING, TEMPORARYSUPPORTS,ETC.,DURINGDEMOLITIONANDCONSTRUCTION,IS THESOLERESPONSIBILITYOFTHECONTRACTOR,ANDHASNOTBEEN CONSIDEREDBYTHESTRUCTURALENGINEER.
17.DISCREPANCIESINTHECONTRACTDOCUMENTS;INTHEEVENTOFERROR, OMISSION,AMBIGUITY,ORCONFLICTWITHINTHEDRAWINGSOR SPECIFICATIONS,THECONTRACTORSHALLBRINGTHEMATTERTOTHE ARCHITECT'SATTENTIONINATIMELYMANNER,FORARCHITECT'S DETERMINATIONANDDIRECTIONINACCORDANCEWITHPROVISIONSOFTHE GENERALCONDITIONS.DISCREPANCIESINTHECONTRACTDOCUMENTSSHALL NOTBEALLOWEDASABASISFORCHANGEORDERS.
18.JOBSITEMEASUREMENTSARETHEFULLRESPONSIBILITYOFTHE CONTRACTORAND/ORSUBCONTRACTORANDMUSTBETAKENFORALLITEMS BYALLSUBCONTRACTORSPRIORTOFABRICATION.
19.THECONTRACTORSHALLBERESPONSIBLEFORINSTALLINGSOLIDBACKING BEHINDALLSHELVING,HANDRAILS,BRACKETS,CABINETS,DOORSTOPSETC.
CODES
JOISTTOALLSILLORGIRDER,TOENAIL
BRIDGINGTOJOIST,TOENAILEACHEND
PLATETOJOISTORBLOCKING,FACENAIL TOPPLATETOSTUD,ENDNAIL
DOUBLESTUDS,FACENAIL STUDTOPLATE
DOUBLETOPPLATES,FACENAIL
TOPPLATE,LAPSINTERSECTIONS,FACENAIL
CONTINUOUSHEADER,TWOPIECES
CEILINGJOISTSTOPLATE,TOENAIL
CONTINUOUSHEADERTOSTUDS,TOENAIL
CEILINGJOISTS,LAPSOVERPARTITIONS,FACENAIL
CEILINGJOISTTOPARALLELRAFTERS,FACENAIL
RAFTERTOPLATE,TOENAIL BUILT-UPCORNERSTUDS
PROJECTDESCRIPTION
ALLCONCRETECONSTRUCTIONPERACI.MECHANICALLYVIBRATEALLCONCRETEWHENPLACED. EXCEPTTHATSLABSONGRADENEEDBEVIBRATEDONLYAROUND-UNDERFLOORDUCTS,ETC. MAXIMUMSLUMP4-1/2"FORCONCRETEWITHOUTPLASTICIZER.IFPLASTICIZERISUSED,AHIGHER FINALSLUMPMAYBEALLOWEDUPONSTRUCTURALENGINEER'SAPPROVAL.CASTCLOSUREPOUR AROUNDCOLUMNSAFTERCOLUMNDEADLOADISAPPLIED.UNLESSAPPROVEDOTHERWISEIN WRITINGBYTHEDESIGNER,ALLCONCRETESLABSONGRADESHALLBEBOUNDBYCONTROLJOINTS (KEYEDORSAWCUT),ASSHOWNONTHEFOUNDATIONPLANSUCHTHATTHEENCLOSEDAREADOES NOTEXCEED400SQUAREFEET.KEYEDCONTROLJOINTSNEEDONLYOCCURATEXPOSEDEDGES DURINGPOURING.ALLOTHERJOINTSMAYBESAWCUT. 1#5INCENTEROFGROUTATCENTEROFWALL,CONTINUOUSFULLHEIGHTOFWALLATALL CORNERS,INTERSECTIONS,WALLENDS,BEAMBEARINGS,EACHSIDEOFCONTROLJOINTSANDAT INTERVALSNOTTOEXCEED48"O.C.UNLESSNOTEDOTHERWISESEESCHEDULE.TIEAT8'-0" VERTICALLY,WITHSINGLEWIRELOOPTIEBYA.A.WIREPRODUCTSCOMPANY.LAPSPLICESSHALLBE 48BARDIAMETERSFORGRADE60BARS.DOWELALLVERTICALREINFORCINGTOFOUNDATIONWITH DOWELSTOMATCHVERTICALREINFORCING. #5INMINIMUM8"DEEPGROUTEDCONTINUOUSBONDBEAMATROOFLINE.1#5INMINIMUM8"DEEP GROUTEDCONTINUOUSBONDBEAMATTOPOFPARAPETORTOPOFFREESTANDINGWALL.PLACE THESEBARSCONTINUOUSTHROUGHCONTROLJOINTSPERTYPICALDETAIL.PROVIDEBENTBARS PERTYPICALDETAILS,TOMATCHHORIZONTALBONDBEAMREINFORCING,ATCORNERSANDWALL INTERSECTIONTOMAINTAINBONDBEAMCONTINUITY.LAPSPLICESSHALLBE40BARDIAMETERS FORGRADE40BARSAND48BARDIAMETERSFORGRADE60BARS.STAGGERSPLICESMINIMUMOF 40BARDIAMETERS.DONOTSPLICEWITHIN8'-0"OFCONTROLJOINTS.STANDARDWEIGHT(NO.9 GAGEWIRE)DUR-O-WALORDUR-O-WIRE(OREQUIVALENT)LADDERTYPEJOINTREINFORCEMENTAT 16"O.C.INMASONRYWALLSLAP8"MINIMUM.
UNLESSNOTEDOTHERWISEORSHOWN,PROVIDELINTELSIN8"MASONRYWALLSPERTYPICAL NON-BEARINGLINTELDETAILFOROPENINGSREQUIREDBYOTHERDISCIPLINES(MECHANICAL, ELECTRICAL,PLUMBING,ETC.).
ALLREINFORCINGPERCRSISPECIFICATIONSANDHANDBOOK.ASTMA615(Fy=60KSI)DEFORMED BARSFORALLBARS#5ANDLARGER(ANDFORALLCONCRETEWALLS,BEAMS,SLABSANDCOLUMN REINFORCEMENT.ASTMA615(Fy=40KSI)DEFORMEDBARSFORALLBARS#4ANDSMALLER.ALL GRADE60REINFORCINGTOBEWELDEDSHALLBEASTMA706.WELDEDWIREFABRICPERASTMA185, WIREPERASTMA82.NOTACKWELDINGOFREINFORCINGBARSALLOWEDWITHOUTPRIORREVIEW OFPROCEDUREWITHTHEDESIGNER.LATESTACICODEANDDETAILINGMANUALAPPLY
GENERALSTRUCTURALSPECIFICATIONS
LUMBER(SAWNLUMBER) FRAMINGLUMBERSHALLCOMPLYWITHTHELATESTEDITIONOFTHE GRADINGRULESOFTHEWESTERNWOODPRODUCTSASSOCIATION ORTHEWESTCOASTLUMBERINSPECTIONBUREAU.ALLSAWN LUMBERSHALLBESTAMPEDWITHTHEGRADEMARKOFAN APPROVEDLUMBERGRADINGAGENCYANDSHALLHAVETHE FOLLOWINGMINIMUMPROPERTIES: MEMBER EPSI(MINIMUM)SPECIES& GRADED 2xHEADERS,RAFTERS,JOISTS1,600,000 DFL2
POSTS4X4,4X6 1,600,000 DFL2 POSTS6X6,6X8 1,600,000 DFL1
2XLEDGERS 1,600,000 DFL2
TOPPLATES,2X4 1,200,000 HEM-FIRSTD
TOPPLATES,2X6 1,300,000 HEM-FIR-2
BOTTOMPLATES,2X4,2X6 1,100,000 HEM-FIR UTILITY(PT) 4XBEAMS,HEADERS 1,600,000 DFL1
6XBEAMS,HEADERS 1,600,000 DFL1 CEILINGJOISTS 1,600,000 DFL2
FACEGRAINPERPENDICULARTOSUPPORTS.STAGGERJOINTS.ALL NAILINGCOMMONNAILS.ALLPLYWOODSHALLBEOFTHE FOLLOWINGTHICKNESS,SPAN/INDEXRATIO,ANDSHALLBE
GLUE-LAMINATEDBEAMS
GLUED-LAMINATEDBEAMSSHALLHAVETHEFOLLOWINGMINIMUM PROPERTIES: Fb=2,400PSI,Fv=165PSI,Fc(PERP)=650PSI.E=1,800,000PSI. BEAMSCANTILEVERINGOVERSUPPORTSSHALLHAVETHE SPECIFIEDMIN.PROPERTIESTOP&BOTTOM.ALLBEAMSSHALLBE FABRICATEDUSINGWATERPROOFGLUE.FABRICATION&HANDLING PERLATESTAITCANDWCLASTANDARDS.BEAMSTOBEARGRADE STAMPANDAITCSTAMPANDCERTIFICATE.U.N.O.ONPLANS, CAMBERSHALLBEBASEON3500FT.RADIUS.
LUMBERNOTES&SPECIFICATIONS
E.CAMELBACKRD.
E.CAMPBELLRD.
E.INDIANSCHOOLRD. SITE