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WALL FRAMING PER STRUCTURAL <br />DRAWINGS <br />EXPANDED METAL LATH * <br />CORNER BEAD <br />SHEATHING MAY OCCUR <br />d d <br />a ° ° SHEATHING AS OCCURS <br />I\ <br />— ----------------- <br />° EXTERIOR PLASTER OVER <br />d <br />\� <br />max/ <br />\X/ <br />° Ii W.R.B. <br />— 12" S.A. FLASHING <br />— \ <br />a ° ° <br />x <br />lli <br />EXTERIOR PLASTER SCREED <br />/ SHEATHING MAY OCCUR <br />x <br />UV STABLE WATERPROOFING <br />° ° I MEMBRANE <br />WIRE TIE WIRE LATH TO CEMCO #30 <br />— — — CORNER EXPANSION JOINT 0/ W.R.B <br />WALL FRAMING PER STRUCTURAL <br />° ° a 1 <br />d <br />AND EXPANDED METAL LATH <br />DRAWINGS <br />i <br />° iv HARDSCAPE, SLOPE AWAY 1/4" = 1' 0" <br />SHEATHING MAY OCCUR <br />° <br />d d <br />SHEATHING MAY OCCUR <br />4 <br />i <br />EXTERIOR CEMENT PLASTER 0/ WIRE <br />i <br />4 <br />LATH 0/ W.R.B. <br />EXTERIOR CEMENT PLASTER 0/WIRE <br />EXTERIOR CEMENT PLASTER 0/ WIRE <br />d 1/2" THICK ASPHALT SATURATED <br />LATH 0/ W.R.B. <br />LATH 0/ W.R.B. <br />° ° °III EXPANSION STRIPS <br />WALL FRAMING PER STRUCTURAL <br />A <br />DRAWINGS <br />° I-III=III=III=III=III=III—III= <br />° III III III <br />d ° IIIIIIIIIIIIIIIIII <br />° II III III III _ III <br />° d l-III—III—III—III=III—III=_ __ BELOW GRADE WATERPROOFING <br />° a ° a ICI ICI ICI ICI ICI III AND TERMINATION BAR. <br />IF SHEATHING IS APPLIED TO THE CEILING FRAMING, APPLY W.R.B BETWEEN THE SHEATHING AND <br />d d I= —III—III—III—III—III= = <br />III III III III III III <br />EXPANDED METAL LATH. CONTINUE CEILING W.R.B. DOWN AND OVER THE WALL W.R.B 2" MINIMUM. <br />a <br />�I I I=III=III=III=III=III=III= <br />° IIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII <br />- <br />21 <br />WALL TO CEILING CONTROL JOINT <br />17 <br />OUTSIDE CORNER WALL JOIN <br />13 <br />INSIDE CORNER WALL JOINT <br />9 <br />- <br />5 <br />CONCRETE WALL AT HARDSCAPE <br />EXTERIOR CEMENT PLASTER DOUBLE <br />"J" CONTROL JOINT, TYPICAL <br />EXTERIOR CEMENT PLASTER 0/ WIRE <br />1 <br />0/ WIRE LATH 0/ W.R.B. AT <br />ALL VERTICAL LOCATIONS. <br />LATH 0/ W.R.B. <br />I <br />INSTALL <br />OVER THE CONTINUOUS <br />l <br />SOLID <br />LEG OF THE JOINT. <br />SHEATHING MAY OCCUR <br />I <br />SHEATHING AS OCCURS <br />SHEATHING MAY OCCUR <br />SHEATHING MAY OCCUR <br />2x <br />SOLID BACKING REQUIRED WHEN <br />I EXTERIOR PLASTER OVER <br />------_-- W.R.B. 0/ "FLASHING PANEL" 0/ W.R.B. <br />"FLASHING <br />I 2x SOLID BACKING REQUIRED AT <br />2x SOLID BACKING REQUIRED AT \ SHEATHING <br />NOT PROVIDED WHERE <br />W.R.B. <br />Ii <br />TUCKED BEHIND PANEL", <br />S.A.F. WHEN SHEATHING NOT <br />S.A.F. WHEN SHEATHING NOT S.A.F. <br />IS REQUIRED. <br />_ <br />TI PROVIDE MINIMUM CUT OUT IN W.R.B. <br />\ AROUND PENETRATING ITEM. <br />PROVIDED <br />�\ I <br />1 <br />PROVIDED AT FLASHING \ <br />I <br />l( <br />EXTERIOR PLASTER SCREED <br />\ <br />WIRE LATH 0/ W.R.B. 0/ 9" WIDE S.A.F. <br />2x SOLID BACKING REQUIRED AT <br />EXTERIOR CEMENT PLASTER 0/ WIRE <br />1 <br />0/ SOLID LEG CONTROL JOINT OVER 9" <br />\ S.A.F. WHEN SHEATHING NOT <br />WIDE FLASHING 0/ W.R.B \ ` <br />L PROVIDED AT FLASHING <br />LATH 0/ W.R.B. <br />\ 1 i <br />TOP OF FLOOR SHEATHING TYP. <br />All QUICKFLASH WEATHERPROOFING <br />"FLASHING <br />CONTROL JOINT AT EACH FLOOR <br />1 SET PRESERVATIVE TREATED SILL <br />PRODUCTS PANEL", <br />IDENTIFY THE PENETRATING ITEM <br />\II <br />i <br />\ / I WIRE LATH 0/ W.R.B. 0/ 9"WIDE S.A.F. <br />III <br />LEVEL, TYP. CONTROL JOINT SHALL BE I <br />PLATE ON 3 CONTINUOUS BEADS OF <br />� NON HARDENING CAULK * <br />AND PROVIDE APPLICABLE FLASHING <br />\/ i 0/ CEMCO #12 SOFFIT DRIP <br />CONTINUOUS, NOT INTERRUPTED BY <br />VERTICAL CONTROL JOINTS. <br />/ <br />_ <br />PANEL. USE NON -CORRODING <br />/\ <br />\\ <br />i�l HARDSCAPE, SLOPE AWAY 1/4" = V-0" <br />ANCHORS <br />12" WIDE S.A.F. OVER BEAM <br />li <br />WIRE TIE WIRE LATH TO BOTTOM \ \ <br />/ <br />° UV PROTECTION GALVANIZED 10" <br />d° <br />PENETRATING ELEMENT SEE MEP <br />/ \ SOFFIT DRIP, EXTEND 2" PAST <br />FLANGE OF JOINT; NO NAILS, <br />/ j % <br />° a l d °° TALL SHEET METAL <br />AND/OR OTHER CONSTRUCTION <br />DOCUMENTS TO IDENTIFY NEED <br />_ _ _ li OPENING <br />SCREWS OR STAPLES. WIRE LATH <br />I <br />TO BE CUT AND INSTALLED <br />° <br />RI <br />d d 1/2" THICK ASPHALT SATURATED <br />WITHOUT CONNECTION TO WIRE �I <br />�� <br />° d <br />° I ° EXPANSION STRIPS <br />W.R.B. FROM ABOVE 0/ "FLASHING <br />CEILING FRAMING PER STRUCTURAL <br />LATH ABOVE THE CONTROL JOINT. <br />ij i <br />/ <br />d ° d Jd — -----________�_ <br />_ _ _ _ <br />i PANEL" 0/ W.R.B. TUCKED BEHIND <br />DRAWINGS <br />FLOOR FRAMING PER STRUCTURAL <br />PANEL UP TO PENETRATING ITEM <br />DRAWINGS <br />_ <br />EXPANDED METAL LATH <br />DRAINAGE MAT <br />WALL FRAMING PER STRUCTURAL <br />EXTERIOR CEMENT PLASTERFI <br />DRAWINGS <br />i <br />0/ WIRE LATH 0/ W.R.B. i i <br />� � <br />d° ° � <br />* IF SHEATHING IS APPLIED TO THE CEILING FRAMING, APPLY W.R.B BETWEEN THE SHEATHING AND <br />a WATERPROOFING OVER <br />d <br />EXPANDED METAL LATH. CONTINUE CEILING W.R.B. DOWN AND OVER THE WALL W.R.B 2" MINIMUM. <br />° a d STRUCTURAL SLAB <br />i <br />II I <br />°a <br />�I <br />I <br />STUD WALL AT SPLIT SLAB <br />WALL PENETRATION W/ QUICKFLAS <br />FLUSH DECK / SOFFIT DRIP FLASHING <br />18 <br />- <br />- <br />6 <br />i <br />it i <br />II <br />W.R.B OVER S.A.F. RUN BEHIND ALL <br />/ <br />SHEATHING AS OCCURS <br />pENET,ATING <br />DOUBLE "J" CONTROL JOINTS. <br />—j <br />/ <br />IT EM <br />�IItSHEATHING <br />i j <br />MAY OCCUR <br />it EXTERIOR PLASTER OVER <br />W.R.B. <br />(WIDTH <br />i <br />CUT WIRE LATH AND ATTACH TO SOLID <br />BLOCKING PER ASTM IRE TIE <br />/ <br />/ <br />I <br />I EXTERIOR 0/ <br />LATH TO EACH FLANGEIOF T E063. <br />DOUBLE <br />WIRE LA W.R BPLASTER <br />l <br />"J" CONTROL JOINT. <br />_ <br />l i <br />i <br />SET PRESERVATIVE TREATED SILL <br />k <br />l 2x SOLID BACKING REQUIRED <br />I� PLATE ON 3 CONTINUOUS BEADS OF <br />DOUBLE "J" CONTROL JOINT. INSTALL <br />I � <br />l WHEN SHEATHING NOT <br />NON HARDENING CAULK <br />d <br />OVER THE CONTINUOUS LEG OF THE V/4o <br />I <br />PROVIDED FOR S.A.F. <br />I <br />VERTICAL DOUBLE "J" CONTROL JOINT. <br />ll <br />EXTERIOR PLASTER SCREED <br />\ G.S.M. FLASHING METAL <br />I <br />I <br />l <br />W.R.B. 0/ 9" WIDE S.A.F. 0/ <br />I <br />PROVIDE 3/16" ROLLED OR ANGLED <br />THE HORIZONTAL JOINT SHALL STAND <br />I <br />CEMCO #3 FLASHING SCREED <br />4" STUCCO GROUND EDGE TO PERMIT <br />OFF 1/4" FROM THE VERTICAL JOINT ON <br />7 <br />OVER 6" WIDE S.A.F <br />PLASTER TO KEY UNDERNEATH THE <br />I <br />EACH SIDE TO ALLOW FOR MOVEMENT, <br />I <br />° 1 _ -- UV STABLE WATERPROOFING <br />EDGE FOR ADDED ADHESION <br />CAULK EACH SEPARATION <br />I <br />l <br />I CEMCO #3 FLASHING SCREED <br />° MEMBRANE <br />4 <br />S.A.F. OVER BLOCKING, LAP OVER <br />I <br />l SET IN SEALANT TO CEMCO #66 <br />d ° <br />d <br />$ <br />W.R.B. <br />I <br />° <br />1 <br />° TERMINATION BAR <br />PENETRATION OPENING TO BE 1" <br />BLOCKING AS REQUIRED TO PROVIDE <br />A <br />WIDER AND TALLER THAN THE <br />PENETRATING ITEM TO ALLOW 1/2" <br />REQUIRED LATH ATTACHMENT TO <br />L <br />CEMCO #66 EXPANDED FLANGE <br />= = = = = <br />WIDE SEALANT JOINT ON ALL SIDES <br />STRUCTURE <br />CASING BEAD 0/ S.A.F. 0/ W.R.B. <br />° ° —III—III—III—III—III—III_ <br />—__ <br />III—III=III-1 � I=I � I=I � I=I I <br /><t OF PENETRATING ITEM <br />I <br />_ BELOW GRADE WATERPROOFING. <br />III=1 I= <br />W.R.B. �� i <br />i �� <br />° a � _ _ _— <br />INTEGRAL 7/8" STUCCO SCREED ALL <br />` <br />WIRE LATH TO BE CUT AT <br />FOUR SIDES <br />i <br />`� i <br />i TRANSITION AND INSTALLED <br />° .—III—III—III=III=III=III= <br />-III—III—III—III—III—III— - <br />WITHOUT ANY CONNECTION TOP <br />` <br />\\\ <br />TO BOTTOM <br />° a d =III= —III=III—III=III—III= <br />EXTERIOR WALL PENETRATION FLASHING COLLAR <br />` <br />—ADHERED MASONRY VENEER <br />, <br />i <br />\` <br />I <br />i � PER EXTERIOR ELEVATIONS 0/ <br />EXTERIOR CEMENT PLASTER <br />STUD WALL AT GRADE <br />EXTERIOR SIDE <br />` <br />SCRATCH AND BROWN (FLOAT) <br />` <br />COATS 0/ W.R.B.** <br />EXTERIOR CEMENT PLASTER O/WIRE <br />LATH 0/ W.R.B. <br />— <br />19 <br />WALL CONTROL JOINTS AND FLOOR CONTROL/ DRAINAGE JOINT <br />11 <br />FLASHING SCREEDS MASONRYVENEER <br />7 <br />SHEATHING AS OCCURS <br />1 <br />i SHEATHING MAY OCCUR <br />I <br />I' <br />I EXTERIOR PLASTER OVER <br />2x SOLID BACKING REQUIRED WHEN <br />W.R.B. <br />SHEATHING NOT PROVIDED WHERE <br />SLOPE (SHIM) PLYWOOD SUBSTRATE <br />EXTERIOR CEMENT PLASTER 0/ <br />I <br />S.A.F. IS REQUIRED. <br />EXTERIOR CEMENT PLASTER 0/ WIRE <br />�v <br />n RAILING PER ELEVATIONS <br />AND EXT. CEMENT PLASTER FINISH <br />W.R.B. <br />(� <br />1 II <br />i LATH 0/ W.R.B., W.R.B. SHALL OVER <br />� / <br />AT 14 DEGREES (3 -.12) <br />i <br />EXTERIOR PLASTER SCREED <br />G.S.M. FLASHING COLLAR <br />LAP SILL W.R.B. AND SILL S.A.F. BY 4" <br />_ <br />II <br />I <br />MINIMUM. <br />SHEATHING MAY OCCUR <br />�) <br />W.R.B. 0/ 9" WIDE S.A.F. 0/ FLASHING <br />RAILING BASE PLATE / SLEEVE BY <br />1 <br />Ii COLLAR <br />SLOPE PLYWOOD SUBSTRATE AND <br />RAILING FABRICATOR <br />2x SOLID BACKING REQUIRED AT <br />S.A.F. WHEN SHEATHING NOT <br />1i <br />Ii EXTERIOR CEMENT PLASTER FINISH <br />"� - <br />WIRE LATH 0/ W.R.B. 0/ S.A.F. <br />\ II PROVIDED <br />SET PRESERVATIVE TREATED SILL <br />c <br />AT 14 DEGREES (3 : 12) <br />SEALANT 0/ S.A.F AND AROUND <br />COLLAR OF BASE PLATE /SLEEVE <br />,- <br />? li ;-------- --- �i <br />WIRE LATH 0/ W.R.B. 0/ 9" WIDE <br />1 1i <br />PLATE ON 3 CONTINUOUS BEADS OF <br />NON HARDENING CAULK <br />S.A.F 0/ CEMCO #3 FLASHING <br />I <br />z r EXTERIOR CEMENT PLASTER 0/ WIRE <br />� Ili <br />SCREED (MODIFIED) 0/ 6 WIDE <br />N HARDSCAPE, SLOPE AWAY 1/4" = 1' 0" <br />/ LATH 0/ SILL W.R.B. 0/ SILL S.A.F. <br />S.A.F. 0/ BASE PLATE 0/ <br />ili \\\\ _____ _;,, <br />li S.A.F. <br />I <br />USE 18" WIDE S.A.F. WHEN RECESS <br />CONTINUOUS S.A.F. WALL CAP <br />1i <br />- ;><;\ <br />AT FINISH SLAB TYPICAL <br />UV OTGALVANIZED 10" <br />PROTECTION <br />PENETRATING ELEMENT SEE MEP <br />_ EXCEEDS 7". <br />c9 i1i li <br />a <br />° ° ° d° d° TALL SHEET METAL <br />AND/OR OTHER CONSTRUCTION <br />DOCUMENTS TO IDENTIFY <br />/ \ -- <br />/ / <br />SLOPE (SHIM) PLYWOOD SUBSTRATE <br />AND EXT. CEMENT PLASTER FINISH <br />_______ <br />li li <br />° SET CEMCO #66 CASING BEAD IN <br />° <br />PENETRATING ITEMS <br />\ ��i <br />/ \ <br />_ AT 14 DEGREES (3: 12) <br />14 <br />° SEALANT AGAINST CEMCO #3 <br />1/2" THICK ASPHALT SATURATED <br />I EXTERIOR CEMENT PLASTER 0/ WIRE <br />CEMCO #66 EXPANDED FLANGE <br />EXPANSION STRIPS d °a ° — — — — — <br />I <br />/L <br />BASE PLATE ANCHORS BY RAILING <br />LATH 0/ W.R.B. <br />°d d CASING BEAD 0/ W.R.B 0/ S.A.F. <br />I=III—III—III—III—III—III— = <br />SEALANT AND BACKER ROD; ALL <br />FABRICATOR, FILL PRE -DRILLED <br />� <br />SIDES <br />1i <br />HOLE WITH SEALANT IMMEDIATELY <br />1i <br />� i <br />DECK OR <br />EXTERIOR i PER PLAN <br />° CONCRETE SLAB PER <br />� STRUCTURAL DRAWINGS <br />° <br />—III—III=III—_ <br />I� <br />/ <br />PRIOR TO SETTING BASE PLATE <br />li — — — <br />SIDE CORRIDOR <br />d d ° <br />_ — <br />d — BELOW GRADE WATERPROOFING. <br />I -III —III —III —III —III —III—= <br />WIRE LATH 0/ W.R.B. 0/ COLLAR 0/ 9" <br />/ <br />/ / i <br />_ _ DECK OR <br />ili %� CORRIDOR <br />SIDE <br />EXTERIOR CEMENT PLASTER 0/ <br />a° <br />°° a —III= = = = = —� EXTEND MIN. 6" ABOVE SILL <br />I -III —III —III —III —III —III— - <br />WIDE NAIL ON FLASHING <br />SIDE <br />� i <br />° ° WIRE LATH 0/ W.R.B. <br />� � <br />a <br />EXTERIOR CEMENT PLASTER 0/ WIRE <br />WALL FRAMING PER STRUCTURAL <br />° Q Z/8" <br />k —III—III—III—III—III— - <br />LATH 0/ W.R.B. TUCKED UNDER <br />Ii <br />EXTERIOR CEMENT PLASTER 0/ WIRE <br />DRAWINGS; 2x8 MAXIMUM ALLOWED <br />° <br />°=III=I I=III=III=III=III=I <br />> 6" T 12" MAX FLASHING BEHIND CONTROL JOINT <br />EXTERIOR LATH 0/ W.R.B. <br />SHEATHING MAY OCCUR <br />— — — — <br />i0 <br />W.R.B. 0/ 9" WIDE NAIL ON FLASHING <br />0/ W.R.B <br />WALL FRAMING PER STRUCTURAL <br />SIDE <br />WALL FRAMING PER STRUCTURAL <br />7 <br />I I <br />DRAWINGS <br />DRAWINGS. <br />STUD D WALL AT HARDSCAPE <br />L i <br />3/4" WHEN SHEATHING OCCURS, - <br />1-1/4" WHEN NO SHEATHING IS REQUIRED. Nt <br />WALL FRAMING PER STRUCTURAL <br />DRAWINGS <br />FOR ADDITIONAL INFORMATION SEE DETAILS 4 <br />- CEMCO #3 CEMCO #66 <br />WALL PENETRATION W/ COLLAR <br />24 <br />SILL AT WALL RECESS <br />20 <br />RAILING @ STUCCO WALL CAP <br />16 <br />STUCCO WALL CAP <br />12 <br />WOOD TO CONC. CTRL JOINT <br />8 <br />EXTERIOR PLASTER SCREED <br />4 <br />Architecture + Planning <br />17911 Von Karman Ave. <br />Suite 200 <br />Irvine, CA 92614 <br />ktgy.com <br />949.851.2133 <br />KTGY Project No: 2017-0934 <br />Project Contact: Debbie Holland <br />Email: dholland@ktgy.com <br />Principal: Wil Wong <br />Project Designer: D. Schoolmeester <br />Project Director: Debbie Holland <br />Developer <br />E I] Q A K <br />INVESTMENTS <br />4199 CAMPUS DRIVE <br />I RVI N E, CA 92612 <br />PHONE NO. (714) 342-2502 <br />r <br />C) <br />1`11— <br />U <br />Q <br />z <br />Q <br />Q <br />z <br />Q <br />w <br />U) <br />111 <br />r <br />L0 <br />06 <br />LO <br />No. Date Description <br />It is the clients responsibility prior to or during construction to notify the architect in writing <br />of any perceived errors or omissions in the plans and specifications of which a contractor <br />thoroughly knowledgeable with the building codes and methods of construction should <br />reasonably be aware. Written instructions addressing such perceived errors or omissions <br />shall be received from the architect prior to the client or clients subcontractors proceeding <br />with the work. The client will be responsible for any defects in construction if these <br />procedures are not followed. <br />SED ARC,y,T <br />�G \���R �� ���A <br />No. C29795 <br />RENEWAL DATE <br />AUGUST 31, 2023 <br />�F CAS\ <br />License Stamp <br />EXTERIOR WALL <br />FLASHING DETAILS AT <br />STUCCO <br />AD-51 00 <br />N <br />C) <br />1 <br />r <br />C) <br />00 <br />C) <br />COPYRIGHT U <br />