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Home My WebLink About400 S Baldwin Ave - 2026 - Chow Tai FookSHEET INDEX PROJECT SUMMARY ADDRESSES:400 S. BALDWIN AVE., SPACE #A16, ARCADIA, CA 91007 ZONING:C-R EXISTING OCCUPANCY:M: MERCANTILE - RETAIL II-B, FULLY-SPRINKLEREDTYPE OF CONSTRUCTION: EXISTING T.I. AREA TO BE REMODELED:1,274 S.F. PROJECT CONTACT PROJECT DESCRIPTION EXISTING NO. OF STORY:TWO-STORY APPLICABLE CODES VICINITY MAP SITE GENERAL NOTES ALL WORK, INCLUDING MATERIALS AND WORKMANSHIP, SHALL CONFORM TO THE REQUIREMENTS OF LOCAL CODES, LAWS, AND ORDINANCES AND AS SPECIFIED BY ALL GOVERNING AUTHORITIES WHERE APPLICABLE. REFERENCE IS TO THE LATEST ACCEPTED EDITION OR REVISION. IN THE EVENT OF CONFLICT WITH CODE REQUIREMENTS, THAT CODE REQUIREMENT OR NOTE WHICH ESTABLISHES THE HIGHER STANDARD SHALL TAKE PRECEDENCE. 1. 2.THE INTENTION OF THE CONTRACT DOCUMENTS IS TO INCLUDE ALL LABOR AND MATERIALS, EQUIPMENTS, AND TRANSPORTATION NECESSARY FOR THE COMPLETE AND PROPER EXECUTION OF THE WORK. THE CONTRACTOR SHALL VISIT THE JOB SITE PRIOR TO BIDDING ANY PORTION OF THE WORK. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS PRIOR TO BEGINNING WORK. SHOULD ANY CONDITION ARISE WHERE THE INTENT OF THE DRAWINGS IS IN DOUBT OR WHERE THERE IS A DISCREPANCY OR TYPO BETWEEN THE CONTRACT DOCUMENTS AND THE FIELD CONDITIONS, OR WITHIN THE CONTRACT DOCUMENTS, THE CONTRACTOR SHALL NOTIFY THE ARCHITECT OR DESIGNER IMMEDIATELY FOR CLARIFICATION. 3. 4.DIMENSIONS ARE FROM FACE OF STUDS OR TO CENTER OF WALL AS INDICATED ON DRAWINGS, UNLESS NOTED OTHERWISE. WRITTEN DIMENSIONS TAKE PRECEDENCE. DO NOT SCALE DRAWINGS. WALLS NOTE DIMENSIONED ARE TO ALIGN WITH EXISTING WALLS OR BE ABUTTED OR APPLIED TO EXISTING WALLS PER DRAWINGS. DOORS NOT DIMENSIONED AND SHOWN JAMB TIGHT SHALL BE SET 3" FROM PERPENDICULAR WALL TO OUTER EDGE OF DOOR JAMB. 5. 6.REFERENCE TO ANY DETAIL OR DRAWING IS FOR CONVENIENCE ONLY AND DOES NOT LIMIT THE APPLICATION OF SUCH DETAILS OR DRAWINGS. THE DESIGN, ADEQUACY AND SAFETY OF ERECTION BRACING, SHORING, TEMPORARY SUPPORTS, ETC., IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE STABILITY OF THE STRUCTURE AND PROVIDE NECESSARY BRACING PRIOR TO THE APPLICATION OF ALL SHEAR WALLS, ROOF AND FLOOR DIAPHRAGMS, AND FINISH MATERIALS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR INITIATING, MAINTAINING, AND SUPERVISING ALL SAFETY PRECAUTIONS AND PROGRAMS IN CONNECTION WITH THE WORK. 7. 8.THE STRUCTURAL, MECHANICAL, PLUMBING, AND ELECTRICAL DRAWINGS, AS WELL AS THE DRAWINGS OF OTHER CONSULTANTS, ARE SUPPLEMENTARY TO THE ARCHITECTURAL DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO CHECK WITH THE ARCHITECTURAL DRAWINGS BEFORE THE INSTALLATION OF WORK SHOWN ON THE DRAWINGS OF CONSULTANTS. THE CONTRACTOR SHALL BRING ANY DISCREPANCY BETWEEN THE ARCHITECTURAL DRAWINGS AND THE DRAWINGS OF THE CONSULTING ENGINEERS TO THE ATTENTION OF DESIGNER FOR CLARIFICATION. ANY WORK INSTALLED IN CONFLICT WITH THE ARCHITECTURAL DRAWINGS AND NOT BROUGHT TO THE DESIGNER'S ATTENTION SHALL BE CORRECTED BY THE CONTRACTOR AT THE CONTRACTOR'S EXPENSE AND AT NO EXPENSE TO THE OWNER OF DESIGNER, DESIGNER, ENGINEERS AND ALL OTHER CONSULTANTS. PRIOR TO PERFORMANCE OF WORK, THE CONTRACTOR SHALL REQUIRE EACH SUBCONTRACTOR TO NOTIFY THE CONTRACTOR OF ANY WORK CALLED OUT IN THE DRAWINGS FOR HIS TRADE THAT CANNOT BE FULLY GUARANTEED. 9. 10.CONTRACTOR SHALL VERIFY THE LOCATION AND SIZE OF ALL OPENINGS WITH ALL DRAWINGS AND MANUFACTURED ITEMS WHERE APPLICABLE. THE CONTRACTOR SHALL SUPERVISE AND DIRECT THE WORK AND BE SOLELY RESPONSIBLE FOR ALL CONSTRUCTION, MEANS, METHODS, TECHNIQUES, SEQUENCES, AND PROCEDURES, AND FOR COORDINATING ALL PORTIONS OF THE WORK. 11. 12.THE CONTRACTOR HEREIN AGREES TO REPAIR OR REPLACE ANY OR ALL WORK, TOGETHER WITH ANY OTHER ADJACENT WORK WHICH MAY BE DISPLACED IN CONNECTION WITH SUCH REPLACEMENT, THAT MAY PROVE TO BE DEFECTIVE IN WORKMANSHIP OR MATERIALS WITHIN A PERIOD OF ONE YEAR FROM THE DATE OF ACCEPTANCE, ORDINARY WEAR AND UNUSUAL ABUSE OR NEGLECT EXCEPTED. CONTRACTOR SHALL PROTEST ALL EXISTING STRUCTURES, LANDSCAPING, MATERIALS, ETC., DURING CONSTRUCTION. CONTRACTOR SHALL PATCH AND REPAIR ALL SURFACES DISRUPTED OR DAMAGED DURING CONSTRUCTION TO MATCH EXISTING ADJACENT SURFACES. 13. 14.THE CONTRACTOR SHALL ON A DAILY BASIS KEEP THE PREMISES FREE FROM ALL ACCUMULATIONS OF WASTE MATERIAL OR RUBBISH CAUSED BY HIS EMPLOYEES, SUBCONTRACTORS, OR WORK, AND AT THE COMPLETION OF THE WORK SHALL REMOVE ALL RUBBISH, DEBRIS, EQUIPMENT, AND SURPLUS MATERIALS FROM IN AND ABOUT THE BUILDING AN LEAVE THE PREMISES "BROOM CLEAN". ANY DEVIATION FROM THE CONSTRUCTION DOCUMENTS OR SPECIFICATIONS BY THE CONTRACTOR OR OWNER WITHOUT THE DESIGNER'S APPROVAL RELEASES THE DESIGNER OF RESPONSIBILITY AND LIABILITY IN CONNECTION WITH ALL WORK SO INVOLVED. 15. 16.CLARIFICATIONS ON AND/OR INCONSISTENCIES WITH THE DRAWINGS AND SPECIFICATIONS SHALL BE BROUGHT TO THE ATTENTION OF THE DESIGNER BY THE CONTRACTOR PRIOR TO COMMENCEMENT OF WORK. ADDITIONAL CHARGES WILL NOT BE GRANTED BASED ON CLAIMS OF INCOMPLETE, INACCURATE, OR INCONSISTENT DRAWINGS AND SPECIFICATIONS. SYMBOLSABBREVIATIONS 17.EXCESS OR WASTE CONCRETE MAY NOT BE WASHED INTO THE PUBLIC WAY OR ANY OTHER DRAINAGE SYSTEM. PROVISIONS SHALL BE MADE TO RETAIN CONCRETE WASTES ON SITE UNTIL THEY CAN BE DISPOSED OF AS SOLID WASTE. 18.SEDIMENTS AND OTHER MATERIALS MAY NOT BE TRACKED FROM THE SITE BY VEHICLE TRAFFIC. THE CONSTRUCTION ENTRANCE ROADWAYS MUST BE STABILIZED SO AS TO INHIBIT SEDIMENTS FROM BEING DEPOSITED INTO THE PUBLIC WAY. ACCIDENTAL DEPOSITIONS MUST BE SWEPT UP IMMEDIATELY AND MAY NOT BE WASHED DOWN BY RAIN OR OTHER MEANS. 19.STOCKPILES OF EARTH AND OTHER CONSTRUCTION RELATED MATERIALS MUST BE PROTECTED FROM BEING TRANSPORTED FROM THE SITE BY THE FORCES OF WIND OR WATER. 20.TRASH AND CONSTRUCTION RELATED SOLID WASTES MUST BE DEPOSITED INTO A COVERED RECEPTACLE TO PREVENT CONTAMINATION OF RAINWATER AND DISPERSAL BY WIND. 21.FUELS, OILS, SOLVENTS AND OTHER TOXIC MATERIALS MUST BE STORED IN ACCORDANCE WITH THEIR LISTING AND ARE NOT TO CONTAMINATE THE SOIL AND SURFACE WATERS. ALL APPROVED STORAGE CONTAINERS ARE TO BE PROTECTED FROM THE WEATHER. SPILLS MUST BE CLEANED UP IMMEDIATELY AND DISPOSED OF IN A PROPER MANNER. SPILLS MAY NOT BE WASHED INTO THE DRAINAGE SYSTEM. 22.THE ISSUANCE OF A PERMIT SHALL NOT PREVENT THE BUILDING OFFICIAL FROM REQUIRING THE CORRECTION OF ERRORS ON THESE PLANS OR FROM PREVENTING ANY VIOLATION OF THE CODES ADOPTED BY THE CITY, RELEVANT LAWS, ORDINANCES, RULES AND/OR REGULATIONS. 400 S. BALDWIN AVE, SPACE A16 ARCADIA, CA 91007 CHOW TAI FOOK AHJ STAMPED APPROVAL COVER SHEET, PROJECT SUMMARY, GENERAL NOTES, CONTACT, ABBREVIATIONS AND SYMBOLS T-1.0 LANDLORD: THE SHOPS AT SANTA ANITA 400 S. BALDWIN AVE., ARCADIA, CA 91007 TENANT COORDINATOR SHANNON YSAAC TEL: (626) 462-8510 SHANNON@SHOPSATSANTAANITA.COM MEP ENGINEER: HYC CONSULTING ENGINEERS, INC. 660 N. DIAMOND BAR BLVD., #128 DIAMOND BAR, CA 91765 TEL: 909.396-8168 ATTN: ZHIPING FANG, P.E. EMAIL: HYC@HYCENGINEER.COM OCCUPANCY CALCULATION (PER 2025 CBC TABLE 1004.5) ROOM NUMBER ROOM NAME AREA (S.F.)OCCUPANCY USE LOAD FACTOR CALCULATED OCCUPANTS 101 103 102 (E) RESTROOM 60 (E) SALES AREA 1,049 300(E) BOH - STORAGE 18M: MERCANTILE 60 GROSS --- TOTAL:21 --- GROSS 1 --- REMARKS 2025 CALIFORNIA BUILDING CODE - TILE 24, PART 2 2025 CALIFORNIA RESIDENTIAL CODE - TITLE 24, PART 2.5 2025 CALIFORNIA ELECTRICAL CODE - TITLE 24, PART 3 2025 CALIFORNIA MECHANICAL CODE - TITLE 24, PART 4 2025 CALIFORNIA PLUMBING CODE - TITLE 24, PART 5 2025 CALIFORNIA ENERGY CODE - TITLE 24, PART 6 2025 CALIFORNIA GREEN BUILDING STANDARDS CODE - TITLE 24, PART 11 2025 CALIFORNIA FIRE CODE 2026 CITY OF ARCADIA MUNICIPAL CODE 1.REMODEL OF EXISTING RETAIL STORE OF 1,503 S.F. WITH EXISTING CEILING SYSTEM IN SALES AREA TO REMAIN. M: STORAGE, STOCK, SHIPPING AREAS 300 1,503 SEPARATE PERMIT SIGNAGE FIRE SPRINKLER SYSTEM FIRE ALARM SYSTEM COVER SHEET, PROJECT SUMMARY, GENERAL NOTES,T-1.0 SHEET DESCRIPTION CONTACT, ABBREVIATIONS, AND SYMBOLS ARCHITECTURAL A-1.0 A-2.0 T-1.1 ADA DETAILS EXISTING FLOOR PLAN REFLECTED CEILING PLANS T-1.2 GREEN BUILDING CODE T-1.3 GREEN BUILDING CODE T-1.4 GREEN BUILDING CODE ADA DETAILS T-1.5 T-1.6 DOOR AND FINISH SCHEDULEA-4.0 WALL AND CEILING FINISHES INTERIOR WALL AND CEILING FINISH MATERIALS SHALL BE CLASSIFIED IN ACCORDANCE WITH ASTM E84 OR UL 723. SUCH INTERIOR FINISH MATERIALS SHALL BE GROUPED IN THE FOLLOWING CLASSES IN ACCORDANCE WITH THEIR FLAME SPREAD AND SMOKE-DEVELOPED INDIXES. CLASS A B C FLAME SPREAD INDEX SMOKE-DEVELOPED INDEX 0-25 26-75 16-200 0-450 0-450 0-450 NOTE: ALL WORK SHALL CONFORM TO ALL REQUIREMENTS OF STATE OF CALIFORNIA TITLE 24 REGARDLESS OF THE INFORMATION INDICATED ON THESE PLANS. IT IS THE RESPONSIBILITY OF THE INDIVIDUAL SUPERVISING THE CONSTRUCTION TO ENSURE THAT THE WORK IS DONE IN ACCORDANCE WITH CODE REQUIREMENTS PRIOR TO REQUESTING INSPECTION. CONTRACTOR SHALL FIELD VERIFY EXISTING PATH OF TRAVEL & ACCESSIBLE ROUTE FROM ACCESSIBLE PARKING TO EXISTING BUILDING MAIN ENTRANCE FOR FULL COMPLIANCE WITH CURRENT CHAPTER 11B. ACCESSIBLE PATH OF TRAVEL SHALL BE 4'-0" WIDE, MAX. 5% SLOPE AND MAX. 2.09% CROSS SLOPE. THERE SHALL BE NO VERTICAL OFFSET GREATER THAN 1/4" ALONG THE ENTIRE PATH OF TRAVEL FROM THE PUBLIC WAY/ACCESSIBLE PARKING STALL INTO THE BUILDING. TENANT: CHOW TAI FOOK 1065 BREA MALL SPACE 2008 BREA, CA 92821 TEL: (626) 633-6094 ATTN: GLEN SUN EMAIL: GLEN@GEMHOORAY.COM PROPOSED OCCUPANCY:M: MERCANTILE - RETAIL APN:5775-031-008 NO. OF EXIT REQUIRED:ONE EXIT NO. OF EXIT PROVIDED:ONE EXIT TENANT IMPROVEMENT scale: cad file: TENANT IMPROVEMENT page description: job number: seal/signature: sheet no.: revision date & description:no. project: 400 S. BALDWIN AVE., SPACE #A16 CHOW TAI FOOK ARCADIA, CA 91007 JEWELRY STORE COPYRIGHT C 2026 BY RUBY CONSULTING PARTNERS, LLC ALL RIGHTS RESERVED. ruby consulting partners, llc 710 S. MYRTLE AVE., #117 MONROVIA, CA 91016 TEL: 626.320.2815 alison.fung@aol.com 5/8/2026 LANDLORD1 6/15/2026 BUILDING DEPT.2 6/24/2026 BUILDING DEPT.3 2. REMODELING OF EXISTING EXTERIOR STOREFRONT. 3. NEW A/C DIFFUSERS THROUGHOUT THE SPACE. A/C UNIT TO REMAIN EXISTING. 4. NEW ELECTRICAL LIGHTING THROUGHOUT THE SPACE AND NEW OUTLETS IN THE RETAIL AREA. LOCATION OF UNIT:FIRST FLOOR LEVEL DESIGNER: RUBY CONSULTING PARTNERS, LLC 710 S. MYRTLE AVE., #117 MONROVIA, CA 91016 TEL: 626.320.2815 ATTN: ALISON FUNG DAN CHEN, P.E. EMAIL: ALISON.FUNG@AOL.COM GREEN BUILDING CODE FRAMING PLAN AND DETAILSS-1 STRUCTURAL NOTES & SLDE-1 ELECTRICAL POWER PLANE-2 LIGHTING PLANE-3 CONTROL SYSTEM & PANEL SCHEDULESE-4 CERTIFICATE OF COMPLIANCEE-5 STRUCTURAL ENGINEER: DANTAN CORPORATION 21121 E. SNOW CREED DRIVE., WALNUT, CA 91789 TEL: 626.329-1141 ATTN: DAN CHEN, P.E. EMAIL:DANTANCORP@HOTMAIL.COM NOTESM-1 MECHANICAL HVAC FLOOR PLANM-2 A-3.0 PROPOSED FACADE ELEVATION LEASING PLAN T-1.7 104 (N) VIP ROOM 94 2M: MERCANTILE 60 GROSS --- A-1.1 PROPOSED FLOOR PLAN EMERGENCY PHOTOMETRIC PLANE-6 CEILING DETAILSA-4.1 T-1.1 SITE PLAN SCALE: NTS FIRST FLOOR PLAN (FOR REFERENCE ONLY) T-1.1 1 NORTH scale: cad file: TENANT IMPROVEMENT page description: job number: seal/signature: sheet no.: revision date & description:no. project: 400 S. BALDWIN AVE., SPACE #A16 CHOW TAI FOOK ARCADIA, CA 91007 JEWELRY STORE COPYRIGHT C 2026 BY RUBY CONSULTING PARTNERS, LLC ALL RIGHTS RESERVED. ruby consulting partners, llc 710 S. MYRTLE AVE., #117 MONROVIA, CA 91016 TEL: 626.320.2815 alison.fung@aol.com 5/8/2026 LANDLORD1 6/15/2026 BUILDING DEPT.2 6/24/2026 BUILDING DEPT.3 SCALE: NTS TSD/LOD T-1.1 2 NORTH 12" TYP. ALL SIDES 6" HIGH RAISED WHEELCHAIR LOGO 5/8" RAISED LETTERS GRADE #2 BRAILLE NOTE: ARCHITECT TO SECIFY SIGN DESIGN AND SIZE. IN ADDITION TO THE 12" SYMBOLS @ 60" ON RESTROOM DOORS PROVIDE: SIGN MOUNTED @+60" ON WALL AT LATCH SIDE OF DOOR. 12" DIA12" DIA RESTROOM SIGNAGE 3105 A (b) 1D 3105 A (e) 1-7 MATERIAL: ACRYLIC LAMINATE FINISH: NON GLARE COLOR FORMAT: PER LOMALINDA UNIVERSITY MEDICAL CNETER GRAPHIC STANDARDS INSTALLING: PLAQUES TO BE INSTALLED W/ DOUBLE BACK FOAM TAPE. MEN'S FACILITY DOOR SHALL HAVE AN EQUILATERAL TRIANGLE 1/4" THICK, 12" SIDES, AND A VERTEX POINTING UPWARD. WOMEN'S FACILITY DOOR SHALL HAVE A 12" DIAMETER CIRCLE, 1/4" THICK. A UNISEX FACILITY DOOR SHALL HAVE A 12" DIAMETER CIRCLE, 1/4" THICK, AND A 1/4" THICK TRIANGLE INSCRIBED AND SUPERIMPOSED ON THE CIRCLE. WOMEN'S ALL-GENDER MEN'S UNISEX XXXXXX RESTROOM STAFF 7"6" UNISEXXXXXXX 1/4" ACRYLIC LAMINATE 1'-0" 1' - 0 " 4" UNISEXXXXXXX 5' - 0 " SCALE: 11TYPICAL RESTROOM SIGN T-1.2N.T.S. TRANSITION BETWEEN FLOOR FINISHESA 1 THRESHOLD 2 1/ 4 " MA X . LEVEL CHANGES 70 ° 116° 16 ° NOTES: DOOR CLOSERS, IF PRESENT, MUST BE SET SO THAT IT TAKES DOOR AT LEAST 3 SECONDS TO CLOSE FROM AN OPEN POSITION OF 70 DEGREES TO WITHIN 3" OF THE LATCH DOOR CLOSERS COMPRESSED CARPET 1/4" MAX. BELOW THRESHOLD FIN. FLOOR LEVEL THRESHOLD 1/2" MAX. 1/4" MAX.B C NOTES: 1. 1/2" MAXIMUM TOTAL HEIGHT WITH 1/4" MAXIMUM VERTICAL CHANGE AT EDGE. 2. 1 : 2 SLOPED BEVEL REQUIRED IF LEVEL CHANGE IS OVER 1/4" VERITCAL LEVEL CHANGE. 3. 1/4" MAXIMUM VERTICAL LEVEL CHANGE. 1/2" MAX. PILE HEIGHT SCALE: 16LEVEL CHANGE T-1.2N.T.S. SCALE: 13ACCESSIBILITY DOOR T-1.2N.T.S. 30" M I N . C L E A R 19" M I N . 34 " M A X . 27 " M I N . CLR. 27 " MI N . 19" MIN.DEPTH ADA DINING TABLE (SIDE VIEW) 30 " x 4 8 " CL E A R FL O O R SP A C E ADA DINING TABLE (PLAN VIEW) 19" MIN.DEPTH SCALE: 18KNEE AND TOE CLEARANCE @ TABLE T-1.2N.T.S. 0'-4" SIGN TYPE 4 MAY BE OBTAINED FROM TENANT'S SIGN VENDOR OR ONE OF THE FOLLOWING: SOUTHWEST SIGN COMPANY (951) 734-6275 OR KUTTING EDGE DESIGN (714) 721-8795 RIGHT WINDOW VINYL DETAILS - SIGN TYPES 1, 2, 4 SCALE: 3"=1'-0" 3M SCOTCHCAL 7725-2 MATTE WHITE VINYL GRAPHICS APPLIED TO EXTERIOR OF WINDOW GLASS PER ELEVATION LAYOUT. SIGN TYPE 10 DETAIL SCALE: 1"= 1" 1/16" CLEAR PHOTOPOLYMER PANEL WITH RAISED 1/32" TACTILE COPY AND GRADE 2 BRAILLE. COPY PAINTED BLACK ON FACE. PANEL AND BRAILLE TO REMAIN CLEAR. AFFIXED WITH CLEAR MACTAC ADHESIVE FILM TO ENTIRE BACK OF PLAQUE TO DUSTED CRYSTAL 7725SE-314 VINYL IN MATCHING SIZE ON INTERIOR OF WINDOW GLASS. PLACE ON RIGHT STOREFRONT WINDOW 0'-3" 3/8" 3/8" 3/8" 0'-2" 0'-0 5/8" SCALE: 20 ADA EXIT DECAL T-1.2N.T.S. PAPER TOWEL DISPENSER SANITARY NAPKIN/ TAMPON VENDOR TOILET PAPER DISPENSER, SEAT COVER DISPENSER EQEQ COAT HOOK ON DOOR 4' - 0 " 1' - 0 " MEDICAL GAS ALARM PANEL 7' - 0 " F.F.L. F.F.L. 4' - 0 " A . F . F . TIME/ ATTENDANCE SHARP CONTAINER DRY ERASE BD./ TACKBOARD NURSE CALL LIGHT SWITCH FIRE STROBE FIRE EXTINGUISHER CABINET TOILET SEAT COVER DISPENSER PAPER TOWEL DISPENSER MIRRORMIRRORSOAP DISPENSER CLOCK 5' - 0 " 3'- 6 " A. F . F . 3' - 9 " A . F . F . 36x48 BOARD 3' - 4 " A. F . F . CARD READER/ AUTO DOOR PUSH PLATE 4' - 6 " A . F . F . 1'-0" 3' - 4 " 2' - 5 " CL E A R 1'-6" U.N.O. 2'- 2 3 / 4 " SINK, MIRROR W/ SOAP DISPENSER 44 " 17 " D.P. URINAL RECESSED PAPER TOWEL DISPENSER AND WASTE RECEPTACLE DIAPER CHANGE STATION FINISH FACE OF WALL SEMI-RECESSED UNIT FINISH FACE OF WALL SURFACED- MOUNTED UNIT 32" 20 " 33 " 7' - 0 " A. F . F . NOTES: 1. GRAB BARS TO BE 1 1/4" TO 2" DIAMETER WITH 1 1/2" CLEARANCE TO FINISH WALL SURFACE. 2. GRAB BARS SHALL HAVE BACKING AND BE DESIGNED TO SUPPORT A 250 POUND POINT LOAD. 3. FLUSH CONTROLS SHALL BE ACCESSIBLE FROM THE WIDE SIDE OF THE TOILET. 44" MAX. HEIGHT. SIDE ELEVATION FRONT ELEVATION TOILET PAPER DISPENSER 3'-6" MIN.12" MAX. 19 " MI N . 33 " 17 " M I N . 19 " M A X . 17"-18" 36" MIN.6" MAX. 33 " 24" MIN. 1 12" MI N . 3'-0"MAX. CLEAR FLOOR SPACE PROVIDE LEVER HANDLE FAUCET NOT REQUIRING A GRASP TO OPERATE. OPERATING FORCE SHALL NOT EXCEED 5 POUNDS. 74 " M I N . MIRROR NOTE: PROVIDE INSULATION OR OTHER PROTECTION AT HOT WATER SUPPLY AND DRAIN PIPES. 6" MAX. TOE CLEARENCE8" MIN. KNEEE CLEARENCE 17" MIN. DEPTH SECTION 9" MI N . 27 " M I N . 27 " M I N . 18 " MI N . 17" MIN. 30 " M I N . 8" MAX. 48" MIN. PLAN 34 " M A X . 40 " M A X . NOTES: WHERE A SINGLE COUNTER CONTAINS MORE THEN ONE TRANSACTION STATION, SUCH AS (BUT NOT LIMITED TO) A BANK COUNTER WITH MULTIPLE TELLER WINDOWS OR RETAIL SALES COUNTER WITH MULTIPLE CASH REGISTER STATIONS, AT LEAST 5 PERCENT (5%) BUT NEVER LESS THEN ONE, OF EACH TYPE OF STATION SHALL BE LOCATED AT A SECTION OF COUNTER THAT IS AT LEAST 36 INCHES LONG AND NO MORE THAN 28"-34" HIGH. 34 " M A X . 36" MIN. 46 " M A X . 54 " M A X . W I T H N O OB S T R U C T I O N T O RE A C H O V E R 24" MAX. 34 " M A X . 36"MIN. CLEAR PASSAGE (42" PREFERRED) 34 " M A X . TRAY SLIDE MULTIPLE TRANSACTION STATIONS 7' - 0 " A. F . F . F.F.L. F.F.L. TOILET SEAT COVER DISPENSER 48 " M A X . GRAB BAR W/ BACKING, PER GRAB BAR W/ BACKING, PER 14 A-4.012 - SCALE: 15ACCESSIBLE REACH REQUIREMENTS T-1.2N.T.S. SCALE: 4TYP. MOUNTING HEIGHT / CLEARANCES T-1.2N.T.S. SCALE: 5ACCESSIBLE LAVATORY T-1.2N.T.S.SCALE: 1ACCESSIBLE WATER CLOSET T-1.2N.T.S. 7"-9" 12"MIN. 24" MIN. 13 1 / 2 " M I N . URINAL PROJECTION SIGN TO BE PLACED AT ALL ENTRANCES AND UNDER THE ROOM IDENTIFICATION SIGN OR RESTROOM IDENTIFICATION SIGN WHEN ROOM IS ACCESSIBLE. EXTERIOR PLASTIC SIGN PANEL CORNER RADIUS 3/8" COLOR MATCH ROOM IDENTIFICATION SIGNS PICTOGRAM WHITE INTERNATIONAL SYMBOL OF ACCESSIBILITY 6" 6" GRAB BAR BRACKET TYPE A3 6" DEEP LEG TRACK 1 1/2" OUTSIDE DIAMETER STAINLESS STEEL GRAB BAR (3) 1/4" - 20 X 1 1/2" FLAT HEAD STAINLESS STEEL SMS INTO BACKING PLATE NOTE: PREDRILL HOLES THRU CERAMIC TILE METAL SPACERS CERAMIC TILE THIN-SET ON WATER RESISTANT GYPSUM BOARD,SEE SCHEDULE FOR TYPES WALL MEMBRANE (SHOWN DASHED) METAL STUD SECTION PLAN 3 #12 MACHINE SCREWS GRAB BAR BRACKET 1 1/2" 3" 33 " A B O V E FI N I S H E D F L O O R SCALE: 14ACCESSIBILITY SIGN T-1.2N.T.S. SCALE: 9GRAB BAR ANCHORAGE T-1.2N.T.S. T-1.2 SEE PLAN scale: cad file: TENANT IMPROVEMENT page description: job number: seal/signature: sheet no.: revision date & description:no. project: 400 S. BALDWIN AVE., SPACE #A16 CHOW TAI FOOK ARCADIA, CA 91007 JEWELRY STORE COPYRIGHT C 2026 BY RUBY CONSULTING PARTNERS, LLC ALL RIGHTS RESERVED. ruby consulting partners, llc 710 S. MYRTLE AVE., #117 MONROVIA, CA 91016 TEL: 626.320.2815 alison.fung@aol.com 5/8/2026 LANDLORD1 6/15/2026 BUILDING DEPT.2 6/24/2026 BUILDING DEPT.3 ADA DETAILS 1'-0" 1/2" TYP. 1/ 2 " T Y P . 1' - 6 " 4 - SCALE: ACCESSIBLE ROUTE OF TAVEL SIGN N.T.S NOTES: 1.SIGN MOUNTED ON BOTH SIDES OF POST. 2.ARROW SHALL POINT IN THE DIRECTION OF THE PATH OF TRAVEL. BLACK STRIPE ON WHITE BACKGROUND FOR INFORMATION NOT NOTED, SEE 2"3 1/2"2" 2" 5 1 / 2 " 10"@ EA. END, TYP. 8'-0" FOR DOUBLE 4'-0" FOR SINGLE (2) #3 REBARS DISABLED PARKING ONLY 1'-0" 2 1/2" 2 1 / 2 " 2' - 2 " 3" 6" 3M "INTENSE BLUE" 7725-47 VINYL COPY/GRAPHICS 1/8" THICK ALUMINUM FACE & RETURN WELDED TO SIGN POLE FREE OF SEAMS, JOINTS, AND WELDS PAINTED MATTHEWS "BRUSHED ALUMINUM" CONTRACTOR TO PROVIDE CONCRETE FOUNDATION SUPPORT FOR POLE 2-1/2" DIA. ALUMINUM ROUND TUBE WITH WELDED CAP PAINTED MATTHEWS "BRUSHED ALUMINUM" SIGN PANEL RETURN WELDED TO POLE, FREE OF SEAMS, WELDS, OR JOINTS FRONT VIEW POLE MOUNT SIDE VIEW POLE MOUNT 6' - 8 " MI N . VAN ACCESSIBLE SIGN WHERE OCCURS 1 1 / 2 "DISABLED PARKING ONLY 6" 2'-8" 1'-0"1'-6" 8" SIGN FACE BLOCKING 1/ 2 " 1 3/4" FLOOR WALL WALL SCALE: ACCESSIBLE SIGN MOUNT N.T.S POLE MOUNTAWALL MOUNTB FLAG MOUNTC SCALE: CONCRETE WHEEL STOP N.T.S ELEVATIONB CONCRETE PAVING, SEE CIVIL DWGS. AND SITE PLAN EPOXY BOND #5 REBAR- 18"L SWAGE TOP, TYP. EPOXY BOND ELEVATIONA A - NOTE: 1. SIGN TO BE INSTALLED PARALLEL TO CURB, AS SINGLE-SIDED SIGN. H.C. SYMBOL AND SIGN SHALL COMPLY 2. WITH CURRENT STATE OF CALIFORNIA TITLE 24 REQUIREMENTS. 3. ALL NEW ADA PARKING SIGNAGE TO CONFORM TO EXISTING SITE SIGN PROGRAM FOR DESIGN, COLOR AND STYLE. SEE FINAL DETAILS BY SIGN VENDOR. 15 11 SCALE: FEDERAL STANDARD SYMBOL N.T.S 3' - 0 " 3'-0" 3" TYP. ALIGN W/ FRONT STALL WHITE HIGHWAY PAINT 2 COATS, 3" WIDE, TYP. HANDICAPPED BLUE COLOR, BACKGROUND #15090 FED. STD. 595a OR EQUAL NOTES: 1.ALL STROKES TO BE MIN. 3" WIDE. FIELD: ROYAL BLUE. BORDER / SYMBOL: WHITE. 2.PROVIDE TWO (2) COATS OF REFLECTIVE PAINT. LET DRY BETWEEN COATS. 3.LOCATE SYMBOL IN FRONT OF PARKING STALL, VISIBLE TO TRAFFIC OFFICER AND CENTERED AS SHOWN ON SITE PLAN. 4.HANDICAP SYMBOL TO COMPLY W/ CURRENT STATE, LOCAL PUBLIC AGENCY, ETC., REQUIREMENTS, U.N.O. 9 42 " 48" MIN. CLR. E DETAIL 48" MIN. CLR. 36" MIN. CLR.36" MIN. CLR. 27" 34 " 34 " 27 " 48" MIN. 48" MIN. 48" MIN. 48" MIN. 60" TYP. 48 " MI N . 3/4" 1/ 4 " 1/4" 48 " MI N . 48" MIN. 2.35" 2. 3 5 " 1.67"APPROX. SCALE: RAMP DETAIL & NOTES N.T.S.SCALE: TYPICAL STAIR & HANDRAIL DETAILS N.T.S. NOTE: ALL RAMPS MUST MEET HANDRAIL AND CURB REQUIREMENTS. VARIES (30' MAX.) VARIES (30' MAX.) 60" MIN. 60" MIN. 72" MIN. WHEN DOOR SWINGS ONTO LANDING 42" MIN. PLUS DOOR WIDTH 60" MIN.GUARD RAIL AND CURB 30" MAX. RISE (TYP.) HANDRAIL AT RAMPS HORIZONTAL RAILING REQUIRED WHERE INTERMEDIATE RAILS WITH A MAXIMUM OF 4" CLEAR SPACE BETWEEN INTERMED. RAILS ARE NOT REQUIRED, TYPICAL. ADJACENT HAZARD 4" MINIMUM TO 30" MAXIMUM 6" HIGH WARNING CURBS WHEN A 4" (OR MORE) DROP OCCURS 30 " WHEN DOOR SWINGS ONTO LANDING 42" MIN. PLUS DOOR WIDTH 60" MIN. 60" MIN. VARIES (30' MAX.) 72" MIN. 72" MIN. 30" MAX. RISE (TYP.) AS REQUIRED NOTE: GROOVED BORDER MUST BE ON THE LEVEL SURFACE AT THE TOP OF THE RAMP. 1 1/2"1 1/2" 1 1/4" TO 1 1/2" 1 1/4" TO 1 1/2" 1 1/4" TO 1 1/2"1 1/2" CLR. 1 1/4" TO 1 1/2" (O.D. 1 1/2" 1 1/2" AS REQUIRED STREET (TYP.) CURB (TYP.) POLE SIDEWALK SIDEWALK NOTE: 12"x12"x2" THK. BLACK TAC-TILE PRECAST CONCRETE TILE, MFD. BY INTERLOCK SAN DIEGO. TEL: (760) 434-5586 OR EQUAL. NOTE: SHADED AREAS OF RAMP MUST HAVE DETECT- ABLE WARNING SURFACE 24" MIN. OF STRAIGHT CURB SEE TYPICAL ACCESSIBILITY NOTES SHEET FOR MORE INFO. NOTE: SURFACE WILL REQUIRE 36" SECTION OF TRUNCATED DOMES IF FLAT TRAVEL SURFACE ADJOINS VEHICULAR TRAFFIC WAY. SEE DETAIL "G" PAINT CURB SAFETY YELLOW (2 COATS), TYP. LINE OF FRONT OF REQ'D PARKING SPACE. 1:12 SLOPE MAX. TYP.LINE OF OBSTRUCTION OR EDGE OF WALK AREA AS OCCURS, TYP. 12" TYP. INTERMEDIATE TURNING POSITION 60" MIN. LANDING VARIES (30' MAX.) VARIES (30' MAX.) 72" MIN. 60" MIN. 60" MIN.WHEN DOOR SWINGS ONTO LANDING 42" MIN. PLUS DOOR WIDTH 60" MIN. 72" MIN. AS REQ'D. 30" MAX. RISE (TYP.) WALK AREATYP. 10 TYP.1 PLTR.PLTR. 1:10 MAX. SLOPE (TYPICAL) CROSS SLOPE OF LANDING AREAS SHALL NOT EXCEED 2% IN ANY DIRECTION LINE OF OBSTRUCTION OR EDGE OF WALK AREA, AS OCCURS, TYP. INTERMEDIATE PLATFORM TYP. 101 TY P . 12 1 TYP. 121 DN.DN.DN . 2% DN .DN . G - HANDRAILS & GRAB BARC RAMP WITH TURNING PLATFORMC CURB RAMP DETAILH TRUNCATED DOMESGGROOVED WARNING BORDERF RAMP WITH INTERMEDIATED SWITCH-BACK PLATFORMB RAMP SECTIONDSTRAIGHT RAMP RUNA 212 T-1.3 SEE PLAN ADA DETAILS scale: cad file: TENANT IMPROVEMENT page description: job number: seal/signature: sheet no.: revision date & description:no. project: 400 S. BALDWIN AVE., SPACE #A16 CHOW TAI FOOK ARCADIA, CA 91007 JEWELRY STORE COPYRIGHT C 2026 BY RUBY CONSULTING PARTNERS, LLC ALL RIGHTS RESERVED. ruby consulting partners, llc 710 S. MYRTLE AVE., #117 MONROVIA, CA 91016 TEL: 626.320.2815 alison.fung@aol.com 5/8/2026 LANDLORD1 6/15/2026 BUILDING DEPT.2 6/24/2026 BUILDING DEPT.3 T-1.4 GREEN BUILDING CHECKLIST scale: cad file: TENANT IMPROVEMENT page description: job number: seal/signature: sheet no.: revision date & description:no. project: 400 S. BALDWIN AVE., SPACE #A16 CHOW TAI FOOK ARCADIA, CA 91007 JEWELRY STORE COPYRIGHT C 2026 BY RUBY CONSULTING PARTNERS, LLC ALL RIGHTS RESERVED. ruby consulting partners, llc 710 S. MYRTLE AVE., #117 MONROVIA, CA 91016 TEL: 626.320.2815 alison.fung@aol.com 5/8/2026 LANDLORD1 6/15/2026 BUILDING DEPT.2 6/24/2026 BUILDING DEPT.3 T-1.5 GREEN BUILDING CHECKLIST scale: cad file: TENANT IMPROVEMENT page description: job number: seal/signature: sheet no.: revision date & description:no. project: 400 S. BALDWIN AVE., SPACE #A16 CHOW TAI FOOK ARCADIA, CA 91007 JEWELRY STORE COPYRIGHT C 2026 BY RUBY CONSULTING PARTNERS, LLC ALL RIGHTS RESERVED. ruby consulting partners, llc 710 S. MYRTLE AVE., #117 MONROVIA, CA 91016 TEL: 626.320.2815 alison.fung@aol.com 5/8/2026 LANDLORD1 6/15/2026 BUILDING DEPT.2 6/24/2026 BUILDING DEPT.3 T-1.6 GREEN BUILDING CHECKLIST scale: cad file: TENANT IMPROVEMENT page description: job number: seal/signature: sheet no.: revision date & description:no. project: 400 S. BALDWIN AVE., SPACE #A16 CHOW TAI FOOK ARCADIA, CA 91007 JEWELRY STORE COPYRIGHT C 2026 BY RUBY CONSULTING PARTNERS, LLC ALL RIGHTS RESERVED. ruby consulting partners, llc 710 S. MYRTLE AVE., #117 MONROVIA, CA 91016 TEL: 626.320.2815 alison.fung@aol.com 5/8/2026 LANDLORD1 6/15/2026 BUILDING DEPT.2 6/24/2026 BUILDING DEPT.3 T-1.7 GREEN BUILDING CHECKLIST scale: cad file: TENANT IMPROVEMENT page description: job number: seal/signature: sheet no.: revision date & description:no. project: 400 S. BALDWIN AVE., SPACE #A16 CHOW TAI FOOK ARCADIA, CA 91007 JEWELRY STORE COPYRIGHT C 2026 BY RUBY CONSULTING PARTNERS, LLC ALL RIGHTS RESERVED. ruby consulting partners, llc 710 S. MYRTLE AVE., #117 MONROVIA, CA 91016 TEL: 626.320.2815 alison.fung@aol.com 5/8/2026 LANDLORD1 6/15/2026 BUILDING DEPT.2 6/24/2026 BUILDING DEPT.3 V.I.F .(E) C O L . V.I.F . (E ) C O L . V. I . F . (E ) C O L . A B C D A B C D E E 1 2 3 4 1 2 3 4 (E) SALES AREA 101 1,073 S.F. (E) BOH 102 370 S.F. (E) ALL-GENDER 103 60 S.F. 1 61'-3" 1 1 2 3 4 5 6 6 3 (CONTRACTOR TO FIELD VERIFIED) 30'-2"11'-7"12'-9"7'-6" 5' - 5 " 19 ' - 1 1 " 12 ' - 7 " 25'- 2 " 17 ' - 5 " (C O N T R A C T O R T O F I E L D V E R I F I E D ) 37 ' - 1 0 " (C O N T R A C T O R T O F I E L D V E R I F I E D ) (CO N T R A C T O R T O F I E L D V E R I F I E D ) A-1.0 EXISTING FLOOR PLAN KEYNOTE SCALE: 1/4"=1'-0" EXISTING FLOOR PLAN A-1.0 1 NORTH scale: cad file: TENANT IMPROVEMENT page description: job number: seal/signature: sheet no.: revision date & description:no. project: 400 S. BALDWIN AVE., SPACE #A16 CHOW TAI FOOK ARCADIA, CA 91007 JEWELRY STORE COPYRIGHT C 2026 BY RUBY CONSULTING PARTNERS, LLC ALL RIGHTS RESERVED. ruby consulting partners, llc 710 S. MYRTLE AVE., #117 MONROVIA, CA 91016 TEL: 626.320.2815 alison.fung@aol.com 5/8/2026 LANDLORD1 6/15/2026 BUILDING DEPT.2 6/24/2026 BUILDING DEPT.3 EXISTING FLOOR PLAN EXISTING WALL TO REMAIN WALL LEGEND EXISTING WALL TO BE REMOVED. 1 2 EXISTING COLUMN TO REMAIN. EXISTING ELECTRICAL PANEL TO REMAIN. 3 4 EXISTING STOREFRONT TO BE REPLACED. EXISTING ADA RESTROOM TO REMAIN. 5 EXISTING INTERIOR NON-BEARING PARTITION TO BE REMOVED. 6 EXISTING DOOR TO REMAIN. AHJ STAMP APPROVAL V.I . F . (E ) C O L . V. I . F . (E ) C O L . V.I.F. (E) COL. S 541 LB. SAFE 541 LB. SAFE 1,616 LB. SAFECABINET CO U N T E R T O P (E) BOH 102 300 S.F. (E) ALL-GENDER 103 60 S.F. (E) SALES AREA 101 1,049 S.F. MIN. CLEA R 60" DIA. A B C D A B C D E E 1 2 3 4 1 2 3 4 61'-8" (CONTRACTOR TO FIELD VERIFIED) 30'-2" 25'- 0 " 19 ' - 1 " (C O N T R A C T O R T O F I E L D V E R I F I E D ) 37 ' - 1 0 " (C O N T R A C T O R T O F I E L D V E R I F I E D ) (CO N T R A C T O R T O F I E L D V E R I F I E D ) 11'-4"12'-9"7'-6" MIN. CLEA R 60" DIA. MIN. CLEA R 60" DIA. 60 " X 6 0 " M I N . C L R . 60"X60" MIN. CLR. 60 " X 6 0 " MI N . C L R . 60 " X 6 0 " MI N . C L R . 60 " X 6 0 " MI N . C L R . 48"X48" MIN. CLR. 48 " X 4 8 " MI N . C L R . 48 " X 4 8 " MI N . C L R . 48 " X 3 0 " M I N . C L R . 48 " X 4 8 " M I N . C L R . 48 " X 4 8 " M I N . C L R . 1 2 2 3 4'- 0 " 4' - 6 " 3'-4"3'-0" 3' - 0 " 3'-0" 4' - 5 " 5' - 0 " 3'-3" 2' - 6 " 7'- 0 " 3'-2"5' - 1 " 9'-7" 20'-8" 6' - 2 " 6' - 9 " 7'-4" 11'-11" 11 ' - 1 0 " 2' - 1 " 7' - 3 " 3' - 6 " 2'- 4 " 3'-4"2'-0" 3'-7 " 3'-7 " 2' - 0 " 2'- 0 " 3'-7 " 2'-7 " 3' - 5 " 10'- 7 " 3'-3 " 10'- 7 " 2'-7 " 3'- 4 " 8'-2 " 5" 3'- 6 " 11 " 3' - 2 " 11 " 3' - 2 " 11 " 3' - 2 " 3' - 2 " P O T P O T POTPOTPOT PO T POT POT POT POT POT POT POT POT PO T POT 18 " 12 " MIN . C L R . MI N . C L R . 18" 12" MIN. CLR. MIN. CLR. 18" 12" MIN. CLR. MIN. CLR. 4' - 9 " MAX. PATH OF EGRESS TRAVEL: 67'-6" 10'-6"1'-0"10'-6" 2' - 0 " 2'-9" 1'-6 " 5'-1 1 " 1'-2 " 10 ' - 6 " 1' - 5 " 2' - 1 " 7' - 3 " 1 2 3 4 5 6 7 8 9 1018 11 12 13 13 13 14 (NO WORK) 15 1 1616 17 17 17 16 16 13 1219 20 12 ' - 7 " 19 ' - 1 1 " 5' - 5 " 21 3'-2" 3'- 8 " (N) VIP ROOM 104 94 S.F. MANAGER'S DESK 6 Stainless steel floor edge strip TL-01 1 8"OUTSIDE SHOP WINDOW 31.50″×31.50″×0.394″ A-1.1 1 2 3 4 5 6 NEW STOREFRONT SYSTEM. PROVIDE "MAXIMUM OCCUPANCY 21 PERSONS" SIGN AT THIS LOCATION. POSTED SIGNS SHALL BE OF AN APPROVED LEGIBLE PERMANENT DESIGN AND SHALL BE MAINTAINED BY THE OWNER OR AUTHORIZED AGENT. PROVIDE ACCESSIBLE DECAL PER DETAIL 14/T-1.2 PER SEC. 11B-216.6. SIGNS SHALL INDICATE THE DIRECTION TO ACCESSIBLE FACILITY ENTRANCES AND COMPLY WITH SEC. 11B-703. PROPOSED ACCESSIBLE PATH OF TRAVEL FROM ENTRANCE TO DESIGNATED TABLES AND SANITARY FACILITIES. ACCESSIBLE PATH OF TRAVEL SHALL BE MINIMUM OF 44" WIDE. NEW 28"-32" HIGH ACCESSIBLE COUNTER. SEE DETAIL 15/T-1.2 FOR COUNTER INFO. PROVIDE EXIT SIGN AT EVERY EXIT PER DETAIL 20/T-1.2. EXISTING 200 AMP PANEL TO REMAIN. EXISTING TRANSFORMER TO REMAIN. 7 8 9 10 11 scale: cad file: TENANT IMPROVEMENT page description: job number: seal/signature: sheet no.: revision date & description:no. project: 400 S. BALDWIN AVE., SPACE #A16 CHOW TAI FOOK ARCADIA, CA 91007 JEWELRY STORE COPYRIGHT C 2026 BY RUBY CONSULTING PARTNERS, LLC ALL RIGHTS RESERVED. ruby consulting partners, llc 710 S. MYRTLE AVE., #117 MONROVIA, CA 91016 TEL: 626.320.2815 alison.fung@aol.com 5/8/2026 LANDLORD1 6/15/2026 BUILDING DEPT.2 6/24/2026 BUILDING DEPT.3 FLOOR PLANS EXISTING WALL TO REMAIN WALL LEGEND PROPOSED NON-STRUCTURAL BULL-HEIGHT PARTITION FROM FLOOR TO UNDERSIDE OF CEILING STRUCTURE. SCALE: 1/4"=1'-0" PRPOSED FLOOR PLAN A-1.1 1 PROPOSED FLOOR PLAN KEYNOTE ENTRANCE TRANSITION, SEE DETAIL 2/A-1.1 FOR INFO. NEW SAFE TO BE 1600 POUND, SEE STRUCTURAL DRAWING AND CALCULATIONS FOR INFO. NEW DISPLAY CASE BY OWNER. 12 NEW IN-WALL DISPLAY CASE BY OWNER. 13 NEW DECORATIVE PANELING BY OWNER. 14 15 EXISTING PLUMBING FIXTURES TO REMAIN. LANDLORD'S CONSTRUCTION NOTES TENANT SHALL BE SOLELY RESPONSIBLE FOR THE DESIGN, INSTALLATION, AND USE OF ANY DISPLAY OR STORAGE SYSTEM(S) WITHIN THE PREMISE INCLUDING ALL COMPLIANCE WITH APPLICABLE BUILDING CODES, FIRE CODES AND THE REQUIREMENTS OF ANY INSURANCE RATING BUREAUS. IF ANYTHING DONE, OMITTED TO BE DONE OR SUFFERED TO BE DONE BY TENANT IN, UPON OR ABOUT THE PREMISES IN REGARD TO SUCH DISPLAY OR STORAGE SYSTEM(S) SHALL RESULT IN A FIRE CODE VIOLATION(S) AND THE TENANT FAILS TO TAKE CORRECTIVE ACTION AND/OR PAY THE ASSOCIATED FINE, REGARDLESS OF WHETHER ASSESSED AGAINST TENANT OR LANDLORD, WITHIN THE PRESCRIBED TIME PERIOD, THEN TENANT SHALL BE LIABLE FOR ALL COSTS AND EXPENSES RESULTING FROM SUCH VIOLATION(S) AND LANDLORD SHALL HAVE THE RIGHT TO CORRECT ANY SUCH CONDITION(S) AT TENANT'S EXPENSE. 1. TENANT DISPLAY FIXTURES IN THE RETAIL SPACE AND RACK/SHELVING/STORAGE UNITS IN THE STOCKROOM SHALL BE DESIGNED TO PROVIDE ADEQUATE CLEARANCE FOR THE AUTOMATIC (FIRE) SPRINKLER SYSTEM. NO DISPLAYS OR STORAGE SHOULD EXCEED 12FT AND CEILINGS MUST BE INSTALLED TO PROVIDE A MINIMUM OF 18" OF CLEARANCE BETWEEN THE TOP OF THE STORAGE SYSTEM AND SPRINKLER DEFLECTORS. 2. TENANT DISPLAYS OR STORAGE HIGHER THAN 12'-0" ARE CLASSIFIED AS "HIGH PILED STORAGE", WHICH REQUIRES HIGH HAZARDOUS AUTOMATIC (FIRE) SPRINKLER PROTECTION DESIGNED PER FM GLOBAL LOSS PREVENTION DATA SHEET AND NFPA REQUIREMENTS FOR THE STORAGE OF "GROUP A PLASTIC" COMMODITIES. HIGH PILED STORAGE ALSO REQUIRES A MINIMUM 36" OF CLEARANCE BETWEEN THE TOP OF STORAGE AND SPRINKLER DEFLECTORS. 3. TENANT MOBILE/COMPACT STORAGE SYSTEMS SHALL BE CONSTRUCTED OF WIRE MESH SHELVES. HOWEVER, IF CONSTRUCTED WITH SOLID SHELVES (WOOD OR STEEL), THE UNITS SHALL BE INSTALLED WITH A MINIMUM OF A 3" SPACER TO PROVIDE SPACE BETWEEN UNITS AT MAXIMUM 5'-0" INTERVALS. 4. TENANT'S ARCHITECT AND GENERAL CONTRACTOR SHALL PROVIDE THE FOLLOWING INFORMATION TO THE MALL REQUIRED SPRINKLER CONTRACTOR REGARDING STOCK/STORAGE AREA. 5. TYPE OF STORAGE SYSTEM(S). (INCLUDING DETAILS OF THE STORAGE SYSTEM(S). -- TYPE OF SHELVING. (WIRE MESH / SOLID WOOD / SOLID STEEL, ETC.) -- TYPE OF COMMODITIES. (PLASTICS, AEROSOL'S, CLOTHING, ETC.) -- ELEVATION OF HIGHEST SHELF / CEILING HEIGHT.-- LANDLORD STRONGLY PREFERS USE OF ENERGY STAR PRODUCTS AND/OR EQUIPMENT WHENEVER POSSIBLE DURING TENANT BUILD OUT, WHICH CAN REDUCE ENERGY CONSUMPTION. 6. DISPLAY FIXTURES, RACKS, SHELVING, AND STORAGE UNIT REQUIREMENTS: TENANT, TENANT'S DESIGN TEAM, AND TENANT'S CONTRACTORS SHALL FIELD VERIFY ALL FIELD CONDITIONS PRIOR TO THE START OF ANY CONSTRUCTION. BE ADVISED THAT ALL CHANGES AND MODIFICATION TO THE LANDLORD'S APPROVED DRAWINGS SHALL BE RESUBMITTED TO LANDLORD FOR RE-APPROVAL. ANY CONSTRUCTION COMPLETED WITH OUT LANDLORD APPROVAL SHALL BE CORRECTED AS APPROVED BY LANDLORD AT TENANT'S EXPENSE. 1. FIELD VERIFICATION REQUIREMENTS: TENANT SHALL PROVIDE A FINISH SAMPLE BOARD OR SIMILAR TO THE LANDLORD FOR APPROVAL. 1. FINISH PLAN REQUIREMENTS: ALL FLOORING TRANSITIONS MUST BE SMOOTH AND FLUSH. THE USE OF PLASTIC, VINYL, OR RUBBER TRANSITIONS STRIPS IS STRICTLY PROHIBITED. TENANTS MUST UTILIZE A HARD SURFACE TRANSITION. 2. NO RUBBER OR VINYL BASE IS PERMITTED IN THE SALES ARE OF THE PREMISES. 3. TENANT IS REQUIRED TO INSTALL A WATERPROOF MEMBRANE IN ALL WET AREAS (RESTROOMS, KITCHENS, FOOD SERVICES, ETC...) OF THE SPACE. TENANT SHALL USE A 30 MIL POLYETHYLENE CLEAVAGE MEMBRANE (EQUAL TO NOBLESEAL TS) INSTALLED PER MANUFACTURERS RECOMMENDATIONS AND ANSI A108. MEMBRANE MUST BE EXTENDED UP THE WALL A MINIMUM OF 6" OR EQUAL TO THE HEIGHT OF THE FLOOR BASE. 4. ELEVATED SLABS: TENANT'S GENERAL CONTRACTOR SHALL ADVISE THE OPERATIONS TEAM PRIOR TO ANY SLAB MODIFICATION OR REMOVAL. IF ANY ELEVATED SLAB IS TO BE MODIFIED IN ANYWAY (DRILLED, CORED, OR PENETRATED), TENANT SHALL PROVIDE STAMPED AND CERTIFIED DRAWINGS BY A LICENSED STRUCTURAL ENGINEERED CERTIFIED IN THE LOCAL JURISDICTION. ALL PENETRATIONS SHALL BE CORE BORED ONLY. SAW CUTTING, JACK HAMMERING, AND TRENCHING IS STRICTLY PROHIBITED. ALL PENETRATIONS SHALL BE SLEEVED, SEALED, FIRE STOPPED, AND WATERPROOFED. THE PENETRATION SLEEVE SHALL EXTEND A MINIMUM OF 4" ON EITHER SIDE OF THE SLAB AND BE LABELED WITH THE REQUIRED NFPA RATING. TENANT GC SHALL VERIFY THAT WORK SHALL NOT CONFLICT WITH ANY EXISTING STRUCTURAL, UTILITY, OR OTHER UNDER-SLAB CONDITION. (NONDESTRUCTIVE VERIFICATION MAYBE REQUIRED.) ANY DAMAGE OR DOWNTIME CAUSED BY TENANT'S WORK SHALL BE REPAIRED AND REIMBURSED AT TENANT'S EXPENSE. 1. SLAB REQUIREMENTS: NEW 6'-2" HIGH DISPLAY CASE BY OWNER. AHJ STAMP APPROVAL NORTH 16 EXISTING SHAFT TO REMAIN. 17 EXISTING COLUMN TO REMAIN. 18 NEW 60" HIGH RACK FOR SECURITY SYSTEM. 19 NEW 60" HIGH STORAGE RACK. 20 NEW 34" HIGH KITCHEN COUNTER WITH ACCESSIBLE KITCHEN SINK. 21 LOCATION OF KNOX BOX FOR FIRE DEPARTMENT. SCALE: NTS FLOOR TRANSITION @ ENTRANCE AREA A-1.1 2 2 L0 6 L01 L01 L01 L02 L02 L02 L02 L05 L05 L05 L0 5 L0 5 L0 5 L05 L0 5 L05 L05 L05 L05 L05 L05 L05 L05 L05 L05 L05 L05 L05 L0 5 L0 5 L05 L05 L05 L05 L05 L01 L01 L01 L03 L03 L02 L02 L02 L02 L02 L02 L02 L02 L03 L03 L02 L02 L01 L01 L02 L02 S SL02L02L02 L03 L03 S L02 L02 L02 L02 L02 L02 L02 L02 L02 L02 S A/C A/C A/C A/C A/C L05L05 (E) E X I T (E) BULKHEAD SOFFIT C.H. +9'-10" (E) STOREFRONT SOFFIT C.H. +9'-10" EX I T C.H. +10'-10" (E) T-BAR CEILING C.H. +11'-6"C.H. +10'-0" (N) T-BAR CEILING C.H. +9'-0" (E) DRYWALL CEILING A/C A/C A/C A/ C A/C A/ C L02L02 L02L02L02 L02L02L02 L02L02 L02L02 L02L02 C.H. +11'-6" C.H. +10'-10" C.H. +10'-10" (E) T-BAR CEILING (E) T-BAR CEILING (E) PRE-FAB DUCTWORK C.H. +11'-6" (E) T-BAR CEILING (E) PRE-FAB DUCTWORK A B C D A B C D E E 1 2 3 4 1 2 3 4 30'-2" 37 ' - 1 0 " 11'-4"12'-9"7'-6" 4'-5" 3'- 5 " 1'-5"1'-6" 1' - 0 " 3'- 1 0 " 2'-5"8" 4' - 6 " 8" 25'-8" 1' - 6 " 3" 2'-3"21'-11" 1'-8"1'-8"2'-0"1'-8"1'-8"3'-0"1'-8"1'-8"2'-0"1'-8"1'-8" 3' - 6 " 8" 1' - 7 " 11'-7"3'-11"2'-7"11'-10"9"9'-8" 1'-8" 10 " 3'-0" 1'- 8 " 2'-5"4'-5"4'-5"4'-5"4'-5"4'-5"4'-5"4'-5"4'-10" 1' - 8 " 1'- 8 " 2'- 0 " 1' - 8 " 1'- 8 " 1' - 0 " 8" 8" 2'-4" 2' - 1 0 " 3'- 5 " 3'- 5 " 3'- 5 " 4' - 7 " 5' - 3 " 4' - 1 " 4' - 7 " 1' - 8 " 1' - 1 " 1' - 8 " 2' - 0 " 1' - 8 " 11 " 3'-6" 6'-4"3'-11" 2'- 6 " 4'-7 " 4'-6 " 4'-5 " 1'- 4 " 4'-7 " 9" 4'-8 " 8" 1'-1 1 " 4'-5 " 1'-1 1 " 1' - 1 " 1'- 9 " 4'-10"4'-5" 8'- 1 0 " 2'- 4 " 2'- 3 " 2'-8" 3'-2"11 " 2' - 7 " 1'-8 " 4'-4" 3'-2" 1'-8 " 2'-8 " 1'-8 " 3'- 3 " 1'- 1 1 " 3' - 5 " 2'- 1 0 " 2'-0"4" 3' - 3 " 11 " 10 " 3' - 2 " 4" 10 " 3' - 3 " 11 " 2' - 2 " 1' - 1 1 " 8" 6'-4" 1'-8" 5'- 4 " 4'-5"2'-11" 10" 10 " 10 " 10" 8" 8" 8"8"3' - 0 " 7'-8"6' - 3 " 5'-3 " 8' - 0 " 10'- 0 " 4' - 0 " 1'-7" 2' - 7 " 4'-0"4'-0"4'-0"4'-0" 4' - 0 " 4' - 0 " 4' - 0 " 3' - 0 " SEE PAGE A-4.1 FOR CEILING DETAILS. HEAVY DUTY T-BAR GRID SYSTEM SHALL BE USED. A-2.0 scale: cad file: TENANT IMPROVEMENT page description: job number: seal/signature: sheet no.: revision date & description:no. project: 400 S. BALDWIN AVE., SPACE #A16 CHOW TAI FOOK ARCADIA, CA 91007 JEWELRY STORE COPYRIGHT C 2026 BY RUBY CONSULTING PARTNERS, LLC ALL RIGHTS RESERVED. ruby consulting partners, llc 710 S. MYRTLE AVE., #117 MONROVIA, CA 91016 TEL: 626.320.2815 alison.fung@aol.com 5/8/2026 LANDLORD1 6/15/2026 BUILDING DEPT.2 6/24/2026 BUILDING DEPT.3 EXIT PLAN & SCALE: 1/4"=1'-0" PROPOSED REFLECTED CEILING PLAN A-2.0 1 NORTH LIGHTING FIXTURE SCHEDULELANDLORD'S CONSTRUCTION NOTES IF NOT ALREADY EXISTING, TENANT MUST PROVIDE A SEALED PARTITION ABOVE THE STOREFRONT TO SEPARATE THE COMMON AREA CEILING FROM THE TENANT'S SPACE. (SHALL BE RATED IF REQUIRED BY CODE AND ALL PENETRATION SHALL COMPLY AND BE LABELED WITH THE REQUIRED NFPA RATING.) 1. NOTHING IS PERMITTED TO BE ATTACHED TO, SUSPENDED FROM, OR PENETRATE LANDLORD'S STRUCTURE, FLOOR DECK, OR ROOF DECK. YOU MAY ATTACH, NON-DESTRUCTIVELY, TO OR SUSPEND FROM THE TOP CHORD OF THE JOIST OR THE STRUCTURAL STEEL WHICH EXISTS ABOVE THE TENANT SPACE. WHEN ATTACHING TO LANDLORD'S STRUCTURE, DO NOT DRILL, WELD, SCREW, OR SHOOT INTO STRUCTURE. ALTERNATIVE METHODS OF ATTACHMENT ONLY, NOTHING TO DAMAGE LANDLORD'S BASE BUILDING STRUCTURE. TENANT SHALL PROVIDE SIGNED AND SEALED STRUCTURAL DRAWINGS, BY A STRUCTURAL ENGINEER WITH LEGALLY ACTIVE REGISTRATION AS INDICATED BY ALL JURISDICTIONAL REQUIREMENTS, FOR ALL STRUCTURAL MODIFICATIONS FOR LANDLORD RECORDS. 2. ANY LANDLORD EQUIPMENT, COMPONENT, AND/OR SERVICE FEEDING OTHER TENANT(S) THAT IS EXISTING IN THE SPACE MUST REMAIN VISIBLE AND ACCESSIBLE TO THE LANDLORD. TENANT SHALL INSTALL ACCESS PANELS AS REQUIRED TO MAINTAIN ACCESS. ACCESS PANELS SHALL BE LABEL TO PROPERLY IDENTIFY SYSTEM, COORDINATE WITH MALL OPERATIONS. 3. SIMON REQUIRES ALL TENANTS TO USE LANDLORD'S REQUIRED CONTRACTOR FOR ALL SPRINKLER WORK. REFER TO SPRINKLER COMMENTS FOR FURTHER REQUIREMENTS. 4. REFLECTED CEILING PLAN REQUIREMENTS:MANUFACTURER & MODEL NUMBER REMARKSDESCRIPTIONTYPEFINISHLAMP TBD BLACK FRAME LED 3000K SEE MECHANIAL DWG.LED 3000K 800L RETURN AIR DIFFUSER LED 3000K 369L SUPPLY AIR DIFFUSER REFLECTED CEILING PLANS AHJ STAMP APPROVAL L01 L02 L03 L05 L06 LED 3000K LED 3000K LED 3000K LED 3000K WHITE FRAME WHITE FRAME WHITE FRAME WHITE FRAME 24"X24" ACCESS PANEL "BEST ACCESS DOOR" BA-IVHDF INVISA HATCH™ DRYWALL INLAY WITH FULLY DETACHABLE HATCH WITH MUD IN FLANGE OR EQUAL DRYWALL FINISH TO BE PAINTED TO MATCH ADJACENT COLOR SEE MECHANIAL DWG. SEE MECHANIAL DWG. SEE MECHANIAL DWG. 4" RECESSED LIGHT APERTURE 75 -- BEAM ANGLE 36° AMBIENT LIGHT, 16W 4" RECESSED LIGHT APERTURE 75 -- BEAM ANGLE 36° AMBIENT LIGHT, 16W 4" RECESSED LIGHT APERTURE 75 -- BEAM ANGLE 36° AMBIENT LIGHT, 16W 3" RECESSED DOWNLIGHT APERTURE 75 -- ASYMETRIC LIGHT INDOOR WALL WASHER 12W TBD TBD TBD TBD 3" RECESSED SPOTLIGHT APERTURE 75 -- BEAM ANGLE 15° MERCHANDISE SPOTLIGHT MANUFACTURER & MODEL NUMBER REMARKSDESCRIPTIONTYPEFINISHLAMP TBDEXIT LIGHT EMERGENCY LIGHTING TBD TBD TBD TBD TBD 3 14'-4" A.F.F. B.O. MALL CEILING B.O. EYEBROW 0'-0" A.F.F. MALL FINISH FLOOR MW10 MW10 LIGHT BOX(7000+K) DT-84 MN10 MN10 MN10 9'-10" A.F.F. 1' - 7 " 1' - 4 " 1' - 7 " 4'-10"15'-3"4'-10"1'-10"15'-3"1'-10" 1' - 7 " 1' - 4 " 1' - 7 " 3'- 4 " 3' - 8 " 3' - 0 " 3'-0" 11"6'-8"9"2'-9"10'-9"3'-4"11'-6" 7' - 8 " 6'-8" 4' - 6 " 9' - 1 1 " 14 ' - 7 " 15'-5"3'-7" 9' - 1 1 " 4' - 6 " EXISTING STOREFRONT TO REMAIN EXISTING STOREFRONT TO REMAIN PROPOSED WALL WITH WINDOWS REPLACING EXISTING STOREFRONT (N) ALUMINUM PANEL WITH BAKED ENAMEL COLOR--PANTONE 202C OR EQUAL, GLOSS FINISH. (N) ALUMINUM PANEL WITH BAKED ENAMEL COLOR--PANTONE 202C OR EQUAL, GLOSS FINISH. (N) ALUMINUM PANEL WITH BAKED ENAMEL COLOR--PANTONE 202C OR EQUAL, GLOSS FINISH. (N) SIGNAGE BY OTHERS. (N) DISPLAY CASE BEHIND STOREFRONT (E) STOREFRONT DOOR SYSTEM (E) DOOR HANDLE (N) MUSHROOM GRAY 10% GLOSSY METALLIC PAINT, "DULUX" 40YY25/074. (N) DISPLAY WINDOW. (E) LED LIGHTBOX DISPLAY (E) STOREFRONT SYSTEM (N) MUSHROOM GRAY 10% GLOSSY METALLIC PAINT, "DULUX" 40YY25/074. (N) MUSHROOM GRAY 10% GLOSSY METALLIC PAINT, "DULUX" 40YY25/074. (N) SIGNAGE BY OTHERS. (E) BULKHEAD SOFFIT TO REMAIN (NO STRUCTURAL WORK)(E) BULKHEAD SOFFIT TO REMAIN (NO STRUCTURAL WORK)(E) BULKHEAD SOFFIT TO REMAIN (NO STRUCTURAL WORK) A3.0 THE TENANT SPACES, THE MAIN ENTRANCES AND EXITS, PATH OF TRAVEL, SANITARY FACILITIES, DRINKING FOUNTAINS AND PUBLIC TELEPHONES SERVING THE TENANT SPACE SHALL BE ACCESSIBLE TO PERSONS WITH DISABILITY. COUNTY INSPECTOR SHALL VERIFY AT FIELD FOR COMPLIANCE PRIOR TO FINAL INSPECTION. WHERE KEY-OPERATED LOCKING DEVICES ARE USED, POST A SIGN ON OR ADJACENT TO THE REQUIRED MAIN EXIT DOOR WITH 1-IN. LETTERING STATING: "THIS DOOR TO REMAIN UNLOCKED WHEN BUILDING IS OCCUPIED." NOTE: 1. 2. SCALE: 1/4"=1'-0" EXTERIOR FACADE ELEVATION A-3.0 1 scale: cad file: TENANT IMPROVEMENT page description: job number: seal/signature: sheet no.: revision date & description:no. project: 400 S. BALDWIN AVE., SPACE #A16 CHOW TAI FOOK ARCADIA, CA 91007 JEWELRY STORE COPYRIGHT C 2026 BY RUBY CONSULTING PARTNERS, LLC ALL RIGHTS RESERVED. ruby consulting partners, llc 710 S. MYRTLE AVE., #117 MONROVIA, CA 91016 TEL: 626.320.2815 alison.fung@aol.com 5/8/2026 LANDLORD1 6/15/2026 BUILDING DEPT.2 6/24/2026 BUILDING DEPT.3 AHJ APPROVAL STAMP STOREFRONT ELEVATIONS SUSPENSION CEILING SEE REFLECTED CEILING PLAN 8" MAX 8" MAX HANGER WIRE 4-WAY SEISMIC SEPARATION JOINT CLIP1" MIN GAP IN MAIN TEE TEE FACE SLEEVE, CRIMP ONE SIDE OF SPLICE NOTE: SEISMIC CEILING JOINTS REQUIRED FOR CEILING AREAS GREATER THAN 2500 SF (MAX 4:1 RATIO) MA X T Y P 45 ° . VERTICAL STRUT @ 12'-0" O.C. MAX & 6'-0" MIN FROM PERIMETER WALLS FRO MAIN RUNNERS & 4'-0" FOR CROSS RUNNERS. REFER TO DETAIL ON THIS SHEET. 12 GA VERTICAL HANGER WIRE @ 4'-0" EACH WAY W/ MIN 3 TIGHT TURNS IN 1 1/2" BOTH ENDS OF WIRE (TYP) 12 GA. SPLAY BRACE WIRE IN 4 DIRECTIONS 90 DEG APART @ 12'-0" X 8'-0" O.C. WITH 4 TIGHT TURNS IN 1 1/2" NOTES: 1.2" MAX FROM BRACING WIRES TO CROSS RUNNERS. 2.SUSPENDED CEILING ATTACHMENTS IN ACCORDANCE WITH ICC ESR #1222 MAIN RUNNERS MAIN RUNNERS S E N W 4'- 0 " T Y P SEE N O T E 1 EA W A Y SEE 3/-FOR LIGHT FIXTURE AXONOMETRIC VIEW SEE 4/-FOR COMPRESSION STRUT AT UNATTACHED WALLS: PROVIDE APPROVED SEISMIC CLIPS AT EACH T-BAR PER DETAIL ON THIS SHEET. STANDARD 7/8" PERIMETER MOLDING TO BE PROVIDED. UN A T T A C H E D W A L L UNATTACHED WALL ATTACHED WALL ONLY WHEN EXPRESSLY APPROVED BY THE ARCHITECT AS A DEDUCT ALTERNATE SHALL 2" MOLDING BE PROVIDED IN LIEU OF CLIPS. THIS ALTERNATE REQUIRES SPREADER BARS AS INDICATED IN DASHED LINES AT ATTACHED WALLS: PROVIDE APPROVED SEISMIC CLIPS AT EACH T-BAR PER DETAIL ON THIS SHEET. STANDARD 7/8" PERIMETER MOLDING TO BE PROVIDED. ONLY WHEN EXPRESSLY APPROVED BY THE ARCHITECT AS A DEDUCT ALTERNATE SHALL POP RIVETS BE USED GRID END CLEARANCE AT UNATTACHED WALLS TO MEET MIN. CODE RQTS. REFER TO TABLE ON THIS SHEET. PERIMETER HANGER WIRES AT CROSS AND MAIN RUNNERS, AS REQUIRED BY CODE. REFER TO TABLE ON THIS SHEET. VERTICAL HANGER WIRES (12GA) @ 4' O.C. MAX) SEE 2/-FOR AXONOMETRIC VIEW SEE 6/-FOR SEISMIC JOINT SEE 7/-FOR ATTACHMENT DETAILS 4" X 16 GA. STEEL STUD COMPRESSION STRUT (MAX. LENGTH 5'-0") ATTACH FURRING CHANNEL W/ SADDLE TIE 16 GA. WIRE & 2 TIGHT TURNS TYP. EA RUNNER. MAIN RUNNERS: 1-1/2" COLD ROLLED CHANNEL. @ 48" O.C. MAX. PROVIDE 9GA VERTICAL HANGER WIRES @ 36" MAX & 0-8" MAX FROM PERIMETER WALLS & DISCONTINUITIES, WITH SADDLE TIE WRAPPED WITH 3 TIGHT TURNS. NOTCH STRUT AT MAIN RUNNER. SECURE W/ 1-1/4" DIA MACHINE BOLT 12 GA MIN. BRACE WIRES WHERE REQUIRED. SPLAY IN FOUR DIRECTIONS 90 DEG APART. CONNET TO MAIN RUNNER AT 2" MAX FROM CROSS RUNNER AND TO STRUCTURE ABOVE AT 45 DEG MAX SLOPE. BRACE POINTS TO BE AT 12'-0" INTERVALS, & 4'-0" MAX FROM PERIMETER WALLS. SADDLE TIE TO MAIN RUNNER W/ 4 TIGHT TURNS IN 1 1/2". MAINTAIN CLEARANCE AT ALL CONSTRUCTION 5/8" TYPE 'X' GYP. BD. MAIN RUNNERS: 1-1/2" COLD ROLLED CHANNEL. @ 48" O.C. MAX. PROVIDE 9GA VERTICAL HANGER WIRES @ 36" MAX & 8" MAX FROM PERIMETER WALLS, WITH SADDLE TIE WRAPPED WITH 3 TIGHT TURNSBRACE WIRES/STRUTS: PROVIDE FOR EACH 96 SF OF CEILING AREA. BRACE WIRES MAY BE OMITTED FOR CONTINUOUS LEVEL CEILING WITH POSITIVE ATTACHMENT TO ALL PERIMETER WALLS 96 SF DRYWALL FURRING CHANNELS: 7/8" x 25 GA @ 16" O.C. MAX. ATTACH GYP. BD. W/ 1" HI-LO TYPE 'S' BUGLE HEAD SCREWS @ 12" O.C. MAX (3-1/4" MIN EDGE DISTANCE) ATTACH MAIN RUNNERS TO PERIMETER WALLS W/ CONTINUOUS 1.5"x1.5"x16GA ANGLE. ATTACH TO RUNNER WITH #8 x 1/2" S.M.S. SEE 9/-FOR AXONOMETRIC VIEW COMPRESSION STUD OR CHANNEL & VERTICAL SUPPORT PER SCHEDULE BRACE WIRES, TYP CROSS TEE MAIN TEE COMPRESSION STUD OR CHANNEL & VERTICAL SUPPORT PER SCHEDULE CROSS TEE MAIN TEE ANGLED SPLAY STUDS (SET AT SAME ANGLE TO GRID AND 90 DEG TO EACH OTHER) METAL STUD SCHEDULE (Based on City of San Diego) (1) 3-5/8" (25GA)-UP TO 8'-0" (2) 1-5/8" (25GA)-UP TO 10'-0" INSTALL PER BELOW (2) 2-1/2" (25GA)-UP TO 15'-0" INSTALL PER BELOW (2) 3-5/8" (25GA) -UP TO 20'-0" INSTALLED AS FOLLOWS: METAL CHANNEL SCHEDULE 250T125-33 (20GA) -UP TO 6'-0" 400S137-33 (20GA) -UP TO 8'-0" STUD/CHANNEL OPTION 1 STUD/CHANNEL OPTION 2 #8 SMS @ 12" O.C. 4 5 ° . 45 ° . M A X T Y P 6 0 ° . SUPPLEMENTARY HANGER WIRE, WHERE REQ'D (REFER TO CHART ON THIS SHEET). WIRE TO BE 12 GA WITHIN 3" OF EACH CORNER OF LIGHT FIXTURE. SPLAY WIRES AS SHOWN AND FASTEN TO STRUCTURE. MIN. OF 3 WIRE TURNS EA CONNECTION POINT. 12 GA FIXTURE SUPPORT WIRES AT A MIN OF 2 CORNERS LOCATED DIAGONALLY @ EA FIXTURE. FIXTURE SUPPORT WIRE SUPPLIED BY CEILING CONTRACTOR. MAIN STRUCTURAL RUNNER 4'-0" O.C. CROSS TEE RECESSED FLUORESCENT FIXTURE THIS DETAIL APPLIES TO SEISMIC CATEGORIES D/E/F. FOR CATEGORY C, SEE CHART ON THIS SHEET. BEAM CONNECTION (CISCA FIG 4-A) NON-SFRS STRUCTURAL STEEL MEMBER. REMOVE AND REPLACE FIREPROOFING FOR CONNECTION OF CLIPS 0.157 DIA. X 1/2" SHOT PINS (HILTI OR EQUAL) MIN 3/4" WIDE X 13 GA. CLIP (HILTI OR EQUAL) @ HANGERS HANGER WIRE (3 TURNS MIN) SPLAY WIRE (4 TURNS MIN) MIN 1" WIDE x 2" LONG x 13 GA. CLIP (HILTI OR EQUAL) @ SPLAY WIRES 3/ 1 6 " M I N 3/8" MAX OPEN WEB JOISTS (CISCA FIG 4-B) WEB MEMBERS BOTTOM CHORD HANGER WIRE (3 TURNS MIN) SPLAY WIRE (4 TURNS MIN) MIN 3" WIDE x 4" LONG x 12GA STRAPS @ SPLAY WIRES METAL DECKING (MIN 20 GA) WITHOUT CONCRETE ROOF DECKING (CISCA FIG 4-C/D) (2) #8 x 1/2" SELF TAPPING SCREWS #3 x 12" REBAR. TIE HANGER WIRE TO REBAR WITH (3) WRAPS AROUND BAR AND ONE WRAP AROUND WIRE 1" MIN 1/4" MAX APPROVED SHOT-IN ANCHOR (HILTI OR EQUAL). CLIP PER FIG 4A ABOVE. SELF-TAPPING SCREWS ONLY ALLOWED PRIOR TO CONC. POUR STRUCTURAL CONCRETE FILL DECK W/ CONC. FILL (CISCA FIG 5-B/C/D) WIRE 'PIGTAIL' W/ 2" DIA LOOP & 4" TAIL (ONLY ACCEPTABLE W/ CONC. FILL) APPROVED SHOT-IN ANCHOR (HILTI OR EQUAL). CLIP PER FIG 4A ABOVE. APPROVED "RED HEAD" EYE BOLT IS ALSO ACCEPTABLE (LOAD TEST REQ'D) 1 1/8" MIN (3) 1 1/2"x 9GA STAPLES OR (3) STRONGHOLD 'J' NAILS AT EACH WIRE LOOP 1" M I N WOOD JOIST OR RAFTER, OR 2x BLOCKING W/ 2-16d COMMON NAILS EA. END 2" M I N 1/4" DIA SCREW EYE WITH FULL THREAD EMBEDMENT (1-1/4" MIN) 1/4" DIA. DRILLED HOLE 1/4" DIA SCREW EYE WITH FULL THREAD EMBEDMENT (1-1/4" MIN) WOOD JOIST OR RAFTER, TYP 3" M A X WOOD STRUCTURE (CISCA FIG 2-A/B/C/D) 1.5"x1.5"x13GAx3" ANGLE ATTACHED TO DECK W/ APPROVED SHOT PINS (HILTI OR EQUAL) SLOT END OF TUBE. FASTEN TO ANGLE W/ #10 x 2" S.M.S. CUT METAL STUD FLANGES & BEND 90 DEGREES. ATTACH TO STRUCTURE W/ APPROVED SHOT-IN ANCHOR (HILTI OR EQUAL). 2" CHANNE L STRUT TUBE STRUT COMPRESSION STRUT ATTACHMENT RUNNERS @ 4'-0" O.C. 2". LAY-IN ACOUSTICAL CEILING PANEL 1/8" DIA STEEL POP RIVET COMPLYING WITH FI-114 STD. RUNNERS/TEES ATTACHED ON (2) ADJACENT WALLS WITH POP RIVET OR EQUIV FASTENER. FINISHED FACE OF WALL 8" MAX WALL ANGLE MOLDING, HEMMED EDGE NOTE: INSTALL SEISMIC PERIMETER CLIP. INSTALL AT MAIN AND CROSS RUNNERS AT (2) ADJ WALLS AND ALLOW FREE MOVEMENT OF RUNNERS ON (2) OPPOSING WALLS PER ICC #ESR-1222 & 3336 HANGER WIRE 8" MAX. WALL ANGLE MOLDING, HEMMED EDGE 8" MAX. EXPANSION CLIP, FIXED TO PERIMETER ANGLE, INSTALLED PER MNF HANGER WIRE 8" MAX. TYP. -ATTACH 7/8" ANGLE TO: A) 18 GA. STUD W/1-1/4" S-12 PAN HEAD SCREWS B)18 GA. STUD W/1-1/4" HI-LO MOD. OVAL HEAD 8" MAX. CO D E R E Q ' D G A P EXPANSION CLIP, ALLOWED TO SLIP, INSTALLED PER MNF DETAIL AT FIXED CONDITION DETAIL AT SLIP CONDITION CODE REQ'D GAP REFER TO CHART ON THIS SHEET NOTE: REFER TO ICC #ESR-1222 & 3336 7/8"7/8" SHADOW MOLDING WHERE APPLICABLE MINIMUM CODE REQUIRMENTS Design Standards Ceiling systems (including fixtures, etc) <= 2.5 PSF Ceiling systems (including fixtures, etc) > 2.5 PSF Minimum intersection strength limits @ MT / CT (1) Vertical hanger wire 12-gauge @ 4' o.c. Connection device from vertical wire to the structure above must sustain min 100 lbs Main tee classifications (Minimum) 1 in 6 max plumb of vertical hanger wires Perimeter vertical hanger wires (12-gauge) not more than 8" from wall (or 1/4 length of tee, whichever is less) Gap between main/cross runners and Unattached Walls Perimeter closure (molding) width Grid connection to perimeter attached on two adjacent walls Perimeter tee ends tied together to prevent spreading Horizontal restraint (splay wires or rigid bracing) within 2" of intersection and splayed 90° apart at 45° angles Compression posts (struts) 12' o.c. in both directions, starting 6' from walls Splay bracing connection strength 200 lbs or the design load, whichever is greater Partition attachment Seismic separation joint or full height partition (2) Rigid bracing for ceiling plane elevation changes Expansion joint at intersections of corridors and at junctions of corridors and lobbies or other similar areas Special Inspections as required by ASCE 7-05 Sec 13.5.6.2.2 (h) Metal panels & panels weighing > 0.5 PSF other than acoustical tiles shall be positively attached to the ceiling suspension runners ASTM E580 CISCA 0-2 CISCA 3-4 60 lbs Required Not Required Intermediate-duty Required Not Required unless molding is less than 7/8" Min 3/8" Min 7/8" (or Perimeter Wires) Not Permitted Required Required (4) Not Required Not Required Allowed only if ceiling is able to move laterally Not Required Not Required Not Required Not Required (5) Not Required ASTM C635, C636, & E580 ASCE 7-13.5.6.2.1 CISCA 3-4 CISCA 3-4 180 lbs Required Required Heavy-duty Required Required Min 3/4" Min2" or Approved Seismic Clips Required Required Required (4) Required Required Bracing independent of ceiling splay bracing Required for areas > 2,500 sq. ft. Required Required (3) Not Required (5) Required (3) Basic Connections, Perimeter, and Lateral Splay Bracing Category C Category D,E,F BUILDING SEISMIC CATEGORY Light fixture (all types) mechanically attached to grid NEC 410-16 (two per fixture unless independently supported) Surface-mounted fixtures attached to grid with at least two positive clamping devices made of min 14-gauge material each with a 12- gauge suspension wire to structure above Pendant-hung fixtures directly supported from structure with 9- gauge wire (or approved alternative) All Recessed or drop-in light fixtures ≤10 lbs –one wire to structure (may be slack) 11 to 56 lbs –two wires from housing to structure (may be slack) ≥57 lbs –supported directly to structure by approved Required Not Required Required Required Required Required Light Fixture Attachment Required Required (3) Required All directly supported from structure with two 12-gauge wire located at diagonally opposite corners.(3) Heavy Duty Main Tees with cross tee rating below 16 lbs./LF: Min. 12-gauge hanger wires must be attached to the supporting cross tee within 3 inches of the corner of each light fixture. Supplementary hanger wires for Heavy Duty Main Tees with cross tee rating equal to 16 lbs./LF Light Fixture Supplementary Hanger Wires Required Not Required Air terminals ≤20 lbs –positively attached to grid 21 to 56 lbs –positively attached to grid and two wires to structure (may be slack) ≥57 lbs –directly supported to structure Sprinkler heads and other penetration clearance Cable trays and electrical conduit independently supported and braced Service Applications Required Required Required Min 2" dia. opening or a swing joint Required (1) Required for ceilings larger than 1,000 square feet. (2) Where substantiating design calculations are not provided. (3) Modification to ASTM E580 as required by CBC Sec 1616 (4) Ceilings under 144 SF or ceilings constructed of plaster or gyp. boards and secured at all perimeter walls are exempt from lateral load reqts. (CISCA 3-4, pg1, Sec 2) (5) CBC Sec 1613.1 excludes adoption of ASCE 7-05 Appendix 11A (which contains the special inspection requirement). However, GC to verify with local jurisdiction whether special inspection will be required. Required Required Required Min 3/8" on all sides Not Required SCALE:3" = 1'-0"07 CEILING -SIESMIC JOINT SCALE:3" = 1'-0"03 CEILING -SUSPENDED ACOUSTICAL CEILING AXON SCALE:1/4" = 1'-0"04 CEILING -SUSPENDED ACOUSTICAL CEILING PLAN SCALE:1" = 1'-0"09 CEILING -SUSPENDED GYP BD CEILING AXON SCALE:1/4" = 1'-0"10 CEILING -SUSPENDED GYP. BD. CEILING PLAN SCALE:3" = 1'-0"01 CEILING -TYP COMPRESSION STRUT SCALE:3" = 1'-0"02 CEILING -TYP LIGHT FIXTURE SCALE:1" = 1'-0"05 CEILING ATTACHMENT DETAILS SCALE:3" = 1'-0"08 CELING -SHADOW MOLDING @ ACT SCALE:3" = 1'-0"06 CEILING -TYP. T-BAR GRID @ WALL scale: cad file: TENANT IMPROVEMENT page description: job number: seal/signature: sheet no.: revision date & description:no. project: 400 S. BALDWIN AVE., SPACE #A16 CHOW TAI FOOK ARCADIA, CA 91007 JEWELRY STORE COPYRIGHT C 2026 BY RUBY CONSULTING PARTNERS, LLC ALL RIGHTS RESERVED. ruby consulting partners, llc 710 S. MYRTLE AVE., #117 MONROVIA, CA 91016 TEL: 626.320.2815 alison.fung@aol.com 5/8/2026 LANDLORD1 6/15/2026 BUILDING DEPT.2 6/24/2026 BUILDING DEPT.3 A-4.1 CEILING DETAILS 3 NOTE: (HEAVY DUTY T-BAR GRID SYSTEM SHALL BE USED FOR THIS PROJECT) 3 SCALE 1/4" = 1'-0" INTERIOR T.I. FRAMING PLAN do not scale plan A A 1 1 2 2 B B C C D D S-1 1/4" = 1'-0" IN T E R I O R T . I . F R A M I N G P L A N 21 1 2 1 E . S n o w C r e e k D r . , W a l n u t , C A 9 1 7 8 9 e- m a i l : d a n t a n c o r p @ h o t m a i l . c o m DA N T A N C O R P O R A T I O N Of Sheets Sheet: Job: Drawn: Scale: Date: Revison Jo b A d d r e s s : Sh e e t C o n t e n t : May 10, 2026 2026-0165 - 40 0 S . B A L D W I N A V E . S P A C E A 1 6 AR C A D I A , C A . June 12, 2026 June 23, 2026 By ST R U C T U R A L E N G I N E E R I N G & C O N S U L T A N T Te l : ( 6 2 6 ) 3 2 9 - 1 1 4 1 GENERAL NOTES AUX SYSTEM DEFERRED APPROVAL NOTES DESIGN BUILD AUXILIARY SYSTEMS ARE UNDER SEPARATE PLAN CHECK AND PERMIT. SYSTEMS INCLUDE BUT ARE NOT LIMITED TO LIFE SAFETY, FIRE ALARM, INTRUSION ALARM, CCTV/CATV, TELE/DATA SYSTEMS AND ALL OTHER REQUIRED AND OPTIONAL SYSTEMS. 1.THE AUXILIARY SYSTEMS VENDOR/CONTRACTOR/DESIGN BUILDER SHALL PROVIDE THE APPLICATION ENGINEERING, DOCUMENTATION, AND TESTING REQUIRED TO OBTAIN BUILDING OCCUPANCY PERMIT, LOCAL AND CALIFORNIA STATE FIRE MARSHALL'S APPROVAL, AND SYSTEM ACCEPTANCE BY AUTHORITIES HAVING JURISDICTION (AHJ). 2.PROVIDE EQUIPMENT AND DEVICES INDICATED HEREIN AND ON THE DRAWINGS AND VARIOUS OTHER REQUIRED COMPONENTS. 3.VENDOR SHALL PROVIDE A SYSTEM DIAGRAM INCLUDING RISER DIAGRAMS AND FLOOR PLANS INDICATING CONDUIT AND WIRE SIZES & QUANTITIES BETWEEN ALL DEVICES. 4.PROVIDE ALL CONDUITS, WIRES, AND CABLES AS REQUIRED AND AS RECOMMENDED BY THE MANUFACTURER. INSTALL AND CONNECT ALL SYSTEM COMPONENTS IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 5.FINAL WIRING TERMINATIONS SHALL BE PERFORMED BY THE CONTRACTOR HAVING AT LEAST 5 YEARS EXPERIENCE INSTALLING THE SYSTEMS. 6.NATIONAL FIRE PROTECTION ASSOCIATION (NFPA) 72, 101. CALIFORNIA BUILDING CODE AND CALIFORNIA FIRE CODE APPLICABLE SUBSECTIONS SHALL APPLY TO SPECIFIED EQUIPMENT. 7.VENDOR SHALL PROVIDE ALARM DECIBEL/CANDELA CALCULATION, VOLTAGE DROP, AND BACKUP POWER SUPPLY CAPACITY CALCULATIONS REQUIRED BY THE AHJ. 8.VENDOR SHALL SUBMIT CATALOG CUTS, TECHNICAL DATA, CONDUCTOR TYPE, AND DESCRIPTIVE LITERATURE FOR ALL HARDWARE COMPONENTS TO BE FURNISHED INCLUDING CALIFORNIA STATE FIRE MARSHALL (CSFM) LISTINGS FOR FIRE ALARM SYSTEMS. 9.VENDOR SHALL SUBMIT CALIBRATION AND TESTS PRIOR TO FINAL ACCEPTANCE. 10.SHOULD ADDITIONAL DEVICES BE REQUIRED BY THE AHJ FOR THE FINAL ACCEPTANCE TEST, IT SHALL BE PROVIDED BY THE VENDOR/CONTRACTOR/DESIGN BUILDER AT NO ADDITIONAL COST. 11. VENDOR/CONTRACTOR OF AUXILIARY SYSTEMS SHALL PROVIDE A MINIMUM 1 YEAR CERTIFICATE OF GUARANTEE FOR LABOR AND MATERIALS, INSTRUCTIONS, AND MAINTENANCE MANUAL WITH 24 HOUR FACTORY REPRESENTATIVE SUPPORT HOTLINE. PROVIDE 8 HOURS OF INSTRUCTION TIME TO SHOW OWNER'S REPRESENTATIVE THE FUNCTION OF THE SYSTEM. 1.METER, SERVICE, AND DISTRIBUTION SECTIONS OF MAIN SWBD TO BE 100% RATED FOR CURRENT CARRYING AND 100% RATED FOR SHORT CIRCUIT DUTY FOR AVAILABLE FAULT FROM UTILITY. THE SHOP DRAWING OF THE METERING AND UTILITY INCOMING SECTIONS SHALL BE REVIEWED AND APPROVED BY THE SERVING UTILITY COMPANY. 2.PANELBOARD SHALL HAVE FLUSHED LOCKABLE DOOR KEY TO MATCH FACILITY MASTER KEY AND ALL ELECTRICAL CABINETRIES. 3.ALL CIRCUIT BREAKERS ON PANELBOARDS SHALL HAVE PADLOCK OFF DEVICE & ALL CIRCUIT BREAKERS FEEDING ESSENTIAL LOADS SHALL HAVE LOCK ON DEVICE INDICATED BY (*). THE CIRCUIT BREAKERS SHALL BE BOLT-ON TYPE RATED TO WITHSTAND AVAILABLE SHORT CIRCUIT CURRENT (ASCC) AT THE TERMINUS. 4.PROVIDE TOP CONTROL SECTION BEHIND SEPARATE LOCKABLE DOOR FOR MOUNTING TIME SWITCHES, RELAYS, EMC CONTROL DEVICES, ETC. AS REQUIRED OR AS SHOWN. PROVIDE SHOCK MOUNT FOR ANY MECHANICALLY HELD ELECTRONICALLY OPERATED CONTACTORS FOR SOUND AND VIBRATION LIMITATIONS. 5.PROVIDE NAMEPLATE IDENTIFICATION TO BE MOUNTED ABOVE DOOR AND CIRCUIT DIRECTORY HOLDER FRAMED WITH PLASTIC COVER MOUNTED BEHIND THE DOOR. ADHESIVE TYPE PLASTIC ENVELOPE ATTACHED BEHIND THE DOOR IS NOT AN ACCEPTABLE TYPE OF DIRECTORY CARD HOLDER. 6.TRANSFORMER SHALL BE ENERGY EFFICIENT TYPE. 7.PROVIDE NEMA-3R ENCLOSURE WITH GASKET LOCKABLE DOOR FOR ALL PANELBOARDS EXPOSED TO WEATHER. PANELBOARDS LOCATED IN SUNLIGHT SHALL HAVE AMBIENT COMPENSATED OVERCURRENT DEVICES. 8.PANELBOARD LOCATED IN ANY DAMP LOCATION IN BUILDING SHALL HAVE GASKET DOOR. 9.CIRCUITS INDICATED BY (T) ARE TIMESWITCH & RELAY CONTROLLED. 10.BUILDING STEEL, UFER, COLD WATER PIPE, AND DRIVEN GROUNDING ROD BONDING TO BE UTILIZED FOR COMPLETE GROUNDING ELECTRODE SYSTEM & SUPPLEMENTS PER CEC 250, GROUNDING. THE BONDING TO BUILDING NATURAL GAS PIPING MAY BE REQUIRED BY THE AHJ. 11.FOR EXISTING PANELS WITH EXISTING BREAKERS, CONTRACTOR TO VERIFY ALL EXISTING CIRCUITS FOR EXISTING AREAS THAT ARE TO REMAIN AND IDENTIFY IN PANEL & IN AS-BUILT. MAINTAIN CIRCUIT CONTINUITY IF THESE CIRCUITS SERVE AREAS THAT ARE TO REMAIN. 12.NEW BREAKERS TO BE INSTALLED IN EXISTING PANEL ARE TO MATCH THE EXISTING PANELBOARD MFG. & AIC RATING AS INDICATED OR AS REQUIRED. 13.NEW PANELBOARDS IN EXISTING FACILITY SHALL MATCH EXISTING FACILITY SERVICE, DISTRIBUTION EQUIPMENT MANUFACTURER, AND SHORT CIRCUIT RATING. 14.NEW PANELBOARDS IN EXISTING FACILITY SHALL HAVE LOCKABLE DOOR KEY TO MATCH EXISTING FACILITY ELECTRICAL MASTER LOCK AND KEY. 1.MAXIMUM AVAILABLE FAULT CURRENT: SERVING UTILITY COMPANY'S LETTER OR DATA INDICATES THAT THE MAXIMUM AVAILABLE FAULT CURRENT (MAFC) WILL NOT EXCEED THE VALUE SHOWN ON SINGLE LINE DIAGRAM. THE VALUE SHOWN AS "MAFC" INCLUDES FACILITY MOTOR CONTRIBUTION. 2.ALL CURRENT CARRYING DEVICES SHALL BE U.L. LISTED, FULLY RATED, AND BRACED TO WITHSTAND THE MAXIMUM AVAILABLE FAULT CURRENT AT ITS TERMINUS. 3.SERIES/COMBINATION SHORT CIRCUIT RATING MAY BE USED BY THE CONTRACTOR WHEN OVERCURRENT DEVICE COMBINATIONS ARE LISTED UNDER U.L. 67 STANDARD. INSTALLATION SHALL COMPLY WITH CALIFORNIA ELECTRICAL CODE (C.E.C.) ARTICLE 110-9, 110-22, AND OTHER APPLICABLE SECTIONS. 4.APPLICABLE SERIES/COMBINATION RATED EQUIPMENT ENCLOSURES SHALL BE CLEARLY MARKED "CAUTION - SERIES COMBINATION SYSTEM RATED __ (AS NOTED ON SINGLE LINE DIAGRAM) AMPERES. IDENTIFIED REPLACEMENT COMPONENTS REQUIRED." IN COMPLIANCE WITH CEC SECTION 110-22. END-USE EQUIPMENT SHALL ALSO BE MARKED WITH THE HIGHER SERIES COMBINATION INTERRUPTING RATING AS PER CEC SECTION 240-83(c). 5.ELECTRICAL SERVICE GEAR: VENDOR/MANUFACTURER/CONTRACTOR SHALL PROVIDE SHORT CIRCUIT STUDY AND PROTECTIVE DEVICE COORDINATIONS AS SHOP DRAWING SUBMITTAL FOR REVIEW TO THE ENGINEER OF RECORD PRIOR TO THE PURCHASE OF ANY ELECTRICAL GEARS FOR THE PROJECT. THESE DRAWINGS ARE DIAGRAMMATIC AND SHOW INTENT OF PROJECT AND ARE SUBJECT TO THE APPROVAL OF THE BUILDING DEPARTMENT, FIRE MARSHAL, UTILITY COMPANY AND OTHER AGENCY AUTHORITIES HAVING JURISDICTION (AHJ). BY THE ACT OF SUBMITTING A BID PROPOSAL FOR WORK, THE CONTRACTOR HAS REVIEWED THE PLANS THOROUGHLY, VERIFIED FIELD CONDITIONS, AND ACCEPTED FULL RESPONSIBILITY OF PLAN CORRECTIONS, CONTINGENCY, AND ASSOCIATED EXTRA CONSTRUCTION COSTS THAT HAVE BEEN INCLUDED IN THE CONTRACTOR'S BID. 1.ELECTRICAL DRAWINGS, SPECIFICATIONS, AND GENERAL NOTES DESCRIBE THE INTENDED SCOPE OF WORK. DOCUMENTS SHALL BE USED FOR THE PURPOSE OF BIDDING, BUILDING DEPARTMENT REVIEW, AND THE SECURING OF NECESSARY CONSTRUCTION PERMITS ONLY. CONTRACTOR SHALL PROVIDE CONSTRUCTION DRAWINGS AND OBTAIN WRITTEN APPROVAL FROM ALL AUTHORITIES HAVING JURISDICTION (AHJ) AND UTILITY COMPANIES PRIOR TO THE START OF AFFECTED WORK. ELECTRICAL INSTALLATION SHALL COMPLY WITH CALIFORNIA ELECTRICAL CODE (LATEST VERSION) ADAPTED BY THE JURISDICTION AND ANY LOCAL SUPPLEMENTS. 2.CONTRACTOR SHALL PROVIDE CONSTRUCTION AND SHOP DRAWINGS BASED ON THESE DRAWINGS, SPECIFICATIONS, AND ADDITIONAL DESIGN CRITERIA FURNISHED BY OWNER AND SUBMIT TO ARCHITECT. CONTRACTOR SHALL SUBMIT ALL DEFERRED APPROVAL CONSTRUCTION DRAWINGS TO ALL GOVERNMENTAL AGENCIES AND UTILITY COMPANIES HAVING JURISDICTION INCLUDING POLICE AND FIRE DEPARTMENTS FOR THEIR REVIEW AND APPROVAL OF DRAWINGS FOR CONSTRUCTION. 3.CONTRACTOR'S BID SHALL NOT BE LIMITED TO THE WORK SHOWN ON PLANS AND SPECIFICATIONS. ALL PREMIUM OVERTIME COSTS, UTILITY CHARGES, COSTS FOR TEMPORARY UTILITY SERVICES, ALTERATION, DEMOLITION, AND EXTENSION WORKS, PLAN CHECK/INSPECTION FEES, MISCELLANEOUS CONTINGENCY COSTS, ETC., SHALL BE INCLUDED IN BID. (THE CONTINGENCY COST SHALL NOT BE LESS THAN 25% OF THE OVERALL ELECTRICAL BID. CONTRACTOR SHALL IDENTIFY THE CONTINGENCY AMOUNT IN THE BID DOCUMENT.) 4.ALL EQUIPMENT AND DEVICES SHOWN ARE NEW, CONTRACTOR FURNISHED AND INSTALLED, UNLESS OTHERWISE NOTED. IF CONTRACTOR PROPOSES TO SUBSTITUTE SPECIFIED EQUIPMENT, HE SHALL SUBMIT HIS REQUEST IN WRITING TO THE OWNER AND ENGINEER FOR CONSIDERATION PRIOR TO THE BID. ALL SUBSTITUTIONS MUST BE REVIEWED BY THE ENGINEER. SUCH REVIEWS SHALL NOT RELIEVE THE CONTRACTOR FROM COMPLYING WITH DRAWING REQUIREMENTS AND SPECIFICATIONS. THE CONTRACTOR SHALL BE RESPONSIBLE AT HIS OWN EXPENSE FOR ANY CHANGES RESULTING FROM HIS PROPOSED SUBSTITUTIONS WHICH AFFECT OTHER PARTS OF HIS WORK OR THE WORK OF OTHER CONTRACTORS. 5.ELECTRICAL DRAWINGS, CONDUIT RUNS, WIRING, AND ELECTRICAL INFORMATION ARE DIAGRAMMATIC ONLY. DO NOT SCALE THE ELECTRICAL DRAWINGS TO DETERMINE THE LOCATION OF EQUIPMENT OR OUTLETS. ALL RECEPTACLE AND OUTLET MOUNTING HEIGHTS AND EXACT LOCATIONS SHALL BE COORDINATED WITH ARCHITECTURAL DRAWING ELEVATIONS PRIOR TO ROUGH-IN WORK. 6.REFER TO ARCHITECTURAL REFLECTED CEILING PLAN FOR EXACT LOCATION OF ALL LIGHTING FIXTURES, CEILING MOUNTED OUTLETS, AND EQUIPMENT. PORTIONS OF CEILING SYSTEMS MAY BE INACCESSIBLE. CONTRACTOR SHALL STRATEGICALLY LOCATE ACCESS BOXES, ETC., WHICH SHALL BE READILY ACCESSIBLE IN COMPLIANCE WITH CEC ARTICLE 100. ALL LIGHTING FIXTURE WIRING, BALLASTS, J-BOXES, ETC., SHALL BE ACCESSIBLE FROM FIXTURE OPENINGS. PROVIDE AN ADDITIONAL JUNCTION BOX (SIZE AS REQUIRED) WHERE THE NUMBER OF CONDUCTORS EXCEEDS THE MAXIMUM ALLOWED FOR A GIVEN JUNCTION POINT OR OUTLET. 7.IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TYPES OF CEILING SYSTEMS AND TO FURNISH APPROVED LIGHTING FIXTURES OF THE REQUIRED TYPE FOR MOUNTING IN CEILINGS. FIXTURES SHALL BE COMPLETED WITH NECESSARY MOUNTING HARDWARE AND ACCESSORIES. FIXTURES LOCATED IN DAMP OR WET LOCATIONS SHALL BE LABELED FOR USE IN SUCH LOCATIONS. 8.SEAL ALL PENETRATIONS THROUGH FIRE RATED WALLS, CEILINGS, FLOORS, ETC., TO MAINTAIN FIRE RATING. FURNISH AND INSTALL FIRE RATED ENCLOSURES FOR ALL EQUIPMENT PENETRATING INTO FIRE RATED ENVELOPES, SPACES, ETC. ALL RECESSED LIGHTING FIXTURES, PANELBOARDS, SWITCHES, ETC., MOUNTED IN FIRE RATED STRUCTURES SHALL BE ENCLOSED WITH AN APPROVED ENCLOSURE CARRYING THE SAME FIRE RATING AS THAT OF THE STRUCTURE. 9.ALL WIRING AND ELECTRICAL EQUIPMENT INSTALLED FOR MECHANICAL AND PLUMBING EQUIPMENT SHALL BE IN ACCORDANCE WITH DIVISION 15 AND ASSOCIATED DRAWINGS. CONTRACTOR SHALL OBTAIN THE REQUIRED MECHANICAL AND PLUMBING DRAWINGS AND PROVIDE ALL EQUIPMENT, RACEWAYS, WIRING, ETC., AS INDICATED THEREON. 10.ALL FINAL CONNECTIONS TO OWNER FURNISHED EQUIPMENT SHALL BE MADE BY THE CONTRACTOR UNLESS OTHERWISE NOTED. VERIFY ELECTRICAL CHARACTERISTICS AND U.L. LISTINGS PRIOR TO CONNECTION. CONTRACTOR SHALL VERIFY THE LOAD INPUT VOLTAGE OF ALL EQUIPMENT PRIOR TO INSTALLATION. ACCEPTING ANY EQUIPMENT RESULTING IN LOAD INCREASE SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. 11.ELECTRICAL OUTLETS ON OPPOSITE SIDES OF FIRE RATED WALLS AND PARTITIONS MUST BE SEPARATED BY A DISTANCE OF 24 IN. HORIZONTALLY, IN ACCORDANCE WITH C.B.C. SEC. 714.3.2. EXCEPTION 1.1. OPENINGS IN FIRE RATED WALLS GREATER THAN 16 SQ. IN. MUST BE FIRE STOPPED. 12.ALL CONDUCTORS AND CURRENT CARRYING DEVICES SHALL BE COPPER DUAL RATED THHN/THWN 600 VOLT 75°C MINIMUM INSULATION UNLESS OTHERWISE NOTED. ALUMINUM, WHERE NOTED, SHALL BE DUAL RATED THHN/THWN 600 VOLT 75°C MINIMUM INSULATION. USE PROPER TEMPERATURE RATING OF CONDUCTORS BASED ON THE AMBIENT AIR OR SOIL TEMPERATURE WHERE CONDUCTORS ARE BEING USED. HIGHER AMPACITY CONDUCTORS AND LARGER RACEWAYS SHALL BE PROVIDED TO OFFSET THE AMPACITY CORRECTION FACTORS AS INDICATED IN CEC TABLE 310 AND ELSEWHERE IN CODE. ALL BUSSING SHALL BE COPPER. NMC CABLE MAY BE USED WITHIN THE DWELLING TYPE OCCUPANCY PER CEC 334.10 IF APPROVED BY AHJ. 13.DO ALL DRILLING, CUTTING, CHANNELING AS REQUIRED TO ELECTRICAL WORK AND AS INDICATED OR SPECIFIED HEREIN. ALL HOLES, CURBS, ETC., IN FLOORS, CEILINGS, AND WALLS SHALL BE PATCHED, UNLESS OTHERWISE NOTED. PAINT ALL EXPOSED ELECTRICAL RACEWAYS, CABINETS, ENCLOSURES, AND FITTINGS TO MATCH COLOR OF ADJACENT SURFACES IN FINISHED AREAS. 14.EMERGENCY LIGHTING AND EXIT SIGNS SHALL BE PROVIDED PER C.B.C. AND SHALL BE DESIGNED TO PROVIDE REQUIRED FOOTCANDLES AND LUMENS. PROVIDE ADDITIONAL EMERGENCY ILLUMINATION AS REQUIRED BY INSPECTION AUTHORITIES HAVING JURISDICTION. 15.ALL ELECTRICAL EQUIPMENT SHALL BE BRACED OR ANCHORED TO RESIST A HORIZONTAL FORCE ACTING IN ANY DIRECTION USING THE SMACNA CRITERIA. 16.BRANCH CONTROL CIRCUITING AND WIRE COUNTS MAY NOT BE INDICATED ON PLANS. CONTRACTOR IS RESPONSIBLE FOR COMPLETING BRANCH CIRCUIT WIRING IN ACCORDANCE WITH PLAN NOTES AND AS PERMITTED BY AHJ. CONTRACTOR SHALL SUBMIT AS-BUILT DRAWINGS AS PART OF RECORD TO ARCHITECT AND AUTHORITY HAVING JURISDICTION (AHJ). 17.ALL EXISTING UTILITIES OR STRUCTURES REPORTED BY THE OWNER OR OTHERS AND THOSE SHOWN ON THESE DRAWINGS ARE INDICATED WITH THEIR APPROXIMATE LOCATION AND EXTENT. BY ACCEPTING THESE PLANS OR PROCEEDING WITH IMPROVEMENTS THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES OR STRUCTURES SHOWN AND ANY OTHER UTILITIES OR STRUCTURES FOUND AT THE SITE. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE OWNERS OF THE UTILITIES OR STRUCTURES CONCERNED BEFORE STARTING WORK. 18.COORDINATE ALL PHASES OF CONSTRUCTION AND OBTAIN APPROVAL OF WORK SCHEDULE, SHUTDOWN, CUTOVER, OVERTIME WORK, ETC. WITH BUILDING ENGINEER OR OWNER. PROVIDE TEMPORARY SERVICE, STANDBY GENERATOR, 24 HOURS FIRE WATCH, ETC. AS REQUIRED TO MAINTAIN UNINTERRUPTED FACILITY OPERATION DURING CONSTRUCTION WORK. 19.THE CONTRACTOR AGREES THAT, IN ACCORDANCE WITH GENERAL CONSTRUCTION PRACTICES, THE CONTRACTOR WILL BE REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT AT ALL TIMES. CONTRACTOR FURTHER AGREES TO DEFEND, INDEMNIFY, AND HOLD OWNER AND ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH PERFORMANCE OF WORK ON THIS PROJECT. CODE REFERENCE THE GOVERNING CODES FOR THIS PROJECT ARE: 2025 CALIFORNIA BUILDING CODE (CBC) 2025 CALIFORNIA ELECTRICAL CODE (CEC) 2025 CALIFORNIA MECHANICAL CODE (CMC) 2025 CALIFORNIA PLUMBING CODE (CPC) 2025 CALIFORNIA ENERGY CODE (CEES) PANELBOARD AND SWITCHBOARD NOTES NOTICE SHORT CIRCUIT COMPLIANCE NOTES CONTRIBUTION. AVAILABLE SHORT CIRCUIT CURRENT, CALCULATED. MAXIMUM SHORT CIRCUIT CURRENT FROM UTILITY AND INCLUDES FACILITY MOTORMAFC ASCC +48" GFI UON E WP. NL SYMBOLS SINGLE RECEPTACLE 20A GROUNDING TYPE,115V +18" AFF OR AS NOTED. DUPLEX RECEPTACLE 20A GROUNDING TYPE,115V +18" AFF OR AS NOTED. 1/2HOT / 1/2 SWITCHED RECEPTACLE WITH JUMPER REMOVED, +18" AFF OR AS NOTED. DOUBLE DUPLEX RECEPTACLE 20A GROUNDING TYPE, 115V, +18" AFF OR AS NOTED. TELEPHONE OUTLET WITH 3/4" CONDUIT TO TELEPHONE BACKBOARD, +18" AFF OR AS NOTED. DATA OUTLET WITH 3/4" CONDUIT TO DATA TERMINAL, +18" AFF OR AS NOTED. CONDUIT TO TEL BACKBOARD, +18" AFF OR AS NOTED. DATA OUTLET WITH 3/4" CONDUIT TO DATA TERMINAL AND TELEPHONE OUTLET WITH 3/4" CEILING MOUNTED DUPLEX RECEPTACLE, 20A GROUNDING TYPE FLOOR TYPE DUPLEX RECEPTACLE 20A GROUNDING TYPE AUTOMATIC CARBON MONOXIDE-SENSING DEVICES CLOSED CIRCUIT TELEVISION ANTENNA OUTLET SMOKE DETECTOR MOTOR OR CEILING EXHAUST FAN JUNCTION BOX TO SUIT THE FIELD CONDITIONS TV CO SD J B NOTES: PUSHBUTTON OPERATOR FOR ELECTRIC DOOR DISCONNECT SWITCH WITH MAGNETIC STARTER. FUSE SIZE AS SHOWN. DISCONNECT SWITCH, FUSE SIZE AS SHOWN. SWITCH AND FUSES EMERGENCY CIRCUIT. LOCK ON DEVICE FOR BREAKER SERVING BREAKER TRANSFORMER WITH COPPER WINDINGS WATT/HOUR METER SOCKET CURRENT TRANSFORMER SWITCHBOARD WITH COPPER BUSSING PANELBOARD WITH COPPER BUSSING TELEPHONE CABINET WITH BACK BOARD M T CONDUIT HOME RUN TO SOURCE INDICATING PANEL "A" CIRCUITS #1, 3 & 5 GARAGE GATE SWITCH C NOTES: A-1,3,5 HASH MARKS INDICATE QUANTITY OF CURRENT CARRYING AND NEUTRAL CONDUCTORS. CONDUIT RUN BELOW FLOORS OR IN GRADE CONDUIT RUN CONCEALED IN CEILING SPACE OR IN WALL TABLE 1, CHAPTER 9 OF C.E.C. AMD TABLE 3A AND 3B SHALL DETERMINE THE CONDUIT TELEVISION ANTENNA CABLES IN 1" CONDUIT MININUM. DATA/COMMUNICATION CABLES IN 3/4" CONDUIT MINIMUM. NO HASH MARK INDICATES 2 CONDUCTORS. ALL CONDUITS PROVIDED W/ GROUND WIRE. U.O.N. (#10 INDICATES #10 AWG. CONDUCTORS) SIZE OF CONDUIT SHALL BE BASED ON #10 20 AMP MECHANICALLY HELD (TWO WIRES CONTROL) RELAY CONTROLLING CKT. TELEPHONE CABLES IN 3/4" CONDUIT MINIMUM.T TV D D NOTES: INDICATED WITH PROGRAMMABLE TIME SWITCH CONTROLLING COIL. ASSIGN CONTROL CHANNEL AND DURATION. NIGHT LIGHT CONTROLLED BY TIME SWITCH DUSK TO DAWN EXTERIOR SECURITY LIGHT GROUND FAULT CIRCUIT INTERRUPTER, ALSO INDICATED AS GFCI UNLESS OTHERWISE NOTED EXISTING, ALSO INDICATED AS (E) WEATHERPROOF INDICATES MOUNTING HEIGHT FROM FINISHED FLOOR TO CENTER OF DEVICE SYMBOLS AND NOTES CIRCUIT DESCRIPTION GFCI CONVENIENCE OUTLET, 20A GROUNDING TYPE, 115V, +18" AFF OR AS NOTED. AUTHORITY HAVING JURISDICTIONAHJ C MOTOR RATED SWITCH H.P. RATED$M SIZES. MINIMUM CONDUIT SIZE SHALL BE 3/4", MINIMUM CONDUCTOR SIZE TO BE #12. SINGLE RECEPTACLE, VERIFY EXACT NEMA CONFIGURATION WITH VENDOR OF EQUIPMENT. +18" AFF OR AS NOTED. WR.WEATHER RESISTANCE 1. ALL CONDUIT SHALL BE RIGID STEEL OR EMT. FLEXIBLE CONDUIT SHALL BE LIMITED TO 72" FOR FINAL CONNECTION TO LIGHTING FIXTURES OR MOTORS, INCLUDING GROUNDING CONDUCTOR. P.V.C. CONDUIT MAY BE USED ONLY FOR UNDERGROUND, RE-SIZE CONDUIT AS REQUIRED TO INCLUDE GROUNDING CONDUCTOR. MININUM CONDUIT STRAP USE TWO (2) HOLE TYPE. 2. TELEPHONE AND TELEVISION CABLES MAY BE PREWIRED BY LOCAL TEL/COMM/CABLE T.V. COMPANY WITHOUT CONDUIT. 1. BREAKERS, SWITCHES, FUSES, METER SOCKETS, AND CURRENT CARRYING DEVICES SHALL BE DESIGNED TO WITHSTAND MAXIMUM AVAILABLE FAULT CURRENT (AFC) ESTABLISHED BY SERVING UTILITY. 2. SWITCHBOARDS AND PANELBOARDS BUSSING SHALL BE TIN PLATED COPPER BRACED TO WITH STAND MAXIMUM AVAILABLE FAULT. TRANSFORMER SHALL BE ENERGY SAVING TYPE WITH COPPER WINDING. 1. SUBSCRIPT LETTER NEXT TO THE ABOVE SYMBOLS INDICATES DEVICE CONTROLLED. 2. DEVICES AND COVER PLATE COLOR AS SELECTED BY ARCHITECT, SEE ARCHITECTURAL DRAWINGS FOR EXACT LOCATION OF OUTLET, UNLESS NOTED. 3. CONVENICE RECEPTACLES IN BATHROOM, LAUNDRY ROOM, AND KITCHEN WITHIN 6 FT FROM SINK AND EXTERIOR LOCATIONS SHALL BE GROUND FAULT TYPE (GFCI) 4. TAMPER-RESISTANT RECEPTACLES SHALL BE INSTALLED IN DWELLING UNIITS, CUEST ROOMS OF HOTELS AND MOTELS, AND CHILD CARE FACILITIES. ALUMINUMAL COPPERCU (E) 100A 3P M (E) PNL "HP" (E) 480/277V 3Ø 4W MAIN SWITCHBOARD, FIELD VERIFY. (E) (E) EXISTING SINGLE LINE DIAGRAM N.T.S. GND (E) (E) PNL "LP" (E) (E) (E) 100A-3P (E) 50A-3P (E) 100A-3P (FOR REFERENCE ONLY, NO CHANGE) (E) 480V TO 208Y/120V 30KVA TRANSFORMER JEWELRY STORE T.I. IN EXISTING MALL, PROVIDE POWER FOR RECEPTACLES, LIGHTING, & T24. SCOPE OF WORK AREA: SHEET TITLE: WESTFIELD SANTA ANITA SPACE #A16 400 SOUTH BALDWIN AVENUE ARCADIA, CA 91007 PROJECT NO: SCALE: DATE: DRAWN BY: REVIEWED BY: SHEET NO: TRAYS: REVISION: Tel:(909)396-8168, Fax:(909)396-8169, E-mail:hyc@hycengineer.com 660 N. Diamond Bar Blvd., #128, Diamond Bar, California 91765 HYC CONSULTING ENGINEERS, Inc. C26020 AS SHOWN June 10, 2026 1 CITY 6/8/26 C.T. E-1 ELEC NOTES, LEGEND, SINGLE LINE F:\PROJECTS\2026\C2026 - HYC\C26020 (Chow Tai Fook Jewelry Store Arcadia)\C26020 ELEC.dwg, 6/10/2026 4:00:25 PM V.I.F .(E ) C O L . V.I . F . (E ) C O L . V.I.F. (E) COL. S 541 LB. SAFE 541 LB. SAFE 1,616 LB. SAFECABINET CO U N T E R T O P POWER PLAN SCALE:1/4"=1'-0" (E) PNL "LP" (E) PNL "HP" J +48" +48" +42" (E) 480V TO 208Y/120V 30KVA TRANSFORMER (ON PLATFORM ABOVE RESTROOM) LP-5 (E) CONTRACTOR TO PROVIDE LABEL ON EACH OUTLET AND DISCONNECT MEANS INDICATING THE POWER SOURCE PANEL AND CIRCUIT NUMBER. GENERAL NOTES: 0.1 PROPOSED SECURITY CCTV CAMERA CONTROLLER & INTRUSION ALARM PNL WITH 24 HRS BATTERY BACKUP LP-7 J$1 LP-1 2 LP-27 CONNECT TO ROLLING DOOR OPERATOR. COORDINATE WITH MANUFACTURER RECOMMENDATIONS AND REQUIREMENTS. OUTLET SWITCH BANK FOR RETAIL OUTLETS, INCLUDE $a, $b, $c, $d, $e, $f PROVIDE AUTOMATIC TIME SWITCH FOR OUTLET CONTROL, VERIFY REQUIREMENTS WITH OWNER. 1"C UNDERGROUND CONDUITS FOR POWER AND 1"C UNDERGROUND CONDUITS FOR TELE/DATA, CUT AND PATCH FLOOR AS REQUIRED. CONDUITS AND WIRING RUN WITHIN CASE WORK OR LOW WALL. COORDINATE WITH MANUFACTURER OR ARCHITECT. PROVIDE 3/4" CONDUIT TO ACCESSIBLE CEILING SPACE FOR TEL/DATA. EXISTING LIGHT & RECEPTACLE IN ATTIC TO REMAIN. KEY NOTES: 1 2 3 4 LP-11 via $a LP-13 LP-29 VIA $b LP-17 VIA $c LP-19 VIA $d LP-21 VIA $e LP-23 VIA $f LP-8 LP-6 3 3 LP-25 3 3 3 3 4 4 5 5 6 6 AREA: SHEET TITLE: WESTFIELD SANTA ANITA SPACE #A16 400 SOUTH BALDWIN AVENUE ARCADIA, CA 91007 PROJECT NO: SCALE: DATE: DRAWN BY: REVIEWED BY: SHEET NO: TRAYS: REVISION: Tel:(909)396-8168, Fax:(909)396-8169, E-mail:hyc@hycengineer.com 660 N. Diamond Bar Blvd., #128, Diamond Bar, California 91765 HYC CONSULTING ENGINEERS, Inc. C26020 AS SHOWN June 10, 2026 1 CITY 6/8/26 C.T. E-2 POWER PLAN F:\PROJECTS\2026\C2026 - HYC\C26020 (Chow Tai Fook Jewelry Store Arcadia)\C26020 ELEC.dwg, 6/10/2026 4:00:26 PM L0 6 L01 L01 L01 L02 L02 L02 L02 L02 L05 L05 L0 5 L05 L0 5 L0 5 L05 L0 5 L05 L05 L05 L05 L05 L05 L05 L05 L05 L05 L05 L05 L0 5 L05 L0 5 L05 L05 L05 L05 L05 L01 L01 L01 L03 L03 L02 L02 L02 L02 L02 L02 L02 L02 L03 L03 L02 L02 L01 L01 L02 L02 S SL02L02L02 L03 L03 S L02 L02 L02 L02 L02 L02 L02 L02 L02 L02 S A/C A/C A/C A/C A/C L05L05 (E) E X I T (E) BULKHEAD SOFFIT C.H. +9'-10" (E) STOREFRONT SOFFIT C.H. +9'-10" EX I T C.H. +10'-10" (E) T-BAR CEILING C.H. +11'-6"C.H. +10'-0" (N) T-BAR CEILING C.H. +9'-0" (E) DRYWALL CEILING A/C A/C A/C A/C A/C A/C L02L02 L02L02L02 L02L02L02 L02L02 L02L02 L02L02 C.H. +11'-6" C.H. +10'-10" C.H. +10'-10" (E) T-BAR CEILING (E) T-BAR CEILING (E) PRE-FAB DUCTWORK C.H. +11'-6" (E) T-BAR CEILING (E) PRE-FAB DUCTWORK LIGHTING PLAN SCALE:1/4"=1'-0" (E) PNL "LP" (E) PNL "HP" L01 LIGHTING FIXTURE SCHEDULE TYPE SYMBOL MANUFACTURER & MODELWATTDESCRIPTIONLAMP TYPE NO.VOLT MOUNTING NOTE: LIGHTING FIXTURE MANUFACTURER & MODEL IS FOR REFERENCE ONLY. FIXTURE SHALL BE SELECTED BY ARCHITECT. POWER AND QUALITY SHALL BE SPECIFICATION GRADE LED 8W--3" DOWN LIGHT "ELITE LIGHTING" RL372 CEILING RECESSED120V LC $ $ $ 3 4 $D $D3 PC OS MS RP D SINGLE POLE TOGGLE SWITCH, 36"-48" A.F.F. THREE WAY SWITCH 20 AMP, 36"-48" A.F.F. FOUR WAY SWITCH 20 AMP, 36"-48" A.F.F. DIMMER SWITCH, SWITCH TYPE TO CORRESPOND WITH CONNECTED FIXTURES, 36"-48" A.F.F. THREE WAY DIMMER SWITCH, 36"-48" A.F.F. 0-2 HR. MANUAL BY-PASS TIMER FOR LTG.,ZONE CONTROL. PROVIDE AS REQUIRED BY CEC FOR ELECTRIC METERED SPACE OF GREATER THAN 5000 S.F. OCCUPANCY SENSOR, PROVIDE DEVICES SENSING ENTIRE ENCLOSED AREA WHERE THE DEVICES ARE LOCATED OR FIXTURES / AREA AS SHOWN ON LIGHTING PLAN MOTION SENSOR, PROVIDE DEVICES SENSING ENTIRE ENCLOSED AREA WHERE THE DEVICES ARE LOCATED OR FIXTURES / AREA AS SHOWN ON LIGHTING PLAN PHOTOCELL / DAYLIGHT SENSOR CONTROL RELAY PACK FOR LIGHTING / RECEPTACLES AUTOMATIC TIME SWITCH FOR LIGHTING CONTROL. DEMAND RESPONSE FOR LIGHTING CONTROL. CONTROL DEVICES LEGEND:LIGHTING NOTES AND LEGENDS: EM EMERGENCY LIGHT WITH 90 MINUTE BATTERY BACKUP OR UNIT MOUNTED EMERGENCY INVERTER. PROVIDE UNSWITCHED HOT WIRE AS NOTED. THE LIGHTING PLAN IS LIMITED TO PROVIDING CODE COMPLIANCE AND LIGHTING FIXTURE POWER SUPPLIES. CONTRACTOR TO OBTAIN LIGHTING CONTROL LAYOUT FROM MANUFACTURER FOR ALL REQUIRED DEVICES & WIRING. INCLUDE ALL EXTENDED WORK IN BIDDING. PROVIDE 6' OF FLEX METAL WIRE FROM LIGHTING FIXTURE TO J-BOX ABOVE FIXTURE. PROVIDE 90 MINUTES BATTERY BACKUP FOR EXIT SIGN. PROVIDE LOW LEVEL EXIT SIGN AS REQUIRED BY FIRE DEPARTMENT OR C.B.C. 1011.6 & 1011.7 FIXTURE SHALL HAVE MINIMUM 60 LUMENS/WATT EFFICIENCY, AND BALLAST AND LAMP SHALL BE ENERGY SAVING TYPE U.O.N. VERIFY WITH OWNER OR ARCHITECT FOR NIGHT LIGHT REQUIREMENT. LIGHTING SWITCH TO BE 36"-48" A.F.F. U.O.N.. RUN LIGHTING CIRCUITS THROUGH CONTROL DEVICES. PROVIDE UNCONTROLLED HOT WIRE FOR EXIT SIGN, EMERGENCY LIGHT, AND LIGHTING CONTROL DEVICES. EXISTING POWER FOR SIGN TO REMAIN, FIELD VERIFY. DISCONNECT & J-BOX FOR SIGN. PROVIDE DEDICATED NEUTRAL FOR ALL SIGNS. FIELD VERIFY J-BOX/SIGN LOCATION AND REQUIREMENTS WITH OWNER. EXISTING EXHAUST FAN TO REMAIN, FIELD VERIFY. CONNECT TO RESTROOM LIGHTING CIRCUIT. 0.1 0.2 0.3 0.4 0.5 0.6 1 2 J$ LIGHTING CONTROL PER APPLICATION RETAIL MA N U A L S W I T C H (O N / O F F O R D I M M I N G ) RE M O T E S W I T C H W I T H AN N U N C I A T I O N TI M E C L O C K & OV E R R I D E S W I T C H OC C U P A N C Y S E N S O R FU L L O F F OC C U P A N C Y S E N S O R PA R T I A L O F F DA Y L I G H T S E N S O R ON / O F F DA Y L I G H T S E N S O R DI M M I N G RE C E P T A C L E C O N T R O L TI M E C L O C K ( H O L I D A Y O F F ) & O V E R R I D E S W I T C H PH O T O C O N T R O L TI M E C L O C K AS T R O N O M I C A L T I M E SW I T C H MO T I O N S E N S O R SPACE / LIGHTING TYPE CONTROL TYPE INDOOR OUTDOOR X X RESTROOM X X VA C A N C Y S E N S O R MA N U A L S W I T C H (O N / O F F ) DE M A N D R E S P O N S E CA R D K E Y C O N T R O L / AU T O M A T I C V A C A N C Y O F F OFFICE X X X L03 L02 L05 L01 L02 LED 15W--4" FIRE RATED DOWN LIGHT "ELITE LIGHTING" FS-RL441 CEILING RECESSED120V L03 LED 8W--3" GIMBAL DOWN LIGHT "ELITE LIGHTING" RL373 CEILING RECESSED120V L05 LED 9W--4" GIMBAL DOWN LIGHT "ELITE LIGHTING" RL473 CEILING RECESSED120V J$ J$ INTERIOR SIGN X $b $Da $Dc LC LP-9 LP-15 9a OS 9b 9b 9a 9a 9a 9a9a9a 9a 9a9a 9a 9 9c 9c 9c 9c 15f 15f 15e 15e 15e15e 15e 15e 15e 15e 15e 15e 15e 15e 15e 15e 15e 15e 15e 15e 15e 15e15e 15e 15e 15e 15e 15e 15e 15e 15e 15e 15e 15e 15e 15g 15g 15g 15g 15g 15g 15g 15g 15g 15g 15g 15g 15g 15g 15g 15g 15g 15g 15g 15 15g 15g 15g 15g 15g 15g 15g 15g 15g $h 15h 1 1 2 2 $De $f $Dg LP-10 3 3 1 LED 5W--EXIT SIGN W/ 90 MIN. BATTERY BACKUP SURFACE120V "LITHONIA LIGHTING" EDG 1 R ELA LED 5W--EMERGENCY LTG W/ 90 MIN.BATTERY BACK-UP SURFACE120V "LITHONIA LIGHTING" EML4LB 15 9 15 9a9a 4 4 15e 15e 15e 15g 9a9a 9a 9b AREA: SHEET TITLE: WESTFIELD SANTA ANITA SPACE #A16 400 SOUTH BALDWIN AVENUE ARCADIA, CA 91007 PROJECT NO: SCALE: DATE: DRAWN BY: REVIEWED BY: SHEET NO: TRAYS: REVISION: Tel:(909)396-8168, Fax:(909)396-8169, E-mail:hyc@hycengineer.com 660 N. Diamond Bar Blvd., #128, Diamond Bar, California 91765 HYC CONSULTING ENGINEERS, Inc. C26020 AS SHOWN June 10, 2026 1 CITY 6/8/26 C.T. E-3 LIGHTING PLAN F:\PROJECTS\2026\C2026 - HYC\C26020 (Chow Tai Fook Jewelry Store Arcadia)\C26020 ELEC.dwg, 6/10/2026 4:00:28 PM T24 2025 COMPLIANT SEQUENCE OF OPERATION: 1. AUTOMATIC SHUTT-OFF VIA ASTRONOMICAL TIME CLOCK CONTROLS (AT THE FRESCO TOUCHSCREEN) WITH 2-HOUR BLINK WARNING . 2. MANUAL OVERRIDE OF THE LIGHTING LOAD IS PROVIDED BY THE FRESCO TOUCHSCREEN SWITCH LOCATED AT THE BACK OF HOUSE. SYSTEM NOTES 1. nLIGHT PHASE DIMMER CAPACITY FOR nSP5 PCD ELV 120 IS 475W@120VAC. 2. MINIMUM LOAD PER PHASE DIMMER IS 7W. 3. nLIGHT 0-10VDC nPP16 D IS FULLY RATED AT 16A @120VAC/277VAC. 3. SYSTEM STARTUP/PROGRAMMING/TRAINING SHALL BE PERFORMED BY FACTORY AUTHORIZED TECHNICIAN/REPRESENTATIVE. 4. IF THE FRESCO SYSTEM IS CONNECTED ONLINE TO THE BUILDING LOCAL LAN, THE AUTHORIZED USER CAN ACCESS LIGHTING CONTROL SYSTEM DIMMING CHANNELS AND SCENES VIA FRESCO MOBILE APP INSTALLED ONTO THEIR APPLE IPAD (PROVIDED BY OTHERS/USER). Lights On N.T.S. C.E.C. MANDATORY LIGHTING/OUTLET CONTROL SYSTEM E-4 A AUTOMATIC SHUT OFF CONTROL: ALL INTERIOR LIGHTS WITHOUT OCCUPANCY SENSOR CONTROL SHALL BE CONTROLLED BY TIMER AND 2-HR OVERRIDE SWITCH (SEC. 130.1(c)) LIGHTING CONTROL SUPPLIER: SAM HIN CONTROLS SPECIALIST PERFORMANCE LIGHTING SYSTEM DIRECT: 949-878-9074 EMAIL: SAMH@PERFORMANCELTG.COM EMAIL:CONTROLS@PERFORMANCELTG.COM NOTE: 1. LIGHTING CONTROL SYSTEM MANUFACTURER & MODEL IS FOR REFERENCE ONLY. LIGHTING CONTROL SYSTEM SHALL BE SELECTED BY OWNER OR ARCHITECT. AREA: SHEET TITLE: WESTFIELD SANTA ANITA SPACE #A16 400 SOUTH BALDWIN AVENUE ARCADIA, CA 91007 PROJECT NO: SCALE: DATE: DRAWN BY: REVIEWED BY: SHEET NO: TRAYS: REVISION: Tel:(909)396-8168, Fax:(909)396-8169, E-mail:hyc@hycengineer.com 660 N. Diamond Bar Blvd., #128, Diamond Bar, California 91765 HYC CONSULTING ENGINEERS, Inc. C26020 AS SHOWN June 10, 2026 1 CITY 6/8/26 C.T. E-4 LIGHTING CONTROL, PANEL SCHEDULE F:\PROJECTS\2026\C2026 - HYC\C26020 (Chow Tai Fook Jewelry Store Arcadia)\C26020 ELEC.dwg, 6/10/2026 4:00:30 PM AREA: SHEET TITLE: WESTFIELD SANTA ANITA SPACE #A16 400 SOUTH BALDWIN AVENUE ARCADIA, CA 91007 PROJECT NO: SCALE: DATE: DRAWN BY: REVIEWED BY: SHEET NO: TRAYS: REVISION: Tel:(909)396-8168, Fax:(909)396-8169, E-mail:hyc@hycengineer.com 660 N. Diamond Bar Blvd., #128, Diamond Bar, California 91765 HYC CONSULTING ENGINEERS, Inc. C26020 AS SHOWN June 10, 2026 1 CITY 6/8/26 C.T. E-5 ENERGY COMPLIANCE F:\PROJECTS\2026\C2026 - HYC\C26020 (Chow Tai Fook Jewelry Store Arcadia)\C26020 ELEC.dwg, 6/10/2026 4:00:33 PM AREA: SHEET TITLE: WESTFIELD SANTA ANITA SPACE #A16 400 SOUTH BALDWIN AVENUE ARCADIA, CA 91007 PROJECT NO: SCALE: DATE: DRAWN BY: REVIEWED BY: SHEET NO: TRAYS: REVISION: Tel:(909)396-8168, Fax:(909)396-8169, E-mail:hyc@hycengineer.com 660 N. Diamond Bar Blvd., #128, Diamond Bar, California 91765 HYC CONSULTING ENGINEERS, Inc. C26020 AS SHOWN June 10, 2026 1 CITY 6/8/26 C.T. E-6 EMERGENCY PHOTOMETRIC PLAN 0.4 0.8 0.7 1.8 2.1 1.2 1.1 2.3 4.2 2.3 1.9 0.9 1.6 2.1 4.4 1.4 2.3 2.6 3.0 1.9 2.0 0.9 0.3 0.5 0.6 0.5 0.4 3.6 1.1 0.3 0.9 1.6 0.9 0.5 2.1 1.1 0.4 1.3 3.4 1.5 0.7 1.1 0.8 0.9 2.7 1.6 1.5 1.8 1.0 1.1 1.6 4.0 2.6 1.2 0.8 1.3 1.1 0.7 0.2 0.2 0.2 4.8 4.1 A A A A AA LUMINAIRE SCHEDULE Symbol Label Qty File Lumens LLF WattsCatalog Number Description Lamp A 6 ELM4L.ies 345 1.00 2.5ELM4LELM4L SP640L ONE 3.3-WATT LED STATISTICS Description Symbol Avg Max Min Max/Min Avg/Min Calc Zone #1 Calc Zone #2 1.9 fc 4.8 fc 0.2 fc 24.0:1 9.5:1 1.4 fc 4.1 fc 0.2 fc 20.5:1 7.0:1 EMERGENCY PHOTOMETRIC PLAN SCALE:1/4"=1'-0" 1 F:\PROJECTS\2026\C2026 - HYC\C26020 (Chow Tai Fook Jewelry Store Arcadia)\C26020 ELEC.dwg, 6/10/2026 4:00:37 PM AW M-1 MECHANICAL LEGEND, NOTE, & SCHEDULE CONDENSATE DRAIN SMOKE DETECTOR OVERFLOW DRAIN S TYPICAL DRAWING DOWN SUPPLY AIR DUCT RETURN AIR DUCT EXHAUST AIR DUCT OUTSIDE AIR DUCT TRANSITION - RECTANGULAR TO RECT- TRANSITION - RECTANGULAR TO ROUND ELBOW W/TURNING VANE LINED DUCT, DUCT SIZE WITH L FOR RISE IN DIRECTION OF AIRFLOW DROP IN DIRECTION OF AIRFLOW DUCT ENCLOSURE IN GYPSUM BOARD FOR 2 HOURS RATING FLEXIBLE DUCT SUPPLY AIR DUCT - SECTION RETURN, EXHAUST, OR OUTSIDE AIR DUCT ROUND DUCT OR STACK - SECTION 12"X 12" NECK PERFORATED CEILING 6"X 6" PERFORATED CEILING REGISTER, DIFFUSER, 360 CFM OAOA T 150 CD 12X12CD 6X6R 360 150 CFM -SECTION THERMOSTAT WITH AUTOMATIC CHANGE-OVER D D R R 6X6L (L)SINGLE LINE ANGULAR GENERAL NOTES SINGLE SYMBOL DOUBLE RA EAD SA ABBREVI- RA EAD SA ATION LEGEND & VENTED LOCKABLE CLEAR COVER 1.THE DRAWINGS, SPECIFICATIONS AND GENERAL NOTES DESCRIBE THE RECOMMENDED SCOPE OF WORK AND THE DOCUMENTS SHALL BE USED FOR THE PURPOSE OF BIDDING, BUILDINGS DEPARTMENT REVIEW, AND TO SECURE THE NECESSARY CONSTRUCTION PERMIT ONLY. CONTRACTOR SHALL PROVIDE CONSTRUCTION DRAWINGS AND OBTAIN WRITTEN APPROVAL OF ALL INSPECTION AUTHORIZED GOVERNMENTAL AGENCIES AND UTILITY COMPANIES PRIOR TO START OF AFFECTED WORK. 2.ALL MECHANICAL WORK SHALL COMPLY WITH LOCAL APPLICABLE CODE AND 2025 CALIFORNIA MECHANICAL CODE. 3.COORDINATE ALL MECHANICAL WORK W/ARCHITECTURAL, ELECTRICAL STRUCTURAL, SUBCONTRACTOR & OTHER TRADES TO AVOID INTERFERENCES. 4.COORDINATE LOCATIONS OF OPENING THROUGH FLOOR, WALL & ROOF W/ARCHITECTURAL, ELECTRICAL & STRUCTURAL DRAWINGS. 5.SEAL & TAPE ALL OPENINGS IN DUCTWORK AIRTIGHT AFTER TESTING. 6.ALL SIZES FOR DUCT, GRILLE, REGISTER, DIFFUSER & LOUVER SHALL BE IN INCHES. 7.CHECK & VERIFY ALL FIELD CONDITIONS & ACTUAL DIMENSIONS BEFORE PREPARING SHOP DRAWINGS & BEGINNING INSTALLATION NOTIFY ARCHITECT IMMEDIATELLY OF AND ALL DISCREPANCIES. 8.TEST & BALANCE ALL EXHAUST SYSTEM ACCORDING TO CFM INDICATED ON PLANS. 9.ALL APPLIANCE AND PLUMBING VENTS SHALL BE AT LEAST TEN (10) FEET IN A HORIZONTAL DIRECTION, OR THREE (3) FEET ABOVE THE OUTSIDE-AIR INTAKES FOR HVAC UNITS. 10.MECHANICAL MATERIAL STANDARD SHALL BE LISTED AND LABELING TO COMPLY WITH TABLE 1701. 11.FACTORY MADE AIR DUCTS SHALL COMPLY WITH REFERENCE STANDARD CHAPTER 17. SUPPORT OF DUCTS, INSTALLER SHALL PROVIDE THE MANUFACTURER'S FIELD FABRICATION AND INSTALLATION INSTRUCTIONS. 12.MAXIMUM LENGTH OF FLEXIBLE FUCT AND CONNECTORS SHALL NOT BE MORE THAN 5 FEET. FLEXIBLE DUCTS SHALL NOT BE USED IN LIEU OF RIGID ELBOWS. NO. EQUIPMENT SCHEDULE DESCRIPTION AREA: SHEET TITLE: WESTFIELD SANTA ANITA SPACE #A16 400 SOUTH BALDWIN AVENUE ARCADIA, CA 91007 PROJECT NO: SCALE: DATE: DRAWN BY: REVIEWED BY: SHEET NO: TRAYS: REVISION: Tel:(909)396-8168, Fax:(909)396-8169, E-mail:hyc@hycengineer.com 660 N. Diamond Bar Blvd., #128, Diamond Bar, California 91765 HYC CONSULTING ENGINEERS, Inc. C26020 AS SHOWN June 9, 2026 H.C. UNIT APPROX. WEIGHT = 444 LBS EXISTING SPLIT HEAT PUMP UNIT "CARRIER" MODEL NO. 38AUQ007 66,500 BTUH ARI RATED COOLING CAPACITY, EER=11.0 66,000 BTUH HEATING CAPACITY, COP=3.3 @ 47°F ELECTRICAL: 460V-3PH-60HZ SHP OUTDOOR TEMPERATURE. MIN. CIRCUIT AMPACITY = 15.0 AMPS MAX. OVERCURRENT PROTECTION = 20 AMPS INSULATED, UNIT SHALL BE INCLUDE PRIMARY DRAIN , SECONDARY DRAIN AND MERV13 AIR FILTER. UNIT SHALL BE HORIZONTAL WITH DRAIN PAN AND FULLY EXISTING FAN COIL UNITFC "CARRIER" MODEL 40RUQ007 UNIT SHALL DELIVER 2,300 CFM @ 0.5" ESP 2-1/2 HP FAN MOTOR MIN. OSA SETTING = 500 CFM ELECTRICAL: 460V-3Ø-60HZ UNIT APPROX WEIGHT = 522 LBS 1 1 (EXISTING) REFRIGERANT: R-410A SPLIT HEAT PUMP WIRING DIAGRAM RECOMENDATION WIRE PER MANUFACTURE'S AUTO CHANGE OVER T-STATE WITH FAN & SYSTEM OFF SWITCH NOT TO SCALE BY ELECTRICAL CONTRACTOR BY MECHANICAL CONTRACTOR BY ELECTRICAL CONTRACTOR BY MECHANICAL CONTRACTOR M E 24V SHP M FC M DISC.E OR AS SHOWN ON DWG 460V/3Ø DISC.E 7-DAY TIME CLOCK E M 120V/1Ø POC POINT OF CONNECTION DN. DWG OD SD TYP. OR AS SHOWN ON DWG 460V/3Ø HVAC FLOOR PLAN SCALE:1/4"=1'-0" NOTES: EXISTING SA / RA MAIN DUCT. FIELD VERIFY EXACT SIZE, & LOCATION. 1 2 3 4 PROPOSED DUCT CONNECT TO EXISTING SA / RA MAIN DUCT. FIELD VERIFY EXACT SIZE, & CONDITION. 5 EXISTING OSA MAIN DUCT BY LANDLORD. FIELD VERIFY EXACT SIZE, & 6 RELOCATED THERMOSTAT TO BE MOUNTED AT 45" CENTER LINE A.F.F.. EXISTING RESTROOM WITH EXISTING EXHAUST FAN TO REMAIN. FIELD VERIFY EXACT CONDITION, REPLACE TO NEW IF NECESSARY. MIN. 75 LOCATION. FIELD VERIFY EXACT CONDITION, REPLACE TO NEW IF NECESSARY. CFM REQUIRED. FC 1 SHP 1 7 EXISTING SPLIT HEAT PUMP UNIT ON ROOF TO REMAIN. FIELD VERIFY EXACT LOCATION, CONDITION, PROVIDER SERVICES TO MAINTAIN PROPER WORKING CONDITION. EXISTING FAN COIL UNIT TO REMAIN. FIELD VERIFY EXACT LOCATION, CONDITION, PROVIDER SERVICES TO MAINTAIN PROPER WORKING CONDITION. REPLACE TO MERV13 FILTERS AFTER FINAL INSPECTION. (ON ROOF) EXISTING 3/4" CONDENSATE DRAIN TO REMAIN. L0 6 L01 L01 L01 L02 L02 L02 L02 L02 L05 L05 L05 L0 5 L05 L05 L0 5 L0 5 L05 L05 L05 L05 L05 L05 L05 L05 L05 L05 L05 L05 L05 L0 5 L05 L0 5 L05 L05 L05 L05 L01 L01 L01 L03 L03 L02 L02 L02 L02 L02 L02 L02 L02 L03 L03 L02 L02 L01 L01 L02 L02 S SL02L02L02 L03 L03 S L02 L02 L02 L02 L02 L02 L02 L02 L02 L02 S A/C A/C A/C A/C A/C L05L05 (E) E X I T (E) BULKHEAD SOFFIT (E) STOREFRONT SOFFIT EX I T (E) T-BAR CEILING (N) T-BAR CEILING (E) DRYWALL CEILING A/C A/C A/C A/ C A/ C A/C L02L02 L02L02L02 L02L02L02 L02L02 L02L02 L02L02 (E) T-BAR CEILING (E) T-BAR CEILING (E) PRE-FAB DUCTWORK (E) T-BAR CEILING (E) PRE-FAB DUCTWORK 200 CFM 4'-0" LINEAR SUPPLY DIFFUSER 3/4" SLOT, 2 SLOT (TYP. FOR 11, PRICE SDS OR EQUAL) 200 CFM 200 CFM 200 CFM 200 CFM 150 CFM 8"x8" CD 200 CFM 10"x10" RR 200 CFM 200 CFM 175 CFM 175 CFM 200 CFM 200 CFM 4'-0" LINEAR RETURN DIFFUSER 3/4" SLOT, 2 SLOT (TYP. FOR 8, PRICE SDR OR EQUAL) 200 CFM 200 CFM 200 CFM 200 CFM 150 CFM 150 CFM 150 CFM 150 CFM 200 CFM (E)22"x14" (E)22"x14" P.O.C.P.O.C. 8"Ø 8"Ø 8"Ø 8"Ø 8"Ø 8"Ø 8"Ø 8"Ø 8"Ø 8"Ø 8"Ø 12"Ø14"Ø14"x14"20"x14"18"x14"22"x14"22"x14" 8"Ø 8"Ø 8"Ø 8"Ø 12"Ø12"Ø14"Ø16"x14" 20"x14"8"Ø8"Ø8"Ø 8"Ø 8"Ø 8"Ø 10"Ø (E) OSA (E) OSA (E) OSA (E)12"Ø (OSA) 1 8"Ø 2 2 3 3 5 5 6 1 7 4 AW M-2 HVAC PLAN AREA: SHEET TITLE: WESTFIELD SANTA ANITA SPACE #A16 400 SOUTH BALDWIN AVENUE ARCADIA, CA 91007 PROJECT NO: SCALE: DATE: DRAWN BY: REVIEWED BY: SHEET NO: TRAYS: REVISION: Tel:(909)396-8168, Fax:(909)396-8169, E-mail:hyc@hycengineer.com 660 N. Diamond Bar Blvd., #128, Diamond Bar, California 91765 HYC CONSULTING ENGINEERS, Inc. C26020 AS SHOWN June 9, 2026 H.C.