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Home My WebLink AboutPA2022-089_20220422_Plans_11x1711 u z ... C/) l-o Ll.J I- I u n:::: <( z 0 C z ~ ca VICINITY MAP THESUB.ECTPROPERTYISLOGATEDINNEWPORTBE-'GH.GAINTttEAREAKNOWNASTHEBAYISI.AND[LOT22)0NTHE ~Tp::E:~~ :i:;:~ :~!s~=~~~~~ :~:LE~:1~~ ::~~~~ ~gN; i::1~::r~~~~~yp~!~-F ::~EJ/: :ri=~:~ ~~ 1:~A:~l-~~~~!1~~;~~~'. :1:;.~:~-L~~~uRciE~~~~ :; ~1~-APPX.1415.F. TO BE WOOD FRAMEDWITH ASLAII FOUNDATlON nlE RESIDENCE CONSIST OF A MASTER SUITE, BATH AND WAIK~N-CIOSFT,3SFCONMRYBFDROOMSWITHATTI\CHFDllATHS.AllUNKROOMWITHANATTACHFDllATH,ASTUIJY AREA,GREATR~,DINIMGAREA,LARGEEAT-INKITCHENWITH-',PANTRY.LAUNDRYROOM.ABAR,APOWDERBAnl, ANDAROOFLOIJNGEWITHANATTECTHEDE!i'tTHONTHETHIRDFLOOR.OOTOOORSPACESINCLOOINGENTRY,OECK, ~~~0Ri~~:::~;f~~~r:1~~;;A=~i~:1~~~~:~ilr~~:l::LES ANDWHITESIDING.BUILDINGCOMPONENTSANDMATERIALSWILLBEOFHIGHCIU-\LITYANDDUAABLE. 12 PROJECT DESCRIPTION / ~·~.,,~"~~~!~~~f~~~~i~H~~Ii,. ----- ",-~ --~r ~,.. . 1',~S .:-.) LI bJ,.FiJ.:~b.>, ► 2,290SF 5,725SF S3'-0"(SLOPEDROOF) 2,143SF 3,662SF 2,1523F 4,320SF CONfDRMS(YESJNO} ::~~:i":::~~~ :~~s1~t/~:~~~~~rl:~tH~~ls6~! ~i:1~~:g ~~~,;t·:~:GFE~E:~yp~~ND INCCLUDESTHEUSEOFIWOOFF.,SIU l'ARIINGSPACESINTHED:ISTING4ll-SP.I.CEP.I.IIKINGSTRUCTUREOWNEDIN COMMON BYBAYISLANDRESIDENTSLOCATEDAT5G1W.IIAYAYENUE.TIEPARKINGMANAGEMENTPut.NALSOINCLI.OESA :~t:~E~~ET~;:~~~ ~:I~ E~~':~~,!;.~T~::~~~o~:l~40~~~E. THERE~Y, THE PIIIJJECTP-IDES (3) SPACES 9 ZONING STANDARDS 1.LANOSCAl'EPLAN;BBQ;FIREPIT;ACCESS<JR'r'STRUGTURES,MASONRYORCOM:RETEWALLSIFENCES;RETAININGWALLSOVER4 6 EVANS RESIDENCE 22 BAY ISLAND NEWPORT BEACH, CA 92661 SPECIAL INSPECTIONS 2. CONTRACTORS~LUSETttECITYSTANDARDFORM'30-Co'IY"'1TICEOFINTENTTOEXCAV,1,TE'TONOTlFYADJACENT PROPERT10WNERSBYCERTIFIEDMAIL30-DAYSPRI0RT0STAATINGEXCAVATION0RSH0RING.CITYSTANDARDFORM CANBEOIITAINE□AT HTTPJM'IWJ.NEWPCRTBEACHCA-GtwMOME/SHOWDOCUMENT?ID•17395 7 SHORING & EXCAVATION FT.HIGHFROMTHEllOTTOMOFTHEFOUNOATIONTOTHETOPOFWALL;UNOERSEPERATEREVIEWSANOPERMITS(FORH.0.A. BUILDINGAREASCHEDULE PURPOSES) 2,:~~~SPAS,WALLS,FENCES,PATIOCOVERSANDOTHERFREESTANDINGSTRUCTURESREQUIRESEPARATERE\IIEWSAND 3.SUBMITSOIJNOATTENUATIONDESIGNFORfNACEQUPMENTPER AAISTD.2T5.SOUNDLEVELNDTTDEXCEE050dl!A{55dl!A :T~=~~-65ol!A WITH TIMER AND NEIGHBORS CONSENT). LOCliTKIN OF MEASUREMENT TO BE AT ADJACENT PROPE~TY PATIO 5, :E~~~~~s~NTri~R~~l~~~~::LLC:!Gs~~~~c!~:E~l:~T~E=;~~=:.E~~~~~~~l~~~::~ED DAYSMTERTIEDATEOFNOTIFICATIONPERNEWPORTBEACHMUNICIPALCODESECTION15.02.120 ~-PVSOLAR SYSTEM (MIN. 4.3KW DC)+ 5 KWH BATTERY SYSTEM PER T-24 NOTE:DEFERREDSUBMITTALSTOBERE\IIEWEDBYPROJECTARCflTECTORENGINEEROFRECORDANOCERTIFIEOPRIORTO SUBMITTAI.TOLOCAI.AGENCYFORRE\IIEW. ~BRE~~~1~:i~o~NTJT~~· ~~~~~~ =~::r~~:1~=01~:~~:"~I~~~~': ~~ ::/~~E:::~ONSIBLE SUBMITTALITEMS,FORCOMPATIBILITYWITHTHEOESIGNOFTHEBUILOING.(NBMC12.02.010} 10 DEFERRED SUBMITTALS 8 PROJECT STATISTICS CITY OF NEWPORT BEACH l'UBLICWORKSDEPT.: CITYOFNEWl'ORTBEACHl'LANNINGDEPT.: GEM'RALINFOMATION ZONINOINFORW.TION PERMITS: INSPECTIONS NEWPORTBEACHFIREDEMRTMENT ORANGECOIJNTYHEALTHSER\IICES 4 I AGENCIES & SERVICES P-',RCEL22,IIAYISLANO,PORTKINSOFLOT5,SEC.34 CITYOF NEWPORTBEACH,COUMTYOFORANGE,STATEOFCALIFORNIA RMMULTl'LERESIDENTIAL (PROJECTCONFORMSTOAPPLICABLESECTIONSOFTHE ~R;)tf.~ ~r~.0:1T:tt=~i,i~~~ ~~ti:t IIDLDABLEAREA(H□-',~2,2905.F. TOTALALLOWABLEAREA(HOA):2.5x2,29DS.F.•5,725S.F. THIROLEVELALLOWABLEARE:2,290S.F.x.15•343.53.F. FL.ATROOFAI.LOWABLEAREA:2,2905.F.x.15•3-43.5S.F. EXl!TINGBUIWINGINFOII.MATION: EXISTINGSINGLEFAMILYTOBEDEMOLISHED ZDNINGINFOIINATION: SETBACKSFROMBUILOINGSITEOOUNDAR'I' (PER USE PERMIT NO. 361~) FRONTSET6ACK(6Al'SIOE): 4FT. ~~;g:;:(PARIISIDE) ~W0R8FT. RIGHTSETBACK: 11FT. (SEESITEPLANFORADDTlTIONI\LINFO.) 5 I SITE INFORMATION 1.!,49.644.3200 U4Q.644.3204 BRANOONARCHITECTS,INC 151KI.LMIJSOOIVE,SUITEG-1 ~o:1~A!~r.,,=s WWW.s!WIDONARCHITECTS.C(JII BERNE EVANS 1095EMTGREENSTREET,PASADENA,CA81100 2aNCAMINOCAPISTllANO,SUITE213 r'~":J.~L, CA mn l'lll@cMi•P><fl.coro 1TT1TATTENHAAIRQ,l,[l, ~N~~1::~c:B m24 dskall)@goos<ilsn<.mm 2 PROJECT DIRECTORY NBMCTITLE211\NDEXISTINGUSEPERMIT3618 NBMC(NEWPORTBEACHMUNICIPALCOOE)tlll.lFORNIACOOES: 2019CRC, 2019CFC,2019CEC, 2019CPC,AND2019~C(;:~~ OCCUPANCYSE~AltATION(GARAGEr------------- AI.LOWAILEBLIMl.ARE(PEltCICTBL.5C13r------------ 3 I CODE INFORMATION T-1.1 AACIITICTIIRAL GENEFll.l ~OTES T-1.2 SUPfLEMENT"1.DOC.UOTES 11-0.0 ARCHITtCTIJIW.SITEPLAN A-0.2 DEMOPlAN FIRSTLIVEL DIMENSl!l~ PIAN SECOOOLEVELDIMENSIONF'LAN IBIRDLEl'ELDIMENSl{JN l'IAN SHEET LIST BRANDON ARCHITECTS 1fi1 KALMUSDRIVE,SUITEG-1 COSTAMESA,CA92626 714.754.4040 WWW.BRANOONARCHITECTS.COM PROJECT STATUS CDP PLAN CHECK NO . .. (XX)0-2021 .. PROJECT CONTACT BRIANJOWETT TIUEoo::IJI.ICNT~AAETfl:PROPEITT,XSR,',M'.:ffi MCllllCJSl'ie..AIIJAREMDTTOIEll.lf'\.Cl,TED, A_TI:REDffiUJlllEDitj-WAYBYAIIYOJHERPARTY WlllDJTTHE[XPRESlED/,UIIIR\ZAIK}j(J'lflAIDCII AACll!EtJS.-IIN.',IJlJOIIZEDru'lC/,JIONffi l,Jlfl\l,JION,Xl\FfiFIJD!l,l'NTllVll/iPARTYISA w:I.AJKW(J'BAANOOIIMCHrrrr:rs0;mc1SED COMWONLAWCOP'IRKJHT,IWOTHERPIU)PE~r," IOOlf!STH~O,AIDIS!ll!.l'CTTQflL CK LWllllllAIIDP'l"IV,I.TU.THESl"rtJ\ISl'Nc"-SONOT TQSl"ASSEIIEDTO!INTlllll,ARTYWITMCl/1 OBTAININGWRITTlMl,UJIUtlU.TIONIINDE.>:l'RESSED P'l"P.\IIS$IONl"!"llR',l(QAAQITECT!.WHOSH!.Ll JH[lj!ll"HELJHAIU/l!S.Sl,IIJMSll.\'ED(J'l.m lnurt"REl'N\l:lNG-USl"(J'TJESl"OOCUo!ENT$ !YSUCHTHllllPrnYWIETH:RDEPICTEDORll,l'LED w (..) z w C Cl) w ct:: Cl) z ~ w PROJECTADDlESS: 22BAYISL.AND NEWPGRTBEACH,rl\92661 OWNER INFORMATION: BERIEEVANS 1095E.l.'lTGREENSTREET,PASADENA, CA91100 DATE 04/19/2022 REVISIONS NO REVISION TITLE SHEET T-1.0 PA2022-089 "' ANGLE " CENTERLINE ~~~:~~~~~D P0UND0RNUMSER AB. ANCHOR&ILT MN. ABOVE NC. AIR CONDITIONING AC. ASPHALT CONCRETE ACOUS ACOUSTICAL A.O. AREA DRAIN :i· ADJUSTABLE,ADJACENT ALT. ALTERNATE ANOD ANODIZED AP. ACCESS PANEL APPX. APPROXIMATE APPVD APPROVED ARCH. ARCHITECTURAL,ARCHITECT B BATHROOM BD BOARD BEL. BELOW BET BETWEEN BITUMINOUS BUILDING BM BEAM :g,:_ :.g:ER,BYOTHERS BR BEDROOM B.W. BACKOFWAU.,BOTTOMOFWALL CALIFORNIA BUILDING CODE C.RC CALIFQRNIARESIDENTIALCODE CEM. CEMENT C.G. CORNER GUARD CHIIN. CHANNEL CHG. CHANGE C.I CAST IRON CJ CONTROL/CONSTRUCT/CEILING JOINT CLG CEILING CLKG. CAULKING ~~it_ ~~~N~E~LEARANCE CONG. CONCRETE CONO CONDITION CONST. CONSTRUCT,CONSTRUCTION CORR. CORRIDOR.CORROSIVE g:K ~~~::R SINK, COUNTERSUNK DET. DETAIL g~_ g~~~:~FOUNTAIN, DOUGLAS FIR DIAG DIAGOAAI. DIM DIMENSION ON. DOWN DR. DOOR D.S. DOWNSPOUT O.S.P. DRl'STANDPIPE DWll. DRA\IIIING(S) L. ~~~fo~~rJNTRI'. EACH ~~~ ~~~:~~ ELECTRICAL EMERGENCY EQ. EQUAL ~:jp :~~~:E~NTT EW EACH WAI' EXH. EXHAUST EXPO EXPOSED EXT. EXTERIOR ,. FA FIRE ALARM FAC. FACTORY F.C.O. FLOORCLEANOUT F.D FLOOR DRAIN FDN FOUNDATION FE FIRE EXTINGUISHER FEC FIREEXTINGUISHERCABINET F.G FINISH GRADE FIXT. FIXTURE F.J FLOOOJOIST F.L FLOW LINE FLASH FLASHING FLR FLOOR FLUOR FLUORESCENT F.OC. FACEOFCONCRETE/CURB FOF FACEOFFINISH F.OS. FACEOFSTUDISTRUCTUREISHEATHING F.OM ee. F.S. FLOORSINK,FINISHSURFACE ~-~ggiiJ~ET FURR. FURRING FUT. FUTUIE FV FIELD VERIFY M. -,. ~t ~::~Rcg~~~M GEN. GENERAL G.FI. GROUNDFAULTINTERRUPT G.I GALVANIZECIRON GLB GLU-lAMBEAM GND GROUND GR. GRADE HORIZONTAL HR. HOUR HVAC HEATINGVENTILATINGAIRCONDITIONING C ABBREVIATIONS 1.0. " INSUL ,ITT :~~~RIOR DESIGNER. INSIDE DIAMETER/DIMENSION INSULATION INTERIOR INVERTANVERTEO JANITOR JT. JOINT JST. JOIST LAMINATE□ LAV. LAVATORY LBS. POUNDS LFA. LOAD FROM ABOVE LH LEFTHAND LKR LOCKER LT LIGHT LUMINOUS,LUMENS MAX MAXIMUM M.B. METALBOLT M.C. MEDICINECABINET MECH MECHANICAL MEMB MEMBRANE MINIMUM MIR. MIRROR MISC. MISCELLANEOUS M.O MASONRY OPENING MT. MOUNTED MUL MULLION NG. :~~~O~~~• CONTACT NO. NUMBER NOM. NOMINAL NTS. NOTTOSCALE 0/. OVER QA OVERALL Ol!S OBSCURE DC ON CENTER g ~-D. ~:~r~l~:riR, DIMENSION OFF. OFFICE OPNG OPENING OPP OPPOSITE PERIM PL PROPERTYLINE,PLATE PLAS. PLASTER PLUMB. PLUMBING PLYWD. PLYWOOD PNT. PAINT{ED) ~~ C ~:~ OF COO ACT, CONNECTION PROJ PROJ'cCTICJIJ PSL PARALLEL STRAND LAMINATE PT. POINT RO. R.D.L RECPT. ""'· ~, REO"D. RESIL. m. ... RO. .. s. RADIUS ROOFDRAIN ROOF DRAIN LEADER RECEPTACLE ::~::€:-RECTANGULAR REFRIGERATOR ~i[f~;E{D), REINFORCEMENT ~~~~N(IN.), RETURN ROUGH OPENING ROOFRAFTER REDWOOD S.A SUPPLY AIR S.C SOLID CORE S.CD SEATCOVERDISPENSER SCHED. SCHEDULE ~~ !~~:IN. SOAP DISPENSER ~~L ~~~~(ED) SHT. SHEET SIM. SIMILM SIMP. SIMPSON S.J SOFFITJOIST S.S STAINLESS STEEL S.SK. SERVICESINK STA STATION ST□ STANDARD STL STEEL STRUCT.STRUCTURE,STRUCTURAL ~~P. !~~J~f~~g:L SYS. SYSTEM ~C ~~~~H TCL TIME CLOCK TEL. TELEPHONE TONGUE II.GROOVE ~~K-~~~~ ~l~~NJSS T.PL. TOPOFPLATE ~~~i,. ~~N~F~~~UE~URE. SHEATHING, SLAB TS TOP OF STEP U UNDER UBC UNIFORMBUILDINGCOOE UG. UNDERGROUND UL UNDERWRITER'S LABORATORY UNF UNFINISHED UN.O. UNLESSNOTEDOTHERWISE "" V.NERT.VERTlCAL VER ~~~~~TION, VENTILATING V.TR. VENTTHROUGHROOF =~S:,Wllrrn.WASHER """ WATER HEATER WROUGHT IRON :.w.M. :;~~~:~(l:~H EXCEPTWHEREREQUIREDBYSECTIONR40B.2TOBEWATERPROOFED,FOUNDATIONWALLSTHATRETAINEARTHANO ENCLOSEINTERIORSPACESANOFLOORSBELOWGRADESHALLBEDAMPPROOFEDFROMTHEHIGHEROF(A)THETOPDFTHE F00TINGOR(B)6INCHES(152MM)BELOW-THETOPOFTHEBASEMENTFLOOR, TOTHEFINISHE□GRADE.MASONRYWALLS :::i~N~A::L~\iE:!=~~~~ ~=i:!vi~DO~~~WH~AF~~~~LIED TO THE EXTERIOR OF"TliE WALL THE 1.BITUMINOUSCOATING. 2THREEF'OUN□SPERSQUAREYARD(163KGIM2)0FACRYLICMO□IFIEDCEMEITT !. ~~-:~:~:~~~~~~ :'~~~ESRUP~~:i~i~E~~~~E:!~.~MPLYING WITH ASTM C887 EXCEPIION:PARGINGOFUNITMASONRYWALLSISNOTREQUIRED'll'HEREAMATERIALISAPPI\OVEDFORDIRECT APPLICATIONTOTHEMASONRY.CONCRETEWALLSSHALLBEDAMPPROOFEDBYAPPLYINGANYONEOFTHEUSTED DAMPPROOFINGMATERIALSORANYONEOFTHEWATERPROOFINGMATERIALSLISTEDINSECTIONR406.2TOTHEEXTERIOR OF THE WALL. R4QG.2C0NCRETEANDMAS0NRYFQUNDATl0NWATERPROQFING ~~c:~1:~!Lt:~:f:m1~i~\~~~Ht:c~~~~r~~~:i~~~g:~~lfL:i~ J~:~~~~~trBEtOR WATERPROOFEDFROMTHEHIGHEROF(A)THETOPOFTHEFOOTINGOR(B)6INCHES{152MM)BELOWTHETOPOFTHE :~:~TG~LOOR, TO THE FINISHED GRADE. WALLS SHAU. BE WATERPROOFED IN ACCORDANCE WITH ONE OF THE 1.TWO-PLYHOT·MOPPEDFELTS 2.FIFTY·FIVE·POUND(25KG)ROU.ROOFING 3SIX-MIL(015MM)POLYVINYLCHLORIOE 4.SIX-MIL(015MM)POLYETHYLENE. 5.FORTY-MIL(1MM)POLYMER-MODIFIEDASPHALT 6.SIXTY•MIL(15MM)FLEXIBLEPOLYMERCEMENT. 7.0NE·EIGHTH-INCH(3MM)CEMENT-BASED,FIBER·REINFORCED,WATERPROOFGOATING. !i.f I~rNf~~J1:E~~~~{:..,~c:~~~~~~~0s~iI~~ ~i~~T:~~:~~D WITH AN ADHESIVE COMPATIBLE WITH THE MEMBRAfl:. ~~:~~t~:l~t~~~~~~:~g~~ ~~~N~E~~~~~~:,F~~:~::~~-~:~i:,e~~1tr~~itm ~~:~;0~~~~I~i:iH~~~~~~Tg;NcF~:~N~·~:11: ~T0,.t:i~N~!?~~:L ~cI:.tL:EI~~:~~~1!~~ ~f~~~E:ir~: OFLESSTHAN2tlO'F(93°C). DIMENSNlNNDTE: ALLDIMENSIONSARETOFACEOFSHE/\THING(EXT.WALLS)ORFACEOFSTRUCTURE(FO.S.)TYP UN.O.ROUNDEDTOTHE NEAREST1/8'ANDINTERIORPARTmONSAREDIMENSIONEDFROMFACEOFSTRUCTURETOFACEOFSTRUCTURE(FO.S.) UNO•CONTACTARCHITECTINWRITINGFORANYCLARIFICATIONOFNOTEDDIMENSIONS,DONOTSCALEPLANS ALLEXTERIORWALLSTOllEFRAMEDW/2X6STUDMIN.U.NO. USE2X6MINIMUMST\JDSFORPLUMBINGWALLS SECONDANDTHIRDFLOORPLYWOODTOBE1-1/ti" ENTIREEXTERIORTOBESHEATHEDWITH1/2"PLYW000 DOORSA11lWINDOWSWILLTYPICALLYBERECESSEDFROMOOERIORWALLPLANE.VERIFYALLROUGHOPENING DIMENSIONSWITHOOORANDWINDOWMFGR.ROUGHOPENINGMAYNEEDTOBEO\IERSIZEDTOACCOUNTFORADDITIONAL FRAMINGSEESHTAD-2.0FORTYPRECESSEDCONDITIONS DUCTS PENETRATION: OUCTSINTHEGARAGEANDDUCTSPENETRATINGTHEWALLSORCEILINGSSEPARATlNGTHEOWEU.INGFROMTHEGARAGE SHALLBECONSTRUCTEOOFAMINIMUMNIJ.2BGAGE(0.48MM)SHEETSTEELOR□THERAPPROVEDMATERIALANOSHALL NOTHAVEOPENINGSINTOTHEGARAGE(R3D25.2) STAIRWAY ILLUMINATION: 1.INTERIORSTAIRWAYSSHALLBEPROVIDEDWITHANARTIFICIALLIBHTSOURCETOILLUMINATETHELANDINBSANDTREADS THELIGITTSOURCESHALLBECAPABLEOFIU.UMINATINGTREADSANDLANDINGSTOLEVELSOFNOTLESSTHAN1FOOT· CANDLE(11LUX)ASMEASUREDATTHECENTEROFTREADSANDLANDINGS.THERESH/\LLBEAWAU.SWITCHATEACH FLO~~g;-T~~:~Ac=HLl~H!o~~~~~~~!:~~R:E:~T~~~I=:!Ii~~~~~~:::L ~:G~TING IS PROVIDED. 2.EXTERIORSTAIRWAYSSHALLBEPROVIDEDWITHANARTIFICIALLIGITTSOURCELOCATEDATTHETOPL.ANDINGOFTHE STAIRWAY.EXTERIORSTAIRWAYSPROVIDINGACCESSTOABASEMENTFROMTHEOLJTOOORGRADELEVELSHALLBE PROVIDEDWITHANARTIFICIALLIGHTSOURCELOCATEDATTHEl!OTTOMU\NDINGOFTHESTAIRWAY.(~030) GARAGEFLOOR: GARAGEFLOORSURFACESSHALLBEOFAPPROVEDNONCOMBUSTIBLEMATERIALTHEAREAOFFLOORUSEDFORPARKINGOF AUTOMOBILESOROTHERVEHICLESSHALLBESLOPEDTOFACILITATETHEMOVEMENTOFLIOOIOSTOADRAINORTOWARD THEMAINVEHICLEENTRYDOORWAY.(R3D9.1) 1.ALLFIXTURESANDFITTINGSSHALLCOMPLYWITHTHEMAXFLOWRATESETBYCALGREEN(CALIF□RNIAGREENBUILOING !~tN~~~g□DE)AND CALIFORNIA PLUMBING CODES. G.C. TO VERIFY PRIOR TO PURCHASE AND INSTALL OF ANY FIXTURE 2.MAX.TEMP.OF12tl"TOBEAPPROVEDBYTHEUSEOFPRESSUREBALANCEORTHERMDSTATICMIXINGVALVESTYP IN COMPLIIINCEW/.ASSE1070JASMEA1121070/CSAB12570@SHOWERS&TUBS 4.SUPPORTALLWALL-HUNGFIXTURESWITHMETALSUPPORTINGMEMBERSTOPREVENTANYSTRAINTRANSMISSIONTO THECONNECTIONS.FRAMINGAFFIXEDSUPPORTSFOROFF-THE-FLOORWATERCLOSETSWITHCONCEALEDTANI\SSHALL COMPLYWITHASMEA112.6.2.SECUREFLUSHTANKANOSIMILARAf'PURTENI\NCES\IVITHAPPROVEDNON-CORROSIVESCREW ORBOLTS,(CPC402.5) 5.THENETAREAOFTHESHOWERENCLOSURESHALLBE 1,024SQ INCHES(7.1SO.FT)ORMOREINTHECLEARFLOORAREA, ANDSHALLALSOBECAPABLEOF ENCOMPASSINGA30-INCHDIAMETERCIRCLE (CPC408.&) ~A~f:~~R1:=~i::~~E~\~~i:~~G:~0H~ ~~~:.°F: :A~s~E~t~~~~E:H1s:~~E t~~~~·EI ~~~ED IN A SUBJECTTOMECHANICALDAMAGEPROVIDEAPROTECTIVEBARRIERORELEVATETHEAPPLIANCETOBEOUTOFTHENIJRMAL PATHOFTHEVEHICLE.(CPC50713) 7.ANCHORORSTRAPTHEWATERHEATER(S)TORESISTHORIZ.DISPLACEMENTDUETOTHEEARTHOUAKE STRAPPING !~~~i: t~Ji-::o~:p!i~~~~=~~t!~ [:fR (~iiN~OINTS OF THE APPLIANCE HEIGHT. MAINTAIN A MIN. 4-INCHES 1.WALLSCOVERINGSANOFLOOROFSHOWERSANOBATHTUIIBWITHASHOWERHEADSHALLBEDFCEMENTPIASTER,TILE, 0RAPPROVEDEQUALNONI\BSORBENTSURFACE,T0AHEIGHTOFNOTLESSTHAN72-INCHESABOVETHEFLOOR.PROVIDE CEMENTBOARD,CEMENTPLASTERBACKING,ORTILEBACKBOARDFORTILEFINISH.(CRCR307.2) 2.INSTALLMIN 5/S'TYPE'X'MOISTURE&MOI.DRESISTANTGYPSUMWALLBOARDINALLBATHROOMSANDKITCHENS. FIREPLACES: 1FACTORY·BUILTFIREPLACES.CHIMNEYSANDALLOFTHEIRCOMPONENTSSHALLBELISTEDANOINSTALLEDIN ACCORDANCEWITHTHEIRLISTINGANOMANUFACTURER'SINSTALLATIONINSTRUCTIONS (CRCR1004.1) 2.FACTORYBUILTWOODBURNINGFIREPL.ACESSHALLBEQUALIFIEDATTHEUS.EPA'SVOLUNTARYFIREPL.ACEPROGRAM PHASE2EMISSIONSLEVEL.(CRC1004.1.1) 3.DECORATIVESHROUDSSHALLNDTBEINSTAU.EDATTHETERMINI\TIONOFFACTORY·BUILTCHIMNEYSEXCEPTWHERE SUCHSHROUDSARELISTEOANDLABELEDFORUSEWITHTHESPECIFICFACTORY·BUILTCHIMNEVSYSTEMANDARE INSTAI.LEDINACCOROANCEWITHMANUFACTURER'SINSTALLATIONINSTRUCTIONS (CRCR1005.2&CMC802.5.1.1&CMC 802543) 4.HORIZONTALOPENINGSARENOTALLOWED,FOREXHAUSTVENTS,INWALLSCLOSERTHAN3FEETTOAPROPERTYLINE. (TABLESRll02.1(1}&(2)) HORIZONTALVENTCAPSSHALLBE2FEETCLEARFROMPROPERTYLINES. 5.EXHAUSTOPENINGSSHALLNOTBEDIRECTEDONTOWALKWAYS. (RJ03.52) 6}0~~1~~LA~~:~~GN:~~(y~~ti::i~:~~E;~EL BURNING PAM TO THE FIREBOX OF A SOLID FUEL BURNING FIREPLACE B.SOLIDFUELBURNINGRREPLACEMUSTCOMPLYWITHTHECALIFORNIAENERGYSTANDAROSMAN□ATORYMEASURES. C.a-JIMNEYSHALLEXTENDATLEAST2FTHIGHERTHANANYPDRTIONOFIBEBUILDINGWITHIN10FT.,BUTSHALL ~o~g~I~EfiE~:NFl!~;~::~~~~G:~~~~~0';:1;'~:R~: ~~MNEY PASSES THROUGH THE ROOF (CRC R1003 !I) POOL: 1 ~ROVIDEANALARMFORDOORSANDWINDOWSWITHSILLHEIGITTSLESSTHIIN60~NCHESABVFF OFTHEDWELLINGTHAT FORMSAPARTOFTHEPOOLENCLOSURE THEALARM$HALLBELISTEDASAWATERH/\2ARDENTRANCE/\LARMIN ACCOROANCEWITHUL2017.THEDEACTIVATIONSWITCHSHALLBEATLEAST6□'AB□VETHEFLDORIFTHERESIDENCEISNOT REQUIREOTOBEACCESSIBLE(CBC3109&ISPSC305.4) 2.SUCTIONOUTLETSSHALLBEDESIGNEDANDINSTALLEOWITHSUCTIONANTlENTRAPMENTGRATEINACCDRDANCEWITtt t~~'g'ti;~\,~~JJr'w~i~~:p~) ~:R1l15:s~si~J~~~~TRAPMENT AVOIDANCE FOR POOL AND SPA SHALL BE 3.PROVIDEPOWERSAFETYCOVERINCOMPLIANCEWITHASTMF1346-91FORPOOL&SPA(CBC31□9SECTION(3}0F115922 &ISPSC305) 4.POOLENCLOSUREFENCESHAU.BE60-INCfiESMIN.ABV.FSINGMEASUREDONTHESIOETHATFACESAWAYFROM SWIMMINGPOOLW/.MAXVERTlCALCLEARANCEOF2~NCHESBETWEENFSINGANDBOTTOMOFTHEFENCE/BARRIER MEASUREOONTHESIDEOFFENCETHATFACESAWAYFROMSWIMMINGPOOL.OPENING,GAP,ANDVOIDINENCLOSURE FENGEORGATESHALLNOTALLOWTHEPASSAGEOF4-INCHESDIAMETERSPHERE0RLARGER.0UTSIDESURFACE(FACING ~~::RF:~1~LMC~~~1h~~;H:H:~~c~:~::CL~~~:ar~~~TFE01~!~~o~~i6t:~~tI~~~~:~D0~wE YEARSOLDORYOUNGERTOCLIMBOVER.(CBC3109&ISPSC305) WOOD 0RW00DBASED PRODUCT$ NOTE: WOOD OR WOODBASE PRODUCT SHAU. BE OF A NATURAL DURABLE OR PRESERVATM·TREADEO WOOD IN ACCORDANCE WITH AWPAUt FORTHES~ECIES,PRODUCT,PRESERVATIVEANDENDUSEINTHEFOU.OWINGLOCATIONS: 2.WOODIRi\MINGMEMBERSTHATRESTONGONCRETEORMASONRYEXTERIORFOUNDATIONWALLSANDARELESSTHAN6 INCHES(203MM)FROMTHEEXPOSEDGROUND. 4.THEENDSOFWOODGIRDERSENTERINGEXTERIORMASONRYORCONCRETEWALLSHAVINGCLEARANCESOFLESSTHAN 11l!INCH(12.7MM)ONTOPS,SIDESANDENDS 5. WOOD SIDING, SHEATHING AND WALL FRAMING ON THE EXTERIOR OF A BUILDING HAVING A CLEARANCE OF LESS THAN 6 INCHES(152MM)FROMTHEGROUNDORLESSTHAN2INCHES(51MM)MEASUREDVERTICALLYFROMCONCRETESTEPS. PORCHSLABS.PATIOSLABSANDSIMILARHORIZONTALSURFACESEXPOSEDTOTHEWEATHER 6.WOODSTRUCTURALMEMBERSSUPPORTINGMOISTURE·PERMEABLEFLOORSORROOFSTHATAREEXPOSEDTOTHE WEATHER,SUCHASCONCRETEORMASONRYSLABS,UNLESSSEPARATEOFROMSUCHFLDORSORROOFSBYANIMPERVIOUS 7.WOODRJRRINGSTRIPSOROTHERWOODFRAMINGMEMBERSATTACHEDDIRECTLYTOTHEINTERIOROFEXTERIOR MASONRYWALLSORCONCRETEWALLSBELOWGRADEEXCEPTWHEREANAPPROVEDVAPORRETARDERISAPPLIEDBETWEEN THEWALLANDTHEFURRINGSTRIPSORFRAMINGMEMBERS. WASHER&DRYERNOTE: ASSELECTEDPERI.D,VERIFYWI.ID.&OWNER-PROVIDEP01McR,GAS,WATERSUPPLY&ORAINAGE"5REQUIRED-THE CLOTHESORYERSVENTSHALLBEOFARIGIDMETALLICIIIATERIALANDHAVEABACKDRAFTDAMPER(CMC504.4}ANDSHALL NOTEXCEED14-FEETINOVERALLLENGTHWITHMAX.OFTW0(2)9D-OEGREEELBOW,SUBTRACT2-FEETF□REACH AODITIONAl.9D-DEGREEELBOW(CMC504.42.1)DRYERVENTTERMINATIONMUSTBE3-FEETFROMOPENINGSINTOTHE BUIWING(DOORSANDOPERABLEWINDOWS),1D·FEETFROMFORCEOAIRINLET,AND3-FEETFROMPROPERTYLINE(NOTTO DISCHARGEONTOAPUBLICWAIY.WAY).(CMC502.21) IFDRYERLOCATEDINACLOSETPROVIDEAMIN.100SO.IN.OPENING INTHECLOSETDOOR.(CMC.504.41) B I GENERAL NOTES (ASUSEDINTHESESPECIFICATl□NS) CONTltACTilRSHALLMEAN: LICENSEDGENERALCONTRACTORHIREDTOPERFORMTHEWORKUNDERTHISCONTRACT SPECIFICATIONSSHALLMEAN: WRITTENSPECIFICATlONSINTHEPLANSORTHE"PROJECTMANUAL"(IFPROVIDEDFORTHISPROJECT) ARCHITECTURALGENERALNOTES: 1. CODESJGENERALPROVISIONS:ALLWORK,CONSTRUCTlONANDMATERIALSSHALLCOMPLYWITHALLPROVISIONSOFTttEAPPLICABLEBUILDINGCODESANDWITHOTHERRULES.REGULATIONSANDORDINANCESGOVERNINGTHEPLACEOF CONSTRUCTION. ITISTHERESPONSIBILITYOFTHECONTRACTOR,SUB-CONTRACTORS,ANDANYONESUPPLYINGLABORAND/ORMATERIAL TOBRINGTOTHEATTENTIONOFTHEARCHITECT(VERBALLYANDINWRITING)ANYKNOWNDISCREPANCIESOR t~~~Bs~iE:ET~:R~~::~~~N~: ~~~s:L~~I~ :~r~~o:~~~i~YMiE~~l~:~~~G:D ~~~=~~L~:~~ ~~:LF~~Lc:~~-BUT SHALL NOT BE LIMITED TO THOSE AS LISTED IN 'CODE REVIEW" BOX. (T-1.0) ·THECALIFDRNIABUILDINGCODES,2019EOITIONS.ANDALLAPPLICABLERELATEDSPECIALTYCODES : ~~~ ~~;:,~~o:~~:~=::ut~1:~~~E ~~~u7D~:/:ii/·~:~T~:ECIR~ii?g:'1&t.!;~I~: 12i:~~~~N~2 CALI FRON IA BUILDING CODES. ·THEW.NUFACTURER'SREQUIREMENTSOFRECQMMENDATIONSFORAWINCORPORATEDPRODUCTS. ~Fii:B~~=:~~c~I !~~~~~~~~~: =R.0~1A;~~6:~:~ti~~E:~I~~RL~LEL~i~-E~~~~~:~~~?~N1~~~~~ ~iisF~:~~~:~ ~~TE~u~~~1~~~~p~~~: ~~~;i~~~~~l~~~~~l~~sc~~gKE~~~°c~~~~i0 MEASURESASREQUIREDBYSTATEANDLOCALBUILDINGCODE. 3. CONTRACTOR'S SURVEY COMTRACTORSHALL VISIT THE JOB SITE AND BE RESPONSIBLE FOR HAVING COMPLETE KNOWLEDGE OF EXISTING CONDITIONS. CONTRACTOR SHALL VERIFY EXISTING CONDITIONS WITH THOSE SHOWN ON THE DRAWINGS MD ~~~ ~:ll~~~D~ND:E i:No~~S~NC~~l~ir~~l~~~~~~=~~~~r:~ ~H~~~~~~M~~o~f::ZvR~~~~L~_:-~;1i~:i:-~F~~l~~:p~~~EESC;~~OE~~TH~~\~lt~~N:So 1~::~~:ll;1.!\~~;~PANCIES BETWEEN ACTUAL CONDITIONS AND !ss~~~~:;i~:R%;i::~:~~:~=::~i:;~: !~~SL:T~~~~~~~o:E:E~~=~=li:,:E~~g~IF~~r:~~ ~~ ~:g::~:: ~~~~:~~:U~l~~~:~o~~;:H~\t~~~~~~~~r:~r~~~SRS:~~Rp~~~~~~i;E~~ISION OF THEJOBDURINOALLPHASESOFCONSTRUCTIONACTI\IITIES.ACOMPETENTSUPERINTENDENTSHALLBESELECTEDBYTHECONTRACTORANDSHALLBEINCHAROEOFTHEJOBUNTILITSCOMPL.ETlON.CONTRACTORAGREESTOBINDEVERYSUB CCMRACTORBYTHETERMSOFTHECONTRACTASFARASSUCHTERMSAREAPPLICABLETOTHESUB-CONTRACTOR'SWORK 5. CLEAN-UP:ALLSUBCONTRACTORSSHALLBERESPONSIBLEFORTliEDAILYREMOVALOFALLDEBRISACCUMULATEDASARESULTOFTHEIROPERATl□NS.ALLSCRAPDEBRISANDOTHEREXCESSMATERIALSHALLBELAWFULLYREMOVEDFROMTHESITE UNLESSOTHER\IVISEOIRECTEDBYTHECONTRACTOR 7. GUARANTEES CONTRACTORSHALLGUARANTEEALLWORK,MATERIALSANDPRODUCTSFORONEYEARAFTERTHEDATEOFACCEPTANCEOFTHEWORKANDCONTRACTORSHALLREPAIRORREPLACE,ORCAUSETOBEREPAIREDORREPLACEDANYORALL SUCHWORKTOGETHERWITMANY OTHER WORK WHICH MAY BE DISPLACED IN DOING SO, THAT MAY PROVE DEFECTWE WITHIN ONE YEAR, WITHOUT ADDITIONAL EXPENSE; ORDINARYWEAAAND TEAR, UNUSUAL ABUSE OR NEGLECT IS EXCEPTED. EXCEPTIONS ~g;:s~~O:c~~~~ ST~~~~~s%r~~~~~1~~~0;;~~~E~l~~~:S\r:i~Dc~:i:CTf;:~~~w':~L~~f~~~~:~J:EJ~L! ;~~~ C: ~:i~:0 JX~~g;E~l!;'H~;:gFl~~EG~::~~~~R::~~Ep~~~;~~~ IT IS CCMRACTOR SHALL BE RESPONSIBLE FORA WEATHER TIGHT BUILDING. FREE FROM DEFECTS OF MATERIALS AND WORKMANSHIP EACH SUB-CONTRACTOR SHALL PROVIDE A WRITTEN GUNWITEE STATING THAT WORK EXECLITED BY HIM IS FREE ANDWIU. :~B~ '::~~~l~~~~~L~ =!::~~ :~f ~:~1~:~~l~F~~Eo~~~~~o~T~;~To~c:;T~~~F HIS WORK BY OWNER. AND THAT REPAIR AND REPLACEMENT OF SUCH DEFECTIVE WORK AND ALL OTHER WORK DAMAGED ASA RESULT THEREBY 9. ROLLDFARCHITECTDURINGCONSTRUCTION:THEARCHITECTWILLNOTACTASTHEIMINER"SREPRESENTATlVEDURINGCONSTRUCTION ARCHITECT\IIIILLADVISEANDGONSULT\IVITHOWNER. ARCHITECTWILLOBSERVECONSTRUCTIONPERHISIHER AGREEMENTWITHOWNERANDRENDERINTERPRETATIONSNECESSARYFORTHEPROPEREXECUTIONORPROORESSOFTHEWORKINACCORDANCEWITHTHEINTENTOFTHEPLANSANOSPECIFICATIONS.ARCHITECTWILLNOTBERESPONSIBLEORHAVE CCMROLORCHARGEOVERTHEACTSOROMISSIONS,CONSTRUCTIONMEANS,METHODS,TECHNIOUES,SEOUEMCESORPROCEDURES,ORFORSAFETYPRECAUTlONSANDPROGRAMS,OFTIECONTRACTOR,SUB-CONTRACTORS,ORANYOFTHEIRAGENTSOR EMPLOYEES.ORANYOTHERPERSONSPERFORMINGANYOFTHEWORK.ANYVERBALINSTRUCTIONORAUTHORIZi\TIONTHATISCONFIRMEDBYLETTER,MEETINGNOTE.MEMORANDAORTHELIKE.(WITHACOPYSENTTOTHEOWNER.ORTHEOWNER'S REPRESENTATWE)&THEREISNIJEXCEPTIONTAKENWITHIM(1D)CALENDARDAYS,SHALLBEDEEMEDEOUIVALEMTTORECEIPTOFWRITTENINSTRUCTlON,APPROVALANDAUTHORIZi\TIONFROMTHEOWNER. 10 A IA GENERAL CONDITIONS THECURRENTGENERALGQNDITIONSOFTHECONTRACTFORCONSTRUCTIONPUBLISHEOBYTHEAMERICANINSTITUTEOFARCHITECTSSHALLAPPLYASTHOUGHITWERE~ARTOFTHESEOOCUMENTSUNLESSSPECIFICALLY MODIFIEDINTHEOWNER/CONTRACTORAGREEMENT. ACOPYOFSAIDGENERALCONDITIONSMAYBEOBTAINEDFROMTHEARCHITECTUP<JNREOUEST. Tl-ENOTESCONTAINEDINTHESE'GENERALNOTES"ONTHISSHEETAREINTENDEDTOSUMMARIZEANO 11 EXTRAS: OWNER MAY ORDER EXTIIA WORK OR MME CHANGES BY ALTERINCl, ADOIN<l TO OR DEDUCTING FROM THE WORK, THE CONTRACT SUM BEING ADJUSTED TO THE MUTUAL SATISFACTION OF THE OWNER AND CONTRACTOR BEFORE ANY CHANGES ARE BEGUN, THEADDEDORDEDUCTEDSUMSHALLBEPRESENT'EDTOOWNERINWRITINGFORAPPROVAL 12 SUBSTITLITIONS: SUBSTITIJTIONS OF MATERIALS OR METHODS PROPOSED BY THE CONTRACTOR OR HIS SUB~ONTRACTORS CONTRARY TO DRAWINGS AND SPECIFICATIONS SHAU. BE SUBMITTED TO ARCHITECT IN WRITING FOR APPROVAL OR DENIAL IF ~:.ELTB~~~~iA~~~6~~1~~:iii~:~c:1:~No~~~i:~~~~1~Ts:~~H~:~;~~~:R~:r~~~1i1~!E~~:EH~HOEN~E:I ~~RH:a~I-~~s~:~□I \NMg:;;l~~~~:\~~~~T0:~~:su~~~l~~~~bNT:~~~:r~~:~E~~O=CTOR SUBJECTTOTHERULINGANDJUOOMENTOFTHEARCHITECTANOSHALLBESUBMITTEDTOTHEARCHITECTFORREVIEWANDAPPROVAL ACTUALSAMPLESOFTHESUBSTITUTIONSSHALLALSOBESUBMITTEDTOTHEARCHITECTFORREVIEWMJDAPPROVAL 13 INSURANCE:CONTRACTORSHALLCARRYGENERALLIABILITYINSURANCEWITHBR□ADFORMPR□PERTYDAMAGEENOORSEMENTANDCONTINGENTLIABILITYENDORSEMENT. OWNERANDARCHITECTSH"1.LLBELISTEDASAD□ITIONALINSURERSUNDER THE POLICY WITH WAIVER OF SUBROGATION CONTRACTOR SHAU. FURNISH OWNER WITH A CERTIFICATE OF INSURANCE WITH A 30 DAY NOTICE OF CANCELLATION OWNER SHALL OBTAIN A BUILDER"S RISK POLICY WITH ARCHITECT NI\MED AS AN ADDITIONAL 14 SCOPE OF DRAWINGS AND SPECIFICATIONS: THESE DRAWINGS AND SPECIFICATIONS SHALL BE INTENDED TO SHOW AND DESCRIBE DETAILS FORA CONSTRUCTIBLE BUILDING. PARTS AN□ DETAILS NOT FULLY SHOWN OR DESCRIBED SHALL BE DETAILED ANO EXECIJTEO ACCORDING TO STANDARD FIRST CLASS PRACTICE AND IN SIMILAR MANNER AND SPIRIT OF TllE DETAILS WHICH ARE SHOWN ON THE DRAWINGS ANPJOR DESCRIBED IN THE PROJECT MANUAL IF CONTRACTOR OR SUB-CONTRACTOR FINDS ANY ~~~~~~L~ ~~E~~l~~;-s:EL~::0cuH~~~~~~-:~01::~::~1g~ ~I~~ ~:il~~~ :;1~~~~~;1~~~I:T~Hci~:~o:s~~\:~~R1~0o~~A~~~~:~~~:~L 1~\~~~~~~;E~~~: ~~iD:Go~E~~~~J~~i~ DETAIL. PURPOSES,ALLGONTRACTORSAREREQUIREDTOREVIEWANOTREATTHEMASAWHOLEINORDERTOIDENTIFYALLRWUIREMENTSTHATDIRECTLYORINDIRECTLYAFFECTTHEIRPORTIONOFTHEWORK,EVENREQUIREMENTSLOCATEDINSECTIONS DESIG~TE□ASAl'PLICABLETO□THERTRADESINCASEOFCONFLICTS,THEAFFECTE□CONTRACTORISREQUIREDTOEITHEROBTAIN□IRECTIONFROMANAPPROPRIATEREPRESENTATIVEOFTHEOWNER,OROTHERWISETOAPPLYTHEMORESTRINGENT STAN□ARDTHESEPLANSAREINTENDEilTOSETFOlilllTHEREQUIREMENTSF□RGONSTRUCTIONINONLYANINDUSTRY-STANOARDLE\IELOFOUALITYANDDETAIL,ANDTHEYAREINTENDE□TOBESUPPLEMENTEDBYAPPROPRIATERE[lUESTSFOR CLARIFICATlONANDINFORMATION.ERRORSANDOMISSIONSARETOBEEXPECTEDANDANTICIPATEO,ANDALLCONTRACTORSAREREQUIREDTOCAREFULLYREVIEWTHESEPLANSFORERRORSANDOMISSIONSANDTOBRIN.THESEERRORSANDOMISSIONS TOTHEATTENTIONOFAAPPROPRIIITEOWNER&ARCHITECTINWRITINGINATIMELYMANNER;ANDANYCONTRACTORWHOFAILSTODOSOBEFOREBIDDINGOROTttERWISEPROCEEDINGASSUMESTHERISKOFANYCONSEQ\JENCES. SCALEDDIMENSIONS SHOULDBECONSIDEREDONLYAPPROXIMATE;ANDINANYDIMENSIONSBEFOREPROCEEDINGWITHANYAFFECTEDPROCUREMENT,FABRICATIONORCONSTRUCTION SCHEMATICPLANSAREINTENDEDONLYTODEMONSTRATETHERELATIONSHIPAMONG COMPONENTPARTS,ANDNOTTODEPICTSPECIFICLOCATIONS(E.G.SCHEMATICELECTRICALPLANS). ~~MEO~~I~~~~~~: F~E~:~~GiR ~g~~D:~!:I1:Sc~~~~~~T~~~i~):i::;~~E~~~~c;;•\L!B:1~~~~~ ~~:~g_s !~:~~~i!\~~: :~t'!AR~~TsEc:~~~t::~GSSCH~~~~N~RA~:1:~ =~~ORL~:~~ ~~~c~~~N~f" m°~N~~~MATION FURNISHEDINTHEF□RMOFLINEDRAWINl'.lS. DETAILEDDRA\IIIINGSFURNISHEDDURINGCONSTRUCTIONORAPPROVEDBYGONTRACT□RORARCHITECTARETOBECONSIDEREDEXPLANATORYANDNIJTASCHANClESTODRAWING.SANDSPECIFICATIONS. NOTES,FIGURESANDDETAILSONSAIDDRAWINGSSHALLBEFOLLOWEDANDEXECUTEDASIFPARTOFTHESEOOCUMENTS DRAWINGSARENOTTOBESCALE□UNLESSPERMITTEDBYTHEARCHITECT. DIMENSIONS SHALL GOVERN ALL EXTERIOR DIMENSIONSAREBASEDONNOMINALSIZESOFMEMBERSANDAREGIVENTOTHEOUTERFACEOFSUCHMEMBERS,UNLESSOTHERWISENOTEOONDRAWINGS. INTERIORPARTITIONSAREOIMENSIONEDFROMFACEOFSTRUCTURETOFACEOFSTRUCTURE ~~~tH~~~~R~!~~~~:!iir~~~~:-9~~~!~~~:~~N ~~Ti.:D~~~~~~~~" IT IS TAKEN FROM THE FACE OF FINISH TO FACE OF FINISH OF EACH MATERIAL. PLUS OR MINUS(+/·) DIMENSIONS SHALL NOT VARY BY MORE THAN 2•w1THOOT Al'PROVAL 16, SUBMITTAL5,MEETINGNOTES,BULLETINS,ANDMEMOS:SUBMITTALSWILLBEREVIEWEDBYTHEARCHITECT,IFATALL,ONLYPURSUANTTOTHEINDUSTRY-STANDARDPROTOCOLSETFORTHINAIADOOJMENTA201·2017;ANDINNOEVENTWILLTHE =~~¢i!:i~I:;:g;~~~~~~~~sE:E~~~;.~~:;r~~~~=~·-s~~T:~g~~A~~RR~1::~~::T~T~~B~~~~~!~~~-;o~~~:!~:;iE~~!T~~L~EI!!~E~~s::~~:r~i~~~~~~~~:::RT~~GH~~:~:~I~~~~l~EN DOCUMENTITEMSWILLBEBROUGITTTOTHEIMMEDIATEATTENTlONOFTHEARCHITECTFORDISCUSSIONANDORCLARIFICATION. ANYITEMTHATRESULTSINACHANGETOTHECOSTORTIMINGOFTHEPROJECTSHALLBEBROUGHTT□THEIMMEDIATE ATTENTl□NOFTHEOll'INER&ARCHITECTPRIORTOEXECLJTING.CONTRACTORSHALLSUBMITFAlllllCATIONSHOPDRAWINGSTOTHEARCHITECTFORAPPROVALPRIORTOOR□ERINGANDIORFABRICATl□N. CONTRACTORSHALLSUBMITMANUFACTURER'SCUTS FORALLFIXTURESANOEQUIPMENTCALLEDFORONTHECONSTRUCTIONOOCUMENTSTOARCHITECTINCLUDINGBLITNOTLIMITEDTOLIGITTFIXTURES,HAROWARE,PLUMBINGFIXTURES,KITa-JENEQUIPMENT,ETC. BYSUBMITTINGSHOPDRA\IIIINGSAND PRODUCTDATA,TttECONTRACTORREPRESENTSTHATHE/SHEHASVERIFIEDFIELDCONDITIONS,DIMENSIONSANDRELATEOCONSTRUCTIONANDHASCOORDINATEDTttESUBMISSIONCONSTRUCTIONWITttTHEREQUIREMENTSOFALLOTHERRELATEDWORKIN :~ ~~ii~u:i0~~1~~~;NJ~ Ti;:i~:~:~~~'.N~:r:~: ~~:~;;~v~~E~ ::~~:~:E/:Dv~:~I:~I~: r:H:~:~A~B~~~~::~~TJ:g~~J~T~:l~~~N~~iA~ii~~~ ~ttpip~~::~E~~~:iL :Lr:~rg:~~~~s DIMENSIONS SHALL BE FIELD VERIFIED. REVIEWED AND APPROVED BY CONTRACTOR BEFORE SUBMITTAL. SHOP DRAWINGS WHICH ARE INCOM~LETE OR LACKING SUFFICIENT INFORMATION WILL BE RETURNED WITHOLIT REVIEW. SUBMIT SAMPLES FOR INITIAL :~E~~~-PURPOSES OF ACTUAL VENEERS SHOWING A FUU. RANGE OR GRAIN VARIATION, FINISH AND PATTERNS PROPOSED. SUBMIT SAMPLES AS REQUIRED UNTIL APPROVED BY ARCHITECT. SAMPLES SHALL BE 12' X 12' MIN., ONE UNIT OF EACH TYPE 17 ERRORSANDOMISSIONS:ERRORSOROMISSIONSWHICHAPPEARONTHEDRAWINGS,INSPECIFICATIONSOROTHERCONTRACTOOCUMENTSSHALLBEBROUGITTTOTHEIMMEDIATEATTEMTIONOFTHEARCHITECTBYTHECONTRACTORANDTOTHE CONTRACTOR BY THE SUB-CONTRACTOR IN WRITING. IN EVENT OF FAILURE OF SUB-CONTRACTOR TO GIVE SUCH WRITTEN NOTIFICATION BEFORE CONSTRUCTION OR FABRICATIONS OF THE WORK, HE WILL BE IHD RESPONSIII.E FOR THE RESULTS OF ANY SUCH ERRORSOROMISSIONSANDTHECOSTSOFRECTIFYINGSAME.HOWEVER,ORAWINGSANDSPECIFICATIONSARECOMPLEMENTARYANDWORKCALLEDFORONONEANDNOTTHEOTHERSHALLBEPRO'IIDEDASTHOUGHFULLYSETFORTHINBOTH. ~R~~1:~E~~;~~1~~~E~~A~::i~:~:A'ft:~~~:~~E~TA~~L :~~~CA~E~E::~L~~~~~~~~~:~:~:.E:To:::i:::ri!Lo:~ESSARYPROTECTIVE BARRIC/UIES, FENCES AND OTHER SAFEGUARDS FOR THE PROTECTION OF THE 19 TEMPORARY BRACING. AT AU. TIMES DURING CONSTRUCTION ACTMTIES OR ERECTION OF PROJECT OR ITS COMPONENT PARTS, PRIOR TO COMPLETION OF THE STRUCTURAL FRAME OR REPLACEMENT ANO PERMMENT CONNECTION OF COMPONENT ~:~:~~r!~;:_:~~~:-:K~!Ntu~~~1~g:~H~T~~~~i/:~~~~~EM:~%~!~:~~C:!'~~~~::E~~5;~g;z:::~~ !~~~~ ~::~1~!:~G;~D~;:_~~1f{~~~~N, ~~=R ~:ic~::G, FALLING OFF SUBCONTRACTORSSHALL,ATTHEIREXPENSE,REPLACEORREPAIR,ASDIRECTE□,DAMAGEDPORTIONSDFTHEIRWORKORCOMPONENTPARTS. 20 TOXICSUBSTANCESREMOVAL:PRIORTOANYWORKBEINGPERFORMED,WHENEVERTHEREAREEXISTINGSTRUCTURESTOBEREMO\IEDORALTERED,CONTRACTORSHALLBERESPONSIBLEFORTHELOCATIONANDREMOVALOFANYTOXICMATERIALSOR SUBSTANGESASREOUIREDBYTHESTATEOFCALIFORNIAINCLUDINGBLJTNOTLIMITEDTOASBESTOS,LEADPAINTS,MOLD,ETC. REMOVALANDDISPOSALSHALLFOLLOWSTATEMANDATEDMETHODS,PROCEDURES,OOCUMENTATIONANDAPPLICATION REQUIREMENTS ~~~~~N\~:~ ~~~~~~~Hi:~~~\~!~~~~:~iuWN~H~l~~i:i~:c~~~\~;lg~:p:;~~~~~~~:~~F~~~~J~~~~E~~~r!~~~~s~~t'itcf~N:;;E~~~:~R':~~iDI ~~0:~~~~/:C~1~~T~~tL M~:~~L :A~ BELIMITEDTOIDENTIFYING.BYTITLEAND/ORPUBLICATIONNUMBER,THEOPERATIONANDMAINTENANCEMANUALFORTHATPARTlCULARMODELANDTYPEOFFEATURE.MATERIALCOMPONENT.ORIIIANUFACTUREDOE\IICE(SEECALdREENNOTESFOR ADDmONALREQUIREt.lENTSOFOPERATION&MAINTENIINCEMANUAL) 26 GENERALCONTRACTOR.CONTRACTORS,SUB-CONTRACTORSANOBUILDERSTOCOORDINI\TEALLENGINEERINGANDMECHANICALDRAWINGSWITHARCHITECTURALDRAWINGSBEFOREPROCEEDINGV.,THWORK.IFDISCREPANCIESAREAPPARENTLY OBSERVEOORINFORMATIONAPPARENTLYISTHOUGHTTOBEMISSING,NOTIFYARCHITECTWITHIN24HOURSWITHSKETCH,DRAWING,POF,PHOTOCOPIESWIIBLEGIBLEHANDWRITTENNOTESAND/ORWRITING(FAX,EMAILORCORRESPONDEtJCE) IFCONFLICT :~:R~:~~:~~~~l~~:ii!'m-~~U~E~~~~NTATION (PHOTOS. SKETCHES, OWGS) OF EXISTING CONDITIONS PH)SUaGEST PROPOSAL(S) FOR SOLUTION (SKETCH, DRAWING, AND/OR WRITING). IN CASE OF Alff DISCREPANCIES. THE ARCHITECT IS THE SOLE 27 CONTRACTORSHALLNIJTIFYARCHITECTFORCLARIFICATIONPRIORTOBIDDINGOFANYDISCREPANCIESBETWEENARCHITECTURAL,MECHANICALANOELECTRICALDRAWINOS.BIOSHALLBEBASEOONTHEMOSTSTRINGENTREQUIREMENT. .:E ~::::,o~H~~i'~T~g::;ELY NOTIFY THE ARCHITECT OF ANY UNEXPECTED OR UNKNOWN FIELD CONDITIONS, ERRORS, OMISSIONS. OR DISCREPANCIES IN THE DRAWINGS, PROJECT MANUAL, OR CONTRACT DOCUMEtJTS PRIOR TO PROCEEDING WITH SO CONTRACTDRSHALLBERESPONSIBLEFORTHEREPAIRAND/ORTHEREPLACEMENTOFANYITEMSDAMAGEDDURINGCONSTRUCTIONORCLEAN-UP ANYDAMAGETOEXISTINGSTRUCTURESDURINGTHECONSTRUCTIONORTHENEWWORKSHALLBE REPAIREDTOEQIJIVALENTORBETTERTHANORIGINALC<lNDITIONATCONTRI\CTOR"SEXPENSE. :T~~:~:-E si:i~~Bc~~::f~~NGALL PROPOSALS FOR ADDITIONAL WORK TO THE OWNER FOR REVIEW AND APPROVAL. NO WORK IS TO PROCEED UNTIL AN AUTHORIZi\TION TO PROCEED; SIGNED BY THE ARCHITECT & OWNER'S REPRESENTATIVE IS 36 CONTRACTDRSHALLBEAWARETHI\TSPECIFICFIRE-RATEDSEPARATIONWITHINTHEBUILDING'SCONSTRUCTIONISREQUIREDBYCOOE. THEUSEOFSPECIFICMATERIALSANDCOMBINATlONOFMATERIALSWITHINFIRERATEDASSEMBLIES,ASCALLED FOR0NTHEDRAWINGSANOSPECIFICATIONS.Al!EFORTHEPURPOSEOFACHIEVINGTH0$EREQUIREOFIRESEPARATlONS ITSHALLBEIBEC0NTRACTOR'$RESP0NSIBILITYTOVERIFYTHATN«CHANGEINMATERIALTHATISREQUESTEDBY0RMADEBYTHE CONTRACTORANOIORITSSUBCONTRACTORS FROt.lTHOSEMATERIALSORAWNORSPECIFIED.DOESNOTINANYWAYAFFECTORLESSENTHEREQUIREDCONSTRUCTIONASSEMBLYINTEGRITY SPECIFICSEDUENCESORMETHODSOFACHIEVINGFIRERATED .I.SSEMBLIESREQUIREDBYA"Ul.NO'LISTlNGSHALLBEFOLLOWEOWITHOUTDEVIATION,UNLESSOTHERWISENOTEDORDETAILffi. ~~:~i~::;l~~~R!~~ ::~~~~~~~~i~ ~~~U~~R~E:~~~p:~:~~OONTED OR BRACED FllCT\IRES, MIU.WORK, SHELVES, TOILET FOCTURES, ANO ACCESSORIES OR 'BY OTHER' ITEMS DESCRIBED IN INTERIOR DESIGN AND ARCHITECTURAL 38ALLMANUFACTUREOARTICLES,MATERIALSANDEOUIPMENTSHAU.BESUPPLIED,INSTALLED.CONNECTED,ERECTED,USED.CLEANEDANDCONOITIONEDASDIRECTEOBYTHEMANUFACTURERSANDREQUIREOBYCODE. 39PRIORTOCONSTRUCTION.CONTRACTORTOVERIFY/COORDINATEUTILITYREOUIREMENTSFORALLOWNERNENDORFURNISHEOEQUIPMENT,FIXTURESORAPPLIANCES. 41 UPON COMPLETION OF THE PROJECT, THE CONTRACTORS HALL GIVE TO THE OWNER A COMPLETE SET OF AS-BUILT CIVIL, LANDSCAPE, ARCHITECTURAL, MECHANICAL, PLUMBING, ELECTRICAL AND FIRE PROTECTION DRAWINGS ALONG V.,TH THE WRITTEN GUARANTIES,OPERATIONANDMAINTENANCEMANUALSOFALLEQUIPMENTANDFINISHESINSTALLED. THECONTRACTORSHALLMAINTAINACURRENTSETOFAS-BUILTDRAWINGSANDSPECIFICATIONS. INFORMATIONSHALLBEREGOROEDBYCONTRACTOR ASCONSTRUCTIONPROGRESSESANDREVIEWEDFORCOMPLETENESSATEACHREQUISITIONREQUEST. ~Al~~~~o: ~NRil~~:ss~HL:o~~~H~HRf~~~~~~~.~EAN ALL CARPETED AREAS. CLEAN AU. FLOORING, MILLWORK, LIGITT FIXTURES, GLASS, ETC. ANO UNCOVER AN□ VACUUM OUT ALL MECHANICAL UNITES AFTER THE WORK IS COMPLETED AND A I CONTRACT DOCUMENT NOTES BRANDON ARCHITECTS 1fi1 KALMUSDRIVE,SUITEG·1 COSTAMESA,CA92626 714.754.4040 WWW.BRANDONARCHITECTS.COM PROJECT STATUS CDP PLAN CHECK NO. **0000·2021'* PROJECT CONTACT BRIAN JOWETT TIII.OcalllCU ..... ,H,~lll,.inar-ca Alllntcu1,a.A10• 11n111 ■P'l.1~-.-0. A.lli••••1L~,III-\TA'f•TAITITH>l,_,. •"JiDITTI! ~~ICIU-•11010, 1•11:JI AlClnei:t _,_._,.0u•1 aiP1.1e;o.1101al llll,1111.JIOIOF•m caJHo•• __ ,A.-YIIA •u.1•0, 1•1101AJCIJ~ll~, .. lltl «llllolOIU.'jf00,nl91T ... O,:JH>l,■,m,· UAl:a:i;:,i~~~!;!;[il~•-r a•-•1•••ntl!U-lfll.UIMl~ .... 1, 11-.1no1 rr-~111-'11.Cfl.WIOI.LL Tltlll[H!LJI-Lt•!llaAHOLW:D□rA• L•1Lrr .,..., .. ,-.-10,•i• ~~•r•• llllOITHl■,..,. ..... Elll~ct,oOllW,u,o w (..) z w C Cl) w cc: Cl) z ~ w PROJECT ADDRESS: 22BAYISLAND NEWf'{)RTBEACH.CA92661 OWNER INFORMATION: BERNE EVANS 1095EASTGREENSTREET,PASADENA. CA91106 DATE 04/1912022 REVISIONS NO REVISION ARCHITECTURAL GENERAL NOTES T-1.1 PA2022-089 RESIDENTIAL CONSTRUCTION MINIMUM REQUIREMENTS CAL GREEN -RESIDENTIAL MANDATORY MEASURES 1u.:s1uE~TLAL 1.:0,'IS"l'tWCl'IUN J\IINJ!\ll1/II IU'.(JUl.KEMf.:,'fl'S Applic-SuondMd•: 2019Callfornl1flHlden!IIICode(CflC):2019C1lllo,nl•Bulldlng Code (CBC); 2019 C.lilomia Pkombing Code (CPC): 2019 California Electrical Code (CEC); 2019 C111!0,nla Mecha,nlcal Code (CMC): 2019 Building Energy Efficiency Standord1 \BEES); 2019 Cal~oml1 GrM!II Building Standards Cc.de (Cal Green): & Chal)ler 15 of !he Newpor18eochMunicipalCodu(NBMC) Resideooal building u~permittedarternboos,additionsorimprn\lementsshai replal>O noct-<:<>mpliant r,l,mt.ng fixtures with wa\er«:>ns.e,,ing plumbing fixtures meeting tllerequi"emerKsol2019CailomiaGreen BuiklingStandardsCode,Section4.30J.1 PlJmt,;ngfixt<noreplac:,,menti:<requiredpriortoiss.iMc~ofacertificateofoccupancyor malinspectionbylheClliefBuildingOfficial. (CivtCoda.Sectioo 1101.1atseq.,NBMC 15.11.010) ISSlla'IOO ofat>uilding perm~bytheCityofN....-portBaactldoos nol reliev,,appicants of thelegalrequrements10 cos«veoovooants,condilic<"lsandrestrictic<"ls,whci1maybe recorded against the property orto obtain plans. Yoo ,;t,ould contact )'Our community associationspriortocOOV11eocemootofanyconstructionauthorizedbythispermit Priortoperformi~anywOOlin theCityright-Ol'-wayan oocroachrnen!P9rmitmustOO obtainedfrom1hef'lblicWor1<sDe!)attmenl 4 Asitcs,.,,")'byaliccnsedS<n'cy<YY>allberoqui,edpo:>rtofoundationcoocrctepo<lf Garage ceiling t,ev,t. The mi"limun unotlstructed vertical clearance f<Y parking spaces ,i-.,11 t,es,,,,,,,.. f!>Ct, ex~ that the front four f.,.,i may ha""' a minimum ve~ical cle~rance oflourfwt (NBMC20.40.090 A4) lJ!Azeoneoflhecity'sappro-.edfranchiSflhaulertorecydeand/orsatvageaminirnumof 65% oflhe nonhiazardous construction arid dem~ition waste. ICal Grwn 4.408.1 4.408.3) Stairwaysshallnotbelessthan36inchescl<larv,;dth.(CRC311.7.1)Tll<lminimumhead ciearance shall be6"·8" measured vertically Imm the sq>ed ine adjoining tread OO&ng (CRC311.7.2) 8 >mlso,y Not&: Homeown""' Association (flOA) app,oval is lndepenMnl of lh~ City prncenan<J moy be fllq,lirod forlhio iml""voment. Plea.., chock with the HOA Board 9 i'alitionalpermitsarerequired1o,detochedstructuresiocluding00toollimiledto Aecessory$1ructures.detaCl'>edpa.tlooov9'1o,andtr8111ses Maso,yyo,concmtefen::esover3.5fl.highorwithin3feetoftheprop.!rtyline, Rctolnlng wait, over 4 n. r.o~ from the OO(tom of tne fCU"ld:llion to tr>e tOtl 01 tne wall ;v,d ;:w,y ret;,inirg w~II Vlitlwl 3 ft of ~rty line reg;,rdless of height 46 ln,wlateallhatwat.,,-pipe,,.(CalEno,rgyCode1500(il(2),andCPC609.11) 47 lsolatklnvalvesararequired fort-lesswaterheatarsonthehotaindco4dsu~yines 'Mlhhosebitibsoneachval"",loftu:shlhehealexct\ar,ger.{CalEn,,rgyCode110.3(6)) 48 lostal1automalicc:lotheswashercorn9ciiooparonean<Jtwofamilydweling.{CPC Table422.1) 49 Electrical servicesnalbe underground f<Y oowconstruction, replacement bulding. CY additklnklane,~ngbuildo-lgex<:eedsfifty (50)percentoflhe grossfb:4-areaofthe existingbuilding,(NBMC15.32.015) 50 EdisooCompanyapprovalisrequredformeteriocationprioftoinstaiatic<"I 51 Fiekl inspoctor,; shal ,OW:,W and appro,o lniorground ooMCO rnquiroment priCM" to ooncreteJ:Harernenl 52 Service ,.quipmenlandaubp,melashallha,,.,amin3(J'wideby36'cleepdear work space.{CEC110.26) 53 Allightingisrequiredahalbehighdficacy. (California ene,gycodeaection 1500{k)and Table150.0-A.) 54 Provide a listed 1 inch raceway kl accommodale a ded.::.Sted 208/240-,ollcifCUit !CY future electrical\lehicl<l(EV)charger.{CafGreoo4.106.4.1) 55 Alrecep!acie outlelsararequired shalbe.,,tedtamperresistant{CEC406.12and 250.52) 56 Combmlion ,ypeAFCl circu~ breakers are required f<Y all 12{}-volt single phase 15120 ampbr;r,:;:h~uit,..E,ceptfortmtt...ooms,gamgea,andout~.{CEC210.12) 57 Amirtmum atone dedicated 20 ampcirrutt is required f<Ya batl"o"oom. (CEC210.11(CX3)) 58 GFClprotectionisrequiredforalreoepta,,:leoutletslocatedoot<locrs,garages,accessory buildings,bathrooms,crawlspaces,kilctrans,laundryare;as,kitchendishwasherbrnnch circuil,garMgl'disposal,allareaswithin6fe,:tofaS<nk.andallr...::eptacleswithin6feet otabah uborshowarstall. (CEC 210.S) 59 Receptadeou\letserenotallowedwithin<Yoverabathtub<Ysh""""'stall.{GEC406.9 (C)) 60 SWpa,lels are not alk:1,, 10 be localed in batlYcx:,,is CY clothes closets .. Avoid instaling !U>-pano,ls in fire wall envelope unlos~ tho pa"lOi is ~stod or firo protection is cloarly detaied1othesalislaclionoTthebuildi"]Official.{GEC240.24(0)111ld (E) 61 Circ:uil$ sharing a g,ourded conductor (neutral) with two ungrounded {hi;,1) conductors mustuseatwopclecircuitb.-eakeroranidentilied Mndletle.Groupnon-cablecircuitsin panol {CEC210.~(B)) {CEC 210.4(0)) 62 The receptacleculetst11,atser>1ekitc:hen-000.r:ertcv.;,clnngroom.breal<fastarea,111ld r,antry,muSlha,eaminol2dedic:aled20ampcirruits.(GEC210.52(BX1)) 63 Kkhencountertcv.; 12ilchesorwider,oost ha\learnceptacia outlet (CEC 210.52(C)(1)) 64 Kilrnencounlertopsmusthaverereptacieoulletssonopointalongthecounterwallsis mo..,lhan24inch05frornaroceptacle.(CEC210.52{CXI)) 65 Island and pe<WISUar coonter tC4)S must have at least one receptacle (CEC210.52(CX1),(2),an<J(3)) """' CITY 01-' Nli:WPORT BEACH 100Cmcc..nt..-Dnv,,IP.O.Box17661Ne..vc<t8eodi,C/\92658-6915 WWNnru,rocttscMoov l\!l49)644·3200 2019 CALCREEN -RESIDE~TIAL ML"IL\IUM REQUIREi\LENTS !. 2019C.I_G,_, ll<akJing SIMd,.-<bCo:le (CG);., oppliczlble loal newre,dentiol buildi-iocluding butnollm~e<llD, d....,lings. aportrnenthou,,,s, oondooi"10Jm•. OOtels,and othertype•d dwollngsoon1aining ,laopingacco«rnOO.alicoowthor.,.hol.Ooorm,on tcilolsc,cool(ingfaciltlos ~, ... edbylh@o.,p,.rtmant<J Hwoing..,d~;ly~olopmaot(HCD-1).(~MC 15.11.010, 00Secliun101.3.1(:,l)) 2, =~~Of!~kl;F~~:~~:;:~~:i:~:~;:=lE?~ a<lditiono,-ralion._{301.1.1) Ene,gyEITicienr.y 3, ___ ,_,.., .... ,, ......... ,-~---,....••g•11•"" ........ ,.1..i ;:-;-;:_~)-iMW. --r-r i, --1• I-·•-fl)l.'140 .. t ilfHal oireul a. 71111 r_.,, •1111 -.;i.-. • ._ .. ., _,,;"" or ••bioor"" ,..., t--••• nto • 11,;:.o i:.i..-. ...__,:,:_io._•--t,loll•~~..,..,d•n~'t'clo.-.,.-b. 71111--lorOIJ,._..l_l~nop•oitrr>io .. 01••-c.(0 ___ _ ·-•tut••---,.. ror•••lillb l •l•~r-, ...... o, .. i:u.-.,li>"O\o<cti,o·-- c. 71111 --• • au•nol oitoLit•-, -I lll..,ti'r1ho ~••1 r,o-;.,,• 6o•<loo -•-lor.._ol;lf"e.,...,..•"liVC,t,~U l~" d. 71111r-=-1-.--1;.,.oho1••---t11••••'-llo'••••oo ·~vc_.,,.,._~- d. ~IOctr1ulon<l~mbon!llof••1ofiori~ISOOt-homtJ,er-<i,-(i.•.~• ""-"'tol<>,Nreloa!IJ,.) 10. Pedastrianprotect1Mad)')C'ln1toput.icwaytoOOasfollows .o::w~ I ~'~"'~--'""~ .. ,m~ n••~:o-:::·- ........... ~-:.':.,1r..-~-·-_, ... '"""''""' ___ .,,. ~ """"''"" ~.,,, ...... ,.,,,...,.. .. " ... _"'__ ...,,,,.,._ ,..,, .... ooo,>uc100°··---.. ..,.,....,,.. .... ,_" ...,,., Sb; •moo· >J!«>! .. !h,...,·,;ol "'~'•dx' 11 Allexteriorlathandplaslerahall ha,etwolaye1$0I Grade Dpape,overwood lxose sheathir,g. (CRCR70J.7.J,CBC2510.6) 12 Wallcoveringofshow"'5orttb;withshowersohallb<,ofl>Omentplaste<,Ue,orapp,oved aqual.toahaightolnotlessthan72inc:hesabovedrai'1inle1.Backinglc,-tieY>allbe cementboardorcemenlplasler.(CRCR307.2,CBC1209.2.3) 13 Safety glazing shal be pro"1ded at 111efolowing hazardoos locati:>r,s: (CRC RJO!U, CBC 2406.4) Swinging,bi-foid,andslidingdoors b When located within OOinch<Jsabo""thefloorofwelS<riaces aud>aslubs, shi:Jw.ars.saunas,steamrooms,<Youtdoorswimmingpool Glazingadjacen1todoors i Withina24-incharco!eithef\lerlicaledgeolcloors""dlYilhin60inchesof w,ill<ingS<rlace Where the glazing is on a wall perpendicular to lhe plane of the door r, a ~posit00111ldwtthin24 i"lcttesoflhehingesiooolan in-swinging Where gtazn;i area is mor~ than 9 sq. ft. in area, with the bottom edge "'5s than 18inchesabovethelloor,klpedgemonathan36irdlesabovelloor,and.,.;u,in 36inchesofawall<ingsurface,measaedhorizonlally Glazingwheretl>ebo!tcrn exposed eoge oltheglazn;l is less than J6 inches above the plane of the >qacent wallJng surface of stairways. landings between flghtsofst.airsaMramps Olazingad)')C/ln11othel8ndingatu,eb0ttomofesta,rwaywt1ere1hegl8z,ngis ~:o!n~~e: inches above too landing and within 60 ioches hOOlmtaty cJ the g Gla.zil'IQ in guarcls a~d railings 14 AlldoorofromthehouoeintotherooJa•e~$hall beequippedwith11n"PP"'ved•lnrmor anapprovedaltematedrowningp,eventionsafetyleatu,..(CBC3109(11~22)) 15 Smoke ~larm!I shall be n'italled in 111~ foflowirg loo!tions (CRC R314.3, CBC 907.2.11.2, 007.2.11.3&007.2.11.4) 66 The$pacingforgeoe,alreceptacleoutlets mustbe loc..iedsothatnopointonanywall fixed[llass,orcabioetsisover6feetfromareceptadeoullel.(CEC210.52(AX1)) 67 Hal~ays101..,,,tormon,muSl ha""atleast one(ec:eptadeo~t.(CEC210.52(H)) 68 Garagesshallhastiatleastoner9C1lptacleforeachcarspaceontheinterior.Thelxancti circuitsupplyingthereceptaclesshaloo1ser>1eootle!soutsideolthegarage.(CEC210.52 (G)(1)) 69 Laundry rooms must have at leoot one dedicated 20 amp reoeptacle circurt. (CEC 210.11{C)(2)) 70 Provlde12{)Vreceptaclev.;ttw,Jfwtofwate,heator.(GalEr,ergyCode150.0(n)1A.) FOUNDATION: 71 Woopsuoodb ~1uccoatthefoundationplatelinoshallbeaminirru,,of4nchos""°'e theearlh<Y2inchesabovepavedareas.(CRCR703.72.1.CBC2512.1.2) 72 Fastenersan<Joomcctors(,...;is,an;;!-.;Kbolts.etc.)incontactwijhp,e:,ervaW.trwted woodshallbeofhot--Oipped>inc-atatedgaMlnizedsteel,stanessste-el,silironbronze orcoppe,. (CRCR317.3,CBC23°'1.10.5.1) 73 Anchor bolts shall inclUOesteel ptate washers, aminimu'Tiof0.229"J<J"J<J"ilsize l>elween sill plate and nut. (CRC R602.11.1, CBC 2308.3.Aca,ptatile a,UemateSDPWS 4.J,6.4,3) Mat91ia!Con5ervati9nandResourcesEtticie;ncy 4. ,O,,m•l•r ■-H •-, .... •-• Hllio■, -,,jLA, «•1~•-ni• io..-•-•t od•inr •Ill· •hllll bo ,r«-...... , ti• ,__ of --Or ---•-..... ,.;1h ~•>t-■'l•.~• .. .,..,or•tl•IOo,lar--. (,A,.1) 5. Utiizeuneo<tl.,city'sa;vu,,.Jfr..,.;hsehool<,-tor~lean11crM""lle~rririrn,mof65%oU,e nanhoZMOOuocorn1ruct<lno"ddemolllionwa,1e. (4.40ll.1,4.400.3) WaterEfficiencyandConservati9n 6. ~~~~~olde,elopmcntsshalromply wilhCly'swato,otficiorttlondl.capoor<linafioo. 14.304.1 FIXTURETYPE Si l<Shawert>eod, 1 ,....,_ . .., .. ,<>..< .. ,"= ... _ ,.,..,~ ... " .. """--~-"'~·...,_,-,.,..,,,,, ..• ,,,,_, ... __ .. , .,,J...,.1[,11'.1'.14t., .. .,.. ~ _, . -~,...,.,,,,,, ........ ,. Envlronmentalquallty 8. M0••••"'"' .. '•1t,,,lllog"'•'•;••u-;"""11e..i 1..,1,.,...._;,,oi,,_,o,:1 to♦1oro-oo:ad,V10""°011~ro1,:,111og14.U.J): a. -u•---1 .. llotor-.looodwlll -~••~-,,..or--~,,, ---~~ ... , .. -11.>'0 ••••m _,,_, .. , .. •~ IIJ t~ _,1.,...,. -olOI -I •l1!7r..,i-_ _,t,fl>loidir,-1f1.tlltl1o-. b. --r-... o•Nll .. la<H •1•,o;,.,tJf-(110•o,J •4f-(1J1frriM)_ ... ~ ,1.-..-,i-01•,c1,p;o,:,,1otoe,.,;..,. c. At •oot 11,o• ,.,_, rnoiotcx• _,.., 0111111 N ..-°" -· --1-'1■ ,.;th -•..,.••t<l••••·••••t~.,.,1,..... ..... , .... -• ... t-.t•-IID_ ... ••1-li:o"lr_,.. 9, .... c.,f .... lo -,,,.t;•go ohol ••It~ l'r--.... ll(e,rl MIR u,,;i, b' 110C i,, _.., IMlll(•,:'l)--b.ior••--nl•io-... ,u,:.,:1)-(flt1).,, ... c.-•c-.,, 1!._111.,.,. rn• 17, """',.noiol.., .... t<l, .. 110. {4.*.l.1' 10. Cu"'t-""'"'1•1"•••111'1•• .. -•-t-ll .. tct-• ((.IO'I.J) a. C•,-:•r<l"'CQl,.,_u1t'oO-L-~U.l'r<o;iJ10, b.Coli1omio0°"•rt""•.t-lll•ll,l~t.,.C1- c. "l~/A~II 140•1U• Oot-•,ol d. &><>ntil"icC.,.1il"oc,itionsSi,;1<>msleo:JolYM.""tage"Gol<I 11.M'1'1'll'll80%offlo[YaCAAr-MruJn,sii-,1nc,,,,.,g,1>a11comp1y"'"'h"""ollhofol(,.;ng('·SO,l,(J 0, ~~[Y~~=~~:=.: thO O>I-Ollve IOf ~ P6fTorm.-ico So"ioolo (C>FS) High b. F>ro<IUC11cort;fi&dundOl"ULGREEHGUAROGold c. Certiiiedood"'th"R&slien1fk,o,Co""'1nglns.tftu1e(RFCl)Floo,&,o,.p,og,001. G. Car;JCYola D<,partm<u• o(Puc,'1: Hootrl Sr,ociftcAtio<i 01350. ln6t1Chsleepingrt,orn b Outs<deeachseparatasleepingareaintl,ein,m!ldiatevi<:inityoflh8bedraoms One•chlldd;t,OC~l1to,y,inclu6,,gbl!s&montoaMtw,;t,rblo 1>1!icl :1:: :~;~,!": =taly Imm the door or opening or a t:ialhmom that A minimm, of 20 1881 "'>rizonlally from a")' permanently n t"""1 cooo;ing apptlanea Smol<ealarm•shall~har<jv,;,-dwithbalteryba<:k·upand intoo::onnecti'dunles~ ~;7.;~6_;n acoordanco with CRC R314.~ & R314.5 or CBC 907.2.10.5 & 16 Cijrt,Qn ITT'¥1<;lai<;lr,, ~I~= ihall be JJ:itillled in tho,fi;,!Qwing lo,;atio"' (CRC R315.3~ Outlli~aofaacl1 9188t)ingaraa.-.1ria1m~latavlclnilyoftr111 t>ed,ocm(s). b. Oneveryoc:cuplablel<lvelofthectwelingintindJdingllasemoots =~.f:;'1~~~C:~~~=::;=:~"="=~"ttactred Cart>c,nmonoxiOO alarmsshall behardw'looMllbatta,yback-<4)EUld interronnect8d unlesse,emptedinaccordancev,;thCRCR315.~4) 17 AllfonestrationsCN1windows anddoon.shalhaveU.factora{0.30ma,:)an<JSolarHoot GainCoefTiclent(SHGCaQ.23max)vakles inaceordancewilhT-24energycalclJabOns. Allfonestrationsmustha,otompr;,raryandparmanentlaools. TEMPQRARY GENERATQR 18 Handoperatedconstructic<"ltoolspoweredby electricifymust usepower prollidedby SouthamCalifomiaEdisonlhro'-'l)hatemporarypole<YasailableootleL lnlto>r,.,..,case whereelectr';;ity,.ootreadilyavailableandaponablelemporarygeneratorisnecessary, thenthefolowingreslriciionsmustl:>eadheredto: MustOOportablean<Jmaybeeasilyralocatad b. TemporarygeneratCYsareto belocatad a miniml>"lldistan:;;elromany-rty lineaccordingtotllefollowingtable TimuinU11 Hours lfth~mirw,;um<listance<:annolbe ach;,,w,d,lhenthegeno,rato,s.hallbelocated themostaxtremedistancaprac:tic:altoinhibitnoise.Otharmetllodstoimibilnoise may beuliized when practical d. May t,,, lll>"'alOf\el fo, • mexfflum d r;,,., """"'801.1Wa a,len<Jar de-,.. A!ler r,,,., consecutivera~ndarcta~oluse,powe1sllallbeprovidedthrou<Jhlheuseo1a te~Rrypowerpole Usage is 'limited to wookdays OOIWOOn Iha hoors 11001 8:00 AM and 3:30 PM Mondey1hrouo,'1Frid8y, Nouseontr111"'"K&ne19orfeder'llfholidays. ADH~SIVE VOCLIMrT" (leH Water and Leso bempt Compound• i~ lira mo per Literf ARCHITECTURAL APPLICATIONS IOOO«car OOht>s,,.es ~"""'""'"" VCTonda lialttileodhe,_ves g,,:~:1z.::-- Mulipu!pOSOCOMtructiori-""• Struclural<j.azingitd'ies"'es =,r:r:==r~~:. Topandtrrnadhe•ive SUBSTRATE SPECIFIC APPLICATIONS 1 .... ..,, ....... ...,,.,., ., ...... ~.. _,,._,, ... -~.-\,QC,,, .. ·o,- VOCLIMIT 00 00 00 ,. ,~..-, .. ,..,,_ .. ~ .• , ... ~~--""' ........ , .... __ ,.,.,c.w,,..,,,,_,, . .._.~., ,.., ... SEALANTVOCLIWT (l.eH Wai., ~~~~ .... ~~mpl Compoend• ;~ Grom• po, Liter\ Nonmemtmtnero<:1 ,_, /Vchteclu<al Nonpo,ou, ·-ldo:Hleobl.,,,..,..,.,, ~Otin,d<,,::I; FIREPLACE, 1\l Alllirspt;,ces: FdCIOJy•builfo'@fliaon,Chi"""')1 dnd&tloltheiroompon,,nt••MI OOlistedand installud in accordance with the~ I!5ting aod manufacturur's installation ln•tructions.(CRC R1004.1) ~ Factory butt wood bumingfir&placasshallbequalifiadattheU.S. El'A'1Voluntary Flroptacr,Progn,mP!,a..,2emiulor>1levoj,(CRC 1004.1.1) Oo,co,ati,,.,$hro,.,d55hJlnotbe nstJllod Jt thG t..,,,,in,,tion offJctory•built chimneys..,,cep1wharesudlshroud•""'tistadand labeled for uoowiththe specific fdclory-built chimney ryMcm nnd""' instal!<xl in acoordnnc,:, with manufactcref• i'lstallatlon i'lstruction1. (CRC R1005.2 & CMG 802.5.1. 1 & CMC 802.5.4.3) Horirontalopeningsareootallowad.Torexhaustvents.inwallscbsertnan3feet taap,opertyline.(TablesRJ02.1(1)&(2)).Horizont,oi,entcapsshal be2feet clearfrompropertylJles hhaustopeningsshalootbedirectedontowalkways. (R303.5.2) 20. Solldfuefbuminglirepbcas: Providaapermanenttyanchoredgaseousfuelb001ingpantothefireboxofasolld fuelbum0"'9f....,ce b Solidluel buTii,gfireplace must ccmplywith the California Energy Standards mandatory measures Chmneyshallextendatleast2flhigherthananyportionofthebuildingv,;tt,in10 ft .. but shall notbelesstnan31t. abo,ethe highest point where the chimney passestt-.oughlheroof. (CRCR1003.9) 21 Oirectventgasar,pliarK:efin,piace: Diractvootsealed-oornbustiongasapplianoom,placemustcomplywiththaCal Greencoderequi'ernentsandmustcomplywith~SIZ21.50.{calGrMn4.503.1) 22 Roomsconlainingbalhtubs,showers, spasandsimilarl'ixtures shal bep,ovidedv.;than e.<haustfanwith...,,iddyrontrol_,sorhalli'lgaminim,_,,c.ap,,cityd50 CFMductedkl terminate ootsiclelhe buUr,g. (CRC RJOJ.J.Cal Graen 4,506.1, CBC 1202.5.2.1, CMC 402.5) 23. Wharewaterclosetccmpartmentisindependentotthebathroom<Y showerarea,afan wilben,qui'1'din~acharea.Bat"""""1Sshalfhavean~•haustfanwithhumiditycontrol oonsor.min.50CfMcapacity.(CRCRJOJ.3) 24 Where whole holJS8 fans are used in bathrwn areas, tile fan ,oost run continuously 1llld !!Mlln01 be!ledto11h...,ldityi:onlft>"9nsor.(CalGr"""4.506.1(2)) 25 1l'le Clotl'l6s dryer \/&<'It 1haII n« e~ceed 14 n. ;, overatl 1engm wit~ ma>timum two 90 degrceel1Jc>ws.(CMC504.4.2.1) 26 Envlronmentala~ductssn.tarmlna~mln.JfeetlrompropMyllneo•openlngslnto building,and10f.,..lfromaforcedairiri!ot. (C~CS022.1) 21 Mechanicalequipm&lllshall behstallea perthemanufacture'slnstallatlMinstrucllons (CMC303.1) VOCCONTEJfTLIMITSFOR.lRCHITECTURALCOUINGS>l _,_spoe.,lycoat'1fl" Bihmr.ousrodcoatingo ===_;rt,,,n C<nc:t~!Oc,;r; id,, ~;~~-- Fawrm · <Xlilli Sj>ecio!tyC<>din o ~"".11.::....~~"::,._1,n =-=~-= ,~ . VOCLIMIT 00 ,oo ,oo ~~~-275-W()Qlj ,...,._._ 350 Znc-<ichprirnOfS 3'10 1 _,,,oc..,_., _ _, _______ • __ •--;-x ................ -.. ~ ... ----"" ., . .,_,,., ............ 28 Domeo.1i:::rar,gevent1Iobesmoathrnetalli:::interiorou<faa,,{CMC504.3) 29. SuwlY and rettm airductslot>einsulatedata minimumofR-6. (Cal EnergyCod8Table 150.1.JI.) ~= 30. :1:,.::;er,.:e;""'aremquiredforallnewduplexes.Se!)aralefirerisersareraqu;,..d JI. Numbingfixti.ns: NewOJnstruction&A<tlitior\'Alteratioos that irereasesoondition spacearea, vo1i.me.01malCa1Greoo~.X13.1~ i. Comply..ithCALGr-,Mandato,yRequire,._ts Add~ion &Alleralion: Enstil'lg n,tu..,s shall be replaced to meet the lolowing requircrnenb i. ShowarHeads: 1.Sgpm@OOpsi ii. U,Va,taryFaua,ts: 1.2gpm@60p,si iii. Kitchen Faucets: 1.8g~@60psi iv. WalerCloset: 1.28gallonsperflush 32. Cl.,,,rancebwaterclooottobeaminimumof24 inchesinfrootan<J15inchesfromits centertoanysidewallorobstruclion.(CPC402.5) 33 Thew,,torhca\of bumortobcat lca& 18inchcsabavcthegaragclloor,ff locatodin a garage.(CPC507.13) 34 klstala3inchdiamote<by3ft.\alsteelpipr,emooddedWlconcreteslabbproleclic<"lof waterheaterslocatedin i,arage.(CPCf:JJ?.13.1) 35 Wat.,. heaterato bestrapl"'dattopandbo!tomwith 1 ½", 16gaugestrap wilh l/8" diame!er.X3"1agl::olleactrend.{CPC507.2) 36 ABS and PVC di'ain -ste and -,t piping material is limited to 2 stories maximum. {CPC 701.2{2)(ai and903.1.1) 37 ABS111"'<f PVCroofand ded< d......, material is limitedto2stories rnaxirnum. {CPC 1101.4) 38 Roof and deck <i'ain systems in>idethebui..-,g are r6QU1redto bi, installed with directional OW/dralnageflnings.(CPC1101.4and&706.0) 39 Cleanouts arerequired.,.;u,in 2 feeloflheo:;nnectionbetw""nthebuilding intarior roolidecl<<tain pipi~ system and the e,te<ior onsite storm drain system. (CPC 1101. 13) 40 Allhosebibbsshallha\le,acuumlxeakers.(CPC603.5.7) 41. Th<lmaxirnumamoi.rtofwaterclosetson a 3inch hco"izon\aldrainagesystam lioois 3 (CPCTable703.2) (2 The mil>Ci-num emountri water clotGtaon a3 ino', v&rtical drainage syetorn ~ne is~. (CPC Table7032) 43 Pro,icle II"' W'9 with a min c,,p.,,city of 200,()(Xl BTU for w•ter hel>t~r. (Cnl Er,,.rgy Code 1500(n)) 4"I Providt!&<:ond"'1satr!ldrainno mo,t,lhan2incht!•above tt,ebaseoflhe wa\"rl,eat"' spaca.(CirlEnergyCod.1150.0(n)) 45 Provide a Waighl venl pipe from the water hruiter space to the outside termination from thewalerlwaterapace.{CaIEnergyCode150.0(n)) 14. :~!~~~=n~f==~~~::n:~~~~ i1~~~~T:~•~~~ h<llaw(4.504.5) FORMALDEHYDE LIMITS' F'ROOUCT (M~mumfomialdohydoEmisoionsinPort,pe,Mmion) LIMIT H..--Pll'VW>?•J,w1-co,o 0.05 ::=rcompooiooore O.W Modiumdensot fil..t>oard 0.11 Thnm<idlLJm-lyl.-..,1:,oa,<I' 0.13 I, .,..,,_w,-..,-,,,_.,..,....,~c--.,.......,•L"''-' '"'~"""""''" ><~ -•-•"''""™'""_...,..,,,. • ..,.,,...__,,_,coo,c,-~.TI•• ,co '3'2"1"D>7> ~,-s,,--.,_a-~~-» ) 11. ""••t --rot-~ •i" --olion ---•i•to •~IN••--,.;1, 1•"'· ·•h• -__ ,,, __ u, •• .._.-...... illll"'i•-•10-...1~ • ....,.,.., ... ,u.~LMI ,.-. .. .,.,.,.-.:«1,_,,_ __ ,_l.,tllot«!upoft~H'.'"'Coq,;~..,,. (4.to,l.1) 11. -••--ot fo• -N 1.MI. .. Y ITAR -~-t oM ti, ~,,:r..i I) t«•;,.,011 wtoi:lo II• :::-.~~=■::::=:fEF~1:.~;i~:-= r=~:=-i ... ::·~•;.f:: =-~:a 11.0uctsysemso,.,,i=l,<leoigoe<landeqLipmentisselocte<!u>ingthefolowir,;imethods(4.507.2) a. Estallliolihcatl<>Osandhcatg<lin-r.atuesacconingtoANSL'ACCA2ManuolJ-2016(Residootial lo.a.dCllcirlatioo),ASHRAEhanmool(so,.qJir.llMt-'9"-•orrMthod< b. Size <UOI <}"'terns =<1"11 to ANSMCCA 1 Marual 0·2016 (Re,.der>ti31 Ouct System,) ASHAAEhandbook,c,odierequivalerOde,.Q'looftwareormctl'Od• c. ~~:~=n~~':::n=~~SiA,;;;~M,...,m,I S-2014 (Re>i<Jential kl•tall.,andSpeciall,..P!C!orClualification1 18. ~=.~~= =;"'...:::.:::~~;=-• (~t;t ectsupeN,ion ot~ained and 19.HVACS!"'Ciolin>pe,c:u,muotboqualiliedanoabletodemons!rateoompelence'1the<li.sci~inett>ey areinspoc,ing.(702.2) DocumentaNons ._,..,,_, ..... ,o-•-=-••i•lll,CD,••--•_,.o, .. •-.,;-,hollbo ::--:.:.~:.~=.:==~n:.=-=~~:::.":.:!,■ :~~ It •~I••~• 21. Oocumenlalianshalbe Pf(Wide<lto>'ffllydialfinisli materioisusedrom~ywith voe lmit, as ,el !Cflhinloblcs(.500 .4.504.2,&.,.504.3.(4.504.2.(J ZJ.Documootatiooshall boprovid<id tovorty ll1a1 c~i!Qwoodp,OOJCtsu>OOc:omply.,.;1h f,:,nnak:lehyclolfflils .. s,,tforth;~Jablos4.504.5. (•.504.S.1) Zl. DQQITI1111atM1 whcl> shi1ws CQmpli;m;e will C,'J. 0'"'1 code ind1Hing wnstrucb:,:,1 doC\Jme$, p-.woctflootions,bulid.-0<.,....._c,,,Ulc~tion.widln._,;,,,,r"IJCftoon<l •O<'&otlonohalll;tl awlableallhe1i1alr1Spedion.(703.1l i• Clll.G<_,Oocomom,tionComjl(iMooCerl6ea11onlorm(Citvlo,mllt rt1QU<O<lO>l>Otut>mlltooto lhoBuiid"'9 lllSp<>CtorpriortofaialbJkin~ .-..pociio<i. (703.1) 2 BRANDON ARCHITECTS 1fi1 KALMUSDRIVE,SUITEG-1 COSTAMESA,CA92626 714.754.4040 WWW.BRANOONARCHITECTS.COM PROJECT STATUS CDP PLAN CHECK NO. .. (XX]0-2021 .. PROJECT CONTACT BRIAN.JOWETT TIU[oo::t.ll,ICNJ~l,R[Jfl:PROPEITT,X~ MCllllCJSl'C,AIIJAREMDTTOIEll.lf'LClo.lH), A_TEREDffiUJlllEDIII-WAYBYAIIYOJHt:RPARlY WlllDJTTHE[XPRESlEDl,UJIIRIZAIKJl(J'IRIIDCII AACIITECIS.-IIIWJTIOIIZEDru'lClo.JIONffi Allflll.JION,Xl\FfiFIJD!l,l'NTllVll/iPAl!fi'ISA w:LJ,JKW(J'BAANOOIIMCHrrrr:rs0;mc1SED COMMOIILAWCOP'IRl'JHT,IWOTHt:RPIU)PE~lY IOOlf!STH~O,AIDIS!ll!.l'CTTQflL CK LWllllllAIIDP'Erv.t.TU.THfSErtJ\ISl'Nc.-..SONOT TQSEI.SSEIIEDTO!INTlllll,ARTYwtTIIClll OBTAININGWRITTlMl,UJIUIIU.TIONIINDE>:l'RESSED P'EP.\IIS~l"!'BRl,H;QIAAQITECT!,WHOSH!.LL THlll!IEHELJHAIUIL!S.Sl,IIJMSll.VED(J'l.m Lnurt'REl'NlllNG-U$E(J'lJE$EOOCI.WNT$ !YSUCHTHllllPrnYWIETH:RDEPICTEDOR11'1'1.ED w (..) z w C Cl) w ct:: Cl) z ~ w PROJECTADDlESS: 22BAYISLAND NEWPGRTBEACH,rl\92661 OWNER INFORMATION: BERIEEVANS 1095E.l.'lTGREENSTREET,PASADENA, CA91100 DATE 04/19/2022 REVISIONS NO REVISION SUPPLEMENTAL DOC. & NOTES T-1.2 PA2022-089 LEGEND TITLE REPORT/EASEMENT NOTES 22 BAY ISLAND ..:.:. BLOCK WALL NEWPORT BEACH, CA 92661 BENCHMARK INFORMATION BENCHMARK NO: 1 E-116-99 BFP <;_ FF FS GM GV ICV NG SMH TC TE TW TC WIF () 0 • -0-rn.M. BACK FLOW PREVENTOR CENTERLINE FINISHED FLOOR FINISHED SURFACE GAS METER GAS VALVE IRRIGATION CONTROL VALVE NATURAL GROUND ~ -BRICK SURFACE D -CONCRETE SURFACE D -GRASS SURFACE SEWER MANHOLE TOP OF CURB CURB TRASH ENCLOSURE TOP OF WALL TOP OF CURB CURB WROUGHT IRON FENCE EXISTING ELEVATION SEARCHED, FOUND NOTHING, SET NOTHING FOUND EXISTING MONUMENT AS NOTED HEREON TEMPORARY BENCHMARK SET ON A SEWER MANHOLE RIM (SMH) ELEVATION= 13.35 FEET LINE DATA LINE BEARING L1 N61 "44'51"W L2 N2a01 a·11"E L3 N61 "39'38"W "-f/.¥"~-"±., 1 I 10.62 ,_ DISTANCE 38.67' 5.00' 4.59' I I--==-l1I._ NO TITLE REPORT PROVIDED LEGAL DESCRIPTION REAL PROPERTY SITUATED IN THE CITY OF NEWPORT BEACH, COUNTY OF ORANGE, STATE OF CALIFORNIA AND IS DESCRIBED AS FOLLOWS: PARCEL 22, BAY ISLAND, PORTION OF LOT 5, SECTION 34 NEWPORT BEACH, CALIFORNIA. MONUMENT NOTES G) -FOUND EXISTING LEAD, TACK & TAG STAMPED LS2350 ® -FOUND EXISTING LEAD, TACK & TAG STAMPED LS3109 (33,40) /CH!f.t,IEY TOP ~ RIDGE DESCRIBED BY OCS 2002 -FOUND 3 3/4w OCS ALUMINUM BENCHMARK DISK STAMPED w1E-116-99", SET IN THE NORTHWEST CORNER OF A 5.0 FT. BY 5.0 FT. CONCRETE CATCH BASIN. MONUMENT IS LOCATED ALONG THE WESTERLY SIDE OF PALM STREET, 110 FT. NORTHERLY OF THE CENTERLINE OF BAY AVENUE AND 21 FT. WEST OF THE CENTERLINE OF PALM STREET. MONUMENT IS SET LEVEL WITH THE SIDEWALK. ELEVATION: 7.587 FEET {NAVD88), YEAR LEVELED 2015 BASIS OF BEARINGS THE BASIS OF BEARINGS SHOWN HEREON ARE BASED ON THE CENTERLINE OF ISLAND AVENUE HAVING A BEARING OF N16°32'02"E PER RSB 183/456-46. -'--rr.'.. '--,1--, ~i:;-i,· l~~I_[_, (10.52) I =:-Tl~I 2-r-~11;--1'~ ---=-',1-'-'--I£ -'---,_'__rl, NEWPORT BAY ~ 1.......-~·~ ' ------;---'---,I I ~ G ~ (37.28) RIDGE\ ( 11.69) ~-~ 94.85• _,-,,~': ---PARCEL22 lID&W 0@[1,&[f!J@ C°)@~u□@[f!J @C? [1,@u ®~ ®~©u□@[f!J ~@J [f!J~\'§IOC°)@~u lIDM©[}{]~ ©&[1,Dl?@~[f!JD& PARCEL 1 EXISTING BUILDING F EXISTING BUILDING PARCEL2 a.JRB ~ FS NEWPORT BAY W EDGEWATER AVENUE BAY ISLAND EDGEWATER PLACE VICINITY MAP NO SCALE NEWPORT BAY NEWPORT BAY GRAPHIC SCALE { IN FEET ) 1 INCH -8 FT. SURVEYOR'S NOTES SURVEYOR OR ENGINEER SHALL PERMANENTLY MONUMENT PROPERTY CORNERS OR OFFSETS BEFORE STARTING GRADING. PLEASE CALL PAUL CRAFT@ 714-488-5006 TO SCHEDULE. PAUL D. CRAFT, P.L.S. 8516 LICENSE RENEWAL DATE 12/31/22 DATE NOTE: SECTION 8770.6 OF THE CALIFORNIA BUSINESS AND PROFESSIONS CODE STATES THAT THE USE OF THE WORD CERTIFY OR CERTIFICATION BY A LICENSED LAND SURVEYOR IN THE PRACTICE OF LAND SURVEYING OR THE PREPARATION OF MAPS, PLATS, REPORTS, DESCRIPTIONS OR OTHER SURVEYING DOCUMENTS ONLY CONSTITUTES AN EXPRESSION OF PROFESSIONAL OPINION REGARDING THOSE FACTS OR FINDINGS WHICH ARE THE SUBJECT OF THE CERTIFICATION AND DOES NOT CONSTITUTE A WARRANTY OR GUARANTEE, EITHER EXPRESSED OR IMPLIED. Q b... cl ~ a.: 0 N 0 N ....... -I'-"' ~'-"::I II <..---c'.51: C ..---en..---T""" (0 (0 a_ C\J <( 0) ~ 0 <( 0 zO <( -I ....J I a_ Cl) 0 <( -<( a: >-w CJ <( CD 0 CD I-a_ C\J a: 0 C\J 0 I-a_ 3: w z § [cl 8 a vi 8: SHEET NO. 1 OF 1 .,., .,., 0 N c:i z ~ ~ 0.. PA2022-089 -------' EB EB " 1 / ARCHITECTURAL SITE PLAN EB EB , 2 , GRADE PLANE EXHIBIT [J (6.51) 'FS ,MET~ ~ING .• ~ (7.4.il} NG , (6.96) FS I I t (10.46) '"1=8-__ PARCEL 22 PORTION OF LOT 5, SECTION 34 l'RO~OSED2STORYSINGLE FAMILY WATERFIIONTRESIDENCEWITH ATTACHEDUllTGAI\AGE ~ EXISTINGSTRUCTURE-11AYISIAND (NOTA~AIU) ·---~-59) (6.74) , NG ·1·-~, :.::, r . t~ PARCEL 1 , FS PROPERTY ' I I LINE }] l-_1J I :I • 11.00'F.F.~ ., ;,1 ,i ti I .--~~~==:Jl!!!~~!k--~-;----F--=;-~,.'-+J _______ J,00,.J .(10.45) NG EXISTING BUILDING PARCEL2 (12,34} ~-,-l f1.a:1~).C·' FS EXl$TINGSTRUC11JIIE-211AYISIAND (NOTA~llT) {13.71)TC {13.36)FS (13.19} FS {~3.31) FS PROPERTY LINE CURB (13.96)TC {13.43)FS 12.!i7'FS ·_,•-~~F-PTA 12.46' PTB 11.98' PTC 9.00' PTD 9.00' ~ GRADEPLANE-10.61' 11 DIMENSION NOTE: ALLDIMENSIONSARETOFACEOFSHEATHING(EXT,WALLS)Ofl.FACEOFSTIUJCTURE\F.O.S,)m.u.N.O.RO~DEDTOTHE NEAAEST1/8'ANDINTE~ORPARTlTIONSARElllMENSIONEDFROMFACEOFSTRUCTlJRETOFACEOFSTRUCTURE(F.0.S.) U.N.0.-CONTACTARCHITECTINWRITINGFORANYCI..AAIFICATIONOFNOTEDDIMENSIONS,OONJTSCALEPLANS. GENERAL NOTE: SEESIEETA-3.DFORROOFPLANINFOl!.MATIONNOTSHOWNONHllSSflEETQ~LUDINGE.li\fEDETAILSANDPRo..ECTION DISTANCES~ C.N.5.NOTES: 1.ISSUANCEOFABUIL~NGPERMITBYTHECITYOFNEWPORTBEACHOOESNOTRELIEVEN'PLICANTSOFTHELEGAL ~~~~:J~~~~~RVsE:0Nt~~AC~~:Ro~g:~~~~T:r::~:~%J~\~\~E~:~~~Ng;;; PROPERTY CCWSTRUCTIONNJTOORIZEDBYTHISPERMIT 2. PRIOR TO PERFORMING /JJNWCJ<K IN THE CITY RIGHT-OF-WAY AN ENCROACHMENT PERMIT MUST BE OBTAINED FROM THE PWLICWDRKSDEPARTMENT. 4. ELECTRICALSERYICETOBEUNDERGROIJNDFORNEWCONSTRUCTION,REPI..ACEMENTBlJLWIGOl!.AOOlllONSTOAN EXISTINGBUILDINGEXCEEDING50%0FTHEGROSSFLOORARE.liOFTHEEXISTINGBUILDING.(NBNC12.32.D15) 5.FIELDINSPECTORTOREVIEWANDAPPRMUNDERGROUNDELEC.SERVICEREQIJIRENENTPRIORTOCONCRETEPL.ACEMENT ~~::i.~c:.~~' REF. PRELIMINARY LANDSCAPE PLANS. FOR ALL HARDSCAPE & Pl.ANTING AREAS WITH RESPECTIVE HEIGHTS A I SITE PLAN NOTES N 9000'DO"E Z0.00' ROOM NAME .10.00' ~ --ii & c:::::= ~OYERFLl1N DRAINLINE-RECESSEDMAINSEIVICEPANEL--400AMPMAX.(IAAINTAIN36"CLEARFROMFACE OF~ANEL TOANYOBSTRUCTION)-GCTOCOORDINATEW/UTLITYCOMPANY FIREPIT-ASSELECTEDTOBELISTEDANDAPPROYED,VERIFYWI. OWNER-PROVIDEPOWE.RANDGAS/\SREQIJIRED-INSTALLAND MAINTAINCLEARANCESPERMFGR.ANDSECTION30!0FCFC 8 ANNOTATION LEGEND S FRONTYARDSETBACK ~ REAR YARD SETBACK 5 SIDEYAROSETE!ACK I CENTERLINE OF STREET 1 FOOTl'RINTOFEXISTINGSTRUCTURE,TOBEREMOVED I (N.)HMDSCII.PE-STONEPAVERS("5SELECTEOJ 9 (E.)SIDEWAL.KIGOL.fCARTSTREET-PRDTECTINPL.ACE 1G TIIASHLOCATION-SCREENfROMSTREET"5NEEDED 11 WJN5ERVICEPANEL,40011MPMAX.(MAINTAIN3e"CLEARFROMFACECFPANELTO~YOBSTRUCTION) 12 (E.)TllEETOREMAIN-PROTECTINPLACE 13 (E.) SEWER M.H. TO BE RELOCATED AS NEEDED-(REF. SUR~EY &CML OWGS.) 1• (E.)GASMETERLOCAIDNTOBERELOCATED-(REF.SURVE\l&CMLDWGS.) 15 (E.)FOUNTAIN-TOBERELOCATEDORRETURNEDTOHOA C I KEYNOTES BRANDON ARCHITECTS 1fi1 KALMUSDRIVE,SUITEG-1 COSTA.MESA,CA92626 714.754.4040 WWW.BRANOONARCHITECTS.COM PROJECT STATUS CDP PLAN CHECK NO. **(Kl){J-2021'* PROJECT CONTACT BRIA.NJOWETT THESEOO::WCNl~/JlEIHEPROPEITTOFllRI-K:ffi ARCll!lCJSl"C,AIIJAREMDTTOIEllJP\.l!lo.11'D, A_TI:REDffiUJlllEDlljlN(WAYBYAIIYOJHERPARlY MllOJTTH!EXPRESl!CDl,UJIIRll.m:J,jorl!RAIDCII AAClfl[tTS,I-H(IIN.',IJlJOIIZEDru'\.ICAJIONffi ,.mAATIONOFl\ESEIDl!MENTSrvWl'PARlYIU w:I.ATKWrX'BRANOOIIMCHITECIS[);m'SSED COMMONLAWCOF"IRKJHTmJQJHE~PR(IIUlY ~i:~1~:l:~!o/J}liNOT OBT/JNINGWRITTlMl,UJIUtlll.TIO!JANDE.>:ffl'SSED ~RI.IIS$IOMl"l"~IJI.QITI:CTS,WHOSH!.LL JH[ljlEHELJH/JUIL!SSmJMSll.Vrnori.m Lnurt"~l'NlllM01-H(U$E(flJESEIXCUMENT$ !YSI.CHTHlllP/oJITT'WIUHCRDEPICTEDffilWl.lD w (..) z w C Cl) w cc: Cl) z ~ w PRDJECTADDIESS: 2'2BAYISLAND NEWl'GRTBEACH.CA92661 OWNER INFORMATION: BERNEEVANS 1095EA.STGREENSTREET,PASADENA, CA91100 DATE 04/19/2022 REVISIONS NO REVISION D>.TE ARCHITECTURAL SITE PLAN A-0.0 PA2022-089 (NOT A PART) --- ! --/ ' I/ \-----l_2_ 'I \ '\ I ,, / ---✓ (NOT A PART) (NOT A PART) EB E9 DEMO PLAN Hf:IGH'TOf' CONSTRUCTION CBCTABLE330G.1 PROTECTIONOf'PEDESTRl~S TYP£0fPROTECT10N REOUtREO i.-_,_ ----51Ntorrn,;n~~-t.....one-loullnl'lll ........ olo:inwi.dcn 811'rier.-.:ICOllll9CI SIMl..-,_.tu_...___.....,....11>11,,__ol.,,,_,...., .,..._.,...._._.""°""""""' A I DEMO PLAN NOTES NOTE: GRAVEL BAGS PL.ACED PER DETAIL BELOW ARE MIN. REQUIREMENT & ADDITIONAL BAGS SHOULD BE PLACEDATTHE OESCRETION OF THE GENERAL CONTRACTOR& DEMO CONSULTANT IN RESPONSIBLE CHARGE. I I~ I~ I~ I~ ~ 8 ELEVATION B I SAND BAG DETAIL OlJTLINEOFOOSTINGSTRUCTURE-TOBEREMO'JED (E.)ON-SITETREE-TOBEREMOVED (E.)GASMETERLOCATIONTOBERELOCATED-(REF.SURVEY&CMLDWGS.) (E.)SEWERM.H.TOBERELOCIITEDAS.NEEDED·(REF.SURVEY&CMLDWGS.) (E.)SITEIILOC:KWALL-TOBEREMOVEO (E.)SITESTAIRS-TOBEREMOl'ED (E.)TRASHENCLOSURE-TOBEREMOVED (E.)FOUNTAIN-TOBERELOCIITEDDRRET1JRNEDTOHO,,, 9 (E.)CURB-TOBEREMOVED 10 (E.)TREETOREMAIN-PROTECTINPLACE C I KEYNOTES I I SECTION BRANDON ARCHITECTS 1fi1 KALMUSDRIVE,SUITEG-1 COSTAMESA,CA92626 714.754.4040 WWW.BRANDONARCHITECTS.COM PROJECT STATUS CDP PLAN CHECK NO . .. (XX]0-2021 .. PROJECT CONTACT BRIANJOWETT TIUEoo::IJI.ICNT~AAETfl:PROPEITTCJ'SR,IM'.:ffi MCllllCISl'ie.,AIIJAREMDTTOIEll.lf'\.Cl,.TED, A.TI:REDffiUTlilEDitj-WAYBY.IJIYOJHERPAllfY WlllDJTTHE[XPRESl!cDl,IJ[IIR\ZAIKINOflllAIDCII AACll!EtTS,I-H(IIN.',IJlJOIIZEDru'\.CAJIONffi l,Jlfl\l,JiONCJ'l\FfiFIJD!l,l'NTllVll/iPAl!fYISA w:1.ATKWOFBAANOOIIMCHrrECTSE>;m'!SED COMWONLAWCOP'IRKJHT.OWOTHERPIUJPE~TY IOOlf!STH~O,AIDIS!ll!.l'CTTQflL CK LWllllllAIIDP'EiV,LTU.THf:sErtJ\NSIIMc"-SONOT TQSEI.SSEIIEDTO-Tlllll,l,Rll'WITMCl/1 OBTAININGWRITTlMl,IJflUtlU.TIONIINDE.>:l'RESSED P'EP.\IIS~l"!'llR',l(QAAQITECl!,WHOSH!.LL TH[lj!IEHELJHAIU/l!S.Sl,IIJMSll.VEDtl'Am lnurt''-i'l'N\llNGIW(U$E[J'lJE$EOOCUolENT$ !YSUCHTHllllPrnYWIETH:RDEl'ICIEDORllal'I.ED w (..) z w C Cl) w ct:: Cl) z ~ w PROJECTADDlESS: 22BAYISLAND NEWPGRTBEACH,rl\92661 OWNER INFORMATION: BERIEEVANS 1095E.l.'lTGREENSTREET,PASADENA, Ci\91100 DATE 04/19/2022 REVISIONS NO REVISION DEMO PLAN A-0.2 PA2022-089 MASTER BALCONY 103SF 1 j FIRSTLEVEL AREA PLAN / FIRST FLOOR 2006 SF rci r1 2 , SECOND LEVEL AREA PLAN 3, THIRD LEVEL AREA PLAN SECOND FLOOR 1936SF l□I ROOF DECK 263SF J / / / THIRD FLOOR 239SF / 141SF / BALCONY#2 40SF BALCONY#3 40SF " 1-2. r-2·,1·-ll"= "3 16'-0"x:U-Tm"'= M !'-2Jif'x2l-4V4"= M ~-~114",25'-3"= ~RST l~'o.J/~~~6A~~-= 7.17S.F. 521.835.F 1B3.Q6S.F 238.3S.F 245,:}\SJ SEGONOFLOO~AAEACALCULATIONS ~1 23' -8 1/8" x34 -lT/8' = 10l.72S.F. B2 1~'-0"x15'-5"'1!"= 2'17.5S.F. B3 10'-3718">12-51,'8"= 1265SF B4 5'-l"xl'-53111"= 37.116S.F as B6 8'-23/4"x8'-101/4"• r.l.116S.F. ~7 9'-HIB"x25'-3"= 231'..'i1S.F. M 14'-8V4"x26-4"= 31\6.77S.F. SECONDFLOORLIVINGAREA=-1935.71S.F Cl 11'-83/4"x~-7V4"= 11D.!12S.F C2 4'·101/B"x10-03/a"= 48,5135.F Cl !'-~1/S"d0'-67fo"= El3.1S.F. THIROFLOORLIVINGAREA-2~61SF C4 e'-51/S"x4'-11/4"• 3458S.F cs u--10-• 1r -~ 518" -262.83S.F TIIROFLOORflATROOFA'lEA• 29H2SJ BRANDON ARCHITECTS 1fi1 KALMUSDRIVE,SUITEG-1 COSTA.MESA,CA92626 714.754.4040 WWW.BRANOONARCHITECTS.COM PROJECT STATUS CDP PLAN CHECK NO. **(Kl){J-2021'* PROJECT CONTACT BRIA.NJOWETT THES[OO::WCNl~/JlEIHEPROPEmor~ ARCll!lCJSl'C,AIIJAREMOTTOIEllJf'll!l,,ll'D, A_TI:REDffiUJlllEDlljlN(WAYBYAIIYOJHERPARlY MllOJTTH!EXPRESl!COl,UJIIRll.m:J,jorl!RAIDCII AAClfl[tTS,/M'IIIWJTIOIIZEDru'\.ICAJIONffi l,mAATIONOFl\ESEIDl!MENTSlVWl'PARlYIU w:I.ATKWrX'BRANOOIIMCHITECIS[);m'iSEO COMMONLAWCOF"IRKJHTmJQJHEAPR(IIUTY ~i:~1~:l:~!o/J}liNOJ OBT/JNINGWRITTlMl,UJIUtlll.TIO!JANDE.>:ffl'OSEO ~Rl,IIS~l'l'~IJI.QITI:CTS,WHOSH!.Ll TH[ljlEHELJH/JUIL!SSmJMSll.VrnorAm lnurt'~l'NlllMO/M'U$E(flJE$EIXCUMENT$ !YSI.CHTHlllP/JITYWHETHCRDEl'ICIEDOOIWl.lD w (..) z w C Cl) w cc: Cl) z ~ w PROJECTADOIESS: 2'2BAYISLAND NEWl'GRTBEACH.CA92661 OWNER INFORMATION: BER~EVA.NS 1095EASTGREENSTREET,PASA.DENA., CA91100 DATE 04/19/2022 REVISIONS NO REVISION D,i,,TE AREA PLANS A-0.3 PA2022-089 GENERAL NOTES ALL WORK SHALL CONFORM TO CHAPTER 15 OF THE NEWPORT BEACH MUNICIPAL CODE (NBMC), THE PROJECT SOILS REPORT AND SPECIAL REQUIREMENTS OF THE PERMIT 2 DUST SHALL BE CONTROLLED BY WATERING AND/OF JUST PALLIATIVE. 3 SANITARY FACILITIES SHALL BE MAINTAINED ON THE SITE DURING CONSTRUCTION PERIOD. 4. WORK HOURS ARE LIMITED FROM 7:00 AM TO 6:30 PM MONDAY THROUGH FRIDAY; 8:00 A~ TO 6:00 PM SATURDAYS; AND NO WORK ON SUNDAYS AND HOLIDAYS PER SECTION 10-28 OF THE NBMC 5. NOISE, EXCAVATION, DELIVERY AND REMOVAL SHALL BE CONTROLLED PER SECTION 10-28 OF THE NBMC 6 THE STAMPED SET OF THE APPROVED PLANS SHALL BE ON THE JOB SITE AT ALL TIMES 7. PERMITTEE AND CONTRACTOR ARE RESPONSIBLE FOR LOCATING AND PROTECTING UTILITIES 8 APPROVED SHORING, DRAINAGE PROVISION AND PROTECTIVE MEASURES MUST BE USED TO PROTECT ADJOINING PROPERTIES DURING THE GRADING OPERATION. 9 CESSPOOLS AND SEPTIC TANKS SHALL BE ABANDONED IN COMPLIANCE WITH THE UNIFORM PLUMBING CODE AND APPROVED BY THE BUILDING OFFICIAL. 10 HAUL ROUTES FOR IMPORT OR EXPORT OF MATERIALS SHALL BE APPROVED BY THE CITY TRAFFIC ENGINEER AND PROCEDURES SHALL CONFORM WITH CHAPTER 15 OF THE NBMC. 11 POSITIVE DRAINAGE SHALL BE MAINTAINED AWAY FROM ALL BUILDINGS AND SLOPE AREAS. 12 FAILURE TO REQUEST INSPECTIONS AND/OR HAVE REMOVABLE EROSION CONTROL DEVICES ON-SITE AT THE APPROPRIATE TIMES SHALL RESULT IN A "STOP WORK" ORDER. 13 ALL PLASTIC DRAINAGE PIPES SHALL CONSIST OF PVC (SOR 35) WITH GLUED JOINTS. 14. NO PAINT, PLASTER, CEMENT, SOIL, MORTAR OR OTHER RESIDUE, SHALL BE ALLOWED TO ENTER STREETS CURBS, GUTTERS OR STORM DRAINS. ALL MATERIALS AND WASTES SHALL BE REMOVED FROM THE SITE GRADING NOTES GRADED SLOPES SHALL BE NO STEEPER THAN 2 HORIZONTAL TO 1 VERTICAL 2 FILL SLOPES SHALL BE COMPACTED TO NO LESS THAN 90 PERCENT RELATIVE COMPACTION OUT TO THE FINISHED SURFACE. 3 ALL FILLS SHALL BE COMPACTED THROUGHOUT TO THE MINIMUM OF 90 PERCENT RELATIVE COMPACTION AS DETERMINED BY ASTM TEST METHOD 1557, AND APPROVED BY THE SOILS ENGINEER. COMPACTION TEST SHALL BE PERFORMED APPROXIMATELY EVERY TWO FEET IN VERTICAL HEIGHT AND OF SUFFICIENT QUANTITY TO ATTEST TO THE OVERALL COMPACTION EFFORT APPLIED TO THE FILL AREAS. 4. AREAS TO RECEIVE FILL SHALL BE CLEARED OF ALL VEGETATION AND DEBRIS, SCARIFIED AND APPROVED BYTHE SOILS ENGINEER PRIOR TO PLACING OF THE FILL 5. FILLS SHALL BE KEYED OR BENCHED INTO COMPETENT MATERIAL. 6 ALL EXISTING FILLS S-lALL BE APPROVED BY THE SOILS ENGINEER OR REMOVED BEFORE ANY ADDITIONAL FILLS ARE ADDED 7. ANY EXISTING IRRIGATION LINES AND CISTERNS SHALL BE REMOVED OR CRUSHED IN PLACE AND BACKFILLED AND APPROVED BY THE SOILS ENGINEER. 8 THE EXACT LOCATION OF THE SUBDRAINS SHALL BE SURVEYED IN THE FIELD FOR LINE AND GRADE. 9 ALL TRENCH BACKFILLS SHALL BE COMPACTED THROUGHOUT THE MINIMUM OF 90 PERCENT RELATIVE CO~PACTION, AND APPROVED BY THE SOILS ENGINEER. THE BUILDING DEPARTMENT MAY REQUIRE CORING OF CONCRETE FLATWORK PLACED OYER UNTESTED BACKFILLS TO FACILITATE TESTING. 10 THE STOCKPILING OF EXCESS MATERIAL SHALL BE APPROVED BY THE BUILDING DEPARTMENT. 11 ALL CUT SLOPES SHALL BE INVESTIGATED BOTH DURING AND AFTER GRADING BY AN ENGINEERING GEOLOGIST TO DETERMINE IF ANY STABILITY PROBLEM EXISTS. SHOULD EXCAVATION DISCLOSE ANY GEOLOGICAL HAZARDS OR POTENTIAL GEOLOGICAL HAZARDS, THE ENGINEERING GEOLOGISTS SHALL RECOMMEND AND SUBMIT NECESSARY TREATMENT TO THE BUILDING DEPARTMENT FOR APPROVAL 12 WHERE SUPPORT OR BUTTRESSING OF CUT AND NATURAL SLOPE IS DETERMINED TO BE NECESSARY BY THE ENGINEERING GEOLOGIST AND SOILS ENGINEER, THE SOILS ENGINEER WILL OBTAIN APPROVAL OF DESIGN, LOCATIONS AND CALCULATIONS FROM THE BUILDING DEPARTMENT PRIOR TO CONSTRUCTION. 13 THE ENGINEERING GEOLOGIST AND SOILS ENGINEER SHALL INSPECT AND TEST THE CONSTRUCTION OF ALL BUTTRESS FILLS AND ATTEST TO THE STABILITY OF THE SLOPE AND ADJACENT STRUCTURES UPON COMPLETION. 14. THE ENGINEERING GEOLOGIST SHALL PERFORM PERIODIC INSPECTIONS DURING GRADING 15 NOTIFICATION OF NONCOMPLIANCE: IF IN THE COURS, OF FULFILLING THEIR RESPONSIBILITY, THE CIVIL ENGINEER, THE SOILS ENGINEER, TH:: ENGINEERING GEOLOGIST OR THE TESTING AGENCY FINDS THAT THE WORK IS NOT BEING DONE IN CONFORMANCE WITH THE APPROVED GRADING PLANS, THE DISCREPANCIES SHALL BE REPORTED IMMEDIATELY IN WRITING TO THE PERSON IN CHARGE OF THE GRADING WORK AND TO THE BUILDING INSPECTOR. RECOMMENDATIONS FOR CORRECTIVE MEASURES, IF NECESSARY, SHALL BE SUBMITTED TO THE BUILDING DEPARTMENT FOR APPROVAL CITY OF NEWPORT BEACH, CALIFORNIA COUNTY OF ORANGE PRECISE GRADING PLAN 22 BAY ISLAND NEWPORT BEACH, CA 92661 APN: 048-040-02 NOTES TO OWNER, CONTRACTOR, & ARCHITECT CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES, CONSTRUCTION CONTRACTOR WILL BE REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THE PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY: THAT IS REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS. 2 NO UTILITY SEARCH WAS CONDUCTED. A UTUTY SEARCH BY THE CONTRACTOR SHALL BE CONDUCTED AND IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES OR STRUCTURES FOUND ON THE SITE AND TO NOTIFY THE OWNERS OF THE UTILITIES IMMEDIATELY UPON THEIR DISCOVERY. 3 EARTHWORK AND OTHER CONSTRUCTION ITEM QUANTITIES SHOWN ON THESE PLANS ARE ESTIMATES FOR PERMITTING PURPOSES ONLY AND SHALL NOT USED FOR CONSTRUCTION COST ESTIMATES OR FOR BIDDING PURPOSES. THE CONTRACTOR SHALL IJFVFI OP OWN QUANTITIFS FOR BIDDING PURPOSFS 4. A SOILS INVESTIGATION MUST BE MADE BY A QUALIFIED SOILS ENGINEER AND/OR GEOLOGIST. SOIL AND EARTH ACCEPTABILITY ARE NOT UNDER PURVIEW OR THE RESPONSIBILITY OF THE DESIGN ENGINEER FOR THIS PLAN. CIVILSCAPES ENGINEERING DOES NOT TEST OR OBSERVE SOIL CONDITIONS PRIOR TO, DURING OR AFTER CONSTRUCTION AND HAS NO RESPONSIBILITY FOR SOILS (EARTH) STRUCTURES. 5. ALL RETAINING WALL DESIGNS ARE TO BE BUil T PER STRUCTURAL ENGINEER'S PLAN AND PER SEPARATE PLAN AND PERMIT 6 REFER TO SOILS REPORT FOR GRADING RECOMMENDATIONS. 7. CONTRACTOR SHALL VERIFY EXISTING ELEVATION, PRO-ECT ALL EXISTING UTILITIES, AND DOWNSTREAM DRAIN. 8 TOPOGRAPHIC SURVEY SHOWN HEREON FOR REFERENCE PURPOSES ONLY 9 TOPOGRAPHIC SURVEY PREPARED BY: APEX LAND SURVEYING, INC.. B512 OXLEY CIRCLE, HUNTINGTON BEACH, CA. PHONE: 714-488-5006. 10 VERIFY EXISTING TOPOGRAPHIC ELEVATIONS AND NOTIFY CIVILSCAPES ENGINEERING OF ANY CONFLICTS PRIOR TO CONSTRUCTION. 11 NO UTILITY SEARCH WAS CONDUCTED. CONTRACTOR SHALL PROTECT UTILITIES OR STRUCTURES FOUND ON THE SITE AND NOTIFY CIVILSCAPES ENGINEERING OF ANY CONFLICTS 12 EXTERIOR FOUNDATIONS WALLS SHALL COMPLY WITH THE DETAILS AS SHOWN BELOW 13. PAD ELEVATION IS ASSUMED TO BE BASED ON ARCHITECTURAL FLOOR PLAN WITH AT LEAST 5" THICK CONCRETE AND 4" THICK BASE WITH VAPOR BARRIER PER SOILS REPORT CONTRACTOR TO VERIFY WITH LATEST APPROVED SOILS REPORT AND STRUCTURAL ENGINEER FOR EXACT SLAB RECOMMENDATIONS. 14. A PUBLIC WORKS DEPARTMENT ENCROACHMENT PERMIT INSPECTION IS REQUIRED BEFORE THE BUILDING DEPARTMENT PERMIT FINAL CAN BE ISSUED. AT THE TIME OF PUBLIC WORKS DEPARTMENT INSPECTION, IF AN OF THE EXISTING PUBLIC IMPROVEMENTS SURROUNDING THE SITE IS DAMAGED, NEW CONCRETE SIDEWALK CURB AND GUTTER, AND ALLEY/STREET PAVEMENT WILL BE REQUIRED AND 100% PAID BY THE OWNER. SAID DETERMINATION AND THE EXTENT OF THE REPAIR WORK SHALL BE MADE AT THE DISCRETION OF THE PUBLIC WORKS INSPECTOR 15 AN APPROVED ENCROACHMENT PERMIT IS REQUIRED FOR ALL WORK ACTIVITIES WITHIN THE PUBLIC RIGHT OF WAY. AN ENCROACHMENT AGREEMENT IS REQUIRED FOR ALL NON-STANDARD IMPROVEMENTS WITHIN THE PUBLIC RIGHT-OF-WAY. 16. ALL WORK RELATED TO WATER IN THE PUBLIC RIGHT-OF-WAY SHALL BE PERFORMED BY A C-34 LICENSED PIPELINE CONTRACTOR OR AN A LICENSED GENERAL ENGINEERING CONTRACTOR. 17 ALL WORK RELATED TO WASTEWATER IN THE PUBLIC RIGHT-OF-WAY SHALL BE PERFORMED BY A C-42 LICENSED SANITATION SEWER CONTRACTOR OR AN A LICENSED GENERAL ENGINEERING CONTRACTOR. 18. EXISTING STREET TREE(S) SHALL BE PROTECTED IN PLACE. 19. REMOVE EXISTING NON-GRASS PARKWAY ELEMENTS BETWEEN SIDEWALK AND CURB REPLACE WITH SOD TO MATCH EXISTING AS REQUIRED. 20 REFER TO SOILS REPORT FOR GRADING RECOMMENDATIONS AND OVER-EXCAVATION REMOVALS AND COMPACTION REQUIREMENTS. 2' PIPE MATERIAL MAY BE SUBSTITUTED IF APPROVED BY ENGINEER 22. INCLUDE ALL REQUIRED JOINTS AND FITTINGS. PER MANUFACTURER'S INSTALLATION INSTRUCTIONS 23. UTILITIES SHALL BE CONSTRUCTED AND INSTALLED PER CALIFORNIA PLUMBING CODE AND CITY PLUMBING CODE. SERVICE LINES AND METER SIZES SHALL BE CONFIRMED BY PLUMBING ENGINEER OR CONTRACTOR PRIOR TO CONSTRUCTION 24 CONSTRUCT TRENCH, BEDDING, AND BACKFILL PER MANUFACTURER'S INSTALLATION INSTRUCTIONS, ASTM D 232', AND SOILS REPORT 25. ALL FIXTURES, EQUIPMENT, PIPING AND MATERIALS SHALL BE LISTED. 26. CONTRACTOR SHALL VERIFY ELEVATION PRIOR TO CONSTRUCTION AND NOTIFY ENGINEER OF ANY DISCREPANCIES 27 ALL PRIVATE IRRIGATION SPRINKLER HEADS SHALL BE INSTALLED AND POSITIONED IN A MANNER THAT WILL NOT CAUSE IRRIGATION OVERSPRAY ONTO THE PUBLIC RIGHT-OF-WAY. EROSION CONTROL NOTES ALL LOOSE SOIL AND DEBRIS SHALL BE REMOVED FROM PAVED SURFACES. AREAS UPON STARTING OPERATIONS, AND PERIODICALLY THEREAFTER 2. SEDIMENT CONTROL MEASURES (I.E. GRAVEL BAGS OR EQUIVALENT) SHALL BE IMPLEMENTED AT THE PERIMETER OF ALL DISTURBED SOIL AREAS TO CONTROL RUN-ON AND RUN-OFF. 3. GRAVEL BAGS AND NECESSARY MATERIALS SHALL BE AVAILABLE ON SITE AND STOCKPILED AT CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF TEMPORARY DEVICES OR TO REPAIR ANY DAMAGED EROSION CONTROL MEASURES, WHEN RAIN IS IMMINENT. A STAND-BY CREW SHALL BE MADE AVAILABLE AT ALL TIMES DURING THE RAINY SEASON 4. MATERIALS AND WASTE WITH THE POTENTIAL TO POLLUTE URBAN RUN-OFF SHALL BE USED IN ACCORDANCE WITH LABEL DIRECTIONS AND SHALL BE STORED IN A MANNER THAT EITHER PREVENTS CONTACT WITH RAINFALL OR CONTAINS CONTAMINATED RUN-OFF FOR TREATMENT AND DISPOSAL CC&R'S ISSUANCE OF A BUILDING PERMIT BY THE CITY OF NEWPORT BEACH DOES NOT RELIEVE APPLICANTS OF THE LEGAL REQUIREMENTS TO OBSERVE COVENANTS, CONDITIOI\S AND RESTRICTIONS WHICH MAY BE RECORDED AGAINST THE PROPERTY OR TO OBTAIN PLANS. YOU SHOULD CONTACT YOUR COMMUNITY ASSOCIATIONS PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION AUTHORIZED BY THIS PERMIT PUBLIC WORKS NOTES PRIOR TO PERFORMING AND WORK IN THE CITY RIGHT-OF-WAY AN ENCROACHME\JT PERMIT MUST BE OBTAINED FROM THE PUBLIC WORKS DEPARTMENT 2. A PUBLIC WORKS DEPARTMENT ENCROACHMENT PERMIT INSPECTION IS REQUIRED BEFORE THE BUILDING DEPARTMENT PERMIT FINAL CAN BE ISSUED. AT THE TIME OF PUBLIC WORKS DEPARTMENT INSPECTION, IF ANY OF THE EXISTING PUBLIC IMPROVEMENTS SURROUNDING THE SITE IS DAMAGED, NEW CONCRETE SIDEWALK, CURB AND GUTTER, AND ALLEY/STREET PAVEMENT WILL BE REQUIRED ADDITIONALLY, IF EXISTING UTIL TIES INFRASTRUCTURE ARE DEEMED SUBSTANDARD, A NEW 1-INCH WATER SERVICE, WATER METER BOX, SEWER LATERAL AND/OR CLEANOUT WITH BOX AND LID WILL BE REQUIRED. 100% OF THE COST SHALL BE BORNE BY THE PROPERTY OWNER (MUNICIPAL CODES 14.24.020 AND 14.08.030) SAID DETERMINATION AND THE EXTENT OF THE REPAIR WORK SHALL BE MADE AT THE DISCRETION OF THE PUBLIC WORKS INSPECTOR. CONTRACTOR IS RESPONSIBLE TO MAINTAIN THE PUBLIC RIGHT OF WAY AT ALL TIMES DURING THE CONSTRUCTION PROJECT. A STOP WORK NOTICE MAY BE ISSUED FOR ANY DAMAGE OR UNMAINTAINED PORTION OF THE PUBLIC RIGHT OF WAY. 3. AN ENCROACHMENT AGREEMENT IS REQUIRED FOR ALL NON-STANDARD IMPROVEMENTS WITHIN THE PUBLIC RIGHT OF WAY. ALL NON-STANDARD IMPROVEMENTS SHALL COMPLY WITH CITY COUNCIL POLICY L-6 AND L-18. 4. CONTRACTOR REMOVE ALL EXISTING DECORATIVE MATERIAL WITHIN THE PUBLIC RIGHT-OF-WAY. 5. ALL LANDSCAPING WITHIN THE PUBLIC RIGHT-OF-WAY SHALL HAVE A MAXIMUM GROWTH CHARACTERISTIC OF 36-INCHES 6. ALL PRIVATE IRRIGATION SPRINKLER HEADS SHALL BE INSTALLED AND POSITIONED IN A MONNER THAT WILL NOT CAUSE IRRIGATION OVERSPRAY ONTO THE PUBLIC RIGHT-OF-WAY CIVIL ENGINEER CIVILSCAPES ENGINEERING, INC CONTACT: WILL ROLPH 28052 CAMINO CAPISTRANO, STE 213 LAGUNA NIGUEL, CA 92677 949.464.8115 EMAIL:will@civilscapes.com SURVEYOR APEX LAND SURVEYING, INC HUNTINGTON BEACH, CA 92646 714.488.5006 NOTE: SURVEYOR OR ENGINEER SHALL PERMANENTLY MONUMENT PROPERTY CORNERS OR OFFSETS BEFORE GRADING ARCHITECT BRANDON ARCHITECTS 151 KALMUS DRIVE, SUITE G-1 COSTA MESA, CA 92626 714.754.4040 SHEET INDEX C1 TITLE SHEET C2 GRADING PLAN C3 EROSION CONTROL PLAN PROJECT SITE 22 BAY ISLAND BA;-4VfE B,,lbo.iBr.wic~ ft~ • .., ... ,, VICINITY MAP NO SCALE SITE DATA: SITE ADDRESS: 22 BAY ISLAND, NEWPORT BEACH APN: 048-040-02 GENERAL PLAN LAND USE: RM-□ MULTIPLE RESIDENTIAL DETACHED ZONING DISTRICT: RM MULTIPLE RESIDENTIAL COASTAL ZONE: YES EARTHWORK QUANTITIES RAW CUT RAW FILL I\ET 130 CUBIC YARDS 200 CUBIC YARDS 70 CUBIC YARDS (IMPORT) CONTRACTOR'S NOTE: CONTRACTOR SHALL, USE CITY STANDARD FORM '30-DAY NOTICE OF INTEW TO EXCAVATE' TO, NOTIFY ADJACENT PROPERTY OWNERS BY CERTIFIED MAIL 30 DAYS PRIOR TO STARTING EXCAVATION OR SHORING. CITY STANDARD FORM CAN BE OBTAINED AT: http://www.newrx:irtbeachca.gov/home/showdocument?id=17395. PROOF OF CERTIFIED DELIVERY IS REQUIRED AT THE TIME OF PERMIT ISSUANCE Cl) w Cl.. <( u Cl) ..I -> -CJ REVISIONS NO. REVISION DATE JOB NO. 22003 I g ~ <'1 I ~ 41112022 z 1-S-H-EE_T_N_O_. -------1 ~ DATE l!i i gj i C1 ~-----------~~-------------------------------------------------------------------------------------------------------------------------------~-S_HE_E_T_N_o_. _, _o_F_3 __ ~~ PA2022-089 -=- ■ \ ---------. 7-' I I I • ~ ~ EXISTING WALKWAY {' TO REMAIN r/ --~ >" _ PROPERTY LINE 6"ST (ZEA PRO POSED RESID FF=10.00 N:. 1t_g_ 85' 6-1/8" STEP& L----1!1(4t-E-AC-H}_·ll-±rl~=e=5.a:=:LJl=>'===::=.====c!:::1====::J 41 F' ■ ■ ~ • -- FS L- , l j' -- N28"16'42"E 89.03'. 1 O 82 111 EXISTING WALKWAY ', FS)OIN FS JO.IN TO REMAIN .-=--------------=---, --B PROPERTY LINE '. I -'-"-20% "'· C3 •✓• -· r ~-~ j( --------;W II PARCEL 1 PARCEL2 GRADING PLAN SCALE:1" = 8' PROPOSED RESID FF=10.00 r--------• .. PARCEL 1 PARCEL2 STORM DRAIN PLAN SCALE:1" = 8' ]_ LEGEND TOP TOP OF SLOPE TRW TOP OF RETAINING WALL FF FINISHED FLOOR ELEVATION TG TOP OF GRATE TC TOP OF COPING OR TOP OF CURB TW TOP OF WALL TR TOP OF RAILING TS TOP OF STEMWALL FS FINISHED SURFACE FL FLOW LINE FG FINISHED GRADE GB GRADE BREAK HP HIGH POINT INV INVERT GFF GARAGE FINISHED FLOOR EG EXISTING GRADE ( EXISTING SPOT ELEVATION C=:J CONRETE HARDSCAPE 1/,~ ><J PERMEABLE GRASSPAVE2 SURFACE ----PROPERTY LINE AND LIMIT-OF-WORK PROPOSED WALL BUILDING STEMWALL (1026) EXISTING ELEVATION; CONTRACTOR SHALL FIELD VERIFY ELEVATIONS PRIOR TO CONSTRUCTION OR AND REPORT ANY DISCREPANCIES TO 102.6 CIVILSCAPES ENGINEERING WQMP NOTE ANY CHANGES TO THE -IARDSCAPE/LANDSCAPE MUST BE INDICATED ON A REVISED PRECISE GRADING PLAN, APPROVED BY THE CITY, AND MAY TRIGGCR A WATCR QUALITY MANAG[M[NT PLAN (WQMP) CONSISHNT WITH THE MODEL WQMP, EXHIBIT 7.11. 16 SCALE IN FEEi 1 INCH a8 FEEi WALL 3-INCH PVC DOWNSPOUT CLAMPS AROUND RISER PIPE (TYP) 4-INCH FINISHED SURFACE CONSTRUCTION NOTES Q) HARDSCAPE PER ARCHITECT'S PLAN. @ DRIVEWAY PER ARCHITECT'S PLAN. @ PLANTER AREA PER ARCHITECT'S PLAN. @ WALL OR FENCE PER ARCHITECT'S PLAN. © CONSTRUCT CONCRETE STEMWALL PER STRUCTURAL PLAN AND DETAIL HEREON. @ CONSTRUCT FLOWLINE PER DETAIL HEREON. (v 6-INCH WIDE NDS TRENCH DRAIN W/TRAFFIC RATED GRATE . @ FURNISH & INSTALL 6' NDS SPEE-D BASIN W/6' GREEN ATRIUM GRATE PER DETAIL ON SHEET Cl. ® FURNISH & INSTALL 6" NDS SPEE-D BASIN W/6" BRASS SQUARE GRATE PER DETAIL ON SHEET C3 @) jg~NN~t~~6NF~;~~LG~-l~E~HC~~~tg~~~R~~~RT~EDNRt~~ :~;D~~~~~~~DB~~~:i~t ::; ;:iM l~~t~1D!~~~~l~~D REPORT. @ ~~~~~~~~~~NN~~R~~~I~~ ~~S~~6~0RM DRAIN SYSTEM PER DETAIL HEREON. OTHERWISE OUTLET TO @ ~E~~~T~~~:i1~~ l~i~!~~~NS~~~fQ2~t~~:~T~~~ :EE~~~;;~~J~%~M ~~~~~ ~g~~~~~ ~I{N~FM~~::~~6 SERVICE SIZE SHALL BE co,FIRMED BY MEP CONSULTANT. @ ~l:~~~~R~~{s~~GA ~l~~NAiiT ~~NDD~~g~lg: ~:~T~~~:i~c:A~~~~A0~~ ~;~~;l~c;~~~D 0:o~Tp~~~~~~~r NEWPORT BEACH STANDARD DRAWING STD-406-L. @ CONSTRUCT 15 LINEAR FEET OF PERFORATED PIPE AND GRAVEL TRENCH PER DETAIL HEREON. @) jg~NN~~~~6NF~;~~LG~-l~E~Hc~~~F~~~~i~JiTC/R~~~~~1~E6°D~t6,p:~6Es~~~~tLL~:RE1g~·D1~i2\ui~;;g~L1:ED REPORT ALL WORK RELATED TO WASTEWATER IN THE PUBLIC RIGHT-OF-WAY SHALL BE PERFORMED BY A C-42 LICENSED SANITATION SEWER CONTRACTOR OR AN A LICENSED GENERAL ENGINEERING CONTRACTOR **** ALL WORK RELATED TO WATER IN THE PUBLIC RIGHT-OF-WAY SHALL BE PERFORMED BY A C-34 LICENSED PIPELINE CONTRACTOR OR AN A LICENSED GENERAL ENGINEERING CONTRACTOR. TRENCH AND EXCAVATION NOTE CAL-OSHA PERMIT IS REQUIRED FOR EXCAVATIONS DEEPER THAN 5' AND FOR SHORING AND/OR UNDCRPINNING 2. CONTINUOUS SPECIAL INSPECTION, PER SECTION 1705.6, SHALL BE PERFORMED BY THE G[OT[CHNICAL [NGIN[[R DURING SHOR NG AND [XCAVATION OPCRATIONS AND DURING REMOVAL OF SHORING. 30-DAY NOTICE TO EXCAVATE "CONTRACTOR SHALL, USE THE CITY STANDARD FORM '30-DAY NOTICE OF INTENT TO EXCAVATE' TO, NOTIFY ADJACENT PROPERTY OWNERS BY CERTIFIED MAIL 30 DAYS PRIOR TO STARTING EXCAVATION OR SHORING. CITY STANDARD rDRM CAN BE OBTAINED AT HTTP://WWW.NEWPORTBEACHCA.GOV/HOME/SHOWDOCUMENT?ID=17395. PROOF OF CERTIFIED DELIVERY IS REQUIRED AT THE TIME OF PERMIT ISSUANCE.' FINISHED GRADE / / HARDSCAPE/LANDSCAPE PER PLAN I Fl PER PLAN • VERTICAL DISTANCE PER 2019 CRC SECTION R317.1 MAY BE REDUCED PROVIDED THAT WOOD FRAMING MEMBERS, INCLUDING WOOD SHEATHING, THAT REST ON EXTERIOR FOUNDATION WALLS ARE MADE OF NATURAL DURABLE OR PRESERVATIVE-TREATED WOOD IN ACCORDANCE WITH CODE. CONTRACTOR SHALL NOTIFY CIVILSCAPES ENGINEERING IF THERE ARE ANY CONFLICTS ** CONSTRJCT STEM WALL AS NECESSARY TO PROVIDE MINIMUM SEPARATION DISTANCE BETWEEN WOOD SHEATHING AND SURFACE PER 2016 CRC SECTION R317.1. FOUNDATIONS WITH STEM WALLS SHALL HAVE ONE NO. 4 BAR WITHIN 12 INCHES FROM TOP OF WALL AND ONE NO 4 BAR LOCATED 3 TO 4 INCHES FROM BOTTOM OF FOOTING (MINIMUM) PER 2016 CRC SECTION R403.1.3.1. REFER TO SIR.UCIUl-l.AL DRAWINGS ~OR. Dl::IAILS -MINIMUM GRADE AWAY FROM FOUNDATION SHALL BE PER 2016 CRC SECTION R4()1.l. CONTRACTOR SHALL NOTIFY CIVILSCAPES ENGINEERING IF THERE ARE ANY CONFLICTS. ®FINISHED FLOOR/A~;~SENT GRADE DETAIL Cl) w Cl.. <( u Cl) ..I -> -CJ REVISIONS NO. REVISION DATE JOB NO. 22003 DATE 41112022 SHEET NO. C2 SHEET NO. 2 OF 3 I g ~ <'1 I " ;:: C, iii z ~ l!i i gj i !e " PA2022-089 -=- ■ ■ EXISTING / GROUND PROPOSED RESIDENCE/ FF=10.00 PARCEL 1 P/L EXISTING BUILDING (ADJACENT\ NEIGHBOR} \ P/L j( II PARCEL2 I ----,~-L EXISTING WAL'rWAY_// SECTION A-A SECTION C-C SUBDRAIN SECTION B-B P/L EXISTING WAL'0NAY TO REMAIN l 1i::.' ~-1?" 16 SCALE IN FEET I INCH ~B FEET LAf\DSCAPING OR PAYERS MINIMUM 4' DIA PERFORATED PVC DRAIN PIPE W/ PERFORATIONS AT BOTTOM WRAP SIDES AND BOTTOM OF TRENCH WITH FILTER FABRIC; PROVIDE 4" MINIMUM OVERLAP AT TOP OF IRl:NCH @/ERFORATED DR~~~A:CIPE AND TRENCH EROSION CONTROL CONSTRUCTION NOTES @ INSTALL GRAVEL BAG BARRIER PER CASQA SE-8 AND SE-6 @ INLET PROTECTION PER DETAIL HEREON NOTES: 1 CONTRACTOR SHALL PROVID:: ONSITE CONCRETE WASHOUT FACILITY AND COMPLY WITH CASQA BMP WM-B. 2 ALL REMOVABLE EROS ON PROTECTIVE DEVICES SHALL BE IN PLACE AT THE END OF EACH WORKING DAY WHEN THE S-DAY RAIN PROBABILITY FORECAST EXCEEDS 40%. 3. SEDIMEI\ TS FROM AREAS DISTURBED BY CONSTRUCTION SHALL BE RETAINED ON SITE USING AN EFFECTIVE COMBINATION OF EROSION AND SEDIMENT CONTROLS TO THE MAXIMUM EXTENT PRACTICABLE, AND STOCKPILES OF SOIL SHALL BE PROPERLY CONTAINED TO MINIMIZE SEDIMENT TRANSPORT FROM THE SITE TO STREETS, DRAINAGE FACILITIES OF ADJACENT PROPERTIES VIA RUNOFF, VEHICLE TRACKING, OR WIND 3 APPROPRIATE BMPS FOR CONSTRUCTION-RELATED MATERIALS, WASTES, SPILLS OR RESIDUES SHALL BE IMPLEMENTED AND RETAINED ON SITE TO MINIMIZE TRANSPORT FROM THE SITE TO STREETS, DRAINAGE FACILITIES, OR ADJOINING PROPERTY BY WIND OR RUNOFF. B l2BAGS~( ~ t=i=i=Ll '✓f-' -1:1 ~1-_✓-~-~ ® AREA DRAIN INLET PROJECTION NO SCALE T V PER PLAN f NDS ATRIUM OR FLAT GRATE ~ RECOMMENDATIONS ---7 ' ~j L NOS #66 -6' DRAIN RISER PIPE (LENGTH I ---AS REQUIREJ) OR APPROVED EQUAL ) ---1:A~ PIPE PER PLAN coP~:~~~fE~~~~~~~ ~ µ I NDS #101 OR #?01 SPEED BASIN OR APPROVl:.D ~ EQUAL 4" MIN NATIVE OR RE-COMPACTED SUBGRADE l---4• MIN-- ~~;;~;~~RSE~~~;~~~~:~~;;LVED RECOMMENDATIONS IN THE SOILS REPORT TO VERIFY) Cl) w Cl.. <( u Cl) ..I -> -CJ REVISIONS NO. REVISION DATE JOB NO. 22003 I g ~ <'1 I ~ 41112022 z 1-S-H-EE_T_N_Q __ -------1 ~ DATE l!i i gj i C3 ~-----------~~-------------------------------------------------------------------------------------------------------------------------------~-S_HE_E_T_N_o_. _,_o_F_a __ ~~ PA2022-089 NEWPORT BAY ---------------------1-------------------BAYISLAND --t-------------____ ----.__ __ __ ----------------------------I -------I -------I ---1 ------------_i filO,WCWCOW"-'"ffSW~C ------7 DINING BAR FOYER BATH 1 BEDROOM 1 • 11.00'F.F.~ ~ DECK ELEY. GREAT ROOM KITCHEN CART GARAGE C --- --1----------------------------------EXSTl'IGCONCRETEPATH - - - -EXISTINGITRUCTURE•11AYIIIAND (NOTA~AIU) - - -~~' ~,., ·~~ ,· ~ ~~ EB EIIISTINGITltUCTURE-21AYISLAND (NOTA~ART) ARCHITECTURAL SITE PLAN LANDICAPENOTEI: 1. ENCROACHMENT PERMIT REO'D. FOR.MN WORK PROl'OSED IN THE PUBLIC R.O.W. ~~:::r=~~,REF.PRELIMl~YLANDSCAPEf>LAHS,FORALLHARDSCAPE&PLANTINGAREASWITHRESPECTIVEHEIGHTS ~~~~g~~LE~:Z:!~ REINFORCED CEMENT PERASTM C150. 1 PART i'ORTLAND CEMENT, 2 TO l PARTS LOOSE SNW, 2 PARTS 6.TELEPHONEL,l,NDSC,,PEARCflTECTIFSITECONDITIONSARENOTASSHOWN PROJECTHARDSCAPEIIIATERIALS: A GENERAL NOTES LAVANDULA SPP. LAVENDER (LOW WATER USE) ELAEOCARPUS DECIPENS -LITTI_E EMPEROR JAPANESE BLUEBERRY (LOW WATER USE) B ANNOTATION LEGEND BRANDON ARCHITECTS 1fi1 KALMUSDRIVE,SUITEG-1 COSTA.MESA,CA92626 714.754.4040 WWW.BRANOONARCHITECTS.COM PROJECT STATUS CDP PLAN CHECK NO. **(Kl){J-2021'* PROJECT CONTACT BRIAN.JOWETT THESEOO::WCNl~/JlEJfl:PROPEITTOF~ ARCll!lCJSl'ie..AIIJAREMDTTOIEllJPl..l!l,.ll'D, A_TI:REDffiUJlllEDlljANYWAYBYAIIYOJHERPARTY MllOJTTH!EXPRESl!CDl,UJIIRll.m:J<jorl!RAIDCII AAClfl[tTS,/M"IIN.',IJlJOIIZEDru'\.ICAJIONffi 1.mAATIONOFl\ESEIDl!MENTSlVWl'PARTYIU w:I.ATKWrX'BRANOOIIMCHITECIS[);m'SSED COMMONLAWCOF"IRl'JHTmJQJHE~PR(IIUTY ~i:~1~:l:~!o/J}liNOT OBT/JNINGWRITTlMl,UJIUtlll.TIO!JANDE>:ffl'SSED ~Rl,IIS$IOMl"l'~IJl.(l1TI:CJS.WHOSH!.LL JH[ljlEfl:LJH/JUIL!SSmJMSll.VEDorl.m Lnurt'~l'NlllMO/M"USE(flJESEIXCUMENT$ !YSI.CHTHlllP/oJITT'WIUHCRDEPICTEDffilWl.lD w (..) z w C Cl) w cc: Cl) z ~ w PROJECTADDIESS: 2'2BAYISLAND NEWl'GRTBEACH.CA92661 OWNER INFORMATION: BER~EVANS 1095EASTGREENSTREET,PASADENA. CA91100 DATE 04/19/2022 REVISIONS NO REVISION D,i,,TE LANDSCAPE PLANTING PLAN L-1 PA2022-089 AXONOMETRIC - N · 2 , AXONOMETRIC - E 3 AXONOM ETRIC - S ( 4) AXONOMETRIC - W BRANDON ARCHITECTS 1fi1 KALMUSDRIVE,SUITEG-1 COSTAMESA,CA92626 714.754.4040 WWW.BRANDONARCHITECTS.COM PROJECT STATUS CDP PLAN CHECK NO . .. (XX]0-2021 .. PROJECT CONTACT BRIANJOWETT TIUEoo::IJI.ICNT~AAETfl:PROPEITTCJ'SR,IM'.:ffi MCllllCISl'ie.,AIIJAREMDTTOIEll.lf'\.Cl,.TED, A.TI:REDffiUTlilEDitj-WAYBY.IJIYOJHERPAllfY WlllDJTTHE[XPRESl!cDl,IJ[IIR\ZAIKINOflllAIDCII AACll!EtJS,I-H(IIN.',IJlJOIIZEDru'\.CAJIONffi l,Jlfl\l,JiONCJ'l\Ffifllll!r.l'NTllVll/iPAl!fYISA w:1.ATKWOFBAANOOIIMCHrrECTSE>;m'!SED COMWONLAWCOP'IRKJHT.OWOTHERPIUJPE~TY IOOlf!STH~O,AIDIS!ll!.l'CTTQflL CK LWllllllAIIDP'EiV,LTU.THf:sErtJ\NSIIMc"-SONOT TQSEI.SSEIIEDTO-Tlllll,l,Rll'WITMCl/1 OBTAININGWRITTlMl,IJflUtlU.TIONIINDE.>:l'RESSED P'EP.\IIS~l"!'llR',l(QAAQITECl!,WHOSH!.LL JH[lj!IEHELJHAIU/l!S.Sl,IIJMSll.VEDtl'Am lnurt''-i'l'N\llNGIW(U$E[J'lJE$EOOCUolENT$ !YSUCHTHllllPrnYWIETH:RDEl'ICIEDORllal'I.ED w (..) z w C Cl) w ct:: Cl) z ~ w PROJECTADDlESS: 22BAYISLAND NEWPGRTBEACH,rl\92661 OWNER INFORMATION: BERIEEVANS 1095E.l.'lTGREENSTREET,PASADENA, CA91100 DATE 04/19/2022 REVISIONS NO REVISION 3D VIEWS A-1.0 PA2022-089 11 c 1 ' FIRST LEVEL FLOOR PLAN ---.-i r----------------I I I I 0 GREAT ROOM :II D -----• 10.00F.F.(/'c-DI [] ----------------------------®-7 ----Tal o I BAR FOYER 2R@0'-6" _24J '"7 --Tzl KITCHEN 101 l_z5_ "7 PANTRY ---------•I l ------BEDROOM 1 • 11.00'F.F.~ ----------l_z5_ IT: • 123 ---------' 16 7 I I l I ,-1J t I I ~ I I .:Eld il::l [] © @ ,,1 Ci) 1, n I ,--J : i c§ I L _____ " ----------------------------------7 _______ ., _______________ _J I_,_ ROOM NAME /~ ~ ~ _?J 0 0 0 & = = == o□ I [I []I c::1J ['] []Ls_E ____,,.JL=J L•«_j '] L_ L = I [J FlltERAHDCEILINloASn -REF.DTLS.8/AD-1.0 1-HIRATEDINTCONDITION-REF.DTLS.e/AD-1.0 1•HIRATEDEKTC0N[JITION-REF.DTLS.12/All-1.0 ~~rF:t!i~rii~ii~~AA:·T~:~-STRUCTURAI.WOOD POST/COLUMN COLUMN -PER STRUCT., REF. STRUTC. DWGS, -PAINT,STAINANDSEAI.ASREOUIRED-ARCH.TO/li'F'V.PAINTCOLORFOREXPOSED =a::f~T/COLUMN,IFTOBESTAINE□PRQ\IIDESTAINE□SAMPLEF0RAAOJ, DDORS-ASSPECFIED,SEEWINDOWSCIEDIJLEANDGENERALNDTESONSHEETA-7.D-SHGC&U-FCTORPUT-24ENERGYREPORT-SEESHEETAD-2.0FORJA~B,IEADAND ~~:=~~A~T=: ~~:~~::~~~=C:~:u~~:O:E~SEE~~:;R R60U.1&R703.40FCRC ::~;~ :~~~E~F~~~t~NE~2!Cf~~;~~~~E~ ~~~~ ON ~~~E~;::~:·A~N~~,/~Pic~Nr:~fl~~~~~S~l:3/ND INSTRUCTl0NANMJRFLASHINGMFGR.INSTllUCTl0NPERSECTIONSRIIOll.1 ~~: ~~~:o~~ :i:i~_s3Eo~E~ ;~~~~~~~-~()~~ER-COMEIUSTlllLE W..TERIAL NJV. COOKING T0P (CMC 920.3.2)-EXHAUST flOODT0 HAIIE ~x~~s;1~r:Mo~~~Ni~~R~F:1~VE~1~~::::.:i~r.1~s TOBE{F KITCHENIIM.SINK-ASSELECTEDPERI.D.,VERIFYWl.1.0.&[1.NNER-SINKTOCOMPLY WI. RE()JIREMENT OF SECTION 420.0 OF CPCAND HAVE A MM FLOW RATE OF 1.B 6PM ~:~:I E~:~~~~~8~ ~~~~~oo~~OF"';JENT FOR ISi.AND SINK AND YANITYSINK-ASSELECTE0PERI.0 .• IIERIFYW/.I.D.&CMINER-LAVATC>RYTOHAIIE24'MIN.CLEARSPACEINFR0NTOFIT.(CPC40H) WI MMIMUM R.OW RATE OF 1.2 GPM 060 PSI AND MIN. FLOW RATE OF 0.6GPMO20PSIPERSECTlON4.303.10FCALGREEN WASHEl(W)IDIYER{D)/STACIIED(W/D)-ASSELECTEDPERI.D.,'AcRIFYWl.l0.& ~T~; :~:i:~~~~Bt;T!~~~~p~:T!~,~1::r~:.:t:z1:~ !fie BACKDRAFTDAMPER(CMC504.4)ANDSIW.LNOTEXCEED14-FEETINO',IEAAI.LLENGTH WITHMAX.0FTW0{2}90-DEGREEELBOW',SUBTRACT2-FEETFC>REACHADDITI0NALgo-DEGIIEEELBOW.SEEWASHER&DRYERNOTES.REF.T-1.1. =~=~RA~~l:~-::E0R!~;~p~i~E~E~~~~E~' ',UIFYWI. 1.D. & IUILT-INAPPLMNCEIDISHWAllHER{IIW)/TRASHC0IIIPACTOR(Tl)-ASSELECTE0F'ER 1.0.,\IERIFYW/.L0.&OWNER-PROVIDEPOl"IER,WATERSUPPLY&DRAINAGEPIPEAS TDILET-WATERCL0SETSHALLBEINCOMPLIANCEOFSECTION411.00FCPCAND~S i~ i~r:~1~L~::~iis~1!~1;;E;E~~!HTbc~~1:it:~~E~LOSETS ~~~R~~N. (Cl'C 402.5 &CRC R301')-REF. CALGREEN NOTES ONT SHTS. FOR MAX CASEWORK,TALLCAIINET-ASSELECTEDPERI.D.,VERIFYW/.1.D.&OWNER ELEYAT0R-PRIVATERESIDENCEELEVATORINCOMPLIANCEW/.ASMEA17.1~B-44 ASSELECTEDPERPI.ANS.\/ERIFYW/.0WNER-PROVIDEPOWERASREQ'D.(CRC321.1) ~AF~:l~:;;,~NS.0.,POWER,AN0\IENTINGASREQ'D.BYMFG'R.-INSTALLPER ROOFIDECK0IIAIII-PERCHAPTER110FCPC-SIZETHE0RAINANDPIPINGPERTABLE ~!~~E~~ ~~~.!;~ CF'C-ROOF DRAIN SHALL HAVE OOMED STRAINER {CPC 1102.2)-0YEIFLDW0R EMERGENCYDRAIN -PER CIW'TER 110F CPC -COPPER OREO., INSTALi. ~:L~F1~~'.~S:~c ~~~~~~im;,'~,:_1foWALL DRAIM INLETS-SLOPE AND SIZE PER A I ANNOTATION LEGEND Z SIDEYARDSETllACK 3 FR0NTYAROSETBN:K 4 REARYARDSETBACK 5 RECESSEDIMINSERVICEPANEL,400~MAX.(MAINTAIN~0"CLEARFROMFACE0FPANELT0/W10aSTRIJCTION) 7 ~~M~: ;;~::tt~~~i~R~~~N·:s~[ ~i:::/:r:~~~~~~-l~~crii~~~-~~~~~~~!\'o MFG'R . INSTALLATI0NINSTRUCTJONS.GASEOUSFUELBUR!INGPANMUSTBEl'ERMANENTLYANCHOREDTOTHEFIREEIOJI. FIREPLACEMUSTC0~LYW/.TfICALIFORNIAENERGYSTANDARDSMANDAT0RYMEASURES.)' PRO\/IDEFLOORDRAININLAIJNDRYROOIII STARS-MAX.T.T5'RISE.MIN.10"RUN,PRO\/I0EANLLUMINATIONLEVEL0NTREADRUNS0FNOTLESSTHAN1FOOT CI.NDLE(CBC1205..4)REF.DTL.JIA0-1 10 ENCLOSEDUSEABLESPACEUN0ERSTAIRWAYUSE5m'TYl'E'X"GYP.B0.FINISHTYP.(1/2"MIM.)(CRCR302.7] it 1-1/2"t.lAX.STEPATD\JTSWINGOO0llS(M11.:l.1) 12 7Jl4"STEPATINSWINGOOORS(R31U1.) 13 DEPRESSSTRL/CT1JREFORFLUSHSflO'McRCONDITlON-COORD.WITHL0.&GENERALC□NTRACT0R,REF.STRUCT.DWGS. 14 EXTERIOI\GUARDRAIL-MIN.42'HEIGHT-4"MAX.SPHEREOPENING,REF.DTL4/AD-1 15 GARAGE0OOR-RATE0,1-3/ll"SOLI0ctllE,SELF-CL0SINGANDSELF-LATCHNG.REF.OOORSCHEDULE 18 WATERHEATER-TAN~LESS-SIZEPERT-24REPORTREF.OTL.1/AD-1 -VERIFYSIZEROO'0.W/.MFG.(PRO\/IDEADEQUATE N.G.C0NN.) 17 CAST-IN PLACE OONCRETE STAIRS· MAX. 7.7~" RISE, MIN. 10' RUN, PROVIDE AN lll.UMINATlOM LEVEL ON TREA0 RUNS OF N0TLESSTHAN1FOOTCAN0LE(CBC1206.4)REF.OTL.3/,',D-1 11 ::GE-\IERIFYAPPLw,jCEWI.OWNER-PRCMDEflOO()CAPABLEOF100CFMMIN.(VERIFYW/.MFG.)-VENTTOOOTIXXlR 1t l<ITaiENEXHAUSTHOODT0\IENTT0EXT.-PRl1,IIDEMlfl.RATE0F100CFM-INSTALL&PROWlEP<1t/ERPERNFG. INSTRUCTION 20 WINDOWTOMEITEGRESSREQUIREMENTS-REF.DOORAN0WINDOWNOTES,SHT.A-T.0 21 INTERI0RSTAIRNOl/NTEDHANDMIL-:M"-36"NN.N0SING,REF.OTL 4/AD-1 2-1 ~~N ~:~FY ~;'it'!r~~ED~ :SV~:'~I~ ~N SWEEP(ELBOWJOINT) PER GML D'Ml"S., PRIOR TO POURING 25 KITaiENISLAND-BASECABINET,COUNTER,ANDAPPLIANCESl'ERI.0-VERIFYSIZEW/.1.D.&OWNER B I KEYNOTES BRANDON ARCHITECTS 1fi1 KALMUSDRIVE,SUITEG-1 COSTAMESA,CA92626 714.754.4040 WWW.BRANOONARCHITECTS.COM PROJECT STATUS CDP PLAN CHECK NO. **(Kl){J-2021'* PROJECT CONTACT BRIANJOWETT THES[OO::WCNl~/JlEIHEPROPEmor~ ARCll!lCISl'ie..AIIJAREMDTT0IEllJf'll!l,,ll'D, A.11:REDffiUTlllEDlljlN(WAYBYAIIYOJHERPARTY MllOJTTH!EXPRESl!CD/,l/TIIRll.m:J,jorl!RAIDCII AAClfl[tTS,/M"IIIWJTIOIIZEDru'\.ICAJIONffi 1.mAATIONOFl\ESEIDl!MENTSlVWl'PARTYIU w:I.ATKWrX'BRANOOIIMCHITECISE>;m'SSED COMMONLAWCOF"IRl'JHTmJQJHE~PR(IIUlY ~i:~1~:l:~!o/J}liNOJ OBTAININGWRITTlM/,l/TIUtlll.TIO!JIINDE>:ffl'SSED ~Rl,IIS$IOMl"l'~AAlllTI:CTS.WllOSH!.Ll JH[ljlEHEUHARl/l!SSmJMSll.Vrnori,m lnurt'~l'NlllM0/M"USE(flJESEIXCUMENT$ !YSI.CHTHlllP/oJITT'WIUHCRDEPICIEDffilWl.lD w (..) z w C Cl) w cc: Cl) z ~ w PROJECTADDIESS: 2'2BAYISLAND NEWl'GRTBEACH.CA92661 OWNER INFORMATION: BER~EVANS 1095EASTGREENSTREET,PASADENA. CA91100 DATE 04/19/2022 REVISIONS NO REVISION Fl RST LEVEL FLOOR PIAN A-2.0 PA2022-089 A-5.0/ 1 ' SECOND LEVEL FLOOR PLAN 17 r----------------SLOPE """ M TER BALCONY MASTER BATH -----I 1=+=f, I MASTER ~EDROOM •21.26'F.F.~. I ---------MASTER CLOSET ® El 1/ f -------------------------17 ---------_sJ BEDROOM 2 16R@0'-711/16" ====== =} 16R@0'-71/2" "" ' W.I.C. l J!jlE_ BEDROOM 3 -,L-l_,_---t------,■, ~---,-~c......,, al I \ @ 18 I dl.:·•F-"~"'l,liii;iir-•~7"••i~=+===========~ , s I -------•I SLDPE----2%MIN BALCONY 2 @ SLOPE ---~'" BALCONY 3 @ JJ ~ _sJ al ,1 ---------r--(3 A-4.0 7 I I l I I ~ I I --------~ I I ,--J I ! ~ l1_ _J-- - - - - -~®-- - - - - - - - - -§J _ - - -Fa--10 - - - - - - - - - - - - -: §-- - - --r---------------------------L _________________________________ .., ______________ _ JJ 3 0::: I I _______________ _J ROOM NAME /~ ~ ~ _?J 0 0 0 & = = == o□ I [I []I c::1J ['] []Ls_E ____,,.JL=J L•«_j '] L_ L = I [J FlltERAHDCEILINloASn -REF.DTLS.8/AD-1.0 1-HIRATEDINTCONDITION-REF.DTLS.e/AD-1.0 1•HIRATEDEKTC0N[JITION-REF.DTLS.12/All-1.0 ~~rF:t!i~rii~ii~~AA:·T~:~-STRUCTURAI.WOOD POST/COLUMN COLUMN -PER STRUCT., REF. STRUTC. DWGS, -PAINT,STAINANDSEAI.ASREOUIRED-ARCH.TO/li'F'V.PAINTCOLORFOREXPOSED =a::f~T/COLUMN,IFTOBESTAINE□PRQ\IIDESTAINE□SAMPLEF0RAAOJ, DDORS-ASSPECFIED,SEEWINDOWSCIEDIJLEANDGENERALNDTESDNSHEETA-7.D-SHGC&U-FCTORPERT-24ENERGYREPORT-SEESHEETAD-2.0FORJAMB,IEADAN0 ~~:=~~A~T=: ~~:~~::~~~=C:~:u~~:O:E~SEE~~:;R R6DU.1&R703.40FCRC ::~;~ :~~~E~F~~~t~NE~2!Cf~~;~~~~E~ ~~~~ ON ~~~E~;::~:·A~N~~,/~Pic~Nr:~fl~~~~~S~l:/ND INSTRUCTl0NANMJRFLASHINGMFGR.INSTRUCTl0NPERSECTIONSRIIOll.1 ~~: ~~~:o~~ :i:i~_s3Eo~E~ ;~~~~~~~-~()~~ER-COMEIUSTllll.E l,IATERIAL NJV. COOKING T0P (CMC 920.3.2)-EXHAUST HOODT0 HAIIE ~x~~s;1~r:Mo~~~Ni~~R~F:1~VE~1~~::::.:i~r.1~s TOBE{F KITCHENIIM.SINK-1'SSELECTEDPERI.D.,VERIFYWl.l.0.&[1NNER-SINKTOCOMPLY WI. RE()JIREMENT OF SECTION 420.0 OF CPCAND HAVE A MM FLOW RATE OF 1.B 6PM ~:~:I E~:~~~~~8~ ~~~~~oo~~OF~:NT FOR ISi.AND SINK AND YANITYSINK-1'SSELECTEOPERI.O .• IIERIFYWI.I.D.&CMINER-LAVATC>RYTOHAIIE24'MIN.CIHRSPACEINFRONTOFIT.(CPC40H) WI MMIMUM R.OW RATE OF 1.2 GPM 060 PSI AND MIN. FLOW RATE OF 0.6GPMO20PSIPERSECTlON4.303.10FCALGREEN WASHEl(W)IDIYER{D)/STACIIED(W/D)-ASSELECTEDPERI.D.,'AcRIFYWI.L0.& ~T~; :~:i:~~~~Bt;T!~~~~p~:T!~L~1::r~:.:t:z1:~ !fie BACKDRAFTDAr.lPER(CMC504.4)ANDSIW1.NOTEXCEED14-FEETINO',IEAAI.LLENGTH WITHMAX.0FTW0{2}90-DEGREEELBOW',SUBTRACT2-FEETFC>REACHADDITIONAl.go-DEGIIEEELBOW.SEEWASHER&DRYERNOTES.REF.T-1.1. =~=~RA~~l:~-::E0R!~;~p~i~E~E~~~~E~' ',UIFYWI. 1.D. ~ IUILT-INAPPLMNCEIDISHWAllHER{DW)/TRASHC0IIIPACTOR(Tl)-ASSELECTEDF'ER 1.0.,\IERIFYW/.L0.&OWNER-PROVIDEPOl"IER,WATERSUPPLY&DRAINAGEPIPEAS T0ILET-WATERCLOSETSHALLBEINCOMPLIANCEOFSECTION411.00FCPCAND~S i~ i~r:~1~L~::~iis~1!~1;;E;E~~!HTbc~~1:it:~~E~LOSETS ~~~R~~N. (Cl'C 402.5 &CRC R301')-REF. CALGREEN NOTES ONT SHTS. FOR MAX CASEWORK,TALLCAIINET-ASSELECTEDPERI.D.,VERIFYW/.1.D.&OWNER ELEVAT0R-PRIVATEIIESIDENCEELEVATORINCOMPLIANCEW/.ASMEA17.1~B44 ASSELECTEDPERPLANS.\IERIFYW/.0WNER-PROVIDEPOWERASREQ'D.(CRC321.1) ~AF~:l~:;;,~NS.0.,POWER,AN0\IENTINGASREQ'0.BYMFG'R.-INSTALLPER ROOFIDECKDIIAIII-PERCHAPTER110FCPC-SIZETHEDRAINANDPIPINGPERTABLE ~!~~E~~ ~~~.!;~ CF'C-ROOF DRAIN SHALL HAVE OOMED STRAINER {CPC 1102.2)-0YEIFLOW0R EMERGENCYDRAIN -PER CIW'TER 110F CPC -COPPER OREO., INSTALi. ~:L~F1~~'.~S:~c ~~~~~~rm;,'~,:_1foWALL DRAIM INLETS-SLOPE AND SIZE PER A I ANNOTATION LEGEND 4 SIDEYARDSETIIACI( , REARYARDSETBACK I DOWNSl'OUT-ALUMINUMWI.KYNARFINISHOREQUIV.-ASSEL.(ARCH.TOAl'l'ROVE) I WINOOWTOMEETEGRESSREOOIIIEMENTS-REF.OOORAN0WINOOWN0TES,SHT.A-7.0 10 GUTTER-Al.UMINUMWI.KYNARFINISH,S~F'EASSEL-PROVIDESHOPDWOS.T0AACH 11 ~N~:F)'~;~L~t~~E~~~:e~~OIIIW°i~NSWEEP(ELBOWJOINT)PERCIVI.OWG'S., PRIOR TO POURING 12 STARS-MAX.7.75'RISE.MIN.10"RUN.PROVIDEANLLUMINATIONLE'\IEL0NTREADRUNS0FNOTLESSTflAN1FOOT CNIDLE(CBC1205A)REF.DTL.:i/AD-1 14 ~~.:::ii~~t~~~;:tf~N~;Lu~~~~ LFT, INC.' OR EQUIV., SHAFT SIZE •56' X ~o· CLEAR -PRDYIDESHOP OWGS 11 DEPRESSE!lSLABFORELEVATOR-12".COOIW.WITHELEVATORMFG.&G.C .• REF.STlWCT.DRAWINGS 1i CUSTOMS~WERSEATPERI.D. B I KEYNOTES BRANDON ARCHITECTS 1fi1 KALMUSDRIVE,SUITEG-1 COSTAMESA,CA92626 714.754.4040 WWW.BRANOONARCHITECTS.COM PROJECT STATUS COP PLAN CHECK NO. **(Kl){J-2021'* PROJECT CONTACT BRIANJOWETT THES[OO::WCNl~/JlEIHEPROPEmor~ ARCll!lCJSl'ie..AIIJAREMDTT0IEllJf'll!l,,ll'D, A.TI:REDffiUJlllEDlljlN(WAYBYAIIYOJHERPARlY MllOJTTH!EXPRESl!CDl,UJIIRll.m:J,jorl!RAIDCII AAClfl[tTS,/M"IIIWJTIOIIZEDru'\.ICAJIONffi 1.mAATIONOFTIESEIDl!MENTSlVWl'PARlYIU w:I.ATKWrX'BRANOOIIMCHITECIS[);m'SSED C0MMONLAWCOF"IRl'JHTmJQJHE~PR(IIUlY ~i:~1~:l:~!o/J}liNOJ OBT/JNINGWRITTlMl,UJIUtlll.TIO!JANDE>:ffl'SSED ~Rl,tlS$IOMIY~IJl.(llTI:CJS.WHOSH!.Ll JH[ljlEHELJH/JUIL!SSmJMSll.Vrnori,m lnurt'~l'NlllM0/M"USE(fTIESEIXCUMENT$ !YSI.CHTHlllP/JITT'WHETHCRDEPICTEDffilWl.lD w (..) z w C Cl) w cc: Cl) z ~ w PROJECTADDIESS: 2'2BAYISLAND NEWl'GRTBEACH.CA92661 OWNER INFORMATION: BER~EVANS 1095EASTGREENSTREET,PASADENA. CA91106 DATE 04/19/2022 REVISIONS NO REVISION SECOND LEVEL FLOOR PLAN A-2.1 PA2022-089 ,A--5.0/ 8 _20J ( 1 THIRD LEVEL T.D.S. r---------------I I ! T--/ -------------------------------20 ' : j I, ' i_J_ ROOF DECK 14 -------sl -------l __ ' T :_ii] :_ii] _20J _19J L_,a_ -----------------,A-5.0 (~MOI 7 I I I I I t--rs I I t I I ,--J 1--------------1 L ___________________ _ ,, -L _________________________ J L_,o_ _aJ _11J J i.: I ~-_o/ ROOM NAME /~ ~ ~ _?J 0 0 0 & = = == o□ I [I []I c::1J ['] []Ls_E ____,,.JL=J L•«_j '] L_ L = I [J FlltERAHDCEILINloASn -REF.DTLS.8/AD-1.0 1-HIRATEDINTCONDITION-REF.DTLS.e/AD-1.0 1•HIRATEDEKTC0N[JITION-REF.DTLS.12/All-1.0 ~~rF:t!i~rii~ii~~AA:·T~:~-STRUCTURAI.WOOD POST/COLUMN COLUMN -PER STRUCT., REF. STRUTC. DWGS, -PAINT,STAINANDSEAI.ASREOUIRED-ARCH.TO/li'F'V.PAINTCOLORFOREXPOSED =a::f~T/COLUMN,IFTOBESTAINE□PRQ\IIDESTAINE□SAMPLEFORAAOJ, DDORS-ASSPECFIED,SEEWINDOWSCIEDIJLEANDGENERALNDTESONSHEETA-7.D-SHGC&U-FCTORPUT-24ENERGYREPORT-SEESHEETAD-2.0FORJA~B,IEADAND ~~:=~~A~T=: ~~:~~::~~~=C:~:u~~:O:E~SEE~~:;R R6DU.1&R703.40FCRC ::~;~ :~~~E~F~~~t~NE~2!Cf~~;~~~~E~ ~~~~ ON ~~~E~;::~:·A~N~~,/~Pic~Nr:~fl~~~~~S~l:3/ND INSTRUCTlONANMJRFLASHINGMFGR.INSTRUCTlONPERSECTIONSRIIOll.1 ~~: ~~~:o~~ :i:i~_s3Eo~E~ !~~ ~~~~~·~a ~~ER-cor.iws11llLE W..TERIAL NJV. cooKING roP (CMc 920_3_2)-EXHAUST flOODTO HAVE ~x~~s;1~r:Mo~~~Ni~~R~F:1~VE~1~~::::.:i~M~s TOBE{F KITCNENIIM.SINK-ASSELECTEDPERI.D.,VERIFYWl.I.0.&[1.NNER-SINKTOCOMPLY WI. RE()JIREMENT OF SECTION 420.0 OF CPCAND HAVE I'. MM FLOW RATE OF 1.B 6PM ~:~:I E~:~~~~~8~ ~~~~~oo~~OF";:NT FOR ISi.AND SINK/A.ND YANITYSINK-ASSELECTEDPERI.D .. IIERIFYWI.I.D.&CMINER-LAVATC>RYTOHAIIE24'MIN.CIHRSPACEINFRONTOFIT.(CPC40H) WI MMIMUM R.OW RATE OF 1.2 GPM 060 PSI AND MIN. FLOW RATE OF 0.6GPM020PSIPERSECTlON4.303.10FCALGREEN WASHEl(W)IDIYER{D)/STACIIED(W/D)-ASSELECTEDPERI.D.,'AcRIFYWI.LO.& ~T~; :~:i:~~~~Bt;T!~~~~p~:T!~L~I::r~:.:t:zI:~ !fie BACKDRAFTDAMPER(CMC504.4)ANDSIW..LNOTEXCEED14-FEETINO',IEAAI.LLENGTH WITHMAX.0FTW0{2}90-DEGREEELBOW",SUBTRACT2-FEETFOREACHADDITIONALgo-DEGIIEEELBOW.SEEWASHER&DRYERNOTES,REF.T-1.1. =~=~RA~~l:~-::E0R!~;~p~i~E~E~~~~E~' ',UIFYWI. 1.0. & IUILT-INAPPLMNCEIDISHWAllHER{DW)/TRASHCOIIIPACTOR(Tl;)-ASSELECTEOF'ER I.0.,IIERIFYW/.LO.&OWNER-PROVIOEPOl"IER,WATERSUPPLY&DRAINAGEPIPEAS TDILET-WATERCLOSETSHALLBEINCOMPLIANCEOFSECTION411.00FCPCAND~S i~ i~r:~1~L~::~iis~1!~1;;E;E~~!HTbc~~1:it:~~E~LOSETS ~~~R~~N. (Cl'C 402.5 &CRC R301')-REF. CALGREEN NOTES ONT SHTS. FOR MAX CASEWORK,TALLCAIINET-ASSELECTEOPERI.D.,VERIFYW/.I.D.&OWNER ELEYATOR-PRIVATERESIDENCEELEVATORINCOMPLIANCEW/.ASMEA17.1~B-44 ASSELECTEDPERPI..ANS,\/ERIFYW/.OWNER-PROVIOEPOWERASREQ'D.(CRC321.1) ~AF~:1~:;;,~Ns.o., POWER, ANO VENTING AS REQ'O. BY MFG'R. -INSTALL PER ROOFIDECKDIIAIN-PERCHAPTER110FCPC-SIZETHEDRAINANDPIPINGPERTABLE ~!~~E~~ ~~~.!;~ CF'C-ROOF DRAIN SHALL HA\IE OOMED STRAINER {CPC 1102.2)-0YEIFLDWOR EMERGENCYDRAIN -PER CIW'TER 110F CPC -COPPER OREO., INSTALi. ~:L~F1~~'.~S:~c ~~~~~~im;,'~,:_1foWALL ORAIM INLETS-SLOPE ANO SIZE PER A I ANNOTATION LEGEND 1 SHIPL.APSIDING,FINISHASSEL.ECTED-REF.MATERIALSCHEDIJLESHT.A-4.0 Z IVC.CONDENSERUNIT-SIZETBO-PROVIOEPDWERANDSOUNOOAMPENINGPADASREO'O.(SOONOATTEMJAT~REO"D. PERSECTION10.28.IM5N.B.M.C.UNDERSEPARATEPERMIT&PLANCIECI() 3 EXTERIORGUARDRAIL-MIN.42'HEK"lHT-4'MAX.SPHEREOPENING,REF.DTL4/AD-1 4 OECKORAIN-:sLOPE2%MIN.-REF.DTL11/All-1 5 WOOOCAP-ARCH.TOAPPV.,G.C.TOPR!MDEMOCKUP 8 STARS-MAX.T.T5'RISE,MIN.10'RUN,PRCMDEANLLUMINATIONLEVELONTREADRUNSOFNOTLESSTHAN1FOOT C>.NDLE(CBC1205.-4)REF.DTL.3/AD-1 7 INTERIOR6lW\ORAIL-MIN,42"HGH-MATERIALAS3ELECTE0,<4"MAA.Sl'HEREOPENING,REF,OTL,41'All-1 I llOLINDARYLINE I REARYAROSETBACK 11 SIDEYAROSETIIACK 12 FRONTYARDSETIIACK 13 WESTCOliT ALXWALKING DECK ANO ROCF C!MRIN~ SYSTEM RATED!l..ASS' A' ASSEMBLY PER ICcal ESR-2201, REF. MAT 14 WESTCOliTALXWALKINGDECKANDROCFCO\IERINGSYSTEMRATEOll..ASS'A'ASSEMBLYPERICO#ESR-2201,IIEF.MAT 19 GUTTER-ALUMINUMW/KYNARFINI.SH,SHAPEASSEL.-PRQ\flDESHOPOWGSTOARCH 20 OOWNSPOUT-ALUMINUMW/.KVNARFINISHOREOUIV.-1\SSEL(ARCH.TOI\PPRQVE) B I KEYNOTES BRANDON ARCHITECTS 1fi1 KALMUSDRIVE,SUITEG-1 COSTAMESA,CA92626 714.75-4.4040 WWW.BRANOONARCHITECTS.COM PROJECT STATUS CDP PLAN CHECK NO. **(Kl){J-2021'* PROJECT CONTACT BRIANJOWETT THES[OO::WCNl~/JlEIHEPROPEmor~ ARCll!lCJSl'C,AIIJARENOTTOIEllJf'll!l,,ll'D, A.TI:REDffiUJlllEDlljlN(WAYBYAIIYOJHERPARlY MllOJTTH!EXPRESl!COl,UJIIRll.m:yj(fl!RAIDCII AAClfl[tTS,/M"IIN.',IJlJOIIZEDru'\.ICAJIONffi ,.mAATIONOFl\ESEIDl!MENTSrvWl'PARlYIU w:I.ATKWOF' BRMOOIIMCHITECIS[);m'SSED COMMONLAWCOF"IRKJHTmJQJHE~PR(IIUlY ~i:~1~:l:~!o/l~iNOJ OBT/JNINGWRITTlNl,UJIUtlll.TIO!JANDE.>:ffl'SSEO ~Rl,1IS$IONl"l"~IJI.QITECTS,WHOSH!.Ll TH[ljlEHELJH/JUIL!SSmJMSll.\'EDOFAm lnurt"~l'N\llNO/M"USE(flJESEIXCUMENT$ !YSI.CHTHlllP/JITT'WHETHCRDEl'ICIEOffilWl.lD w (..) z w C Cl) w cc: Cl) z ~ w PROJECTADDIESS: 2"2BAYISLAND NEWl'GRTBEACH,CA92661 OWNER INFORMATION: BER~EVANS 1095EASTGREENSTREET,PASADENA, CA91106 DATE 04/19/2022 REVISIONS NO RE\IISION THIRD LEVEL FLOOR PIAN A-2.2 PA2022-089 ./,'\. ,11-5.0 B 1/ r---1 ---------t 1 -----1------------------~~ ' w DECK I-- -I -'1.--------+-----------L - --1 -FIRST LEVEL DIMENSION PLAN l SI.ABDEPRESSIDNFOR F'OCKETOOORS.'li.RIF'!' W/.G.C.ANOMFl.lR / @ DINING GREAT ROOM ~ SLASDEPRESSIONFOR FIREPLACE.VEPJF"W/. G.C . .'J'IDM'GR. / @) ,.,r-1a1w 1 I ~c~ I BAR ,~7 I C I EKITCHEN i-,,c7 L_J / 8 ------/ 3'-1!'.--ENT Y POWDER 0 0 PANTRY ---------l-17111'/ / -------H'-71/.1" -/ 0 -0 BEDROOM 1 •11.00'F.F.:?, CART GARAGE = = / / / / r--(3 A-4.0 I I l - - - - - - - -~ I I ,--J I I ____ _J DIMUSI0NNOTE: ALLDIMENSl{)NSARETOFACEOFSflEATillNG(EXT.WALLS)ORF.t.GEOFSTRLICTURE(F.0.S.)TYP.UN.OROUNDEDTOTHE NEAA.EST1/8'AHDINTERIORPARTITIONSAREDIMENSIONEDFROMFACEOFSTRUCTURETOFACEOFSTRUCTURE(F.O.S.)U.N.O.-G{)NTACTARC11ITECTINWRITINGFORA~GLARIFICATIONOFNOTE□DIMENSIONS,DONOTSGALEPLANS ALLEXTERIORWALLSTOllEFRAMEDWl.2XllSl1JOMIN.U.N.O. USE2X6MINIMUMSTOOSFORPLUMBINGWALLS SECONDMIDTHIRDFLOORPLYWOODTOBE1-1/8' ENTIREEXTERIORTOBESflEATHEDWITI-l112"PLYWOOO DOORSANDWINDOWSWILLTYPICALLYBERECESSEDFROMEXTERIORWALLPLANE.VERIFYALLROIJGHOPENINGDIMENSIONS WITHDOORANDWINDOWMFGR.ROUGHCf'ENINGMAYNEEDTOBEOVERSIIEDTOACCOUNTFORADDITIONALFRAMING.SEE SITT.AD-20FORTYP.RECESSEDCONDITIONS G,t.R.1,GEFLOORSURFACE.'lSH~LBEOFAPPROVEDNONC[WIBUSTIE!LEW.TERIAL.THEAREAOFFLDORUSEOFORPARKINGOF AITTOMOBILESOROTHERVEHICLESSHALLBESLOPEDTOFACILITATETHEMOVEMENTOFLIQUIDSTOAORAINORTC1NAROTHE WJN\IEHIGLEENTRYDOORWAY,(R:!09.1) ~LUM81NG: 1.SIJPPORTALLWALL-<iUNGFIXTURESWITHMETALSUPPffiTINGMEMBERSTOPREVENTANYSTRAINTRANSMISSIONTOTHE C()NNECTIONS.FRAldlNGMFIXEDSUPPORTSFOROFF-THE-FLOORWATERCLOSETSWITHCQNCEALEDTANKSSHALLCOMPLY WITHASMEA1126.2SECUREFLUSHTANKANDSIMILARAPPURTENANCESWITHAPPROVEDNON-GORROSIVESCREWORIIOLTS (CPC402.5) 2.THENETAREAOFTHE3HOWERENCl.03URE3HI\I.LBE1,0243Q.INCHE3(7.1SQ.fT.JORMDREINTHECLEARFLOORAREA, ANDSHALLALSOBECAl'ABLEDFENGOMPASSINGA30-INCHDIAMETERCIRCLE.(CPC40!l.6) ~~::~~Rl~=:~~:t~°r:~J:E~0:~H~ ~~~:.°F~~ :A~~~~~~~~E;H?:~~E 6i~'EI~=~~:cT TOMECfWJICALDAMAGEPROVIDEAl'ROTECTIVEBARRIERORELEVATETHEAPl'LIANCETOBEOUTOFTHENORMAI.PATHOF THEVEHCLE.(CPCSOT.13) 4.A~HORORSTRAPTHEWATERHEATER{S)TORESISTHORIZ.DISPLACEMENTOUETDTHEEARTHQI.IAKE.STRAPPINGSHOIJLD ~JR~ :~~R:~c::~~~:~I~~~ POINTS DFTlE ~PLIANCE HEIGHT. MAINTAIN A MIN. 4-INCIESAll!M THE WOOD OR WOODMSED PIIIIIDUCTS NOTE: WOOD OR WOOOBASE F'ROOUCT Sf!ALL BE OF A NATURAL DURABLE OR PRESERVATIVE-TREADED WOOD IN ACCORDANCE WITH AWPAU1FORTHESPECIES.PROOUCT.PRESERVATIVEANDENDUSEINTHEFOLLOWINGLOCATIONS: 1.WOOOJOISTSORTIEBOTTOMOFAWOODSTRUCTURALFLOORWHENCLOSERTHAN18INCHES{4STMM)ORWOOOGIRDERS :.:N~::~~~~:~ ~Fe:: ::;N~ ;~~~~~SEO GRIJIJND IN CRAWL SPACES OR UNEXCAVATEOARE-'.LOC-'.TEO 2.WOOOFRAMINGMEMBERSTHATRESTONCONCRETEORMASONRYEXTERIORFOUNDATIONWALLSANOARELESSTHANa INCHES(203MM)FROMTHEEXl'OSEDGROUND 3.SILLSANDSLEEPERSONACONCRETEORMASONRYSLABTflATISINDIRECTCONTACTWITHTHEGROUNDUNLESS SEPARATEOFROMSUCHSLABBYANIMPERVIOUSMOISTUREBARRIER 4.TIEENDSOFWOODGIRDERSENTERINGEXTERIORMASIJ'IRYORCONCRETEWALLSHAVINGCLEARANCESOFLESSTHAN1/2 INCH(12.7MM)ONTOPS,SIDESANDENDS. 5. WOOOSIDING,SHEATHINGANDWALLFRAMINGONTHE EXTERIOR OF A BUILDING HAVINGACLEARANCEOFLESSTHAN~ INCHES(15:'MM)FROMTHEGR0Ur-!DORLESSTHAN2INCHES(51MM)MEASUREDVERTICALLYFROMOONCRETESTEPS, PORCHSLABS,PATIOSLABSANDSIMILARftJRIZONTALSURFACESEXPOSEOTOTHEWEATHER 6.WOOOSTRIJCTURAI.MEMBERSSUPPORTINGMDISTURE-PERMEABLEFLOORSORROOFSTHATAREEXPOSEDTOTHE ~~~:(' ~';;_~I~ CONCRETE OR MASONRY SLABS, UNLESS SEPARATED RIOM SUCH FLOORS OR ROOFS BY AN IMPERVIOUS T.WOOOF~INGSTRIPSffiOTHERWOOOFRAMINGMEMEIERSATTACHEODIRECTLYTOTHEINTERIOROFEXTERIORMASONRY WALL30RCONCRETEWALLSEIELDWGRADEEXCEPTWHEREANAPPROVEDVAPORRETARDERISAPPLIEOBETWEENTHEWALL ANDTHEFURRINGSTRPSORFRAMINGMEMBERS A I GENERAL NOTES ROOM NAME .10.00' ... 0 0 0 & o□I ISi ~ I LJ ~~Fl H DRAINLINE(;:!J OVERFLOW STUDSMIN.SPACINGPERSTRUCTANOEXT.FINISHMFGR INSTRUCTIONAN□IORLJSTING-SEEEXT.WALLDETAILSAND EXT.POCKETDOORWAU.-TYP.2X6EXT.FRMG.AND2X◄INTERIORFRAMINGW/. ~~L~:;Er:~~:ts:F~:. ~l~\~T~1~'.N$~A{;~~~~~ ::::/~>;~ET FINISHMFGR.INSTRUCTIONANDIORLISTING-SEEEXT.W~LDETAILSANDSTRUCT. ""'' CDNCRETEWALL-12"REINFORCEDCASTINPLACECONCRETEWALLTYP.U.N.O.PER ~:~E·:~iE!~~~FfN~:s~~R~~~i:~;z.~~[~~R~~:!~ER :~~~NR4S:~A~1~G~2;~~:F~~~\~A~::=~Et ~:~~~~ WITHALIGITTGRAYCOLOR.PROVIDESAMPLEFORARCH.APPROYAL SLAIIFRAIIIINGDEPRESSION-SEESTRUCT.DWGS.FORTHERECESSIONDETAILS-FORRECESSIONSPECIFICTOEOUIPMENTORASSEMBLYVERIFYTHEREOLnRED RECE5SIONW/.MFGRORFABRICATOR-SHOWERRECESSIONT05E\IERIREDW/. ,., SEESHEETA0-2.0fORlltETTPICALDEPltESSIONOfDDOUANDWINDIIWS,YlRlfY STRUCTUW.STEELCOLUMNPERSTRUCT .• REF.STRITTC. ~Sfl ;;:~:s~i~:i :.~~:i-ARCH TOAPP\I. STRUCTURAL WOOD POST/COLUMN CDI.UMN -PERSTRUCT., REF. STRUTC DWGS, -PAINT,STAINANDSEALASREQUIRED-ARCH.TOAPP\I.PAINTCOLORFOREXPOSED WOODl'OST.COLUMN,IFTOIESTAINEDPROV'lllESTAlt-EDSAMPLEFORARCH, ~~~~ =~':N~i:u:; ::i~~E~-8!~E~~~-°v~~1~L :~~~-~o~NER-C[WIBIJSTIBLE MATERIALABV. COOKINll TOP (CMC 920.3,2)-EXHAUST HOOD TO HAVE ~J~~1it.1°~~NiN\~RI~~ :1~~:~l~c~~-3 igigM~s TO BE or !I::':t.1~1:TK~.,.-.;~\';.;~:'.i~rg:;cv::~ :~1tM~ ~~ ;;;~~~~-~::~y @60PSll'ERSECTION4.303.10FCALGREEN-TRAPAN□VENTFORISL.ANDSINKANO SIMILAREQIJIPMENTSHI\I.LBEPERSECTKlN909.00FCI'(; VANITYSINK-ASSELECTEDPERI.D.,VERIFYWl.I.□.&0WNERLAVATORYTOHAVE24"MIN.CLEARSPACEINFRONTOFIT.(CPC401.0) WI. MAXIMUM FLOW RATE OF 1.2 GPM C ilO PSI AND MIN. FLOW RATE OF 0.8GPMl!l20PSIPERSECTION4.303.10F~GREEN W.UHER(W)/DllYERID)IITACKED(WID)-ASSELECTEOPERI.D.,VERIFYW/.1.D.& ~T~RES 6~~~s\~c;;1':~t8BE~~T!~!~~p~:T~L~~~:at::I:~rHE BACKORAFTDAMPER(CMC504.4}ANDSHALLNOTEXCEED14-FEETINOVERAU.LENGTH WITHMAX.OFTW0(2)90-DEGREEELBIJW,SUBTRACT2-fEETFOREACHADOITION~90-DEGREEELBOW.SEEWASHER&DRYERNOTES,REF.T-1.1 TOILET-WATERCLOSETSHI\I.LBEINCOMPLIANGEOFSECTION411.aOFCPCANOHAS ~ ~~~~~~ 1~L~:~N'f'~o~5!~t;:1T~tE~\:t1~:;11tJ-:..~lE~;L□SETS ?~:t~~N. (CPC~02.5 & CRC R307)-REF. OOGREEN NOTES ONT SHTS. FOR W.X FlltEPL.\CE-FACTORY-BUILTOIRECTVENTGASFIREPLACEWI.SE~EDCOMBUSTION ~:~:~~T~~~t:~~~~~DF~~~~•1~!1c~E~~~~H~~~l~STING ANDMANLfACTURER"SINSTALLATIDNINSTRUCTIONS.(GRCR1004.1) ~~r/i~::~:/·O., POWER, NID VENTING AS REO'D. 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CA91106 DATE 04/19/2022 REVISIONS NO REVISION FIRST LEVEL DIMENSION PLAN A-2.3 PA2022-089 El 1/ r-----1 --------1 -----1---------------I -~--1 ------f 1 -------------'f --------/ -SLOPE """ M TER BALCONY I-- -I -'1.--------L--/ SECOND LEVEL DIMENSION PLAN 1 l 1 I MASTERIBEOROOM • 21.26,FF. ';/J l ® / j BUNK ROOM MASTER CLOSET SLAB DEPRESSION FOO.SHOWER / 1'-21/a" , ·/ r-,1~ , / / BEDROOM 2 @ BEDROOM 3 / ■t---~----"---::.":i. ~ 1 BALcoNv2 @ ■>---~------"<-SLOl'E ---~" BALCONY31 @ i-1114' / f-C1tl' / / r--(3 A-4.0 / I I l --------~ I I ,--J / DIMUSI0NNOTE: ALLDIMENSIONSARETOFACEOFSflEATillNG(EXT.WALLS)ORF.t.GEOFSTRLICTURE(F.0.S.)TYP.UN.O ROUNDED TO THE NEAA.EST1/8'AHDINTERI0RPARTITIONSAREDIMENSI0NEDFR0MFACEOFSTRUCTURET0FACE0FSTRUCTURE(F.0.S.)U.N.0.-G{)NTACTARC11ITECTINWRITINGFORA~GLARIFICATIONOFNOTE□DIMENSIONS,DONOTSGALEPLANS ALLEXTERIORWALLSTOllEFRAMEDWl.2XllSl1JDMIN.U.N.O. USE2X6MINIMUMSTOOSFORPLUMBINGWALLS SECONDMIDTHIRDFLOORPLYWOODTOBE1-1/8' ENTIREEXTERIORT0BESflEATHEDWITI-l112"PLYWOOO DOORSANDWINDOWSWILLTYPICALLYBERECESSEDFROMEXTERIORWALLPLANE.VERIFYALLROIJGHOPENINGDIMENSIONS WITHOOORANDWINOOWMFGR.ROUGHCf'ENINGMAYNEEDTOBEOVERSIIEDTOACCOUNTFORADDITIONALFRAMING.SEE SITT.AD-20FORTYP.RECESSEDCONOITIONS G,t.R.1,GEFLOORSURFACE.'lSH~LBEOFAPPROVEDNONC[WIBUSTIE!LEW.TERIAL.THEAREAOFFLOORUSEDFORPARKINGOF AITTOMOBILESOROTHERVEHICLESSHALLBESLOPEDTOFACILITATETHEMOVEMENTOFLIQUIDSTOADRAINORTC1NARDTHE WJN\IEHIGLEENTRYDOORWAY,(R:!09.1) ~LUM81NG: 1.SIJPPORTALLWALL-<iUNGFIXTURES'MTHMETALSUPPffiTINGMEMBERSTOPREVENTANYSTRAINTRANSMISSIONTOTHE CONNECTIONS.FRAldlNGMFIXEDSUPPORTSFOROFF-THE-FLOORWATERCLOSETSWITHCONCEALEOTANKSSHALLCOMPLY WITHASMEA1126.2SECUREFLUSHTANKANDSlt.1ILARAPPURTENANCESWITHAPPROVEONON-GORROSIVESCREWORIIOLTS (CPC402.5) 2.THENETAREAOFTHESHOWERENCl.llSURESHI\I.LBE1,0243Q.INCHES(7.1SQ.fT.JORMOREINTHECLEARFLOORAREA, ANDSHALLALSOBECAl'ABLEOFENGOMPASSINGA30-INCHDIAMETERCIRCLE.(CPC40!l.6) ~~::~~Rl~=:~~:t~°r:~J:E~G:~H~ ~~~:.°F~~ eJ,.~~~~~~~~E;H?:~~E 6i~'EI~=~~:cT TOMECfWJICALDAMAGEPROVIOEAPROTECTIVEBARRIERORELEVATETHEAPl'LIANCETOBEOUTOFTHENORMAI.PATHOF THEVEHCLE.(CPCSOT.13) 4.A~HORORSTRAPTHEWATERHEATER{S)TORESISTHORll.lllSPLACEMENTOLIETOTHEEARTHQI.IAKE.STRAPPINGSHIJULD ~JR~ :~~R:~c::~~~:~I~~~ POINTS OFTlE ~PLIANCE HEIGHT. MAINTAIN A MIN. 4-INCIESAll!M THE WOOD OR WOODMSED PIIIIIDUCTS NOTE: WOOD OR WOODBASE PRODUCT Sf!ALL BE OF A NATURAL DURABLE OR PRESERVATIVE-TREADED WOOD IN ACCORDANCE WITH AWPAU1FORTHESPECIES.PRDDUCT.PRESERVATIVEANDENDUSEINTHEFOLLOWINGLOCATIONS: 1.WOOOJOISTSORTHEBOTTOMOFAWOODSTRUCTURALFLOORWHENCLOSERTHAN18INCHES{45Tt.1M)ORWOOOGIRDERS :.:N~::~~~~:~ ~Fe:: ::;N~ l~~~~~SED GRIJIJNO IN CRAWL SPACES OR UNEXCAVATEDAREALOCATED 2.WOOOFRAMINGMEMBERSTHATRESTONCONCRETEORMASONRYEXTERIORFOUNDATIONWALLSANOARELESSTHANa INCHES(203MM)FROMTHEEXl'OSEOGROUND 3.SILLSANDSLEEPERSONAOONCRETEORMASONRYSLABTflATISINDIRECTCONTACTWITHTHEGROUNDUNLESS SEPARATEDFROMSUCHSLABBYANIMPERVIOUSMOISTUREBARRIER 4.THEENDSOFWOODGIRDERSENTERINGEXTERIORMASIJ'IRYORCONCRETEWALLSHAVINGCLEARANCESOFLESSTHAN1/2 INCH(12.7MM)ONTOPS,SIDESANOENDS. 5. WOOOSIDING,SHEATHINGANDWALLFRAMINGONTHE EXTERIOROFABUILOING HAVINGACLEARANCEOFLESSTHAN~ INCHES(15:'MM)FROMTHEGR0Ur-!DORLESSTHAN2INCHES(51MM)MEASUREDVERTICALLYFROMOONCRETESTEPS, PORCHSLABS,PATIOSLABSANDSIMILARftJRIZONTALSURFACESEXPOSEDTOTHEWEATHER 6.WOOOSTRIJCTURAI.MEMBERSSUPPORTINGMOISTURE-PERMEABLEFLOORSORROOFSTHATAREEXPOSEDTOTHE ~~~:(' ~';;_~I~ CONCRETE DR MASONRY SLABS, UNLESS SEPARATED RIOM SUCH FLOORS OR ROOFS BY AN IMPERVIOUS T.WOOOF~INGSTRIPSffiOTHERWDOOFRAMINGMEMEIERSATTACHEDOIRECTLYTOTHEINTERIOROFEXTERIORMASONRY WALLSORCONCRETEWALLSEIELOWGRADEEXCEPTWHEREANAPPROVEDVAPORRETARDERISAPPLIEOBETWEENTHEWALL ANDTHEFURRINGSTRPSORFRAMINGMEMBERS A I GENERAL NOTES ROOM NAME .10.00' ... 0 0 0 & o□I ISi ~ I LJ ~~Fl H ORAINLINE(;:!J OVERFLOW STUDSMIN.SPACINGPERSTRUCTANDEXT.FINISHMFGR INSTRUCTIONAN□IORLJSTING-SEEEXT.WALLDETAILSAND EXT.POCKETDOORWAU.-TYP.2X6EXT.FRMG.AND2X◄INTERIORFRAMINGW/. ~~L~:;E~~~:ts:F~:. ~l~\~T~1~'.N$~A{;~~~~~ ::::/~>;~ET FINISHMFGR.INSTRUCTIONANIWRLISTING-SEEEXT.W~LDETAILSANDSTRUCT. 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COOKINll TOP (CMC 920.3,2)-EXHAUST HOOO TO HAVE ~J~~TiM0~~NiN\~RI~~ :1~~:~l~c~~-3 igigM~s ro BE OF !J.::':M~1:TK~t;~\';.;~:'.i~rg:;cv::~ :~1tM~ ~~ ;;;~~~~-~::~y @60PSll'ERSECTION4.303.10FCALGREEN-TRAPAN□VENTFORISLANDSINKANO Slt.1ILAREQUIPMENTSHALLBEPERSECTKlN909.00FCPC VANITYSINK-ASSELECTEDPERI.D.,VERIFYWl.I.□.&0WNERLAVATORYTOHAVE24"MIN.CLEARSPACEINFRONTOFIT.(CPC401.0) WI. MAXIMUM FLOW RATE OF 1.2 GPM C 60 PSI ANO MIN. FLOW RATE OF O.&GPMl!l20PSIPERSECTION4.303.10F~GREEN W.UHER(W)/DllYEIID)IITACKED(WID)-ASSELECTEOPERI.D.,VERIFYW/.1.D.& ~T~RES 6~~~s\~c;;1':~t8BE~~T!~!~~p~:T~L~~~:at::I:~rHE BACKDRAFTDAMPER(CMC504.4}ANOSHALLNOTEXCEED14-FEETINOVERAU.LENGTH WITHt.1AX.OFTW0(2)90-DEGREEELBIJW,SUBTRACT2-fEETFOREACHAOOITION~90-0EGREEELBOW.SEEWASHER&DRYERNOTES,REF.T-1.1 TOILET-WATERCLOSETSHI\I.LBEINGOMPLIANGEOFSECTION411.aOFCPCANDHAS ~ ~~~~~~ 1~L~:~N'f'~o~5!~t;:1T~tE~\:t1~:;11tJ-:..~lE~;LoSETS ?~:t~~N. (CPC~02.5 & CRC R307)-REF. OOGREEN NOTES ONT SHTS. FOR MAX Flltl:PL.\CE-FACTORY-BUILTOIRECTVENTGASFIREPLACEWI.SE~EOCOMBUSTION ~:~:~~T~~~t:~~~~~OF~~~~•1~!1c~E~~~~H~~~l~STING ANOMANLfACTURER"SINSTALLATIONINSTRUCTKlNS.(GRCR1004.1) ~~r/i~::~:/·O., POWER, AND 'IENTINGA5 REO'D. 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CA91100 DATE 04/19/2022 REVISIONS NO REVISION D,i,,TE SECOND LEVEL DIMENSION PLAN A-2.4 PA2022-089 A ,/ 3 \, r---------------------/ ---------ROOF DECK -----/ / ---------------------------------------------/ / ROOF LOUNGE ® 1====1t==-=-==-lt!!IIIIIE'31111111!!li!IJll1!!11 II---, ----\----l---------+--',-3 A-40 ' 1--------------1 L ______________________________ _ / / / ' 1 : THIRD LEVEL DIMENSION PLAN ~•:t " J . / ,--J I I _____ _J DIMUSI0NNOTE: ALLDIMENSl{)NSARETOFACEOFSflEATillNG(EXT.WALLS)ORF.t.GEOFSTRLICTURE(F.0.S.)TYP.UN.O ROUNDED TO THE NEAA.EST1/8'AHDINTERI0RPARTITIONSAREDIMENSI0NEDFR0MFACEOFSTRUCTURET0FACE0FSTRUCTURE(F.0.S.)U.N.0.-G{)NTACTARC11ITECTINWRITINGFORA~GLARIFICATIONOFNOTE□DIMENSIONS,DONOTSGALEPLANS ALLEXTERIORWALLSTOllEFRAMEDWl.2XllSl1JDMIN.U.N.O. USE2X6MINIMUMSTOOSFORPLUMBINGWALLS SECONDMIDTHIRDFLOORPLYWOODTOBE1-1/8' ENTIREEXTERIORT0BESflEATHEDWITI-l112"PLYWOOO DOORSANDWINDOWSWILLTYPICALLYBERECESSEDFR0MEXTERIORWALLPLANE.VERIFYALLROIJGH0PENINGDIMENSIONS WITHOOORANDWINDOWMFGR.ROUGHCf'ENINGMAYNEEDTOBEOVERSIIEDTOACCOUNTFORADDITIDNALFRAMING.SEE SITT.A0-20FORTYP.RECESSEDCONlllTIONS G,t.R.1,GEFLOORSURFACE.'lSH~LBEOFAPPROVEONONC[WIBUSTIE!LEW.TERIAL.THEAREAOFFLOORUSEDFORPARKINGOF AITTOMOBILESOROTHERVEHICLESSHALLBESLOPEDTOFACILITATETHEMOVEMENTOFLIQUIDSTOADRAINORTC1NARDTHE WJN\IEHIGLEENTRYDOORWAY,(R:!09.1) ~LUM81NG: 1.SIJPPORTALLWALL-<iUNGFIXTURES'MTHMETALSUPPffiTINGMEMBERSTOPREVENTANYSTRAINTRANSMISSIONTOTHE C()NNECTIONS.FRAldlNGMFIXEOSUPPORTSFOROFF-THE-FLOORWATERCLOSETSWITHCQNCEALEOTANKSSHALLCOMPLY WITHASMEA1126.2SECUREFLUSHTANKANOSIMILARAPPURTENANCESWITHAPPROVEDNON-GORROSIVESCREWORIIOLTS (CPC402.5) 2.THENETAREAOFTHESHOWERENCLOSURESHI\I.LBE1,0243Q.INCHES(7.1SQ.fT.JORMOREINTHECLEARFLOORAREA, ANDSHALLALSOBECAl'ABLEOFENGOMPASSINGA30-INCHDIAMETERCIRCLE.(CPC40!l.6) ~~::~~Rl~=:~~:t~°r:~J:E~0:~H~ ~~~:.°F~~ eJ,.~~~~~~~~E;H?:~~E 6i~'EI~=~~:cT TOMECfWJICALDAMAGEPROVIOEAl'ROTECTIVEBARRIERORELEVATETHEAPl'LIANCETOBEOUTOFTHENORMAI.PATHOF THEVEHCLE.(CPCSOT.13) 4.A~HORORSTRAPTHEWATERHEATER{S)TORESISTHORll.lllSPLACEMENTOUETOTHEEARTHQI.IAKE.STRAPPINGSHOIJLD ~JR~ :~~R:~c::~~~:~I~~~ POINTS OFTlE ~PLIANCE HEIGHT. MAINTAIN A MIN. 4-INCIESAll!M THE WOOD OR WOODMSED PIIIIIDUCTS NOTE: WOOOORW<lOOBASEF'ROOUCTSf!ALLBEOFANATURALDURABLEORPRESERVATIVE-TREADEDWOOOINACCORDANCEWITH AWPAU1FORTHESPECIES.PROOUCT.PRESERVATIVEANOENDUSEINTHEFOLLOWINGLOCATIONS: 1.WOOOJOISTSORTIEBOTTOMOFAWOODSTRUCTURALFLOORWHENCLOSERTHAN18INCHES{4STMM)ORWOODGIRDERS :.:N~::~~~~:~ ~Fe:: ::;N~ ;~~~~~SEO GRCIUNO IN CRAWL SPACES OR UNEXCAVATEDAREALOCATED 2.WOOOFRAMINGMEMBERSTHATRESTONCONCRETEORMASONRYEXTERIORFOUNDATIONWMLSANOARELESSTHANa INCHES(203MM)FROMTHEEXl'OSEDGROUND 3.SILLSANOSLEEPERSONAOONCRETEORMASONRYSLABTflATISINOIRECTCONTACTWITHTHEGROUNDUNLESS SEPARATEDFROMSUCHSLABBYANIMPERVIOUSMOISTUREBARRIER 4.TIEEN□SOFWOO□GIRDERSENTERINGEXTERIORMASIJ'IRYORCONCRETEWALLSHAVINGCLEARANCESOFLESSTHAN1/2 INCH(12.7MM)ONTOPS,SIOESANDENDS. 5. WOOOSIDING,SHEATHINGANOWALLFRAMINGONTHE EXTERIOR OF A BUILDING HAVINGACLEARANCEOFLESSTHAN~ INCHES(15:'MM)FROMTHEGR0Ur-!DORLESSTHAN2INCHES(51MM)MEASUREDVERTICALLYFROMOONCRETESTEPS, PORCHSI.ABS,PATIOSLABSANOSIMILARftJRIZONTALSURFACESEXPOSEOTOTHEWEATHER 6.WOOOSTRIJCTURALMEMBERSSUPPORTINGMlllSTURE-PERMEABLEFLOORSORROOFSTHATAREEXPOSEOTOTHE ~~~:(' ~';;_~I~ CONCRETE OR MASONRY SLABS, UNLESS SEPARATED RIOM SUCH FLOORS OR ROOFS BY AN IMPERVIOUS 7.WOOOF~INGSTRIPSOROTHERWOOOFRAMINGMEMBERSATTACHE□OIRECTLYTOTHEINTERIOROFEXTERIORMASONRY WALLSORCONCRETEWALLSBELOWGRADEEXCEPTWHEREANAPPROVEDVAPORRETAROERISAPPLIEOBETWEENTHEWML ANDTHEFURRINGSTRPSORFRAMINGMEMBERS A I GENERAL NOTES ROOM NAME .10.00' ... 0 0 0 & o□I ISi ~ I LJ ~~Fl H ORAINLINE(;:!J OVERFLOW STUDSMIN.SPACINGPERSTRUCTAN□EXT.FINISHMFGR INSTRUCTIONAN□IORLJSTING-SEEEXT.WALLOETAILSANO EXT.POCKETDOORWAU.-TYP.2X6EXT.FRMG.AN02X◄INTERIORFRAMINGW/. ~~L~:;Er:~~:ts:F~:. ~l~\~T~1~'.N$~A{;~~~~~ ::::/~>;~ET FINISHMFGR.INSTRUCTIONANDIORLISTING-SEEEXT.W~LDETAILSANDSTRUCT. 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COOKINll TOP (CMC 920.3,2)-EXHAUST HOOD TO HAVE ~J~~TiM0~~NiN\~R1~~:1~~:~l~c~~-3igigM~srn BEOF !J.::':M~1:TK~t;~\';.;~:'.i~rg:;cv::~ :~1tM~ ~~ ;;;~~~~-~::~y @60PSIPERSECTION4.303.10FCAUlREEN-TRAPANDVENTFORISLANDSINKAND SIMILAREQUIPMENTSHI\I.LBEPERSECTKlN909.00FCPC VANITYSINK-ASSELECTEDPERI.D.,VERIFYWl.I.□.&0WNERLAVATORYTOHAVE24"MIN.CLEARSPACEINFRONTOFIT.(CPC401.0) WI. MAXIMUM FLOW RATE OF 1.2 GPM C ilO PSI ANO MIN. FLOW RATE OF O.&GPMl!l20PSIPERSECTION4.303.10FOOGREEN W.UHER(W)/DllYERID)/ITACKED(WID)-ASSELECTEOPERI.D.,VERIFVW/.1.0.& ~T~RES 6~~~s\~c;;1':~t8BE~~T!~!~~p~:T~L~~~:at::I:~r"E BACKORAFTDAMPER(CMC504.4}ANOSHALLNOTEXCEE014-FEETINOVERAU.LENGTH WITHMAX.OFTW0(2)90-0EGREEELBOW,SUBTRACT2-fEETFOREACHAOOITION~90-0EGREEELBOW.SEEWASHER&ORYERNOTES,REF.T-1.1 TOILET-WATERCLOSETSHI\I.LBEINCOMPLIANGEOFSECTION411.00FCPCANDHAS ~ ~~~~~~ 1~L~:~N'f'~o~5!~t;:1T~tE~\:tr~:;11tJ-:..~lE~;L□SETS ?~:t~~N. (CPC~02.5 & CRC R307)-REF. OOGREEN NOTES ONT SHTS. FOR MAX FlltEPL.\CE-FACTORY-BUILTDIRECTVENTGASFIREPLACEWI.SE~EOCOMBUSTION ~:~:~~T~~~t:~~~~~DF~~~~•1~!1c~E~~~~H~~~l~STING ANDMANLfACTURER"SINSTALLATIONINSTRUCTIONS.(GRCR1004.1) ~~r/i~::~:/·O., POWER, ANO VENTING AS REO'D. BY MFG'R. -INSTALL PER Rl:CUSEDMAINSERVICEPANEL-400AMPMAX.(MAINTAIN31!"CLEARFROMFAGE OF~ANEL TOANYOBSTRUCTION)-GCTOCOOROINATEW/.UTLITYCOMPANY ROOF/DECIIDIIAIN-PERCHIIPTER110FCPC-SIZETHEORAINANDPIPINGPERTAE!LE ~~~~~ ~~~~~~ CPC-ROOF DRAIN SHALL HAVE DOMED STRAINER (CPC 1102.2)-OVElfLIIWOREMERGENCYDRAIN-PERCHAPTER110FCPC-COPPEROREQ.,INSTALL PERMFGR.INSTRUC.,SL□PEDTOWARDIN-WAU.DRAININLETS-SLOPEANDSIZEPER B I ANNOTATION LEGEND BRANDON ARCHITECTS 151 KALMUSDRIVE,SUITEG-1 COSTA.MESA,CA92626 714.754.4040 WWW.BRANOONARCHITECTS.COM PROJECT STATUS CDP PLAN CHECK NO. **(Kl){J-2021'* PROJECT CONTACT BRIANJOWETT THESEOO::WCNl~/JlEJfl:PROPEITTOF~ ARCll!lCJSl'ie..AIIJAREMDTTOIEllJf'll!l,,lUl, A_lIREDffiUJlllEDlljlN(WAYBYAIIYOJHERPARlY MTIOJTTH!EXPRESl!CDl,UJIIRll.m:J,jorl!RAIDCII AAClfl[tTS,/M"IIIWJTIOIIZEDru'\.ICAJIONffi 1.1.lIAATIONOFl\ESEIDl!MENTSlVWl'PAl!fi'IU w:I.ATKWrX'BRANOOIIMCHITECIS[);m'SSED 0:)MMONLAWCOF"IRl'JHTmJQJHE~PR(IIUlY ~i:~1~:l:~!o/J}liNOT OBT/JNINGWRITTlMl,UJIUtlU.TIO!JANDE>:ffl'SSED ~Rl,IIS$IOMl"l'~IJI.QllICJS.WHOSH!.LL JH[ljlEfl:LJH/JUIL!S.SmJMSll.VEDorAm Lnurt'~l'NlllMO/M"USE(flJESEIXCUMENT$ !YSI.CHTHlllP/JITT'WIUHCRDEl'ICIEDffilWl.lD w (..) z w C Cl) w cc: Cl) z ~ w PROJECTADOIESS: 2'2BAYISLAND NEWl'GRTBEACH.CA92661 OWNER INFORMATION: BER~EVANS 1095EA.STGREENSTREET,PASADENA. CA91100 DATE 04/19/2022 REVISIONS NO REVISION D,i,,TE THIRD LEVEL DIMENSION PLAN A-2.5 PA2022-089 ,A-5.0, Tol "7 / 0::: 112 113 l_14_ ROOF DECK REFERTOSHEITA-2.2FOR AOOITOIW.INFORMATION ' f 11 s7 ; I ".-) b. _j ·! : ,i ~--·r:~ ---.-i ~ ~JJ ~a -.11-i al ---.-i /_ .34.72' ~ "7 <l / / ~si ,j _-,11J -_--J] .-; aj al ~:::D"' ~, ~~=====~==~=r===---.-i~===~i~i=L~===~~===~~'7z=~ : , 1 ' ~j _i_, ,i !~ ~e n -4J _3J _sJ l_a_ ,1 L ·~ ~" ~ ~· ~ ~'~-··~ ~ ~ ~ . ARCHITECTURAL ROOF PLAN l _sJ I I j f ~\~~~-:~~ FACE OF STUO (F.O.S.) OR F.-.cE OF SHT'G, (F.O.S.) Tl'l'. U.N.O. EAVE DIMS. AAE FIi.OM FACE OF SHT'6. TO FACE ENCLDUDATTICANDENCLOSEDlAFlDSPACESYENTING;NOTES: 1. ENCLOSED ATTIC AND ENCLOSE□ RAFTER SPACES SHALL HAVE CROSS VENTILATION BY VENTILATION OPENING ~ROTECTED AGAINSTTHEENTRANCEOFRAIN0RSNOWUNLESSTHEYMEETTHEREOOIREMENT0FSECTI0NR!J0!i.5F0RUNVENTEDATTIC ANDUNVENTEDEr«:L0SEDRAFTERASSEMDLIES.VENTILATI0NOPENINGSHIJ..LHAVETHELEASTDIMENSI0NOF1/16"MIN.AHD ~~F~:T~~H!:_SEa:~~M~~I:::~ :~ ~~:~~~-=i~~~~M~=~=H1~;:.E~~~~;•=~-~:ING IN ROOFFRAMINGMEMBERSSH.O.LL~EPERHIEREQUIREMENTOfSECTIONRB02.T.REOUIRED\IENTILATIONOPENINGSSHALL □PENOIRECTLYTOHIEOUTSl~AIRANOSHALLBEPROTEITTEDTOPREVENTHEENTRYOFBIROS,RODENTS,SNAKESAND □HfERSIMILARCREATURES.(R805.1) ~~~~l~MJ~:~ ~~~~ ~~~R~~I:T:A~~ILgR8i ~~~R~~~~A~FT~~~;~~l~::~{t1~~~:~T~:U.~~Jo[TT ANO WHERE MIN . .f0%ANO MAX SO'ii OF TffE REQUIRED VENTILATION PROVIOEO IN THE ~PER PORTION OF THE Arne OR F!AFTERSPACEPERSECTIONR8062HENTHEMINll,I\JMNETFREEVENTLATINGAREAC.t.NBE1/3000FTHE\IENTEDSPACE (R802.2) 3.PROVIDE1"SPACEBETWEENTHEINSULATIIINANOTHEROOFSHEATHINGWHEREEAVEORCORNICE\IENTSPRO'JIDE i>LOCKING,BRIOOINGANDINSl,U,,TIONSHALLNOTBLOGKTIEFREEFLOWOFAIR.(RB06.S) 4.INSTALLVENTI.ATORPERMANUFACTURERINSTRLICTION.INSTALL\IENTlLATORINROOFPERSECTlONR903ANO\IENTLATOR INW/\LLASSEMBLIESPERSECTIONR703.1. 5.FORTHEATT1CWITHVERTICAI.HEIGHTGREATERTflANOREOLL'ILT030"(11ERTICALHEIGlfTMEASUREDFROMTHETOPOF ~;;;G~IST,.;r~zE~; ~~~l'~l~~~~ =:~:~~Ti~;~·=L!~~~~:~~~T~;~T~O=~i~s. IF THEACCESSLOCATEDINTHEWALLTHENHfEWIDTHSIDJLDBE22"ANDHEl~TSOOULOBEJO'"MIN.IFLOCATEDINCEILING THENTHEMIN.UNOBSTRUCTEDHEADROOMINTHEATTICSHOl'-DBE:lll'"mOMTIEBDTTOMOFCELINGJOISTATSOMEPOINT. 1.ROOFDECKSSffALLBECOVEREDWITHAPPROVEDROOFCO\IERINGSSECUREDTOTIEBUILDINGORSTRUCTUREIN ACCORDANCEWITHTIECffAPTER~~TIECURRENTCRC.ROOFASSEMBLESSHALLBEDESIGNEDANDINSTALLEDIN ACCORDANCE WITH THE CHAPTER~ Of CRCAND THE Al'PRII\IEO MANUFACTURER'S INSTRUCTIONS SUCH THAT THE ROOF ASSEMBLYSHALLSERVETOPROTECTTHEBIJILDINGORSTRUCTURE.(Ril03.1) 2.PROVIDEANDINSTALLFLASHINGTOPREVENTENTRYOFMDISTURETOWALLANDROOFASSEMBLIESTiiRUTHEJDINTSIN COPINGS.PERMEABLEMATERIAL,ANDATINTERSECTIONWITHPARAPETWALLSANDDTHERPENETRATIONTHRUROOF.(R903.2) ~j;~l~:i;g~~~l:;:~~N~:G~~\~~~~~t:~:!i:~~~~~T~l!:T~lt:!!~~:~F:~:: ~~ El'.VEOFASLOPEDROOFINTERSECTSAVERTICALSIOCWALL.WHEREFLASHINGISOFMETAL, THEMETALSHALLBECORROSION RESISTANT WITH I'. THICKNESS OF NOT LESS THAN 0.01~ INCH (0.5 MM) (NO. 26 GALVANIZED SHEET). {IW03.2.1) 4.ACRICKETORSAOOI.ESHALLBEINSTAU.EDONTHERIOOESIDEOFANYCHIMNEYDRPENETRATl□NMORETHAN.301NCHES vHs: :~r:it:1:~~~~~:~:~~~:~~gE~~EF~□i~jt:~~~~~%~~R=~~~EB~~~E~~~i~~~R OF 'HTTPS~/COOES.ICCSAFE.ORGII.OOKUP/CRC201~P1_PT03_CH03_SECR30M' SECTION R30e.6AND FLASl£D IN ACCORDANCE WITHTHEMANUFl'.CTURER"SINSTRUCTIONSSfW.LBEPERMITTEDTOBEINSTALLEDWITHOIJTACRICKETDRSADOLE.(jlg03.2) THANTIETHICKNESSOF"TliEPARAPETWALL.(R903.3) ;~L~S~~E~~:~::~~~~~~;::~ ::: Zt~:~:tM:~~%~L~~~l~C::~%~~1 ~R THE SCUPPERSSIW.LBEPRCMDEDPERSECTIONRQ03.4.1.(RQ03.~) MISC.NOTE$: 1. INSTALLROOF PERROCl'ING MFG'R.SPECS&INSTALLATKJNGlllDELltE 2.1'.RCH.TOAl'PV.SIZE,CDLOR&PROFILEOFEA\IE&RAKECOMPOMcNTS.G.C.TOPRO\IIDEMOCK-UPS. ~-UN\IENTED ENCLOSEDRAFTERASSEMl>LY:NO INTERIOR CLASS IVl'.PORRETMDERSHALLBE INSTALLED ON THE CEILING SIDE ~:~~~)OFTHEUNVENTEOATTICASSEMILYORONTHECEILINGSIDEOFTHEUN\IENTEDENCLOSEDROOFFRAMINll A I GENERAL NOTES 1 SLATETILEROOFING-REF.MAT.SCHEDULESHT.A-4.D 2 SHIPLAPSIDING,FINISHASSELECTED-REF.MATERIALSCHEDULESHT.A-4-0 3 GUTTER-ALUMINLIMW/.lffiiARflNISH,SflAPEMSEL-l'ROVIDESHOPDWGS.TO.t.RCH DOWNSPOIJT-ALUMINUMW/.KVNARFINISHOREQUIV.-ASSEL(ARCH.TOI\PPRO\IE) FASCIA-AACHTOAPPV BOUNDARYLINE EASEMENT LINE 10 FRONTYARDSETBACK 11 DECKDMIN-SLOPE2111MIN.-REF.DTL11/AD-1 12 EXTERIOR GUARDRAIL-MIN. 42'HEIGHT-~'WJC.SPHEREOPENING.REF. DTLo4/llll·1 1S WOODCAl'-AACH.TOAPPV .• G.C.TOPRDVIDEMOCKUP 14 WESTCOATALXWALKINGDECKANDRCOCOVERINGSYSTEMRATEDCI.ASS"A"ASSEMBLYPERICCfESR-2201.REF.WIT B I KEYNOTES BRANDON ARCHITECTS 151 KALMUSDRIVE,SUITEG-1 COSTA.MESA,CA92626 714.754.4040 WWW.BRANOONARCHITECTS.COM PROJECT STATUS CDP PLAN CHECK NO. **(Kl){)-2021'* PROJECT CONTACT BRIA.NJOWETT THESEOO::WCNJ~l,R[JHEPROPEITTOF~ ARCll!lCJSl'ie..AIIJARENDTTOIEllJf'll!l,,ll'D, A.TI:REDffiUJlllEDlljlN(WAYBYAIIYOJHERPARlY MllOJTTH!EXPRESl!CDl,UJIIRll.m:J,jorl!RAIDCII AAClfl[tTS,/M"IIN.',IJlJOIIZEDru'\.ICAJIONffi ,.mAATIONOFl\ESEDn!MENTSrvWl'PARlYIU W:U.TI<Wor BRANOOIIMCHITECIS[);m'SSED COMMONLAWCOF"IRl'JHTmJQJHE~PR(IIUlY ~i:~1~:l:~!o/J}liNOT OBT/JNINGWRITTlMl,UJIUtlll.TIO!JANDE>:ffl'SSED ~Rl,IIS$IONl"l'~IJl.(l1TI:CJS.WHOSH!.LL THE!jlEHELJH/JUIL!SSmJMSll.Vrnori,m Lnurt'~l'NlllNO/M"USE(J'lJESEIXCUMENT$ !YSI.CHTHlllP/JITT'WHETHCRDEl'ICIEDffilWl.lD w (..) z w C Cl) w cc: Cl) z ~ w PROJECTADDIESS: 2'2BAYISLAND NEWl'GRTBEACH.CA92661 OWNER INFORMATION: BERNEEVANS 1095EA.STGREENSTREET,PASA.DENA. CA91106 DATE 04/19/2022 REVISIONS NO REVISION ROOF PIAN A-3.0 PA2022-089 l _.._:~: RIDGE HT. ---------'-<---- , 1t, ROOF PLATE .,,.37.52' -,THIRDLEVELF.F. '·'31.02' ~~D~!, I&,§. :,/1:, ~~~'D LEVEL FLDDl PLATE -----.--- !It. SECONOLEVELF.F. •--21.26' .-·1t,SECONOLEVELT.O.S. .... 21.13' L" -------..-~ :J": ~:ND LEVEL FLOOR PLATE,-- ' ~ ~ ' -:I] --' ,. NORTH ELEVATION L1,1Q' :,l, 34.7' ----------------------- ·1t,MAX.RIOGEHT . ... 43.61' ;.-,-.-:7~:PLATE _____________ _ ~:~~~LEVELF.F. ~rj,llil,_T~. -.'!~~~LEVELFLOORPLATE ~:~:NOLEVELF.F. ~:~;;NOLEVELT.O.S. -.'!~;~NOLEVE.LFLOORPLATE ~ ~t;R FllSTLEVEL F.F. ";/", ~::7~R FllST LEVEL T.O.S. ~~D-:,~EPLANE 3 EAST ELEVATION 394B'T.0.CHIMNEY? ~~~ ·-~ --'"1 f ' ::.. 3633' :,l,; 41.48' ./': 41.10' ~ -----------------------------------------------------------------~ - 110 THIRDLEVELF.F.,11; ----------------------~ -_I_ -THIII.OLEYEL T~;.; ---------------------------7 THIRD LEVEL FLOOR P~;~, s SECONOLEVE\~_~,~ SECONDLMLT2;};,~ SECOND LEVEL FLOOR P~~ ~ FllSTLEVELF.F. • , I 10.00··1 _ F~!,~T~~½--S THIRDLEYEL3~:2'~ ~ ______ THIRDLEVELT!~ _J THIRDLEVELFLOORPLATE.- 291l1'C# SECOND LEVE;~~-~ SECONDLEVEL\i:1~.~ ---7 SECOND LEVEL FLOOR PLATE_, 20.os·C• UPPERFIRSTLEYE~~!',~ UPPERFIRSTLEVELT;~:a~-~ GRAOEP~.:~.~ FIISTLEVELFLOORPi:~~ :~~l~~EDD~;~~~=uii~iU~~i~ .I.DDRESS ~~;~DESIGNCEMTER2915REDHILLAVE,SUITEF1□4,C□STAMESA,CA92e2!1 206-666-211,;1 EMAIL: .,, =~::st ::=t~~GSUPPLY.COM ALUMINUMCLADWINOOWS&PATIOOOORS r.lANUl'ACTURER: JEL□-WENWIN□□ws&OOORS PRODUCT· CUSTOr.lCCUECTlON ADDRESS 3250 LAKEPORT BLVD. P.O. BOX 1329; IQ.AW.TH FALLS, OREGON ~7601 541--8~4-3331 WWW.JELD-WEN.COl,I r.lULTISLIDE□OORS&STOREFRONT r.lANUl"ACTURER: WESTERNWINOOWSYSTEMS PRODUCT· SERIES600&STOREFRONTSYSTEMS ~~~~ ~~g:8;~~ ST., PHDENIX, Iv. 860ol0 WEB WWW.WESTERMWINOOWSYSTEMS.C0"4 WOOOSIOI~: r.lANUl"ACTURER: JAMESHARDIEDUILOINGPRDIXJCTS,INC. :::~ ~:i~~:i::~VENUE, FCfflAHA. C.O,, ~337 ~~~TION: :~l~;;:-~~~~~RDS: WHITE (ARCH TON'PV. SAMPLE) CODE ICC#ESR-2290 r.lANUl"ACTURER· JAMESHARDIEBUILOINGPROOUCTS,INC :::~ ~:i~~!~!VUILl:, FCHTANA, CA, 92337 ~~TION: :tR~:!.~o~~~OS:WHITE(ARCHTON'PV. SAMPLE) CODE ICC#ESR-2290 EXTERIOR WOOD SHINGLES: r.lANUl"ACTURER· TBO SPECIES: ~:~~~f!/~~OR'ACLEAR') TREATNENT: STAIN&SEAL,ca.ORM>SEL.(ARCH.TOAPPV.)SCORE&llACK-PRIMEASMEEDEO ,',PPLIC,',TION: PERDETAIL16/,0,0-1,NOEOOEEIOARDS,MITEREO'S"-WTOOTH'CORNERS16"SHINGLESW/.7.5"EXPOSEO EXTERIORACr.lPANELING: ALUCOBONOOREOUIV TYPE: ACll!METALPANEUNG COLOR: BLACK STONE VENEER r.lANUl"ACTURER: STONETYPE· THICKNESS: WEIGHT: COLOR: APPLICATION: '"'' ;'.~~.T~:-ii~ED (ARCH. TO VERIFY} <10PSF LT.BEIGE&WHITE,COLORGROIJTTOMATCH ~N::~1~~• RUSTICGRM(ARCH. TOAPPV,) LIGHTWEKHfTCONC.TLEROOFING ~-~~:~~~~G~~~-SAMPLES) COLOR: 1':il0ll.822.6000 WWW.EAGLEROOFING.COM TOBEAPPROVEDBYARCH.&CMINER APPLICATION: "" CLASSA.ASSEM'LY.ICCESR-1900 "'" WEIGHT'. APPX.10PSF MATERIAL: METAL-GOPPER/,0,LUM.PAINTEOKYNAR SHAPE: HALFROUNDJSOUARE(5")[VERIFVWI.ARCH.) GARAGEOOORS: SUPPLIER RANCH HOUSE DOORS WWW.RANCHflOI./SEOOORS.COM CIJSTOr.l CUSTOr.lBUILT,WOOO&GLASS W,',TERPROOFDWIMEMBRANE r.lFGR: WESTCOAT ADDRESS 770GATEWAYCENTERORIVE,SANOIEGO,CAll2101 ::~:ON ~:-~:~0s~~~~~:~10N-COMBUSTIEILE CODE ICC:l'ESR-2201 IL.A.SclNG&WEATH~RSTRIPPINO :~Euc:~:i:c~E;l~!:c~N~~~~~:~o~~~~~ :tM~T~~E~iN~!c~~~~t:s~~l~~~6E~lt OZ.) GALVANICCORROSION.VERIFYWI.ARCflTECT/WfUNCONVENTIONALEMLOPEWATERPROOFINGAREASPRIORTO INSTALLATION 1.FENESTRATIO~MUSTHAVETEr.lPOAARYANOPERMANE~TL.AllELS. 2. REF. ROOF PLAN (,0,-~.0) F□RALL PLATE HTS. I, RIDGE HTS A I MATERIAL SPECIFICATIONS B I GENERAL NOTES 1 SLATETILEROOFING-REF.MAT.SCHEl>l.l.ESHT ,0,-(_Q WOOOSHINGLE5101NG-REF.W.TERIALSCflEOULE5HT.A-4.0 SHIPLAPSIOING,FINISHASSELECTE□-REF.MATERIALSCHEDULESHT.A-40 \IERTlCAI.SIDING,FINISHASSELECTED-REF.MATERIALSCHEOIJLESHT.A-4.0 WOODPANELSIDING-EXT.GRA□EM□x,PAINTASSEL.,REF.MATERIALSCHEOULESHT.A-4.0 7 E,:,TERIORGUAR□RAIL-Mitt~THEIGHT-~"MM.SPHEREOPENING,REF.OTL4/AD-1 I OOWNSPOIJT-ALUMINUMWI.KYNARFINISHDRE□UIV.-MSEL.(ARCH.TOAl'PI\OVE) I GUTTER-ALUMINUMW/.KYNARflNISH,S~PEASSEL-PROVIOESHOPDWGS.TOARCH 11 ~~:~::T:~~":=y~~r:i~~~r::r~~:O~~~!~~:~;:g~:~ ~:CELt~oA:J:ffirn rnE SPECIFICF/IC.BLT.CHIMNEYSYSTEr.lANDAREINSTALLEOINACCORDANCE\11/MFGR.INST.INSTl!UCTIONS.CMCeaH.H) 12 WOODCAP-ARCH.TOAPP\l.,G.C.TOPROVIDEM□cKUP 13 STONE\IENEER-REF.MAT.SCHEOULESHT.A-<4.0 14 6Jl100EGO.TIMBER-CHAMFEREDGESAPPX.112",PAINTAS3EL. 15 CHlll4NEYS~LEXTENOATLEASTZ'HIGHERTHANMYPORTIONOFTHEBUILDINGWIIN.10',BlJTSHALLNOTBELESSTHAN 8'AIN.THEHIGHESTPOINTWHERErnECHIMNEYPASSESTHRUTHEROOF(CBC2118.9) C I KEYNOTES BRANDON ARCHITECTS 1fi1 KALMUSDRIVE,SUITEG-1 COSTAMESA,CA92626 714.754.4040 WWW.BRANOONARCHITECTS.COM PROJECT STATUS CDP PLAN CHECK NO. .. (XX]0-2021 .. PROJECT CONTACT BRIANJOWETT TIUEC>DJI.ICNJ~l,R[Jfl:PROPEITT,X~ MCllllCJSl'ie.,AIIJAREMDTTOIEll.lf'lCl,,TED, A.TI:REDffiUJlilEDitj-WAYBYAIIYOJHERPARlY WlllDJTTHE[XPRESlEDl,UJIIRIZA!KJj(J'lflAIDCII AACll!EtJS.-IIN.',IJlJOIIZEDru'\.C/,,JIONffi l,Jlfl\l,JION,Xl\FfiFIJD!l,l'NTllVll/iPARlYISA w:LJ,JKW(J'BAANOOIIMCHrrrr:rs0;mc1SED COMWONLAWCOP'IRKJHJ,IWOJHERPIUJPE~TY IOOlf!STH~O,AIDIS!ll!.l'CTTOfll..CK IWllllllAIIDP'EiV,LTU.THfSErtJ\ISIIMc"-SONOT TOSEASSEIIEDTO!INTlllll,ARTYWITMCl/1 OBTAININGWRITTlMl,UJIUtlU.TIONIINDE>:l'RESSED P'EP.\IIS~l'!'llR',l(QAAQITECT!,WHOSH!.LL JH[lj!IEHELJHARl/l!S.Sl,IIJMSll.\'ED(J'l.m lnurt'REl'N\l:lNG-U$E,XTJE$EOOCUolENT$ !YSUCHTHllllPrnYWIETH:RDEPICTEDORll,l'I_ED w (..) z w C Cl) w ct:: Cl) z ~ w PROJECTADDlESS: 22BAYISLAND NEWPGRTBEACH,rl\92661 OWNER INFORMATION: BERIEEVANS 1095E.l.'lTGREENSTREET,PASA.DENA, CA91100 DAH 04/19/2022 REVISIONS NO REVISION EXTERIOR ELEVATIONS A-4.0 PA2022-089 __________ MAX.KIDG~~6~ •• --..-. 39.48'T,D,CHl\1NEY?, ~:7c:PLATE :~~l~~EDD~;~~~=uii~iU~~i~ .I.OORESS ~~;~DESIGNCENTER2915REDHILLAVE,SUITEF1□4,C□STAMESA,CA92e2!1 EMAIL: .,, 206-666-211,;J =~::st::=t~~GSUPPLY.COM ALUMINUMCLADWINOOWS&P ... TIOOOORS r.lot.NUl'ACTURER: JEL□-WENWIN□OWS&OOORS PRODUCT· CUSTOr.lCCUECTlDN ADDRESS 3250 LAKEPORT BLVD. P.O. BOX 1329; IQ.AW..TH FALLS, OREGON ~7601 541--8~4-3331 WWW.JELD-WEN.COl,I r.lULTISLIDEDOORS&STOREFRDNT r.lANI.J'ACTURER: WESTERNWINOOWSYSTEt.1S PRODUCT· SERIES600&STOREFRONTSYSTEMS ~~~~ ~~g:8;~~ ST., PHDENIX, Iv. 860ol0 ~!i-t-LM!!I, -----------_ _.,._~h -----------------------------------------------------------------------------c."fc:s;F WEB WWW.WESTERMWINOOWSYSTEMS.C0"4 • THIRDL ''31.02' I ,~THl~...ill:EJ,1.Q,_S,_ __ _ ~B9' .,-.THIRDLEVELFLOOKPLATE ---•·:29.Bl' .SECONDLEVELF.F. •-;21.2e· L ,-.SECDNDLEVELT.D.S. _ •>21.13' SECOND LEVEL FLOOR PU.TE 20.05' •GRADE PLANE • '10.61' • FIRSTLEVELF.F. •>10.ocr ~-l~'r~v~L.!:Q.~ - .,.FIRSTLEVELFL00RPLATE •·s.79' \ 1 ' SOUTH ELEVATION _15J 15 ~: - - - - - - - - - - - - - - - - - - - - - - - 14 I c-r-,8 l;Cc:=:c ~~~~~;~~~~~;;i;;i;i,;i_:_~-~-=-~_::_::_;:_~_;;_::_~_::_:_::_~J:~=:~:::~~~~t~;a::: '°==~· J!J --------\_ -- 13 f===~===r='===:======i= :_ii] , T ~==============!=='--------=, -----T , THIRDLEVE~~;-,s _Jl!!fil!'=.E'ru.J~-~ THIRDLEVELFLDDRPLATE 4 29.81' \ .• WOOD SIDING; r.lANI.J'ACTURER: .Lt.MESHARDIEDUILDINGPROOUCTS,INC. :::~ ~:i~~:i::~YENLIE, FCfflAN,\ C.O,, ~337 ~~~TION: :~l~;;:-~~~~~RDS: WHITE (ARCH TON'PV. SAMPLE) CODE ICC#ESR-2290 w.NUl'ACTURER· .Lt.MESHARDIEBUILDINGPROOUCTS,INC :::;'5 ~:i~~!~!VENI.£, FCHTANA, CA, 92337 ~~TION: :tR~:!.~o~r:..:.,,,.~DS:WHITE(ARCHTDN'PV, SAMPLE) CODE ICC#ESR-2290 EXTERIOR WOOD SHINGLES: r.lANI.J'ACTURER· TBD -' ~-c-r~,--=~~--r,,-,--,----1-+ e=====I====== ili ~ ; i DIJ& __[_ -"/i-~LIL~l_j -. ~ s's-- - - - - - - -~ --(] $~~~~$'3$,~~ }-t-'tJc~=~~ l_c:;£;:_~~¼+ ---s----~, -~"~"~'~"~"~",~~25~•-.~11.•I :::~NT: m::~~~/Ef ~RS•:L~::. TOA~.)SCffiE& BACK-PRIME AS MEE~□ ;;;'-- - -~ Ill J~ :1~~¥~~~~~~~~~~~~~ -~ll_[~l~l~tJfc~J-------r,--- SECOND LML T 2~--1~-, ..-., ... PPLICATION: PER ~T ... IL 16/AD-1, NO EOOE BOARDS, MITERED 'SAWTOOTH" CORNERS 16" SHINGLES WI. 7.5" EXPOSED I Y±& Yrr ~ 7 SECDNDLEVELFLDDRP~;: • ..-. PL _gj ?iJL =====cr===t=-1rJ ~]~IJl_:J~ i' ~ '1' Ii, ,I-~----.-----~#~J ,II-/ ¢1-y1, I -~C,M=ct LJ L liJ1 JL IJ I ~ $> I~ t~I ....,,..UPPEKFIRST LEVELF.F. .-.MAX.RIDGE HT . • ,43.61' ;/l{7~:PLATE -----------------------------------36.33' ~-----[<· ~I1H~~LEVELF.F. ~"fill'_EL_T_,Q,!. ~~H!~LEVELFLDDRPU.Tf. ~:1~NDLMLF.F. ~~E:NDLMLT.D.S. ;/) ~~NDLML FLOOR PU.TE .,-. GIIADEPLANE ., 10.61' -.FIRSTLEVELF.F. •10.00 ~S!~L_TM, .,-. FIRSTLEVELFLDDRPLATE ._8.79' ( 2 , WESTELEVATION ' ___ I 11.00' --,-1' -----I =I I -I I -1 -'"":ERFIRSTLM__LTO.S.(',i THIRDLEVEL3~_;2,~ _--__ THIRDLEVELT;~½-6 THIIID LEVEL FLDDK p!:I~ ~ SECDNDLEVEL2~~' ~ SECONDLEVELT2;_·1~,~ --SECDND LEVEL FLDDRP~~ ~ FIRSTLEVE~~-~ ---. " I EXTERIORM:r.lP ... NELING: ALUCOBONDDREOUIV TYPE: M':ll!METALP.o.NEUNG COi.DR: BLACK STONE VENEER r.lANI.J'ACTURER: STONETYPE· THICKNESS: WEIGHT: COLOR: ... PPLICATION: '"'' ;'.~~.T~:-ii~ED(ARCH. TO VERIFY} <10PSF LT.BEIGE&WHITE,COLORGROIJTTOMATCH ~N::~1~~-RUSTICGRM(ARCH. rnmv.) LIGHTWEKHfTCONC.TLEROOFING ~-~~:~~~~G~~~-SAMPLES) COi.DR: P:il0ll.822.6000 WWW.E.-.GLEROOFING.COM TOBEAPPROVEDBYARCH.&CMINER APPLICATION: "" CLASSAASSEM'LY.ICCESR-1900 "'" WEIGHT'. APPX.10PSF W.TERIAL: MET ... L-COPPER/ALUM.PAINTEOKYN,O,R SHAPE: HALFROUNDJSOUARE(5")[VERIFYWI.ARCH.) GAAAGEOOORS: SUPPLIER RANCHHOUSEOOORS WWW.IWICHflOI./SEOOORS.COM CUSTOM CUSTOMBUILT,WOOD&GLASS WATERPROOF DECK MEMBRANE r.lFGR: WESTCOAT I\DDRESS 770GATEWAYCENTERDRIVE.SANDIEGO.CAg2101 ::~:ON ~:-~:~GS~~~~~;~)ON-COMBUSTIEILE CODE ICC:l'ESR-2201 fl.ASclNG&WEATHERSTRIPPING :~Euc:~:i:c~E;l~!:c~N~~~~~:~□~~~~~ :tM~T~~E~iN~!c~~~~t:s~~l~~~6E~lt OZ.) GAI.VANICCORROSION.VERIFYW/.ARCflTECT/WfUNCONVENTIONALEMLOPEWATERPROOFINGAREASPRIORTO INSTALLATION 1.FENESTAATIO~MUSTHAVETEMPOAARYANDPERw.NENTL.AllEL.S. 2. REF. ROOF PLAN (A-~.O) FOR ALL PLATE HTS. & RIDGE HTS A I MATERIAL SPECIFICATIONS B I GENERAL NOTES RECESSEDMAINSERVICEPANEL.400AIN'W.X.(Mi'IINTAIN36"CLEARFROMF ... CEOFPANELTONMOBSTRL/CTION) SLATETILEROOFING-REF.MAT.S(ljEl>l,l.ESHT .... (.0 WOODSHINGLESIDING-REF.W.TERl,l,I_SCHEDULESHTA--40 VERTICALSIDING.FINISHMSELECTED-REF.h\ATERL'J.SCHEDUI.ESHT .... -4.0 WOODPANELSIDING-EXT.GRADEMDX,PAINTMSEL.,REF.MATERIALSCHEDULESHT.A-4.0 KYMRPAINTEOALUMINUM-REF.tM.T.SCHEDULE ... -4.0 7 STONEVENEER-REF.rMT.SCHEDULESHT .... -<4.0 8 CHIMNEYSH,t,LLEXTEND ... TLEAST2'HIGHERTIWINf'fl'OIUIONOfTHE8UILDINGW/IN.10",BUTSHALLNDTBfLESSTHAN 3' MN. HE HIGHEST PDINTWHERE TlE rn!MNEY Pl<SSESTHRU THE ROOF (CDC2113.9) 9 ~~~~:T:~;~~::t~r:iJ~f~f~~~~a:J.i~:=M~\:~:~:LLELt~"':J:~TH mE SPECIFICFN:.IILT.CHIM"-cYSYSTEMANDAREINSTALLEDINACCORMNCEW/.MFGR.INST.INSTlll.lCTIClNS.CMC!!02.4.2.4) 10 SHIPLAPSIDING,FINISHASSELECTED-REF.MATERIALSCHEOULESHT.A-4-0 11 EXTERIORGUARDRAIL-MIN.42'HEIGHT-4"MAXSPHEREOPENING,REF.DTI_ol'-'ll-1 12 GX10DECO.TIMBER-CHAMFEREDGESAPPX.1t.!".PAINTMSEL. 13 OOWNSPOIJT-ALUMINUMW/.KVNARFINISHOREQUIV.-MSEL(ARCH.TOI\PPROVE) 1, GUTTER-ALUMINUMW/!miARFINISH,SHAPEMSEL-PROVIDESHOPDWGSTOMCH U FASCIA-AACH.TOAPPV C I KEYNOTES BRANDON ARCHITECTS 1fi1 KALMUSDRIVE,SUITEG-1 COSTAMESA,CA92626 714.754.4040 WWW.BRANDONARCHITECTS.COM PRDJECTSTATUS CDP PLAN CHECK NO. .. (XX]0-2021 .. PRDJECTCONTACT BRIANJOWETT TIUEoo::IJI.ICNT~AAETfl:PROPEITT,XSR,',M'.:ffi MCllllCJSl'C.AIIJAREMDTTOIEll.lf'lCl,,TED, A.TI:REDffiUJlllEDitj-WAYBYAIIYOJHERPARlY WlllDJTTHE[XPRESlED/,UIIIR\ZAIK}j(J'lflAIDCII AACll!EtlS.-IIIWJTIOIIZEDru'\.C/,,JIONffi l,Jlfl\l,JION,Xl\FfiFIJD!l,l'NTllVll/iPARlYISA w:I.AJKW(J'BAANOOIIMCHrrECTSE>;m'!SED COMWONLAWCOP'IRl'JHJ,IWOJHERPIU)PE~r," IOOlf!STH~O,AIDIS!ll!.l'CTTQflL CK LWllllllAIIDP'EiV,LTU.THESErtJ\ISl'Nc"-SONOT TQSEI.SSEIIEDTO!INTlllll,/,RlYWITMCl/1 OBTAININGWRITTlMl,UJIUtlU.TIONIINDE>:l'RESSED P'EP.\IIS~l"!'llR',l(QAAQITECT!.WHOSH!.Ll JH[lj!IEHELJHAIUIL!S.Sl,IIJMSll.\'ED(J'Am lnurt'REl'N\l:lNG-U$E(J'TJE$EOOCUolENT$ !YSUCHTHllllPrnYWIETH:RDEl'ICIEDORlt.l'I.ED w (..) z w C Cl) w ct:: Cl) z ~ w PROJECT ADDRESS: 22BAYISLAND NEWf'(]RTBEACH,rJ\92661 DWNERINFDRMATIDN; BERIEEVANS 1095E.l.'lTGREENSTREET,PASADENA, CA91100 DAH 04/19/2022 REVISIDNS NO REVISION EXTERIOR ELEVATIONS A-4.1 PA2022-089 ~ ~:'.::RIDGE HT. -----------------------------------------------------------1-------------------------------------------------------------------------------MAX.RIDG:3~ .• ~ (,/':,ROOFPLATE 3752' ,,--. MAX FLAT HT. ,._,.34,61' /• THIRDLEYELF.F. ·--31.02' ..... ~:LEYELT.O.S. ,;,/'J;:!~LEVELFLOORPLATEI .,--.SECONDLMLF.F. .-:::'21.26' L _;•SECONDLMLT.O.S. _ .-:::'21.13' ' ' .;/". SECOND LEVEL FLOOR PLATE -20.05' (,/':, ~t~~RFIRSTLEYELF.F. (,/':, ~::7~R FIRST LEVEL T.O.S. •FIRSTLMLT.o.s.l .:9.87' 1 , TRANSVERSE SECTION 1 •MAX.RIDGE HT. •·43.61' ' ~ -\r,-7,......,,----,,--""l'-~pil'---~¾ -~ -~~¢::;:::~'''""lil==F ' THIIDLEVE~~-i-~ THIRDLEVELT!.-;.~ THIRDLMLFLOORPLATE_. 29.81'~. SECOND LEVE;~-~-~ SECONDLEYEL1;,~:1s3.~ ---SECONDLEYEL FLOORP!:.~, ~ FIRSTLEVE\~_~(llj, ~-~T_L~!-~ FIRSTLEVELFLOORPU.TE_. 8.7~::• ROOF DECK !lil: ~ # FIREBLCX:KINGANDDRAFTSTDPPINGS~BEINSTALLEDTOCUTOFFALLCONCEALEDDRAFTOPENINGS(l!OTliVERTK:ALANO HORIZONTAL)ANOSHALLFORMANEFFECTIVEBAARIERBElWEENFLOORS,BETWEENATOPSTORYANDAROOFORATTICSPACE, :~~!'r'!t}~~~~i;~?e:•:l~~:~~g ROOF SPACES ANO FLOOR-CEILING AflSEl,IBUES. THE INTEGRITY OF ALL FIRE .,,,, .. ,,,,,.,,, .. , .. ,. ~ 0 ,o· 0 I" :0 0 I' 0 .,. . . ' ' . ,, "' . ,.., ,. ,,., ,., ... ,., ,.,., ... ,' . . ,. o: " " I• II I " I: I WALLSHAVINGPAAAI.LELORSTAGGEREOSTUDSFORSOUND-TRANSMISSIONCONTROI.Sfl,&.LLHAVEFIREBLOCKSOFBATTSOR BLANKETSOFMINERALORGLASSFIBEROROTilER/\PPROVEDFLEXIBLEMATERIALS. -":'.'::""'"'· ------------------------------------------------------------------f-------------------------------------------------------------""·""~":,·c",; fLOOR-CEILINGAIIEMILIES DRAFTSTOPSSHALLBEINSTALLEDINFLOOR-CEILINGASSEMBLIESOFTHEBUILDING.SUCHDRAFTSTDPSSHAI.LBEINLINEWITH WALLS SEPARATING INDMDUAL DWELLING UNITS FROM EACH OTHER AND FRCM OTilERAREA'l. BRANDON ARCHITECTS ~RDaFPUTE 37.52' .--. MAX FLAT HT. • ;34.61' ~:~~~LfYELF.F. (;/', ~~~ LEVEL T.O.S . ~~~~LEVELFLOORPLATI 'l:,:~NDLEVELF.F. ~:~~NDLEVELT.O.S. ~ ~:ND LEVEL FLOOR PLATE---~~,'!iRFIRSTLEVELF.F. ~~:.::RFIRSTLEVELT.O.S. l39,56'T.O.CHIMNEY .. , -11 -11 -11 -11 -11 -11 -11 -11 -11 -11 -11 -11 -11 -11 -11 -11 -11 -11 -I -I~ I~ I~ 111 I~ I~ I~ I~ I~ I~ I~ I~ I~ I~ I~ I~ I~ I~ I~ I~ L 2 TRANSVERSE SECTION 2 t 41.1(1 ~ ' ' ' ATTICS ~~!1"~i!::~ ~E ~~~;:t~~~l~~T~~~~~~~~~H~:~~Jt/:~E1:~:~~ ~: ~~~ ~;~~~;IMILAR INDIVIDUALDY,HLINGUNIT8FROMEAGHOTHERANOFRDMOTHERU.SES DRAFTSTOPPINGMATERIALSSHALLNOTBELESSTHAN½--INCHGYPSUMl!OARD,313-INCHWOODSTRUCTURALPANEL,31!!-l~H TYPEZ-MPARTICLEBOARDDROTHERAPPROVEDMATERIALSADEQIJATELYSUl'PORTED OPENINGSINTHEPARTITlONSSflALLBEPROTECTECBYSELF-tLOSINGDOORSWITHAlJTOIMTICLATCHESCONSTRUCTEDAS REOUIREDFORTfEPARTITIONS . A I FIRE-BLOCKING & DRAFT STOP NOTES 1fi1 KALMUSDRIVE,SUITEG-1 COSTAMESA,CA92626 714.754.4040 WWW.BRANOONARCHITECTS.COM PROJECT STATUS CDP PLAN CHECK NO • **(Kl){J-2021'* THIRDLEVEL3~_;2, ~ """~-n•-,.---,-------------------t--------1 THIRD LEVEL r:_:s·, s ~~:~g~~i:oRLAAGER ~:~~:~: ::~E:v::rm ' I THIRDLEVELFLOORP!;:.~,s SECONDLEVEL2~-~-,~ SECOND LEVEL r2~};, ~ --7SECONDLEVELFLOORPLATE11 20.os'·,.• NOTES: 1.REF.T-24REPORTFORMOREINFORW\TION 2.PROVIDEBIDFORINSULATIONOFENTIREHOME "TOTALR-VALUEINCLUDINGTHERIDGIDANDSPRAYEDAIR-IMPERMEABLEINSULATIONWHEREOCCURSFORUNVENTEDASSEMBLY UPPER FIRST LEVE~~-~'~ 1------------------------1 UPPER FIRST LEVEL T;~_:;, ~ B I INSULATION SCHEDULE ROOM NAME .(~ A-sl.O \AD-1.0' ~ ~ 000 & = = = c=:::::=J k, & ,si c::::::J flltERATEDCEILINGAIS'Y-REF.DTLS.T/AD-1.0 1-HRI\ATEDIIITCONDITION-REF.DTLS.7/AD-1.0 1-HII\ATEDEXTCONDITION-REF.DTLS.Tl.l,D-1.0 CONCIID'EWALUl1lDIUMDECl-PERSTRUCT.IIEF.STRLICTOWGS -FOR SLAB ON GRADEPROVIDEBASEPERR500.2.2ANDVAPORRETARDERPERR~06.2.3WI. CAPILLARY BREAK UNVENTEDRCOFASSEMBLYIIOIJFFRAMl!IG-PERSTRUCT.,REF.STRUCT OWGS.-UNVENTEDASSEMBLYTOCOMPLYWI.SECTKJNl!ll[J6,50FCRC,AIR-VIIITEDROOfASSEMILYRODffRAMING-PERSTRUCT.,REF.STRUCT.OWGS-~~~~IC~~;;!,~J~1IO:i~~;:grlON RB06 OF CRC, SEE ROOF l'LAN SI-EET A-3.0 =i~~:~g~~~:T~NV~~~s~~IO~~~:~;~Eg~~~~:~o: ~:r~OR C I ANNOTATION LEGEND THESEOO::WCNl~/JlEJfl:PROPEITTOF~ ARCll!lCJSl'ie.,AIIJAREMDTTOIEllJPl.l!l,.ll'D, A_ll'REDffiUJlllEDlljlN(WAYBYAIIYOJHERPARlY MllOJTTH!EXPRESl!CDl,UJIIRllAla,j(J'l!RAIDCII AAClfl[tTS,/M"IIN.',IJlJOIIZEDru'\.ICAJIONffi 1.1.lIAATIONOFl\ESEIDl!MENTSlVWl'PARlYIU w:I.AJKW(J'BRANOOIIMCHITECTSE>;m'SSED COMMONLAWCOP'IRKJHTmJQJHE~PR(IIUlY ~i:~1~:l:~!o/J}liNOT OBT/JNINGWRITTlMl,UJIUtllATIO!JANDE>:ffl'SSED ~RI.IIS$IOMl"l'~IJl.(lmCJS,WHOSH!.LL JH[ljlEfl:lJH/JU/l!SSmJMSll.VEDorAm lnurt'~l'NlllMO/M"U$E(flJE$EIXCUMENT$ !YSlCHTHlllP/oJITT'WIUHCRDEPICTEDffilWl.lD w (..) z w C Cl) w cc: Cl) z ~ w ~----------------------------~ _______ ROOFP~:~ ;J";:~:LEVELF.F. ;J";~~'!°LEVELT.O.S. •THIRDLEVELFLOORPLATE -.._,29.B1' _"--::-~ ::-_ __-_:: ~-::-~ =-:_ _--::: ~-::-~ ::-_-__-_:: ~-::-~ ::-__ --::: ~ -~-T---:------:-ffJ{;ff;~t~=i:=!~=-::--:r::"-=~0=-~-::-::::::::•::i ::::::::'.:'.:'.:'.:'.:'.:'.'.'.'.='.:'.::'.'.:'.:'.::::'.=::::=::::=:=::,.~_ 1" _J THIRD LEVE\~;-, ~ ~" _ THIRD LEVEL T !.!·, ~ -------~---7 THIRDLEVELFLOOII.PLATE• 29.a1' rw PROJECTADDIESS: 2"2BAYISLAND NEWl'GRTBEACH.CA92661 ~:1~NDLEVELF.F. %~f~~.!:.l_O,_S:_ -. SECOND LEVEL FLOOR PLATE I .,,20_1)5' ,, .• FIRSTLEVELF.F. il.,·10.00' ;J";:_~~TLEVELT.O.S. •FIRSTLEVELFLOORPLATI •-a.79' 3 LONGITUDINAL SECTION I-;-[ I STUDY [ H BEDROOM 2 BALCONY rl t ~ ::-i;i, i ;,. ➔ I SECONDLEVEL2~-~-,~ _S~C~L_EV..!!:J . .!J.S.~--, 21.i"f"°'Y SECONDLEVELFLOORP~~~ UPPERFIRSTLEVE~~-~-,~ ~P!:R~!~L_T~ FlllSTLEVELT.~.aSr:-. D I KEYNOTES OWNER INFORMATION: BERNEEVANS 1095EASTGREENSTREET,PASADENA. CA91106 DATE 04/19/2022 REVISIONS NO REVISION DATE BUILDING SECTIONS A-5.0 PA2022-089