EXCEPTTHATSLABSONGRADENEEDBEVIBRATEDONLYAROUND-UNDERFLOORDUCTS,ETC. MAXIMUMSLUMP4-1/2"FORCONCRETEWITHOUTPLASTICIZER.IFPLASTICIZERISUSED,AHIGHER FINALSLUMPMAYBEALLOWEDUPONSTRUCTURALENGINEER'SAPPROVAL.CASTCLOSUREPOUR AROUNDCOLUMNSAFTERCOLUMNDEADLOADISAPPLIED.UNLESSAPPROVEDOTHERWISEIN WRITINGBYTHEDESIGNER,ALLCONCRETESLABSONGRADESHALLBEBOUNDBYCONTROLJOINTS (KEYEDORSAWCUT),ASSHOWNONTHEFOUNDATIONPLANSUCHTHATTHEENCLOSEDAREADOES NOTEXCEED400SQUAREFEET.KEYEDCONTROLJOINTSNEEDONLYOCCURATEXPOSEDEDGES DURINGPOURING.ALLOTHERJOINTSMAYBESAWCUT. #5INCENTEROFGROUTATCENTEROFWALL,CONTINUOUSFULLHEIGHTOFWALLATALL CORNERS,INTERSECTIONS,WALLENDS,BEAMBEARINGS,EACHSIDEOFCONTROLJOINTSANDAT INTERVALSNOTTOEXCEED48"O.C.UNLESSNOTEDOTHERWISESEESCHEDULE.TIEAT8'-0" VERTICALLY,WITHSINGLEWIRELOOPTIEBYA.A.WIREPRODUCTSCOMPANY.LAPSPLICESSHALLBE 48BARDIAMETERSFORGRADE60BARS.DOWELALLVERTICALREINFORCINGTOFOUNDATIONWITH DOWELSTOMATCHVERTICALREINFORCING.
2#5INMINIMUM8"DEEPGROUTEDCONTINUOUSBONDBEAMATROOFLINE.#5INMINIMUM8"DEEP GROUTEDCONTINUOUSBONDBEAMATTOPOFPARAPETORTOPOFAFREESTANDINGWALL.PLACE THESEBARSCONTINUOUSTHROUGHCONTROLJOINTSPERTYPICALDETAIL.PROVIDEBENTBARS PERTYPICALDETAILS,TOMATCHHORIZONTALBONDBEAMREINFORCING,ATCORNERSANDWALL INTERSECTIONTOMAINTAINBONDBEAMCONTINUITY.LAPSPLICESSHALLBE40BARDIAMETERS FORGRADE40BARSAND48BARDIAMETERSFORGRADE60BARS.STAGGERSPLICESAMINIMUMOF 40BARDIAMETERS.DONOTSPLICEWITHIN8'-0"OFCONTROLJOINTS.STANDARDWEIGHT(NO. GAGEWIRE)DUR-O-WALORDUR-O-WIRE(OREQUIVALENT)LADDERTYPEJOINTREINFORCEMENTAT 16"O.C.INMASONRYWALLSLAP8"MINIMUM.
UNLESSNOTEDOTHERWISEORSHOWN,PROVIDELINTELSIN8"MASONRYWALLSPERTYPICAL NON-BEARINGLINTELDETAILFOROPENINGSREQUIREDBYOTHERDISCIPLINES(MECHANICAL, ELECTRICAL,PLUMBING,ETC.). ALLREINFORCINGPERCRSISPECIFICATIONSANDHANDBOOK.ASTMA615(Fy60KSI)DEFORMED BARSFORALLBARS#5ANDLARGER(ANDFORALLCONCRETEWALLS,BEAMS,SLABSANDCOLUMN REINFORCEMENT.ASTMA615(Fy40KSI)DEFORMEDBARSFORALLBARS#4ANDSMALLER.ALL GRADE60REINFORCINGTOBEWELDEDSHALLBEASTMA706.WELDEDWIREFABRICPERASTMA185, WIREPERASTMA82.NOTACKWELDINGOFREINFORCINGBARSALLOWEDWITHOUTPRIORREVIEW OFPROCEDUREWITHTHEDESIGNER.LATESTACICODEANDDETAILINGMANUALAPPLY #6ORLARGER...........................................................2" #5ORSMALLER.........................................................1-1/2"
GENERALSTRUCTURALSPECIFICATIONS
LUMBER(SAWNLUMBER)
FRAMINGLUMBERSHALLCOMPLYWITHTHELATESTEDITIONOFTHE GRADINGRULESOFTHEWESTERNWOODPRODUCTSASSOCIATION ORTHEWESTCOASTLUMBERINSPECTIONBUREAU.ALLSAWN
LUMBERSHALLBESTAMPEDWITHTHEGRADEMARKOFAN APPROVEDLUMBERGRADINGAGENCYANDSHALLHAVETHE
FOLLOWINGMINIMUMPROPERTIES:
PROVIDEBENTCORNERBARSTOMATCHANDLAPWITHHORIZONTALBARSATALLCORNERSAND INTERSECTIONSPERTYPICALDETAILS.REINFORCINGBARSPACINGGIVENAREMAXIMUMON CENTERS.ALLBARSPERCRSISPECIFICATIONSANDHANDBOOK.DOWELALLVERTICAL REINFORCINGTOFOUNDATIONWITHSTANDARD90DEGREEHOOKSUNLESSNOTEDOTHERWISE. SECURELYTIEALLBARSINLOCATIONBEFOREPLACINGCONCRETE.
SHEATHING ALLPLYWOODSHALLBECDXORBETTERANDSHALLBEARTHE STAMPOFANAPPROVEDTESTINGAGENCY.LAYUPPLYWOODWITH FACEGRAINPERPENDICULARTOSUPPORTS.STAGGERJOINTS.ALL NAILINGCOMMONNAILS.ALLPLYWOODSHALLBEOFTHE FOLLOWINGTHICKNESS,SPAN/INDEXRATIO,ANDSHALLBE ATTACHEDASFOLLOWSUNLESSOTHERWISENOTEDONPLANS.
SPAN/INDEX EDGE FIELD USE THICKNESSRATIOATTACHMENTATTACHMENT ROOF1/2 32/16 8d@6"O.C. 8d@12"O.C. ROOF5/8 32/16 10d@6"O.C. 10d@12"O.C. FLOOR3/4T&G40/20 SCREWS@6"O.C.SCREWS@12" O.C. WALL3/8 24/0 8d@6"O.C. 8d@12"O.C.
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
THESCOPEOFTHISPROJECTISTODESIGN&BUILD2NEWADDITIONAL BATHROOMS,ANADUSPACEANDREMODELONEOFTHEBEDROOMS INTOAGAMEROOMINSIDETHEEXISTINGRESIDENTIALHOME.
SCOPEOFWORK
THEPHOENIXBUILDINGCONSTRUCTIONCODECONSISTSOFTHECITY OFPHOENIXADMINISTRATIVEPROVISIONS,THEFOLLOWINGCODES ANDSTANDARDS,ANDCITYOFPHOENIXAMENDMENTSTHERETO:
2023INTERNATIONALBUILDINGCODE(IBC)
2023INTERNATIONALRESIDENTIALCODE(IRC)
2023INTERNATIONALEXISTINGBUILDINGCODE(IEBC) 2023INTERNATIONALENERGYCONSERVATIONCODE(IECC) 2023INTERNATIONALMECHANICALCODE(IMC) 2023INTERNATIONALFUELGASCODE 2023INTERNATIONALCODECOUNCILPERFORMANCECODE 2021NATIONALELECTRICALCODENFPA-70 2023INTERNATIONALPLUMBINGCODE(IPC)
CODES
1.DEVELOPMENTANDUSEOFTHISSITEWILLCONFORMTOALLAPPLICABLE CODESANDORDINANCES.
2.ALLNEWORRELOCATEDUTILITIESWILLBEPLACEDUNDERGROUND.
3.STRUCTURESANDLANDSCAPINGWITHINATRIANGLEMEASUREDBACK10 FEETFROMTHEPROPERTYLINEAND20FEETALONGTHEPROPERTYLINEON EACHSIDEOFTHEDRIVEWAYENTRANCESWILLBEMAINTAINEDATAMAXIMUM HEIGHTOF3'-0".
4.OWNERSOFPROPERTYADJACENTTOPUBLICRIGHTOFWAYWILLHAVETHE RESPONSIBILITYFORMAINTAININGALLLANDSCAPINGWITHINTHERIGHTOF WAYINACCORDANCEWITHAPPROVEDPLANS.
4.ANYLIGHTINGWILLBEPLACEDSOASTODIRECTTHELIGHTAWAYFROM ADJACENTRESIDENTIALDISTRICTSANDWILLNOTEXCEEDONEFOOTCANDLE ATTHEPROPERTYLINE.NONOISE,ODORORVIBRATIONWILLBEEMITTEDAT ANYLEVELEXCEEDINGTHEGENERALLEVELOFNOISE,ODORORVIBRATION EMITTEDBYUSESINTHEAREAOUTSIDEOFTHESITE.
6.ALLROOFTOPEQUIPMENTANDSATELLITEDISHESSHALLBESCREENEDTO THEHEIGHTOFTHETALLESTEQUIPMENT.
7.ALLSERVICEAREASSHALLBESCREENEDTOCONCEALTRASHCONTAINERS, LOADINGDOCKS,TRANSFORMERS,BACKFLOWPREVENTOR,ANDOTHER MECHANICALORELECTRICALEQUIPMENTFROMEYELEVELADJACENTTOALL PUBLICSTREETS.
8.THEEXISTINGSTRUCTURESMUSTCOMPLYWITHTHECHANGEOF OCCUPANCYPROVISIONSINTHEPHOENIXCONSTRUCTIONCODEPRIORTO USE.
9.AFTERFINALAPPROVALTHEPROJECTWILLBEINSPECTEDFORZONING COMPLIANCEDURINGCONSTRUCTIONANDPRIORTOOCCUPANCY.THE APPLICANTISTONOTIFYDSDPRIORTOOCCUPANCYTOARRANGEFOR INSPECTIONS.CALL262-6981ANDREQUESTADESIGNREVIEWINSPECTION.
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. ANDALLEQUIPMENTREQUIRINGBACKING.
20.WRITTENDIMENSIONSHALLBEUSEDFORLAY-OUT.DONOTSCALE DRAWINGS.
21.THECONTRACTORSHALLVISITTHEJOBSITEANDBERESPONSIBLEFOR THETHEVERIFICATIONOFALLEXISTINGCONDITIONS,ELEVATIONSAND DIMENSIONSPRIORTOCOMMENCINGCONSTRUCTION.
22.THECONTRACTORSHALLBERESPONSIBLEFORLEAVINGALLFINISHED SURFACESCLEANATTHECOMPLETIONOFTHEWORKANDSHALLREMOVEALL EXCESSMATERIALANDDEBRISFROMTHEJOBREGULARLY.
23.ALLCONSTRUCTIONANDWORKMANSHIPSHALLCONFORMTOTHE REQUIREMENTSOFLOCALCODES.
24.RELATIONSHIPOFCONTRACTDOCUMENTS:DRAWINGS,SPECIFICATIONS ANDOTHERCONTRACTDOCUMENTSINTHEPROJECTMANUALAREINTENDED TOBECOMPLIMENTARY.WHATISSHOWNORREQUIREDBYONESHALLBEASIF REQUIREDBYALL.WHATISSHOWNORREQUIRED,ORMAYBEREASONABLY INFERREDTOBEREQUIRED,ORWHICHISUSUALLYANDCUSTOMARILY PROVIDED,SHALLBEINCLUDEDINTHEWORK.
25.THECONTRACTORSHALLCOORDINATETHEINSTALLATIONOFALLITEMS MARKEDO.F.C.I.(OWNERFURNISHED/CONTRACTORINSTALLEDORN.I.C.ITEMS (NOTINCONTRACT)WITHTHEOWNER.
26.THECONTRACTORSHALLBERESPONSIBLEFOROBTAININGTHEFOLLOWING PERMITSINADDITIONTOTHEOTHERPERMITSREQUIRED:
EXIST'G.AREA=6,957S.F. EXIST'GLIVABLESPACE=1,508S.F. ***TOTALADDITIONALSPACE=112S.F. -NEWBATHROOM1=40S.F. -NEWBATHROOM2=38S.F. NEWPORCH=23S.F. -NEWWATER/HEATER=11S.F. TOTAL=112S.F.
TOTALLIVABLESPACEAREA=1,620S.F. TOTALUNDERROOFAREA=2,430S.F. LOTCOVERAGE=1,620/6,957=23.28%
N. 30TH DR.
20814
20814 N. 30TH DR.
NOTE EXTENDEXISTINGROOF,WHICHISADDED WITHPEEL&STICKMATERIALFORFLAT ROOFSBSSELF-ADHERINGBASESHEET ROLLFORLOWSLOPEROOF.
NOTE EXTENDEXISTINGROOF,WHICHISADDED WITHPEEL&STICKMATERIALFORFLAT ROOFSBSSELF-ADHERINGBASESHEET ROLLFORLOWSLOPEROOF.
ROOFVENT
AIRVENTILATIONFOR DRAINAGEPIPE
NEWBATHROOM
NORTHELEVATION
ROOFVENT
AIRVENTILATIONFOR DRAINAGEPIPE
NEWWATER HEATERROOM
ROOFVENT
AIRVENTILATIONFOR DRAINAGEPIPE
NEWBATHROOM
NEWBATHROOM
EXTERIOROR INTERIORWALLS
TREATEDPLATEAND
2XxBEARINGWALL
SLOPETODRAIN
1/4"12"MAX 1/8"12"MIN.
3" MIN.
FTG.@DOOR
2X4FLATAT24"O.C.NOTCH ENDTRUSSTOPASSTHRU& SUPPORTFASCIA
8dNAILS@6"OC
2x8 FASCIA
2x4BLKG.@48" OC 4-16d
2-16dEA. END
A35FRAMING ANCHOREACH SIDEOFSTUDS
PRE-FAB. TRUSSES DBL.2X6 CONT.TOP PLATE
2X6@16" O.C.MAX W/R-19 INSULATION
WALL(WHERE OCCURS)
MINIMUM(2)#4REBAR TOP&BOTTOMOFNEW FOOTING NEWCONC.
EXISTINGCONC. SLAB&FOOTING
WALL (WHEREOCCURS)
EXISTING4" CONC.SLAB &FOOTING
NEW4"CONC. SLABO/4" A.B.C.FILL
#4REBAREPOXIED6"
DOWELL@NEWFTNG.
ROOF SHINGLES
DOWELL@NEWSLAB
EXT.STUCCOFINISH
1/2"GYP.BD.FINISHINSIDE
2X6STUDS@24"O.C.W/R-19 INSULATION
2XHEADERSEEFRAMING PLAN
SEEFRAMINGPLANFORSIZE
CAULKSEALANTBOTHSIDES
R-38 INSULATION 2x FASCIA
10x10 WOOD COLUMN
5/8"GYPBD@ CEILING
SHOWERRECEPTORSBUILTDIRECTLYON THEGROUNDSHALL:
A)BEWATERTIGHT
B)BECONSTRUCTEDOFAPPROVEDTYPE,DENSE, NON-ABSORBENTANDNON-CORROSIVEMATERIALS
C)BEADEQUATELYREINFORCED
D)BEPROVIDEDWITHANAPPROVEDFLANGEDFLOOR DRAINMADEOFCASTIRONORBRASSDESIGNEDTO MAKEWATERTIGHTJOINTINFLOOR
E)HAVESMOOTH,IMPERVIOUSANDDURABLE SURFACES
F)HAVECURBSEXTENDINGATLEAST3"ABOVETHE FINISHEDTHRESHOLDBEFOREANYWOODSTRUCTURE MAYBEADDED
ROOF&WALLDETAIL
VAPOR BARRIER
2XSTUD FRAM'G
R-19BATTS(OR INSUL.)
1/2"GYPBD
1"T&GFIRERESISTIVEFOAM BOARD
WIREFABRICLATH MIN.#20GAUGE1"GALV. STEELWOVEN-WIREFABRIC.
INTERIOR FLOOR
REINFORCINGSTEEL
ONEKOTESTUCCOIAPMO ES382O/ VAPORBARRIER
1/2"∅A.B.@48"O.C.7" MIN.EMBED&12"FROM PLATEENDS.W/2" WASHER
1/2"GYP.BD.
R-19INSULATION
2X6STUDS@16"O.C.
H2.5@32"O.C.
4"CONC.O/ 4"A.B.C.
NAT.GRADE
2-#4CONT
#4BENTBAR@ 36"O.C.
WINDOWFRAME,FINISHAND STYLEBYOWNER
LINEOFWALLBEYOND
WINDOWHEADER
NOTE:
WEATHERRESISTIVE BARRIERISREQUIRED BEHINDFOAMPLASTIC SUBSTRATES&OVEROTHER SUBSTRATES. TWOLAYERSOFGRADE"D" WEATHERRESISTIVE BARRIER;BUILDINGPAPER APPLIEDDIRECTLYTO EXTERIORSIDEOFSTUD FRAMING.STAGGERJOINTS, LAPPEDHORIZ.6"MIN., VERTICAL2"MIN.
STUCCO,PERKWIK-KOTE MFR'SSPECS.ASTMC1328-05
NOTE:MIN.0.021"(NO.26GAUGE) CORROSION-RESISTANTWEEPSCREEDWITHA MIN.VERT.ATTACHMENTFLANGEOF1/2".
WALLCOVERINGIAPMO-ES382)STANDARDTYPICALDETAIL