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LEVEL CONCRETE PAVER SYSTEMO/ SAND/ GRAVEL PER LANDSCAPE DRAWINGSEXPANSION JOINT AND SEALANTDRAINAGE/PROTECTION BOARDSTRUCTURAL CONCRETE SLABSTRUCTURAL SLABS IS SLOPED TODRAIN - SEE LANDSCAPE PLANS FORMORE INFO.T.O.SLABLACANTINA SLIDING DOORHORIZONTAL WATERPROOF MEMBRANE -TURN UP VERTICAL FACE OF STRUCTURALCONCRETE DEPRESSIONINTERIOR FINISH - VERIFY THICKNESSWITH INTERIOR DESIGNERSILL PAN SET IN CONTINUOUS BED OF SEALANTSHIM AS REQUIRED5"VERIFYDIMS W/ ID& DOOR MANUF.1/2"*1/4" MAX. VERT. RISE **STUCCOWR BARRIERSTRUCTURAL PANELWHERE OCCURSSEALANT APPLIED TOP OF MEMBFASTENER AT TOP OF FLASHINGGI STUCCO SCREEDGI FLASHING HEMMED12" MEMBRANEAPPLIED TO SUBSTRATE w/ CALIFSEALANTPRE-CAST CONC PAVERSSETTING BEDCONC SLABDRAINAGE COMPOSITESPECIFIED WATERPROOFINGSYSTEM (SEE TYPICAL SECTION)STUCCOWR BARRIERSTRUCTURAL PANELWHERE OCCURSFASTENER AT TOP OF FLASHINGGI STUCCO SCREEDGI FLASHING HEMMEDAPPLIED TO SUBSTRATE w/ CALIFSEALANTCONC TOPPING SLABSETTING BEDCONC SLABSEALANT APPLIED TOP OF MEMB12" MEMBRANEAPPLIED TO SUBSTRATE w/ CALIFSEALANTSPECIFIED WATERPROOFINGSYSTEM (SEE TYPICAL SECTION)DRAINAGE COMPOSITE12"MIN.CONT SEALANT ANDBACKER ROD BOTH SIDESMIN 2" DEEP CONC SWALE-SLOPE TO DRAINDECK DRAINPOLYESTER REINFORCINGFABRICDRAINAGECOMPOSITEMINIMUM 90 MIL FLUIDAPPLIED WATERPROOFINGMEMBRANECOMPACTSOILSTRUCTURAL CONCRETEDECKSLOPESLOPINGMATERIALREINFORCING FABRIC & 30 MIL COAT OFCOLD FLUID APPLIED WATERPROOFING2"MIN.FABRIC WRAP WITH GRAVEL POCKETCLEAN-OUTS PERFORATED LINE(THREADED)DRAINAGE COMPOSITESPECIFIED WATERPROOFINGSYSTEM (SEE TYPICAL SECTION)CONCRETE FOOTING SLOPE TODRAINS PER PLANSTRUCTURAL CONCRETEPLANTER SOILSTRUCTURAL CONCRETE DECKPOLYESTER REINFORCINGFABRICMINIMUM 90 MIL FLUID APPLIEDWATERPROOFING MEMBRANETOPPING SLABDRAINAGE COMPOSITE4"MIN.SPECIFIED WATERPROOFINGSYSTEM (SEE TYPICALSECTION)DRAINAGE COMPOSITE BOARD -SECURE FABRIC TO PIPES TOPREVENT DIRT ENTRYSTRUCTURAL CONCRETEMIN. 1" CANT OF TROWEL GRADEWATERPROOFING MEMBRANE ORAPPROVED SEALANTCONDUIT OR PIPENOTE:AT PLASTIC PIPES, ROUGHEN SURFACE OF PIPES WITH SAND PAPER TO FACILITATE WATERPROOFING BOND.DRAINAGE COMPOSITEPLANTER SOILSPECIFIED WATERPROOFINGSYSTEM (SEE TYPICAL SECTION)UV RESISTANT FLUID APPLIEDWATERPROOFING MEMBRANEGRADESTUCCO FINISH PER LANDSCAPE8" MIN.4" MIN.EXTRUDED PVC FLASHINGTERMINATION BAR ENCASED INSEALANT FASTENED PER MFG.REQUIREMENTSPECIFIED WATERPROOFINGSYSTEM (SEE TYPICAL SECTION)DRAINAGE COMPOSITEDRAINAGE COMPOSITEPLANTER SOILPLANTER WALLREINFORCING STEEL BARS, SEESTRUCT. DWGS.SPECIFIED WATERPROOFINGSYSTEM (SEE TYPICAL SECTION)SPECIFIED WATERPROOFINGSYSTEM STRIPE APPLICATIONHIGH COMPRESSION DRAINAGEMAT UNDER PLANTER, TYP.STRUCTURAL CONCRETESLOPED TO DRAIN PERLANDSCAPESAND-SET PAVERSFILLER BOARDFLOOR DRAIN. REFER TO PLUMBING DRAWINGS FORADDITIONAL INFORMATIONDRAIN EXTENSION AS REQUIREDFOR DECK THICKNESSCLAMP RINGSTRUCTURAL POST TENSIONCONCRETE SLAB PER STRUCTURALDRAWINGS SLOPE PER LANDSCAPEDRAWINGSDRAIN PIPING PER PLUMBING PLANSNOTE:1. AFTER PAINT REMOVAL, PRIME AND COAT BARE METAL IMMEDIATELY AND PRIOR TO ANYRUST FORMATIONLOW POINT AT DRAINLOCATION - SEE SLAB PLANWATERPROOFING SYSTEM PROTECTION COURSEELASTOMERIC SHEET FLASHINGROLL WATERPROOFING SYSTEM HORIZONTAL MEMBRANEAND PROTECTION COURSE INTO DRAIN CLAMP RINGLEVEL CONCRETE PAVER SYSTEMLANDSCAPE DRAWINGSGRAVEL BASE PER PAVER MANUFACTURER'SREQUIREMENTSFLOOR DRAIN. REFER TO PLUMBINGDRAWINGS FOR ADDITIONALINFORMATIONDRAIN EXTENSION AS REQUIREDFOR DECK THICKNESSCLAMP RINGSTRUCTURAL POST TENSIONCONCRETE SLAB PER STRUCTURALDRAWINGS. SLOPE TO DRAIN.DRAIN PIPING PER PLUMBING PLANSNOTE:1. AFTER PAINT REMOVAL, PRIME AND COAT BARE METAL IMMEDIATELY AND PRIOR TO ANYRUST FORMATIONLOW POINT AT DRAINLOCATION - SEE SLAB PLANWATERPROOFING SYSTEMPROTECTION COURSEELASTOMERIC SHEET FLASHINGROLL WATERPROOFING SYSTEM HORIZONTALMEMBRANE AND PROTECTION COURSE INTODRAIN CLAMP RING4" HARDROCK TOPPING SLABSTRUCTURAL CONCRETE DECKPOLYESTER REINFORCINGFABRICMINIMUM 90 MIL FLUID APPLIEDWATERPROOFING MEMBRANETOPPING SLABDRAINAGE COMPOSITEGRAVEL/SAND SETTING BEDEXTERIOR PAVING PER CIVIL AND LANDSCAPE DRAWINGSPREFORMED EXPANSION JOINTHORIZONTAL WATERPROOF MEMBRANE - TURN UP VERTICALFACE OF STRUCTURAL CONCRETE DEPRESSION. SECURE WITHTERMINATION BARDRAINAGE/PROTECTION BOARDWATERPROOF SYSTEM PROTECTION COURSE OVER MEMBRANEAND TERMINATION BARSSTRUCTURAL CONCRETE SLABSLOPE OPTION: IN LIEU OF SLOPING STRUCTURAL SLAB, FINISH SURFACEELEVATION OF DEPRESSED SLAB MAY BE LEVEL WITH AN ADDITIONALOVERPOUR ADDED BELOW WATERPROOFING TO ACHIEVE SLOPEWATERPROOF SYSTEM DETAIL COAT -4" HORIZ, 4" VERTINSTALL TERMINATION BAR AT PROTECTIONCOURSE/MEMBRANE/DETAIL COATEXPANSION JOINT STRIP OVER WATERPROOFING SYSTEMPER PLANT.S.S.STRUCTURAL CONCRETENOTE: 6" MINIMUM SEPARATION BETWEENPIPES AND BETWEEN WALLS AND PIPESDRAINAGE COMPOSITETOPPING SLABCONTINUOUS URETHANE SEALANT OVERCLOSED CELL BACKER RODREINFORCED FABRIC & 30 MIL COAT OFCOLD FLUID APPLIES WATERPROOFINGWATERPROOFING MEMBRANE CANTSEPARATION MATERIALSPECIFIED WATERPROOFING SYSTEM (SEETYPICAL SECTION)3" DIA AL DOWNSPOUTPLASTIC TRANSITION CAPSEALANTGI COLLAR FLASHINGPAVERS OR TOPPING SLABSETTING BEDDRAINAGE BOARDWATERPROOF MEMBRANEDRY PACK ANY VOID SPACE SOLID WITHNON-SHRINK GROUTCONC. SLAB PER STRUCTURALFIRESTOPPING4" DIA CI DRAIN PER PLUMBINGSTUCCOSTRUCTURAL PANEL WHERE OCCURSDETAIL SEALANT AT TOP OF MEMB.FASTENER AT TOP OF FLASHINGGI STUCCO SCREEDGI FLASHING HEMMED12" MEMBRANE APPLIES TO SUBSTRATE W/CALIF SEALANTCONC TOPPING SLABSETTING BEDLEVEL 2 (PODIUM)CONC SLABSPECIFIED WATERPROOFING SYSTEM (SEETYPICAL SECTION)DRAINAGE BOARD14-14-20-20-15-15-CONC. STRL SLABGROUT SETDRAIN ASSEMBLYREBAR PER STRLPLANTER DRAINCOMPACTED BACKFILLCMU WALL PLANTERCONCRETE TOPPING SLABDRAINAGE COMPOSITEW.P. MEMBRANEPLANTER BASEELEVATED SLABDETAILSAD-4117PLANTER @ PODIUM139DECK TO WALL @ PAVERS5DECK TO WALL @ TOPPING SLAB1DRAIN @ TOPPING SLAB2DRAIN @ PAVERS610W.P. @ PLANTER14DRAIN @ PLANTERPENETRATIONS @ PLANTERW.P. TERMINATION @ PLANTERCONC DECK DRAIN @ PAVERS121115PODIUM DECK WP- CONC PAVERS78W.P @ PIPE PENETRATION43PODIUM DECK WP- TOPPING SLAB16181920222324PLANTER BASED.S.CONNECTIONTROUGH @ WALL & PLANTERSLAB TRANSITIONSTOREFRONT SILL @ TOPPING SLABCCOPYRIGHTIt is the clients responsibility prior to or during construction to notify the architect in writingof any perceived errors or omissions in the plans and specifications of which a contractorthoroughly knowledgeable with the building codes and methods of construction shouldreasonably be aware. Written instructions addressing such perceived errors or omissionsshall be received from the architect prior to the client or clients subcontractors proceedingwith the work. The client will be responsible for any defects in construction if theseprocedures are not followed.Architecture + Planning17911 Von Karman Ave.Suite 200Irvine, CA 92614ktgy.com949.851.2133License StampProject Contact:Email:Principal: Project Designer:Project Director:KTGY Project No:2017-0934Debbie Hollanddholland@ktgy.comWil WongD. SchoolmeesterDebbie HollandDeveloperPHONE NO.4199 CAMPUS DRIVEIRVINE, CA 92612(714) 342-2502415 & 515 E. 4TH STREET, SANTA ANA, CA 92701 <br />4TH AND MORTIMERNo.Date Description06-21-2023 FIFTH BUILDING DEPARTMENT SUBMITTALA03-21-23ADDENDUM AAAAA06-21-23