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CCOPYRIGHT It is the clients responsibility prior to or during construction to notify the architect in writing of any perceived errors or omissions in the plans and specifications of which a contractor thoroughly knowledgeable with the building codes and methods of construction should reasonably be aware. Written instructions addressing such perceived errors or omissions shall be received from the architect prior to the client or clients subcontractors proceeding with the work. The client will be responsible for any defects in construction if these procedures are not followed. Zohrabians Art of Design 700 Palm Drive, Suite 106 Glendale, CA 91202 zartofdesign.com 818.300.9420 No.Date Description 06/05/2024 100% DD SET 06/14/2024 50% CD PROGRESS SET 06/21/2024 75% CD PROGRESS SET 07/02/2024 NEIGHBORHOOD REVIEW 07/10/2024 1ST PLAN CHECK SUBMITTAL 82 9 N . G A R F I E L D S T R E E T SA N T A A N A , C A 9 2 7 0 1 Santa Ana, CA 92701 829 N. Garfield Street Name: Project Contact: Phone: Email: Principal: Z.AOD Project No:2024-02 Arthur Zohrabians 818.300.9420 Arthur Zohrabians info@zartofdesign.com Phone No.:949.922.7075 Email:vanitapuri@gmail.com Owner GA R F I E L D R E S T O R A T I O N / R E M O D E L Address: Ren.11/30/25 A No. C37490 A A FOILOFC R INTA S ET TC A RCHITE DESNECIL RTHUR HAMAYAK ZOHRABI A SN VVS Estates, LLC Vanita Soni PuriAttn: 5 6 8 1913 18 17 EXTERIOR DETAILS A910 14 3 4 REINFORCED @ REENTRANT CORNERS SCALE: 3"=1'-0"FILE NAME: EXTERIOR CEMENT PLASTER O/ WIRE LATH O/ W.R.B. FLASHING SCREED OR SOFFIT DRIP AS REQUIRED AT OPENING; SEE REFERENCED DOOR, WINDOW OR WALL OPENING DETAIL FOR TYPE. EXTEND SCREED OR DRIP 2" PAST OPENING UNLESS NOTED OTHERWISE. MINIMUM 12" SQUARE EXPANDED METAL LATH REINFORCEMENT AT OPENING. PROVIDE AT ALL DOOR, WINDOW AND OPENING CORNERS WHERE CONTROL JOINTS DO NOT OCCUR. WIRE TIE PATCHING LATH TO WIRE LATH AT 4" O.C. INCREMENTS DOOR, WINDOW OR WALL OPENING 2"1' - 0 " S Q E X P A N D E D M E T A L L A T H 6" 1'-0" EXTERIOR DETAIL NOTES SCALE: N.T.S.FILE NAME: NOTE: EXPANSION / CONTROL JOINTS SHALL BE INSTALLED TO COMPLY WITH ASTM C1063. JOINTS IN WALLS SHALL DELINEATE AREAS NOT MORE THAN 144 SQUARE FEET AND CEILINGS NOT MORE THAN 100 SQUARE FEET. THE MAXIMUM DISTANCE BETWEEN JOINTS SHALL BE 18 FEET IN EITHER DIRECTION OR A LENGTH TO WIDTH RATIO NOT EXCEEDING 2 1/2 : 1. LATH SHALL NOT BE CONTINUOUS THROUGH CONTROL JOINTS BUT SHALL BE STOPPED AND WIRE TIED AT EACH SIDE. W.R.B.WEATHER RESISTIVE BARRIER (W.R.B.) BY HENRY CO. BUILDING ENVELOPE SYSTEMS. SUPER JUMBO TEX 60 MIN BLDG. PAPER O/ WEATHERSMART HOUSEWRAP AIR BARRIER. PER 2022 CRC SEC. R703.7.3.1, MIN. REQ. SHALL BE 2 LAYERS OF 10-MIN. GRADE "D" PAPER. FLASHING MULTI-LAYERED COMPOSITE POLYOLEFIN FLASHING 12" WIDE (U.N.O.) FORTIFIBER MOISTOP NEXT OR APPROVED EQUAL SEALANT POLYURETHANE SEALANT FORTIFIBER MOISTOP SEALANT OR APPROVED EQUAL. AT A MINIMUM, EXPOSED SEALANT SHALL BE CHECKED ANNUALLY AND MAINTAINED PER MANUFACTURERS RECOMMENDATION TO MAINTAIN A WATER TIGHT SEAL. SELF ADHESIVE, HEALING FLASHING (S.A.F.) 12" WIDE (U.N.O.) 25 MIL (U.N.O.) FORTIFIBER FORTIFLASH OR APPROVED EQUAL. ADHERE S.A.F. TO CLEAN, DUST FREE BACKING USING CHEMICALLY COMPATIBLE MATERIALS AND/OR PRIMERS. PROVIDE SOLID WOOD BACKING OR SHEATHING BEHIND ALL AREAS TO RECEIVE SELF ADHESIVE, HEALING FLASHING. WIRE LATH HEXAGONAL WOVEN-WIRE-FABRIC LATH WITH 1 1/2" OPENINGS OF 17-GAGE GALVANIZED WIRE OR 1" OPENINGS OF 18-GAGE WIRE. USE SELF-FURRING RUST RESISTANT NAILS OR SELF-FURRING DEVICES TO KEEP REINFORCING LATH AT LEAST 1/4" AWAY FROM THE SUPPORTS. USE POWER ACTUATED FASTENERS WHEN LATH IS APPLIED TO CONCRETE OR C.M.U. WALLS. EXPANDED METAL LATH WITH DIAMOND-MESH TO WEIGH A MINIMUM 1.5 LB. PER YARD FOR USE ON WALLS AND A MINIMUM 3.4 LB. PER YARD FOR USE ON CEILINGS. GSM FLASHING GSM FLASHING METAL SHALL BE SHOP FABRICATED USING A MINIMUM 26 GA. BONDERIZED GALVANIZED SHEET METAL WITH SOLDERED JOINTS U.N.O.. STUCCO ACCESSORIES SHALL BE CEMCO WATER MANAGEMENT SERIES, 25 GA. MATERIAL WITH A G-90 GALVANIZED COATING OR ARCHITECT APPROVED EQUAL, UNLESS NOTED OTHERWISE. BOND BREAKER POLYETHYLENE TAPE TO BE USED AS BOND BREAKER, REQUIRED BETWEEN ACRYLIC PLASTER AND PAINT FINISHES AND ALL WEEPING SOLID LEG FLASHING. TAPE SHOULD RUN FROM THE SOLID VERTICAL LEG TO 1/8" FROM FRONT EDGE. ANY APPLIED FINISHE THAT CREATES A BOND BETWEEN THE PLASTER AND METAL SHALL BE BROKEN WITH UTILITY KNIFE AND SHALL BE MAINTAINED AS SUCH. S.A.F. 2 TYPICAL EXTERIOR CEMENT PLASTER SCALE: 3"=1'-0"FILE NAME: SOFFIT WALL GALVANIZED EXPANDED METAL LATH APPROVED FOR USE ON HORIZONTAL SURFACES, SPAN RATED FOR STRUCTURAL MEMBER SPACING WEATHER BARRIER / UNDERLAYMENT (W.R.B.) * : 1 LAYER BUILDING PAPER O/ 1 LAYER AIR BARRIER. REFER TO DETAIL 4 ON THIS SHEET & NOTE BELOW. EXTERIOR CEMENT PLASTER ASSEMBLY: 3 COAT PORTLAND CEMENT PLASTER PER CBC CHAPTER 25. WEATHER BARRIER / UNDERLAYMENT * : 1 LAYER BUILDING PAPER O/ 1 LAYER AIR BARRIER. REFER TO DETAIL 4 / -. GALVANIZED METAL LATH APPROVED FOR USE ON VERTICAL SURFACES. VERIFY PLASTER FINISH w/ ARCHITECT. TEXTURE TO MATCH PLASTER OF (E) S.F. RESIDENCE. SCRATCH COAT BROWN COAT FINISH COAT LINE OF FRAMING / SUBSTRATE THIS DETAIL DESCRIBES TYPICAL GENERAL ASSEMBLY COMPONENTS & INSTALLATION PROCEDURE. REFER TO ACTUAL CONDITIONS & KEYED DETAILS FOR DIMENSIONS, CONFIGURATIONS & OTHER SPECIFICS OF THE WORK. * NOTE RE: WEATHER RESISTIVE BARRIER (W.R.B.) W.R.B. ( AS SPECIFIED ) IS INTENDED TO DELIVER GREATER WATER RESISTANCE THAN REQ. BY CODE. PER 2022 CRC SEC. R703.7.3.1, MIN. REQ. W.R.B. SHALL BE 2 LAYERS OF 10-MIN. GRADE 'D' PAPER. TYPICAL EXTERIOR PLASTER SYSTEM COMPONENTS SCALE: 3" = 1'-0"FILE NAME: SELF ADHESIVE FLASHING (S.A.F.) BEHIND SHEET METAL FLASHING FOR INTEGRATION WITH ADJACENT WATERPROOFING/ ROOFING CONDITIONS EXTERIOR GYPSUM SHEATHING AND SHEAR PANELS PER WALL TYPES AND STRUCTURAL DRAWINGS DRIP / WEEP SCREED FINISH COATING SYSTEM 7/8" EXTERIOR CEMENT PLASTER PER DETAIL 1 / - WIRE METAL LATH CONT SHEET METAL DRIP FLASHING, PROVIDE END DAMS AT ALL DRIP FLASHING TERMINATIONS UNO W.R.B. (SEE DETAILS 1 & 4) 1 LAYER BUILDING PAPER O/ 1 LAYER AIR BARRIER 3" 20 22 STUCCO WEEP SCREED SCALE: 3"=1'-0"FILE NAME: GYP. BD. (WHERE OCCURS) SELF ADHERED FLEXIBLE FLASHING O/ NO. 26 GA. G.S.M. WEEP SCREED W/ 3-1/2" FLANGE AT EXT. CEM. PLASTER WALL FRAM'G INSULATION (WHERE OCCURS) 3-COAT EXTERIOR CEMENT PLASTER O/ WIRE LATH O/ W.R.B. W.R.B. (MIN. 2 LAYERS OF GRADE "D" BLDG. PAPER) CONC. SLAB BLDG. SHT'G (WHERE OCCURS) 2" MI N . 6" M I N . T O G R A D E 8" M I N . T O G R A D E PRIMED BLDG. SHT'G G.S.M. FLASHING O/ PRE STRIP W/ S.A.F. BUTYL. 2" CONCRETE PAVING MI N . SEAL STRIP SLOPE 1/4" = 1'-0" MAX 1 - STUCCO CONTROL JOINTS SCALE: 3"=1'-0"FILE NAME: 2x SOLID BACKING REQUIRED WHEN SHEATHING NOT PROVIDED WHERE S.A.F. IS REQUIRED. EXTERIOR CEMENT PLASTER O/ WIRE LATH O/ W.R.B. WALL FRAMING PER STRUCTURAL DRAWINGS SHEATHING MAY OCCUR WIRE LATH O/ W.R.B. O/ 9" WIDE S.A.F. O/ CEMCO #15 SOLID LEG CONTROL JOINT OVER 9" WIDE FLASHING O/ W.R.B CEMCO #15 SOLID LEG CONTROL JOINT AT EACH FLOOR LEVEL, TYP. CONTROL JOINT SHALL BE CONTINUOUS, NOT INTERRUPTED BY VERTICAL CONTROL JOINTS. TOP OF FLOOR SHEATHING TYP. 2x SOLID BACKING REQUIRED AT S.A.F. WHEN SHEATHING NOT PROVIDED AT FLASHING EXTERIOR CEMENT PLASTER O/ WIRE LATH O/ W.R.B. FLOOR FRAMING PER STRUCTURAL DRAWINGS WIRE TIE WIRE LATH TO BOTTOM FLANGE OF CEMCO #15 JOINT; NO NAILS, SCREWS OR STAPLES. WIRE LATH TO BE CUT AND INSTALLED WITHOUT CONNECTION TO WIRE LATH ABOVE THE CONTROL JOINT. CEMCO DOUBLE "J" CONTROL JOINT (#XJ-15), TYPICAL AT ALL VERTICAL LOCATIONS. INSTALL #XJ-15 OVER THE CONTINUOUS SOLID LEG OF THE CEMCO #15 JOINT. CUT WIRE LATH AND WIRE TIE WIRE LATH TO EACH FLANGE OF THE CEMCO DOUBLE "J" CONTROL JOINT; NO NAILS, SCREWS OR STAPLES ALLOWED SO THAT THE CONTROL JOINT CAN EXPAND AND CONTRACT. CEMCO DOUBLE "J" CONTROL JOINT (#XJ-15). INSTALL #XJ-15 OVER THE CONTINUOUS LEG OF THE V VERTICAL DOUBLE "J" CONTROL JOINT. THE HORIZONTAL JOINT SHALL STAND OFF 1/4" FROM THE VERTICAL JOINT ON EACH SIDE TO ALLOW FOR MOVEMENT, CAULK EACH SEPARATION W.R.B. SHALL RUN CONTINUOUS BEHIND ALL CEMCO DOUBLE "J" CONTROL JOINTS. FOR ADDITIONAL INFORMATION SEE DETAIL BLOCKING AS REQUIRED TO PROVIDE REQUIRED LATH ATTACHMENT TO STRUCTURE 1/4" 4 - 1 - EXTERIOR CEMENT PLASTER O/ WIRE LATH O/ W.R.B. CEILING FRAMING PER STRUCTURAL DRAWINGS * SHEATHING MAY OCCUR WIRE TIE WIRE LATH TO CEMCO #30 CORNER EXPANSION JOINT O/ W.R.B AND EXPANDED METAL LATH * EXTERIOR CEMENT PLASTER O/ WIRE LATH O/ W.R.B. WALL FRAMING PER STRUCTURAL DRAWINGS SHEATHING MAY OCCUR WIRE TIE WIRE LATH TO CEMCO #30 CORNER EXPANSION JOINT O/ W.R.B EXPANDED METAL LATH * WALL FRAMING PER STRUCTURAL DRAWINGS SHEATHING MAY OCCUR EXTERIOR CEMENT PLASTER O/ WIRE LATH O/ W.R.B. WALL FRAMING PER STRUCTURAL DRAWINGS SHEATHING MAY OCCUR CEMCO NO. 1-A CORNER BEAD * IF SHEATHING IS APPLIED TO THE CEILING FRAMING, APPLY W.R.B BETWEEN THE SHEATHING AND EXPANDED METAL LATH. CONTINUE CEILING W.R.B. DOWN AND OVER THE WALL W.R.B 2" MINIMUM. FOR ADDITIONAL INFORMATION SEE DETAILS STUCCO CORNERS SCALE: 3"=1'-0"FILE NAME: WALL/CEILING INSIDE CORNER WALL/WALL OUTSIDE CORNER WALL/WALL INSIDE CORNER 4 - 2 - SHEATHING PROTECTION SCALE: 3"=1'-0"FILE NAME: HARDSCAPE, SLOPE AWAY FROM BUILDING, MAX 2% CROSS SLOPE BUILDING SLAB / FOUNDATION FRAMING PER STRUCTURAL DRAWINGS (DOOR JAMB STUD) CEMCO #7 EXTENDED FOUNDATION SCREED, APPLY SEALANT BETWEEN SCREED AND J-SERIES CASING BEAD SHEATHING PER STRUCTURAL SET PRESERVATIVE TREATED SILL PLATE ON 3 CONTINUOUS BEADS OF NON HARDENING CAULK CEMCO J-SERIES CASING BEAD (SHEATHING PROTECTION), HOLD 1/8" OFF DOOR FRAME AND APPLY SEALANT ALL AROUND BEAD TO FRAME 2 CONTINUOUS BEADS OF SEALANT 2 1 / 2 " 1/2" 1/ 2 " 1/2 " 1/4 " L A N D I N G S L O P E 1 / 4 " = 1 ' - 0 " M A X PRO V I D E S H E A T H I N G PRO T E C T I O N U N T I L S H E A T H I N G I S 2" A B O V E A D J A C E N T H A R D S C A P E 2" A T HA R D S C A P E 14 - WALL PENETRATION w/ QUICKFLASH SCALE: 3"=1'-0"FILE NAME: SHEATHING MAY OCCUR W.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/ WIRE LATH O/ W.R.B. WALL FRAMING PER STRUCTURAL DRAWINGS PENETRATING ELEMENT SEE MEP AND/OR OTHER CONSTRUCTION DOCUMENTS TO IDENTIFY NEED W.R.B. FROM ABOVE O/ "FLASHING PANEL" O/ W.R.B. TUCKED BEHIND PANEL UP TO PENETRATING ITEM 2x SOLID BACKING REQUIRED AT S.A.F. WHEN SHEATHING NOT PROVIDED AT FLASHING QUICKFLASH WEATHERPROOFING PRODUCTS "FLASHING PANEL", IDENTIFY THE PENETRATING ITEM AND PROVIDE APPLICABLE FLASHING PANEL. USE NON-CORRODING ANCHORS iF SQUARE OR RECTANGULAR PENETRATING ITEM CANNOT BE FLASHED USING QUICKFLASH, FLASH PENITRATING ITEM USING COLLAR FLASHING PER DETAIL WALL PENETRATION WITH COLLAR SCALE: 3"=1'-0"FILE NAME: PROVIDE 3/16" ROLLED OR ANGLED STUCCO GROUND EDGE TO PERMIT PLASTER TO KEY UNDERNEATH THE EDGE FOR ADDED ADHESION G.S.M. FLASHING METAL INTEGRAL 7/8" STUCCO SCREED ALL FOUR SIDES 4" 4" 4" 4" PENETRATION OPENING TO BE 1" WIDER AND TALLER THAN THE PENETRATING ITEM TO ALLOW 1/2" WIDE SEALANT JOINT ON ALL SIDES OF PENETRATING ITEM PENETR A T I N G I T E M ( W I D T H O R H E I G H T ) P L U S 9 " 1/ 2 " 1/ 2 " G.S.M. FLASHING COLLAR W.R.B. O/ 9" WIDE S.A.F. O/ W.R.B WIRE LATH O/ W.R.B. O/ COLLAR O/ 9" WIDE S.A.F. EXTERIOR CEMENT PLASTER O/ WIRE LATH O/ W.R.B. SHEATHING MAY OCCUR 2x SOLID BACKING REQUIRED WHEN SHEATHING NOT PROVIDED WHERE S.A.F. IS REQUIRED. W.R.B. O/ 9" WIDE S.A.F. O/ FLASHING COLLAR SEALANT AND BACKER ROD; ALL SIDES PENETRATING ELEMENT SEE MEP AND/OR OTHER CONSTRUCTION DOCUMENTS TO IDENTIFY PENETRATING ITEMS WALL FRAMING PER STRUCTURAL DRAWINGS EXTERIOR WALL PENETRATION FLASHING COLLAR EXTERIOR SIDE 7/8" EXTERIOR LIGHT FIXTURE AT STUCCO SCALE: 3"=1'-0"FILE NAME: EXTERIOR CEMENT PLASTER O/ WIRE LATH O/ W.R.B. 2x SOLID BACKING REQUIRED WHEN SHEATHING NOT PROVIDED WHERE S.A.F. IS REQUIRED. W.R.B. O/ 9" WIDE S.A.F. O/ W.R.B. SHEATHING MAY OCCUR WALL SCONCE LIGHT FIXTURE. REFER TO KEYNOTE U1 ON SHEET A210. WIRE LATH O/ W.R.B. O/ COLLAR O/ 9" WIDE S.A.F. W.R.B. O/ 9" WIDE S.A.F. O/ FLASHING AT TOP & SIDES OF QUICKFLASH COLLAR ELECTRICAL BOX W/ QUICKFLASH COLLAR FOR STUCCO APPLICATION 1923 NOT USED NOT USED VENT HOOD AT 1HR EXTERIOR WALL SCALE: 3"=1'-0"FILE NAME: POWER VENT PVC 3 1/2" SELF ADHERED FLASHING (2) 2x BLOCKING T&B OF OPENING PVC VENT PIPE TERMINAL W/ WIRE SCREEN FABRIC PER POWER VENT SUPPLIER SELF ADHERED FLASHING INSTALL ALL AROUND OPENING BLDG. PAPER 5/8" "TYPE "X" 1-HR GYP. BD. FIRESTOP SEALANT ALL AROUND 2" 1/ 8 " M A X . 1" MILCOR PLASTER STOP CONT. BETWEEN SIDE WALLS OF HOOD TACK WELD TO HOOD COLLAR 1" 1" METAL PLATE COLLAR CONTINOUS AROUND VENT PIPE SUPPLIED BY POWER VENT SUPPLIER 1 1/2" PER MANUF. REQ. EXTERIOR CEMENT PLASTER O/ WIRE LATH O/ W.R.B. FIRESTOP SEALANT ALL AROUND BLDG. PAPER 3" ALL AROUND 1" H ARCH FROM SPRING POINT HOOD WIDTH 4" HOOD COLLAR 22 GA. MTL. HOOD PRIME & PAINT 3 1/2" 5 1/2" ARCH SPRING POINT TO BOTTOM OF HOOD MILCOR PLASTER STOP BEYOND HOOD MECHANICALLY FASTEN AND SOLDER ALL JOINTS WATERTIGHT TYP. 1 - FOR ADDITIONAL INFORMATION SEE DETAILS 4 - VENT PIPE THROUGH COMPOSITION ROOF SCALE: 1 1/2"=1'-0"FILE NAME:SCALE: 1 1/2"=1'-0"FILE NAME: 1 LAYER OF 30# ROOF FELT, 2 LAYERS IF LESS THAN 4:12 SLOPE. PREFABRICATED PIPE FLASHING W/ GASKET AT TOP & G.S.M. FLASH'G AT BASE. WEATHERBOARD LAP W/ ROOFING. SEAL TO ROOFING W/ ROOFER'S MASTIC - PER CLASS 'A' ROOFING MFG. RECOMMENDATIONS. ROOF FRAM'G (PER STRUCT.) CLASS 'A' COMPOSITION ROOFING VENT PIPE PROVIDE SEALANT IN ROOF SHT'G AROUND VENT INSTRUCTIONS FOR PROPER INSTALLATION REFER TO MANUFACTURER 24NOT USED NOT USED HOLD- 829 N Garfield St1/15/2025