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HomeMy WebLinkAbout400 S Baldwin Ave - 2026 - Boxlunch- ----- XXX'-X" ELEVATION NUMBER SHEET NUMBER DETAIL, SECTION OR PLAN NUMBER WALL SECTION NUMBER, BUILDING SECTION LETTER SHEET NUMBER DETAIL NUMBER SHEET NUMBER KEY NOTE NUMBER DOOR NUMBER REVISION NUMBER INTERIOR FINISH NUMBER ROOM NAME ROOM NUMBER ELEVATION DATUM POINT SYMBOLOGY / LEGEND: ABOVE FINISHED FLOOR CONCRETE MASONRY UNIT FIRE RETARDANT TREATED EXPANSION JOINT HEATING/VENTILATION/ GENERAL CONTRACTOR AIR CONDITIONING ARCHITECT (URAL) APPROXIMATE ACOUSTICAL TILE ALTERNATE ADJACENT CLEAR (ANCE) CEILING HEIGHT CONSTRUCTION CLOSET COLUMN BLOCKING CEILING DISPENSER DRAWING CERAMIC TILE DIAGONAL DIAMETER DIFFUSER DIMENSION CENTER CORRIDOR COORDINATE EQUIPMENT EXHAUST FIREPROOFING FINISH (ED) FLUORESCENT FLOOR DRAIN ELECTRIC PANEL EXISTING ELECTRICAL ELEVATION HOT WATER HORIZONTAL HOLLOW METAL HOLLOW CORE FURRED (ING) GALVANIZED GAUGE GYPSUM BOARD GALV. H.M. H.W. HORIZ. GYP. BD. H.V.A.C. G.C. H.C. EXIST FP. F.D. F.R.T. FLUOR. GA. FURR. EQUIP. EXH. EXP. JT. FIN. DR. DOOR DWG. E.P. ELEC. ELEV. DIAG. DISP. DIA. DIF. DIM. DET. CTR. C.T. CORR. COORD. DETAIL CLR. CLO. COL. C.M.U. CONST. BLKG. CLG.HT. BD. CLG. BOARD ARCH. APPROX. BLK.BLOCK AC.T. ADJ. ALT. A.F.F. IN.(") INCH REVISION (S), REVISED VINYL COMPOSITION TILEV.C.T. VERIFY IN FIELD WEATHER STRIPPING WATERPROOF(ING) WITHOUT WOOD WATER CLOSET W/O WD. W/ WS. WP. V.I.F. W.C. WITH ROUGH OPENING STAINLESS STEEL STANDARD SHEET SIMILAR SOLID CORE SUSPENDED STORM DRAIN STRUCTURAL STORAGE STEEL TYPICAL TELEPHONE TO BE DETERMINED TUBE STEEL VESTIBULE VERTICAL UNLESS NOTED OTHERWISE STRUCT. VEST. TYP. VERT. U.N.O. TS. SUSP. TEL. T.B.D. S.C. STD. STL. S.S. S.D. STO. R.O. SHT. SIM. REV. MEZZANINE NUMBER NOT TO SCALE MISCELLANEOUS MINIMUM, MINUTE NOT IN CONTRACT PLUMBING OPPOSITE ON CENTER (S) PLASTIC LAMINATE PLYWOOD POLYVINYL CHLORIDE RETURN AIR PROJECT MANAGER REFLECTED CEILING PLAN REINFORCE (D), (ING) REQUIRED REGISTER REFERENCE PLBG. REG. REINF. REQ'D. (REQ.) REF. R.A. R.C.P. PWD. PVC. P.M. NO. or # O.C. OPP.P.L. N.T.S. MIN. (') MISC. MEZZ. N.I.C. METAL MECHANIC (AL) MANUFACTURE (R) INTERIORINT. JT. MTL. MECH. MFR. JOINT O.F.C.I. O.F.O.I. ELECTRIC WATER COOLERE.W.C. FIRE EXTINGUISHERF.E. INSTALLED OWNER FURNISHED OWNER INSTALLED ABOVE FINISHED CEILINGA.F.C. ABBREVIATIONS SITE LOCATION PLAN SPACE LOCATION SHEET INDEX: - SIGNAGE - FIRE SPRINKLER SYSTEM - FIRE ALARM SYSTEM -SHELVING/RACKING PROJECT DATA BOX LUNCH STORE NUMBER: 4819 GENERAL NOTES BOX LUNCH PRE/POST PUNCHLIST 1. DOES FRONT DOOR/ BACK DOOR HAVE A 7-PIN CYLINDER FOR BL PROVIDED CORES? 2. IF NOT EXISTING, GC TO FURNISH AND INSTALL A PEEP HOLE AT 5'-0" AFF IN BACK DOOR 3. GC TO INSTALL A PRY PLATE ON BACKDOOR IF NOT EXISTING 4. GC TO FURNISH AND INSTALL A NEW BATTERY FOR THE DETEX IN BACK DOOR 5. GC TO INSTALL 2 INK TAG DETACHERS IN CASHWRAP6. CORK BOARDS TO BE INSTALLED IN THE BACK ROOM/HALLWAY BY GC AT STORE OPERATIONS DISCRETION 7. ADA STICKERS AND SIGNS TO BE INSTALLED BY GC ON CASHWRAP, FRONT WINDOW, AND FITTING ROOM 8. LOCKING COVER ON THERMOSTAT 9. GC TO SUPPLY 8 KEYS FOR FITTING ROOM DOORS (IF MULTIPLE FITTING ROOMS, EACH DOOR IS TO BE KEYED ALIKE) 10. GC TO CAULK AROUND FITTING ROOM BENCHES AND BASE BOARDS WITH CLEAR SILICONE 11. HANGER TITE TO BE INSTALLED IN BACKROOM PER BL OPERATIONS TEAM DIRECTION 12. IF WE ARE REUSING AN ADA FITTING ROOM, GC TO ADD A FITTING ROOM HOOK AT 48" NEXT TO FITTING ROOM BENCH 13. SLATWALL SCREW CHECK. MAKE SURE HARDWARE SLIDES FLUSH ALONG SLATS WHERE SCREW HEADS STICK OUT. SIGNAGE SYSTEM IS NOT WITH IN THE SCOPE OF THIS PERMIT. SUBMIT DRAWINGS TO LOCAL JURISDICTION FOR REVIEW & APPROVAL IN ACCORDANCE WITH LOCAL CODES AND ORDINANCES PRIOR TO INSTALLATION. DEFERRED SUBMITTALS PROJECT NAME:PROJECT DESCRIPTION:DETAILED SCOPE OF WORK CLOTHING SALES (RETAIL) - NEW TENANT BUILD OUT PROJECT SCOPE: BOX LUNCH BUILD OUT ON 1ST FLOOR OF EXISTING BUILDING. INSTALL TENANT FIXTURES, LIGHTING & TRACK LIGHTING. RECLAD/REUSE PART OF EXISTING STOREFRONT, EXISTING ENTRY AND STOREFRONT GLAZING. EXISTING RESTROOM TO REMAIN, REUSE MECHANICAL EQUIPMENT WITH NEW DISTRIBUTION. NEW FITTING ROOM. 400 S BALDWIN AVENUE SPACE T6 ARCADIA, CA 91007 THE SHOPS SANTA ANITA SIGNAGE FINISH TAG 1. TENANT'S GENERAL CONTRACTOR SHALL VISIT THE PREMISES AND VERIFY ALL EXISTING CONDITIONS PRIOR TO START OF CONSTRUCTION AND SHALL REPORT ALL DISCREPANCIES TO TENANT'S ARCHITECT. 2. TENANT'S GENERAL CONTRACTOR SHALL CONFORM TO ALL REQUIREMENTS REGARDING CONSTRUCTION PROCEDURES, INSURANCE, ETC., AS SET FORTH BY THE LANDLORD. 3. CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL PERMITS & INSPECTIONS REQUIRED FOR CERTIFICATE OF OCCUPANCY. 4. ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF FEDERAL, STATE, AND LOCAL CODES, LAWS, RULES, & REGULATIONS OF ALL LEGALLY CONSTITUTED PUBLIC AUTHORITIES HAVING JURISDICTION. IN CASE OF CONFLICT BETWEEN REQUIREMENTS, THE MOST RESTRICTIVE SHALL APPLY. 5. THE CONTRACTOR IS RESPONSIBLE TO PROVIDE TEMPORARY SHORING AND BRACING FOR ALL STRUCTURAL ELEMENTS AS REQUIRED UNTIL NEW STRUCTURAL MEMBERS ARE PERMANENTLY INSTALLED, WHETHER INDICATED ON THE DRAWINGS OR NOT. IF THE CONTRACTOR IS UNSURE WHETHER OR NOT TO PROVIDE TEMPORARY SHORING AND BRACING HE/SHE SHALL ASK THE ARCHITECT OR STRUCTURAL ENGINEER, IN WRITING, PRIOR TO COMMENCEMENT OF WORK. 6. CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS AND CRITICAL DIMENSIONS PRIOR TO COMMENCEMENT OF WORK, AND SHALL NOTIFY OWNER & ARCHITECT OF ANY DISCREPANCIES PRIOR TO PROCEEDING WITH WORK. 7. CONTRACTOR TO VERIFY FIT & FINISH REQUIREMENTS FOR ALL PROJECT COMPONENTS, WITH OWNER, PRIOR TO ORDERING MATERIALS. REPORT CONFLICTING INFORMATION TO OWNER PRIOR TO PROCEEDING WITH WORK. 8. CONTRACTOR SHALL DISPOSE OF ALL DEMOLITION & CONSTRUCTION DEBRIS AS REQUIRED BY FEDERAL, STATE AND LOCAL ORDINANCES. 9. CONTRACTOR SHALL STENCIL/LABEL ON ALL RATED WALLS IN CONCEALED AREAS THE FOLLOWING: "FIRE AND SMOKE BARRIER -- PROTECT ALL OPENINGS." 10.BY THE USE OF THE DRAWINGS FOR CONSTRUCTION OF THE PROJECT, THE OWNER REPRESENTS THAT HE/SHE HAS REVIEWED AND APPROVED THE DRAWINGS, AND THAT THE CONSTRUCTION DOCUMENT PHASE OF THE PROJECT IS COMPLETE. 11.CONTRACTOR SHALL COORDINATE THEIR WORK WITH ALL OTHER CONTRACTORS FURNISHING THE LABOR, MATERIALS, AND ALL WORK, SO THAT THE WORK AS A WHOLE SHALL BE EXECUTED AND COMPLETED WITHOUT CONFLICT OR DELAY. 12.CONTRACTOR SHALL COORDINATE THE REQUIREMENTS OF ANY AND ALL DRAWINGS INCLUDING ARCHITECTURAL, MECHANICAL, PLUMBING, AND ELECTRICAL. ANY CONFLICTS SHALL BE BROUGHT TO THE ATTENTION OF THE OWNER & ARCHITECT PRIOR TO ANY WORK. 13.IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO ACQUAINT HIM/HERSELF WITH THE DIMENSIONS OF ALL EQUIPMENT INCLUDED IN THIS PROJECT SO THAT PREPARATIONS CAN BE MADE TO PROVIDE ENTRY INTO THE FACILITY WITH SUFFICIENT CLEARANCE, AND TO ENSURE THAT ADEQUATE FLOOR SPACE IS AVAILABLE. 14.CONTRACTOR SHALL NEVER SCALE DRAWINGS. LOCATIONS FOR ALL PARTITIONS, WALLS, CEILINGS, ETC. WILL BE DETERMINED BY DIMENSIONS ON DRAWINGS. ANY SUCH DIMENSIONS MISSING FROM THE PLANS MUST BE BROUGHT TO THE ATTENTION OF THE OWNER & ARCHITECT IMMEDIATELY. 15.THE CONTRACTOR SHALL ADHERE TO THE DRAWINGS AND SPECIFICATIONS. SHOULD ANY ERROR OR INCONSISTENCY APPEAR REGARDING THE TRUE MEANING AND/OR INTENT OF THE DRAWINGS OR SPECIFICATIONS, THE CONTRACTOR SHALL IMMEDIATELY REPORT SAME TO THE ARCHITECT WHO WILL MAKE ANY NECESSARY CLARIFICATION, INTERPRETATION, OR REVISION AS REQUIRED. 16. IF THE CONTRACTOR DISCOVERS AN ERROR OR INCONSISTENCY AND PROCEEDS WITH WORK WITHOUT NOTIFYING THE OWNER & ARCHITECT OF ANY SUCH DISCREPANCIES, THEY SHALL ASSUME ALL CHARGES AND MAKE ANY CHANGES TO THEIR WORK MADE NECESSARY BY THEIR FAILURE TO OBSERVE AND/OR REPORT THE CONDITION. 17. IF THE INTENT OF THE DRAWINGS & SPECIFICATIONS ARE UNCLEAR, THE CONTRACTOR SHALL ASK THE ARCHITECT FOR CLARIFICATION, PRIOR TO PROCEEDING WITH WORK, IN THE FORM OF A WRITTEN R.F.I (REQUEST FOR INFORMATION). THE ARCHITECT SHALL THEN RESPOND IN WRITING TO ALL APPROPRIATE PARTIES. 18.CONTRACTOR SHALL PROVIDE ADEQUATE PROTECTION OF WORK, MATERIALS, FIXTURES, ETC. IN LEASED SPACE FROM LOSS, DAMAGE, FIRE, THEFT, ETC. 19.WHEREVER THE TERM "OR EQUAL" IS USED, IT SHALL MEAN EQUAL PRODUCT AS APPROVED IN WRITING BY ARCHITECT. 20. IF THE CONTRACTOR PROPOSES A MATERIAL OR EQUIPMENT SUBSTITUTION THEY SHALL PROVIDE ALL APPROPRIATE DOCUMENTATION AND INFORMATION REQUIRED FOR THE ARCHITECT TO DETERMINE WHETHER OR NOT THE SUBSTITUTION IS EQUAL TO THE SPECIFICATION. 21. CONTRACTOR SHALL PROVIDE AND INSTALL ALL NECESSARY INWALL FRAMING REQUIRED TO CARRY SHELF, HANGING, AND VALANCE LOADS, RAILINGS, ETC. AS PER PLANS. 22. PROJECT SHALL BE LEFT CLEANED AND POLISHED AFTER COMPLETION OF WORK. 23. THE CONTRACTOR SHALL VERIFY LOCATIONS OF ALL EQUIPMENT AND COORDINATE LOCATION OF FLOOR SINKS, FLOOR DRAINS, SLOPES/SLAB DEPRESSIONS AND RAISED CURBS, ELECTRICAL, AND PLUMBING STUB OUTS, AND ALL OTHER WORK UNDER THIS SCOPE OF RESPONSIBILITY RELATED TO THIS EQUIPMENT SUPPLIER FOR SPECIFIC REQUIREMENTS & REFERENCES. 24. CONTRACTOR IS RESPONSIBLE FOR RECEIVING, UNLOADING, UNCRATING, INSTALLATION AND HOOK-UP OF ALL EQUIPMENT AND OTHER OWNER FURNISHED ITEMS. 25. CONTRACTOR SHALL REFER TO THESE DOCUMENTS, AS WELL AS SPECIFICATIONS, FOR IDENTIFICATION OF ALL OWNER SUPPLIED ITEMS. CONTRACTOR SHALL VERIFY WITH OWNER, PRIOR TO ORDERING, WHICH ITEMS THE OWNER SHALL SUPPLY. ALL ITEMS NOT MARKED AS "OWNER SUPPLIED" ARE TO BE SUPPLIED BY THE CONTRACTOR. UNLESS NOTED OTHERWISE ALL ITEMS ARE TO BE INSTALLED BY GENERAL CONTRACTOR. 26. MINIMUM FLAME SPREAD CLASSIFICATION OF INTERIOR FINISHES SHALL CONFORM TO THE BUILDING CODE AND LOCAL GOVERNING BUILDING CODES/ORDINANCES. 27. CONTRACTOR SHALL CONTACT THE LOCAL FIRE MARSHALL, AND PROVIDE AND INSTALL FIRE EXTINGUISHERS PER THE FIRE MARSHALS DIRECTION, INCLUDING: TYPE, QUANTITY, AND LOCATIONS. AS A MINIMUM, CONTRACTOR SHALL PROVIDE FIRE EXTINGUISHERS HAVING A RATING OF 2--A10--BC FOR EVERY 2,500 S.F. OF FLOOR AREA AND TRAVEL DISTANCE TO AN EXTINGUISHER SHALL NOT EXCEED 75 FEET. 28.FOR CONSTRUCTION DETAILS NOT SHOWN, USE THE MANUFACTURER'S STANDARD DETAILS OR APPROVED SHOP DRAWINGS/DATA SHEETS IN ACCORDANCE WITH THE PROJECT SPECIFICATIONS. 29. CONTRACTOR SHALL CONTACT ALL UTILITY COMPANIES PRIOR TO COMMENCEMENT OF WORK TO VERIFY LOCATIONS OF ALL UNDERGROUND UTILITIES. NOTIFY ARCHITECT IMMEDIATELY IF CONFLICTS EXIST BETWEEN EXISTING UTILITIES AND NEW CONSTRUCTION, PATCH, REPAIR, AND/OR REPLACE ALL ADVERSELY AFFECTED FINISHES AND SURFACES AS REQ'D. UPON COMPLETION OF CONSTRUCTION. ALL PARKING AREA PAVEMENT AND NEW CONCRETE PADS SHALL TRANSITION SMOOTHLY. CONTACTS:BUILDING CODE ANALYSIS: SEE T102 EXISTING TO REMAINETR. NORTH NORTH OWNER FURNISHED CONTRACTOR SHEET #SHEET DESCRIPTION REVISION INFO RE V I E W S E T 1 2 . 0 3 . 2 5 PE R M I T S E T 1 2 . 1 6 . 2 5 PE R M I T C O M M E N T S 0 2 . 0 6 . 2 6 IS S U E F O R C O N S T R U C T I O N 0 3 . 0 3 . 2 6 ARCHITECTURAL T101 TITLE SHEET T102 EGRESS PLAN T103 GENERAL ACCESSIBILITY DETAILS AND NOTES T104 ARCHITECTURAL SCHEDULES T105 ARCHITECTURAL SPECIFICATIONS D101 DEMOLITION PLAN D102 DEMOLITION REFLECTED CEILING PLAN A101 FLOOR PLAN A201 REFLECTED CEILING PLAN A301 FIXTURE/FLOOR FINISH PLAN A302 FIXTURE DETAILS A401 SALES AREA ELEVATIONS A402 FITTING ROOM ELEVATIONS & DETAILS A403 STOCKROOM/RESTROOM ELEVATIONS A501 STOREFRONT PLAN AND ELEVATION MECHANICAL M001 GENERAL NOTES AND LEGEND M100 MECHANICAL FLOOR PLAN M500 MECHANICAL SCHEDULES M800 MECHANICAL SPECIFICATIONS M801 MECHANICAL SPECIFICATIONS ELECTRICAL E100 ELECTRICAL RISER GENERAL NOTES AND LEGEND E101 ELECTRICAL POWER PLAN E201 ELECTRICAL LIGHTING PLAN E301 ELECTRICAL DETAILS AND SCHEDULES E501 ENERGY CALCULATIONS - LIGHTING E800 ELECTRICAL SPECIFICATIONS E801 ELECTRICAL SPECIFICATIONS E802 ELECTRICAL SPECIFICATIONS PROJECT LOCATION HUNTINGTON DRIVE S B A L D W I N A V E N U E ARCADIA CITY HALLBUILDING SERVICES240 WEST HUNTINGTON DRIVE, ARCADIA, CA 91007 CONTACT: ERIC PAGLIOTTI EMAIL: EPAGLIOTTI@ARCADIACA.COM P: 626.574.5416 WESTFIELD CONTACT: SHANNON YSAAC OPERATIONS MANAGER 2049 CENTURY PARK EAST 41F. CENTURY CITY, CA 90067 EMAIL: SHANNON@SHOPSATSANTAANITA.COM P: 626.445.3116 BOX LUNCH: 18305 E. SAN JOSE AVENUE CITY OF INDUSTRY, CALIFORNIA 91748 PHONE #: (310) 938-5552 CONTACT: WESTON MARTIN (CONSTRUCTION PROJECT MANAGER) EMAIL: WMARTIN@HOTTOPIC.COM LANDLORD BUILDING DEPARTMENT TENANTARCHITECT MECHANICAL ENGINEER: LANDLORD REVIEW COMMENTS: JOSEPH WHALEN ARCHITECT 1 EAST 22ND ST STE. 400 LOMBARD, IL 60148 ARCHITECT OF RECORD: JOSEPH R. WHALEN CONTACT: DAVID FLORES P: 630.932.2336 E: DFLORES@INTERPLANLLC.COM 220 E. CENTRAL PKWY, STE 4000 ALTAMONTE SPRINGS, FL 32701 ENGINEER OF RECORD: STACY HENSON CONTACT: DAVID FLORESP: 630.932.2336 E: DFLORES@INTERPLANLLC.COM PROJECT LOCATION TENANT SPACE ON 1 FLOOR ± 250' TO PUBLIC RESTROOM ELECTRICAL ENGINEER: 220 E. CENTRAL PKWY, STE 4000 ALTAMONTE SPRINGS, FL 32701 ENGINEER OF RECORD: SYLVIA NASSIF CONTACT: DAVID FLORESP: 630.932.2336 E: DFLORES@INTERPLANLLC.COM CHECKED: PROJECT NO: DATE: REVISIONS NO DATE REMARKS DRAWN: SEAL: THE SHOPS SANTA ANITA 400 S BALDWIN AVE SPACE T6 ARCADIA CA 91007 2025.0904 JOSEPH WHALENARCHITECT 1 EAST 22ND STREET, SUITE 400LOMBARD, IL 60148630.932.2336 THIS DOCUMENT IS NOT CO P Y R I G H T © 2 0 2 6 J O S E P H W H A L E N R E S E R V E S C O P Y R I G H T & O T H E R R I G H T S R E S T R I C T I N G T H E S E D O C U M E N T S T O T H E O R I G I N A L S I T E O R P U R P O S E F O R W H I C H T H E Y W E R E P R E P A R E D . R E P R O D U C T I O N S , C H A N G E S O R A S S I G N M E N T S A R E P R O H I B I T E D . 03.03.26 T101 TITLE SHEET CTMS 02/29/2028 2026.03.05 14:04:42-06'00' ALL WORK SHALL BE IN CONFORMANCE WITH, BUT NOT LIMITED TO, THE REQUIREMENTS OF THE FOLLOWING: AND ANY OTHER STATE AND LOCAL CODES HAVING JURISDICTION. BUILDING CODE: MECHANICAL CODE: PLUMBING CODE: ELECTRIC CODE: ENERGY CODE: FIRE CODE: ACCESSIBILITY CODE: CGBC CODE: PRINCIPAL OCCUPANCY USE OF BUILDING = M (MERCANTILE) THE TENANT SPACE BOX LUNCH = M (MERCANTILE) CONSTRUCTION TYPE:II-B SEISMIC DESIGN CATEGORY:ZONE: N/A GROSS LEASED PREMISES: AREA OF SPACE = 2,096 SF CALCULATED OCCUPANT LOAD: SALES FLOOR 1,660 SQ. FT. DIVIDED BY 60 = 28 FITTING ROOM 60 SQ. FT. DIVIDED BY 60 = 1 BACK OF HOUSE 376 SQ. FT. DIVIDED BY 300 = 2 TOTAL OCCUPANTS = 31 * TOTAL NUMBER OF EMPLOYEES AT ONE TIME = 3 EXIT CAPACITY: EXIT CAPACITY REQUIRED: EGRESS WIDTH PER PERSON = 0.2" 31 OCC. X 0.2 INCHES PER PERSON = 6.2 CALCULATED EXIT CAPACITY PROVIDED: 100" MINIMUM NUMBER OF EXITS: MINIMUM NUMBER OF EXITS REQUIRED = 2 NUMBER OF EXITS PROVIDED = 2 TRAVEL DISTANCE & DEAD END LENGTH: MAX DISTANCE TO EXIT = 250' SPRINKLERED MAX DEAD END LENGTH = 50' MINIMUM NUMBER OF PLUMBING FIXTURES: EXISTING RESTROOM WITHIN SPACE IS PROVIDED FOR BOX LUNCH EMPLOYEE. FIRE SUPPRESSION SYSTEM: FIRE ALARM SYSTEM: YES, MODIFICATIONS WILL BE MADE (PER NFPA) ONLY AS REQUIRED. AUTOMATIC SPRINKLER SYSTEM AN AUTOMATIC FIRE SPRINKLER SYSTEM IS EXISTING WITHIN THIS SPACE. ALL WORK AND HYDRAULIC CALCULATIONS SHALL BE DONE BY A QUALIFIED SPRINKLER CONTRACTOR WHO SHALL DESIGN & PREP SHOP DRAWINGS & SUBMIT THEM TO THE LANDLORD FOR APPROVAL PRIOR TO FABRICATION & INSTALLATION. SPRINKLER CONTRACTOR SHALL BE LANDLORD APPROVED. YES X NO OCCUPANCY CLASSIFICATION: A. INTERIOR AND EXTERIOR SIGNS IDENTIFYING PERMANENT ROOMS AND SPACES, OR PROVIDING INFORMATION OR DIRECTION, SHALL COMPLY WITH 703.1 GENERAL, 703.2 RAISED CHARACTERS,703.3 BRAILLE AND 703.5 VISUAL CHARACTERS. WHERE PICTOGRAMS ARE PROVIDED AS DESIGNATIONS OF PERMANENT INTERIOR ROOMS AND SPACES, THE PICTOGRAMS SHALL COMPLY WITH703.6 AND SHALL HAVE TEXT DESCRIPTORS COMPLYING WITH 703.2 AND 703.5.B. WHEN SIGNS IDENTIFY, OR GIVE INFORMATION ABOUT ACCESSIBLE ELEMENTS AND FEATURE OF A BUILDING OR SITE, THEY SHALL INCLUDE THE APPROPRIATE SYMBOL OF ACCESSIBILITY ORPICTOGRAM, WITH THE EQUIVALENT VISUAL AND TACTILE DESCRIPTION PLACED DIRECTLY BELOW THE PICTOGRAM, THE PICTOGRAM SHALL BE MINIMUM 6 INCHES IN HEIGHT.B.1. PICTOGRAMS SHALL HAVE A FIELD HEIGHT OF 6 INCHES MINIMUM. CHARACTERS AND BRAILLE SHALL NOT BE LOCATED IN THE PICTOGRAM FIELD. B.2. PICTOGRAMS AND THEIR FIELD SHALL HAVE A NON-GLARE FINISH. PICTOGRAMS SHALL CONTRAST WITH THEIR FIELD WITH EITHER A LIGHT PICTOGRAM ON A DARK FIELD OR A DARK PICTOGRAM ON A LIGHT FIELD. B.3. PICTOGRAMS SHALL HAVE TEXT DESCRIPTORS LOCATED DIRECTLY BELOW THE PICTOGRAM FIELD. TEXT DESCRIPTORS SHALL COMPLY WITH 703.2 RAISED CHARACTERS, 703.3 BRAILLE AND 703.4 INSTALLATION HEIGHT AND LOCATION.C. VISUAL CHARACTERS ON SIGNS SHALL BE SELECTED FROM FONTS WHERE THE WIDTH OF THE UPPERCASE LETTER "O" IS 60 PERCENT MINIMUM AND 110 PERCENT MAXIMUM OF THE HEIGHT OF THEUPPERCASE LETTER "I". STROKE THICKNESS OF THE UPPERCASE LETTER "I" SHALL BE 10 PERCENT MINIMUM AND 20 PERCENT MAXIMUM OF THE HEIGHT OF THE CHARACTERC.1. CHARACTERS AND THEIR BACKGROUND SHALL HAVE A NON-GLARE FINISH. CHARACTERS SHALL CONTRAST WITH THEIR BACKGROUND WITH EITHER LIGHT CHARACTERS ON A DARKBACKGROUND OR DARK CHARACTERS ON A LIGHT BACKGROUND.C.2. CHARACTERS SHALL BE UPPERCASE OR LOWERCASE OR A COMBINATION OF BOTH. TEXT SHALL BE IN A HORIZONTAL FORMAT. C.3. CHARACTERS SHALL BE CONVENTIONAL IN FORM. CHARACTERS SHALL NOT BE ITALIC, OBLIQUE, SCRIPT, HIGHLY DECORATIVE OR OF OTHER UNUSUAL FORMS. C.4. MINIMUM CHARACTER HEIGHT SHALL COMPLY WITH 703.5.5. VIEWING DISTANCE SHALL BE MEASURED AS THE HORIZONTAL DISTANCE BETWEEN THE CHARACTER AND AN OBSTRUCTION PREVENTING FURTHER APPROACH TOWARDS THE SIGN. CHARACTER HEIGHT SHALL BE BASED ON THE UPPERCASE LETTER "I".C.5. VISUAL CHARACTERS SHALL BE 40 INCHES MINIMUM ABOVE THE FINISH FLOOR OR GROUND.C.6. CHARACTER SPACING SHALL BE MEASURED BETWEEN THE TWO CLOSEST POINTS OF ADJACENT CHARACTERS, EXCLUDING WORD SPACES. SPACING BETWEEN INDIVIDUAL CHARACTERSSHALL BE 10 PERCENT MINIMUM AND 35 PERCENT MAXIMUM OF CHARACTER HEIGHT. SPACING BETWEEN THE BASELINES OF SEPARATE LINES OF CHARACTERS WITHIN A MESSAGE SHALL BE135 PERCENT MINIMUM AND 170 PERCENT MAXIMUM OF THE CHARACTER HEIGHT.D. SIGNS WITH TACTILE CHARACTERS SHALL COMPLY WITH 703.4 AND BE UPPERCASE, STANDARD SANS SERIF FONT, RAISED MIN. 1/32" OFF THE BACKGROUND. THE HEIGHT OF TACTILE CHARACTERS SHALL BE BETWEEN 5/8" AND 2". CHARACTERS SHALL BE ACCOMPANIED BY GRADE II BRAILLE LOCATED 3/8" MINIMUM AND 1/2" MAXIMUM BELOW THE BOTTOM EDGE OF CHARACTER. E. GRADE II BRAILLE SHALL HAVE DOMED OR ROUNDED DOTS RAISED .025" MIN. TO .037" MAX. OFF THE BACKGROUND, WITH DOTS SPACED 1/10" WITHIN CELLS, AND 3/10" BETWEEN CELLS. F. MOUNTING LOCATION & HEIGHT. WHERE PERMANENT IDENTIFICATION IS PROVIDED FOR ROOMS AND SPACES, SIGNS SHALL BE INSTALLED ON THE WALL ADJACENT TO THE LATCH SIDE OF THE DOOR. WHERE THERE IS NO WALL SPACE ON THE LATCH SIDE, INCLUDING AT DOUBLE LEAF DOORS, SIGNS SHALL BE PLACED ON THE NEAREST ADJACENT WALL, PREFERABLY ON THE RIGHT.WHERE PERMANENT IDENTIFICATION SIGNAGE IS PROVIDED FOR ROOMS AND SPACES THEY SHALL BE LOCATED ON THE APPROACH SIDE OF THE DOOR AS ONE ENTERS THE ROOM OR SPACE.SIGNS THAT IDENTIFY EXITS SHALL BE LOCATED ON THE APPROACH SIDE OF THE DOOR AS ONE EXITS THE ROOM OR SPACE. SIGNS WITH RAISED CHARACTERS AND BRAILLE SHALL BE LOCATED 48"MINIMUM ABOVE THE FINISH FLOOR OR GROUND SURFACE, MEASURED FROM THE BASELINE OF THE LOWEST LINE OF BRAILLE AND 60" MAXIMUM ABOVE THE FINISH FLOOR OR GROUNDSURFACE, MEASURED FROM THE BASELINE OF THE HIGHEST LINE OF RAISED CHARACTERS. MOUNTING LOCATION SHALL BE DETERMINED SO THAT A PERSON MAY APPROACH WITHIN 3 INCHES OFSIGNAGE WITHOUT ENCOUNTERING PROTRUDING OBJECTS OR STANDING WITHIN THE SWING OF A DOOR.G. UNISEX TOILET AND BATHING FACILITIES SHALL BE IDENTIFIED BY A COMBINED CIRCLE AND TRIANGLE SYMBOL. THE COMBINED CIRCLE AND TRIANGLE SYMBOL SHALL CONSIST OF A CIRCLE SYMBOL 1/4 INCH THICK AND 12 INCHES IN DIAMETER WITH A 1/4 INCH THICK EQUILATERAL TRIANGLE SYMBOL SUPERIMPOSED ON AND GEOMETRICALLY INSCRIBED WITHIN THE 12-INCH DIAMETER OF THE CIRCLE SYMBOL. THE VERTICES OF THE TRIANGLE SYMBOL SHALL BE LOCATED 1/4 INCH MAXIMUM FROM THE EDGE OF THE CIRCLE SYMBOL WITH A VERTEX POINTING UPWARD. THE COLOR OF THE TRIANGLE SYMBOL SHALL CONTRAST WITH THE COLOR OF THE CIRCLE SYMBOL, EITHER LIGHT ON A DARK BACKGROUND OR DARK ON A LIGHT BACKGROUND. THE COLOR OF THE CIRCLE SYMBOL SHALL CONTRAST WITH THE COLOR OF THE DOOR OR SURFACE ON WHICH THE COMBINED CIRCLE AND TRIANGLE SYMBOL IS MOUNTED, EITHER LIGHT ON A DARKBACKGROUND OR DARK ON A LIGHT BACKGROUND. A. EACH GRADE LEVEL EXTERIOR EXIT DOORSHALL BE IDENTIFIED BY A TACTILE EXIT WITHTHE WORD "EXIT". B. EACH EXIT DOOR THAT LEADS DIRECTLY TO AGRADE-LEVEL EXTERIOR EXIT BY MEANS OF ASTAIRWAY OR RAMP SHALL BE IDENTIFIED BY ATACTILE EXIT SIGN WITH THE FOLLOWINGWORDS AS APPROPRIATE:1) "EXIT STAIRS DOWN"2) "EXIT RAMP UP"3) "EXIT STAIR UP"4) "EXIT RAMP UP". C.EACH EXIT DOOR THAT LEADS DIRECTLY TO A GRADE-LEVEL EXTERIOR EXIT BY MEANS OF AN EXIT ENCLOSURE OR AN EXIT PASSAGEWAY SHALL BE IDENTIFIED BY A TACTILE EXIT SIGNWITH THE WORDS "EXIT ROUTE". D. EACH EXIT ACCESS DOOR FROM AN INTERIOR ROOM OR AREA TO A CORRIDOR OR HALLWAY THAT IS REQUIRED TO HAVE A VISUAL EXIT SIGN, SHALL BE IDENTIFIED BY ATACTILE EXIT SIGN WITH THE WORDS "EXITROUTE". E. EACH EXIT DOOR THROUGH A HORIZONTAL EXIT SHALL BE IDENTIFIED BY A SIGN WITH THE WORDS "TO EXIT". F. SEE TACTILE SIGNAGE NOTES FOR TACTILECHARACTER REQUIREMENTS. 1. CONTRACTOR TO FIELD VERIFY THE PRESENCE OF A DUCT SMOKE DETECTOR & THAT IT IS IN COMPLIANCE WITH 2025 CALIFORNIA MECHANICAL CODE SECTION 606 AND NFPA 101. INSTALL NEW IN COMPLIANCE DUCTWORK WHEN NOT EXISTING. SEE MECHANICAL SHEETS FOR ADDITIONAL INFORMATION. 2. SEE REFLECTED CEILING PLAN AND ELECTRICAL LIGHTING PLAN FOR DESCRIPTION OF LIGHT FIXTURES SHOWN. 3. PROVIDE TYPE- 2--A10--BC FIRE EXTINGUISHER FOR EACH 2,500 S.F. FLOOR AREA AND NOT MORE THAN 75 FEET TRAVEL DISTANCE APART. 4. FIRE EXTINGUISHERS SHALL BE VISIBLE AND ACCESSIBLE AT ALL TIMES DURING REMODELING. 5. ALL EXIT WAYS SHALL BE KEPT FREE AND CLEAR FOR EXITING AND ENTERING PURPOSES. 6. REFER TO DOOR SCHEDULE ON T104 FOR MORE INFORMATION ON DOOR HARDWARE ALONG EGRESS ROUTE. 7. EXIT SIGNS & EMERGENCY LIGHTINGREQUIRED IN ALL ROOMS, INCLUDING RESTROOMS. REFERENCE ELECTRICAL SHEETS FOR MORE INFORMATION. DENOTES 5LB 2--A10--BC FIRE EXTINGUISHER EMERGENCY LIGHT. SEE ELECTRICAL TENANT SEPARATION ALL DEMISING WALLS ARE EXISTING TO REMAIN. EXISTING FRAMED DEMISING WALLS ARE TO BE FINISHED AND RATED PER CODE. MODIFICATIONS ONLY AS REQUIRED PER NEW LAYOUT. ALL EXISTING FIRE RATINGS TO REMAIN. TACTILE SIGNAGE APPLICABLE BUILDING CODES: OCCUPANCY CALCULATIONS: TACTILE SIGNAGE MEANS OF EGRESS LIFE SAFETY/EGRESS NOTES FIRE RESISTIVE REQUIREMENTS: EXIT LIGHT. SEE ELECTRICAL LIFE SAFETY EGRESS/LEGEND: SERVICE CORRIDOR MALL COMMON AREA ADJACENT TENANT ADJACENTTENANT TOTAL DISTANCE BETWEE N E X I T S MIN. REQUIRED: 81'-7"/3= 2 6 ' - 1 0 " ACTUAL: 67'-2" 81'-7"DIAG O N A L D I S T A N C E TRAVEL DISTAN C E : 2 8 ' - 9 " SCALE:1 EGRESS PLAN 3/16" = 1'-0" NORTH 2025 CALIFORNIA BUILDING CODE 2025 CALIFORNIA MECHANICAL CODE 2025 CALIFORNIA PLUMBING CODE 2025 CALIFORNIA ELECTRICAL CODE 2025 CALIFORNIA ENERGY CODE (INCLUDING TITLE 24) 2025 CALIFORNIA FIRE CODE 2025 CALIFORNIA ACCESSIBILITY CODE 2025 CALIFORNIA GREEN BUILDING CODE LANDLORD REVIEW COMMENTS G.C. TO PROVIDE TACTILE EXIT ROUTE SIGN PER THIS SHEET G.C. TO PROVIDE TACTILE EXIT SIGN PER THIS SHEET G.C. TO PROVIDE TACTILE EXIT SIGN PER THIS SHEET TRAVEL DISTANCE: 55'-5" TRAVEL DISTANCE: 47'-10" CHECKED: PROJECT NO: DATE: REVISIONS NO DATE REMARKS DRAWN: SEAL: THE SHOPS SANTA ANITA 400 S BALDWIN AVE SPACE T6 ARCADIA CA 91007 2025.0904 JOSEPH WHALENARCHITECT 1 EAST 22ND STREET, SUITE 400LOMBARD, IL 60148630.932.2336 THIS DOCUMENT IS NOT CO P Y R I G H T © 2 0 2 6 J O S E P H W H A L E N R E S E R V E S C O P Y R I G H T & O T H E R R I G H T S R E S T R I C T I N G T H E S E D O C U M E N T S T O T H E O R I G I N A L S I T E O R P U R P O S E F O R W H I C H T H E Y W E R E P R E P A R E D . R E P R O D U C T I O N S , C H A N G E S O R A S S I G N M E N T S A R E P R O H I B I T E D . 03.03.26 T102 EGRESS PLAN CTMS 02/29/2028 2026.03.05 14:04:43-06'00' 1-1/2" ADDITIONAL REQUIREMENTS: GRAB BARS: SANITARY FACILITIES: CORRIDORS AND AISLE: ACCESSIBILITY GENERAL NOTES 2 1 ENTRANCES / DOORS: 1 DISPLAY CONDITIONS 3 MANEUVERING CLEARANCES AT SLIDING AND FOLDING DOORS 6 CLEAR FLOOR SPACE 5 LEVEL CHANGES 2 MANEUVERING CLEARANCES AT SWINGING DOORS 4 GRAB BAR 52" MIN. 30 " M I N . C L E A R 48 " M I N I M U M 30" MINIMUM 17 " M I N . 19 " M A X . 10 TYPICAL MOUNTING HEIGHTS 7 TURNING AREA REQUIREMENTS 9 MINIMUM CLEARANCES FOR FRONT AND SIDE REACH 8 ACCESSIBLE SINGLE USER RESTROOM 11 ACCESSIBILITY SIGNAGE MOUNTING 12 TYPICAL WATER FOUNTAIN DETAILS 14 MINIMUM KNEE CLEARANCE 13 MINIMUM CLEARANCES FOR SEATING AND TABLES ROOM NAME 27 " M I N I M U M KN E E C L E A R A N C E 8A 8B 8C CHECKED: PROJECT NO: DATE: REVISIONS NO DATE REMARKS DRAWN: SEAL: THE SHOPS SANTA ANITA 400 S BALDWIN AVE SPACE T6 ARCADIA CA 91007 2025.0904 JOSEPH WHALENARCHITECT 1 EAST 22ND STREET, SUITE 400LOMBARD, IL 60148630.932.2336 THIS DOCUMENT IS NOT CO P Y R I G H T © 2 0 2 6 J O S E P H W H A L E N R E S E R V E S C O P Y R I G H T & O T H E R R I G H T S R E S T R I C T I N G T H E S E D O C U M E N T S T O T H E O R I G I N A L S I T E O R P U R P O S E F O R W H I C H T H E Y W E R E P R E P A R E D . R E P R O D U C T I O N S , C H A N G E S O R A S S I G N M E N T S A R E P R O H I B I T E D . 03.03.26 T103 GENERAL ACCESSIBILITY DETAILS AND NOTES CTMS 02/29/2028 2026.03.05 14:04:43-06'00' EXISTING - PROVIDE AS NOTED BELOW IF EXISTING IS UNSUITABLE.NEW SALES AREA TO STOCK ROOM DOOR: REAR SERVICE DOOR: NEW NOT USED NEW EXISTING - PROVIDE AS NOTED BELOW IF EXISTING IS UNSUITABLE. TOILET ROOM DOOR: DOOR SCHEDULE DOOR NOTES x EXIT DOORS SHALL BE OPENABLE FROM WITHIN WITHOUT THE USE OF ANY SPECIAL KNOWLEDGE OR EFFORT x MAXIMUM PULL FORCES FOR INTERIOR AND EXTERIOR DOOR SHALL NOT TO EXCEED: 5 LBS. FOR INTERIOR DOORS 5 LBS. FOR EXTERIOR DOORS / 15LBS. FORCE FOR FIRE RATED DOORS x HARDWARE MOUNTING KIT FOR BOX LUNCH x LEVER HANDLED HARDWARE, NOT REQUIRING TIGHT GRASPING, PINCHING, OR TWISTING OF THE WRIST TO OPERATE x ROOM IDENTIFICATION SIGNAGE WHEN PROVIDED SHALL COMPLY W/ LOCAL AUTHORITY x BOTTOM 10" AT ALL DOORS EXCEPT AUTOMATIC DOORS SHALL HAVE AN UN-INTERRUPTED SURFACE. x CONTRACTOR TO VERIFY CONDITION OF ANY EXISTING DOORS TO REMAIN. VERIFY CONDITION OF HARDWARE. REPLACE IF NECESSARY. PROVIDE HARDWARE AS SPEC'D ON DRAWINGS. x DOOR HARDWARE TO ALWAYS BE UNLOCKED FROM THE PATH OF EGRESS SIDE. x DOOR & GATE HARDWARE SHALL BE 34"-44" ABOVE FINISHED FLOOR. DOOR: 3'-0" x 7'-0" x 1-3/4" SOLID CORE WOOD DOOR. PAINT P-3 PER INTERIOR ELEVATIONS , SPRAY ONLY FRAME: 3'-0" X 7'-0" X 5 -3/4". CURRIES KNOCK DOWN STEEL DRYWALL FRAME EMBOSSED FOR 1-1/2 PR. BUTTS. GC TO VERIFY AND ADJUST THROAT SIZE FOR DOOR FRAME TO ENCAPSULATE SLATWALL FINISH ON SALES SIDE. AS REQUIRED. SEE 2,3/A101 COLOR: FACTORY FINISHED BLACK. NOTE: FRAME USES PRE-THREADED SCREWS. DOOR USES WOOD SCREWS. G.C. TO PROVIDE AS NEEDED. HINGES: 1-1/2 PAIR PB-RC-RP 4" x 4" BLACK (3/BOX) 345 LOCKS / LATCHES: SCHLAGE, ND10S PASSAGE LOCK, MATTE BLACK CLOSER: DORMA 7601, TOP JAMB MOUNT NOTES:x PROVIDE DOOR BUMPER "QUALITY" NO. 302. (VERIFY W/ PLAN WHEN DOOR SWINGS TO WALL) x PROVIDE 12" x 32" STAINLESS STEEL KICK PLATE , BOTH SIDES. SEE INTERIOR ELEVATIONSxPROVIDE DOOR CHIME - SAFETY TECHNOLOGY INTERNATIONAL WIRELESS ENTRY ALERT W/ RECEIVER - BLACK DOOR: 3'-0" x 7'-0" x 1 3/4" SOLID CORE. PAINT GRADE WOOD DOOR AND FRAME. PAINT P-2. FRAME: 3'-0" X 7'-0" 18 GA. CURRIES K/D STEEL DRYWALL FRAME EMBOSSED FOR 1-1/2 PR. BUTTS. COLOR: FACTORY NAVAJO 'WHITE' HINGES: 1-1/2 PAIR PB-RC-RP 4" x 4" SATIN CHROME (3/BOX) 345 LOCKS / LATCHES: FALCON LEVER TYPE PRIVACY SET. SATIN CHROME W/ CHROME STRIKE. SIGNAGE: PROVIDE INTERNATIONAL SYMBOL OF ACCESSIBILITY AS REQUIRED BY CODE CLOSER: NORTON N0. 1603 ALUMINUM DOOR CLOSURE. W/ 90° HOLD OPEN NOTES: x PROVIDE DOOR BUMPER "QUALITY" NO. 302. (VERIFY W/ PLAN WHEN DOOR SWINGS TO WALL)x PROVIDE 12" x 32" STAINLESS STEEL KICK PLATE , BOTH SIDES. SEE INTERIOR ELEVATIONS DOOR: 3'-0" x 7'-0" METAL DOOR AND FRAME. LOCKS / LATCHES: NEW DETEX V40XEB PANIC / ALARM HARDWARE W/ 7-PIN MORTICE CYLINDER & SATIN CHROME STRIKE. (ALWAYS PROVIDE THIS UNLESS SUITABLE EXISTS). G.C. TO INSTALL PRY PLATE AT EXTERIOR; NO HANDLE ALLOWED. SIGNAGE: LABEL MALL SIDE WITH TENANT'S NAME AND SPACE NUMBER PER LANDLORD REQUIREMENTS CLOSER: NORTON #1603 SINGLE DOOR KEEPER OR EQ. VIEWER: IVES #698 190 deg. DOOR VIEWER. NOTES:x PROVIDE 36" x 36" STAINLESS STEEL ARMOR PLATE (BOTH SIDES). SEE INTERIOR ELEVATIONS 2 4 5 MARLITE PANELS/J-MOLDING BACKING FOR ALL ITEMSLISTED ABOVE AS REQ. REAR DOOR SIGNAGE SIGN PERMIT & APPL. CODE-RELATED SIGNAGE WATER CLOSET TOILET ROOM DEMOLITION/ PERMIT AND PROVIDE STATUS REPORTPROVIDE AS-BUILT COPY RECEIVE/ UNLOAD ALL TENANT SUPPLIED ITEMSSUB-CONTRACTOR LIST TEMPORARY BARRICADE G.C. PROJECT MGR. SITE COMPLIANCE TO TENANTTURNOVER REQUIREMENTS FEE'S AS REQUIREDOBTAIN INSPECTIONS/ OF JOB SITE PLANS. AND WARRANTIES VISITS DURING CONST. OBTAIN C/O APPROVALS SPRINKLER SYS. PLANS/PLANS/ PERMIT/ FEES MODIFY SPRINKLER SYS. DIGITAL CAMERA IN WRITING A.W.A. MALL DEPOSIT/ INSURANCE WAIVERSJANITORIAL SERVICE/FINAL CLEANING TRASH REMOVAL/DUMPSER RENTAL ROOF PENETRATIONS MISCELLANEOUS PICK-UP PERMIT/PAY PERMIT FEESCONSTRUCTION SITEPHONE AND FAX CONSTRUCTION SITE TOILET PAPER DISPENSER POWER FOR AUDIO SYS.P.O.S. SYS. ( DATA ANDTELEPHONE EQUIPMENT) SOAP DISPENSER AT ANY DOOR AUDIO SYSTEM CONDUITS & PULL STRING TRASH CAN GRAB BARS MIRROR(S) PROVIDE TO OWNER AT TURNOVER AS REQUIRED: MINIMUM (1) AT FIELD COORD. CLOSELY WITH TENANTS VENDOR G.C TO PROVIDE 1/2" CONDUIT W/ PULLSTRING TO EACH SPEAKER LOCATION. PER INSPECTOR'S REQUIREMENTS G.C. TO ASSIST BY INSTALLING FOR INSTALLATION SCOPE. SHELVING AT CASHWRAP. REPORT. PROVIDE INFORMATION TO BOX LUNCH AND PROVIDE WEEKLY E-MAIL PHOTO'S. CHANGE ORDERS NOT PROCESSED WITHOUT VERIFY MALL'S REQUIRED CONTRACTOR TWO CLEANINGS: FIRST AT PUNCHLIST,SECOND CLEANING DAY PRIOR TO OPENING. TO BOX LUNCH A.W.A. #'S. ARCHITECT. STOREFRONT SIGN & BRACKET VERIFY MALL'S REQUIRED CONTRACTOR BARRICADE GRAPHICS SIGNAGE PROJECTION & BRACKETS VINYL WINDOW GRAPHICS WHEN REQUIRED MOP SINK DRINKING FOUNTAIN SNCTLCTL SNCTLCTL M.E.P.SNCTLCTL SEE MECHANICAL AND ELECTRICAL SHEETS FOR ENGINEERING SCHEDULES ANDSPECIFICATIONS ABBREVIATIONS EXISTING SIGNAGE REMOVAL N/A PAPER TOWEL DISPENSER DE-BRANDING OF EXISTINGBOX LUNCH STORE N/A LAVATORY SHELVING/HANGING RESPONSIBILITY SCHEDULE REMARKSFURNISHEDITEMINSTALLED CO N T R A C T O R LA N D L O R D TE N A N T LA N D L O R D TE N A N T SP C L . A C T I O N NO C H A N G E CO N T R A C T O R EXIST. AS REQUIRED @ TURNOVER FOR MOTORS/VAV/ETC.ACCESS PANELS AS REQ'D REAR DOOR AND FRAME REAR DOOR PANIC BAR/7 PIN RIM CYLINDER DOOR/FRAME/HARDWARE FRAME/HARDWARETOILET ROOM DOOR/ KEY ALL DOORS ALIKE ALCOVE & STOCK ROOM DOORS LT C LTCNS G.C. TO ASSEMBLE AS REQUIREDMISC. SALES WOOD TRIM NON-PUBLIC AREAS ONLYVINYL BASE EXISTING TO REMAIN LT C LTCNS SNCTLCTL SNCTLCTL LT C LTCNS SNCTLCTL INCL. SHELVES, STANDARDS AND BRACKETSSHELVING / HANGING CONTINUOUS REVEALS NEUTRAL PIERS STOREFRONT FRAMING STOREFRONT FLOORING / BASE SHT. VINYL @ TOILET RM. CONCRETE SEALER INFILL/PATCH EXT'G.FLOOR CORING/CONC. DEMISING PART. DRYWALL DEMISING PART. STUDS WALLS FLOOR TRANSITIONS RUBBER BASE BLOCKING/GYP. BD. CEILINGS WALL PREP. AND PAINT INTERIOR COLUMN FURRING BLOCKING FOR DOORS COLUMNS AT DEMISEFURRING AROUND TOILET ROOM FRAMING/BLOCKING/GYP. BD. NEW WALLS FRAMING/ GYP. BD. CEILINGS DECK READY TO PAINTDEMO/PREP OF EXPOSEDAT PUBLIC AREASPAINT AT EXPOSED DECKOR SOFFITS SUSPENDED ACT CEILING FIXTURES CASH WRAP/ COUNTERS LOOSE HARDWARE AND WALL & DISPLAY FIXTURES SALES AREA & FIXTURES FREESTANDING FLOOR FIXTURE WRAPPINGSUNPACK/ DISPOSE OF FIXTURES INTO STORERECEIVING HARDWARE/ BULLETIN BOARDS ANDMISC. ITEMS STOCKROOM SLATWALL FOR XFMR. IF REQ'D. FILE CABINET SLATWALL (SW-A) STRUCTURAL SUPPORT SHELVING AS REQUIRED FOR SECURE ATTACHMENT OFFLOAD FROM TRUCK G.C. TO CLEAN AND INSTALL G.C. TO ASSEMBLE AS REQUIRED WHEN REQUIRED LT C LTCNSFITTING ROOM G.C. TO COORD. W/ OWNERS VENDOR SEE SHEETS A501 MATTE FINISH - STOCK / HALL SALES FLOOR FLOORING HOOKS FITTING ROOM MIRRORS MASTICS/ADHESIVESCAULKS/SILICONES/ MIRROR FITTING ROOM DOOR/FRAME/HARDWARE VESTIBULE/F.R. CASING TRANSOM CASING DOOR AND FRAMING ENTRY/ HARDWARE CORNER GUARDS FLAT STRAP METAL RUSTED / CHAFED METAL METAL SEALER G.C. TO CUT DOWN IN FIELD AS NEEDED MDF BASE MALL FLOORING AT STOREFRONT N/A BENCH *G.C. NOTE: G.C. TO REVIEW BILL OF LADING UPON RECEIPT OF ALL SHIPMENTS. ANY DAMAGES OR SHORTAGES ARE TO BE INDICATED AT RECEIPT, OR WITHIN 24 HRS. FAILURE TO DO SO WILL REQUIRE G.C. TO CONTACT VENDORS LISTED ABOVE AND PURCHASE SAID ITEMS AT G.C. COST. RESPONSIBILITY SCHEDULE IS GENERAL INNATURE AND DOES NOT REFLECT EVERY COMPONENT OR RESPONSIBILITY. U.O.N. RESPONSIBILITY IS G.C. FURNISHED AND INSTALLED. RESPONSIBILITY SCHEDULE CONTINUED... REMARKSFURNISHEDITEMINSTALLED CO N T R A C T O R LA N D L O R D TE N A N T LA N D L O R D TE N A N T SP C L . A C T I O N NO C H A N G E CO N T R A C T O R EXIST. RESPONSIBILITY SCHEDULE IS GENERAL IN NATURE AND DOES NOT REFLECT EVERYCOMPONENT OR RESPONSIBILITY. U.O.N. RESPONSIBILITY IS G.C. FURNISHED AND INSTALLED. *G.C. NOTE: G.C. TO REVIEW BILL OF LADING UPON RECEIPT OF ALL SHIPMENTS. ANY DAMAGES OR SHORTAGES ARE TO BE INDICATED AT RECEIPT, OR WITHIN 24 HRS. FAILURE TO DO SO WILL REQUIRE G.C. TO CONTACT VENDORS LISTED ABOVE AND PURCHASE SAID ITEMS AT G.C. COST. BACKING FOR ALL ITEMSLISTED ABOVE FURNISHED BY TENANT, INSTALLED BY CONTRACTOR - (F.T.I.C.) FURNISHED BY CONTRACTOR, INSTALLED BY CONTRACTOR - (F.C.I.C.) FURNISHED BY LANDLORD, INSTALLED BY CONTRACTOR - (F.L.I.C.)FURNISHED BY LANDLORD, INSTALLED BY LANDLORD - (F.L.I.L.) IT CABINET SAFE MOBILE SHELVING TABLE/LOCK UNIT GC TO REFER TO A501 FOR STOREFRONT WORK BY GC FINISH SCHEDULE BASE SLATWALL METAL LAMINATE FINISHES PLASTIC TRIM AT +48" AT MARLITE WAINSCOT. WALL MOUNTED WATER HEATER BELOW LAVATORY - SEE PLUMBING SHEETS SIGN WITH RAISED BRAILLE LETTERS - MOUNTED AT +60" A.F.F. TOILET ACCESSORIES 1x6 F.R.T. MDF BASE, PAINTED P-1, U.O.N. PAINT "P-3" AT STOREFRONT ONLY AREA APPLIED: WALL BASE THROUGHOUT STORE REPRESENTATIVE: NOTE: INSTALL & MAINTAIN PER MANUFACTURER'S RECOMMENDATIONS SEE DETAIL 7/A302 ARMSTRONG # V4860, JET BLACK, 4" VINYL COVED BASE - IN STOCKROOM / HALLWAY ONLY - FLAME SPREAD CLASS 1/A 36" GRAB BAR - BOBRICK #B-6806.99 x 36 - SURFACE MOUNTED. PROVIDE SOLID BLOCKING IN WALL - REAR BAR TO EXTEND 12" BEYOND THE CENTER OF THE WATER CLOSET TOWARD THE SIDE WALL AND AT LEAST 24" TOWARD THE OPEN SIDE OF THE WATER CLOSET AND MOUNTED NOT MORE THAN 9" BEHIND THE WATER CLOSET SEAT. 42" GRAB BAR - BOBRICK #B-6806.99 x 42 - SURFACE MOUNTED PROVIDE SOLID BLOCKING IN WALL, PROVIDED BY GC. TOILET PAPER DISPENSER - CENTERED AT 19" A.F.F., MIN. - SURFACE MOUNTED GEORGIA-PACIFIC: SOFPUL CENTERPULL TOILET PAPER DISPENSER - MFG PART# 56501 COLOR: SMOKE GEORGIA-PACIFIC: SOFPUL CENTERPULL ADA NOZZLE - MFG PART #56505, PROVIDED BY TENANT. WALL MOUNTED 18"x36" MIRROR - WITH BOTTOM OF REFLECTIVE SURFACE AT +40" A.F.F. BOBRICK #290 1836 - SURFACE MOUNTED. PROVIDE BY G.C. TOILET SEAT COVER DISPENSER BRIGHTON PROFESSIONAL - MFR ITEM# BPR24778 - COLOR: WHITE, PROVIDED BY TENANT. AUTOMATED ROLL TOWER DISPENSER GEORGIA-PACIFIC: SOFPUL AUTOMATED ROLL TOWEL DISPENSER - MFG PART# 59010 COLOR: BLACK, PROVIDED BY TENANT. SOAP DISPENSER BRIGHTON PROFESSIONAL (800mL) - MFR ITEM# 26463 - COLOR: BLACK, PROVIDED BY TENANT. - SEE T103 FOR ADA REQUIREMENTS 1 FITTING ROOM DOOR: NEW EXISTING - PROVIDE AS NOTED BELOW IF EXISTING IS UNSUITABLE. DOOR: 3'-0" x 5'-0" x 1 3/4" PRE-FINISHED DOOR SUPPLIED BY TENANT AND INSTALLED BY G.C.FRAME: 18 GA. CURRIES KNOCKDOWN DRYWALL FRAME IN BLACK FINISH, BY G.C. GC TO VERIFY AND ADJUST THROAT SIZE FOR DOOR FRAME TO ENCAPSULATE SLATWALL FINISH ON SALES SIDE. AS REQUIRED. SEE 2,3/A101 HINGES: HAGER (1) BB1279 FULL MORTISE HINGE - 4.5" X 4.5" MATTE BLACK. & (2) BB1250 FULL MORTISE SPRING HINGE, TOTAL 3 HINGES PER DOOR, BY G.C. LOCKS / LATCHES: SUPPLIED BY TENANT VENDOR AND INSTALLED BY G.C. DOOR STOP: IVES 407 - 1/2, 10B NOTE: (8) EXTRA KEYS TO BE FURNISHED FOR OWNER, BY G.C. 3 FLOORING * IF G.C. IS DIRECTED TO OVERLAY EXISTING FLOOR, NEW FLOORING SHALL HAVE A SMOOTH TROWEL FINISH* * G.C. FLOORING NOTE: SEE FLOOR PREPERATION NOTE ON SHEET A301 SURFACE PREPARATION - SEE DEMOLITION SHEET FOR ADDITIONAL INFORMATION 1. REMOVE ANY FLOORING MATERIAL THAT MAY EXIST. 2. IF REMOVAL OF GLUE, PAINT, THIN-SET OR ANY OTHER COATING COORDINATE WITH MANUFACTURER'S SPECS. 3. COORDINATE TEMPORARY POWER CONNECTION REQUIREMENTS FOR EQUIPMENT NEEDED. 4. PATCH BACK NOTES:ALL SALES FLOOR TRENCHES: CTS RAPIDSET, PRIMER: RAPID SET TXP, MATERIAL: RAPID SET TRU SELF-LEVELING, GRAY 5. ARDEX (SPEC PRIMER IS EP2000), PRIMER: ARDEX P 51, MATERIAL: ARDEX, PC-T GRAY TARKETT IQ, TILE VINYL FLOORING, EMINENT #0904 " WHITE" HEAT WELDED SEAMS & 6" COVED SELF BASE . MANUFACTURERS RECOMMENDED ADHESIVES - FLAME SPREAD CLASS 1/A DALTILE PURE PU21, 12" X 24" BLACK MATTE TILE WITH BLACK GROUT - SUPPLIED BY G.C. VERIFY SPEC. W/ OWNER PRIOR TO INSTALL SUPPLIED/INSTALLED BY TENANT. GC TO COORDINATE. SEE NOTE UNDER REAR DOOR. MUST BE APPROVED BY LANDLORD MUST BE APPROVED BY LANDLORD SEE REQUIREMENTS ON GENERAL NOTES COORDINATE WITH LANDLORD AND MALL. ONLY WINDOW COVERINGS ALLOWED. FLOORING TRANSITION - SCHLUTER SYSTEMS ANODIZED ALUMINUM INSTALLATION: GYPSUM BOARD TO RECEIVE LATEX PAINT TO BE PRIMED WITH (1) COAT OF VINYL PLASTICSEALER PRIOR TO RECEIVING (2) COATS OF PAINT. WOOD TRIM AND SLATWALL TO RECEIVE ALKYD ORENAMEL PAINT TO BE PRIMED W/ ONE COAT OF ENAMEL UNDERCOATER PRIOR TO RECEIVING (2) COATS OFPAINT. PAINT ALL WIRES, RETURN AIR GRILLE, & SUPPLY AIR GRILLE TO MATCH ADJACENT CEILING AREAS. BENJAMIN MOORE #PM-1 "SUPER WHITE" BENJAMIN MOORE #PM-9 "BLACK" PREPARE FLOOR SAME AS MAIN FLOOR.x PREMIUM CONCRETE BRICK & TILE LOW LUSTER SEALER GC TO NOTE SOLVENT BASED SEALER'S ARE NOT ALLOWED GC TO APPLY ONE (1) COAT OF SEALER ON A SMOOTH AND LEVEL SLAB. PAINTWALLS:SATIN LATEX FLAME SPREAD CLASS 1/A DOORS AND TRIM: SEMI-GLOSS ALKYD FLAME SPREAD CLASS 1/A CEILING/DECK: FLAT LATEX FLAME SPREAD CLASS 1/A BENJAMIN MOORE #PM-8 "CHARCOAL SLATE" CS-1 STAIN: CLASS B, LEVEL 2 SATIN 200-400 GRIT ARCHITECTURAL POLISHED CONCRETE SYSTEM BY XRQ FLOORING. DENSIFER AMERIPOLISH 3DHS; COLOR: "MIDNIGHT BLACK" AMERIPOLISH SURELOCK DYE IN SALES AREA, ALCOVE, AND FITTING ROOMS. STAINGUARD AMERICPOLISH 3DSP *G.C.TO BID PROJECT FOR FLOORING VENDOR CORNER GUARDS - 1"x1"x12'-0" HIGH BLACK METAL CORNERGUARD (#110165-123 BUFFED BLACK) G.C. TO MODIFY IN FIELD AS NEEDED PER APPLICATION - APPLY W/ HEAVY DUTY ADHESIVE, NO SCREWS OR **SLATWALL VENDOR SUPPLIES CORNER GUARDS. NAILS TO BE USED. CORNER GUARDS - 3/4"x3/4"x12'-0" HIGH BLACK METAL CORNERGUARD (#110034-123 BUFFED BLACK) G.C. TO MODIFY IN FIELD AS NEEDED PER APPLICATION. APPLY W/ HEAVY DUTY ADHESIVE AT BACKWRAP, **SLATWALL VENDOR SUPPLIES CORNER GUARDS. NO SCREWS OR NAILS TO BE USED. WILSONART LAMINATE-STANDARD HPL FINISH - 60 MATTE BLACK 1595 - FLAME SPREAD CLASS 1/A FRP WAINSCOT - MARLITE - COLOR: P-100 WHITE - FLAME SPREAD CLASS 3/C CG-1 CG-2 L-1 WC-1 SW-1 SW-2 SW-A "WIND MILL" OSB PANEL W/ METAL REINFORCED SLATS @ 3" O.C. - FINISH BY MANUFACTURER (MATTE WHITE W/ WHITE INSERTS.) SEE DETAILS ON SHEET A302 "WIND MILL" PAINT GRADE MDF PANEL SLATWALL W/ METAL REINFORCED SLATS @ 3" O.C. FINISH BY MANUFACTURER (MILLENNIUM OAK W/ BLACK INSERTS.) SEE DETAILS ON SHEET A302 "AMERHART GREEN BAY" PAINT GRADE MDF PANEL W/ METAL REINFORCED SLATS @ 6" O.C. -FINISH BY MANUFACTURER (UNFINISHED W/ MILL ALUMINUM INSERTS.) SEE DETAILS ON SHEET A302 CS-1 CS-2 VF-1 T-1 P-1 P-2 P-3 B-1 B-2 METAL CLADDING - .063 MATTE BLACK POWDERCOATED ALUMINUM. MIN. 18 GA. REQUIRED. G.C. TO PAINT SUBSTRATE UNDERNEATH WITH A MATTE BLACK PAINT FINISH. MT-1 MT-2 AC-1 AC-2 AC-4 AC-5 AC-7 AC-8 AC-9 AC-10 AC-11 AC-12 STOREFRONT DOORS: KEY DESCRIPTION CASHWRAP MONITOR MOUNTS VENDOR SCHEDULE COMPANY CONTACT PHONE NUMBER EMAIL ADDRESS IDENTITI JESSICA WOODS (847) 805-6677 hottopic@identiti.net BOSTON BARRICADE JOY WILD (772) 257-7313 jwild@bostonrs.com LAUREL BLAIR BUCHANAN (856) 461-6600 EXT. 306 blair.b@laurelmfg.com REGENCY LIGHTING MEGAN COUCH (818) 901-0255 EXT. 3370 megan.couch@regencylighting.com MOBILE MEDIA LINDA LUONGO (800) 784-8080 ll@mobilemediastorage.com MOOD MEDIA MARISSA JONES (512)-380-8547 marissa.jones@moodmedia.com NGS - FILMS/GRAPHICS JESH NANDWANI (866) 925-2083 EXT. 824 hottopic@filmsandgraphics.com WG SECURITY BRYAN LINSKY (714) 730-8049 blinsky@wgspi.com SHOPPER TRAK orders@shoppertrak.com WIND MILL NICOLE KRAHN (920) 467-9316 nicole.krahn@windmillslatwall.com WORLDLINK DAREN HARVEY (949) 861-2830 EXT. 226 construction@worldlinkintegration.com POLLOCK ORORA MONICA FRANKS (972) 337-3645 Monica.Franks@pollock.com RADIANT FREIGHT hottopic@radiantdelivers.com N/A N/A GC TO INSTALL PER PLANS INCLUDE SHELVES, SUPPORTS, AND BRACKETS N/A N/A INCLUDE SHELVES, STANDARDS AND BRACKETS NOTE: IT ITEMS ARE EXISTING, REPLACE DAMAGED OR MISSING ITEMS AS SHOWN HERE METAL MESH EXISTING - PROVIDE AS NOTED BELOW IF EXISTING IS UNSUITABLE.NEW EXISTING PROVIDE AS NOTED BELOW IF EXISTING IS UNSUITABLE. EPOXY LABPOX 30 UNDERCOAT IN "MID CONCRETE" COLOR. SEE INSTALL,PREP ON A301, MPC-301 ALIPHATIC POLYURETHANE FOR FINISH COAT. SUPPLIED BY G.C. VERIFY SPEC. W/ OWNER PRIOR TO INSTALL STOREFRONT DOORS: DOORS: PR. 3'-5 12" x ±9'-8" DRY FRAMELESS DOUBLE DOORS. DOORS TO BE UNINSTALLED, REMOVE ALL METALCOMPONENTS, POWDER COAT MATTE BLACK AND REINSTALL.DOOR STOPS: FLOOR - CRL. LOW PROFILE DOME DOOR STOP DL2501DU, FINISHED MATTE BLACK. TOP OF STOREFRONT DOOR - CRL. HEADER MOUNTED DOUBLE DOOR STOP 1NT308A, FINISHED MATTE BLACK BOTTOM RAIL: 6" SQUARE DRY GLAZE DOOR RAIL DR6SBL12SL W/ DOOR LOCK CYLINDER HOUSINGS & THUMBTURN BY G.C., TO FIT 7-PIN FALCON CORES, BY OWNER DOOR PATCH: TOP: CRL. PH21ADU WITH INT303 PIVOT INSERT, BOTTOM: CRL. PH11CDU WITH INT301 INSERT, FINISHED MATTE BLACK DUST PROOF KEEPER/STRIKE: CRL. AMR207BN, FINISHED MATTE BLACK DOOR PULLS: 2'-0" LONG MATTE BLACK PULLS - G.C. TO VERIFY STYLE WITH PROJECT MANAGER. SIGNAGE: PROVIDE - SIGN ABOVE DOOR IN 1" HIGH LETTERS ON A CONTRASTING BACKGROUND STATING "THIS DOOR TO REMAIN UNLOCKED WHEN BUILDING IS OCCUPIED" WHEN REQUIRED BY CODE SEE SHEETS A501 SEE SHEETS A501 SEE SHEETS A501 SEE SHEETS A501 GC TO PATCH AND REPAIR IF REQUIRED NA NA CHECKED: PROJECT NO: DATE: REVISIONS NO DATE REMARKS DRAWN: SEAL: THE SHOPS SANTA ANITA 400 S BALDWIN AVE SPACE T6 ARCADIA CA 91007 2025.0904 JOSEPH WHALENARCHITECT 1 EAST 22ND STREET, SUITE 400LOMBARD, IL 60148630.932.2336 THIS DOCUMENT IS NOT CO P Y R I G H T © 2 0 2 6 J O S E P H W H A L E N R E S E R V E S C O P Y R I G H T & O T H E R R I G H T S R E S T R I C T I N G T H E S E D O C U M E N T S T O T H E O R I G I N A L S I T E O R P U R P O S E F O R W H I C H T H E Y W E R E P R E P A R E D . R E P R O D U C T I O N S , C H A N G E S O R A S S I G N M E N T S A R E P R O H I B I T E D . 03.03.26 T104 ARCHITECTURAL SCHEDULES CTMS 02/29/2028 2026.03.05 14:04:44-06'00' PART 1 - GENERAL ACCESS PANELS: PART 1 - GENERAL PART 1 - GENERAL STORE TO BE READY FOR OCCUPANCY - ALL SURFACES CLEAN.COMPLETION: PROTECT AND MAINTAIN ALL WORK THROUGHOUT CONSTRUCTION SO THAT IT WILL BE FREE OF DAMAGE AT THE TIME OF ACCEPTANCE BYTHE TENANT. PROTECTION: EXECUTE PERIODIC CLEANING DURING PROCESS OF WORK, AND AT COMPLETION OF THE WORK, SO THAT ALL FINISHED SURFACES AREFREE OF ANY FOREIGN MATERIAL. CONDUCT CLEANING AND DISPOSAL OPERATIONS TO COMPLY WITH CODES, ORDINANCES, REGULATIONS,ANTI-POLLUTION LAWS AND LANDLORD REQUIREMENTS. REMOVE GREASE, MASTIC, ADHESIVES, DIRT, STAINS, LABELS AND OTHER FOREIGNMATERIALS FROM SIGHT EXPOSED SURFACES. GENERAL CONTRACTOR SHALL REMOVE ALL CONSTRUCTION DEBRIS FROM JOBSITE, ON ADAILY BASIS. 0710 CLEANING/ADJUSTING/MAINTENANCE/WARRANTIES: GENERAL CONTRACTOR WILL NOTIFY TENANT IMMEDIATELY OF ANY MISSING OR DAMAGED ITEMS THAT TENANT SUPPLIES AND GENERALCONTRACTOR INSTALLS. HE WILL OBTAIN AND FILL ALL NECESSARY PAPERWORK REQUIRED IN ORDER TO FACILITATE TENANT IN HISABILITY TO PROPERLY FILE CLAIM FOR DAMAGES OR LOSSES. REFER TO TENANT SHORTAGE/DAMAGED GOODS POLICY INCLUDED IN BIDINSTRUCTIONS FROM TENANT. GENERAL CONTRACTOR WILL RECEIVE AND UNLOAD ALL FIXTURES FROM THE FIXTURE SUPPLIER, ACCORDING TO THE TERMS ANDCONDITIONS IMPOSED BY THE MALL DEVELOPER, I.E. SPECIAL TIMES TO UNLOAD, ETC. FIXTURES TO BE SET BY GENERAL CONTRACTOR. DELIVER AND STORE MATERIALS IN SEALED CONTAINERS AND BUNDLES, FULLY IDENTIFIED WITH MANUFACTURER'S NAME, BRAND, TYPEAND GRADE. PROTECT MATERIALS FROM CORROSION AND DAMAGE. STORE IN A DRY VENTILATED SPACE, OFF THE GROUND.COORDINATE ALL DELIVERIES WITH THE MALL LANDLORD AND TENANT SUPPLIED MATERIAL VENDORS. 01610 PRODUCT HANDLING: BEFORE PERFORMING ANY WORK OR ORDERING ANY MATERIAL, THE GENERAL CONTRACTOR SHALL VERIFY ALL DIMENSIONS OF ANYEXISTING OR NEW WORK AND SHALL BE RESPONSIBLE FOR THEIR ACCURACY. ANY DIFFERENCES FOUND SHALL BE SUBMITTED TO THEOWNER FOR CONSIDERATION BEFORE PROCEEDING WITH WORK. EXAMINE THE SUBSTRATES AND ADJOINING CONSTRUCTION, AND THE CONDITIONS UNDER WHICH THE WORK IS TO BE PERFORMED. DONOT PROCEED WITH THE WORK UNTIL UNSATISFACTORY CONDITIONS DETRIMENTAL TO THE PROPER AND TIMELY COMPLETION OF THEWORK HAVE BEEN CORRECTED. GENERAL CONTRACTOR IS TO VISIT THE JOB SITE TO INSPECT THE EXISTING CONDITIONS AND TO VERIFY THE AMOUNT OF WORK THATWILL BE NECESSARY FOR THE PROJECT TO BE COMPLETED ACCORDING TO THE CONSTRUCTION DOCUMENTS. 01500 EXISTING CONDITIONS: 5. BE SURE TO CONTACT THE PROJECT MANAGER TO INFORM HIM/HER OF THE LOSS SO THAT, IF NECESSARY, THE ITEM(S) CAN BEREORDERED. 4. PHONE THE TRAFFIC DEPARTMENT IN HOFFMAN ESTATES, MITCH TODA (847) 765-4610, AND ADVISE EXTENT OF DAMAGE ORSHORTNESS AND TO RECEIVE DISPOSITION INSTRUCTIONS. 3. THERE ARE TIMES WHEN DAMAGE IS DISCOVERED ONLY UPON UNPACKING THE FREIGHT. IN ORDER TO RECEIVE PAYMENT FROMFREIGHT COMPANY, WE MUST PROVE THAT THE FREIGHT WAS DELIVERED IN DAMAGED CONDITION. THEREFORE, ALL CARTONSMUST BE INSPECTED FOR SIGNS OF DAMAGE OR ABUSE AND THIS IS TO BE NOTED. 2. AFTER DAMAGED OR MISSING ITEMS ARE NOTED ON FREIGHT BILL, HAVE CARRIER'S DRIVER ALSO SIGN IT. THIS WILL VERIFY THATBOTH PARTIES AGREE TO THE EXTENT OF DAMAGE OR SHORT ITEMS. 1. BEFORE SIGNING THE FREIGHT BILL, NOTE SPECIFICALLY THE ITEM(S) DAMAGED OR MISSING i.e., ONE LIGHT FIXTURE, TWO PIECESOF SLATWALL, ETC. INDICATED BELOW ARE INSTRUCTIONS ON HOW TO HANDLE SHORT, OR DAMAGED FREIGHT: 01030 SHORT / DAMAGED FREIGHT: WHEREVER A FIRE RESISTANCE CLASSIFICATION IS INDICATED OR REQUIRED FOR CONSTRUCTION, PROVIDE MATERIALS, ACCESSORIES ANDAPPLICATION PROCEDURES WHICH COMPLY WITH THE REQUIREMENTS OF UL "FIRE RESISTANCE INDEX" FOR THE UL DESIGN NUMBERSCORRESPONDING WITH THE CONSTRUCTION ASSEMBLIES INDICATED. FIRE-RATED CONSTRUCTION: THE CONTRACTOR ALSO ASSURES THAT ALL COMPONENTS, SPECIFIED OR REQUIRED TO SATISFACTORILY COMPLETE THE INSTALLATION ARECOMPATIBLE WITH EACH OTHER, WITH ADJOINING SUBSTRATES, MATERIALS AND WORK BY OTHER TRADES, AND WITH THE CONDITIONS OFINSTALLATION AND EXPECTED USE. THE CONTRACTOR ASSUMES OVERALL RESPONSIBILITY FOR THE WORK OF THIS PROJECT TO ASSURE THAT ALL ASSEMBLES, COMPONENTSAND PARTS INDICATED OR REQUIRED COMPLY WITH CONTRACT DOCUMENTS. ANY SUBSTITUTIONS MADE BY THE CONTRACTOR WITHOUTPRIOR WRITTEN APPROVAL OF THE OWNER WILL BE REJECTED AND REPLACED AT THE CONTRACTOR'S EXPENSE. QUALITY ASSURANCE: COMPLY WITH THE APPLICABLE SPECIFICATIONS AND STANDARDS OF UL, ASTM, ANSI, AWI, NEMA, AIA AND ALL OTHER STANDARDS OFMANUFACTURERS ASSOCIATIONS. REFERENCE STANDARDS: ALL WORK PERFORMED SHALL BE IN ACCORDANCE WITH ALL APPLICABLE CODES, REGULATIONS AND ORDINANCES HAVING JURISDICTION,AND IN ACCORDANCE WITH THE "DESIGN CRITERIA FOR TENANT WORK" ISSUED BY THE LANDLORD. REGULATORY AGENCIES: GENERAL CONTRACTOR SHALL SECURE AND PAY FOR THE FOLLOWING ITEMS, NECESSARY FOR EXECUTION AND COMPLETION OF THEWORK, AND AS APPLICABLE AT THE TIME OF RECEIPT OF BIDS: PERMITS, FEES, LICENSES, BONDS AND INSURANCE'S REQUIRED BYLOCAL AUTHORITIES AND/OR LANDLORD. GENERAL CONTRACTOR SHALL PROVIDE AND PAY FOR: LABOR, MATERIAL, EQUIPMENT, TOOLS, CONSTRUCTION EQUIPMENT, MACHINERY,WATER, HEAT AND UTILITIES REQUIRED FOR CONSTRUCTION AS WELL AS ANY OTHER FACILITIES AND SERVICE NECESSARY FOR PROPEREXECUTION AND COMPLETION OF THE WORK. WHEN WORK IS PERFORMED IN AN EXISTING STORE, PROVISIONS CAN BE MADE TO USEEXISTING UTILITIES, EXCEPT TELEPHONE, AND BILLS WILL BE PAID DIRECTLY BY TENANT. COORDINATE WITH TENANT UTILITY MANAGER @(954) 433.3435. CONTRACTOR RESPONSIBILITY: A RESPONSIBILITY SCHEDULE IS INDICATED ON THE PLANS. IT INCLUDES COORDINATION WITH OTHER WORK PERFORMED BY SEPARATECONTRACTORS OF THE PROJECT. WORK OF CONTRACT CAN BE SUMMARIZED BY REFERENCE TO THE CONTRACT, GENERAL CONDITIONS, SPECIFICATIONS, DRAWINGS,ADDENDA AND MODIFICATIONS TO THESE DOCUMENTS ISSUED SUBSEQUENT TO THE INITIAL PRINTING OF SAME. 01010 SUMMARY OF WORK: 4.10.1 ADD THE FOLLOWING: CONTRACTOR SHALL SUPPLY PROJECT MANAGER WITH A COMPLETE LIST OF ALL SUB-CONTRACTORS INVOLVEDWITH THE WORK, (NAME, ADDRESS AND TELEPHONE NUMBER)WITH SECOND APPLICATION FOR PAYMENT . SEND TWO COPIES TO THEHOME OFFICE, ATTENTION STORE PLANNING. HVAC AND H.W. HEATER INFORMATION MUST BE NOTED. REFER TO TENANT FORM. 4.4.1 ADD THE FOLLOWING: UTILITIES SHALL INCLUDE A JOB TELEPHONE TO BE INSTALLED WITHIN FIVE (5) WORKING DAYS AFTERCOMMENCEMENT OF THE WORK. COORDINATE WITH TENANT UTILITY MANAGER ARTICLE 4 00810 MODIFICATIONS TO GENERAL CONDITIONS: AS INDICATED IN THE AID DOCUMENT #A201 "GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION" 1987 EDITION. 00700 GENERAL CONDITIONS: 3. PROTECTION OF PERSONNEL: ERECT SIGNS, BARRICADES AND SUCH OTHER FORMS OF WARNING AS MAY BE REQUIRED TO PREVENTPERSONNEL FROM PUTTING THEMSELVES IN THE WAY OF INJURY. WHEN THE CONCRETE FLOOR SLAB IS EXISTING, PREPARE THE SLAB TO RECEIVE FINISH AS INDICATED ON THE PLANS. WHEN ON AGROUND FLOOR LOCATION, THE CONCRETE SLAB FLOOR SHALL BE SEALED IN THE AREAS TO RECEIVE CARPETING. WHEN SLABFLOOR IS TO BE EXECUTED AS PART OF THE CONTRACT, FOLLOW LANDLORD'S DIRECTIONS AND SPECIFICATIONS. GENERAL CONTRACTOR SHALL INSPECT THE EXISTING SLAB CONDITIONS TO DETERMINE THE AMOUNT OF CONCRETE FLOOR SLAB TOBE REMOVED AND REPLACED FOR INSTALLATION OF ELECTRICAL, MECHANICAL AND PLUMBING WORK AND STEEL COLUMNS FORGRILLE SUPPORT. ALL CONCRETE TRENCHING AND REFILLING, AS WELL AS ANY AND ALL PENETRATIONS OF THE SLAB, SHALL BEEXECUTED IN ACCORDANCE WITH THE LANDLORD'S REQUIREMENTS. FURNISH HARDWARE TEMPLATES IN A TIMELY MANNER TO THE VARIOUS AFFECTED TRADES FOR COORDINATION OF THEIR WORK. HARDWARE SHALL BE OF THE TYPE, FINISH AND MANUFACTURER SHOWN. MANUFACTURER'S CATALOG NUMBERS USED HEREIN AREINTENDED TO INDICATE THE QUALITY REQUIRED. ALTERNATE MANUFACTURERS AND PRODUCTS MAY BE SUBMITTED TO THE TENANTFOR SUBSTITUTION APPROVAL. NO OTHERS SHALL BE ACCEPTABLE. 1.1 CERAMIC TILE SHALL CONFORM TO REQUIREMENTS OF ANSI A137.1-1988 COLOR: REFER TO MATERIALS SCHEDULE. 1.5 GROUT SEALER: BONSAL OR EQUAL. 2.1 ACCEPTABILITY OF SURFACES WALLS FLOORS 1/8" IN 8' 1/8" IN 10' 2.3 MAX. GROUT JOINT = 1/8". END OF DIVISION PART 2 - PREPARATION / EXECUTION PROVIDE PAINTING AS SHOWN OR SPECIFIED. THE TERM "PAINT" INCLUDES ALL OPAQUE OR NATURAL, PRIME, INTERMEDIATE ORFINISH COATS OF FIELD APPLIED COATINGS. APPLY PAINT IN ACCORDANCE WITH MANUFACTURER'S DIRECTIONS. USEAPPLICATORS AND TECHNIQUES BEST SUITED FOR SUBSTRATE AND TYPE OF MATERIAL BEING APPLIED.PROVIDE TOP-OF-THE-LINE PAINT PRODUCTS MANUFACTURED BY ONE OF THE FOLLOWING MANUFACTURERS: ALL DESCRIPTIONSBASED ON SHERWIN-WILLIAMS: PROVIDE SUITABLE COVERING TO PROTECT WORK, THE WORK OF OTHERS AND ADJACENT SURFACES AND OBJECTS. REMOVE ORPROTECT SUCH ITEMS AS HARDWARE, ACCESSORIES, PLATES, LIGHT FIXTURES AND SIMILAR ITEMS PLACED PRIOR TO PAINTING.REPOSITION OR REMOVE PROTECTION UPON COMPLETION OF EACH SPACE. PREPARE SURFACES TO RECEIVE PAINT: THOROUGHLY CLEAN OFF GRIME, GREASE, DIRT, CHALK, DUST, LOOSE MATERIAL ANDOTHER SUBSTANCES THAT MAY INTERFERE WITH PROPER ADHESION OF PAINT. PAINT DRY SURFACE ONLY. SAND LIGHTLYBETWEEN EACH SUCCEEDING COAT OF PAINT. FILL DENTS, CRACKS, HOLLOW PLACES, OPEN JOINTS AND OTHER IRREGULARITIES WITH AN APPROVED FILLER SUITABLE FOR THEPURPOSE. AFTER SETTING, SAND TO A SMOOTH, HARD FINISH. CLEAN OFF ALL PAINT SPLATTER OCCURRING ON ADJACENT WORK. REPAIR OR REPLACE WITH NEW APPROVED MATERIAL ALLSURFACES DEFACED AS A RESULT OF THE WORK OF THIS SECTION AND LEAVE WORK IN A CLEAN, ACCEPTABLE CONDITION. DRYWALL:PRIME GYPSUM BOARD SURFACES WITH A LATEX PRIMER AND APPLY TWO (2) COATS OF ACRYLIC LATEX, "REGAL WALL SATIN"(FLAT).WOODWORK:PRIME WOODWORK SURFACES AND TRIMS WITH A WOOD PRIMER, AND APPLY TWO (2) COATS OF "REGAL AQUAGLO" SATIN FINISHENAMEL. WHEN TRANSPARENT FINISHES ARE CALLED FOR, USE MULTIPLE COATS TO PRODUCE GLASS-SMOOTH SURFACE FILMOF EVEN LUSTER. PROVIDE SATIN FINISH FOR FINAL COAT. METAL WORK:PRIME METAL SURFACES (AC REGISTERS AND DIFFUSER ACCESS PANELS) WITH AN ADEQUATE PRIMER AND APPLY TWO (2)COATS OF FLAT LATEX TO MATCH CEILING COLOR. PAINT INTERIOR SURFACES O.D. DUCTS WHERE VISIBLE THROUGH REGISTERSOR GRILLES WITH A FLAT, NON SPECULAR BLACK PAINT. OMIT PRIMER ON SURFACES THAT HAVE BEEN SHOP-PRIMED. METAL DOORS:PRIME DOOR SURFACES AND TRIM WITH ENAMEL PRIMER AND APPLY TWO (2) COATS OF SATIN FINISH ENAMEL AS SCHEDULED. SUPPLIED AND INSTALLED BY TENANT'S SIGN CONTRACTOR. GENERAL CONTRACTOR SHALL COORDINATE INSTALLATION TOASSURE PROPER COMPLIANCE WITH CONSTRUCTION DOCUMENTS AND LANDLORD CRITERIA. SUPPLIED AND INSTALLED BY GENERAL CONTRACTOR AS PER MANUFACTURER'S INSTRUCTIONS. REFER TO DRAWINGS FOR TYPEAND LOCATION. A. CONTRACTOR SHALL COORDINATE ALL EQUIPMENT WORK AND PLACEMENT WITH THE WORK OF ALL OTHER TRADES AND MAKEADJUSTMENTS AS REQUIRED TO ACCOMMODATE LOCATIONS OF EQUIPMENT. B. ALL EQUIPMENT WORK SHALL COMPLY WITH ALL GOVERNING BUILDING CODES AND LOCAL CODES. C. EQUIPMENT SHALL BE FURNISHED, UNLOADED, UNPACKED OR UNCRATED AND PLACED ACCORDING TO THE CONSTRUCTIONDOCUMENTS. A. ALL EQUIPMENT PROVIDED BY OWNER AND INSTALLED BY GENERAL CONTRACTOR IS TO BE INCLUDED IN GENERAL BID. B. GENERAL CONTRACTOR SHALL NOTIFY THE OWNER IMMEDIATELY OF ANY DAMAGE TO THE EQUIPMENT PRIOR TO INSTALLATION. C. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL FINAL HOOKUP OF ALL EQUIPMENT SUCH AS ALL MECHANICAL WORK,PLUMBING, & ELECTRICAL FOR THE EQUIPMENT LIST. D. ALL EQUIPMENT MANUALS, INSTRUCTION BOOKLETS & WARRANTY INFORMATION SHALL BE NEATLY BOUND & TURNED OVER TO THEOWNER BEFORE FINAL APPROVAL OF THE BUILDING. 1. GENERAL CONTRACTOR TO PROVIDE A PROFESSIONAL CLEANING SERVICE TO EXECUTE FINAL CLEANING PRIOR TO 1. ADJUST OPERATING PRODUCTS AND EQUIPMENT TO ENSURE TURN-OVER. 1. SUBMIT DATA BOUND IN 8-1/2x11 INCH TEXT PAGES, THREE D PRODUCTS IN QUANTITIES SPECIFIED ININDIVIDUAL SPECIFICATION SECTIONS.2. PREPARE BINDER COVER WITH PRINTED TITLE "OPERATION & MAINTENANCE INSTRUCTIONS", TITLE OF PROJECT.SIDE RING BINDER W/ DURABLE PLASTIC COVERS. 1. CLEAN INTERIOR AND EXTERIOR GLASS, SURFACES EXPOSED TO VIEW; REMOVE TEMPORARY LABELS, STAINS &FOREIGN SUBSTANCES, POLISH TRANSPARENT AND GLOSSY SURFACES, VACUUM CARPETED AND SOFT SURFACES. 2. CLEAN EQUIPMENT AND FIXTURES TO A SANITARY CONDITION WITH CLEANING MATERIALS APPROPRIATE TOTHE SURFACE AND MATERIAL BEING CLEANED.3. REMOVE WASTE & SURPLUS MATERIALS, RUBBISH & CONSTRUCTION FACILITIES FROM THE SITE. ANY AND ALL DEMOLITION REQUIRED TO COMPLETE CONSTRUCTION FOR THIS PROJECT MUST BE CONSIDERED PART OF THIS CONTRACTAND SHOULD BE EXECUTED IN ACCORDANCE WITH THE LANDLORD'S REQUIREMENTS. REQUIREMENTS. THE CONSTRUCTION DOCUMENTS INDICATED EXISTING CONDITIONS, WALLS, AREAS TO REMAIN BUT THE ARCHITECT DOES NOT CERTIFYTHAT ALL DEMOLITION WORK IS INDICATED ON THE PLANS. ANY ITEMS INDICATED AS EXISTING, TO REMAIN, HAVE TO BE INSPECTEDBY THE GENERAL CONTRACTOR TO DETERMINE IF ANY OF THESE ITEMS CAN BE REUSED. AT THE END OF CONSTRUCTION, THEEXISTING WALLS, AREAS, ETC., SHOULD BE LIKE-NEW CONSTRUCTION. ALL DEMOLISHED WORK SHALL BE REMOVED FROM THE PROJECTSITE AND LEGALLY DISPOSED OF. NO CONSTRUCTION MATERIALS ARE TO BE DISPOSED OF IN THE MALL TRASH RECEPTACLES ORDUMPSTERS WITHOUT LANDLORD'S PRIOR APPROVAL. REFER TO DEMOLITION PLAN NOTES. 1. SCOPE: FURNISH EQUIPMENT AND PERFORM LABOR REQUIRED TO EXECUTE THIS WORK AS INDICATED ON THE DRAWINGS ASSPECIFIED AND AS NECESSARY TO COMPLETE THE CONTRACT, INCLUDING, BUT NOT LIMITED TO, THESE MAJOR ITEMS. A. THE CONTRACTORS SHALL BE FULLY RESPONSIBLE FOR THE ADEQUACY AND INSTALLATION OF ALL TEMPORARY SHORING SYSTEMSUSED DURING THE REMOVING OF ALL STRUCTURAL ELEMENTS. B. THE DRAWINGS DO NOT NECESSARILY INDICATE THE FULL EXTENT OF THE WORK REQUIRED TO BE PERFORMED. INSPECT THEEXISTING CONSTRUCTION CAREFULLY TO DETERMINE THE FULL EXTENT OF WORK TO BE PERFORMED AND THE PROBLEMSINVOLVED. NO EXTRA COMPENSATION WILL BE ALLOWED BECAUSE OF FAILURE TO ESTIMATE THE FULL EXTENT OF THE WORK ORFOR ANY CONTINGENCY ALLOWANCES. C. ALL WORK SHALL BE PERFORMED BY SKILLED AND PROPERLY EQUIPPED PERSONNEL. DEMOLITION AND REMOVAL OF ITS ITEMSSCAFFOLD HIGH OR HIGHER SHALL BE LOWERED BY CONTROLLED METHODS, NOT BY THROWING OR DROPPING. PERFORM CUTTINGAND STRIPPING SO THAT THE WORK TO REMAIN IS UNDAMAGED AND IN SUCH A MANNER THAT NEW WORK CAN BE PROPERLY BECONNECTED WITH IT. D. UNFORESEEN CONDITIONS: INCLUDE IN THE BASE BID MISCELLANEOUS CUTTING AND PATCHING NECESSITATED AS A RESULT OFUNFORESEEN CONDITIONS AND THE REWORKING OF ABUTTING SURFACES AS REQUIRED TO MAKE NEW WORK JOIN AND MATCHEXISTING SURFACES TO REMAIN. NO EXTRA PAYMENTS BASED ON THE PLEA OF UNFORESEEN CONDITIONS WILL BE ALLOWED. E. G.C. TO COORDINATE WITH THE LANDLORD ALL WORK THAT MAY EFFECT NORMAL DAILY OPERATIONS OF THE LANDLORD PREMISESAND COMPLY WITH ALL RESTRICTIONS THE LANDLORD MAY HAVE ON DEMOLITION AND/ORCONSTRUCTION SCHEDULES. COOPERATEFULLY TO THE END THAT CERTAIN FACILITIES AND SERVICES ARE MAINTAINED IN OPERATION UNTIL IMMEDIATELY BEFORE THEIRREMOVAL IS REQUIRED TO PERMIT INSTALLATION OF NEW WORK. F. NOISE CONTROL: CARRY ON ALL WORK IN A MANNER WHICH WILL PRODUCE THE LEAST AMOUNT OF NOISE. INSTRUCT ALLWORKERS IN NOISE CONTROL PROCEDURES. THE DESIGN, FABRICATION AND INSTALLATION OF ALL MISCELLANEOUS METAL LINTELS, SUPPORTS AND FRAMING REQUIRED FOR ALLSTORE FRONT WORK SHALL BE THE SOLE RESPONSIBILITY OF THE TENANT'S GENERAL CONTRACTOR. ALL WOOD FRAMEWORK, WOOD BLOCKING AND PLYWOOD CONSTRUCTION SHALL BE FIRE RETARDANT TREATED AS REQUIRED BY LOCALCODES AND LANDLORD REQUIREMENTS.PARTICLE BOARD SHALL BE UL CLASS 1 FIRE-RATED, SANDED AND PREPARED TO RECEIVE PLASTIC LAMINATE OR PAINTED METALLAMINATE.WOOD FRAMING MEMBERS SHALL BE NO. 1 LIGHT FRAMING DOUGLAS FIR OR NO. 2 OR BETTER YELLOW PINE OF THE DIMENSIONSINDICATED ON THE PLANS.PLYWOOD SHALL BE GRADE B-D DOUGLAS FIR, SANDED AND PREPARED YO RECEIVE PLASTIC LAMINATE, METAL LAMINATE OR PAINT.PLYWOOD BACKING PANELS FOR MOUNTING ELECTRICAL OR TELEPHONE EQUIPMENT SHOULD BE FIRE RETARDANT TREATED PLYWOODWITH GRADE DESIGNATION, APA C-D NOT LESS THAN 3/4" THICK. PROVIDE FASTENERS AND ANCHORAGE OF THE TYPE, SIZE, MATERIAL AND FINISH AS RECOMMENDED BY APPLICABLE STANDARDS,COMPLYING WITH APPLICABLE FEDERAL SPECIFICATIONS FOR NAILS, STAPLES, SCREWS, BOLTS, NUTS, WASHERS AND ANCHORINGDEVICES.PROVIDE BLOCKING AS REQUIRED FOR INSTALLATION OF SHELVING, EQUIPMENT, ACCESSORIES, FIXTURES, AND FINISH HARDWARE OROTHER HEAVY ITEMS ON WALLS. FINISHED WOODS SHALL BE OF THE TYPE SPECIFIED IN THE PLANS AND SHOULD COMPLY WITH PREMIUM GRADE WORK ASDESCRIBED IN "ARCHITECTURAL WOODWORK QUALITY STANDARDS" PUBLISHED BY THE ARCHITECTURAL WOODWORD INSTITUTE. THE WOOD SHALL BE STRAIGHT AND FREE OF BLEMISHES AND OF SUFFICIENT LENGTH TO PERMIT A MINIMUM NUMBER OF JOINTS.CONDITION WOODWORK TO PREVAILING HUMIDITY CONDITIONS IN INSTALLATION AREAS PRIOR TO INSTALLING. INSTALL WOODWORK PLUMB, LEVEL, TRUE AND STRAIGHT WITH NO DISTORTIONS. SHIM AS REQUIRED USING CONCEALED SHIMS.INSTALL TO A TOLERANCE OF 1/8" IN 8'-0" FOR PLUMB & LEVEL & W/ NO VARIATIONS IN FLUSHNESS OF ADJOINING SURFACES.ANCHOR WOODWORK TO ANCHORS, OR BLOCKING BUILT-IN, OR DIRECTLY ATTACHED TO SUBSTRATE. SECURE W/ CONCEALEDFASTENERS. ALL SURFACES SHALL BE SANDED TO A SMOOTH SURFACE, READY FOR STAINING OR FINISH PAINTING AS PER DETAILS ANDSCHEDULES. 1. SILICONE SEALANTS (TYPE S): ASTM C920, SINGLE COMPONENT, NON-SAGGING, NON-STAINING, NON-BLEEDING; FORUSE AS GENERAL CAULKING; COLOR TO MATCH ADJACENT SURFACES, MANUFACTURER BY GE SILICONES OR EQUAL. ALL INTERIOR WOOD DOORS SHALL BE SOLID CORE (COORDINATE WITH DOOR SCHEDULE) FLUSH CONSTRUCTION, OF THE DIMENSIONSSHOWN, AND SHALL MEET OR EXCEED THE ANSI/NWSA INDUSTRY STANDARD I.S./SERIES & AWI QUALITY STANDARD FOR ARCHITECTURALFLUSH DOORS.DOORSKIN FOR PAINTED AND VINYL COVERED SURFACES SHALL BE OF PAINT GRADE. OVERALL THICKNESS OF DOORSKIN SHALL BE1/8" AND SHOULD BE BELT SANDED FOR PAINT FINISH. FINAL SANDING BY FIELD FINISHER. WHEN REQUIRED BY CODE, FIRE DOORSSHOULD HAVE THE REQUIRED FIRE RATING. WOOD FRAMES:EXAMINE DOOR FRAMES AND VERIFY THAT THE FRAMES ARE THE CORRECT TYPE AND HAVE BEEN INSTALLED AS REQUIRED FOR PROPERHANGING OF CORRESPONDING DOORS. ALIGN AND FIT THE DOORS IN THE FRAMES WITH THE FOLLOWING UNIFORM CLEARANCES ANDBEVELS. TRIM STILES AND RAILS ONLY TO THE EXTENT PERMITTED BY LABELING AGENCY. FOR NON-RATED DOORS, PROVIDE CLEARANCES OF 1/8" AT JAMBS AND HEADS, AND 1/8" FROM THE BOTTOM OF THE DOOR TO THETOP OF THE FINISH OR COVERING.FOR FIRE-RATED DOORS, PROVIDE CLEARANCES AND CORRESPONDING FIRE-RATED FRAMES IN ACCORDANCE WITH REQUIREMENTS OFNFPA NO. 80EXISTING DOORS:WHEN EXISTING DOOR IS TO REMAIN IN SERVICE, DOOR AND FRAME MUST BE RAISED 3/8" FROM EXISTING FLOOR TO PROVIDE FORDOOR CLEARANCE IF OVER NEW CARPET. B. PROVIDE COMMERCIAL GRADE HARDWARE, COMPLYING WITH PROJECT SPECIFICATIONS, IN SETS ACCORDING TO THE SCHEDULEHEREIN AND ON DOOR SCHEDULE DRAWING. REFER TO DOOR SCHEDULE HARDWARE. A. FURNISH AND INSTALL ALL GYPSUM DRYWALL AND SYSTEMS COMPLETE WITH PARTITION FRAMING, CEILING SUSPENSION SYSTEMSAND RELATED ACCESSORIES, PARTS, MATERIALS, ETC. AS SHOWN ON DRAWINGS AND AS SPECIFIED. INSTALL ALL MATERIALS PERMANUFACTURERS SPECIFICATIONS AND RECOMMENDATIONS. B. GYPSUM DRYWALL: ALL GYPSUM BOARD TO BE 5/8" TYPE "X" AS NOTED ON SHEET A1.0 (CONSTRUCTION PLAN). RESTROOMSTO RECEIVE MOISTURE RESISTANT GYPSUM BOARD. C. FASTENERS: DRYWALL SCREWS OF PROPER SIZE AND TYPE PER MANUFACTURERS RECOMMENDATIONS. D. PROVIDE MATERIALS, JOINT COMPOUNDS, TRIM, EDGES, BEADS, ETC. FROM A SINGLE SOURCE SUPPLIER. ALL TRIM SHALLCONSIST OF A TAPERED, GROOVED, AND PREPUNCHED FIN FOR SCREW ATTACHMENT AND TO ACCEPT BONDING AGENT. ALL BUTTJOINTS ARE TO BE NEAT WITH TIGHT JOINTS, AND ALL CORNERS ARE TO BE MITERED. ALL EDGES, BEADS AND TRIM TO BEPRE-FINISH ALUMINUM. NAILS, SCREWS, HEADS OR DIMPLES SHALL ALSO RECEIVE A THREE-COAT FINISH USING THE SAME MATERIAL AND MANNER AS THAT FORAS THAT FOR THE JOINTS. SAND SMOOTH ALL JOINTS AND SURFACES AND HAVE THEM READY TO RECEIVE THE WALL FINISH. VERIFY SAND SMOOTH ALL JOINTS AND SURFACES AND HAVE THEM READY TO RECEIVE THE WALL FINISH. VERIFY THAT THE EXISTING WALLTHAT THE EXISTING WALL SURFACES, IF ANY, ARE SMOOTH AND SUITABLE, AS A SUBSTRATE FOR THE FINISHES SCHEDULED. 1. G.C. SHALL PROVIDE AND INSTALL ACCESS PANELS AS REQUIRED BY LANDLORD AND SITE CONDITIONS (COORDINATE SIZEREQUIREMENTS, NUMBER OF PANELS REQUIRED AND LOCATIONS WITH LANDLORD AND ALL MECHANICAL TRADES). 2. ACCESS PANELS SHALL BE FLUSH TYPE (NO EXPOSED FLANGES) STYLE "DW" AS MANUFACTURED BY: MILCOR, 1101 EAST KIBBY,LIMA, OHIO, 45804. PHONE NUMBER: 419-227-6899 (SIZE AS REQUIRED) 3. PANELS TO BE FACTORY PRIMED (WHITE) READY TO RECEIVE FINAL FINISH (PAINT) BY G.C. B. BEFORE TILING, ALL SURFACES MUST BE FREE OF CURING COMPOUNDS, OIL, GREASE, WAX, DIRT, DUST, FORM RELEASES OROTHER SUBSTANCES THAT WOULD INTERFERE WITH PROPER BOND OF SETTING MATERIALS. IF TILE IS INSTALLED BY THETHIN-SET METHOD, CONCRETE SLABS SHALL BE STEEL TROWEL OR LIGHT BROOM FINISH. 2.2 SETTING METHODS: COMPLY WITH APPROPRIATE ANSI A108 SPECIFICATION CURRENT AND TILE COUNCIL OF AMERICAHANDBOOK FOR APPROPRIATE METHOD OF INSTALLATION FOR EACH SPECIFICATION. FOR ADHESIVE MORTAR APPLICATION USEFOLLOWING: WITH FLAT SIDE OF TROWEL, KEY MORTAR INTO SUBSTRATE. USING THE APPROPRIATE SIZE TROWEL, COMB MORTARIN ONE DIRECTION WITH NOTCHED SIDE OF TROWEL. SET TILE WITH A SLIDING MOTION, PERPENDICULAR TO THE MORTAR %COVERAGE AS POSSIBLE OF MORTAR TO TILE. RIDGES. OBTAIN AS NEAR AS 100 MORTAR MUST BE SUFFICIENTLY DISTRIBUTEDTO GIVE FULL SUPPORT UNDER ALL CORNERS AND EDGES OF THE TILE. PERIODICALLY, REMOVE SHEETS OR INDIVIDUAL TILESTO ASSURE PROPER BOND COVERAGE CONSISTENT WITH INDUSTRY SPECIFICATIONS. REPORT ALL UNACCEPTABLE SURFACES TO THE ARCHITECT IN WRITING, AND DO NOT TILE SUCH SURFACES UNTIL THEY ARELEVELED ENOUGH TO MEET ABOVE REQUIREMENTS. 2.4 EXPANSION JOINTS: INSTALL ARCHITECTURALLY DESIGNED EXPANSION JOINTS AS PER CURRENT TCA DETAIL EJ171.PREFABRICATED EXPANSION JOINT STRIPS CAN ALSO BE USED WHEN SUITABLE. 2.5 GROUTING METHODS: FOLLOW EXACTLY GROUT MANUFACTURES INSTRUCTIONS AND COMPLY WITH APPROPRIATE ANSI A108SPECIFICATION DEPENDING ON TYPE OF GROUT SELECTED. GROUTING IS NOT COMPLETE UNTIL ALL GROUT HAZE ANDRESIDUES ARE REMOVED FROM THE SURFACE OF THE TILE. 2.6 GROUT SEALER: COMPLY WITH MANUFACTURES INSTRUCTIONS AND APPROPRIATE ANSI SPECIFICATIONS FOR PRODUCTSELECTED.2.7 CLEANING AND PROTECTION A. LEAVE FINISHED INSTALLATION FREE OF CRACKED, CHIPPED, BROKEN, UNBONDED OR OTHERWISE DEFECTIVE TILE WORK. B. PROTECT ALL FLOOR TILE INSTALLATIONS WITH CLEAN CONSTRUCTION PAPER OR OTHER HEAVY COVERING DURING CONSTRUCTIONPERIOD TO PREVENT STAINING OR DAMAGE. NO FOOT OR WHEEL TRAFFIC PERMITTED ON FLOOR FOR AT LEAST THREE (3)DAYS AFTER GROUTING.A. FURNISH & INSTALL FINISH HARDWARE FOR INTERIOR & EXTERIOR DOORS WHEN CALLED FOR ON PLAN B. SEE DOOR SCHEDULE FOR SPECIFIC ITEMS, MANUFACTURERS AND MODEL NUMBERS. TEMPLATES SHALL BE FURNISHED FORUSE IN FIELD. C. FOLLOW DHI (DOOR AND HARDWARE INSTITUTE) STANDARDS & GUIDELINES AND AWI (AMERICAN WOODWORKINGINSTITUTE) STANDARDS FOR HARDWARE INSTALLED ON WOOD DOORS. D. FURNISH OWNER WITH MAINTENANCE DATA, MAINTENANCE PROCEDURES, MANUFACTURERS WARRANTIES AND SPECIAL TOOLS. E. FINISHES: PER HARDWARE SCHEDULE 01700 CLEANING/ADJUSTING/MAINTENANCE/WARRANTIES: A. FINAL CLEANING B. ADJUSTING C. OPERATION AND MAINTENANCE DATA PART 2 - PREPARATION / EXECUTION: A. FINAL CLEANING 02050 DEMOLITION: A. PROTECTION OF EXISTING WORK TO REMAIN. B. DEMOLISH EXISTING CONSTRUCTION WHERE INDICATED ON THE DRAWINGS AND WHERE REQUIRED BY JOB CONDITIONS. C. REMOVAL OF PARTITIONS, DOORS, FLOOR COVERINGS, AND CEILINGS. D. REMOVAL AND CAPPING OF MECHANICAL AND ELECTRICAL FIXTURES AND SERVICES. E. DEBRIS REMOVAL AND DISPOSAL. G. REMOVAL OF ANY EXISTING STOREFRONT, INCLUDING OVERHEAD ROLL-UP GRILLE. 2. GENERAL REQUIREMENTS 4. MECHANICAL, ELECTRICAL, AND PLUMBING A. CAREFULLY REVIEW PLANS AND DETERMINE LINES TO BE REMOVED AND THOSETO BE KEPT ACTIVE OR TO BE REACTIVATED.PROTECT LINES TO REMAIN. PROVIDE FOR MINIMUM SERVICE INTERRUPTION OF LINES TO REMAIN. B. REMOVE LINES COMPLETELY WHENEVER POSSIBLE. CUT AND CAP OR PLUG TO PREVENT ESCAPE OF GAS, LIQUID, ETC.. BEHINDTHE BACK OF THE FINISH MATERIAL. C. REPAIR, REPLACE, OR MAKE GOOD DAMAGE TO EXISTING CONSTRUCTION WHICH OCCURS AS A RESULT OF DEMOLITIONOPERATIONS, AT NO ADDITIONAL COST TO OWNER, THE ARCHITECT OF RECORD, OR THE LANDLORD. THESE REPAIRS SHALLINCLUDE ANY ROOF PATCHING REQUIRED DUE TO DEMOLITION AND SHALL BE COORDINATED WITH LANDLORD AND LANDLORD'SROOFING CONTRACTOR. 03010 CONCRETE: 03015 FLOOR SLAB MODIFICATIONS: 05010 STRUCTURAL METALS: 06100 ROUGH CARPENTRY: 2. JOINT BACKING: ROUND, OPEN CELL POLYETHYLENE FOAM ROD. 06400 ARCHITECTURAL WOODWORK: 06410 HARDWARE: 07900 SEALANT: A. EXPANSION JOINT MATERIAL, SEALANTS AND JOINT BACKING FORJOINTS BETWEEN DISSIMILAR MATERIALS. PART 2 - PREPARATION / EXECUTIONA. REMOVE LOOSE MATERIALS AND FOREIGN MATTER WHICH MIGHT IMPAIR ADHESION OF SEALANT. B. CLEAN AND PRIME JOINTS IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. C. PROTECT ELEMENTS SURROUNDING THE WORK OF THIS SECTION FROM DAMAGE OR DISFIGURATION. D. INSTALL SEALANT IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. E. INSTALL JOINT BACKING. F. APPLY SEALANT WITHIN RECOMMENDED APPLICATION TEMPERATURE RANGES. CONSULT MANUFACTURER WHEN SEALANT CANNOTBE APPLIED WITHIN THESE TEMPERATURE RANGES. A. KEYING 1. GENERAL CONTRACTOR TO COORDINATE KEYING AND MASTER KEYING WITH CONSTRUCTION MANAGER. 2. GENERAL CONTRACTOR TO INSTALL CONSTRUCTION CORES DURING CONSTRUCTION AND REPLACE WITH PERMANENTAT END OF JOB PRIOR TO TURN-OVER. 08210 WOOD DOORS: PART 2 - PREPARATION / EXECUTION A. COORDINATE THE WORK WITH OTHER DIRECTLY AFFECTED SECTIONS INVOLVING FABRICATION OF WALL INT. REINFORCEMENTFOR DOOR HARDWARE & RECESSED ITEMS. B. VERIFY THAT DOORS AND FRAMES ARE READY TO RECEIVE WORK AND DIMENSIONS ARE AS INDICATED. C. INSTALL HARDWARE IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. D. USE TEMPLATES PROVIDED BY HARDWARE ITEM MANUFACTURER. E. WHEREVER CUTTING AND FITTING IS REQUIRED TO INSTALL HARDWARE ONTO OR INTO SURFACES WHICH ARE LATER TO BEPAINTED OR OTHERWISE FINISHED, INSTALL EACH ITEM COMPLETELY, THEN REMOVE AND STORE DURING APPLICATION OFFINISHES. REINSTALL UPON COMPLETION OF FINISHING OPERATIONS. SPACE FASTENERS AND ANCHORAGES AS INDICATEDOR IN ACCORDANCE WITH FACTORY STANDARDS. F. ADJUST HARDWARE FOR SMOOTH OPERATION. 08710 DOOR HARDWARE: PART 1 - GENERAL 09250 GYPSUM DRYWALL SYSTEMS: PROVIDE ALL GYPSUM DRYWALL MATERIALS THROUGHOUT THE WORK PRODUCED BY ONE MANUFACTURER. PROVIDE METAL STUDS ANDFRAMING MEMBERS OF TYPES, GAUGES, SIZES AND CORROSIVE RESISTIVE TREATMENTS AS SHOWN. STUDS AND FRAMING: ROLL FORMED CHANNEL STUDS AND RUNNERS: ASTM C-645, FABRICATED OF GALVANIZED STEEL PER ASTM WITH FLANGES NOT LESS THAN 1 1/4" OF THE SIZES AND GAUGES SHOWN. METAL FURRING CHANNELS: HAT SHAPED, 7/8" HIGH, 25 GAUGE GALVANIZED.BACKER PLATES: 20 GAUGE GALVANIZED. HANGER WIRE: GALVANIZED, SOFT TEMPER STEEL WIRE, SIZED IN ACCORDANCE WITH ASTM C-754. HANGER ANCHORAGE: PROVIDE CONCRETE INSERTS, CLIPS, BOLTS, SCREWS AND OTHER DEVICES APPLICABLE TO THE INDICATED METHODOF STRUCTURAL ANCHORAGE FOR CEILING HANGERS. FURRING ANCHORAGE'S: 16 GAUGE GALVANIZED WIRE TIES, MANUFACTURER'S STANDARD WIRE-TYPE CLIPS, BOLTS, NAILS OR SCREWS, INACCORDANCE WITH ASTM C-754. METAL TO METAL WITHIN THE DRYWALL SYSTEM: 3/8" TYPE "S" OR S-12, PAN HEAD.ADHESIVES: AS RECOMMENDED BY THE GYPSUM BOARD MANUFACTURER. PROVIDE TRIM ACCESSORIES OF THE SIZES REQUIRED FOR THE DRYWALL APPLICATIONS SHOWN SPECIFIED, FABRICATED FROM GALVANIZEDSTEEL, & OF THE FOLLOWING TYPE: PROVIDE DRYWALL MOULDING OF THE TYPE AND SIZE INDICATED. PROVIDE METAL CORNER BEADAT EXTERNAL CORNERS WITH SMOOTH RIGID NOSE AND PERFORATED AND KNURLED FLANGES. CONCEAL FLANGES WITH AT LEAST 2COATS OF JOINT COMPOUND FEATHERED OUT APPROXIMATELY 9" ON BOTH SIDES OF THE EXPOSED METAL. WHERE DRYWALL ABUTS OR INTERSECTS DISSIMILAR CONSTRUCTION, PROVIDE SQUARE EDGE SEMI-FINISHING CASING BEAD (NO JOINTCOMPOUND TREATMENT NECESSARY).TAPE AND JOINT MATERIAL SHALL BE APPLIED TO THE JOINTS. THE JOINT COMPOUND SHALL BE SMOOTHED OUTAPPROXIMATLEY 4" WIDE. THIS IS TO BE IN THE NORMAL THREE-COAT PROCESS, ALLOWING 24 HOURS DRYING TIME BETWEENCOATS. ALL NAILS, SCREWS, HEADS OR DIMPLES SHALL ALSO RECEIVE A THREE-COAT FINISH USING THE SAME MATERIAL AND MANNER GYPSUM BOARD: 5/8" THICK UNLESS NOTED OTHERWISE. ASTM C36, TAPERED EDGES. PROVIDE "TYPE X" (FIRE RETARDANT) WHERE SHOWN AND AT DEMISING WALLS. WATER RESISTANT GYPSUM BOARD (GREENBOARD) ASTM C-630 TYPE "W". PROVIDE FOR WET WALLS IN TOILETS.USE "DURLOCK" BEHIND ALL CERAMIC TILE AND MARBLE ON WALLS. TRIM ACCESSORIES: 09300 PORCELAIN TILE: SECTION 1-PRODUCTS TYPE: CERAMIC TILE, REFER TO MATERIALS SCHEDULE. THICKNESS: CERAMIC TILE SHALL BE MANUFACTURED TO SPECIFIC THICKNESS AFTER FIRING AND SHALL BENOMINAL, REFER TO MATERIALS SCHEDULE. 1.2 SETTING MATERIALS: USE APPROPRIATE INSTALLATION MORTARS ACCORDING TO ANSI A118. SERIES ORA136.1992 TYPE 1. 1.4 WATERPROOFING/ANTI-FRACTURE MEMBRANE: SELECT PER ANSI A118.10-1993 AS REQUIRED. SECTION 2-INSTALLATION A. BEFORE TILING, VERIFY THAT ALL SURFACES TO BE TILED ARE STRUCTURALLY SOUND TRUE TO PLANE, AND FALL WITHINMAXIMUM VARIATIONS SHOWN BELOW: 09900 PAINTING: BENJAMIN MOORE, PPG INDUSTRIES,SHERWIN-WILLIAMS, PRATT & LAMBERT, GLIDDEN,NAPCO, BUTE 10430 ILLUMINATED SIGNS AND CEILING ELEMENTS: 10440 INTERIOR SIGNAGE: DIVISION 011000 - EQUIPMENT: 011001 - EQUIPMENT PART 1 - GENERAL SIZE: CERAMIC TILE SHALL BE MANUFACTURED TO SPECIFIC SIZE AFTER FIRING AND SHALL BE NOMINAL SIZE,REFER TO MATERIALS SCHEDULE. 1.3 GROUTING MATERIALS: SELECT GROUT PER ANSI A118.3, A118.5, A118.6 OR A118.8- 1992. POLYBLEND NON-SANDEDGROUT. MANUF. : BONSAL CO. COLOR: HONEY.F. REMOVAL OR CORING OF PORTIONS OF THE EXISTING CONCRETE SLAB AS REQUIRED FOR SERVICE AND EQUIPMENT LINE INSTALLATION. PATCHING SHALL BE ACCEPTABLE TO THE POINT THAT THE FINISH WILL ACCEPT SCHEDULED FINISH MATERIAL WITH NO NOTICEABLE EFFECT OF AN ALTERATION HAVING BEEN MADE. PROTECTION OF MATERIALS / FURNITURE ON SITE: G.C. IS RESPONSIBLE FOR THE SECURITY, CARE AND DAMAGE PREVENTION OF ALL MATERIALS AFTER DELIVERY TO JOB SITE. G.C. WILL BE BACKCHARGED FOR DAMAGES AND MISSING ITEMS. CHECKED: PROJECT NO: DATE: REVISIONS NO DATE REMARKS DRAWN: SEAL: THE SHOPS SANTA ANITA 400 S BALDWIN AVE SPACE T6 ARCADIA CA 91007 2025.0904 JOSEPH WHALENARCHITECT 1 EAST 22ND STREET, SUITE 400LOMBARD, IL 60148630.932.2336 THIS DOCUMENT IS NOT CO P Y R I G H T © 2 0 2 6 J O S E P H W H A L E N R E S E R V E S C O P Y R I G H T & O T H E R R I G H T S R E S T R I C T I N G T H E S E D O C U M E N T S T O T H E O R I G I N A L S I T E O R P U R P O S E F O R W H I C H T H E Y W E R E P R E P A R E D . R E P R O D U C T I O N S , C H A N G E S O R A S S I G N M E N T S A R E P R O H I B I T E D . 03.03.26 T105 ARCHITECTURAL SPECIFICATIONS CTMS 02/29/2028 2026.03.05 14:04:44-06'00' # 1. G.C. TO VERIFY ALL DIMENSIONS AND COORDINATE WITHIN (1) WEEKOF START OF PROJECT &/OR BEFORE ANY NEW CONSTRUCTIONBEGINS. ANY DISCREPANCIES TO BE RESOLVED WITH BOX LUNCHPROJECT MANAGER PRIOR TO START OF FRAMING OR ROUGH-IN. 2. G.C. TO COORDINATE TENANT PROVIDED GRAPHICS 48 HOURS AFTERSTART DATE, BARRICADE CONSTRUCTION OR RECEIPT OF GRAPHICS. 3. CONTRACTOR TO VERIFY, PRIOR TO BIDDING, COMPLETE SCOPE OFDEMOLITION. ALL REQUIRED DEMOLITION TO BE INCLUDED IN THE BASEBID. DEMOLITION PLAN IS ONLY AN ESTIMATE OF SCOPE OF WORK. 4. ALL DEMOLITION WORK IS BY G.C. UNLESS NOTED OTHERWISE. 5. CONSTRUCTION BARRICADES ARE NOT PERMITTED. ONLY WINDOWCOVERINGS ARE ALLOWED. 6. SHADED AREAS ON PLAN INDICATE AREAS OF TENANT SPACE WITHEXISTING FINISHES AND FIXTURES TO REMAIN UNLESS NOTED OTHERWISE. DEMOLITION FLOOR PLAN KEYED NOTES:DEMOLITION NOTES: CONSTRUCTION NOTES: 1. EXISTING DEMISING WALLS - REMOVE ALL EXISTING FIXTURES ON WALLS- REPAIR, REPLACE OR INSTALL NEW 5/8" TYPE "X" GYPSUM BOARD ASREQUIRED. 2. REMOVE ANY EXISTING FIXTURES AND MATERIALS IN SPACE. REMOVEEXISTING CEILING AND GRID, WHERE EXISTING U.O.N. 3. CONTRACTOR TO VERIFY CONDITION OF ANY EXISTING DOORS TOREMAIN. VERIFY CONDITION OF HARDWARE. REPLACE IF NECESSARY.PROVIDE HARDWARE AS SPEC'D ON DRAWINGS. 4. SEE MECH. & ELECTRICAL DRAWINGS FOR FURTHER DEMOLITION WORK. 5. G.C. TO VERIFY AND REMOVE ADDITIONAL ITEMS PER PLANS AS REQ'D. 6. GENERAL CONTRACTOR TO MAINTAIN THE INTEGRITY OF ALLFIRE-RATED CONSTRUCTION. G.C. TO REPLACE OR RELOCATE, INACCORDANCE W/ LOCAL CODES. ALL FIRE SUPPRESSION & FIREALARM EQUIPMENT DISTURBED BY DEMOLITION OR CONSTRUCTION. 7. REMOVE ALL DEMOLITION MATERIALS INCLUDING RUBBISH AND DEBRISPRIOR TO NEW CONSTRUCTION. 8. G.C. TO REMOVE ALL FLOORING & SUB-FLOORING MATERIAL DOWNTO THE SLAB, U.O.N. - PROVIDE SMOOTH LEVEL SLAB FOR SCHEDULEDFINISHES AND REMOVE ALL ADHESIVES, SOLVENTS OR OTHERCOMPOUNDS - CHEMICAL PREPARATION OF THE SLAB IS NOTACCEPTABLE - REFER TO MANUFACTURER'S INSTALLATION DIRECTIONSFOR FURTHER REQUIREMENTS 6 2 5 8 9 ±70'-0" V.I.F. ±3 0 ' - 1 " V . I . F . SCALE:2 DEMOLITION STOREFRONT ELEVATION 3/16" = 1'-0" ±3 0 ' - 6 " V . I . F . MALL COMMON AREA SERVICECORRIDOR ADJACENT TENANT ADJACENT TENANT SCALE:1 DEMOLITION FLOOR PLAN 3/16" = 1'-0" NORTH 3 7 10 11 13 14 LANDLORD REVIEW COMMENTS 2 D101 12 ±62'-8" V.I.F. 1. EXISTING STOREFRONT CONSTRUCTION TO REMAIN. REMOVE PREVIOUS TENANT FINISHES AS REQUIRED PREP TO RECEIVE "MT-2" FINISH. SEE A501. 2. REMOVE EXISTING FLOORING DOWN TO EXISTING CONCRETE SLAB TO BECOME SALES FLOOR AND FITTING ROOM. PROVIDE CLEAN/SMOOTH SURFACE AND PREP FOR NEW FINISH. REFER TO SHEET A301. 3. REMOVE EXISTING BUMPOUTS. PATCH AND REPAIR ADJACENT SURFACES AS REQUIRED AND PREP FOR WALL INFILL AS REQUIRED FOR NEW FLUSH SURFACE. 4. REMOVE EXISTING DOOR. DOOR FRAME TO REMAIN. 5. PREPARE AREA OF FLOORING FOR TRENCHING AT NEW CASHWRAP LOCATION AS REQUIRED. REFER TO DETAILS 8,12/A302. AND ELECTRICAL DRAWINGS. 6. PREPARE AREA OF FLOORING FOR TRENCHING AT TV MOUNT FIXTURE FOR WIRING AS REQUIRED. REFER TO ELECTRICAL SHEETS. REFER TO 12/A302. 7. REMOVE EXISTING PARTITION WALLS AND ASSOCIATED DOORS SHOWN DASHED AND REPAIR ADJACENT SURFACES AS REQUIRED. 8. EXISTING PLUMBING FIXTURES , FLOORING, CEILING, LIGHTING AND FINISHES IN EXISTING RESTROOM TO REMAIN. CLEAN , PATCH AND REPAIR AS REQUIRED. GC TO VERIFY ADA COMPLIANCE. ALERT OWNER OF ANY DISCREPANCIES. ENSURE IN GOOD WORKING CONDITION AS REQUIRED. SEE SHEET T103. 9. EXISTING ELECTRICAL PANELS TO REMAIN AND PROTECT DURING ALL PHASES OF CONSTRUCTION. 10. EXISTING REAR EXIT DOOR TO REMAIN - G.C. TO REPLACE HARDWARE AS REQUIRED. SEE HARDWARE SCHEDULE ON SHEET T104. 11. REMOVE AND DISPOSE OF ANY FIXTURES, MILLWORK, AND SHELVING.PATCH AND REPAIR SURFACES AS REQUIRED. 12. REMOVE AND DISPOSE STOCKROOM SHELVING. PATCH AND REPAIR SURFACES AND ADJACENT WALL AS REQUIRED. SUPPLEMENT AS REQUIRED. COORDINATE ANY REQUIRED NEW SHELVING WITH PM. SEE RESPONSIBILITY SCHEDULE ON SHEET T104 AND A403. 13. REMOVE AND DISPOSE EXISTING CASHWRAP AND REMOVE ELECTRICAL BACK TO SOURCE. PATCH AND REPAIR ADJACENT SURFACES AS REQUIRED. 14. REMOVE EXISTING FLOORING IN ALCOVE. PREP FOR NEW VINYL TILE TO MATCH EXISTING. SEE A301. 15. EXISTING WALL-MOUNTED SHELVING IN RESTROOM TO REMAIN. 16. EXISTING DOORS TO REMAIN. G.C. TO UNINSTALL DOORS, REMOVE METAL FRAMING AND PULLS, CLEAN AND REPAIR TO SMOOTH SURFACE. POWDER COATED MATTE BLACK AND REINSTALL AS REQUIRED. 17. EXISTING GLAZING, FRAMING AND BASE TO REMAIN. PREP TO RECEIVE NEW ELECTROSTATIC PAINT. SEE A501. 18. REMOVE EXISTING MALL TILE AT ENTRANCE. PREP FOR NEW "T-1" TILE. SEE A501. 19. PREPARE AREA OF FLOORING FOR TRENCHING AT ENTRY FOR EAS SYSTEM WIRING AS REQUIRED. REFER TO ELECTRICAL SHEETS. REFER TO 12/A302. 1 1 2 7 7 4 1 3 3 7'-7" 22'-1"8'- 1 0 " 7'- 1 1 " 12 15 16 17 18 19 BACK OF HOUSE AREA: -EXISTING OPENING CEILING, FLOORING, LIGHTING AND FINISHES TO REMAIN U.O.N. CLEAN/ PATCH AND REPAIR FOR ALL. -EXISTING PLUMBING FIXTURES TO REMAIN, ENSURE IN GOOD WORKING ORDER. -EXISTING WALL SHELVING IN RESTROOM TO REMAIN. -REMOVE ALL UNUSED FIXTURES AND WIRING/ SECURITY DEVICESU.O.N. -EXISTING DOORS TO REMAIN U.O.N. -EXISTING ELECTRICAL PANELS TO REMAIN U.O.N. -ADD B2 BASE WHEREVER MISSING. DEMO FLOOR FLOOR TOREMAIN DEMO FLOOR FLOOR TO REMAIN DEMO FLOOR FLOOR TOREMAIN 16 3 CHECKED: PROJECT NO: DATE: REVISIONS NO DATE REMARKS DRAWN: SEAL: THE SHOPS SANTA ANITA 400 S BALDWIN AVE SPACE T6 ARCADIA CA 91007 2025.0904 JOSEPH WHALENARCHITECT 1 EAST 22ND STREET, SUITE 400LOMBARD, IL 60148630.932.2336 THIS DOCUMENT IS NOT CO P Y R I G H T © 2 0 2 6 J O S E P H W H A L E N R E S E R V E S C O P Y R I G H T & O T H E R R I G H T S R E S T R I C T I N G T H E S E D O C U M E N T S T O T H E O R I G I N A L S I T E O R P U R P O S E F O R W H I C H T H E Y W E R E P R E P A R E D . R E P R O D U C T I O N S , C H A N G E S O R A S S I G N M E N T S A R E P R O H I B I T E D . 03.03.26 D101 DEMOLITION PLAN CTMS 02/29/2028 2026.03.05 14:04:44-06'00' 1.EXISTING DEMISING WALLS - REMOVE ALL EXISTING FIXTURES ONWALLS - REPAIR, REPLACE OR INSTALL NEW 5/8" TYPE "X" GYPSUMBOARD AS REQUIRED. 2.REMOVE ANY EXISTING FIXTURES AND MATERIALS IN SPACE.REMOVE EXISTING CEILING AND GRID, U.O.N. 3. CONTRACTOR TO VERIFY CONDITION OF ANY EXISTING DOORS TOREMAIN. VERIFY CONDITION OF HARDWARE. REPLACE IFNECESSARY. PROVIDE HARDWARE AS SPEC'D ON DRAWINGS. 4. SEE MECH. & ELECTRICAL DRAWINGS FOR FURTHER DEMOLITIONWORK. 5. G.C. TO VERIFY AND REMOVE ADDITIONAL ITEMS PER PLANS ASREQ'D. 6. GENERAL CONTRACTOR TO MAINTAIN THE INTEGRITY OF ALLFIRE-RATED CONSTRUCTION. G.C. TO REPLACE OR RELOCATE, INACCORDANCE W/ LOCAL CODES. ALL FIRE SUPPRESSION & FIREALARM EQUIPMENT DISTURBED BY DEMOLITION OR CONSTRUCTION. 7. REMOVE ALL DEMOLITION MATERIALS INCLUDING RUBBISH ANDDEBRIS PRIOR TO NEW CONSTRUCTION. 8. G.C. TO REMOVE ALL FLOORING & SUB-FLOORING MATERIAL DOWNTO THE SLAB, U.O.N. - PROVIDE SMOOTH LEVEL SLAB FORSCHEDULED FINISHES AND REMOVE ALL ADHESIVES, SOLVENTS OROTHER COMPOUNDS - CHEMICAL PREPARATION OF THE SLAB IS NOTACCEPTABLE - REFER TO MANUFACTURER'S INSTALLATIONDIRECTIONS FOR FURTHER REQUIREMENTS # 1.G.C. TO VERIFY ALL DIMENSIONS WITHIN (1) WEEK OF START OFPROJECT &/OR BEFORE ANY NEW CONSTRUCTION BEGINS. ANYDISCREPANCIES TO BE RESOLVED WITH HOT TOPIC PROJECTMANAGER PRIOR TO START OF FRAMING OR ROUGH-IN. 2.G.C. TO INSTALL TENANT PROVIDED GRAPHICS 48 HOURS AFTERSTART DATE, BARRICADE CONSTRUCTION OR RECEIPT OF GRAPHICS. 3. CONTRACTOR TO VERIFY, PRIOR TO BIDDING, COMPLETE SCOPE OFDEMOLITION. ALL REQUIRED DEMOLITION TO BE INCLUDED IN THEBASE BID. DEMOLITION PLAN IS ONLY AN ESTIMATE OF SCOPE OFWORK. 4. ALL DEMOLITION WORK IS BY G.C. UNLESS NOTED OTHERWISE. 5. G.C. SHALL CONTACT THE MALL OPERATIONS MANAGER &CONFIRM THE REQUIREMENTS FOR THE STOREFRONT BARRICADE &PROVIDE ACCORDINGLY 6. SHADED AREAS ON PLAN INDICATE AREAS OF TENANT SPACE WITHEXISTING FINISHES AND FIXTURES TO REMAIN UNLESS NOTEDOTHERWISE. DEMOLITION RCP KEYED NOTES: DEMOLITION NOTES: CONSTRUCTION NOTES: STRIP LIGHT CEILING LEGEND REMOVE EMERGENCY EXIT SIGN/ BUG-EYE LIGHT DEMO GYP. BD. CEILING/SOFFIT REMOVED TRACK LIGHT EXISTING DIFFUSER/RETURN 4 5 8 1. EXISTING CEILING GRID AND TILES IN BOH TO REMAIN. G.C. TO REPLACE ANY DAMAGED TILES WITH NEW TO MATCH EXISTING. HVAC NOTES: SCALE:1 DEMOLITION REFLECTED CEILING PLAN 3/16" = 1'-0" NORTH 3 6 TYP. 9 10 11 TYP. SERVICE CORRIDOR MALL COMMONAREA ADJACENTTENANT ADJACENTTENANT LANDLORD REVIEW COMMENTS 1. G.C. TO RELOCATE EXISTING EMERGENCY LIGHT FOR NEW BACKWRAP. 2. REMOVE EXISTING GYPSUM BOARD CEILING THROUGHOUT. GC TO PATCH AND REPAIR ADJACENT SURFACES THROUGHOUT AND EXTEND GYP TO DECK AS REQUIRED AFTER CEILING DEMOLITION. PREP FOR NEW FINISH. SEE A301 AND A201. 3. REMOVE EXISTING SIGNAGE AS REQUIRED. PATCH AND REPAIR, PREP FOR NEW SIGN, SEE A501. 4. EXISTING SOFFIT TO REMAIN AT ±10'-0". REMOVE EXISTING LIGHTING AND FIXTURES FROM SOFFIT. PATCH AND REPAIR AS REQUIRED. PREP FOR NEW FINISH. 5. REMOVE AND DISPOSE OF EXISTING LIGHTING FIXTURES THROUGHOUT SALES AREA, REUSE ELECTRICAL AS REQUIRED. REMOVE ALL UNUSED WIRING. REFER TO ELECTRICAL DRAWINGS FOR NEW LIGHTING. COORDINATE LOCATIONS WITH SHEET A201. 6. EXISTING RESTROOM GYP. BOARD CEILING AND ASSOCIATEDLIGHTING AND DIFFUSERS TO REMAIN. G.C. TO CLEAN TO LIKE NEW CONDITION AND ENSURE IN GOOD WORKING CONDITION. 7. EXISTING MECHANICAL EQUIPMENT IN RESTROOM TO REMAIN. REFER TO MECHANICAL DRAWINGS FOR MORE INFORMATION. 8. REMOVE AND DISPOSE OF EXISTING EMERGENCY EXIT LIGHTS. REFER TO ELECTRICAL SHEETS AND A201 FOR NEW EMERGENCY FIXTURE LOCATIONS. 9. REMOVE AND DISPOSE EXISTING STRIP LIGHT FIXTURES IN NEW SALES AREA. SEE A201 FOR MORE DETAILS. 10. EXISTING TRANSFORMER TO REMAIN. G.C. TO ENSURE IN GOOD WORKING CONDITION. 11. REMOVE EXISTING FLEX DUCT AND DIFFUSERS, REFER TO MECHANICAL DRAWINGS FOR NEW DUCT MOUNTED REGISTERS FOR NEW OPEN CEILING. 12. EXISTING EMERGENCY EXIT LIGHTS TO REMAIN. REFER TO ELECTRICAL SHEETS AND A201 FOR NEW EMERGENCY FIXTURE LOCATION. 13. EXISTING STRIP LIGHT FIXTURES TO REMAIN. G.C. TO ENSURE GOOD WORKING CONDITION. 2 4 4 8 7 11 5 2 2 12 12 12 TYP. EXISTING GYP. BD. CEILING/SOFFIT 5 13 13 1 CHECKED: PROJECT NO: DATE: REVISIONS NO DATE REMARKS DRAWN: SEAL: THE SHOPS SANTA ANITA 400 S BALDWIN AVE SPACE T6 ARCADIA CA 91007 2025.0904 JOSEPH WHALENARCHITECT 1 EAST 22ND STREET, SUITE 400LOMBARD, IL 60148630.932.2336 THIS DOCUMENT IS NOT CO P Y R I G H T © 2 0 2 6 J O S E P H W H A L E N R E S E R V E S C O P Y R I G H T & O T H E R R I G H T S R E S T R I C T I N G T H E S E D O C U M E N T S T O T H E O R I G I N A L S I T E O R P U R P O S E F O R W H I C H T H E Y W E R E P R E P A R E D . R E P R O D U C T I O N S , C H A N G E S O R A S S I G N M E N T S A R E P R O H I B I T E D . 03.03.26 D102 DEMOLITION RCP CTMS 02/29/2028 2026.03.05 14:04:44-06'00' TABLE BELOW IS BASED ON THE STEEL STUD MANUFACTURERSASSOCIATION 2012 IBC TECHNICAL INFORMATION CATALOG(INTERIOR WALL LIMITING HEIGHTS - NON-COMPOSITE - FULLBRACED), REQUIREMENT FOR 5 PSF LATERAL PRESSURE AND 1/240ALLOWABLE DEFLECTION FOR FLEXIBLE FINISHES, WITH 1 LAYER OFGYP. BD. PER SIDE OF STUD. 1-5/8" 162S125-30 20 GA. DRYWALL 16" 8'-5" 162S125-33 20 GA. STRUCTURAL 16" 8'-8" 2-1/2" 250S125-30 20 GA. DRYWALL 16" 11'-7" 250S125-33 20 GA. STRUCTURAL 16" 12'-0" 250S125-43 18 GA. 16" 13'-0" 3-5/8" 362S125-30 20 GA. DRYWALL 16" 15'-6" 362S125-33 20 GA. STRUCTURAL 16" 16'-0" 362S125-43 18 GA. 16" 17'-5" 362S125-54 16 GA. 16" 18'-7" 362S125-68 14 GA.16" 19'-11" 6" 600S125-30 20 GA. DRYWALL 16" 22'-11" 600S125-33 20 GA. STRUCTURAL 16" 23'-9" 600S125-43 18 GA. 16" 26'-1" 600S125-54 16 GA. 16" 27'-11" 600S125-68 14 GA. 16" 30'-0" NESTED STUD COLUMNS: SEE PLAN FOR SIZES AND GAUGE. NESTED STUD BEAMS: SEE WALL TYPES FOR SIZES AND GAUGE. EXISTING WALL TO REMAIN NEW WALL EXISTING STOREFRONT TO REMAIN KEY NOTE DOOR TAG, REFER TO DOOR SCHEDULE, T104 PARTITION TYPE 1. CONTRACTOR TO INCLUDE IN BASE BID TO PATCH, FLOAT OR REPLACE GYP. BOARD ON DEMISING WALLS WHERE GYP. BD. IS DAMAGED, UNSIGHTLY OR MISSING FOR AN "AS NEW" FINISHEDSURFACE. 2. WRITTEN DIMENSIONS HOLD PREFERENCE OVER SCALED DIMENSIONS. DO NOT SCALE DRAWINGS. CONTRACTORS MUST VISIT JOB SITE TO VERIFY ALL EXISTING CONDITIONS PRIOR TO SUBMITTING BIDS. 1. G.C. TO VERIFY ALL DIMENSIONS WITHIN (1) WEEK OF START OFPROJECT &/OR BEFORE ANY NEW CONSTRUCTION BEGINS. ANYDISCREPANCIES TO BE RESOLVED WITH BOX LUNCH P.M. PRIORTO START OF FRAMING OR ROUGH-IN. 1. STOREFRONT BARRICADE GRAPHICS SUPPLIED AND INSTALLEDBY TENANT VENDOR. COORDINATE W/ BOX LUNCH PROJECTMANAGER. FLOOR PLAN KEYED NOTES: GENERAL NOTES: SPACE VERIFICATION NOTE: BARRICADE NOTE: WALL LEGEND TAG LEGEND STUD GA. LIMITING HT. SCHEDULE A. B. C.CAUTION! WHEN USING STUDS MANUFACTURED BY A COMPANY GENERAL CONTRACTOR TO VERIFY MANUFACTURERS STUD STRENGTH AND LIMITING HEIGHT. ADJUST GAUGE AND MAXIMUM HEIGHT RECOMMENDED BY MANUFACTURER'S CURRENT PRINTED SPECIFICATION. SCHEDULED HEIGHTS MAY BE INCREASED BY 50% WHERE THESTUDS ARE DIAGONALLY BRACED AT THE MAXIMUM HEIGHTPOINT TO THE STRUCTURE ABOVE @ 4'-0" O.C. STUDWIDTH STUDTYPE STUDGAUGE STUDSPACING MAXIMUMHT # # # 1 A501 1 EXISTING DEMISING WALL PARTITION N.T.S. SALES AREA FINISH FLOOR ±1 2 ' - 5 1 / 2 " WALL PARTITION N.T.S. PARTITION TYPEPARTITION TYPE EXISTING DEMISINGWALL TO REMAIN. ADJACENTTENANT INSTALL NEW SLATWALL ON EXISTING PARTITIONFROM BASE TO 12''-5 1/2" A.F.F. IN SALES AREA ONLY. INSTALL 6" 20-25 GAUGE METAL FLAT STRAPPING AT ALL HORIZONTAL SLATWALL SEAMS. # PARTITION TYPE 3 45 WALL PARTITION N.T.S. 3'-0"5'-6" 3 2 1 12 1 2 3 2 SERVICE CORRIDOR MALL COMMON AREA ADJACENT TENANT ADJACENTTENANT EXISTING STOCK AREA 103 FITTING ROOM 101 EXISTING RESTROOM 102 SALES AREA 100 29'-11" 2'- 0 " 3'- 2 " 2'- 2 " ±5 ' - 9 " ±2 ' - 0 " ±10'-3"±5'-6" ±1 3 ' - 6 " 7'- 1 1 " ±59'-9" ±67'-4" 1 1 1 1 6 6 8'-0" SW-A SLATWALL 7 9 10 4 SCALE:1 FLOOR PLAN 3/16" = 1'-0" NORTH 2 1 1 SALES AREA / STOCK ROOM FINISH FLOOR ±1 2 ' - 5 1 / 2 " INSTALL NEW SLATWALL SALES AREA ONLY ON PARTITION FROM BASE TO 12''-5 1/2" A.F.F. IN SALES AREA ONLY.INSTALL 6" 20-25 GAUGE METAL FLATSTRAPPING AT ALL HORIZONTAL SLATWALL SEAMS. 9'- 0 " FITTING ROOM 3 5/8" 20 GA MTL.STUD @ 16" O.C. TODECK BY G.C. 5/8" GYP. BD CLG. ON 6" 20 GA. MTL. STUDS @ 16" O.C. BY GC 5/8" GYP. BD. TO CLG. ABOVE 5/8" GYP. BD. TO DECK 1/2" MIN. DEFLECTIONTRACK SECURE BOTTOM TRACK TO CONCRETE SLAB USING POWER DRIVEN FASTENERS MIN. .145 AT 18" O.C. SALES AREA FINISH FLOOR ±1 2 ' - 5 " STOCKROOM INSTALL NEW SLATWALL ON NEW PARTITION FROM BASE TO 12''-5 1/2" A.F.F. IN SALES AREA ONLY. INSTALL 6" 20-25 GAUGE METAL FLAT STRAPPING AT ALL HORIZONTAL SLATWALLSEAMS. LANDLORD REVIEW COMMENTS STRUCTURE ±16'-8" EXISTING TO DECKSTRUCTURE ±16'-8" EXISTING TO DECK STRUCTURE ±16'-8" EXISTING TO DECK EXTEND WALL ASSEMBLY(FRAMING, GYP. BD. ETC)TO DECK AS REQUIREDAFTER CEILINGDEMOLITION. 3 7'-2" ±2 1 ' - 9 " 16 ' - 8 " 24'-2" 11 ' - 5 " ±1 ' - 2 " ±1'-3" ±1 1 ' - 1 1 " ±8 ' - 0 " ±1 0 ' - 8 " ±41'-2" EXISTING JANITOR'S CLOSET 104 1. INSTALL NEW SLATWALL, SW-1/SW-2. REFER TO RESPONSIBILITY SCHEDULE SHEET T-104 AND DETAILS 7,13/A302. INSTALL 6" 20-25 GAUGE METAL FLAT STRAPPING AT ALL HORIZONTAL SLATWALL SEAMS. SEE DETAILS 7, 13/A302 2. CASHWRAP UNIT AND BACKWRAP. NO SLATWALL BEHIND BACKWRAP. REFER TO FIXTURE PLAN ON SHEET A301. 3. PREPARE AREA OF FLOORING FOR TRENCHING AT NEW CASHWRAPAND TV LOCATION. SEE DETAILS 8,12/A302. COORDINATE W/ ELECTRICAL. 4. EXISTING FRAMING AND GLAZING TO REMAIN. G.C. TO ENSURE GOOD WORKING CONDITION. ALL FRAMING TO ELECTROSTATICPAINT MATTE BLACK. SEE STOREFRONT ELEVATION SHEET A501 AND RESPONSIBILITY SCHEDULE SHEET T104. 5. EXISTING DOORS TO REMAIN. G.C. TO UNINSTALL DOORS, REMOVE METAL FRAMING AND PULLS, CLEAN AND REPAIR TO SMOOTH SURFACE. POWDER COAT MATTE BLACK AND REINSTALL AS REQUIRED. 6. G.C. TO PROVIDE FIRE EXTINGUISHER. LOCATIONS PER CODE. SEE T102. 7. INSTALL SLATWALL, SW-A. REFER TO RESPONSIBILITY AND FINISH SCHEDULES SHEET T104. 8. INTALL GYP. BD ON ONE SIDE ONLY. 9. EXISTING ELECTRICAL EQUIPMENT. REFER TO ELECTRICAL DRAWINGS FOR MORE INFORMATION. 10. INSTALL HIGH BLACK METAL CORNER GUARD, "CG-1" TYPICAL AT ALL SLATWALL CORNERS & ENDPOINTS. REFER TO FINISH SCHEDULE ON SHEET T104. 11. NOT USED. 12. EXISTING RESTROOM TO REMAIN. G.C. TO ENSURE FIXTURES ARE IN GOOD WORKING CONDITION. G.C TO CLEAN WALLS, PLUMBINGFIXTURES, AND FLOORING TO LIKE NEW CONDITION. PREP WALLS FOR NEW 'P-2' FINISH. SEE 7/A402 5 10 10 10 10 10 10 33 3 5/8" 20 GA MTL.STUD @ 16" O.C. TODECK BY G.C. 5/8" GYP. BD. TO DECKBOTH SIDES SECURE BOTTOM TRACK TO CONCRETE SLAB USING POWER DRIVEN FASTENERS MIN. .145 AT 18" O.C. 4AL I G N 1/2" MIN. DEFLECTIONTRACK SIM. 8 1'- 3 " SALES AREA 2"2"3'-0" DOOR 3'-4" ROUGH OPENING V.I.F. 5/8" GYP. BD. ON 3 5/8" MTL. STUDS CONT. BEAD OF CLEAR SILICONE AROUND DOOR FRAME ( ROOM SIDE ONLY) 5/8" GYP. BD. ON 3 5/8" MTL. STUDS 3 5/8" 18 GA. METAL STUDS @ 16" O.C. TO FRAMING ABOVE. 5/8" GYP. BD. ON 3 5/8" MTL. STUDS OSB SLATWALL, 'SW-1' AND 'SW-2' PRE-STAINED BYTENANT'S MANUFACTURER 5/8" GYP. BD. ON 3 5/8" MTL. STUDS OSB SLATWALL, 'SW-1',AND 'SW-2' PRE-STAINED BY TENANT'S MANUFACTURER KNOCK DOWN STEEL FRAME.GC TO VERIFY AND ADJUSTTHROAT SIZE FOR DOORFRAME TO ENCAPSULATESLATWALL FINISH ON SALESSIDE. AS REQUIRED DOOR. SEE DOORSCHEDULE ON T104 FOR ALL NEW SALES FLOOR DOOR FRAMES (FITTING ROOM, STOCK.SALES, ETC.) VERIFY THAT THE SHOWN METHOD OF ATTACHMENT IS ACCEPTABLE WITH THE ON-SITE COORDINATOR. IF NOT, CONTACT ARCHITECT FOR ALTERNATE DETAIL. SEE STUD GA. LIMITING HT. SCHEDULE ON SHEET A101 FOR ADDITIONAL INFO. 3 5/8" 20 GA METAL STUD DIAGONAL BRACING @ 48" O.C. IN ALTERNATE DIRECTIONS TO STRUCTURE ABOVE. AS REQUIRED 3 5/8" 20 GA. METAL STUD SCAB TO TOP OF PARTITION AT EACH BRACE W/ (2) #10 SCREWS EA TO TOP TRACK. 3 5/8" 20 GA. CONT. TOP TRACK (3) #10 SCREWS AT EACH CONN. 3 5/8" METAL STUD FRAMING AT 16"O.C. 5/8" TYPE 'X' GYP BD PER PLAN. EXISTING METAL PAN DECK VERIFY EXACT CONDITION. UNISTRUT P5000 HS BRACE BOLTED TO CONT. UNISTRUT @ 6'-0" O.C. W/ UNISTRUT CHANNEL NUTS. 20ga SLIP TRACK W/ 1" MIN OVERLAP. (1) #10 TEK SCREW @ EA. STRAP BRACING. (VERIFY EXACT COND. @ 48" O.C.) EXISTING TRUSS BEYOND. VERIFY EXACT CONDITIONS. 3 5/8" MTL. STUDS @ 16" O.C. EXTEND GYP. TO DECK WHEN REQUIRED. UNISTRUT P1000 CLAMPED TO TOP CHORD OF JOIST W/ UNISTRUT BEAM CLAMP #P1386. USE UNISTRUT P1003, W/ WIDE BASE FLANGE, AT CONDITIONS WHERE SOFFIT CROSSES TRUSSES. 1/2" MIN. FOR DEFLECTION. (2) #8 TEK SCREWS AT EA. CONNECTION. 20 GA. SLOTTED DEEP LEG TRACK ATTACH TO METAL STRAPS. EXISTING JOIST. 3 5/8" METAL STUDS @ 16" O.C. #10 SELF TAPPING TEK SCREWS @ 16" O.C. EXISTING METAL PAN DECK. VERIFY THAT THE SHOWN METHOD OF ATTACHMENT IS ACCEPTABLE WITH THE ON-SITE COORDINATOR. IF NOT, CONTACT ARCHITECT FOR ALTERNATE DETAIL. SEE STUD GA. LIMITING HT. SCHEDULE ON SHEET A101 FOR ADDITIONAL INFO. USE UNISTRUT P1003, W/ WIDE BASE FLANGE, AT CONDITIONS WHERE SOFFIT CROSSES TRUSSES. 3 5/8" X 20 GA. DIAG. BRACING AT 48" O.C. TO STRUCTURE, TYP. EXISTING JOIST. 20 GA. DEEP LEG TRACK ATTACHED TO DECK 2 #10 SCREWS AT EACH CONNECTION. UNISTRUT P1000 CLAMPED TO TOP CHORD OF JOIST W/ UNISTRUT BEAM CLAMP #P1386. EXISTING METAL PAN DECK. BRACING DETAIL FOR FLOOR SUPPORTED FRAMING ONLY! VERIFY THAT THE SHOWN METHOD OF ATTACHMENT IS ACCEPTABLE WITH THE ON-SITE COORDINATOR. IF NOT, CONTACT ARCHITECT FOR ALTERNATE DETAIL. SEE STUD GA. LIMITING HT. SCHEDULE ON SHEET A101 FOR ADDITIONAL INFO. VERIFY THAT THE SHOWN METHOD OF ATTACHMENT IS ACCEPTABLE WITH THE ON-SITE COORDINATOR. IF NOT, CONTACT ARCHITECT FOR ALTERNATE DETAIL. SEE STUD GA. LIMITING HT. SCHEDULE ON SHEET A101 FOR ADDITIONAL INFO. 7' - 0 " A . F . F . 2" 5/8" GYP. BD. ON 3 5/8"MTL. STUDS 5/8" GYP. BD. ON 3 5/8" MTL. STUDS OSB SLATWALL, 'SW-2', PRE-STAINED BY TENANT'SMANUFACTURER KNOCK DOWN STEEL FRAME.GC TO VERIFY AND ADJUSTTHROAT SIZE FOR DOORFRAME TO ENCAPSULATESLATWALL FINISH ON SALESSIDE. AS REQUIRED SALES AREA CONT. BEAD OF CLEARSILICONE AROUND DOORFRAME (ROOM SIDEONLY) FOR ALL NEW SALES FLOOR DOOR FRAMES (FITTING ROOM, STOCK.SALES, ETC.) CHECKED: PROJECT NO: DATE: REVISIONS NO DATE REMARKS DRAWN: SEAL: THE SHOPS SANTA ANITA 400 S BALDWIN AVE SPACE T6 ARCADIA CA 91007 2025.0904 JOSEPH WHALENARCHITECT 1 EAST 22ND STREET, SUITE 400LOMBARD, IL 60148630.932.2336 THIS DOCUMENT IS NOT CO P Y R I G H T © 2 0 2 6 J O S E P H W H A L E N R E S E R V E S C O P Y R I G H T & O T H E R R I G H T S R E S T R I C T I N G T H E S E D O C U M E N T S T O T H E O R I G I N A L S I T E O R P U R P O S E F O R W H I C H T H E Y W E R E P R E P A R E D . R E P R O D U C T I O N S , C H A N G E S O R A S S I G N M E N T S A R E P R O H I B I T E D . SCALE:2 DOOR FRAME AT SLATWALL 3" = 1'-0" 03.03.26 A101 FLOOR PLAN CTMS SCALE:4 TYP. INTERIOR PARTITION @ TOP 3/4" = 1'-0" SCALE:5 TOP OF FULL HT. INT. PARTITION 3/4" = 1'-0" SCALE:6 TOP OF INT. WALL TO STRUCTURE 3/4" = 1'-0" SCALE:7 TYP. DIAG. BRACING TO DECK 3/4" = 1'-0" SCALE:3 DOOR HEADER AT SLATWALL 3" = 1'-0" 02/29/2028 2026.03.05 14:04:45-06'00' "EASY GLIDE" DISPLAY TRACK, TYP. SEE A201FOR LOCATION. MECHANICALLY FASTEN TO BOTTOM OF STOREFRONT SOFFIT. SCALE:2A DISPLAY TRACK DETAIL 3/4" = 1'-0" 1. G.C. TO TEST THE HVAC UNIT, IF EXISTING, IN THE FIRST WEEK OF CONSTRUCTION AND SEND BACK A FULL REPORT TO THE BOX LUNCH PROJECT MANAGER OF ANY REPAIRS ABOVE AND BEYOND THE USUAL SCOPE OF WORK. 2. IN THE EVENT OF A UNIT LEAD TIME THAT CONFLICTS WITH SCHEDULED COMPLETION DATE, G.C. MAY PROPOSE AN ALTERNATE EQUIVALENT UNIT FROM THE FOLLOWING MANUFACTURERS: TRANE, LENNOX, CARRIER OR YORK. CURRENT SPECIFIED UNIT LEAD TIME AND SHOP DRAWINGS FOR PROPOSED ALTERNATE NEED TO BE SUBMITTED TO box lunch PM AND ARCHITECT BY FIRST WEEK OF CONSTRUCTION TO BE CONSIDERED. G.C. WILL BE RESPONSIBLE FOR ANY ASSOCIATED COSTS FOR SHOP DRAWING REVIEW OR REVISED DRAWINGS THEREAFTER. 3. FIELD BALANCE ALL DIFFUSERS AS REQUIRED. 1. FINAL LOCATIONS OF ALL TRACK LIGHTING IN SALES AREA TO BE APPROVED BY BOX LUNCH PROJECT MANAGER. CONTRACTOR TO COORDINATE LOCATIONS WITH FINAL STORE FIXTURE LAYOUT. 1. ANY EXISTING DUCTWORK IS TO BE RESECURED AS REQUIRED AND IS TO BE CLEANED THOROUGHLY. ANY EXTERIOR INSULATION IS TO BE REMOVED. 2. G.C. TO REMOVE ALL ABANDONED OR UNUSED DUCTWORK, PIPING, CONDUIT, INSULATION, ETC. FROM THE SALES AREA, FITTING ROOMS & STOCKROOM. 3. ALL NEW CONDUIT, ETC. TO BE PLACED IN AN ORGANIZED MANNER RUNNING IN STRAIGHT LINES OR 90 DEG. ANGLES. HOLD CONDUIT AS TIGHT AS POSSIBLE TO UNDERSIDE OF EXISTING JOISTS. 4. G.C. TO RESECURE ALL EXISTING EQUIPMENT AS REQUIRED. 5. REFER TO ELECTRICAL SHEETS FOR SPEAKER LOCATION AND MORE SPEAKER INFORMATION 1. THE REFLECTED CEILING PLAN SHALL GOVERN ALL CEILING PENETRATION LOCATIONS. MECHANICAL DUCTWORK AND ALL ELECTRICAL CONDUITS SHALL BE RUN TO AVOID CONFLICT WITH THE REFLECTED CEILING PLAN. - G.C. SHALL NOTIFY TENANT UPON THE START OF PROJECT IF EXISTING DUCTWORK, CONDUIT OR OTHER EXISTING SYSTEMS WILL CONFLICT WITH THE PROPOSED REFLECTED CEILING PLAN.NO MODIFICATIONS TO THE REFLECTED CEILING PLAN WILL BE ACCEPTED DUE TO INSTALLATION OF CONTRACTOR PROVIDED SYSTEMS OR EQUIPMENT. 1. WRITTEN DIMENSIONS HOLD PREFERENCE OVER SCALED DIMENSIONS. DO NOT SCALE DRAWINGS. CONTRACTORS MUST VISIT JOB SITE TO VERIFY ALL EXISTING CONDITIONS & DIMENSIONS BEFORE SUBMITTING BIDS. REPORT ANY DISCREPANCIES OF ANY CONDITIONS WHICH MAY INTERFERE WITH THE PROPER EXECUTION OF, TO TENANT REPRESENTATIVE. REPORT DISCREPANCIES DURING BIDDING PROCESS EMERGENCY EXIT BUG-EYE LIGHT EMERGENCY BUG EYE LIGHT TRACK LIGHTING REFLECTED CEILING PLAN KEYED NOTES:CEILING LEGEND HVAC NOTES: LIGHTING NOTE: CONTRACTOR'S NOTES: REFLECTED CEILING PLAN NOTE: CEILING NOTES: RECESSED LIGHT STRIP LIGHT 1. G.C. TO COORDINATE LOCATION OF STOCKROOM EMERGENCY LIGHTING LOCATED ADJACENT TO SHELVING. VERIFY WITH BOX LUNCH PM. EMERGENCY LIGHTING NOTE: 1. AV INSTALLLATION BY OWNER'S VENDOR. REFER TO ELECTRICAL SHEETS FOR ADDITIONAL INFORMATION. GENERAL NOTE: EXISTING GYP. BD. CEILING. DIFFUSER/RETURN SCALE:1 REFLECTED CEILING PLAN 3/16" = 1'-0" # GYP. 9'-0" EXISTING TO REMAIN GYP. ±8'-0" P-1 OPEN P-1 2 3 3 3 10 4 11 8STOCK AREA 103 FITTING ROOM 101 EXISTING RESTROOM 102 SALES AREA 100 MALL COMMON AREA SERVICE CORRIDOR ADJACENT TENANT 5 614 ±10'-0" EXISTING SOFFIT GYP. 20 ' - 0 " EQ . 4' - 0 " 8 ' - 6 " 1'-6" LANDLORD REVIEW COMMENTS 13 TYP. 15 6" TYP. 10" 5'-8"7'-0"7'-0"7'-0"6'-0"6'-0" 4'-0" 4' - 0 " 4'- 0 " 3'-0"E.Q.E.Q. EQ . ADJACENT TENANT ADJACENT TENANT 6 ' - 1 1 " 6" 8" OPEN EXISTING JANITOR'S CLOSET 104 EXISTING TO REMAIN OPEN EXISTING TO REMAIN EXISTING TO REMAIN 1. NEW 6" RECESSED LIGHT SPACED AS SHOWN. SEE ELECTRICAL. 2. IF NOT EXISTING, INSTALL BUZZER CHIME ABOVE CASHWRAP - VERIFY LOCATION WITH VENDOR. 3. TRACK LIGHTING MOUNTED AT 13'-0" A.F.F. UNDER LOWEST EXISTING OBSTRUCTION. G.C. TO CONFIRM MOUNTINGHEIGHT WITH PM IMMEDIATELY AFTER REMOVAL OF EXISTING 10'-11" A.F.F. GYP. BD. CEILING PRIOR TO INSTALLATION. 4. "EASY GLIDE" DISPLAY TRACK SYSTEM ATTACHED TO SUSPENDED UNISTRUT. G.C. TO PAINT MATTE BLACK AVOIDING INSIDE OF TRACKS AT THE MOVING PARTS. SEE DET. 2/A201. 5. PEOPLE COUNTER FIXTURE SUPPLIED AND INSTALLED BY TENANT VENDOR. G.C. TO COORDINATE AND PROVIDE POWER. SEE ELECTRICAL DRAWINGS. 6. EXISTING STOREFRONT SOFFIT AT ±10'-0" A.F.F. REFER TO STOREFRONT ELEVATION ON SHEET A501. G.C. TO PATCH/ REPAIR STOREFRONT SOFFIT AND PROVIDE GYP. BD. UP TO DECK AS REQUIRED. PAINT "P-3". 7. NEW GYP. BD. TO INSTALL IN FITTING ROOM. PAINT"P-1". 8. NEW PREFABRICATED ILLUMINATED SIGN UNIT WALL MOUNTED AND ATTACHED TO STOREFRONT FACADE CENTERED ABOVE DOOR,ON EXISTING BRACKET PER MALL CRITERIA. SUPPLIED AND INSTALLED BY TENANT VENDOR. G.C. TO PROVIDE IN WALL BLOCKING. G.C. TO COORDINATE AND SUPPLY POWER AS REQUIRED (SEE SHOP DRAWINGS FOR DETAILS. G.C. TO PATCH STOREFRONT AS NEEDED AFTER REMOVAL OF EXISTING SIGNAGE AND LIGHTS. 9. RELOCATED STRIP LIGHT FIXTURE TO INSTALLED IN STOCK AREA. SEE ELECTRICAL. 10. EXISTING LIGHTING IN BOH TO REMAIN. G.C TO ENSURE IN GOOD WORKING CONDITION AND CLEAN TO LIKE NEW CONDITION. 11. JUNCTION BOX FOR NEW WIFI BOOSTER CENTERED IN CEILING IN SALES AREA. 12. EXISTING GYP. BD. CEILING TO REMAIN. 13. EXPOSED MECHANICAL DUCTWORK. REFER TO MECHANICAL DRAWINGS. G.C. TO VERIFY GOOD WORKING CONDITION AND CLEAN EQUIPMENT TO LIKE NEW FOR ANY EQUIPMENT REUSED, PAINT ALL "P-1". 14. ALL SPRINKLER CAPS TO BE BLACK IN SALES AREA AND FITTING ROOM. 15. SEE ENLARGED PLAN ON SHEET A501 FOR POST FIXTURE MOUNTING LOCATIONS. 16. EXISTING AHU. SEE MECHANICAL. 3' - 0 " 4 ' - 5 " 1 13 13 12 13 NEW GYP. BD. CEILING. 6'-0"6'-0"4'-0" E. Q . E. Q . 2 ' - 7 " 2' - 6 " 4' - 0 " 3 4 1510 10 10 TYP. 7 NORTH 14 1 TYP. 1 TYP. 1 3' - 0 " E. Q . E. Q . 4'-0" 9 1' - 7 " 1 ' - 9 " 6 6 6"7" 3 ' - 0 " 1 ' - 1 1 " 3 ' - 0 " P-3 16 EXISTING STRUCTURE ABOVE VERIFY DETAILS IN FIELD CHANNEL NUT CONTINUOUS 1-5/8" UNISTRUT CHANNEL.ATTACHED TO EXISTING ROOF STRUCTURE -PAINT P-1. 3/8" THREADED ROD TO DECKOR STRUCTURE ABOVE 4'-0" O.C. MAX (MIN 2 PER TRACK SECTION) - PAINT P-1. PERPENDICULAR SECTIONS OF UNISTRUT PROVIDE LATERAL SUPPORT - PAINT P-1. L-ANGLES AT INTERSECTIONS - PAINT P-1. CHANNEL NUT TRACK LIGHT SECTION. SCREWED TO UNISTRUT. TRACK LIGHT COUPLING SCALE:3 SUSPENDED TRACK LIGHT DETAIL 1" = 1'-0" B.O. TRACK 13'-0" V.I.F CHECKED: PROJECT NO: DATE: REVISIONS NO DATE REMARKS DRAWN: SEAL: THE SHOPS SANTA ANITA 400 S BALDWIN AVE SPACE T6 ARCADIA CA 91007 2025.0904 JOSEPH WHALENARCHITECT 1 EAST 22ND STREET, SUITE 400LOMBARD, IL 60148630.932.2336 THIS DOCUMENT IS NOT CO P Y R I G H T © 2 0 2 6 J O S E P H W H A L E N R E S E R V E S C O P Y R I G H T & O T H E R R I G H T S R E S T R I C T I N G T H E S E D O C U M E N T S T O T H E O R I G I N A L S I T E O R P U R P O S E F O R W H I C H T H E Y W E R E P R E P A R E D . R E P R O D U C T I O N S , C H A N G E S O R A S S I G N M E N T S A R E P R O H I B I T E D . 03.03.26 A201 REFLECTED CEILING PLAN CTMS 02/29/2028 2026.03.05 14:04:45-06'00' 1. WRITTEN DIMENSIONS HOLD PREFERENCE OVER SCALED DIMENSIONS. DO NOT SCALE DRAWINGS. CONTRACTORS MUST VISIT JOB SITE TO VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS BEFORE SUBMITTING BIDS. REPORT ANY DISCREPANCIES OF ANY CONDITIONS WHICH MAY INTERFERE WITH THE PROPER EXECUTION OF, TO TENANT REPRESENTATIVE. REPORT DISCREPANCIES DURING BIDDING PROCESS AND BEFORESTART OF CONSTRUCTION. EXTRAS WILL NOT BE ALLOWED FOR JOB OR CODE COMPLIANCE CONDITIONS AFTER COMMENCEMENT OF CONSTRUCTION. 2. FIXTURE PLAN, FLOOR PLAN, INTERIOR ELEVATION SHEET, REFLECTED CEILING PLAN, DEMOLITION PLAN ARE OF THIS SPECIFIC STORE. DETAIL SHEETS ARE GENERAL AND MAY OR MAY NOT BE STORE SPECIFIC. 1. G.C. TO REVIEW BILL OF LADING UPON RECEIPT OF ALL SHIPMENTS. ANY DAMAGES OR SHORTAGES ARE TO BE INDICATED AT RECEIPT, OR WITHIN 24 HOURS. FAILURE TO DO SO WILL REQUIRE G.C. TO CONTACT VENDORS LISTED ABOVE AND PURCHASE SAID ITEMS AT G.C. COST. 2. ALL OVERAGES OF TENANT SUPPLIED ITEMS ARE TO BE STORED IN STOCKROOM LOFT 3. G.C. TO PROVIDE FIRE EXTINGUISHERS AS REQUIRED BY CODE. G.C. TO ALSO PROVIDETHE FIRST SERVICE TAG WITH DATE PRIOR TO TURNOVER. SEE T102 4. G.C. TO REPORT ANY MISSING PIECES OF VENDOR SUPPLIED SHELVING WITHIN 48 HOURS OF RECEIVING ORDER, FAILURE TO DO SO WILL RESULT IN G.C. HAVE TO REPLACE AT OWN EXPENSE. 5. G.C. TO ASSEMBLE ALL FIXTURES. FIXTURE FLOOR FINISH PLAN KEYED NOTES: G.C. NOTE CONTRACTORS NOTES: 1. FOR STOREFRONT FINISHES REFER TO SHEET A501. 2. FOR FINISH AND RESPONSIBILITY SCHEDULE REFER TO SHEET T104. FINISH NOTES: RISER W/ BLACK SHELVESFB4 0 QUANTITY SYMBOLNAME DESCRIPTION FIXTURE LEGEND 8' FREESTANDING WALL DIVIDERFB6 6 OPEN 2-WAY FIXTUREFB72 SHORT BASE - SLATWALL -2 SHELVESFB1 5 IMPULSE FIXTUREFB2 2 FB3 4 IMPULSE NESTER FB8 PIN AND BUTTON TOWER1 T-SHIRT DISPLAY TABLEFB140 2 WINDOW POST W/ BASE & TOPFB152 DISPLAY DOUBLE SIDEDFB181 TV WALL DISPLAY FIXTUREFB201 36" ROUNDER W/ TOPPERFB361 TV SIDE DISPLAY FIXTUREFB21- FRONT WINDOW PLATFORMMW16 0 MANNEQUIN DISPLAY BASEMW88 0 CASHWRAPCWA51 BACKWRAPCWB61 BLACK, MANNEQUIN0- 29'-11"8'-6" 2' - 0 " 3' - 2 " 2' - 2 " 8'-0" SW-A 4 1 7 1 A501 3 5 FB18 FB8 CWA5 CWB6 9 SCALE:1 FIXTURE / FLOOR FINISH PLAN 3/16" = 1'-0" 14 13 FB15 FITTING ROOM 101 EXISTING RESTROOM 102 SALES AREA 100 12 18 19 MALL COMMON AREA SERVICE CORRIDOR 2 A501 ADJACENTTENANT # FB36 FB6 FB1 LED TV LE D T V ADJACENT TENANT 2 4 6 10 ABOVE 11 TYP. 16 17 20 RESTROOM FINISHES WALLS: 'P-2' ON WALLS CEILING: EXISTING TO REMAIN BASE: EXISTING TO REMAIN FLOORING: EXISTING TO REMAIN G.C. TO DEEP CLEAN ALL EXISTING FIXTURES, WALLS, AND FLOORING. PATCH AND REPAIR AS REQUIRED. STOCKROOM FINSHES WALLS: "P-2" ON NEW WALLS ONLY UP TO 12'-0". CEILING: OPEN, NO PAINT. BASE: "B-2" WHEREVER MISSING. FLOORING: EXISTING TO REMAIN. CLEAN/PATCH/REPAIR FOR WALLS, CEILINGS, BASE, AND FLOORING AS REQUIRED. FITTING ROOM FINSHES WALLS: "P-2" CEILING: "P-1" PAINTED GYP. BASE: "B-1" PAINT P-1 FLOORING: "CS-1" SALES AREA FINISHESWALLS: "SW-1"/ "SW-2" TO 12'-5 1/2", PAINT 'P-1' ABOVE BASE: "B-1" PAINT "P-1". FLOORING: "CS-1" CEILING: OPEN. PAINT ALL "P-1" U.O.N. PAINT "P-3" AT STOREFRONT SOFFIT ONLY NORTH LANDLORD REVIEW COMMENTS 1. AREA DENOTES 44" ACCESSIBLE ROUTE CS-1. 2. CUSTOM CASHWRAP & BACKWRAP. REFER TO FIXTURE DETAILS 1,2/A302. REFER TO TRENCHING DETAIL 12/A302. 3. 34" HIGH ACCESSIBLE SERVICE COUNTER. SEE DETAILS 1,2/A302. 4. 2--A10--BC FIRE EXTINGUISHER BY TENANT G.C. SEE T102. LOCATION PER LOCAL CODE 5. NEW 3'-4" W. X 6'-11" HIGH FITTING ROOM MIRROR. SEE RESPONSIBILITY SCHEDULE ON SHEET T104. 6. (6) FITTING ROOM HOOKS INSTALLED AS SHOWN -SEE RESPONSIBILITY SCHEDULE ON T104 AND DETAIL 8/A403. 7. 24" DEEP FIXED SEAT IN ACCESSIBLE FITTING ROOM. DO NOT INSTALL BASE BEHIND BENCH - TO BE FLUSH AGAINST WALL. SEE SHEET A403. 8. NEW FLOORING IN SALES AREA "CS-1". 9. EXISTING ELECTRICAL UTILITIES TO REMAIN. SEE ELECTRICAL SHEETS FOR MORE INFORMATION. 10. IT CABINET. SEE RESPONSIBILITY SCHEDULE ON SHEET T104. 11. NEW SW-A SLATWALL SEE RESPONSIBILITY SCHEDULE ON SHEET T104. SEE ELEVATION FOR MORE INFORMATION. 12. NEW SHELVING. SUPPLIED AND INSTALLED BY SHELVING VENDOR. SEE RESPONSIBILITY SCHEDULE ON SHEET T104 AND A403. 13. EXISTING TOILET ROOM FIXTURES AND PLUMBING TO REMAIN. GC TO ENSURE IN GOOD WORKING CONDITION AND CLEAN TO LIKE NEW CONDITION. 14. EXISTING TOILET ROOM SHELVING TO REMAIN. 15. G.C. TO PATCH AND REPAIR FLOORING. INSTALL VINYL TILE AFTER WALL DEMOLITION TO MATCH EXISTING VINYL TILE. 16. INSTALL NEW SLATWALL OVER EXISTING GYP. TO ±12'-5 1/2". REFER TO SHEET A101 FOR MORE INFORMATION. SEE ELEVATIONS ON A401. 17. NEW WIFI LOOP EAS SECURITY SYSTEM. TENANT VENDOR TO PROVIDE GLASS MOUNTING KIT AND WIRE MOLD IN BLACK. GC TO COORDINATE AND PROVIDE POWER. SEE ELECTRICAL. 18. SEE ELECTRICAL AND TRENCHING DETAIL 12/A302 FOR TV POWER. GC TOCOORDINATE AND SUPPLY POWER. 19. LOCKABLE UNIT. SUPPLIED AND INSTALLED BY TENANT VENDOR. 20. OFFICE TABLE AND SAFE. SEE T104 AND A404. SUPPLIED AND INSTALLED BY TENANT VENDOR. 21. FILE CABINET. SEE T104 AND A404. SUPPLIED BY TENANT VENDOR AND INSTALLED BY GC. POLISHED CONCRETE FLOOR SYSTEM 1. G.C. IS RESPONSIBLE FOR REMOVAL OF ALL EXISTING FLOOR COVERING. 2. OPEN SLAB SURFACE: A. AS REQUIRED TO PROVIDE A UNIFORM FINAL POLISH OR REMOVAL OF EXISTING FLOOR COATINGS, BEGIN GRINDING WITH A 40 GRIT METAL BOND. IF HEAVIER GRIND IS NEEDED, PROVIDE PICTURES AND PRICING PRIOR TO COMPLETING. B. PROGRESSIVE EDGE GRINDING WILL BE NECESSARY WITH 1/2" OF ALL VERTICAL ABUTMENTS, INCLUDING WALLS, CASES, COLUMNS, POSTS AND RACKING SYSTEMS. C. PATCH CRACKS, HOLES AND DIVOTS. JOINT FILLER AND SPALL REPAIRSSHALL BE FLUSH WITH SURFACE AFTER GRINDING AND POLISHING STEPS. ADDITIONAL PASSES ALONG CURLED JOINTS MAY BE NECESSARY TO REMOVE JOINT FILLER CHATTER. 3. REMOVE METAL-BONDED DIAMOND SCRATCHES BY GRINDING WITH PROGRESSIVELY FINER METAL-BONDED DIAMONDS, STARTING WITH 100 GRIT METAL BOND DIAMOND AND FINISHING WITH 400-GRIT METAL DIAMOND. 4. FLOOR POLISHING: LEVEL 2 SATIN A. START FLOOR POLISHING USING 100-GRIT RESIN BONDED DIAMONDS. B. REMOVE 100-GRIT RESIN-BONDED DIAMOND SCRATCHES BY GRINDING WITH 200-GRIT RESIN BONDED DIAMONDS. C. REMOVE 200-GRIT RESIN-BONDED DIAMOND SCRATCHES BY GRINDINGWITH 400-GRIT RESIN BONDED DIAMONDS. D. REMOVE 400-GRIT RESIN-BONDED DIAMOND SCRATCHES BY GRINDINGWITH 800-GRIT RESIN BONDED DIAMONDS. 5. CONCRETE DYE A. IN-BETWEEN 400 GRIT RESIN BONDED DIAMONDS AND 800 GRIT RESIN BONDED DIAMONDS, APPLY TWO (2) COATS OF CONCRETE DYE, AMERIPOLISH SHURELOCK DYE "MIDNIGHT BLACK". PER MANUFACTURER'S RECOMMENDATIONS. 6. CONCRETE DENSIFIER A. AFTER CONCRETE DYE IS APPLIED, APPLY CONCRETE DENSIFIER,AMERIPOLISH 3DHS. PER MANUFACTURER'S RECOMMENDATIONS. 7. STAIN GUARD A. APPLY STAIN GUARD, AMERIPOLISH 3DSP 8. HIGH SPEED BURNISH: A. AFTER LAST APPLICATION OF DENSIFIER, BURNISH SURFACE. B. BURNISH AT SLOW MOVEMENT PACE USING "HOG HAIR PAD" OR "HEAT PAD" ONLY. C. BURNISH WITH SEVERAL PASSES. MAKE EACH PROGRESSIVE PASS AT 90 DEGREES FROM PREVIOUS PASS. D. BURNISHING, PAD TYPE, AND PACE OF FORWARD MOVEMENT SHALL COMBINE TO DEVELOP A MINIMUM FLOOR SURFACE TEMPERATURE OF 91-DEGREES F DIRECTLY BELOW THE BURNISHING PAD AS CONTINUOUSLY MEASURED BY THE OPERATOR DURING INSTALLATION. FLOOR PREPARATION NOTE: 21 LED TV-2 FB1FB1 FB2 FB3 ADJACENT TENANT STOCK AREA 103 EXISTING JANITOR'S CLOSET 104 44 " M I N . 16 16 18 FB1 FB1FB2 FB3 FB6 FB6 FB6 FB6 FB6 FB7 FB7 FB15 F67 FB23 F67 1 2 ACCESSORY TOWER ENTRY DISPLAY TABLE BACK OF HOUSE AREA: -EXISTING OPENING CEILING, FLOORING, LIGHTING AND FINISHES TOREMAIN U.O.N. CLEAN/ PATCH AND REPAIR FOR ALL. -EXISTING PLUMBING FIXTURES TO REMAIN, ENSURE IN GOOD WORKING ORDER. -EXISTING WALL SHELVING IN RESTROOM TO REMAIN.. -REMOVE ALL UNUSED FIXTURES AND WIRING/ SECURITY DEVICES U.O.N. -EXISTING DOORS TO REMAIN U.O.N. -EXISTING ELECTRICAL PANELS TO REMAIN U.O.N. -ADD B2 BASE WHEREVER MISSING. 15 FB20FB23 17 CHECKED: PROJECT NO: DATE: REVISIONS NO DATE REMARKS DRAWN: SEAL: THE SHOPS SANTA ANITA 400 S BALDWIN AVE SPACE T6 ARCADIA CA 91007 2025.0904 JOSEPH WHALENARCHITECT 1 EAST 22ND STREET, SUITE 400LOMBARD, IL 60148630.932.2336 THIS DOCUMENT IS NOT CO P Y R I G H T © 2 0 2 6 J O S E P H W H A L E N R E S E R V E S C O P Y R I G H T & O T H E R R I G H T S R E S T R I C T I N G T H E S E D O C U M E N T S T O T H E O R I G I N A L S I T E O R P U R P O S E F O R W H I C H T H E Y W E R E P R E P A R E D . R E P R O D U C T I O N S , C H A N G E S O R A S S I G N M E N T S A R E P R O H I B I T E D . 03.03.26 A301 FIXTURE/ FLOOR FINISH PLAN CTMS 02/29/2028 2026.03.05 14:04:45-06'00' 3" 1/ 2 " MA X EXISTING CONCRETE SLAB EXIST. CONCRETE 'CS-2'VINYL TILE (V.C.T.), 'VF-1' MARBLE THRESHOLD RESTROOM DOOR NOT U S E D 2' - 1 0 " REFER TO FLOOR PLAN3'-0" ADA 3''-0" DEEP, SEEPLAN CASHWRAP FRONT REFER TO RESPONSIBILITY SCHEDULES ON SHEET T104 A B 30"X48" CLEARFLOOR SPACE ACCESSIBLE COUNTER 2' - 9 1 / 2 " 2'-2" 3' - 4 1 / 2 " FRONT OFCASHWRAP 2' - 2 " 3'-0"5'-6" 2' - 0 " 3'- 2 " 3' - 4 1 / 2 " B A WIDTH NEEDED FOR TRENCH CUTS ARE TO BE CLEAN, STRAIGHT AND CONSISTENT IN WIDTH. BACK FILL TRENCH WITH (N) CONC. POUR PER SPECIFICATIONS. SEAL TRENCH LOCATION AND LEVEL TO MATCH (E) ADJACENT FINISH. (E) CONCRETE SLAB. VERIFY DEPTH IN FIELD. (N) ELECTRICAL CONDUIT. SEE ELEC. DWGS. FOR SIZES. (E ) S L A B D E P T H VAPOR BARRIER, AS REQ'D. GENERAL NOTES: DETAIL REFLECTS GENERAL TRENCH GUIDELINES. GC. TO VERIFY EXISTING CONDITIONS. IF EXISTING SLAB CONDITIONS DIFFER FROM CONDITIONS SHOWN IN DETAIL, GC. TO CONTACT ARCHITECT IMMEDIATELY FOR DIRECTION. SEE ELEC. DWGS & SPECS. IF TRENCHING IS NOT PERMITTED OR APPROVED BY LANDLORD. GC TO CORE DRILL ASREQUIRED. COORDINATE WITH TENANT PM AND LANDLORD. 1" MIN. 1" M I N MINIMUM DISTANCE BETWEEN CONTROL CONDUITS AND POWER CONDUITS DOWEL, SEE SLAB REPAIR DETAIL PATCH BACK NOTES: ALL SALES FLOOR TRENCHES: CTS RAPIDSET PRIMER: RAPID SET TXP MATERIAL: RAPID SET TRU SELF-LEVELING, GRAY ARDEX (SPEC PRIMER IS EP2000)PRIMER: ARDEX P 51 MATERIAL: ARDEX, PC-T GRAY TACK DOWN WIRING WITH GLUE PRIOR TO POUR BACK 4"9" MAX. 9" MAX. 4"1'-6" MAX. INFILL/PATCH SLABEXG. SLAB EXG. SLAB VAPOR BARRIER, AS REQUIRED. LAP AND TAPE SEAL PER MFR RECOMMENDATIONS TO REPAIR AND MAKE WATER VAPOR TIGHT #3 @18" OC EACH WAY MIN AT INFILL AREA #3 @18" OC W/4" MIN EPOXY SET INTO EXG. SLAB EDGE 12"L MIN. CONCRETE AT INFILL/PATCH TO MATCH EXG. GET APPROVED CONCRETE MIX FROM GCS. 2' - 0 " OR A S N O T E D 2'-0" OR AS NOTED NOTE: USE AUXILIARY SPRING PROVIDED WITH DOOR. SPRING MUST BE SECURELY ATTACHED TO ANGLE BRACKET ONDOOR AND TO FRAMING ABOVE DOOR HINGE. SPRING MUST BE INSTALLED SO THAT DOOR IS SELF CLOSING. NOTE: WRAPPING OF STUD NOT REQUIRED IN 1 HOUR CEILING APPLICATION. PAINT TO MATCH ADJACENT SURFACE AUTOMATIC CLOSER NO. 12 SELF-TAPPING SCREW STEEL STUD HINGE FLUSH BOLT LOCK. 1" FLANGE. 5/8" TYPE "X" GYP.BD. DRYWALL SCREW ELEVATIONA B SECTIONB 4" - 6 " TY P . ADHESIVE PATTERN 5- 1 / 2 " 4' - 0 " 4' - 0 " 1"1" 12 ' - 5 1 / 2 " 4' - 0 " DO NOT DAMAGE OR WASTE SLATWALL. ADDITIONAL SHEETS OF SLATWALL WILL BE AT THE EXPENSE OF THE TENANT'S G.C. TENANT'S G.C. TO PROVIDE QUANTITY TAKEOFF AT BID AWARD. G.C. TO OFF SET VERTICAL SEAMS IN SLATWALL BY 4'-0" @ INSTALL LOCATIONS OVER 8'-0" IN LENGTH. APPROVED ADHESIVES: "MARLITE" #C-375 CONSTRUCTION MASTIC "MACCO" LIQUID NAILS #LN601 "3M" CONSTRUCTION MASTIC ADHESIVE APPLICATION: ALWAYS APPLY SLATWALL ADHESIVE TO THE BACK OF THE PANEL. BE SURE THE EXG SUBWALL IS POROUS, STRAIGHT, CLEAN & DRY SUCH AS DRYWALL OR PWD. EA 5 GALLON CAN OF ADHESIVE WILL COVER 300 SQ FT. ADHESIVE IS EASIEST TO SPREAD AT 70^F. PLANKS MUST BE INSTALLED WHILE ADHESIVE IS FRESH (WITHIN 10 MINUTES). ADHESIVE ON PLANK FACE SHOULD BE REMOVED PROMPTLY WITH MINERAL SPIRITS. -APPLY ADHESIVE TO THE ENTIRE BACK OF PLANK USING NOTCHED SPREADER % COVERAGE OVER ENTIRE BACK OF PLANK EXCEPT APX 1" AT PROVIDED. (100 EDGES). USE THE NOTCHES IN THE SPREADER TO GET THE EXACT DEPTH OF ADHESIVE. AVOID TOO HEAVY A COAT. TO ASSURE PROPER RIDGES WHEN SPREADING, KEEP NOTCHES OF SPREADER IN PAIL OF WATER WHEN NOT IN USE. HINT: POURING A LAYER OF WATER ON TOP OF SLATWALL C-375 IN THE CAN KEEPS ADHESIVE FRESH, REDUCES SOLVENT ODOR, EXTENDS OPEN TIME AND AIDS IN CLEANING THE SPREADER. COHESIVE TECHNIQUE: FOR FASTER BONDING, USE C-375 AND THE FOLLOWING COHESIVE TECHNIQUE TO ENSURE TROUBLE-FREE INSTALLATION. -APPLY THIN COAT OF C-375 ADHESIVE TO THE WALL USING THE FLAT EDGE OF THE SPREADER, AND ALLOW TO SKIN OVER (APPROXIMATELY 10-15 MINUTES). -APPLY ADHESIVE TO TO PANEL BACK. -APPLY PLANK TO THE WALL. FAN THE PLANK BY PRESSING AND PULLING IT FORM THE WALL. THIS RELEASES THE ADHESIVE SOLVENTS AND ALLOWS THE ADHESIVE TO SET UP MORE QUICKLY. PRESS THE PLANK FIRMLY TO THE WALL FROM TOP TO BOTTOM. CHECK TO SEE THAT IT IS PLUMB. CARTRIDGE ADHESIVE: IF USING CARTRIDGES C-376, YOU MUST APPLY IN A CARTRIDGE ADHESIVE: SERPENTINE PATTERN. APPLY A 1/4" BEAD AROUND THE ENTIRE PERIMETER AND THEN SNAKE DOWN THE PANEL EVERY 4" TO 6". COVERAGE: 30 LINEAR FEET PER 10 oz. CARTRIDGE. (2) TUBES PER EA SHEET. PROVIDE SOME ADDED STRENGTH TO THE PANELS - INSTALLING DIRECTLY ONTO STUDS SHOULD BE FOR APPLICATIONS THAT DO NOT REQUIRE MAXIMUM LOAD CARRYING CAPACITIES. PANEL ADHESIVE IS RECOMMENDED FOR MORE PERMANENT INSTALLATIONS. DRYWALL SCREWS OF THE PROPER LENGTH WORK THE BEST. DRIVE THE SCREWS THROUGH THE BACKS OF THE GROOVE (BE CAREFUL NOT TO DAMAGE THE GROOVE LIPS). FOR MAXIMUM LOAD LEVEL CAPACITIES, SCREWS SHOULD BE DRIVEN THROUGH EVERY OTHER GROOVE (9 INCHES APART VERTICALLY) AND AT EACH STUD, OR FURRING STRIP (RECOMMENDED AT 16" OC). CUTTING TO SIZE SHOULD BE DONE WITH THE BLADE ENTERING THE GROOVED SIDE OF THE PANEL. THIS WILL HELP AVOID "CHIP-OUT". FOLLOW THE MOUNTING NSTRUCTIONS SHOWN ON THE BACK OF THE PANELS. SLATWALL INSTALLATION INSTRUCTIONS: 1/4" BEAD @ 4"-6" O.C. TYPICAL 1/4" PERIMETER OF SHEET. INSTALL #6 BLACK TRIM HEAD SCREWS AS REQ'D PER MFG'S INSTRUCTIONS TO PREVENT DAMAGE DURING INSTALLATION. SCREW TO BE COUNTERSUNK AND MUST PENETRATE METAL STUD. SCREW LOCATION PER MFR'S CRITERIA 8" O.C. AT EA.STUD TYP. 1X6 F.R.T. MDF BASE SCRIBED AS REQUIRED, "B-1" SW-1 SW-2 SW-1 SLATWALL INSTALLATION NOTE: THE OWNER SUPPLIED SLATWALL CAN ONLY BE INSTALLED IN ONE DIRECTION. FAILURE TO FOLLOW THE INSTALLATION DETAILS WILL RESULT IN THE GC BEING RESPONSIBLE FOR THE COMPLETE REMOVAL AND REPLACEMENT OF ALL SLATWALL INCORRECTLY INSTALLED INCLUDING ANY NECESSARY REPAIR AND PAINT. TIME DETENTIONS WILL NOT BE GIVEN FOR INCORRECTLY INSTALLED SLATWALL. 7 A302 AT EA.STUD TYP. INSTALL 6" 20-25 GAUGE METAL FLAT STRAPPING AT ALL HORIZONTAL SLATWALL SEAMS WITH SCREWS AT EVERY 8-10 INCHES ALONG THE LENGTH OF THE SEAM. 3 5/8" METAL STUDS @ 16" O.C. TO FRAMING ABOVE. A 12'-5 1/2" 5- 1 / 2 " 1X6 F.R.T. MDF BASE SCRIBED AS REQUIRED "B-1" INSTALL #6 BLACK TRIM HEAD SCREWS AS REQ'D PER MFG'S INSTRUCTIONS TO PREVENT DAMAGE DURING INSTALLATION. SCREW TO BE COUNTERSUNK AND MUST PENETRATE METAL STUD. GC TO USE PREFINSIHED WHITE HEAD SCREWS IN PANELS WITH WHITE INSERTS AND PRE FINISHED BLACK HEAD SCREWS IN PANELS WITH BLACK INSERTS. C B INSTALL 6" 20-25 GAUGE METAL FLAT STRAPPING AT ALL HORIZONTAL SLATWALL SEAMS WITH SCREWS AT EVERY 8-10 INCHES ALONG THE LENGTH OF THE SEAM. 3 5/8" METAL STUDS @ 16" O.C. TO FRAMING ABOVE. 5/8" TYPE 'X' GYP. BD. SLATWALL, TYPICAL 1" X 1" BLACK CORNER GUARD, "CG-1" 5/8" TYPE 'X' GYP. BD. SLATWALL, TYPICAL 1" X 1" BLACK CORNER GUARD, "CG-1" 3 5/8" METAL STUDS @ 16" O.C. TO FRAMING ABOVE. FINISH JOINT W/ CLEAR SEALANT PLASTIC J-MOLD TO MATCH WAINSCOT VINYL TILE FLOORING, 'VF-1', NEEDS TO COVER UP WALL 6" (E) CONCRETE SLAB WATER PROOF MEMBRANE (BELOW FLOOR FINISH AND UP TO 6" ON WALL) GYP. BD. OVER METAL STUD FRAMING FINISH JOINT W/ CLEAR SEALANT EXISTING WAINSCOT ALUM. J-MOLD 6" R3/8 " MIN 1 1 / 2 " MI N . LANDLORD REQUIRES LATICRETE 9235 OR MAPEI MAPELASTIC WATERPROOFING. NOTE: 4'-0" A.F.F. NOT U S E D EXIST. CONCRETE STOREFRONT DOOR EXTERIORINTERIOR EXIST. CONCRETE 'CS-1' EXISTING CONCRETE SLAB 1/ 2 " MA X NOT U S E D AFFIX POST TO BOTTOM BAYONET W/ #10-16 x 0.5"L SELF TAP SCREWS. PRE-DRILL HOLES INTO BAYONETS. G.C. TO SUPPLY HARDWARE TO AFFIX BOTTOM BAYONET TO FLOOR BELOW. PROVIDE FRT WOOD BLOCKING, UNISTRUT, AND THREADED ROD AT FREE-STANDING POST FREE-STANDING POST IN SALES AREA. SEE A301 FOR LOCATION 1/4" X 3" EYEBOLTS TO GO THROUGH TOP OF BLOCKING THUMBLE AND CLAMP SETS MADE FOR 1/8" CABLE THUMBLE AND CLAMP SETS MADE FOR 1/8" CABLE EXISTING STEEL JOISTS ABOVE 1/8" CABLE MIN. (4) ON EACH SIDE, TYP. THREADED ROD 1/4" 20 TURNBUCKLES MECHANICALLY FASTEN TO BOTTOM CHORD OF JOIST W/ UNISTRUT AND BEAM CLAMP. 1/4" X 1" EYEBOLT TO GO THROUGH JOIST EXISTING DECK ABOVE G.C. TO SUPPLY HARDWARE TO AFFIX TOP BAYONET TO SOFFIT ABOVE. AFFIX POST TO TOP BAYONET W/ #10-16 x 0.5"L SELF TAP SCREWS. PRE-DRILL HOLES INTO BAYONETS. NOTES: 1. ADJUSTABLE BAYONET SHOULD ALWAYS BE TOWARDS SOFFIT. 2. G.C. TO CUT DOWN THE TOP BAYONET IF IT IS NOT EXTENDED FULLY. G.C. TO LEAVE 2 INCHES OF METAL ON THE TOP BAYONET TO SLIDE INTO WINDOW POST. SCALE:8 SLAB REPAIR DETAIL 6" = 1'-0" SCALE:12 TRENCHING DETAIL 6" = 1'-0" SCALE:14C POST DETAIL @ SOFFIT 6" = 1'-0" SCALE:3 VINYL TILE.CONC. DTL. 6" = 1'-0" SCALE:6 RESTROOM WAINSCOT DETAIL 6" = 1'-0" SCALE:2 CASHWRAP ADA MODULE 3/4" = 1'-0" SCALE:1 CASHWRAP ELEVATION 3/4" = 1'-0" SCALE:9 ACCESS PANEL SECTION 1/2" = 1'-0"SCALE:13 TYPICAL SLATWALL ELEVATION 3/4" = 1'-0" SCALE:7 SLATWALL SEAM DETAIL 1 1/2" = 1'-0"SCALE:11 SLATWALL CORNER DTL. 1 1/2" = 1'-0" INSIDE CORNER SCALE:10 SLATWALL CORNER DTL. 1 1/2" = 1'-0" OUTSIDE CORNER SCALE:14A POST DETAIL SCALE: 1" = 1'-0" SCALE:2B CASHWRAP ASSEMBLY DIAGRAM N.T.S. SCALE:4 MALL FLOORING/CONC. DTL. 6" = 1'-0" SCALE:14B POST DETAIL @ FLOOR N.T.S. CHECKED: PROJECT NO: DATE: REVISIONS NO DATE REMARKS DRAWN: SEAL: THE SHOPS SANTA ANITA 400 S BALDWIN AVE SPACE T6 ARCADIA CA 91007 2025.0904 JOSEPH WHALENARCHITECT 1 EAST 22ND STREET, SUITE 400LOMBARD, IL 60148630.932.2336 THIS DOCUMENT IS NOT CO P Y R I G H T © 2 0 2 6 J O S E P H W H A L E N R E S E R V E S C O P Y R I G H T & O T H E R R I G H T S R E S T R I C T I N G T H E S E D O C U M E N T S T O T H E O R I G I N A L S I T E O R P U R P O S E F O R W H I C H T H E Y W E R E P R E P A R E D . R E P R O D U C T I O N S , C H A N G E S O R A S S I G N M E N T S A R E P R O H I B I T E D . 03.03.26 A302 FIXTURE DETAILS CTMS 02/29/2028 2026.03.05 14:04:46-06'00' 1. STOREFRONT SOFFIT AT ±10'-0" A.F.F. REFER TO STOREFRONT ELEVATION ON SHEET A501. G.C. TO REPLACE, PATCH AND REPAIR AS REQUIRED FOR INSTALLATION OF NEW STOREFRONT FINISHES. 2. SLATWALL 'SW-2', REFER TO FINISH SCHEDULE ON SHEET T104 AND SLATWALL DETAILS 7,13/A302. 3. EXISTING FRAMING AND GLAZING TO REMAIN. G.C. TO ENSURE GOOD CONDITION. ELECTROSTATIC PAINT FRAMING AND BASE MATTE BLACK. SEE STOREFRONT ELEVATION SHEET A501 AND RESPONSIBILITY SCHEDULE SHEET T104. 4. PAINT GYP BD. AND "B-1" BASE AT STOREFRONT "P-3". PATCH AND REPAIR AS REQUIRED. 5. GC TO PAINT DOOR AND FRAME "P-3", SPRAY ONLY. 6. SECURITY CONTROLLER BOX AND REMOTE ALARM. GC TO VERIFY EXACT LOCATION WITH BOX LUNCH PM. 7. BLACK METAL CORNER GUARD 'CG-1', REFER TO FINISH SCHEDULE ON SHEET T104. 8. MDF BASE 'B-1', PAINTED 'P-1', REFER TO FINISH SCHEDULE ON SHEET T104. 9. SLATWALL 'SW-1', REFER TO FINISH SCHEDULE ON SHEET T104 AND SLATWALL DETAILS 7,13/A302. 10. NEW ADA SIGNAGE, MOUNTED PER LOCAL CODE AS REQUIRED. 11. LINE OF NEW CASHWRAP, REFER TO FIXTURE PLAN ON SHEET A302. 12. LINE OF NEW BACKWRAP, REFER TO FIXTURE PLAN ON SHEET A302. 13. 12 X 12 ELECTRICAL PULL BOX TO BE FLUSH AND INSTALLED ABOVE SLATWALL. PAINT P-1 AND ALIGN WITH CASHWRAP TRENCHING. REFER TO ELECTRICAL DRAWINGS AND COORDINATE EXACT LOCATION WITH BOXLUNCH PM. 14. 32" X 12" S.S. KICK PLATE MOUNTED TO DOOR AT 1" A.F.F. SEE DOOR SCHEDULE T104. 15. PAINT WITH PRIMER BEHIND GRAPHIC AND BACKWRAP PER NOTES ON DETAIL 5/A401. 16. BLACK METAL CORNER GUARD "CG-2". REFER TO FINISH SCHEDULE ON SHEET T104. 17. FREE STANDING POST FIXTURE. REFER TO FIXTURE FLOOR PLAN ON SHEET A301 AND14A, 14B, 14C/A302. 18. PREP GYP. WALL FOR PAINT FINISH 'P-1' ABOVE SLATWALL. GC TO PATCH, EXTEND, AND REPAIR AS REQUIRED AFTER CEILING DEMOLITION. 19. FLUSH MOUNTED 24 X 24 ACCESS PANEL. PAINT "P-1" TO MATCH ADJACENT SURFACES. GC TO VERIFY LOCATION WITH TENANT PM. SEE DETAIL 9/A302. SIGN VENDOR, SECURITY VENDOR, G.C. TO COORDINATE LOCATION. 20. EXISTING DOORS TO REMAIN. G.C. TO UNINSTALL DOORS, REMOVE METAL FRAMING AND PULLS, CLEAN AND REPAIR TO SMOOTH SURFACE. POWDER COATED MATTE BLACK AND REINSTALL AS REQUIRED. 21. NOT USED. 22. GC TO FRAME AND FILL IN GYP. TO DECK AT SOFFIT RETURN AS REQUIRED AFTER CEILING DEMO. PREP FOR NEW P-3 FINISH. 23. INSTALL 6" 20-25 GAUGE METAL FLAT STRAPPING AT ALL HORIZONTAL SLATWALL SEAMS. SEE DETAILS 7, 13/A302. 1. WRITTEN DIMENSIONS HOLD PREFERENCE OVER SCALED DIMENSIONS. DO NOT SCALE DRAWINGS. CONTRACTORS MUST VISIT JOB SITE TO VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS BEFORE SUBMITTING BIDS. REPORT ANY DISCREPANCIES OF ANY CONDITIONS WHICH MAY INTERFERE WITH THE PROPER EXECUTION OF, TO TENANT REPRESENTATIVE. REPORT DISCREPANCIES DURING BIDDING PROCESS AND BEFORE START OFCONSTRUCTION. EXTRAS WILL NOT BE ALLOWED FOR JOB OR CODE COMPLIANCE CONDITIONS AFTER COMMENCEMENT OF CONSTRUCTION. 2. FIXTURE PLAN, FLOOR PLAN, INTERIOR ELEVATIONSHEET, REFLECTED CEILING PLAN, DEMOLITION PLAN ARE OF THIS SPECIFIC STORE. DETAIL SHEETS ARE GENERAL AND MAY OR MAY NOT BE STORE SPECIFIC. ELEVATION KEYED NOTES:CONTRACTOR'S NOTES: NORTH 4' - 0 " 4'- 0 " 12 ' - 5 1 / 2 " AL I G N W I T H A D J A C E N T S L A T W A L L S 4' - 0 " OP E N T O D E C K SW - 1 S W - 2 S W - 1 # SCALE:3 SALES AREA ELEVATION 1/4" = 1'-0"SCALE:2 SALES AREA ELEVATION 1/4" = 1'-0" SCALE:1 KEY PLAN 1/8" = 1'-0" SCALE:4 SALES AREA ELEVATION 1/4" = 1'-0" 11 12 SCALE:5 SALES AREA ELEVATION 1/4" = 1'-0" 1 3 12 15 13 10 A302 5 3 3 3 3 6 17 17 20 4'- 0 " 4' - 0 " 12 ' - 5 1 / 2 " AL I G N W I T H A D J A C E N T S L A T W A L L S 4'- 0 " OP E N T O D E C K SW - 1 S W - 2 S W - 1 4'- 0 " 4' - 0 " 12 ' - 5 1 / 2 " AL I G N W I T H A D J A C E N T S L A T W A L L S 4'- 0 " OP E N T O D E C K SW - 1 S W - 2 S W - 1 7A A302 7B A302 7C A302 2 9 9 8 7 7 7 7 7 7 7 7 7 10 A302 11 A302 BEYOND 10 A302 11 A302 BEYOND 10 A302 11 A302 BEYOND 23 23 23 14 7A A302 7B A302 7C A302 2 9 9 8 7A A302 7B A302 7C A302 2 9 9 8 44 5'- 0 " 1' - 0 " 1' - 0 " 5'- 0 " OPEN OPEN 10 4433 19 4 P-3 12 ' - 5 " 10 ' - 0 " P-3 P-1 P-3 P-3 P-1 P-1 P-3 P-1 P-1 18 P-1 22 P-3 P-3 22 18 4 18 18 4 18 18 13 ' - 5 " 10 A302 3 A401 2 A401 5 A401 4 A401 CONTRACTOR'S NOTES: 1. INSTALL THE 6 SHELVES AFTER ALL GRAPHICS HAVEBEEN INSTALLED. 2. ALL WOOD TO BE SANDED & PRIMED BEFOREPAINTING. 3. G.C. MUST CLEAN THE WALL OF ALL DUST/ DEBRISFROM SANDING BEFORE PAINTING WITH PRIMER. 4. G.C. MUST PRIME THE WALLS WITH AT LEAST 2COATS OF EITHER ZINSSER BULLS EYE 1-2-3 ORZINSSER GARDZ PRIMER. NO LATEX PAINTS. 5. PRIMER MUST BE DRY 48 HOURS MIN. PRIOR TOGRAPHIC INSTALL. IF G.C. FAILS TO COMPLETEPRIOR TO TECH. BEING ON SITE, G.C. ISRESPONSIBLE FOR TECH.'S RETURN TRIP CHARGES. EQ . 1' - 2 " 1' - 2 " 4'- 4 1 / 2 " 8'-6" VERIFY W/ SHOP DRAWINGS TO P O F S L A T W A L L 7' - 1 1 1 / 2 " G R A P H I C 8'-6" GRAPHIC EQ . 6' - 3 1 / 2 " B . O . L O G O 11 1 / 2 " 8'-0" 1'-0" 4' - 0 " 5'- 8 5 / 8 " 10 3/8"10 3/8"1'-0"EQ EQ TOP OF BACKWRAP GRAPHIC TO ALIGN WITH TOP OF SLATWALL. FILL IN GYP. BD. BEHIND, AS NECESSARY. FINISH DRYWALL TO LEVEL 5 FINISH AND PAINT WITH PRIMER AS LISTED IN G.C. NOTES BELOW. TV MONITOR SUPPLIED BY VENDOR & INSTALLED BY G.C. G.C. TO ADD A FULL 4'X8' SHEET OF PLYWOOD BLOCKING, AS REQUIRED, FOR SHELF AND WOOD FRAME SUPPORT. SHELF, SUPPLIED BY VENDOR & INSTALLED BY G.C. G.C. TO INSTALL CONDUIT & OUTLET IN THIS CUBBY/CABINET. SEE SHEET E1.0 FOR MORE INFORMATION. BACKWRAP SUPPLIED BY VENDOR & INSTALLED BY G.C. G.C. TO PROVIDE 1" WOOD BACKING FOR CORNER GUARD INSTALLATION. SCALE:5 BACKWRAP ELEVATION 1/2" = 1'-0" 15 16 16 16 CHECKED: PROJECT NO: DATE: REVISIONS NO DATE REMARKS DRAWN: SEAL: THE SHOPS SANTA ANITA 400 S BALDWIN AVE SPACE T6 ARCADIA CA 91007 2025.0904 JOSEPH WHALENARCHITECT 1 EAST 22ND STREET, SUITE 400LOMBARD, IL 60148630.932.2336 THIS DOCUMENT IS NOT CO P Y R I G H T © 2 0 2 6 J O S E P H W H A L E N R E S E R V E S C O P Y R I G H T & O T H E R R I G H T S R E S T R I C T I N G T H E S E D O C U M E N T S T O T H E O R I G I N A L S I T E O R P U R P O S E F O R W H I C H T H E Y W E R E P R E P A R E D . R E P R O D U C T I O N S , C H A N G E S O R A S S I G N M E N T S A R E P R O H I B I T E D . 03.03.26 A401 SALES AREA ELEVATION CTMS 02/29/2028 2026.03.05 14:04:46-06'00' 1. ADA COMPLIANT FITTING ROOM BENCH. NO BASE TO BE INSTALLED ON WALL BEHIND BENCH. SECURE FLUSH TO WALL. SUPPLIED BY VENDOR AND INSTALLED BY G.C. REFER TO RESPONSIBILITY SCHEDULE ON SHEET T104 2. (6) FITTING ROOM HOOKS INSTALLED AS SHOWN.INSTALLED BY G.C. SEE DETAIL 6/A402 3. 3"-4" X 6'-11" HIGH FITTING ROOM MIRROR. REFER TO RESPONSIBILITY SCHEDULE ON SHEET T104. GC TO INSTALL IN WALL BLOCKING AS REQUIRED. 4. FRT MDF BASE 'B-1'. REFER TO FINISH SCHEDULE ON SHEET T104. PAINT 'P-1'. 5. FITTING ROOM WALL, PAINT 'P-2'. REFER TO SHEET T104. 6. G.C. TO PROVIDE CONTINUOUS CLEAR SILICONE AT ALL JOINTS AND SEAMS, TYPICAL. 7. DOOR LEAF SUPPLIED BY TENANT AND INSTALLED BY G.C. DOOR FRAME SUPPLIED AND INSTALLED BY G.C. REFER TO DOOR SCHEDULE T104. 8. LEVER HARDWARE. REFER TO DOOR SCHEDULE ON SHEET T104. 9. ACCESSIBLE RESTROOM SIGNAGE. SEE 11/T103. 10. 30" X 48" CLEAR FLOOR SPACE. SEE 6/T103. 11. GC TO CONFIRM EXISTING PLUMBING FIXTURES AND RESTROOM ACCESSORIES COMPLY WITH ADA STANDARDS. SEE DETAILS 8 & 10/T103. #ELEVATION KEYED NOTES: 1. WRITTEN DIMENSIONS HOLD PREFERENCE OVER SCALED DIMENSIONS. DO NOT SCALE DRAWINGS. CONTRACTORS MUST VISIT JOB SITE TO VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS BEFORE SUBMITTING BIDS. REPORT ANY DISCREPANCIES OF ANY CONDITIONS WHICH MAY INTERFERE WITH THE PROPER EXECUTION OF, TO TENANT REPRESENTATIVE. REPORT DISCREPANCIES DURING BIDDING PROCESS AND BEFORE START OF CONSTRUCTION. EXTRAS WILL NOT BE ALLOWED FOR JOB OR CODE COMPLIANCE CONDITIONS AFTER COMMENCEMENT OF CONSTRUCTION. 2. FIXTURE PLAN, FLOOR PLAN, INTERIOR ELEVATION SHEET, REFLECTED CEILING PLAN, DEMOLITION PLAN ARE OF THIS SPECIFIC STORE. DETAIL SHEETS ARE GENERAL AND MAY OR MAY NOT BESTORE SPECIFIC. CONTRACTOR'S NOTES: SCALE:2 FITTING ROOM ELEVATION 1/2" = 1'-0"SCALE:3 FITTING ROOM ELEVATION 1/2" = 1'-0"SCALE:4 FITTING ROOM ELEVATION 1/2" = 1'-0"SCALE:5 FITTING ROOM ELEVATION 1/2" = 1'-0" 18 " 4'-0" 5 1 4 6 9' - 0 " T O C E I L I N G 5 4 6 5' - 0 " 4' - 0 " 1'-6"1'-6" 2 TYP. 18 " 2'-0" 1 1'-8" 9' - 0 " T O C E I L I N G 5 1 / 2 " 6' - 1 1 " 5 3 4 6 EQ.EQ. 9' - 0 " T O C E I L I N G ℄5'-3"2'-7 1/2" 5 4 6 9' - 0 " T O C E I L I N G ℄OF DOOR OPEN 1' - 0 " OPEN 3 A101 7 8 5' - 0 " 1' - 0 " 48" A.F.F. FITTING ROOM HOOKS INSTALLED AS SHOWN, TYP. OF (6) - SUPL'D BY VENDOR & INSTL'D BY G.C. (ADA) G.C. TO PROVIDE IN-WALL BLOCKING CENTERED. 6A/A402 PRE FINISHED HOOK BACKER BOARD, SUPPLIED BY VENDOR & INSTALLED BY G.C. HOOK BACKER BOARD NOTE:GC TO REMOVE HOOKS FROM BACKER BOARD WITH SCREW AT HOOKS LOCATIONS, SO SCREWS ARE HIDDEN BEHIND HOOKS. INSET SCREWS INTO BACKER BOARD SO HOOKS ARE SET FLUSH AGAINST BACKER BOARD. CAULK ALL EDGES WITHCONTINUOUS CLEAR SILICONE SCALE:1 FITTING ROOM PLAN 1/2" = 1'-0" 1 2 2 A101 3'-2"4'-0" 1' - 8 " 1' - 6 " 1' - 6 " SEE A101 SE E A 1 0 1 EQ. 3 2' - 0 " 5' - 1 " 2 5 4 3A402 EQ. 5'-7 " S S S S S 5/8 TYPE 'X' GYP. BD. EXISTING METAL STUD FRAMING 20 GA. GAL. SHEET METAL PANEL OVER MIN. (3) STUDS S EXISTING DEMISING PARTITION 5/8 TYPE 'X' GYP. BD. SCHEDULED WALL FINISH LANDLORD REVIEW COMMENTS 9 10 11 6 0 " SCALE:6 FITTING ROOM HOOKS DETAIL 1 1/2" = 1'-0" SCALE:6A WALL BLOCKING AT RATED PARTITIONS 1 1/2" = 1'-0"CHECKED: PROJECT NO: DATE: REVISIONS NO DATE REMARKS DRAWN: SEAL: THE SHOPS SANTA ANITA 400 S BALDWIN AVE SPACE T6 ARCADIA CA 91007 2025.0904 JOSEPH WHALENARCHITECT 1 EAST 22ND STREET, SUITE 400LOMBARD, IL 60148630.932.2336 THIS DOCUMENT IS NOT CO P Y R I G H T © 2 0 2 6 J O S E P H W H A L E N R E S E R V E S C O P Y R I G H T & O T H E R R I G H T S R E S T R I C T I N G T H E S E D O C U M E N T S T O T H E O R I G I N A L S I T E O R P U R P O S E F O R W H I C H T H E Y W E R E P R E P A R E D . R E P R O D U C T I O N S , C H A N G E S O R A S S I G N M E N T S A R E P R O H I B I T E D . 03.03.26 A402 FITTING ROOM ELEVATIONS & DETAILS CTMS SCALE:7 EXISTING RESTROOM PLAN 1/2" = 1'-0" 02/29/2028 2026.03.05 14:04:47-06'00' SCALE:1 KEY PLAN 1/8" = 1'-0" 2 5 4 3A403 NORTH 1. EXISTING FINISH TO REMAIN 2. SLATWALL 'SW-A' INSTALLED BY G.C. REFER TO FINISH SCHEDULE ON SHEET T104. INSTALL 6" 20-25 GAUGE METAL FLAT STRAPPING AT ALL HORIZONTAL SLATWALL SEAMS. SEE DETAILS 7, 13/A302. 3. INSTALL WALL BASE 'B-2' WHERE MISSING. REFER TO FINISH SCHEDULE ON SHEET T104. 4. EXISTING ELECTRICAL PANELS AND EQUIPMENT. SEE ELECTRICAL SHEETS FOR MORE INFORMATION. 5. NOT USED. 6. 32" X 12" S.S. KICK PLATE MOUNTED TO DOOR AT 1" A.F.F. SEE DOOR SCHEDULE T104. 7. NEW STOCKROOM SHELVING SUPPLIED AND INSTALLED BY TENANT VENDOR. SEE RESPONSIBILITY SCHEDULE ON SHEET T104. 8. WALL TO BE PAINTED "P-2" UP TO 12'-0" A.F.F. 9. NOT USED. 10. GC TO PAINT DOOR 'P-3'. SPRAY ONLY. REFER TO FINISH SCHEDULE ON SHEET T104. 11. NEW LOCKABLE UNIT. SUPPLIED AND INSTALLED BY BY TENANT VENDOR. SEE RESPONSIBILITY SCHEDULE ON SHEET T104. 12. NEW SAFE. SUPPLIED AND INSTALLED BY TENANT VENDOR . SEE RESPONSIBILITY SCHEDULE ON SHEET T104. 13. NEW FILE CABINET. SUPPLIED BY TENANT VENDOR AND INSTALLED BY G.C. SEE RESPONSIBILITY SCHEDULE ON SHEET T104. 14. NOT USED. 15. OFFICE TABLE SUPPLIED AND INSTALLED BY TENANT VENDOR. SEE RESPONSIBILITY SCHEDULE ON SHEET T104. 16. IT CABINET. SUPPLIED AND INSTALLED BY TENANT VENDOR. SEE RESPONSIBILITY SCHEDULE ON SHEET T104. ELEVATION KEYED NOTES: 1. WRITTEN DIMENSIONS HOLD PREFERENCE OVERSCALED DIMENSIONS. DO NOT SCALE DRAWINGS. CONTRACTORS MUST VISIT JOB SITE TO VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS BEFORE SUBMITTING BIDS. REPORT ANY DISCREPANCIES OF ANY CONDITIONS WHICH MAY INTERFERE WITH THE PROPER EXECUTION OF, TO TENANT REPRESENTATIVE. REPORT DISCREPANCIES DURING BIDDING PROCESS AND BEFORE START OF CONSTRUCTION. EXTRAS WILL NOT BE ALLOWED FOR JOB OR CODE COMPLIANCE CONDITIONS AFTER COMMENCEMENT OF CONSTRUCTION. 2. FIXTURE PLAN, FLOOR PLAN, INTERIOR ELEVATION SHEET, REFLECTED CEILING PLAN, DEMOLITION PLAN ARE OF THIS SPECIFIC STORE. DETAIL SHEETS ARE GENERAL AND MAY OR MAY NOT BE STORE SPECIFIC. CONTRACTOR'S NOTES:# 1. EXISTING FINISH TO REMAIN 2. SLATWALL 'SW-A' INSTALLED BY G.C. REFER TO FINISH SCHEDULE ON SHEET T104. INSTALL 6" 20-25 GAUGE METAL FLAT STRAPPING AT ALL HORIZONTAL SLATWALL SEAMS. SEE DETAILS 7, 13/A302. 3. INSTALL WALL BASE 'B-2' WHERE MISSING. REFER TO FINISH SCHEDULE ON SHEET T104. 4. EXISTING ELECTRICAL PANELS AND EQUIPMENT. SEE ELECTRICAL SHEETS FOR MORE INFORMATION. 5. NOT USED. 6. 32" X 12" S.S. KICK PLATE MOUNTED TO DOOR AT 1" A.F.F. SEE DOOR SCHEDULE T104. 7. NEW STOCKROOM SHELVING SUPPLIED AND INSTALLED BY TENANT VENDOR. SEE RESPONSIBILITY SCHEDULE ON SHEET T104. 8. WALL TO BE PAINTED "P-2" UP TO 12'-0" A.F.F. 9. NOT USED. 10. GC TO PAINT DOOR 'P-3'. SPRAY ONLY. REFER TO FINISH SCHEDULE ON SHEET T104. 11. NEW LOCKABLE UNIT. SUPPLIED AND INSTALLED BY BY TENANT VENDOR. SEE RESPONSIBILITY SCHEDULE ON SHEET T104. 12. NEW SAFE. SUPPLIED AND INSTALLED BY TENANT VENDOR . SEE RESPONSIBILITY SCHEDULE ON SHEET T104. 13. NEW FILE CABINET. SUPPLIED BY TENANT VENDOR AND INSTALLED BY G.C. SEE RESPONSIBILITY SCHEDULE ON SHEET T104. 14. NOT USED. 15. OFFICE TABLE SUPPLIED AND INSTALLED BY TENANT VENDOR. SEE RESPONSIBILITY SCHEDULE ON SHEET T104. 16. IT CABINET. SUPPLIED AND INSTALLED BY TENANT VENDOR. SEE RESPONSIBILITY SCHEDULE ON SHEET T104. ELEVATION KEYED NOTES: 1. WRITTEN DIMENSIONS HOLD PREFERENCE OVER SCALED DIMENSIONS. DO NOT SCALE DRAWINGS. CONTRACTORS MUST VISIT JOB SITE TO VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS BEFORESUBMITTING BIDS. REPORT ANY DISCREPANCIES OF ANY CONDITIONS WHICH MAY INTERFERE WITH THE PROPER EXECUTION OF, TO TENANT REPRESENTATIVE. REPORT DISCREPANCIES DURING BIDDING PROCESS AND BEFORE START OF CONSTRUCTION. EXTRAS WILL NOT BE ALLOWED FOR JOB OR CODE COMPLIANCE CONDITIONS AFTER COMMENCEMENT OF CONSTRUCTION. 2. FIXTURE PLAN, FLOOR PLAN, INTERIOR ELEVATIONSHEET, REFLECTED CEILING PLAN, DEMOLITION PLAN ARE OF THIS SPECIFIC STORE. DETAIL SHEETS ARE GENERAL AND MAY OR MAY NOT BE STORE SPECIFIC. CONTRACTOR'S NOTES:# SCALE:2 STORAGE ROOM 1/4" = 1'-0"SCALE:3 STORAGE ROOM 1/4" = 1'-0"SCALE:4 STORAGE ROOM 1/4" = 1'-0"SCALE:5 STORAGE ROOM 1/4" = 1'-0" 1 7 7 7 7 4 4 3 1 16 7' - 6 " 6121513 1 7 6 11 ±1 2 ' - 0 " TO P O F S L A T W A L L 2 OPEN TO BEYOND 333 10 1 8 8 LANDLORD REVIEW COMMENTS CHECKED: PROJECT NO: DATE: REVISIONS NO DATE REMARKS DRAWN: SEAL: THE SHOPS SANTA ANITA 400 S BALDWIN AVE SPACE T6 ARCADIA CA 91007 2025.0904 JOSEPH WHALENARCHITECT 1 EAST 22ND STREET, SUITE 400LOMBARD, IL 60148630.932.2336 THIS DOCUMENT IS NOT CO P Y R I G H T © 2 0 2 6 J O S E P H W H A L E N R E S E R V E S C O P Y R I G H T & O T H E R R I G H T S R E S T R I C T I N G T H E S E D O C U M E N T S T O T H E O R I G I N A L S I T E O R P U R P O S E F O R W H I C H T H E Y W E R E P R E P A R E D . R E P R O D U C T I O N S , C H A N G E S O R A S S I G N M E N T S A R E P R O H I B I T E D . 03.03.26 A403 STOCK ROOM ELEVATIONS CTMS 02/29/2028 2026.03.05 14:04:47-06'00' 1. G.C. TO REFER TO APPROVED SIGN SHOP DRAWINGS FOR FINAL PLACEMENT PRIOR TO STOREFRONT CONSTRUCTION. 2. SIGNAGE UNDER SEPARATE PERMIT BY SIGN VENDOR. 3. SIGN INSTALLER IS NOT ALLOWED TO USE HAMMER DRILLS TO DRILL THROUGH BRICK FOR ANCHORAGE OF SIGN. USE DIAMOND TIP DRILL BITS ONLY. 4. SIGNAGE APPROVAL REQUIRES A SEPARATE SUBMITTAL FROM PLAN APPROVAL SUBMITTALS. CONTRACTOR MUST SUBMIT COMPLETE SHOP DRAWINGS FOR SPECIFIC WRITTEN APPROVAL BY LANDLORD PRIOR TO PURCHASE ORDER AND INSTALLATION 5. SOURCE OF ILLUMINATION MUST BE UL APPROVED AND MEET APPLICABLE CODES,SIGN INSTALLATION MUST BE SCHEDULED DURING HOURS THE CENTER IS NOT OPEN TO THE PUBLIC, UNLESS THERE IS A BARRICADE. 6. SIGN ILLUMINATION MUST BE CONTROLLED BY 7-DAY TIME CLOCK. CONFIRM TIME SETTINGS WITH MALL MANAGEMENT. 7. ANY REQUIRED UL OR MANUFACTURES STICKERS MUST BE PLACED ON THE TOP OR INSIDE OF THE LETTERS, AND NOT BE VISIBLE TO COMMON AREA TRAFFIC. 8. REAR SERVICE DOOR SIGNAGE - TENANT SHALL PROVIDE AND INSTALL VINYL LETTERS (BLACK ON A LIGHT SURFACE, WHITE ON A DARK SURFACE), MINIMUM OF 2" HIGH, IN MEDIUM HELVETICA FONT, STORE NAME AND SPACE NUMBER, CENTERED ON DOOR AT A HEIGHT OF 48" A.F.F. ON CENTER TENANT/ SUITE IDENTIFICATION SIGNAGE- TENANT SHALL PROVIDEAND INSTALL VINYL LETTERS (BLACK ON A LIGHT SURFACE, WHITE ON A DARK SURFACE), MINIMUM OF 2" HIGH, IN MEDIUM HELVETICA FONT,INDICATING THE SPACE NUMBER ON THE STOREFRONT FACING THE MALL CONCOURSE, ON A PLANE PARALLEL TO THE STOREFRONT LEASE LINE, AND ABOVE 9'-0". 9. BARRICADE GRAPHICS ARE A LANDLORD REQUIREMENT. SUBMIT PROPOSED BARRICADE GRAPHICS TO LANDLORD FOR APPROVAL TO APPLICATION. (SEE HANDBOOK FOR GRAPHIC REQUIREMENTS). 10. A 7 DAY 24 HOUR CLOCK SHALL BE PROVIDED FOR THE CONTROL OF SIGNAGE WRITTEN DIMENSIONS HOLD PREFERENCE OVER SCALED DIMENSIONS. DO NOT SCALE DRAWINGS. CONTRACTORS MUST VISIT JOB SITE TO VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS BEFORE SUBMITTING BIDS. REPORT ANY DISCREPANCIES OF ANY CONDITIONS WHICH MAY INTERFERE WITH THE PROPER EXECUTION OF, TO TENANT REPRESENTATIVE. REPORT DISCREPANCIES DURING BIDDING PROCESS AND BEFORE START OF CONSTRUCTION. EXTRAS WILL NOT BE ALLOWED FOR JOB OR CODE COMPLIANCE CONDITIONS AFTER COMMENCEMENT OF CONSTRUCTION. STOREFRONT KEYED NOTES: SIGNAGE NOTE: CONTRACTOR'S NOTE: # 1. 1/2" GLAZING TO BE SUPPORTED BY GLAZING CHANNEL ON ALL SIDES. G.C. TO PROVIDE CLEAR STRUCTURAL SILICONE AT GLASS CHANNELS ON EACH SIDE AND AROUND ENTIRE FRAME. G.C. TO VERIFY WARRANTY WITH MANUFACTURER. 2. ALL STOREFRONT METAL TO BE POWDER COATED MATTE BLACK. G.C. TO PROVIDE METAL SAMPLE WHEN NOT USING PREFERRED VENDOR. 3. PAINT ALL PLYWOOD BLACK. 4. NEW STOREFRONT MUST BE A SELF SUPPORTING STRUCTURE 5. A 10" NEUTRAL BAND MUST BE OBSERVED IN STOREFRONT BELOW MALL BULKHEAD AND STOREFRONT SYSTEM AND/OR APPROVED BY LANDLORD 6. AT DEMISING PIER 1" OVER STRUCTURE MUST BE OBSERVED. 7. ANY SOFFIT OR DEMISING PIER EXTENSION OR RETURN REQUIRED BY INSTALLATION OF A RECESSED STOREFRONT, SHALL BE FINISHED TO MATCH EXISTING LANDLORD FINISHES IN ALL WAYS (EXAMPLE: NEUTRAL BAND, DEMISING PIER AND/OR SOFFIT SHALL BE DONE AT TENANT EXPENSE) STOREFRONT NOTE: 1. G.C. TO SUBMIT ALL SEAMS LOCATIONS TO BOX LUNC P.M FOR APPROVAL PRIOR TO INSTALLATION OF METAL AT STOREFRONT. PANEL SEAM LOCATIONS THAT ARE NOT APPROVED MAY BE REQUIRED TO BE REINSTALLED AT THE EXPENSE OF THE G.C. 2. ANY SEAMS IN STOREFRONT SYSTEM SILL OR HEAD SHALL LINE UP WITH EDGE OF GLASS PANELS, TYP. 3. G.C. TO PAINT SUBSTRATE UNDERNEATH METAL WITH A MATTER BLACK PAINT FINISH. SEAM NOTE: LANDLORD REVIEW COMMENTS 1. EXISTING STOREFRONT CONSTRUCTION TO REMAIN. REMOVE EXISTING CLADDING AND PREP TO RECEIVE "MT-2" FINISH. 2. EXISTING FRAMING AND GLAZING AT STOREFRONT TO REMAIN. ELECTROSTATIC PAINT FRAME, BASE AND ALL EXISTING STOREFRONT METAL. MATTE BLACK BOTH SIDES. 3. NEW WIFI LOOP EAS SECURITY SYSTEM. TENANT VENDOR TO PROVIDE GLASS MOUNTING KIT AND WIRE MOLD IN BLACK. GC TO COORDINATE AND PROVIDE POWER. SEE ELECTRICAL. 4. EXISTING KNOXBOX TO REMAIN. 5. NOT USED. 6. EXISTING COLUMN FURROUT TO REMAIN. G.C. TO PAINT "P-3" ON ALL SIDES. "B-1" BASE PAINTED "P-3". 7. NEW PREFABRICATED ILLUMINATED SIGN UNIT WALL MOUNTED AND ATTACHED TO STOREFRONT FACADE CENTERED ABOVE DOOR,ON EXISTING BRACKET PER MALL CRITERIA. SUPPLIED AND INSTALLED BY TENANT VENDOR. G.C. TO PROVIDE IN WALL BLOCKING. G.C. TO COORDINATE AND SUPPLY POWER AS REQUIRED (SEE SHOP DRAWINGS FOR DETAILS. G.C. TO PATCH STOREFRONT AS NEEDED AFTER REMOVAL OF EXISTING SIGNAGE. 8. TV DISPLAY PLATFORM FIXTURE WITH ACCESS PANEL TO BE LOCATED BEHIND TV. RELOCATED TV INSTALLED BY TENANT VENDOR. GC TO COORDINATE AND SUPPLY POWER. 9. EXISTING WALL TO REMAIN. G.C. TO PATCH AND REPAIR AS REQUIRED. PAINT "P-3" ON WALL. "B-1" BASE PAINTED "P-3". 10. NEW FLOOR TILE "T-1". 11. NEW SLATWALL AND CORNER GUARDS. REFER TO SHEET A101. 12. LEASELINE. 13. EXISTING DOORS TO REMAIN. G.C. TO UNINSTALL DOORS, REMOVE METAL FRAMING AND PULLS, CLEAN AND REPAIR TO SMOOTH SURFACE. POWDER COATED MATTE BLACK AND REINSTALL AS REQUIRED. 14. DOOR LOCK CYLINDERS WITH THUMBLOCK ON INSIDE BY GC. TO FIT (7) PIN FALCON CORE. SUPPLIED AND INSTALLED BY TENANT. REFER TO RESPONSIBILITY SCHEDULE ON SHEET T104. 15. NOT USED. 16. NOT USED. 17. ADJACENT TENANT. FINISHES TO REMAIN AND BE PROTECTED. 19. FREE STANDING POST TO BE CENTERED ON EXISTING COLUMN. V.I.F. 20. WINDOW FIXTURES TO BE CENTERED ON STOREFRONT GLAZING AND INSTALLED BEFORE STOREFRONT FREE STANDING POSTS,V.I.F. NORTH SCALE:2 STOREFRONT ELEVATION 1/2" = 1'-0" SCALE:1 STOREFRONT PLAN 1/2" = 1'-0" 3 1011 13 17 EQ . EQ . CL CLEQ. 7 121 1 ±9" ±9 ' - 8 " ±9 ' - 1 1 " ±1 2 ' - 1 1 " ±2 " 4" 1 1 TYP. 1 2 2 2 2 3 7 8 11 14 17 2 " 2 ' - 6 " 5 " EQ. 12 12 13 1717 ±10'-8" ±11'-11" ±7'-1" 1'-2" 4 9 9 6 20 9 9 2 ' - 1 0 " 5" CL 19 CHECKED: PROJECT NO: DATE: REVISIONS NO DATE REMARKS DRAWN: SEAL: THE SHOPS SANTA ANITA 400 S BALDWIN AVE SPACE T6 ARCADIA CA 91007 2025.0904 JOSEPH WHALENARCHITECT 1 EAST 22ND STREET, SUITE 400LOMBARD, IL 60148630.932.2336 THIS DOCUMENT IS NOT CO P Y R I G H T © 2 0 2 6 J O S E P H W H A L E N R E S E R V E S C O P Y R I G H T & O T H E R R I G H T S R E S T R I C T I N G T H E S E D O C U M E N T S T O T H E O R I G I N A L S I T E O R P U R P O S E F O R W H I C H T H E Y W E R E P R E P A R E D . R E P R O D U C T I O N S , C H A N G E S O R A S S I G N M E N T S A R E P R O H I B I T E D . 03.03.26 A501 STOREFRONT PLAN AND ELEVATION CTMS 02/29/2028 2026.03.05 14:04:47-06'00' 12.03.2025 M001 GENERAL NOTES AND LEGEND ARDAKCHECKED: PROJECT NO: DATE: REVISIONS NO DATE REMARKS DRAWN: SEAL: THE SHOPS SANTA ANITA 400 S BALDWIN AVE SPACE T6 ARCADIA CA 91007 2025.0904 JOSEPH WHALENARCHITECT 1 EAST 22ND STREET, SUITE 400LOMBARD, IL 60148630.932.2336 THIS DOCUMENT IS NOT CO P Y R I G H T © 2 0 2 6 J O S E P H W H A L E N R E S E R V E S C O P Y R I G H T & O T H E R R I G H T S R E S T R I C T I N G T H E S E D O C U M E N T S T O T H E O R I G I N A L S I T E O R P U R P O S E F O R W H I C H T H E Y W E R E P R E P A R E D . R E P R O D U C T I O N S , C H A N G E S O R A S S I G N M E N T S A R E P R O H I B I T E D . Sheet List Table FIELD VERIFY ALL CONDITIONS HVAC SYMBOLS LEGENDHVAC ABBREVIATIONSHVAC GENERAL NOTES 12/31/2027 ANGMEN - 03/03/2026 12:39:06 PM Stacy T Henson 2026.03.05 15:42:20-05'00' CHECKED: PROJECT NO: DATE: REVISIONS NO DATE REMARKS DRAWN: SEAL: THE SHOPS SANTA ANITA 400 S BALDWIN AVE SPACE T6 ARCADIA CA 91007 2025.0904 JOSEPH WHALENARCHITECT 1 EAST 22ND STREET, SUITE 400LOMBARD, IL 60148630.932.2336 THIS DOCUMENT IS NOT CO P Y R I G H T © 2 0 2 6 J O S E P H W H A L E N R E S E R V E S C O P Y R I G H T & O T H E R R I G H T S R E S T R I C T I N G T H E S E D O C U M E N T S T O T H E O R I G I N A L S I T E O R P U R P O S E F O R W H I C H T H E Y W E R E P R E P A R E D . R E P R O D U C T I O N S , C H A N G E S O R A S S I G N M E N T S A R E P R O H I B I T E D . 12.03.2025 M100 MECHANICAL FLOOR PLAN ARDAK KEYED NOTES NORTH SCALE:1 MECHANICAL FLOOR PLAN 3/16" = 1'-0" EXISTING STOCK AREA 103 FITTING ROOM 101 EXISTING RESTROOM 102 SALES AREA 100 12/31/2027 ANGMEN - 03/03/2026 12:39:06 PM Stacy T Henson 2026.03.05 15:42:21-05'00' THERMOSTAT SCHEDULE AIR DISTRIBUTION DEVICE SCHEDULE 12.03.2025 M500 MECHANICAL SCHEDULES AND DETAILS ARDAK FAN SCHEDULE CHECKED: PROJECT NO: DATE: REVISIONS NO DATE REMARKS DRAWN: SEAL: THE SHOPS SANTA ANITA 400 S BALDWIN AVE SPACE T6 ARCADIA CA 91007 2025.0904 JOSEPH WHALENARCHITECT 1 EAST 22ND STREET, SUITE 400LOMBARD, IL 60148630.932.2336 THIS DOCUMENT IS NOT CO P Y R I G H T © 2 0 2 6 J O S E P H W H A L E N R E S E R V E S C O P Y R I G H T & O T H E R R I G H T S R E S T R I C T I N G T H E S E D O C U M E N T S T O T H E O R I G I N A L S I T E O R P U R P O S E F O R W H I C H T H E Y W E R E P R E P A R E D . R E P R O D U C T I O N S , C H A N G E S O R A S S I G N M E N T S A R E P R O H I B I T E D . ROUND BRANCH CONNECTIONNTS CONNECTION DETAIL SIDEWALL GRILLE TO SPIRAL DUCT NTS CONNECTION DIFFUSER DETAIL NTS TYPICAL DUCT HANGING DETAIL NTS DUCT TAKEOFF DETAILNTS CEILING EXHAUST FAN DETAIL NTS BUILDING AIR BALANCE SCHEDULE EXISTING SPLIT SYSTEM AIR HANDLING UNIT SCHEDULE VENTILATION SCHEDULE CONTROL SEQUENCE OF OPERATIONS: SPLIT STSTEM 12/31/2027 ANGMEN - 03/03/2026 12:39:06 PM Stacy T Henson 2026.03.05 15:42:22-05'00' 12.03.2025 M800 MECHANICAL SPECIFICATIONS ARDAKCHECKED: PROJECT NO: DATE: REVISIONS NO DATE REMARKS DRAWN: SEAL: THE SHOPS SANTA ANITA 400 S BALDWIN AVE SPACE T6 ARCADIA CA 91007 2025.0904 JOSEPH WHALENARCHITECT 1 EAST 22ND STREET, SUITE 400LOMBARD, IL 60148630.932.2336 THIS DOCUMENT IS NOT CO P Y R I G H T © 2 0 2 6 J O S E P H W H A L E N R E S E R V E S C O P Y R I G H T & O T H E R R I G H T S R E S T R I C T I N G T H E S E D O C U M E N T S T O T H E O R I G I N A L S I T E O R P U R P O S E F O R W H I C H T H E Y W E R E P R E P A R E D . R E P R O D U C T I O N S , C H A N G E S O R A S S I G N M E N T S A R E P R O H I B I T E D . “ ” " ” ” ” ”” ” ” 12/31/2027 ANGMEN - 03/03/2026 12:39:06 PM Stacy T Henson 2026.03.05 15:42:22-05'00' 12.03.2025 M801 MECHANICAL SPECIFICATIONS ARDAKCHECKED: PROJECT NO: DATE: REVISIONS NO DATE REMARKS DRAWN: SEAL: THE SHOPS SANTA ANITA 400 S BALDWIN AVE SPACE T6 ARCADIA CA 91007 2025.0904 JOSEPH WHALENARCHITECT 1 EAST 22ND STREET, SUITE 400LOMBARD, IL 60148630.932.2336 THIS DOCUMENT IS NOT CO P Y R I G H T © 2 0 2 6 J O S E P H W H A L E N R E S E R V E S C O P Y R I G H T & O T H E R R I G H T S R E S T R I C T I N G T H E S E D O C U M E N T S T O T H E O R I G I N A L S I T E O R P U R P O S E F O R W H I C H T H E Y W E R E P R E P A R E D . R E P R O D U C T I O N S , C H A N G E S O R A S S I G N M E N T S A R E P R O H I B I T E D . ” “” ” ” ” ” ” ” ” ” ” ” ” ” ” ” ” ” ” 12/31/2027 ANGMEN - 03/03/2026 12:39:06 PM Stacy T Henson 2026.03.05 15:42:23-05'00' CHECKED: PROJECT NO: DATE: REVISIONS NO DATE REMARKS DRAWN: SEAL: THE SHOPS SANTA ANITA 400 S BALDWIN AVE SPACE T6 ARCADIA CA 91007 2025.0904 JOSEPH WHALENARCHITECT 1 EAST 22ND STREET, SUITE 400LOMBARD, IL 60148630.932.2336 THIS DOCUMENT IS NOT CO P Y R I G H T © 2 0 2 6 J O S E P H W H A L E N R E S E R V E S C O P Y R I G H T & O T H E R R I G H T S R E S T R I C T I N G T H E S E D O C U M E N T S T O T H E O R I G I N A L S I T E O R P U R P O S E F O R W H I C H T H E Y W E R E P R E P A R E D . R E P R O D U C T I O N S , C H A N G E S O R A S S I G N M E N T S A R E P R O H I B I T E D . 12.03.2025 E100 ELECTRICAL RISER, GENERAL NOTES AND LEGEND SSGA Sheet List Table SCALE:1 ELECTRICAL RISER DIAGRAM N.T.S. SYMBOL LEGENDGENERAL ELECTRICAL NOTES FIELD VERIFY ALL CONDITIONS ABBREVIATIONS STANDARD MOUNTING HEIGHTS 06/30/2026 ANGMEN - 03/03/2026 12:39:06 PM Sylvia N Nassif 2026.03.05 18:44:27-05'00' 12.03.2025 E101 ELECTRICAL POWER PLAN SSGACHECKED: PROJECT NO: DATE: REVISIONS NO DATE REMARKS DRAWN: SEAL: THE SHOPS SANTA ANITA 400 S BALDWIN AVE SPACE T6 ARCADIA CA 91007 2025.0904 JOSEPH WHALENARCHITECT 1 EAST 22ND STREET, SUITE 400LOMBARD, IL 60148630.932.2336 THIS DOCUMENT IS NOT CO P Y R I G H T © 2 0 2 6 J O S E P H W H A L E N R E S E R V E S C O P Y R I G H T & O T H E R R I G H T S R E S T R I C T I N G T H E S E D O C U M E N T S T O T H E O R I G I N A L S I T E O R P U R P O S E F O R W H I C H T H E Y W E R E P R E P A R E D . R E P R O D U C T I O N S , C H A N G E S O R A S S I G N M E N T S A R E P R O H I B I T E D . SCALE:1 ELECTRICAL POWER PLAN 3/16" = 1'-0" KEYED NOTES NORTH SCALE:2 WG - WIFI LOOP ELECTRICAL INSTALLATION N.T.S. EXISTING STOCK AREA 103 FITTING ROOM 101 EXISTING RESTROOM 102 SALES AREA 100 EXISTING JANIOR'S CLOSET 104 06/30/2026 ANGMEN - 03/03/2026 12:39:06 PM Sylvia N Nassif 2026.03.05 18:44:39-05'00' 12.03.2025 E201 ELECTRICAL LIGHTING PLAN SSGACHECKED: PROJECT NO: DATE: REVISIONS NO DATE REMARKS DRAWN: SEAL: THE SHOPS SANTA ANITA 400 S BALDWIN AVE SPACE T6 ARCADIA CA 91007 2025.0904 JOSEPH WHALENARCHITECT 1 EAST 22ND STREET, SUITE 400LOMBARD, IL 60148630.932.2336 THIS DOCUMENT IS NOT CO P Y R I G H T © 2 0 2 6 J O S E P H W H A L E N R E S E R V E S C O P Y R I G H T & O T H E R R I G H T S R E S T R I C T I N G T H E S E D O C U M E N T S T O T H E O R I G I N A L S I T E O R P U R P O S E F O R W H I C H T H E Y W E R E P R E P A R E D . R E P R O D U C T I O N S , C H A N G E S O R A S S I G N M E N T S A R E P R O H I B I T E D . SCALE:1 ELECTRICAL LIGHTING PLAN 3/16" = 1'-0" KEYED NOTES SCALE:2 SWITCH BANK N.T.S. NORTH SCALE:3 SUSPENDED TRACK LIGHT NTS EXISTING JANIOR'S CLOSET 104 EXISTING STOCK AREA 103 FITTING ROOM 101 EXISTING RESTROOM 102 SALES AREA 100 06/30/2026 ANGMEN - 03/03/2026 12:39:07 PM Sylvia N Nassif 2026.03.05 18:44:41-05'00' CHECKED: PROJECT NO: DATE: REVISIONS NO DATE REMARKS DRAWN: SEAL: THE SHOPS SANTA ANITA 400 S BALDWIN AVE SPACE T6 ARCADIA CA 91007 2025.0904 JOSEPH WHALENARCHITECT 1 EAST 22ND STREET, SUITE 400LOMBARD, IL 60148630.932.2336 THIS DOCUMENT IS NOT CO P Y R I G H T © 2 0 2 6 J O S E P H W H A L E N R E S E R V E S C O P Y R I G H T & O T H E R R I G H T S R E S T R I C T I N G T H E S E D O C U M E N T S T O T H E O R I G I N A L S I T E O R P U R P O S E F O R W H I C H T H E Y W E R E P R E P A R E D . R E P R O D U C T I O N S , C H A N G E S O R A S S I G N M E N T S A R E P R O H I B I T E D . 12.03.2025 E301 ELECTRICAL DETAILS AND SCHEDULES SSGASCALE:3 SLAB TRENCHING DETAIL N.T.S. PANELBOARD NOTES LIGHT FIXTURE SCHEDULE LAMP SCHEDULE GENERAL CONTRACTOR NOTES: COMMUNICATION WORK: SCALE:2 SHOPPER TRACK DETAIL N.T.S. SCALE:1 TIMECLOCK AND LIGHTING CONTACTOR CONTROL DIAGRAMS N.T.S. INTERIOR LOAD CONTROLSEXTERIOR LOAD CONTROLS 06/30/2026 ANGMEN - 03/03/2026 12:39:07 PM Sylvia N Nassif 2026.03.05 18:44:42-05'00' CHECKED: PROJECT NO: DATE: REVISIONS NO DATE REMARKS DRAWN: SEAL: THE SHOPS SANTA ANITA 400 S BALDWIN AVE SPACE T6 ARCADIA CA 91007 2025.0904 JOSEPH WHALENARCHITECT 1 EAST 22ND STREET, SUITE 400LOMBARD, IL 60148630.932.2336 THIS DOCUMENT IS NOT CO P Y R I G H T © 2 0 2 6 J O S E P H W H A L E N R E S E R V E S C O P Y R I G H T & O T H E R R I G H T S R E S T R I C T I N G T H E S E D O C U M E N T S T O T H E O R I G I N A L S I T E O R P U R P O S E F O R W H I C H T H E Y W E R E P R E P A R E D . R E P R O D U C T I O N S , C H A N G E S O R A S S I G N M E N T S A R E P R O H I B I T E D . 12.03.2025 E501 ENERGY CALCULATIONS - LIGHTING SSGA 06/30/2026 ANGMEN - 03/03/2026 12:39:07 PM Sylvia N Nassif 2026.03.05 18:44:43-05'00' Sylvia N Nassif 2026.03.05 18:45:37-05'00' 12.03.2025 E800 ELECTRICAL SPECIFICATIONS SSGACHECKED: PROJECT NO: DATE: REVISIONS NO DATE REMARKS DRAWN: SEAL: THE SHOPS SANTA ANITA 400 S BALDWIN AVE SPACE T6 ARCADIA CA 91007 2025.0904 JOSEPH WHALENARCHITECT 1 EAST 22ND STREET, SUITE 400LOMBARD, IL 60148630.932.2336 THIS DOCUMENT IS NOT CO P Y R I G H T © 2 0 2 6 J O S E P H W H A L E N R E S E R V E S C O P Y R I G H T & O T H E R R I G H T S R E S T R I C T I N G T H E S E D O C U M E N T S T O T H E O R I G I N A L S I T E O R P U R P O S E F O R W H I C H T H E Y W E R E P R E P A R E D . R E P R O D U C T I O N S , C H A N G E S O R A S S I G N M E N T S A R E P R O H I B I T E D . “” “” “”“ ” “ ”“” “ ”“” “” “” ” DIVISION 26 - ELECTRICAL SPECIFICATIONS 06/30/2026 ANGMEN - 03/03/2026 12:39:07 PM Sylvia N Nassif 2026.03.05 18:44:44-05'00' CHECKED: PROJECT NO: DATE: REVISIONS NO DATE REMARKS DRAWN: SEAL: THE SHOPS SANTA ANITA 400 S BALDWIN AVE SPACE T6 ARCADIA CA 91007 2025.0904 JOSEPH WHALENARCHITECT 1 EAST 22ND STREET, SUITE 400LOMBARD, IL 60148630.932.2336 THIS DOCUMENT IS NOT CO P Y R I G H T © 2 0 2 6 J O S E P H W H A L E N R E S E R V E S C O P Y R I G H T & O T H E R R I G H T S R E S T R I C T I N G T H E S E D O C U M E N T S T O T H E O R I G I N A L S I T E O R P U R P O S E F O R W H I C H T H E Y W E R E P R E P A R E D . R E P R O D U C T I O N S , C H A N G E S O R A S S I G N M E N T S A R E P R O H I B I T E D . 12.03.2025 E801 ELECTRICAL SPECIFICATIONS SSGA DIVISION 26 - ELECTRICAL SPECIFICATIONS 06/30/2026 ANGMEN - 03/03/2026 12:39:07 PM Sylvia N Nassif 2026.03.05 18:44:45-05'00' 12.03.2025 E802 ELECTRICAL SPECIFICATIONS SSGACHECKED: PROJECT NO: DATE: REVISIONS NO DATE REMARKS DRAWN: SEAL: THE SHOPS SANTA ANITA 400 S BALDWIN AVE SPACE T6 ARCADIA CA 91007 2025.0904 JOSEPH WHALENARCHITECT 1 EAST 22ND STREET, SUITE 400LOMBARD, IL 60148630.932.2336 THIS DOCUMENT IS NOT CO P Y R I G H T © 2 0 2 6 J O S E P H W H A L E N R E S E R V E S C O P Y R I G H T & O T H E R R I G H T S R E S T R I C T I N G T H E S E D O C U M E N T S T O T H E O R I G I N A L S I T E O R P U R P O S E F O R W H I C H T H E Y W E R E P R E P A R E D . R E P R O D U C T I O N S , C H A N G E S O R A S S I G N M E N T S A R E P R O H I B I T E D . “ “” “” “” DIVISION 26 - ELECTRICAL SPECIFICATIONS 06/30/2026 ANGMEN - 03/03/2026 12:39:07 PM Sylvia N Nassif 2026.03.05 18:44:46-05'00' By: Prepared by: Reviewed by: Middletown, NY 10941 Mobile Media Storage Solutions 45 Turner Drive - Suite #2A Please note: the calculations contained within justify the seismic resistance of the shelving systems for both vertical and lateral forces as required by the 2025 CBC, ASCE 7-22, and ANSI/RMI-MH16.1 (2012). These storage shelves are not accessible to the general public. PREPARED FOR: Steel Storage Shelving Mobile Media Storage Solutions K. Reed, EIT R. VanCamp, PE 2/3/2026 Structural Calculations for: Box Lunch - Store #4819 The Shops Santa Anita - Space #T6 400 South Baldwin Avenue / Arcadia, CA 91007 27 Digitally signed by Robert VanCampReason: I am the AuthorContact Info: robertvancamp@cushingterrell.comDate: 2026.02.03 09:24:37-08'00' Box Lunch - Store #4819 400 South Baldwin Avenue / Arcadia, CA 91007 2/3/2026 KLR CODES: Current Editions of the: IBC & CBC & ASCE 7 & RMI Design Inputs: Shelving Geometry - Height of Shelving Unit = 10.0 ft Steel Yield Stress = 33 ksi Width of Shelving Unit = 3.5 ft Modulus of Elast. = 29000 ksi Depth of Shelving Unit = 1.5 ft Number of Shelves/Unit = 8 Eff. Length Factor = 1.7 Average Shelf Spacing = 16.7 in Unbraced Length,x = 16.7 in Back to Back Units?NO Unbraced Length,y = 16.7 in Are There Mobile Units? NO Type of Post = # of Units Per Anti-Tip? N/A Type of Beam = Top Shelf Loaded?YES Shelving Loading - Live Load per Shelf = 10 psf Maximum Weight per Shelf = 50 lbs Dead Load per Shelf = 2.0 psf Weight of Each Post = 13.7 lbs Weight of Mobile Carriage = 0 lbs Floor Load Calculations: Total Load on Each "L" Post = 135 lbs Floor Area Load = 5.8 ft2 Total Load On Each Unit = 539 lbs Allowable Loading = 100 psf Floor Load Under Shelf = 92 psf Seismic Information - Importance Factor - 1.0 Not Open to the Public SDC: E Site Class - Mapped Accel. Parameters: Ss = 2.280 Sms = 2.400 Sds = 1.600 S1 = 0.760 Sm1 = 1.730 Sd1 = 1.153 Structural System - ASCE 7 Section 15.5.3 Steel Storage Shelving: R = 4 ap = 2.5 Ip = 1.0 Average Roof Height = 20 ft 0'-0" For Ground Floor Location Height of Base Attachment = 0 ft Shear Coeff Boundaries = Vmin = 0.095 Vmax = 0.400 Design Base Shear Coeff = Vt = 0.280 Adjusted For ASD OK FOR 100psf RETAIL FLOOR LOADING MOBILE MEDIA STORAGE SOLUTIONS STEEL STORAGE SHELVING - LIGHT RETAIL 14ga Upright Posts DRL Low Profile For Main Floor Slab on Grade Display On Plaque Near Shelving Units Per 1.5ft Deep Shelf Wire Grid Shelf Material "GIFTS" Units DRH High Profile D - Stiff Soil Ground Floor 1/13 Box Lunch - Store #4819 400 South Baldwin Avenue / Arcadia, CA 91007 2/3/2026 KLR Lateral Force Distribution: per ASCE 7 Section 15.5.3.3 Total Dead Load per Shelf = 17.3 lbs Total Live Load per Shelf = 50 lbs Lateral DL Force per Shelf = 4.9 lbs Lateral LL Force per Shelf = 14.0 lbs 67% of LL Force per Shelf = 9.4 lbs Total DL Base Shear = 38.8 lbs Total LL Base Shear = 112.0 lbs LC1: Each Shelf is Loaded to 67% of its Live Weight Cumulative Moment:25013 in-lbs Total Base Shear = 113.9 lbs Controlling Load Case By Inspection Load: h1 = 3 in 50 lbs F1 = 0.7 lbs h2 = 20 in 50 lbs F2 = 4.6 lbs h3 = 36 in 50 lbs F3 = 8.4 lbs h4 = 53 in 50 lbs F4 = 12.3 lbs h5 = 70 in 50 lbs F5 = 16.2 lbs h6 = 87 in 50 lbs F6 = 20.0 lbs h7 = 103 in 50 lbs F7 = 23.9 lbs h8 = 120 in 50 lbs F8 = 27.8 lbs h9 = 0 in 0 lbs F9 = 0.0 lbs h10 = 0 in 0 lbs F10 = 0.0 lbs h11 = 0 in 0 lbs F11 = 0.0 lbs h12 = 0 in 0 lbs F12 = 0.0 lbs h13 = 0 in 0 lbs F13 = 0.0 lbs h14 = 0 in 0 lbs F14 = 0.0 lbs h15 = 0 in 0 lbs F15 = 0.0 lbs 113.9 lbs LC 2: Top Shelf Only is Loaded to 100% of its Live Weight Total Base Shear = 52.8 lbs Does Not Control By inspection, the force distribution for intermediate shelves without live load (case 2) is negligible. Calculate the moment for each column based on the total seismic base shear for each shelf being loaded to 67% of it's allowable live weight. The column at the center of the shelving system is the worst case for this condition. 0.6% 4.0% 7.4% 10.8% 14.2% 17.6% 21.0% 0.0% Sum = 100% 0.0% 0.0% 24.4% 0.0% 0.0% 0.0% 0.0% Height:% Per Level:Lateral Force/Level: 2/13 Box Lunch - Store #4819 400 South Baldwin Avenue / Arcadia, CA 91007 2/3/2026 KLR Column Calculations - Combined Bending and Axial Post Type: Double Rivet "L" Post Width = 1.5 in rx = 0.467 in Depth = 1.5 in Sx = 0.032 in3 Thickness = 0.075 in Ix = 0.034 in4 E = 29000 ksi Ap = 0.201 in2 Ae = 0.126 in2 Column Bending Calculations - Max Column Moment = 19.7 ft-lbs For L Post Allowable Bending Stress = 19.8 ksi Bending Stress on Column = 7.4 ksi Column Deflection Calculations - Max Deflection = 0.381 in At Top of Unit Deflection Ratio = 315 L/Δ Allowable Deflection = 6 in Max Deflection = 5% of Height Shelf Rivet Connection - Diameter of Rivet = 0.25 in Shear on Each Rivet = 315.3 lbs Brg Capacity of Rivet = 787.5 lbs Allowable Shear Stress = 13.2 ksi Shear Stress on Rivet = 6.4 ksi Column Axial Calculations - Per "L" Post DL + PL = 135 lbs RMI Load Combination #1 DL + PL + EQ = 329 lbs RMI Load Combination #6 Column Capacity Calculations - Controlling Buckling Stress = 21.3 ksi Allowable Comp. Stress = 17.2 ksi Factor of Safety for Comp. = 1.80 Nominal Column Capacity = 2172 lbs Allowable Column Capacity = 1207 lbs Static Axial Load on Column = 135 lbs Combined Bending And Axial Forces - Critical Buckling Load = 12053 lbs Axial Stress Unity = 0.273 Magnification Factor = 0.951 Bending Stress Unity = 0.334 Cm = 0.85 Combined Stress Unity = 0.606 Axial Load OK Bending Stress OK Deflection OK Brg Stress OK Shear Stress OK Column is Adequate 3/13 Box Lunch - Store #4819 400 South Baldwin Avenue / Arcadia, CA 91007 2/3/2026 KLR Overturning and Anti-Tip Calculations Overturning Forces - Total Weight = 407 lbs Load Case 1: Dead Load + 67% Live Load Total Lateral Force = 114 lbs Overturning Force = 634 ft*lbs Controlling Overturning Force Total Weight = 189 lbs Load Case 2: Dead Load + 100% Top Shelf Total Lateral Force = 53 lbs Overturning Force = 388 ft*lbs Does Not Control Tension Force per Anchor = 346 lbs Shear Force per Anchor = 57 lbs Allowable Tension Force = 736 lbs Allowable Shear Force = 1057 lbs Vertical Seismic Force = 45.6 lbs Overstrength Factor = 2 For Anchoring to Concrete Combined Loading = 0.941 Baseplate Connection For Static Units - Type of Connection = NONE OR 14ga Baseplate at Static Units Tension per Side = 346 lbs Static Baseplate Connection Capacity of (1) Tek Screw = 394 lbs Tension Cap. of Baseplate Leg = 2030 lbs (Yielding in Net / Fracture in Gross) For Concrete Slab USE: Hilti Kwik HUS-EZ Post-Installed Anchor Bolts Hilti Kwik HUS-EZ--0.375--2.5--4 Floor Anchors are Adequate (2) #12 Screws Are Adequate Baseplate Thickness OK 4/13 Box Lunch - Store #4819 400 South Baldwin Avenue / Arcadia, CA 91007 2/3/2026 KLR Shelf Beam Calculations Steel Yield Stress = 33 ksi Shelf DL = 2.0 psf Modulus of Elast. = 29000 ksi Shelf LL = 9.52 psf Beam Type:DRL DRH DRC Area of Beam = 0.168 0.277 0.445 in2 Section Modulus of Beam = 0.020 0.219 0.346 in3 Moment of Inertia of Beam = 0.014 0.220 0.477 in4 Shelf Width = 3.5 ft Allowable Bending Stress = 19.6 ksi Shelf Depth = 1.5 ft Allowable Shear Stress = 13.2 ksi Total Load/Shelf = 61 lbs Distributed Load = 8.642857 plf Beam Type:DRL DRH DRC Maximum Design Moment = 13.2 ft-lbs Maximum Design Shear = 15.1 lbs Beam Bending Stresses = 8.1 ksi Beam Shear Stresses = 0.09 ksi Bending Stress Unity = 0.411 Shear Stress Unity = 0.007 Max Allowable Deflection = 0.233 in L/180 Maximum Beam Deflection = 0.072 in Deflection OK Diameter of Rivet = 0.25 in Post Moment Shear on Rivet = 315.3 lbs Beam Shear on Rivet = 15.1 lbs Resultant Shear = 315.7 lbs Brg Capacity of Rivet = 787.5 lbs Allowable Shear Stress = 13.2 ksi Shear Stress on Rivet = 6.4 ksi Shelf Beam Calculations:DRL Low Profile Shear Stress OK Shelf Beam Rivet Check: Brg Stress OK Shear Stress OK Bending Stress OK 5/13 Box Lunch - Store #4819 400 South Baldwin Avenue / Arcadia, CA 91007 2/3/2026 KLR Wall Supported Unit Calculations Seismic Force at Top of Units - Height of Attachment = 10.0 ft Total Weight per Unit = 361 lbs Lateral Force at Top/Bottom = 51 lbs Standard Stud Spacing = 16 in Wall Connections per Unit = 2 (to nearest stud each side of T post) Tek Screw Capacity = 84 lbs Tension Cap. for #10 Screw in 20ga Stud Force Per Connection = 25 lbs Screw Capacity OK 6/13 Box Lunch - Store #4819 400 South Baldwin Avenue / Arcadia, CA 91007 2/3/2026 KLR Light Gage Steel Stud Wall Framing Stud Design Data - Height of Wall Studs = 16.0 ft Int. Non-Brg - Worst Case Ht Assumed Location of Point Load = 10.0 ft Design Lateral Load = 25.3 lbs From Shelving Unit Additional Lateral Load = 5.0 psf Interior Seismic Force Design Axial Load = 85.3 lbs Dead Load of Wall Framing Spacing of Studs = 16.0 in Width = 3.625 in rx = 1.450 in Depth = 1.625 in ry = 0.616 in Thickness = 0.035 in Sx = 0.268 in3 Fy = 33 ksi Ix = 0.551 in4 E = 29000 ksi Ap = 0.262 in2 K = 1.0 Unbraced Length X = 16 ft Unbraced Length Y = 4 ft Stud Capacity - Buckling Stress, X = 16.32 ksi Buckling Stress, Y = 47.14 ksi Allowable Buckling Stress = 16.32 ksi Nominal Axial Strength = 4277 lbs Factor of Safety = 1.92 Allowable Axial Load = 2228 lbs Maximum Design Moment = 308.1 ft-lbs Maximum Design Shear = 69.1 lbs Allowable Bending Stress = 21.78 ksi Actual Bending Stress = 13.79 ksi Allowable Shear Stress = 13.20 ksi Actual Shear Stress = 0.26 ksi Allowable Axial Stress = 8.50 ksi Actual Axial Stress = 0.33 ksi Combined Stress Unity = 0.67 Bending Stress OK Shear Stress OK Axial Stress OK Combined Stress OK TRY: 3-5/8" x 1-5/8" x 20ga Studs @ 16" o.c. (Worst Case Assumed) 7/13 Box Lunch - Store #4819 400 South Baldwin Avenue / Arcadia, CA 91007 2/3/2026 KLR Slab Bearing & Uplift Calculations Slab Design Properties - Minimum Concrete Strength = 2500 psi Assumed Thickness of Concrete Slab = 4 in Assumed Weight of Concrete Slab = 50 psf Allowable Bearing Pressure = 500 psf Assumed Bearing Loads On Post = 56 lbs Dead Load 200 lbs Live Load 423 lbs EQ Load Uplift Loads on Post = 346 lbs Resultant Uplift Slab Bearing Capacity - Depth of Post on Slab = 1.5 in Factored Bearing Load = 990 lbs Required Bearing Area = 195.33 in2 13.98 inches per side Additional Bending Length = 2.24 in For Bending Soil Pressure on Bearing Area = 730.2 plf Along Critical Length Section Modulus = 32.0 in3 Plain Concrete per Foot Shear Area = 22 in Conc. Shear Stress = 11.3 psi Allowable Shear Stress = 73.2 psi Conc. Bending Stress = 4.8 psi Allowable Bending Stress = 137.5 psi Slab Uplift Capacity - Required Area to Resist Uplift = 11.54 ft2 Length of Slab Req'd = 3.30 ft Assume Full Shelf Width x Req'd Length Worst Case Length of Slab = 3.50 ft Maximum of Width or Length Req'd Distance to Anchor Bolt = 1.75 ft Shear Force on 1ft Strip = 122.5 lbs Allowable Shear Force = 1760.0 lbs Bending Moment on 1ft Strip = 107.2 ft-lbs Allowable Bending Moment = 366.7 ft-lbs Bending OK Shear Stress OK Bending Stress OK Shear OK 8/13 Box Lunch - Store #4819 400 South Baldwin Avenue / Arcadia, CA 91007 2/3/2026 KLR Anchor Analysis:Typical Shelving Anchor (Max Worst Case) Anchor Mfg. = Hilti Anchor = Kwik HUS-EZ ESR = 3027 Evaluation Service Report dia = 0.375 in. Anchor Diameter hnom =2.500 in. Nominal Embedment hef =1.860 in. Effective Embedment Smin =3.00 in. Minimum Anchor Spacing f'c = 2500 psi Concrete Compressive Strength Ω0 =2 Overstrength Factor SDC =E Seismic Design Category φseis =0.75 Seismic Reduction Factor for SDC C,D, or E Pu =989 lbs. Ultimate Uplift per Anchor Group (LRFD) Vu =179 lbs. Ultimate Shear per Anchor Group (LRFD) *Note: the given anchor shear & tension forces encompass MAX values from all elevations N = 1 Number of Anchors in Group fya =N/A ksi Min. Specified Yield Strength (Neck) futa =120.3 ksi Min. Specified Ultimate Tensile Strength (Neck) Ase,N =0.086 in.2 Effective Tensile Stress Area (Neck) Nsa =10335 lbs. Steel Strength in Tension φ = 0.65 Strength Reduction Factor φNsa =6718 lbs. Factored Capacity per Each Anchor Nua =989 lbs. Ultimate Uplift per Anchor Nua / φNn =0.15 OK Utilization Such That φNsa ≥ Nua N = 1 Number of Anchors in Group Np, cr =NA lbs. Pull Out Strength of a Single Anchor in Cracked Concrete Np =NA lbs. Adjusted Pull Out Strength for Cracked Concrete ψc,p =1 Modification Factor for Uncracked Concrete (ACI Sec. 17.4.3.6) φ = 0.65 Strength Reduction Factor φNp,eq =NA lbs. Factored Pull Out Strength per Anchor Nua =989 lbs. Ultimate Uplift per One Anchor Nua / φNn =NA NA Utilization Such That φNp,eq ≥ Nua Anchor Properties Check For Anchor Strength - Uplift Check For Anchor Pullout - Uplift 9/13 Box Lunch - Store #4819 400 South Baldwin Avenue / Arcadia, CA 91007 2/3/2026 KLR Anchor Analysis Cont.: kcr =17 Coeff. For Concrete Breakout Strength (ACI Sec. 17.4.2.2) λa =1 Modification Factor for Lightweight Concrete Nb =2156 lbs.Concrete Breakout Strength for a Single Anchor (ACI Eq. 17.4.2.2a) ANco =31.1 in.2 Projected Concrete Failure Area of a Single Anchor (ACI Eq. 17.4.2.1c) ANc =31.1 in.2 Projected Concrete Failure Area of an Anchor Group (ACI Sec. 17.4.2) Ncbg =2156 lbs.Nominal Concrete Breakout Strength of Bolt Group (ACI Eq. 17.4.2.1b) φ = 0.65 Strength Reduction Factor φNcbg =1051 lbs.Factored Breakout Capacity of Bolt Group Nua,g =989 lbs.Ultimate Uplift per Anchor Group Nua / φNn =0.94 OK Utilization Such That φNcbg ≥ Nua,g N = 1 Number of Anchors in Group Vsa =3110 lbs.Nominal Shear Strength per Anchor φ = 0.60 Strength Reduction Factor φVsa =1866 lbs.Factored Shear Strength per Anchor Vua =179 lbs.Ultimate Shear per Anchor Vua / φVn =0.10 OK Utilization Such That φVsa ≥ Vua N = 1 Number of Anchors in Group Ncpg =2156 lbs.Nominal Concrete Breakout Strength of Bolt Group (ACI Eq. 17.4.2.1b) kcp =1 Coeff. For Pryout Strength (ACI Sec. 17.5.3.1) Vcpg =2156 lbs.Nominal Pryout Strength for Anchor Group (ACI Eq. 17.5.3.1b) φ = 0.70 Strength Reduction Factor φVcbg =1509 lbs.Factored Pryout Strength of Bolt Group Vua,g =179 lbs.Ultimate Shear per Anchor Group Vua / φVn =0.12 OK Utilization Such That φVcbg ≥ Vua,g LRFD Anchor Group Capacity: Nua / φNn =0.94 Max. Utilization for Tension (Uplift)1051 lbs Tension Vua / φVn =0.12 Max. Utilization for Tension (Shear)1509 lbs Shear Utilization = N/A Max. Utilization for Combined Tension and Shear ASD Anchor Group Capacity: (ACI Section R17.6)736 lbs Tension 1057 lbs Shear Check For Concrete Breakout - Uplift Check For Anchor Strength - Shear Check For Concrete Pryout Strength - Shear Interaction of Tension and Shear Loads + ≤1.0 10/13 Box Lunch - Store #4819 400 South Baldwin Avenue / Arcadia, CA 91007 2/3/2026 KLR Project Name: Location: Manuf: Seismic Parameters Post Section = Site Class = D - Stiff Soil Max Post Height = 120 in. Importance factor = 1.0 Beam Sections = Sds =1.600 Sd1 =1.153 SDC = E Typical Anchors = Hilti Kwik HUS-EZ--0.375--2.5--4 Vbase =130 lbs Max Width Depth Height Lvl's 1 42 in 18 in 120 in 8 2 42 in 18 in 72 in 5 3 42 in 18 in 120 in 4 4 36 in 18 in 120 in 8 5 42 in 24 in 120 in 5 1 0.61 0.41 0.49 N/A 0.67 0.94 0.15 2 0.36 0.41 0.31 N/A 0.60 0.44 0.08 3 0.86 0.08 0.64 N/A 0.58 0.78 0.10 4 0.68 0.38 0.54 N/A 0.69 0.54 0.17 5 0.47 0.51 0.16 N/A 0.63 0.64 0.11 *Wall attachment unity shown for all units, even if not applicable "HANG/FOLD" Units "LOCKABLE UNIT" Units Elevation Label Elevation Label "GIFTS" Units 6' "GIFTS" Units "HANG/FOLD" Units "LOCKABLE UNIT" Units "MANAGERS DESK" Units "MANAGERS DESK" Units Summary of Results Cont… Post Unity Beam Unity Rivet Unity Anti-Tip Unity Wall Unity "GIFTS" Units 6' "GIFTS" Units RIVET SHELVING SUMMARY 14ga Upright Posts Summary of Results DRL Low Profile DRH High Profile 400 South Baldwin Avenue / Arcadia, CA 91007 Box Lunch - Store #4819 Mobile Media Storage Solutions NOTE: THE FOLLOWING RESULTS ARE A SUMMARY OF THE ENGINEERING CHECKS PERFORMED FOR EACH SHELVING CONFIGURATION. REF. THE FULL SET OF CALCULATIONS FOR THE DESIGN METHODOLOGY USED ON EACH SEPARATE ELEVATION. 7.1 psf 50 lbs Shelving Components Max Load per Shelf Level per UnitGeometry 9.5 psf 50 lbs 9.5 psf 50 lbs 9.5 psf 50 lbs 11.1 psf Anchor Unity Slab Check 50 lbs 11/13 Announcement ASCE 7-22 is now available. 400 S Baldwin Ave, Arcadia, CA 91007, USA Latitude, Longitude: 34.133225, -118.0524618 Date 2/3/2026, 9:17:47 AM Design Code Reference Document ASCE7-22 Risk Category II Site Class Default Type Value Description (Data) SS 2.28 The MCER spectral response acceleration at 0.2 seconds for Site Class BC, in units of g. S1 0.76 The MCER spectral response acceleration at 1 second for Site Class BC, in units of g. SMS 2.4 SMS = 1.5 x SDS, the Risk-Targeted Maximum Considered Earthquake (MCER) spectral response acceleration for short periods (of the two- period spectrum) and the user-specified Site Class. SM1 1.73 SM1 = 1.5 x SD1, the MCER spectral response acceleration for 1 second (of the two-period spectrum) and the user-specified Site Class. SDS 1.6 The design spectral response acceleration for short periods (of the two-period spectrum) and the user-specified Site Class, in units of g. SD1 1.15 The design spectral response acceleration for 1 second (of the two-period spectrum) and the user-specified Site Class, in units of g Type Value Description (Data Contd.) SDC E Seismic design category PGAM 0.96 PGAM, the Geometric-Mean Maximum Considered Earthquake (MCEG) peak ground acceleration for the user-specified Site Class, in units of g TS 0.718 TS = SD1/SDS, in seconds, for construction of the two-period design spectrum T0 0.144 T0 = 0.2 x TS, in seconds, for construction of the two-period design response spectrum TL 8 TL, the long-period transition period, in seconds, for construction of the two-period design response spectrum U.S. Seismic Design Maps https://www.seismicmaps.org/ 1 of 7 2/3/2026, 9:17 AM 12/13 13/13 Di m e n s i o n s g i v e n a r e c e n t e r t o c e n t e r o f r i v e t h o l e s 16 12" 16 12" 16 12" 16 12" 16 12" 16 12" 16 12" Gifts DRH DRH DRH DRL DRL DRL DRL DRL 12 0 " Dim e n s i o n s g i v e n a r e c e n t e r t o c e n t e r o f r i v e t h o l e s DRH 39 " 39 " 37 1 2" Hang/Fold DRH DRC DRC 12 0 " DRH DRL Di m e n s i o n s g i v e n a r e c e n t e r t o c e n t e r o f r i v e t h o l e s 16 12" 16 12" 16 12" 15 " 15 " 15 " DRL DRL DRL DRL DRH DRH 12 0 " 21 " Lockable Unit Screw on each side to secure particle board to DRH 30 " 31 21" DRL DRH Insert grommets in holes in desk top Manager's Desk 2nd set of DRLs between shelf levels Dim e n s i o n s g i v e n a r e c e n t e r t o c e n t e r o f r i v e t h o l e s DRL DRL DRL DRL DRL DRL 29 3 / 4 " fr o m f l o o r t o b o t t o m of b e a m Ap p r o x i m a t e s h e l f o p e n i n g s 29 21" 18 21" 18 21" 14 " 24" 12 0 " 19 21" 19 21" 15 " Fu l l He i g h t Fu l l He i g h t Dim e n s i o n s g i v e n a r e c e n t e r t o c e n t e r o f r i v e t ho l e s 18 " 16 1 2" 16 1 2" 16 1 2" DRH DRH DRH DRL DRL 72 " GIFTS