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2"1/2" THICK ASPHALT SATURATEDEXPANSION STRIPSHARDSCAPE, SLOPE AWAY 1/4" = 1'-0"SHEATHING MAY OCCURWIRE LATH O/ W.R.B. O/ 9" WIDES.A.F O/ CEMCO #3 FLASHINGSCREED (MODIFIED) O/ 6" WIDES.A.F.CEMCO #66 EXPANDED FLANGECASING BEAD O/ W.R.B O/ S.A.F.AT FINISH SLAB TYPICAL2x SOLID BACKING REQUIRED ATS.A.F. WHEN SHEATHING NOTPROVIDEDEXTERIOR CEMENT PLASTER O/W.R.B.CONCRETE SLAB PERSTRUCTURAL DRAWINGS2 1/2"7/8"7/8"3/4" WHEN SHEATHING OCCURS,1-1/4" WHEN NO SHEATHING IS REQUIRED.1/2"CEMCO #3CEMCO #66ADHERED MASONRY VENEERPER EXTERIOR ELEVATIONS O/EXTERIOR CEMENT PLASTERSCRATCH AND BROWN (FLOAT)COATS O/ W.R.B.**SHEATHING MAY OCCURW.R.B. O/ 9" WIDE S.A.F. O/CEMCO #3 FLASHING SCREEDOVER 6" WIDE S.A.FCEMCO #66 EXPANDED FLANGECASING BEAD O/ S.A.F. O/ W.R.B.2x SOLID BACKING REQUIREDWHEN SHEATHING NOTPROVIDED FOR S.A.F.EXTERIOR CEMENT PLASTER O/WIRE LATH O/ W.R.B.1/2"CEMCO #3 FLASHING SCREEDSET IN SEALANT TO CEMCO #66STUD WALL AT HARDSCAPESET CEMCO #66 CASING BEAD INSEALANT AGAINST CEMCO #3SHEATHING AS OCCURS2x SOLID BACKING REQUIRED WHENSHEATHING NOT PROVIDED WHERES.A.F. IS REQUIRED.EXTERIOR CEMENT PLASTER O/WIRE LATH O/ W.R.B.WIRE LATH TO BE CUT ATTRANSITION AND INSTALLEDWITHOUT ANY CONNECTION TOPTO BOTTOMEXTERIOR CEMENT PLASTERO/ WIRE LATH O/ W.R.B.SHEATHING MAY OCCURWIRE LATH O/ W.R.B. O/ 9" WIDE S.A.F.O/ SOLID LEG CONTROL JOINT OVER 9"WIDE FLASHING O/ W.R.BCONTROL JOINT AT EACH FLOORLEVEL, TYP. CONTROL JOINT SHALL BECONTINUOUS, NOT INTERRUPTED BYVERTICAL CONTROL JOINTS.TOP OF FLOOR SHEATHING TYP.2x SOLID BACKING REQUIRED ATS.A.F. WHEN SHEATHING NOTPROVIDED AT FLASHINGEXTERIOR CEMENT PLASTERO/ WIRE LATH O/ W.R.B.FLOOR FRAMING PER STRUCTURALDRAWINGSWIRE TIE WIRE LATH TO BOTTOMFLANGE OF JOINT; NO NAILS,SCREWS OR STAPLES. WIRE LATHTO BE CUT AND INSTALLEDWITHOUT CONNECTION TO WIRELATH ABOVE THE CONTROL JOINT.DOUBLE "J" CONTROL JOINT, TYPICALAT ALL VERTICAL LOCATIONS.INSTALL OVER THE CONTINUOUSSOLID LEG OF THE JOINT.CUT WIRE LATH AND ATTACH TO SOLIDBLOCKING PER ASTM C1063. WIRE TIELATH TO EACH FLANGE OF THE DOUBLE"J" CONTROL JOINT.DOUBLE "J" CONTROL JOINT. INSTALLOVER THE CONTINUOUS LEG OF THE VVERTICAL DOUBLE "J" CONTROL JOINT.THE HORIZONTAL JOINT SHALL STANDOFF 1/4" FROM THE VERTICAL JOINT ONEACH SIDE TO ALLOW FOR MOVEMENT,CAULK EACH SEPARATIONW.R.B.EXTERIOR CEMENT PLASTER O/ WIRELATH O/ W.R.B.SHEATHING MAY OCCURWIRE TIE WIRE LATH TO CEMCO #30CORNER EXPANSION JOINT O/ W.R.BAND EXPANDED METAL LATH *EXTERIOR CEMENT PLASTER O/ WIRELATH O/ W.R.B.WALL FRAMING PER STRUCTURALDRAWINGSSHEATHING MAY OCCUREXPANDED METAL LATH *WALL FRAMING PER STRUCTURALDRAWINGSSHEATHING MAY OCCUREXTERIOR CEMENT PLASTER O/ WIRELATH O/ W.R.B.WALL FRAMING PER STRUCTURALDRAWINGS; 2x8 MAXIMUM ALLOWEDSHEATHING MAY OCCUREXTERIOR CEMENT PLASTER O/ WIRELATH O/ W.R.B.WALL FRAMING PER STRUCTURALDRAWINGSSHEATHING MAY OCCURCORNER BEADWIRE LATH O/ W.R.B. O/ S.A.F.SLOPE (SHIM) PLYWOOD SUBSTRATEAND EXT. CEMENT PLASTER FINISHAT 14 DEGREES (3 : 12)SHEATHING MAY OCCUR2x SOLID BACKING REQUIRED ATS.A.F. WHEN SHEATHING NOTPROVIDEDWIRE LATH O/ W.R.B. O/ 9" WIDE S.A.F.O/ CEMCO #12 SOFFIT DRIPSOFFIT DRIP, EXTEND 2" PASTOPENINGEXTERIOR CEMENT PLASTER O/ WIRELATH O/ W.R.B.CEILING FRAMING PER STRUCTURALDRAWINGS *EXPANDED METAL LATH ** IF SHEATHING IS APPLIED TO THE CEILING FRAMING, APPLY W.R.B BETWEEN THE SHEATHING ANDEXPANDED METAL LATH. CONTINUE CEILING W.R.B. DOWN AND OVER THE WALL W.R.B 2" MINIMUM.EXTERIOR CEMENT PLASTER O/ WIRELATH O/ W.R.B.WALL FRAMING PER STRUCTURALDRAWINGS.RAILING BASE PLATE / SLEEVE BYRAILING FABRICATORRAILING PER ELEVATIONSSEALANT O/ S.A.F AND AROUNDCOLLAR OF BASE PLATE / SLEEVES.A.F. O/ BASE PLATE O/CONTINUOUS S.A.F. WALL CAPSLOPE (SHIM) PLYWOOD SUBSTRATEAND EXT. CEMENT PLASTER FINISHAT 14 DEGREES (3 : 12)BASE PLATE ANCHORS BY RAILINGFABRICATOR, FILL PRE-DRILLEDHOLE WITH SEALANT IMMEDIATELYPRIOR TO SETTING BASE PLATE 6" MINIMUM <br />4" MINIMUMWALL FRAMING PER STRUCTURALDRAWINGS> 6" TO 12" MAXEXTERIOR CEMENT PLASTER O/ WIRELATH O/ W.R.B., W.R.B. SHALL OVERLAP SILL W.R.B. AND SILL S.A.F. BY 4"MINIMUM.SLOPE PLYWOOD SUBSTRATE ANDEXTERIOR CEMENT PLASTER FINISHAT 14 DEGREES (3 : 12)EXTERIOR CEMENT PLASTER O/ WIRELATH O/ SILL W.R.B. O/ SILL S.A.F.USE 18" WIDE S.A.F. WHEN RECESSEXCEEDS 7".EXTERIOR CEMENT PLASTER O/ WIRELATH O/ W.R.B. TUCKED UNDERFLASHING BEHIND CONTROL JOINTFOR ADDITIONAL INFORMATION SEE DETAILSSHEATHING MAY OCCURW.R.B. O/ "FLASHING PANEL" O/ W.R.B.TUCKED BEHIND "FLASHING PANEL",PROVIDE MINIMUM CUT OUT IN W.R.B.AROUND PENETRATING ITEM.EXTERIOR CEMENT PLASTER O/ WIRELATH O/ W.R.B.WALL FRAMING PER STRUCTURALDRAWINGSPENETRATING ELEMENT SEE MEPAND/OR OTHER CONSTRUCTIONDOCUMENTS TO IDENTIFY NEEDW.R.B. FROM ABOVE O/ "FLASHINGPANEL" O/ W.R.B. TUCKED BEHINDPANEL UP TO PENETRATING ITEM2x SOLID BACKING REQUIRED ATS.A.F. WHEN SHEATHING NOTPROVIDED AT FLASHINGQUICKFLASH WEATHERPROOFINGPRODUCTS "FLASHING PANEL",IDENTIFY THE PENETRATING ITEMAND PROVIDE APPLICABLE FLASHINGPANEL. USE NON-CORRODINGANCHORSPROVIDE 3/16" ROLLED OR ANGLEDSTUCCO GROUND EDGE TO PERMITPLASTER TO KEY UNDERNEATH THEEDGE FOR ADDED ADHESIONG.S.M. FLASHING METALINTEGRAL 7/8" STUCCO SCREED ALLFOUR SIDES4"4"4"4"PENETRATION OPENING TO BE 1"WIDER AND TALLER THAN THEPENETRATING ITEM TO ALLOW 1/2"WIDE SEALANT JOINT ON ALL SIDESOF PENETRATING ITEMPENETRATING ITEM (WIDTH OR HEIGHT) PLUS 9"1/2"1/2"G.S.M. FLASHING COLLARW.R.B. O/ 9" WIDE NAIL ON FLASHINGO/ W.R.BWIRE LATH O/ W.R.B. O/ COLLAR O/ 9"WIDE NAIL ON FLASHINGEXTERIOR CEMENT PLASTER O/ WIRELATH O/ W.R.B.SHEATHING MAY OCCUR2x SOLID BACKING REQUIRED WHENSHEATHING NOT PROVIDED WHERES.A.F. IS REQUIRED.W.R.B. O/ 9" WIDE S.A.F. O/ FLASHINGCOLLARSEALANT AND BACKER ROD; ALLSIDESPENETRATING ELEMENT SEE MEPAND/OR OTHER CONSTRUCTIONDOCUMENTS TO IDENTIFYPENETRATING ITEMSWALL FRAMING PER STRUCTURALDRAWINGSEXTERIOR WALL PENETRATION FLASHING COLLAREXTERIOR SIDEBLOCKING AS REQUIRED TO PROVIDEREQUIRED LATH ATTACHMENT TOSTRUCTURE4- EXTERIOR PLASTER SCREED* IF SHEATHING IS APPLIED TO THE CEILING FRAMING, APPLY W.R.B BETWEEN THE SHEATHING ANDEXPANDED METAL LATH. CONTINUE CEILING W.R.B. DOWN AND OVER THE WALL W.R.B 2" MINIMUM.7/8"1/4"SET PRESERVATIVE TREATED SILLPLATE ON 3 CONTINUOUS BEADS OFNON HARDENING CAULK *PER PLANEXTERIORSIDEDECK ORCORRIDORSIDEEXTERIORSIDEDECK ORCORRIDORSIDE7/8"BELOW GRADE WATERPROOFING.EXTEND MIN. 6" ABOVE SILLUV PROTECTION GALVANIZED 10"TALL SHEET METALEXTERIOR PLASTER OVERW.R.B.2"1/2" THICK ASPHALT SATURATEDEXPANSION STRIPSHARDSCAPE, SLOPE AWAY 1/4" = 1'-0"SHEATHING AS OCCURS EXTERIOR PLASTER SCREEDBELOW GRADE WATERPROOFINGAND TERMINATION BAR.UV STABLE WATERPROOFINGMEMBRANEEXTERIOR PLASTER OVERW.R.B.4"STUD WALL AT GRADESHEATHING AS OCCURS EXTERIOR PLASTER SCREEDSET PRESERVATIVE TREATED SILLPLATE ON 3 CONTINUOUS BEADS OFNON HARDENING CAULK *BELOW GRADE WATERPROOFING.UV STABLE WATERPROOFINGMEMBRANEEXTERIOR PLASTER OVERW.R.B.TERMINATION BAR2"1/2" THICK ASPHALT SATURATEDEXPANSION STRIPSHARDSCAPE, SLOPE AWAY 1/4" = 1'-0"SHEATHING AS OCCURS EXTERIOR PLASTER SCREEDSET PRESERVATIVE TREATED SILLPLATE ON 3 CONTINUOUS BEADS OFNON HARDENING CAULK *WATERPROOFING OVERSTRUCTURAL SLABUV PROTECTION GALVANIZED 10"TALL SHEET METALEXTERIOR PLASTER OVERW.R.B.DRAINAGE MAT12" S.A. FLASHING12" WIDE S.A.F. OVER BEAMS.A.F. OVER BLOCKING, LAP OVERW.R.B.W.R.B OVER S.A.F. RUN BEHIND ALLDOUBLE "J" CONTROL JOINTS.STUD WALL AT SPLIT SLABCONCRETE WALL AT HARDSCAPESECTIONGUARDRAILADDITIONAL TRIMTRIM PER PLANINSIDE CORNERINTERIORPREFERRED TERMINATION@ INSIDE CORNERMIN. SIDING / COLORTERMINATIONCONDITION AT SIDING/ COLORTERMINATION @INSIDE CORNERCREATED INSIDECORNERCONDITION AT TRIMWHERE TRIM OCCURS, ADDITIONAL TRIM SHALL BE PROVIDED TO CREATE INSIDE CORNERS ASINDICATEDEXT. SIDING/COLORCOLORS AND FINISH MATERIALS INDICATE APPROXIMATE COLOR AND MATERIAL RANGE. THECONTRACTOR WILL PROVIDE FIELD MOCK-UPS IN THE QUANTITIES INDICATED BELOW OF THEACTUAL FINISH MATERIALS IN THE TEXTURE, COLOR AND/OR SERIES SPECIFIED. CLIENT ANDARCHITECT WILL REVIEW, COMMENT AND/OR APPROVE MOCK-UPS PRIOR TO INSTALLATION OFMATERIAL ON BUILDINGS.NOTES:ALL COLORS AND MATERIAL CHANGES WILL OCCUR AT INSIDE CORNERS UNLESS OTHERWISENOTED.PLANCREATED INSIDECORNERINSIDE CORNERTRIM PER PLANADDITIONAL TRIM1/16" GAP BETWEEN PLYWOOD &CONCRETE1/16" GAP BETWEEN PLYWOOD &CONCRETE1/16" GAP BETWEEN PLYWOOD &CONCRETE1/16" GAP BETWEEN PLYWOOD &CONCRETE8"INTERIORISOLATE BASEBOARD ABOVEFINISH FLOORACOUSTICAL FIRE RATEDSEALANTONE LAYER OF 5/8" GYP. BD.CARPET OR HARD SURFACEFLOORINGVARIES8"CONTROL JOINT AT EACHFLOOR LEVEL, TYP.CONTROL JOINT SHALL BECONTINUOUS, NOTINTERRUPTED BY VERTICALCONTROL JOINTS.EXTERIOR CEMENTPLASTER O/WIRE LATHO/ W.R.B.CARPET OR HARD SURFACEFLOORINGACOUSTICAL FIRE RATEDSEALANTISOLATE BASEBOARD ABOVEFINISH FLOORONE LAYER OF 5/8" GYP. BD.INTERIOREXTERIOR PLASTER SCREED8"EXTERIOR CEMENTPLASTER O/WIRE LATHO/ W.R.B.PATIOCONCRETE STEM WALL,SEE STRUCTURALVARIES CONC. TOPPING SLABGALVANIZED FLASHINGSEALANTTREMPROOF 250 GC (90 MILTHICKNESS) FLUID-APPLIEDWATERPROOFING. INSTALLPER MANUF. REQ.DRAINAGE COMPOSITE BOARDUV STABLE WATERPROOFINGMEMBRANESHEATHING AS OCCURSPOST PER PLANPOST BASE PER PLANFINISH GRADEEXTERIOR PLASTER SCREEDEXTERIOR CEMENTPLASTER O/WIRE LATHO/ W.R.B.CONCRETE STEM WALL,SEE STRUCTURALTREMPROOF 250 GC (90 MILTHICKNESS) FLUID-APPLIEDWATERPROOFING. INSTALLPER MANUF. REQ.DRAINAGE COMPOSITE BOARDUV STABLE WATERPROOFINGMEMBRANESHEATHING AS OCCURSFINISH GRADEEXTERIOR PLASTER SCREEDUV STABLE WATERPROOFINGMEMBRANETREMPROOF 250 GC (90 MILTHICKNESS) FLUID-APPLIEDWATERPROOFING. INSTALLPER MANUF. REQ.DRAINAGE COMPOSITE BOARDTERMINATION BARTERMINATION BARTERMINATION BARSHEATHING AS OCCURSFINISH GRADEEXTERIOR WALLFLASHING DETAILS ATSTUCCOAD-51.021OUTSIDE CORNER WALL JOINT13INSIDE CORNER WALL JOINT956FLUSH DECK / SOFFIT DRIP FLASHINGSILL AT WALL RECESSSTUCCO WALL CAP1211FLASHING SCREEDS @ MASONRY VENEER78EXTERIOR PLASTER SCREED4161819202224WALL CONTROL JOINTS AND FLOOR CONTROL / DRAINAGE JOINTWOOD TO CONC. CTRL JOINTRAILING @ STUCCO WALL CAPWALL PENETRATION W/ COLLARWALL PENETRATION W/ QUICKFLASHWALL TO CEILING CONTROL JOINT-17CCOPYRIGHTIt 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 ACOLOR & MATERIAL TRANSITIONSTEM WALL @ INTERIORDEEPENED FOOTINGAASTEM WALL @ PATIOA06-21-23