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Home My WebLink AboutHOLD- REV 1 - 829 N Garfield St - PlanARCHITECTURAL SHEET INDEX SHEET NUMBER SHEET TITLE A001 TITLE SHEET A031 2022 CALGREEN RESIDENTIAL MANDATORY MEASURES (SH. 1 OF 2) A032 2022 CALGREEN RESIDENTIAL MANDATORY MEASURES (SH. 2 OF 2) A099 GENERAL NOTES A100 ARCHITECTURAL SITE PLAN & GENERAL NOTES (CONTINUED) A201 DEMOLITION & PROPOSED BUILDING PLANS - LEVEL 1 A202 DEMOLITION & PROPOSED BUILDING PLANS - LEVEL 2 A210 PROPOSED BUILDING RCPS ( FOR REFERENCE ONLY ) A300 EXTERIOR ELEVATIONS A400 BUILDING SECTIONS A600 PPSD UNIT PLANS, DEMO UNIT PLANS & INT. ELEVS. - UNITS 1 & 2 A601 PPSD UNIT PLANS, DEMO UNIT PLANS & INT. ELEVS. - UNITS 3, 4, 7 & 8 A602 PPSD UNIT PLANS, DEMO UNIT PLANS & INT. ELEVS. - UNITS 5 & 6 A603 PPSD UNIT PLANS, DEMO UNIT PLANS & INT. ELEVS. - UNITS 9 & 10 A610 PROPOSED UNIT RCPS ( FOR REFERENCE ONLY ) A800 DOOR & WINDOW SCHEDULES A900 FIRE-RESISTANCE RATED ASSEMBLY DETAILS A901 FIRE-RESISTANCE RATED CONTINUITY DETAILS A902 TYPICAL FIRE-RESISTANCE RATED & FENCE DETAILS A903 FIRE-RESISTANCE RATED PENETRATION DETAILS A910 EXTERIOR DETAILS A911 STAIR & WINDOW DETAILS A912 DOOR DETAILS A920 INTERIOR DETAILS STRUCTURAL SHEET INDEX SHEET NUMBER SHEET TITLE S-CS STRUCTURAL COVER SHEET S101D EXISTING FOUNDATION & RAISED FLOOR PLAN S101 PROPOSED FOUNDATION & RAISED FLOOR PLAN S201D EXISTING 2ND FLOOR FRAMING PLAN S201 PROPOSED 2ND FLOOR FRAMING PLAN S301D EXISTING ROOF FRAMING PLAN S301 PROPOSED ROOF FRAMING PLAN SN0 STRUCTURAL NOTES SD1 STRUCTURAL DETAILS SD2 STRUCTURAL DETAILS SD3 STRUCTURAL DETAILS ELECTRICAL SHEET INDEX SHEET NUMBER SHEET TITLE E000 ELECTRICAL SPECIFICATION E001 SINGLE LINE DIAGRAM / SCHEDULES E002 PANEL SCHEDULES E003 ELECTRICAL DETAIL E100 ELECTRICAL PLAN - GROUND FLOOR E101 ELECTRICAL PLAN - 2ND FLOOR TE00 TITLE 24 - INDOOR TE01 TITLE 24 - OUTDOOR MECHANICAL SHEET INDEX SHEET NUMBER SHEET TITLE M000 MECHANICAL NOTES M001 MECHANICAL SCHEDULES M100 MECHANICAL PLAN - GROUND FLOOR M101 MECHANICAL PLAN - 2ND FLOOR M102 MECHANICAL PLAN - ROOF M200 HVAC CONDENSATE - GROUND FLOOR M201 HVAC CONDENSATE - 2ND FLOOR TM00 MECHANICAL TITLE 24 TM01 MECHANICAL TITLE 24 GARFIELD RESTORATION / REMODEL 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 Bu l l e t i n 1 S u b m i t t a l 1 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 09/13/2024 2ND PLAN CHECK SUBMITTAL 11/07/2024 3RD PLAN CHECK SUBMITTAL 12/18/2024 4TH PLAN CHECK SUBMITTAL 09/19/2025 BULLETIN 1 SUBMITTAL 1 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 1 Vanita Soni PuriAttn: 2 3 4 TITLE SHEET A001 PROJECT DIRECTORY CLIENTS:VVS ESTATES, LLC ATTN: VANITA SONI PURI 1423 GEORGINA AVENUE SANTA MONICA, CA 90402 949-922-7075 ARCHITECT:ZOHRABIANS AOD, INC. ARTHUR ZOHRABIANS, R.A. 700 PALM DRIVE, STE.106 GLENDALE, CA 91202 818-300-9420 STRUCTURAL E.S.S.E. ENGINEER:ELIE SAYEGH, P.E. 947 E. FAIRWAY DRIVE ORANGE, CA 92866 714-400-5584 MECHANICAL CIRCA DOMINI INT'L, INC. ENGINEER:RUTH CHEN, P.E. 9890 RESEARCH DR., STE. 100 IRVINE, CA 92618 949-533-4117 ELECTRICAL CIRCA DOMINI INT'L, INC. ENGINEER:HEE JUN LEE, P.E. 9890 RESEARCH DR., S.100 IRVINE, CA 92618 949-533-4117 PLUMBING CIRCA DOMINI INT'L, INC. ENGINEER:CHUNGSUN KANG, P.E. 9890 RESEARCH DR., S.100 IRVINE, CA 92618 949-533-4117 CODE ANALYSIS 2022 CALIFORNIA BUILDING CODE 2022 CALIFORNIA EXISTING BUILDING CODE 2022 CALIFORNIA HISTORICAL BUILDING CODE 2022 CALIFORNIA ELECTRICAL CODE 2022 CALIFORNIA MECHANICAL CODE 2022 CALIFORNIA PLUMBING CODE 2022 CALIFORNIA ENERGY CODE 2022 CALIFORNIA FIRE CODE 2022 CALIFORNIA GREEN BUILDING STANDARDS CODE JURISDICTION:SANTA ANA, CA TYPE OF CONSTRUCTION:V-B OCCUPANCY GROUPS:R-2 / U FIRE SPRINKLERS:N/A * FIRE ALARM:N/A ** * AN AUTOMATIC FIRE SPRINKLER SYSTEM IS NOT REQUIRED PER 2022 CFC SEC. 1103.5. ** A FIRE ALARM SYSTEM IS NOT REQUIRED PER 2022 CFC SEC. 1103.7.6. THIS PROJECT SHALL COMPLY WITH ALL OTHER REGULATIONS AND ORDINANCES ADOPTED BY THE LOCAL GOVERNING AGENCIES. P. 949.922.7075 ABBREVIATIONS &AND ∠ANGLE @ AT ℄CENTERLINE Ø DIAMETER OR ROUND (E)EXISTING d PENNY ⅊PROPERTY LINE #POUND OR NUMBER A.B.ANCHOR BOLT ABV.ABOVE A/C AIR CONDENSER ACOUS.ACOUSTICAL A.D.AREA DRAIN A.D.U.ACCESSORY DWELLING UNIT ADJ.ADJUSTABLE A.F.F ABOVE FINISH FLOOR AGGR.AGGREGATE AL.ALUMINUM ALT.ALTERNATE ALUM.ALUMINUM APPROX.APPROXIMATE ARCH.ARCHITECT ARCH'L ARCHITECTURAL ASPH.ASPHALT AUTO.AUTOMATIC BA.BATHROOM BD.BOARD BITUM.BITUMINOUS BLDG.BUILDING BLK.BLOCK BLKG.BLOCKING BLK'G BLOCKING BLT.BOLT BM.BEAM BOT.BOTTOM BR.BEDROOM B.U.R.BUILT-UP ROOFING CAB.CABINET C.B.CATCH BASIN CEM.CEMENT CER.CERAMIC C.I.CAST IRON CIR.CIRCLE C.G.CORNER GUARD CJ CEILING JOIST CLG.CEILING CLKG.CAULKING CLO.CLOSET CLR.CLEAR / CLEARANCE CMU CONCRETE MASONRY UNIT C.O.CASED OPENING COL.COLUMN CONC.CONCRETE CONN.CONNECTION CONSTR.CONSTRUCTION CONT.CONTINUOUS C.O.F.CORNER OF FINISH CORR.CORRIDOR CPT CARPET CSMT CASEMENT CTSK.COUNTERSUNK CNTR.COUNTER CTR.CENTER DBL.DOUBLE DEPT.DEPARTMENT D.F.DRINKING FOUNTAIN DET.DETAIL DH DOUBLE HUNG DIA.DIAMETER DIM.DIMENSION DISP.DISPERNSER DIV.DIVERTER DN.DOWN D.O.DOOR OPENING DR.DOOR DS DOWNSPOUT D.S.P.DRY STANDPIPE DW DISHWASHER DWG'S DRAWINGS DWR.DRAWER E.EAST EA.EACH E.D.F.DRINK FOUNTAIN EFF.EFFECTIVE YEAR BUILT E.J.EXPANSION JOINT EL.ELEVATION ELEC.ELECTRICAL ELEV.ELEVATOR EMER.EMERGENCY ENCL.ENCLOSED E.P.ELECTRICAL PANELBOARD EQ.EQUAL EQPT.EQUIPMENT E.W.C.ELECTRIC WATER COOLER EXH.EXHAUST EXST.EXISTING EXP.EXPANSION EXPO.EXPOSED EXT.EXTERIOR EXT'G EXISTING (E)EXISTING F.A.FIRE ALARM F.A.U.FORCED AIR UNIT F.B.FLAT BAR F.D.FLOOR DRAIN FDN.FOUNDATION F.E.FIRE EXTINGUISHER F.E.C.FIRE EXTINGUISHER CABINET F.FLR.FINISH FLOOR FFL FINISH FLOOR F.G.FINSH GRADE / FUEL GAS FGL FIBERGLASS F.H.C.FIRE HOSE CABINET FIN.FINISH FJ FLOOR JOIST FLASH.FLASHING FLASH'G FLASHING FLR FLOOR FLUOR.FLUORESCENT F.O.C.FACE OF CONCRETE F.O.F.FACE OF FINISH F.O.M.FACE OF MULLION F.O.S.FACE OF STUDS FPL FIREPLACE FPRF.FIREPROOF FR FRENCH FRM'G FRAMING F.S.FULL SIZE FT.FOOT OR FEET FTG.FOOTING FURR.FURRING FUT.FUTURE FX FIXED GA.GUAGE GALV.GALVANIZED GAR GARAGE G.B.GRAB BAR GFI GROUND FAULT INTERUPTER G.I.GALVANIZED IRON GL.GLASS / GLAZING GLB GLUE LAMINATED BEAM GND.GROUND GR.GRADE GSM GALVANIZED SHEET METAL GYP.GYPSUM GYP. BD.GYPSUM BOARD G.B.GYPSUM BOARD H.B.HOSE BIBB HC HOLLOW CORE HDR.HEADER HDWD.HARDWOOD HDWE.HARDWARE HM HOLLOW METAL HORIZ.HORIZONTAL HR.HOUR HGT.HEIGHT H.V.A.C.HEATING VENTILATING AIR CONDITIONING HORZ.HORIZONTAL I.D.INSIDE DIAMETER INSUL.INSULATION INT.INTERIOR JAN.JANITOR JT.JOINT KIT KITCHEN LAB.LABORATORY LAM.LAMINATE LAV.LAVATORY LKR.LOCKER LT.LIGHT MAX.MAXIMUM M.B.MACHINE BOLT MBA MASTER BATHROOM MBR MASTER BEDROOM MC MEDICINE CABINET MECH.MECHANICAL MED.MEDIUM MEMB.MEMBRANE MET.METAL MFG MANUFACTURING MFR.MANUFACTURER MH.MANHOLE MIN.MINIMUM MIR.MIRROR MISC.MISCELLANEOUS MLD'G MOULDING M.O.MASONRY OPENING MTD.MOUNTED MUL.MULLION N.NORTH NAT NATURAL NG NATURAL GRADE N.I.C.NOT IN CONTRACT NO.NUMBER NOM.NOMINAL N.T.S.NOT TO SCALE O/OVER O.A.OVERALL OBS.OBSCURE O.C.ON CENTER O.D.OUTSIDE DIAMETER (DIM.) OFF.OFFICE O.H.C.OVERHEAD CABINET OPNG.OPENING OPP.OPPOSITE OSA OUTSIDE AIR PB PUSH BUTTON PDR POWDER ROOM PRCST.PRECAST PL.PLATE P.LAM.PLASTIC LAMINATE PLAS.PLASTER PLYWD.PLYWOOD PNL.PANEL PTD.PAINTED PLUMB.PLUMBING P.O.C.POINT OF CONNECTION PR.PAIR PT.POINT PREFAB.PREFABRICATED P.T.D.PAPER TOWEL DISPENSER P.T.D/R COMBINATION PAPER TOWEL DISPERNSER & RECEPTACLE PTN.PARTITION P.T.R.PAPER TOWEL RECEPTACLE (PPSD)PROPOSED P.V.PHOTOVOLTAIC Q.T.QUARRY TILE R.RISER R RADIUS RAD.RADIUS R.A.G.RETURN AIR GRILLE R.D.ROOF DRAIN REF.REFERENCE REFR.REFRIGERATOR REG.REGULAR REV REVERSE REINF REINFORCE, REINFORCED RF'G ROOFING RGTR.REGISTER REQ.REQUIRED RESIL.RESILIENT RJ RAFTER JOIST RM.ROOM R.O.ROUGH OPENING RWD.REDWOOD R.W.L.RAIN WATER LEADER S.SOUTH SC SOLID CORE S.C.D.SEAT COVER DISPENSER SCHED.SCHEDULE S.D.SOAP DISPENSER SECT.SECTION SERV.SERVICE SF SQUARE FEET S.F.D.SINGLE-FAMILY DWELLING SGD SLIDING GLASS DOOR SGL.SINGLE SH SINGLE HUNG SHR.SHOWER SHT.SHEET SHT'G SHEATHING SIM.SIMILAR SKYLT.SKYLIGHT SL SLIDING SL.SLOPE S.N.D.SANITARY NAPKIN DISPENSER S.N.R.SANITARY NAPKIN RECEPTACLE SOV SHUTOFF VALVE SP.SPACE SPEC.SPECIFICATIONS SQ.SQUARE S.SK.SERVICE SINK SSSP SINGLE SHELF SINGLE POLE SSDP SINGLE SHELF DOUBLE POLE S.ST.STAINLESS STEEL STA.STATION STD.STANDARD STL.STEEL STOR.STORAGE STRL.STRUCTURAL STRUCT'L STRUCTURAL STRUCT STRUCTURE SUSP.SUSPENDED SYM.SYMMEMTRICAL T.B.TOWEL BAR T.O.CURB TOP OF CURB TEL.TELEPHONE TEMP.TEMPERED TER.TERRAZZO T&G TONGUE AND GROOVE THK.THICK T.P.TOP OF PAVEMENT T.P.D.TOILET PAPER DISPENSER TPL TOP PLATE TRD.TREAD TRSM.TRANSOM T.V.TELEVISION TYP.TYPICAL T.O.SHTG TOP OF SHEATHING T.O.C.TOP OF CONCRETE T.O.P.TOP OF PARAPET T.O.W.TOP OF WALL UNF.UNFINISHED U.N.O.UNLESS NOTED OTHERWISE (UNP.)UNPERMITTED U.O.N.UNLESS OTHERWISE NOTED UR.URINAL VCT VINYL COMPOSITION TILE VERT.VERTICAL VEST.VESTIBULE VTR VENT THROUGH ROOF W.WEST W/WITH W.C.WATER CLOSET WD.WOOD WDW.WINDOW W.H.WATER HEATER W.I.WROUGHT IRON W.I.C.WALK-IN-CLOSET W/O WITHOUT WP WEATHERPROOF WS WATER SOFTENER WT.WEIGHT NOTES 1.CAREFULLY REVIEW ALL CONSTRUCTION DOCUMENTS PRIOR TO BID AND START OF CONSTRUCTION. CONFIRM THAT WORK INDICATED IN THE CONSTRUCTION DOCUMENTS IS BUILDABLE AS SHOWN. IMMEDIATELY NOTIFY THE ARCHITECT IN WRITING OF ANY CONFLICTS, DISCREPANCIES AND/OR OMISSIONS IN THE WORK SHOWN. 2.CAREFULLY COMPARE ALL CONSTRUCTION DOCUMENTS WITH THE EXISTING SITE CONDITIONS PRIOR TO BID AND START OF CONSTRUCTION. IMMEDIATELY NOTIFY THE ARCHITECT IN WRITING OF ANY CONFLICTS, DISCREPANCIES AND/OR OMISSIONS. 3.DO NOT SCALE DRAWINGS. REVIEW ALL DIMENSIONS SHOWN IN CONSTRUCTION DOCUMENTS PRIOR TO BID AND START OF CONSTRUCTION. IMMEDIATELY NOTIFY THE ARCHITECT IN WRITING OF ANY CONFLICTS, DISCREPANCIES AND/OR OMISSIONS. 4.MAINTAIN FOR DURATION OF WORK EXITS, LIGHTING, FIRE PROTECTION DEVICES AND ALARMS REQUIRED BY ALL APPLICABLE CODES, ORDINANCES AND AUTHORITIES HAVING JURISDICTION. VERIFY WITH AUTHORITY. 5.KEEP STORED MATERIALS IN PLACE AND DRY AT ALL TIMES. REMOVE ITEMS THAT BECOME WET FROM PROJECT SITE AN DISPOSE OF IN A LEGAL MANNER. 6.THE AREAS INDICATED ARE FOR THE PURPOSE OF BUILDING DEPARTMENT SUBMITTAL ONLY AND ARE NOT TO BE USED FOR CONSTRUCTION ESTIMATES, ENERGY CALCULATIONS, SALES, AND MARKETING LITERATURE, OR ANY OTHER PURPOSES. AREA CALCULATIONS FOR THESE PLANS WERE MADE BASED ON PLAN DIMENSIONS ONLY AND MAY VARY FROM THE AREA AS BUILT. ANY AREA CALCULATIONS PROVIDED OTHER THAN THOSE MANDATED BY CODE SHALL BE NOTED AS TO THEIR METHOD OF CALCULATION AND PURPOSE OF INCLUSION DEFERRED SUBMITTALS THE CONTRACTOR IS RESPONSIBLE FOR SUBMITTING THE FOLLOWING DEFERRED SUBMITTALS TO THE CITY OF SANTA ANA FOR REVIEW AND APPROVAL: 1.SIGNAGE 2.SECURITY SYSTEM 3.DEMOLITION 4.ENCROACHMENT PERMIT (PUBLIC IMPROVEMENT PLANS) DESIGN/BUILD COMPONENTS AND SYSTEMS: CONTRACTOR SHALL BE RESPONSIBLE FOR ALL DESIGN/BUILD COMPONENTS AND SYSTEMS UNLESS OTHERWISE ARRANGED BETWEEN THE OWNER AND CONTRACTOR. DESIGN/BUILD COMPONENTS AND SYSTEMS MUST BE FULLY COORDINATED WITH THE PROJECT DESIGN WORK THAT HAS PRECEDED IT. IT IS INTENDED THAT DESIGN/BUILD DESIGN WORK SHALL BE COMMENCED PRIOR TO THE START OF CONSTRUCTION AND EARLY ENOUGH IN THE CONSTRUCTION SCHEDULE SO THAT IT CAN BE FULLY COORDINATED WITH WORK ALREADY DESIGNED OR PUT IN PLACE. ANY WORK RELATED TO A GIVEN DESIGN/BUILD COMPONENT OR SYSTEM THAT INTERFERES WITH THE INTENDED FUNCTION OF THE PROJECT, OR ITS PARTS, OR THE WORK OF OTHERS, MUST BE REMEDIED AT CONTRACTOR'S EXPENSE. DESIGN/BUILD COMPONENTS AND SYSTEMS MAY REQUIRE SEPARATE APPROVALS, PERMITS AND INSPECTIONS FROM AND BY THE AUTHORITY(S) HAVING JURISDICTION (AHJ) OVER THE WORK. CONTRACTOR IS RESPONSIBLE FOR VERIFYING ANY SUBMITTAL REQUIREMENTS AND OBTAINING EACH RESPECTIVE APPROVAL, PERMIT AND INSPECTION FROM AND BY THE AHJ, INCLUDING PUBLIC UTILITY COMPANIES. DEFERRED SUBMITTALS: VARIOUS DESIGN/BUILD COMPONENTS AND SYSTEMS (INCLUDING FINAL COORDINATION AND IMPLEMENTATION OF PUBLIC UTILITIES CONNECTIONS AND HOOKUPS) ARE REQUIRED TO HAVE SEPARATE DEFERRED SUBMITTALS MADE TO THE AHJ. DESIGN AND CONSTRUCTION DOCUMENTS FOR EACH DEFERRED SUBMITTAL SHALL BE STAMPED AND SIGNED BY THE APPROPRIATELY LICENSED INDIVIDUAL RESPONSIBLE FOR THE DESIGN AND WORK INVOLVED. THE DOCUMENTS SHALL FIRST BE REVIEWED BY THE CONTRACTOR AND SHALL BE APPROVED WITH A NOTATION INDICATING THAT THE CONTRACTOR HAS FOUND THE DESIGN AND DOCUMENTS TO BE IN CONFORMANCE WITH THE CONTRACT DOCUMENTS, AND THE SUBJECT DESIGN/BUILD WORK HAS BEEN COMPLETELY COORDINATED WITH AS-BUILT CONSTRUCTION AND ALL WORK TO FOLLOW. THE DOCUMENTS SHALL THEN BE SUBMITTED TO THE ARCHITECT AND ENGINEER OF RECORD, WHO SHALL REVIEW THEM. UPON SATISFACTORY REVIEW, THE ARCHITECT SHALL FORWARD THE DOCUMENTS TO THE BUILDING OFFICIAL VIA THE CONTRACTOR WITH A NOTATION INDICATING THAT THE DOCUMENTS HAVE BEEN REVIEWED AND THAT THEY HAVE BEEN FOUND TO BE IN GENERAL CONFORMANCE WITH THE DESIGN CONCEPT OF THE BUILDING. CONTRACTOR SHALL BE RESPONSIBLE FOR SUBMITTING TO, AND OBTAINING APPROVAL OF, THE AHJ OVER THE WORK FOR EACH RESPECTIVE DEFERRED SUBMITTAL. THE DEFERRED SUBMITTAL ITEMS SHALL NOT BE INSTALLED UNTIL THEIR DESIGN AND SUBMITTAL DOCUMENTS HAVE BEEN APPROVED BY THE AHJ. 2 SCOPE OF WORK PROPOSAL TO PARTIALLY RESTORE (EXTERIOR) / PARTIALLY REMODEL (INTERIOR) THE EXISTING 2-STORY, 10-UNIT APARTMENT BUILDING AT 829 NORTH GARFIELD STREET, SANTA ANA, CA 92701. THE (E) MULTI-FAMILY BUILDING CONTAINS (3) 2-BEDROOM UNITS, (7) 1-BEDROOM UNITS, (1) UTILITY / COMMON LAUNDRY ROOM, & (10) PARKING STALLS WITHIN (2) PARKING GARAGES. PLANNING DIVISION: THE (E) MULTI-FAMILY BUILDING IS LOCATED WITHIN THE CITY OF SANTA ANA'S "FRENCH PARK HISTORIC DISTRICT" (SD-19). PROJECT SUMMARY A PARTIAL RESTORATION / PARTIAL REMODEL IS BEING PROPOSED TO THE (E) HISTORICAL MULTI-FAMILY BUILDING AT 829 NORTH GARFIELD STREET, SANTA ANA, CA 92701. SITE SUMMARY: A.I.D. 398-043-01 TRACT / BLK. / LOTS 698 / 67 / 1 & 2 LOT SIZE 1.172 ACRES; 7,500 S.F. IMPROVEMENT(S)8,250 SF; 13 BD, 10 BA [ (E) M.F.BLDG. ] YEAR BUILT 1957 CITY (CO.), STATE SANTA ANA (ORANGE), CALIFORNIA PROJECT CODE SUMMARY: OCCUPANCIES R-2 (APARTMENTS) B (UTILITY / COMMON LAUNDRY ROOM) U (PRIVATE GARAGES) TYPE OF CONSTR.TYPE V-B (ORIGINALLY BUILT AS "TYPE V-N") FIRE SPRINKLERS NOT (E), NOR REQUIRED [2022 CFC SEC. 1103.5] ALLOWABLE HEIGHT 40'-0" ABOVE GRADE PLANE [2022 CBC TABLE 504.3] (E) OVERALL HEIGHT +/- 24'-0" ABOVE GRADE PLANE ALLOWABLE STORIES 2 STORIES ABV. GRADE PLANE [2022 CBC TABLE 504.4] (E) NO. OF STORIES 2 STORIES ALLOWABLE AREA 21,000 SF = [(7,000 SF + 3,500 SF) x 2] (E) BUILDING AREA 8,250 SF FIRE-RESISTANCE RATING - TYPE V-B CONSTR. [ 2022 CBC TABLE 601 ]: PRIMARY STRUCTURAL FRAME:0-HR BEARING EXTERIOR WALLS:0-HR BEARING INTERIOR WALLS:0-HR NON-BEARING EXTERIOR WALLS:0-HR NON-BEARING INTERIOR WALLS:0-HR FLOOR CONSTRUCTION:0-HR ROOF CONSTRUCTION:0-HR FIRE SEPARATION DISTANCE - TYPE V-B CONSTR. [ 2022 CBC TABLE 705.5 ]: LESS THAN 10 FT 1-HR GREATER THAN / EQUAL TO 10 FT 0-HR MAX. AREA OF UNPROTECTED NON-SPRINKL'D OPENINGS* [ 2022 CBC TABLE 705.8 ]: 0 FT TO < 5 FT NOT PERMITTED 5 FT TO < 10 FT 10% 10 FT TO < 15 FT 15% 15 FT TO < 20 FT 25% 20 FT TO < 25 FT 45% 25 FT TO < 30 FT 70% > 30 FT NO LIMIT SEPARATION OF DWELLING UNITS [ 2022 CBC 420.2 (708), 420.3 (711) & 1206 ]: SEPARATION WALLS 1-HR FIRE-RES. RATED FIRE PARTITION BETWEEN DWELLING UNITS: HORIZONTAL ASSEMBLIES 1-HR FIRE RESISTANCE BETWEEN DWELLING UNITS: ACCESSIBILITY REQUIREMENTS [ 2022 CBC 1102A.2 ]: "COVERED MULTIFAMILY DWELLINGS SHALL BE MAINTAINED IN COMPLIANCE WITH THE ACCESSIBILITY STANDARDS IN EFFECT AT THE TIME OF CONSTRUCTION. APARTMENTS CONSTRUCTED PRIOR TO MARCH 13, 1991 SHALL BE MAINTAINED IN COMPLIANCE WITH THE ACCESSIBILITY STANDARDS IN EFFECT AT THE TIME OF CONSTRUCTION." VICINITY MAP SITE PLUMBING SHEET INDEX SHEET NUMBER SHEET TITLE P000 PLUMBING NOTES & SCHEDULES P001 PLUMBING DETAILS P002 PLUMBING SPECIFICATION SHEETS P100 WASTE & VENT PLAN P101 WASTE & VENT PLAN - 2ND FLOOR P200 WATER & GAS PLAN P201 WATER & GAS PLAN - 2ND FLOOR P300 WASTE & VENT RISER DIAGRAM P301 WATER & GAS RISER DIAGRAMS VVS ESTATES, LLC ATTN: VANITA SONI PURI 829 N. GARFIELD STREET, SANTA ANA, CA 92701 NOTE TO GENERAL CONTRACTOR THE EXISTING CONDITIONS AT THE SUBJECT BUILDING WERE PARTIALLY CONCEALED AT THE TIME OF OBSERVATION. THOSE CONCEALED PORTIONS COULD NOT BE OBSERVED PRIOR TO THE PREPARATION OF THESE DOCUMENTS. DURING CONSTRUCTION, SHOULD YOU FIND FIELD CONDITIONS THAT DIFFER FROM THOSE DOCUMENTED AS "EXISTING" IN THESE DOCUMENTS, IMMEDIATELY ALERT THE PROJECT ARCHITECT, STRUCTURAL ENGINEER & OWNER OF THE DIFFERING CONDITIONS IN THE FORM OF A REQUEST FOR INFORMATION (RFI). 1 PUBLIC WORKS NOTE TO G.C. NO WORK SHALL BE PERFORMED TO THE CITY'S UTILITY SERVICE CONNECTIONS PRIOR TO BEING GRANTED AN ENCROACHMENT PERMIT (SEE DEFERRED SUBMITTALS BELOW) FOLLOWING APPROVAL FROM THE CITY OF SANTA ANA'S DEPARTMENT OF PUBLIC WORKS. 2 Revision to 105120166, 40539325, & 20583473, 3704, 3708-14, 16-17 (iss. on 1/10/2025) REV 1 #'s - 105125231, 20587035, &40540816 APPROVALS: PLNG - P. Gomez BLDG - J. Lo ELECT - M. Smith MECH - CSG GM GM GM GM GM GM GM GM GM GM GM DN ELEC.PANEL ELEC.PANEL DN 150'-0"20'-0" 50 ' - 0 " 3' - 0 " 42 ' - 0 " 5' - 0 " 19'-6"120'-4"10'-2" GA R F I E L D S T R E E T VANCE STREET 6E5 4 3R 3W 1 3 2 2 2 2 6 6 6 6 825 N. GARFIELD ST. A.I.D. 398-043-02 821 N. GARFIELD ST. A.I.D. 398-043-03 8 766 6 6 6 98 10 PREFABRICATED FIREPLACES A.Provide labor, material, equipment, and services necessary for the installation of all prefabricated fireplaces as shown on the drawings and as noted herein. B.Conduct all work in conformance with CBC Section 2111.14.1, as applicable, ICC Evaluation Service Reports, SMACNA "Architectural Sheet Metal Manual", with materials in compliance with ASTM standards for their specific use. C.Materials: 1.Manufacturer, size and/or model as noted on plans or as specified by Owner in bid instructions. 2.Accessories such as, but not limited to, flues, chimneys, termination caps and spark arresters as specified and/or approved by the fireplace manufacturer. D.Contractor shall inspect details and previous work by others for appropriateness to installing prefabricated fireplaces. Report deficiencies immediately in writing to the developer with a copy to the architect. Failure to do so, or commencement of work without such notification, will constitute an acceptance by contractor of suitability of previous work by others. E.Verify all sizes and dimensions by taking field measurements prior to installation. F.Fireplaces and accessories shall be installed with strict adherence to manufacturer's written recommendations and all applicable building and mechanical codes. G.Gas or liquid fuel fireplaces shall have dampers that remain permanently open. H.Refer to landscape drawings for all information regarding exterior fireplaces. ASTM. C.All materials shall be new and of the same manufacturer for each class or group of equipment. Materials shall be listed and approved by Underwriter's Laboratories, Inc. and shall bear the inspection label where subject to such approval. Materials shall meet with the approval of the division of industrial safety and all governing bodies having jurisdiction. Materials shall be manufactured in accordance with applicable standards. 1.Underground service, one meter per unit, size per electrical requirements. 2.Verify meter location and all requirements with governing utility company. 3.Switch plates, covers, etc.: as selected by Owner. 4.Fixtures: as selected by Owner. 5.Smoke detectors, exhaust fans, etc.: as selected by Owner. 6.Sealed plate covers. D.CBC Section 907.2.10 Single- and multiple-station smoke alarms. Listed single- and multiple-station smoke alarms shall be installed in accordance with sections 907.2.10.1 through 907.2.10.8, the provisions of the CBC, and the household fire-warning equipment provisions of NFPA 72. 1.CBC Section 907.2.10.5 Interconnection. Where more than one smoke alarm is required to be installed within an individual dwelling unit or sleeping unit in Group R-2, R-3, R3.1 or R-4, or within an individual dwelling unit or sleeping unit in Group R-1, the smoke alarms shall be interconnected in such a manner that the activation of one alarm will activate all of the alarms in the individual unit. The alarm shall be clearly audible in all bedrooms over background noise levels with all intervening doors closed. 2.CBC Section 907.2.10.6 Power Source. In new construction, required smoke alarms shall receive their primary power from the building wiring where such wiring is served from a commercial source and shall be equipped with a battery backup. Smoke alarms shall emit a signal when the batteries are low. Wiring shall be permanent and without a disconnecting switch other than as required for overcurrent protection. 3.Exceptions as stated in CBC Section 907. 4.Additional requirements as stated in CBC 907.2.10.2 for R-3 occupancies. E.CBC Section 915.4. Carbon Monoxide Alarms for new construction, an approved carbon monoxide alarm shall be installed in dwelling units within which fuel-burning appliances are installed; and in dwelling units that have attached garages. 1.CBC Section 915.4.1 Power Source. For new construction, required carbon monoxide alarms shall receive their primary power from the building wiring where such wiring is served from a commercial source and shall be equipped with a battery back-up. Alarm wiring shall be directly connected to the permanent building wiring without a disconnecting switch other than as required for overcurrent protection. 2.Exceptions as stated in CBC section 915.4.1. 3.CBC Section 915.4.5. Interconnection Where more than one carbon monoxide alarm is required to be installed within the dwelling unit or within the sleeping unit, the alarm shall be interconnected in a manner that activation of one alarm shall activate all of the alarms in the individual unit. Exceptions as stated in CBC Section 915.4.5. 4.Locations requirements as stated in CBC 915.4.3. 5.Combination alarms per CBC 915.4.4. 6.CBC Section 915.7. Visible Alarms In buildings meeting the definition of "COVERED MULTIFAMILY DWELLINGS" as defined in chapter 2, all required carbon monoxide alarms shall be equipped with the capability to support visible alarm notification in accordance with NFPA 720. SCALE:11/8"=1'-0"ARCHITECTURAL SITE PLAN ARCHITECTURAL SITE PLAN & GENERAL NOTES (CONTINUED) A100 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 Bu l l e t i n 1 S u b m i t t a l 1 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 09/13/2024 2ND PLAN CHECK SUBMITTAL 11/07/2024 3RD PLAN CHECK SUBMITTAL 12/18/2024 4TH PLAN CHECK SUBMITTAL 09/19/2025 BULLETIN 1 SUBMITTAL 1 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 ZOHRAB I A SN VVS Estates, LLC 1 Vanita Soni PuriAttn: 2 3 4 N SCALE:2N.T.S.GEN. NOTES (CONT'D) SITE PLAN KEYNOTES DESCRIPTION 1 PROJECT SITE 2 PROPERTY LINE 3 (E) 10-UNIT MULTI-FAMILY RESIDENTIAL BUILDING [M.F.BLDG.] 3R LINE OF ROOF EDGE [M.F.BLDG.] 3W LINE OF EXTERIOR WALL BELOW [M.F.BLDG.] 4 20 FT. WIDE ALLEY AT REAR OF PROPERTY 5 (E) FLOOR MOUNTED GAS METERS (11 TOTAL). 6 (PPSD) FLOOR-MOUNTED MECHANICAL MINI-SPLIT UNIT. 6E (E) FLOOR-MOUNTED MECHANICAL MINI-SPLIT UNIT. 7 (E) UTILITY ROOM W/ (2) WATER HEATERS. REFER TO PLUMBING DWGS. 8 (PPSD) 6 FT. TALL WOOD FENCE W/ 3 FT. WIDE GATE. DESIGN INTENT IS TO SCREEN (PPSD) MECHANICAL UNITS ALONG SIDE YARD. REFER TO THE "PLAIN WOOD" FENCE STYLE IN DETAIL 17 / A902. GATES ENCLOSING EXITING PATH SHALL BE OPERABLE FROM THE INSIDE WITHOUT USE OF A KEY OR HARDWARE 9 (PPSD) WALL-MOUNTED 400 AMP ELECTRICAL SERVICE METER BOX HOUSING (11) ELECTRICAL SERVICE METERS - (1) PER UNIT + (1) HOUSE. 10 (PPSD) PIPE BOLLARD. REFER TO DETAIL 22 / A910. SITE PLAN SYMBOL LEGEND (E) HARDSCAPE PROPERTY LINE EXISTING ROOF SLOPE DOWN [M.F.BLDG.] (E) MULTI-FAMILY BUILDING [M.F.BLDG.] (E) SITE - NOT IN SCOPE OF WORK (E) LANDSCAPE NOTE TO GEN. CONTRACTOR THE EXISTING CONDITIONS AT THE SUBJECT BUILDING WERE PARTIALLY CONCEALED AT THE TIME OF OBSERVATION. THOSE CONCEALED PORTIONS COULD NOT BE OBSERVED PRIOR TO THE PREPARATION OF THESE DOCUMENTS. DURING CONSTRUCTION, SHOULD YOU FIND FIELD CONDITIONS THAT DIFFER FROM THOSE DOCUMENTED AS "EXISTING" IN THESE DOCUMENTS, IMMEDIATELY ALERT THE PROJECT ARCHITECT, STRUCTURAL ENGINEER & OWNER OF THE DIFFERING CONDITIONS IN THE FORM OF A REQUEST FOR INFORMATION (RFI). 1 4 1 4 ELEC.PANEL UP UP GM GM GM GM GM GM GM GM GM GM GM UNIT 2 (1-ALT-R) 4 / A600 UNIT 1 1 / A600 UNIT 3 1 / A601 UNIT 4 (3-ALT-R) 4 / A601 GARAGES 1 - 5 GARAGES 6 - 10 UNIT 5 1 / A602 LAUNDRY / UTILITY ROOM W1e W2e W1e W1e W2e W1e W2e W2e W2e W2e W2e W1eW1e STAIR 1 STAIR 2 D3 D5 D4 D1 D2 D6 TYP. 120'-4" 42 ' - 0 " F. E . F. E . F. E . ELEC.PANEL UP UP GM GM GM GM GM GM GM GM GM GM GM UNIT 2 (1-ALT-R) 5 / A600 UNIT 1 2 / A600 UNIT 3 2 / A601 UNIT 4 (3-ALT-R) 5 / A601 GARAGES 1 - 5 GARAGES 6 - 10 UNIT 5 2 / A602 UTILITY ROOM U1 J W1 W2 W1W1 W2 W1 W2 W2 W2 W2 W2 W1W1 STAIR 1 STAIR 2 4 1 2 3 A300 1 A300 4 A300 2 A300 11 A400A400 22 A400A400 3 3 A400 A400 3 TYP. 120'-4" 42 ' - 0 " F. E . F. E . F. E . 5 55 5 5 5 5 5 5 W2 W2A W2A W2A W2A W2A W2A W2A 8 SCALE:13/16"=1'-0"DEMOLITION BUILDING PLAN - LEVEL 1 DOOR REFERENCE. REFER TO 1 / A800.XX WINDOW REFERENCE. REFER TO 2 / A800.X B.P. WALL / SYMBOL LEGEND 2X4 WOOD STUD WALL (NON-RATED) * REFER TO W1e & W2e / A900 FOR (E) ASSEMBLIES REFER TO W1 THRU W6 / A900 FOR (PPSD) ASSEMBLIES REFER TO "FIRE-RESISTANCE NOTES" ABOVE. DEMOLITION PLAN KEYNOTES DESCRIPTION ( NOT ALL NOTES APPLY TO DRAWING) D1 DAMAGED RISERS ALONG STAIR 1 TO BE REMOVED. D2 CONCRETE LANDING AT BASE OF STAIR 2 TO BE REMOVED. D3 COMMON LAUNDRY WASHER / DRYER TO BE REMOVED. D4 EXISTING DOOR TO BE REMOVED, ONLY IF DAMAGED. REFER TO KEYNOTE 3 ABOVE. D5 EXISTING WINDOW TO BE REMOVED. D6 BUILDING ELEMENTS WITHIN UNITS TO BE REMOVED. REFER TO A600 SERIES UNIT PLANS FOR ADDITIONAL INFORMATION. 1.PROTECT ALL AREAS, SYSTEMS, FINISHES AND OTHER ITEMS TO REMAIN DURING CONSTRUCTION. 2.ALL UTILITY LINES SUPPORTING OTHER PARTS OF THE EXISTING BUILDING TO REMAIN IN PLACE UNLESS OTHERWISE NOTED. SUPPORT AND PROTECT DURING DEMOLITION AND CONSTRUCTION. 3.THE FINISH DIMENSIONS OF THE OPENING THROUGH EXISTING WALLS ARE SHOWN ON THE PLANS. GC SHALL COORDINATE DEMOLITION TEMPORARY SHORING AND PROVIDE ANY ADDITIONAL CLEARANCE REQUIRED FOR FRAMING AND FINISH OF THE OPENING. 4.THESE PLANS ARE TO DIAGRAM AREAS OF DEMOLITION AND SHALL NOT BE USED AS A RECORD OF EXISTING CONDITIONS. 5.SEE STRUCTURAL DRAWINGS FOR ADDITIONAL DESCRIPTION OF DEMOLITION SCOPE OF WORK. 6.PATCH ALL WALLS, FLOORS AND CEILING TO BE FLUSH AND SMOOTH WITH EXISTING ADJACENT CONDITION. 7.PATCH AND LEVEL FOUNDATION SLAB AFTER DEMO FOR NEW WORK. 8.CLEAN AND PREP ALL AREA FOR NEW FINISH. 9.WHENEVER UNEXPECTED STRUCTURAL ELEMENTS, SUCH AS BEARING WALLS, ARE DISCOVERED, CONTACT STRUCTURAL ENGINEER FOR OBSERVATION AND FURTHER INSTRUCTION. 10.WHENEVER HAZARDOUS MATERIALS ARE DISCOVERED, STOP WORK IN THE PROXIMITY. COORDINATE W/ OWNER'S HAZARDOUS MATERIAL ABATEMENT CONTRACTOR FOR LEGAL REMOVAL AND DISPOSAL. 11.FOR ASBESTOS ABATEMENT: CONTRACTOR SHALL FURNISH ALL LABOR, SERVICES, MATERIALS, PERMITS, INSURANCE (SPECIFICALLY COVERING THE HANDLING AND TRANSPORTATION OF ASBESTOS MATERIALS) AND EQUIPMENT WHICH IS SPECIFIED, SHOWN OR REASONABLY IMPLIED FOR ASBESTOS ABATEMENT ACTIVITIES AS REQUIRED BY ALL APPLICABLE FEDERAL, STATE AND LOCAL ENFORCEMENT AGENCIES. 12.FOR LEAD-BASED PAINT / WASTE ABATEMENT: CONTRACTOR SHALL FURNISH ALL LABOR, SERVICES, MATERIALS, PERMITS, INSURANCE (SPECIFICALLY COVERING THE HANDLING AND TRANSPORTATION OF LEAD-BASED PAINT AND LEAD-BASED PAINT WASTE MATERIALS) AND EQUIPMENT WHICH IS SPECIFIED, SHOWN OR REASONABLY IMPLIED FOR LEAD ABATEMENT ACTIVITIES AS REQUIRED BY ALL APPLICABLE FEDERAL, STATE AND LOCAL ENFORCEMENT AGENCIES. 13.REVIEW PROPOSED BUILDING PLANS FOR CONTEXT & DESIGN INTENT. DEMO PLAN GENERAL NOTES BUILDING PLAN KEYNOTES DESCRIPTION ( NOT ALL NOTES APPLY TO DRAWING) 1 (E) STAIR 1 TO BE RESTORED. ALL DAMAGED RISERS TO BE REPLACED W/ SOLID WOOD OF NOT LESS THAN 2" NOMINAL THICKNESS, PER 2022 CEBC SEC. 313.5. REFER TO DETAILS 17 - 22 ON SHEET A911. 2 (E) STAIR 2 TO BE RESTORED. CONCRETE LANDING AT BASE OF STAIR 2 TO BE REMOVED / REPLACED W/ 2 WOOD STAIRS TO ADDRESS NON-COMPLIANCE W/ 2022 CEBC SEC. 313.3. NEW RISERS / TREADS SHALL MATCH THE RISE / RUN OF RISERS / TREADS ABOVE, BUILT W/ SOLID WOOD OF NOT LESS THAN 2" NOMINAL THICKNESS, PER 2022 CEBC SEC. 313.5. REFER TO DETAILS 17 - 22 ON SHEET A911. HANDRAIL SHALL BE EXTENDED TO A MIN. (12 IN. + TREAD WIDTH) BEYOND BOTTOM RISER, PER 2022 CBC SEC. 1014.6. 3 (E) EXTERIOR COMMON & UNIT ENTRY DOORS TO BE RESTORED. ONLY DAMAGED DOORS & THE ALTERED DOOR AT UNIT 3 TO BE REMOVED / REPLACED W/ DOORS SIM. TO UNITS 1 & 2. ALL DOORS TO BE SANDED, PRIMED AND PAINTED TO MATCH THE (E) DOOR COLOR AT UNITS 1 & 2. ALL SCREEN DOORS TO BE PRIMED & PAINTED TO MATCH THE (E) SCREEN DOOR COLOR AT UNITS 1 & 2. ALL DOOR HANDLES & LOCKSETS TO BE REMOVED / REPLACED. REFER TO THE DOOR SCHEDULE FOR LOCATIONS OF SELF-CLOSING HARDWARE. 4 TANK WATER HEATER TO BE ADDED. REFER TO PLUMB'G DWGS. 5 (PPSD) FLOOR-MOUNTED MECHANICAL UNIT. REFER TO SHEETS TM00 - TM01 OF THE MECH'L DWGS. & INSTALL PER MANUF. REQS. 6 (E) WOOD FASCIA BOARD W/ SOFFITED, CLOSED STUCCO EAVE ABV. DAMAGED / MISSING PORTIONS OF FASCIA TO BE REPLACED W/ NEW FASCIA BOARD. ROOF FASCIA TO BE PAINTED ALL AROUND TO MATCH DARK GRAY COLOR OF EXISTING TRIM (I.E. STAIR 1, GUARDRAILS, POSTS, ETC.). COLOR SHALL BE APPROVED BY ARCHITECT / OWNER. 7 2-HR FIRE-RES. RATED MECH'L SHAFT. REFER TO DETAIL 16 / A902. 8 (PPSD) WALL-MOUNTED 400 AMP ELEC. SERVICE BOX & PIPE BOLLARD. 1.REFER TO SHEET A900 FOR FIRE-RES. RATED WALL ASSEMBLIES. REFER TO WALL TAGS ON SHEETS A201 & A202 FOR LOCATIONS OF FIRE-RES. RATED WALL ASSEMBLIES. 2.REFER TO SHEET A901 FOR FIRE-RES. RATED CONTINUITY DETAILS. 3.REFER TO SHEET A902 FOR TYPICAL FIRE-RES. RATED DETAILS. 4.REFER TO SHEET A903 FOR FIRE-RES. RATED PENETRATION DETAILS. 5.WHERE PORTIONS OF EXISTING WALL FINISHES ARE REMOVED DURING CONSTRUCTION TO ACHIEVE THE ALTERATIONS PROPOSED, THOSE PORTIONS SHALL BE REPLACED WITH THE PROPOSED WALL ASSEMBLIES, REFERENCED ON SHEETS A201 & A202, & DETAILED ON SHEET A900, FOR THE LENGTH OF EACH FRAMING BAY THAT IS EXPOSED UP TO THE NEAREST STUD IN EACH DIRECTION. 6.WHERE EXISTING WALL FRAMING MEMBERS ARE REPLACED WITH NEW WALL FRAMING MEMBERS AT DEMISING WALLS BETWEEN UNITS, RESILIENT CHANNELS SHALL BE ADDED TO ACHIEVE A MIN. STC RATING OF 50, PER DETAIL W2A / A900. 7.BUILT-IN FIXTURES, SUCH AS ELECTRICAL SERVICE SUBPANELS, EXCEEDING 16 SQ. IN. IN AREA SHALL BE FIRE-RES. RATED. FIRE-RESISTANCE NOTES 2X4 WOOD STUD WALL ( 1-HR FIRE-RES. REQ * ) EXIT SIGN (CEBC 313.8) - CEILING MOUNTED MIN. 7'-0" AFF; ILLUMINATED; 1-SIDED DIRECTIONAL ARROW WHERE REQ. REFER TO "EXIT SIGN NOTES" EXIT FIRE-RES. RATED WALL REFERENCES. REFER TO SHEET A900.W # UNIT # # / SHEET UNIT PLAN REFERENCE. REFER TO A600 SERIES SHEETS. 1.EVERY EXIT DOORWAY OR CHANGE IN DIRECTION OF A CORRIDOR SHALL BE MARKED WITH A WELL-LIGHTED EXIT SIGN HAVING LETTER AT LEAST 5 INCHES HIGH. [2022 CEBC SEC. 313.8] 2.PROVIDE INTERNALLY ILLUMINATED EXIT SIGNS IN CONFORMANCE WITH CBC SEC. 1011.4. 3.EXIT SIGNS SHALL BE ILLUMINATED AT ALL TIMES. PROVIDE BACKUP POWER IN CASE OF PRIMARY POWER LOSS IN CONFORMANCE WITH CBC SEC. 1011.5.3. 4.ADDITIONAL EXIT SIGNS MAY BE REQUIRED AND LOCATIONS ARE SUBJECT TO CHANGE DURING FINAL INSPECTION. 5.EGRESS LIGHTING TO MEET THE MINIMUM 1 FOOT CANDLE AT FLOOR LEVEL. EXIT SIGN NOTES EXISTING WALL / ELEMENT TO REMAIN EXISTING WALL / ELEMENT TO BE DEMOLISHED. REFER TO PPSD FLOOR PLANS FOR CONTEXT & DESIGN INTENT. DEMO SYMBOL LEGEND 1.ALL MINIMUM CLEAR DIMENSIONS ARE TO FINISH MATERIAL. 2.ALL WALL DIMENSIONS ARE SHOWN TO FACE OF FRAMING. FOR CMU OR CONCRETE WALLS, DIMENSIONS ARE SHOWN TO FACE OF BLOCK OR CONCRETE SURFACE. 3.ALL EXISTING WALL DIMENSIONS ARE FOR REFERENCE ONLY & SHALL BE VERIFIED IN THE FIELD. 4.INTERIOR FINISHES SHALL COMPLY WITH CBC CHAPTER 8. B.P. GENERAL NOTES FIRE-RES. RATED WALL REFERENCES. REFER TO SHEET A900.W # (E) SURFACE-MOUNTED FIRE EXTINGUISHERF.E. 2X4 WOOD STUD SHAFT WALL ( 2-HR FIRE-RES. REQ * ) 1 1 1 3 4 DEMOLITION & PROPOSED BUILDING PLANS - LEVEL 1 A201 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 Bu l l e t i n 1 S u b m i t t a l 1 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 09/13/2024 2ND PLAN CHECK SUBMITTAL 11/07/2024 3RD PLAN CHECK SUBMITTAL 12/18/2024 4TH PLAN CHECK SUBMITTAL 09/19/2025 BULLETIN 1 SUBMITTAL 1 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 ZOHRAB I A SN VVS Estates, LLC 1 Vanita Soni PuriAttn: 2 3 4 N SCALE:23/16"=1'-0"PROPOSED BUILDING PLAN - LEVEL 1 N 1 1 3 3 3 3 3 3 3 44 T.O.PLATE 8' - 3 " +/ - 6 ' - 6 " 6' - 8 " WDW. HDR. T.O.SHTG 8' - 3 " 6' - 8 " WDW. HDR. +/ - 2 4 ' - 0 " 4 3 78 T.O.SHTG T.O.PLATE T.O.ROOF 13 1B TYP.TYP.TYP. 6 2U 2G TYP. 8 51 TYP. 3 TYP. 4 TYP.TYP. 8 11 TYP. 12 3 12 3 17 A912 TYP. 18 A912 TYP. 13 A911 TYP. TYP. 21 A912 TYP. 8 A910 TYP.4G 2 1 8' - 3 " +/ - 6 ' - 6 " 6' - 8 " WDW. HDR. 8' - 3 " 6' - 8 " WDW. HDR. +/ - 2 4 ' - 0 " T.O.PLATE T.O.SHTG T.O.SHTG T.O.PLATE T.O.ROOF 1B3 TYP.TYP. 2U TYP. 11 TYP. 1B1 4 3 TYP. 5 12 3 12 3 17 A912 TYP. 18 A912 TYP. 13 A911 TYP. 8 A910 TYP. 12 8' - 3 " +/ - 6 ' - 6 " 6' - 8 " WDW. HDR. 8' - 3 " 6' - 8 " WDW. HDR. +/ - 2 4 ' - 0 " T.O.PLATE T.O.SHTG T.O.SHTG T.O.PLATE T.O.ROOF 2G TYP. 4G4 1 TYP. 3 TYP. 5 12 3 12 3 13 A911 TYP. 8 A910 TYP. 9 1312 BEYOND 12 3 1 8' - 3 " +/ - 6 ' - 6 " 6' - 8 " WDW. HDR. 8' - 3 " 6' - 8 " WDW. HDR. +/ - 2 4 ' - 0 " 5 T.O.PLATE T.O.SHTG T.O.SHTG T.O.PLATE T.O.ROOF 3 TYP.TYP. 10 9E 2U 2 4G 51 TYP. 3 TYP. 4 12 3 13 A911 TYP. 17 A911 7 8 A910 TYP. 17 A912 TYP. 18 A912 TYP. 18 A911 11 TYP. 9 9 9 9 9 9 9 9 9 12 13 1B TYP. 12 14 EXTERIOR ELEVATIONS A300 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 Bu l l e t i n 1 S u b m i t t a l 1 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 09/13/2024 2ND PLAN CHECK SUBMITTAL 11/07/2024 3RD PLAN CHECK SUBMITTAL 12/18/2024 4TH PLAN CHECK SUBMITTAL 09/19/2025 BULLETIN 1 SUBMITTAL 1 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 1 Vanita Soni PuriAttn: 2 3 4 SCALE:13/16"=1'-0"NORTH EXTERIOR ELEVATION EXT. ELEVATION KEYNOTES DESCRIPTION ( NOT ALL NOTES APPLY TO DRAWING) 1 (E) EXTERIOR CEMENT PLASTER SYSTEM. MIN. 7/8" THICK EXTERIOR CEMENT PLASTER O/ (2) LAYERS OF GRADE 'D' BUILDING PAPER O/ METAL LATH O/ WOOD SUBSTRATE. INSTALL PER MANUF. SPECS. REFER TO DETAILS 1 THRU 14 ON SHEET A910. 1B (E) BRICK VENEER, ADHERED TO EXTERIOR CEMENT PLASTER. 2 (PPSD) EXTERIOR COMMON DOOR. REFER TO DOOR SCHEDULE IN MODULE 1/A800 & DETAILS 1 - 21 / A912. 2U (PPSD) EXTERIOR UNIT ENTRY DOOR. REFER TO DOOR SCHEDULE IN MODULE 1/A800 & DETAILS 1 - 21 / A912. 2G (E) GARAGE DOOR. NOT IN SCOPE OF PROJECT. 3 (PPSD) ALUMINUM WINDOW SYSTEM. REFER TO WINDOW SCHED. IN MODULE 2/A800 & DETAILS 1 - 16 / A911. 4 (E) COMPOSITION SHINGLE ROOFING SYSTEM O/ UNDERLAYMENT O/ WOOD SUBSTRATE. 4G (E) ASPHALT BUILT-UP FLAT ROOF ABV. GARAGE. 5 (E) WOOD FASCIA BOARD W/ SOFFITED, CLOSED STUCCO EAVE. DAMAGED / MISSING PORTIONS OF FASCIA TO BE REPLACED W/ NEW FASCIA BOARD. ROOF FASCIA TO BE PAINTED ALL AROUND TO MATCH DARK GRAY COLOR OF EXISTING TRIM (I.E. STAIR 1, GUARDRAILS, POSTS, ETC.). COLOR SHALL BE APPROVED BY ARCHITECT / OWNER. 6 (E) STAIR 1 TO BE RESTORED. ALL DAMAGED RISERS TO BE REPLACED W/ SOLID WOOD OF NOT LESS THAN 2" NOMINAL THICKNESS, PER 2022 CEBC SEC. 313.5. REFER TO DETAILS 17 - 22 ON SHEET A911. 7 (E) STAIR 2 TO BE RESTORED. CONCRETE LANDING AT BASE OF STAIR 2 TO BE REMOVED / REPLACED W/ 2 WOOD STAIRS TO ADDRESS NON-COMPLIANCE W/ 2022 CEBC SEC. 313.3. NEW RISERS / TREADS SHALL MATCH THE RISE / RUN OF RISERS / TREADS ABOVE, BUILT W/ SOLID WOOD OF NOT LESS THAN 2" NOMINAL THICKNESS, PER 2022 CEBC SEC. 313.5. REFER TO DETAILS 17 - 22 ON SHEET A911. 8 (E) WOOD GUARDRAIL, TO REMAIN. 9 (PPSD) FLOOR-MOUNTED MECHANICAL UNIT. REFER TO ENERGY CALCS ON SHEETS TM00 - TM01 OF THE MECH'L DWGS. & INSTALL PER MANUF. REQS. 9E (E) FLOOR-MOUNTED MECHANICAL UNIT. 10 (E) FLOOR MOUNTED GAS METERS. 11 (E) EXTERIOR WALL SCONCE LIGHT FIXTURES. FIXTURES AT UNITS 4, 6, 7, 8, 9 & 10 TO REMAIN. MISSING FIXTURES AT UNITS 1, 2 & 5 TO BE REPLACED, AND ALTERED FIXTURE AT UNIT 3 TO BE REMOVED / REPLACED W/ FIXTURE SIM. TO UNITS 4, 6, 7, 8, 9 & 10. 12 (PPSD) 6 FT. TALL WOOD FENCE W/ 3 FT. WIDE GATE. DESIGN INTENT IS TO SCREEN (PPSD) MECHANICAL UNITS ALONG SIDE YARD. REFER TO THE "PLAIN WOOD" FENCE STYLE IN DETAIL 17 / A902. 13 (PPSD) WALL-MOUNTED 400 AMP ELECTRICAL SERVICE METER BOX HOUSING (11) ELEC. SERVICE METERS - (1) PER UNIT + (1) HOUSE. 14 (PPSD) PIPE BOLLARD. REFER TO DETAIL 22 / A910. EXT. ELEVATION NOTES 1.ALL VERTICAL DIMENSIONS SHOWN ARE FROM TOP OF WOOD SHEATHING AT 1ST & 2ND FLOOR. 2.REFER TO DETAIL SHEETS A900-A903 FOR FIRE-RESISTANCE RATED DETAILS AND NOTES. 3.REFER TO DETAIL SHEETS A910-A912 FOR MINIMUM WINDOW, DOOR AND WALL VENT MOISTURE BARRIER INSTALLATION REQUIREMENTS. 4.ALL WINDOW HEADS SHALL BE SET AT THE SAME HEIGHT AS THE ENTRY DOOR (+/- 6'-8") U.N.O. 5.ALL RENOVATED EXTERIOR WALLS SHALL BE SOLID SHEATHED W/ EXTERIOR GRADE PLYWOOD, SAME THICKNESS AS EXTERIOR SHEAR WALLS. REFER TO STRUCTURAL DRAWINGS FOR SHEAR WALL LOCATIONS. 6.PROVIDE (2) LAYERS OF MIN. GRADE "D" BUILDING PAPER AT WOOD SHEATHED WALLS RECEIVING EXTERIOR CEMENT PLASTER. 7.METAL CONTROL JOINTS (C.J.) SHALL BE PROVIDED FOR EVERY 150 S.F. OF STUCCO WALLS AREA, EQUALLY DIVIDING A WALL PLANE, U.N.O. 8.ALL EXTERIOR BUILDING MATERIALS SHALL PRODUCE NO GLARE OR REFLECTIVITY IMPACTS. 9.ALL STUD WALLS & CEILINGS EXTENDING INTO A SOFFIT WILL BE PREBOARDED WITH GYP.BD. PRIOR TO SOFFIT INSTALLATION. 10.ALL STEEL FABRICATIONS SHALL HAVE ENDS CAPPED. 11.ALL WELDS SHALL BE GROUND SMOOTH AND GALVANIZED OR SHOP-PRIMED FOR THE APPLICATION OF PAINT. 12.DUCT TERMINATIONS TO OCCUR MIN. 10'-0" FROM WINDOW OR DOOR OPENINGS IF IN THE SAME PLANE OR LOWER AND 10'-0" + 3" PER DEGREE FROM HORIZONTAL WHEN ABOVE, PER 2022 CMC SEC. 510.9.2.1. 1.REFER TO SHEET A900 FOR FIRE-RES. RATED WALL ASSEMBLIES. REFER TO WALL TAGS ON SHEETS A201 & A202 FOR LOCATIONS OF FIRE-RES. RATED WALL ASSEMBLIES. 2.REFER TO SHEET A901 FOR FIRE-RES. RATED CONTINUITY DETAILS. 3.REFER TO SHEET A902 FOR TYPICAL FIRE-RES. RATED DETAILS. 4.REFER TO SHEET A903 FOR FIRE-RES. RATED PENETRATION DETAILS. 5.WHERE PORTIONS OF EXISTING EXTERIOR WALL FINISHES ARE REMOVED DURING CONSTRUCTION TO ACHIEVE THE ALTERATIONS PROPOSED, THOSE PORTIONS SHALL BE REPLACED W/ FIRE-RES. RATED WALL ASSEMBLY 'W1' ON SHEET A900 FOR THE LENGTH OF EACH FRAMING BAY THAT IS EXPOSED UP TO THE NEAREST STUD IN EACH DIRECTION. 6.BUILT-IN FIXTURES, SUCH AS FIRE EXTINGUISHER CABINETS, EXCEEDING 16 SQ. IN. IN AREA SHALL BE FIRE-RES. RATED. FIRE-RESISTANCE NOTES EXT. ELEVATION COLORS * WHERE EXTERIOR ELEMENTS ARE PROPOSED TO BE REPAINTED, COLORS SHALL BE APPROVED BY OWNER OR ARCHITECT. WHITE * (PAINT O/ STUCCO, MATCH EXISTING COLOR) ADHERED BRICK VENEER DARK GRAY * (PAINT O/ WOOD, MATCH EXISTING COLOR) 4 SCALE:23/16"=1'-0"WEST EXTERIOR ELEVATION SCALE:33/16"=1'-0"SOUTH EXTERIOR ELEVATION SCALE:43/16"=1'-0"EAST EXTERIOR ELEVATION 4 4 4 44 44 4 4 4 4 4 4 4 4'-4" 8'-5" LIVING KITCHEN DINING BEDROOMBATH CLO. R. A M K UNIT 7UNIT 3 D 404 303 302 301 1 7538 46 13 14 17 12 20 18 2 20 21 11 1916 22 CL EQ. CL EQ. 2'-8 1/2" REF. SPACE 3' - 6 " 1' - 8 " 2' - 8 " 4" 2' - 0 " 8' - 2 " 6' - 2 " TILE BACK SPLASH D A UNIT 3 & 7 KITCHEN 3'-0" CAB D D D D 2'-6" VERIFY D D 3' - 6 " 1' - 8 " 2' - 8 " 4" 8' - 2 " D D D TILE BACK SPLASH C D LAUN. 8' - 2 " 7' - 0 " 1' - 2 " 7' - 0 " 7' - 0 " 1' - 2 " 3' - 2 " 4" 2' - 8 " 4" 8' - 2 " 6" D RECESSED SHELF A BATH 8' - 2 " MIRROR 4'-2" 8'-5" LIVING KITCHEN DINING BEDROOM BATH CLO. R. 301 A M K UNIT 8UNIT 4 D 302 303 304 1 7 5 3 846 13 14 17 12 20 18 2 20 21 11 19 16 22 CL EQ. CL EQ. 2'-8 1/2" REF. SPACE 3' - 6 " 1' - 8 " 2' - 8 " 4" 2' - 0 " 8' - 2 " 6' - 2 " TILE BACK SPLASH D A UNIT 4 & 8 KITCHEN 3'-0" CAB D D D D 2'-6" VERIFY DD 3' - 6 " 1' - 8 " 2' - 8 " 4" 8' - 2 " DDD TILE BACK SPLASH C B LAUN. 8' - 2 " 7' - 0 " 1' - 2 " 7' - 0 " 7' - 0 " 1' - 2 " 3' - 2 " 4" 2' - 8 " 4" 8' - 2 " 6" B RECESSED SHELF A BATH 8' - 2 " MIRROR LIVING KITCHENDINING BEDROOMBATH D3 D3 D3 D4 D2 D5 D9D8 D2D7 D2 D7 D6 LIVING KITCHEN DINING BEDROOM BATH D3 D3 D3 D4 D2 D5 D9 D8 D2 D7 D2D7 D6 1.ALL MINIMUM CLEAR DIMENSIONS ARE TO FINISH MATERIAL. 2.ALL WALL DIMENSIONS ARE SHOWN TO FACE OF FRAMING. FOR CMU OR CONCRETE WALLS, DIMENSIONS ARE SHOWN TO FACE OF BLOCK OR CONCRETE SURFACE. 3.ALL EXISTING WALL DIMENSIONS ARE FOR REFERENCE ONLY & SHALL BE VERIFIED IN THE FIELD. 4.INTERIOR FINISHES SHALL COMPLY WITH CBC CHAPTER 8. 5.REFER TO SHEETS A900 - A902 FOR FIRE-RES. RATED DETAILS AND SHEET A903 FOR TYPICAL PENETRATION PROTECTION, WHICH SHALL COMPLY TO CBC 706.10 & 706.11. 6.ALL INTERIOR UNIT DOORS SHALL BE HOLLOW CORE U.N.O. 7.TYPICAL 4 1/2" CLR. FROM DOOR TO PERP. WALL OR LOCATE CTR. OF DOOR IN ROOM U.N.O. OR IN CONFLICT W/ OTHER REQS. 8.ALL EXTERIOR DOORS OF CONDITIONED SPACES SHALL BE FULLY WEATHERSTRIPPED. 9.SMOKE DETECTORS SHALL BE INTERCONNECTED TO SOUND AN ALARM IN ALL SLEEPING AREAS OF THE DWELLING; BE INSTALLED IN EACH SLEEPING ROOM AND IN THE CORRIDOR OR AREA GIVING ACCESS TO EACH SEPARATE SLEEPING AREA AND BE EQUIPPED WITH A BATTERY BACKUP. REFER TO ELECTRICAL DRAWINGS FOR LOCATIONS OF SMOKE DETECTORS AND COMBINATION SMOKE / CARBON MONOXIDE DETECTORS. (CBC SECTION 907.2.11.2) 10.GLAZING IN DOORS & WINDOWS SHALL BE PROVIDED W/ TEMPERED GLASS AS REQ. BY CBC CHAPTER 24 INCLUDING: GLAZING IN BATHTUB & SHOWER ENCLOSURES; GLAZING IN ANY PORTION OF A BUILDING WALL ENCLOSING THESE COMPARTMENTS WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60 IN. ABOVE A STANDING & DRAIN INLET; GLAZING IN FIXED OR OPERABLE PANELS ADJACENT TO A DOOR; WHERE THE NEAREST EXPOSED EDGE OF THE GLAZING IS WITHIN A 24-INCH ARC OF EITHER VERTICAL EDGE OF THE DOOR IN A CLOSED POSITION; WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60 INCHES ABOVE THE WALKING SURFACE. 11.EXHAUST FANS REQUIRED IN BATH AND/OR LAUNDRY ROOMS MUST CONNECT DIRECTLY TO THE OUTSIDE AND MUST PROVIDE 5 AIR CHANGES PER HOUR. (CBC SECTION 717) 12.DISCHARGE POINT FOR EXHAUST AIR SHALL BE AT LEAST 3 FEET FROM ANY OPENING WHICH ALLOWS AIR ENTRY INTO OCCUPIED PORTIONS OF THE BUILDING. 13.ROOMS CONTAINING BATHTUBS, SHOWERS, SPAS AND SIMILAR BATHING FIXTURES SHALL BE MECHANICALLY VENTILATED. PROVIDE AN EXHAUST FAN WITH A MIN. CAPACITY OF 50 CFM. DUCTLESS FANS ARE UNACCEPTABLE. (CBC SEC. 1202.4.3.1 & 717) 14.SHOWER COMPARTMENTS AND WALLS ABOVE BATHTUBS WITH INSTALLED SHOWER HEADS SHALL BE FINISHED WITH A SMOOTH AND NONABSORBENT SURFACE TO A HEIGHT NOT LESS THAN 70" ABOVE THE DRAIN INLET. (CBC SECTION 1210.2.3). 15.FLUSH VOLUMES FOR LOW-CONSUMPTION AND WATER SAVER WATER CLOSETS SHALL BE PROVIDED WITH A MAX. 1.28 GALLONS OF WATER PER FLUSH. UNIT PLAN GENERAL NOTES DOOR REFERENCE. REFER TO 1 / A800.XX WINDOW REFERENCE. REFER TO 2 / A800.X UNIT PLAN KEYNOTES DESCRIPTION ( NOT ALL NOTES APPLY TO DRAWING) 1 WOOD-LOOK VINYL FLOORING THROUGHOUT CONDITIONED INTERIOR. INSTALL PER MANUF. REQS. VINYL FLOORING TO BE PRE-PADDED & A MIN. 8MM IN THICKNESS W/ A MIN. 20 MIL WEAR LAYER. 2 36" TALL / 24" DEEP HARDSURFACE KITCHEN COUNTERTOP & FULL HEIGHT TILE BACKSPLASH (U.N.O. ON INT. ELEVS.). 3 LINE OF LOWER CABINETS. REFER TO INT. ELEVS. 4 LINE OF UPPER CABINETS. REFER TO INT. ELEVS. 5 36" WIDE DOUBLE SINK W/ GARBAGE DISPOSAL. 6 30" WIDE FREE STANDING ELECTRIC RANGE. 7 30" WIDE MICROWAVE/HOOD COMBO OVER THE RANGE. 8 30" WIDE REFRIGERATOR (32.5" CLR. REFRIGERATOR SPACE). PROVIDE COLD WATER BIB & SHUT-OFF FOR ICEMAKER. REFRIGERATOR TO MEET/EXCEED ENERGY STAR PROGRAM REQS. 9 FULL-HEIGHT PANTRY CABINET W/ 4 SHELVES. REFER TO INT. ELEVS. 10 36" HIGH MOVABLE KITCHEN ISLAND. REFER TO DETAIL 9 / A920. 11 24" WIDE / 27" DEEP STACKED WASHER / DRYER UNIT. REFER TO DETAIL 10 / A920 FOR DRYER VENT ROUTING & DETAIL 17 / A910 FOR VENT HOOD AT 1-HR EXTERIOR WALL. 12 WOOD SHELF W/ POLE. SEE DETAIL 3/A920. 13 34" TALL / 22" DEEP / 34" WIDE BATH VANITY W/ HARDSURFACE COUNTERTOP & 4" BACKSPLASH. 14 UNDER MOUNT LAVATORY. 15 34" TALL / 22" DEEP / 22" WIDE BATH PEDESTAL SINK. 16 WATER CLOSET. 17 30" x 60" SHOWER W/ TILED CURB / SURROUND, TEMPERED GLASS ENCLOSURE & RECESSED SHELF INSTALLED BETWEEN 44" & 58" A.F.F. REFER TO DETAILS 13 / A902 & 4 / A920 FOR ADDITIONAL INFORMATION. 18 TOILET PAPER DISPENSER, MOUNTED AT 24" A.F.F. 19 TOWEL BAR, MOUNTED AT 40" A.F.F. 20 DUCTLESS WALL-MOUNTED HVAC UNIT, ABV. REFER TO MECH'L DWGS. 21 RECESSED ELECTRICAL SERVICE SUBPANEL. REFER TO ELEC'L DWGS. REFER TO DETAIL 9 / A902 AT 1-HR FIRE-RES. RATED WALLS. 22 PLUMBING FURR WALL. U.P. WALL / SYMBOL LEGEND (PPSD) 2X4 WOOD STUD WALL * [ EXT. 1-HR RATED ] REFER TO DETAIL W1 / A900. [ INT. 1-HR RATED ] REFER TO DETAIL W2 / A900. [ INT. 2-HR RATED ] REFER TO DETAILS W3 & W4 / A900. [ EXT. NON RATED ] REFER TO DETAIL W5 / A900. [ INT. NON RATED ] REFER TO DETAIL W6 / A900. *REFER TO SHEETS A201 & A202 FOR FIRE-RES. RATED WALL ASSEMBLY LOCATIONS. REFER TO SHEET A900 FOR FIRE-RES. RATED WALL DETAILS. (EXTG) 2X4 WOOD STUD WALL * [ EXTERIOR ] CEMENT PLASTER ASSEMBLY IN LIEU OF GYPSUM PLASTER ON THE EXTERIOR SIDE [ INTERIOR ] 5/8" GYP. PLASTER O/ 3/8" GYP. LATH. DEMOLITION PLAN KEYNOTES DESCRIPTION ( NOT ALL NOTES APPLY TO DRAWING) D1 EXISTING INTERIOR WALL TO BE REMOVED. REFER TO STRUCT. DWGS. D2 EXISTING DOOR TO BE REMOVED. D3 EXISTING WINDOW TO BE REMOVED. D4 EXISTING FLOORING TO BE REMOVED. D5 EXISTING KITCHEN COUNTERTOP / CASEWORK / APPLIANCES / PLUMBING FIXTURES TO BE REMOVED. D6 EXISTING BATHROOM PLUMBING FIXTURES / LIGHT FIXTURES / FINISHES / FLOORING TO BE REMOVED. D7 EXISTING BUILT-IN CLOSET TO BE REMOVED. D8 EXISTING ELECTRICAL SERVICE SUBPANEL TO BE REMOVED. D9 EXISTING FURNACE WALL HEATER TO BE REMOVED. 1.PROTECT ALL AREAS, SYSTEMS, FINISHES AND OTHER ITEMS TO REMAIN DURING CONSTRUCTION. 2.ALL UTILITY LINES SUPPORTING OTHER PARTS OF THE EXISTING BUILDING TO REMAIN IN PLACE UNLESS OTHERWISE NOTED. SUPPORT AND PROTECT DURING DEMOLITION AND CONSTRUCTION. 3.THE FINISH DIMENSIONS OF THE OPENING THROUGH EXISTING WALLS ARE SHOWN ON THE PLANS. GC SHALL COORDINATE DEMOLITION TEMPORARY SHORING AND PROVIDE ANY ADDITIONAL CLEARANCE REQUIRED FOR FRAMING AND FINISH OF THE OPENING. 4.THESE PLANS ARE TO DIAGRAM AREAS OF DEMOLITION AND SHALL NOT BE USED AS A RECORD OF EXISTING CONDITIONS. 5.SEE STRUCTURAL DRAWINGS FOR ADDITIONAL DESCRIPTION OF DEMOLITION SCOPE OF WORK. 6.PATCH ALL WALLS, FLOORS AND CEILING TO BE FLUSH AND SMOOTH WITH EXISTING ADJACENT CONDITION. 7.PATCH AND LEVEL FOUNDATION SLAB AFTER DEMO FOR NEW WORK. 8.CLEAN AND PREP ALL AREA FOR NEW FINISH. 9.WHENEVER UNEXPECTED STRUCTURAL ELEMENTS, SUCH AS BEARING WALLS, ARE DISCOVERED, CONTACT STRUCTURAL ENGINEER FOR OBSERVATION AND FURTHER INSTRUCTION. 10.WHENEVER HAZARDOUS MATERIALS ARE DISCOVERED, STOP WORK IN THE PROXIMITY. COORDINATE W/ OWNER'S HAZARDOUS MATERIAL ABATEMENT CONTRACTOR FOR LEGAL REMOVAL AND DISPOSAL. 11.FOR ASBESTOS ABATEMENT: CONTRACTOR SHALL FURNISH ALL LABOR, SERVICES, MATERIALS, PERMITS, INSURANCE (SPECIFICALLY COVERING THE HANDLING AND TRANSPORTATION OF ASBESTOS MATERIALS) AND EQUIPMENT WHICH IS SPECIFIED, SHOWN OR REASONABLY IMPLIED FOR ASBESTOS ABATEMENT ACTIVITIES AS REQUIRED BY ALL APPLICABLE FEDERAL, STATE AND LOCAL ENFORCEMENT AGENCIES. 12.FOR LEAD-BASED PAINT / WASTE ABATEMENT: CONTRACTOR SHALL FURNISH ALL LABOR, SERVICES, MATERIALS, PERMITS, INSURANCE (SPECIFICALLY COVERING THE HANDLING AND TRANSPORTATION OF LEAD-BASED PAINT AND LEAD-BASED PAINT WASTE MATERIALS) AND EQUIPMENT WHICH IS SPECIFIED, SHOWN OR REASONABLY IMPLIED FOR LEAD ABATEMENT ACTIVITIES AS REQUIRED BY ALL APPLICABLE FEDERAL, STATE AND LOCAL ENFORCEMENT AGENCIES. 13.REVIEW PROPOSED UNIT PLANS FOR CONTEXT & DESIGN INTENT. DEMO PLAN GENERAL NOTES EXISTING WALL / ELEMENT TO REMAIN EXISTING WALL / ELEMENT TO BE DEMOLISHED. REFER TO PPSD FLOOR PLANS FOR CONTEXT & DESIGN INTENT. DEMO SYMBOL LEGEND EXISTING WALL / ELEMENT TO REMAIN EXISTING WALL / ELEMENT TO BE DEMOLISHED. REFER TO PPSD FLOOR PLANS FOR CONTEXT & DESIGN INTENT. DEMO SYMBOL LEGEND 1 PPSD UNIT PLANS, DEMO UNIT PLANS & INTERIOR ELEVATIONS - UNITS 3, 4, 7 & 8 A601 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 Bu l l e t i n 1 S u b m i t t a l 1 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 09/13/2024 2ND PLAN CHECK SUBMITTAL 11/07/2024 3RD PLAN CHECK SUBMITTAL 12/18/2024 4TH PLAN CHECK SUBMITTAL 09/19/2025 BULLETIN 1 SUBMITTAL 1 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 1 Vanita Soni PuriAttn: 2 3 4 SCALE:11/4"=1'-0"DEMOLITION UNIT PLAN - UNITS 3 & 7SCALE:41/4"=1'-0"DEMOLITION UNIT PLAN - UNITS 4 & 8 SCALE:31/4"=1'-0"INTERIOR ELEVATIONS - UNITS 3 & 7SCALE:61/4"=1'-0"INTERIOR ELEVATIONS - UNITS 4 & 8 SCALE:21/4"=1'-0"PROPOSED UNIT PLAN - UNITS 3 & 7SCALE:51/4"=1'-0"PROPOSED UNIT PLAN - UNITS 4 & 8 3 - A B C D INTERIOR ELEVATIONS 6 - A B C D INTERIOR ELEVATIONS 1.REFER TO SPECIFICATIONS FOR ALL APPLIANCES. VERIFY ALL REQUIRED CLEARANCES AND INSTALLATION REQUIREMENTS PRIOR TO FABRICATION OF CASEWORK. INTERIOR ELEVATION NOTES 1.REFER TO SPECIFICATIONS FOR ALL APPLIANCES. VERIFY ALL REQUIRED CLEARANCES AND INSTALLATION REQUIREMENTS PRIOR TO FABRICATION OF CASEWORK. INTERIOR ELEVATION NOTES 4 4 1' - 4 " 8'-3" LIVING KITCHEN DINING BEDROOM BATH HALL CLO. ELEC.PANEL R. L BB 501 502 503 504 505 1 14 13 16 20 20 18 17 19 12 11 2 7 6 4 8 21 35 1' - 7 1 / 2 " 2' - 5 1 / 2 " CL CL 2' - 6 " 5'-4 1/2" 8'-3" 2'-8 1/2" REF. SPACE 3' - 6 " 1' - 8 " 2' - 8 " 4" 2' - 0 " 8' - 2 " 6' - 2 " TILE BACK SPLASH D A UNIT 5 KITCHEN 3'-0" CAB D D D D 2'-6" VERIFY D D 3' - 6 " 1' - 8 " 2' - 8 " 4" 8' - 2 " D D D TILE BACK SPLASH C B LAU. 8' - 2 " 7' - 0 " 1' - 2 " 7' - 0 " 7' - 0 " 1' - 2 " 3' - 2 " 4" 2' - 8 " 4" 8' - 2 " 6" DBBATH 8' - 2 " MIRROR 2'-8 1/2" 4'-0" 2' - 7 " 8' - 5 " LIVING KITCHEN DINING BATH BEDROOM 1 BEDROOM 2 CLO. CLO. R. 601 G G G G JG 607 605603 606 602 604 120 20 12 12 6 4 7 3 5 2 8 21 11 16 18 14 13 17 19 CL CL 4'-0" CL 4'-8" THIS EDGE OF WINDOW INTENDED TO ALIGN WITH EDGE OF WINDOW BELOW M 2'-8 1/2" REF. SPACE 3' - 6 " 1' - 8 " 2' - 8 " 4" 2' - 0 " 8' - 2 " 6' - 2 " TILE BACK SPLASH D B UNIT 6 KITCHEN 3'-0" CAB D D D D 2'-6" VERIFY D D 3' - 6 " 1' - 8 " 2' - 8 " 4" 8' - 2 " D D D TILE BACK SPLASH D 7' - 0 " 1' - 2 " 7' - 0 " 7' - 0 " 1' - 2 " 3' - 2 " 4" 2' - 8 " 4" 8' - 2 " 6" DCBATH 8' - 2 " C LAUN. MIRROR 8' - 2 " LIVING KITCHEN DINING BEDROOM BATH HALL ELEC.PANEL D3 D3 D3 D4 D6 D2 D2 D9 D8 D7 D2 D5 LIVING KITCHEN DINING BATH BEDROOM 1 BEDROOM 2 R. D3D3D3 D3 D3 D4D7 D7 D2 D2 D2 D6 D7 D8 D2 D9 D2 D5 1.ALL MINIMUM CLEAR DIMENSIONS ARE TO FINISH MATERIAL. 2.ALL WALL DIMENSIONS ARE SHOWN TO FACE OF FRAMING. FOR CMU OR CONCRETE WALLS, DIMENSIONS ARE SHOWN TO FACE OF BLOCK OR CONCRETE SURFACE. 3.ALL EXISTING WALL DIMENSIONS ARE FOR REFERENCE ONLY & SHALL BE VERIFIED IN THE FIELD. 4.INTERIOR FINISHES SHALL COMPLY WITH CBC CHAPTER 8. 5.REFER TO SHEETS A900 - A902 FOR FIRE-RES. RATED DETAILS AND SHEET A903 FOR TYPICAL PENETRATION PROTECTION, WHICH SHALL COMPLY TO CBC 706.10 & 706.11. 6.ALL INTERIOR UNIT DOORS SHALL BE HOLLOW CORE U.N.O. 7.TYPICAL 4 1/2" CLR. FROM DOOR TO PERP. WALL OR LOCATE CTR. OF DOOR IN ROOM U.N.O. OR IN CONFLICT W/ OTHER REQS. 8.ALL EXTERIOR DOORS OF CONDITIONED SPACES SHALL BE FULLY WEATHERSTRIPPED. 9.SMOKE DETECTORS SHALL BE INTERCONNECTED TO SOUND AN ALARM IN ALL SLEEPING AREAS OF THE DWELLING; BE INSTALLED IN EACH SLEEPING ROOM AND IN THE CORRIDOR OR AREA GIVING ACCESS TO EACH SEPARATE SLEEPING AREA AND BE EQUIPPED WITH A BATTERY BACKUP. REFER TO ELECTRICAL DRAWINGS FOR LOCATIONS OF SMOKE DETECTORS AND COMBINATION SMOKE / CARBON MONOXIDE DETECTORS. (CBC SECTION 907.2.11.2) 10.GLAZING IN DOORS & WINDOWS SHALL BE PROVIDED W/ TEMPERED GLASS AS REQ. BY CBC CHAPTER 24 INCLUDING: GLAZING IN BATHTUB & SHOWER ENCLOSURES; GLAZING IN ANY PORTION OF A BUILDING WALL ENCLOSING THESE COMPARTMENTS WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60 IN. ABOVE A STANDING & DRAIN INLET; GLAZING IN FIXED OR OPERABLE PANELS ADJACENT TO A DOOR; WHERE THE NEAREST EXPOSED EDGE OF THE GLAZING IS WITHIN A 24-INCH ARC OF EITHER VERTICAL EDGE OF THE DOOR IN A CLOSED POSITION; WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60 INCHES ABOVE THE WALKING SURFACE. 11.EXHAUST FANS REQUIRED IN BATH AND/OR LAUNDRY ROOMS MUST CONNECT DIRECTLY TO THE OUTSIDE AND MUST PROVIDE 5 AIR CHANGES PER HOUR. (CBC SECTION 717) 12.DISCHARGE POINT FOR EXHAUST AIR SHALL BE AT LEAST 3 FEET FROM ANY OPENING WHICH ALLOWS AIR ENTRY INTO OCCUPIED PORTIONS OF THE BUILDING. 13.ROOMS CONTAINING BATHTUBS, SHOWERS, SPAS AND SIMILAR BATHING FIXTURES SHALL BE MECHANICALLY VENTILATED. PROVIDE AN EXHAUST FAN WITH A MIN. CAPACITY OF 50 CFM. DUCTLESS FANS ARE UNACCEPTABLE. (CBC SEC. 1202.4.3.1 & 717) 14.SHOWER COMPARTMENTS AND WALLS ABOVE BATHTUBS WITH INSTALLED SHOWER HEADS SHALL BE FINISHED WITH A SMOOTH AND NONABSORBENT SURFACE TO A HEIGHT NOT LESS THAN 70" ABOVE THE DRAIN INLET. (CBC SECTION 1210.2.3). 15.FLUSH VOLUMES FOR LOW-CONSUMPTION AND WATER SAVER WATER CLOSETS SHALL BE PROVIDED WITH A MAX. 1.28 GALLONS OF WATER PER FLUSH. UNIT PLAN GENERAL NOTES DOOR REFERENCE. REFER TO 1 / A800.XX WINDOW REFERENCE. REFER TO 2 / A800.X UNIT PLAN KEYNOTES DESCRIPTION ( NOT ALL NOTES APPLY TO DRAWING) 1 WOOD-LOOK VINYL FLOORING THROUGHOUT CONDITIONED INTERIOR. INSTALL PER MANUF. REQS. VINYL FLOORING TO BE PRE-PADDED & A MIN. 8MM IN THICKNESS W/ A MIN. 20 MIL WEAR LAYER. 2 36" TALL / 24" DEEP HARDSURFACE KITCHEN COUNTERTOP & FULL HEIGHT TILE BACKSPLASH (U.N.O. ON INT. ELEVS.). 3 LINE OF LOWER CABINETS. REFER TO INT. ELEVS. 4 LINE OF UPPER CABINETS. REFER TO INT. ELEVS. 5 36" WIDE DOUBLE SINK W/ GARBAGE DISPOSAL. 6 30" WIDE FREE STANDING ELECTRIC RANGE. 7 30" WIDE MICROWAVE/HOOD COMBO OVER THE RANGE. 8 30" WIDE REFRIGERATOR (32.5" CLR. REFRIGERATOR SPACE). PROVIDE COLD WATER BIB & SHUT-OFF FOR ICEMAKER. REFRIGERATOR TO MEET/EXCEED ENERGY STAR PROGRAM REQS. 9 FULL-HEIGHT PANTRY CABINET W/ 4 SHELVES. REFER TO INT. ELEVS. 10 36" HIGH MOVABLE KITCHEN ISLAND. REFER TO DETAIL 9 / A920. 11 24" WIDE / 27" DEEP STACKED WASHER / DRYER UNIT. REFER TO DETAIL 10 / A920 FOR DRYER VENT ROUTING & DETAIL 17 / A910 FOR VENT HOOD AT 1-HR EXTERIOR WALL. 12 WOOD SHELF W/ POLE. SEE DETAIL 3/A920. 13 34" TALL / 22" DEEP / 34" WIDE BATH VANITY W/ HARDSURFACE COUNTERTOP & 4" BACKSPLASH. 14 UNDER MOUNT LAVATORY. 15 34" TALL / 22" DEEP / 22" WIDE BATH PEDESTAL SINK. 16 WATER CLOSET. 17 30" x 60" SHOWER W/ TILED CURB / SURROUND, TEMPERED GLASS ENCLOSURE & RECESSED SHELF INSTALLED BETWEEN 44" & 58" A.F.F. REFER TO DETAILS 13 / A902 & 4 / A920 FOR ADDITIONAL INFORMATION. 18 TOILET PAPER DISPENSER, MOUNTED AT 24" A.F.F. 19 TOWEL BAR, MOUNTED AT 40" A.F.F. 20 DUCTLESS WALL-MOUNTED HVAC UNIT, ABV. REFER TO MECH'L DWGS. 21 RECESSED ELECTRICAL SERVICE SUBPANEL. REFER TO ELEC'L DWGS. REFER TO DETAIL 9 / A902 AT 1-HR FIRE-RES. RATED WALLS. 22 PLUMBING FURR WALL. U.P. WALL / SYMBOL LEGEND (PPSD) 2X4 WOOD STUD WALL * [ EXT. 1-HR RATED ] REFER TO DETAIL W1 / A900. [ INT. 1-HR RATED ] REFER TO DETAIL W2 / A900. [ INT. 2-HR RATED ] REFER TO DETAILS W3 & W4 / A900. [ EXT. NON RATED ] REFER TO DETAIL W5 / A900. [ INT. NON RATED ] REFER TO DETAIL W6 / A900. *REFER TO SHEETS A201 & A202 FOR FIRE-RES. RATED WALL ASSEMBLY LOCATIONS. REFER TO SHEET A900 FOR FIRE-RES. RATED WALL DETAILS. (EXTG) 2X4 WOOD STUD WALL * [ EXTERIOR ] CEMENT PLASTER ASSEMBLY IN LIEU OF GYPSUM PLASTER ON THE EXTERIOR SIDE [ INTERIOR ] 5/8" GYP. PLASTER O/ 3/8" GYP. LATH. DEMOLITION PLAN KEYNOTES DESCRIPTION ( NOT ALL NOTES APPLY TO DRAWING) D1 EXISTING INTERIOR WALL TO BE REMOVED. REFER TO STRUCT. DWGS. D2 EXISTING DOOR TO BE REMOVED. D3 EXISTING WINDOW TO BE REMOVED. D4 EXISTING FLOORING TO BE REMOVED. D5 EXISTING KITCHEN COUNTERTOP / CASEWORK / APPLIANCES / PLUMBING FIXTURES TO BE REMOVED. D6 EXISTING BATHROOM PLUMBING FIXTURES / LIGHT FIXTURES / FINISHES / FLOORING TO BE REMOVED. D7 EXISTING BUILT-IN CLOSET TO BE REMOVED. D8 EXISTING ELECTRICAL SERVICE SUBPANEL TO BE REMOVED. D9 EXISTING FURNACE WALL HEATER TO BE REMOVED. 1.PROTECT ALL AREAS, SYSTEMS, FINISHES AND OTHER ITEMS TO REMAIN DURING CONSTRUCTION. 2.ALL UTILITY LINES SUPPORTING OTHER PARTS OF THE EXISTING BUILDING TO REMAIN IN PLACE UNLESS OTHERWISE NOTED. SUPPORT AND PROTECT DURING DEMOLITION AND CONSTRUCTION. 3.THE FINISH DIMENSIONS OF THE OPENING THROUGH EXISTING WALLS ARE SHOWN ON THE PLANS. GC SHALL COORDINATE DEMOLITION TEMPORARY SHORING AND PROVIDE ANY ADDITIONAL CLEARANCE REQUIRED FOR FRAMING AND FINISH OF THE OPENING. 4.THESE PLANS ARE TO DIAGRAM AREAS OF DEMOLITION AND SHALL NOT BE USED AS A RECORD OF EXISTING CONDITIONS. 5.SEE STRUCTURAL DRAWINGS FOR ADDITIONAL DESCRIPTION OF DEMOLITION SCOPE OF WORK. 6.PATCH ALL WALLS, FLOORS AND CEILING TO BE FLUSH AND SMOOTH WITH EXISTING ADJACENT CONDITION. 7.PATCH AND LEVEL FOUNDATION SLAB AFTER DEMO FOR NEW WORK. 8.CLEAN AND PREP ALL AREA FOR NEW FINISH. 9.WHENEVER UNEXPECTED STRUCTURAL ELEMENTS, SUCH AS BEARING WALLS, ARE DISCOVERED, CONTACT STRUCTURAL ENGINEER FOR OBSERVATION AND FURTHER INSTRUCTION. 10.WHENEVER HAZARDOUS MATERIALS ARE DISCOVERED, STOP WORK IN THE PROXIMITY. COORDINATE W/ OWNER'S HAZARDOUS MATERIAL ABATEMENT CONTRACTOR FOR LEGAL REMOVAL AND DISPOSAL. 11.FOR ASBESTOS ABATEMENT: CONTRACTOR SHALL FURNISH ALL LABOR, SERVICES, MATERIALS, PERMITS, INSURANCE (SPECIFICALLY COVERING THE HANDLING AND TRANSPORTATION OF ASBESTOS MATERIALS) AND EQUIPMENT WHICH IS SPECIFIED, SHOWN OR REASONABLY IMPLIED FOR ASBESTOS ABATEMENT ACTIVITIES AS REQUIRED BY ALL APPLICABLE FEDERAL, STATE AND LOCAL ENFORCEMENT AGENCIES. 12.FOR LEAD-BASED PAINT / WASTE ABATEMENT: CONTRACTOR SHALL FURNISH ALL LABOR, SERVICES, MATERIALS, PERMITS, INSURANCE (SPECIFICALLY COVERING THE HANDLING AND TRANSPORTATION OF LEAD-BASED PAINT AND LEAD-BASED PAINT WASTE MATERIALS) AND EQUIPMENT WHICH IS SPECIFIED, SHOWN OR REASONABLY IMPLIED FOR LEAD ABATEMENT ACTIVITIES AS REQUIRED BY ALL APPLICABLE FEDERAL, STATE AND LOCAL ENFORCEMENT AGENCIES. 13.REVIEW PROPOSED UNIT PLANS FOR CONTEXT & DESIGN INTENT. DEMO PLAN GENERAL NOTES EXISTING WALL / ELEMENT TO REMAIN EXISTING WALL / ELEMENT TO BE DEMOLISHED. REFER TO PPSD FLOOR PLANS FOR CONTEXT & DESIGN INTENT. DEMO SYMBOL LEGEND EXISTING WALL / ELEMENT TO REMAIN EXISTING WALL / ELEMENT TO BE DEMOLISHED. REFER TO PPSD FLOOR PLANS FOR CONTEXT & DESIGN INTENT. DEMO SYMBOL LEGEND 1 PPSD UNIT PLANS, DEMO UNIT PLANS & INTERIOR ELEVATIONS - UNITS 5 & 6 A602 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 Bu l l e t i n 1 S u b m i t t a l 1 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 09/13/2024 2ND PLAN CHECK SUBMITTAL 11/07/2024 3RD PLAN CHECK SUBMITTAL 12/18/2024 4TH PLAN CHECK SUBMITTAL 09/19/2025 BULLETIN 1 SUBMITTAL 1 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 1 Vanita Soni PuriAttn: 2 3 4 SCALE:11/4"=1'-0"DEMOLITION UNIT PLAN - UNIT 5SCALE:41/4"=1'-0"DEMOLITION UNIT PLAN - UNIT 6 SCALE:31/4"=1'-0"INTERIOR ELEVATIONS - UNIT 5SCALE:61/4"=1'-0"INTERIOR ELEVATIONS - UNIT 6 SCALE:21/4"=1'-0"PROPOSED UNIT PLAN - UNIT 5SCALE:51/4"=1'-0"PROPOSED UNIT PLAN - UNIT 6 3 - A B C D INTERIOR ELEVATIONS 6 - A B C D INTERIOR ELEVATIONS 1.REFER TO SPECIFICATIONS FOR ALL APPLIANCES. VERIFY ALL REQUIRED CLEARANCES AND INSTALLATION REQUIREMENTS PRIOR TO FABRICATION OF CASEWORK. INTERIOR ELEVATION NOTES 1.REFER TO SPECIFICATIONS FOR ALL APPLIANCES. VERIFY ALL REQUIRED CLEARANCES AND INSTALLATION REQUIREMENTS PRIOR TO FABRICATION OF CASEWORK. INTERIOR ELEVATION NOTES 4 2'-3 1/2" LIVING / DINING KITCHEN BEDROOM 2 BEDROOM 1 BATH PDR. HALL EL E C . P A N E L CLO. CLO. P. R. 901 H M G B B 907 906 904 902 903 905 1 16 20 17 16 19 13 14 19 18 11 14 13 18 21 12 12 20 5 4 9 3 7 6 8 3' - 3 " 3' - 5 " 4' - 1 1 / 2 " 4' - 1 1 / 2 " CL CL 2'-3 1/2" 2'-8 1/2" REF. SPACE 2' - 0 " 6' - 2 " B UNIT 9 KITCHEN 3'-0" CAB D D D D 2'-6" VERIFY D D 3' - 6 " 1' - 8 " 2' - 8 " 4" 8' - 2 " D D TILE BACK SPLASH B LAUN. 8' - 2 " A PDR. 8' - 2 " MIRROR 1' - 2 " 3' - 2 " 4" 2' - 8 " 4" 6" C 7' - 0 " 1' - 2 " 7' - 0 " 7' - 0 " 1' - 2 " 3' - 2 " 4" 2' - 8 " 4" 6" B RECESSED SHELF A BATH 8' - 2 " 8' - 2 " MIRROR 8' - 2 " D 4' - 8 " 6" 2' - 8 " 4" 8' - 2 " 3' - 5 1 / 2 " LIVING / DINING KITCHEN BEDROOM 2 BEDROOM 1 BATH HALL EL E C . P A N E L CLO. CLO. R. H D B M D 001 006 005 003 002 004 14 13 18 1 16 20 17 19 21 12 12 20 5 3 4 7 6 10 11 8 3' - 5 " 11 ' - 1 " 2'-3 1/2" 3' - 5 " CL 4' - 3 " 4' - 3 " CL 2'-3 1/2" EQ . EQ . CL 2'-8 1/2" REF. SPACE 2' - 0 " 6' - 2 " D UNIT 10 KITCHEN 3'-0" CAB D D D D 2'-6" VERIFY 3' - 6 " 1' - 8 " 2' - 8 " 4" 8' - 2 " D D TILE BACK SPLASH D LAUN. 8' - 2 " 7' - 0 " 1' - 2 " 7' - 0 " 7' - 0 " 1' - 2 " 3' - 2 " 4" 2' - 8 " 4" 6" D RECESSED SHELF A BATH 8' - 2 " 8' - 2 " MIRROR LIVING / DINING KITCHEN BEDROOM 2 BEDROOM 1 BATH 1 PDR. HALL P. EL E C . P A N E L D3 D3 D3 D3 D3 D4 D7 D7D1 D1 D2 D2 D2 D6 D8 D7 D7 D9 D2 D5 D6 D2 LIVING / DINING KITCHEN BEDROOM 2 BEDROOM 1BATH HALL EL E C . P A N E L D3 D3 D3 D3 D3 D4 D7 D7 D1D1 D2 D2 D2 D6 D8 D7 D7 D1 D5 D9 D2 1.ALL MINIMUM CLEAR DIMENSIONS ARE TO FINISH MATERIAL. 2.ALL WALL DIMENSIONS ARE SHOWN TO FACE OF FRAMING. FOR CMU OR CONCRETE WALLS, DIMENSIONS ARE SHOWN TO FACE OF BLOCK OR CONCRETE SURFACE. 3.ALL EXISTING WALL DIMENSIONS ARE FOR REFERENCE ONLY & SHALL BE VERIFIED IN THE FIELD. 4.INTERIOR FINISHES SHALL COMPLY WITH CBC CHAPTER 8. 5.REFER TO SHEETS A900 - A902 FOR FIRE-RES. RATED DETAILS AND SHEET A903 FOR TYPICAL PENETRATION PROTECTION, WHICH SHALL COMPLY TO CBC 706.10 & 706.11. 6.ALL INTERIOR UNIT DOORS SHALL BE HOLLOW CORE U.N.O. 7.TYPICAL 4 1/2" CLR. FROM DOOR TO PERP. WALL OR LOCATE CTR. OF DOOR IN ROOM U.N.O. OR IN CONFLICT W/ OTHER REQS. 8.ALL EXTERIOR DOORS OF CONDITIONED SPACES SHALL BE FULLY WEATHERSTRIPPED. 9.SMOKE DETECTORS SHALL BE INTERCONNECTED TO SOUND AN ALARM IN ALL SLEEPING AREAS OF THE DWELLING; BE INSTALLED IN EACH SLEEPING ROOM AND IN THE CORRIDOR OR AREA GIVING ACCESS TO EACH SEPARATE SLEEPING AREA AND BE EQUIPPED WITH A BATTERY BACKUP. REFER TO ELECTRICAL DRAWINGS FOR LOCATIONS OF SMOKE DETECTORS AND COMBINATION SMOKE / CARBON MONOXIDE DETECTORS. (CBC SECTION 907.2.11.2) 10.GLAZING IN DOORS & WINDOWS SHALL BE PROVIDED W/ TEMPERED GLASS AS REQ. BY CBC CHAPTER 24 INCLUDING: GLAZING IN BATHTUB & SHOWER ENCLOSURES; GLAZING IN ANY PORTION OF A BUILDING WALL ENCLOSING THESE COMPARTMENTS WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60 IN. ABOVE A STANDING & DRAIN INLET; GLAZING IN FIXED OR OPERABLE PANELS ADJACENT TO A DOOR; WHERE THE NEAREST EXPOSED EDGE OF THE GLAZING IS WITHIN A 24-INCH ARC OF EITHER VERTICAL EDGE OF THE DOOR IN A CLOSED POSITION; WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60 INCHES ABOVE THE WALKING SURFACE. 11.EXHAUST FANS REQUIRED IN BATH AND/OR LAUNDRY ROOMS MUST CONNECT DIRECTLY TO THE OUTSIDE AND MUST PROVIDE 5 AIR CHANGES PER HOUR. (CBC SECTION 717) 12.DISCHARGE POINT FOR EXHAUST AIR SHALL BE AT LEAST 3 FEET FROM ANY OPENING WHICH ALLOWS AIR ENTRY INTO OCCUPIED PORTIONS OF THE BUILDING. 13.ROOMS CONTAINING BATHTUBS, SHOWERS, SPAS AND SIMILAR BATHING FIXTURES SHALL BE MECHANICALLY VENTILATED. PROVIDE AN EXHAUST FAN WITH A MIN. CAPACITY OF 50 CFM. DUCTLESS FANS ARE UNACCEPTABLE. (CBC SEC. 1202.4.3.1 & 717) 14.SHOWER COMPARTMENTS AND WALLS ABOVE BATHTUBS WITH INSTALLED SHOWER HEADS SHALL BE FINISHED WITH A SMOOTH AND NONABSORBENT SURFACE TO A HEIGHT NOT LESS THAN 70" ABOVE THE DRAIN INLET. (CBC SECTION 1210.2.3). 15.FLUSH VOLUMES FOR LOW-CONSUMPTION AND WATER SAVER WATER CLOSETS SHALL BE PROVIDED WITH A MAX. 1.28 GALLONS OF WATER PER FLUSH. UNIT PLAN GENERAL NOTES DOOR REFERENCE. REFER TO 1 / A800.XX WINDOW REFERENCE. REFER TO 2 / A800.X UNIT PLAN KEYNOTES DESCRIPTION ( NOT ALL NOTES APPLY TO DRAWING) 1 WOOD-LOOK VINYL FLOORING THROUGHOUT CONDITIONED INTERIOR. INSTALL PER MANUF. REQS. VINYL FLOORING TO BE PRE-PADDED & A MIN. 8MM IN THICKNESS W/ A MIN. 20 MIL WEAR LAYER. 2 36" TALL / 24" DEEP HARDSURFACE KITCHEN COUNTERTOP & FULL HEIGHT TILE BACKSPLASH (U.N.O. ON INT. ELEVS.). 3 LINE OF LOWER CABINETS. REFER TO INT. ELEVS. 4 LINE OF UPPER CABINETS. REFER TO INT. ELEVS. 5 36" WIDE DOUBLE SINK W/ GARBAGE DISPOSAL. 6 30" WIDE FREE STANDING ELECTRIC RANGE. 7 30" WIDE MICROWAVE/HOOD COMBO OVER THE RANGE. 8 30" WIDE REFRIGERATOR (32.5" CLR. REFRIGERATOR SPACE). PROVIDE COLD WATER BIB & SHUT-OFF FOR ICEMAKER. REFRIGERATOR TO MEET/EXCEED ENERGY STAR PROGRAM REQS. 9 FULL-HEIGHT PANTRY CABINET W/ 4 SHELVES. REFER TO INT. ELEVS. 10 36" HIGH MOVABLE KITCHEN ISLAND. REFER TO DETAIL 9 / A920. 11 24" WIDE / 27" DEEP STACKED WASHER / DRYER UNIT. REFER TO DETAIL 10 / A920 FOR DRYER VENT ROUTING & DETAIL 17 / A910 FOR VENT HOOD AT 1-HR EXTERIOR WALL. 12 WOOD SHELF W/ POLE. SEE DETAIL 3/A920. 13 34" TALL / 22" DEEP / 34" WIDE BATH VANITY W/ HARDSURFACE COUNTERTOP & 4" BACKSPLASH. 14 UNDER MOUNT LAVATORY. 15 34" TALL / 22" DEEP / 22" WIDE BATH PEDESTAL SINK. 16 WATER CLOSET. 17 30" x 60" SHOWER W/ TILED CURB / SURROUND, TEMPERED GLASS ENCLOSURE & RECESSED SHELF INSTALLED BETWEEN 44" & 58" A.F.F. REFER TO DETAILS 13 / A902 & 4 / A920 FOR ADDITIONAL INFORMATION. 18 TOILET PAPER DISPENSER, MOUNTED AT 24" A.F.F. 19 TOWEL BAR, MOUNTED AT 40" A.F.F. 20 DUCTLESS WALL-MOUNTED HVAC UNIT, ABV. REFER TO MECH'L DWGS. 21 RECESSED ELECTRICAL SERVICE SUBPANEL. REFER TO ELEC'L DWGS. REFER TO DETAIL 9 / A902 AT 1-HR FIRE-RES. RATED WALLS. 22 PLUMBING FURR WALL. U.P. WALL / SYMBOL LEGEND (PPSD) 2X4 WOOD STUD WALL * [ EXT. 1-HR RATED ] REFER TO DETAIL W1 / A900. [ INT. 1-HR RATED ] REFER TO DETAIL W2 / A900. [ INT. 2-HR RATED ] REFER TO DETAILS W3 & W4 / A900. [ EXT. NON RATED ] REFER TO DETAIL W5 / A900. [ INT. NON RATED ] REFER TO DETAIL W6 / A900. *REFER TO SHEETS A201 & A202 FOR FIRE-RES. RATED WALL ASSEMBLY LOCATIONS. REFER TO SHEET A900 FOR FIRE-RES. RATED WALL DETAILS. (EXTG) 2X4 WOOD STUD WALL * [ EXTERIOR ] CEMENT PLASTER ASSEMBLY IN LIEU OF GYPSUM PLASTER ON THE EXTERIOR SIDE [ INTERIOR ] 5/8" GYP. PLASTER O/ 3/8" GYP. LATH. DEMOLITION PLAN KEYNOTES DESCRIPTION ( NOT ALL NOTES APPLY TO DRAWING) D1 EXISTING INTERIOR WALL TO BE REMOVED. REFER TO STRUCT. DWGS. D2 EXISTING DOOR TO BE REMOVED. D3 EXISTING WINDOW TO BE REMOVED. D4 EXISTING FLOORING TO BE REMOVED. D5 EXISTING KITCHEN COUNTERTOP / CASEWORK / APPLIANCES / PLUMBING FIXTURES TO BE REMOVED. D6 EXISTING BATHROOM PLUMBING FIXTURES / LIGHT FIXTURES / FINISHES / FLOORING TO BE REMOVED. D7 EXISTING BUILT-IN CLOSET TO BE REMOVED. D8 EXISTING ELECTRICAL SERVICE SUBPANEL TO BE REMOVED. D9 EXISTING FURNACE WALL HEATER TO BE REMOVED. 1.PROTECT ALL AREAS, SYSTEMS, FINISHES AND OTHER ITEMS TO REMAIN DURING CONSTRUCTION. 2.ALL UTILITY LINES SUPPORTING OTHER PARTS OF THE EXISTING BUILDING TO REMAIN IN PLACE UNLESS OTHERWISE NOTED. SUPPORT AND PROTECT DURING DEMOLITION AND CONSTRUCTION. 3.THE FINISH DIMENSIONS OF THE OPENING THROUGH EXISTING WALLS ARE SHOWN ON THE PLANS. GC SHALL COORDINATE DEMOLITION TEMPORARY SHORING AND PROVIDE ANY ADDITIONAL CLEARANCE REQUIRED FOR FRAMING AND FINISH OF THE OPENING. 4.THESE PLANS ARE TO DIAGRAM AREAS OF DEMOLITION AND SHALL NOT BE USED AS A RECORD OF EXISTING CONDITIONS. 5.SEE STRUCTURAL DRAWINGS FOR ADDITIONAL DESCRIPTION OF DEMOLITION SCOPE OF WORK. 6.PATCH ALL WALLS, FLOORS AND CEILING TO BE FLUSH AND SMOOTH WITH EXISTING ADJACENT CONDITION. 7.PATCH AND LEVEL FOUNDATION SLAB AFTER DEMO FOR NEW WORK. 8.CLEAN AND PREP ALL AREA FOR NEW FINISH. 9.WHENEVER UNEXPECTED STRUCTURAL ELEMENTS, SUCH AS BEARING WALLS, ARE DISCOVERED, CONTACT STRUCTURAL ENGINEER FOR OBSERVATION AND FURTHER INSTRUCTION. 10.WHENEVER HAZARDOUS MATERIALS ARE DISCOVERED, STOP WORK IN THE PROXIMITY. COORDINATE W/ OWNER'S HAZARDOUS MATERIAL ABATEMENT CONTRACTOR FOR LEGAL REMOVAL AND DISPOSAL. 11.FOR ASBESTOS ABATEMENT: CONTRACTOR SHALL FURNISH ALL LABOR, SERVICES, MATERIALS, PERMITS, INSURANCE (SPECIFICALLY COVERING THE HANDLING AND TRANSPORTATION OF ASBESTOS MATERIALS) AND EQUIPMENT WHICH IS SPECIFIED, SHOWN OR REASONABLY IMPLIED FOR ASBESTOS ABATEMENT ACTIVITIES AS REQUIRED BY ALL APPLICABLE FEDERAL, STATE AND LOCAL ENFORCEMENT AGENCIES. 12.FOR LEAD-BASED PAINT / WASTE ABATEMENT: CONTRACTOR SHALL FURNISH ALL LABOR, SERVICES, MATERIALS, PERMITS, INSURANCE (SPECIFICALLY COVERING THE HANDLING AND TRANSPORTATION OF LEAD-BASED PAINT AND LEAD-BASED PAINT WASTE MATERIALS) AND EQUIPMENT WHICH IS SPECIFIED, SHOWN OR REASONABLY IMPLIED FOR LEAD ABATEMENT ACTIVITIES AS REQUIRED BY ALL APPLICABLE FEDERAL, STATE AND LOCAL ENFORCEMENT AGENCIES. 13.REVIEW PROPOSED UNIT PLANS FOR CONTEXT & DESIGN INTENT. DEMO PLAN GENERAL NOTES EXISTING WALL / ELEMENT TO REMAIN EXISTING WALL / ELEMENT TO BE DEMOLISHED. REFER TO PPSD FLOOR PLANS FOR CONTEXT & DESIGN INTENT. DEMO SYMBOL LEGEND EXISTING WALL / ELEMENT TO REMAIN EXISTING WALL / ELEMENT TO BE DEMOLISHED. REFER TO PPSD FLOOR PLANS FOR CONTEXT & DESIGN INTENT. DEMO SYMBOL LEGEND 1 PPSD UNIT PLANS, DEMO UNIT PLANS & INTERIOR ELEVATIONS - UNITS 9 & 10 A603 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 Bu l l e t i n 1 S u b m i t t a l 1 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 09/13/2024 2ND PLAN CHECK SUBMITTAL 11/07/2024 3RD PLAN CHECK SUBMITTAL 12/18/2024 4TH PLAN CHECK SUBMITTAL 09/19/2025 BULLETIN 1 SUBMITTAL 1 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 1 Vanita Soni PuriAttn: 2 3 4 SCALE:11/4"=1'-0"DEMOLITION UNIT PLAN - UNIT 9SCALE:41/4"=1'-0"DEMOLITION UNIT PLAN - UNIT 10 SCALE:31/4"=1'-0"INTERIOR ELEVATIONS - UNIT 9SCALE:61/4"=1'-0"INTERIOR ELEVATIONS - UNIT 10 SCALE:21/4"=1'-0"PROPOSED UNIT PLAN - UNIT 9SCALE:51/4"=1'-0"PROPOSED UNIT PLAN - UNIT 10 3 - A B C D INTERIOR ELEVATIONS 6 - A B C D INTERIOR ELEVATIONS 1.REFER TO SPECIFICATIONS FOR ALL APPLIANCES. VERIFY ALL REQUIRED CLEARANCES AND INSTALLATION REQUIREMENTS PRIOR TO FABRICATION OF CASEWORK. INTERIOR ELEVATION NOTES 1.REFER TO SPECIFICATIONS FOR ALL APPLIANCES. VERIFY ALL REQUIRED CLEARANCES AND INSTALLATION REQUIREMENTS PRIOR TO FABRICATION OF CASEWORK. INTERIOR ELEVATION NOTES 4 4 4 PE R S C H E D U L E B PER SCHED. 42 " PER SCHEDULE PE R S C H E D U L E E PE R S C H E D U L E D PER SCHED. 42 " 6' - 8 " A 3'-0" 42 " PE R S C H E D U L E C PER SCHED. 42 " # 5' - 2 " UN I T N U M B E R E 4' - 0 " 6'-0" 6' - 8 " H D R . 2'-0" T.O.SHTG. 2' - 8 " F 2'-0"2'-0" G 4' - 0 " 4'-0" 6' - 8 " H D R . 2' - 8 " 2'-0"2'-0" A 5' - 0 " 8'-0" 6' - 8 " H D R . 2'-0" T.O.SHTG.1' - 8 " F T T T 4'-0"2'-0" B 4' - 0 " 8'-0" 6' - 8 " H D R . 2'-0" 2' - 8 " F T T T 4'-0"2'-0" D H 3' - 0 " 4'-0" 6' - 8 " H D R . 3' - 8 " 2'-0"2'-0" J 3' - 0 " 3'-2" 6' - 8 " H D R . F 3' - 8 " SL 1'-7"1'-7" T.O.SHTG. K 3' - 0 " 2'-0" 6' - 8 " H D R . 3' - 8 " EQ.EQ. L 2' - 0 " 4'-0" 6' - 8 " H D R . 4' - 8 " EQ.EQ. 1' - 0 " 3'-0" 6' - 8 " H D R . 5' - 8 " EQ.EQ. M SL SL SL F F F SL F F SL SL SL SL SL SL SL T TT T T T T T T 3' - 8 " 4'-0" 6' - 8 " H D R . 3' - 0 " 2'-0"2'-0" F SL DOOR & WINDOW SCHEDULES A800 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 Bu l l e t i n 1 S u b m i t t a l 1 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 09/13/2024 2ND PLAN CHECK SUBMITTAL 11/07/2024 3RD PLAN CHECK SUBMITTAL 12/18/2024 4TH PLAN CHECK SUBMITTAL 09/19/2025 BULLETIN 1 SUBMITTAL 1 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 1 Vanita Soni PuriAttn: 2 3 4 WINDOW FRAME REMARKS WIDTH HEIGHT THK MATERIAL GLAZING COLORWI N D O W # ALUMINUM DUAL ALUMINUM8'-0"5'-0"SEE PLAN WINDOW SCHEDULE A DOOR DESCRIPTION TYPE FIRE RATING WIDTH HEIGHT THK MATERIAL FINISH ENTRY DOOR -PAINT WOODA20 MIN. 1 3/8" PAINT BEDROOM T = TEMPERED GLASS F = FIXED SL = SLIDER 1.SAFETY GLAZING (TEMPERED) SHALL BE PROVIDED IN HAZARDOUS LOCATIONS AS SPECIFIED IN 2022 CBC SEC. 2406. EACH PANE OF SAFETY GLAZING INSTALLED IN HAZARDOUS LOCATIONS SHALL BE IDENTIFIED BY A MANUFACTURER'S DESIGNATION SPECIFYING WHO APPLIED THE DESIGNATION, THE MANUFACTURER OR INSTALLER AND THE SAFETY GLAZING STANDARD. 2.EXTERIOR GLASS SHALL BE CLEAR DUAL PLANE LOW-E WITH U-VALUES & SHGC VALUES AS REQUIRED BY THE ENERGY CALCULATIONS ON SHEETS TM00 - TM01 OF THE MECHANICAL DWGS. 3.INTERIOR GLASS SHALL BE SINGLE PANE, CLEAR. 4.NON-REFLECTIVE TINTED GLASS (NO MIRROR-LIKE TINTS OR FILMS). 5.ALL WINDOW AND DOOR ASSEMBLIES SHALL BE WELL FITTED AND WELL WEATHERSTRIPPED. 6.LOAD RESISTANCE OF GLASS UNDER UNIFORM LOAD SHALL BE DETERMINED IN ACCORDANCE WITH ASTM E1300. 101 102 104 FRAME MATERIAL FINISH PAINT WOOD PAINT3'-0"1 3/4" WOOD WOOD REMARKS HDWR 1.ALL EXTERIOR DOORS AND JOINTS IN THE EXTERIOR WALLS SHALL BE FULLY INSULATED. 2.BACKPRIME 'METAL' THRESHOLDS WITH ASPHALT BITUMEN, OR EQUAL, AT THRESHOLDS IN CONTACT WITH CONCRETE. 3.SLIDING CLOSET DOORS TO BE PROVIDED WITH TRACKS, GUIDES, PULLS AND ALL OTHER NECESSARY HARDWARE. 4.HINGED CLOSET DOORS ARE TO BE PROVIDED WITH HINGES, BALL LATCHES, DUMMY KNOBS, AND ALIGNMENT CLIPS. 5.PROVIDE HINGES SUITABLE FOR EACH APPLICATION AND AS APPROPRIATE FOR EACH DOOR SIZE AND WEIGHT. 6.KEYED LOCKSETS SHALL BE MANUALLY OPERATED FROM THE INTERIOR SIDE. 7.DOOR HARDWARE BIDDERS SHALL INCLUDE ADEQUATE QUANTITIES OF WALL AND FLOOR STOPS FOR ALL DOORS AS IMPLIED BY THE FLOOR PLANS. B - - -PAINT1 3/8"CLOSET PAINTWOODWOOD6'-8"B - OPERABLE SLIDER. TEMPERED GLAZING REQUIRED ADJACENT TO ENTRY DOOR. B WINDOW TYPES DO O R # DOOR SCHEDULE DOOR TYPES WINDOW NOTES WINDOW LEGEND DOOR NOTES DOOR LEGEND KEYED ENTRY LOCKSET ( KNOB & DEADBOLT ). REFER TO KEYNOTE 3 ON SHEETS A201 & A202. -2'-6"PAINT1 3/8"BATHROOM 103 PAINTWOODWOOD6'-8"D - CALIFORNIA ENERGY CODE FENESTRATION VALUES: 'U' FACTOR (MAX): 0.34* 'SHGC' FACTOR (MAX):N/A* 'VT' FACTOR (MIN):N/A* *REFER TO SHEET TM00 - TM01 OF THE MECH'L DWGS. CEnC REQS. PRIVACY LOCK.6'-8" 6'-8" UNIT PLANS 1 & 2 2'-6" 3'-0" POCKET DOOR. PRIVACY LOCK. ENTRY DOOR -PAINT WOODA 1 3/8" PAINT BEDROOM 301 302 304 PAINT WOOD PAINT3'-0"1 3/4" WOOD WOODB - - -PAINT1 3/8"CLOSET PAINTWOODWOOD6'-8"E - -2'-0"PAINT1 3/8"BATHROOM 303 PAINTWOODWOOD6'-8"B - PRIVACY LOCK.6'-8" 6'-8" UNIT PLAN 3, 4, 7 & 8 7'-0" 2'-6" PRIVACY LOCK. BYPASS. ENTRY DOOR -PAINT WOODA 1 3/8" PAINT BEDROOM 501 502 504 PAINT WOOD PAINT3'-0"1 3/4" WOOD WOODB - - -PAINT1 3/8"CLOSET PAINTWOODWOOD6'-8"E - -2'-8"PAINT1 3/8"BATHROOM 503 PAINTWOODWOOD6'-8"B - PRIVACY LOCK.6'-8" 6'-8" UNIT PLAN 5 4'-0" 2'-8" PRIVACY LOCK. BYPASS. -2'-2"PAINT1 3/8"LAUNDRY CLOSET505 PAINTWOODWOOD6'-8"B -LOUVERED. ENTRY DOOR -PAINT WOODA 1 3/8" PAINT BEDROOM 1 601 602 604 PAINT WOOD PAINT3'-0"1 3/4" WOOD WOODB - - -PAINT1 3/8"BEDROOM 1 CLOSET PAINTWOODWOOD6'-8"E - -2'-0"PAINT1 3/8"BATHROOM 603 PAINTWOODWOOD6'-8"B - PRIVACY LOCK.6'-8" 6'-8" UNIT PLAN 6 7'-0" 2'-6" PRIVACY LOCK. BYPASS. 605 606 -PAINT1 3/8"BEDROOM 2 PAINTWOODWOODB- -PAINT1 3/8"BEDROOM 2 CLOSET PAINTWOODWOOD6'-8"E - PRIVACY LOCK.6'-8" 4'-0" 2'-6" BYPASS. ENTRY DOOR -PAINT WOODA 1 3/8" PAINT BEDROOM 1 901 902 904 PAINT WOOD PAINT3'-0"1 3/4" WOOD WOODB - - -PAINT1 3/8"BEDROOM 1 CLOSET PAINTWOODWOOD6'-8"E - -2'-0"PAINT1 3/8"BATHROOM 903 PAINTWOODWOOD6'-8"B - PRIVACY LOCK.6'-8" 6'-8" UNIT PLAN 9 7'-0" 2'-6" PRIVACY LOCK. BYPASS.905 906 -PAINT1 3/8"BEDROOM 2 PAINTWOODWOODB- -PAINT1 3/8"BEDROOM 2 CLOSET PAINTWOODWOOD6'-8"E - PRIVACY LOCK.6'-8" 6'-0" 2'-6" BYPASS.907 -2'-0"PAINT1 3/8"POWDER PAINTWOODWOOD6'-8"D -POCKET DOOR. PRIVACY LOCK. ENTRY DOOR -PAINT WOODA 1 3/8" PAINT BEDROOM 1 001 002 004 PAINT WOOD PAINT3'-0"1 3/4" WOOD WOODB - - -PAINT1 3/8"BEDROOM 1 CLOSET PAINTWOODWOOD6'-8"E - -2'-0"PAINT1 3/8"BATHROOM 003 PAINTWOODWOOD6'-8"B - PRIVACY LOCK.6'-8" 6'-8" UNIT PLAN 10 7'-0" 2'-6" PRIVACY LOCK. BYPASS. 005 006 -PAINT1 3/8"BEDROOM 2 PAINTWOODWOODB- -PAINT1 3/8"BEDROOM 2 CLOSET PAINTWOODWOOD6'-8"E - PRIVACY LOCK.6'-8" 6'-0" 2'-6" BYPASS. UTILITY ENTRY DOOR WOODA PAINTU1 WOOD PAINT3'-0"1 3/4"-6'-8" COMMON DOORS DUAL8'-0"4'-0"SEE PLAN OPERABLE SLIDER. TEMPERED GLAZING REQUIRED ADJACENT TO ENTRY DOOR. D DUAL4'-0"3'-8"SEE PLAN OPERABLE SLIDER. DUAL6'-0"4'-0"SEE PLANE OPERABLE SLIDER. TEMPERED GLAZING REQUIRED ADJACENT TO ENTRY DOOR. G DUAL4'-0"4'-0"SEE PLAN H DUAL4'-0"3'-0"SEE PLAN J DUAL3'-2"3'-0"SEE PLAN OPERABLE SLIDER. OPERABLE SLIDER. OPERABLE SLIDER. TEMPERED GLAZING REQUIRED ADJACENT TO EXTERIOR DOOR. DUAL2'-0"3'-0"SEE PLANK OPERABLE SLIDER. FROSTED GLAZING FOR BATHROOM PRIVACY. TEMPERED GLAZING REQUIRED ADJACENT TO SHOWER. L M DUAL4'-0"2'-0"SEE PLAN DUAL3'-0"1'-0"SEE PLAN OPERABLE SLIDER. OPERABLE SLIDER. FROSTED GLAZING FOR BATHROOM PRIVACY. TEMPERED GLAZING REQUIRED ADJACENT TO ENTRY DOOR / SHOWER. ALUMINUM ALUMINUM ALUMINUM ALUMINUM ALUMINUM ALUMINUM ALUMINUM ALUMINUM ALUMINUM ALUMINUM ALUMINUM ALUMINUM ALUMINUM ALUMINUM ALUMINUM ALUMINUM ALUMINUM ALUMINUM 404 -PAINT1 3/8"CLOSET PAINTWOODWOOD6'-8"E -8'-0"BYPASS. 607 -PAINT1 3/8"HALLWAY PAINTWOODWOODB-6'-8"2'-6" SCALE:11/4"=1'-0"DOOR SCHEDULESCALE:21/4"=1'-0"WINDOW SCHEDULE KEYED ENTRY LOCKSET ( KNOB & DEADBOLT ). SELF-CLOSING HARDWARE. REFER TO KEYNOTE 3 ON SHEETS A201 & A202. KEYED ENTRY LOCKSET ( KNOB & DEADBOLT ). SELF-CLOSING HARDWARE. REFER TO KEYNOTE 3 ON SHEETS A201 & A202. KEYED ENTRY LOCKSET ( KNOB & DEADBOLT ). SELF-CLOSING HARDWARE. REFER TO KEYNOTE 3 ON SHEETS A201 & A202. KEYED ENTRY LOCKSET ( KNOB & DEADBOLT ). SELF-CLOSING HARDWARE. REFER TO KEYNOTE 3 ON SHEETS A201 & A202. KEYED ENTRY LOCKSET ( KNOB & DEADBOLT ). SELF-CLOSING HARDWARE. REFER TO KEYNOTE 3 ON SHEETS A201 & A202. KEYED ENTRY LOCKSET ( KNOB & DEADBOLT ). SELF-CLOSING HARDWARE. REFER TO KEYNOTE 3 ON SHEETS A201 & A202. 20 MIN. 20 MIN. 20 MIN. 20 MIN. 20 MIN. 20 MIN. 4 4 4 4 4 4 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 Bu l l e t i n 1 S u b m i t t a l 1 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 09/13/2024 2ND PLAN CHECK SUBMITTAL 11/07/2024 3RD PLAN CHECK SUBMITTAL 12/18/2024 4TH PLAN CHECK SUBMITTAL 09/19/2025 BULLETIN 1 SUBMITTAL 1 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 1 Vanita Soni PuriAttn: 2 3 4 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 1923NOT 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 PIPE BOLLARD SCALE: 1 1/2" = 1'-0" CONCRETE SLAB ROUND CONCRETE NEATLY AT THE TOP 10" X 10" X 3/4" STEEL PLATE WELDED TO BOLLARD PIPE W/FILLET WELD ALL AROUND & (4)-3/4"STUDS, EMBED 8" PAINTED 4" DIAM. GALV. STEEL PIPE FILLED WITH CONCRETE PLAN 3-1/4" 2" 10 " 10" PE R ST R U C T . 4' - 0 " 4 LIGHTING FIXTURE SCHEDULE SYMBOL DESCRIPTION LAMP VOLT WATT LED RECESSED DOWNLIGHT, DIMMABLE, HIGH EFFICACY LITHONIA LDN6 SERIES OR APPROVED EQUAL LED 120 18 LED WALL SCONE, HIGH EFFICACY W/ PHOTO SENSOR/ASTRONOMICAL TIME CLOCK WAC LIGHTING WS-W52610 SERIES OR APPROVED EQUAL LED 120 12 EE LIGHT FIXTURE WITH 90 MINUTES EMERGENCY BATTERY PACK VERIFY WITH MANUFACTURER FOR OPTION/INVERTER IF NOT AVAILABLE ---120 --- X LED EXIT SIGN WITH 90 MINUTES BATTERY PACK LITHONIA EXR LED M6 OR EQUIVALENT ---120 --- 120V, SINGLE POLE, MAX 3% VOLTAGE DROP LENGTH OF RUN COPPER COPPER COPPER COPPER COPPER ALUMINUM ALUMINUM AMP LOAD200'150'100'50'25' 14 12 10 1 1/0 3/0 250 12 12 10 1 1/0 3/0 250 10 8 6 1 2/0 3/0 300 8 6 4 2/0 4/0 300 600 6 4 4 4/0 300 500 900 15 AMP 20AMP 30 AMP 100 AMP 100 AMP 200 AMP 200 AMP NOTE: THE MAXIMUM COMBINED VOLTAGE DROP ON BOTH INSTALLED FEEDER CONDUCTORS AND BRANCH CIRCUIT CONDUCTORS TO THE FARTHEST CONNECTED LOAD OR OUTLET SHALL NOT EXCEED 5 PERCENT. TYPICAL ELECTRICAL DEVICE MOUNTING HEIGHTS SCALE NTS 48" DISC. SW. CL. 72" MAX 12" MIN ELECTRICAL PANEL 44" G 18" 72"44" CLOCK 48" WITHIN 18" WITHIN 60" 80" EXIT E F I R 18" 96" 84" 44" 24" EX T E R I O R R E C E P T A C L E G 26" FINISH FLOOR NOTES: 1.THE ELECTRICAL CONTRACTOR SHALL VERIFY THE EXACT LOCATION OF ALL TELEVISION OUTLETS WITH THE ARCHITECT PRIOR TO INSTALLATION. 2.ALL DEVICES SHOWN ON THIS DETAIL ARE FOR REFERENCES OF MOUNTING HEIGHTS ONLY. THE ELECTRICAL CONTRACTOR SHALL FIELD ADJUST THE HEIGHTS OF THE DEVICES AS REQUIRED FOR PROPER MOUNTING OF THE DEVICES. 3.ALL DEVICES REQUIRED FOR THIS PROJECT MAY NOT APPEAR ON THIS DETAIL. ALL ITEMS SHOWN ON THIS DETAIL MAY NOT B REQUIRED OF THIS PROJECT. 4.FIRE ALARM HORN/STROBES ARE TO BE MOUNTED NO HIGHER THAN 96" AND NO LOWER THAN 80" ON CENTER. G 36" GFCI DRYER WASHER GFCI GFCI STACKABLE WASHER & DRYER 48" 50" (MAX) TO TOP OF BOX WP/ GFCI 1 SINGLE LINE DIAGRAM NOTES 1.CONTRACTOR/ELECTRICIAN TO FIELD VERIFY ACTUAL SITE CONDITION /EXACT SERVICE ENTRANCE AND SHALL NOTIFY EOR(S) ANY DISCREPANCY WITH THE PLAN PRIOR TO BIDDING. 2.CONTRACTOR TO VERIFY ALL EQUIPMENT DIMENSIONS AND CLEARANCES WITH FIELD CONDITION PRIOR TO ORDERING EQUIPMENT. 3.ALL EQUIPMENT TO BE LISTED BY A RECOGNIZED TESTING AGENCY. TERMINALS TO BE RATED FOR ALUMINUM AND COPPER WIRE. 4.CONTRACTOR TO OBTAIN A FAULT CURRENT LETTER FROM UTILITY COMPANY PRIOR TO PURCHASE OF ANY EQUIPMENT (IF ANY) FOR AIC VERIFICATION. EQUIPMENT CUTSHEETS AND FAULT CURRENT LETTER TO BE PROVIDED UPON INSPECTION. 5.IF APPLICABLE, ALL NEW CIRCUIT BREAKERS INSTALLED ON EXISTING PANEL/SWITCHBOARD SHALL MATCH THE HIGHEST EXISTING AIC RATED BREAKER WITHIN THAT PANEL/BOARD. INSPECTOR TO VERIFY HIGHEST AIC RATING AT THE SITE. 6.MAIN SERVICE DISCONNECT AMPERAGE MUST BE PERMANENTLY MARKED 7.ALL SYSTEM TO BE FULLY RATED SYSTEM. IF SYSTEM IS SERIES RATED, ALL COMPONENTS MUST BE FROM THE SAME MANUFACTURER. LISTED BREAKER COMBINATIONS SHALL BE AVAILABLE TO THE AUTHORITY HAVING JURISDICTION UPON REQUEST. 8.IF APPLICABLE, ALL EQUIPMENT LABELED/IDENTIFIED AS EXISTING, ARE SUBJECT TO FIELD VERIFICATION. 9.ARC-FLASH HAZARD WARNING FIELD MARKING TO BE PROVIDED ON ELECTRICAL EQUIPMENT, SUCH AS SWITCHBOARDS, PANEL BOARDS, METER SOCKET ENCLOSURES AND MCC THAT ARE IN OTHER THAN DWELLING UNITS. [2022 CEC 110.21(B)] NOTES: 1.FIXTURE SHALL HAVE MIN. OF 10 YEARS MANUFACTURER WARRANTY ON ALL COMPONENTS. 2.FIXTURES SHALL HAVE APPROPRIATE U.L. LABEL (i.c., DAMP OR WET) AS REQUIRED BY CODES AND ORDINANCES. 3.FIXTURES SHALL INCLUDE ALL ACCESSORIES FOR INSTALLATION ACCORDING TO MANUFACTURER'S SHOP DRAWINGS AND AS REQUIRED BY CODES AND LOCAL ORDINANCES. 4.PRIOR TO ORDERING ANY LIGHTING EQUIPMENT, THE CONTRACT OR SHALL COORDINATE ALL FIXTURE LOCATIONS WITH ARCHITECTURAL REFLECTED CEILING PLANS AND CEILING CAVITY DEPTHS. 5.ALL LAMPS SHALL BE PROVIDED AND INSTALLED ACCORDING TO THE ATTACHED FIXTURE SCHEDULE AND SPECIFICATIONS. ENSURE COMPATIBILITY BETWEEN FIXTURE, LAMP(S) AND BALLAST(S). 6.CONTRACTOR SHALL VERIFY FIXTURE VOLTAGES AND CEILING TRIM COMPATIBILITY PRIOR TO ORDERING FIXTURE. 7.PROVIDE APPROVED FIRE-RATED ENCLOSURES FOR ALL LIGHTING FIXTURES LOCATED IN FIRE-RATED CEILINGS. 8.LIGHTING FIXTURE CATALOG NUMBERS ARE SERIES TYPE ONLY. PROVIDE ALL NECESSARY HARDWARE AS REQUIRED BY THE SPECIFICATIONS, DRAWINGS, AND PROJECT CONDITIONS FOR A COMPLETE INSTALLATION. 9.ALL FIXTURES SHALL BE ORDERED WITH APPROPRIATE BALLAST(S) THAT HAVE U.L. AND CBM LABELS. PROVIDE MULTIPLE BALLASTS FOR DUAL-LEVEL SWITCHING AND WIRING AS INDICATED ON THE PLANS. 10.ENSURE COMPATIBILITY OF ALL LIGHTING SYSTEM COMPONENTS, ESPECIALLY DIMMED SYSTEMS. FIXTURES, LAMPS, BALLAST(S), AND DIMMING SYSTEMS/INDIVIDUAL CONTROLS MUST BE FACTORY CERTIFIED COMPATIBLE FOR FULL RANGE OF DIMMING COMPATIBILITY. 11.LIGHTING FIXTURE MANUFACTURER & MODEL IS FOR REFERENCE ONLY. FIXTURE SHALL BE SELECTED BY ARCHITECT. POWER AND QUALITY SHALL BE SPECIFICATION GRADE. SINGLE LINE DIAGRAM FEEDER CHART (E)/(N)FEEDER SIZE S400 (N)3#600- 3 1/2"C (BY UTILITY) 100 (N)3#1, #8GND- 1 1/2"C # 100 TYP. (2) (N) 100A 2P TYP. (2) (N) PANEL "R1/R2" M (N) PANEL "HP" 100 (N) 100A 2P M (N) UTILITY COMPANY SECONDARY FEEDER (N) 400A 2P S400 G N BLDG STRUCT STEEL UFER GND GND ROD COLD WTR PIPE (N)#2/0GND GROUND LEVEL TYP. (2) D= 1 0 ' Is c = 1 6 , 8 8 0 A %V D = 0 . 1 4 % Isc=20,911 (N) RESIDENTIAL METER STACK "MS" 400A, 120/240V, 1Ø, 3W 22K AIC RATING, NEMA 3R ENCLOSURE 100 TYP. (2) (N) 100A 2P TYP. (2) (N) PANEL "R3/R4" M TYP. (2) 100 (N) 100A 2P (N) PANEL "R5" M (N) PANEL "R6" 100 M (N) 100A 2P TYP. (2) (N) PANEL "R7/R8" 100 M TYP. (2) (N) 100A 2P TYP. (2) TYP. (2) (N) PANEL "R9/R10" 100 M TYP. (2) (N) 100A 2P TYP. (2) 2ND LEVEL ROOF LEVEL BUILDING STRUCTURAL STEEL NEC 250.52 BARE COPPER GROUNDING CONDUCTOR NEC 250-66 (TYPICAL) CADWELD (TYPICAL) BARE COPPER GROUNDING ELECTRODE BONDED TO MINIMUM OF 20'-0" OF 1/2" REBAR IN BUILDING WALL FOOTING PER NEC 250.52 3/4"x10' GROUND ROD NEC 250.52 VALVE, METER OR UNION SUPPLY SIDE JUMPER BOND TO UNDERGROUND METALLIC COLD WATER PIPE WITHIN 5FT OF SERVICE ENTRANCE (PROVIDE SIMILAR CONNECTION TO FIRE PROTECTION WATER SERVICE ENTRANCE) NEC 250.52 MAIN SERVICE ENTRANCE ALL GROUNDING SHALL BE INSTALLED IN ACCORDANCE WITH ARTICLE 250.50 OF THE NATIONAL ELECTRICAL CODE, BOND THE NEUTRAL AT THE SERVICE ENTRANCE EQUIPMENT GROUNDING ELECTRODE SYSTEM DETAIL SCALE NTS 2 SELF TAPPING SCREWS STANDARD COLORS: 1. NORMAL POWER - BLACK BACKGROUND, WHITE LETTERS 2. EMERGENCY POWER - RED BACKGROUND, WHITE LETTERING NAMEPLATES ARE REQUIRED ON ALL PANELBOARDS, STARTERS AND DISCONNECT SWITCHES. PANELBOARD PANEL "X" PANELBOARD DESIGNATION ALL PANELS SHALL BE LABELED ON INSIDE OF DOOR WITH LIST OF CIRCUITS AND THEIR APPROPRIATE NAMES. 3" 1" EACH PANEL SCHEDULE TO INDICATE THE SOURCE OF POWER TO THE PANEL. THE LABEL SHALL BE PERMANENTLY AFFIXED. NAMEPLATE (TYPICAL) ENGRAVED LAMACOID, 5/32 INCH LETTERS PANEL BOARD NAMEPLATE DETAIL SCALE NTS 3 120V GFCI BREAKER WIRING DIAGRAM SCALE NTS 4 D= 3 0 ' Is c = 1 2 , 1 8 3 A %V D = 0 . 2 5 % D= 9 5 ' Is c = 6 , 3 9 8 A %V D = 1 . 3 3 % INSPECTION NOTES A.TOTAL ACCESS SHALL BE PROVIDED FOR ALL INSPECTIONS. [CBC 110.1] PER 2022 CALIFORNIA ELECTRICAL CODE (CEC) SECTION90.4, THE AHJ HAS THE RESPONSIBILITY TO ENFORCE THE CEC REQUIREMENTS.THIS REQUIREMENT REQUIRES INSPECTIONS AT DIFFERENT STAGES OF WORK TO ENSURE COMPLIANCE PRIOR TO ANY WORK BEING COVERED OR CLOSED OR OTHERWISE UNABLE TO BE PROPERLY INSPECTED. B.EQUIPMENT INSTALLED SUCH AS RECEPTACLE OUTLETS, SWITCHES, LUMINAIRES FIXED APPLIANCES, SUBPANELS, AND OVERCURRENT PROTECTIVE DEVICES MUST BE INSTALLED PER THE CEC REQUIREMENTS. ADDITIONALLY, OTHER CODES HAVE SEPARATE REQUIREMENTS (2022 CAEC, CALGREEN, CALIFORNIA FIRE CODE. ALL CODE REQUIREMENTS MUST BE CONSIDERED DURING CONSTRUCTION AND INSPECTION. C.CEC 110.12 SPECIFIES THE REQUIREMENTS FOR INSTALLATIONS. NEAT AND WORKMANLIKE INSTALLATIONS ARE MANDATORY; ANY UNUSED OPENINGS ARE TO BE PROPERLY CLOSED, AND THE INTEGRITY OF ELECTRICAL EQUIPMENT MUST BE MAINTAINED. ANY DAMAGED CONDUCTORS, PARTS OR EQUIPMENT MUST BE REPLACED OR RETURNED TO CONDITIONS THAT EXISTED DURING THEIR MANUFACTURE AND LISTING. D.ELECTRICAL SUBPANELS AND RELATED EQUIPMENT MUST BE PROPERLY INSTALLED. THE CEC HAS SPECIFIC REQUIREMENTS THAT ARE FOUND IN ARTICLE 408 AMONGST OTHER CEC REQUIREMENTS. PANELS MUST MEET THE PENETRATION REQUIREMENTS WHEN INSTALLED IN FIRE-RATED STRUCTURE. L1 L2 RE V I S I O N SHEET TITLE: DATE: SCALE: 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 03/05/2023 PLOT DATE: 9/19/2025 3:57:31 PM CD I Ci r c a D o m i n i I n t e r n a t i o n a l , I n c . En g i n e e r i n g - C o n s u l t i n g 98 9 0 R e s e a r c h D r . S u i t e 1 0 0 , I r v i n e , C A 9 2 6 1 8 Ph o n e ( 9 4 9 ) 5 3 3 - 4 1 1 7 | d k a n g @ c d i e n g . c o m 82 9 N G A R F I E L D S T SA N T A A N A , C A 9 2 7 0 1 DRAWN: CHECKED: PL A N C H E C K R E V . 0 4 / 2 7 / 2 0 2 3 PL A N C H E C K R E V . 0 9 / 2 8 / 2 0 2 3 IN S P E C T I O N R E V . 0 6 / 1 9 / 2 0 2 4 BU L L E T I N 1 S U B . 1 0 9 / 1 9 / 2 0 2 5 N.T.S. E001 SINGLE LINE DIAGRAM/ SCHEDULES J.L.L.N. LIVING KITCHEN DINING BEDROOMBATH CLO. R. 1'-0" = 1'-0" LIVING KITCHEN DINING BEDROOM BATH HALL CLO. ELEC.PANEL R. LI V I N G / D I N I N G / KI T C H E N BE D R O O M BA T H LA U . CL O . R . UP UP LIVING KITCHEN DINING BEDROOM BATH CLO. R. 1'-0" = 1 ' - 0 " LI V I N G / D I N I N G / KI T C H E N BE D R O O M BA T H LA U . CL O . R . GM GM GM GM GM GM GM GM GM GM GM ELECTRICAL PLAN - GROUND FLOOR 3#10, #10GND- 3/4"C D 3 S/C SD VS VSS S D 3 R1-23 R1-23 R1-23 R1-23 R1-23 R1-23 PANEL "R1" D3 D 3 D D VS SS PANEL "R2" S S/C R3-23 R3-23 R3-23 R3-23 R3-23 R3-23 PANEL "R3" PANEL "R4" D D S D VS SS S/C D3 D3 D 3 D 3S R5-23 R5-23 R5-23 R5-23 R5-23 R5-23 R5-23 HP-3 PANEL "R5" UNIT#2 REFER TO ELECTRICAL LAYOUT UNIT#1 UNIT#4 REFER TO ELECTRICAL LAYOUT UNIT#3 UNIT#1 UNIT#3 UNIT#5 S R1-1/3 R1-5 S M J R1-18 R1-13 R1-17 R1-19 R1-20 R1-6 R1-2 +8"CT +8"CT R1-4 1-1 FC 1-2 FC 1-1 FC 1-2 FC J J R1-14/16 R1-14/16 #10 #10 R3-6 R3-19 +8"CT R3-17R3-2 R3-13 R3-1/3 S M J R3-18 S R3-5 +8"CT +8"CT +8"CT+8"CT R3-4 R3-22 J R4-14/16 #10 J R4-14/16 #10 R5-2 J R5-14/16 #10 J R5-14/16 #10 R5-13R5-1/3 S M J R5-18 S R5-5 R5-17 +8"CT +8"CT +8"CT+8"CT R5-4 R5-8 R5-6 +8"CT R5-19 WP HP-4 (TYP.) WH-1 WH-2 HP-5 HP-9 HP-2 RESIDENTIAL METER STACK "MS" PANEL "HP" KEYED ELECTRICAL PLAN NOTES: 1.VERIFY/COORDINATE EXACT LOCATION FOR ELECTRICAL EQUIPMENTS AND PROVIDE/MAINTAIN MINIMUM CLEARANCE. [2022 CEC 110.26] 2.VERIFY EXACT ELECTRICAL INSTALLATION REQUIREMENTS WITH MANUFACTURER AND PROVIDE PER RECOMMENDATION. 3.WIRE THROUGH PHOTOCELL AND MOTION SENSOR OR ASTRONOMICAL TIME CLOCK FOR ALL EXTERIOR LIGHT FIXTURES. [2022 CENC 130.2(C)]. 4.PROVIDE GFI/WATERPROOF/WEATHER RESISTANT RECEPTACLE WITHIN 25FT OF HEATING, AC, AND REFRIGERATION EQUIPMENT. 5.REFER TO MECHANICAL PLAN AND HVAC SYSTEM CONNECTION SCHEDULE FOR EXACT LOCATIONS, SPECS AND INSTALLATION REQUIREMENTS. 6.AN ELECTRICAL DISCONNECT SWITCH LABEL SHALL BE PERMANENTLY AFFIXED, OF SUFFICIENT DURABILITY TO WITHSTAND THE ENVIRONMENT INVOLVED, AND NOT HANDWRITTEN. CEC 100, 110.22, 404.14 & 408.4(B). # 1 2 (TYP.) R1-11 R3-9 R5-9 HP-1 HP-1 HP-1 3 3 3 (TIE) HP-4 (TIE) #8 #8 #8 R1-7 UNIT#2 REFER TO GARAGE UNIT#1 UNIT#3 REFER TO GARAGE UNIT#1 UNIT#4 REFER TO GARAGE UNIT#1 UNIT#5 REFER TO GARAGE UNIT#1 UNIT#6 REFER TO GARAGE UNIT#1 UNIT#7 REFER TO GARAGE UNIT#1 UNIT#8 REFER TO GARAGE UNIT#1 UNIT#9 REFER TO GARAGE UNIT#1 UNIT#10 REFER TO GARAGE UNIT#1 TYP. GARAGE DOOR GENERAL NOTES: NOTES: REFER TO MECHANICAL PLAN FOR HVAC SYSTEM INFO. VERIFY INSTALLATION REQUIREMENTS WITH MANUFACTURER AND PROVIDE PER RECOMMENDATION. GENERAL NOTES: 1.SMOKE ALARMS SHALL BE INSTALLED IN THE FOLLOWING LOCATIONS: A.IN EACH SLEEPING ROOM. [2022 CRC R314.3(1)] B.OUTSIDE EACH SEPARATE SLEEPING AREA IN THE IMMEDIATE VICINITY OF THE BEDROOMS [2022 CRC R314.3(2)] C.ON EACH ADDITIONAL STORY OF THE DWELLING, INCLUDING BASEMENTS AND HABITABLE ATTICS. [2022 CRC R314.3(3)] D.INSTALLATION NEAR BATHROOMS. SMOKE ALARMS SHALL BE INSTALLED NOT LESS THAN A 3 FOOT HORIZONTAL DISTANCE FROM THE DOOR OR OPENING OF A BATHROOM THAT CONTAINS A BATHTUB OR SHOWER. [2022 CRC R314.3(5)] E.SMOKE ALARMS OR SMOKE DETECTORS SHALL BE INSTALLED A MINIMUM OF 20 FEET HORIZONTAL DISTANCE FROM A PERMANENTLY INSTALLED COOKING APPLIANCE. [2022 CRC R314.3.3, NFPA72 29.9.3.4(4)] F.SMOKE ALARMS AND SMOKE DETECTORS SHALL NOT BE INSTALLED WITHIN A 36 IN. HORIZONTAL PATH FROM THE SUPPLY REGISTERS OF A FORCED AIR HEATING OR COOLING SYSTEM AND SHALL BE INSTALLED OUTSIDE OF THE DIRECT AIRFLOW FROM THOSE REGISTERS. [2022 CRC R314.3.3, NFPA72 29.9.3.4(6)] 2.CARBON MONOXIDE ALARMS SHALL BE INSTALLED IN THE FOLLOWING LOCATIONS: A.OUTSIDE OF EACH SEPARATE SLEEPING AREA IN THE IMMEDIATE VICINITY OF THE BEDROOMS.[2022 CRC R315.3(1)] B.ON EVERY OCCUPIABLE LEVEL OF A DWELLING UNIT, INCLUDING BASEMENTS. [2022 CRC R315.3(2)] C.WHERE A FUEL-BURNING APPLIANCE IS LOCATED WITHIN A BEDROOM OR ITS ATTACHED BATHROOM, A CARBON MONOXIDE ALARM SHALL BE INSTALLED WITHIN THE BEDROOM. [2022 CRC R315.3(3)] 3.WHERE MORE THAN ONE SMOKE ALARM OR CARBON MONOXIDE ALARM IS REQUIRED TO BE INSTALLED WITHIN AN INDIVIDUAL DWELLING OR SLEEPING UNIT, THE ALARMS SHALL BE INTERCONNECTED IN SUCH A MANNER THAT THE ACTIVATION OF ONE ALARM WILL ACTIVATE ALL OF THE ALARMS IN THE INDIVIDUAL UNIT. [2022 CRC R314.4, R315.5] 4.SMOKE ALARMS AND CARBON MONOXIDE ALARMS SHALL RECEIVE THEIR PRIMARY POWER FROM THE BUILDING WIRING AND SHALL BE EQUIPPED WITH A BATTERY BACKUP. WIRING SHALL BE PERMANENT AND WITHOUT A DISCONNECTING SWITCH OTHER THAN AS REQUIRED FOR OVERCURRENT PROTECTION. [2022 CRC R314.6, R315.6] 5.SMOKE ALARMS AND CARBON MONOXIDE ALARMS SHALL BE LISTED IN ACCORDANCE WITH UL 217. COMBINATION SMOKE AND CARBON MONOXIDE ALARMS SHALL BE LISTED IN ACCORDANCE WITH UL 217 AND UL 2034. [2022 CRC R314.1.1, R315.1.1] 6.AFCI PROTECTION: ALL 120-VOLT, SINGLE-PHASE, 15- AND 20-AMPERE BRANCH CIRCUITS SUPPLYING OUTLETS OR DEVICES INSTALLED IN DWELLING UNIT KITCHENS, FAMILY ROOMS, DINING ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, BEDROOMS, CLOSETS, HALLWAYS, LAUNDRY AREAS, OR SIMILAR ROOMS OR AREAS SHALL BE AFCI PROTECTED. [2022 CEC 210.12(A)] 7.GFCI PROTECTION: ALL 125-VOLT THROUGH 250-VOLT RECEPTACLES INSTALLED IN THE FOLLWOING LOCATIONS AND SUPPLIED BY SINGLE-PHASE BRANCH CIRCUITS RATED 150 VOLTS OR LESS TO GROUND SHALL HAVE GROUND-FAULT CIRCUIT-INTERRUPTER PROTECTION FOR PERSONNEL. [2022 CEC 210.8(A)] A.BATHROOMS B.GARAGES AND ACCESSORY BUILDINGS THAT HAVE A FLOOR LOCATED AT OR BELOW GRADE LEVEL NOT INTENDED AS HABITABLE ROOMS AND LIMITED TO STORAGE AREAS, WORK AREAS, AND SIMILAR C.OUTDOORS D.BASEMENTS E.KITCHENS F.LAUNDRY AREAS G.INDOOR DAMP AND WET LOCATIONS 8.PROVIDE LISTED TAMPER-RESISTANT RECEPTACLES IN ALL AREAS EXCEPT RECEPTACLES LOCATED MORE THAN 5 1/2 FT ABOVE THE FLOOR AND A SINGLE RECEPTACLE, OR A DUPLEX RECEPTACLE FOR TWO APPLIANCES, LOCATED WITHIN THE DEDICATED SPACE FOR EACH APPLIANCE. [2022CEC 406.12] 9.RECEPTACLE LOCATION AND SPACING BETWEEN ADJACENT RECEPTACLE SHALL BE PER [2022 CEC 210.52]. 10.ALL WORK TO COMPLY WITH THE [2022 CEC]. 11.ELECTRICAL EQUIPMENT SHALL BE LISTED BY A CITY RECOGNIZED ELECTRICAL TESTING LABORATORY OR APPROVED BY THE CITY DEPARTMENT. 12.LIGHTS AND PANELS SHALL NOT BE RECESSED IN FIRE RATED ASSEMBLIES UNLESS BOXED WITH EQUIVALENT CONSTRUCTION. 13.PANEL CIRCUIT DIRECTORY TO COMPLY WITH [2022 CEC 408.4] . 14.ALL ATTIC ACCESSES SHALL BE PROVIDED WITH A SWITCHED LIGHT AND 120 VOLT OUTLET AT OR NEAR THE FORCED AIR UNIT. [2022 CEC 210.70(C)] 15.RECEPTACLES/PARTS OF CORD-CONNECTED LUMINAIRES SHALL NOT BE INSTALLED AND LIGHTING FIXTURES SHALL BE LISTED FOR A WET LOCATION WITHIN A ZONE MEASURED 3FT HORIZONTALLY AND 8 FT VERTICALLY FROM THE TOP OF THE BATHTUB RIM OR SHOWER STALL. [2022 CEC 406.9(C), 410.10(D)] 16.BATHROOM EXHAUST FAN MUST BE CONTROLLED BY A HUMIDISTAT WHICH SHALL BE READILY ACCESSIBLE. [2022 CALGREEN 4.506.1] 17.AT LEAST ONE READILY ACCESSIBLE OUTDOOR RECEPTACLE FROM GRADE SHALL BE INSTALLED FOR EACH DWELLING UNIT OF A MULTIFAMILY DWELLING, AND EVERY BALCONIES/DECKS WITH WEATHER PROOF COVER OF EXTERIOR OUTLETS. [2022 CEC 210.52 (E), 406.9(B)(2)] 18.ALL LIGHTING SHALL BE HIGH EFFICACY. [2022 CENC 150.0(K), TABLE 150.0-A] 19.IN BATHROOMS, GARAGES, LAUNDRY ROOMS, UTILITY ROOMS, AND WALK-IN CLOSETS, AT LEAST ONE INSTALLED LUMINAIRE SHALL BE CONTROLLED BY AN OCCUPANCY OR VACANCY SENSOR PROVIDING AUTOMATIC-OFF FUNCTIONALITY. [2022 CENC 150.0(K)(2)(E)] 20.LIGHTING IN HABITABLE SPACES, INCLUDING BUT NOT LIMITED TO LIVING ROOMS, DINING ROOMS, KITCHENS, AND BEDROOMS, SHALL HAVE READILY ACCESSIBLE WALL-MOUNTED DIMMING CONTROLS EXCEPT LUMINAIRES CONNECTED TO A CIRCUIT WITH CONTROLLED LIGHTING POWER LESS THAN 20 WATTS OR CONTROLLED BY AN OCCUPANCY/VACANCY SENSOR. [2022 CENC 150.0(K)(2)(F), EXCEPTION 2] 21.OUTDOOR LIGHTING CONNECTED TO A BUILDING MUST BE CONTROLLED WITH A MANUAL ON/OFF SWITCH PLUS AN ASTRONOMICAL TIMECLOCK, OR PHOTOCELL AND EITHER MOTION SENSOR OR AUTOMATIC AND TIME SWITCH. [2022 CENC 150.0(K)(3)(A)] 22.AT LEAST ONE READILY ACCESSIBLE OUTDOOR RECEPTACLE FROM GRADE SHALL BE INSTALLED FOR EACH DWELLING UNIT OF A MULTIFAMILY DWELLING, AND EVERY BALCONIES/DECKS WITH WEATHER PROOF COVER OF EXTERIOR OUTLETS. [2022 CEC 210.52 (E), 406.9(B)(2)] 23.NEW OR REPLACEMENT GARAGES SHALL HAVE BATTERY BACK-UP INSTALLED FOR ANY GARAGE DOOR OPENERS. [SB969]. UNIT#1 GARAGE 1-2 FC 1-1 FC 1 HP 1 HP 1 HP 1 HP 1 HP 1 HP 1 HP 1 HP 1 HP HP-6F R1-14/16 3#10, #10GND- 3/4"C F25AF/30AS /2P/WP R3-14/16 25AF/30AS /2P/WP (UNIT 1) 3#10, #10GND- 3/4"C F25AF/30AS /2P/WP R4-14/16 3#10, #10GND- 3/4"C F25AF/30AS /2P/WP R5-14/16 3#10, #10GND- 3/4"C F25AF/30AS /2P/WP R6-14/16 3#10, #10GND- 3/4"C F25AF/30AS /2P/WP R7-14/16 3#10, #10GND- 3/4"C F25AF/30AS /2P/WP R8-14/16 3#10, #10GND- 3/4"C F25AF/30AS /2P/WP R9-14/16 3#10, #10GND- 3/4"C F25AF/30AS /2P/WP R10-14/16 (UNIT 2)(UNIT 5)(UNIT 7)(UNIT 9)(UNIT 4)(UNIT 6)(UNIT 8)(UNIT 10) WP (TYP.) WP (TYP.) 6 5 (TYP.) 6 5 (TYP.) 44(E)1 RE V I S I O N SHEET TITLE: DATE: SCALE: 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 03/05/2023 PLOT DATE: 9/19/2025 3:57:39 PM CD I Ci r c a D o m i n i I n t e r n a t i o n a l , I n c . En g i n e e r i n g - C o n s u l t i n g 98 9 0 R e s e a r c h D r . S u i t e 1 0 0 , I r v i n e , C A 9 2 6 1 8 Ph o n e ( 9 4 9 ) 5 3 3 - 4 1 1 7 | d k a n g @ c d i e n g . c o m 82 9 N G A R F I E L D S T SA N T A A N A , C A 9 2 7 0 1 DRAWN: CHECKED: PL A N C H E C K R E V . 0 4 / 2 7 / 2 0 2 3 PL A N C H E C K R E V . 0 9 / 2 8 / 2 0 2 3 IN S P E C T I O N R E V . 0 6 / 1 9 / 2 0 2 4 BU L L E T I N 1 S U B . 1 0 9 / 1 9 / 2 0 2 5 E100 1/4" = 1'-0" ELECTRICAL PLAN - GROUND FLOOR J.L.L.N. LIVING KITCHEN DINING BEDROOMBATH CLO. R. LIVING KITCHEN DINING BEDROOM BATH HALL CLO. ELEC.PANEL R. LI V I N G / D I N I N G / KI T C H E N R . DROOM LI V I N G / D I N I N G / KI T C H E N BE D R O O M BA T H LA U . CL O . R . UP UP LIVING KITCHEN DINING BEDROOM BATH CLO. R. LI V I N G / D I N I N G / KI T C H E N BE D R O O M BA T H LA U . CL O . R . GENERAL NOTES: 1.IF DRAWINGS ARE INCORRECT FROM THE ACTUAL SITE CONDITION, CONTRACTOR SHALL NOTIFY ENGINEER(S) AND PROVIDE INFORMATION REFLECTING ACTUAL CONDITIONS. 2.EXHAUST SHALL TERMINATE NOT LESS THAN 3 FEET FROM A PROPERTY LINE, 10 FEET FROM A FORCED AIR INLET, AND 3 FEET FROM OPENINGS INTO THE BUILDING. KEYED PLAN NOTES: 1.7'' EXHAUST VENT TO SIDE. 2.4'' DRYER VENT TO SIDE. 3.4'' EXHAUST VENT TO SIDE. 4.LOUVER DOOR FOR DRYER MAKEUP AIR. MIN. OPENING 100 SQUARE INCHES. 5.3' CLEARANCE FROM OPENING. 6.7" EXHAUST UP TO ROOF. 7.4" EXHAUST UP TO ROOF. 8.4" DRYER UP TO ROOF. # MECHANICAL PLAN - GROUND FLOOR 1 EF 1 EF 1 EF 1 EF 3 1 3 1 4"Ø 4"Ø 7"Ø 7"Ø 1 KEF 1 KEF 1 KEF 1 KEF 8 1 7"Ø 4"Ø 2 4"Ø 4 4 4 4"Ø 2 4"Ø 1 EF 4"Ø 1 KEF 1 7"Ø 1-1 FC 1-2 FC 1-1 FC 1-2 FC 2-2 FC 2-1 FC 1-2 FC 1-1 FC 1-1 FC 1-2 FC FSD 5 5 FSD FSD FSD 2 HP 5 5 7 6 87UNIT#1 UNIT#2 UNIT#3 UNIT#4 UNIT#5 UTILITY ROOM GARAGES 1-5 GARAGES 6-10 1 HP 1 HP 1 HP 1 HP 1 HP 1 HP 1 HP 1 HP 1 HP 4"Ø 4"Ø 7 4"Ø 7''Ø RE V I S I O N SHEET TITLE: DATE: SCALE: 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 03/05/2023 PLOT DATE: 9/19/2025 8:46:38 AM CD I Ci r c a D o m i n i I n t e r n a t i o n a l , I n c . En g i n e e r i n g - C o n s u l t i n g 98 9 0 R e s e a r c h D r . S u i t e 1 0 0 , I r v i n e , C A 9 2 6 1 8 Ph o n e ( 9 4 9 ) 5 3 3 - 4 1 1 7 | d k a n g @ c d i e n g . c o m 82 9 N G A R F I E L D S T SA N T A A N A , C A 9 2 7 0 1 DRAWN: CHECKED: PL A N C H E C K R E V . 0 4 / 2 7 / 2 0 2 3 PL A N C H E C K R E V . 0 9 / 2 8 / 2 0 2 3 IN S P E C T I O N R E V . 0 6 / 1 9 / 2 0 2 4 BU L L E T I N 1 S U B . 1 0 9 / 1 9 / 2 0 2 5 M100 3/16" = 1'-0" MECHANICAL PLAN - GROUND FLOOR C.B.R.C.