Loading...
HomeMy WebLinkAbout400 S Baldwin Ave - 2025 - LegoLEGO 2025 INITIATIVE ROOM IDENTIFICATION ROOM NUMBER TRANSITION DETAIL DETAIL NUMBER SHEET NUMBER DETAIL DETAIL NUMBER SHEET NUMBER ELEVATION ELEVATION NUMBER SHEET NUMBER SECTION SECTION NUMBER SHEET NUMBER REVISION NUMBER KEYED NOTE- - - - - - - - - A B C D 1 101 NORTH A.UPON COMPLETION OF THE WORK, CONTRACTOR IS TO OBTAIN A CERTIFICATE OF COMPLETION FROM THE LANDLORD AND A CERTIFICATE OF OCCUPANCY AND ALL NECESSARY APPROVALS FROM LOCAL BUILDING DEPARTMENTS OR OTHER AUTHORITIES HAVING JURISDICTION OVER THE PROJECT. BOTH CERTIFICATES SHALL BE SUBMITTED TO LANDLORD AND OWNER. B.THE GENERAL CONTRACTOR AND ALL SUBCONTRACTORS SHALL CONTAIN A GUARANTEE THAT THE WORK PERFORMED SHALL BE FREE OF ANY AND ALL DEFECTS IN WORKMANSHIP AND MATERIALS FOR A PERIOD OF TIME CUSTOMARY IN THE TRADE, BUT IN NO CASE LESS THAN (1) YEAR AFTER PROJECT COMPLETION. DEFECTIVE MATERIAL OR WORKMANSHIP WITHIN GUARANTEES TO BE WRITTEN TO THE BENEFIT OF THE LANDLORD AND OWNER SO THAT THEY CAN BE DIRECTED BY EITHER. ROOM100 PROJECT SITE PROJECT DIRECTORY OWNER LEGO BRAND RETAIL CONTACT: ADDRESS:555 TAYLOR ROAD ENFIELD, CT 06083 PHONE: EMAIL: ARCHITECT OF RECORD TENANT COORDINATOR ENGINEER OF RECORD OWNER REPRESENTATIVE NELCO ARCHITECTURE, INC. CONTACT:MIKE BREIG ADDRESS:201 EAST FOURTH STREET SUITE 1700 PHONE: MBREIG@NELSONWW.COMEMAIL: (513) 362 - 1368 CINCINNATI, OH 45202 THE SHOPS SANTA ANITA CONTACT: ADDRESS: PHONE: EMAIL: PLANIT CONSTRUCTION CONTACT:CHERYL ALEJANDRINO ADDRESS:2860 WEST STATE ROAD 84 SUITE 118 PHONE: CHERYLA@PLANITCONSTRUCTION.COMEMAIL: (514) 893 - 8026 FORT LAUDERDALE, FL 33312 TEXEIRA CONTRACTING, INC. CONTACT:BILL TEXEIRA ADDRESS:901 DOUGLAS AVENUE SUITE 200 PHONE: BTEXEIRA@TEXEIRAINC.COMEMAIL: (407) 718 - 7921 ALTAMONTE SPRINGS, FL 32714 400 SOUTH BALDWIN AVENUE ARCADIA, CA 91007 CONSTRUCTION@SHOPSATSANTAANITA.COM (626) 272 - 1211 THE SHOPS AT SANTA ANITA 400 S BALDWIN AVE UNIT D9 ARCADIA, CA 91007 SHANNON YSAAC PROJECT VENDORS KEYS & CORES AMPHION CONTACT:DAVID SOLIS PHONE: D.SOLIS@AMPHION.BIZEMAIL: (800) 520 - 2677 X 124 SHIPPING OFI'S PAAS / WFF CONTACT:ROB RONNING PHONE: RRONNING@PAASLLC.COMEMAIL: (860) 908 - 7515 SAFE AMPHION CONTACT:MATT ARCINAS PHONE: M.ARCINAS@AMPHION.BIZEMAIL: (800) 520 - 2677 X 1090 PEOPLE COUNTER TRAFSYS PEOPLE COUNTING SYSTEM CONTACT:PETE BLAKE PHONE: PBLAKE@TRAFSYS.COMEMAIL: (412) 428 - 0126 SIGNAGE TRIANGLE SIGN & SERVICE CONTACT:TORRI RILEY PHONE: TORRI.RILEY@TRIANGLESIGN.COMEMAIL: (443) 297 - 5044 SHELVING WAREHOUSE RACK & SHELF LLC CONTACT:GREG GARRISON PHONE: GREG@RACKANDSHELF.COMEMAIL: (636) 938 - 7100 GENERAL CONTRACTOR KELLY SOMERS KELLY.SOMERS@LEGO.COM (860) 763 - 6622 G-001 COVER SHEET PROJECT SCOPE ARCHITECTURAL THIS PROJECT IS AN INTERIOR TENANT IMPROVEMENT FIT-OUT OF AN EXISTING PREVIOUSLY OCCUPIED SPACE. ARCHITECTURAL WORK INCLUDES, BUT IS NOT LIMITED TO, CONSTRUCTION & DEMOLITION OF INTERIOR WALLS, REFINISHING & COSMETIC MODIFICATION TO STOREFRONT, INSTALLATION OF SALES FIXTURES, PERIMETER FIXTURES AND STOCK SHELVING, NEW FLOORCOVERING, LIGHTING AND CASHWRAPS. TYPICAL SCOPE IS FOR CEILINGS TO BE REMOVED (EXCEPT IN TOILET ROOM) AND TO REMAIN OPEN TO STRUCTURE - PAINTED OUT. ELECTRICAL ALL MAJOR ELECTRICAL EQUIPMENT IS PLANNED FOR REUSE. NEW RECEPTACLES AND DATA LINES ARE PLANNED THROUGHOUT. NEW LIGHTING, EMERGENCY LIGHTING AND POWER TO VARIOUS FIXTURES. MECHANICAL ALL MAJOR MECHANICAL EQUIPMENT AND DUCTWORK IS PLANNED FOR REUSE. MAIN TRUNKS ARE PLANNED FOR REUSE WITH NO BRANCH LINES WHERE POSSIBLE. SEE SHEET A-111 FOR PROJECT ALTERNATE. PLUMBING NEW PLUMBING FIXTURES AS SHOWN IN DRAWINGS WITH INTENT TO REUSE EXISTING SUPPLY AND SANITARY LINES WHERE POSSIBLE. DEFERRED SUBMITTALS, BY OTHERS -STOREFRONT SIGNAGE -SPRINKLER PLANS -FIRE ALARM PLANS -RACKING PLANS, AS REQUIRED STRUCTURAL NO STRUCTURAL SCOPE INCLUDED IN PROJECT. DRAWING INDEX LA N D L O R D R E V I E W S E T - DA T E GENERAL G-001 COVER SHEET G-002 RESPONSIBILITY SCHEDULE G-003 G-004 LIFE SAFETY PLAN TYPICAL U.L. DETAILS ARCHITECTURAL - DEMOLITION D-101 DEMOLITION FLOOR PLAN D-102 DEMOLITION REFLECTED CEILING PLAN D-103 DEMOLITION ELEVATIONS & DETAILS ARCHITECTURAL A-100 SITE VERIFICATION PLAN A-101 CONSTRUCTION PLAN A-102 ARCHITECTURAL POWER PLAN A-102.1 FLOOR PENETRATION PLAN A-111 REFLECTED CEILING PLAN A-121 FINISH PLAN A-131 FIXTURE PLAN A-201 INTERIOR ELEVATIONS A-301 STOREFRONT ENLARGED PLAN & ELEVATIONS A-401 ENLARGED TOILET ROOM PLAN & DETAILS A-501 TYPICAL PARITITION DETAILS A-502 MILLWORK DETAILS AT PERIMETER/TILLS A-601 DOOR DETAILS & SCHEDULE A-801 ARCHITECTURAL SPECIFICATIONS ELECTRICAL E-101 ELECTRICAL SPECIFICATIONS E-201 LIGHTING FLOOR PLAN E-501 ELECTRICAL DETAILS & SCHEDULES E-701 ENERGY COMPLIANCE MECHANICAL M-101 MECHANICAL SPECIFICATIONS M-201 MECHANICAL FLOOR PLAN M-501 MECHANICAL DETAILS & SCHEDULES PLUMBING P-101 PLUMBING SPECIFICATIONS P-201 PLUMBING FLOOR PLAN RE V IS S U A N C E D E S C R I P T I O N INDEX LEGEND DELETED FROM SET INCLUDED FOR INFORMATION ONLY (NO CHANGE) PART OF PREVIOUS ISSUANCE PART OF CURRENT ISSUANCE PROJECT & CODE DATA BUILDING APPLICABLE CODES & STANDARDS 2022 CALIFORNIA BUILDING CODE - MECHANICAL 2022 PLUMBING ELECTRICAL 2022 ACCESSIBILITY 2024 OCCUPANCY INFORMATION (PER INTERNATIONAL BUILDING CODE) OCCUPANCY GROUP:M - MERCANTILE CALIFORNIA MECHANICAL CODE - CALIFORNIA ELECTRICAL CODE - CALIFORNIA BUILDING CODE, TITLE 24 - CONSTRUCTION TYPE:IIA EXIT REQUIREMENTS:NO. OF EXITS REQUIRED: NO. OF EXITS PROVIDED: (1) EXIT (2) EXITS PLUMBING OCCUPANT LOAD:41 OCCUPANTS (1 / 500) MOP SINK:NO. OF MOP SINKS REQUIRED: NO. OF MOP SINKS PROVIDED: (1) MOP SINKS (1) MOP SINKS DRINKING FOUNTAIN:NO. OF DR. FOUNTAINS REQUIRED: NO. OF DR. FOUNTAINS PROVIDED: (1) DRINKING FOUNTAIN (2) DRINKING FOUNTAINS TOILET FACILITIES REQUIREMENT:SINGLE-USER EMPLOYEE/CUSTOMER FACILITY REQUIRED PLUMBING DATA & CALCULATIONS SPRINKLER SYSTEM:NEW (MODIFIED FROM EXISTING) SMOKE SPREAD & INDEX:EXIT PASSAGEWAYS: FIRE & SPRINKLER INFORMATION CLASS A (FLAME SPREAD INDEX 0-25 / SMOKE DEVELOPED INDEX 0-450) CORRIDORS:CLASS B (FLAME SPREAD INDEX 26-75 / SMOKE DEVELOPED INDEX 0-450) ROOMS & ENCLOSED SPACES:CLASS C (FLAME SPREAD INDEX 76-200 / SMOKE DEVELOPED INDEX 0-450) OCCUPANCY TYPE SALES FLOOR STOCK / B.O.H. SPACE TOTALS FOR STORE SQUARE FOOTAGE (SF) SF SF SF 2,258 769 3,090 MAXIMUM OCCUPANT LOAD PER SF 60 300 - TOTAL OCCUPANTS OCCUPANTS38 OCCUPANTS3 OCCUPANTS41 CONSTRUCTION TYPE EGRESS CAPACITY & EXIT INFORMATION ARRANGEMENT OF EXITS: WHERE (2) EXITS, EXIT ACCESS DOORWAYS ARE REQUIRED FROM ANY PORTION OF THE EXIT ACCESS, THEY SHALL BE PLACED A DISTANCE APART EQUAL TO NOT LESS THAN ONE-HALF OF THE LENGTH OF MAXIMUM OVERALL DIAGONAL DIMENSION OF THE AREA SERVED MEASURED IN A STRAIGHT LINE BETWEEN THEM. EXCEPTION #2: WHERE A BUILDING/AREA IS EQUIPPED THROUGHOUT W. AN AUTOMATIC SPRINKLER SYSTEM, THE SEPARATION DISTANCE SHALL BE NOT LESS THAN ONE-THIRD OF THE LENGTH OF THE MAXIMUM OVERALL DIAGONAL DIMENSION OF THE AREA SERVED. MINIMUM CORRIDOR WIDTH:44" CLEAR (TYPICAL) ADDITIONAL LIFE SAFETY CONSIDERATIONS 36" CLEAR (IF OCCUPANT LOAD UNDER 50 OCCUPANTS) MIN. WIDTH FOR MECH. ACCESS:24" CLEAR CORRIDOR MAXIMUM LENGTH:20' TO AVOID DEAD-END CONDITION EXCEPTION: 50' MAX. AT GROUP M IF AUTOMATIC SPRINKLER SYSTEM PRESENT. CLEAR WIDTH OF DOOR LEAF:32" MINIMUM 48" MAXIMUM A.EMERGENCY LIGHTING SHALL COMPLY WITH THE LOCAL GOVERNING CODES. B.THE MEANS OF EGRESS ILLUMINATION SHALL NOT BE LESS THAN (1) FOOT-CANDLE AT THE WALKING SURFACE LEVEL. CONTRACTOR TO VERIFY EXISTING CONDITIONS. C.IN THE EVENT OF POWER SUPPLY FAILURE, AN EMERGENCY ELECTRICAL SYSTEM SHALL AUTOMATICALLY ILLUMINATE ALL AREAS PER CODE. A.PROVIDE A FIRE EXTINGUISHER (MIN. 2A-10BC) WITHIN A RECESSED OR SEMI-RECESSED CABINET W/IN 75 FT TRAVEL DISTANCE FROM ALL POINTS IN THE OCCUPANCY. B.EXTINGUISHERS SHALL BE MOUNTED ON A HOOK IN THE CABINET (ELEVATED OFF CAB. FLOOR); TOP OF EXTINGUISHER SHALL BE NO HIGHER THAN 48" ABOVE THE FLOOR. C.EXTINGUISHER SHALL BE PLACED IN A EASILY ACCESSIBLE LOCATIONS WHERE THEY WILL BE READILY ACCESSIBLE AND IMMEDIATELY AVAILABLE FOR USE. A.SIGNS SHALL BE POSTED ON THE WALL THROUGHOUT THE EXIT PASSAGEWAY MOUNTED AT APPROX. 60" A.F.F. HAVING MINIMUM 4" BLOCK LETTERING WITH CONTRASTING BACK STATING: "NO STORAGE IN THIS EXIT PATH AT ANY TIME, BY ORDER OF THE FIRE MARSHAL". B.ALL SIGNAGE SHALL BE KEPT FULLY FUNCTIONAL THROUGHOUT ALL PHASES OF CONSTRUCTION. ADDITIONAL SIGNAGE AND LIGHTING TO BE PROVIDED AS REQUIRED TO MAINTAIN VISIBILITY THROUGHOUT CONSTRUCTION. A.EXIT SIGNS SHALL BE READILY VISIBLE FROM ANY DIRECTION OF EGRESS TRAVEL. B.EXIT SIGNS SHALL COMPLY W/ LOCAL GOVERNING CODE & BE ILLUMINATED ALWAYS. A.ALL EXIT DOORS SHALL BE OPENABLE FROM THE INSIDE W/O KEY, SPECIAL KNOWLEDGE, OR EFFORT B.THE UNLATCHING OF ANY EXIT DOOR SHALL NOT REQUIRE MORE THAN ONE OPERATION. C.THE LOCKING DEVICE FOR THE MAIN EXTERIOR EXIT DOOR(S) SHALL BE READILY DISTINGUISHABLE AS LOCKED. D.DOOR SHALL ALSO HAVE A VISIBLE DURABLE SIGN STATING: "THIS DOOR TO REMAIN UNLOCKED WHEN BUILDING IS OCCUPIED." FIRE DEPT. NOTES FIRE EXTINGUISHERS EXIT PASSAGEWAY & CORRIDOR SIGNAGE EMERGENCY LIGHTING DOOR OPERATION & LOCKS/LATCHES ABBREVIATIONS - REINFORCED - REFRIGERATOR - PROJECTED - RADIUS - PREFINISHED - PAINTED - ROOF DRAIN - POLISHED - PLASTIC LAMINATE - PLUMBING/PLUMBER - OUTSIDE DIAMETER - OPPOSITE - PRE-CAST - OVERHEAD - PLYWOOD - MISCELLANEOUS - NOT TO SCALE - NOT IN CONTRACT - MOISTURE RESISTANT - MASONRY OPENING - NUMBER - OVERALL - ON CENTER - MANUFACTURER - MICROWAVE - MAXIMUM - MECHANICAL - MANHOLE - MINIMUM EXP EXT FE FIN FLR FD GC FR GALV. GA. FURR EXIST. UNIT - CONTROL JOINT - COUNTER - COURSE - CERAMIC TILE - COLUMN - CONCRETE - CONSTRUCTION CNTR CONTR. CRS CT CONC. CONSTR. CONT. COL - CONTRACTOR - CONTINUOUS - CLEAR - CEILING - CENTER LINE - CEMENT CLG CLR CJ CL CEM - JOIST - JOIST BEARING - JANITOR - INVERT - INSULATION/INSULATING - INFORMATION - INTERIOR - LIGHT - LONG - LONG LEG VERTICAL - MASONRY - LOW POINT - LONG LEG HORIZONTAL - LAVATORY - JOINT - INSIDE DIAMETER - GALVANIZED - FIRE RATED - FURRING - GENERAL CONTRACTOR - GAUGE - FLOOR DRAIN - EXPANSION - EXTERIOR - FIRE EXTINGUISHER - EXISTING - FINISH - FLOOR LLV MAS LT L.P. LAV LLH LG JST BRG JAN. JST INV INFO INSUL INT I.D. REINF. REF RAD RD PROJ PTD PRE. FIN. R POL PLAM PLYWD PLUMB. OPP PC PL OH DO DS CTR DET DIA DF DIM DWG EIFS ELEV ELEC/AL CPT - APPROXIMATE/LY - ARCHITECT/ - ABOVE FINISHED FLOOR - BEAM - CATCH BASIN - BOTTOM OF - BOTTOM - CABINET - BULLNOSE - BENT PLATE - BENCH MARK C.B. B.O. BTM CAB BP BN BM B.M. - BUILDING - BLOCK - ALTERNATE - ALUMINUM - ACOUSTIC TILE BLDG BLK APPROX. ARCH. ALT A.F.F. ALUM ACT EJ - GYPSUM BOARD - HOSE BIBB - HANDI-CAP - GRAVEL STOP - GLASS/GLAZING - HOUR - HEATING - HIGH POINT - HOLLOW METAL - HARDWOOD - HORIZONTAL - HARDWARE - GENERAL - EXTERIOR INSULATION - ELECTRIC/AL - ELEVATION - DRAWING - EXPANSION JOINT - DOWNSPOUT - DIAMETER - DIMENSION - CENTER - DOOR OPENING - DRINKING FOUNTAIN - CARPET - DETAIL H.P. HR HTG HM HDW HDWD HORIZ GYP. BD. HC G.S. H.B. GEN. GL OD NTS OA OC MTL NO. N.I.C. MR - METAL MISC. MO MIC MIN. MECH. MFR MH MAX - TO BE DETERMINED - TYPICAL - THRESHOLD - TOP OF TYP. THRESH. T.B.D. TO. - ROOF TOP UNIT - ROOF OVERFLOW DRAIN - ROUGH OPENING - SPECIFICATION(S) - STAINLESS STEEL - STRUCTURE/AL - SLOP/SERVICE SINK - STEEL - SUITE - STANDARD - SUSPENDED - SQUARE ST SUSP STL STD STRUCT. SQ S. STL. SPEC - SHEET - ROOM - SIMILAR - REQUIRED SHT. SIM RTU S/S RM RO R.O.D. REQ - ELECTRICAL - MIRROR M E.C. - HYDRANTHYD - WELDED WIRE FABRIC - WEIGHT WWF WT - VINYL COMPOSITION - VERIFY IN FIELD (VIF) OTHERWISE - WOOD - WATER CLOSETWC WD V.I.F. - VERTICALVERT VCT STE. JT MIR. EX - EXISTING ARCHITECTURAL - CONCRETE MASONRYCMU CONTRACTOR & FINISH SYSTEM - UNLESS NOTEDUNO TILE TYPICAL SYMBOL LEGEND ELEVATION ELEVATION NUMBER SHEET NUMBER KEY PLANVICINITY MAP THE SHOPS AT SANTA ANITA NORTH LEGO STORE LOCATION UNIT D9 OWNER NOTES TRANSPORTATION & HANDLING A.THE CONTRACTOR SHALL BE RESPONSIBLE FOR RECEIPT, UNLOADING, STORAGE AND SUBSEQUENT PROTECTION OF ALL ITEMS FURNISHED BY TENANT DURING CONSTRUCTION THAT ARE TO BE INSTALLED BY CONTRACTOR. ITEMS PROVIDED BY OWNER SHALL BE LISTED IN THESE DRAWINGS "PROVIDED BY OWNER". OWNER MATERIAL ARRIVING AT THE PROJECT SITE AT ANY STANDARD WORKING HOURS SHALL BE ACCEPTED BY THE CONTRACTOR. FAILURE TO DO SO MAY RESULT IN A BACK-CHARGE TO THE CONTRACTOR FOR STORAGE AND ADDITIONAL DELIVERY CHARGES. IF THE CONTRACTOR WISHES TO REVISE THE OWNER'S DELIVERY SCHEDULE, THEY MAY REASONABLY DO SO AT THE TIME THE CONTRACT IS AWARDED; HOWEVER, THIS IS PROVIDING THAT THE MATERIALS ARE NOT YET MADE OR SHIPPED. ALL MATERIALS SHALL BE IMMEDIATELY INVENTORIED FOR QUANTITIES PRIOR TO SIGNING AND SHIPPING RECEIPT. B.THE CONTRACTOR SHALL PERFORM MATERIAL TAKE OFFS OF ALL MATERIALS, INCLUDING OWNER FURNISHED MATERIALS. IF CONTRACTOR IS IN DISAGREEMENT WITH MATERIAL QUANTITIES THAT THE OWNER HAS FURNISHED, THEY SHOULD CONTACT THE OWNER IMMEDIATELY UPON RECEIPT OF MATERIALS. C.TGC TO COORDINATE ALL WORK IN ADVANCE/WITH MALL OPERATIONS AND PER LOCAL MALL GUIDELINGES FOR TENANT CONSTRUCTION. PROJECT CLOSE-OUT A.THE GENERAL CONTRACTOR SHALL PROVIDE AN ACCURATE RECORD OF "AS-BUILT" CONDITIONS TO RECORD ANY VARIATION FROM WORKING, ENGINEERING, OF SHOP DRAWINGS AND TO INDICATE THE ACTUAL "CONSTRUCTED" CONDITIONS WITH PARTICULAR REFERENCE TO WORK WHICH WILL BE SUBSEQUENTLY CONCEALED. B.UPON COMPLETION OF THE WORK THE GENERAL CONTRACTOR SHALL LEAVE (1) SET OF DRAWINGS ON SITE IN A PVC TUBE AND DELIVER TO THE OWNER AND THE LANDLORD (5) HARD-COPIES AND (1) DIGITAL COPY IN PDF FORMAT OF MARKED-UP DRAWINGS REFLECTING SUCH VARIATIONS. THESE DRAWINGS ARE IN ADDITION TO ANY "AS-BUILT" OR "RECORD" DRAWINGS THAT MAY BE REQUIRED OF CONTRACTORS UNDER VARIOUS TRADE SECTIONS. AS-BUILT RECORDS A.THE COMPLETE PROJECT SHALL BE PROFESSIONALLY CLEANED PRIOR TO ACCEPTANCE DATE. THE CLEANING SHALL BE COMPLETED BY AND INDEPENDENT SUBCONTRACTOR SPECIALIZING IN SUCH WORK. THE CLEANING SHALL COMPLY WITH MANUFACTURER'S REQUIREMENTS FOR ALL MATERIALS USED. FINAL CLEANING BY THE SUPERINTENDENT OR OTHER TRADES IS NOT ACCEPTABLE. FINAL CLEANINGS SHALL INCLUDE ALL AREAS INCLUDING PUNCH LIST WORK. B.THE GENERAL CONTRACTOR SHALL PROVIDE A TRASH CONTAINER FOR USE BY ALL TRADES FOR REMOVAL OF CONSTRUCTION DEBRIS FROM CONSTRUCTION START UNTIL FIVE DAYS AFTER STORE IS OPEN. LOCATION OF CONSTRUCTION TRASH CONTAINERS MUST BE COORDINATED WITH THE LANDLORD. C.THE GENERAL CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ALL TRASH REMOVAL FROM THE PREMISES AT THE END OF EACH WORKING DAY. D.EXECUTE FINAL CLEANING PRIOR TO FINAL PROJECT ASSESSMENT. E.CLEAN EQUIPMENT AND FIXTURES TO A SANITARY CONDITION WITH CLEANING MATERIALS APPROPRIATE TO THE SURFACE AND MATERIAL BEING CLEANED. F.REPLACE FILTERS OF OPERATING EQUIPMENT. FINAL CLEANING A.THE GENERAL CONTRACTOR SHALL DELIVER TO THE OWNER , BEFORE FINAL PAYMENET IS MADE TO GENERAL CONTRACTOR, A WRITTEN WARRANTY FROM THE GENERAL CONTRACTOR IN THE FORM PROVIDED BY OR ACCETABLE TO THE OWNER THAT ALL LABOR AND MATERIALS FURNISHED AND WORK PERFORMED BY THE GENERAL CONTRACTOR ARE IN ACCORDANCE WITH THE REQUIREMENTS OF THE PLANS AND SPECIFICATIONS. FURTHER, SHOULD ANDY DEFECT DEVELOP DURING WARRANTY PERIOD, AS HEREIN AFTER DEFINED, DUE TO IMPROPER MATERIALS, WORKMANSHIP OR ARRANGEMENTS, THE SAME SHALL, UPON WRITTEN NOTICE, BE MADE GOOD BY THE GENERAL CONTRACTOR WITHOUT EXPENSE TO THE OWNER AND THAT ANY OTHER WORK AFFECTED IN CORRECTING SUCH DEFECTS SHALL ALSO BE MADE GOOD. B.THE WARRANTY PERIOD SHALL BE FOR (1) YEAR FROM THE DATE OF STORE OPENING OR DATE OF FINAL ACCEPTACE FROM THE TENANT WHICHEVER IS LATER, UNLESS A DIFFERENT PERIOD OF TIME IS EXPRESSLY STATED UNDER ANY TRADE SECTION OF THE SPECIFICATIONS. C.THE GENERAL CONTRACTOR'S WARRANTY SHALL COVER ALL WORK UNDER CONTRACT, WHETHER OR NOT ANY PORTION OF TRADE HAS A SUBLET. IN THE EVENT ANY PORTION OF THE WORK IS PERFORMED BY CONTRACTOR NOT UNDER CONTRACT, THE GENERAL CONTRACTOR SHALL OBTAIN FROM SUCH CONTRACTORS THEIR WRITTEN WARRANTY, IN THE FORM PROVIDED BY OR ACCEPTABLE TO THE OWNER, COVERING THEIR RESPECTIVE PORTIONS OF THE WORK FOR THE PERIODS SPECIFIED, AND THE GENERAL CONTRACTOR SHALL THEN DELIVER THESE TO THE OWNER TOGETHER WITH THE GENERAL CONTRACTOR'S WARRANTY. THE GENERAL CONTRACTOR'S AND SUBCONTRACTOR'S WARRANTIES SHALL BE ENFORCEABLE DIRECTLY BY THE OWNER. PROJECT CLOSE-OUT GENERAL NOTES PROJECT GENERAL NOTES A.INSTRUCTIONS TO THE CONTRACTOR: THE GENERAL CONTRACTOR IS HEREBY NOTIFIED OF THE LOCAL GOVERNING JURISDICTION'S REQUIREMENTS OF FILING APPROPRIATE LICENSE AND INSURANCE INFORMATION (DOCUMENTS) WITH THE CITY PRIOR TO THE ISSUANCE OF PERMIT. B.CONTRACTOR SHALL GIVE NOTICES AND COMPLY WITH ALL LAWS, ORDINANCES, CODES, RULES AND REGULATIONS BEARING ON THE CONDUCT OF THE WORK. IF CONTRACTOR OBSERVES THAT ANY PORTION OF THE CONTRACT DOCUMENTS ARE AT VARIANCE THEREWITH, THE CONTRACTOR SHALL PROMPTLY NOTIFY THE DESIGNER AND ARCHITECT IN WRITING &ALL NECESSARY CHANGES SHALL BE MADE IN ACCORDANCE W. THE GENERAL CONDITIONS. C.CONTRACTOR SHALL PROVIDE ALL NECESSARY TEMPORARY BARRIERS, LIGHTING, COVERING AND FIRE PREVENTION NECESSARY FOR THE SAFETY OF ALL PERSONNEL AND THE PROPERTY THROUGHOUT THE ENTIRE PERIOD OF THE CONSTRUCTION CONTRACT. D.CONTRACTOR SHALL BE RESPONSIBLE FOR THE SAFETY AND SECURITY IN THE AREAS OF WORK. E.CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVAL AND LEGAL DISPOSAL OF ALL TRASH AND DEBRIS DAILY. CONTRACTOR SHALL PROVIDE DUMPSTERS TO INSURE PROPER CLEAN-UP OF ALL BUILDING MATERIALS. COORDINATE LOCATION WITH THE STORE MANAGER, STORE OPERATIONS AND/OR OWNER REPRESENTATIVE. F.CONTRACTOR SHALL MAINTAIN ACCESS TO EXITS AND EXIT STAIRS AT ALL TIMES DURING PARTIAL OCCUPANCY. CONTRACTOR SHALL COMPLY WITH ALL CODES FOR SEPARATION OF CONSTRUCTION AND OCCUPIED AREAS. G.THE USE OF AN TYPE OF EXPLOSIVE IN PERFORMANCE OF WORK WILL NOT BE PERMITTED WITHOUT WRITTEN CONSENT OF THE OWNER. H.THE GENERAL CONTRACTOR SHALL MAINTAIN THE WORK AREA IN A CLEAN AND ORDERLY CONDITION. THE AFFECTED AREAS SHALL BE SWEPT AND/OR VACUUMED CLEAN DAILY. I.SMOKING SHALL NOT BE PERMITTED IN THE BUILDING. J.BURNING OF MATERIALS OR RUBISH SHALL NOT BE PERMITTED ANYWHERE ON PROJECT SITE. A.ALL CONTRACTORS SHALL READ AND BE RESPONSIBLE FOR ALL NOTES THROUGHOUT THE DOCUMENT SET - REGARDLESS OF WHERE THE INFORMATION IS LOCATED. CONTRACTOR IS RESPONSIBLE TO FIELD VERIFY AND MATCH ANY FINISHES NOTED AS "MATCH EXISTING" ON PLANS. ARCHITECT WILL NOT PROVIDE SPECIFICATIONS TO MATCH EXISTING FINISHES. B.ALL CONTRACTORS SHALL CONDUCT SITE VISITS PRIOR TO SUBMITTING BIDS FOR WORK. C.CONTRACTOR SHALL ENSURE ALL WORK, MATERIALS & METHODS ARE IN COMPLIANCE WITH THE CODES, ORDINANCES AND REGULATIONS OF ALL GOVERNMENTAL AGENCIES HAVING JURISDICTION AT THE PROJECT LOCATION. D.ALL DIMENSIONS ARE TO FINISH FACE OF CONSTRUCTION UNLESS OTHERWISE NOTED. ALL DIMENSIONS OF EXISTING ITEMS ARE ± AND MUST BE FIELD VERIFIED. CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN FIELD AND NOTIFY ARCHITECT OF ANY DISCREPANCIES. FIELD CONSTRUCTION MUST BE HELD TO THE MINIMUM OR MAXIMUM FINISHED DIMENSIONS INDICATED ON THE PROJECT DRAWINGS. E.THE COMPLETE SET OF APPROVED DRAWINGS FROM THE GOVERNING JURISDICTION AND LANDLORD SHALL BE KEPT ON-SITE FOR USE BY BOTH CONTRACTOR AND INSPECTORS. F.ALL CONTRACTORS MUST HAVE CURRENT LICENSES PRIOR TO ISSUANCE OF A BUILDING PERMIT. G.ALL CONTRACTORS MUST SUBMIT A VALID CERTIFICATE OF WORKER'S COMPENSATION INSURANCE PRIOR TO THE ISSUANCE OF A BUILDING PERMIT. H.ALL PERMITS TO COMPLETE WORK SHALL BE BY THE GENERAL CONTRACTOR INCLUDING BUT NOT LIMITED TO: TRADE PERMITS, STREET CLOSURE PERMITS, NIGHT WORK PERMITS, WEEKEND WORK PERMITS, AND DELIVERY PERMITS. I.CONTRACTOR SHALL ONLY USE SKILLED WORKERS WHO ARE THOROUGHLY TRAINED AND EXPERIENCED IN THE NECESSARY CRAFTS AND WHO ARE COMPLETELY FAMILIAR WITH THE SPECIFIED REQUIREMENTS AND THE METHODS NEEDED FOR PROPER PERFORMANCE OF THE WORK. J.CONTRACTOR SHALL REVIEW ALL DRAWINGS AND SPECIFICATIONS IN THEIR ENTIRETY PRIOR TO BEGINNING ANY WORK. CONTRACTOR SHALL NOTIFY THE ARCHITECT OF ANY DISCREPANCIES PRIOR TO TO BEGINNING ANY WORK. ALL TRADES SHALL REVIEW ALL DRAWINGS FOR WORK AFFECTING THEIR TRADE. THE WORK ON THIS PROJECT MAY BE DONE IN PHASES, DETERMINED BY OWNER REPRESENTATIVE - CONTRACTOR SHALL CONFIRM IF PHASING IS TO BE USED PRIOR TO CONSTRUCTION START. ALL COMPLETION DATES IN SCHEDULE SHALL BE STRICTLY ADHERED TO. OVERTIME AND COORDINATION BETWEEN TRADES TO MEET SCHEDULED DATES MUST BE INCLUDED IN THE CONTRACTOR'S PROPOSAL. K.CONTRACTOR SHALL COORDINATE ALL UTILITY OUTAGES & MECHANICAL SHUTDOWNS WHICH WILL AFFECT OTHER CONTRACTORS ON SITE WITH OWNER REPRESENTATIVE, STORE OPERATIONS MANAGER AND/OR THE DEVELOPER. A MIN. OF 48-HOURS WRITTEN NOTICE SHALL BE PROVIDED TO ALL PARTIES. HEALTH & SAFETY A.THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING ALL DIMENSIONS & EXISTING CONDITIONS PRIOR TO COMMENCING WORK & REPORT ANY DISCREPANCIES OR POTENTIAL PROBLEMS TO THE ARCHITECT PRIOR TO PROCEEDING WITH AFFECTED WORK. B."TYPICAL" REPRESENTS THE SAME OR SIMILAR CONDITIONS THROUGHOUT, U.N.O. C.IN NO CASE SHALL WORKING DIMENSIONS BE SCALED FROM PLANS OR DETAILS. D.ALL VERTICAL DIMENSIONS AND HEIGHTS SHALL BE MEASURED FROM FINISHED FLOOR. E.IN CASE OF CONFLICTS W/IN CONTRACT DOCUMENTS, THE MOST RESTRICTIVE REQUIREMENTS SHALL GOVERN, UNLESS CONTRACTOR IS SPECIFICALLY DIRECTED OTHERWISE BY ARCHITECT IN WRITING. DRAWINGS ARE DIAGRAMMATIC & INDICATE ONLY THE GENERAL ARRANGEMENT OF MANY SYSTEMS. ALL EXISTING SERVICES ARE NOT SHOWN ON THE DRAWINGS. PROVIDE ALL ITEMS REQUIRED AT NO ADDITIONAL COST TO THE OWNER TO ACCOMMODATE NEW WORK. F.ALL STUDS AND GYPSUM BOARD ARE TO BE INSTALLED PER LOCAL GOVERNING JURISDICTION'S REQUIREMENTS. DEFLECTION IS NOT TO EXCEED L/240 OF THE SPAN WITH 5 PSF LOADING. G.UNLESS OTHERWISE INDICATED IN THE CONSTRUCTION DOCUMENTS AS BEING NOT IN CONTRACT (N.I.C.) OR EXISTING, ALL OTHER ITEMS, MATERIALS & INSTALLATION ARE PART OF THE CONTRACT, AS DEFINED IN THE CONSTRUCTION DOCUMENTS. THE CONTRACTOR SHALL PROVIDE & INSTALL ALL ACCESSORIES, COMPONENTS AND ASSEMBLIES REQUIRED FOR THE WORK DEPICTED OR SPECIFIED. H.ALL FLOOR SURFACES TO BE SLIP RESISTANT PER ADAAG. I.ANY DAMAGE DONE TO EXISTING FIREPROOFING WILL BE REPAIRED WITH COMPATIBLE MATERIAL HAVING THE SAME FIRE RESISTANCE RATING AS REQUIRED BY LOCAL CODES. J.ALL PENETRATIONS OF FIRE RESISTIVE CONSTRUCTION SHALL BE FIRE SEALED AND PROTECTED WITH APPROVED FIRE ASSEMBLIES MATCHING THE FIRE RATING FOR THE PARTITION. K.CONTRACTOR SHALL PROTECT EXISTING CONSTRUCTION & IMMEDIATELY REPAIR OR REPLACE ANY DAMAGE AT NO ADDT'L COST TO THE OWNER. DUST CONTROL IS INTEGRAL TO THIS WORK. L.METAL SUSPENSION SYSTEMS FOR ACOUSTICAL TILE AND FOR LAY-IN PANEL CEILINGS SHALL BE INSTALLED IN ACCORDANCE WITH LOCAL CODES SEISMIC REQUIREMENTS. M.GENERAL CONTRACTOR SHALL NOTIFY ALL APPLICABLE LOCAL GOVERNING AUTHORITIES & UTILITIES PRIOR TO COVERING UP ANY WORK REQUIRING INSPECTION. ARCHITECT BEARS NO RESPONSIBILITY TO SCHEDULE OR COORDINATE INSPECTIONS. N.THE MAJORITY OF NEW WORK IS SHOWN ON THE DISCIPLINE DRAWINGS HOWEVER, SOME WORK MAY BE REQUIRED OUTSIDE THE CONTRACT AREA TO ACCOMMODATE NEW WORK. THE CONTRACTOR IS INSTRUCTED TO REVIEW ALL DRAWINGS, SPECIFICATIONS & SITE TO FULLY REALIZE THE ENTIRE NEW WORK SCOPE PRIOR TO BIDDING, AS NO ADDITIONAL PAYMENTS WILL BE MADE REGARDING THIS TYPE OF WORK. O.OTHER THAN EQUIPMENT ROOMS AND ELECTRICAL ROOMS ALL ELECTRICAL CONDUIT SHALL BE CONCEALED WITHIN WALLS, CEILINGS, FIXTURES OR STRUCTURAL MEMBERS. P.ALL ELECTRICAL, PLUMBING & MECHANICAL ITEMS TO BE RUN IN THE CEILING AREAS SHALL BE PLACED AS HIGH & TIGHT TO THE STRUCTURAL FRAMING AS POSSIBLE. NO CONDUITS OR PIPING SHALL BE LEFT EXPOSED U.N.O. Q.CONTRACTOR SHALL NOTIFY OWNER OF ANY CONCEALED CONSTRUCTION WHICH WOULD MODIFY THE SCOPE OF WORK. WRITTEN AUTHORIZATION MUST BE OBTAINED BEFORE PROCEEDING. R.PROVIDE INCOMBUSTIBLE BACKING AND STIFFENERS THAT IS REQUIRED FOR HARDWARE, PARTITIONS, ACCESSORIES, FIXTURES, AND GRAB BARS. S.ALL NEW AND ALTERED DOORS SHALL BE PROVIDED WITH LEVER TYPE HARDWARE. PROVIDE PANIC BARS IN PLACE OF LEVERS WHERE INDICATED. T.INTERIOR WALL AND CEILING FINISHES SHALL NOT EXCEED AN END FLAME SPREAD RATING OF: 75 FOR EXIT CORRIDORS, 200 IN OTHER AREAS. DECORATIONS USED SHALL BE NONCOMBUSTIBLE, OR FLAME PROOFED IN AN APPROVED MANNER. SMOKE DENSITY SHALL NOT EXCEED 450 FOR WALL AND CEILING FINISHES. U.COMBUSTIBLE FITTING ROOM PARTITIONS MAY NOT EXCEED 75% OF THE HEIGHT OF THE ROOM. V.ASBESTOS REPORT AVAILABLE FROM OWNER UPON REQUEST. W.PROVIDE VERTICAL SMOKE/FIRE DAMPERS AND BOX ANY RECESSED LIGHT FIXTURES WITH 1 HR. ENCLOSURES AT ANY RATED CORRIDOR CAPS. X.THE TOPS OF ALL NEW COUNTERS OR WRITING LEDGES SHALL BE BETWEEN 28"-34" ABOVE THE FINISH FLOOR. (KNEE SPACE, WHERE APPLICABLE, SHALL BE 27" HIGH X 30" WIDE X 11" DEEP MIN.) Y.CIRCULATION AISLES & PEDESTRIAN WAYS SHALL IN NO CASE BE LESS THAN 36" CLEAR WIDTH OR AS MUCH WIDER AS REQUIRED BY OCCUPANT LOAD. Z.ANY EXISTING DRAFT STOP AND SPRINKLER CURTAIN AT AN ESCALATOR WELL SHALL REMAIN INTACT, UNLESS SPECIFICALLY DETAILED OTHERWISE. AA.IF THIS BUILDING WAS CONSTRUCTED WITH PRE-STRESSED, PRE-CAST CONCRETE MEMBERS NO DRILLING, TRENCHING, OR LONG SHOT PINS SHALL BE USED W/O AN X-RAY EXAMINATION TO LOCATE TENDONS. AB.ALL EXISTING PERIMETER HARDWARE AND LOOSE FIXTURES MUST BE REMOVED FROM THE BACKSTAGE AREA PRIOR TO WORK COMMENCING. ANY FOUND HARDWARE TO BE SALVAGED AND TURNED OVER TO BE RELOCATED OR STORED PER OWNER REPRESENTATIVES DIRECTION. BUILDING DOCUMENTATION A.THE MOUNTING HEIGHTS OF ALL HARDWARE SHALL COMPLY W/ NBHA "RECOMMENDED LOCATIONS FOR BUILDERS HARDWARE" AND/OR THE LATEST REQUIREMENTS OF THE LOCAL ACCESSIBILITY CODE, WHICHEVER APPLICATION IS MORE STRINGENT FOR ITS USE. THE DOOR HARDWARE MOUNTING HEIGHT SHALL BE 34" MIN - 44" MAX. PER CBC. B.ALL DOORS SHALL OPEN WITH A MAXIMUM EFFORT AS FOLLOWS: 1.EXTERIOR DOORS: 8.5 POUNDS (FOR EXTERIOR REMODEL) 2.INTERIOR DOORS: 5.0 POUNDS C.SPEED OF ALL PASSAGE DOOR CLOSERS REQUIRE A MINIMUM OF (3) SECONDS TO MOVE FROM A 70 DEGREE OPEN POSITION TO A POSITION 3" FROM THE LATCH. D.ALL DOOR HANDLES MUST BE EASILY OPERABLE WITHOUT TIGHT GRASPING, PINCHING OR TWISTING OF THE WRIST. THE CLOSED FIST RULE SHOULD BE USED TO DETERMINE EFFECTIVE DOOR OPERATING HARDWARE. E.DOOR THRESHOLDS MUST BE NO HIGHER THAN 1/4" (1/2" PERMITTED IF BEVELED 1:2). F.EXIT DOORS SHALL PROVIDE PASSAGE WITHOUT REQUIRING THE ABILITY TO GRASP THE OPENING HARDWARE. G.ALL FLOOR SURFACES TO BE SLIP RESISTANT PER ADA. ACCESSIBILITY EXIT SIGNAGE LANDLORD REQUIRED NOTES E-301 POWER FLOOR PLAN 2022 CALIFORNIA PLUMBING CODE -BI D & P E R M I T S E T MARQUE ENGINEERING CONTACT:TJ GILKEY ADDRESS:2230 PARK AVE., SUITE 100 PHONE: TJGILKEY@MARQUEENG.COMEMAIL: (513) 901-0040 x0122 CINCINNATI, OH 45206 - M-701 ENERGY COMPLIANCE P-501 PLUMBING DETAILS & SCHEDULES G-001.4 STOREFRONT RENDER & MATERIAL BOARD 12 / 1 6 / 2 0 2 4 RESTROOM SF63 -OCCUPANTS0 12 / 1 6 / 2 0 2 4 FIRE 2022 CALIFORNIA FIRE CODE - ENERGY 2022 CALIFORNIA ENERGY CODE - GAS REV. A B C D E F G H J K L M N P 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 181716151413121110987654321 SHEET TITLE DATE DESCRIPTION THE SHOPS AT SANTA ANITA SHEET NO. 400 S BALDWIN AVE UNIT D9 ARCADIA, CA 91007 LEGO Nelco Architecture, Inc. 201 EAST 4TH STREET SUITE 17 CINCINNATI, OH 45202 513.241.3000 WWW.NELSONWORLDWIDE.COM NELSON PROJECT NUMBER: 24.0002536.000 AUTHORIZED FOR: LANDLORD REVIEW SET- BID & PERMIT SET-12 / 16 / 2024 12 / 16 / 2024 PERMIT SUBMITTAL BLDG DEPT RESPONSE102 / 28 / 2025 BLDG DEPT RESPONSE204 / 25 / 2025 2024 CALIFORNIA CODE OF REGULATIONS, TITLE 24 - REV. 02: BUILDING DEPARTMENT RESPONSE 04 / 25 / 2025 A-202 INTERIOR ELEVATIONS A-310 STOREFRONT SECTIONS & DETAILS G-001.2 G-001.3 G-001.1 CALGREEN STANDARDS CALGREEN STANDARDS CALGREEN STANDARDS BL D G D E P T R E S P O N S E 1 02 / 2 8 / 2 0 2 5 E-202 PHOTOMETRIC PLAN BL D G D E P T R E S P O N S E 2 04 / 2 5 / 2 0 2 5 STRUCTURAL CALCS & SKETCHES FIXTURE SEISMIC ANCHORAGE CALCS HEADER & MEP UNIT CALCS SSK-001 MECHANICAL UNIT SUPPORT DETAILS FIXTURE CUT SHEETS ACCESSIBLE TILL UNITA01800 Working Drawing Review These Drawings have been reviewed for general design intent only. All actual field condi�ons are required to be verified by the Tenants Architect and/ or Contractor. Tenants are responsible for complying with all government regula�ons. One (1) copy of this Landlord stamped set of drawings is required to be always kept on the job site. Conditional approval as noted* *ADD NOTE: Protect in place all existing fireproofing on steel columns and beams and patch repair any damage to maintain the fire rating. *ADD NOTE: Protect in place utilities running through the space that service the mall or other tenants in place (including electrical, data and water line.) *ADD NOTE: Protect in place ducting running through the space that service the mall or other tenants in place. *Contractor to hire Landlord mandatory subs including roof, fire sprinkler, fire alarm, structural architect. *HVAC replaced 5/2025 Riderwood USA, Inc. Signed Fernando De Santiago Date 5/5/2025 G-001.1 CALGREEN STANDARDS REV. A B C D E F G H J K L M N P 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 181716151413121110987654321 SHEET TITLE DATE DESCRIPTION THE SHOPS AT SANTA ANITA SHEET NO. 400 S BALDWIN AVE UNIT D9 ARCADIA, CA 91007 LEGO Nelco Architecture, Inc. 201 EAST 4TH STREET SUITE 17 CINCINNATI, OH 45202 513.241.3000 WWW.NELSONWORLDWIDE.COM NELSON PROJECT NUMBER: 24.0002536.000 AUTHORIZED FOR: LANDLORD REVIEW SET- BID & PERMIT SET-12 / 16 / 2024 12 / 16 / 2024 PERMIT SUBMITTAL BLDG DEPT RESPONSE102 / 28 / 2025 BLDG DEPT RESPONSE204 / 25 / 2025 Working Drawing Review These Drawings have been reviewed for general design intent only. All actual field condi�ons are required to be verified by the Tenants Architect and/ or Contractor. Tenants are responsible for complying with all government regula�ons. One (1) copy of this Landlord stamped set of drawings is required to be always kept on the job site. Conditional approval as noted* *ADD NOTE: Protect in place all existing fireproofing on steel columns and beams and patch repair any damage to maintain the fire rating. *ADD NOTE: Protect in place utilities running through the space that service the mall or other tenants in place (including electrical, data and water line.) *ADD NOTE: Protect in place ducting running through the space that service the mall or other tenants in place. *Contractor to hire Landlord mandatory subs including roof, fire sprinkler, fire alarm, structural architect. *HVAC replaced 5/2025 Riderwood USA, Inc. Signed Fernando De Santiago Date 5/5/2025 G-001.2 CALGREEN STANDARDS REV. A B C D E F G H J K L M N P 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 181716151413121110987654321 SHEET TITLE DATE DESCRIPTION THE SHOPS AT SANTA ANITA SHEET NO. 400 S BALDWIN AVE UNIT D9 ARCADIA, CA 91007 LEGO Nelco Architecture, Inc. 201 EAST 4TH STREET SUITE 17 CINCINNATI, OH 45202 513.241.3000 WWW.NELSONWORLDWIDE.COM NELSON PROJECT NUMBER: 24.0002536.000 AUTHORIZED FOR: LANDLORD REVIEW SET- BID & PERMIT SET-12 / 16 / 2024 12 / 16 / 2024 PERMIT SUBMITTAL BLDG DEPT RESPONSE102 / 28 / 2025 BLDG DEPT RESPONSE204 / 25 / 2025 Working Drawing Review These Drawings have been reviewed for general design intent only. All actual field condi�ons are required to be verified by the Tenants Architect and/ or Contractor. Tenants are responsible for complying with all government regula�ons. One (1) copy of this Landlord stamped set of drawings is required to be always kept on the job site. Conditional approval as noted* *ADD NOTE: Protect in place all existing fireproofing on steel columns and beams and patch repair any damage to maintain the fire rating. *ADD NOTE: Protect in place utilities running through the space that service the mall or other tenants in place (including electrical, data and water line.) *ADD NOTE: Protect in place ducting running through the space that service the mall or other tenants in place. *Contractor to hire Landlord mandatory subs including roof, fire sprinkler, fire alarm, structural architect. *HVAC replaced 5/2025 Riderwood USA, Inc. Signed Fernando De Santiago Date 5/5/2025 G-001.3 CALGREEN STANDARDS REV. A B C D E F G H J K L M N P 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 181716151413121110987654321 SHEET TITLE DATE DESCRIPTION THE SHOPS AT SANTA ANITA SHEET NO. 400 S BALDWIN AVE UNIT D9 ARCADIA, CA 91007 LEGO Nelco Architecture, Inc. 201 EAST 4TH STREET SUITE 17 CINCINNATI, OH 45202 513.241.3000 WWW.NELSONWORLDWIDE.COM NELSON PROJECT NUMBER: 24.0002536.000 AUTHORIZED FOR: LANDLORD REVIEW SET- BID & PERMIT SET-12 / 16 / 2024 12 / 16 / 2024 PERMIT SUBMITTAL BLDG DEPT RESPONSE102 / 28 / 2025 BLDG DEPT RESPONSE204 / 25 / 2025 Working Drawing Review These Drawings have been reviewed for general design intent only. All actual field condi�ons are required to be verified by the Tenants Architect and/ or Contractor. Tenants are responsible for complying with all government regula�ons. One (1) copy of this Landlord stamped set of drawings is required to be always kept on the job site. Conditional approval as noted* *ADD NOTE: Protect in place all existing fireproofing on steel columns and beams and patch repair any damage to maintain the fire rating. *ADD NOTE: Protect in place utilities running through the space that service the mall or other tenants in place (including electrical, data and water line.) *ADD NOTE: Protect in place ducting running through the space that service the mall or other tenants in place. *Contractor to hire Landlord mandatory subs including roof, fire sprinkler, fire alarm, structural architect. *HVAC replaced 5/2025 Riderwood USA, Inc. Signed Fernando De Santiago Date 5/5/2025 G-001.4 STOREFRONT RENDERING & MATERIAL BOARD PROPOSED STOREFRONT RENDERING (FOR LANDLORD REFERENCE ONLY) MATERIAL SAMPLE BOARD (FOR LANDLORD REFERENCE ONLY) REV. A B C D E F G H J K L M N P 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 181716151413121110987654321 SHEET TITLE DATE DESCRIPTION THE SHOPS AT SANTA ANITA SHEET NO. 400 S BALDWIN AVE UNIT D9 ARCADIA, CA 91007 LEGO Nelco Architecture, Inc. 201 EAST 4TH STREET SUITE 17 CINCINNATI, OH 45202 513.241.3000 WWW.NELSONWORLDWIDE.COM NELSON PROJECT NUMBER: 24.0002536.000 AUTHORIZED FOR: LANDLORD REVIEW SET- BID & PERMIT SET-12 / 16 / 2024 12 / 16 / 2024 PERMIT SUBMITTAL BLDG DEPT RESPONSE102 / 28 / 2025 BLDG DEPT RESPONSE204 / 25 / 2025 Working Drawing Review These Drawings have been reviewed for general design intent only. All actual field condi�ons are required to be verified by the Tenants Architect and/ or Contractor. Tenants are responsible for complying with all government regula�ons. One (1) copy of this Landlord stamped set of drawings is required to be always kept on the job site. Conditional approval as noted* *ADD NOTE: Protect in place all existing fireproofing on steel columns and beams and patch repair any damage to maintain the fire rating. *ADD NOTE: Protect in place utilities running through the space that service the mall or other tenants in place (including electrical, data and water line.) *ADD NOTE: Protect in place ducting running through the space that service the mall or other tenants in place. *Contractor to hire Landlord mandatory subs including roof, fire sprinkler, fire alarm, structural architect. *HVAC replaced 5/2025 Riderwood USA, Inc. Signed Fernando De Santiago Date 5/5/2025 FILE PERMIT APPLICATION PICK UP PERMIT & PAY FEES SECURITY DEPOSITS CONDITIONS OF THE CONTRACT01 NO T A P P L I C A B L E EX I S T I N G T O R E M A I N FU R N I S H E D B Y IN S T A L L E D B Y SU B M I T T A L LANDLORD GENERAL CONTRACTOR OWNER (LEGO) FU R N I S H E D B Y IN S T A L L E D B Y FU R N I S H E D B Y IN S T A L L E D B Y GENERAL CONDITIONS PERMITS, FEES & NOTICES PERMIT SUBMITTAL MAY ALSO BE THROUGH ARCHITECT. BARRICADE GRAPHICS PAINTING OF BARRICADE GENERAL REQUIREMENTS02 NO T A P P L I C A B L E EX I S T I N G T O R E M A I N FU R N I S H E D B Y IN S T A L L E D B Y SU B M I T T A L LANDLORD GENERAL CONTRACTOR OWNER (LEGO) FU R N I S H E D B Y IN S T A L L E D B Y FU R N I S H E D B Y IN S T A L L E D B Y BARRICADE ARTWORK PROVIDED BY OWNER. G.C. SHALL PROVIDE SUBMITTAL TO ARCHITECT. - - - - SITE WORK03 NO T A P P L I C A B L E EX I S T I N G T O R E M A I N FU R N I S H E D B Y IN S T A L L E D B Y SU B M I T T A L LANDLORD GENERAL CONTRACTOR OWNER (LEGO) FU R N I S H E D B Y IN S T A L L E D B Y FU R N I S H E D B Y IN S T A L L E D B Y DEMOLITION - CONCRETE04 NO T A P P L I C A B L E EX I S T I N G T O R E M A I N FU R N I S H E D B Y IN S T A L L E D B Y SU B M I T T A L LANDLORD GENERAL CONTRACTOR OWNER (LEGO) FU R N I S H E D B Y IN S T A L L E D B Y FU R N I S H E D B Y IN S T A L L E D B Y CONCRETE PATCHING (FLOORCOVERING & TRENCHING)- BLOCKING WOOD & PLASTICS05 NO T A P P L I C A B L E EX I S T I N G T O R E M A I N FU R N I S H E D B Y IN S T A L L E D B Y SU B M I T T A L LANDLORD GENERAL CONTRACTOR OWNER (LEGO) FU R N I S H E D B Y IN S T A L L E D B Y FU R N I S H E D B Y IN S T A L L E D B Y CARPENTRY - - CUSTOM CASEWORK SALES AREA WALL STANDARDS MANAGER'S DESK SALES AREA WALL FIXTURES DIGITAL - OUT OF THE BOX NON-SALES AREA MELAMINE SHELVING CASHWRAP STATIONS DISTRIBUTION OF CONDUIT FOR POS, TELEPHONE & ELECTRICAL CASEWORK CASEWORK INTEGRAL CONDUITS & BOXES CASEWORK INTEGRAL WIRING & ELECTRICAL DEVICES ELECTRICAL WIRING & DEVICES PANELBOARD TO CASHWRAP TELEPHONE & POS WIRING TELEPHONE & POS DEVICES DOORBELL BUTTON WIRING & DEVICES STANDING AND RUNNING TRIM BACKERS SALES AREA WALL BASE - - - - - - - - - - - - - - - OWNER TO SUBMIT ASSEMBLY DRAWINGS TO G.C. JOINT SEALERS THERMAL & MOISTURE PROTECTION06 NO T A P P L I C A B L E EX I S T I N G T O R E M A I N FU R N I S H E D B Y IN S T A L L E D B Y SU B M I T T A L LANDLORD GENERAL CONTRACTOR OWNER (LEGO) FU R N I S H E D B Y IN S T A L L E D B Y FU R N I S H E D B Y IN S T A L L E D B Y FIRESTOPPING - - DOORS & WINDOWS07 NO T A P P L I C A B L E EX I S T I N G T O R E M A I N FU R N I S H E D B Y IN S T A L L E D B Y SU B M I T T A L LANDLORD GENERAL CONTRACTOR OWNER (LEGO) FU R N I S H E D B Y IN S T A L L E D B Y FU R N I S H E D B Y IN S T A L L E D B Y DOORS DOOR HARDWARE METAL DOORS AND FRAMES CORES & KEYS - G.C. SHALL PROVIDE SUBMITTAL TO ARCHITECT. PROVIDED BY OWNER'S VENDOR. ALUMINUM ENTRANCES & STOREFRONT SYSTEMS STAINLESS STEEL CLADDING FRAMING, ACRYLIC PANELS & TRIM SLIDING ENTRY GRILLES DOOR HARDWARE CORES & KEYS G.C. SHALL PROVIDE SUBMITTAL TO ARCHITECT. PROVIDED BY OWNER'S VENDOR. - G.C. SHALL PROVIDE SUBMITTAL TO ARCHITECT. G.C. SHALL PROVIDE SUBMITTAL TO ARCHITECT. GLAZING / GLASS SYSTEMS DECALS STOREFRONTS G.C. SHALL PROVIDE SUBMITTAL TO ARCHITECT. - FINISHES08 NO T A P P L I C A B L E EX I S T I N G T O R E M A I N FU R N I S H E D B Y IN S T A L L E D B Y SU B M I T T A L LANDLORD GENERAL CONTRACTOR OWNER (LEGO) FU R N I S H E D B Y IN S T A L L E D B Y FU R N I S H E D B Y IN S T A L L E D B Y INTEGRAL WALL STANDARDS GYPSUM BOARD, FRAMING & BLOCKING SALES AREA PERIMETER PLASTIC LAMINATE PANELS - - - DEMISING WALL STUDS DEMISING WALL GYPSUM WALL BOARD MALL FLOORCOVERING / PAVING WATER-PROOFING MEMBRANE AT TOILET ROOM RESILIENT TILE / BASE AT STOCKROOM PAINTING CORIAN PANELS PORCELAIN TILE NEUTRAL PIERS MAINTAIN FIRE-RATING; REFER TO PLANS FOR POTENTIAL SCOPE. CONTACT MALL MANAGEMENT FOR AVAILABILITY & MATERIAL COST. - - - - COORDINATE WORK W. LANDLORD TEAM AS REQ'D. MAINTAIN FIRE-RATING; REFER TO PLANS FOR POTENTIAL SCOPE. G.C. SHALL PROVIDE SUBMITTAL TO ARCHITECT. SPECIALTY ITEMS09 NO T A P P L I C A B L E EX I S T I N G T O R E M A I N FU R N I S H E D B Y IN S T A L L E D B Y SU B M I T T A L LANDLORD GENERAL CONTRACTOR OWNER (LEGO) FU R N I S H E D B Y IN S T A L L E D B Y FU R N I S H E D B Y IN S T A L L E D B Y SHOP-KIT TRACKS LOCKERS FIRST AID KIT G.C. SHALL ASSEMBLE AND INSTALL. - INSTALLED IN TOILET ROOM. STOREFRONT SIGNAGE FIRE EXTINGUISHERS, CABINETS & ACCESSORIES STOCKROOM SHELVING - FREE-STANDING STOCKROOM SHELVING - MOBILE STOCKROOM WALL STANDARDS & BRACKETS CORNER GUARDS FILTRATION SYSTEM - - PLUMBING CONNECTION BY G.C. - REFER TO PLUMBING DRAWINGS. - G.C. SHALL SUBMIT LEGO VENDOR SHOP DWGS. TO LL & ARCHITECT. G.C. SHALL ASSEMBLE AND INSTALL. G.C. SHALL ASSEMBLE AND INSTALL. TACKBOARD FREESTANDING STORE FIXTURES EQUIPMENT10 NO T A P P L I C A B L E EX I S T I N G T O R E M A I N FU R N I S H E D B Y IN S T A L L E D B Y SU B M I T T A L LANDLORD GENERAL CONTRACTOR OWNER (LEGO) FU R N I S H E D B Y IN S T A L L E D B Y FU R N I S H E D B Y IN S T A L L E D B Y SAFE - - - PICK-A-BRICK MILLWORK SALES AREA PERIMETER WALL SHELVING & BRACKETS - - MARKETING UPPERS B.A.M. FIXTURE - - G.C. SHALL INSTALL PER LEGO-PROVIDED PLANOGRAM. REFRIGERATOR MICROWAVE - - - - COMMENTS COMMENTS COMMENTS COMMENTS COMMENTS COMMENTS COMMENTS COMMENTS COMMENTS COMMENTS SPRINKLER DISTRIBUTION, HEADS, FINISH & SHOP DRAWINGS SPARE SPRINKLER HEADS FIRE-PROTECTION11 NO T A P P L I C A B L E EX I S T I N G T O R E M A I N FU R N I S H E D B Y IN S T A L L E D B Y SU B M I T T A L LANDLORD GENERAL CONTRACTOR OWNER (LEGO) FU R N I S H E D B Y IN S T A L L E D B Y FU R N I S H E D B Y IN S T A L L E D B Y SPRINKLER MAIN SUBMIT (3) COPIES W/IN (1) WEEK OF WORK START TO ARCHITECT. - COMMENTS - EXTEND SERVICES TO NEW LOCATION ROUGH-IN PLUMBING12 NO T A P P L I C A B L E EX I S T I N G T O R E M A I N FU R N I S H E D B Y IN S T A L L E D B Y SU B M I T T A L LANDLORD GENERAL CONTRACTOR OWNER (LEGO) FU R N I S H E D B Y IN S T A L L E D B Y FU R N I S H E D B Y IN S T A L L E D B Y EXISTING SERVICES TO SPACE - - - FINISH FIXTURES - - G.C. SHALL COMPLETE AS REQ'D PER LANDLORD WORK. WATER METER REFER TO PLUMBING DRAWINGS. COMMENTS DUCTWORK CONTROLS MECHANICAL13 NO T A P P L I C A B L E EX I S T I N G T O R E M A I N FU R N I S H E D B Y IN S T A L L E D B Y SU B M I T T A L LANDLORD GENERAL CONTRACTOR OWNER (LEGO) FU R N I S H E D B Y IN S T A L L E D B Y FU R N I S H E D B Y IN S T A L L E D B Y HVAC UNIT - - DIFFUSERS & GRILLES SMOKE DETECTION - TESTING, ADJUSTING & BALANCING G.C. SHALL SUBMIT BALANCE REPORT TO ARCHITECT. COMMENTS G.C. SHALL PROVIDE SUBMITTAL TO ARCHITECT. G.C. SHALL PROVIDE SUBMITTAL TO ARCHITECT. METER MAIN SWITCH / BREAKER CONDUIT TO TENANT SPACE ELECTRICAL14 NO T A P P L I C A B L E EX I S T I N G T O R E M A I N FU R N I S H E D B Y IN S T A L L E D B Y SU B M I T T A L LANDLORD GENERAL CONTRACTOR OWNER (LEGO) FU R N I S H E D B Y IN S T A L L E D B Y FU R N I S H E D B Y IN S T A L L E D B Y MISCELLANEOUS ELECTRICAL METER BOX - - - COMMENTS DISTRIBUTION PANELS TRANSFORMER RACEWAYS, CONDUITS & ACCESSORIES - - WIRES & CABLES DEVICES & COVER PLATES DOORBELL SYSTEM - - FINAL ELECTRICAL HOOK-UP TO HVAC UNIT FIRE & SMOKE DETECTION SYSTEM - - - - EXTERIOR LIGHTING INTERIOR LIGHTING LIGHTING EMERGENCY LIGHTING - - - EXTERIOR INTERIOR LAMPS EMERGENCY - - - EQUIPMENT WIRING TELEPHONE SYSTEM CONDUIT TO TENANT SPACE - - - DEVICES CONDUIT CONDUIT ALWAYS REQUIRED; PROVIDE PULLSTRING. - WIRING DEVICES POINT OF SALES DATA SYSTEMS EQUIPMENT - - - CONDUIT CONDUIT ALWAYS REQUIRED; PROVIDE PULLSTRING. WIRING DEVICES MUSIC SYSTEMS EQUIPMENT - - - CONDUIT CONDUIT ALWAYS REQUIRED; PROVIDE PULLSTRING. A.THE WORK OF THIS CONTRACT IS NOT DEFINED EXCLUSIVELY BY THE RESPONSIBILITY SCHEDULE. B.TO DETERMINE THE WORK OF THE CONTRACT, ALL CONTRACTORS MUST REVIEW ALL DRAWINGS, SPECIFICATIONS AND CONTRACT DOCUMENTS. GENERAL NOTES - RESPONSIBILITY SCHEDULE G-002 RESPONSIBILITY SCHEDULE REV. A B C D E F G H J K L M N P 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 181716151413121110987654321 SHEET TITLE DATE DESCRIPTION THE SHOPS AT SANTA ANITA SHEET NO. 400 S BALDWIN AVE UNIT D9 ARCADIA, CA 91007 LEGO Nelco Architecture, Inc. 201 EAST 4TH STREET SUITE 17 CINCINNATI, OH 45202 513.241.3000 WWW.NELSONWORLDWIDE.COM NELSON PROJECT NUMBER: 24.0002536.000 AUTHORIZED FOR: LANDLORD REVIEW SET- BID & PERMIT SET-12 / 16 / 2024 12 / 16 / 2024 PERMIT SUBMITTAL BLDG DEPT RESPONSE102 / 28 / 2025 BLDG DEPT RESPONSE204 / 25 / 2025 Working Drawing Review These Drawings have been reviewed for general design intent only. All actual field condi�ons are required to be verified by the Tenants Architect and/ or Contractor. Tenants are responsible for complying with all government regula�ons. One (1) copy of this Landlord stamped set of drawings is required to be always kept on the job site. Conditional approval as noted* *ADD NOTE: Protect in place all existing fireproofing on steel columns and beams and patch repair any damage to maintain the fire rating. *ADD NOTE: Protect in place utilities running through the space that service the mall or other tenants in place (including electrical, data and water line.) *ADD NOTE: Protect in place ducting running through the space that service the mall or other tenants in place. *Contractor to hire Landlord mandatory subs including roof, fire sprinkler, fire alarm, structural architect. *HVAC replaced 5/2025 Riderwood USA, Inc. Signed Fernando De Santiago Date 5/5/2025 EM COLCOLCOLCOL COL COL COL COL COLCOLCOLCOL 118'-9 1/2" (LEASE LINE) 16 ' - 4 1 / 2 " ( L E A S E L I N E ) 29 ' - 0 " ( L E A S E L I N E ) 118'-9 1/2" (LEASE LINE) 2" 30 ' - 2 " 1 1 / 2 " 30 ' - 4 " 13 ' - 2 1 / 2 " ( L E A S E L I N E ) 2" 1" EM EM XM EM XM XM EM EM XM EM EM LIFE SAFETY PLANF1 G-003 SCALE: 1/4" = 1'-0" MR EM A.PROJECT GENERAL & SAFETY NOTES. REFER TO COVER SHEET FOR ADDITIONAL NOTES REGARDING LIFE SAFETY INFORMATION. B.COMMON PATH OF EGRESS TRAVEL. THE COMMON PATH OF EGRESS TRAVEL SHALL NOT EXCEED 30' FROM ANY POINT IN THE SALES AREA TO THE INDICATED EGRESS PATH. THE COMMON PATH OF EGRESS TRAVEL SHALL NOT EXCEED 75' FOR THE ENTIRE STORE. C.EXISTING FIRE ALARM STATIONS. ALL EXISTING FIRE ALARM STATIONS AT REAR DOOR TO REMAIN AND KEPT FULLY FUNCTIONAL THROUGHOUT ALL PHASES OF CONSTRUCTION. NOTIFY ARCHITECT PRIOR TO REMOVED ANY FIRE ALARM STATIONS IN NEW PROPOSED SALES AREA. D.EXISTING FIRE-SUPPRESSION SYSTEMS. INTENT IS TO REUSE MAJOR COMPONENTS OF EXISTING FIRE-SUPPRESSION SYSTEM. SPRINKLER HEADS SHALL BE RELOCATED PER SPRINKLER PLANS. E.SPRINKLER DRAWINGS DEFERRED SUBMITTAL. ANY SPRINKLER PLANS REQUIRING PERMIT SHALL BE A DEFERRED SUBMITTAL TO LOCAL GOVERNING JURISDICTIONS. F.FLAME SPREAD AND SMOKE DEVELOPMENT RATING. ALL NEW MATERIALS SHALL BE PER U.L. AND GOVERNING FLAME SPREAD AND SMOKE DEVELOPMENT CODE REQUIREMENTS. REFER TO FINISH SCHEDULE FOR ADDITIONAL INFORMATION. G.EGRESS PATH. ALL CONTRACTORS SHALL MAINTAIN A CLEAR PATH OF EGRESS DURING AND AFTER CONSTRUCTION AS REQUIRED BY LOCAL GOVERNING JURISDICTION. REFER TO PLAN FOR EGRESS PATH LOCATION. H.ACCESSIBILITY WIDTH. ALL CONTRACTORS SHALL MAINTAIN REQUIRED ACCESSIBILITY WIDTH ALONG EGRESS AND ACCESSIBILITY ROUTES AS REQUIRED BY LOCAL GOVERNING JURISDICTION. REFER TO PLAN FOR MINIMUM ROUTE LOCATIONS. I.TEMPORARY EMERGENCY EQUIPMENT. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR FURNISHING AND INSTALLING ALL REQUIRED EMERGENCY EQUIPMENT, INCLUDING BUT NOT LIMITED TO EMERGENCY LIGHTING, EGRESS MARKINGS AND SIGNS, FIRE EXTINGUISHERS, FIRE STROBES/HORNS, ETC. AS REQUIRED TO MAINTAIN CODE REQUIREMENTS AS MANDATED BY LOCAL GOVERNING JURISDICTION. J.EMERGENCY LIGHTING. REFER TO ELECTRICAL DRAWINGS FOR ALL INFORMATION REGARDING EMERGENCY LIGHTING, INCLUDING FIXTURE LOCATION AND POWER REQUIREMENTS. K.SIGN AT ROLLING GRILLE. A SIGN IS REQUIRED NEXT TO THE GRILLE (WHERE OCCURS) SAYING "THIS DOOR TO REMAIN OPEN WHEN THE SPACE IS OCCUPIED." LETTERS SHALL BE A MINIMUM OF 1" HIGH. L.EXIT DOOR - HARDWARE. EXIT DOORS SHALL BE OPENABLE FROM THE EGRESS SIDE WITHOUT SPECIAL KNOWLEDGE, EFFORT OR THE USE OF A SPECIAL KEY OR LATCH. UNLATCHING FORCE OF PANIC HARDWARE SHALL NOT EXCEED 15 POUNDS WHEN APPLIED IN THE DIRECTION OF TRAVEL. M.EXIT DOOR - SWING DIRECTION. EXIT DOORS SHALL SWING IN THE DIRECTION OF TRAVEL WHEN SERVING AN OCCUPANT LOAD OF 50 OR MORE OCCUPANTS. N.EXIT DOOR - CLEARANCE. EXIT DOORS SHALL BE A MINIMUM OF 32" CLEAR WIDTH & MAXIMUM 48" WIDE LEAF. DOOR HEIGHT SHALL BE 6'-8"MINIMUM. O.EXIT SIGNAGE - ILLUMINATION. ALL EXIT SIGNAGE SHALL BE INTERNALLY ILLUMINATED AT ALL TIMES WITH EMERGENCY ELECTRICAL BACK-UP POWER. EXIT SIGN ILLUMINATION SHALL NOT BE LESS THAN 5 FOOT CANDLES EXIT SIGNS SHALL HAVE TWO POWER SOURCES, ONE FROM THE PREMISES WIRING SYSTEM, THE OTHER FROM BATTERIES. P.EXIT SIGNAGE - FINAL PLACEMENT. FINAL PLACEMENT OF EXIT SIGNS IS SUBJECT TO APPROVAL AND MODIFICATION OF THE FIRE MARSHAL. LEASE LINE. LOCATION OF LEASE LINE PER LANDLORD PROVIDED LOD PLANS. SYMBOL LEGEND - LIFE SAFETY PLAN PATH OF EGRESS / ACCESSIBILITY DASHED LINE WITH HATCHED AREA INDICATES PATH OF EGRESS & ACCESSIBILITY. HATCHED PATH IS MINIMUM 36" U.N.O. THE COMMON PATH OF EGRESS TRAVEL SHALL NOT EXCEED 30' FROM ANY POINT ON THE SALES AREA TO THE INDICATED EGRESS PATH. 1 2 EXIT TO MALL CONCOURSE. EMERGENCY EXIT PROVIDED FOR EGRESS TO ENCLOSED MALL CONCOURSE. WALL-MOUNTED FIRE EXTINGUISHER WALL-MOUNTED FIRE EXTINGUISHER & MOUNTING BRACKET INSTALLED AT LOCATION SHOWN. COORDINATE EXACT LOCATION W. FIRE MARSHAL. MAXIMUM MOUNTING HEIGHT SHALL NOT EXCEED 48" A.F.F. EXIT TO EXTERIOR. EMERGENCY EXIT TO PROVIDED FOR EGRESS TO EXTERIOR CONDITION.3 EXIT TO MALL SERVICE CORRIDOR. EMERGENCY EXIT PROVIDED FOR EGRESS TO EXISTING FIRE-RATED MALL SERVICE / EGRESS CORRIDOR. PROVIDE A TACTILE TEXT AND BRAILLE EXIT SIGN ON LATCH SIDE OF DOOR. BRAILLE TEXT SHALL BE MINIMUM 48" A.F.F. - MAXIMUM 60" A.F.F. SIGN SHALL BE FULLY COMPLIANT WITH ALL ACCESSIBILITY CODES AND REQUIREMENTS. 4 EXIT TO MALL FIRE STAIR. EMERGENCY EXIT PROVIDED FOR EGRESS TO EXISTING FIRE-RATED STAIRWELL.5 XM NEW EXIT SIGN & EMERGENCY LIGHT COMBINATION NEW EXIT SIGN & EMERGENCY LIGHT COMBO UNIT AT LOCATION SHOWN; WHERE APPLICABLE, CENTER ABOVE DOOR. NEW WALL-MOUNTED EMERGENCY LIGHT NEW WALL-MOUNTED EMERGENCY LIGHT AT LOCATION SHOWN; WHERE APPLICABLE, CENTER ABOVE DOOR. REFER TO REFLECTED CEILING PLAN AND ELECTRICAL DRAWINGS FOR ADDITIONAL INFO. NEW CEILING EMERGENCY LIGHT NEW CEILING RECESSED / HUNG EMERGENCY LIGHT AT LOCATION SHOWN. REFER TO REFLECTED CEILING PLAN AND ELECTRICAL DRAWINGS FOR ADDITIONAL INFO. WALL-MOUNTED FIRE EXTINGUISHER CABINET SURFACE-MOUNTED FIRE EXTINGUISHER CABINET INSTALLED AT LOCATION SHOWN. FINISH: "WHITE". CABINET TO HOUSE (1) TYPE 2A10BC FIRE EXTINGUISHER. COORDINATE EXACT LOCATION W. FIRE MARSHAL. MAXIMUM HEIGHT OF OPERABLE MECHANISM SHALL NOT EXCEED 48" A.F.F. LANDLORD NOTES & COMMENTS KEYED NOTES - LIFE SAFETY PLAN NORTH GENERAL NOTES - LIFE SAFETY PLAN TRAVEL DISTANCE TO EXIT #1: 70'-4" 1 TYPICAL TRAVEL DISTANCE TO EXIT #2: 50'-2" EXIT #2: CLEAR WIDTH:36" MAX. CAPACITY: 36" / 0.2" = 180 APPLIED CAPACITY:8 4 HALL104 STOCK ROOM102 RESTROOM103 OCCUPANT LOAD: 3 OCCUPANT LOAD: 5 OCCUPANT LOAD: N/A TRAVEL DISTANCE TO EXIT #1: 70'-1"1 TYPICAL 1 EXIT #1: CLEAR WIDTH:64" MAX. CAPACITY: 64" / 0.2" = 320 APPLIED CAPACITY:33 2 TYPICAL SALES AREA101 OCCUPANT LOAD: 33 1TYPICAL 1TYPICAL TRAVEL DISTANCE TO EXIT #2: 70'-9" G-003 LIFE SAFETY PLAN REV. A B C D E F G H J K L M N P 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 181716151413121110987654321 SHEET TITLE DATE DESCRIPTION THE SHOPS AT SANTA ANITA SHEET NO. 400 S BALDWIN AVE UNIT D9 ARCADIA, CA 91007 LEGO Nelco Architecture, Inc. 201 EAST 4TH STREET SUITE 17 CINCINNATI, OH 45202 513.241.3000 WWW.NELSONWORLDWIDE.COM NELSON PROJECT NUMBER: 24.0002536.000 AUTHORIZED FOR: LANDLORD REVIEW SET- BID & PERMIT SET-12 / 16 / 2024 12 / 16 / 2024 PERMIT SUBMITTAL BLDG DEPT RESPONSE102 / 28 / 2025 BLDG DEPT RESPONSE204 / 25 / 2025 Working Drawing Review These Drawings have been reviewed for general design intent only. All actual field condi�ons are required to be verified by the Tenants Architect and/ or Contractor. Tenants are responsible for complying with all government regula�ons. One (1) copy of this Landlord stamped set of drawings is required to be always kept on the job site. Conditional approval as noted* *ADD NOTE: Protect in place all existing fireproofing on steel columns and beams and patch repair any damage to maintain the fire rating. *ADD NOTE: Protect in place utilities running through the space that service the mall or other tenants in place (including electrical, data and water line.) *ADD NOTE: Protect in place ducting running through the space that service the mall or other tenants in place. *Contractor to hire Landlord mandatory subs including roof, fire sprinkler, fire alarm, structural architect. *HVAC replaced 5/2025 Riderwood USA, Inc. Signed Fernando De Santiago Date 5/5/2025 SCALE: UL U419 FIRE RATED WALL A1 NTS SCALE: UL C-AJ-1013 THROUGH-PENETRATIONA13 NTS SCALE: UL W-L-1001 THROUGH-PENETRATIONG13 NTS G-004 TYPICAL U.L. DETAILS REV. A B C D E F G H J K L M N P 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 181716151413121110987654321 SHEET TITLE DATE DESCRIPTION THE SHOPS AT SANTA ANITA SHEET NO. 400 S BALDWIN AVE UNIT D9 ARCADIA, CA 91007 LEGO Nelco Architecture, Inc. 201 EAST 4TH STREET SUITE 17 CINCINNATI, OH 45202 513.241.3000 WWW.NELSONWORLDWIDE.COM NELSON PROJECT NUMBER: 24.0002536.000 AUTHORIZED FOR: LANDLORD REVIEW SET- BID & PERMIT SET-12 / 16 / 2024 12 / 16 / 2024 PERMIT SUBMITTAL BLDG DEPT RESPONSE102 / 28 / 2025 BLDG DEPT RESPONSE204 / 25 / 2025 Working Drawing Review These Drawings have been reviewed for general design intent only. All actual field condi�ons are required to be verified by the Tenants Architect and/ or Contractor. Tenants are responsible for complying with all government regula�ons. One (1) copy of this Landlord stamped set of drawings is required to be always kept on the job site. Conditional approval as noted* *ADD NOTE: Protect in place all existing fireproofing on steel columns and beams and patch repair any damage to maintain the fire rating. *ADD NOTE: Protect in place utilities running through the space that service the mall or other tenants in place (including electrical, data and water line.) *ADD NOTE: Protect in place ducting running through the space that service the mall or other tenants in place. *Contractor to hire Landlord mandatory subs including roof, fire sprinkler, fire alarm, structural architect. *HVAC replaced 5/2025 Riderwood USA, Inc. Signed Fernando De Santiago Date 5/5/2025 DEMOLITION FLOOR PLANF1 D-101 SCALE: 1/4" = 1'-0" GENERAL NOTES - DEMOLITION PLANSYMBOLS LEGEND - DEMOLITION PLANLANDLORD NOTES & COMMENTS KEYED NOTES - DEMOLITION PLAN LEASE LINE. LOCATION OF LEASE LINE PER LANDLORD PROVIDED LOD PLANS. EXISTING DEMISING WALL. EXISTING DEMISING WALL TO REMAIN. PROTECT DURING ALL PHASES OF CONSTRUCTION. REFER TO GENERAL NOTES FOR ADDITIONAL INFORMATION REGARDING FIRE-PROOFING AT DEMISING WALL. EXISTING COLUMN. EXISTING COLUMN TO REMAIN. PROTECT DURING ALL PHASES OF CONSTRUCTION. REFER TO GENERAL NOTES FOR ADDITIONAL INFORMATION REGARDING FIRE-PROOFING AT COLUMNS, IF APPLICABLE. EXISTING NEUTRAL PIER. EXISTING MALL NEUTRAL PIER TO REMAIN. PROTECT DURING ALL PHASES OF CONSTRUCTION. DEMOLISH NEUTRAL PIER. DEMOLISH NEUTRAL PIER. REFER TO CONSTRUCTION PLAN FOR NEW SCOPE. EXISTING STOREFRONT SYSTEM. EXISTING STOREFRONT SYSTEM TO REMAIN. PROTECT DURING ALL PHASES OF CONSTRUCTION. REFER TO ELEVATION FOR ADDITIONAL SCOPE. DEMOLISH STOREFRONT SYSTEM. DEMOLISH STOREFRONT SYSTEM AS INDICATED. REFER TO CONSTRUCTION PLAN AND STOREFRONT DETAILS FOR NEW SCOPE. EXISTING WINDOW & FRAME. EXISTING WINDOW AND FRAME TO REMAIN. PROTECT DURING ALL PHASES OF CONSTRUCTION. REFER TO ELEVATION FOR ADDITIONAL SCOPE. DEMOLISH WINDOW & FRAME. DEMOLISH EXISTING WINDOW AND FRAME AS INDICATED. REFER TO CONSTRUCTION PLAN FOR ADDITIONAL SCOPE AT OPENING. EXISTING DOOR & FRAME. EXISTING DOOR AND FRAME TO REMAIN. PROTECT DURING ALL PHASES OF CONSTRUCTION. REFER TO ELEVATION AND DOOR SCHEDULE FOR ADDITIONAL SCOPE. DEMOLISH DOOR & FRAME. DEMOLISH DOOR AND FRAME. REFER TO CONSTRUCTION PLAN FOR ADDITIONAL SCOPE AT OPENING. TEMPORARY CONSTRUCTION BARRICADE. DASHED LINE REPRESENTS INTENT OF TEMPORARY CONSTRUCTION BARRICADE. PROVIDE LOCKABLE DOUBLE DOORS. REFER TO BARRICADE DETAILS FOR ADDITIONAL INFORMATION. COORDINATE BARRICADE & GRAPHICS W. LANDLORD'S ON-SITE REPRESENTATIVE. EXISTING PLUMBING FIXTURE / EQUIPMENT. EXISTING PLUMBING FIXTURE OR EQUIPMENT TO REMAIN. PROTECT DURING ALL PHASES OF CONSTRUCTION. DEMOLISH PLUMBING FIXTURE / EQUIPMENT. DEMOLISH PLUMBING FIXTURE OR EQUIPMENT AS INDICATED. CAP LINE PER GENERAL NOTES. REFER TO CONSTRUCTION PLAN AND MEP DRAWINGS FOR ADDITIONAL INFORMATION AND POTENTIAL REUSE. EXISTING TOILET ROOM ACCESSORIES. EXISTING WALL-MOUNTED TOILET ROOM ACCESSORY ITEM(S) TO REMAIN. PROTECT DURING ALL PHASES OF CONSTRUCTION. DEMOLISH TOILET ROOM ACCESSORIES. DEMOLISH WALL-MOUNTED TOILET ROOM ACCESSORY ITEM(S) AS SHOWN. EXISTING FLOOR COVERING. EXISTING FLOOR COVERING TO REMAIN. PROTECT DURING ALL PHASES OF CONSTRUCTION. DEMOLISH FLOOR COVERING. DEMOLISH FLOOR COVERING DOWN TO SLAB OR STRUCTURAL LAYER. PATCH AND PREPARE REMAINING SUBSTRATE AS REQUIRED TO PROVIDE PROPER SUBSTRATE FOR NEW FINISH. REFER TO FINISH PLAN FOR ADDITIONAL INFORMATION. EXISTING ELECTRICAL EQUIPMENT. EXISTING ELECTRICAL EQUIPMENT TO REMAIN. PROTECT DURING ALL PHASES OF CONSTRUCTION. DEMOLISH ELECTRICAL EQUIPMENT. DEMOLISH ELECTRICAL EQUIPMENT OR ITEM. PULL WIRES BACK TO SOURCE AND CAP. EXISTING CONSTRUCTION JOINT. EXISTING CONSTRUCTION JOINT TO REMAIN. CONTRACTOR TO CONFIRM EXACT LOCATION. PROTECT DURING ALL PHASES OF CONSTRUCTION. EXISTING LIFE SAFETY / FIRE PREVENTION EQUIPMENT. EXISTING LIFE SAFETY / FIRE PREVENTION EQUIPMENT TO REMAIN. PROTECT DURING ALL PHASES OF CONSTRUCTION. DEMOLISH LIFE SAFETY / FIRE PREVENTION EQUIPMENT. DEMOLISH LIFE SAFETY / FIRE PREVENTION ITEM OR EQUIPMENT. PATCH AND PREPARE AFFECTED SURFACES AS REQUIRED TO PROVIDE PROPER SUBSTRATE FOR NEW FINISH. EXISTING EXTERIOR LIGHTING. EXISTING EXTERIOR LIGHTING TO REMAIN. REPAIR TO LIKE-NEW CONDITION. PROTECT DURING ALL PHASES OF CONSTRUCTION. DEMOLISH EXTERIOR LIGHTING. DEMOLISH EXTERIOR LIGHTING AS SHOWN. PULL WIRES BACK TO SOURCE AND CAP. DEMOLISH EXTERIOR AWNING. REMOVE AWNING & METAL FRAME SYSTEM. PATCH AND PREPARE REMAINING SURFACES AS REQUIRED TO RECEIVE NEW FINISH. EXISTING CEILING SYSTEM. EXISTING CEILING SYSTEM TO REMAIN. PATCH AND PREPARE AS REQUIRED FOR NEW FINISH - REFER TO REFLECTED CEILING PLAN FOR ADDITIONAL INFO. DEMOLISH CEILING & EQUIPMENT. DEMOLISH CEILING SYSTEM, SOFFITS, LIGHTING, HVAC DUCTWORK, DIFFUSERS, SUPPLIES, ETC. IN ITS ENTIRETY THROUGHOUT AREA INDICATED. EXISTING FIRE SPRINKLER LINES. EXISTING FIRE SPRINKLER LINES SHALL BE REMOVED, REUSED OR RELOCATED AS REQUIRED. REFER TO FIRE PROTECTION PLANS FOR ADDITIONAL INFO. 1 2X 3X 4X 4D 5X 5D 6X 6D 7X 7D 8 9X 9D 10X 10D 11X 11D 12X 12D 13X 14X 14D 15X 15D 16D 17X 17D 18R EXISTING GLASS AT STOREFRONT SOFFIT. EXISTING GLASS AT STOREFRONT SOFFIT TO BE REMOVED. SEE ELEVATIONS AND SECTIONS SHEET A-301.19D EXISTING STOREFRONT SOFFIT / HEADER. EXISTING STOREFRONT SOFFIT / HEADER TO BE REMOVED. RETAIN STRUCTURAL ELEMENTS WHERE POSSIBLE. SEE SECTIONS SHEET A-301.20D DEMOLISH SIGNAGE. DEMOLISH EXISTING SIGNAGE AND MOUNTING CONSTRUCTION. RETAIN ELECTRICAL FOR REUSE AT NEW SIGNAGE. PATCH AND PREPARE SURFACE AS REQUIRED TO PROVIDE PROPER SUBSTRATE FOR NEW FINISH. 21D EXISTING PARTITION / DEMISING WALL TO REMAIN. PROTECT DURING ALL PHASES OF PROTECTION. PATCH & PREPARE AS REQUIRED TO RECEIVE NEW FINISH. EXISTING CONCRETE OR MASONRY WALL TO REMAIN. PROTECT DURING ALL PHASES OF PROTECTION. REMOVE PARTITION, MILLWORK OR EQUIPMENT AS SHOWN. DASHED LINE REPRESENTS ITEM TO BE DEMOLISHED. LEASE LINE. LOCATION OF LEASE LINE PER LANDLORD PROVIDED LOD & TO BE CONFIRMED BY CONTRACTOR IN FIELD. REMOVE DOOR & FRAME. DEMOLISH DOOR & FRAME. PATCH & PREPARE REMAINING PARTITION(S) AS REQUIRED. TEMPORARY CONSTRUCTION BARRICADE. BARRICADE SHOWN FOR DIAGRAMMATIC PURPOSES. REFER TO SHEET D-103 AND KEYED NOTE #8 ON THIS SHEET FOR ADDITIONAL INFO. NORTH EXISTING RESTROOM TYPICAL, ENTIRE SPACE 12D 14D EXISTING SALES FLOOR EXISTING BOH AREA EXISTING HALL EXISTING EXIT LIGHTS. EXISTING EXIT LIGHTS TO BE REMOVED,REUSED OR RELOCATED AS REQUIRED22D TEMPORARY WINDOW GRAPHIC. INSTALL TEMPORARY WINDOW-ADHERED GRAPHIC AS REQUIRED TO BLOCK VIEWS INTO SPACE THROUGHOUT CONSTRUCTION. AT CONCLUSION OF PROJECT, REMOVE AND PROFESSIONALLY CLEAN WINDOW. DESIGN SHOWN IS REPRESENTATIONAL ONLY; ACTUAL DESIGN FORTHCOMING (BY LEGO) AND SHALL BE APPROVED BY LANDLORD PRIOR TO FABRICATION AND INSTALLATION. 23 A1 D-103 DEMOLISH WALL STANDARDS. DEMOLISH SURFACE-MOUNTED WALL STANDARDS THROUGHOUT SPACE. PATCH AND PREPARE PARTITION AS REQUIRED TO PROVIDE PROPER SUBSTRATE FOR NEW FINISH. 24D 24D DEMOLISH MILLWORK TRIM. DEMOLISH WOODEN MILLWORK TRIM THROUGHOUT SPACE. PATCH AND PREPARE PARTITION AS REQUIRED TO PROVIDE PROPER SUBSTRATE FOR NEW FINISH.25D TYP. A.INTENT OF TENANT AREA DEMOLITION SCOPE. DEMOLITION INTENT IS FOR THE ENTIRE SPACE TO BE CLEARED OF ALL PARTITIONS, FIXTURES, FINISHES, STOREFRONT, SIGNAGE, CEILINGS, LIGHTING, ETC. UNLESS NOTED OTHERWISE. THE REMAINING SPACE SHALL CONSIST OF EXISTING DEMISING PARTITIONS, STRIPPED COLUMNS, CONCRETE FLOOR AND EXPOSED UNDERSIDE OF STRUCTURE, UNLESS NOTED OTHERWISE. G.C. SHALL COORDINATE W. ENGINEERING DOCUMENTS TO DETERMINE IF EXISTING EQUIPMENT WILL REMAIN, REQUIRES RELOCATION OR DEMOLITION. B.EXTENT OF WORK AREA. NO WORK SHALL BE PERFORMED OUTSIDE OF LEASE LINE. LEASE LINE IS SHOWN ON PLAN AS ESTIMATION - G.C. SHALL CONFIRM EXTENT W. LANDLORD PRIOR TO WORK COMMENCEMENT. C.WORK BELOW TENANT SPACE. G.C. SHALL COORDINATE ALL WORK BELOW SLAB WITH THE LANDLORD AND AFFECTED TENANT. REFER TO GENERAL NOTE "O" FOR ADDITIONAL INFO. D.DEMOLITION SCOPE COORDINATION W. OWNER/LANDLORD. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION OF DEMOLITION SCOPE EXTENT WITH THE OWNER AND LANDLORD. ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF BOTH PARTIES PRIOR TO FINALIZING THE BID AND COMMENCEMENT OF WORK. COORDINATE ALL DEMOLITION WORK AND PROCEDURES W. TENANT CRITERIA MANUAL. E.ORDERLY DEMOLITION. GENERAL CONTRACTOR SHALL DEMOLISH IN AN ORDERLY AND CAREFUL MANNER AS REQUIRED TO ACCOMMODATE NEW WORK, INCLUDING THAT REQUIRED FOR CONNECTION TO THE EXISTING BUILDING AND STRUCTURE. WHERE REQUIRED, PHASE DEMOLITION IN ACCORDANCE W. CONSTRUCTION SCHEDULE. F.SALVAGED MATERIAL & EQUIPMENT. GENERAL CONTRACTOR SHALL REPAIR AND CLEAN ALL ITEMS NOTED ON PLAN FOR REUSE OR SALVAGING TO 'LIKE-NEW' CONDITION. OWNER SHALL HAVE FINAL DISCRETION ON SALVAGED ITEM'S STATUS. G.MULTIPLE TRADE COORDINATION. DEMOLITION CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING MECHANICAL, ELECTRICAL & PLUMBING WORK SHOWN ON PLANS PRIOR TO START OF ANY WORK & SHALL COORD. W. MANAGEMENT/CONCERNED PARTIES AS REQ'D. H.EXISTING STRUCTURE. G.C. SHALL BE RESPONSIBLE FOR SAFETY AND SUPPORT OF THE EXISTING STRUCTURE AND TAKE PRECAUTIONS TO PREVENT MOVEMENT OR SETTLEMENT OF ANY EXISTING STRUCTURAL COMPONENTS. PROVIDE AND PLACE BRACING OR SHORING AS REQUIRED. G.C. SHALL ASSUME LIABILITY FOR SUCH MOVEMENT, SETTLEMENT, DAMAGE OR INJURY. I.STRUCTURAL INTEGRITY. GENERAL CONTRACTOR SHALL CEASE ALL OPERATIONS IMMEDIATELY AND NOTIFY THE OWNER IF SAFETY OF STRUCTURE APPEARS TO BE ENDANGERED. TAKE ALL NECESSARY PRECAUTIONS TO PROPERLY SUPPORT THE STRUCTURE. DO NOT RESUME WORK UNTIL SAFETY IS RESTORED AND CONFIRMED BY STRUCTURAL ENGINEER. J.MECHANICAL, ELECTRICAL & PLUMBING FIXTURE REMOVAL. EXISTING MECHANICAL, ELECTRICAL AND PLUMBING FIXTURES INDICATED TO BE REMOVED SHALL BE DISCONNECTED AT THE SOURCE, U.N.O. VERIFY THE LOCATIONS OF ANY MECHANICAL, ELECTRICAL AND PLUMBING SYSTEMS TO REMAIN AND PROTECT DURING ALL PHASES OF CONSTRUCTION. ALL EMPTY OR ABANDONED LINES SHALL BE REMOVED AND CAPPED AS CLOSE TO SOURCE AS POSSIBLE - NO UTILITY LINES ARE PERMITTED TO BE ABANDONED WITHIN TENANT SPACE. ALL SERVICE LINES AND CAPPING LOCATIONS SHALL BE MARKED BY CONTRACTOR ON THE PROJECT RECORD DOCUMENTS. COORDINATE ALL M.E.P. SCOPE WITH ENGINEERING DOCUMENTS. K.FULLY-FUNCTIONAL MECHANICAL, ELECTRICAL & PLUMBING FIXTURES. ALL MECHANICAL, ELECTRICAL AND PLUMBING EQUIPMENT IN WORKING AND SATISFACTORY CONDITION SHALL REMAIN AND BE REUSED PER PLANS, U.N.O. VERIFY LOCATIONS OF EXISTING TO REMAIN SYSTEMS AND PROTECT DURING ALL PHASES OF CONSTRUCTION. WHEN SPECIFIED TO SALVAGE OR RECONDITION FOR REUSE, THESE ITEMS SHALL BE INSPECTED BY A QUALIFIED TECHNICIAN OR TRADESPERSON AND SHALL ADVISE THE OWNER OF THE VIABILITY OF ITEM(S) FOR REUSE. COORDINATE ALL M.E.P. SCOPE WITH ENGINEERING DOCUMENTS. L.UTILITY DISCONNECT. GENERAL CONTRACTOR SHALL ARRANGE AND PAY FOR DISCONNECTING, REMOVING AND CAPPING UTILITY SERVICES WITHIN AREAS OF DEMOLITION, DISCONNECT AND STUB-OFF. G.C. SHALL NOTIFY AFFECTED UTILITY COMPANY(S) AND MALL OPERATIONS MANAGER PRIOR AND OBTAIN APPROVAL BEFORE STARTING WORK. M.TEMPORARY CONSTRUCTION BARRICADE. OWNER SHALL COORDINATE BARRICADE AND BARRICADE GRAPHICS W. OPERATIONS MANAGER. GENERAL CONTRACTOR SHALL COORDINATE BARRICADE LOCATION AND INSTALL POLICY WITH MALL OPERATIONS MANAGER. G.C. SHALL PROVIDE TEMPORARY BARRICADE WITH DOUBLE DOORS PER LANDLORD'S INSTRUCTIONS. DO NOT FASTEN TO MALL FINISH MATERIAL. N.REMOVAL OF WASTE. EXCEPT WHERE OTHERWISE NOTED, GENERAL CONTRACTOR SHALL IMMEDIATELY REMOVE FROM SITE AND DISPOSE OF DEMOLISHED MATERIALS. O.ON-SITE BURNING. BURNING OF MATERIALS ON-SITE IS NOT PERMITTED. P.TEMPORARY LIFE SAFETY DEVICES. GENERAL CONTRACTOR SHALL PROVIDE AND MAINTAIN ALL NECESSARY TEMPORARY LIFE SAFETY DEVICES REQUIRED FOR CODE COMPLIANCE PER AHJ. Q.FIRE EXTINGUISHER. A FIRE EXTINGUISHER SHALL BE KEPT ON PREMISES AT ALL TIMES. R.CONCRETE SLAB REPAIR. WHERE EXISTING CONCRETE SLAB REQUIRES PATCHING OR REPAIR, GENERAL CONTRACTOR SHALL MAINTAIN THE EXISTING FIRE-RATING OF SLAB, PATCH WORK TO BE STRUCTURALLY SOUND AND CAPABLE OF SUPPORTING LIVE LOADS FOR MERCANTILE OCCUPANCIES AS PER LOCAL CODES AND JURISDICTION. S.SLAB MOISTURE. GENERAL CONTRACTOR SHALL PERFORM A CALCIUM CHLORIDE TEST ON THE EXIST. SLAB POST-DEMOLITION & NOTIFY ARCHITECT IF ADDITIONAL MOISTURE MIGRATION IS REQ'D. T.DUST MITIGATION. GENERAL CONTRACTOR SHALL COVER RETURN AIR OPENINGS BEFORE AND DURING CONSTRUCTION AS REQUIRED FOR PROPER DUST MITIGATION. U.DAMAGE TO LANDLORD PROPERTY & MATERIALS. PRIOR TO CONCLUSION OF CONSTRUCTION, GENERAL CONTRACTOR SHALL REPAIR ALL AFFECTED LANDLORD PROPERTY DAMAGED DURING TENANT IMPROVEMENT PROJECT. ALL WORK SHALL BE PER LANDLORD SPECIFICATIONS AND TO 'LIKE-NEW' CONDITION. FINAL ACCEPTANCE AND APPROVAL BY LANDLORD. V.EXISTING FIRE-PROOFING & FIRE-STOPPING. ALL FIRE-PROOFING AND FIRE-STOPPING AT STRUCTURAL ELEMENTS, DEMISING WALLS, FLOOR AND CEILING SHALL REMAIN, U.N.O. ANY FIRE-PROOFING REMOVED AND/OR DAMAGED DURING THE COURSE OF DEMOLITION SHALL BE REPLACED, AT THE CONTRACTOR'S EXPENSE, WITH THE SAME MATERIALS AND RATING AS THAT WHICH WAS REMOVED OR REQUIRED BY GOVERNING CODE. W.FLOORCOVERING REMOVAL. WHERE FLOOR COVERING IS NOTED TO BE REMOVED, DEMOLITION CONTRACTOR SHALL REMOVE ALL FLOOR COVERING, FINISHES, UNDERLAYMENT, GLUE AND ANY OTHER ADHESIVES. REMAINING SLAB OR FLOOR SHALL BE PREPARED FOR NEW FLOOR FINISH AS SPECIFIED BY THE MANUFACTURER. COLCOLCOLCOL COL COL COL COL COLCOLCOLCOL 118'-9 1/2" (LEASE LINE) 16 ' - 4 1 / 2 " ( L E A S E L I N E ) 29 ' - 0 " ( L E A S E L I N E ) 118'-9 1/2" (LEASE LINE) 2" 30 ' - 2 " 1 1 / 2 " 30 ' - 4 " 13 ' - 2 1 / 2 " ( L E A S E L I N E ) 2" 1" 3X TYP. 2X TYP. 3X 7D 7D 7D 7D 7D 11D9D 25D11D 10D 1 1 TYP. 2X TYP. 7X 1 TYP. 2X 5X TYP. 23 1 TYP. 5D 5X TYP. 23 4X TYP. 2X1 TYP.TYP. 12X TYPICAL, ENTIRE SPACE 24D 25D11D 24D11D 5X 23 5X 23 3X3X3X 3X 3X 3X D-101 DEMOLITION FLOOR PLAN REV. A B C D E F G H J K L M N P 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 181716151413121110987654321 SHEET TITLE DATE DESCRIPTION THE SHOPS AT SANTA ANITA SHEET NO. 400 S BALDWIN AVE UNIT D9 ARCADIA, CA 91007 LEGO Nelco Architecture, Inc. 201 EAST 4TH STREET SUITE 17 CINCINNATI, OH 45202 513.241.3000 WWW.NELSONWORLDWIDE.COM NELSON PROJECT NUMBER: 24.0002536.000 AUTHORIZED FOR: LANDLORD REVIEW SET- BID & PERMIT SET-12 / 16 / 2024 12 / 16 / 2024 PERMIT SUBMITTAL BLDG DEPT RESPONSE102 / 28 / 2025 BLDG DEPT RESPONSE204 / 25 / 2025 Working Drawing Review These Drawings have been reviewed for general design intent only. All actual field condi�ons are required to be verified by the Tenants Architect and/ or Contractor. Tenants are responsible for complying with all government regula�ons. One (1) copy of this Landlord stamped set of drawings is required to be always kept on the job site. Conditional approval as noted* *ADD NOTE: Protect in place all existing fireproofing on steel columns and beams and patch repair any damage to maintain the fire rating. *ADD NOTE: Protect in place utilities running through the space that service the mall or other tenants in place (including electrical, data and water line.) *ADD NOTE: Protect in place ducting running through the space that service the mall or other tenants in place. *Contractor to hire Landlord mandatory subs including roof, fire sprinkler, fire alarm, structural architect. *HVAC replaced 5/2025 Riderwood USA, Inc. Signed Fernando De Santiago Date 5/5/2025 DEMOLITION REFLECTED CEILING PLANF1 D-102 SCALE: 1/4" = 1'-0" GENERAL NOTES - DEMOLITION CEILING PLAN A.INTENT OF TENANT AREA DEMOLITION SCOPE. DEMOLITION INTENT IS FOR THE ENTIRE SPACE TO BE CLEARED OF ALL PARTITIONS, FIXTURES, FINISHES, STOREFRONT, SIGNAGE, CEILINGS, LIGHTING, ETC. UNLESS NOTED OTHERWISE. THE REMAINING SPACE SHALL CONSIST OF EXISTING DEMISING PARTITIONS, STRIPPED COLUMNS, CONCRETE FLOOR AND EXPOSED UNDERSIDE OF STRUCTURE, UNLESS NOTED OTHERWISE. G.C. SHALL COORDINATE W. ENGINEERING DOCUMENTS TO DETERMINE IF EXISTING EQUIPMENT WILL REMAIN, REQUIRES RELOCATION OR DEMOLITION. B.EXTENT OF WORK AREA. NO WORK SHALL BE PERFORMED OUTSIDE OF LEASE LINE. LEASE LINE IS SHOWN ON PLAN AS ESTIMATION - G.C. SHALL CONFIRM EXTENT W. LANDLORD PRIOR TO WORK COMMENCEMENT. C.WORK BELOW TENANT SPACE. G.C. SHALL COORDINATE ALL WORK BELOW SLAB WITH THE LANDLORD AND AFFECTED TENANT. REFER TO GENERAL NOTE "O" FOR ADDITIONAL INFO. D.DEMOLITION SCOPE COORDINATION W. OWNER/LANDLORD. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION OF DEMOLITION SCOPE EXTENT WITH THE OWNER AND LANDLORD. ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF BOTH PARTIES PRIOR TO FINALIZING THE BID AND COMMENCEMENT OF WORK. COORDINATE ALL DEMOLITION WORK AND PROCEDURES W. TENANT CRITERIA MANUAL. E.ORDERLY DEMOLITION. GENERAL CONTRACTOR SHALL DEMOLISH IN AN ORDERLY AND CAREFUL MANNER AS REQUIRED TO ACCOMMODATE NEW WORK, INCLUDING THAT REQUIRED FOR CONNECTION TO THE EXISTING BUILDING AND STRUCTURE. WHERE REQUIRED, PHASE DEMOLITION IN ACCORDANCE W. CONSTRUCTION SCHEDULE. F.SALVAGED MATERIAL & EQUIPMENT. GENERAL CONTRACTOR SHALL REPAIR AND CLEAN ALL ITEMS NOTED ON PLAN FOR REUSE OR SALVAGING TO 'LIKE-NEW' CONDITION. OWNER SHALL HAVE FINAL DISCRETION ON SALVAGED ITEM'S STATUS. G.MULTIPLE TRADE COORDINATION. DEMOLITION CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING MECHANICAL, ELECTRICAL & PLUMBING WORK SHOWN ON PLANS PRIOR TO START OF ANY WORK & SHALL COORD. W. MANAGEMENT/CONCERNED PARTIES AS REQ'D. H.EXISTING STRUCTURE. G.C. SHALL BE RESPONSIBLE FOR SAFETY AND SUPPORT OF THE EXISTING STRUCTURE AND TAKE PRECAUTIONS TO PREVENT MOVEMENT OR SETTLEMENT OF ANY EXISTING STRUCTURAL COMPONENTS. PROVIDE AND PLACE BRACING OR SHORING AS REQUIRED. G.C. SHALL ASSUME LIABILITY FOR SUCH MOVEMENT, SETTLEMENT, DAMAGE OR INJURY. I.STRUCTURAL INTEGRITY. GENERAL CONTRACTOR SHALL CEASE ALL OPERATIONS IMMEDIATELY AND NOTIFY THE OWNER IF SAFETY OF STRUCTURE APPEARS TO BE ENDANGERED. TAKE ALL NECESSARY PRECAUTIONS TO PROPERLY SUPPORT THE STRUCTURE. DO NOT RESUME WORK UNTIL SAFETY IS RESTORED AND CONFIRMED BY STRUCTURAL ENGINEER. J.MECHANICAL, ELECTRICAL & PLUMBING FIXTURE REMOVAL. EXISTING MECHANICAL, ELECTRICAL AND PLUMBING FIXTURES INDICATED TO BE REMOVED SHALL BE DISCONNECTED AT THE SOURCE, U.N.O. VERIFY THE LOCATIONS OF ANY MECHANICAL, ELECTRICAL AND PLUMBING SYSTEMS TO REMAIN AND PROTECT DURING ALL PHASES OF CONSTRUCTION. ALL EMPTY OR ABANDONED LINES SHALL BE REMOVED AND CAPPED AS CLOSE TO SOURCE AS POSSIBLE - NO UTILITY LINES ARE PERMITTED TO BE ABANDONED WITHIN TENANT SPACE. ALL SERVICE LINES AND CAPPING LOCATIONS SHALL BE MARKED BY CONTRACTOR ON THE PROJECT RECORD DOCUMENTS. COORDINATE ALL M.E.P. SCOPE WITH ENGINEERING DOCUMENTS. K.FULLY-FUNCTIONAL MECHANICAL, ELECTRICAL & PLUMBING FIXTURES. ALL MECHANICAL, ELECTRICAL AND PLUMBING EQUIPMENT IN WORKING AND SATISFACTORY CONDITION SHALL REMAIN AND BE REUSED PER PLANS, U.N.O. VERIFY LOCATIONS OF EXISTING TO REMAIN SYSTEMS AND PROTECT DURING ALL PHASES OF CONSTRUCTION. WHEN SPECIFIED TO SALVAGE OR RECONDITION FOR REUSE, THESE ITEMS SHALL BE INSPECTED BY A QUALIFIED TECHNICIAN OR TRADESPERSON AND SHALL ADVISE THE OWNER OF THE VIABILITY OF ITEM(S) FOR REUSE. COORDINATE ALL M.E.P. SCOPE WITH ENGINEERING DOCUMENTS. L.UTILITY DISCONNECT. GENERAL CONTRACTOR SHALL ARRANGE AND PAY FOR DISCONNECTING, REMOVING AND CAPPING UTILITY SERVICES WITHIN AREAS OF DEMOLITION, DISCONNECT AND STUB-OFF. G.C. SHALL NOTIFY AFFECTED UTILITY COMPANY(S) AND MALL OPERATIONS MANAGER PRIOR AND OBTAIN APPROVAL BEFORE STARTING WORK. M.TEMPORARY CONSTRUCTION BARRICADE. OWNER SHALL COORDINATE BARRICADE AND BARRICADE GRAPHICS W. OPERATIONS MANAGER. GENERAL CONTRACTOR SHALL COORDINATE BARRICADE LOCATION AND INSTALL POLICY WITH MALL OPERATIONS MANAGER. G.C. SHALL PROVIDE TEMPORARY BARRICADE WITH DOUBLE DOORS PER LANDLORD'S INSTRUCTIONS. DO NOT FASTEN TO MALL FINISH MATERIAL. N.REMOVAL OF WASTE. EXCEPT WHERE OTHERWISE NOTED, GENERAL CONTRACTOR SHALL IMMEDIATELY REMOVE FROM SITE AND DISPOSE OF DEMOLISHED MATERIALS. O.ON-SITE BURNING. BURNING OF MATERIALS ON-SITE IS NOT PERMITTED. P.TEMPORARY LIFE SAFETY DEVICES. GENERAL CONTRACTOR SHALL PROVIDE AND MAINTAIN ALL NECESSARY TEMPORARY LIFE SAFETY DEVICES REQUIRED FOR CODE COMPLIANCE PER AHJ. Q.FIRE EXTINGUISHER. A FIRE EXTINGUISHER SHALL BE KEPT ON PREMISES AT ALL TIMES. R.CONCRETE SLAB REPAIR. WHERE EXISTING CONCRETE SLAB REQUIRES PATCHING OR REPAIR, GENERAL CONTRACTOR SHALL MAINTAIN THE EXISTING FIRE-RATING OF SLAB, PATCH WORK TO BE STRUCTURALLY SOUND AND CAPABLE OF SUPPORTING LIVE LOADS FOR MERCANTILE OCCUPANCIES AS PER LOCAL CODES AND JURISDICTION. S.SLAB MOISTURE. GENERAL CONTRACTOR SHALL PERFORM A CALCIUM CHLORIDE TEST ON THE EXIST. SLAB POST-DEMOLITION & NOTIFY ARCHITECT IF ADDITIONAL MOISTURE MIGRATION IS REQ'D. T.DUST MITIGATION. GENERAL CONTRACTOR SHALL COVER RETURN AIR OPENINGS BEFORE AND DURING CONSTRUCTION AS REQUIRED FOR PROPER DUST MITIGATION. U.DAMAGE TO LANDLORD PROPERTY & MATERIALS. PRIOR TO CONCLUSION OF CONSTRUCTION, GENERAL CONTRACTOR SHALL REPAIR ALL AFFECTED LANDLORD PROPERTY DAMAGED DURING TENANT IMPROVEMENT PROJECT. ALL WORK SHALL BE PER LANDLORD SPECIFICATIONS AND TO 'LIKE-NEW' CONDITION. FINAL ACCEPTANCE AND APPROVAL BY LANDLORD. V.EXISTING FIRE-PROOFING & FIRE-STOPPING. ALL FIRE-PROOFING AND FIRE-STOPPING AT STRUCTURAL ELEMENTS, DEMISING WALLS, FLOOR AND CEILING SHALL REMAIN, U.N.O. ANY FIRE-PROOFING REMOVED AND/OR DAMAGED DURING THE COURSE OF DEMOLITION SHALL BE REPLACED, AT THE CONTRACTOR'S EXPENSE, WITH THE SAME MATERIALS AND RATING AS THAT WHICH WAS REMOVED OR REQUIRED BY GOVERNING CODE. W.FLOORCOVERING REMOVAL. WHERE FLOORCOVERING IS NOTED TO BE REMOVED, DEMOLITION CONTRACTOR SHALL REMOVE ALL FLOORCOVERING, FINISHES, UNDERLAYMENT, GLUE AND ANY OTHER ADHESIVES. REMAINING SLAB OR FLOOR SHALL BE PREPARED FOR NEW FLOOR FINISH AS SPECIFIED BY THE MANUFACTURER. SYMBOLS LEGEND - DEMOLITION CEILING PLANLANDLORD NOTES & COMMENTS KEYED NOTES - DEMOLITION CEILING PLAN LEASE LINE. LOCATION OF LEASE LINE PER LANDLORD PROVIDED LOD PLANS. EXISTING DEMISING WALL. EXISTING DEMISING WALL TO REMAIN. PROTECT DURING ALL PHASES OF CONSTRUCTION. REFER TO GENERAL NOTES FOR ADDITIONAL INFORMATION REGARDING FIRE-PROOFING AT DEMISING WALL. EXISTING COLUMN. EXISTING COLUMN TO REMAIN. PROTECT DURING ALL PHASES OF CONSTRUCTION. REFER TO GENERAL NOTES FOR ADDITIONAL INFORMATION REGARDING FIRE-PROOFING AT COLUMNS, IF APPLICABLE. EXISTING NEUTRAL PIER. EXISTING MALL NEUTRAL PIER TO REMAIN. PROTECT DURING ALL PHASES OF CONSTRUCTION. DEMOLISH NEUTRAL PIER. DEMOLISH NEUTRAL PIER. REFER TO CONSTRUCTION PLAN FOR NEW SCOPE. EXISTING STOREFRONT SYSTEM. EXISTING STOREFRONT SYSTEM TO REMAIN. PROTECT DURING ALL PHASES OF CONSTRUCTION. REFER TO ELEVATION FOR ADDITIONAL SCOPE. DEMOLISH STOREFRONT SYSTEM. DEMOLISH STOREFRONT SYSTEM AS INDICATED. REFER TO CONSTRUCTION PLAN AND STOREFRONT DETAILS FOR NEW SCOPE. EXISTING WINDOW & FRAME. EXISTING WINDOW AND FRAME TO REMAIN. PROTECT DURING ALL PHASES OF CONSTRUCTION. REFER TO ELEVATION FOR ADDITIONAL SCOPE. DEMOLISH WINDOW & FRAME. DEMOLISH EXISTING WINDOW AND FRAME AS INDICATED. REFER TO CONSTRUCTION PLAN FOR ADDITIONAL SCOPE AT OPENING. EXISTING DOOR & FRAME. EXISTING DOOR AND FRAME TO REMAIN. PROTECT DURING ALL PHASES OF CONSTRUCTION. REFER TO ELEVATION AND DOOR SCHEDULE FOR ADDITIONAL SCOPE. DEMOLISH DOOR & FRAME. DEMOLISH DOOR AND FRAME. REFER TO CONSTRUCTION PLAN FOR ADDITIONAL SCOPE AT OPENING. TEMPORARY CONSTRUCTION BARRICADE. DASHED LINE REPRESENTS INTENT OF TEMPORARY CONSTRUCTION BARRICADE. PROVIDE LOCKABLE DOUBLE DOORS. REFER TO BARRICADE DETAILS FOR ADDITIONAL INFORMATION. COORDINATE BARRICADE & GRAPHICS W. LANDLORD'S ON-SITE REPRESENTATIVE. EXISTING PLUMBING FIXTURE / EQUIPMENT. EXISTING PLUMBING FIXTURE OR EQUIPMENT TO REMAIN. PROTECT DURING ALL PHASES OF CONSTRUCTION. DEMOLISH PLUMBING FIXTURE / EQUIPMENT. DEMOLISH PLUMBING FIXTURE OR EQUIPMENT AS INDICATED. CAP LINE PER GENERAL NOTES. REFER TO CONSTRUCTION PLAN AND MEP DRAWINGS FOR ADDITIONAL INFORMATION AND POTENTIAL REUSE. EXISTING TOILET ROOM ACCESSORIES. EXISTING WALL-MOUNTED TOILET ROOM ACCESSORY ITEM(S) TO REMAIN. PROTECT DURING ALL PHASES OF CONSTRUCTION. DEMOLISH TOILET ROOM ACCESSORIES. DEMOLISH WALL-MOUNTED TOILET ROOM ACCESSORY ITEM(S) AS SHOWN. EXISTING FLOORCOVERING. EXISTING FLOORCOVERING TO REMAIN. PROTECT DURING ALL PHASES OF CONSTRUCTION. DEMOLISH FLOORCOVERING. DEMOLISH FLOORCOVERING DOWN TO SLAB OR STRUCTURAL LAYER. PATCH AND PREPARE REMAINING SUBSTRATE AS REQUIRED TO PROVIDE PROPER SUBSTRATE FOR NEW FINISH. REFER TO FINISH PLAN FOR ADDITIONAL INFORMATION. EXISTING ELECTRICAL EQUIPMENT. EXISTING ELECTRICAL EQUIPMENT TO REMAIN. PROTECT DURING ALL PHASES OF CONSTRUCTION. DEMOLISH ELECTRICAL EQUIPMENT. DEMOLISH ELECTRICAL EQUIPMENT OR ITEM. PULL WIRES BACK TO SOURCE AND CAP. EXISTING CONSTRUCTION JOINT. EXISTING CONSTRUCTION JOINT TO REMAIN. CONTRACTOR TO CONFIRM EXACT LOCATION. PROTECT DURING ALL PHASES OF CONSTRUCTION. EXISTING LIFE SAFETY / FIRE PREVENTION EQUIPMENT. EXISTING LIFE SAFETY / FIRE PREVENTION EQUIPMENT TO REMAIN. PROTECT DURING ALL PHASES OF CONSTRUCTION. DEMOLISH LIFE SAFETY / FIRE PREVENTION EQUIPMENT. DEMOLISH LIFE SAFETY / FIRE PREVENTION ITEM OR EQUIPMENT. PATCH AND PREPARE AFFECTED SURFACES AS REQUIRED TO PROVIDE PROPER SUBSTRATE FOR NEW FINISH. EXISTING EXTERIOR LIGHTING. EXISTING EXTERIOR LIGHTING TO REMAIN. REPAIR TO LIKE-NEW CONDITION. PROTECT DURING ALL PHASES OF CONSTRUCTION. DEMOLISH EXTERIOR LIGHTING. DEMOLISH EXTERIOR LIGHTING AS SHOWN. PULL WIRES BACK TO SOURCE AND CAP. DEMOLISH EXTERIOR AWNING. REMOVE AWNING & METAL FRAME SYSTEM. PATCH AND PREPARE REMAINING SURFACES AS REQUIRED TO RECEIVE NEW FINISH. EXISTING CEILING SYSTEM. EXISTING CEILING SYSTEM TO REMAIN. PATCH AND PREPARE AS REQUIRED FOR NEW FINISH - REFER TO REFLECTED CEILING PLAN FOR ADDITIONAL INFO. DEMOLISH CEILING & EQUIPMENT. DEMOLISH CEILING SYSTEM, SOFFITS, LIGHTING, HVAC DUCTWORK, DIFFUSERS, SUPPLIES, ETC. IN ITS ENTIRETY THROUGHOUT AREA INDICATED. EXISTING FIRE SPRINKLER LINES. EXISTING FIRE SPRINKLER LINES SHALL BE REMOVED, REUSED OR RELOCATED AS REQUIRED. REFER TO FIRE PROTECTION PLANS FOR ADDITIONAL INFO. 1 2X 3X 4X 4D 5X 5D 6X 6D 7X 7D 8 9X 9D 10X 10D 11X 11D 12X 12D 13X 14X 14D 15X 15D 16D 17X 17D 18R EXISTING GLASS AT STOREFRONT SOFFIT. EXISTING GLASS AT STOREFRONT SOFFIT TO BE REMOVED. SEE ELEVATIONS AND SECTIONS SHEET A-301.19D DEMOLISH STOREFRONT SOFFIT FOR NEW SCOPE. PARTIALLY DEMOLISH STOREFRONT HEADER AS REQUIRED TO ACHIEVE HEIGHT INDICATED IN NEW DESIGN.20D DEMOLISH SIGNAGE. DEMOLISH EXISTING SIGNAGE AND MOUNTING CONSTRUCTION. RETAIN ELECTRICAL FOR REUSE AT NEW SIGNAGE. PATCH AND PREPARE SURFACE AS REQUIRED TO PROVIDE PROPER SUBSTRATE FOR NEW FINISH. 21D EXISTING PARTITION / DEMISING WALL TO REMAIN. PROTECT DURING ALL PHASES OF PROTECTION. PATCH & PREPARE AS REQUIRED TO RECEIVE NEW FINISH. EXISTING CONCRETE OR MASONRY WALL TO REMAIN. PROTECT DURING ALL PHASES OF PROTECTION. REMOVE PARTITION, MILLWORK OR EQUIPMENT AS SHOWN. DASHED LINE REPRESENTS ITEM TO BE DEMOLISHED. LEASE LINE. LOCATION OF LEASE LINE PER LANDLORD PROVIDED LOD & TO BE CONFIRMED BY CONTRACTOR IN FIELD. REMOVE DOOR & FRAME. DEMOLISH DOOR & FRAME. PATCH & PREPARE REMAINING PARTITION(S) AS REQUIRED. TEMPORARY CONSTRUCTION BARRICADE. BARRICADE SHOWN FOR DIAGRAMMATIC PURPOSES. REFER TO SHEET D-103 AND KEYED NOTE #8 ON THIS SHEET FOR ADDITIONAL INFO. 16X EXISTING EXTERIOR AWNING. EXISTING METAL STRUCTURE OF AWNING SYSTEM TO REMAIN. REMOVE AWNING FABRIC AND PREP STRUCTURE FOR NEW MATERIAL. NORTH EXISTING RESTROOM EXISTING BOH AREA EXISTING HALL EXISTING EXIT LIGHTS. EXISTING EXIT LIGHTS TO BE REMOVED,REUSED OR RELOCATED AS REQUIRED22D TEMPORARY WINDOW GRAPHIC. INSTALL TEMPORARY WINDOW-ADHERED GRAPHIC AS REQUIRED TO BLOCK VIEWS INTO SPACE THROUGHOUT CONSTRUCTION. AT CONCLUSION OF PROJECT, REMOVE AND PROFESSIONALLY CLEAN WINDOW. DESIGN SHOWN IS REPRESENTATIONAL ONLY; ACTUAL DESIGN FORTHCOMING (BY LEGO) AND SHALL BE APPROVED BY LANDLORD PRIOR TO FABRICATION AND INSTALLATION. 23 17D14D 18R 17D 14D 18R TYPICAL, ENTIRE SPACE TYPICAL, ENTIRE SPACE EX I T EX I T COLCOLCOLCOL COL COL COL COL COLCOLCOLCOL 118'-9 1/2" (LEASE LINE) 16 ' - 4 1 / 2 " ( L E A S E L I N E ) 29 ' - 0 " ( L E A S E L I N E ) 118'-9 1/2" (LEASE LINE) 2" 30 ' - 2 " 1 1 / 2 " 30 ' - 4 " 13 ' - 2 1 / 2 " ( L E A S E L I N E ) 2" 1" 3X 2X 1 TYP. 3X TYP.4X 5X 5X 17D 18R TYPICAL, ENTIRE SPACE 14D 15D 20D TYP. TYP. TYP. 1 1 TYP. 2X TYP. 1 TYP. 2X 2X1 TYP.TYP. TYP. TYP. TYP. TYP. 17D 14D 18R 22D EXISTING SALES FLOOR 17D 22D14D18R 5X 5X 3X D-102 DEMOLITION REFLECTED CEILING PLAN REV. A B C D E F G H J K L M N P 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 181716151413121110987654321 SHEET TITLE DATE DESCRIPTION THE SHOPS AT SANTA ANITA SHEET NO. 400 S BALDWIN AVE UNIT D9 ARCADIA, CA 91007 LEGO Nelco Architecture, Inc. 201 EAST 4TH STREET SUITE 17 CINCINNATI, OH 45202 513.241.3000 WWW.NELSONWORLDWIDE.COM NELSON PROJECT NUMBER: 24.0002536.000 AUTHORIZED FOR: LANDLORD REVIEW SET- BID & PERMIT SET-12 / 16 / 2024 12 / 16 / 2024 PERMIT SUBMITTAL BLDG DEPT RESPONSE102 / 28 / 2025 BLDG DEPT RESPONSE204 / 25 / 2025 Working Drawing Review These Drawings have been reviewed for general design intent only. All actual field condi�ons are required to be verified by the Tenants Architect and/ or Contractor. Tenants are responsible for complying with all government regula�ons. One (1) copy of this Landlord stamped set of drawings is required to be always kept on the job site. Conditional approval as noted* *ADD NOTE: Protect in place all existing fireproofing on steel columns and beams and patch repair any damage to maintain the fire rating. *ADD NOTE: Protect in place utilities running through the space that service the mall or other tenants in place (including electrical, data and water line.) *ADD NOTE: Protect in place ducting running through the space that service the mall or other tenants in place. *Contractor to hire Landlord mandatory subs including roof, fire sprinkler, fire alarm, structural architect. *HVAC replaced 5/2025 Riderwood USA, Inc. Signed Fernando De Santiago Date 5/5/2025 SCALE: ENLARGED PLAN AT STOREFRONT / ENTRYA1 1/2" = 1'-0" ELEVEVATION AT STOREFRONT / ENTRYE1 D-103 SCALE: 1/2" = 1'-0" OPEN TO STORE INTERIOR COL COL COL COL COL COL B.O. MALL BULKHEAD 13'-9 1/2" A.F.F. T.O. STOREFRONT 10'-0 1/2" A.F.F. FINISHED FLOOR 0'-0 " A.F.F. 2X 2X 5X5X8 5X5X TYPICAL 8 TYPICAL 11X TYPICAL 17X 11D TYPICAL 16D ABOVE 16D 17X TYPICAL 21D A.ELECTRICAL ENGINEERING DRAWINGS. REFER TO THE ENGINEERED ELECTRICAL DRAWINGS FOR ADDITIONAL INFORMATION AND SPECIFICATIONS, INCLUDING CIRCUITING AND WIRING SPECIFICATIONS. REFER TO PLAN ON THIS SHEET FOR LOCATION OF ELECTRICAL RECEPTACLES, DATA, ETC. B.ELECTRICAL COMPLIANCE ALL ELECTRICAL WORK SHALL COMPLY WITH ALL LOCAL CODES AND RULES/REGULATIONS OF AUTHORITY HAVING JURISDICTION. C.CENTER RECEPTACLES. ALL ELECTRICAL RECEPTACLES SHALL BE CENTERED BEHIND / UNDER THE FIXTURE BEING SERVICED, U.N.O. ALL RECEPTACLES NOT DIMENSIONED SHALL BE CENTERED ON WALL SHOWN. D.FLOOR-RECESSED POWER. REFER TO FLOOR PENETRATION PLAN FOR LOCATION OF FLOOR-RECESSED ELECTRICAL ITEMS. E.OUTLET COVERS. ALL WALL OUTLETS & SWITCHES SHALL BE WHITE FINISH, U.N.O. F.TAMPER-PROOF RECEPTACLES. ALL OUTLET RECEPTACLES INSTALLED IN SALES FLOOR WALLS SHALL BE TAMPER-PROOF IF RECEPTACLE IS BELOW 72" A.F.F. AND NOT LOCATED BEHIND FIXTURES. G.± DIMENSIONS. IF ANY ± DIMENSIONS VARY MORE THAN 2", NOTIFY THE ARCHITECT PRIOR TO PROCEEDING WITH WORK. H.OUTLET ORIENTATION. ALL WALL-RECESSED DUPLEX OUTLETS INSTALLED BELOW 30" SHALL BE MOUNTED VERTICALLY. ALL WALL-RECESSED DUPLEX OUTLETS INSTALLED ABOVE 30" SHALL BE MOUNTED HORIZONTALLY. I.POWER AT EQUIPMENT. CONFIRM POWER REQUIREMENTS FOR ALL EQUIPMENTS AND INSTALL OUTLETS AS DIRECTED BY MANUFACTURER'S SPECIFICATIONS IF IN CONFLICT WITH LOCATIONS SHOWN ON PLAN. J.LIGHT SWITCHES. ALL LIGHT SWITCHES AND COVER PLATES SHALL BE WHITE FINISH, U.N.O. K.ABANDONED UTILITIES. DO NOT CAP ELECTRICAL LINES NOT SCHEDULED FOR REUSE. ABANDONED UTILITIES MUST BE REMOVED BACK TO SOURCE OR NEAREST MAIN. LEASE LINE. LOCATION OF LEASE LINE PER LANDLORD PROVIDED LOD PLANS.1 GENERAL NOTES LANDLORD NOTES & COMMENTS KEYED NOTES EXISTING DEMISING WALL. EXISTING DEMISING WALL TO REMAIN. PROTECT DURING ALL PHASES OF CONSTRUCTION. REFER TO GENERAL NOTES FOR ADDITIONAL INFORMATION REGARDING FIRE-PROOFING AT DEMISING WALL. EXISTING COLUMN. EXISTING COLUMN TO REMAIN. PROTECT DURING ALL PHASES OF CONSTRUCTION. REFER TO GENERAL NOTES FOR ADDITIONAL INFORMATION REGARDING FIRE-PROOFING AT COLUMNS, IF APPLICABLE. EXISTING NEUTRAL PIER. EXISTING MALL NEUTRAL PIER TO REMAIN. PROTECT DURING ALL PHASES OF CONSTRUCTION. DEMOLISH NEUTRAL PIER. DEMOLISH NEUTRAL PIER. REFER TO CONSTRUCTION PLAN FOR NEW SCOPE. EXISTING STOREFRONT SYSTEM. EXISTING STOREFRONT SYSTEM TO REMAIN. PROTECT DURING ALL PHASES OF CONSTRUCTION. REFER TO ELEVATION FOR ADDITIONAL SCOPE. DEMOLISH STOREFRONT SYSTEM. DEMOLISH STOREFRONT SYSTEM AS INDICATED. REFER TO CONSTRUCTION PLAN AND STOREFRONT DETAILS FOR NEW SCOPE. EXISTING WINDOW & FRAME. EXISTING WINDOW AND FRAME TO REMAIN. PROTECT DURING ALL PHASES OF CONSTRUCTION. REFER TO ELEVATION FOR ADDITIONAL SCOPE. DEMOLISH WINDOW & FRAME. DEMOLISH EXISTING WINDOW AND FRAME AS INDICATED. REFER TO CONSTRUCTION PLAN FOR ADDITIONAL SCOPE AT OPENING. EXISTING DOOR & FRAME. EXISTING DOOR AND FRAME TO REMAIN. PROTECT DURING ALL PHASES OF CONSTRUCTION. REFER TO ELEVATION AND DOOR SCHEDULE FOR ADDITIONAL SCOPE. DEMOLISH DOOR & FRAME. DEMOLISH DOOR AND FRAME. REFER TO CONSTRUCTION PLAN FOR ADDITIONAL SCOPE AT OPENING. TEMPORARY CONSTRUCTION BARRICADE. REUSE EXISTING TEMPORARY CONSTRUCTION BARRICADE. PROVIDE LOCKABLE DOUBLE DOORS. REFER TO BARRICADE DETAILS FOR ADDITIONAL INFORMATION. COORDINATE BARRICADE & GRAPHICS W. LANDLORD'S ON-SITE REPRESENTATIVE. EXISTING PLUMBING FIXTURE / EQUIPMENT. EXISTING PLUMBING FIXTURE OR EQUIPMENT TO REMAIN. PROTECT DURING ALL PHASES OF CONSTRUCTION. DEMOLISH PLUMBING FIXTURE / EQUIPMENT. DEMOLISH PLUMBING FIXTURE OR EQUIPMENT AS INDICATED. CAP LINE PER GENERAL NOTES. REFER TO CONSTRUCTION PLAN AND MEP DRAWINGS FOR ADDITIONAL INFORMATION AND POTENTIAL REUSE. EXISTING TOILET ROOM ACCESSORIES. EXISTING WALL-MOUNTED TOILET ROOM ACCESSORY ITEM(S) TO REMAIN. PROTECT DURING ALL PHASES OF CONSTRUCTION. DEMOLISH TOILET ROOM ACCESSORIES. DEMOLISH WALL-MOUNTED TOILET ROOM ACCESSORY ITEM(S) AS SHOWN. EXISTING FLOORCOVERING. EXISTING FLOORCOVERING TO REMAIN. PROTECT DURING ALL PHASES OF CONSTRUCTION. DEMOLISH FLOORCOVERING. DEMOLISH FLOORCOVERING DOWN TO SLAB OR STRUCTURAL LAYER. PATCH AND PREPARE REMAINING SUBSTRATE AS REQUIRED TO PROVIDE PROPER SUBSTRATE FOR NEW FINISH. REFER TO FINISH PLAN FOR ADDITIONAL INFORMATION. EXISTING ELECTRICAL EQUIPMENT. EXISTING ELECTRICAL EQUIPMENT TO REMAIN. PROTECT DURING ALL PHASES OF CONSTRUCTION. DEMOLISH ELECTRICAL EQUIPMENT. DEMOLISH ELECTRICAL EQUIPMENT OR ITEM. PULL WIRES BACK TO SOURCE AND CAP. EXISTING CONSTRUCTION JOINT. EXISTING CONSTRUCTION JOINT TO REMAIN. CONTRACTOR TO CONFIRM EXACT LOCATION. PROTECT DURING ALL PHASES OF CONSTRUCTION. EXISTING LIFE SAFETY / FIRE PREVENTION EQUIPMENT. EXISTING LIFE SAFETY / FIRE PREVENTION EQUIPMENT TO REMAIN. PROTECT DURING ALL PHASES OF CONSTRUCTION. DEMOLISH LIFE SAFETY / FIRE PREVENTION EQUIPMENT. DEMOLISH LIFE SAFETY / FIRE PREVENTION ITEM OR EQUIPMENT. PATCH AND PREPARE AFFECTED SURFACES AS REQUIRED TO PROVIDE PROPER SUBSTRATE FOR NEW FINISH. EXISTING EXTERIOR LIGHTING. EXISTING EXTERIOR LIGHTING TO REMAIN. REPAIR TO LIKE-NEW CONDITION. PROTECT DURING ALL PHASES OF CONSTRUCTION. DEMOLISH EXTERIOR LIGHTING. DEMOLISH EXTERIOR LIGHTING AS SHOWN. PULL WIRES BACK TO SOURCE AND CAP. DEMOLISH EXTERIOR AWNING. REMOVE AWNING & METAL FRAME SYSTEM. PATCH AND PREPARE REMAINING SURFACES AS REQUIRED TO RECEIVE NEW FINISH. EXISTING CEILING SYSTEM. EXISTING CEILING SYSTEM TO REMAIN. PATCH AND PREPARE AS REQUIRED FOR NEW FINISH - REFER TO REFLECTED CEILING PLAN FOR ADDITIONAL INFO. DEMOLISH CEILING & EQUIPMENT. DEMOLISH CEILING SYSTEM, SOFFITS, LIGHTING, HVAC DUCTWORK, DIFFUSERS, SUPPLIES, ETC. IN ITS ENTIRETY THROUGHOUT AREA INDICATED. EXISTING FIRE SPRINKLER LINES. EXISTING FIRE SPRINKLER LINES SHALL BE REMOVED, REUSED OR RELOCATED AS REQUIRED. REFER TO FIRE PROTECTION PLANS FOR ADDITIONAL INFO. 2X 3X 4X 4D 5X 5D 6X 6D 7X 7D 8 9X 9D 10X 10D 11X 11D 12X 12D 13X 14X 14D 15X 15D 16D 17X 17D 18R EXISTING GLASS AT STOREFRONT SOFFIT. EXISTING GLASS AT STOREFRONT SOFFIT TO BE REMOVED. SEE ELEVATIONS AND SECTIONS SHEET A-301.19D EXISTING STOREFRONT SOFFIT / HEADER. EXISTING STOREFRONT SOFFIT / HEADER TO BE REMOVED. RETAIN STRUCTURAL ELEMENTS WHERE POSSIBLE. SEE SECTIONS SHEET A-301.20D DEMOLISH SIGNAGE. DEMOLISH EXISTING SIGNAGE AND MOUNTING CONSTRUCTION. RETAIN ELECTRICAL FOR REUSE AT NEW SIGNAGE. PATCH AND PREPARE SURFACE AS REQUIRED TO PROVIDE PROPER SUBSTRATE FOR NEW FINISH. 21D TEMPORARY WINDOW GRAPHIC. INSTALL TEMPORARY WINDOW-ADHERED GRAPHIC AS REQUIRED TO BLOCK VIEWS INTO SPACE THROUGHOUT CONSTRUCTION. AT CONCLUSION OF PROJECT, REMOVE AND PROFESSIONALLY CLEAN WINDOW. DESIGN SHOWN IS REPRESENTATIONAL ONLY; ACTUAL DESIGN FORTHCOMING (BY LEGO) AND SHALL BE APPROVED BY LANDLORD PRIOR TO FABRICATION AND INSTALLATION. 22 EXISTING CORRUGATED METAL SIDING AT FACADE. EXISTING CORRUGATED METAL SIDING AT FACADE TO REMAIN - PROTECT DURING ALL PHASES OF CONSTRUCTION.23 EXISTING BRICK AT FACADE. EXISTING BRICK AT FACADE TO REMAIN - PROTECT DURING ALL PHASES OF CONSTRUCTION.24 SCALE: SIDE ELEVATION AT TEMPORARY CONSTRUCTION BARRICADEL7 1/4" = 1'-0" SCALE: SIDE ELEV. AT TEMP. CONSTRUCTION BARRICADE L1 1/4" = 1'-0" SCALE: SIDE ELEV. AT TEMP. CONSTRUCTION BARRICADE L4 1/4" = 1'-0" A.ELECTRICAL ENGINEERING DRAWINGS. REFER TO THE ENGINEERED ELECTRICAL DRAWINGS FOR ADDITIONAL INFORMATION AND SPECIFICATIONS, INCLUDING CIRCUITING AND WIRING SPECIFICATIONS. REFER TO PLAN ON THIS SHEET FOR LOCATION OF ELECTRICAL RECEPTACLES, DATA, ETC. B.ELECTRICAL COMPLIANCE ALL ELECTRICAL WORK SHALL COMPLY WITH ALL LOCAL CODES AND RULES/REGULATIONS OF AUTHORITY HAVING JURISDICTION. C.CENTER RECEPTACLES. ALL ELECTRICAL RECEPTACLES SHALL BE CENTERED BEHIND / UNDER THE FIXTURE BEING SERVICED, U.N.O. ALL RECEPTACLES NOT DIMENSIONED SHALL BE CENTERED ON WALL SHOWN. D.FLOOR-RECESSED POWER. REFER TO FLOOR PENETRATION PLAN FOR LOCATION OF FLOOR-RECESSED ELECTRICAL ITEMS. E.OUTLET COVERS. ALL WALL OUTLETS & SWITCHES SHALL BE WHITE FINISH, U.N.O. F.TAMPER-PROOF RECEPTACLES. ALL OUTLET RECEPTACLES INSTALLED IN SALES FLOOR WALLS SHALL BE TAMPER-PROOF IF RECEPTACLE IS BELOW 72" A.F.F. AND NOT LOCATED BEHIND FIXTURES. G.± DIMENSIONS. IF ANY ± DIMENSIONS VARY MORE THAN 2", NOTIFY THE ARCHITECT PRIOR TO PROCEEDING WITH WORK. H.OUTLET ORIENTATION. ALL WALL-RECESSED DUPLEX OUTLETS INSTALLED BELOW 30" SHALL BE MOUNTED VERTICALLY. ALL WALL-RECESSED DUPLEX OUTLETS INSTALLED ABOVE 30" SHALL BE MOUNTED HORIZONTALLY. I.POWER AT EQUIPMENT. CONFIRM POWER REQUIREMENTS FOR ALL EQUIPMENTS AND INSTALL OUTLETS AS DIRECTED BY MANUFACTURER'S SPECIFICATIONS IF IN CONFLICT WITH LOCATIONS SHOWN ON PLAN. J.LIGHT SWITCHES. ALL LIGHT SWITCHES AND COVER PLATES SHALL BE WHITE FINISH, U.N.O. K.ABANDONED UTILITIES. DO NOT CAP ELECTRICAL LINES NOT SCHEDULED FOR REUSE. ABANDONED UTILITIES MUST BE REMOVED BACK TO SOURCE OR NEAREST MAIN. LEASE LINE. LOCATION OF LEASE LINE PER LANDLORD PROVIDED LOD PLANS.1 GENERAL NOTES KEYED NOTES EXISTING DEMISING WALL. EXISTING DEMISING WALL TO REMAIN. PROTECT DURING ALL PHASES OF CONSTRUCTION. REFER TO GENERAL NOTES FOR ADDITIONAL INFORMATION REGARDING FIRE-PROOFING AT DEMISING WALL. EXISTING COLUMN. EXISTING COLUMN TO REMAIN. PROTECT DURING ALL PHASES OF CONSTRUCTION. REFER TO GENERAL NOTES FOR ADDITIONAL INFORMATION REGARDING FIRE-PROOFING AT COLUMNS, IF APPLICABLE. EXISTING NEUTRAL PIER. EXISTING MALL NEUTRAL PIER TO REMAIN. PROTECT DURING ALL PHASES OF CONSTRUCTION. DEMOLISH NEUTRAL PIER. DEMOLISH NEUTRAL PIER. REFER TO CONSTRUCTION PLAN FOR NEW SCOPE. EXISTING STOREFRONT SYSTEM. EXISTING STOREFRONT SYSTEM TO REMAIN. PROTECT DURING ALL PHASES OF CONSTRUCTION. REFER TO ELEVATION FOR ADDITIONAL SCOPE. DEMOLISH STOREFRONT SYSTEM. DEMOLISH STOREFRONT SYSTEM AS INDICATED. REFER TO CONSTRUCTION PLAN AND STOREFRONT DETAILS FOR NEW SCOPE. EXISTING WINDOW & FRAME. EXISTING WINDOW AND FRAME TO REMAIN. PROTECT DURING ALL PHASES OF CONSTRUCTION. REFER TO ELEVATION FOR ADDITIONAL SCOPE. 2X 3X 4X 4D 5X 5D 6X ENSURE 10'-0" MIN. CLEARANCE TO MALL OBSTRUCTIONS TENANT'S LEASED SPACE MALL COMMON AREA DETAIL INTENDED FOR DESIGN INTENT ONLY; ACTUAL SITE CONDITIONS MAY VARY; TENANT G.C. SHALL VERIFY RESPONSIBILITIES AND ALL REQUIREMENTS WITH LANDLORD PRIOR TO BID 34" PLYWOOD TAPED & BEDDED JOINTS TO PREVENT DUST PASS-THRU w/ TWO COATS PAINT (COLOR AS DIRECTED BY LL) 34" PLYWOOD TAPED & BEDDED JOINTS TO PREVENT DUST PASS-THRU w/ TWO COATS PAINT (COLOR AS DIRECTED BY LL) 2x4 PLATE. SECURE TO PLYWOOD FROM UNDERSIDE. NAIL OR SCREWS TO BE FLUSH SET MALL TILE LEASE LINE 3 4" PLYWOOD INSULATED OVER 1/2" HOMASOTE PANEL 2x4 STOP; SECURE TO CONC. SLAB 3 5 8" METAL STUDS @ 24" O.C. SUPPORT KICKERS AS REQ. GC TO COORDINATE FINAL INSTALLATION PLACEMENT OF BARRICADE WITH LANDLORD PRIOR TO INSTALLATION. CONSTRUCTION PAPER TO BE LAID OVER MALL COMMON AREA TILE PRIOR TO INSTALLATION OF HOMOSOTE AND PLYWOOD PROTECTION SOFFIT SCALE: TYPICAL SECTION AT CONSTRUCTION BARRICADE L13 1/4" = 1'-0" ±8 ' - 0 1 / 4 " 4' - 0 " ±1 3 ' - 9 " ±30'-6" ±8 ' - 0 1 / 4 " 4' - 0 " ±1 3 ' - 9 " ±1'-6" ±8 ' - 0 1 / 4 " 4' - 0 " ±1 3 ' - 9 " 888 D-103 DEMOLITION ELEVATION & DETAILS REV. A B C D E F G H J K L M N P 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 181716151413121110987654321 SHEET TITLE DATE DESCRIPTION THE SHOPS AT SANTA ANITA SHEET NO. 400 S BALDWIN AVE UNIT D9 ARCADIA, CA 91007 LEGO Nelco Architecture, Inc. 201 EAST 4TH STREET SUITE 17 CINCINNATI, OH 45202 513.241.3000 WWW.NELSONWORLDWIDE.COM NELSON PROJECT NUMBER: 24.0002536.000 AUTHORIZED FOR: LANDLORD REVIEW SET- BID & PERMIT SET-12 / 16 / 2024 12 / 16 / 2024 PERMIT SUBMITTAL BLDG DEPT RESPONSE102 / 28 / 2025 BLDG DEPT RESPONSE204 / 25 / 2025 Working Drawing Review These Drawings have been reviewed for general design intent only. All actual field condi�ons are required to be verified by the Tenants Architect and/ or Contractor. Tenants are responsible for complying with all government regula�ons. One (1) copy of this Landlord stamped set of drawings is required to be always kept on the job site. Conditional approval as noted* *ADD NOTE: Protect in place all existing fireproofing on steel columns and beams and patch repair any damage to maintain the fire rating. *ADD NOTE: Protect in place utilities running through the space that service the mall or other tenants in place (including electrical, data and water line.) *ADD NOTE: Protect in place ducting running through the space that service the mall or other tenants in place. *Contractor to hire Landlord mandatory subs including roof, fire sprinkler, fire alarm, structural architect. *HVAC replaced 5/2025 Riderwood USA, Inc. Signed Fernando De Santiago Date 5/5/2025 COLCOLCOLCOL COL COL COL COL COLCOLCOLCOL 118'-9 1/2" (LEASE LINE) 16 ' - 4 1 / 2 " ( L E A S E L I N E ) 29 ' - 0 " ( L E A S E L I N E ) 118'-9 1/2" (LEASE LINE) 2" 30 ' - 2 " 1 1 / 2 " 30 ' - 4 " 13 ' - 2 1 / 2 " ( L E A S E L I N E ) 2" 1" SITE VERIFICATION PLANF1 A-100 SCALE: 1/4" = 1'-0" A.EXISTING REFERENCE PLAN. THE EXISTING PLAN ON THIS SHEET IS FOR REFERENCE ONLY. DO NOT ASSUME IT TO BE ACCURATE. DIMENSIONS ARE PROVIDED AS A REFERENCE - G.C. SHALL REVISE THEM TO REFLECT ACTUAL SITE CONDITION. B.SURVEY COMPLETION SCHEDULE. THIS SURVEY SHALL BE COMPLETED NO LATER THAN 24 HOURS AFTER DEMOLITION. G.C. SHALL RETURN THE COMPLETED SURVEY TO THE ARCHITECT AND PROJECT MANAGER BEFORE COMMENCING CONSTRUCTION. C.MAJOR DISCREPANCIES. G.C. SHALL INFORM ARCHITECT AND PROJECT MANAGER IMMEDIATELY OF ANY MAJOR OMISSIONS, DIMENSION DIFFERENCES OR OTHER ITEMS THAT MAY CONFLICT WITH PROPOSED DESIGN. D.LEASE LINE LOCATION. G.C. SHALL CONFIRM LOCATION OF LEASE LINE WITH ON-SITE LANDLORD REPRESENTATIVE. E.ELECTRICAL PANEL EQUIPMENT VERIFICATION. G.C. SHALL VERIFY ELECTRICAL PANELS AND SERVICE SIZE MATCH ELECTRICAL CONSTRUCTION DOCUMENTS. F.MECHANICAL EQUIPMENT VERIFICATION. G.C. SHALL VERIFY HVAC UNIT SIZE MATCHES HVAC DESIGN AS SHOWN IN MECHANICAL CONSTRUCTION DOCUMENTS. G.SPRINKLER MAIN VERIFICATION. G.C. SHALL VERIFY LOCATION AND HEIGHT OF SPRINKLER MAIN ENTERING AND LEAVING TENANT SPACE. H.SPRINKLER BRANCH LINES. G.C. SHALL VERIFY SPRINKLER BRANCH LINE HEIGHTS AND LOCATIONS. I.FIXED UTILITY VERIFICATION. G.C. SHALL VERIFY LOCATION AND HEIGHT OF ALL FIXED UTILITIES WITHIN TENANT SPACE AND DETERMINE ANY CONFLICTS WITH THE PROPOSED BUILD-OUT. J.ROOF INSULATION VERIFICATION. G.C. SHALL VERIFY TYPE, THICKNESS, AND R-VALUE OF ROOF DECK INSULATION (IF APPLICABLE). K.UTILITY OBSTRUCTIONS. G.C. SHALL DRAW IN, LOCATE AND DIMENSION UTILITY OBSTRUCTIONS. L.ABOVE-CEILING ITEMS. G.C. SHALL VERIFY HEIGHT, CONFIGURATION AND LOCATION OF ALL EXISTING ABOVE CEILING ITEMS OR UTILITIES TO REMAIN EITHER FOR LANDLORD USE OR TENANT REUSE. M.UTILITY STUB-UP LOCATION VERIFICATION. G.C. SHALL VERIFY LOCATION AND CONDITION OF EXISTING UTILITY STUB-UP LOCATIONS. N.DEMISING WALL VERIFICATION. G.C. SHALL VERIFY THAT DEMISING WALLS EXTEND TO STRUCTURE ABOVE AND ALL PENETRATIONS ARE SEALED TIGHT OR AS REQUIRED BY LANDLORD. G.C. SHALL PROVIDE ALL WORK REQUIRED TO CORRECT DEFICIENT CONDITIONS. GENERAL NOTES - SITE VERIFICATION PLANLANDLORD NOTES & COMMENTS KEYED NOTES - SITE VERIFICATION PLAN LEASE LINE. LOCATION OF LEASE LINE PER LANDLORD PROVIDED LOD PLANS.1 NORTH 1 1 13 ' - 5 1 / 2 " 5'-1 1/2"7'-6" 5 1 / 2 " 7' - 5 1 / 2 " 1'- 1 1 1 / 2 " 3'- 6 " 2'- 6 " 27'-9 1/2"86'-3"3'-1 1/2"6" 1" 8 1 / 2 " 6 1 / 2 " 1 3 / 4 " 9'-9 3/4" 1'-7 1/4" 3'-8"86'-3"3'-1 1/2"6" 5 1 / 2 " 6 1 / 2 " 4" 5' - 7 3 / 4 " 4 1 / 4 " 15 ' - 4 " 4 1 / 4 " 5'- 7 3 / 4 " 4" 6" 4 1/4"1'-7 1/4"4 1/2"1'-8 1/2" 3' - 8 1 / 2 " 11'-8 1/2"2' - 8 1 / 2 " 2'-11"3'-10"3" 2'- 1 0 1 / 2 " 4' - 7 3 / 4 " 1' - 7 1 / 2 " 9'-1" 1 1 1 TYP. TYP. TYP. TYP. TYP. 5 1 / 2 " A-100 SITE VERIFICATION PLAN REV. A B C D E F G H J K L M N P 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 181716151413121110987654321 SHEET TITLE DATE DESCRIPTION THE SHOPS AT SANTA ANITA SHEET NO. 400 S BALDWIN AVE UNIT D9 ARCADIA, CA 91007 LEGO Nelco Architecture, Inc. 201 EAST 4TH STREET SUITE 17 CINCINNATI, OH 45202 513.241.3000 WWW.NELSONWORLDWIDE.COM NELSON PROJECT NUMBER: 24.0002536.000 AUTHORIZED FOR: LANDLORD REVIEW SET- BID & PERMIT SET-12 / 16 / 2024 12 / 16 / 2024 PERMIT SUBMITTAL BLDG DEPT RESPONSE102 / 28 / 2025 BLDG DEPT RESPONSE204 / 25 / 2025 Working Drawing Review These Drawings have been reviewed for general design intent only. All actual field condi�ons are required to be verified by the Tenants Architect and/ or Contractor. Tenants are responsible for complying with all government regula�ons. One (1) copy of this Landlord stamped set of drawings is required to be always kept on the job site. Conditional approval as noted* *ADD NOTE: Protect in place all existing fireproofing on steel columns and beams and patch repair any damage to maintain the fire rating. *ADD NOTE: Protect in place utilities running through the space that service the mall or other tenants in place (including electrical, data and water line.) *ADD NOTE: Protect in place ducting running through the space that service the mall or other tenants in place. *Contractor to hire Landlord mandatory subs including roof, fire sprinkler, fire alarm, structural architect. *HVAC replaced 5/2025 Riderwood USA, Inc. Signed Fernando De Santiago Date 5/5/2025 COLCOLCOLCOL COL COL COL COL COLCOLCOLCOL 118'-9 1/2" (LEASE LINE) 16 ' - 4 1 / 2 " ( L E A S E L I N E ) 29 ' - 0 " ( L E A S E L I N E ) 118'-9 1/2" (LEASE LINE) 2" 30 ' - 2 " 1 1 / 2 " 30 ' - 4 " 13 ' - 2 1 / 2 " ( L E A S E L I N E ) 2" 1" A.EXISTING SPACE VERIFICATION. G.C. SHALL VERIFY DIMENSIONS OF THE EXISTING SPACE & OF ANY EXISTING CONSTRUCTION TO REMAIN BY ACTUAL MEASUREMENT BEFORE ANY WORK IS PERFORMED. IF MEASUREMENTS DIFFER FROM DIMENSIONS INDICATED ON THESE PLANS, G.C. SHALL NOTIFY THE ARCHITECT IMMEDIATELY. G.C. SHALL BE RESPONSIBLE FOR CORRECTING ANY & ALL DISCREPANCIES AT NO ADDITIONAL EXPENSE TO TENANT. B.NEW PARTITION & PERIMETER FIXTURE PRE-CONSTRUCTION. CONTRACTOR SHALL LAYOUT ALL WALLS AND PERIMETER FIXTURES PRIOR TO CONSTRUCTION & IMMEDIATELY NOTIFY THE ARCHITECT OF ANY DISCREPANCIES OR CONFLICTS. C.PREPARATION FOR NEW FINISHES. G.C. SHALL PATCH & PREPARE ALL EXISTING SURFACES AS REQUIRED TO PROVIDE PROPER SUBSTRATE FOR NEW FINISHES. D.DEFECTIVE EXISTING FINISHES. ALL SOFT, POROUS, FLAKING OR OTHERWISE DEFECTIVE FINISHES SHALL BE REMOVED PRIOR TO APPLICATION OF NEW MATERIALS OR FINISHES. E.EXISTING OR EXPOSED OPENINGS. G.C. SHALL FILL/PATCH ANY EXISTING OPENINGS, VOIDS OR UNFINISHED SURFACES CREATED OR FOUND BY REMOVAL OR MODIFICATION OF EXISTING CONSTRUCTION. INFILLED OR REPAIRED SURFACE SHALL BE FLUSH TO EXISTING ADJACENT SURFACES AND MATCH CONSTRUCTION AS REQUIRED. F.FIRE-RATED ELEMENTS. G.C. SHALL BE RESPONSIBLE FOR MAINTAINING THE ARCHITECTURAL, STRUCTURAL AND FIRE-RATING INTEGRITY OF THE LANDLORD'S DEMISING WALLS, FLOOR SLAB, BEAMS, COLUMNS, ROOF DECK, ETC. G.TYPICAL METAL STUD SPECIFICATION. ALL METAL STUDS USED FOR NON-LOAD BEARING PARITIONS SHALL BE 20 GAUGE MINIMUM. SEE USG STEEL-FRAMED DRYWALL SYSTEMS "LIMITING HEIGHT - STEEL STUD ASSEMBLIES" CHART. USE THE L/240 ALLOWABLE DEFLECTION FIGURES ONLY. H.TYPICAL GYPSUM BOARD SPECIFICATION. ALL GYPSUM BOARD SHALL BE 5/8" THICK, TYPE 'X' UNLESS NOTED OTHERWISE. I.TRADE COORDINATION. G.C. SHALL COORDINATE WORK OF ALL TRADES IN INSTALLATION OF INTERRELATED WORK. BEFORE INSTALLATION OR WORK BY ANY TRADE BEGINS, MAKE PROPER PROVISIONS TO AVOID INTERFERENCES. THIS SHALL INCLUDE WORK BY ANY OF THE TENANT'S SUBCONTRACTORS AS WELL AS THOSE UNDER CONTRACT WITH THE G.C. J.IN-WALL / IN-CEILING BLOCKING. G.C. SHALL PROVIDE ALL METAL OR F.R.T. WOOD BLOCKING FOR ALL SIGNS, HOOKS, TOILET ROOM ACCESSORIES & ANY OTHER WALL-MOUNTED EQUIPMENT. COORDINATE ALL BLOCKING REQUIREMENTS NECESSARY FOR MILLWORK W/ MILLWORK FABRICATOR/INSTALLER. K.FIRE-RETARDANT WOOD. ALL FRAMING LUMBER, PLYWOOD AND CONCEALED WOOD SHALL BE FIRE RETARDANT TREATED (F.R.T.). CONTRACTOR SHALL NOT INSTALL WOOD IN CEILING PLENUM ABOVE SPRINKLER COVERAGE. L.COMBUSTIBLE MATERIALS. NO COMBUSTIBLE MATERIALS, INCLUDING WOOD BLOCKING, SHALL BE ERECTED ABOVE THE CEILING OR IN PLENUM ABOVE SPRINKLER COVERAGE. M.TYPICAL DIMENSION SPAN. ALL DIMENSIONS ARE FROM FINISHED FACE OF GYPSUM WALL BOARD OR CENTERLINE OF COLUMN. ALL ELEVATIONS ARE FROM FINISH FLOOR ELEVATION. N.FLAME SPREAD COMPLIANCE. ALL INTERIOR FINISH & TRIM MATERIALS SHALL MEET APPLICABLE CODES FOR FLAME SPREAD RATINGS. O.DOOR JAMB MINIMUM DISTANCE FROM CORNER. ALL DOOR JAMB OPENINGS SHALL BE 4" MINIMUM (U.N.O.) FROM ANY CORNER OR WALL TO FRAMING STUD. P.CAULKING AT FLOOR / ROOF DECK. CONTRACTOR SHALL PROVIDE CAULK JOINTS WHERE GYP. BD. MEETS THE FLOOR OR ROOF DECK. PACK FLUTES AT DECK AS REQUIRED. Q.DRYWALL TRIM. CONTRACTOR SHALL PROVIDE DRYWALL TRIM AT ALL EXPOSED EDGES AND CORNERS. R.COMPLIANCE W. TENANT DESIGN CRITERIA. CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLIANCE WITH ALL RULES, REGULATIONS AND GUIDELINES WITHIN THE LANDLORD'S TENANT CRITERIA MANUAL. CONTRACTOR SHALL SCHEDULE MEETING WITH MALL REPRESENTATIVE AS REQUIRED TO UNDERSTAND COMPLIANCE. S.ATTACHMENT TO STRUCTURE. ALL SUPPORTS SHALL BE FROM STRUCTURAL JOISTS AND BEAMS. ATTACHMENT TO METAL DECK IS NOT PERMITTED. T.DAMAGE TO EXISTING ITEMS. ANY DAMAGE TO EXISTING BUILDING CONSTRUCTION OR EXISTING BUILDING SYSTEMS DURING DEMOLITION OR CONSTRUCTION IS THE RESPONSIBILITY OF THE GENERAL CONTRACTOR AND SHALL BE REPAIRED AT THE CONTRACTOR'S EXPENSE. U.EXISTING ELECTRICAL OUTLETS AT LAMINATED & FURRED GYP. BD. WHERE DRAWINGS INDICATE FURRING OR LAMINATION OF GYP. BD. & INSTALLATION OVERLAPS EXISTING ELECTRICAL RECEPTACLES, CONTRACTOR SHALL RELOCATE RECEPTACLES TO NEW FINISHED FACE OF GYP. BD. IF IN ALIGNMENT WITH NEW SCOPE - REFER TO ARCHITECTURAL POWER PLAN FOR PROPOSED RECEPTACLE LOCATION. V.DEMISING WALL FIRE-RATING. CONTRACTOR SHALL PATCH OR REPAIR EXISTING DEMISING WALL AS REQUIRED TO MAINTAIN EXISTING FIRE-RATING. W.EXPANSION JOINT AT DEMISING WALLS. IF DEMISING WALL GYP. BD. MUST BE PROVIDED BY TENANT'S CONTRACTOR, G.C. SHALL PROVIDE VERTICAL EXPANSION JOINTS EVERY 30'-0" MINIMUM ALONG ENTIRE LENGTH OF EACH DEMISING WALL, CONTINUOUS TOP-TO-BOTTOM. X.NEW STOREFRONT CONSTRUCTION. WHERE APPLICABLE, STOREFRONT CONSTRUCTION SHALL BE SELF-SUPPORTED, BRACING TO STRUCTURE AS REQUIRED FOR LATERAL SUPPORT ONLY, U.N.O. Y.BRACING AT NEW PARTITIONS. ALL PARTITION FRAMING NOT BRACED TO DEMISING WALLS SHALL BE DIAGONALLY BRACED AT 4'-0" O.C. TO STRUCTURE ABOVE. Z.LOADING AT DEMISING WALLS. DEMISING WALLS ARE NOT INTENDED TO ACCOMMODATE LOADING. ALL FIXTURES MUST BE SUPPORT BY THE FLOOR OR NEW WALL CONSTRUCTION. AA.EXISTING DEMISING WALL CONSTRUCTION. LANDLORD SHALL CONSTRUCT DEMISING METAL STUDS, GYP. BD., INSULATION, TAPE, MUD AND FIRE TAPE TO DECK, UNLESS NOTED OTHERWISE. AB.FIXTURE SECUREMENT AND ANCHORAGE. SECURE ALL PERIMETER SHELVING FIXTURES PER APPENDED STRUCTURAL DETAILS AND SKETCHES. GENERAL NOTES - CONSTRUCTION PLANKEYED NOTES - CONSTRUCTION PLAN LEASE LINE. LOCATION OF LEASE LINE PER LANDLORD PROVIDED LOD PLANS.1 EXISTING DEMISING WALL. EXISTING DEMISING WALL TO REMAIN. PROTECT DURING ALL PHASES OF CONSTRUCTION. REFER TO GENERAL NOTES FOR ADDITIONAL INFORMATION REGARDING FIRE-PROOFING AT DEMISING WALL. 2X EXISTING COLUMN. EXISTING COLUMN TO REMAIN. PROTECT DURING ALL PHASES OF CONSTRUCTION. REFER TO GENERAL NOTES FOR ADDITIONAL INFORMATION REGARDING FIRE-PROOFING AT COLUMNS, IF APPLICABLE. 3X EXISTING NEUTRAL PIER. EXISTING MALL NEUTRAL PIER TO REMAIN. PROTECT DURING ALL PHASES OF CONSTRUCTION.4X NEW NEUTRAL PIER. NEW NEUTRAL PIER PER LANDLORD DESIGN CRITERIA. REFER TO DETAIL FOR ADDITIONAL INFORMATION.4 NEW STOREFRONT SYSTEM. NEW METAL STOREFRONT AND GLASS SYSTEM. REFER TO ELEVATION AND STOREFRONT SECTIONS FOR ADDITIONAL INFORMATION.5 EXISTING WINDOW & FRAME. EXISTING WINDOW AND FRAME TO REMAIN. PROTECT DURING ALL PHASES OF CONSTRUCTION. REFER TO ELEVATION FOR ADDITIONAL SCOPE.6X EXISTING DOOR & FRAME. EXISTING DOOR AND FRAME TO REMAIN. PROTECT DURING ALL PHASES OF CONSTRUCTION. REFER TO ELEVATION AND DOOR SCHEDULE FOR ADDITIONAL SCOPE.7X EXISTING PLUMBING FIXTURE / EQUIPMENT. EXISTING PLUMBING FIXTURE OR EQUIPMENT TO REMAIN. PROTECT DURING ALL PHASES OF CONSTRUCTION.9X NEW PLUMBING FIXTURE / EQUIPMENT. NEW PLUMBING FIXTURE. REFER TO PLUMBING DRAWINGS FOR ADDITIONAL INFORMATION.9 EXISTING ELECTRICAL EQUIPMENT. EXISTING ELECTRICAL EQUIPMENT TO REMAIN. PROTECT DURING ALL PHASES OF CONSTRUCTION.10X LANDLORD NOTES & COMMENTS EXISTING STOREFRONT SYSTEM. EXISTING STOREFRONT SYSTEM TO REMAIN. PROTECT DURING ALL PHASES OF CONSTRUCTION. REFER TO ELEVATION FOR ADDITIONAL SCOPE.5X FINISH AT GRAPHICS LOCATION. PROVIDE LEVEL 5 FINISH IN AREA INDICATED BY DASHED LINE FOR GRAPHICS INSTALLATION. REFER TO ELEVATIONS AND DETAILS FOR GRAPHICS INFORMATION. 8 NEW ELECTRICAL EQUIPMENT. NEW ELECTRICAL EQUIPMENT AS SHOWN. REFER TO ELECTRICAL DRAWINGS FOR ADDITIONAL INFORMATION.10 NEW FIRE EXTINGUISHER. NEW FIRE EXTINGUISHER AT LOCATION SHOWN. REFER TO LIFE SAFETY PLAN FOR TYPE AND SPECIFICATION.11 PARTITION SCHEDULE WALL TYPE 'A' - EXISTING WALL TO REMAIN: -PATCH, REPAIR & REPLACE EXISTING GYP. BD. AS REQ'D TO APPLY NEW FINISHES. -REMOVE & REPLACE EXISTING GYP. BD. AS REQ'D TO INSTALL BLOCKING, PLUMBING AND/OR ELECTRICAL SERVICE. -MAINTAIN EXISTING ONE-HOUR FIRE RATED ASSEMBLY (PER UL #U419.), FIRE TAPE, CAULK, SEAL, ETC. AS REQUIRED. EXISTING PARTITIONS NEW INTERIOR PARTITIONS B WALL TYPE 'B': -3-5/8" METAL STUD FRAMING @ 16" O.C. -SALES SIDE: 5/8" TH. TYPE 'X' GYPSUM BOARD FROM FINISHED FLOOR TO DECK W. (2) LAYERS OF 5/8" TYPE 'X' GYPSUM BOARD FROM 8'-4" TO 6" ABOVE FINISHED CEILING. -BOH SIDE: 5/8" TYPE 'X' GYPSUM BOARD. -USE WATER RESISTANT GYPSUM BOARD AT WET LOCATIONS. -EXTEND METAL STUDS AND GYP. BD. TO STRUCTURE AT OPEN CEILING. WALL TYPE 'C' : -3-5/8" METAL STUD FRAMING @ 16" O.C. -5/8" TH. TYPE 'X' GYPSUM BOARD ON BOTH SIDES (OR VISIBLE SIDE ONLY, IF APPLICABLE) TO 6" ABOVE FINISHED CEILING. -USE WATER RESISTANT GYPSUM BOARD AT WET LOCATIONS. -EXTEND METAL STUDS AND GYP. BD. TO STRUCTURE AT OPEN CEILING. C WALL TYPE 'C1' : -6" METAL STUD FRAMING @ 16" O.C. -5/8" TH. TYPE 'X' GYPSUM BOARD ON BOTH SIDES (OR VISIBLE SIDE ONLY, IF APPLICABLE) TO 6" ABOVE FINISHED CEILING. -USE WATER RESISTANT GYPSUM BOARD AT WET LOCATIONS. -EXTEND METAL STUDS AND GYP. BD. TO STRUCTURE AT OPEN CEILING. C1 NEW DEMISING PARTITIONS WALL TYPE 'D' - NEW DEMISING WALL: -3-5/8" METAL STUD FRAMING @ 16" O.C. -5/8" TH. TYPE 'X' GYPSUM BOARD ON TENANT SIDE TO DECK. -USE WATER RESISTANT GYPSUM BOARD AT WET LOCATIONS. -FIRE-RATED WALL PER UL DETAIL #U419. D WALL TYPE 'D1' - NEW DEMISING WALL: -6" METAL STUD FRAMING @ 16" O.C. -5/8" TH. TYPE 'X' GYPSUM BOARD ON TENANT SIDE TO DECK. -USE WATER RESISTANT GYPSUM BOARD AT WET LOCATIONS. -FIRE-RATED WALL PER UL DETAIL #U419. D1 WALL TYPE 'E' - NEW GYP. BD. ONLY AT DEMISING WALL: -EXISTING METAL STUDS TO REMAIN, BY LANDLORD. -5/8" TH. TYPE 'X' GYPSUM BOARD ON TENANT SIDE TO DECK. -USE WATER RESISTANT GYPSUM BOARD AT WET LOCATIONS. -FIRE-RATED WALL PER UL DETAIL #U419. E A.WET LOCATIONS. USE WATER RESISTANT GYPSUM BOARD AT ALL WET LOCATIONS. B.SOUND ATTENUATION. SOUND BATT INSULATION WITH AN STC OF 42 OR BETTER TO BE INSTALLED IN ALL DEMISING WALLS AND THE SALES / RESTROOM WALL(S) C.STUD SIZING & GAUGE. REFER TO THE METAL STUD SCHEDULE ON DRAWING SHEET A-501 FOR GAUGE SIZES UNLESS NOTED OTHERWISE. D.PARITITION DETAILS. REFER TO SHEET A-501 FOR WALL TYPE CONSTRUCTION DETAILS. SOUND INSULATION: -DENOTES SOUND BATT INSULATION OF 42 STC OR BETTER IN WALL CAVITY. MISCELLANEOUS PARTITION GENERAL NOTES: PERIMETER BAY FIXTURE CLEARANCE. DIMENSION SHOWN IS FROM FINISHED FACE TO FINISHED FACE. CONTRACTOR SHALL ALLOW PROPER CLEARANCE FOR BAY INSTALLATION BY VERIFYING EXACT BAY DIMENSION PRIOR TO FINALIZATION OF WALL CONSTRUCTION. WHERE ADJUSTMENTS ARE REQUIRED TO INDICATED DIMENSION, CONTRACTOR SHALL ADJUST CORNER FILLERS. CONTACT ARCHITECT IF MAJOR DISCREPANCIES OCCUR. 12 CONSTRUCTION PLANF1 A-101 SCALE: 1/4" = 1'-0" X SYMBOL LEGEND - CONSTRUCTION PLAN PARTITION TYPE TAG REFER TO PARTITION SCHEDULE ON THIS SHEET FOR ALL PARTITION TYPES, CONSTRUCTION NOTES AND REFERENCE TO SECTION DETAILS. A EXISTING DOOR & FRAME TO REMAIN EXISTING DOOR TO REMAIN INDICATED BY 45° SWING. REFER TO DOOR SCHEDULE FOR ADDITIONAL INFORMATION. DOOR AND HARDWARE SHALL BE REPAIRED TO LIKE-NEW CONDITION. NEW DOOR NEW DOOR INDICATED BY 90° SWING. REFER TO DOOR SCHEDULE FOR ADDITIONAL INFORMATION. 103 DOOR IDENTIFICATION TAG NUMERICAL VALUE INDICATES NEW DOOR OR FRAMED OPENING. REFER TO DOOR SCHEDULE FOR ADDITIONAL INFORMATION. CORNER FILLER ADJACENT PERIMETER FIXTURES. DO NOT FINISH FACE OF CORNER FILLER INDICATED UNTIL PERIMETER BAY LOCATIONS ARE VERIFIED. INTENT IS FOR NO GAP BETWEEN CORNER FILLER AND END PERIMETER BAY FIXTURE. 13 NORTH A5 A-401 SALES AREA101 K12 A-201 E12 A-201 K1 A-201 E1 A-201 STOCK ROOM102 10 0 10 1 F H1 A-502 TYP.H1 A-502 TYP. H15 A-502 H1 A-502 TYPICAL H1 A-502 TYP. X X X C 14 BOLT-DOWN BOLLARD. INSTALL BOLT-DOWN BOLLARD AT LOCATION SHOWN. REFER TO MANUFACTURER'S INSTRUCTIONS FOR INSTALLATION. MANUFACTURER: VESTIL; MODEL: BOL-42-4.5 15X EXISTING OVERHEAD ROLLING GRILLE. EXISTING OVERHEAD ROLLING GRILLE TO REMAIN. PROTECT DURING ALL PHASES OF CONSTRUCTION. REPAIR AS REQUIRED TO ENSURE PROPER WORKING ORDER. REPLACE HARDWARE AS REQUIRED TO ACHIEVE LEGO SPECIFICATIONS. REFER TO DOOR SCHEDULE FOR ADDITIONAL INFORMATION. 16 GYP. BD. FILLER. NEW CONSTRUCTION GYP. BD. FILLER SHALL TERMINATE HEIGHT AT PAINT LINE. REFER TO ELEVATIONS FOR EXACT HEIGHT REQUIRED. WALL TYPE 'F' : -3-5/8" METAL STUD FRAMING @ 16" O.C. -5/8" TH. TYPE 'X' GYPSUM BOARD ON BOTH SIDES (OR VISIBLE SIDE ONLY, IF APPLICABLE). -USE WATER RESISTANT GYPSUM BOARD AT WET LOCATIONS. -TOP OF WALL TO ALIGN W. BOTTOM OF PAINT LINE. F H7 A-502 H1 A-502 TYP. 2'-4"±57'-5 1/4"32'-11 3/4" ±2 0 ' - 1 1 3 / 4 " 3' - 4 " R . O . ±3 ' - 9 1 / 4 " X C ±8'-2 1/4" A1 A-301 C 13 16 12 ALIGN 811 2X ALIGN BOTH SIDES 2' - 4 " ±1 8 ' - 1 0 1 / 4 " 12 TYP. 1 3'-4" R.O.±13'-11 1/4" ALIGN 2" 8 9 ±1 1 ' - 8 1 / 2 " 102 HALL104 104 RESTROOM103 103 11 ALIGN X F 3'-4" R.O.±5'-7" 2" 7'- 0 1 / 2 " 7' - 1 1 1 / 2 " 9'-0" 9 C C C C ALIGN ±1'-6" 3'-10" 9 2X 1 E1 A-301 5X 5X 1 5 X 8 1/2" 3'-2 1/4"±60'-0 1/4"±7'-10 3/4" ±71'-1" ±3'-1 1/2" ±104'-5 1/2" 5 12 1 TYP. 2X1 TYP. 2X TYP. TYP. TYP. 8 13 16 11 TYP. 10X X K1 A-202 K4 A-202 02 A-101 CONSTRUCTION PLAN REV. A B C D E F G H J K L M N P 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 181716151413121110987654321 SHEET TITLE DATE DESCRIPTION THE SHOPS AT SANTA ANITA SHEET NO. 400 S BALDWIN AVE UNIT D9 ARCADIA, CA 91007 LEGO Nelco Architecture, Inc. 201 EAST 4TH STREET SUITE 17 CINCINNATI, OH 45202 513.241.3000 WWW.NELSONWORLDWIDE.COM NELSON PROJECT NUMBER: 24.0002536.000 AUTHORIZED FOR: LANDLORD REVIEW SET- BID & PERMIT SET-12 / 16 / 2024 12 / 16 / 2024 PERMIT SUBMITTAL BLDG DEPT RESPONSE102 / 28 / 2025 BLDG DEPT RESPONSE204 / 25 / 2025 Working Drawing Review These Drawings have been reviewed for general design intent only. All actual field condi�ons are required to be verified by the Tenants Architect and/ or Contractor. Tenants are responsible for complying with all government regula�ons. One (1) copy of this Landlord stamped set of drawings is required to be always kept on the job site. Conditional approval as noted* *ADD NOTE: Protect in place all existing fireproofing on steel columns and beams and patch repair any damage to maintain the fire rating. *ADD NOTE: Protect in place utilities running through the space that service the mall or other tenants in place (including electrical, data and water line.) *ADD NOTE: Protect in place ducting running through the space that service the mall or other tenants in place. *Contractor to hire Landlord mandatory subs including roof, fire sprinkler, fire alarm, structural architect. *HVAC replaced 5/2025 Riderwood USA, Inc. Signed Fernando De Santiago Date 5/5/2025 COLCOLCOLCOL COL COL COL COL COLCOLCOLCOL 118'-9 1/2" (LEASE LINE) 16 ' - 4 1 / 2 " ( L E A S E L I N E ) 29 ' - 0 " ( L E A S E L I N E ) 118'-9 1/2" (LEASE LINE) 2" 30 ' - 2 " 1 1 / 2 " 30 ' - 4 " 13 ' - 2 1 / 2 " ( L E A S E L I N E ) 2" 1" V J J J ARCHITECTURAL POWER PLANF1 A-102 SCALE: 1/4" = 1'-0" NORTH SALES AREA101 HALL104 STOCK ROOM102 RESTROOM103 A7 A-102 6 6 6 6 6 6 6 52'-10 3/4"14'-5 3/4"1'-4 1/2" 12 1 1 9 99 7 7 7 9 TYP. 8'- 6 " 3' - 1 1 1 / 4 " 9" 3' - 2 " 4 4 5 4 3'-1"4'-0"1'-0"3'-8 1/4" 20'-8 1/4"4'-0 1/2"45'-0"1'-4" 5'-6 1/2" 10 " 8" 1'- 5 1 / 2 " 8" 1'- 4 " 8" 1'- 4 " 8" 1'- 3 " 8" 4 1/4" 11 111212 12 12 11 16 13 12 22 3 1 TYP. 1 TYP. TYP. TYP.TYP. TYP. TYP. SCALE: MOUNTING DETAIL AT I.T. RACKA7 1" = 1'-0" SECTION 'A-A' ELEVATION VIEW ATTACH I.T. RACK TO STUD FLANGE WITH (4) 5/16" DIAMETER THRU BOLTS CO O R D I N A T E W . MA N U F A C T U R E R 5/8" TH. X 22" X 31" PLYWOOD SHEATHING - ATTACH TO STUDS W. #12 SCREWS AT 6" O.C. EACH WAY METAL STUD, IN-WALL METAL STUD, IN-WALL ATTACH I.T. RACK TO STUD FLANGE WITH (4) 5/16" DIAMETER THRU BOLTS 5/8" TH. X 22" X 31" PLYWOOD SHEATHING - ATTACH TO STUDS W. #12 SCREWS AT 6" O.C. EACH WAY A.ELECTRICAL ENGINEERING DRAWINGS. REFER TO THE ENGINEERED ELECTRICAL DRAWINGS FOR ADDITIONAL INFORMATION AND SPECIFICATIONS, INCLUDING CIRCUITING AND WIRING SPECIFICATIONS. REFER TO PLAN ON THIS SHEET FOR LOCATION OF ELECTRICAL RECEPTACLES, DATA, ETC. B.ELECTRICAL COMPLIANCE ALL ELECTRICAL WORK SHALL COMPLY WITH ALL LOCAL CODES AND RULES/REGULATIONS OF AUTHORITY HAVING JURISDICTION. C.CENTER RECEPTACLES. ALL ELECTRICAL RECEPTACLES SHALL BE CENTERED BEHIND / UNDER THE FIXTURE BEING SERVICED, U.N.O. ALL RECEPTACLES NOT DIMENSIONED SHALL BE CENTERED ON WALL SHOWN. D.FLOOR-RECESSED POWER. REFER TO FLOOR PENETRATION PLAN FOR LOCATION OF FLOOR-RECESSED ELECTRICAL ITEMS. E.OUTLET COVERS. ALL WALL OUTLETS & SWITCHES SHALL BE WHITE FINISH, U.N.O. F.TAMPER-PROOF RECEPTACLES. ALL OUTLET RECEPTACLES INSTALLED IN SALES FLOOR WALLS SHALL BE TAMPER-PROOF IF RECEPTACLE IS BELOW 72" A.F.F. AND NOT LOCATED BEHIND FIXTURES. G.± DIMENSIONS. IF ANY ± DIMENSIONS VARY MORE THAN 2", NOTIFY THE ARCHITECT PRIOR TO PROCEEDING WITH WORK. H.OUTLET ORIENTATION. ALL WALL-RECESSED DUPLEX OUTLETS INSTALLED BELOW 30" SHALL BE MOUNTED VERTICALLY. ALL WALL-RECESSED DUPLEX OUTLETS INSTALLED ABOVE 30" SHALL BE MOUNTED HORIZONTALLY. I.POWER AT EQUIPMENT. CONFIRM POWER REQUIREMENTS FOR ALL EQUIPMENTS AND INSTALL OUTLETS AS DIRECTED BY MANUFACTURER'S SPECIFICATIONS IF IN CONFLICT WITH LOCATIONS SHOWN ON PLAN. J.LIGHT SWITCHES. ALL LIGHT SWITCHES AND COVER PLATES SHALL BE WHITE FINISH, U.N.O. K.ABANDONED UTILITIES. DO NOT CAP ELECTRICAL LINES NOT SCHEDULED FOR REUSE. ABANDONED UTILITIES MUST BE REMOVED BACK TO SOURCE OR NEAREST MAIN. GENERAL NOTES - ARCHITECTURAL POWER PLANKEYED NOTES - ARCHITECTURAL POWER PLAN LEASE LINE. LOCATION OF LEASE LINE PER LANDLORD PROVIDED LOD PLANS.1 POWER AT "PICK-A-BRICK" PERIMETER FIXTURE. INSTALL WALL-RECESSED DUPLEX RECEPTACLE AT 9'-0" A.F.F. BEHIND PERIMETER FIXTURE. CENTER RECEPTACLE BEHIND FIXTURE. REFER TO ELECTRICAL DRAWINGS FOR ADDITIONAL INFO. 2 POWER AT "EXCLUSIVES BAY" PERIMETER FIXTURE. INSTALL WALL-RECESSED DUPLEX RECEPTACLE AT 9'-0" A.F.F. BEHIND PERIMETER FIXTURE. CENTER RECEPTACLE BEHIND FIXTURE. REFER TO ELECTRICAL DRAWINGS FOR ADDITIONAL INFO. 3 POWER AT REAR TILL MILLWORK. INSTALL WALL-RECESSED DUPLEX RECEPTACLE BEHIND REAR TILL WITH LIT GRAPHIC FIXTURES. CENTER RECEPTACLE BEHIND FIXTURE, U.N.O. REFER TO ELECTRICAL DRAWINGS FOR ADDITIONAL INFO. 4 DATA AT REAR TILL MILLWORK. INSTALL WALL-RECESSED DATA RECEPTACLE BEHIND REAR TILL WITH LIT GRAPHIC FIXTURES. CENTER RECEPTACLE BEHIND FIXTURE, U.N.O. REFER TO ELECTRICAL DRAWINGS FOR ADDITIONAL INFO. 5 POWER & DATA BELOW FIXTURES. INSTALL FLOOR-RECESSED POWER AND DATA DUPLEX BELOW SALES FLOOR FIXTURE. CENTER RECEPTACLE BELOW FIXTURE, U.N.O. PREFERENCE IS FOR RECEPTACLE TO BE INSTALLED AT CENTER OF FLOOR TILE, IF POSSIBLE. RECEPTACLE SHALL BE FULLY RECESSED AND PROTRUDE NO MORE THAN 1/8" ABOVE FINISHED FLOOR. REFER TO FLOOR PENETRATION PLAN FOR LOCATION. REFER TO ELECTRICAL DRAWINGS FOR ADDITIONAL INFO. 6 J-BOX AT CASHWRAP. INSTALL FLOOR-MOUNTED J-BOX BELOW CASHWRAP. COORDINATE LOCATION WITH CASHWRAP DETAILS. DAISY-CHAIN TOGETHER WHERE POSSIBLE. REFER TO ELECTRICAL DRAWINGS FOR ADDITIONAL INFO. 7 TIMECLOCK LOCATION. INSTALL TIMECLOCK FOR LIGHTING AND SIGNAGE AT 48" A.F.F. REFER TO ELECTRICAL DRAWINGS FOR ADDITIONAL INFO.8 CONTINUOUS POWER-STRIP. INSTALL CONTNUOUS POWER-STRIP AT 44" A.F.F. BEHIND PERIMETER BAYS. REFER TO ELECTRICAL DRAWINGS FOR ADDITIONAL INFO.9 CEILING-RECESSED POWER. INSTALL CEILING-RECESSED ELECTRICAL RECEPTACLE AT LOCATION SHOWN. REFER TO ELECTRICAL DRAWINGS FOR ADDITIONAL INFO.10 WALL-RECESSED DUPLEX AT 48" A.F.F. INSTALL WALL-RECESSED DUPLEX RECEPTACLE AT 48" A.F.F. REFER TO ELECTRICAL DRAWINGS FOR ADDITIONAL INFO.11 WALL-RECESSED DUPLEX AT 18" A.F.F. INSTALL WALL-RECESSED DUPLEX RECEPTACLE AT 18" A.F.F. REFER TO ELECTRICAL DRAWINGS FOR ADDITIONAL INFO.12 ELECTRICAL PANELS. PROPOSED LOCATION FOR ELECTRICAL PANELS - CONTRACTOR SHALL VERIFY FINAL LOCATION IN FIELD PRIOR TO INSTALLATION. REFER TO ELECTRICAL DRAWINGS FOR ADDITIONAL INFO. DATA AT "DIGITAL BOX" FIXTURE. INSTALL WALL-RECESSED DATA RECEPTACLE BEHIND PERIMETER FIXTURE BAY WITH DIGITAL BOX. REFER TO ELECTRICAL DRAWINGS FOR ADDITIONAL INFO. 15 POWER AT "DISRUPTER BAY" PERIMETER FIXTURE. INSTALL WALL-RECESSED DUPLEX RECEPTACLE AT 9'-0" A.F.F. BEHIND PERIMETER FIXTURE. CENTER RECEPTACLE BEHIND FIXTURE. REFER TO ELECTRICAL DRAWINGS FOR ADDITIONAL INFO. 16 I.T. RACK. INSTALL I.T. RACK AT LOCATION SHOWN - REFER TO DETAIL ON THIS SHEET. REFER TO ELECTRICAL DRAWINGS FOR ADDITIONAL INFO. 13 14 LANDLORD NOTES & COMMENTS V SYMBOL LEGEND - ARCHITECTURAL POWER PLAN J DUPLEX RECEPTACLE, WALL-RECESSED. DUPLEX RECEPTACLE, WALL-RECESSED. DATA OUTLET, WALL-RECESSED. POWER STRIP, CONTINUOUS AT 48" A.F.F. BEHIND PERIMETER BAY MILLWORK. JUNCTION BOX FOR CASHWRAP POWER AND DATA - TO BE DAISY-CHAINED TOGETHER AND SURFACE-MOUNTED IN NON-OBTRUSIVE LOCATION. SPEAKER VOLUME CONTROL, MOUNTED IN CASHWRAP UNIT NOTED. QUADPLEX & DATA RECEPTACLE, RECESSED FLUSH WITH FLOOR FINISH. DUPLEX RECEPTACLE, CEILING-RECESSED. QUADPLEX RECEPTACLE, RECESSED FLUSH WITH FLOOR FINISH. A-102 ARCHITECTURAL POWER PLAN REV. A B C D E F G H J K L M N P 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 181716151413121110987654321 SHEET TITLE DATE DESCRIPTION THE SHOPS AT SANTA ANITA SHEET NO. 400 S BALDWIN AVE UNIT D9 ARCADIA, CA 91007 LEGO Nelco Architecture, Inc. 201 EAST 4TH STREET SUITE 17 CINCINNATI, OH 45202 513.241.3000 WWW.NELSONWORLDWIDE.COM NELSON PROJECT NUMBER: 24.0002536.000 AUTHORIZED FOR: LANDLORD REVIEW SET- BID & PERMIT SET-12 / 16 / 2024 12 / 16 / 2024 PERMIT SUBMITTAL BLDG DEPT RESPONSE102 / 28 / 2025 BLDG DEPT RESPONSE204 / 25 / 2025 Working Drawing Review These Drawings have been reviewed for general design intent only. All actual field condi�ons are required to be verified by the Tenants Architect and/ or Contractor. Tenants are responsible for complying with all government regula�ons. One (1) copy of this Landlord stamped set of drawings is required to be always kept on the job site. Conditional approval as noted* *ADD NOTE: Protect in place all existing fireproofing on steel columns and beams and patch repair any damage to maintain the fire rating. *ADD NOTE: Protect in place utilities running through the space that service the mall or other tenants in place (including electrical, data and water line.) *ADD NOTE: Protect in place ducting running through the space that service the mall or other tenants in place. *Contractor to hire Landlord mandatory subs including roof, fire sprinkler, fire alarm, structural architect. *HVAC replaced 5/2025 Riderwood USA, Inc. Signed Fernando De Santiago Date 5/5/2025 COLCOLCOLCOL COL COL COL COL COLCOLCOLCOL 118'-9 1/2" (LEASE LINE) 16 ' - 4 1 / 2 " ( L E A S E L I N E ) 29 ' - 0 " ( L E A S E L I N E ) 118'-9 1/2" (LEASE LINE) 2" 30 ' - 2 " 1 1 / 2 " 30 ' - 4 " 13 ' - 2 1 / 2 " ( L E A S E L I N E ) 2" 1" J J J A.CONCRETE SLAB PATCHING. G.C. SHALL VERIFY ANY REQUIRED PATCHING OF CONCRETE SLAB WITH MALL REPRESENTATIVE AND PROJECT MANAGER PRIOR TO COMMENCEMENT OF WORK. B.CONCRETE TRENCHING. CONTRACTOR SHALL COORDINATE ALL CONCRETE TRENCHING OR CORING WITH MALL OPERATIONS DIRECTOR. G.C. SHALL BE RESPONSIBLE FOR ANY REQUIRED PRECAUTIONS NECESSARY TO INSURE THAT ANY UNDERGROUND UTILITIES, ETC. ARE NOT DAMAGED DURING FLOOR CUT. ANY DAMAGE SHALL BE REPAIRED AT THE CONTRACTOR'S EXPENSE. C.FLOOR RECESSED POWER. REFER TO ARCHITECTURAL POWER PLAN AND ELECTRICAL DRAWINGS FOR ALL NOTES AND INFORMATION REGARDING FLOOR RECESSED POWER. FLOOR PENETRATION PLANF1 A-102.1 SCALE: 1/4" = 1'-0" GENERAL NOTES - FLOOR PENETRATION PLANLANDLORD NOTES & COMMENTS KEYED NOTES - FLOOR PENETRATION PLAN LEASE LINE. LOCATION OF LEASE LINE PER LANDLORD PROVIDED LOD PLANS.1 NORTH 10 ' - 1 0 1 / 4 " 11 ' - 1 1 / 4 " 5'- 3 3 / 4 " 5' - 9 1 / 2 " 8'-11 1/2"21'-0" 7'-8 1/4" SALES AREA101 HALL104 STOCK ROOM102RESTROOM103 9'- 4 3 / 4 " 8'- 1 " 13'-6 1/2" 3'- 1 3 / 4 " 1'-10 1/2" 1'-10 1/2" 3' - 1 3 / 4 " 1'-11 3/4" ℄℄ ℄ ℄ ℄ ℄ ℄ ℄ ℄ ℄ ℄ ℄ ℄ 1 TYP. 1 TYP. 2" 1 TYP. 1 TYP. 1 TYP. A-102.1 FLOOR PENETRATION PLAN REV. A B C D E F G H J K L M N P 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 181716151413121110987654321 SHEET TITLE DATE DESCRIPTION THE SHOPS AT SANTA ANITA SHEET NO. 400 S BALDWIN AVE UNIT D9 ARCADIA, CA 91007 LEGO Nelco Architecture, Inc. 201 EAST 4TH STREET SUITE 17 CINCINNATI, OH 45202 513.241.3000 WWW.NELSONWORLDWIDE.COM NELSON PROJECT NUMBER: 24.0002536.000 AUTHORIZED FOR: LANDLORD REVIEW SET- BID & PERMIT SET-12 / 16 / 2024 12 / 16 / 2024 PERMIT SUBMITTAL BLDG DEPT RESPONSE102 / 28 / 2025 BLDG DEPT RESPONSE204 / 25 / 2025 Working Drawing Review These Drawings have been reviewed for general design intent only. All actual field condi�ons are required to be verified by the Tenants Architect and/ or Contractor. Tenants are responsible for complying with all government regula�ons. One (1) copy of this Landlord stamped set of drawings is required to be always kept on the job site. Conditional approval as noted* *ADD NOTE: Protect in place all existing fireproofing on steel columns and beams and patch repair any damage to maintain the fire rating. *ADD NOTE: Protect in place utilities running through the space that service the mall or other tenants in place (including electrical, data and water line.) *ADD NOTE: Protect in place ducting running through the space that service the mall or other tenants in place. *Contractor to hire Landlord mandatory subs including roof, fire sprinkler, fire alarm, structural architect. *HVAC replaced 5/2025 Riderwood USA, Inc. Signed Fernando De Santiago Date 5/5/2025 CEILING HEIGHT CEILING FINISH (REFER TO FINISH SCHEDULE) XX'-X" AFF XX XX A.EXISTING STRUCTURE VERIFICATION. G.C. SHALL VERIFY LOCATION, SIZE AND CONDITION OF ALL EXISTING STRUCTURAL MEMBERS, INCLUDING JOISTS, BEAMS, TRUSSES, GIRDERS, METAL DECK, ETC. B.CEILING HEIGHTS. ALL NOTED CEILING HEIGHT DIMENSIONS ARE INDICATED AS CLEAR ABOVE FINISHED FLOOR DIMENSIONS. VERIFY THICKNESS OF FLOOR CONSTRUCTION WITH FLOORING SUBCONTRACTOR PRIOR TO THE INSTALLATION OF ANY NEW CEILING CONSTRUCTION IN ORDER TO ACHIEVE NOTED REQUIRED DIMENSIONS. C.TYPICAL CEILING CONDITION. TYPICAL CEILING CONDITION IS EXPOSED TO UNDERSIDE OF STRUCTURE, U.N.O. D.EXPOSED FRONT OF HOUSE CEILING. ALL EXPOSED FRONT OF HOUSE ELEMENTS AT THE CEILING LEVEL SHALL BE PAINT AS DIRECTED IN NOTES ABOVE. REFER TO ELEVATIONS FOR HEIGHT OF PAINT LINE REQUIRED ON PERIMETER WALLS. E.EXPOSED BACK OF HOUSE CEILING. ALL EXPOSED BACK OF HOUSE ELEMENTS AT CEILING LEVEL SHALL BE UNFINISHED, U.N.O. F.NEW GYP. BD. CEILING CONSTRUCTION & FINISH. ALL NEW CEILING CONSTRUCTION SHALL BE PLUMB, LEVEL AND SQUARE TO ALL WALLS AND SOFFITS. ALL NEW GYP. BD. CEILINGS SHALL BE PAINTED PER DRAWINGS ABOVE. G.LATERAL BRACING. LATERAL BRACING FOR SUSPENDED CEILING MUST BE PROVIDED BY CEILING CONTRACTOR. ADDITIONAL HANGER AND SAFETY WIRES FOR LIGHT FIXTURES, DUCTWORK, SPEAKERS, ETC. SHALL BE THE RESPONSIBILITY OF THE CEILING CONTRACTOR. H.TYPICAL HANGER CONNECTION. IF NEW CEILING SYSTEMS REQUIRE HANGERS, ALL HANGERS SHALL BE #8 GALVANIZED WIRE AT 24" O.C. I.ATTACHMENT TO STRUCTURE. ALL ITEMS REQUIRING ATTACHMENT TO STRUCTURE ABOVE SHALL BE SUSPENDED FROM BEAMS OR JOISTS - NO ITEMS MAY BE SECURED TO METAL DECKING. G.C. SHALL VERIFY WITH LANDLORD THE METHOD OF ATTACHMENT FOR ALL ITEMS ANCHORED TO OR SUSPENDED FROM EXISTING STRUCTURE. J.EXISTING DAMAGED CEILINGS. ANY DAMAGED OR DISCOLORED CEILINGS NOTED TO REMAIN SHALL BE MENDED AS REQUIRED TO RETURN TO LIKE-NEW CONDITION. K.EQUIPMENT COMPLIANCE. ALL SPECIFIED EQUIPMENT SHALL BE COMPLIANT WITH OWNER'S STANDARDS, DESIGN AND ANY OTHER APPLICABLE ENERGY STANDARDS. SUBSTITUTIONS WILL BE CONSIDERED IF MANUFACTURER, SPECIFICATIONS, PHOTO-METRICS AND U.L. LISTING ARE PROVIDED FOR REVIEW AND ACCEPTANCE BY ARCHITECT AND OWNER. L.LIGHTING SPECIFICATIONS. REFER TO ELECTRICAL DRAWINGS FOR ALL LIGHTING SPECIFICATIONS. M.LOCATION OF LIGHTING. ARCHITECTURAL DRAWINGS DEFINE LOCATION OF ALL LUMINARIES AND SUPERCEDE ALL OTHERS. REFER TO ELECTRICAL DRAWINGS FOR EXACT FIXTURE TYPE AND QUANTITIES REQUIRED. N.MECHANICAL DRAWINGS. REFER TO MECHANICAL DRAWINGS FOR EXPOSED SUSPENDED MECHANICAL DUCTWORK DISTRIBUTION SYSTEM. O.CLEARANCE ABOVE FINISHED FLOOR. PROVIDE ADEQUATE CLEARANCES FOR FIXTURES, DUCTS, CEILINGS AND RELATED PERTINENT ITEMS NECESSARY TO MAINTAIN SPECIFIC HEIGHTS ABOVE FINISH FLOOR. P.BLOCKING FOR ELECTRICAL / CEILING ITEMS. G.C. SHALL PROVIDE NECESSARY BLOCKING AND BRACING FOR FIXTURE INSTALLATION AND ALL ELECTRICAL COMPONENTS TO COMPLETE THE FINAL INSTALLATION OF ALL FIXTURE - COORDINATE WITH FIXTURE SUPPLIER. Q.ROOF PENETRATIONS. G.C. SHALL COORDINATE ANY NEW ROOF PENETRATIONS WITH LANDLORD AND LANDLORD'S ROOF CONTRACTOR. R.CEILING ACCESS PANELS. COORDINATE ADDITIONAL CEILING ACCESS PAENLS W/ PROJECT MANAGER AND AS REQUESTED BY LANDLORD TO MAINTAIN ACCESS TO LANDLORD EQUIPMENT. S.AUDIO LOCATIONS. ALL AUDIO BROADCASTING SHALL BE KEPT WITHIN THE LEASED PREMISES. T.DUCTWORK SHAPE. ALL DUCTWORK SHALL BE RECTANGULAR WITH NO BRANCH LINES. CONTRACTOR MUST PROVIDE OWNER WITH ALTERNATE PRICING TO SUBSTITUTE WITH SPIRAL DUCTWORK DURING BIDDING PHASE. U.EXISTING VOLTAGE. PRIOR TO INSTALLATION OF LIGHT FIXTURES, ELECTRICAL CONTRACTOR SHALL FIELD-VERIFY VOLTAGE(S) OF THE ELECTRICAL SYSTEM AND REPORT ANY DISCREPANCIES TO THE ARCHITECT IF SUPPLIED FIXTURES DO NOT MEET VOLTAGE REQUIREMENTS. V.SUSPENDED LINEAR LIGHT FIXTURES. ALL LINEAR SUSPENDED LIGHT FIXTURES OR BUSWAY SYSTEMS SHALL BE CABLE- OR ROD-HUNG. TYPICAL SCOPE: ALL DUCTWORK SHALL BE RECTANGULAR WITH NO BRANCH LINES. ALTERNATE SCOPE: CONTRACTOR SHALL PROVIDE OWNER WITH ALTERNATE PRICING TO REPLACE DUCTWORK WITH SPIRAL-SHAPE DURING BIDDING. PROJECT ALTERNATE - REFLECTED CEILING PLAN LEASE LINE. LOCATION OF LEASE LINE PER LANDLORD PROVIDED LOD PLANS.1 2 3 4 5 7 6 8 ILLUMINATED "HALO" FIXTURE. STRUCTURE-HUNG ILLUMINATED "HALO" FIXTURE. ATTACH TO STRUCTURE VIA UNI-STRUT, CLAMP AND STEEL WIRE. DO NOT ATTACH TO METAL DECK. REFER TO ARCHITECTURAL POWER PLAN AND ELECTRICAL DRAWINGS FOR POWER REQUIREMENTS. FIXTURE AND LIGHTING PROVIDED BY LEGO, INSTALLED BY CONTRACTOR. STOREFRONT SIGNAGE. REFER TO STOREFRONT ELEVATIONS FOR ADDITIONAL SIGN INFORMATION AND LOCATION. BY VENDOR - UNDER SEPARATE DEFERRED PERMIT SUBMITTAL. BLADE SIGNAGE. REFER TO TENANT DESIGN CRITERIA FOR ADDITIONAL SIGN INFORMATION AND LOCATION. BY VENDOR - UNDER SEPARATE DEFERRED PERMIT SUBMITTAL. CENTER LIGHT FIXTURE. CENTER LIGHT FIXTURE WITHIN ROOM IN ALL DIRECTIONS. 7X EXISTING ACCESS PANEL. EXISTING ACCESS PANEL TO REMAIN. CONTRACTOR SHALL CLEAN AND RESTORE TO LIKE-NEW CONDITION. IF ACCESS PANEL CANNOT BE RESTORED, CONTRACTOR SHALL INSTALL NEW 24" X 24" ACCESS PANEL IN SAME LOCATION. ACCESS PANEL. INSTALL NEW 24" X 24" ACCESS PANEL, GFRG TAPE-IN TYPE WITH DROP-IN PANEL WITH SQUARE CORNERS. IF REVISED LOCATION RECOMMENDED BASED ON FIELD CONDITIONS, CONTRACTOR SHALL PROVIDE ARCHITECT WITH SUBMITTAL FOR APPROVAL OF NEW LOCATION. EXISTING MALL SOFFIT / BULKHEAD. EXISTING MALL SOFFIT OR BULKHEAD TO REMAIN. PROTECT DURING ALL PHASES OF CONSTRUCTION AND RESTORE TO LIKE-NEW CONDITION POST-CONTRUCTION. REFER TO STOREFRONT ELEVATION AND DETAILS FOR ADDITIONAL INFO. I.T. RACK. INSTALL I.T. RACK AT LOCATION SHOWN - REFER TO ARCHITECTURAL POWER PLAN SHEET FOR ATTACHMENT DETAIL. MOUNT AT 7'-0" A.F.F. TO BOTTOM. REFER TO ELECTRICAL DRAWINGS FOR ADDITIONAL INFO. CEILING FINISH KEY TYPE MATERIAL C1 GYPSUM BOARD - LEVEL 4 FINISH. C2 ACOUSTICAL CEILING TILE, 24" X 24" (ARMSTRONG CIRRUS: 577 BLACK, TEGULAR) C3 EXPOSED TO STRUCTURE ABOVE. C4 ACOUSTICAL CEILING TILE, 24" X 48" (ARMSTRONG CLEAN ROOM VL: 870 WHITE) NOTE: A.ALL SURFACES PAINTED P-2 SHALL BE LEVEL 5 FINISH - REFER TO FINISH SCHEDULE. B.ALL CEILING ASSEMBLIES SHALL BE U.L. LISTED PER THE EXISTING CONDITION AND 1-HR RATED (MINIMUM). 9 GYP. BD. SOFFIT. CONSTRUCT NEW GYP. BD. SOFFIT AS REQUIRED TO ACHIEVE SCOPE INDICATED ON PLAN. REFLECTED CEILING PLANF1 A-111 SCALE: 1/4" = 1'-0" GENERAL NOTES - REFLECTED CEILING PLANKEYED NOTES - REFLECTED CEILING PLAN 10 HEIGHT OF SUSPENDED LIGHTING. HEIGHT TO BOTTOM OF SUSPENDED SALES AREA LIGHTING TO ALIGN WITH THE PAINT LINE ON THE PERIMETER WALLS, TYP. 11 NEW STOREFRONT DISPLAY SYSTEM. INSTALL NEW STOREFRONT DISPLAY SYSTEM AS INDICATED. HOLD 4" OFF ADJACENT WALLS. REFER TO STOREFRONT SECTION FOR SPACING AND SHOPKIT NOTES ON THIS PAGE FOR ADDITIONAL INFORMATION. WAP S SYMBOL ID DESCRIPTION REMARKS RECESSED DOWNLIGHTA 2500 LUMENS; MEDIUM BEAM. LED TRACK FIXTURE (BLACK)B 14 W; MEDIUM BEAM. SPACE AT 18" O.C., U.N.O. LINEAR TRACK FIXTUREC 37.2 W; FLOOD BEAM. "HALO" LIGHTING FIXTUREF SMALL HALO - DIAMETER 1800MM; HEIGHT 400MM. REFER TO KEYED NOTE #2. MOUNTING HEIGHT VARIES PER LOCATION - REFER TO ARCHITECT/OWNER DIRECTION. 48" LED STRIP LIGHTM4 SUSPEND LIGHT AT 13'-0" A.F.F. U.N.O. ON PLAN. 24" X 48" LED LIGHTM5 - LIGHTING SYMBOL ID DESCRIPTION REMARKS SPEAKER- DAISY-CHAIN TOGETHER WHERE POSSIBLE. NOT PERMITTED W/IN LANDLORD CONTROL ZONE. LOW-VOLTAGE TRAF-SYS MODULE-INSTALL BY OWNER VENDOR. WIELESS ACCESS POINT- WHEN LOCATED ON SALES FLOOR, MOUNT BELOW PAINT LINE (REFER TO ELEVATIONS FOR HEIGHT). T LED TRACK FIXTURED 20 W; MEDIUM BEAM. SPACE AT 48" O.C., U.N.O. SYMBOL ID DESCRIPTION REMARKS EMERGENCY LIGHTS (WALL-MOUNTED)EM REFER TO LIFE SAFETY PLAN FOR ADDT'L INFO. CENTER ABV. DOOR, IF APPLICABLE. IN SALES AREA, MOUNT ABV. PAINT LINE, REFER TO ELEVS; FINISH TO MATCH PAINT. LIFE SAFETY EQUIPMENT EXIT SIGN (WALL-MOUNTED)X1 REFER TO LIFE SAFETY PLAN FOR ADDITIONAL INFO. CENTER ABV. DOOR WHERE APPLICABLE. MOUNT AT 12'-0" A.F.F. TO CENTERLINE. SYMBOL ID DESCRIPTION REMARKS HVAC SUPPLY / RETURN DIFFUSER-REFER TO MECHANICAL PLANS FOR ADDITIONAL INFO. MECHANICAL & SPRINKLER EQUIPMENT EXHAUST FAN-REFER TO MECHANICAL PLANS FOR ADDITIONAL INFO. SPRINKLER HEAD-REFER TO MECHANICAL PLANS FOR ADDITIONAL INFO. SYMBOL ID DESCRIPTION REMARKS MISCELLANEOUS CEILING ACCESS PANEL-- DUPLEX RECEPTACLE, CEILING-RECESSED- REFER TO ELECTRICAL DRAWINGS & ARCH. POWER PLAN FOR ADDITIONAL INFORMATION. EXIT/EMERGENCY LIGHT COMBO (WALL-MOUNTED)XM REFER TO LIFE SAFETY PLAN FOR ADDITIONAL INFO. CENTER ABV. DOOR WHERE APPLICABLE. MOUNT AT 12'-0" A.F.F. TO CENTERLINE. SYMBOL LEGEND - REFLECTED CEILING PLAN 12 HANGING CINEMA SIGN FIXTURE. NEW HUNG CINEMA SIGN FIXTURE. SECURE TO FRT BLOCKING IN CEILING AND PROVIDE CONCEALED POWER. REFER TO ARCHITECTURAL POWER PLAN AND ELECTRICAL DRAWINGS FOR POWER REQUIREMENTS. FIXTURE PROVIDED BY LEGO, INSTALLED BY CONTRACTOR. CEILING TYPE (REFER TO FINISH SCHEDULE) LANDLORD NOTES & COMMENTS LED TRACK FIXTURE (WHITE)BW 14 W; MEDIUM BEAM. SPACE AT 18" O.C., U.N.O. RECESSED DOWNLIGHTA1 CONTECH LIGHTING; RDA6L2-30K-12D-S-X1-WHT-P W/ HB-24 MOUNTING ACCESSORIES 13 EXISTING LIGHT FIXTURE. EXISTING LIGHT FIXTURE TO REMAIN. PROTECT DURING ALL PHASES OF CONSTRUCTION. RESTORE TO LIKE-NEW CONDITIONS. 1'-11 1/4" 2'-8" ℄ ℄ ℄ ℄ ℄ EQ . 9'-0" SALES AREA101 OPEN C3 P-210 RESTROOM103 8'-0" C1 P-3 STOCK ROOM102 OPEN C3 UNFIN. HALL104 OPEN C3 UNFIN. WALL-MOUNTED LED TRACK FIXTUREB1 14 W; MEDIUM BEAM. WALL-MOUNT DIRECTLY ABOVE STOREFRONT GLAZING SYSTEM. NORTH EM COLCOLCOLCOL COL COL COL COL COLCOLCOLCOL 118'-9 1/2" (LEASE LINE) 16 ' - 4 1 / 2 " ( L E A S E L I N E ) 29 ' - 0 " ( L E A S E L I N E ) 118'-9 1/2" (LEASE LINE) 2" 30 ' - 2 " 1 1 / 2 " 30 ' - 4 " 13 ' - 2 1 / 2 " ( L E A S E L I N E ) 2" 1" EM WAP EM M5 M4 M4 M4 XM EM M4 M4 XM XM EM EM WAP XM D D D D D D D D D D D D D D D D D D D D B B B B B B B B B B B B D D D D D D D D D D D D D D D B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B M4M4 M4 M4M4 M4 M4 M4 M4 M4 M4 A A A A A A A D D WAP EM S S S S S EM EQ.EQ.℄ 5 EQ . 9'-0" ℄ 4'-7 3/4" EQ . EQ . ℄ ℄ ℄ ℄ ℄℄℄℄ ℄℄℄ ℄4'-6"4'-6"4'-6"4'-6"4'-6"4'-6"4'-6"2'-6 3/4" EQ . EQ . 7' - 0 " 7' - 0 " 4'- 8 1 / 2 " 7' - 0 " 6'- 7 1 / 4 " 48" O.C. TYP. 48 " O . C . T Y P . 4'-6"8 1/2" ℄ EQ . ℄ EQ . EQ . ℄ EQ . EQ . ℄ EQ . 48" O.C. TYP. 4'- 6 " 3'- 1 0 3 / 4 " 3'- 1 0 3 / 4 " 3' - 1 0 3 / 4 " 4'- 6 " 3' - 1 0 3 / 4 " 9'-0"9'-0"5'-0 1/4"EQ . EQ . 3'- 1 0 1 / 2 " 3'- 1 0 1 / 2 " ℄ ℄ ℄ EQ . EQ . ℄ 2' - 0 " ℄ ℄ 1' - 8 3 / 4 " 1' - 1 1 " 1'-10 1/2" ℄ 2' - 0 " ℄ ℄ 2' - 3 " 1' - 8 3 / 4 " 1'-10 1/2" 12 12 1 1 2 1' - 1 1 1 / 2 " ℄℄℄ 21'-9"22'-6"9'-3"8'-5 1/2" 33'-11"23'-4"22'-4 1/4" 9' - 6 " EQ. 3'-4" 9 9 1 TYP. 1 TYP. 8 1 TYP. TYP. TYP. 31'-7"EQ. 9 10'-8 1/2" C1 P-3 10'-8 1/2" C1 P-3 10'-8 1/2" C1 P-3 3'-3" 3'- 1 0 3 / 4 " ℄ 14 SEISMIC BRACING AT GYP. CLG. REFER TO DETAILS AT A13/A-501 FOR SEISMIC BRACING AND CONSTRUCTION DETAILS FOR NEW GYPSUM BOARD/METAL STUD CEILING CONSTRUCTION AT TOILET ROOM 14 A-111 REFLECTED CEILING PLAN REV. A B C D E F G H J K L M N P 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 181716151413121110987654321 SHEET TITLE DATE DESCRIPTION THE SHOPS AT SANTA ANITA SHEET NO. 400 S BALDWIN AVE UNIT D9 ARCADIA, CA 91007 LEGO Nelco Architecture, Inc. 201 EAST 4TH STREET SUITE 17 CINCINNATI, OH 45202 513.241.3000 WWW.NELSONWORLDWIDE.COM NELSON PROJECT NUMBER: 24.0002536.000 AUTHORIZED FOR: LANDLORD REVIEW SET- BID & PERMIT SET-12 / 16 / 2024 12 / 16 / 2024 PERMIT SUBMITTAL BLDG DEPT RESPONSE102 / 28 / 2025 BLDG DEPT RESPONSE204 / 25 / 2025 Working Drawing Review These Drawings have been reviewed for general design intent only. All actual field condi�ons are required to be verified by the Tenants Architect and/ or Contractor. Tenants are responsible for complying with all government regula�ons. One (1) copy of this Landlord stamped set of drawings is required to be always kept on the job site. Conditional approval as noted* *ADD NOTE: Protect in place all existing fireproofing on steel columns and beams and patch repair any damage to maintain the fire rating. *ADD NOTE: Protect in place utilities running through the space that service the mall or other tenants in place (including electrical, data and water line.) *ADD NOTE: Protect in place ducting running through the space that service the mall or other tenants in place. *Contractor to hire Landlord mandatory subs including roof, fire sprinkler, fire alarm, structural architect. *HVAC replaced 5/2025 Riderwood USA, Inc. Signed Fernando De Santiago Date 5/5/2025 FINISH PLANF1 A-121 SCALE: 1/4" = 1'-0" XX-X XX-X XX-X XX-X ROOM FINISH SYMBOL KEY FLOOR FINISH BASE FINISH WALL FINISH CEILING FINISH LEASE LINE. LOCATION OF LEASE LINE PER LANDLORD PROVIDED LOD PLANS.1 LANDLORD FLOORCOVERING. EXISTING LANDLORD FLOORCOVERING TO REMAIN. PROTECT DURING ALL PHASES OF CONSTRUCTION. RESTORE/REPLACE TO LIKE-NEW CONDITION AT CONCLUSION OF PROJECT. 2 POWER & DATA BELOW FIXTURES. INSTALL FLOOR-RECESSED POWER AND DATA DUPLEX BELOW SALES FLOOR FIXTURE. CENTER RECEPTACLE BELOW FIXTURE, U.N.O. PREFERENCE IS FOR RECEPTACLE TO BE INSTALLED AT CENTER OF FLOOR TILE, IF POSSIBLE. RECEPTACLE SHALL BE FULLY RECESSED AND PROTRUDE NO MORE THAN 1/8" ABOVE FINISHED FLOOR. REFER TO FLOOR PENETRATION PLAN FOR LOCATION. REFER TO ARCHITECTURAL POWER PLAN AND ELECTRICAL DRAWINGS FOR ADDITIONAL INFO. 6 3 CORNER GUARD - SALES AREA. INSTALL CORNER GUARD ABOVE BASE AT CORNER(S) INDICATED. SPEC: 48" X 1-1/2" X 1-1/2", LEXAN CORNER GUARD (WWW.THECORNERGUARDSTORE.COM, ITEM # CGLX-4112-WHITE-11045). FASTENERS SHALL MATCH GUARD FINISH. 4 CORNER GUARD - BACK-OF-HOUSE AREA. INSTALL CORNER GUARD ABOVE BASE AT CORNER(S) INDICATED. SPEC: 48" X 1-1/2" X 1-1/2", 18 GA. STAINLESS STEEL CORNER GUARD (WWW.THECORNERGUARDSTORE.COM, ITEM # CG-SS4-18481.5-90). FASTENERS SHALL MATCH GUARD FINISH. 5 SKIM CONCRETE. FLASH SKIM EXISTING CONCRETE SLAB TO A MAXIMUM TOLERANCE OF 1/8" IN 12'-0" SQUARE AREA. SKIMMING SHALL OCCUR AT ALL STORAGE SHELVING TRACK LOCATIONS (ENTIRE AREA). 7 WATER PROOFING MEMBRANE. FLUID-APPLIED WATERPROOFING MEMBRANE SHALL EXTEND UP PARTITIONS 8" A.F.F. AND 8" ABOVE TOP OF SINK.8 WALL PROTECTION. DASHED LINE INDICATES FRP-1 AT DRINKING FOUNTAIN AREA. EXTEND FRP-1 TO 48" A.F.F. PAINT WALL ABOVE PER FINISH PLAN & SCHEDULE.9 TILE WORK START POINT. SYMBOL REPRESENTS WORK START POINT FOR TILE INSTALLATION. DESIGN INTENT IS TO CENTER ON ENTRANCE DOORS, U.N.O. TILES SHALL NOT BE CUT UNLESS TILE PATTERN IS ON AN ANGLE. "BRICK" CLADDING WALL PATTERN. TYPICAL WALL-APPLIED BRICK PATTERN. REFER TO DETAILS FOR PATTERN. REFER TO CONSTRUCTION PLAN FOR GYP. BD. WALL FINISH REQUIREMENTS.10 ROOM FINISH SCHEDULE NO.NAME FLOOR BASE WALLS CEILING NOTES 101 SALES AREA PT-1, PT-2 WB-2 P-1, P-2 P-1, P-2 REFER TO ELEV. ACRYLIC PANEL (AC-1) FINISH NOTES A.APPLY (3) COATS OF KILZ INTERIOR PRIMER (COLOR: WHITE) TO GYP. BD. SUBSTRATE. ALLOW 72-HOURS OF DRY TIME PRIOR TO INSTALLATION OF PANELS. B.INSTALL PANELS WITH LOCKTITE POWER GRAB EXTERIOR CONSTRUCTION ADHESIVE. MECHANICAL FASTENERS ARE NOT ACCEPTABLE. C.ALL EDGES OF ACRYLIC PANELS SHALL HAVE 1/8", 45° CHAMFERS. ANY PANELS CUT IN FIELD SHALL HAVE ALL 1/8", 45° CHAMFERS APPLIED TO IT. D.PANELS SHALL BE INSTALLED WITH 1/16" SPACING BETWEEN PANELS. E.REFER TO DETAIL D1 / A-503 FOR OUTSIDE CORNER DETAIL. GENERAL NOTES - FINISH PLAN LANDLORD NOTES & COMMENTS KEYED NOTES - FINISH PLAN A.SUBMITTALS & QUESTIONS. ALL SUBMITTALS AND QUESTIONS REGARDING FINISH SPECIFICATIONS SHALL BE DIRECTED TO THE ARCHITECT VIA EMAIL OR DIRECT SUBMISSION. B.OOM FINISHES. REFER TO ANNOTATIONS ABOVE FOR TYPICAL FINISHES WITHIN ROOM, U.N.O. C.FLOORCOVERING INSTALLATION. ALL FLOOR COVERING MATERIALS SHALL BE INSTALLED PER MANUFACTURER'S STANDARD DETAILS AND SPECIFICATIONS. CONTRACTOR SHALL VERIFY WITH THE MANUFACTURER PRIOR TO INSTALLATION. D.DOOR THRESHOLD TRANSITIONS. ALL MATERIAL TRANSITIONS AT DOOR THRESHOLDS SHALL BE AT DOOR CENTERLINE, U.N.O. E.TYPICAL DIMENSIONS. ALL DIMENSIONS ARE TO CENTERLINE OF TRANSITION BETWEEN FLOORING MATERIALS OR FINISH COLOR OF SAME MATERIAL. F.TILE PATTERN. TILE PATTERN SHOWN ON PLAN MAY NOT SHOW ALL TILES. FLOORCOVERING CONTRACTOR SHALL BE RESPONSIBLE FOR LAYING OUT PATTERN AND DETERMINING QUANTITY OF TILE REQUIRED. G.FINISHED FLOOR PROTECTION. G.C. SHALL PROTECT FINISHED FLOORING WITH RAM BOARD OR SIMILAR UNTIL THE STORE IS READY FOR OPENING. H.EXISTING TO REMAIN DOORS AND FRAMES. ALL DOORS AND FRAMES NOTED AS EXISTING TO REMAIN SHALL BE CLEANED, REPAIRED AND PAINTED AS REQUIRED TO RESTORE TO LIKE-NEW CONDITION, AS DETERMINED BY THE ARCHITECT AND OWNER. FINISH PER DOOR SCHEDULE. I.NEW DOORS AND FRAMES. ALL NEW DOORS AND FRAMES SHALL BE PAINTED OR FINISHED PER DOOR SCHEDULE. SHEEN SHALL BE SEMI-GLOSS ENAMEL, U.N.O. J.FINAL APPROVAL OF FINISHES. FINAL APPROVAL OF ALL FINISHES SHALL BE PER DISCRETION OF ARCHITECT AND OWNER. NOTIFY OWNER'S REPRESENTATIVE OF ANY DISCREPANCIES. CONTRACTOR TO PROVIDE SAMPLES AND PRODUCT DATA OF ALL FINISHES PRIOR TO INSTALLATION. K.UNACCEPTABLE FLOOR WORK. CONTRACTOR SHALL BE RESPONSIBLE FOR ANY UNACCEPTABLE FLOOR FINISH WORK CAUSED BY POOR SUB-FLOOR CONDITIONS AND IMPROPER PROTECTION OF FINISH FLOOR MATERIAL AFTER INSTALLATION. L.PAINT FINISH COAT. PAINTING CONTRACTOR SHALL OBTAIN APPROVAL OF FINISH COAT FROM ARCHITECT AND OWNER'S REPRESENTATIVE. M.WALL FINISHES. REFER TO ELEVATIONS FOR WALL FINISHES WHEN MORE THAN ONE FINISH IS USED. N.OUTLET COVER FINISH. REFER TO ARCHITECTURAL POWER PLAN FOR OUTLET COVER FINISHES. O.FINISH MATERIAL WASTE. UPON COMPLETION OF THE WORK THE CONTRACTOR SHALL REMOVE FROM THE PREMISES, ALL WASTE MATERIALS, RUBBISH, WRAPPINGS, ETC. AS GENERATED BY THE FINISH MATERIALS. P.EXISTING TO REMAIN SURFACES. ALL EXISTING TO REMAIN SURFACES AND SPACES SHALL BE RESTORED TO LIKE-NEW CONDITION AS REQUIRED TO PROVIDE PROPER SUBSTRATE FOR NEW FINISHES. REFER TO CONSTRUCTION PLAN FOR ADDITIONAL INFORMATION. Q.SUB-FLOOR CONDITION. FLOORING CONTRACTOR SHALL VERIFY CONDITION OF SUB-FLOOR PRIOR TO FINISH APPLICATION AND REPAIR AS NECESSARY TO ACHIEVE LEVEL & CLEAN SURFACE. CONTRACTOR SHALL PROVIDE CRACK ISOLATION AND ANTI FRACTURE MEMBRANE AS NECESSARY. R.CAULK AT DOOR FRAMES. CONTRACTOR SHALL CAULK AROUND DOOR FRAMES PRIOR TO PAINTING. S.CAULK AT HVAC GRILLES. CONTRACTOR SHALL CAULK AROUND HVAC GRILLES PRIOR TO PAINTING. T.FLAME SPREAD AT WALL & CEILING FINISHES. ALL WALL AND CEILING FINISHES SHALL HAVE A MAXIMUM FLAME SPREAD RATING OF "CLASS I". ALL INTERIOR FINISHES SHALL MEET FLAME SPREAD AND SMOKE DEVELOPMENT RATING AS REQUIRED BY APPLICABLE CODE SECTION. MANUFACTURER'S SPECIFICATIONS FOR INTERIOR FINISHES SHALL BE PROVIDED TO THE BUILDING CODE OFFICIAL UPON REQUEST. U.SCRIBING AT WOOD BASE. CONTRACTOR SHALL SCRIBE WOOD BASE TO FLOOR TO MINIMIZE GAPS BETWEEN BOTTOM OF BASE AND TILE FLOOR. V.FLOOR TILE INSTALLATION. ALL TILE FLOOR SHALL BE INSTALLED PER MANUFACTURER'S REQUIREMENTS, TCNA; ANSI A108 & A118 & A136. W.WATER MEMBRANE AT WET AREAS. CONTRACTOR SHALL INSTALL 30 MIL POLYETHYLENE CLEAVAGE MEMBRANE IN ALL WET AREAS. MEMBRANE MUST EXTEND A MINIMUM OF 6" UP WALL, U.N.O. CONFIRM HEIGHT REQUIRED AT TOILET ROOM WITH MALL REPRESENTATIVE AND TENANT DESIGN CRITERIA. X.CAULK AT WOOD BASE & TILE. CONTRACTOR SHALL CAULK (COLOR: GREY) TRANSITION BETWEEN WOOD BASE AND TILE FLOORING. Y.SLAB TESTING. FLOORING CONTRACTOR SHALL PROVIDE A CALCIUM CHLORIDE TEST OF CONCRETE SLAB 24 HOURS PRIOR TO INSTALLATION. TEST SHALL BE PREFORMED BY AN INDEPENDENT TESTING AGENT. SUBMIT REPORT TO ARCHITECT PRIOR TO STARTING ANY FLOORING WORK. Z.SOFT CAULKING. CONTRACTOR SHALL ADD SOFT CAULK WHERE REQUIRED BY SCOPE OF WORK. AA.FLOOR SURFACE AT ENTRANCE / DOORS. FLOOR SURFACES AT ENTRY SHALL BE LEVELED TO ASSURE SMOOTH SURFACE TRANSITION BETWEEN EXISTING AND NEW FLOOR FINISH MATERIALS. AB.PAINT COATS. ALL PAINT APPLICATIONS SHALL INCLUDE PRIMER TO COVER ANY EXISTING FINISH AND (2) MINIMUM COATS OF INDICATED PAINT. AC.CEILING PAINT SHEEN. ALL DRYWALL CEILINGS AND ASSOCIATED FACES OF VERTICAL SOFFIT DROPS SHALL BE PAINTED PER CEILING PLAN OR ELEVATIONS WITH A FLAT FINISH, U.N.O. AD.FIRE-RETARDANCY AT PAINT. ALL PAINT MATERIALS SHALL BE FIRE-RETARDANT IN ACCORDANCE WITH LOCAL FIRE DEPARTMENT REGULATIONS. AE.PAINT BEHIND FIXTURES. ALL PAINT SHALL BE CARRIED BEHIND PERIMETER FIXTURES AND MILLWORK. AF.PAINT FINISH AT WOOD BASE. ALL PAINT APPLIED TO WOOD BASES SHALL BE SEMI-GLOSS ENAEML, U.N.O. AG.TILE MOVEMENT JOINT. PROVIDE TILE MOVEMENT JOINT / GROUT PER TILE COUNCIL OF AMERICA - 20 FEET O.C. MAXIMUM IN ALL DIRECTIONS. PT 1 FLOORCOVERING FINISH PATTERN LEGEND PATTERN ID DESCRIPTION PORCELAIN TILE (TYPICAL IN SALES AREA; PROVIDE ANTI-FRACTURE MEMBRANE BELOW TILE) PT 2 PORCELAIN ACCENT TILE (AS SHOWN IN SALES AREA; PROVIDE ANTI-FRACTURE MEMBRANE BELOW TILE) VS 1 SHEET VINYL (TYPICAL IN TOILET ROOM) SAFETY STRIPES (YELLOW)- CON 1 EXPOSED CONCRETE (TYPICAL IN BOH AREAS) WALL BRICK PATTERN LEGEND WB 1 PATTERN ID DESCRIPTION LEGO YELLOW (RAL 1023) WB 2 LEGO ORANGE (PANTONE 137C) WB 3 LEGO GREY (RAL 7040) WB 4 LEGO WHITE (-) FINISH SCHEDULE ID DESCRIPTION AREA / ROOM MANUFACTURER SPECIFICATION FLAME SPREAD / SMOKE DEVELOPED RATING FLOOR FINISH SPECIFICATIONS PT-1 PORCELAIN TILE SALES AREA REFIN 24" X 24", COLOR BODY - EXHIBITION GREY.- PT-2 PORCELAIN TILE (ACCENT)SALES AREA TBD.24" X 24", COLOR BODY - TBD.- EP-1 EPOXY FLOORING STOCK ROOM PPG MEGASEAL HSPC; COLOR: GREY.- CON-1 EXPOSED CONCRETE CORRIDOR / STOCK ROOM --- VS-1 VINYL SHEET FLOORING TOILET ROOM JOHNSONITE IQ OPTIMA; CONCRETE SLAB #0864; HOMOGENOUS SHEET FLOORING.CLASS 1 MT-1 MALL FLOORING ENTRY / MALL CONCOURSE -G.C. SHALL ENSURE LANDLORD'S FINISH IS CARRIED UP TO TENANT ENTRY.- ID DESCRIPTION AREA / ROOM MANUFACTURER SPECIFICATION FLAME SPREAD / SMOKE DEVELOPED RATING WALL BASE SPECIFICATIONS RB-1 WALL BASE - RUBBER BOH AREAS JOHNSONITE #40 - BLACK.CLASS C WB-1 WALL BASE - WOOD SALES AREA 1" X 4" FIRE-RETARDANT POPLAR CLAM SHELL EDGE ALONG TOP; PAINT P-4.- ID DESCRIPTION AREA / ROOM MANUFACTURER SPECIFICATION FLAME SPREAD / SMOKE DEVELOPED RATING GROUT SPECIFICATIONS G-1 GROUT SALES FLOOR MAPEI #19 PEARL GREY; MAX: 1/8" WIDE JOINT; GROUT PER MANU. GUIDELINES.- ID DESCRIPTION AREA / ROOM MANUFACTURER SPECIFICATION FLAME SPREAD / SMOKE DEVELOPED RATING PAINT SPECIFICATIONS P-1 TYPICAL FINISH BENJAMIN MOORE WHITE; INTERIOR READY MIX; LEVEL 5 FINISH AT GYP. BD.- P-2 CEILING & SOFFITS - SALES AREA ALMOST BLACK, COLOR MATCH RAL #7016 ANTHRACITE GREY; LEVEL 5 FIN.- P-3 PAINT - FLAT CEILING - BOH WHITE; INTERIOR READY MIX; LEVEL 4 FINISH - P-4 PAINT - SATIN WOOD BASE - SALES AREA CW-695 LAMPBLOCK - BENJAMIN MOORE BENJAMIN MOORE BENJAMIN MOORE PAINT - SATIN PAINT - SATIN ID DESCRIPTION AREA / ROOM MANUFACTURER SPECIFICATION FLAME SPREAD / SMOKE DEVELOPED RATING MISCELLANEOUS SPECIFICATIONS FRP-1 WET AREAS SEQUENTIA STRUCTO DECOR, TEXTURED, SILVER #0066; SEAL ALL SEAMS & EDGES CLASS A AC-1 SALES WALLS 7-1/4" X 1'-11-5/8" X 1/4" WHITE; REFER TO ACRYLIC PANEL NOTES THIS SHT.- P-3 PERFORATED METAL CEILING - SALES WHITE; 24" X 48" PANELS; 10-12MM HOLES W. LINEAR PANEL.- ALUMINUM PANELS CLADDING - ALUMINUM TILES FIBER-REINFORCED PANEL WO 1 WALK-OFF MATT WO-1 WALK-OFF MATT VESTIBULE AMERICAN FLOOR MATS ITEM NO: RSRRM; COLOR: CHARCOAL - NORTH 102 STOCK ROOM CON-1 RB-1 P-1 UNFIN.P-1 TO 12' A.F.F. ONLY 103 TOILET ROOM VS-1 VS-1 P-1, FRP-1 P-3 - 104 HALL CON-1 RB-1 P-1 UNFIN.- COLCOLCOLCOL COL COL COL COL COLCOLCOLCOL 118'-9 1/2" (LEASE LINE) 16 ' - 4 1 / 2 " ( L E A S E L I N E ) 29 ' - 0 " ( L E A S E L I N E ) 118'-9 1/2" (LEASE LINE) 2" 30 ' - 2 " 1 1 / 2 " 30 ' - 4 " 13 ' - 2 1 / 2 " ( L E A S E L I N E ) 2" 1" J J J 3 A1 A-601 6 6 66 6 9 TYP.5 TYPICAL, ENTIRE ROOM A5 A-601 3' - 0 " 5'-0" REST ROOM103 P-1, FRP-1 P-3 VS-1 VS-1 STOCK ROOM102 P-1 UNFIN. CON-1 RB-1 TYP. 7 5 4 HALL104 P-1 UNFIN. CON-1 RB-1 TYPICAL, 7 P-1 P-2,P-3 PT-1,PT-2 WB-1 SALES AREA1012'- 0 " 2'-0"9 5 6 5 5 5 5 8 1 1 1 1 1 TYP. TYP. TYP. TYP. TYP. 5 D1 A-601 4 6 4 A-121 FINISH PLAN REV. A B C D E F G H J K L M N P 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 181716151413121110987654321 SHEET TITLE DATE DESCRIPTION THE SHOPS AT SANTA ANITA SHEET NO. 400 S BALDWIN AVE UNIT D9 ARCADIA, CA 91007 LEGO Nelco Architecture, Inc. 201 EAST 4TH STREET SUITE 17 CINCINNATI, OH 45202 513.241.3000 WWW.NELSONWORLDWIDE.COM NELSON PROJECT NUMBER: 24.0002536.000 AUTHORIZED FOR: LANDLORD REVIEW SET- BID & PERMIT SET-12 / 16 / 2024 12 / 16 / 2024 PERMIT SUBMITTAL BLDG DEPT RESPONSE102 / 28 / 2025 BLDG DEPT RESPONSE204 / 25 / 2025 Working Drawing Review These Drawings have been reviewed for general design intent only. All actual field condi�ons are required to be verified by the Tenants Architect and/ or Contractor. Tenants are responsible for complying with all government regula�ons. One (1) copy of this Landlord stamped set of drawings is required to be always kept on the job site. Conditional approval as noted* *ADD NOTE: Protect in place all existing fireproofing on steel columns and beams and patch repair any damage to maintain the fire rating. *ADD NOTE: Protect in place utilities running through the space that service the mall or other tenants in place (including electrical, data and water line.) *ADD NOTE: Protect in place ducting running through the space that service the mall or other tenants in place. *Contractor to hire Landlord mandatory subs including roof, fire sprinkler, fire alarm, structural architect. *HVAC replaced 5/2025 Riderwood USA, Inc. Signed Fernando De Santiago Date 5/5/2025 SCALE: REVEAL DETAIL AT MILLWORK FIN END CONDITION A1 6" = 1'-0" FINISHED FACE OF MILLWORK FIN. MILLWORK FIN NEW WALL 3/4" TH. F.R.T. PLYWOOD - CONTINUOUS VERTICALLY FOR HEIGHT OF FIN & SET BACK 1/2" FROM FINISHED FACE OF MILLWORK. PAINT TO MATCH WALL. CV = 6 4 C F 48 " X 2 4 " CV = 64CF 48" X 24" CV = 4 8 C F 36 " X 2 4 " CV = 4 8 C F 36 " X 2 4 " CV = 6 4 C F 48 " X 2 4 " CV = 4 8 C F 36 " X 2 4 " CV = 4 8 C F 36 " X 2 4 " CV = 4 8 C F 36 " X 2 4 " CV = 6 4 C F 48 " X 2 4 " CV = 4 8 C F 36 " X 2 4 " CV = 4 8 C F 36 " X 2 4 " CV = 4 8 C F 36 " X 2 4 " CV = 6 4 C F 48 " X 2 4 " CV = 6 4 C F 48 " X 2 4 " CV = 4 8 C F 36 " X 2 4 " CV = 4 8 C F 36 " X 2 4 " CV = 4 8 C F 36 " X 2 4 " CV = 6 4 C F 48 " X 2 4 " CV = 4 8 C F 36 " X 2 4 " CV = 4 8 C F 36 " X 2 4 " CV = 4 8 C F 36 " X 2 4 " CV = 64CF 48" X 24" CV = 6 4 C F 48 " X 2 4 " CV = 4 8 C F 36 " X 2 4 " CV = 4 8 C F 36 " X 2 4 " CV = 64CF 48" X 24" CV = 4 8 C F 36 " X 2 4 " CV = 4 8 C F 36 " X 2 4 " CV = 4 8 C F 36 " X 2 4 " CV = 4 8 C F 36 " X 2 4 " CV = 4 8 C F 36 " X 2 4 " CV = 6 4 C F 48 " X 2 4 " CV = 48 CF 36" X 24" CV = 4 8 C F 36 " X 2 4 " CV = 4 8 C F 36 " X 2 4 " COLCOLCOLCOL COL COL COL COL COLCOLCOLCOL 118'-9 1/2" (LEASE LINE) 16 ' - 4 1 / 2 " ( L E A S E L I N E ) 29 ' - 0 " ( L E A S E L I N E ) 118'-9 1/2" (LEASE LINE) 2" 30 ' - 2 " 1 1 / 2 " 30 ' - 4 " 13 ' - 2 1 / 2 " ( L E A S E L I N E ) 2" 1" FIXTURE PLANF1 A-131 SCALE: 1/4" = 1'-0" 1TYPICAL A9 A-401 SALES AREA101 HALL104 STOCK ROOM102 NORTH RESTROOM103 1 TYPICAL 1 TYPICAL 23F 3F TYPICAL 3F TYPICAL 3F TYPICAL 3F TYPICAL 3F 3F 4 5 6 8 7 9 1 TYPICAL 9 9 10 11 12 13 14 3F 3F 3F TYPICAL TYPICAL TYPICAL 1ABOVE 3 2 445 678A 8B10B 21 10B 21 10A 21 11 11 13D 13A 11 14 ABOVE ABOVE 20 TYPICAL 20 TYPICAL 20A 20 TYPICAL 2222 20 TYPICAL 20 TYPICAL 23 20 TYPICAL REFER TO DETAIL A1 REFER TO DETAIL A1 REFER TO DETAIL A1 ±6 ' - 8 " ±5 ' - 7 1 / 2 " 5'-0" 20A LANDLORD NOTES & COMMENTS A.FIRE-RETARDANT BLOCKING. CONTRACTOR SHALL PROVIDE FIRE-RETARDANT BLOCKING AS REQUIRED FOR ALL WALL MOUNTED FIXTURES. REFER TO CONSTRUCTION PLAN FOR ADDITIONAL INFORMATION. B.CASHWRAPS. REFER TO DETAIL SHEETS FOR DIAGRAMMATIC DRAWINGS OF CASHWRAP UNITS. C.ACCESSIBILITY MINIMUM CLEARANCES. REFER TO THE BELOW NOTES REGARDING CLEARANCES REQUIRED TO BE MAINTAINED THROUGHOUT PROJECT: C.A.FIXTURES SHOWN ON PLAN ARE PLACED IN A DIAGRAMMATIC MANNER. ARCHITECTURAL PLANS ONLY INDICATE ESTIMATED LOCATIONS OF LOOSE FIXTURES. ACTUAL PLACEMENT SHALL BE DETERMINED BY INSTALLING CONTRACTOR BASED ON ACTUAL FIXTURE QUANTITIES & PER CLEARANCES DICTATED BELOW. C.B.FIXTURE CONTRACTOR SHALL ARRANGE ALL LOOSE FIXTURES IN MANNER COMPLIANT WITH ALL GOVERNING JURISDICTIONAL REQUIREMENTS. C.C.TYPICAL ACCESS AISLE BETWEEN FIXTURES WHEN SERVING ELEMENT IS ON ONE SIDE ONLY SHALL BE NO LESS THAN 36" CLEAR. C.D.TYPICAL ACCESS AISLE BETWEEN FIXTURES WHEN SERVING ELEMENT IS ON BOTH SIDES SHALL BE NO LESS THAN 44" CLEAR. D.FIXTURE SECUREMENT AND ANCHORAGE. SECURE ALL PERIMETER SHELVING FIXTURES PER APPENDED STRUCTURAL DETAILS AND SKETCHES. GENERAL NOTES - FIXTURE PLAN STORE DATA TOTAL LEASED SQUARE FEET (S.F.) FRONT OF HOUSE SQUARE FEET (OCCUPIABLE) BACK OF HOUSE SQUARE FEET BACK OF HOUSE SHELVING CUBIC VOLUME WALL BAY CALCULATION 3,295 SF AS SURVEYED; NO SF LOD PROVIDED TBDFULL STOCK GENERAL EXCLUSIVES CABINET TOTAL --TBD TBD 4 -TBD 54 WITH RIBBON TOTAL BAYS FOR STORE (ALL BAYS HAVE GRAPHIC HEADERS) PICK + BUILD FIXTURE COUNT (2) UNITS CUSTOMER-FACING TOILET ROOM REQUIRED?YES REAR CUSTOMER EGRESS REQUIRED?YES 1,974 SF 769 SF 1,856 CF LEASE LINE. LOCATION OF LEASE LINE PER LANDLORD PROVIDED LOD PLANS.1 EMPLOYEE LOCKERS. (6) TIER, 12" W. X 12" H. X 15" D. 'C-THRU' METAL LOCKERS BY TENNSCO, MODEL # CBL6-121512-C. COLOR: MEDIUM GREY.2 FIXED SHELVING. RIVETIER II BOLTLESS STORAGE SHELVING SYSTEM. 8'-0" H. W/ SHELVES AT 18" - 20" O.C., TYPICAL. SHELVING UNITS SHALL BE ANCHORED TO FLOOR, WALL AND ADJACENT SHELVING UNITS IN ACCORDANCE W/ LOCAL SEISMIC REQUIREMENTS. SHELVING TO BE SUBMITTED UNDER SEPARATE, DEFERRED PERMIT, BY VENDOR. CONTACT GREG GARRISON AT (636) 938-7100 EXT. 221 TO ORDER ALL MATERIALS. ALLOW MINIMUM OF 3 - 4 WEEKS FOR DELIVERY. PROVIDE (2) 24" X 24" SIGNS STATING "NO STORAGE ABOVE 10'-0". 3F 4 I.T. RACK. INSTALL I.T. RACK AT LOCATION SHOWN - REFER TO ARCHITECTURAL POWER PLAN SHEET FOR ATTACHMENT DETAIL. MOUNT AT 7'-0" A.F.F. TO BOTTOM. REFER TO ELECTRICAL DRAWINGS FOR ADDITIONAL INFO. 5 WALL-MOUNTED I-PAD. WALL-MOUNTED I-PAD AT 48" O.C. 6 REFRIGERATOR & MICROWAVE STATION. REFRIGERATOR BELOW W. MICROWAVE ABOVE. INSTALL PER MANUFACTURER'S RECOMMENDATIONS. REFER TO ARCHITECTURAL POWER PLAN & ELECTRICAL DRAWINGS FOR POWER REQUIREMENTS. 7 MANAGER'S DESK. INSTALL MANAGER'S DESK AT LOCATION SHOWN. REFER TO ARCHITECTURAL POWER PLAN & ELECTRICAL DRAWINGS FOR POWER REQUIREMENTS. 8 SAFE. INSTALL FLOOR-MOUNTED SAFE AT LOCATION SHOWN. REFER TO ARCHITECTURAL POWER PLAN & ELECTRICAL DRAWINGS FOR POWER REQUIREMENTS. 9 WALL GRAPHICS. INSTALL WALL GRAPHICS AT LOCATION SHOWN PER MANUFACTURER'S STANDARDS. REFER TO ELEVATIONS FOR ADDITIONAL INFO. KEYED NOTES - FIXTURE PLAN ROLLING SHELVING. RIVETIER II BOLTLESS STORAGE SHELVING SYSTEM. 8'-0" H. W/ SHELVES AT 18" - 20" O.C., TYPICAL. SHELVING UNITS SHALL BE ANCHORED TO FLOOR, WALL AND ADJACENT SHELVING UNITS IN ACCORDANCE W/ LOCAL SEISMIC REQUIREMENTS. SHELVING TO BE SUBMITTED UNDER SEPARATE, DEFERRED PERMIT, BY VENDOR. CONTACT GREG GARRISON AT (636) 938-7100 EXT. 221 TO ORDER ALL MATERIALS. ALLOW MINIMUM OF 3 - 4 WEEKS FOR DELIVERY. PROVIDE (2) 24" X 24" SIGNS STATING "NO STORAGE ABOVE 10'-0". 3R LOOSE FIXTURES LEGEND ID #SYMBOL QTYFIXTURE DESCRIPTION 1 PERIMETER FIXTURES LEGEND ID #SYMBOL QTYFIXTURE DESCRIPTION STOREFRONT DISPLAY FIXTURES LEGEND 10 CHARGING STATION. INSTALL CHARGING STATION AT LOCATION SHOWN - REFER TO ARCHITECTURAL POWER PLAN SHEET FOR ATTACHMENT DETAIL. MOUNT AT 4'-0" A.F.F. TO BOTTOM. REFER TO ELECTRICAL DRAWINGS FOR ADDITIONAL INFO. ID #SYMBOL QTYFIXTURE DESCRIPTION HALO LIGHTING FIXTURE. ·CABLE SUSPENDED FROM STRUCTURE ABOVE. ·REFER TO REFLECTED CEILING PLAN AND ELECTRICAL DRAWINGS FOR ADDITIONAL INFORMATION. 1 1 3 50 3 0 0 0 2 4 0 1 12 COMMAND CENTER. ·INSTALL PER OWNER'S REQUIREMENTS. 13 LEADING AREA (MEDIUM). ·INSTALL PER OWNER'S REQUIREMENTS. 4 CROSS PODIUM FIXTURE. ·INSTALL PER OWNER'S REQUIREMENTS. ·REFER TO ARCHICTURAL POWER PLAN & ELECTRICAL DRAWINGS.2 5 GIFT UNIT FIXTURE WITH VITRINES. ·INSTALL PER OWNER'S REQUIREMENTS. ·REFER TO ARCH. POWER PLAN & ELECTRICAL DRAWINGS. 6 ·INSTALL PER OWNER'S REQUIREMENTS. ·REFER TO ARCH. POWER PLAN & ELECTRICAL DRAWINGS. STALL WITH AV. 1 17 BUILD-A-MINIFIGURE (BAM) FIXTURE. ·INSTALL PER OWNER'S REQUIREMENTS. ·REFER TO ARCH. POWER PLAN & ELECTRICAL DRAWINGS. 1 8B CIRCULAR PLAY TABLE FIXTURE. ·INSTALL PER OWNER'S REQUIREMENTS. ·REFER TO ARCH. POWER PLAN & ELECTRICAL DRAWINGS.1 8A STANDARD PLAY TABLE FIXTURE. ·INSTALL PER OWNER'S REQUIREMENTS. ·REFER TO ARCH. POWER PLAN & ELECTRICAL DRAWINGS. 9 IMPULSE UNIT (WITH 2 BINS). ·INSTALL PER OWNER'S REQUIREMENTS. ·REFER TO ARCH. POWER PLAN & ELECTRICAL DRAWINGS.0 10A CASH DESK WITH FLAG - ADA. ·UNIT W. PULL-OUT SHELF FOR ACCESSIBILITY COMPLIANCE. ·INSTALL PER OWNER'S REQUIREMENTS. ·REFER TO ARCH. POWER PLAN & ELECTRICAL DRAWINGS. ·REFER TO SHEET A-502 FOR ADDITIONAL INFORMATION. 1 210B CASH DESK WITH FLAG - TYPICAL. ·INSTALL PER OWNER'S REQUIREMENTS. ·REFER TO ARCH. POWER PLAN & ELECTRICAL DRAWINGS. ·REFER TO SHEET A-502 FOR ADDITIONAL INFORMATION. 11 BRAND MODEL FIXTURE. ·INSTALL PER MANUFACTURER'S STANDARDS. 12A WINDOW HANGING GRID + CINEMA SIGN - 1.2M. ·CABLE SUSPENDED FROM CEILING. ·REFER TO REFLECTED CEILING PLAN AND ELECTRICAL DRAWINGS FOR ADDITIONAL INFORMATION. 12B WINDOW HANGING GRID + CINEMA SIGN - 2.4M. ·CABLE SUSPENDED FROM CEILING. ·REFER TO REFLECTED CEILING PLAN AND ELECTRICAL DRAWINGS FOR ADDITIONAL INFORMATION. 12C WINDOW HANGING GRID + CINEMA SIGN - 3.6M. ·CABLE SUSPENDED FROM CEILING. ·REFER TO REFLECTED CEILING PLAN AND ELECTRICAL DRAWINGS FOR ADDITIONAL INFORMATION. 13A WINDOW GALLERY KOP (SMALL). ·INSTALL PER OWNER'S REQUIREMENTS. ·REFER TO ARCH. POWER PLAN & ELECTRICAL DRAWINGS. 13B WINDOW GALLERY KOP (MEDIUM). ·INSTALL PER OWNER'S REQUIREMENTS. ·REFER TO ARCH. POWER PLAN & ELECTRICAL DRAWINGS. 013C WINDOW GALLERY KOP (LARGE). ·INSTALL PER OWNER'S REQUIREMENTS. ·REFER TO ARCH. POWER PLAN & ELECTRICAL DRAWINGS. 14 CAMPAIGN KIT MONITOR. ·INSTALL PER OWNER'S REQUIREMENTS. ·REFER TO ARCH. POWER PLAN & ELECTRICAL DRAWINGS. 15A WINDOW CAMPAIGN KOP (SMALL) W/ 55" DIGITAL SCREEN. ·INSTALL PER OWNER'S REQUIREMENTS. ·REFER TO ARCH. POWER PLAN & ELECTRICAL DRAWINGS. 0 0 15B WINDOW CAMPAIGN KOP (MEDIUM) W/ 55" DIGITAL SCREEN. ·INSTALL PER OWNER'S REQUIREMENTS. ·REFER TO ARCH. POWER PLAN & ELECTRICAL DRAWINGS. 15C WINDOW CAMPAIGN KOP (LARGE) W/ 55" DIGITAL SCREEN. ·INSTALL PER OWNER'S REQUIREMENTS. ·REFER TO ARCH. POWER PLAN & ELECTRICAL DRAWINGS. FULL STOCK:TBD W. RIBBON:TBD 20 SHELVING BAY. ·INSTALL PER MANUFACTURER'S STANDARDS. ·REFER TO ARCH. POWER PLAN & ELECTRICAL DRAWINGS. ·REFER TO C9/A-503 & ELEVATIONS FOR ADDITIONAL INFORMATION. 21 REAR TILL UNITS. ·(3) CABINET UNITS W/ (5) MONITORS MOUNTED ABOVE. ·CABINETS INCLUDE (2) DRAWERS & XL PAPER BAGS FIXTURE. ·INSTALL PER OWNER'S REQUIREMENTS. ·REFER TO ARCH. POWER PLAN, SHEET 502 & ELECTRICAL DWGS. 22 PICK + BUILD WALL (1200 MODULE). ·INSTALL PER MANUFACTURER'S STANDARDS. ·REFER TO ARCH. POWER PLAN, SECTIONS & ELECTRICAL DRWG. 23 EXCLUSIVES BAYS. ·INSTALL PER MANUFACTURER'S STANDARDS. ·REFER TO ARCH. POWER PLAN & ELECTRICAL DRAWINGS. ·REFER TO C9/A-503 & ELEVATIONS FOR ADDITIONAL INFORMATION. 24 FIN / BAY END PANEL. ·INSTALL PER MANUFACTURER'S STANDARDS. ·REFER TO ELEVATIONS FOR ADDITIONAL INFORMATION. 25 PERIMETER SIDE PANEL (3-PIECES). ·INSTALL PER MANUFACTURER'S STANDARDS. ·REFER TO ELEVATIONS FOR ADDITIONAL INFORMATION. 26 DISRUPTER BAY FIXTURE. ·INSTALL PER MANUFACTURER'S STANDARDS. ·REFER TO ARCH. POWER PLAN & ELECTRICAL DRAWINGS. ·REFER TO C14/A-503 FOR ADDITIONAL INFORMATION. 26 DOUBLE SIDED BAY FIXTURE - TYPICAL. ·INSTALL PER MANUFACTURER'S STANDARDS. ·REFER TO ARCH. POWER PLAN & ELECTRICAL DRAWINGS. ·REFER TO C9/A-503 & ELEVATIONS FOR ADDITIONAL INFORMATION. 1 0 2 11 EMPLOYEE BREAK TABLE. INSTALL EMPLOYEE BREAK TABLE AND CHAIRS AT LOCATION SHOWN. REFER TO ARCHITECTURAL POWER PLAN & ELECTRICAL DRAWINGS FOR POWER REQUIREMENTS. 12 INTRUDER DEFENSE SYSTEM. WALL MOUNT INTRUDER DEFENSE SYSTEM WHERE SHOWN. REFER TO DOOR SCHEDULE FOR ADDITIONAL INFORMATION. 0 0 1 13D WINDOW GALLERY KOP (EXTRA SMALL). ·INSTALL PER OWNER'S REQUIREMENTS. ·REFER TO ARCH. POWER PLAN & ELECTRICAL DRAWINGS.1 13 I.T. DESK. INSTALL I.T. WORK DESK AT LOCATION SHOWN. SECURE TO WALL. COORDINATE WITH POWER REQUIREMENTS ABOVE AND BELOW DESK. 14 JANITOR STATION. INSTALL MOP SINK AND ASSOCIATED COMPONENTS AT LOCATION SHOWN. REFER TO PLUMBING DRAWINGS FOR ADDITIONAL INFORMATION. 02 A-131 FIXTURE PLAN REV. A B C D E F G H J K L M N P 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 181716151413121110987654321 SHEET TITLE DATE DESCRIPTION THE SHOPS AT SANTA ANITA SHEET NO. 400 S BALDWIN AVE UNIT D9 ARCADIA, CA 91007 LEGO Nelco Architecture, Inc. 201 EAST 4TH STREET SUITE 17 CINCINNATI, OH 45202 513.241.3000 WWW.NELSONWORLDWIDE.COM NELSON PROJECT NUMBER: 24.0002536.000 AUTHORIZED FOR: LANDLORD REVIEW SET- BID & PERMIT SET-12 / 16 / 2024 12 / 16 / 2024 PERMIT SUBMITTAL BLDG DEPT RESPONSE102 / 28 / 2025 BLDG DEPT RESPONSE204 / 25 / 2025 Working Drawing Review These Drawings have been reviewed for general design intent only. All actual field condi�ons are required to be verified by the Tenants Architect and/ or Contractor. Tenants are responsible for complying with all government regula�ons. One (1) copy of this Landlord stamped set of drawings is required to be always kept on the job site. Conditional approval as noted* *ADD NOTE: Protect in place all existing fireproofing on steel columns and beams and patch repair any damage to maintain the fire rating. *ADD NOTE: Protect in place utilities running through the space that service the mall or other tenants in place (including electrical, data and water line.) *ADD NOTE: Protect in place ducting running through the space that service the mall or other tenants in place. *Contractor to hire Landlord mandatory subs including roof, fire sprinkler, fire alarm, structural architect. *HVAC replaced 5/2025 Riderwood USA, Inc. Signed Fernando De Santiago Date 5/5/2025 A.FIXTURE LAYOUT. THE FIXTURE LAYOUT SHOWN IS FOR DIAGRAMMATIC PURPOSES ONLY. THE CONTRACTOR SHALL INSTALL FIXTURES PER OWNER PROVIDED LAYOUT. ALL FIXTURES SHALL BE INSTALLED FLUSH/IN SAME PLACE. B.PAINT LINE HEIGHT. THE PROPOSED PAINT LINE LOCATION IS FOR DESIGN INTENT ONLY. CONTRACTOR SHALL VERIFY HEIGHT PROPOSED DOES NOT CONFLICT WITH THE EXISTING AND NEW MECHANICAL SCOPE AND LIGHTING HEIGHTS. CONTACT ARCHITECT IMMEDIATELY IN INSTANCES OF CONFLICT PRIOR TO COMMENCING WORK. GENERAL NOTESLANDLORD NOTES & COMMENTS KEYED NOTESLEGO BRICK COLOR KEY PATTERN 001 LEGO WHITE PMS - WHITE RAL - 9010 DESCRIPTION 024 LEGO BRIGHT YELLOW PMS - 109C RAL - 1023 191 LEGO FLAME YELLOW PMS - 137 C RAL O70 70 80 194 LEGO MEDIUM GREY STONE RAL - 7040 PMS - 421 C POWER / DATA RECEPTACLE. LOCATION FOR POWER AND/OR DATA RECEPTACLE. REFER TO PLANS AND ELECTRICAL DRAWINGS FOR ADDITIONAL INFORMATION.17 TRACK LIGHTING. BOTTOM OF TRACK LIGHTING HEADS TO ALIGN WITH PAINT LINE. REFER TO REFLECTED CEILING PLAN AND ELECTRICAL DRAWINGS FOR ADDITIONAL INFORMATION.18 NEW DOOR AND FRAME. NEW DOOR AND FRAME - PAINT TO MATCH PARTITION. REFER TO CONSTRUCTION PLAN AND DOOR SCHEDULE FOR ADDITIONAL INFORMATION.19 MILLWORK VALANCE / LEGO BRICK PATTERN. MILLWORK VALANCE INSTALLED PER MANUFACTURER'S INSTRUCTIONS W. LEGO BRICK PATTERN ON SALES-FACING SIDE. PATTERN SHOWN FOR REFERENCE ONLY. MATERIALS PROVIDED BY LEGO. 20 DIGITAL SCREENS. DIGITAL DISPLAY SCREENS; INSTALL PER MANUFACTURER'S INSTRUCTIONS. REFER TO PLANS FOR ADDITIONAL INFORMATION.21 MANIFESTATION GRAPHICS. GLASS-APPLIED MANIFESTATION GRAPHICS FOR VISIBILITY COMPLIANCE. SOLAR FILM. TRANSPARENT SOLAR FILM APPLIED TO EXTERIOR FACE OF GLASS (3M SUN CONTROL WINDOW FILM PRESTIGE EXTERIOR SERIES - OR APPROVED EQUAL).24 LIT PANELS. LIT PANEL BOXES - INSTALL PER MANUFACTURER'S INSTRUCTIONS. REFER TO PLANS FOR ADDITIONAL INFORMATION.22 HANGING CINEMA SIGN. HANGING FIXTURE AND CINEMA SIGN. REFER TO R.C.P. AND POWER PLANS FOR ADDITIONAL INFORMATION. INSTALL PER MANUFACTURER'S INSTRUCTIONS.25 EXISTING STOREFRONT GLAZING. EXISTING STOREFRONT GLAZING TO REMAIN. CLEAN AND REPAIR AS REQUIRED TO ACHIEVE LIKE-NEW CONDITION.1X EXISTING STOREFRONT SYSTEM. EXISTING STOREFRONT GLAZING TO REMAIN. CLEAN AND REPAIR AS REQUIRED TO ACHIEVE LIKE-NEW CONDITION. ELECTROSTATICALLY PAINT ALL SIDES OF METAL BLACK. 2X ILLUMINATED "HALO" FIXTURE. STRUCTURE-HUNG ILLUMINATED "HALO" FIXTURE. ATTACH TO STRUCTURE VIA UNI-STRUT, CLAMP AND STEEL WIRE. DO NOT ATTACH TO METAL DECK. REFER TO REFLECTED CEILING PLAN, ARCHITECTURAL POWER PLAN AND ELECTRICAL DRAWINGS FOR ADDITIONAL INFO. FIXTURE & LIGHTING PROVIDED BY LEGO, INSTALLED BY CONTRACTOR. 3 ELEMENTS ABOVE PAINT LINE. ALL ELEMENTS ABOVE PAINT LINE SHALL BE PAINTED TO MATCH P-2 FINISH, INCLUDING BUT NOT LIMITED TO MECHANICAL COMPONENTS, STRUCTURE, PIPES, WIRE CONDUIT, ETC. STRUCTURE SHOWN IS DIAGRAMMATIC & MAY VARY IN THE FIELD. TYPICAL PERIMETER BAY FIXTURE. INSTALL PER MANUFACTURER'S INSTRUCTIONS. CONFIRM OVERALL WIDTH REQUIRED & ADJUST PERIMETER WALLS AS NEEDED. REFER TO PLANS FOR ADDITIONAL INFORMATION. 5 TYPICAL FIN FIXTURE. INSTALL PER MANUFACTURER'S INSTRUCTIONS. REFER TO PLANS FOR ADDITIONAL INFORMATION.6 PICK-A-BRICK PERIMETER FIXTURE. INSTALL PER MANUFACTURER'S INSTRUCTIONS. REFER TO PLANS FOR ADDITIONAL INFORMATION.7 REAR TILL PERIMETER CONSTRUCTION. INSTALL PER MANUFACTURER'S INSTRUCTIONS. REFER TO PLANS FOR ADDITIONAL INFORMATION.8 DISRUPTER BAY PERIMETER FIXTURE. INSTALL PER MANUFACTURER'S INSTRUCTIONS. REFER TO PLANS FOR ADDITIONAL INFORMATION.9 EXCLUSIVES BAY PERIMETER FIXTURE. INSTALL PER MANUFACTURER'S INSTRUCTIONS. REFER TO PLANS FOR ADDITIONAL INFORMATION.10 EXIT SIGN, WALL-MOUNTED. INSTALL WALL-MOUNTED EXIT SIGN AS SHOWN IN ELEVATION AND PER PLANS. FINISH SPECIFICATION OF SIGN TO MATCH PARTITION FINISH.11 EMERGENCY LIGHTING, WALL-MOUNTED. INSTALL WALL-MOUNTED EMERGENCY LIGHTING AS SHOWN IN ELEVATION AND PER PLANS. FINISH SPECIFICATION OF SIGN TO MATCH PARTITION FINISH. 12 13 STOREFRONT SIGNAGE. STOREFRONT SIGNAGE INSTALLED PER STOREFRONT ELEVATION, BY TENANT VENDOR, UNDER DEFERRED PACKAGE. REFER TO TENANT DESIGN CRITERIA FOR ADDITIONAL INFORMATION AND REQUIREMENTS. 23 4 14 26 DISPLAY FIXTURES. DISPLAY FIXTURES - REFER TO FIXTURE PLAN FOR ADDITIONAL INFORMATION; SHOWN HERE FOR REFERENCE ONLY. LEGO BRANDED GRAPHICS. DASHED AREA INDICATES PROPOSED LOCATION FOR WHITE WALL GRAPHICS. DESIGN BY LEGO, TBD. REFER TO CONSTRUCTION PLANS FOR ADDITIONAL INFO. BLADE SIGNAGE. BLADE SIGNAGE INSTALLED PER STOREFRONT ELEVATION & PLANS, BY TENANT VENDOR, UNDER DEFERRED PACKAGE. REFER TO TENANT DESIGN CRITERIA FOR ADDITIONAL INFORMATION AND REQUIREMENTS. OVERHEAD GRILLE. EXISTING OVERHEAD GRILLE AND RAILS TO REMAIN. G.C. SHALL REPAIR TO LIKE-NEW CONDITION. DO NOT PAINT OVER GRILLE GUIDE RAILS. 15 16 NEW STOREFRONT GLAZING. NEW STOREFRONT GLAZING. MATCH DESIGN AND CONSTRUCTION OF EXISTING ADJACENT STOREFRONT GLAZING. REFER SHEETS TO A-301 AND A-310 FOR ADDITIONAL INFORMATION. 1 NEW STOREFRONT SYSTEM. NEW STOREFRONT SYSTEM. MATCH DESIGN AND CONSTRUCTION OF EXISTING ADJACENT STOREFRONT SYSTEM. REFER SHEETS TO A-301 AND A-310 FOR ADDITIONAL INFORMATION. ELECTROSTATICALLY PAINT ALL SIDES OF METAL BLACK. 2 27 WALL-MOUNTED TRACK LIGHTING. WALL-MOUNT TRACK LIGHTING DIRECTLY ABOVE STOREFRONT GLAZING SYSTEM. REFER TO REFLECTED CEILING PLAN AND ELECTRICAL DRAWINGS FOR ADDITIONAL INFORMATION. INTERIOR ELEVATIONK1 A-201 SCALE: 1/4" = 1'-0" INTERIOR ELEVATIONE1 A-201 SCALE: 1/4" = 1'-0" INTERIOR ELEVATIONK12 A-201 SCALE: 1/4" = 1'-0" INTERIOR ELEVATIONE12 A-201 SCALE: 1/4" = 1'-0" 30 " T Y P . EXIT 30 " T Y P . EXIT 30 " T Y P . 30 " T Y P . 30 " T Y P . 23 TYP. 26 25 2X 1 24 TYP.2 1X 24 TYP. 26 TYP. 1X 24 TYP. TYP. 22X1 24 TYP. TYP. 25 113 FINISHED FLOOR 0'-0" A.F.F. WB 2 TYP. B.O. DECK 15'-9" A.F.F. T.O. STOREFRONT 10'-8 3/4" A.F.F. P 2TYP. ABOVE PAINT LINE 4 17 FINISHED FLOOR 0'-0" A.F.F. B.O. DECK ±15'-9" A.F.F. V.I.F. PAINT LINE 10'-8 1/2" A.F.F. WB 2 TYP. P 1 P 2 TYP. BELOW PAINT LINE TYP. ABOVE PAINT LINE4 13 19 6 58 20 TYP. 18 1211 TYPICAL AT PERIMETER BAYS H1 A-502 H15 A-502 FINISHED FLOOR 0'-0" A.F.F. PAINT LINE 10'-8 1/2" A.F.F. WB 2 TYP. B.O. DECK ±15'-9" A.F.F. V.I.F. P 1 P 2 TYP. BELOW PAINT LINE TYP. ABOVE PAINT LINE 20TYP. 4 18 5 10 13 17 25 12 12 17 TYPICAL AT PERIMETER BAYS H1 A-502 5 7 5136WB2 TYP. FINISHED FLOOR 0'-0" A.F.F. PAINT LINE 10'-8 1/2" A.F.F. B.O. DECK ±15'-9" A.F.F. V.I.F. 17 25 20 TYP. 18 P1 TYP. BELOW PAINT LINE P 2TYP. ABOVE PAINT LINE 4 17 TYPICAL AT PERIMETER BAYS H1 A-502 TYPICAL AT PICK + BUILD H7 A-502 22 2221 17 TYPICAL AT PERIMETER BAYS H1 A-502 P 1TYP. BELOW PAINT LINE 23TYP. A-201 INTERIOR ELEVATIONS REV. A B C D E F G H J K L M N P 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 181716151413121110987654321 SHEET TITLE DATE DESCRIPTION THE SHOPS AT SANTA ANITA SHEET NO. 400 S BALDWIN AVE UNIT D9 ARCADIA, CA 91007 LEGO Nelco Architecture, Inc. 201 EAST 4TH STREET SUITE 17 CINCINNATI, OH 45202 513.241.3000 WWW.NELSONWORLDWIDE.COM NELSON PROJECT NUMBER: 24.0002536.000 AUTHORIZED FOR: LANDLORD REVIEW SET- BID & PERMIT SET-12 / 16 / 2024 12 / 16 / 2024 PERMIT SUBMITTAL BLDG DEPT RESPONSE102 / 28 / 2025 BLDG DEPT RESPONSE204 / 25 / 2025 Working Drawing Review These Drawings have been reviewed for general design intent only. All actual field condi�ons are required to be verified by the Tenants Architect and/ or Contractor. Tenants are responsible for complying with all government regula�ons. One (1) copy of this Landlord stamped set of drawings is required to be always kept on the job site. Conditional approval as noted* *ADD NOTE: Protect in place all existing fireproofing on steel columns and beams and patch repair any damage to maintain the fire rating. *ADD NOTE: Protect in place utilities running through the space that service the mall or other tenants in place (including electrical, data and water line.) *ADD NOTE: Protect in place ducting running through the space that service the mall or other tenants in place. *Contractor to hire Landlord mandatory subs including roof, fire sprinkler, fire alarm, structural architect. *HVAC replaced 5/2025 Riderwood USA, Inc. Signed Fernando De Santiago Date 5/5/2025 INTERIOR ELEVATIONK1 A-202 SCALE: 1/4" = 1'-0" INTERIOR ELEVATIONK4 A-202 SCALE: 1/4" = 1'-0" LANDLORD NOTES & COMMENTS LEGO BRICK COLOR KEY PATTERN 001 LEGO WHITE PMS - WHITE RAL - 9010 DESCRIPTION 024 LEGO BRIGHT YELLOW PMS - 109C RAL - 1023 191 LEGO FLAME YELLOW PMS - 137 C RAL O70 70 80 194 LEGO MEDIUM GREY STONE RAL - 7040 PMS - 421 C FINISHED FLOOR 0'-0" A.F.F. B.O. DECK 15'-9" A.F.F. T.O. STOREFRONT 10'-8 1/2" A.F.F. FINISHED FLOOR 0'-0" A.F.F. B.O. DECK 15'-9" A.F.F. T.O. STOREFRONT 10'-8 1/2" A.F.F. 25 23TYP. 25 A.FIXTURE LAYOUT. THE FIXTURE LAYOUT SHOWN IS FOR DIAGRAMMATIC PURPOSES ONLY. THE CONTRACTOR SHALL INSTALL FIXTURES PER OWNER PROVIDED LAYOUT. ALL FIXTURES SHALL BE INSTALLED FLUSH/IN SAME PLACE. B.PAINT LINE HEIGHT. THE PROPOSED PAINT LINE LOCATION IS FOR DESIGN INTENT ONLY. CONTRACTOR SHALL VERIFY HEIGHT PROPOSED DOES NOT CONFLICT WITH THE EXISTING AND NEW MECHANICAL SCOPE AND LIGHTING HEIGHTS. CONTACT ARCHITECT IMMEDIATELY IN INSTANCES OF CONFLICT PRIOR TO COMMENCING WORK. GENERAL NOTESKEYED NOTES POWER / DATA RECEPTACLE. LOCATION FOR POWER AND/OR DATA RECEPTACLE. REFER TO PLANS AND ELECTRICAL DRAWINGS FOR ADDITIONAL INFORMATION.17 TRACK LIGHTING. BOTTOM OF TRACK LIGHTING HEADS TO ALIGN WITH PAINT LINE. REFER TO REFLECTED CEILING PLAN AND ELECTRICAL DRAWINGS FOR ADDITIONAL INFORMATION.18 NEW DOOR AND FRAME. NEW DOOR AND FRAME - PAINT TO MATCH PARTITION. REFER TO CONSTRUCTION PLAN AND DOOR SCHEDULE FOR ADDITIONAL INFORMATION.19 MILLWORK VALANCE / LEGO BRICK PATTERN. MILLWORK VALANCE INSTALLED PER MANUFACTURER'S INSTRUCTIONS W. LEGO BRICK PATTERN ON SALES-FACING SIDE. PATTERN SHOWN FOR REFERENCE ONLY. MATERIALS PROVIDED BY LEGO. 20 DIGITAL SCREENS. DIGITAL DISPLAY SCREENS; INSTALL PER MANUFACTURER'S INSTRUCTIONS. REFER TO PLANS FOR ADDITIONAL INFORMATION.21 MANIFESTATION GRAPHICS. GLASS-APPLIED MANIFESTATION GRAPHICS FOR VISIBILITY COMPLIANCE. SOLAR FILM. TRANSPARENT SOLAR FILM APPLIED TO EXTERIOR FACE OF GLASS (3M SUN CONTROL WINDOW FILM PRESTIGE EXTERIOR SERIES - OR APPROVED EQUAL).24 LIT PANELS. LIT PANEL BOXES - INSTALL PER MANUFACTURER'S INSTRUCTIONS. REFER TO PLANS FOR ADDITIONAL INFORMATION.22 HANGING CINEMA SIGN. HANGING FIXTURE AND CINEMA SIGN. REFER TO R.C.P. AND POWER PLANS FOR ADDITIONAL INFORMATION. INSTALL PER MANUFACTURER'S INSTRUCTIONS.25 EXISTING STOREFRONT GLAZING. EXISTING STOREFRONT GLAZING TO REMAIN. CLEAN AND REPAIR AS REQUIRED TO ACHIEVE LIKE-NEW CONDITION.1X EXISTING STOREFRONT SYSTEM. EXISTING STOREFRONT GLAZING TO REMAIN. CLEAN AND REPAIR AS REQUIRED TO ACHIEVE LIKE-NEW CONDITION. ELECTROSTATICALLY PAINT ALL SIDES OF METAL BLACK. 2X ILLUMINATED "HALO" FIXTURE. STRUCTURE-HUNG ILLUMINATED "HALO" FIXTURE. ATTACH TO STRUCTURE VIA UNI-STRUT, CLAMP AND STEEL WIRE. DO NOT ATTACH TO METAL DECK. REFER TO REFLECTED CEILING PLAN, ARCHITECTURAL POWER PLAN AND ELECTRICAL DRAWINGS FOR ADDITIONAL INFO. FIXTURE & LIGHTING PROVIDED BY LEGO, INSTALLED BY CONTRACTOR. 3 ELEMENTS ABOVE PAINT LINE. ALL ELEMENTS ABOVE PAINT LINE SHALL BE PAINTED TO MATCH P-2 FINISH, INCLUDING BUT NOT LIMITED TO MECHANICAL COMPONENTS, STRUCTURE, PIPES, WIRE CONDUIT, ETC. STRUCTURE SHOWN IS DIAGRAMMATIC & MAY VARY IN THE FIELD. TYPICAL PERIMETER BAY FIXTURE. INSTALL PER MANUFACTURER'S INSTRUCTIONS. CONFIRM OVERALL WIDTH REQUIRED & ADJUST PERIMETER WALLS AS NEEDED. REFER TO PLANS FOR ADDITIONAL INFORMATION. 5 TYPICAL FIN FIXTURE. INSTALL PER MANUFACTURER'S INSTRUCTIONS. REFER TO PLANS FOR ADDITIONAL INFORMATION.6 PICK-A-BRICK PERIMETER FIXTURE. INSTALL PER MANUFACTURER'S INSTRUCTIONS. REFER TO PLANS FOR ADDITIONAL INFORMATION.7 REAR TILL PERIMETER CONSTRUCTION. INSTALL PER MANUFACTURER'S INSTRUCTIONS. REFER TO PLANS FOR ADDITIONAL INFORMATION.8 DISRUPTER BAY PERIMETER FIXTURE. INSTALL PER MANUFACTURER'S INSTRUCTIONS. REFER TO PLANS FOR ADDITIONAL INFORMATION.9 EXCLUSIVES BAY PERIMETER FIXTURE. INSTALL PER MANUFACTURER'S INSTRUCTIONS. REFER TO PLANS FOR ADDITIONAL INFORMATION.10 EXIT SIGN, WALL-MOUNTED. INSTALL WALL-MOUNTED EXIT SIGN AS SHOWN IN ELEVATION AND PER PLANS. FINISH SPECIFICATION OF SIGN TO MATCH PARTITION FINISH.11 EMERGENCY LIGHTING, WALL-MOUNTED. INSTALL WALL-MOUNTED EMERGENCY LIGHTING AS SHOWN IN ELEVATION AND PER PLANS. FINISH SPECIFICATION OF SIGN TO MATCH PARTITION FINISH. 12 13 STOREFRONT SIGNAGE. STOREFRONT SIGNAGE INSTALLED PER STOREFRONT ELEVATION, BY TENANT VENDOR, UNDER DEFERRED PACKAGE. REFER TO TENANT DESIGN CRITERIA FOR ADDITIONAL INFORMATION AND REQUIREMENTS. 23 4 14 26 DISPLAY FIXTURES. DISPLAY FIXTURES - REFER TO FIXTURE PLAN FOR ADDITIONAL INFORMATION; SHOWN HERE FOR REFERENCE ONLY. LEGO BRANDED GRAPHICS. DASHED AREA INDICATES PROPOSED LOCATION FOR WHITE WALL GRAPHICS. DESIGN BY LEGO, TBD. REFER TO CONSTRUCTION PLANS FOR ADDITIONAL INFO. BLADE SIGNAGE. BLADE SIGNAGE INSTALLED PER STOREFRONT ELEVATION & PLANS, BY TENANT VENDOR, UNDER DEFERRED PACKAGE. REFER TO TENANT DESIGN CRITERIA FOR ADDITIONAL INFORMATION AND REQUIREMENTS. OVERHEAD GRILLE. EXISTING OVERHEAD GRILLE AND RAILS TO REMAIN. G.C. SHALL REPAIR TO LIKE-NEW CONDITION. DO NOT PAINT OVER GRILLE GUIDE RAILS. 15 16 NEW STOREFRONT GLAZING. NEW STOREFRONT GLAZING. MATCH DESIGN AND CONSTRUCTION OF EXISTING ADJACENT STOREFRONT GLAZING. REFER SHEETS TO A-301 AND A-310 FOR ADDITIONAL INFORMATION. 1 NEW STOREFRONT SYSTEM. NEW STOREFRONT SYSTEM. MATCH DESIGN AND CONSTRUCTION OF EXISTING ADJACENT STOREFRONT SYSTEM. REFER SHEETS TO A-301 AND A-310 FOR ADDITIONAL INFORMATION. ELECTROSTATICALLY PAINT ALL SIDES OF METAL BLACK. 2 27 WALL-MOUNTED TRACK LIGHTING. WALL-MOUNT TRACK LIGHTING DIRECTLY ABOVE STOREFRONT GLAZING SYSTEM. REFER TO REFLECTED CEILING PLAN AND ELECTRICAL DRAWINGS FOR ADDITIONAL INFORMATION. P 1TYP. BELOW PAINT LINEP1TYP. BELOW PAINT LINE 2X 124TYP. 23TYP. 2X 124TYP. A-202 INTERIOR ELEVATIONS REV. A B C D E F G H J K L M N P 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 181716151413121110987654321 SHEET TITLE DATE DESCRIPTION THE SHOPS AT SANTA ANITA SHEET NO. 400 S BALDWIN AVE UNIT D9 ARCADIA, CA 91007 LEGO Nelco Architecture, Inc. 201 EAST 4TH STREET SUITE 17 CINCINNATI, OH 45202 513.241.3000 WWW.NELSONWORLDWIDE.COM NELSON PROJECT NUMBER: 24.0002536.000 AUTHORIZED FOR: LANDLORD REVIEW SET- BID & PERMIT SET-12 / 16 / 2024 12 / 16 / 2024 PERMIT SUBMITTAL BLDG DEPT RESPONSE102 / 28 / 2025 BLDG DEPT RESPONSE204 / 25 / 2025 Working Drawing Review These Drawings have been reviewed for general design intent only. All actual field condi�ons are required to be verified by the Tenants Architect and/ or Contractor. Tenants are responsible for complying with all government regula�ons. One (1) copy of this Landlord stamped set of drawings is required to be always kept on the job site. Conditional approval as noted* *ADD NOTE: Protect in place all existing fireproofing on steel columns and beams and patch repair any damage to maintain the fire rating. *ADD NOTE: Protect in place utilities running through the space that service the mall or other tenants in place (including electrical, data and water line.) *ADD NOTE: Protect in place ducting running through the space that service the mall or other tenants in place. *Contractor to hire Landlord mandatory subs including roof, fire sprinkler, fire alarm, structural architect. *HVAC replaced 5/2025 Riderwood USA, Inc. Signed Fernando De Santiago Date 5/5/2025 LEGO ACRYLIC BRICK COLOR KEY 001 LEGO WHITE PMS - WHITE RAL - 9010 DESCRIPTION 024 LEGO BRIGHT YELLOW PMS - 109C RAL - 1023 191 LEGO FLAME YELLOW PMS - 137 C RAL O70 70 80 194 LEGO MEDIUM GREY STONE RAL - 7040 PMS - 421 C KEYED NOTES EXISTING MALL FLOORCOVERING. LINE OF EXISTING MALL FLOORCOVERING. FLOORCOVERING TO REMAIN; PROTECT DURING ALL PHASES OF CONSTRUCTION. REFER TO FINISH PLAN FOR ADDITIONAL INFORMATION. 5X EXISTING NEUTRAL PIER. EXISTING NEUTRAL PIER TO REMAIN - PROTECT DURING ALL PHASES OF CONSTRUCTION. REFER TO CONSTRUCTION PLAN AND GENERAL PROJECT NOTES FOR ADDITIONAL INFORMATION. 1X NEW ACRYLIC TILES. NEW 3/16" TH. OPAQUE ACRYLIC TILES; SUPPLIED BY SIGNAGE VENDOR AND INSTALLED BY GENERAL CONTRACTOR IN PATTERN/COLORS SHOWN. REFER TO KEY FOR COLOR.11 EXISTING METAL REVEAL. EXISTING METAL REVEAL TO REMAIN. PAINT AND REPAIR TO LIKE-NEW CONDITION. PROTECT DURING ALL PHASES OF CONSTRUCTION.12X NEW METAL REVEAL. INSTALL NEW 1/2" METAL REVEAL AS INDICATED. FACTORY FINISHED BLACK UNLESS NOTED OTHERWISE.12 NEW SOFFIT CONSTRUCTION. NEW SOFFIT CONSTRUCTION AT STOREFRONT. REFER TO REFLECTED CEILING PLAN AND SECTION DETAILS FOR ADDITIONAL INFORMATION.13 EXISTING STOREFRONT SYSTEM. EXISTING METAL STOREFRONT SYSTEM AND GLAZING TO REMAIN - PROTECT DURING ALL PHASES OF CONSTRUCTION. PROFESSIONALLY CLEAN AND REPAIR TO LIKE-NEW CONDITION. ELECTROSTATICALLY PAINT ALL METAL MEMBER SURFACES BLACK. 2X NEW METAL BASE. G.C. SHALL INSTALL NEW 4" H. BRAKE METAL BASE. FACTORY FINISH BLACK TO MATCH STOREFRONT. ALIGN HEIGHT WITH EXISTING STOREFRONT BASE - VERIFY EXACT HEIGHT IN FIELD. 14 EXISTING OVERHEAD GRILLE. EXISTING OVERHEAD GRILLE & RAILS TO REMAIN. CLEAN AND REPAIR TO LIKE-NEW CONDITION. PROTECT DURING ALL PHASES OF CONSTRUCTION.4X NEW STOREFRONT SIGNAGE. NEW STOREFRONT SIGNAGE BY LEGO VENDOR. REFER TO SIGNAGE DRAWINGS FOR ACTUAL DESIGN AND ADDITIONAL INFORMATION. SIGNAGE TO BE SUBMITTED UNDER SEPARATE PERMIT / COVER. CENTER SIGN HORIZONTALLY AND VERTICALLY OVER ENTRANCE, UNLESS NOTED/LOCATED OTHERWISE IN ELEVATION. 6 UNDERSIDE OF SOFFIT. FINISH UNDERSIDE OF SOFFIT WITH BRAKE METAL UP TO GRILLE SLOT. FACTORY FINISHED WHITE TO MATCH THE WHITE ACRYLIC BRICKS ON THE FACADE.15 MANIFESTATION GRAPHICS. GLASS-APPLIED LEGO-BRANDED MANIFESTATION GRAPHICS FOR VISIBILITY COMPLIANCE. ACTUAL DESIGN AND QUANTITY BY LEGO.16 SOLAR FILM. TRANSPARENT SOLAR FILM APPLIED TO EXTERIOR FACE OF GLASS (3M SUN CONTROL WINDOW FILM PRESTIGE EXTERIOR SERIES - OR APPROVED EQUAL).17 LANDLORD NOTES & COMMENTS A.ALL REUSED MATERIAL AND EQUIPMENT MUST BE REFURBISHED TO "LIKE-NEW" CONDITION. GENERAL NOTES A.REFER TO COVER SHEET AND PLAN SHEETS FOR APPLICABLE GENERAL NOTES. NEW NEUTRAL PIER. NEW NEUTRAL PIER BUILT PER LANDLORD'S DESIGN REQUIREMENTS. REFER TO TENANT DESIGN CRITERIA AND ASSOCIATED DETAILS FOR ADDITIONAL INFORMATION. NEW STOREFRONT SYSTEM. NEW METAL STOREFRONT SYSTEM AND GLAZING TO MATCH EXISTING STOREFRONT SYSTEM DESIGN. G.C. SHALL PROVIDE ARCHITECT WITH SPECIFICATION AND CUT-SHEET PRIOR TO PROCUREMENT, FABRICATION OR INSTALLATION. 2 DISPLAY FIXTURES. DISPLAY FIXTURES - REFER TO FIXTURE PLAN FOR ADDITIONAL INFORMATION; SHOWN HERE FOR REFERENCE ONLY.8 NEW DOOR(S). NEW DOOR(S) INSTALLED AS SHOWN. REFER TO CONSTRUCTION PLAN AND DOOR SCHEDULE FOR ADDITIONAL INFORMATION.3 EXISTING DOOR(S). EXISTING DOOR(S) TO REMAIN - PROTECT DURING ALL PHASES OF CONSTRUCTION. PROFESSIONALLY CLEAN AND REPAIR TO LIKE-NEW CONDITION. ELECTROSTATICALLY PAINT ALL METAL MEMBER SURFACES BLACK. 3X NEW BLADE SIGNAGE. NEW BLADE SIGNAGE BY LEGO VENDOR. REFER TO SIGNAGE DRAWINGS FOR ACTUAL DESIGN AND ADDITIONAL INFORMATION. SIGNAGE TO BE SUBMITTED UNDER SEPARATE PERMIT / COVER. 7 CINEMA SIGNAGE / FIXTURE. CEILING-HUNG CINEMA SIGN FIXTURE. REFER TO PLAN SHEETS FOR ADDITIONAL INFORMATION.9 CEILING-RECESSED TRACKS. CEILING-RECESSED MARKETING TRACKS. REFER TO REFLECTED CEILING PLAN FOR EXACT LOCATION AND DETAILS.10 GRAPHIC LEGO BRICKS. GLAZING-ADHERED GRAPHIC LEGO BRICKS. INSTALL TO INTERIOR FACE OF GLASS. REFER TO MANUFACTURER'S REQUIREMENTS FOR INSTALLATION PROCESS AND RECOMMENDED ENVIRONMENTAL CONDITIONS. 18 1 EXISTING MALL CEILING. EXISTING MALL CEILING - VERIFY HEIGHT AND CONDITION IN FIELD. PROTECT DURING ALL PHASES OF CONSTRUCTION. REFER TO REFLECTED CEILING PLAN FOR ADDITIONAL INFORMATION. 13X FIRE EXTINGUISHER. NEW FIRE EXTINGUISHER INSTALLED AS SHOWN. REFER TO CONSTRUCTION PLAN AND LIFE SAFETY PLAN FOR ADDITIONAL INFORMATION.19 226 LEGO COOL YELLOW PMS - 113 C SCALE: ENLARGED PLAN AT STOREFRONT / ENTRYA1 1/2" = 1'-0" ELEVEVATION AT STOREFRONT / ENTRYE1 A-301 SCALE: 1/2" = 1'-0" 20 EXISTING BRICK AT FACADE. EXISTING BRICK AT FACADE TO REMAIN - PROTECT DURING ALL PHASES OF CONSTRUCTION. PROFESSIONALLY CLEAN AND REPAIR TO LIKE-NEW CONDITION.21 ELEVEVATION AT STOREFRONT / ENTRYK12 A-301 SCALE: 1/2" = 1'-0" ELEVEVATION AT STOREFRONT / ENTRYE12 A-301 SCALE: 1/2" = 1'-0" B.O. MALL BULKHEAD 13'-9 1/2" A.F.F. 11 T.O. STOREFRONT 10'-0 1/2" A.F.F. EQ . 3' - 0 " EQ . EQUAL 3'-0"EQUAL FINISHED FLOOR 0'-0 " A.F.F. ±3'-10"6'-0"4"4"4"±3'-10"4" K12 A-301 E1 A-301 E12 A-301 6 6 13X 9 2X 11 2 A1 A-310 A10 A-310 COL COL COL COL COL COL 2 2X2X 2 2X2X 3 33 5X TYPICAL 8 8 8 8 9 9 TYPICAL 11 TYPICAL 11 11 14 13 ABOVE 13 ABOVE13ABOVE 13X 14 14 11 1411 15 16 TYPICAL 16 TYPICAL 16 TYPICAL16TYPICAL BRAKE METAL CLADDING. NEW WHITE BRAKE METAL CLADDING AT NEW AND EXISTING VERTICAL MEMBERS. SEAM AS SHOWN IF SEAMING REQUIRED. REFER TO PLANS AND DETAILS FOR ADDITIONAL INFORMATION. SEAM SEAM SEAM SEAM 2020 20206ABOVE13ABOVE 9 ABOVE 9ABOVE 11 15 14 B.O. MALL BULKHEAD 13'-9 1/2" A.F.F. T.O. STOREFRONT 10'-0 1/2" A.F.F. FINISHED FLOOR 0'-0 " A.F.F. B.O. MALL BULKHEAD 13'-9 1/2" A.F.F. T.O. STOREFRONT 10'-0 1/2" A.F.F. FINISHED FLOOR 0'-0 " A.F.F. 6 13X 9 2X 11 2 11 15 14 A-301 STOREFRONT ENLARGED PLAN & ELEVATIONS REV. A B C D E F G H J K L M N P 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 181716151413121110987654321 SHEET TITLE DATE DESCRIPTION THE SHOPS AT SANTA ANITA SHEET NO. 400 S BALDWIN AVE UNIT D9 ARCADIA, CA 91007 LEGO Nelco Architecture, Inc. 201 EAST 4TH STREET SUITE 17 CINCINNATI, OH 45202 513.241.3000 WWW.NELSONWORLDWIDE.COM NELSON PROJECT NUMBER: 24.0002536.000 AUTHORIZED FOR: LANDLORD REVIEW SET- BID & PERMIT SET-12 / 16 / 2024 12 / 16 / 2024 PERMIT SUBMITTAL BLDG DEPT RESPONSE102 / 28 / 2025 BLDG DEPT RESPONSE204 / 25 / 2025 Working Drawing Review These Drawings have been reviewed for general design intent only. All actual field condi�ons are required to be verified by the Tenants Architect and/ or Contractor. Tenants are responsible for complying with all government regula�ons. One (1) copy of this Landlord stamped set of drawings is required to be always kept on the job site. Conditional approval as noted* *ADD NOTE: Protect in place all existing fireproofing on steel columns and beams and patch repair any damage to maintain the fire rating. *ADD NOTE: Protect in place utilities running through the space that service the mall or other tenants in place (including electrical, data and water line.) *ADD NOTE: Protect in place ducting running through the space that service the mall or other tenants in place. *Contractor to hire Landlord mandatory subs including roof, fire sprinkler, fire alarm, structural architect. *HVAC replaced 5/2025 Riderwood USA, Inc. Signed Fernando De Santiago Date 5/5/2025 SCALE: SECTION DETAIL AT STOREFRONTA10 1-1/2" = 1'-0" SCALE: SECTION DETAIL AT STOREFRONTA1 1-1/2" = 1'-0" B.O.MALL BULKHEAD 13'-9 1/2" A.F.F. EXISTING MALL BULKHEAD. PROTECT DURING ALL PHASES OF CONSTRUCTION. REFER TO ELEVATION FOR ADDITIONAL INFORMATION. EXISTING STOREFRONT SYSTEM TO REMAIN. PROTECT DURING ALL PHASES OF CONSTRUCTION. REFER TO ELEVATION FOR ADDITIONAL INFORMATION. NEW 3/16" TH. OPAQUE ACRYLIC TILES. SUPPLIED BY SIGNAGE VENDOR AND INSTALLED BY GENERAL CONTRACTOR. REFER TO ELEVATIONS FOR COLOR PATTERN. NEW SOFFIT CONSTRUCTION REQUIRED FOLLOWING DEMOLITION OF EXISTING COMPONENTS. ALIGN CONSTRUCTION WITH FACE OF EXISTING STOREFRONT PIERS. 3-5/8" METAL STUDS W. SAME BRACING AS NEEDED. 5/8" GYP. BD. CLAD IN BRAKE METAL - REFER TO ELEVATIONS FOR PAINT SCOPE. NEW SIGNAGE - REFER TO ELEVATION FOR ADDITIONAL INFORMATION. EXISTING MALL FLOORCOVERING TO REMAIN. PROTECT DURING ALL PHASES OF CONSTRUCTION. REPAIR AND PROFESSIONALLY CLEAN TO LIKE-NEW AT CONSTRUCTION CONCLUSION. NEW BLACK BRAKE METAL BASE. BASE HEIGHT TO ALIGN W. EXISTING STOREFRONT BOTTOM MEMBER HEIGHT - VERIFY EXACT HEIGHT IN FIELD. EXISTING STOREFRONT SYSTEM TO REMAIN. PROTECT DURING ALL PHASES OF CONSTRUCTION. REFER TO ELEVATION FOR ADDITIONAL INFORMATION. EXISTING STOREFRONT GLASS. PROTECT DURING ALL PHASES OF CONSTRUCTION. REFER TO ELEVATION FOR ADDITIONAL INFORMATION. FINISH UNDERSIDE OF SOFFIT W. BRAKE METAL UP TO STOREFRONT / DOORS. FACTORY FINISHED WHITE TO MATCH THE WHITE ACRYLIC BRICKS ON THE FACADE. NEW 5/8" TH. GYP. BD. SUBSTRATE FOR PROPER BACKING AS REQUIRED FOLLOWING DEMOLITION. EXISTING METAL STUDS AND STRUCTURE TO REMAIN, WHERE OCCURS. NEW METAL STOREFRONT SYSTEM AND GLAZING TO MATCH EXISTING STOREFRONT SYSTEM DESIGN. G.C. SHALL PROVIDE ARCHITECT W. SPECIFICATION PRIOR TO PROCUREMENT, FABRICATION OR INSTALLATION. SECURE TO SLAB AND STRUCTURE ABOVE PER MANUFACTURER'S INSTRUCTIONS. EXISTING MALL BULKHEAD. PROTECT DURING ALL PHASES OF CONSTRUCTION. REFER TO ELEVATION FOR ADDITIONAL INFORMATION. EXISTING STOREFRONT SYSTEM TO REMAIN. PROTECT DURING ALL PHASES OF CONSTRUCTION. REFER TO ELEVATION FOR ADDITIONAL INFORMATION. NEW SOFFIT CONSTRUCTION REQUIRED FOLLOWING DEMOLITION OF EXISTING COMPONENTS. ALIGN CONSTRUCTION WITH FACE OF EXISTING STOREFRONT PIERS. 3-5/8" METAL STUDS W. SAME BRACING AS NEEDED. 5/8" GYP. BD. CLAD IN BRAKE METAL - REFER TO ELEVATIONS FOR PAINT SCOPE. EXISTING STOREFRONT SYSTEM TO REMAIN. PROTECT DURING ALL PHASES OF CONSTRUCTION. REFER TO ELEVATION FOR ADDITIONAL INFORMATION. EXISTING STOREFRONT GLASS. PROTECT DURING ALL PHASES OF CONSTRUCTION. REFER TO ELEVATION FOR ADDITIONAL INFORMATION. FINISH UNDERSIDE OF SOFFIT W. BRAKE METAL UP TO STOREFRONT / DOORS. FACTORY FINISHED WHITE TO MATCH THE WHITE ACRYLIC BRICKS ON THE FACADE. NEW 5/8" TH. GYP. BD. SUBSTRATE FOR PROPER BACKING AS REQUIRED FOLLOWING DEMOLITION. EXISTING METAL STUDS AND STRUCTURE TO REMAIN, WHERE OCCURS. T.O. STOREFRONT 10'-0 1/2" A.F.F. FINISHED FLOOR 0'-0" A.F.F. B.O.MALL BULKHEAD 13'-9/2" A.F.F. T.O. STOREFRONT 10'-0 1/2" A.F.F. FINISHED FLOOR 0'-0" A.F.F. BUILT UP BOXED BEAM - (2) 600S162-54 BOXED W. 362T150-54 T&B, SECURE VIA (4) #10 SCREWS AT 12" O.C. REWORK EXISTING METAL FRAMING TO ACCOMODATE. SECURE END POINTS TO EXISTING STRUCTURAL POSTS FOR DEMOLISHED OVERHEAD GRILLE. REFER TO STRUCTURAL CALCS AND SKETCHES. A-310 STOREFRONT SECTIONS & DETAILS REV. A B C D E F G H J K L M N P 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 181716151413121110987654321 SHEET TITLE DATE DESCRIPTION THE SHOPS AT SANTA ANITA SHEET NO. 400 S BALDWIN AVE UNIT D9 ARCADIA, CA 91007 LEGO Nelco Architecture, Inc. 201 EAST 4TH STREET SUITE 17 CINCINNATI, OH 45202 513.241.3000 WWW.NELSONWORLDWIDE.COM NELSON PROJECT NUMBER: 24.0002536.000 AUTHORIZED FOR: LANDLORD REVIEW SET- BID & PERMIT SET-12 / 16 / 2024 12 / 16 / 2024 PERMIT SUBMITTAL BLDG DEPT RESPONSE102 / 28 / 2025 BLDG DEPT RESPONSE204 / 25 / 2025 Working Drawing Review These Drawings have been reviewed for general design intent only. All actual field condi�ons are required to be verified by the Tenants Architect and/ or Contractor. Tenants are responsible for complying with all government regula�ons. One (1) copy of this Landlord stamped set of drawings is required to be always kept on the job site. Conditional approval as noted* *ADD NOTE: Protect in place all existing fireproofing on steel columns and beams and patch repair any damage to maintain the fire rating. *ADD NOTE: Protect in place utilities running through the space that service the mall or other tenants in place (including electrical, data and water line.) *ADD NOTE: Protect in place ducting running through the space that service the mall or other tenants in place. *Contractor to hire Landlord mandatory subs including roof, fire sprinkler, fire alarm, structural architect. *HVAC replaced 5/2025 Riderwood USA, Inc. Signed Fernando De Santiago Date 5/5/2025 A.CONTRACTOR-PROVIDED ACCESSORIES. UNLESS NOTED OTHERWISE IN THE TOILET ROOM ACCESSORY SCHEDULE, ALL ACCESSORIES SHALL BE FURNISHED AND SUPPLIED BY THE GENERAL CONTRACTOR. B.INSTALLATION FOR ACCESSIBILITY COMPLIANCE. ALL FIXTURES AND ACCESSORIES SHALL BE MOUNTED AND INSTALLED PER THE ACCESSIBILITY GUIDANCE PROVIDED ON THIS SHEET OR PER THE LOCAL GOVERNING JURISDICTION'S REQUIREMENTS - WHICHEVER IS MORE RESTRICTIVE. TOILET ROOM FIXTURE SCHEDULE FIBER-REINFORCED PANEL WAINSCOT. FIBER-REINFORCED PANEL WAINSCOT, 48" A.F.F. TYPICAL ON ALL TOILET ROOM WALLS. REFER TO FINISH SCHEDULE ON SHEET A-121 FOR SPECIFICATION.1 2 3 GENERAL NOTES LANDLORD NOTES & COMMENTS KEYED NOTES ID TA-1 DESCRIPTION SPECIFICATION REMARKS LAVATORY (BARRIER-FREE COMPLIANT) ·REFER TO PLUMBING DRAWINGS FOR ADDITIONAL INFO. ·PROVIDE 'TRUEBRO LAV GUARD' UNDERSINK PIPING COVER FOR DRAIN VALVES & SUPPLY. INSULATE THE HOT & COLD WATER LINES. TA-2 MIRROR MANUFACTURER:BOBRICK MODEL / PRODUCT NO.:B-165 2436 ·CENTER MIRROR ABOVE LAVATORY; MOUNT PER ACCESSIBILITY DIAGRAM ON THIS SHEET OR PER LOCAL AHJ REQUIREMENTS. MANUFACTURER:- MODEL / PRODUCT NO.:- TA-3 TOILET TISSUE DISPENSER MANUFACTURER:CASCADES MODEL / PRODUCT NO.:5883356 - TA-4 PAPER TOWEL DISPENSER MANUFACTURER:GEORGIA PACIFIC PRO MODEL / PRODUCT NO.:ENMOTION #59407A - QTY 1 1 1 1 TA-5 NOTICE SIGN MANUFACTURER:GRANGER MODEL / PRODUCT NO.:44UZ80 (PLASTIC) SIZE:7" W. X 10" H. X 0.055" TH. -1 TA-6 WATER CLOSET - FLOOR-MOUNTED (BARRIER-FREE COMPLIANT) ·REFER TO PLUMBING DRAWINGS FOR ADDITIONAL INFO.1 TA-1 LAVATORY, WALL-MOUNTED ℄ SCALE: TOILET ROOM ACCESSORIES INSTALLATION DIAGRAM FOR ACCESSIBILITY COMPLIANCE J1 N.T.S. TA-2 MIRROR TA-3 TOILET TISSUE DISPENSER ℄ TA-4 PAPER TOWEL DISPENSER TA-5 NOTICE SIGN ℄ TA-6 WATER CLOSET, FLOOR-MOUNTED ℄ TA-7 SHELF TA-8 GRAB BAR - 36" LENGTH ℄ TA-9 GRAB BAR - 42" LENGTH TA-10 SOAP DISPENSER TA-13 COAT HOOKS ℄ ℄ ℄ TA-14 WATER FOUNTAINS - HI / LO TA-15 FEMININE HYGIENE DISPENSER TA-16 SANITARY NAPKIN RECEPTACLE ℄ A.SINGLE ACCOMMODATION SANITARY IS DEFINED AS "A ROOM THAT HAS NOT MORE THAN (1) OF EACH TYPE OF SANITARY FIXTURE, IS INTENDED FOR USE BY ONLY ONE PERSON AT A TIME, PARTITION AROUND THE TOILET & HAS A DOOR THAT CAN BE LOCKED ON THE INSIDE BY THE ROOM OCCUPANT". B.THERE SHALL BE SUFFICIENT SPACE IN THE TOILET ROOM FOR A WHEELCHAIR MEASURING 30" WIDE BY 48" LONG TO ENTER THE ROOM AND PERMIT THE DOOR TO CLOSE. C.THERE SHALL BE IN THE ROOM A CLEAR FLOOR SPACE OF AT LEAST 60" IN DIAMETER, OR A T-SHAPED SPACE. NO DOOR SHALL ENCROACH INTO THIS SPACE. D.THE WATER CLOSET SHALL BE LOCATED IN A SPACE WHICH PROVIDES A MINIMUM 28" WIDE CLEAR SPACE FROM A FIXTURE OR A MINIMUM 32" WIDE CLEAR SPACE FROM A WALL AT ONE SIDE. THE OTHER SIDE SHALL PROVIDE 18" FROM THE CENTERLINE OF THE WATER CLOSET TO THE WALL. A MINIMUM 48" CLEAR SPACE SHALL BE PROVIDED IN FRONT OF THE WATER CLOSET. A.THE HEIGHT OF ACCESSIBLE WATER CLOSETS SHALL BE A MINIMUM OF 17" AND A MAXIMUM OF 19" MEASURED TO THE TOP OF A MAXIMUM 2" HIGH TOILET SEAT, EXCEPT THAT 3" SEATS SHALL BE PERMITTED ONLY IN ALTERATIONS WHERE THE EXISTING FIXTURE IS LESS THAN 15" HIGH. B.A CLEAR FLOOR SPACE 30" BY 48" SHALL BE PROVIDED IN FRONT OF A LAVATORY TO ALLOW A FORWARD APPROACH. SUCH CLEAR FLOOR SPACE SHALL ADJOIN OR OVERLAP AN ACCESSIBLE ROUTE AND SHALL EXTEND INTO KNEE AND TOE SPACE UNDERNEATH THE LAVATORY. C.LAVATORIES ADJACENT TO A WALL SHALL BE MOUNTED WITH A MINIMUM DISTANCE OF 18" TO THE CENTER LINE OF THE FIXTURE. D.LAVATORIES SHALL BE MOUNTED WITH THE RIM OR COUNTER SURFACE NO HIGHER THAN 34" ABOVE THE FINISHED FLOOR AND WITH A CLEARANCE OF AT LEAST 29" FROM THE FLOOR TO THE APRON WITH KNEE CLEARANCE UNDER THE FRONT LIP EXTENDING A MINIMUM OF 30" IN WIDTH AND 8" MINIMUM DEPTH AT THE TOP. TOE CLEARANCE SHALL BE THE SAME WIDTH AND SHALL BE A MINIMUM OF 9" HIGH FROM THE FLOOR AND A MINIMUM OF 17" DEEP FROM THE FRONT OF THE LAVATORY. E.HOT WATER AND DRAIN PIPES ACCESSIBLE UNDER LAVATORIES SHALL BE INSULATED OR OTHERWISE COVERED. THERE SHALL BE NO SHARP OR ABRASIVE SURFACES UNDER LAVATORIES. F.CONTROLS FOR WATER CLOSET FLUSH VALVES SHALL BE MOUNTED ON THE WIDE SIDE OF TOILET. G.WATER CLOSET FLUSH VALVE CONTROLS AND FAUCET AND OPERATING MECHANISM CONTROLS, SHALL BE OPERABLE WITH ONE HAND, SHALL NOT REQUIRE TIGHT GRASPING, PINCHING, OR TWISTING OF THE WRIST, AND SHALL BE MOUNTED NO MORE THAN 44" ABOVE THE FLOOR. H.THE FORCE REQUIRED TO ACTIVATE WATER CLOSET FLUSH VALVE CONTROLS AND FAUCET AND OPERATING MECHANISM CONTROLS, SHALL BE NO GREATER THAN 5 LB. I.SELF-CLOSING FAUCET CONTROL VALVES ARE ALLOWED IF THEY REMAIN OPEN FOR 10 SECONDS MIN. J.MIRRORS SHALL BE MOUNTED WITH THE BOTTOM EDGE NO HIGHER THAN 40" FROM THE FLOOR. K.WHERE TOWEL, SANITARY NAPKINS, WASTE RECEPTACLES, AND OTHER SIMILAR DISPENSING AND DISPOSAL FIXTURES ARE PROVIDED, AT LEAST ONE OF EACH TYPE SHALL BE LOCATED WITH ALL OPERABLE PARTS, INCLUDING COIN SLOTS, WITHIN 40" FROM THE FINISHED FLOOR. L.TOILET TISSUE DISPENSERS SHALL BE LOCATED ON THE WALL WITHIN 12" OF THE FRONT OF THE TOILET SEAT AND NO LOWER THAN 19" FROM THE FLOOR. DISPENSERS THAT CONTROL DELIVERY OR THAT DO PERMIT CONTINUOUS PAPER FLOW SHALL NOT BE USED. A.GRAB BARS SHALL BE LOCATED ON ONE SIDE AND THE BACK OF THE ACCESSIBLE WATER CLOSET. B.GRAB BARS AT THE SIDE SHALL BE AT LEAST 42" LONG WITH THE FRONT END POSITIONED 24" IN FRONT OF THE WATER CLOSET STOOL AND WITH THE BACK END POSITIONED NO MORE THAN 12" FROM THE REAR WALL. GRAB BARS AT THE BACK SHALL BE NOT LESS THAN 36" LONG. C.GRAB BARS SHALL BE SECURELY ATTACHED 33" ABOVE AND PARALLEL TO THE FLOOR, EXCEPT THAT WHERE A TANK-TYPE TOILET IS USED, THE GRAB BAR MAY BE AS HIGH AS 36". D.THE DIAMETER OR WIDTH OF THE GRIPPING SURFACES OF A GRAB BAR SHALL BE 1-1/4" TO 1-1/2" OR THE SHAPE SHALL PROVIDE AN EQUIPMENT GRIPPING SURFACE. IF GRAB BARS ARE MOUNTED ADJACENT TO A WALL, THE SPACE BETWEEN THE WALL AND THE GRAB BARS SHALL BE 1-1/2". E.THE STRUCTURAL STRENGTH OF GRAB BARS, FASTENERS, AND MOUNTING DEVICES SHALL MEET THE FOLLOWING SPECIFICATIONS: E.A.BENDING STRESS IN A GRAB BAR OR SEAT INDUCED BY THE MAXIMUM BENDING MOMENT FROM THE APPLICATION OF A 250-LB POINT LOAD SHALL BE LESS THAN THE ALLOWABLE STRESS FOR THE MATERIAL OF THE GRAB BAR. E.B.SHEAR STRESS INDUCED IN A GRAB BAR BY THE APPLICATION OF A 250-LB POINT LOAD SHALL BE LESS THAN THE ALLOWABLE SHEAR STRESS FOR THE MATERIAL OF THE GRAB BAR OR SEAT, AND ITS MOUNTING BRACKET OR OTHER SUPPORT IS CONSIDERED TO BE FULLY RESTRAINED, THEN DIRECT AND TORSIONAL SHEAR STRESSES SHALL NOT EXCEED THE ALLOWABLE SHEAR STRESS. E.C.SHEAR FORCE INDUCED IN FASTENER OR MOUNTING DEVICE FROM THE APPLICATION OF A 250-LB POINT LOAD SHALL BE LESS THAN THE ALLOWABLE LATERAL LOAD OF EITHER THE FASTENER OR MOUNTING DEVICE OR THE SUPPORTING STRUCTURE, WHICHEVER HAS THE SMALLER ALLOWABLE LOAD. E.D.TENSILE FORCE INDUCED IN A FASTENER BY A DIRECT TENSION FORCE OF A 250-LB POINT LOAD, PLUS THE MAXIMUM MOMENT FROM THE APPLICATION OF A 250-LB POINT LOAD, SHALL BE LESS THAN THE ALLOWABLE WITHDRAWAL LOAD BETWEEN THE FASTENER AND SUPPORTING STRUCTURE. E.E.GRAB BARS SHALL NOT ROTATE WITHIN THEIR FITTINGS. F.THE GRAB BAR AND ANY WALL OR OTHER SURFACE ADJACENT TO IT SHALL BE FREE OF ANY SHARP OR ABRASIVE ELEMENTS. EDGES SHALL HAVE A MINIMUM RADIUS OF 1/8". A.IF DRINKING FOUNTAINS ARE PROVIDED THEY SHALL BE MADE ACCESSIBLE. B.DRINKING FOUNTAINS SHALL BE LOCATED COMPLETELY WITHIN ALCOVES OR OTHERWISE POSITIONED SO AS NOT TO ENCROACH INTO PEDESTRIAN WAYS. THE ALCOVE IN WHICH THE WATER FOUNTAIN IS LOCATED SHALL BE NOT LESS THAN 32" IN WIDTH AND 18" IN DEPTH. C.DRINKING FOUNTAINS SHALL BE A MINIMUM OF 18" IN DEPTH AND THERE SHALL BE A CLEAR AND UNOBSTRUCTED KNEE SPACE UNDER THE DRINKING FOUNTAIN NOT LESS THAN 27" IN HEIGHT AND 8" IN DEPTH, THE DEPTH MEASUREMENT BEING TAKEN FROM THE FRONT EDGE OF THE FOUNTAIN. D.THERE SHALL BE TOE CLEARANCE OF 9" IN HEIGHT ABOVE THE FLOOR, AND 17" IN DEPTH FROM THE EDGE OF THE FOUNTAIN. E.A SIDE APPROACH DRINKING FOUNTAIN IS NOT ACCEPTABLE. F.THE DRINKING FOUNTAIN BUBBLER SHALL BE ACTIVATED BY A CONTROL WHICH IS EASILY OPERATED BY A HANDICAPPED PERSON SUCH AS A HAND-OPERATED LEVEL TYPE CONTROL LOCATED WITHIN 6" OF THE FRONT OF THE FOUNTAIN, A PUSH BAR CONTROL ALONG THE FRONT OF THE DRINKING FOUNTAIN, ETC. G.THE BUBBLER OUTLET OFFICE SHALL BE LOCATED WITHIN 6" OF THE FRONT OF THE DRINKING FOUNTAIN AND SHALL BE WITHIN 36" OF THE FLOOR. THE WATER STREAM FROM THE BUBBLER SHALL BE SUBSTANTIALLY PARALLEL TO THE FRONT EDGE OF THE DRINKING FOUNTAIN. A.CONTROLS AND OPERATING MECHANISMS REQUIRED TO BE ACCESSIBLE BY SECTION 109.1 SHALL COMPLY WITH THE REQUIREMENTS OF I.B.C. B.CLEAR FLOOR SPACE COMPLYING WITH I.B.C., THAT ALLOWS A FORWARD OR PARALLEL APPROACH BY A PERSON USING A WHEELCHAIR SHALL BE PROVIDED AT CONTROLS, DISPENSERS, RECEPTACLES, AND OTHER OPERABLE EQUIPMENT. C.THE HIGHEST OPERABLE PART OF ALL CONTROLS DISPENSERS, RECEPTACLES, AND OTHER OPERABLE EQUIPMENT SHALL BE PLACED WITHIN 48" OF THE FLOOR BUT NOT LOWER THAN 15" IF APPROACHED AND WITHIN 54" BUT NOT LOWER THAN 9" IF SIDE APPROACHED. D.CONTROLS AND OPERATING MECHANISM SHALL BE OPERABLE WITH ONE HAND AND SHALL NOT REQUIRE TIGHT GRASPING, PUNCHING, OR TWISTING OF THE WRIST. THE FORCE REQUIRED TO ACTIVATE CONTROLS SHALL BE NO GREATER THAN 5 POUNDS OF FORCE. E.FAUCET CONTROLS AND OPERATING MECHANISM FOR KITCHEN SINKS SHALL BE OPERABLE WITH ONE HAND AND SHALL NOT REQUIRE GRASPING, PINCHING, OR TWISTING OF THE WRIST. THE FORCE REQUIRED TO ACTIVE FAUCET CONTROLS AND OPERATING MECHANISMS FOR KITCHEN SINKS SHALL BE NO GREATER THAN 5 PLF. LEVER-OPERATED, PUSH-TYPE, AND ELECTRONICALLY CONTROLLED EXAMPLES OF ACCEPTABLE DESIGNS. SELF-CLOSING VALVES ARE ALLOWED IF THE FAUCET REMAINS OPEN FOR AT LEAST 10 SECONDS. F.VENDING MACHINES SHALL BE INSTALLED IN COMPLIANCE WITH THIS SECTION. A.THE MINIMUM CLEAR FLOOR OR GROUND SPACE REQUIRED TO ACCOMMODATE A SINGLE, STATIONARY WHEELCHAIR AND OCCUPANT IS 30" BY 48". THE MINIMUM FLOOR OR GROUND SPACE SHALL BE INCREASED TO 42" BY 48" WHEN SUCH SPACE IS PERPENDICULAR TO AN ADJACENT SEATING SPACE. THE MINIMUM CLEAR FLOOR OR GROUND SPACE FOR WHEELCHAIRS MAY BE POSITIONED FOR FORWARD OR PARALLEL APPROACH TO AN OBJECT. CLEAR FLOOR OF GROUND SPACE FOR WHEELCHAIRS MAY BE PART OF THE KNEE SPACE REQUIRED UNDER SOME OBJECTS. B.ONE FULL UNOBSTRUCTED SIDE OF THE CLEAR FLOOR OR GROUND SPACE FOR A WHEELCHAIR SHALL ADJOIN OR OVERLAP AN ACCESSIBLE ROUTE OR ADJOIN ANOTHER WHEELCHAIR CLEAR FLOOR SPACE. IF A CLEAR FLOOR OR GROUND SPACE FOR A WHEELCHAIR IS LOCATED IN AN ALCOVE OR OTHERWISE CONFINED ON ALL OR PART OF THREE SIDES, ADDITIONAL MANEUVERING CLEARANCES SHALL BE PROVIDED. C.THE SPACE REQUIRED FOR A WHEELCHAIR TO MAKE A 180 DEGREE TURN IS A CLEAR SPACE OF 60" DIAMETER OR A T-SHAPED SPACE. D.THE MINIMUM CLEAR WIDTH REQUIRED FOR A WHEELCHAIR TO TURN AROUND AN OBSTRUCTION SHALL BE 36" WHERE THE OBSTRUCTION IS 48" OR MORE IN LENGTH AND 42" AND 48" WHERE THE OBSTRUCTION IS LESS THAN 48" IN LENGTH. E.THE MINIMUM CLEAR WIDTH FOR SINGLE WHEELCHAIR PASSAGE SHALL BE 32" AT A POINT (24" MAXIMUM LENGTH) AND 36" CONTINUOUSLY. F.THE MINIMUM WIDTH FOR TWO WHEELCHAIRS TO PASS IS 60". G.IF THE CLEAR FLOOR SPACE ONLY ALLOWS FORWARD APPROACH TO AN OBJECT, THE MAXIMUM HIGH FORWARD REACH ALLOWED SHALL BE 48". THE MINIMUM LOW FORWARD REACH IS 15". H.IF THE CLEAR FLOOR SPACE ALLOWS PARALLEL APPROACH BY A PERSON IN A WHEELCHAIR, THE MAXIMUM HIGH SIDE REACH ALLOWED SHALL BE 54" AND THE LOW SIDE REACH SHALL BE NO LESS THAN 9" ABOVE THE FLOOR . IF THE SIDE REACH IS OVER AN OBSTRUCTION, THE REACH AND CLEARANCES SHALL BE AS SHOWN. SINGLE ACCOMMODATION TOILET ROOM FIXTURES & ACCESSORIES GRAB BARS DRINKING FOUNTAINS CONTROLS & OPERATING MECHANISMS SPACE ALLOWANCE AND REACH RANGES ACCESSIBILITY GENERAL NOTES TOILET ROOM SIGNAGE COVED WALL BASE. CONTINUOUS 6" VINYL WALL BASE. REFER TO FINISH SCHEDULE ON SHEET A-121 FOR SPECIFICATION AND DETAIL FOR ADDITIONAL INFORMATION. SIGNAGE AT TOILET ROOM. INSTALL BARRIER-FREE RESTROOM SIGNAGE AT LOCATION INDICATED. REFER TO MOUNTING DETAIL ON THIS SHEET FOR ADDITIONAL INFORMATION. 4 DOOR AT TOILET ROOM. REFER TO CONSTRUCTION PLAN AND DOOR SCHEDULE FOR ADDITIONAL INFORMATION. MANUFACTURER:AMERICAN STANDARD MODEL / PRODUCT NO.:#3461001.020 (WHITE) SCALE: ENLARGED PLAN AT TOILET ROOM A5 1/2" = 1'-0" ELEVATION AT TOILET ROOMA A-401 SCALE: 1/2" = 1'-0" ELEVATION AT TOILET ROOMC A-401 SCALE: 1/2" = 1'-0" ELEVATION AT TOILET ROOMB A-401 SCALE: 1/2" = 1'-0" ELEVATION AT TOILET ROOMD A-401 SCALE: 1/2" = 1'-0" ℄ 1 2 FIN. FLR. 0'-0" AFF CEILING 8'-0" AFF T.O. FRP 4'-0" AFF FRP 1 VS 1 P 1TYP. ABV. WAINSCOT TYP. TYP. FIN. FLR. 0'-0" AFF CEILING 8'-0" AFF T.O. FRP 4'-0" AFF P 1 1 FRP 1 VS 12 TYP. TYPICAL TA-15 TA-6 ℄ TA-15 TA-1 TA-2 TA-10 TA-4 TA-14 TA-11 BARRIER FREE RESTROOM SIGN REFER TO H9/A-401 D A B CA1 A-401 TA-7 TA-8 GRAB BAR - 36" LENGTH MANUFACTURER:BOBRICK MODEL / PRODUCT NO.:B-5806.99 X 36 SIZE:36" LENGTH;1-1/4" DIAMETER 1·PROVIDE 1-1/4" MIN. CLEARANCE BETWEEN GRAB BAR AND WALL SURFACE. ·PROVIDE FRT WOOD BLOCKING AS REQUIRED FOR COMPLIANCE WITH APPLICABLE GOVERNING CODES. TA-9 GRAB BAR - 42" LENGTH MANUFACTURER:BOBRICK MODEL / PRODUCT NO.:B-5806.99 X 42 SIZE:42" LENGTH;1-1/4" DIAMETER 1·PROVIDE 1-1/4" MIN. CLEARANCE BETWEEN GRAB BAR AND WALL SURFACE. ·PROVIDE FRT WOOD BLOCKING AS REQUIRED FOR COMPLIANCE WITH APPLICABLE GOVERNING CODES. TA-10 SOAP DISPENSER MANUFACTURER:GENUINE JOE MODEL / PRODUCT NO.:219919 -1 TA-11 MOP SINK & WALL-MOUNTED FAUCET MANUFACTURER:- MODEL / PRODUCT NO.:- 1·REFER TO PLUMBING DRAWINGS FOR ADDITIONAL INFO. TA-12 MOP & BROOM HOLDER (WALL-MOUNTED) MANUFACTURER:BOBRICK MODEL / PRODUCT NO.:B-223 X 24 FINISH:STAINLESS STEEL (OR EQUAL) 1- TA-13 COAT HOOK MANUFACTURER:BOBRICK MODEL / PRODUCT NO.:B-682 FINISH:STAINLESS STEEL 2·EACH MOUNTED TO BACK OF DOOR UNLESS NOTED OTHERWISE IN DRAWINGS. TA-14 DRINKING FOUNTAIN - HI / LO MANUFACTURER:- MODEL / PRODUCT NO.:- 1·REFER TO PLUMBING DRAWINGS FOR ADDITIONAL INFO. TA-15 FEMININE HYGIENE DISPENSER MANUFACTURER:ULINE MODEL / PRODUCT NO.:H-8045 (FREE OPTION) 1- TA-16 SANITARY NAPKIN RECEPTACLE (SURFACE-MOUNTED) MANUFACTURER:BOBRICK MODEL / PRODUCT NO.:B-270 SIZE:10" H. X 7-1/2" W" X 3-13/16" D. 1- GRAB BAR - 18" LENGTH MANUFACTURER:BOBRICK MODEL / PRODUCT NO.:B-5806.99 X 18 SIZE:18" LENGTH;1-1/4" DIAMETER 1·PROVIDE 1-1/4" MIN. CLEARANCE BETWEEN GRAB BAR AND WALL SURFACE. ·PROVIDE FRT WOOD BLOCKING AS REQUIRED FOR COMPLIANCE WITH APPLICABLE GOVERNING CODES. ℄ TA-8 TA-9 TA-7 TA-3 TA-16 TA-5 TA-16 TA-8 TA-1 A4 A-501 TYP TA-2 P 1 TA-10 TA-4VS12TYP. A4 A-501 TYP TA-9 TA-3 TA-16 FINISHED FLOOR 0'-0" AFF GYP. BD. CLG. 8'-0" AFF T.O. WAINSCOT 4'-0" AFF 1FRP1 VS 1 2 TYP. TYP. TA-5 P 1 FIN. FLR. 0'-0" AFF CEILING 8'-0" AFF T.O. FRP 4'-0" AFF 4 6" MAX. 34 " M A X I M U M T O T. O . R I M S U R F A C E 27 " M I N I M U M 19" MIN. 29" MIN. 9" M I N . 8" MIN. 11" MIN. 17" MIN. 40 " M A X I M U M T O B. O . R E F L E C T I V E S U R F A C E 7" MIN. - 9" MAX. 15 " M I N . - 4 8 " M A X . TO O U T L E T 40 " M A X I M U M T O O P E N I N G OR O P E R A B L E M E C H A N I S M 39 " P R E F E R R E D 17" MIN. - 18" MAX. 17 " M I N . - 1 9 " M A X . TO T . O . S E A T 12" MIN.24" MINIMUM 12" MAX.42" MINIMUM 54" MINIMUM 48 " M A X I M U M T O O P E N I N G OR O P E R A B L E M E C H A N I S M 48 " M A X I M U M T O T . O . O P E N S H E L F EQUALEQUAL 48 " M A X I M U M - A C C E S S I B L E H O O K 60 " M A X I M U M - U P P E R H O O K 27 " H O L D C L E A R 36 " M A X . T O T . O . B U B B L E R 38 " M I N . - 4 3 " M A X . TO T . O . B U B B L E R 48 " M A X I M U M T O O P E R A B L E P A R T 29" TYPICAL AL I G N W . T . O . T O I L E T TI S S U E R E C E P T A C L E ; N O T TO E X C E E D 4 8 " A . F . F . 36 " M A X I M U M 36 " M A X I M U M 9'-0" 7'- 0 1 / 2 " 4'- 8 " 1'-6" 7" MI N . 17" MIN. - 18" MAX. 5'-0" MI N . 3'-0" MIN. CLEARANCE 1'-3 1/4"3'-11 1/2"9 1/2" 3 TA-12 EQUAL 1'-0" MIN. CLEAR TA-7 TYP. ABV. WAINSCOT TYP. ABV. WAINSCOT TYP. ABV. WAINSCOT 1FRP1TYP. 2'-9"℄ TA-6 TA-13 TA-13 TA-13 X2 EQUAL 12 " D I A . 60 " A F F CL GENDER NEUTRAL DOOR SIGN GENDER NEUTRAL WALL SIGN CL 48 " M I N - 6 0 " M A X A F F 8" 4" ALL GENDER RESTROOM EQEQ 60 " A F F 9" MIN. ALL GENDERRESTROOM ℄ ℄ ℄ TOILET ROOM DOOR SIGNAGE NOTES 1.RAISED CHARACTER: 1.1.HEIGHT MUST BE A MIN. OF 5/8" AND MAX OF 2" 1.2.SIGNS WITH BRAILLE MUST HAVE ALL UPPER-CASE TEXT. 1.3.WIDTH-TO-HEIGHT RATIO BETWEEN 3:5 AND 1:1. 1.4.STROKE WIDTH-TO-HEIGHT RATIO BETWEEN 1:5 AND 1:10 1.5.RAISED 1 32" MIN. 2.FINISH AND CONTRAST: 2.1.CHARACTERS AND BACKGROUND MUST BE A NON-GLARE FINISH. 2.2.CHARACTERS AND SYMBOLS MUST BE A COLOR THAT CONTRASTS WITH THE BACKGROUND. 3.BRAILLE: 3.1.MUST BE GRADE 2 3.2.IF CHARACTERS ARE MULTI-LINE, THE BRAILLE SHOULD BE BELOW ALL THE CHARACTERS AND SHOULD REPEAT THE TACTILE TEXT 4.PICTOGRAM FIELD: 4.1.POSITIONED AT THE TOP OF THE SIGN. 4.2.MIN. 6" TALL 4.3.CHARACTERS & BRAILLE ARE PLACED BELOW THE PICTOGRAM BUT NOT IN THE PICTOGRAM FIELD. 5'-0" 4'- 0 " 0202 A-401 ENLARGED TOILET ROOM PLANS & DETAILS REV. A B C D E F G H J K L M N P 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 181716151413121110987654321 SHEET TITLE DATE DESCRIPTION THE SHOPS AT SANTA ANITA SHEET NO. 400 S BALDWIN AVE UNIT D9 ARCADIA, CA 91007 LEGO Nelco Architecture, Inc. 201 EAST 4TH STREET SUITE 17 CINCINNATI, OH 45202 513.241.3000 WWW.NELSONWORLDWIDE.COM NELSON PROJECT NUMBER: 24.0002536.000 AUTHORIZED FOR: LANDLORD REVIEW SET- BID & PERMIT SET-12 / 16 / 2024 12 / 16 / 2024 PERMIT SUBMITTAL BLDG DEPT RESPONSE102 / 28 / 2025 BLDG DEPT RESPONSE204 / 25 / 2025 Working Drawing Review These Drawings have been reviewed for general design intent only. All actual field condi�ons are required to be verified by the Tenants Architect and/ or Contractor. Tenants are responsible for complying with all government regula�ons. One (1) copy of this Landlord stamped set of drawings is required to be always kept on the job site. Conditional approval as noted* *ADD NOTE: Protect in place all existing fireproofing on steel columns and beams and patch repair any damage to maintain the fire rating. *ADD NOTE: Protect in place utilities running through the space that service the mall or other tenants in place (including electrical, data and water line.) *ADD NOTE: Protect in place ducting running through the space that service the mall or other tenants in place. *Contractor to hire Landlord mandatory subs including roof, fire sprinkler, fire alarm, structural architect. *HVAC replaced 5/2025 Riderwood USA, Inc. Signed Fernando De Santiago Date 5/5/2025 Working Drawing Review These Drawings have been reviewed for general design intent only. All actual field condi�ons are required to be verified by the Tenants Architect and/ or Contractor. Tenants are responsible for complying with all government regula�ons. One (1) copy of this Landlord stamped set of drawings is required to be always kept on the job site. Conditional approval as noted* *ADD NOTE: Protect in place all existing fireproofing on steel columns and beams and patch repair any damage to maintain the fire rating. *ADD NOTE: Protect in place utilities running through the space that service the mall or other tenants in place (including electrical, data and water line.) *ADD NOTE: Protect in place ducting running through the space that service the mall or other tenants in place. *Contractor to hire Landlord mandatory subs including roof, fire sprinkler, fire alarm, structural architect. *HVAC replaced 5/2025 Riderwood USA, Inc. Signed Fernando De Santiago Date 5/5/2025 SCALE: TYPICAL DETAIL AT WALL CONNECTION TO SLAB A1 3" = 1'-0" VA R I E S 6" MIN . LINE OF FINISHED FLOOR, WHERE OCCURS - REFER TO FINISH PLAN SCHEDULED METAL STUD CONTINUOUS BOTTOM TRACK - SIZE & GAUGE TO MATCH STUD SECURE TRACK TO SLAB USING POWDER-DRIVEN FASTENERS MIN. 0.145 Ø AT MAX. SPACING OF 24" O.C. & 6" FROM ENDS (ICC #ESR-1663) FINISHED FACE OF WALL, WHERE OCCURS - REFER TO PLANS WALL BASE, WHERE OCCURS - REFER TO PLANS & SCHEDULE SCALE: TYPICAL BLOCKING DETAILD1 N.T.S. (3) - 10 GAUGE S.M.S. CUT & BEND FLANGES FLAT (BOTH ENDS) 6" - 16 GA. METAL TRACK (UNPUNCHED) AT ALL LOCATIONS METAL STUD, AS OCCURS - REFER TO PLANS AND DETAILS FOR ADDITIONAL INFORMATION DETAIL NOTES: A.BACKING PLATES SHALL EXTEND TO SECOND STUD BEYOND LAST ATTACHMENT AT EACH END. B.WHERE EXISTING GYPSUM BOARD IS REQUIRED TO BE REMOVED FOR INSERTION OF BLOCKING, REPLACE AND REPAIR TO 'LIKE-NEW' CONDITION. SCALE: TYPICAL DETAIL AT WALL BRACINGG1 3" = 1'-0" 6" 3-5/8" METAL STUD (18 GA.) - BRACE AT 60" O.C. MAXIMUM; ALTERNATE DIRECTION OF BRACES ALONG LENGTH OF WALL WHERE POSSIBLE - REFER TO ATTACHMENT DETAIL FOR SECUREMENT TO DECK OR STRUCTURE 2" X 2" X 4" LG, 12 GA. FRAMING CLIP W. (3) #12 SCREWS EACH LEG FINISHED CEILING, AS OCCURS - REFER TO REFLECTED CEILING PLAN SCHEDULED PARTITION - REFER TO CONSTRUCTION PLAN METAL TRACK - MATCH SIZE & GAUGE TO SCHEDULED STUD TYPICAL LANDLORD NOTE: A.TENANT SHALL NOT DRILL, SCREW, WELD OR SHOOT INTO LANDLORD'S STRUCTURE OR STRUCTURAL MEMBERS. B.ALL ATTACHMENTS SHALL BE MADE WITH BEAM CLAMPS, CLIPS OR BOLTS AND WASHERS. C.NOTHING IS PERMITTED TO BE ATTACHED TO, SUSPENDED FROM OR PENETRATE THROUGH THE ROOF DECK. D.JOISTS, BEAMS, TRUSSES AND GIRDERS MAY BE USED FOR LATERAL BRACING AND SPANNING SUPPORT. DO NOT SUPPORT ANY CONSTRUCTION FROM LANDLORD'S CROSS BRACING OR BRIDGING. SCALE: TYPICAL DETAIL FOR LATERAL BRACING D4 N.T.S. BRIDGING / SPACER BAR - INSTALL PER MANUFACTURER'S INSTRUCTIONS METAL STUD, AS OCCURS - REFER TO PLANS AND DETAILS FOR ADDITIONAL INFORMATION SCALE: TYPICAL ATTACHMENT DETAIL FOR DIAGONAL BRACING G4 3" = 1'-0" METAL STUD BRACING - REFER TO DETAIL G1 / A-501 FOR ADDITIONAL INFORMATION EXISTING METAL DECK 3-5/8" METAL STUDS PRESSED INTO DECK RIB; SPAN BETWEEN JOISTS/BEAMS - DO NOT FASTEN TO DECK 2" X 4" X 6" LONG, 12 GA. FRAMING CLIP W. (3) #10 SCREWS SCALE: TYPICAL WALL ATTACHMENT DETAIL (PARALLEL WITH JOISTS) G7 3" = 1'-0" 2" M I N . 2" M I N . SCALE: TYPICAL WALL ATTACHMENT DETAIL (PERPENDICULAR TO JOIST / AT UP RIB) G10 3" = 1'-0" SCALE: TYPICAL WALL ATTACHMENT DETAIL (AT DOWN RIB OF DECK) G13 3" = 1'-0" SHEET METAL - 12 GA. W. (1) #12 SCREW AT 16" O.C. (BOTH SIDES) 1-1/2" X 1-1/2" X 1-1/2" 12 GA. FRAMING CLIP W. (1) #12 SCREW EACH LEG (BOTH SIDES) FIRE CAULK ENTIRE PERIMETER (BOTH SIDES) FASTEN TO PRESSED STUD AT 32" O.C. 3-5/8" METAL STUDS PRESSED INTO DECK RIB - SPAN BETWEEN JOISTS/BEAMS; DO NOT FASTEN TO DECK FILL CAVITY W. FIRE SAFING MATERIAL DEFLECTION TRACK - REFER TO DETAIL XX / A-501 EXISTING DECK - DO NOT PENETRATE SHEET METAL - 12 GA. W. (1) #12 SCREW AT 16" O.C. (BOTH SIDES) FIRE CAULK ENTIRE PERIMETER (BOTH SIDES) FASTEN TO PRESSED STUD AT 32" O.C. 3-5/8" METAL STUDS PRESSED INTO DECK RIB - SPAN BETWEEN JOISTS/BEAMS; DO NOT FASTEN TO DECK DEFLECTION TRACK - REFER TO DETAIL XX / A-501 EXISTING DECK - DO NOT PENETRATE 3-5/8" METAL STUDS PRESSED INTO DECK RIB - SPAN BETWEEN JOISTS/BEAMS (BOTH SIDES); DO NOT FASTEN TO DECK EXISTING DECK - DO NOT PENETRATE FASTEN TO PRESSED STUD AT 32" O.C. (BOTH SIDES) DEFLECTION TRACK - REFER TO DETAIL XX / A-501 SCALE: DEFLECTION TRACK DETAILD7 N.T.S. SCHEDULED METAL STUD, 16" O.C. TYPICAL #10 SCREW AT CENTER OF SLOT SLOTTED DEFLECTION TRACK 1/4" (TYPICAL) 2-1/2" (TYPICAL) 1/2" CLEAR ISOMETRIC VIEW SCHEDULED METAL STUD, 16" O.C. TYPICAL #10 SCREW AT CENTER OF SLOT SLOTTED DEFLECTION TRACK SECTION VIEW DETAIL NOTES: A.NESTED TRACKS (20 GA. MINIMUM) OR SLOTTED TRACK (20 GA. MINIMUM) TO ALLOW 1/2" DEFLECTION. B.STUDS CUT 1/2" SHORT TO ALLOW FOR 1/2" DEFLECTION. C.FINISH MATERIALS (WHERE OCCUR) HELD 1/2" SHORT OF TOP OF TRACK TO ALLOW 1/2" DEFLECTION. DO NOT SCREW FINISH MATERIALS INTO TOP TRACK - FASTEN INTO STUDS ONLY. D.APPLY OR PATCH FIREPROOFING (WHERE INDICATED) AFTER INSTALLATION OF TRACK OR STRAPS. E.ACOUSTICAL SEALANT IN 1/2" DEFLECTION GAP AT PARTITIONS WITH ACOUSTICAL INSULATION. F.ALL FASTENERS SHALL BE HILTI, OR APPROVED EQUAL. SCALE: METAL STUD SPLICE DETAILD13 N.T.S. (4) #8 TEX SCREWS ON EACH SIDE OF SPLICE SCHEDULED METAL TRACK STUD SECTION INSIDE TRACK SCALE: DETAIL AT WOOD BASEA7 3" = 1'-0" LINE OF FINISHED FLOOR, WHERE OCCURS - REFER TO FINISH PLAN SCHEDULED METAL STUD FINISHED FACE OF WALL, WHERE OCCURS - REFER TO PLANS TYPICAL AT SALES FLOOR WALLS & COLUMNS, U.N.O. WB 1 SCALE: DETAIL AT TOILET ROOM COVED BASEA4 3" = 1'-0" SCHEDULED METAL STUD FINISHED FACE OF WALL, WHERE OCCURS - REFER TO PLANS TYPICAL AT TOILET ROOM, U.N.O.VS 1 BONDED PUNCTURE-PROOF ALUMINUM REINFORCEMENT EXTEND WATERPROOFING 6" HIGH MIN. UP WALL JOHNSONITE COVE CAP, #SCC-09-A 6" SCALE: DETAIL AT WOOD BASE / ACRYLIC WALL TILES A10 3" = 1'-0" LINE OF FINISHED FLOOR, WHERE OCCURS - REFER TO FINISH PLAN SCHEDULED METAL STUD TYPICAL AT SALES FLOOR WALLS & COLUMNS, U.N.O.WB 1 AC 1 1/ 4 " SCALE: PARTITION TYPE DETAILSK1 1" = 1'-0" ·NEW 3-5/8" METAL STUDS AT 16" O.C., TYPICAL ·NEW 5/8" TH. TYPE 'X' GYP. BD., BOTH SIDES U.N.O.; CONTINUOUS FROM FLOOR TO DECK. REMARKS: ·ON SALES SIDE, PROVIDE (2) LAYERS BETWEEN 8'-4" TO 6" ABOVE FINISHED CEILING, WHERE APPLICABLE ·AT OPEN CEILING, EXTEND METAL STUDS AND GYP. BD. TO STRUCTURE ABOVE. B WALL TYPE 'B' A1 A-501 F7 A-503 8'- 4 " A . F . F . T O P L Y W O O D E10 A-501 LINE OF FINISHED FLOOR, REFER TO FINISH PLAN 6" 1' - 0 " WALL BASE, WHERE OCCURS METAL TRACK, SIZE & GAUGE TO MATCH VERTICAL MEMBER 5/8" TH. FRT PLYWOOD 3-5/8" METAL STUD AT 16" O.C.; REFER TO DETAIL D1/A-501 FOR LATERAL BRACING SUPPORT DASHED LINE INDICATES MDF WALL FINISH PANEL, WHERE OCCURS 5/8" TH. TYPE 'X' GYP. BD. LINE OF FINISHED CEILING, REFER TO REFLECTED CEILING PLAN - AS OCCURS EXTEND GYP. BD. AND METAL STUD TO STRUCTURE ABOVE AT OPEN CEILING CONDITION LINE OF STRUCTURE ABOVE - REFER TO PARTITION PLAN FOR TYPICAL NOTES C WALL TYPE 'C' A1 A-501 G1 A-501 LINE OF FINISHED FLOOR, REFER TO FINISH PLAN 6" WALL BASE, WHERE OCCURS METAL TRACK, SIZE & GAUGE TO MATCH VERTICAL MEMBER 3-5/8" METAL STUD AT 16" O.C.; REFER TO DETAIL D1/A-501 FOR LATERAL BRACING SUPPORT 5/8" TH. TYPE 'X' GYP. BD. LINE OF FINISHED CEILING, REFER TO REFLECTED CEILING PLAN - AS OCCURS EXTEND GYP. BD. AND METAL STUD TO STRUCTURE ABOVE AT OPEN CEILING CONDITION LINE OF STRUCTURE ABOVE - REFER TO PARTITION PLAN FOR TYPICAL NOTES ·NEW 6" METAL STUDS AT 16" O.C., TYPICAL ·NEW 5/8" TH. TYPE 'X' GYP. BD., BOTH SIDES U.N.O.; CONTINUOUS TO 6" ABOVE FINISHED CEILING. REMARKS: ·AT OPEN CEILING, EXTEND METAL STUDS AND GYP. BD. TO STRUCTURE ABOVE. C1 WALL TYPE 'C1' A1 A-501 E10 A-501 LINE OF FINISHED FLOOR, REFER TO FINISH PLAN 6" WALL BASE, WHERE OCCURS METAL TRACK, SIZE & GAUGE TO MATCH VERTICAL MEMBER 6" METAL STUD AT 16" O.C.; REFER TO DETAIL D1/A-501 FOR LATERAL BRACING SUPPORT 5/8" TH. TYPE 'X' GYP. BD. LINE OF FINISHED CEILING, REFER TO REFLECTED CEILING PLAN - AS OCCURS EXTEND GYP. BD. AND METAL STUD TO STRUCTURE ABOVE AT OPEN CEILING CONDITION LINE OF STRUCTURE ABOVE - REFER TO PARTITION PLAN FOR TYPICAL NOTES ·NEW 3-5/8" METAL STUDS AT 16" O.C., TYPICAL. ·NEW 5/8" TH. TYPE 'X' GYP. BD. - TENANT SIDE ONLY, CONTINUOUS TO DECK. REMARKS: ·NEW DEMISING WALL. ·FIRE-RATED PARTITION PER UL DETAIL #U419, INCLUDING BUT NOT LIMITED TO SEALING ALL VOIDS AND CRACK W. 'UL' LISTED APPROVED FIRE-SAFING SEALANT. D WALL TYPE 'D' A1 A-501 D5 A-501 LINE OF FINISHED FLOOR, REFER TO FINISH PLAN WALL BASE, WHERE OCCURS METAL TRACK, SIZE & GAUGE TO MATCH VERTICAL MEMBER 3-5/8" METAL STUD AT 16" O.C.; REFER TO DETAIL D1/A-501 FOR LATERAL BRACING SUPPORT 5/8" TH. TYPE 'X' GYP. BD., TENANT SIDE ONLY LINE OF FINISHED CEILING, REFER TO REFLECTED CEILING PLAN - AS OCCURS LINE OF STRUCTURE ABOVE - REFER TO PARTITION PLAN FOR TYPICAL NOTES TENANT SPACE ADJACENT TENANT SOUND ATTENUATION BATT INSULATION (STC OF 42 OR BETTER) NOT USEDNOT USEDNOT USED ·NEW 3-5/8" METAL STUDS AT 16" O.C., TYPICAL ·NEW 5/8" TH. TYPE 'X' GYP. BD., BOTH SIDES U.N.O.; CONTINUOUS TO 6" ABOVE FINISHED CEILING. REMARKS: ·AT OPEN CEILING, EXTEND METAL STUDS AND GYP. BD. TO STRUCTURE ABOVE. ·AT STOCK ROOM SIDE, FINISH UP TO 12'-0" ONLY. F WALL TYPE 'F' A1 A-501 LINE OF FINISHED FLOOR, REFER TO FINISH PLAN WALL BASE, WHERE OCCURS METAL TRACK, SIZE & GAUGE TO MATCH VERTICAL MEMBER 3-5/8" METAL STUD AT 16" O.C.; REFER TO DETAIL D1/A-501 FOR LATERAL BRACING SUPPORT 5/8" TH. TYPE 'X' GYP. BD. PAINT LINE - REFER TO ELEVATIONS FOR HEIGHT LINE OF STRUCTURE ABOVE - REFER TO PARTITION PLAN FOR TYPICAL NOTES ·NEW 3-5/8" METAL STUDS AT 16" O.C., TYPICAL ·NEW 5/8" TH. TYPE 'X' GYP. BD., VISIBLE SIDE ONLY. REMARKS: ·AT OPEN CEILING, EXTEND METAL STUDS AND GYP. BD. TO STRUCTURE ABOVE. ·AT STOCK ROOM SIDE, FINISH UP TO 12'-0" ONLY. ALIGN TOP OF PARTITION W. PAINT LINE TIE PARTITION BACK TO WALL AS REQUIRED FOR LATERAL SUPPORT - MATCH SIZE AND GAUGE OF PARTITION STUD ±1 5 ' - 9 " V . I . F . 8'- 0 " A . F . F . ( A T T O I L E T R O O M ) ±7 ' - 9 " V . I . F . PROVIDE CONTINUOUS METAL STUD - MATCH SIZE AND CAUGE OF PARTITION STUD; SECURE W. #10 TEK SCREWS TO METAL FRAMING 02 A.TYPICAL WALL CONSTRUCTION. ALL WALL CONSTRUCTION SHALL BE PER THE REFERENCED SECTIONS & NOTES. B.WALL SECTIONS. REFER TO CONSTRUCTION PLAN FOR DETAILS AND SECTIONS ON ALL NEW WALL CONSTRUCTION. ALL WALL SECTIONS LOCATED ON THIS SHEET. C.COORDINATION OF FINISHES. COORDINATE ALL FINISHES WITH THE ELEVATION DRAWINGS AND ROOM FINISH SCHEDULE, AS APPLICABLE. D.FIRE-RATED PARTITIONS. ALL FIRE-RATED PARTITIONS SHALL BE REPAIRED AS REQUIRED TO MAINTAIN ASSIGNED FIRE-RATING PERFORMANCE. E.GYP. BD. AT CONCEALED CONDITIONS. OMIT GYPSUM BOARD FROM PARTITION FACES THAT ARE NOT VISIBLE OR ACCESSIBLE. F.ANGLED WALLS. ALL WALL ANGLES SHALL BE 45°, 90° OR 135° UNLESS NOTED OTHERWISE. G.DIMENSION STANDARDS. ALL WALL DIMENSIONS ARE TO FACE OF DRYWALL. H.PARTITION WORK ABOVE CEILING. ALL PARTITIONS EXTENDING ABOVE THE FINISHED CEILING SHALL BE FRAMED AROUND AND COORDINATED WITH WORK BY OTHER TRADES. I.WET LOCATIONS. USE WATER RESISTANT GYPSUM BOARD AT ALL WET LOCATIONS. J.SOUND ATTENUATION. SOUND BATT INSULATION WITH AN STC OF 42 OR BETTER TO BE INSTALLED IN ALL DEMISING WALLS AND THE SALES / RESTROOM WALL(S) K.STUD SIZING & GAUGE. REFER TO THE METAL STUD SCHEDULE ON DRAWING SHEET A-501 FOR GAUGE SIZES UNLESS NOTED OTHERWISE. L.METAL FRAMING SPECIFICATION. ALL METAL STUDS, RUNNERS AND FRAMING SHALL BE CLARKDIETRICH. REFER TO SPECIFICATIONS FOR ADDITIONAL INFORMATION. GENERAL NOTES KEYED NOTES METAL STUDS SCHEDULE STUD DESIGNATION STUD DEPTH FLANGE WIDTH STUD GAUGE STUD SPACING MAX. WALL HEIGHT OR MAX. HEIGHT TO DIAGONAL BRACE 362S162-33 3-5/8"1-5/8"20 GA.16" O.C.17' - 6" 362S162-43 3-5/8"1-5/8"18 GA.16" O.C.19' - 0" 362S162-54 3-5/8"1-5/8"16 GA.16" O.C.20' - 6" 600S162-33 6"1-5/8"16" O.C.26' - 6" 600S162-43 6"1-5/8"16" O.C.28' - 6" 600S162-54 6"1-5/8"16" O.C.30' - 0" 800S162-33 8"1-5/8"16" O.C.32' - 2" 800S162-43 8"1-5/8"16" O.C.35' - 4" 800S162-54 8"1-5/8"16" O.C.38' - 1" 20 GA. 18 GA. 16 GA. 20 GA. 18 GA. 16 GA. LIGHT GAUGE FRAMING - CROSS REFERENCE GUIDE MIL. THICKNESS - GA. NUMBER CROSS REFERENCE 25 GA..................................................18 MIL. 22 GA..................................................27 MIL. 20 GA..................................................33 MIL. 18 GA..................................................43 MIL. 16 GA..................................................54 MIL. 14 GA..................................................68 MIL. 12 GA..................................................97 MIL. EXAMPLE CROSS REFERENCE 3-5/8", 18 GA. STRUCTURAL MTL STUD - 362 S 162 - 43 STUD DEPTH (3-5/8") S = STUD; T = TRACK FLANGE WIDTH (1-5/8") STUD THICKNESS (+43 MIL / 18 GA.) LIGHT GAUGE FRAMING SCREW CONNECTIONS UNLESS NOTED OTHERWISE, LIGHT GAUGE FRAMING CONNECTIONS SHALL BE MADE USING #8 SCREWS. SEE DETAILS E10/A-501 FOR DIAGONAL CONNECTION DETAIL. AT LOCATIONS WHERE SHEATHING MATERIAL IS PLACED AGAINST THE SCREW HEADS OF LIGHT GAUGE METAL FRAMING CONNECTIONS, PANCAKE HEAD SCREWS SHALL BE USED SO THAT THE SHEATHING MATERIAL REMAINS STRAIGHT AND SMOOTH. METAL STUD ICC # ESR-1166P LOCATE BRACING AT 12'-0" ON CENTER EACH DIRECTION AND WITHIN 6'-0" OF PERIMETER PARTITION OR PER MANUFACTURER RECOMMENDATIONS, WHICH EVER IS MORE STRINGENT PERIMETER SUPPORT SCALE: SEISMIC SUSPENDED GYP. BD. CEILING DETAILA13 NTS 45° MA X WITHIN 2" OF FRAMING INTERSECTION: FOUR 12 GAGE MINIMUM WIRES SPLAYED 90 DEGREES (IN PLAN) FROM EACH OTHER. EACH END OF EACH WIRE TO BE LOOPED AND WRAPPED AROUND ITSELF 4 TIMES MINIMUM U.S.G. DRYWALL SUSPENSION SYSTEM: - DGLW-26, 12' X 1 1/2" X 1 1/2" HEAVY DUTY MAIN TEE - DGLW-424, 4' X 1 1/2" X 1 1/2" CROSS TEE - INSTALL PER MANUFACTURER RECOMMENDATIONS - OR OWNER APPROVED USG OR ARMSTRONG ALTERNATE SYSTEM IN SEISMIC ZONES, MAINTAIN 1/2" WIDE CONTROL JOINTS IN GWB CEILINGS WITH USG 093 EXPANSION JOINT. SPACE CONTROL JOINTS 30' O/C MAX. OR REFER TO CEILING PLAN FOR RECOMMENDED LOCATIONS. THIS DETAIL IS TO BE USED IN NON-FIRE RATED ASSEMBLIES ONLY. HANGER WIRES, SIZE AND SPACING PER MANUFACTURER'S RECOMMENDATIONS, IN SEISMIC ZONES MINIMUM 12 GA. 5/8" TYPE 'X' GYPSUM BOARD SCREW INTO ANGLE MOLDING AT PERIMETER 6" MAXIMUM FROM WALL TO MAIN RUNNER WHERE MAIN RUNNER IS PARALLEL TO WALL - OR PER MANUFACTURER'S REC, WHICH EVER IS MORE STRINGENT A-501 TYPICAL PARTITION DETAILS REV. A B C D E F G H J K L M N P 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 181716151413121110987654321 SHEET TITLE DATE DESCRIPTION THE SHOPS AT SANTA ANITA SHEET NO. 400 S BALDWIN AVE UNIT D9 ARCADIA, CA 91007 LEGO Nelco Architecture, Inc. 201 EAST 4TH STREET SUITE 17 CINCINNATI, OH 45202 513.241.3000 WWW.NELSONWORLDWIDE.COM NELSON PROJECT NUMBER: 24.0002536.000 AUTHORIZED FOR: LANDLORD REVIEW SET- BID & PERMIT SET-12 / 16 / 2024 12 / 16 / 2024 PERMIT SUBMITTAL BLDG DEPT RESPONSE102 / 28 / 2025 BLDG DEPT RESPONSE204 / 25 / 2025 Working Drawing Review These Drawings have been reviewed for general design intent only. All actual field condi�ons are required to be verified by the Tenants Architect and/ or Contractor. Tenants are responsible for complying with all government regula�ons. One (1) copy of this Landlord stamped set of drawings is required to be always kept on the job site. Conditional approval as noted* *ADD NOTE: Protect in place all existing fireproofing on steel columns and beams and patch repair any damage to maintain the fire rating. *ADD NOTE: Protect in place utilities running through the space that service the mall or other tenants in place (including electrical, data and water line.) *ADD NOTE: Protect in place ducting running through the space that service the mall or other tenants in place. *Contractor to hire Landlord mandatory subs including roof, fire sprinkler, fire alarm, structural architect. *HVAC replaced 5/2025 Riderwood USA, Inc. Signed Fernando De Santiago Date 5/5/2025 SCALE: DIAGRAM AT TYPICAL TILL UNITA1 N.T.S. 47 1/4" 35 1 / 2 " 36 1 / 4 " 7" 36 1 / 4 " 7" 36 1 / 4 " 7" PLAN VIEW SCALE: DIAGRAM AT ACCESIBLE TILL UNITA7 N.T.S. SCALE: DIAGRAM AT REAR TILL (DRAWERS) A13 N.T.S. SCALE: DIAGRAM AT REAR TILL (BAGS) A16 N.T.S. ELEVATION - SIDE ELEVATION - CUSTOMER-SIDE ELEVATION - EMPLOYEE-SIDE 47 1/4" 35 1 / 2 " 36 1 / 4 " 7" 36 1 / 4 " 7" PLAN VIEW ISOMETRIC DIAGRAM - CUSTOMER-SIDE ISOMETRIC DIAGRAM - EMPLOYEE-SIDE ELEVATION - SIDE ELEVATION - CUSTOMER-SIDE ELEVATION - EMPLOYEE-SIDE ISOMETRIC DIAGRAM - CUSTOMER-SIDE ISOMETRIC DIAGRAM - EMPLOYEE-SIDE 29 " 14 1 / 4 " PLAN VIEW ELEVATION VIEW ISOMETRIC DIAGRAM 47 1/4" 23 1 / 2 " 36 1 / 2 " PLAN VIEW ELEVATION VIEW ISOMETRIC DIAGRAM 47 1/4" 23 1 / 2 " 36 1 / 2 " 19 " 54 1 / 4 " RETRACTABLE ACCESSIBLE SHELF 23 1/2"23 3/4" 27 " 02 02 2'- 8 14" SCALE: SECTION DETAIL AT TYP. PERIMETER BAY H1 1" = 1'-0" SCALE: SECTION DETAIL AT DIGITAL RIBBON H4 1" = 1'-0" SCALE: SECTION DETAIL AT PICK-A-BRICK STATION H7 1" = 1'-0" SCALE: SECTION DETAIL AT DISRUPTER BAY H11 1" = 1'-0" SCALE: SECTION DETAIL AT REAR TILL UNIT H15 1" = 1'-0" SCHEDULED PARTITION - REFER TO CONSTRUCTION PLAN FOR ADDITIONAL INFORMATION LINE OF FINISHED FLOOR LINE OF FINISHED FLOOR SCHEDULED PARTITION - REFER TO CONSTRUCTION PLAN FOR ADDITIONAL INFORMATION LINE OF FINISHED FLOOR 1/2" TH. MDF PANEL AT TOP OF FIXTURE 7' - 1 1 1 / 4 " 3/4" TH. F.R.T. PLYWOOD BLOCKING, AS REQ'D L-UPRIGHT SHELVING BACK OF PANEL SHELVING TV BRACKET DISPLAY FOR PULLOUT SHELF (ACRYLIC, CLEAR TRANSPARENT) BASE KICK PLATE LINE OF FINISHED FLOOR LINE OF FINISHED FLOOR BASE KICK PLATE SHELVING SHELVING SHELVING SHELVING SHELVING 1/2" TH. MDF PANEL AT TOP OF FIXTURE 3/4" TH. F.R.T. PLYWOOD BLOCKING, AS REQ'D 3/4" TH. F.R.T. PLYWOOD BLOCKING, AS REQ'D 3/4" TH. F.R.T. PLYWOOD BLOCKING, AS REQ'D L-UPRIGHT BACK OF PANEL 2' - 7 12" 2' - 7 12" 7'- 9 " 1' - 8 3 4" 1' - 2 14" 7'- 1 14" 1'- 2 14" 1/2" TH. MDF PANEL AT TOP OF P.A.B. FIXTURE LEGO STUDS FIXTURE PERIMETER SIDE PANEL FIXTURE (3 PIECES) DISPLAY BRICK HOLDER FIXTURE, TYPICAL CLEAR ACRYLIC SIGN HOLDER CUP HOLDER FIXTURE CUP HOLDER BASE BRICKS FIXTURE 1/2" MDF PANEL AT BOTTOM OF P.A.B. FIXTURE BASE PODIUM FIXTURE 5'- 3 34" 2' - 7 12" 3/4" TH. F.R.T. PLYWOOD BLOCKING, AS REQ'D F.R.T. WOOD BLOCKING, AS REQ'D LEGO STUDS FIXTURE, TYPICAL FABRIC GRAPHIC LED FIXTURE VERTICAL TILES - LEGO CLADDING HEADER FIXTURE 6'- 9 " 5'- 3 34" 4'- 2 14" LEGO STUDS FIXTURE, TYPICAL VERTICAL TILES - LEGO CLADDING REAR TILL UNIT FIXTURE PAINT WALL AND ALL BLOCKING BEHIND REAR TILL UNIT; PAINT P-1 HORIZONTAL LEGO PANEL FIXTURE W. CLADDING VERTICAL LEGO SIDE PANEL FIXTURE W. CLADDING LEGO SCREEN/MONITOR FIXTURE HORIZONTAL LEGO PANEL FIXTURE W. CLADDING ℄ 3/4" GAP AT REAR FROM FACE OF GYP TO BACK OF L-UPRIGHT SCHEDULED PARTITION - REFER TO CONSTRUCTION PLAN FOR ADDITIONAL INFORMATION 3/4" GAP AT REAR FROM FACE OF GYP TO BACK OF L-UPRIGHT SCHEDULED PARTITION - REFER TO CONSTRUCTION PLAN FOR ADDITIONAL INFORMATION 3/4" GAP AT REAR FROM FACE OF GYP TO BACK OF L-UPRIGHT SCHEDULED PARTITION - REFER TO CONSTRUCTION PLAN FOR ADDITIONAL INFORMATION 3/4" GAP AT REAR FROM FACE OF GYP TO BACK OF L-UPRIGHT CONTINUOUS POWER STRIP AT 44" AFF. RECESSED INTO GYP. BD. CONTINUOUS POWER STRIP AT 44" AFF. RECESSED INTO GYP. BD. NOT USED NOT USED NOTE: REFER TO STRUCTURAL CALCS AND SKETCHES FOR ANCHORAGE DETAILS AND ADDITIONAL NOTES. 02 NOTE: REFER TO STRUCTURAL CALCS AND SKETCHES FOR ANCHORAGE DETAILS AND ADDITIONAL NOTES. 02 NOTE: REFER TO STRUCTURAL CALCS AND SKETCHES FOR ANCHORAGE DETAILS AND ADDITIONAL NOTES. 02 A-502 MILLWORK DETAILS AT PERIMETER/TILL REV. A B C D E F G H J K L M N P 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 181716151413121110987654321 SHEET TITLE DATE DESCRIPTION THE SHOPS AT SANTA ANITA SHEET NO. 400 S BALDWIN AVE UNIT D9 ARCADIA, CA 91007 LEGO Nelco Architecture, Inc. 201 EAST 4TH STREET SUITE 17 CINCINNATI, OH 45202 513.241.3000 WWW.NELSONWORLDWIDE.COM NELSON PROJECT NUMBER: 24.0002536.000 AUTHORIZED FOR: LANDLORD REVIEW SET- BID & PERMIT SET-12 / 16 / 2024 12 / 16 / 2024 PERMIT SUBMITTAL BLDG DEPT RESPONSE102 / 28 / 2025 BLDG DEPT RESPONSE204 / 25 / 2025 Working Drawing Review These Drawings have been reviewed for general design intent only. All actual field condi�ons are required to be verified by the Tenants Architect and/ or Contractor. Tenants are responsible for complying with all government regula�ons. One (1) copy of this Landlord stamped set of drawings is required to be always kept on the job site. Conditional approval as noted* *ADD NOTE: Protect in place all existing fireproofing on steel columns and beams and patch repair any damage to maintain the fire rating. *ADD NOTE: Protect in place utilities running through the space that service the mall or other tenants in place (including electrical, data and water line.) *ADD NOTE: Protect in place ducting running through the space that service the mall or other tenants in place. *Contractor to hire Landlord mandatory subs including roof, fire sprinkler, fire alarm, structural architect. *HVAC replaced 5/2025 Riderwood USA, Inc. Signed Fernando De Santiago Date 5/5/2025 HINGE SIDE APPROACHFRONT APPROACH SWINGING DOOR PUSH SIDE SWINGING DOOR PUSH SIDE ·SWINGING DOOR ·PULL SIDE FRONT APPROACH SWINGING DOOR PULL SIDE HINGE SIDE APPROACH LATCH SIDE APPROACH SWINGING DOOR PUSH SIDE LATCH SIDE APPROACH SWINGING DOOR PULL SIDE SCALE: TYPICAL ACCESSIBILITY DETAILS AT DOOR CLEARANCESN1 N.T.S. 60 " M I N I M U M 18" MINIMUM 24" PREFERRED X Y 24" MIN. 48 " M I N I M U M ( Y ) 48 " M I N I M U M 42 " M I N I M U M ( Y ) 54" MINIMUM 42 " M I N I M U M ( Y ) 24" MINIMUM 48 " M I N I M U M 48 " M I N I M U M 42 " M I N I M U M 48 " M I N I M U M NOTE: X=36" MIN. IF Y=60"; X=42" MIN. IF Y=54" MIN. NOTE: Y=54" MIN. (IF DOOR HAS A CLOSER) NOTE: X=12" MIN. (IF DOOR HAS BOTH A LATCH AND A CLOSER) NOTE: Y=48" MIN. (IF DOOR HAS BOTH A LATCH AND A CLOSER) NOTE: Y=48" MIN. (IF DOOR HAS A CLOSER) X DOORS IN A SEQUENCE DIAGRAMS A.DOOR CLOSER LOCATION. CLOSERS SHALL BE MOUNTED ON ROOM SIDE OF DOORS. B.CLOSER OPENING FORCE. CLOSERS SHALL HAVE A MAXIMUM OPENING FORCE OF 5 LBS. (INTERIOR HINGED DOORS) & SWEEP PERIOD ADJUSTED SO THAT FROM AN OPEN POSITION OF 70° THE DOOR SHALL TAKE AT LEAST 3-SECONDS TO MOVE TO A POINT 36" FROM THE LATCH MEASURED TO THE LEADING EDGE OF THE DOOR. C.ACCESSIBILITY COMPLIANCE. GENERAL CONTRACTOR SHALL CONFIRM W. SUPPLIER THAT ALL HARDWARE MEETS LOCAL AHJ'S ACCESSIBILITY REQUIREMENTS. ALL DOORS SHALL BE COMPLIANT WITH ALL ACCESSIBILITY REQUIREMENTS AT CONCLUSION OF THE PROJECT. D.HARDWARE HEIGHT. DOOR HARDWARE SHALL BE MOUNTED AT NOT LESS THAT 36" A.F.F. OR MORE THAN 44" A.F.F. REFER TO DETAILS, THIS SHEET. E.HINGE TYPE. ALL HINGES SHALL BE STEEL BALL BEARING, FULL MORTISE TYPE. AT EXTERIOR HINGES, ALL HINGES SHALL BE NON-REMOVABLE PINS. F.SILENCERS AT FRAMES. ALL METAL DOOR FRAMES SHALL BE PROVIDED WITH SILENCERS. G.DOOR STOPS. ALL INTERIOR DOORS SHALL BE PROVIDED WITH COMMERCIAL-GRADE WALL-MOUNTED OR FLOOR-INSTALLED STOPS. H.DOOR & HARDWARE SUBMITTAL. GENERAL CONTRACTOR SHALL SUBMIT TYPE-WRITTEN SHOP DRAWINGS AND PRODUCT LITERATURE FOR ALL DOORS & HARDWARE SPECIFIED. ALLOW FOR MIN. (1) WEEK REVIEW TIME FROM ARCHITECT. I.RATED DOORS. ALL FIRE-RATED DOORS SHALL BE SUPPLIED W. THRESHOLDS AND GASKETS PER SPECIFICATIONS AND CODE. J.EXTERIOR DOORS DETAILS / THRESHOLDS. COORDINATE ALL DETAILS AND THRESHOLDS AT EXTERIOR DOORS W. LANDLORD. K.WEATHER STRIPPING. G.C. SHALL PROVIDE WEATHER STRIPPING AND ACCESSIBLY COMPLIANT THRESHOLD AT EXTERIOR DOORS. ALL THRESHOLDS SHALL NOT EXCEED 1/2" MAX. HEIGHT. L.DOOR & FRAME FINISH. AT ALL SWINGING DOORS, DOORS AND FRAMES SHALL BE COLOR-MATCHED. ALL SIDES AND FACES OF DOOR AND FRAME SHALL BE FINISHED PER DOOR SCHEDULE. M.HARDWARE DESIGN & SUBSTITUTIONS. ALL HARDWARE REPRESENTS THE INTENDED QUALITY, STYLE AND APPEARANCE. SUBSTITUTIONS MAY BE CONSIDERED PENDING SUBMITTAL AND FORMAL APPROVAL FROM ARCHITECT. N.ROLLING GRILLE. WHERE APPLICABLE, GENERAL CONTRACTOR SHALL COORDINATE WITH GRILLE MANUFACTURER AND VERIFY THAT GRILLE INSTALLATION MEETS ALL LANDLORD AND TENANT REQUIREMENTS. O.EXIT DOOR HARDWARE. ALL EXIT DOORS SHALL BE OPERABLE FROM THE INSIDE WITHOUT THE USE OF A KEY OR ANY SPECIAL KNOWLEDGE OR EFFORT. THE MAIN EXTERIOR DOOR IS PERMITTED TO BE EQUIPPED W. A KEY-OPERATED LOCKING DEVICE FROM THE EGRESS SIDE IF: (1) THE LOCKING DEVICE IS READILY DISTINGUISHABLE AS LOCKED, (2) A READILY VISIBLE, DURABLE SIGN IS POSTED ON THE EGRESS SIDE ON OR ADJACENT TO THE DOOR STATING "THIS DOOR TO REMAIN UNLOCKED WHEN THE BUILDING IS OCCUPIED" - THE SIGN SHALL BE IN LETTERS 1" HIGH ON CONTRASTING BACKGROUND AND (3) THE USE OF KEY-OPERATED DEVICE IS REVOCABLE BY THE BUILDING OFFICIAL FOR DUE CAUSE. P.SERVICE DOOR HARDWARE. HARDWARE AT SERVICE DOOR, WHERE APPLICABLE, SHALL BE BUILDING STANDARD AS REQUIRED BY LANDLORD DESIGN CRITERIA. Q.UNDERCUT TOILET ROOM DOOR. UNDERCUT TOILET ROOM DOOR 1" TO PROVIDE AIR FLOW. R.ENTRY DOORS DURING BUSINESS HOURS. ENTRY DOORS SHALL BE LOCKED IN OPEN POSITION DURING ALL HOURS STORE IS OCCUPIED. S.THRESHOLD HEIGHT. THRESHOLDS SHALL BE NO HIGHER THAN 1/2" ABOVE THE FINISHED FLOOR. EDGE SHALL BE BEVELED WITH A SLOPE NO GREATER THAN 1 IN 2. T.DOOR HARDWARE FORCE. SHALL BE OF THE LEVER OR PUSH TYPE, MOUNTED 30" TO 44" ABOVE THE FLOOR AND BE OPERABLE WITH A MAXIMUM EFFORT OF 5 LBS. MAX FOR INTERIOR & EXTERIOR DOORS. PRESSURE FIRE DOOR - 15 POUNDS MAX. PRESSURE . U.MINIMUM DOOR SIZE. ACCESSIBLE DOORS SHALL BE MINIMUM 3'-0"W X 6'-8"H. V.DOOR CLOSERS. FURNISHED AND INSTALLED BY GENERAL CONTRACTOR. DOOR CLOSERS TO BE MOUNTED ON SWING SIDE OF DOORS. DOOR CLOSERS TO HAVE A MAXIMUM OPENING FORCE OF 5 LBS (INTERIOR & EXTERIOR DOORS) PRESSURE, FIRE DOOR - 15 POUNDS MAX. PRESSURE THE SWEEP PERIOD OF THE CLOSER SHALL BE ADJUSTED SO THAT FROM AN OPEN POSITION OF 110 DEGREES MIN., THE DOOR SHALL TAKE AT LEAST 3 SECONDS TO MOVE TO A POINT 3 IN. FROM THE LATCH, MEASURED TO THE LEADING EDGE OF THE DOOR. W.KICK PLATES. GENERAL CONTRACTOR SHALL PROVIDE KICKPLATES ON BACK OF HOUSE DOORS AS INDICATED IN DOOR SCHEDULE. VERIFY TYPE & STYLE W. OWNER TO MATCH FRAME FINISH 12" X 34". X.EXISTING DOOR LOCKSETS. ALL EXISTING DOORS SHALL BE RE-KEYED. G.C. SHALL VERIFY KEYING REQUIREMENTS WITH OWNER REPRESENTATIVE. Y.EXISTING DOOR HARDWARE. ALL EXISTING DOOR HARDWARE SHALL BE REPLACED PER THE DOOR AND HARDWARE SCHEDULES OR REPAIRED TO APPROVED SIMILAR SPECIFICATION. Z.TYPICAL FRAME DIMENSION FROM WALL. UNLESS NOTED OTHERWISE, ALL DOOR FRAMES SHOWN IN PLAN SHALL BE LOCATED 2" FROM PERPENDICULAR WALLS. AA.CORE & KEYS. CORE AND KEYS SHALL BE PROVIDED BY OWNER'S VENDOR; INSTALLED BY G.C. AB.REAR DOOR IDENTIFICATION. THE REAR DOOR SHALL BE MARKED WITH TENANT IDENTIFICATION IN ACCORDANCE WITH MALL STANDARDS. GENERAL NOTES LANDLORD NOTES & COMMENTS 01 SCALE: DOOR SCHEDULEJ9 N.T.S. ID ROOM LOCATION DOOR INFORMATION SCALE: DOOR HARDWARE SCHEDULEA9 N.T.S. TYPE NOTES HARDWARE SET WIDTH HEIGHT THICKNESS MATERIAL FINISH RATING HEAD DETAIL JAMB DETAIL MATERIAL FINISH FRAME INFORMATION THRESHOLD DETAIL STOREFRONT ENTRY 2CONCEALED CLOSER BLACK ANODIZED PROVIDED BY STOREFRONT MANUFACTURER OR APPROVED EQUAL HARDWARE SET TYPICAL LOCATION QUANTITYHARDWARE FINISH NOTESSPECIFICATION 1 2OFF SET PIVOTS -PROVIDED BY STOREFRONT MANUFACTURER OR APPROVED EQUAL 2CO-12 PULL US32D PROVIDED BY STOREFRONT MANUFACTURER OR APPROVED EQUAL 1CYLINDER -BEST 7-PIN OR APPROVED EQUAL 1THRESHOLD -PEMKO 175SS OR APPROVED EQUAL 1THREE-POINT LOCK -PROVIDED BY STOREFRONT MANUFACTURER LOCK ACTIVE LEAF W. KEY CYCLINDER ON OUTSIDE / THUMB-TURN INSIDE - VERIFY ACCEPTABLE WITH AHJ PRIOR TO PROCUREMENT OR INSTALLATION BACK OF HOUSE & STOCK ROOM 3HINGES 626 MCKINNEY USA TA274, 4-1/2" X 4-1/2"OR APPROVED EQUAL2 1PULL PLATE US32D ROCKWOOD #102 X 70B OR APPROVED EQUAL 6SILENCERS 626 H.B. IVES SR-64 OR APPROVED EQUAL 1CLOSER 626 NORTON USA 8501 BF AL OR APPROVED EQUAL 1VISION LITE -34" X 6" VISION LITE 1/4" THICK CLEAR TEMPERED GLASS 1DOME STOP US26D ROCKWOOD #441 OR APPROVED EQUAL; G.C. SHALL INSTALL ON BACK OF HOUSE SIDE OF DOOR 1KICK PLATE US32D ROCKWOOD #K1050 24" X 34"OR APPROVED EQUAL; G.C. SHALL INSTALL ON PUSH SIDE OF DOOR 1INTRUDER DEFENSE SYSTEM BLACK BILCO BARRACUDA INTRUDER DEFENSE SYSTEM MODEL DSI PROVIDE MODEL AS REQUIRED FOR SCHEDULED JAMB WIDTH TOILET ROOM3 3HINGES 626 MCKINNEY USA TA274, 4-1/2" X 4-1/2"OR APPROVED EQUAL 6SILENCERS 626 H.B. IVES SR-64 OR APPROVED EQUAL 1CLOSER 626 NORTON USA 8501 BF AL OR APPROVED EQUAL 1PRIVACY SET / LEVER DESIGN 626 YALE #AU 5402LN OR APPROVED EQUAL 1DOME STOP US26D ROCKWOOD #441 OR APPROVED EQUAL; G.C. SHALL INSTALL ON TOILET ROOM SIDE OF DOOR 1KICK PLATE US32D ROCKWOOD #K1050 24" X 34"OR APPROVED EQUAL; G.C. SHALL INSTALL ON PUSH SIDE OF DOOR EXIT DOOR / REAR DOOR4 3HINGES -OR APPROVED EQUALMCKINNEY USA TA274, 4-1/2" X 4-1/2" DOOR GASKET 1CLOSER 626 NORTON USA 8501 BF AL OR APPROVED EQUAL; NO HOLD OPEN OPTION -PEMKO S88BL17 OR APPROVED EQUAL 1DOME STOP US26D ROCKWOOD #441 OR APPROVED EQUAL 1EXIT DEVICE -DETEX #V40-F-EB OR APPROVED EQUAL; PROVIDE BEST CORE 6 PIN CYLINDER 1 1KICK PLATE US32D ROCKWOOD #K1050 24" X 34"OR APPROVED EQUAL; G.C. SHALL INSTALL ON PUSH SIDE OF DOOR 1PEEPHOLE B26D H.B. IVES VIEWER U698 ONE-WAY WIDE ANGLE VIEWER 100 STOREFRONT ENTRY 101 HALL G.C. SHALL UNDERCUT DOOR BY 1/2" FOR INTRUDER DEFENSE SYSTEM INSTALL.B 2 36"84"1-3/4"H.M.P-1 N/A G5 / A-601 H.M.P-1A1 / A-601G5 / A-601 102 STOCK ROOM OMIT INTRUDER DEFENSE SYSTEM FROM LOCKSET.B 2 (SIM)36"84"1-3/4"H.M.P-1 N/A G5 / A-601 H.M.P-1N/AG5 / A-601 N/A103RESTROOM G.C. SHALL UNDERCUT DOOR BY 1/2".C 3 36"84"1-3/4"H.M.P-1 G5 / A-601 H.M.P-1D1 / A-601G5 / A-601 104 REAR DOOR G.C. SHALL REPLACE EXISTING HARDWARE AS REQ'D PER EXISTING CONDITIONS USING SPECIFIED HARDWARE SET. D (EXISTING)4 EXISTING (V.I.F.) EXISTING (V.I.F.) EXISTING (V.I.F.) EXISTING (V.I.F.) EXISTING (V.I.F.) EXISTING (V.I.F.) EXISTING (V.I.F.) EXISTING (V.I.F.) EXISTING (V.I.F.) EXISTING (V.I.F.) EXISTING (V.I.F.) -A1 1 1"1" GL.MT-1 (BLACK)-PER MFG D5 / A-601 --36" (2)116"PER MFG 10 " 3'- 8 " 6" 2' - 1 0 " N.T.S. SCALE: DOOR AND FRAME TYPESJ1 N.T.S. TYPE "A1" - ENTRANCE DOORS (INTERIOR)TYPE "A2" - ENTRANCE DOORS (EXTERIOR)TYPE "B" - BOH DOOR TYPE "C" - TOILET ROOM DOOR TYPE "D" - REAR DOOR TYPE "E"TYPE "F"TYPE "G" ℄ 3 3 / 4 " 3' - 6 1 / 2 " T O B . O . VI S I O N L I T E 8" 6" 34 " M I N . - 44 " M A X . ℄ 5' - 8 " ℄ 5'- 2 " 5' - 0 " 4'- 3 " ℄℄ ℄ 3'- 4 " M A X . ℄ 3" X 5" TENANT NAME PLATE & "LEGO" LETTERS - COORD. W. LL CRITERIA PEEP HOLE DOOR BUZZER, REFER TO MEP DWGS. SUITE NUMBER - SAME SIZE AS "LEGO". COORD. TYPE FACE, NUMBER AND LOCATION W. LL CRITERIA KICK PLATE VISION LITE KICK PLATE NOT USED 3' - 8 " [1 1 1 9 m m ] C/L6'-8" 3'-0" [914mm] NOT USED 6" 10 " 3'- 8 " ℄ 02 METAL STUDS, COORDINATE SIZE w/PLAN. 58" TYPE 'X' GYP. BD. SEE FINISH SCHEDULE HOLLOW METAL FRAME DOOR, SEE DOOR SCHEDULE CONT. BEAD OF CAULK AROUND FRAME, BOTH SIDES DOOR FRAME BEYOND SCALE: DETAIL AT HOLLOW METAL FRAME JAMB AND HEADER G5 3" = 1'-0" DETAIL AT JAMB DETAIL AT HEAD 1/ 2 " MA X . EXTERIOR/ MALL CONCOURSE SCHEDULED FLOORING ALUMINUM SADDLE W/ WATER TIGHT SEALANT BY PEMKO (OR EQUAL) AT EXTERIOR APPLICATIONS WIDTH TO MATCH FRAME WIDTH STOCK ROOM / HALLWAY FLOOR FINISH AS SPECIFIED, SEE FINISH PLAN, PATCH & REPAIR EXIST. AS REQUIRED PER LANDLORD'S CRITERIA PROVIDE WEATHERSTRIPPNG AT HEAD & JAMBS IF EXTERIOR CONDITIONS APPLY SCALE: TRANSITION DETAIL FROM REAR DOOR TO MALL CORRIDOR A5 3" = 1'-0" CHANGE IN ELEVATION BETWEEN 1/4" & 1/2" SHALL BE BEVELED WITH A SLOPE NO GREATER THAN ONE UNIT VERTICAL AND TWO UNITS HORIZONTAL 1/ 2 " MA X . EXTERIOR/ MALL CONCOURSE SCHEDULED FLOORING ALUMINUM SADDLE W/ WATER TIGHT SEALANT BY PEMKO (OR EQUAL) AT EXTERIOR APPLICATIONS WIDTH TO MATCH FRAME WIDTH SALES AREA FLOOR FINISH AS SPECIFIED, SEE FINISH PLAN, PATCH & REPAIR EXIST. AS REQUIRED PER LANDLORD'S CRITERIA PROVIDE WEATHERSTRIPPNG AT HEAD & JAMBS IF EXTERIOR CONDITIONS APPLY SCALE: TRANSITION DETAIL AT ENTRANCE DOOR D5 3" = 1'-0" CHANGE IN ELEVATION BETWEEN 1/4" & 1/2" SHALL BE BEVELED WITH A SLOPE NO GREATER THAN ONE UNIT VERTICAL AND TWO UNITS HORIZONTAL NOT USED SCALE: TRANSITION DETAILC1 6" = 1'-0" NOTE: ENSURE LEVEL TRANSITION BETWEEN FLOORING MATERIALS EXISTING CONC. SLAB TO REMAIN SCHLUTER SCHIENE TRANSITION STRIP. FINISH: SATIN ANODIZED ALUMINUM FLOOR UNDERLAYMENT MATERIAL OR LEVELING COMPOUND (SLOPED TO CREATE A FLUSH TRANSITION) PT 1 1/ 2 " MA X . CHANGE IN ELEVATION BETWEEN 1/4" & 1/2" SHALL BE BEVELED WITH A SLOPE NO GREATER THAN ONE UNIT VERTICAL AND TWO UNITS HORIZONTAL SCHEDULED FLOORING SCHEDULED DOOR RESTROOM WHITE MARBLE THRESHOLD; 3/8" THICK X WIDTH OF FRAME; DOUBLE BEVEL SCHEDULED FLOORING WIDTH TO MATCH FRAME WIDTH SCALE: TRANSITION DETAIL FROM REAR DOOR TO MALL CORRIDOR D1 3" = 1'-0" SCALE: TRANSITION DETAIL FROM SALES TILE TO BOH CONCRETE A1 3" = 1'-0" 1/ 2 " MA X . SCHEDULED DOOR - REFER TO CONSTRUCTION PLAN AND DOOR SCHEDULE DOOR FRAME / JAMB (BEYOND); ALIGN E.O. TILE W. E.O. DOOR FRAME - CONFIRM FUNCTIONALITY W. BARRICUDA DEVICE SCHEDULED TILE FLOOR - REFER TO FINISH PLAN UNDERCUT DOOR PER SCHEDULE & FOR USE W. BARRICUDA DEVICE SCHLUTER RENO-U TRANSITION STRIP; FINISH SATIN ANODIZED ALUMINUM SCHEDULED BOH FLOOR - REFER TO FINISH PLAN SALES AREA STOCK ROOM / HALLWAY A-601 DOOR DETAILS & SCHEDULE REV. A B C D E F G H J K L M N P 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 181716151413121110987654321 SHEET TITLE DATE DESCRIPTION THE SHOPS AT SANTA ANITA SHEET NO. 400 S BALDWIN AVE UNIT D9 ARCADIA, CA 91007 LEGO Nelco Architecture, Inc. 201 EAST 4TH STREET SUITE 17 CINCINNATI, OH 45202 513.241.3000 WWW.NELSONWORLDWIDE.COM NELSON PROJECT NUMBER: 24.0002536.000 AUTHORIZED FOR: LANDLORD REVIEW SET- BID & PERMIT SET-12 / 16 / 2024 12 / 16 / 2024 PERMIT SUBMITTAL BLDG DEPT RESPONSE102 / 28 / 2025 BLDG DEPT RESPONSE204 / 25 / 2025 Working Drawing Review These Drawings have been reviewed for general design intent only. All actual field condi�ons are required to be verified by the Tenants Architect and/ or Contractor. Tenants are responsible for complying with all government regula�ons. One (1) copy of this Landlord stamped set of drawings is required to be always kept on the job site. Conditional approval as noted* *ADD NOTE: Protect in place all existing fireproofing on steel columns and beams and patch repair any damage to maintain the fire rating. *ADD NOTE: Protect in place utilities running through the space that service the mall or other tenants in place (including electrical, data and water line.) *ADD NOTE: Protect in place ducting running through the space that service the mall or other tenants in place. *Contractor to hire Landlord mandatory subs including roof, fire sprinkler, fire alarm, structural architect. *HVAC replaced 5/2025 Riderwood USA, Inc. Signed Fernando De Santiago Date 5/5/2025 SECTION 01 100 - SUMMARY OF WORK A.THE WORK INDICATED IN THE DRAWINGS IS INTENDED TO DELINEATE THE SCOPE OF WORK REQUIRED TO CONSTRUCT A COMPLETE PROJECT. THE WORK COMPRISES ALL OF THE CONTRACTOR'S OBLIGATIONS UNDER THE CONTRACT DOCUMENTS, INCLUDING WITHOUT LIMITATION, THE COMPLETED CONSTRUCTION REQUIRED BY THE CONTRACT DOCUMENTS AND INCLUDES ALL LABOR NECESSARY TO PRODUCE SUCH CONSTRUCTION, AND ALL MATERIALS AND EQUIPMENT INCORPORATED OR TO BE INCORPORATED IN SUCH CONSTRUCTION. THE CONTRACTOR ACKNOWLEDGES AND AGREES THAT THE CONTRACT DOCUMENTS ARE ADEQUATE AND SUFFICIENT TO PROVIDE FOR THE COMPLETION OF THE WORK, AND INCLUDE ALL WORK, WHETHER OR NOT SHOWN OR DESCRIBED, WHICH REASONABLY MAY BE INFERRED TO BE REQUIRED FOR THE COMPLETION OF THE WORK IN ACCORDANCE WITH ALL APPLICABLE LAWS, CODES AND PROFESSIONAL STANDARDS, B.THE OWNER'S PROJECT MANAGER SHALL BE THE OWNER'S REPRESENTATIVE FOR PURPOSES OF THIS AGREEMENT AND AS SUCH COMMUNICATIONS AND INSTRUCTIONS OF THE OWNER OR ARCHITECT TO THE CONTRACTOR MAY BE ISSUED THROUGH THE OWNER'S PROJECT MANAGER. THE OWNER'S PROJECT MANAGER WILL AT ALL TIMES HAVE ACCESS TO THE WORK WHEREVER IT IS IN PREPARATION AND PROGRESS. THE CONTRACTOR SHALL PROVIDE FACILITIES FOR SUCH ACCESS. C.THE CONTRACTOR SHALL SECURE AND PAY FOR THE GENERAL BUILDING PERMIT, CONSTRUCTION PERMIT, FIRE PROTECTION PERMIT, RACKING PERMIT AND/OR SEISMIC RACKING PERMIT, HEALTH PERMITS FOR THE PROJECT INCLUDING WORK OF THE SUB-CONTRACTORS, SUB-SUBCONTRACTORS PERMIT FEES, IMPACT FEES, PLAN CHECK FEES AND ANY OTHER FEES CUSTOMARILY CHARGED FOR THE GENERAL BUILDING PERMIT. 1.THE CONTRACTOR WILL PAY FOR ALL GOVERNMENTAL FEES, LICENSES, AND INSPECTIONS NECESSARY FOR THE PROPER EXECUTION AND COMPLETION OF THE WORK WHICH ARE CUSTOMARILY SECURED AFTER THE EXECUTION OF THE CONTRACT AND WHICH ARE LEGALLY REQUIRED AT THE TIME THE BIDS ARE RECEIVED, 2.THE CONTRACTOR WILL PAY FOR THE CERTIFICATE OF OCCUPANCY FOR THE PROJECT. 3.IN THE EVENT THE OWNER SECURES AND PAYS FOR THE GENERAL BUILDING PERMIT OR FOR OTHER FEES, THE CONTRACTOR SHALL REIMBURSE THE OWNER FOR THE COST OF THE PERMIT OR OTHER FEES, AND IN NO EVENT SHALL SUCH FEES AND COSTS BE SUBJECT TO. OR INCLUDE, AN ADDITIONAL COST FOR THE CONTRACTOR'S FEES. D.THE CONTRACTOR SHALL SUPERVISE AND DIRECT THE WORK, USING HIS BEST SKILL AND ATTENTION. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ALL CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES AND PROCEDURES AND FOR COORDINATING ALL PORTIONS OF THE WORK UNDER THE CONTRACT. E.THE CONTRACTOR SHALL PURCHASE AND MAINTAIN INSURANCE PER OWNER'S REQUIREMENTS. F.THE CONTRACTOR SHALL EMPLOY A COMPETENT SUPERINTENDENT AND NECESSARY ASSISTANTS WHO SHALL BE IN ATTENDANCE AT THE JOB SITE DURING THE PROGRESS OF THE WORK. THE SUPERINTENDENT SHALL REPRESENT THE CONTRACTOR AND ALL COMMUNICATIONS GIVEN TO THE SUPERINTENDENT SHALL BE AS BINDING AS IF GIVEN TO THE CONTRACTOR. IMPORTANT COMMUNICATIONS SHALL BE CONFIRMED IN WRITING. OTHER COMMUNICATIONS SHALL BE SO CONFIRMED ON WRITTEN REQUEST IN EACH CASE. THE OWNER RESERVES THE RIGHT TO APPROVE THE APPOINTMENT BY THE CONTRACTOR OF ITS SUPERVISOR AND PROJECT MANAGER FOR THE PROJECT. SECTION 01 730 - CUTTING AND PATCHING A.THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL CUTTING, FITTING, OR PATCHING THAT MAY BE REQUIRED TO COMPLETE THE WORK OR MAKE ITS SEVERAL PARTS FIT TOGETHER PROPERLY, EXCEPT AS OTHERWISE SPECIFICALLY PROVIDED IN THE CONTRACT DOCUMENTS. B.THE CONTRACTOR SHALL NOT DAMAGE OR ENDANGER ANY PORTION OF THE WORK OR THE WORK OF THE OWNER OR ANY SEPARATE CONTRACTORS BY CUTTING, PATCHING OR OTHERWISE ALTERING ANY WORK, OR BY EXCAVATION. THE CONTRACTOR SHALL NOT CUT OR OTHERWISE ALTER THE WORK OF THE OWNER OR ANY SEPARATE CONTRACTOR EXCEPT WITH THE WRITTEN CONSENT OF THE OWNER AND OF SUCH SEPARATE CONTRACTOR. THE CONTRACTOR SHALL NOT UNREASONABLY WITHHOLD FROM THE OWNER OR ANY SEPARATE CONTRACTOR THE OWNER'S CONSENT TO CUTTING OR OTHERWISE ALTERING THE WORK. C.ALL CUTTING SHALL BE ACCURATELY LOCATED AND NEATLY DONE AND UNNECESSARY CUTTING SHALL BE AVOIDED, D.PATCHING SHALL BE DONE BY SKILLED MECHANICS EXPERIENCED IN THE PARTICULAR TYPE OF WORK INVOLVED. PATCHING WORK SHALL CONFORM TO THE STANDARDS OF THE SPECIFICATIONS WHERE APPLICABLE, AND WHERE NOT SPECIFIED, PATCHING WORK SHALL CONFORM TO THE HIGHEST STANDARDS OF THE TRADE. FINISHED PATCHING WORK SHALL BE ACCEPTABLE TO THE CONTRACTOR WHOSE WORK HAS BEEN PATCHED SECTION 02410 - SELECTIVE DEMOLITION A.THE EXTENT OF SELECTIVE DEMOLITION WORK IS INDICATED ON THE DRAWINGS. THE CONTRACTOR TO VERIFY AMOUNT AND EXTENT OF WORK INVOLVED. B.DO NOT DAMAGE BUILDING ELEMENTS AND IMPROVEMENTS INDICATED TO REMAIN. ITEMS OF SALVAGE VALUE, NOT TO BE RETURNED TO OWNER, SHALL BE REMOVED FROM STRUCTURE. STORAGE OR SALE OF ITEMS AT PROJECT SITE IS PROHIBITED, C.LOCATE, IDENTIFY, DISCONNECT, AND SEAL OR CAP OFF UTILITIES IN BUILDINGS TO BE DEMOLISHED. D.THE CONTRACTOR IS RESPONSIBLE FOR ALL BRACING AND SHORING THAT MAY BE REQUIRED TO COMPLETE THE WORK. E.IMMEDIATE AREAS OF WORK WILL NOT BE OCCUPIED DURING SELECTIVE DEMOLITION. THE PUBLIC, INCLUDING CHILDREN, MAY OCCUPY ADJACENT AREAS. F.OWNER ASSUMES NO RESPONSIBILITY FOR ACTUAL CONDITION OF ITEMS OR STRUCTURES TO BE DEMOLISHED. G.DO NOT CLOSE OR OBSTRUCT STREETS, WALKS, DRIVES OR OTHER OCCUPIED OR USED SPACES OR FACILITIES WITHOUT THE WRITTEN PERMISSION OF THE OWNER AND THE AUTHORITIES HAVING JURISDICTION. DO NOT INTERRUPT UTILITIES SERVING OCCUPIED OR USED FACILITIES WITHOUT THE WRITTEN PERMISSION OF THE OWNER AND AUTHORITIES HAVING JURISDICTION. IF NECESSARY, PROVIDE TEMPORARY UTILITIES. H.THE CONTRACTOR SHALL, AT ITS EXPENSE, COMPLY {AND HAVE FULL RESPONSIBILITY FOR COMPLIANCE] WITH ALL APPLICABLE ENVIRONMENTAL LAWS, REGULATIONS, RULES AND ORDERS, REGARDLESS OF WHEN THEY BECOME OR BECAME EFFECTIVE, INCLUDING, WITHOUT LIMITATION, THOSE RELATING TO HEALTH, SAFETY, NOISE, ENVIRONMENTAL PROTECTION, WASTE DISPOSAL, AND WATER AND AIR QUALITY, AND FURNISH SATISFACTORY EVIDENCE OF SUCH COMPLIANCE UPON REQUEST OF THE OWNER. I.SHOULD ANY HAZARDOUS OR TOXIC WASTE, DISCHARGE, LEAKAGE, SPILLAGE, EMISSION. ASBESTOS, PETROCHEMICAL CONTAMINATION, POLLUTION OR ENVIRONMENTAL HARM OF ANY TYPE OCCUR UPON OR FROM THE PROJECT DUE TO OR RESULTING FROM THE WORK ON THE PROJECT, THE CONTRACTOR, AT ITS EXPENSE, SHALL BE OBLIGATED TO CLEAN AND REMEDIATE THE PROJECT TO THE SATISFACTION OF THE OWNER AND ANY GOVERNMENTAL BODY HAVING JURISDICTION. J.SHOULD THE CONTRACTOR LEARN OF THE PRESENCE OR SUSPECTED PRESENCE OF ANY HAZARDOUS SUBSTANCE AT THE JOB SITE OF ANY NATURE OR RESULTING FROM ANY CAUSE OR SOURCE, THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE OWNER IN WRITING, AND SHALL OBTAIN THE OWNER'S WRITTEN AUTHORIZATION TO PROCEED PRIOR TO DISTURBING SUCH CONDITION OR IMPLEMENTING ANY REMEDIATION, UNLESS OTHERWISE REQUIRED BY LAW. SECTION 03300 - CONCRETE - SEE STRUCTURAL A.ALL CONCRETE SHALL BE READY MIXED CONCRETE IN ACCORDANCE WITH ASTM SPECIFICATION DESIGNATION C94 AND THE DETAILED REQUIREMENTS SPECIFIED HEREINAFTER. B.NO CONCRETE SHALL BE PLACED BEFORE CONDUIT, SLEEVES, INSERTS, ETC., ARE IN PLACE TO THE SATISFACTION OF THE CONTRACTOR RESPONSIBLE FOR SAME. THE CONTRACTOR SHALL GIVE DUE NOTICE TO ALL CONTRACTORS AFFECTED AS TO WHEN CONCRETE WILL BE PLACED. C.CONCRETE MATERIALS AND OPERATIONS SHALL BE TESTED AND INSPECTED AS THE WORK PROGRESSES. FAILURE TO DETECT ANY DEFECTIVE WORK OR MATERIAL SHALL NOT IN ANY WAY PREVENT LATER REJECTION WHEN SUCH DEFECTS ARE DISCOVERED NOR SHALL IT OBLIGATE OFFICE DEPOT FOR FINAL ACCEPTANCE. D.A LAYER OF POROUS FILL SHALL BE PLACED UNDER ALL EXTERIOR AND INTERIOR CONCRETE SLABS BEARING ON THE GROUND. POROUS FILL SHALL ALSO BE PLACED IN PIPE TRENCHES FOR UNDERFLOOR DRAINAGE SYSTEM AFTER INSTALLATION OF DRAIN PIPE. E.FILL SHALL BE SAND AND GRAVEL OR OTHER POROUS GRANULAR MATERIAL COMMON TO THE BUILDING SITE AREA. FILL UNDER ALL INTERIOR SLABS AND SLOPED PAVING TO DOCKS TO BE COMPACTED TO 95% MAXIMUM DENSITY FOR COHESIVE MATERIAL OR 98% RELATIVE DENSITY FOR COHESION-LESS MATERIAL PER ASTM 0-698 AND ASTM 0-1 557. F.FILL SHALL BE FULL 4" IN THICKNESS AFTER COMPACTION AS REQUIRED, UNLESS SHOWN OTHERWISE ON THE DRAWINGS. G.WELDED WIRE FABRIC SHALL BE 6 X 6 - W2. l X W2. l, OR AS INDICATED ON THE DRAWINGS, CONFORMING TO THE REQUIREMENTS OF THE STANDARD SPECIFICATIONS FOR COLD--DRA WN STEEL WI RE FOR CONCRETE REINFORCEMENT ASTM A-185. H.PROPER PROTECTIVE MEASURES SHALL BE TAKEN WHEN POURING TO PREVENT DAMAGE TO SURROUNDING FINISH WORK. I.ALL CONCRETE SLABS SHALL HAVE A DOUBLE TROWEL FINISH. J.SEAL ALL NEW EXTERIOR CONCRETE SURFACES W��H DIAMOND CLEAR 350 BY EUCLID CHEMICAL COMPANY OR APPROVED EQUAL. APPLY IN A ONE-COAT PROCESS COVERING 250 TO 300 SQUARE FEET PER GALLON, EUCLID CHEMICAL COMPANY, 1 -800-321 -7 628. SECTION 03542 - SELF-LEVELING UNDERLAYMENT CONCRETE A.PROVIDE A SELF-LEVELING, PORTLAND CEMENT-BASED UNDERLAYMENT IN ACCORDANCE WITH THE CONTRACT DOCUMENTS. B.THIS SYSTEM CONSISTS OF A PRIMER AND A MIX OF SPECIAL CEMENTS AND BINDERS WHICH, WHEN MIXED WITH WATER. BECOMES A HIGHLY LIQUID CEMENT COMPOUND THAT SEEKS ITS OWN LEVEL AND PRODUCES A FLAT, SMOOTH SURFACE. INDUSTRY STANDARD FF & FS. C.INSTALLATION OF THE CEMENT-BASED, SELF-LEVELING UNDERLAYMENT MUST BE BY AN APPROVED APPLICATOR USING MIXING EQUIPMENT AND TOOLS APPROVED BY THE MANUFACTURER. D.THE CEMENT-BASED SELF-LEVELING UNDERLAYMENT SHALL BE ARDEX K-15 SELF-LEVELING UNDERLAYMENT CONCRETE, OR APPROVED EQUAL. E.HONOR ALL EXPANSION AND ISOLATIONS JOINTS. FILL ALL NON-MOVING JOINTS WITH ARDEX FEATHER FINISH OR ARDEX SD-P AS REQUIRED. F.PRIOR TO THE INSTALLATION OF THE FINISH FLOORING, THE SURFACE OF THE UNDERLAYMENT SHOULD BE PROTECTED FROM ABUSE BY OTHER TRADES BY THE USE OF PLYWOOD, MASONITE OR OTHER SUIT ABLE PROTECTION COURSE. SECTION 05120 - STRUCTURAL METALS - SEE STRUCTURAL A.FURNISH, FABRICATE AND ERECT ALL STRUCTURAL STEEL IN ACCORDANCE WITH THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION "CODE OF STANDARD PRACTICE FOR STEEL BUILDINGS AND BRIDGES". B.STRUCTURAL STEEL SHALL BE OF NEW BILLET STOCK AND SHALL CONFORM TO THE REQUIREMENTS OF ASTM "STANDARD SPECIFICATIONS FOR STEEL BRIDGES AND BUILDINGS", A36 AND WHERE NOTED ON THE DRAWINGS, ASTM A992, CURRENT SPECIFICATIONS. C.REFER TO NOTES ON DRAWINGS FOR ADDITIONAL D.INFORMATION. E.WELDING SHALL BE IN ACCORDANCE WITH THE CURRENT "CODE FOR FUSION WELDING AND GAS CUTTING IN BUILDING CONSTRUCTION. PART A - STRUCTURAL STEEL", ISSUED BY THE AMERICAN WELDING SOCIETY, USING "QUALIFIED" OPERATORS BY TESTS AS PRESCRIBED IN THE AMERICAN WELDING SOCIETY "STANDARD QUALIFICATION PROCEDURE". ELECTRODES AND METHODS SHALL BE COMPATIBLE WITH THE STRESSES OF A-36. F.CONTRACTOR WILL ENGAGE AN INDEPENDENT TESTING AND INSPECTION AGENCY TO INSPECT HIGH-STRENGTH BOLTED CONNECTIONS AND WELDED CONNECTIONS AND TO PERFORM TESTS AND PREPARE TEST REPORTS. TESTING AGENCY SHALL CONDUCT AND INTERPRET TESTS AND STATE IN EACH REPORT WHETHER TEST SPECIMENS COMPLY WITH REQUIREMENTS, NOTING ANY DEVIATION THEREFROM. SECTION 05400 - COLD FORMED METAL FRAMING A.INCLUDE ALL MATERIALS LABOR, EQUIPMENT AND INCIDENTALS FOR THE COMPLETION OF WORK SHOWN, SPECIFIED, OR OTHERWISE REQUIRED. B.MATERIALS ARE THOSE MANUFACTURED BY CLARKDIETRICH BUILDING SYSTEMS, OR APPROVED EQUAL. C.ALL INTERIOR PARTITIONS TO BE GALVANIZED STEEL STUDS WITH STEEL RUNNERS. SIZE, SPACING AND GAUGE AS INDICATED ON THE DRAWINGS. UNLESS MORE STRINGENT REQUIREMENTS ARE INDICATED, COMPLY WITH AISI S100 AND S200 SPECIFICATIONS AND STANDARDS. 1.AISI S100 NORTH AMERICAN SPECIFICATION FOR THE DESIGN OF COLD-FORMED STEEL STRUCTURAL MEMBERS. 2.AISI S200 NORTH AMERICAN STANDARD FOR COLD-FORMED STEEL FRAMING-GENERAL PROVISIONS. 3.AISI S201 NORTH AMERICAN STANDARD FOR COLD-FORMED STEEL FRAMING-PRODUCT STANDARD. 4.AISI S21 l NORTH AMERICAN STANDARD FOR COLD-FORMED STEEL FRAMING-WALL STUD DESIGN. 5.AISI S212 NORTH AMERICAN STANDARD FOR COLD-FORMED STEEL FRAMING-HEADER DESIGN. 6.AISI S213 NORTH AMERICAN STANDARD FOR COLD-FORMED STEEL FRAMING-LATERAL DESIGN. 7.AISI CODE OF STANDARD PRACTICE FOR COLD-FORMED STEEL STRUCTURAL FRAMING. D.ALIGN FLOOR AND CEILING TRACK TO ASSURE PLUMB PARTITIONS. SECURE TRACKS WITH POWER DRIVEN FASTENERS AT SPACING NOT TO EXCEED 24" O.C. AND 2'' FROM ENDS. PROVIDE SLIP TRACK AT THE TOP OF PARTITIONS AS REQUIRED TO ALLOW FOR VERTICAL DEFLECTION OF THE ROOF. E.POSITION STUDS IN TRACKS AT SPACING SHOWN ON DRAWINGS, PROVIDE DOUBLE STUDS AT ALL DOOR JAMBS AND HEADS AND AT OTHER WALL OPENINGS, STUDS NEXT TO DOOR OPENINGS SHALL BE SECURELY ANCHORED TOGETHER. SECTION 06100 - ROUGH CARPENTRY A.ALL WOOD STUD FRAMEWORK, WOOD BLOCKING AND PLYWOOD CONSTRUCTION SHALL BE FIRE-RETARDANT TREATED AND SHALL COMPLY WITH AWPI SPECIFICATION C-208 FOR PRESSURE IMPREGNATION, WITH FIRE-RETARDANT CHEMICALS TO ACHIEVE A FLAME-SPREAD RATING OF NOT MORE THAN 25 WHEN TESTED IN ACCORDANCE WITH UL TEST 723, ASTM E84 OR NFPA TEST 355. B.FRAMING LUMBER SHALL FOLLOW THE "AMERICAN SOFTWOOD LUMBER STANDARD" PS 20-15 BY THE U.S. DEPARTMENT OF COMMERCE. NOMINAL SIZES ARE SHOWN OR SPECIFIED; PROVIDE ACTUAL SIZES COMPLYING WITH THE MINIMUM SIZE REQUIREMENTS OF PS 20-15 FOR THE MOISTURE CONTENT SPECIFIED FOR EACH USE. C.PROVIDE DRESSED LUMBER, S4S, UNLESS OTHERWISE SHOWN OR SPECIFIED. D.PROVIDE SEASONED LUMBER WITH 19% MAXIMUM MOISTURE CONTENT AT TIME OF DRESSING AND COMPLYING WITH DRY SIZE REQUIREMENTS OF PS 20-15, UNLESS OTHERWISE SPECIFIED. E.PLYWOOD: FOR EACH USE, COMPLY WITH THE REQUIREMENTS FOR "SOFTWOOD PLYWOOD/CONSTRUCTION AND INDUSTRIAL PS1 BY THE U.S. DEPARTMENT OF COMMERCE. F.PLASTIC LAMINATE: PLASTIC LAMINATE SHALL BE OF THE THICKNESS INDICATED ON THE DRAWINGS, AND SHALL BE OF THE "HIGH-PRESSURE'' TYPE. LAMINATE SHALL BE GENERAL-PURPOSE GRADE WITH AN "M" FINISH, IN COLOR AS INDICATED ON THE DRAWINGS OR AS SCHEDULED. G.GYPSUM SHEATHING: EXTERIOR GRADE CONFORMING TO ASTM C79, THICKNESS INDICATED ON THE DRAWINGS. PROVIDE CORROSION-RESISTANT SELF-DRILLING AND SELF-TAPPING FASTENERS FOR ATTACHING SHEATHING TO METAL STUDS. FASTENERS SPACING AS INDICATED OR AS RECOMMENDED BY SHEATHING MANUFACTURER. SECTION 06400 - INTERIOR ARCHITECTURAL WOODWORK A.QUALITY STANDARD: AWI QUALITY STANDARD; B."ARCHITECTURAL WOODWORK QUALITY STANDARDS" OF THE ARCHITECTURAL WOODWORK INSTITUTE FOR GRADES OF INTERIOR ARCHITECTURAL WOODWORK, CONSTRUCTION, FINISHES, AND OTHER REQUIREMENTS. C.SURFACE-BURNING CHARACTERISTICS: NOT EXCEEDING VALUES INDICATED BELOW, TESTED PER ASTM E 84 FOR 30 MINUTES WITH NO EVIDENCE OF SIGNIFICANT COMBUSTION. 1.FLAME SPREAD: 25 2.SMOKE DEVELOPED: 450 D.HARDBOARD: COMPLY WITH AHA A1 35.4. E.MEDIUM-DENSITY FIBERBOARD: COMPLY WITH ANSI A208,2 AND NPA 9. F.PARTICLEBOARD: COMPLY WITH ANSI A208.1, GRADE M-2. G.HIGH-PRESSURE DECORATIVE LAMINATE: NEMA LD 3, GRADES AS INDICATED, OR IF NOT INDICATED, AS REQUIRED BY WOODWORK QUALITY STANDARD. REFER TO DRAWINGS FOR LOCATION, MANUFACTURER, COLOR, ETC. H.ADHESIVE FOR BONDING PLASTIC LAMINATE: CONTACT CEMENT, ALIPHATIC RESIN, UREAFORMALDEHYDE, OR RESORCINOL. MUST NOT EXCEED THE VOC CONTENT LIMITS I.ESTABLISHED IN SOUTH COAST AIR QUALITY MANAGEMENT DISTRICT {SCAQMD] RULE # 1113, ARCHITECTURAL COATNGS, EFFECTIVE JANUARY 1, 2004. SECTION 07200 - BUILDING INSULATION A.THERMAL BATT INSULATION: 1.TYPE: UNFACED GLASS FIBER THERMAL INSULATION COMPLYING WITH ASTM C 665, TYPE I AND ASTM E 136. 2.SURFACE BURNING CHARACTERISTICS: MAXIMUM FLAME SPREAD: 10 {JM-25]; MAXIMUM SMOKE DEVELOPED: 10 {JM-50I WHEN TESTED IN ACCORDANCE WITH ASTM E 84"'. 3.COMBUSTION CHARACTERISTICS: PASSES ASTM E 136 TEST. 4.FIRE RESISTANCE RATINGS: PASSES ASTM E 119 TEST. 5.SOUND TRANSMISSION CLASS:STC 39. 6.DIMENSIONAL STABILITY: LINEAR SHRINKAGE LESS THAN 0.1% B.INTERIOR SOUND ATTENUATION (CONCEALED]: PROVIDE 3-1 /2" UNFACED GLASS FIBER BATTS FOR INTERIOR SOUND ATTENUATION PURPOSES AT WALLS, AT SUSPENDED CEILINGS AND OTHER LOCATIONS WHERE SHOWN OR SCHEDULED ON THE DRAWINGS. INSULATION SHALL BE EQUAL TO CERTAINTEED CERTAPRO ACOUSTATHERM BATTS, RATED WITH SURFACE BURNING CHARACTERISTICS PER ASTM E84, INCLUDING MAXIMUM FLAME SPREAD INDEX 25; AND MAXIMUM SMOKE DEVELOPED INDEX 50. C.INTERIOR SOUND ATTENUATION (EXPOSED): PROVIDE 3-1 /2" PSK-FACED {WHITE) GLASS FIBER BATTS FOR INTERIOR SOUND ATTENUATION PURPOSES AT EXPOSED STRUCTURE AND OTHER LOCATIONS WHERE SHOWN OR SCHEDULED ON THE DRAWINGS. INSULATION SHALL BE EQUAL TO OWENS-CORNING FLAME SPREAD 25- PSK FIBERGLASS, WITH COLOR WHITE POLYPROPYLEN E-SCRIM-KRAFT FACING, RATED WITH SURFACE BURNING CHARACTERISTICS PER ASTM C665, TYPE Ill, CLASS A; MAXIMUM FLAME SPREAD INDEX 25: AND MAXIMUM SMOKE DEVELOPED INDEX 50. D.COMPLY WITH MANUFACTURER'S INSTRUCTIONS FOR PARTICULAR CONDITIONS OF INSTALLATION IN EACH CASE. E.THERMAL BATT INSULATION MAY BE FRICTION-FIT IN PLACE UNTIL THE INTERIOR FINISH IS APPLIED. INSTALL BATTS TO FILL ENTIRE STUD CAVITY. IF STUD CAVITY IS LESS THAN 96" IN HEIGHT, CUT LENGTHS TO FRICTION-FIT AGAINST FLOOR AND CEILING TRACKS. WALLS WITH PENETRATIONS REQUIRE THAT INSULATION BE CAREFULLY CUT TO FIT AROUND OUTLETS, JUNCTION BOXES AND OTHER IRREGULARITIES. F.WHERE WALLS ARE NOT FINISHED ON BOTH SIDES OR INSULATION DOES NOT FILL THE CAVITY DEPTH, SUPPLEMENTARY SUPPORT MUST BE PROVIDED TO HOLD PRODUCT IN PLACE, G.WHERE INSULATION MUST EXTEND HIGHER THAN 8 FEET, TEMPORARY SUPPORT CAN BE PROVIDED TO HOLD PRODUCT IN PLACE UNTIL THE FINISH MATERIAL IS APPLIED. SECTION 07920 - JOINT SEALERS A.A EXTERIOR: COMPOUND USED FOR EXTERIOR SEALING SHALL BE A TWO COMPONENT POLYURETHANE SEALANT TO MEET OR EXCEED THE PERFORMANCE OF FED. SPEC TT-S-00230. 1.MANUFACTURER: TREMCO INC. OF BEECHWOOD, OHIO. 1-B0D-321-7906, OR APPROVED EQUAL. B.INTERIOR: COMPOUND USED FOR INTERIOR CAULKING TO BE ACRYLIC LATEX COMPLYING WITH EITHER ASTM CB34 TYPE AS REQUIRED FOR APPLICATION (GUN OR KNIFE), NON-STAINING, NON-BLEEDING, PAINTABLE. 1.MANUFACTURER: TREMCO INC. OF BEECHWOOD, OHIO, 1-800-321 -7906, OR APPROVED EQUAL. C.JOINT BACKING SHALL BE NON-ABSORBENT, CLOSED CELL. FOAM POLYETHYLENE MATERIAL, SQUARE OR ROUND IN SHAPE, AND SHALL BE SIZED TO CAUSE A 30% COMPRESSION IN THE JOINT. D.CLEAN JOINT SURFACES IMMEDIATELY BEFORE INSTALLATION OF SEALANTS OR CAULKING COMPOUNDS, REMOVE DIRT, INSECURE COATINGS, MOISTURE AND OTHER SUBSTRATES THAT COULD INTERFERE WITH SEAL OF GASKET OR BOND OF SEALANT OR CAULKING COMPOUND. ETCH MASONRY JOINT SURFACES AS RECOMMENDED BY SEALANT MANUFACTURER. ROUGHEN VITREOUS SURFACES AS RECOMMENDED BY SEALANT MANUFACTURER. E.PRIME OR SEAL JOINT SURFACES WHERE RECOMMENDED BY SEALANT MANUFACTURER. CONFINE PRIMER/SEALER TO AREAS OF SEALANT BOND. DO NOT ALLOW SPILLAGE OR MIGRATION ONTO ADJOINING SURFACES. F.INSTALL AS PER MANUFACTURER'S PRINTED INSTRUCTIONS EXCEPT WHERE MORE STRINGENT REQUIREMENTS ARE SHOWN OR SPECIFIED, AND EXCEPT WHERE MANUFACTURER'S TECHNICAL REPRESENTATIVE DIRECTS OTHERWISE. G.ANY ADJACENT MATERIALS THAT HAVE BECOME SOILED DUE TO INSTALLATION OF THIS WORK SHALL BE THOROUGHLY CLEANED WITH A SUITABLE SOLVENT OF THE TYPE AS RECOMMENDED BY THE SEALANT COMPOUND MANUFACTURER. SECTION 08110 - HOLLOW METAL DOORS AND FRAMES A.ALL HOLLOW METAL DOORS AND FRAMES SHALL COMPLY WITH SPECIFICATIONS AND STANDARDS OF SDI 100-98, ANSI A250.8-1998 AND ANSI A250-1 3-2003 STANDARD PROCEDURES FOR COMPONENT TESTING TO THE FLORIDA BUILDING CODE. B.COLD ROLLED STEEL SHEETS: COMMERCIAL QUALITY, STRETCHER LEVELED FLATNESS, COLD-ROLLED STEEL, FREE FROM SCALE, PITTING OR OTHER SURFACE DEFECTS, COMPLYING WITH ASTM A366 AND A56B GENERAL REQUIREMENTS. C.GALVANEALED LED STEEL SHEETS: ASTM A924, A60 ZINC COATING. USE GALVANEALED STEEL SHEETS FOR EXTERIOR HOLLOW METAL DOORS, DOOR FRAMES AND DOOR LOUVERS. INTERNAL REINFORCING MAY BE MANUFACTURED OF HOT ROLLED PICKLED AND OILED STEEL PER ASTM-A569. D.MINIMUM GAUGES OF HOLLOW METAL ARE SPECIFIED BELOW. PROVIDE HEAVIER GAUGE IF REQUIRED BY DETAILS OR SPECIFIC CONDITION. ENTIRE FRAME AND SIDELIGHT SHALL BE OF SAME GAUGE. 1.DOORS: i.16 GAUGE: GALVANIZED EXTERIOR DOORS. ii.18 GAUGE: INTERIOR DOORS (OR HEAVIER IF REQUIRED BY LABEL). 2.FRAMES: i.14 GAUGE: GALVANIZED EX1ERIOR DOOR FRAMES, WINDOW-WALLAND WINDOW FRAMES, TRANSOM AND SIDELIGHT FRAMES. ii.16 GAUGE: LABELED FRAMES (OR HEAVIER IF REQUIRED BY LABEL). iii.16 GAUGE: INTERIOR DOOR FRAMES, AND GLAZED OPENING FRAMES. E.COATING MATERIALS, PRIMER: USE MANUFACTURER'S STANDARD RUST INHIBITING PRIMER CONFORMING TO ANSI-A224. l-1 990. F.INSTALL HOLLOW METAL IN ACCORDANCE WITH MANUFACTURER'S PRINTED INSTRUCTIONS. SECURELY FASTEN AND ANCHOR WORK IN PLACE WITHOUT TWISTS, WARPS, BULGES OR OTHER UNSATISFACTORY OR DEFACING WORKMANSHIP. SET HOLLOW METAL PLUMB, LEVEL, SQUARE TO PROPER ELEVATIONS, TRUE TO LINE AND EYE. SET CLIPS AND OTHER ANCHORS WITH RAMSEY "SHOT" ANCHORS OR DRILL IN ANCHORS AS APPROVED. UNITS AND TRIM SHALL BE FASTENED TIGHTLY TOGETHER, WITH NEAT, UNIFORM AND TIGHT JOINTS. SECTION 084210 - ALL GLASS ENTRANCES PART 1 - GENERAL 1.01 SUMMARY A.THIS SECTION INCLUDES: 1.VESTIBULE DOORS MATCHING ENTRANCE DOORS 2.SIDELITES. B.RELATED WORK IN OTHER SECTIONS: 1.LOCK CYLINDERS FOR TEMPERED GLASS ENTRANCE DOORS ARE SPECIFIED IN DIVISION B SECTION "FINISHED HARDWARE". 1.02 SUBMITTALS A.PRODUCT DATA: SUBMIT MANUFACTURER'S PRODUCT DATA FOR ALL GLASS ENTRANCE SYSTEMS. INCLUDING: 1.MANUFACTURER'S STANDARD DETAILS AND FABRICATION METHOD. 2.DATA ON FINISHING, HARDWARE AND ACCESSORIES 3.RECOMMENDATIONS FOR MAINTENANCE AND CLEANING OF EXTERIOR FINISH SURFACES. 4.TEST DATA ON FABRICATED DOOR. B.SHOP DRAWINGS FOR EACH ALL GLASS ENTRANCE SYSTEM ARE REQUIRED, INCLUDING: 1.LAYOUT AND INSTALLATION DETAILS. 2.ELEVATIONS AT 1/4'' SCALE. 3.DETAIL SECTIONS OF FITTINGS. 4.HARDWARE MOUNTING HEIGHTS. 5.ANCHORAGE AND REINFORCEMENT. 6.GLAZING DETAILS. C.SAMPLES FOR APPROVAL: 1.SUBMIT PAIRS OF SAMPLES OF EACH SPECIFIED METAL COLOR AND FINISH ON 9-INCH LONG SECTIONS OF EXTRUSIONS OR FORMED SHAPES. 2.SUBMIT SAMPLES OF GLASS APPROXIMATELY 6 INCHES SQUARE SHOWING THE EDGE CONDITIONS. 1.03 QUALITY ASSURANCE A.INSTALLER QUALIFICATIONS: ENGAGE AN EXPERIENCED INSTALLER WHO HAS COMPLETED INSTAUATIONS OF ALL GLASS ENTRANCES SIMILAR IN DESIGN AND EXTENT TO THOSE REQUIRED FOR THE PROJECT AND WHOSE WORK HAS RESULTED IN CONSTRUCTION WITH A RECORD OF SUCCESSFUL IN SERVICE PERFORMANCE. B.MANUFACTURER'S QUALIFICATIONS: PROVIDE ALL GLASS ENTRANCES PRODUCED BY A FIRM EXPERIENCED IN MANUFACTURING ENTRANCE SYSTEMS THAT ARE SIMILAR TO THOSE INDICATED FOR THIS PROJECT AND THAT HAVE A RECORD OF SUCCESSFUL IN SERVICE PERFORMANCE. ALL DOOR RAIL SYSTEMS MUST BE TESTED. C.SINGLE SOURCE RESPONSIBILITY: OBTAIN ALL GLASS ENTRANCE SYSTEMS FROM A SINGLE MANUFACTURER, TO ENSURE FULL COMPATIBILITY AND WARRANTY OF PARTS. D.DESIGN CRITERIA: THE DRAWINGS INDICATE THE SIZE, PROFILE AND DIMENSIONAL REQUIREMENTS OF THE ALL GLASS ENTRANCE SYSTEM REQUIRED AND ARE BASED ON THE SPECIFIC TYPES AND MODELS INDICATED. ALL GLASS ENTRANCES BY OTHER MANUFACTURERS MAY BE CONSIDERED, PROVIDED DEVIATIONS IN DIMENSIONS AND PROFILES ARE MINOR AND DO NOT CHANGE THE DESIGN CONCEPT AS JUDGED BY THE ARCHITECT. THE BURDEN OF PROOF OF EQUALITY IS ON THE PROPOSER. E.SAFETY GLASS STANDARD: PROVIDE TEMPERED GLASS COMPONENTS THAT COMPLY WITH ANSI 297.1 AND TESTING REQUIREMENTS OF CPSC 16 CFR 1201 CATEGORY II. F.TESTING CRITERIA FOR DOOR RAIL: THE DOOR RAIL MUST BE TESTED TO PERFORM 1,000,000 CYCLES WITHOUT ANY FAILURES. THE DOOR RAIL SHOULD ALSO BE SUBJECT TO A TEMPERATURE PULL-OFF TEST AT TEMPERATURES FROM -10"FTO 150°F (-23"C TO 65.5"C). THE RAIL SHALL REMAIN STATIONARY THROUGHOUT THIS TEST WHILE A 500 POUND (227 KG) PRESSURE IS APPLIED. 1.04 DELIVERY STORAGE AND HANDLING A.DELIVER ALL GLASS ENTRANCES AND RELATED COMPONENTS IN THE MANUFACTURER'S ORIGINAL PROTECTIVE PACKAGING. DO NOT DELIVER ENTRANCE UNITS UNTIL THE WORK IS READY FOR THEIR INSTALLATION. 1.INSPECT COMPONENTS FOR DAMAGE UPON DELIVERY. UNLESS MINOR DEFECTS IN METAL COMPONENTS CAN BE MADE TO MEET THE ARCHITECTS SPECIFICATIONS AND SATISFACTION, DAMAGED PARTS SHOULD BE REMOVED AND REPLACED. 1.05 PROJECT CONDITIONS A.FIELD MEASUREMENTS: CHECK OPENING BY ACCURATE FIELD MEASUREMENT BEFORE FABRICATION.SHOW RECORDER MEASUREMENTS ON SHOP DRAWINGS. COORDINATE FABRICATION SCHEDULE WITH CONSTRUCTION PROGRESS TO AVOID DELAY OF THE WORK AND POSSIBLE DAMAGE TO THE FINISHED PRODUCT. 1.WHERE NECESSARY, PROCEED WITH FABRICATION WITHOUT MEASUREMENT AND COORDINATE FABRICATION TOLERANCES TO INSURE PROPER FIT. PART 2 - PRODUCTS 2.01 ACCEPTABLE MANUFACTURER'S A.BASIS OF DESIGN: DESIGN IS BASED ON AN “ALL-GLASS" ENTRANCE DOOR SYSTEM FEATURING HEAVY TEMPERED GLASS SECURED TO A CRL WEDGE-LOCK® DOOR RAIL SYSTEM, MANUFACTURED BY: C.R.LAURENCE CO., INC. (CRL} TEL:(800) 421-8144 FAX: (600) 587-7501 EMAIL:ARCHITECTURAL@CRLAURENCE.COM WWW.CRLAURENCE.COM B.SUBJECT TO COMPLIANCE WITH REQUIREMENTS, “ALL-GLASS" ENTRANCES FROM OTHER MANUFACTURERS MEETING THE SPECIFIED REQUIREMENTS MAY BE ACCEPTABLE 2.02 MATERIALS A.LEED® REQUIREMENTS: 1.RECYCLED CONTENT MATERIALS: PROVIDE BUILDING MATERIALS WITH RECYCLED CONTENT SUCH THAT POST-CONSUMER RECYCLED CONTENT PLUS ONE-HALF OF PRE-CONSUMER RECYCLED CONTENT CONSTITUTES A MINIMUM OF 20 PERCENT OF THE COST OF MATERIALS USED FOR THE PROJECT. B.GLASS: PROVIDE FLAT, FULLY TEMPERED GLASS IN THICKNESS INDICATED FOR DOORS AND SIDELITES.COMPL Y WITH REQUIREMENTS OF ASTM C 1048 FOR FT (FULLY TEMPERED), CONDITION A (UNCOATED SURFACES), TYPE 1 (TRANSPARENT) CLASS 1 (CLEAR) GLASS. PROVIDE PRODUCTS OF THICKNESS INDICATED THAT HAVE BEEN TESTED FOR SURFACE AND EDGE COMPRESSION ACCORDING TO ASTM C 1048 AND FOR IMPACT STRENGTH ACCORDING TO 16 CFR PART 1201 FOR CATEGORY II MATERIALS. 1.THICKNESS: AS NOTED ON STOREFRONT ELEVATION 2.EDGE TREATMENT: PROVIDE MACHINE GROUND AND POLISHED EDGES FOR EXPOSED GLASS EDGES OF DOORS AND SIDE LITES AND FLAT GROUND EDGES FOR BUTTING GLASS EDGES. C.FITTINGS, GENERAL: PROVIDE CRL WEDGE-LOCK® DOOR RAILS IN REQUIRED PROFILE, SIZE AND GLASS THICKNESS AS SELECTED BY THE ARCHITECT. COMPLY WITH REQUIREMENTS INDICATED FOR KIND AND FORM OF METAL FINISH. 1.ALUMINUM: PROVIDE FITTINGS FABRICATED FROM ALUMINUM EXTRUSIONS OF ALLOY AND TEMPER RECOMMENDED BY MANUFACTURER FOR USE INTENDED AND REQUIRED FOR APPLICATION OF FINISH INDICATED, BUT NOT LESS Tt-W>I STRENGTH AND DURABILITY PROPERTIES SPECIFIED IN ASTM B 221 FOR 6063-T5. D.DOOR RAIL SYSTEMS: PROVIDE DOOR RAIL SYSTEMS MATCHING METAL AND FINISH OF DOOR FITTINGS. THE SYSTEM SHALL INCLUDE, BUT NOT LIMITED TO, DOOR RAILS, PATCHES, VERTICAL STILES, CENTER LOCKS, AND STRIKE HOUSINGS. COMPLY WITH GANA GUIDELINES, AND HARDWARE MANUFACTURER REQUIREMENTS FOR SIZE RESTRICTIONS. DOOR RAILS SHALL ALLOW FOR JAMB ADJUSTMENT IN OR OUT WITH STANDARD HARDWARE. SYSTEM SHALL INCLUDE, BUT NOT LIMITED TO, END CAPS, BLOCKING, AND PREPARATION. 1.PROFILE: SQUARE 2.HEIGHT: 10 INCH (254 MM) E.ACCESSORY FITTINGS: PROVIDE MANUFACTURER'S STANDARD ACCESSORY FITTINGS OF THE TYPE INDICATED. COMPLY WITH REQUIREMENTS INDICATED FOR KIND AND FORM OF METAL AND FINISH OF DOOR FITTINGS. 1.OVERHEAD DOOR STOP: PROVIDE OVERHEAD DOOR STOP SYSTEMS. 2.2. SIDELJTE SYSTEMS: PROVIDE SIDELITE SYSTEMS MATCHING METAL AND FINISH OF DOOR FITTINGS. THE DESIGN OF HEAD AND SILL DETAILS IS BASED UPON C.R. LAURENCE CO. INC. TOP-LOAD GASKET SIDELITE RAILS (SQUARE 6' HEIGHTS) AS SELECTED BY THE ARCHITECT. TOP-LOAD GASKET IS CORD REINFORCED EPDM RUBBER FOR LONG LIFE AND NO STRETCHING. F.ANCHORS AND FASTENERS: MANUFACTURER'S STANDARD CONCEALED ANCHORS AND FASTENINGS. DO NOT USE EXPOSED FASTENERS. G.WEATHER STRIPPING: NOT. USED. 2.03 HARDWARE A.GENERAL: PROVIDE HEAVY-DUTY HARDWARE UNITS AS INDICATED, SCHEDULED OR REQUIRED FOR OPERATION OF EACH TYPE OF DOOR, INCLUDING THE FOLLOWING ITEMS OF SIZES, NUMBERS AND TYPE RECOMMENDED BY THE MANUFACTURER FOR THE TYPE OF SERVICE REQUIRED. PROVIDE MET ALAND FINISH FOR EXPOSED PARTS TO MATCH THE FINISH OF THE DOOR RAILS. B.CRL BY C.R. LAURENCE CO., CLOSERS ARE DOUBLE ACTING. COMPLY WITH MANUFACTURER'S RECOMMENDATIONS FOR CLOSER SIZE, DEPENDING UPON DOOR SIZE, AND ANTICIPATED FREQUENCY OF USE. C.C.R. LAURENCE CO., J990 SERIES HEAVY WEIGHT FLOOR MOUNTED CLOSERS ARE DOUBLE ACTING AND SUPPLIED WITH CEMENT BOX AND BRUSHED SIS COVER PLATE. COVER PLATES IN OTHER FINISHES ARE AVAILABLE. PROVIDE BOTTOM ADJUSTABLE ARM, TOP ADJUSTABLE PIVOT AND FINISHED COVER PLATE IF REQUIRED. COMPLY WITH MANUFACTURER'S RECOMMENDATIONS FOR CLOSER SIZE, DEPENDING UPON DOOR SIZE, EXPOSURE TO WEATHER, AND ANTICIPATED FREQUENCY OF USE. INCLUDE THE FOLLOWING: 1.NON-HOLD-OPEN CLOSERS MUST COMPLY WITH ADA HANDICAP REQUIREMENTS 2.CONSULT MANUFACTURER FOR CLOSER RECOMMENDATIONS ON DOORS OVER 264 LBS D.PUSH-PULL SET: PROVIDE HANDLES SELECTED BY THE ARCHITECT AND SUPPLIED BY C.R. LAURENCE. E.LOCKS: EQUIP EXTERIOR DOORS WITH MANUFACTURER'S LOCKSETS THAT ACCEPT A STANDARD CYLINDER Willi RELATED COMPONENTS COMPLY WITH THE FOU.OWING: 1.LOCATION AND FUNCTION: PROVIDE ROUND THROW DEADBOLT IN CONTINUOUS BOTTOM FITTING.LOCK TO BE OPERATED BY KEY OUTSIDE AND THUMBTURN INSIDE WITH END LOAD CAPABILITY. F.CYLINDERS OR MAGNETIC LOCKS: SUPPLIED AS DESCRIBED UNDER DIVISION B SECTION, FOR KEYING INTO BUILDING SYSTEM. 2.04 FABRICATION A.GENERAL: FABRICATE ALL GLASS ENTRANCE COMPONENTS TO DESIGNS AND SIZES INDICATED. SIZE OF DOOR AND PROFILE REQUIREMENTS OF FITTINGS AND HARDWARE ARE INDICATED ON THE DRAWINGS. 1.LOCATE AND PROVIDE HOLES AND CUTOUTS IN GLASS TO RECEIVE HARDWARE BEFORE TEMPERING GLASS. DO NOT PERMIT CUTTING, DRILLING OR OTHER ALTERATIONS TO GLASS AFTER TEMPERING 2.FABRICATE WORK TO ACCOMMODATE REQUIRED FITTINGS, HARDWARE, ANCHORS, REINFORCEMENT, AND ACCESSORY ITEMS. B.PREFABRICATION: COMPLETE FABRICATION, ASSEMBLY, FINISHING, HARDWARE APPLICATION AND OTHER WORK TO THE GREATEST EXTENT POSSIBLE BEFORE SHIPMENT TO THE PROJECT SITE. DISASSEMBLE COMPONENTS ONLY AS NECESSARY FOR SHIPMENT AND INSTALLATION. C.CONTINUITY: MAINTAIN ACCURATE RELATION OF PLANES AND ANGLES WITH HAIRLINE FIT OF CONTRACTING MEMBERS. 2.05 METAL FINISHES: (LIST ONE OR MORE FINISHES) A.US-32D BRUSHED STAINLESS STEEL CLAD PART 3 - EXECUTION 3.01 EXAMINATION A.EXAMINE SUBSTRATES AND SUPPORTS WITH THE INSTALLER, PRESENT FOR COMPLIANCE WITH REQUIREMENTS INDICATED, INSTALLATION TOLERANCES AND OTHER CONDITIONS THAT AFFECT THE INSTALLATION OF ALL GLASS ENTRANCES AND STOREFRONTS. CORRECT UNSATISFACTORY CONDITIONS BEFORE PROCEEDING WITH THE INSTALLATION. 1.DO NOT PROCEED WITH INSTALLATION UNTIL UNSATISFACTORY CONDITIONS ARE CORRECTED. 3.02 INSTALLATION A.INSTALL ALL GLASS ENTRANCE DOOR AND ASSOCIATED COMPONENTS IN ACCORDANCE WITH MANUFACTURER'S PRINTED INSTRUCTIONS AND RECOMMENDATIONS. 1.VERIFY UNITS LEVEL, PLUMB AND TRUE LINE. 2.LUBRICATE HARDWARE AND OTHER MOVING PARTS. 3.03 ADJUSTING A.ADJUST DOORS AND HARDWARE TO PROVIDE A TIGHT FIT AT MEETING POINTS AND AT WEATHER-STRIPPING FOR SMOOTH OPERATION AND WEATHER TIGHT CLOSURE. B.HARDWARE: ADJUST OPERATING HARDWARE TO ENSURE PROPER OPERATION. SET, SEAL, AND GROUT FLOOR CLOSER CASES. COORDINATE CYLINDER INSTALLATION. 3.04 CLEANING A.CLEAN DOOR AND FRAME SURFACES AFTER INSTALLATION, EXERCISING CARE TO AVOID DAMAGE TO THE FINISH. B.CLEAN GLASS SURFACES AFTER INSTALLATION, COMPLYING WITH REQUIREMENTS CONTAINED IN THE 'GLASS AND GLAZING' SECTION FOR CLEANING AND MAINTENANCE. REMOVE EXCESS GLAZING SEALANT COMPOUNDS, DIRT OR OTHER SUBSTANCES. 3.05 PROTECTION A.INSTITUTE PROTECTIVE MEASURES REQUIRED THROUGHOUT THE REMAINDER OF THE CONSTRUCTION PERIOD TO ENSURE THAT THE ALL GLASS ENTRANCES DO NOT INCUR ANY DAMAGE OR DETERIORATION, OTHER THAN NORMAL WEATHERING, AT THE TIME OF ACCEPTANCE. SECTION 08710 - FINISH HARDWARE A.AMERICAN NATIONAL STANDARDS INSTITUTE: 1.ANSI Al56 - COMPLETE SET OF 24 BHMA STANDARDS {A156 SERIESJ WITH BINDER. 2.ANSI A250.13- TESTING AND RATING OF SEVERE WINDSTORM RESISTANT COMPONENTS FOR SWINGING DOOR ASSEMBLIES. B.KEYS: DELIVER WITH IDENTIFYING TAGS TO OWNER BY SECURITY SHIPMENT DIRECT FROM HARDWARE SUPPLIER. C.PERFORM WORK IN ACCORDANCE WITH THE FOLLOWING REQUIREMENTS: 1.ANSI A 156 SERIES, ANSI A250.13 2.NFPA 80 & NFPA 101. 3.UL 305. 4.UL 10B, UL 10C D.FURNISH SPECIAL WRENCHES AND TOOLS APPLICABLE FOR EACH DIFFERENT AND FOR EACH SPECIAL HARDWARE COMPONENT. E.FURNISH MAINTENANCE TOOLS AND ACCESSORIES SUPPLIED BY HARDWARE COMPONENT MANUFACTURER. F.GENERAL HARDWARE REQUIREMENTS: WHERE NOT SPECIFICALLY INDICATED, COMPLY WITH APPLICABLE ANSI A 156 STANDARD FOR TYPE OF HARDWARE REQUIRED. FURNISH EACH TYPE OF HARDWARE WITH ACCESSORIES AS REQUIRED FOR APPLICATIONS INDICATED AND FOR COMPLETE. FINISHED. OPERATIONAL DOORS. G.HINGES: ANSI A 156.1, FULL MORTISE TYPE, TEMPLATE TYPE, ANSI A 156.7. H.LOCK AND LATCHSETS: FURNISH LOCKSETS COMPATIBLE WITH SPECIFIED CYLINDERS. TYPICAL 2-3/4 INCH BACKSET. FURNISH STANDARD STRIKES WITH EXTENDED LIPS TO PROTECT TRIM FROM BEING MARRED BY LATCH BOLT VERIFY TYPE OF CUTOUTS PROVIDED IN METAL FRAMES. I.EXIT DEVICES: ANSI A 156.3, GRADE 1 RIM TYPE, WITH PUSH BAR, UNLESS OTHERWISE INDICATED. FURNISH STANDARD STRIKES WITH EXTENDED LIPS TO PROTECT TRIM FROM BEING MARRED BY LATCH BOLT VERIFY TYPE OF CUTOUTS PROVIDED IN METAL FRAMES, WITH DUST-PROOF FLOOR STRIKES. J.CYLINDER: 1.ALL CYLINDERS TO BE SMALL FORMAT INTERCHANGEABLE CORE PROVIDED BY THE OWNER. 2.KEYING: KEYED AS DIRECTED BY OWNER, 3.ALL LOCKING PRODUCTS TO BE SUPPLIED WITH BLACK CONSTRUCTION CORES FOR USE DURING CONSTRUCTION. 4.KEYS: NICKEL SILVER. 5.SUPPLY QUANTITY OF KEYS AS DI RECTED BY OWNER. K.CLOSERS: ANSI A 156.4 MODERN TYPE WITH COVER, SURFACE MOUNTED CLOSERS: FULL RACK AND PINION TYPE WITH STEEL SPRING AND NON-FREEZING HYDRAULIC FLUID; CLOSERS REQUIRED FOR FIRE RATED DOORS UNLESS OTHERWISE INDICATED. L.PUSH/PULLS, MANUAL AND AUTOMATIC BOLTS, PROTECTION PLATES, GASKETS, THRESHOLDS, AND TRIM: FURNISH AS INDICATED IN SCHEDULE, WITH ACCESSORIES AS REQUIRED FOR COMPLETE OPERATIONAL DOOR INSTALLATIONS. M.VERIFY DOORS AND FRAMES ARE READY TO RECEIVE DOOR HARDWARE AND DIMENSIONS ARE AS INDICATED ON SHOP DRAWINGS. N.VERIFY ELECTRIC POWER IS AVAILABLE TO POWER OPERATED DEVICES AND IS OF CORRECT CHARACTERISTICS. O.COORDINATE MOUNTING HEIGHTS WITH DOOR AND FRAME MANUFACTURERS. USE TEMPLATES PROVIDED BY HARDWARE ITEM MANUFACTURER. P.ADJUST HARDWARE FOR SMOOTH OPERATION. Q.DO NOT PERMIT ADJACENT WORK TO DAMAGE HARDWARE OR HARDWARE FINISH SECTION 08800 - GLASS AND GLAZING A.GLASS AND GLAZING: PROVIDE GLAZING SYSTEMS CAPABLE OF WITHSTANDING NORMAL THERMAL MOVEMENT AND WIND AND IMPACT LOADS (WHERE APPLICABLE) WITHOUT FAILURE, INCLUDING LOSS OR GLASS BREAKAGE ATTRIBUTABLE TO THE FOLLOWING: DEFECTIVE MANUFACTURE, FABRICATION, AND INSTALLATION; FAILURE OF SEALANTS OR GASKETS TO REMAIN WATERTIGHT AND AIRTIGHT: DETERIORATION OF GLAZING MATERIALS; OR OTHER DEFECTS IN CONSTRUCTION. B.WINDOW FILM: PROVIDE WINDOW FILM MATERIALS CAPABLE OF COMPLYING WITH PERFORMANCE REQUIREMENTS INDICATED UNDER THE FOLLOWING CONDITIONS: 1.THICKNESSES OF FILM MATERIALS INDICATED ARE MINIMUMS AND ARE FOR DETAILING ONLY. CONFIRM MATERIAL THICKNESSES BY ANALYZING PROJECT LOADS AND IN-SERVICE CONDITIONS. C.GLASS: GL-1 1.TEMPERED GLASS: AS NOTED ON STOREFRONT ELEVATION. 2.FOR LOCATIONS WHERE HURRICANE RESISTANT STOREFRONT SYSTEMS ARE REQUIRED, PROVIDE GLAZING AS INDICATED BY MANUFACTURER. D.WINDOW FILMS 1.WINDOW FILM: REFER TO DRAWINGS FOR LOCATION. E.ALL GLASS SHALL BE ACCURATELY CUT TO FIT OPENINGS AND SET WITH EQUAL BEARING ON ENTIRE WIDTH OF PANE, AND SHALL BE INSTALLED IN ACCORDANCE WITH RECOMMENDED PROCEDURES OF THE GANA GLAZING MANUAL. F.BEFORE TURNING BUILDING OVER TO LEGO, ALL GLASS SHALL BE CLEANED AND POLISHED ON BOTH SIDES. G.GLASS WITH WINDOW FILM SHALL BE CLEANED ACCORDING TO THE FILM MANUFACTURER'S INSTRUCTIONS WITH NON-ABRASIVE STANDARD CLEANERS AND SPONGES. UPON COMPLETION, FILM MAY HAVE A DIMPLED APPEARANCE FROM RESIDUAL MOISTURE WHICH WILL DRY FLAT WITH NO MOISTURE DIMPLES, UNDER REASONABLE WEATHER CONDITIONS, WITHIN 30 CALENDAR DAYS. SECTION 09250 - GYPSUM WALL BOARD A.ENVIRONMENTAL REQUIREMENTS: ESTABLISH AND MAINTAIN APPLICATION AND FINISHING ENVIRONMENT IN ACCORDANCE WITH ASTM C 840. B.MANUFACTURERS: 1.GYPSUM PRODUCTS BY TEMPLE-INLAND, DIBOLL TX (409-829-1220). 2.SHEETROCK PRODUCTS, BY USG. CHICAGO IL (800-950-3839: WWW.USG.COM). 3.GYPROC PRODUCTS, BY DOMTAR GYPSUM, ANN ARBOR MI (800-366-6271). 4.G-P GYPSUM PRODUCTS, BY GEORGIA-PACIFIC, ATLANTA GA (404-652-4000). 5.GOLD BOND GYPSUM PRODUCTS, BY NATIONAL GYPSUM COMPANY, CHARLOTTE NC (704-365-7300). C.REGULAR GYPSUM BOARD: A GYPSUM CORE WALL PANEL SURFACED WITH PAPER ON FRONT, BACK, AND LONG EDGES AND COMPLYING WITH ASTM C 36. D.FIRE-RATED GYPSUM BOARD: A GYPSUM CORE WALL PANEL WITH ADDITIVES TO ENHANCE FIRE RESISTANCE OF THE CORE AND SURFACED WITH PAPER ON FRONT, BACK, AND LONG EDGES AND COMPLYING WITH ASTM C 36, TYPE X. E.WATER-RESISTANT GYPSUM BACKING BOARD: A GYPSUM CORE WALL PANEL WITH ADDITIVES TO ENHANCE THE WATER RESISTANCE OF THE CORE; SURFACED WITH WATER REPELLANT PAPER ON FRONT, BACK, AND LONG EDGES; AND COMPLYING WITH ASTM C 630. F.INSTALL IN ACCORDANCE WITH THE FOLLOWING REFERENCE STANDARDS AND MANUFACTURER'S RECOMMENDATIONS: 1.METAL FRAMING: ASTM C 754. 2.GYPSUM SHEATHING BOARD: ASTM C 1280. 3.GYPSUM BOARD AND JOINT TREATMENT: ASTM C 840. 4.CEMENT BOARD AND JOINT TREATMENT: ANSI A108.11 G.APPLY JOINT TREATMENT AT GYPSUM BOARD JOINTS (BOTH DIRECTIONS), FLANGES OF CORNER BEAD, EDGE TRIM AND CONTROL JOINTS PENETRATIONS, FASTENER HEADS, SURFACE DEFECTS AND ELSEWHERE AS REQUIRED TO PREPARE WORK FOR DECORATION. H.FINISH INTERIOR GYPSUM WALLBOARD BY APPLYING THE FOLLOWING JOINT COMPOUNDS IN THREE (3) COATS (NOT INCLUDING PREFILL OF OPENINGS IN BASE) AND SAND BETWEEN COATS AND AFTER LAST COAT: 1.EMBEDDING AND FIRST COAT: READY-MIX DRYING TYPE TAPING COMPOUND. 2.FILL (SECOND) COAT: READY-MIX DRYING TYPE TOPPING COMPOUND. 3.FINISH (THIRD) COAT: READY-MIX DRYING TYPE TOPPING COMPOUND. SECTION 09310 - PORCELAIN TILE A.TILE TO COMPLY WITH ANSI A131.1 FOR TYPES, COMPOSITIONS AND OTHER CHARACTERISTICS INDICATED. PROVIDE TILE IN THE LOCATIONS AND OF THE TYPES, COLORS AND PATTERN INDICATED ON THE DRAWINGS. B.TILE ON WALKWAY SURFACES SHALL BE SLIP RESISTANT AND COMPLY WITH THE STATIC COEFFICIENT OF FRICTION VALUES AS DETERMINED BY TESTING IN CONFORMANCE WITH ASTM C 1028. C.SETTING MATERIALS: 1.CHEMICAL-RESISTANT, WATER CLEANABLE, TILE SETTING GROUTING EPOXY ANSI A188.3. 2.WATER CLEANABLE, TILE SETTING EPOXY ADHESIVE ANSI A188.3 3.ORGANIC ADHESIVE: ANSI A136.1, THINSET BOND, TYPE 1. D.INSTALL TILE AND GROUT IN ACCORDANCE WITH APPLICABLE REQUIREMENTS OF ANSI Al 08.1 THROUGH A 108.13, MANUFACTURER'S INSTRUCTIONS, AND TCA HANDBOOK RECOMMENDATIONS. E.LAY TILE TO PATTERN INDICATED. ARRANGE PATTERN SO THAT A FULL TILE OR JOINT IS CENTERED ON EACH WALL AND THAT NO LESS THAN ½ WIDTH IS USED. DO NOT INTERRUPT PATTERN THROUGH OPENINGS. F.PLACE TILE JOINTS UNIFORM IN WIDTH, SUBJECT 10 VARIANCE IN TOLERANCE ALLOWED IN TILE SIZE. MAKE JOINTS WATERTIGHT, WITHOUT VOIDS, CRACKS, EXCESS MORTAR, OR EXCESS GROUT. G.AT COMPLETION OF INSTALLATION, THOROUGHLY CLEAN ALL SURFACES. DO NOT PERMIT TRAFFIC OVER FINISHED FLOOR SURFACE FOR 72 HOURS AFTER INSTALLATION. H.PREPARE FLOOR TO LEAVE SURFACE. PROVIDE A MOISTURE TEST ON THE EXISTING AND NEW CONCRETE SLAB PER T.C.NA STANDARDS PRIOR TO ANY TILE INSTALLATION. SUBMIT REPORT TO ARCHITECT FOR REVIEW. I.PROVIDE EXPANSION GROUT AT TILE JOINTS PER T.C.N.A. AND TILE MANUFACTURER'S RECOMMENDATIONS. PROVIDE EXPANSION GROUT ALONG PERIMETER EDGE OF TILE TO WALL. J.CONCRETE SLAB/FLOOR TO BE LEVEL AND CLEAN PER MANUFACTURER'S REQUIREMENTS AND PER T.C.N.A. TOLERANCES FOR LARGE FORMAT TILE. SECTION 09651 - RESILIENT FLOORING A.AS SPECIFIED IN THE DRAWINGS. B.ALL SUBFLOORS SHALL BE CAREFULLY INSPECTED FOR DEFECTS THAT WOULD 'TELEGRAPH' THROUGH THE FINISH FLOORING AND FOR CONDITIONS THAT WOULD PREVENT PROPER BONDING OF FINISH FLOORING. C.ALL SUBFLOORS SHALL BE CAREFULLY INSPECTED FOR DEFECTS THAT WOULD 'TELEGRAPH' THROUGH THE FINISH FLOORING AND FOR CONDITIONS THAT WOULD PREVENT PROPER BONDING OF FINISH FLOORING. D.ALL CRACKS SHALL BE FILLED WITH A NON-SHRINKING CEMENT. E.ALL SHARP EDGES SHALL BE GROUND OFF. F.MAINTAIN A TEMPERATURE OF AT LEAST 68-72 DEGREES FOR 24 HOURS PRIOR TO INSTALLATION, DURING INSTALLATION, AND 24 HOURS AFTER INSTALLATION. CONTRACTOR TO CHECK MOISTURE CONTENT OF FLOOR AND MEET LIMITS OF FLOORING MANUFACTURER BEFORE INSTALLING TILE. G.ADHESIVE TO BE USED SHALL MEET AND COMPLY WITH MANUFACTU RER RECOMMENDATIONS ON TYPE AND INSTALLATION. WHERE AT ALL POSSIBLE USE A CLEAR TYPE ADHESIVE. H.TILE SHALL BE LAID IN TIGHT-JOINTED, ACCURATELY ALIGNED MANNER. I.JOINTS SHALL BE SQUARE WITH ROOM AXIS. J.FIT TILE NEATLY INTO BREAKS AND RECESSES, AROUND PIPES AND INTO CORNERS. K.CLEAN OFF EXCESS ADHESIVES WITH AN APPROVED CLEANER. L.PROVIDE VINYL TRANSITION AND EDGE STRIPS AS NEEDED. M.INSTALL VINYL COVE BASE ON ALL CASEWORK. N.PROTECT FLOORS WITH NON-STAINING BUILDING PAPER WHEN REQUIRED TO PROTECT FLOORS FROM TRAFFIC UNTIL OWNER TAKES POSSESSION OF ROOMS OR AREAS. O.FURNISH OWNER WITH TWO (2) CARTONS OF EACH TYPE OF FLOOR TILE. SECTION 09653 - RESILIENT WALL BASE AND ACCESSORIES A.RESILIENT WALL BASE: JOHNSONITE VINYL BASE: REFER TO DRAWINGS FOR LOCATION AND COLOR. B.VINYL TRANSITION STRIPS, REDUCER STRIPS, AND ACCESSORIES: JOHNSONITE VINYL BASE MOLDINGS. REFER TO DRAWINGS FOR LOCATION AND COLOR. C.ALUMINUM TRANSITION: SCHLUTER ALUMINUM TRANSITION. REFER TO DRAWINGS FOR LOCATION AND COLOR. D.ADHESIVES; WATER-RESISTANT TYPE RECOMMENDED BY MANUFACTU RER TO SUIT RESILIENT PRODUCTS AND SUBSTRATE CONDITIONS INDICATED, E.COMPLY WITH MANUFACTURER'S WRITTEN INSTRUCTIONS FOR INSTALLING RESILIENT BASE. F.TIGHTLY ADHERE RESILIENT BASE TO SUBSTRATE THROUGHOUT LENGTH OF EACH PIECE, WITH BASE IN CONTINUOUS CONTACT WITH HORIZONTAL AND VERTICAL SUBSTRATES. G.ON MASONRY SURFACES OR OTHER SIMILAR IRREGULAR SUBSTRATES, FILL VOIDS ALONG TOP EDGE OF RESILIENT BASE WITH MANUFACTURER'S RECOMMENDED ADHESIVE FILLER MATERIAL. H.COMPLY WITH MANUFACTURER"S WRITTEN INSTRUCTIONS FOR INSTALLING RESILIENT ACCESSORIES. I.RESILIENT MOLDING ACCESSORIES: BUTT TO ADJACENT MATERIALS AND TIGHTLY ADHERE TO SUBSTRATES THROUGHOUT LENGTH OF EACH PIECE. INSTALL REDUCER STRIPS AT EDGES OF FLOORING NOTED IN RELATED SECTIONS THAT WOULD OTHERWISE BE EXPOSED. J.COMPLY WITH MANUFACTURER'S WRITTEN INSTRUCTIONS FOR K.CLEANING AND PROTECTION OF RESILIENT PRODUCTS. L.PROTECT RESILIENT PRODUCTS FROM MARS, MARKS, INDENTATIONS, AND OTHER DAMAGE FROM CONSTRUCTION OPERATIONS AND PLACEMENT OF EQUIPMENT AND FIXTURES DURING REMAINDER OF CONSTRUCTION PERIOD. SECTION 09910 - PAINTING A.UNLESS OTHERWISE INDICATED, PROVIDE FACTORY-MIXED COATINGS. WHEN REQUIRED, MIX COATINGS TO CORRECT CONSISTENCY IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS BEFORE APPLICATION. DO NOT REDUCE, THIS, OR DILUTE COATINGS OR ADD MATERIALS TO COATINGS UNLESS SUCH PROCEDURE IS SPECIFICALLY DESCRIBED IN MANUFACTURER'S INSTRUCTIONS. B.FOR OPAQUE FINISHES, TINT EACH COAT INCLUDING PRIMER COAT AND INTERMEDIATE COATS, ON-HALF SHADE LIGHTER THAN SUCCEEDING COAT, WITH FINAL FINISH COAT AS BASE COLOR. OR ALLOW MANUFACTURES PRODUCT INSTRUCTIONS FOR OPTIMAL COLOR PERFORMANCE. C.PROVIDE ALL PRIMERS, SEALERS, CLEANING AGENTS, CLEANING CLOTHS, SANDING MATERIALS, AND CLEAN-UP MATERIALS REQUIRED, PER MANUFACTURER'S WRITTEN INSTRUCTIONS. D.REFER TO FINISH SCHEDULE ON DRAWINGS FOR PAINT COLORS AND FINISHES. E.SURFACES TO BE PAINTED SHALL BE DRY AND IN SOUND CONDITION. REMOVE OIL, DUST, LOOSE RUST, PEELING PAINT, LOOSE MORTAR, OXIDE OR OTHER CONTAMINATION TO ENSURE GOOD ADHESION. F.APPLY ALL COATINGS AND MATERIALS IN ACCORDANCE WITH THE MANUFACTURER'S SPECIFICATIONS. DO NOT APPLY TO WET OR DAMP SURFACES. APPLY AS MANY COATS AS REQUIRED TO ACHIEVE A COMPLETE HIDE AND UNIFORM APPEARANCE. G.CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL SURFACES ADJOINING HIS WORK AND SHALL BE RESPONSIBLE FOR CLEANING PAINT, ETC., OFF OF ANY ADJOINING SU RFACES THAT ARE NOT TO BE PAINTED OR FINISHED BY HIM. ANY DAMAGE DONE BY THIS. CONTRACTOR SHALL BE REPAIRED AT HIS OWN EXPENSE WITHOUT ADDITIONAL COMPENSATION. H.AT THE COMPLETION OF ALL WORK, THE GENERAL CONTRACTOR SHALL FURNISH ONE (l) GALLON OF EACH PAINT COLOR TO THE OWNER FOR FUTURE USE. SECTION 10260 - CORNER GUARDS/ CRASH RAIL A.PERFORMANCE REQUIREMENTS: PULL OUT CAPACITY COMPLYING WITH STATE OF CALIFORNIA REQUIREMENTS, AS ADMINISTERED BY THE OFFICE OF STATEWIDE HEALTH PLANNING AND DEVELOPMENT (OSHPDJ, AND ANSI Al 17.1 REQUIREMENTS. B.SURFACE MOUNTED, HEIGHT AS INDICATED ON DRAWINGS, 90 DEGREE CORNER WITH LEG SIZE AND MATERIAL AS SPECIFIED ON THE DRAWINGS. C.PROVIDE APPROPRIATE ADHESIVE AS REQUIRED TO PROPERLY COMPLETE CORNER GUARD INSTALLATION. D.VERIFY THAT WALLS ARE IN PROPER CONDITION TO RECEIVE INSTALLATION OF CORNER GUARDS. PRIOR TO INSTALLATION, CLEAN SUBSTRATE TO REMOVE DIRT, DEBRIS AND LOOSE PARTICLES. PERFORM ADDITIONAL PREPARATION PROCEDURES AS REQUIRED BY MANUFACTURER'S INSTRUCTIONS. E.INSTALL CORNER GUARDS AT ALL EXPOSED GYPSUM WALL BOARD CORNERS. CORNER GUARDS TO BE INSTALLED AT HEIGHT SPECIFIED ON THE DRAWINGS, CUT WALL BASE AS REQUIRED. WORK MUST BE DONE IN FULL COMPLIANCE WITH MANUFACTURER'S INSTALLATION INSTRUCTIONS. F.CLEAN CORNER GUARDS AND IMMEDIATE AREAS OF INSTALLATION, USING MATERIALS AND METHODS RECOMMENDED BY MANUFACTURER. REMOVE FROM PROJECT SITE PACKAGING AND DEBRIS CAUSED BY INSTALLATION. A-801 ARCHITECTURAL SPECIFICATIONS REV. A B C D E F G H J K L M N P 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 181716151413121110987654321 SHEET TITLE DATE DESCRIPTION THE SHOPS AT SANTA ANITA SHEET NO. 400 S BALDWIN AVE UNIT D9 ARCADIA, CA 91007 LEGO Nelco Architecture, Inc. 201 EAST 4TH STREET SUITE 17 CINCINNATI, OH 45202 513.241.3000 WWW.NELSONWORLDWIDE.COM NELSON PROJECT NUMBER: 24.0002536.000 AUTHORIZED FOR: LANDLORD REVIEW SET- BID & PERMIT SET-12 / 16 / 2024 12 / 16 / 2024 PERMIT SUBMITTAL BLDG DEPT RESPONSE102 / 28 / 2025 BLDG DEPT RESPONSE204 / 25 / 2025 Working Drawing Review These Drawings have been reviewed for general design intent only. All actual field condi�ons are required to be verified by the Tenants Architect and/ or Contractor. Tenants are responsible for complying with all government regula�ons. One (1) copy of this Landlord stamped set of drawings is required to be always kept on the job site. Conditional approval as noted* *ADD NOTE: Protect in place all existing fireproofing on steel columns and beams and patch repair any damage to maintain the fire rating. *ADD NOTE: Protect in place utilities running through the space that service the mall or other tenants in place (including electrical, data and water line.) *ADD NOTE: Protect in place ducting running through the space that service the mall or other tenants in place. *Contractor to hire Landlord mandatory subs including roof, fire sprinkler, fire alarm, structural architect. *HVAC replaced 5/2025 Riderwood USA, Inc. Signed Fernando De Santiago Date 5/5/2025 DIVISION 26 ELECTRICAL SPECIFICATIONS 26 05 01 COMMON REQUIREMENTS FOR ELECTRIC ALL ELECTRICAL WORK SHALL BE DONE IN STRICT ACCORDANCE WITH THE LATEST EDITION OF NFPA 70 AND ALL REGULATIONS, LAWS, AND ORDINANCES WHICH MAY BE APPLICABLE AND BY TRAINED AND LICENSED ELECTRICIANS. BEFORE SUBMITTING A BID, EXAMINE DOCUMENTS OF ALL OTHER TRADES, VISIT THE SITE AND GET ACQUAINTED WITH ALL CONDITIONS THAT MAY IN ANY WAY AFFECT THE EXECUTION OF THIS CONTRACT. TAKE MEASUREMENTS AND BE RESPONSIBLE FOR EXACT SIZE AND LOCATIONS OF ALL OPENINGS REQUIRED. VERIFY INSTALLATION MAY BE MADE IN COMPLETE ACCORDANCE WITH ALL PERTINENT CODES AND REGULATIONS. IN THE EVENT OF DISCREPANCY, IMMEDIATELY NOTIFY THE PROFESSIONAL ENGINEER OF RECORD. DO NOT PROCEED WITH THE INSTALLATION IN AREAS OF DISCREPANCY UNTIL ALL SUCH DISCREPANCIES HAVE BEEN FULLY RESOLVED. IT IS NOT THE INTENT OF THE DRAWINGS THAT EXISTING CONDITIONS BE ACCURATELY SHOWN. EXISTING ELECTRICAL WORK IS SHOWN TO LIMITED EXTENT ON DRAWINGS AND IS SHOWN FOR GENERAL REFERENCE ONLY. LOCATIONS AND INFORMATION WERE DERIVED FROM CURSORY SITE VISUAL OBSERVATIONS OR FROM DOCUMENTS THAT WERE PREPARED FOR PREVIOUSLY INSTALLED WORK WHEN AVAILABLE. LIST OF EQUIPMENT, TABULATIONS OF DATA, SCHEDULES, ETC. APPEARING IN THE SPECIFICATIONS OR ON THE DRAWINGS ARE INCLUDED FOR REFERENCE BY THE CONTRACTOR IN ARRIVING AT A MORE COMPLETE UNDERSTANDING OF THE INTENDED INSTALLATION. THEY ARE NOT INTENDED OR TO BE CONSTRUED AS RELIEVING THE RESPONSIBILITY OF THE CONTRACTOR IN MAKING HIS/HER OWN TAKE-OFF AND PROVIDING ALL REQUIRED WORK. THE WORK COVERED BY THESE SPECIFICATIONS SHALL CONSIST OF PROVIDING ALL NEW MATERIAL, LABOR, EQUIPMENT, AND SERVICES NECESSARY FOR A COMPLETE ELECTRICAL INSTALLATION AS SPECIFIED HEREIN. WORK IN THIS SECTION INCLUDES, BUT IS NOT LIMITED TO THE FOLLOWING ITEMS: ·TELEPHONE CONDUIT SYSTEM ·DATA COMMUNICATIONS CONDUIT SYSTEM ·WIRING DEVICES ·BRANCH CIRCUITING ·GROUNDING ·CONNECTION OF HVAC EQUIPMENT ·TEMPORARY ELECTRICAL WIRING ·LIGHTING WHENEVER THE WORDS "CONTRACTOR" APPEAR ON ELECTRICAL DRAWINGS OR IN THESE SPECIFICATIONS, IT SHALL REFER TO THE ELECTRICAL SUB-CONTRACTOR. WHENEVER THE WORD "PROVIDE" APPEARS IN THESE DOCUMENTS, IT SHALL BE INTERPRETED TO MEAN "FURNISH AND INSTALL". COORDINATE ALL WORK WITH THE OWNER TO MINIMIZE INTERRUPTION OF BUILDING OPERATION. SCHEDULE OF ALL POWER OUTAGES MUST BE APPROVED BY THE OWNER PRIOR TO THE BEGINNING OF ANY WORK. PRIOR TO ALL WORK, CAREFULLY INSPECT THE INSTALLED WORK OF ALL OTHER TRADES AND VERIFY THAT ALL SUCH WORK IS COMPLETE TO THE POINT WHERE THIS INSTALLATION MAY PROPERLY COMMENCE. COORDINATE THE INSTALLATION OF ELECTRICAL ITEMS WITH THE SCHEDULES FOR WORK OF ALL OTHER TRADES TO PREVENT UNNECESSARY DELAYS IN THE TOTAL WORK. COORDINATE EXACT ELECTRICAL REQUIREMENTS (VOLTAGE, PHASE, AMPS, WIRING, CONNECTIONS, AND ETC.) OF EQUIPMENT FURNISHED BY OTHERS PRIOR TO PERFORMING WORK. COORDINATE MANUFACTURER'S ELECTRICAL WIRING AND CONNECTION REQUIREMENTS WITH PRODUCT DATA AND/OR SUBMITTAL DRAWINGS PRIOR TO ROUGH-IN AND FURNISHING EQUIPMENT'S OVER-CURRENT PROTECTIVE DEVICES. ALL WIRING REQUIREMENTS SHOWN ARE SCHEMATIC IN NATURE. ·COORDINATE SPECIALITY RECEPTACLE AND/OR OUTLET TYPES WITH EQUIPMENT REQUIREMENTS. ·WHEN LOOSE DISCONNECT SWITCHES ARE FURNISHED UNDER MECHANICAL CONTRACT, RECEIVE AND INSTALL AND PROVIDE ALL FINAL TERMINATIONS NECESSARY. VERIFY ALL EQUIPMENT LOCATIONS, SWITCHES, RECEPTACLES, LIGHTING FIXTURES, ETC., IN FIELD. THE OWNER RESERVES THE RIGHT TO CHANGE LOCATION OF ANY OUTLET OR FIXTURE FOR A DISTANCE OF 15 FT. IN ANY DIRECTION FROM DRAWING LOCATION, BEFORE THE WORK IS ACTUALLY ROUGHED IN, AT NO EXTRA CHARGE. WHERE LIGHT FIXTURE AND OTHER ELECTRICAL ITEMS ARE SHOWN IN CONFLICT WITH LOCATIONS OF STRUCTURAL MEMBERS AND MECHANICAL OR OTHER EQUIPMENT, PROVIDE ALL REQUIRED SUPPORTS AND WIRING TO CLEAR THE ENCROACHMENT. PROVIDE ALL MISCELLANEOUS HARDWARE AND MATERIAL NOT SPECIFIED BUT NECESSARY TO PROVIDE A COMPLETE AND WORKING ELECTRICAL SYSTEM. THIS HARDWARE SHALL INCLUDE, BUT NOT BE LIMITED TO, ALL MISCELLANEOUS CONDUIT FITTINGS AND MOUNTING HARDWARE, LUMINAIRE MOUNTING HARDWARE, BRACKETS, CONNECTORS, CORDS AND PLUGS. PROVIDE ACCESS DOORS TO PROVIDE ACCESS TO ALL J-BOXES, PULL BOXES, AND OTHER EQUIPMENT AS REQUIRED. ACCESS DOORS FOR INSTALLATION IN FIRE RATED CONSTRUCTION SHALL HAVE APPROPRIATE FIRE RATING. DURING PROGRESS OF THE WORK, MAINTAIN ON DRAWINGS AT THE SITE, AN ACCURATE RECORD OF THE INSTALLATION OF THE ELECTRICAL SYSTEM, INDICATING ALL ITEMS WHICH HAVE BEEN CHANGED OR ADDED. APPLY FOR AND PAY FOR ALL PERMITS AND INSPECTIONS REQUIRED BY LOCAL AUTHORITY, FOR THE APPROVAL OF WORK. A CERTIFICATE OF FINAL INSPECTION AND APPROVAL SHALL BE SUBMITTED WITH THE CONTRACTOR'S REQUEST FOR FINAL PAYMENT. NO FINAL PAYMENT WILL BE APPROVED WITHOUT THIS CERTIFICATE. GUARANTEE ALL WORKMANSHIP, MATERIAL, AND EQUIPMENT AND REPLACE ANY FOUND DEFECTIVE WORK WITHOUT COST TO THE OWNER, FOR A PERIOD OF ONE YEAR AFTER FINAL ACCEPTANCE. ALL MATERIALS, APPARATUS AND EQUIPMENT SHALL BEAR THE SEAL OF UNDERWRITERS LABORATORIES INC. (UL) OR A SIMILAR CREDIBLE TESTING AGENCY. DESIGN BASIS MANUFACTURERS OF MATERIAL AND EQUIPMENT ARE SPECIFIED AND PLANS ARE DETAILED ACCORDING TO THIS MATERIAL. CONTRACTOR SHALL BASE HIS BID ON FURNISHING AND INSTALLING THIS MAKE OF MATERIAL AND EQUIPMENT. AN ACCEPTABLE MANUFACTURER'S NAME AND MODEL NUMBER OF A PRODUCT MAY BE PROVIDED IN THESE DOCUMENTS. THIS IS THE EQUIPMENT INCLUDED DURING THE DESIGN PROCESS AND FORMS THE BASIS OF A STANDARD OF QUALITY. WHERE MORE THAN ONE MAKE OF MATERIAL OR EQUIPMENT IS SPECIFIED, THE CONTRACTOR SHALL STATE IN HIS BID WHICH MAKE HE PROPOSES TO FURNISH AND INSTALL. SHOP DRAWING APPROVAL SHALL BE OBTAINED PRIOR TO SHIPMENT OF EQUIPMENT. VERIFY THE MODEL NUMBER OR PRODUCT IS STILL ACCURATE AND MEETS ALL REQUIREMENTS SHOWN ON THE DRAWINGS. IF THERE IS A DISCREPANCY BETWEEN THE REQUIREMENTS AND THE PRODUCT OR MODEL NUMBER, THE STRICTER OF THE TWO SHALL GOVERN. IF ANY EXISTING CODE OR SAFETY VIOLATIONS ARE DISCOVERED BY THE ELECTRICAL CONTRACTOR, THEY SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION (DETAILED IN WRITING) OF THE OWNER'S REPRESENTATIVE ALONG WITH THE CONTRACTOR'S PROPOSED COST FOR CORRECTIONS. 26 05 03 SUBMITTALS FOR ELECTRICAL SYSTEMS SUBMIT SHOP DRAWINGS AND/OR PRODUCT DATA (ELECTRONIC COPIES) ON THE FOLLOWING ITEMS FOR REVIEW BEFORE FABRICATION OR SHIPMENT: ·CIRCUIT BREAKERS ·DISCONNECT SWITCHES ·WIRING DEVICES ·LIGHTING ·LIGHTING CONTROLS (SWITCHES - TOGGLE, DIMMER, OCCUPANT SENSORS, ETC.) MAINTENANCE MANUALS: THE MANUALS SHALL INCLUDE WIRING DIAGRAMS, MAINTENANCE AND OPERATING INSTRUCTIONS, PARTS LISTINGS, AND COPIES OF OTHER SUBMITTALS INDICATED FOR INCLUSION. REVIEW AND CORRECTIONS OR COMMENTS MADE ON SHOP DRAWINGS, PRODUCT DATA: CATALOGS, CUT SHEETS, CHARTS, AND OTHER ITEMS DURING CONSTRUCTION PHASE SUBMITTAL REVIEW DO NOT RELIEVE CONTRACTOR FROM COMPLIANCE WITH REQUIREMENTS OF THE CONTRACT DOCUMENTS, FOR PROVIDING A COMPLETE AND FUNCTIONING PROJECT, NOR SHALL THEY RELIEVE CONTRACTOR FROM RESPONSIBILITY FOR DEVIATIONS OR ERRORS OF ANY SORT. THIS REVIEW IS FOR THE LIMITED PURPOSE OF CHECKING FOR CONFORMANCE WITH INFORMATION GIVEN AND THE DESIGN CONCEPT EXPRESSED IN THE CONTRACT DOCUMENTS. CONTRACTOR REMAINS RESPONSIBLE FOR DETERMINING THE ACCURACY AND COMPLETENESS OF OTHER DETAILS SUCH AS DIMENSIONS AND QUANTITIES, FOR SUBSTANTIATING INSTRUCTIONS FOR INSTALLATIONS, VERIFYING MATERIALS REQUIRED, OBTAINING FIELD MEASUREMENTS AND RELATED CRITERIA, COORDINATING WORK WITH OTHER DISCIPLINES AND PERFORMING WORK IN COMPLIANCE WITH THE CONTRACT DOCUMENTS. ANY CHANGES TO ITEMS SPECIFIED MUST BE SUBMITTED IN WRITING AS A SUBSTITUTION, WITH COMPLETE DOCUMENTATION OF PRICE DIFFERENTIAL AND EQUIPMENT DETAILS. SUBSTITUTIONS PROVIDED SHALL BE REVIEWED AT MARQUE ENGINEERING'S HOURLY RATES. REVIEW SHALL BE PAID FOR BY THE CONTRACTOR TO MARQUE ENGINEERING AT NO COST TO THE OWNER. BY USING PRE-APPROVED SUBSTITUTIONS, THE CONTRACTOR ACCEPTS ALL RESPONSIBILITY AND ASSOCIATED COSTS FOR ALL REQUIRED MODIFICATIONS TO THE CONTRACT DOCUMENTS TO INCLUDE BUT NOT LIMITED TO MATERIAL OR EQUIPMENT COSTS FOR THEIR OR OTHER TRADES, AND ENSURING THAT SUBSTITUTED MATERIALS AND EQUIPMENT TO BE FURNISHED FIT INTO SPACE AVAILABLE. EXTENSIVE REVISIONS NECESSITATED TO THE CONTRACT DOCUMENTS, OR SUBSTITUTION ACTIONS RELATED TO ANY SPECIFIED PRODUCT NOT ABLE TO BE PROVIDED DUE TO A FAILURE TO COMMENCE WORK, PROCURE PRODUCT OR COORDINATE CONSTRUCTION ACTIVITIES SHALL BE PROVIDED AT MARQUE ENGINEERING'S HOURLY RATES. COSTS SHALL BE BORNE BY THE CONTRACTOR AT NO COST TO THE OWNER. 26 05 05 - EXISTING CONDITIONS & DEMOLITION DO NOT REUSE REMOVED ELECTRICAL MATERIALS UNLESS SPECIFICALLY INDICATED ON DRAWINGS. EXISTING WIRING SYSTEMS MAY BE UTILIZED ONLY TO THE EXTENT INDICATED ON DRAWINGS. IF REQUIRED TO ACCOMMODATE CONSTRUCTION RELATED ACTIVITIES TEMPORARILY REMOVE, STORE IN PROTECTED LOCATION ON SITE, AND REINSTALL CONFLICTING ELECTRICAL EQUIPMENT, LUMINAIRES, OR DEVICES THAT ARE TO REMAIN OR TO BE RELOCATED. WHERE THE TERM “DEMOLITION” IS USED HEREIN, INTERPRET IT TO MEAN “DEMOLITION” OR “SELECTIVE DEMOLITION” WHERE APPLICABLE. PROVIDE ELECTRICAL DEMOLITION WORK AS REQUIRED TO ACCOMMODATE PROJECT DEMOLITION AND AS REQUIRED TO ACCOMMODATE NEW CONSTRUCTION. DISCONNECT AND REMOVE WORK TO BE ABANDONED, AND AS REQUIRED TO ACCOMMODATE WORK OF OTHER TRADES, IN AREAS AFFECTED BY THIS PROJECT. MAINTAIN EXISTING ELECTRICAL SERVICE AND FEEDERS TO OCCUPIED AREAS AND OPERATIONAL FACILITIES, UNLESS OTHERWISE INDICATED, OR WHEN AUTHORIZED OTHERWISE IN WRITING BY OWNER'S REPRESENTATIVE. PROVIDE TEMPORARY SERVICE DURING INTERRUPTIONS TO EXISTING FACILITIES. SCHEDULE MOMENTARY OUTAGES WHEN NECESSARY FOR REPLACING EXISTING WIRING SYSTEMS WITH NEW WIRING SYSTEMS. WHEN THAT "CUTTING-OVER" HAS BEEN SUCCESSFULLY ACCOMPLISHED, REMOVE RELATED WIRING THAT HAS BEEN ABANDONED. CAREFULLY COORDINATE WORK AND SYSTEM SHUTDOWNS IN ADVANCE WITH OWNER'S REPRESENTATIVE, AND WITH AFFECTED TRADES SO THAT NORMAL BUILDING ACTIVITIES AND OTHER CONSTRUCTION TRADES ARE MINIMALLY AFFECTED. PERFORM ELECTRICALLY RELATED CONSTRUCTION WORK, WHICH WILL AFFECT AN OCCUPIED AREA (INCLUDING THOSE WHICH ARE LOCATED OUTSIDE THE IMMEDIATE AREA OF PROJECT WORK) AT SPECIAL TIMES AS DIRECTED BY OWNER'S REPRESENTATIVE IN FIELD. PROVIDE WORK IN A MANNER THAT ENSURES EXISTING SYSTEMS AND COMPONENTS REMAIN FULLY OPERATIONAL IN OCCUPIED SPACES DURING OCCUPIED PERIODS. PROVIDE AND MAINTAIN TEMPORARY PARTITIONS AND DUST BARRIERS ADEQUATE TO PREVENT THE SPREAD OF DUST AND DIRT TO ADJACENT FINISHED AREAS AND OTHER SYSTEM COMPONENTS. PROTECT ADJACENT INSTALLATIONS DURING CUTTING AND PATCHING OPERATIONS. REMOVE PROTECTION AND BARRIERS AFTER DEMOLITION OPERATIONS ARE COMPLETE. INSPECT EXISTING ELECTRICAL WORK IN AREAS ACCESSED UNDER THIS PROJECT AND BRING INTO COMPLIANCE WITH CURRENT NFPA 70. THIS APPLIES ONLY TO THE EXTENT THAT SUCH WORK IS UNCOVERED IN THE IMMEDIATE PROJECT AREAS AFFECTED BY CONSTRUCTION ACTIVITIES, AND ONLY TO THE LIMITED EXTENT THAT IT APPLIES TO PRE-EXISTING GENERAL INSTALLATION METHODS SUCH AS MISSING JUNCTION BOX PLATE, OPEN JUNCTION BOX KNOCKOUT, MINOR CONDUIT RE-ANCHORING AND MINOR EXPOSED WIRING/CONNECTIONS. IF MORE EXTENSIVE CODE OR SAFETY VIOLATIONS ARE DISCOVERED, IMMEDIATELY BRING THEM TO THE ATTENTION OF THE OWNER'S REPRESENTATIVE (DETAILED IN WRITING) ALONG WITH PROPOSED COST FOR CORRECTIONS AND IMPACT (IF ANY) ON THE CONSTRUCTION SCHEDULE. THE FOLLOWING APPLIES TO ELECTRICAL MATERIALS THAT WILL REMAIN OR BE REUSED UNDER THIS PROJECT: PROTECT DURING CONSTRUCTION ACTIVITIES: ·DETERMINE WHICH EXISTING BRANCH CIRCUITS MUST REMAIN ACTIVE. RECONNECT (OR MAINTAIN IN OPERATION WHERE APPLICABLE) AND SCHEDULE THEM IN THE PANELBOARD(S). ·EXISTING BRANCH CIRCUIT AND SYSTEMS CONDUIT, NOT CONFLICTING WITH NEW CONSTRUCTION AND NOT CONFLICTING WITH OVERHEAD OR CEILING CAVITY REQUIREMENTS, MAY BE RE-USED AT THE DISCRETION OF THE ELECTRICAL INSTALLER (AFTER ALL ABANDONED CONDUCTORS AND CABLES HAVE BEEN REMOVED FROM THEM). DO NOT EXCEED NFPA 70 REQUIRED CONDUIT FILL AND DO NOT INSTALL WIRING FED FROM DIFFERENT SOURCES IN COMMON CONDUIT. ·COMPLETELY RE-TYPE PANELBOARD DIRECTORIES FOR PANELBOARD(S) AFFECTED BY THIS PROJECT USING ACCURATE “AS-BUILT” INFORMATION. ·WHERE APPLICABLE ENSURE THAT RECONNECTED SHARED NEUTRALS ARE PROPERLY BALANCED WITH THE CORRECT PHASE CONDUCTORS. ·WHERE APPLICABLE, PROVIDE CORRECT COLOR-CODING FOR INSULATION OF RECONNECTED CONDUCTORS IN A MANNER COMPLIANT WITH NFPA 70. ·FOR ALL EXISTING LUMINAIRES SCHEDULED FOR REUSE, REMOVE FROM EXISTING CEILINGS DURING DEMOLITION; PROTECT DURING CONSTRUCTION; CLEAN, SERVICE (IF REQUIRED), RE-LAMP (WITH LAMPS TO MATCH BUILDING STANDARD OR PER THIS SECTION AS NOTED) AND REINSTALL AT LOCATIONS INDICATED. RE-LAMP LUMINAIRES IMMEDIATELY PRIOR TO OCCUPANCY OF THE FINISHED CONSTRUCTION AREA. ·CLEAN COMPONENTS TO BE REUSED INSIDE AND OUT, AND REINSTALL WHERE INDICATED ON DRAWINGS. MODIFY AND EXTEND RELATED EXISTING BRANCH WIRING AND/OR CONTROL WIRING ACCORDINGLY TO INCLUDE CONDUIT, CABLING, ETC. DEMOLITION DISCONNECT AND REMOVE WORK TO BE ABANDONED, AND AS REQUIRED TO ACCOMMODATE WORK OF OTHER TRADES, IN AREAS AFFECTED BY THIS PROJECT UNLESS SPECIFICALLY NOTED OTHERWISE ON PLANS OR DETERMINED OTHERWISE DURING PRE-DEMOLITION SURVEY. REMOVE ACCESSIBLE ABANDONED, INACTIVE AND OBSOLETE RACEWAY SYSTEMS. REMOVE ABANDONED, INACTIVE AND OBSOLETE WIRING AND CONTROLS. REMOVE ABANDONED, INACTIVE AND OBSOLETE EQUIPMENT, LUMINAIRES AND DEVICES. ABANDONED RACEWAYS EMBEDDED IN FLOORS, WALLS, AND CEILINGS MAY REMAIN IF SUCH MATERIALS DO NOT INTERFERE WITH NEW INSTALLATIONS. REMOVE ABANDONED ELECTRICAL MATERIALS ABOVE ACCESSIBLE CEILINGS. REMOVE RELATED ABANDONED UNUSED RACEWAY BACK TO THE NEAREST RESPECTIVE "UPSTREAM" JUNCTION BOX THAT REMAINS ACTIVE EVEN IF OUTSIDE OF THE CONFINES OF THE PROJECT AREA. REMOVE ABANDONED UNUSED WIRING BACK TO ITS SOURCE EVEN IF SOURCES ARE OUTSIDE THE CONFINES OF THE PROJECT AREA. EXTEND RACEWAY AND WIRING AS REQUIRED TO ACCOMMODATE NEW OR RELOCATED ELECTRICAL WORK. LOCATE, IDENTIFY, AND PROTECT ELECTRICAL SERVICES PASSING THROUGH DEMOLITION AREAS AND SERVING OTHER AREAS OUTSIDE THE DEMOLITION LIMITS. MAINTAIN SERVICES TO AREAS OUTSIDE DEMOLITION LIMITS. WHEN SERVICES MUST BE INTERRUPTED, INSTALL TEMPORARY SERVICES FOR AFFECTED AREAS. IT IS RECOGNIZED THAT THERE MAY BE SOME CONDUIT SYSTEMS RENDERED INACTIVE BY DEMOLITION, CAUSING DISCONNECTION OF "DOWNSTREAM" OUTLETS, ETC. INVESTIGATE THESE TYPES OF CONDITIONS (FOR ALL SYSTEMS) PRIOR TO DEMOLITION. PROVIDE NECESSARY CORRECTIVE ELECTRICAL WORK PRIOR TO DEMOLITION TO ENSURE THAT SUCH "DOWNSTREAM" DEVICES REMAIN PERMANENTLY ACTIVE THROUGHOUT DEMOLITION, DURING NEW CONSTRUCTION, AND AFTER PROJECT COMPLETION. PERFORM CUTTING AND PATCHING REQUIRED FOR DEMOLITION. COORDINATE WORK CAREFULLY WITH OWNER PRIOR TO BEGINNING ELECTRICAL DEMOLITION WORK. MAINTAIN (OR RECONNECT IF APPLICABLE) REMAINING WIRING. REMOVE AND RELOCATE WIRING, DEVICES, CONDUIT, ETC. THAT CONFLICT WITH CONSTRUCTION RELATED WORK OF OTHER TRADES AS NECESSARY TO ACCOMMODATE NEW WORK OF RESPECTIVE TRADE. PROVIDE ELECTRICAL DISCONNECTIONS, AND RECONNECTIONS WHERE APPLICABLE, FOR EQUIPMENT TO BE REMOVED (OR RELOCATED) BY OTHER TRADES. REFER TO OWNER'S REPRESENTATIVE FOR DISPOSAL INSTRUCTIONS FOR ABANDONED ELECTRICAL MATERIALS REMOVED DURING DEMOLITION AND THEREAFTER. NEATLY STORE ELECTRICAL MATERIALS THAT THE OWNER ELECTS TO RETAIN AT THE SITE AS DESIGNATED BY THE OWNER'S REPRESENTATIVE. LEGALLY DISPOSE OF MATERIALS THAT THE OWNER ELECTS NOT TO RETAIN. DISCONNECT AND REMOVE ELECTRICAL MATERIALS DESIGNATED FOR SALVAGE (REMOVAL AND REUSE, OR FOR TURNING OVER TO OWNER) UNDAMAGED. DISCONNECT AND REMOVE WIRING AND "WHIPS" FROM EQUIPMENT TERMINAL POINTS. CAREFULLY TRANSPORT SALVAGED ELECTRICAL MATERIALS TO A PROTECTED ON-SITE STORAGE LOCATION AS DIRECTED IN FIELD AND NEATLY STORE THEM GROUPED BY SYSTEM TYPE. LEGALLY DISPOSE OF MATERIALS TO BE DEMOLISHED. 26 05 19 LOW VOLTAGE ELECTRICAL POWER CONDUCTORS AND CABLES FURNISH AND INSTALL ALL NECESSARY CABLE OF THE SIZE AND TYPE INDICATED ON THE DRAWINGS. ALL WIRE SHALL BE COPPER UNLESS OTHERWISE SPECIFIED. NO CONDUCTOR SMALLER THAN NO. 12 AWG SHALL BE USED UNLESS OTHERWISE INDICATED. IN GENERAL, CONDUCTORS SMALLER THAN NO. 12 WILL BE PERMITTED ONLY FOR COMMUNICATION, SIGNAL, OR CONTROL CIRCUITS. PROVIDE THE FOLLOWING MINIMUM AWG CONDUCTOR SIZES FOR GENERAL BRANCH CIRCUITING AND GROUNDS THAT ARE NOT INDICATED ON DRAWINGS. ALL WIRING IS BASED ON USING COPPER CONDUCTORS UNLESS OTHERWISE INDICATED. WHERE APPLICABLE INCREASE AS REQUIRED TO ACCOMMODATE VOLTAGE DROP AND TO ACCOMMODATE SPECIAL CONDITIONS. DO NOT DERATE ANY GROUNDED (NEUTRAL) CONDUCTORS. TEMPERATURE RATINGS LISTED BELOW PERTAIN TO BOTH WIRE AND TERMINATIONS. 60 DEG. C RATING EQUIPMENT GROUNDING SOURCE BREAKER/FUSE AWG WIRE SIZE AWG WIRE SIZE 15 AMPERE #12 #12 20 AMPERE #12 #12 25 AMPERE #10 #10 30 AMPERE #10 #10 35 AMPERE # 8 #10 40 AMPERE # 8 #10 45 AMPERE # 6 #10 50 AMPERE # 6 #10 60 AMPERE # 4 #10 70 AMPERE # 4 #8 80 AMPERE # 3 #8 90 AMPERE # 2 #8 100 AMPERE # 1 #8 CONDUCTORS SHALL BE CONTINUOUS FROM OUTLET TO OUTLET, NO SPLICES SHALL BE PERMITTED EXCEPT AT OUTLETS. ALL ELECTRICAL CONNECTIONS SHALL BE MADE IN ACCORDANCE WITH NEC. COLOR CODING IS REQUIRED FOR ALL SERVICE, FEEDER, BRANCH, CONTROL, AND SIGNALING CIRCUIT CONDUCTORS. INSULATION COLOR FOR NEUTRALS SHALL BE WHITE FOR 120 VOLT CIRCUITS. EQUIPMENT GROUNDING CONDUCTORS SHALL BE GREEN. THE COLOR OF THE INSULATION OF THE UNGROUNDED CONDUCTORS SHALL BE AS FOLLOWS: 208Y/120V SYSTEM:BLACK, RED, BLUE AND WHITE (NEUTRAL) 480Y/277V SYSTEM:BROWN, ORANGE, YELLOW AND GRAY (NEUTRAL) EQUIPMENT GROUNDING:GREEN ALL UNGROUNDED CONDUCTORS OF THE SAME COLOR SHALL BE CONNECTED TO THE SAME UNGROUNDED FEEDER CONDUCTOR. USE NO WIRE SMALLER THAN NO. 12 AWG, RATED AT 600 VOLTS, FOR POWER AND LIGHTING CIRCUITS AND NO SMALLER THAN NO. 14 FOR CONTROL WIRING. BRANCH CIRCUIT CONDUCTORS FOR 20 AMPERE, 120 VOLT CIRCUITS SHALL BE NO. 12 AWG, WITH CONDUCTOR FROM PANEL BOARD TO THE FIRST OUTLET AS FOLLOWS: 0 - 75 FEET-----------------------#12 AWG 75 -150 FEET-----------------------#10 AWG 150-250 FEET-----------------------# 8 AWG 250-350 FEET-----------------------# 6 AWG ALL JOINTS AND SPLICES SHALL BE MADE MECHANICALLY AND ELECTRICALLY SECURE. ALL SPLICES AND JOINTS SHALL BE MADE WITH APPROVED SOLDERLESS CONNECTORS, PROPERLY INSTALLED. TYPE MC CABLE MAY MAY BE USED FOR SHORT (LESS THAN 6 FEET) FINAL CONNECTIONS ONLY. 26 05 26 GROUNDING AND BONDING FOR ELECTRICAL SYSTEMS ALL WIRE FOR GROUNDING PURPOSE SHALL BE STRANDED COPPER, OR COPPER CLAD STEEL AS REQUIRED FOR TYPE AND SIZES INDICATED ON DRAWINGS. METAL RACEWAYS MAY NOT BE USED FOR EQUIPMENT GROUNDING CONDUCTOR. PROPERLY GROUND ALL MOTORS, TRANSFORMERS, EQUIPMENT, CONDUITS, SWITCH GEAR, ETC. GROUND ALL LUMINAIRES BY INSTALLING A SEPARATE GREEN GROUND WIRE IN ANY FLEXIBLE CONDUIT BETWEEN OUTLET BOX AND FIXTURE. 26 05 29 HANGERS AND SUPPORTS FOR ELECTRICAL SYSTEMS CONDUIT SHALL BE SUPPORTED BY APPROVED STRAPS, FASTENERS AND HANGERS. HANGERS SHALL BE SUSPENDED FROM RODS. PERFORATED STRAPS WILL NOT BE ACCEPTABLE. FASTENERS SHALL BE LEAD EXPANSION SHIELDS IN BLOCK OR CONCRETE, TOGGLE BOLTS IN HOLLOW WALLS, MACHINE SCREWS ON METAL SURFACES AND WOOD SCREWS ON WOOD CONSTRUCTION. ALL CONDUIT SHALL BE SUPPORTED INDEPENDENTLY FROM ALL OTHER BUILDING SYSTEMS AND SHALL BE SUPPORTED DIRECTLY FROM STRUCTURAL COMPONENTS. AT BUILDING EXPANSION JOINTS AND WHERE DEFLECTION IS EXPECTED, CONDUITS SHALL BE PROVIDED WITH EXPANSION FITTINGS WITH BONDING JUMPERS. CONDUITS PASSING THROUGH STRUCTURAL MEMBERS SHALL BE PROVIDED WITH STUB AND COUPLING OR SLEEVE IN THE MEMBER. WHERE MOISTURE CONDITIONS ARE ENCOUNTERED, A HOLE SHALL BE DRILLED AT THE LOWEST POINT IN THE CONDUIT RUN. 26 05 33 RACEWAYS AND BOXES FOR ELECTRICAL SYSTEMS CONCEAL CONDUIT AND EMT WITHIN FURNISHED WALLS, CEILINGS, AND FLOORS UNLESS OTHERWISE INDICATED. INSTALL CONDUITS PARALLEL OR PERPENDICULAR TO BUILDING LINES. INTERIOR CONDUIT SHALL BE OF SUFFICIENT SIZE AND INSTALLED SO THE REQUIRED NUMBER OR CONDUCTORS CAN BE INSERTED OR REMOVED WITHOUT INJURY TO, OR EXCESSIVE STRAIN UPON, THE INSULATION. THE MINIMUM CONDUIT SIZE SHALL BE 3/4" UNLESS OTHERWISE NOTED. CONDUITS SHALL BE RUN CONTINUOUS FROM OUTLET TO OUTLET AND SHALL BE FASTENED TO ALL BOXES AND CABINETS WITH DOUBLE LOCKOUTS, TO PROVIDE CONTINUITY OF GROUND, AND A BUSHING. THE FULL NUMBER OF THREADS MUST PROJECT BEYOND LOCKOUT IN BOXES AND CABINETS TO ALLOW THE BUSHING TO BUTT UP TIGHT AGAINST THE END OF THE CONDUIT. CONDUIT RUN EXPOSED SHALL RUN PARALLEL, OR PERPENDICULAR TO WALLS, CEILINGS, OR PRINCIPAL FRAMING MEMBERS. IT IS REQUIRED THAT ALL CONDUIT BE INSTALLED TO REFLECT NEAT, CAREFUL WORKMANSHIP THROUGHOUT THE JOB. CONDUIT WHICH HAS BEEN CRUSHED, DAMAGED, OR DEFORMED IN ANY WAY SHALL NOT BE INSTALLED IN THE JOB. CONDUIT SHALL BE INSTALLED IN SUCH A MANNER AS TO INSURE AGAINST TROUBLE FROM COLLECTION OF TRAPPED CONDENSATE, AND ALL RUNS OF CONDUIT SHALL BE FREE OF SUCH TRAPS WHEREVER POSSIBLE. ALL CONDUIT HANGERS AND SUPPORTS SHALL BE RIGIDLY FASTENED TO THE BUILDING STRUCTURE. NO CONDUIT SHALL BE SUPPORTED FROM DUCTWORK, PIPING, OR CEILING GRID SYSTEMS. PROVIDE FIRE SEALS WHEREVER CONDUIT PENETRATES FIRE WALLS, CEILING OR RATED FLOOR SLABS. RIGID STEEL CONDUIT SHALL BE USED FOR ALL CONDUIT RUNS INSTALLED IN CONCRETE SLABS, IN ALL POURED CONCRETE CONSTRUCTION AND ALL APPLICATIONS INSIDE BUILDING REQUIRING 2" OR LARGER IN SIZE. CONDUIT SHALL BE SUPPORTED AT INTERVALS NOT-TO-EXCEED 7 FEET FOR 3/4" CONDUIT, 8 FEET INTERVALS FOR CONDUIT ON 1" TO AND INCLUDING 2", AND 10 FEET FOR CONDUITS 2-1/2" OR LARGER. RIGID CONDUIT (ALUMINUM) SHALL NOT BE INSTALLED IN POURED CONCRETE. ALUMINUM CONDUIT MAY BE USED FOR SWITCH LEGS AND BRANCH CIRCUITS IN PARTITIONS, ABOVE CEILING, AND WHERE CONDUIT RUN IS EXPOSED. CONDUIT SHALL BE SUPPORTED AT INTERVALS NOT-TO-EXCEED 7 FEET FOR 3/4" CONDUIT, 8 FEET INTERVALS FOR CONDUIT 1" TO AND INCLUDING 2". ELECTRICAL METALLIC TUBING (THIN WALL) MAY BE USED FOR SWITCH LEGS (EXCEPT IN POURED CONCRETE WALLS) AND BRANCH CIRCUITS IN PARTITIONS, ABOVE CEILINGS, AND WHERE CONDUIT RUN IS EXPOSED. CONDUIT SHALL BE SUPPORTED AT INTERVALS NOT-TO-EXCEED 7 FEET FOR 3/4" CONDUIT, 8 FEET INTERVALS FOR CONDUIT 1" TO AND INCLUDING 1-1/2". EMT LARGER THAN 1-1/2" WILL NOT BE PERMITTED. PLASTIC CONDUIT (PVC): PLASTIC CONDUIT MAY BE USED FOR UNDERGROUND CONDUIT RUNS OUTSIDE BUILDING AND BELOW FLOOR SLAB. UNDERGROUND CONDUIT RUNS OUTSIDE BUILDING SHALL BE A MINIMUM OF 2'-6" BELOW GRADE. CONDUIT RUN BELOW FLOOR SLAB SHALL BE A MINIMUM OF 12" BELOW FLOOR SLAB. FLEXIBLE CONDUIT SHALL BE USED BETWEEN OUTLET BOXES IN HUNG OR FURRED CEILINGS AND RECESSED LIGHTING FIXTURES. FLEXIBLE CONDUIT SHALL NOT EXCEED 6 FEET IN LENGTH. LIQUID TIGHT FLEXIBLE CONDUIT SHALL BE USED FOR FINAL CONNECTIONS TO ALL MOTORS. LIQUID TIGHT FLEXIBLE CONDUIT SHALL BE USED FOR FINAL CONNECTIONS TO ALL MOTORS OR DEVICES WHICH DO OR MAY VIBRATE. LIQUID TIGHT FLEXIBLE CONDUIT SHALL NOT EXCEED 3 FEET IN LENGTH. PROVIDE SEALING BUSHINGS IN ALL UNDERGROUND CONDUITS AS REQUIRED TO PREVENT THE ENTRY OF MOISTURE INTO ELECTRICAL EQUIPMENT. PROVIDE CONDUIT EXPANSION FITTINGS WHERE CONDUIT CROSSES A BUILDING EXPANSION JOINT, AND IN ALL STRAIGHT CONDUIT RUNS 200 FEET OR LONGER. ALL OUTLET, SWITCH, JUNCTION AND PULL BOXES SHALL BE MADE OF CODE GALVANIZED STEEL COMPLETE WITH RINGS AND SCREW COVER PLATES AND LOCATED WHERE SHOWN AND NOTED ON DRAWINGS. WHERE CONDUIT IS CONCEALED, BOXES SHALL NOT BE LESS THAN 4" SQUARE X 1-1/2" DEEP. ALL BOXES SHALL BE EQUIPPED WITH PROPER COVERS TO BRING FLUSH WITH FINISHED WALL SURFACE. USE GANG BOXES WHERE MORE THAN ONE DEVICE IS TO BE INSTALLED AT THE SAME LOCATION. ALL BOXES FOR CONCRETE WORK SHALL BE OF TYPE ESPECIALLY DESIGNED FOR INSTALLATION IN CONCRETE. PROVIDE OUTLET BOX ACCESSORIES AS REQUIRED FOR EACH INSTALLATION, INCLUDING MOUNTING BRACKETS, WALLBOARD HANGERS, EXTENSION RINGS, FIXTURE STUDS, CABLE CLAMPS, AND METAL STRAPS FOR SUPPORTING OUTLET BOXES, COMPATIBLE WITH OUTLET BOXES BEING USED AND MEETING REQUIREMENTS OF INDIVIDUAL WIRING SITUATIONS. PULL BOXES (NOT SHOWN ON THE CONTRACT DRAWINGS) SHALL BE INSTALLED AS REQUIRED TO FACILITATE PULLING OF CONDUCTORS ON LONG RUNS. PULL BOXES LOCATED IN FLOORS SHALL BE FLUSH WITH FINISHED FLOOR, AND OF CAST WROUGHT IRON, ALUMINUM, OR BRONZE WITH SEALED WATERPROOF COVER. CONDUIT ENTRANCES SHALL BE THREADED. PROVIDE CORROSION RESISTANT CAST METAL WEATHERPROOF OUTLET WIRING BOXES, OF THE TYPE, SHAPE, AND SIZE REQUIRED FOR EACH APPLICATION, WITH THREADED CONDUIT ENDS, CAST METAL FACE PLATE WITH SPRING-HINGE WATERPROOF CAP, SUITABLE CONFIGURED FOR EACH APPLICATION, INCLUDING FACE PLATE GASKET AND CORROSION PROOF FASTENERS. PROVIDE WATERPROOF OUTLETS FOR INTERIOR AND EXTERIOR LOCATIONS EXPOSED TO WEATHER OR SUBJECT TO FREQUENT WASHING. SECURE BOXES RIGIDLY TO THE SUBSTRATE UPON WHICH THEY ARE BEING MOUNTED, OR SOLIDLY EMBED BOXES IN CONCRETE OR MASONRY. 26 05 53 IDENTIFICATION FOR ELECTRICAL SYSTEMS PROVIDE MANUFACTURERS STANDARD SELF-ADHESIVE VINYL TAPE NOT LESS THAN 3 MILS THICK BY 1-1/2" WIDE. INSTALL ON ALL CONCEALED RACEWAYS AT CONNECTION TO ALL JUNCTION BOXES, PULL BOXES, EQUIPMENT, WALL/FLOOR/ROOF PENETRATIONS, ETC. PROVIDE CIRCUIT IDENTIFICATION BANDS FOR ALL CABLES AND CONDUCTORS. PROVIDE ON ALL CONDUCTORS OF ALL SYSTEMS. INSTALL ENGRAVED PLASTIC-LAMINATE SIGN ON ELECTRICAL EQUIPMENT, INCLUDING PANELBOARDS, DISCONNECTS, STARTERS, CONTROL PANELS, ETC. PROVIDE SINGLE LINE OF TEXT, 1/2" HIGH LETTERING, ON 1-1/2" HIGH SIGN (2" HIGH WHERE 2 LINES ARE REQUIRED), WHITE LETTERING IN BLACK FIELD. 26 05 84 MECHANICAL EQUIPMENT PROVIDE ALL NECESSARY ELECTRICALLY RELATED WORK AS REQUIRED TO RENDER ALL MECHANICAL EQUIPMENT (INCLUDING PLUMBING, HEATING, VENTILATING AND AIR CONDITIONING EQUIPMENT) FULLY OPERATIONAL AND FULLY COMPLIANT WITH ALL LOCAL AND NATIONAL CODES. THIS INCLUDES, PRIOR TO ORDERING MATERIALS OR COMMENCING WITH ROUGH-IN, REVIEWING EQUIPMENT SUBMITTAL DATA AND COORDINATING WITH INSTALLING CONTRACTORS TO ENSURE THE CORRECT SIZE, RATING AND QUANTITY OF CONDUCTORS ARE PROVIDED. 26 27 26 WIRING DEVICES ALL WIRING DEVICES SHALL BE UL LISTED, COMMERCIAL SPECIFICATION GRADE. SWITCHES IN THE SAME LOCATION SHALL BE GANGED BEHIND A SINGLE PLATE. DUPLEX RECEPTACLES SHALL BE 20 AMP., 125 VOLT, 3 WIRE GROUNDING TYPE. PROVIDE SMOOTH THERMOPLASTIC COVER PLATE AND MATCHING SCREWS. DEVICES AND COVER PLATES SHALL MATCH ADJACENT ARCHITECTURAL FINISHES UNLESS SPECIFICALLY NOTED OTHERWISE. APPROVED PRODUCTS: HUBBELL, LEVITON, BRYANT OR EQUAL. WEATHERPROOF RECEPTACLES SHALL BE DUPLEX, 20 AMP., 125 VOLT, GROUND FAULT 3 WIRE GROUNDING TYPE WITH WEATHERPROOF COVER. APPROVED PRODUCTS: HUBBELL, LEVITON, BRYANT OR EQUAL. USB RECEPTACLES SHALL BE DUPLEX, 20 AMP., 125 VOLT, GROUND FAULT 3 WIRE GROUNDING TYPE WITH TWO VERTICAL USB PORTS WITH A MINIMUM OF 3.6A CHARGING CAPACITY AND TWO 20A RATED OUTLETS. APPROVED PRODUCTS: HUBBELL, LEVITON, BRYANT OR EQUAL. WALL SWITCHES SHALL BE 20 AMP., 120-277 VOLT, QUIET, HIGH CAPACITY, TOGGLE TYPE. SINGLE POLE SWITCHES - APPROVED PRODUCTS ARE HUBBELL, LEVITON, BRYANT OR EQUAL. THREE-WAY SWITCHES - APPROVED PRODUCTS HUBBELL, LEVITON, BRYANT OR EQUAL. DIMMER SWITCHES SHALL BE COMPATIBLE WITH LIGHTING TO BE CONTROLLED (I.E. - 120V LINE OR 0-10V LOW VOLTAGE) AND SHALL BE RATED FOR THE LIGHTING LOAD INDICATED. APPROVED PRODUCTS ARE LEVITON, LUTRON, HUBBELL, OR EQUAL. WALL PLATES FOR SWITCHES, TELEPHONE OUTLETS AND OTHER SPECIAL OUTLETS SHALL MATCH THE WALL PLATES PREVIOUSLY SPECIFIED WITH THE RECEPTACLES. ALL PLATES IN EACH ROOM SHALL MATCH. APPROVED PRODUCTS:HUBBELL, LEVITON, BRYANT OR EQUAL. DISCONNECT SWITCHES SHALL BE HEAVY DUTY, SINGLE THROW DISCONNECT SWITCHES. ENCLOSURE SHALL BE NEMA 1 INDOOR AND NEMA 3R (RAIN TIGHT) ON EXTERIOR OF BUILDING UNLESS SPECIFICALLY NOTED ELSEWHERE IN THE CONTRACT DRAWINGS. DISCONNECT SWITCHES LOCATED ON THE EXTERIOR OF THE BUILDING IN AN AREA ACCESSIBLE TO THE PUBLIC OR SUBJECT TO VANDALISM SHALL BE CAPABLE OF BEING LOCKED IN THE CLOSED (ON) POSITION. THE AMPERE RATING, FUSIBLE OR NOT FUSIBLE AND VOLTAGE CHARACTERISTICS SHALL BE AS SHOWN ON THE CONTRACT DRAWINGS. APPROVED PRODUCTS: SQUARE D COMPANY, GE BY ABB, SIEMENS, OR EATON. INSTALLATION OF WIRING DEVICES: OUTLET HEIGHTS GIVEN BELOW, OR AS SHOWN ON DRAWINGS, ARE TO THE CENTER OF THE OUTLET BOX. IN UNPLASTERED MASONRY WALLS WHERE OUTLETS ARE NOT DIMENSIONED, ADJUST HEIGHT TO THE NEXT HIGHER COURSE, AND ADJUST LOCATION TO THE NEAREST CENTER OF THE MASONRY UNIT. TESTING: TEST WIRING DEVICES TO ENSURE ELECTRICAL CONTINUITY OF GROUNDING CONNECTIONS, AND AFTER ENERGIZING CIRCUITRY, TO DEMONSTRATE COMPLIANCE WITH REQUIREMENTS. 26 28 13 FUSES ALL FUSES SHALL BE OF THE SAME MANUFACTURER. SUBJECT TO COMPLIANCE WITH REQUIREMENTS, PROVIDE FUSES OF ONE OF THE FOLLOWING: BUSSMAN, LITTELFUSE, SHAWMUT. PROVIDE FUSES OF TYPES, SIZES, RATINGS, AND AVERAGE TIME-CURRENT AND PEAK LET-THROUGH CURRENT CHARACTERISTICS INDICATED, WHICH COMPLY WITH MANUFACTURER'S STANDARD DESIGN, MATERIALS, AND CONSTRUCTED IN ACCORDANCE WITH PUBLISHED PRODUCT INFORMATION, AND WITH INDUSTRY STANDARDS AND CONFIGURATIONS. PROVIDE FACTORY FUSE IDENTIFICATION LABELS, INSTALLED ON THE INSIDE OF THE DOOR OF EACH SWITCH INDICATING TYPE AND SIZE OF FUSES INSTALLED. FOR TYPES AND RATINGS REQUIRED. EACH FUSE SHALL BE CLEARLY FACTORY MARKED WITH CLASSIFICATION, CHARACTERISTICS, AMPERE RATINGS, VOLTAGE RATINGS, ETC. FUSES SHALL NOT BE SHIPPED INSTALLED IN SWITCHES NOR SHALL THEY BE INSTALLED IN THE EQUIPMENT UNTIL THE EQUIPMENT UNTIL THE EQUIPMENT IS READY TO BE ENERGIZED. PRIOR TO INSTALLING FUSES FOR PROTECTION OF SPECIFIC EQUIPMENT, MOTORS, ETC., VERIFY RECOMMENDED FUSE SIZE/TYPE IN FIELD FROM RESPECTIVE EQUIPMENT MANUFACTURER. IF A CONFLICT IN FUSE SIZE/TYPE RESULTS BETWEEN MANUFACTURER'S RECOMMENDATIONS AND ABOVE SPECIFICATIONS, CONTACT ENGINEER. 26 28 16 CIRCUIT BREAKERS ALL BRANCH CIRCUIT BREAKERS FOR USE WITHIN NEW OR EXISTING PANELBOARDS SHALL CONFORM TO NEMA STANDARDS, SHALL BEAR UL LABELS AND BE UL APPROVED FOR APPLICATION TO WHICH THEY ARE USED, AND SHALL CONFORM TO FEDERAL SPECIFICATION W-C-375 B/GEN. MOLDED CASE CIRCUIT BREAKERS SHALL BE QUICK-MAKE, QUICK BREAK, THERMAL-MAGNETIC, TRIP INDICATING WITH COMMON TRIP ON MULTIPLE BREAKERS. TRIP INDICATION SHALL BE CLEARLY SHOWN BY BREAKER HANDLE TAKING POSITION BETWEEN "ON" AND "OFF" OR RED INDICATOR WHEN BREAKER IS TRIPPED. OPERATING MECHANISM SHALL BE ENTIRELY TRIP-FREE SO THAT CONTACTS CANNOT BE HELD CLOSED AGAINST ABNORMAL OVERCURRENT OR SHORT CIRCUIT. CIRCUIT BREAKERS SHALL BE OF BOLT-ON TYPE. CIRCUIT BREAKERS USED AS SWITCHING DEVICES SHALL BE APPROVED FOR THIS APPLICATION AND SHALL BE MARKED "SWD" (SWITCH DUTY). MULTIPLE CIRCUIT BREAKERS SHALL HAVE INTERNALLY MOUNTED COMMON TRIP UNITS, ONE FOR EACH POLE. TIE BARS BETWEEN HANDLES OF CIRCUIT BREAKERS TO MAKE TWO OR THREE POLE CIRCUIT BREAKRS SHALL NOT BE ACCEPTABLE. CIRCUIT BREAKERS USED AS OVERCURRENT PROTECTION FOR HID TYPE LIGHTING WITH OTHER THAN CONSTANT WATTAGE BALLAST SHALL BE SIZED FOR PROPER AMPERAGE LOAD. STARTING CURRENT AND OPERATING CURRENT TO BE CHECKED TO DETERMINE CIRCUIT BREAKER SIZE FOR BRANCH CIRCUIT. MINIMUM INTERRUPTING RATING SHALL BE 10,000 AMP. LARGER INTERRUPTING RATINGS SHALL BE INDICATED ON PLANS. UNDER NO CIRCUMSTANCES SHALL CIRCUIT BREAKER OF INTERRUPTING RATING LESS THAN SYSTEM AVAILABLE FAULT CURRENT AT BREAKER LOCATION BE INSTALLED. CIRCUIT BREAKERS ARE TO BE RATED TO FOR CURRENT CARRYING CAPACITY AND WIRING SPACE AT 75°C FOR SIZES 15 AMP AND UP. CIRCUIT BREAKERS SHALL HAVE AMPERAGE RATING VISIBLE ON HANDLE OR FRONT OF DEVICE. DIVISION 27 COMMUNICATIONS 27 13 01 COMMUNICATION INFORMATION TECHNOLOGY SYSTEMS PROVIDE A COMPLETE DATA COMMUNICATIONS AND/OR TELEPHONE SERVICE ENTRANCE CONDUIT SYSTEM, CONSISTING OF AN "EMPTY" CONDUIT SYSTEM AS SHOWN ON THE CONTRACT DRAWINGS. THE OWNER SHALL MAKE ARRANGEMENTS WITH THE DATA COMMUNICATIONS AND/OR TELEPHONE COMPANY FOR INSTALLATION OF THE DATA COMMUNICATION AND/OR TELEPHONE EQUIPMENT AND WIRING. INSTALL A FISH WIRE IN ALL EMPTY CONDUITS TO FACILITATE PULLING OF WIRE BY UTILITY COMPANY. PROVIDE STANDARD DEVICE BOXES AND COVER PLATES INSTALLED IN WALLS, FLOOR AND CEILINGS. PROVIDE J-HOOK SYSTEMS COMPLETE WITH NECESSARY FITTINGS, AND ACCESSORIES AS REQUIRED TO MAKE COMPLETE AND CONTINUOUS SYSTEMS. PROVIDE J-HOOK SYSTEM COMPONENTS THAT ARE PLENUM-RATED (REGARDLESS OF WHETHER OR NOT AIR PLENUM CEILINGS EXIST ON THE PROJECT). PROVIDE J-HOOK SUPPORT AT FOUR FOOT INTERVALS AND AT OFFSETS. ROUTE J-HOOKS ABOVE CEILINGS THROUGH CORRIDORS AND SIMILAR OPEN AREAS WHEREVER POSSIBLE TO MINIMIZE ABOVE-CEILING WALL PENETRATIONS. SECURELY ANCHOR (MECHANICAL, NOT ADHESIVE) J-HOOKS DIRECTLY TO STRUCTURAL COMPONENTS OF THE BUILDING. DO NOT ANCHOR TO DUCTWORK, CONDUIT, PIPING, FIXTURES, EQUIPMENT, CEILING SUPPORTS (RODS, WIRES, T-BARS), ETC. STRICTLY ADHERE TO FACTORY LOAD CAPACITIES. PROVIDE (1) 3/4" NON-METALLIC CONDUIT IN ALL WALLS WHERE THE CABLING DROPS DOWN RACEWAY PATH FROM THE CEILING ABOVE TO THE DATA/TELEPHONE OUTLET LOCATION. PROVIDE CONDUIT WITH SWEEP BENDS AND PULL-STRING. 4850 SMITH ROAD, STE. 101 C I N C I N N A T I , O H 4 5 2 1 2 5 1 3 .9 0 1 .0 0 4 0 W W W .M A R Q U E E N G .C O M REV. A B C D E F G H J K L M N P 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 181716151413121110987654321 SHEET TITLE DATE DESCRIPTION THE SHOPS AT SANTA ANITA SHEET NO. 400 S BALDWIN AVE UNIT D9 ARCADIA, CA 91007 LEGO Nelco Architecture, Inc. 201 EAST 4TH STREET SUITE 17 CINCINNATI, OH 45202 513.241.3000 WWW.NELSONWORLDWIDE.COM NELSON PROJECT NUMBER: 24.0002536.000 AUTHORIZED FOR: LANDLORD REVIEW SET- BID & PERMIT SET-12 / 16 / 2024 12 / 16 / 2024 PERMIT SUBMITTAL BLDG DEPT RESPONSE102 / 28 / 2025 BLDG DEPT RESPONSE204 / 25 / 2025 COPYRIGHT NOTICE 2025 MARQUE ENGINEERING LLC THIS PLAN IS PROTECTED UNDER FEDERAL COPYRIGHTS LAWS. THE ORIGINAL PURCHASER IS AUTHORIZED TO CONSTRUCT WITH THIS PLAN FOR ONLY ONE TIME. REUSE OR CHANGE OF THIS PLAN IS PROHIBITED. ALL IDEAS, DESIGNS, ARRANGEMENTS, AND PLANS INDICATED HEREIN ARE OWNED BY AND THE PROPERTY OF MARQUE ENGINEERING LLC. NOTHING ON THESE PLANS SHALL BE REUSED WITHOUT THE WRITTEN PERMISSION OF MARQUE ENGINEERING LLC. IF PLANS ARE NOT PRESENTED FOR PERMIT REVIEW WITHIN 120 DAYS OF ENGINEER SIGNATURE THIS SHEET IS VOID AND WILL NEED TO BE UPDATED BY THE ENGINEER OF RECORD.E-101 ELECTRICAL SPECIFICATIONS Working Drawing Review These Drawings have been reviewed for general design intent only. All actual field condi�ons are required to be verified by the Tenants Architect and/ or Contractor. Tenants are responsible for complying with all government regula�ons. One (1) copy of this Landlord stamped set of drawings is required to be always kept on the job site. Conditional approval as noted* *ADD NOTE: Protect in place all existing fireproofing on steel columns and beams and patch repair any damage to maintain the fire rating. *ADD NOTE: Protect in place utilities running through the space that service the mall or other tenants in place (including electrical, data and water line.) *ADD NOTE: Protect in place ducting running through the space that service the mall or other tenants in place. *Contractor to hire Landlord mandatory subs including roof, fire sprinkler, fire alarm, structural architect. *HVAC replaced 5/2025 Riderwood USA, Inc. Signed Fernando De Santiago Date 5/5/2025 A.THE SPECIFICATIONS AND REVIEW DRAWINGS OF ALL DIVISIONS OF WORK AND IS RESPONSIBLE FOR THE COORDINATION OF THIS WORK AND THE WORK OF ALL SUBCONTRACTORS WITH ALL DIVISIONS OF WORK. IT IS THIS CONTRACTOR'S RESPONSIBLITY TO PROVIDE ALL SUBCONTRACTORS WITH A COMPLETE SE SET OF BID DOCUMENTS. LIGHTING SHALL BE CIRCUITED EXACTLY AS SHOWN ON PLANS. B.SEE ARCHITECTURAL REFLECTED CEILING PLAN FOR EXACT LOCATION AND QUANTITY OF LIGHTING FIXTURES. EMERGENCY AND EXIT LIGHTS SHALL BE INSTALLED AND CIRCUITED PER THE LATEST NATIONAL ELECTRICAL CODE AND ALL LOCAL CODES. ALL EMERGENCY AND EXIT FIXTURES SHALL BE DUAL VOLTAGE (120/277 VOLT INPUT) C.PROVIDE ALL FINAL CONNECTIONS AS REQUIRED FOR A FULLY COMPLETE AND OPERABLE SYSTEM. D."F" LIGHTING FIXTURE IS HUNG FROM 4 POINTS IN THE CEILING BY AIRCRAFT WIRE. GENERAL CONTRACTOR TO PROVIDE BLOCKING AT ATTACHMENT POINTS. E.THE ABBREVIATION "AHJ" REPRESENTS THE AUTHORITY HAVING JURISDICTION. THIS SHALL INCLUDE BUT NOT BE LIMITED TO NATIONAL, STATE AND LOCAL CODES. THE ULTIMATE AUTHORITY SHALL REST WITH THE LOCAL BUILDING OFFICIALS. F.CUSTOM PENDANT LIGHTS, TYPE"F" SHALL BE INSTALLED SO THAT ALL VERTICAL SEAMS FACE TOWARDS THE REAR OF THE SALES FLOOR. G.EMERGENCY EGRESS LIGHTING SHALL PROVIDE FOOT-CANDLE MINIMUM AT FLOOR LEVEL ALONG PATH OF EGRESS IN ACCORDANCE WITH LOCAL BUILDING CODE. H.VERIFY THE 1-HOUR FIRE RESISTANCE RATING OF THE CEILING IS MAINTAINED THROUGH ALL PHASES OF CONSTRUCTION. I.LIGHTS OR OTHER ELECTRICAL EQUIPMENT PENETRATIONS THROUGH ONE HOUR RATED CEILING OR INSTALLED IN CEILING SHALL MAINTAIN THE RATING OF THE CEILING. J.ELECTRICAL LIGHTS OR EQUIPMENT SHALL BE SUPPORTED FROM STRUCTURE. GENERAL NOTES 1.CONNECT NIGHT LIGHT/EMERGENCY LIGHT FIXTURES TO LOCAL LIGHTING CIRCUIT AHEAD OF SWITCHING. PROVIDE SCREW TYPE LOCK ON DEVICE AT THE BREAKER. 2.LOCATION OF MASTER LIGHTING SWITCH BANK. SEE DETAIL ON THIS SHEET FOR NEW SALES FLOOR LIGHT SWITCHES. PROVIDE ADHESIVE LABELS TO SWITCHES AS INDICATED IN DETAIL. PROVIDE SWITCHES OVERRIDE SWITCH WITH PILOT LIGHT. 3.PROVIDE END FEED CURRENT LIMITER. CURRENT LIMITER SIZE DESIGNATED AS CL#, WHERE # IS THE RATING OF THE DEVICE IN AMPS. MATCH COLOR WITH TRACK. 4.HOMERUN THROUGH A 8-POLE CONTACTOR "C1" CONTROLLED THRU SWITCHES. CONTACTOR SHALL BE WALL MOUNTED. REUSE EXISTING LIGHTING CONTACTOR IF IN GOOD, WORKING CONDITION. VERIFY EXISTING CONTACTOR CONDITION IN FIELD. 5.PROVIDE NEW STOREFRONT SIGNAGE JUNCTION BOX AND TOGGLE DISCONNECT SWITCH IN CONCEALED LOCATION WITHIN LINE OF SIGHT TO STOREFRONT 120V SIGN. COORDINATE EXACT LOCATION WITH ARCHITECTURAL PLANS. 6.EXISTING EXTERIOR EGRESS LIGHTING POWERED BY LANDLORD SHALL REMAIN. 7.HOMERUN THROUGH A 8-POLE CONTACTOR "C2" CONTROLLED BY TIMECLOCK. CONTACTOR SHALL BE AS SPECIFIED ON SHEET E-101 AND SHALL BE MOUNTED ADJACENT TO PANEL. REUSE EXISTING LIGHTING CONTACTOR IF IN GOOD, WORKING CONDITION. VERIFY EXISTING CONTRACTOR CONDITION IN FIELD. 8.EMERGENCY LIGHTING FIXTURES SHALL BE ARRANGED WITH LAMP HEADS ADJUSTED ACCORDINGLY TO COMPLY WITH CODE-REQUIRED 1-FOOT CANDLE ILLUMINATION ALONG PATH OF EGRESS. 9.PROVIDE DUAL TECHNOLOGY OCCUPANCY SENSOR. DEVICE SHALL AUTOMATICALLY TURN FIXTURES "OFF" WITHIN 30 MINUTES OF ALL OCCUPANTS LEAVING THE SPACE AND SHALL BE ARRANGED TO AUTOMATICALLY TURN "ON" NO MORE THAN 50% OF LIGHTING. 10.EXHAUST FAN TO BE INTERLOCKED WITH RESTROOM LIGHTING SUCH THAT IF LIGHTING IN THE RESTROOM IS ON, THE EXHAUST FAN IS ON. 11.PROVIDE NEW CINEMA SIGNAGE JUNCTION BOX AND TOGGLE DISCONNECT SWITCH IN CONCEALED LOCATION WITHIN LINE OF SIGHT TO CINEMA 120V SIGN. COORDINATE EXACT LOCATION WITH ARCHITECTURAL PLANS KEYED NOTES SCALE:E-201 4 MASTER LIGHTING SWITCH BANK N.T.S. ·DESIGN DRAWINGS ARE SCHEMATIC. THIS CONTRACTOR SHALL VISIT THE SITE PRIOR TO BIDDING OR AWARD OF CONTRACT TO INSPECT EXISTING FIELD CONDITIONS. THIS CONTRACT SHALL INCLUDE ALL LABOR AND MATERIALS NECESSARY FOR FIELD MODIFICATIONS DUE TO EXISTING CONDITIONS. ·THE CONTRACTOR SHALL CONTACT THE ARCHITECT, ENGINEER OR OWNER PRIOR TO BIDDING FOR INTERPRETATIONS AND CLARIFICATIONS OF THE DESIGN AND INCLUDE IN HIS BID ALL COSTS TO MEET THE DESIGN INTENT. CLARIFICATIONS MADE BY THE ARCHITECT, ENGINEER OR OWNER AFTER BIDDING WILL BE FINAL AND SHALL BE IMPLEMENTED AT CONTRACTORS COST. ·BIDDING CONTRACTORS SHALL HAVE A WORKING KNOWLEDGE OF LOCAL CODES AND ORDINANCES AND SHALL INCLUDE IN THEIR BIDS THE COSTS FOR ALL WORK INSTALLED IN STRICT ACCORDANCE WITH GOVERNING CODES, THE PLANS AND SPECIFICATIONS NOT WITHSTANDING. THE CONTRACTOR SHALL ALERT ARCHITECT, ENGINEER OR OWNER OF ANY APPARENT DISCREPANCIES BETWEEN GOVERNING CODES AND DESIGN INTENT. ·REFER TO ARCHITECTURAL DRAWINGS FOR ADDITIONAL INFORMATION. THERE WILL BE NO CONSIDERATION FOR CHANGE ORDERS FOR INFORMATION FOUND ON ARCHITECTURAL DRAWINGS. FIELD VERIFY ALL CONDITIONS GENERAL LIGHTING 'a' TOGGLE SWITCH OVERRIDE SWITCH TC PANEL C1 LIGHTING CONTROL INTENT EVENT: NORMAL BUSINESS HOURS (HOURS TO BE DETERMINED BY OWNER) - LIGHT SWITCHES/DIMMERS AT THE LIGHTING SWITCH BANK SHALL CONTROL THE LIGHT FIXTURES. EVENT: CONCLUSION OF BUSINESS DAY (TIME TO BE DETERMINED BY OWNER) - TIMECLOCK SHALL SWEEP "OFF" ALL LIGHTS EVENT: AFTER BUSINESS HOURS - LIGHT FIXTURES SHALL REMAIN "OFF". - IF AFTER HOURS CONTROL OF THE LIGHT FIXTURES IS DESIRED, THE OVERRIDE SWITCH SHALL SERVE AS AN OVERRIDE SIGNAL TO THE TIMECLOCK AND THE LIGHT SWITCHES SHALL BE CAPABLE OF CONTROLLING THE LIGHT FIXTURES AGAIN (2 HOUR OVERRIDE MAX). C2 SCALE:E-201 5 LIGHTING CONTROL N.T.S. LUMINAIRE SCHEDULE NOTES A.REFER TO ARCHITECTURAL RCP(S), ELEVATIONS, AND DETAILS. FULLY COORDINATE WITH ALL MATERIAL. B.COORDINATE WITH ALL TRADES PRIOR TO INSTALLATION TO AVOID CONFLICTS AND ENSURE SUFFICIENT SPACE ABOVE CEILINGS. C.ALL LUMINAIRES WITHIN A ROOM OR AREA SHALL BE CONTROLLED BY SWITCHES/OCCUPANCY SENSORS SHOWN IN THAT ROOM OR AREA U.N.O. D.LUMINAIRES IDENTIFIED AS NIGHT LIGHT (NL) SHALL BE CONNECTED AHEAD OF ANY SWITCHING FOR CONTINUOUS OPERATION. E.LOCATIONS OF LUMINAIRES WITHIN MECHANICAL EQUIPMENT ROOMS SHALL BE COORDINATED IN FIELD WITH INSTALLED EQUIPMENT. LUMINAIRES SHALL BE LOCATED OVER ACCESS PATHWAYS AROUND EQUIPMENT AND NOT OVER TOP OF DUCTWORK WHERE INACCESSIBLE. F.DO NOT SUSPEND LUMINAIRES FROM PIPING OR DUCTWORK. G.PROVIDE APPROPRIATE MOUNTING HARDWARE, UNISTRUT, ALL THREAD, ETC., AS REQUIRED TO SUPPORT ALL LUMINAIRES. H.ALL LUMINAIRES SHALL BE U.L. LISTED. I.INSTALL LUMINAIRES IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. J.PROVIDE ALL EXIT SIGNAGE WITH APPROPRIATE MOUNTING HARDWARE AND DIRECTIONAL CHEVRONS. K.PROVIDE ALL HANGING/MOUNTING HARDWARE AS REQUIRED TO INSTALL FIXTURES IN LOCATIONS SHOWN, EVEN IF NOT SPECIFICALLY LISTED IN SCHEDULE. L.UNLESS OTHERWISE NOTED, ALL LED DRIVERS AND LAMPS SHALL BE 3500K COLOR TEMPERATURE. IF FIXTURE LISTED IS NOT AVAILABLE IN SPECIFIED COLOR TEMPERATURE, CONTACT ENGINEER FOR RECOMMENDATIONS. M.CONTRACTOR IS ALLOWED TO USE COMBINATION EXIT SIGN AND UNITARY BATTERY POWERED EGRESS EMERGENCY LIGHTING UNITS. NOTE: IN INSTANCES WHERE THERE IS A "HIGH CAPABLE" DEVICE FEEDING AN EXTERIOR EXGRESS LUMINAIRE, THE CONTRACTOR SHALL MAINTAIN THE HIGH CAPABLE FUNCTION OR FEED WITH ANOTHER UNITARY BATTERY DEVICE. SCALE:E-201 2 SALES FLOOR LIGHTING CONTROL DIAGRAM N.T.S. SCALE:E-201 3 STORE FRONT LIGHTING CONTROL DIAGRAM N.T.S. DISPLAY LIGHTING CIRCUITS, SEE DETAIL 2 THIS SHEET STOREFRONT LIGHTING CIRCUITS, SEE DETAIL 3 THIS SHEET a OVERRIDE SWITCH CONTACTOR C1. 8 POLE(MINIMUM)ELECTRICALLY HELD LIGHTING CONTACTOR IN NEMA 1 ENCLOSURE. 120V COIL. MOUNT CONTACTOR LOCATION AS NOTED ON THE DRAWINGS. B-40 N H L N COIL B- 9 SA L E S A R E A T R A C K L I G H T I N G SA L E S A R E A T R A C K L I G H T I N G B- 1 1 CONTACTOR B- 1 3 B- 1 5 SA L E S A R E A T R A C K L I G H T I N G B- 2 1 B- 1 0 CONTACTOR C2. 8 POLE(MINIMUM)ELECTRICALLY HELD LIGHTING CONTACTOR IN NEMA 1 ENCLOSURE. 120V COIL. MOUNT CONTACTOR LOCATION AS NOTED ON THE DRAWINGS. B-40 N H L N COIL B- 7 ST O R E F R O N T L I G H T I N G B- 2 CONTACTOR B- 4 B- 6 B- 8 ST O R E F R O N T R E C E P T A C L E S B- 1 2 B- 1 6 B- 1 4 ST O R E F R O N T R E C E P T A C L E S 2 7 11 10 1 8 9 9 4 5 7 5 7 6 7 11 LINE LOAD LINE LOAD EM M5 EM EM EM EM EM EM XM XM XM XM M4 M4 M4 M4 M4 M4 M4 M4 M4 M4 M4 M4 M4 M4 M4 M4 A A A A A A A F DDDDDDDDDDDDDDDD D D D D D D D D D D D D D D D D D D D D D B B B B B B B B B B B B B B B B B B B B B B B B B B B B B BBBBBBBBBBBB B B B B B B B B B B B B B B CL4 CL8 CL4 1 8 1 8 1 1 8 1 8 1 8 1 8 1 8 1 8 1 8 1 8 NL NL NL NL 1 1 6 3 4 3 4 3 4 B-9 B-11 B-15 B-77 B-13 B-19 B-17 SA L E S A R E A H A L O L I G H T B-6 B-4 B-2 ST O R E F R O N T R E C E P T A C L E S SA L E S A R E A R E C E P T A C L E S SA L E S A R E A R E C E P T A C L E S , SP A R E B-8 OS , SP A R E 1 EM 1 8 CI N E M A S I G N A G E ST O R E F R O N T S I G N A G E ST O R E F R O N T S I G N A G E CI N E M A S I G N A G E LUMINAIRE SCHEDULE CALLOUT SYMBOL DESCRIPTION MODEL VOLTS WATTAGE NOTES A MINI ADJUSTABLE RECESSED MULTIPLES CONTECH LIGHTING #RDA4L230K12D1MX1WHT 120 14 B LED TRACK LUMINAIRES CONTECH LIGHTING #CTL9059M3CD-B 120 14 D LED TRACK LUMINAIRES CONTECH LIGHTING #CTL9054WF3CD-B 120 20 EM DUAL HEAD EMERGENCY LIGHT W/90 MIN BACK-UP BEST LIGHTING PRODUCTS #HPEM 120 5 WALL MOUNTED OR J-BOX/THREADED ROD SUSPENDED - G.C. TO VERIFY F HALO LIGHTING FIXTURE TBD 120 360 M4 4' LED STRIP LIGHT WILLIAMS #75S-4-L30/830-VBY-2-DIM-UNV 120 22 PROVIDED WITH 0-10V DIMMING BALLAST M5 2'X4' LED TROFFER METALUX #24FP3830C9 120 40.3 PROVIDED WITH 0-10V DIMMING BALLAST XM EXIT SIGN WITH EMERGENCY HEADS W/90 MIN BACK-UP ASTRALITE INC. #EEU-3 120 4 G.C. TO VERIFY MOUNTING REQUIRED & CHEVRON DIRECTION PRIOR TO ORDER 4850 SMITH ROAD, STE. 101 C I N C I N N A T I , O H 4 5 2 1 2 5 1 3 .9 0 1 .0 0 4 0 W W W .M A R Q U E E N G .C O M REV. A B C D E F G H J K L M N P 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 181716151413121110987654321 SHEET TITLE DATE DESCRIPTION THE SHOPS AT SANTA ANITA SHEET NO. 400 S BALDWIN AVE UNIT D9 ARCADIA, CA 91007 LEGO Nelco Architecture, Inc. 201 EAST 4TH STREET SUITE 17 CINCINNATI, OH 45202 513.241.3000 WWW.NELSONWORLDWIDE.COM NELSON PROJECT NUMBER: 24.0002536.000 AUTHORIZED FOR: LANDLORD REVIEW SET- BID & PERMIT SET-12 / 16 / 2024 12 / 16 / 2024 PERMIT SUBMITTAL BLDG DEPT RESPONSE102 / 28 / 2025 BLDG DEPT RESPONSE204 / 25 / 2025 COPYRIGHT NOTICE 2025 MARQUE ENGINEERING LLC THIS PLAN IS PROTECTED UNDER FEDERAL COPYRIGHTS LAWS. THE ORIGINAL PURCHASER IS AUTHORIZED TO CONSTRUCT WITH THIS PLAN FOR ONLY ONE TIME. REUSE OR CHANGE OF THIS PLAN IS PROHIBITED. ALL IDEAS, DESIGNS, ARRANGEMENTS, AND PLANS INDICATED HEREIN ARE OWNED BY AND THE PROPERTY OF MARQUE ENGINEERING LLC. NOTHING ON THESE PLANS SHALL BE REUSED WITHOUT THE WRITTEN PERMISSION OF MARQUE ENGINEERING LLC. IF PLANS ARE NOT PRESENTED FOR PERMIT REVIEW WITHIN 120 DAYS OF ENGINEER SIGNATURE THIS SHEET IS VOID AND WILL NEED TO BE UPDATED BY THE ENGINEER OF RECORD. SCALE:E-201 1 LIGHTING FLOOR PLAN 1/4"=1'-0" E-201 LIGHTING FLOOR PLAN Working Drawing Review These Drawings have been reviewed for general design intent only. All actual field condi�ons are required to be verified by the Tenants Architect and/ or Contractor. Tenants are responsible for complying with all government regula�ons. One (1) copy of this Landlord stamped set of drawings is required to be always kept on the job site. Conditional approval as noted* *ADD NOTE: Protect in place all existing fireproofing on steel columns and beams and patch repair any damage to maintain the fire rating. *ADD NOTE: Protect in place utilities running through the space that service the mall or other tenants in place (including electrical, data and water line.) *ADD NOTE: Protect in place ducting running through the space that service the mall or other tenants in place. *Contractor to hire Landlord mandatory subs including roof, fire sprinkler, fire alarm, structural architect. *HVAC replaced 5/2025 Riderwood USA, Inc. Signed Fernando De Santiago Date 5/5/2025 4850 SMITH ROAD, STE. 101 C I N C I N N A T I , O H 4 5 2 1 2 5 1 3 .9 0 1 .0 0 4 0 W W W .M A R Q U E E N G .C O M REV. A B C D E F G H J K L M N P 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 181716151413121110987654321 SHEET TITLE DATE DESCRIPTION THE SHOPS AT SANTA ANITA SHEET NO. 400 S BALDWIN AVE UNIT D9 ARCADIA, CA 91007 LEGO Nelco Architecture, Inc. 201 EAST 4TH STREET SUITE 17 CINCINNATI, OH 45202 513.241.3000 WWW.NELSONWORLDWIDE.COM NELSON PROJECT NUMBER: 24.0002536.000 AUTHORIZED FOR: LANDLORD REVIEW SET- BID & PERMIT SET-12 / 16 / 2024 12 / 16 / 2024 PERMIT SUBMITTAL BLDG DEPT RESPONSE102 / 28 / 2025 BLDG DEPT RESPONSE204 / 25 / 2025 COPYRIGHT NOTICE 2025 MARQUE ENGINEERING LLC THIS PLAN IS PROTECTED UNDER FEDERAL COPYRIGHTS LAWS. THE ORIGINAL PURCHASER IS AUTHORIZED TO CONSTRUCT WITH THIS PLAN FOR ONLY ONE TIME. REUSE OR CHANGE OF THIS PLAN IS PROHIBITED. ALL IDEAS, DESIGNS, ARRANGEMENTS, AND PLANS INDICATED HEREIN ARE OWNED BY AND THE PROPERTY OF MARQUE ENGINEERING LLC. NOTHING ON THESE PLANS SHALL BE REUSED WITHOUT THE WRITTEN PERMISSION OF MARQUE ENGINEERING LLC. IF PLANS ARE NOT PRESENTED FOR PERMIT REVIEW WITHIN 120 DAYS OF ENGINEER SIGNATURE THIS SHEET IS VOID AND WILL NEED TO BE UPDATED BY THE ENGINEER OF RECORD. SCALE:E-202 1 PHOTOMETRIC PLAN 1/4"=1'-0" E-202 PHOTOMETRIC PLAN PHOTOMETRIC PLAN PROVIDED BY OTHERS. INCLUDED FOR REFERENCE ONLY. Luminaire Schedule Symbol Qty Label Arrangement Description LLF Luminaire Lumens Luminaire Watts Total Watts 14 EM Single HPLEM 0.950 581 9.1 127.4 8 XM Single EEU-3 0.950 52 1.42 11.36 Calculation Summary Label CalcType Units Avg Max Min Avg/Min Max/Min Room_1_Floor Illuminance Fc 1.16 3.7 0.1 11.60 37.00 Room_2_Floor Illuminance Fc 2.38 6.0 0.7 3.40 8.57 Room_3_Floor Illuminance Fc 3.04 7.8 0.3 10.13 26.00 EM EMEM EMEM EMEM XMXM XMXM XMEM EM XM XMXM EMEM EM EMEM 0.7 1.7 1.5 1.0 1.2 1.7 2.0 2.0 2.0 1.8 1.5 1.2 1.0 0.7 0.6 0.5 0.4 0.4 0.3 0.3 0.2 0.2 0.2 0.2 0.2 0.2 0.1 0.1 0.2 0.3 0.4 0.3 0.6 1.4 2.2 1.8 1.7 2.1 2.5 2.9 2.8 2.6 2.4 2.8 3.6 3.7 2.8 1.7 0.9 0.6 0.6 0.7 1.0 1.7 2.2 2.2 1.8 1.4 1.0 0.8 0.6 0.7 1.0 1.0 1.2 1.2 0.7 0.7 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.5 0.4 0.8 0.5 1.4 1.3 1.3 3.4 3.6 3.2 2.6 1.9 1.4 1.3 1.7 2.4 2.8 2.7 1.9 1.1 0.6 0.5 0.5 0.7 1.0 1.5 1.9 2.0 1.8 1.4 1.1 0.9 0.9 1.1 0.8 1.1 2.7 3.1 2.9 2.4 1.6 1.0 0.7 0.6 0.5 0.5 0.4 0.3 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.1 0.1 0.1 0.1 0.2 0.2 0.3 0.3 0.7 0.9 1.6 2.9 4.2 5.1 6.0 5.6 3.9 2.1 1.1 0.7 0.7 0.9 1.5 2.7 4.0 4.4 3.9 3.0 2.2 1.5 1.2 0.9 1.2 1.6 2.6 3.9 4.9 5.7 5.3 3.7 2.0 1.1 0.7 0.7 0.9 1.4 2.6 3.8 4.3 4.0 3.1 2.3 1.6 1.3 1.3 1.7 1.3 1.5 1.2 1.2 1.7 0.9 1.2 1.0 0.5 0.3 0.4 0.4 0.8 0.7 2.3 3.1 2.5 1.1 0.5 0.4 0.6 1.8 1.5 4.8 5.3 1.6 0.7 0.6 0.3 0.3 0.8 1.0 7.4 6.4 7.6 6.4 5.0 3.9 3.6 2.6 5.2 3.7 7.5 5.4 7.8 6.1 5.9 4.8 W A P W A P W A P S S S S S 16 ' - 4 1 / 2 " ( L E A S E L I N E ) 29 ' - 0 " ( L E A S E L I N E ) 2" 30 ' - 2 " 1 1 / 2 " 30 ' - 4 " 13 ' - 2 1 / 2 " ( L E A S E L I N E ) 2" 1" CV = 6 4 C F CV = 6 4 C F CV = 64CF CV = 4 8 C F CV = 4 8 C F CV = 6 4 C F CV = 4 8 C F CV = 4 8 C F CV = 4 8 C F CV = 6 4 C F CV = 4 8 C F CV = 4 8 C F CV = 4 8 C F CV = 64CF CV = 6 4 C F CV = 4 8 C F CV = 4 8 C F CV = 4 8 C F CV = 6 4 C F CV = 4 8 C F CV = 4 8 C F CV = 4 8 C F CV = 64CF CV = 6 4 C F CV = 4 8 C F CV = 4 8 C F CV = 4 8 C F CV = 4 8 C F CV = 4 8 C F CV = 4 8 C F CV = 4 8 C F CV = 6 4 C F CV = 48 CF CV = 4 8 C F CV = 4 8 C F COL COL COL COL 48 " X 2 4 " 48 " X 2 4 " 48" X 24" 36 " X 2 4 " 36 " X 2 4 " 48 " X 2 4 " 36 " X 2 4 " 36 " X 2 4 " 36 " X 2 4 " 48 " X 2 4 " 36 " X 2 4 " 36 " X 2 4 " 36 " X 2 4 " 48" X 24" 48 " X 2 4 " 36 " X 2 4 " 36 " X 2 4 " 36 " X 2 4 " 48 " X 2 4 " 36 " X 2 4 " 36 " X 2 4 " 36 " X 2 4 " 48" X 24" 48 " X 2 4 " 36 " X 2 4 " 36 " X 2 4 " 36 " X 2 4 " 36 " X 2 4 " 36 " X 2 4 " 36 " X 2 4 " 36 " X 2 4 " 48 " X 2 4 " 36" X 24" 36 " X 2 4 " 36 " X 2 4 " EM EM EMEM EM EM EM EM J J J M5 M4 M4 M4 M4 M4 D D D D D D D D D D D D D D D D D D D D B B B B B B B B B B B B D D D D D D D D D D D D D D D B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B M4M4 M4 M4M4 M4 M4 M4 M4 M4 M4 A A A A A A A D D XM XM XM XM V STOCK ROOM102 RESTROOM103 OCCUPANT LOAD: 4 OCCUPANT LOAD: N/A TYPICAL SALES AREA101 OCCUPANT LOAD: 40 2 2 Working Drawing Review These Drawings have been reviewed for general design intent only. All actual field condi�ons are required to be verified by the Tenants Architect and/ or Contractor. Tenants are responsible for complying with all government regula�ons. One (1) copy of this Landlord stamped set of drawings is required to be always kept on the job site. Conditional approval as noted* *ADD NOTE: Protect in place all existing fireproofing on steel columns and beams and patch repair any damage to maintain the fire rating. *ADD NOTE: Protect in place utilities running through the space that service the mall or other tenants in place (including electrical, data and water line.) *ADD NOTE: Protect in place ducting running through the space that service the mall or other tenants in place. *Contractor to hire Landlord mandatory subs including roof, fire sprinkler, fire alarm, structural architect. *HVAC replaced 5/2025 Riderwood USA, Inc. Signed Fernando De Santiago Date 5/5/2025 1 3 4 1 3 2 1 3 4 (X3) A.REFER TO MECHANICAL PLAN FOR LOCATION OF MECHANICAL EQUIPMENT. FIELD VERIFY EXACT LOCATIONS. B.ELECTRICAL CONTRACTOR TO PROVIDE TYPED PANEL DIRECTORY WITH ALL CIRCUITS ACCURATELY DESCRIBED PRIOR TO STORE OPENING. C.ALL RECEPTACLES AND COVERPLATES SHALL BE WHITE IN COLOR. D.ALL CONDUITS SHALL BE CONCEALED IN WALLS AND OUTLET BOXES SHALL BE FLUSH WITH FINISHED WALL UNLESS OTHERWISE NOTED. ALL WORK SHALL BE IN STRICT ACCORDANCE WITH NATIONAL ELECTRIC CODE AND ALL LOCAL CODES AND ORDINANCES. E.ALL NEW WORK SHALL BE INSTALLED CONCEALED, UNLESS OTHERWISE NOTED. F.CONTROLS AND OPERATING MECHANISMS: THE HIGHEST OPERABLE PART OF ALL CONTROLS, DISPENSERS, RECEPTACLES AND OTHER OPERABLE EQUIPMENT SHALL BE PLACED WITHIN 48" OF THE FLOOR BUT NOT LOWER THAN 15" IF FORWARD APPROACHED AND WITHIN 54" BUT NOT LOWER THAN 9" IF SIDE APPROACHED. G.ELECTRICAL AND TELEPHONE WORK SHALL BE PERFORMED IN STRICT ACCORDANCE WITH ALL FEDERAL, STATE AND CITY ELECTRICAL CODES AND THE LANDLORD'S CONSTRUCTION GUIDELINES. H.G.C. SHALL PROVIDE 3/4" CONDUIT TO EACH TELEPHONE OUTLET BOX AND TO ANY OTHER EQUIPMENT THAT WOULD REQUIRE A CABLE FEED FROM OUTLET TO IT RACK. ALL CONDUITS TO INCLUDE DRAG LINES. ALL CONDUIT RUNS BY G.C. FOR LIGHTING, POWER, TELE/DATA OR LOW VOLTAGE TO EMERGE FROM FURRED-OUT DEMISING WALLS OR NEW PARTITIONS AND BE RUN IN A CLEAN, MINIMAL LAYOUT. I.ALL RECEPTACLES ARE TO BE GROUNDED AND TO RECEIVE STANDARD 3 -PRONG PLUGS, UNLESS VOLTAGE, AMPERAGE OR SPECIFIC NOTATION CALLS FOR A SPECIFIC TYPE OF RECEPTACLE. J.SHOULD JOB CONDITIONS REQUIRE RELOCATION OF PLANNED TELEPHONE OR ELECTRICAL OUTLETS FOR ANY REASON, THE CONTRACTOR SHALL NOTIFY THE ARCHITECT FOR APPROVAL OF ALTERNATIVE LOCATION PRIOR TO THE START OF WORK. K.G.C. SHALL PROVIDE ALL THE REQUIRED DRAWINGS, COMPLETED PAPER WORK AND CERTIFICATES OF INSPECTION FOR ALL THE REQUIRED MECHANICAL ENGINEERING SYSTEMS (HVAC, SPRINKLER, ELECTRIC, FIRE SAFETY, ETC) AS REQUIRED FOR LOCAL BUILDING DEPARTMENT APPROVALS. L.ALL FLOOR OUTLETS TO BE MOUNTED FLUSH WITH RUBBER TILE (FINISH FI) ALL FLOOR OUTLETS TO BE CORE DRILLED AND PIPED BELOW IN 2ND FLOOR SITUATIONS OR TRENCHED AND PIPED IN SLAB ON GRADE SITUATIONS. G.C. TO VERIFY WITH MALL MANAGEMENT. M.CONTRACTOR SHALL PROVIDE CONDUITS AND PULL CORDS FOR TELEPHONE/DATA CABLES. FROM THE OUTLETS TO THE TELEPHONE AND DATA RACKS, TELEPHONE/DATA CABLES SHALL BE INSTALLED BY LEGO. N.CEILING AREA ABOVE SALES FLOOR IS A PLENUM RETURN SYSTEM. ALL WIRING SHALL BE PLENUM RATED, SUITABLE FOR INSTALLATION IN THE LOCATION. O.VERIFY THE 1-HOUR FIRE RESISTANCE RATING OF THE CEILING IS MAINTAINED THROUGH ALL PHASES OF CONSTRUCTION. GENERAL NOTES ·DESIGN DRAWINGS ARE SCHEMATIC. THIS CONTRACTOR SHALL VISIT THE SITE PRIOR TO BIDDING OR AWARD OF CONTRACT TO INSPECT EXISTING FIELD CONDITIONS. THIS CONTRACT SHALL INCLUDE ALL LABOR AND MATERIALS NECESSARY FOR FIELD MODIFICATIONS DUE TO EXISTING CONDITIONS. ·THE CONTRACTOR SHALL CONTACT THE ARCHITECT, ENGINEER OR OWNER PRIOR TO BIDDING FOR INTERPRETATIONS AND CLARIFICATIONS OF THE DESIGN AND INCLUDE IN HIS BID ALL COSTS TO MEET THE DESIGN INTENT. CLARIFICATIONS MADE BY THE ARCHITECT, ENGINEER OR OWNER AFTER BIDDING WILL BE FINAL AND SHALL BE IMPLEMENTED AT CONTRACTORS COST. ·BIDDING CONTRACTORS SHALL HAVE A WORKING KNOWLEDGE OF LOCAL CODES AND ORDINANCES AND SHALL INCLUDE IN THEIR BIDS THE COSTS FOR ALL WORK INSTALLED IN STRICT ACCORDANCE WITH GOVERNING CODES, THE PLANS AND SPECIFICATIONS NOT WITHSTANDING. THE CONTRACTOR SHALL ALERT ARCHITECT, ENGINEER OR OWNER OF ANY APPARENT DISCREPANCIES BETWEEN GOVERNING CODES AND DESIGN INTENT. ·REFER TO ARCHITECTURAL DRAWINGS FOR ADDITIONAL INFORMATION. THERE WILL BE NO CONSIDERATION FOR CHANGE ORDERS FOR INFORMATION FOUND ON ARCHITECTURAL DRAWINGS. FIELD VERIFY ALL CONDITIONS 1.20AMP, 120V, ISOLATED GROUND/ DEDICATED CIRCUIT QUADRAPLEX RECEPTACLE (HUBBELL #IG-5362) FOR CASH REGISTERS. DO NOT INSTALL WITH ANY OTHER CIRCUITS. LOCATE RECEPTACLES AT CASH WRAP COUNTER INSIDE CABINET ON CUSTOMER SIDE WALL AS DIRECTED BY OWNER/ARCHITECT. RUN (2)# 12 THWN AND (1) #12 GND. IN 3/4" CONDUIT. ROUTE CONDUIT TO FLOOR MOUNTED JUNCTION BOXES. 2.20AMP, 120V, QUADRAPLEX RECEPTACLE AT CASH WRAP COUNTER FOR UTILITY POWER. LOCATE RECEPTACLES AT CASH WRAP COUNTER INSIDE CABINET ON CUSTOMER SIDE WALL AS DIRECTED BY OWNER/DESIGNER. RUN (2) #12 THWN AND (1) #12 GND. IN 3/4" CONDUIT. ROUTE CONDUIT TO FLOOR MOUNTED JUNCTION BOXES. 3.1" DATA CONDUIT (WITH PULL WIRE) FOR THREE (3) DATA CABLES/CONNECTION AT EACH POS. ROUTE CONDUIT TO FLOOR MOUNTED JUNCTION BOXES. COORDINATE DATA CABLING ROUTING AND TERMINATION WITH OWNER/PROJECT MANAGER. 4.20AMP, 120V, QUADRAPLEX RECEPTACLE AT CASH WRAP COUNTER FOR UTILITY POWER. LOCATE RECEPTACLES INSIDE CABINET ABOVE DRAWERS, APPROX. 30" AFF AS DIRECTED BY OWNER/DESIGNER. RUN (2) #12 THWN AND (1) #12 GND. IN 3/4" CONDUIT. ROUTE CONDUIT TO FLOOR MOUNTED JUNCTION BOXES. 5.PROVIDE (6) FLOOR MOUNTED JUNCTION BOXES AT BASE OF MILLWORK, (1) FOR CASHWRAP POWER, (1) FOR UTILITY POWER, (2) FOR DATA, AND (2) SPARE. COORDINATE REQUIREMENTS WITH OWNER PRIOR TO INSTALLATION. PROVIDE FLEXIBLE CONNECTIONS FROM JUNCTION BOXES TO CASHWRAP DEVICES. CONNECTIONS SHALL BE CONCEALED IN FURNITURE. CUT AND PATCH FLOOR AS REQUIRED TO ROUTE CONDUITS TO WALL. ROUTE UP WALL TO CEILING SPACE AND RUN TO PANEL/IT RACK. COORDINATE FLOOR CUTTING WITH LANDLORD PRIOR TO COMMENCEMENT. CASHWRAP KEYED NOTES 1.FLUSH FLOOR MOUNTED POWER/DATE OUTLETS 20AMP, 120V, WITH BRASS FACE PLATES . PROVIDE A RECESSED FLOOR BOX WITH ONE (1) QUAD RECEPTACLE AND ONE (1) DATA BOX WITH TWO (2) DATA OUTLETS. FLOOR BOX SHALL BE LEGRAND 800MP SERIES FLOOR BOXES WITH BRASS COVERPLATE #837B AND #829CK-3/4 INSERTS FOR FLOOR ALL STOREFRONT FLOOR BOXES. RUN (2) #12 THWN AND (1) #12 GRD IN 3/4"CONDUIT FOR POWER. RUN TWO (1) 3/4" CONDUIT (WITH PULL WIRES) FOR DATA CABLING. POWER AND TELECOMMUNICATIONS CONDUITS SHALL BE RAN IN FLOOR. CUT AND PATCH FLOOR AS REQUIRED TO ROUTE CONDUITS TO WALL. COORDINATE FLOOR CUTTING WITH LANDLORD PRIOR TO COMMENCEMENT. 2.RECEPTACLES AND COVER PLATES SHALL BE MOUNTED ON CEILING AT STOREFRONT PARALLEL TO STOREFRONT GLASS. CIRCUIT TO PANEL AS INDICATED. 3.20AMP, 120V, ISOLATED GROUND/DEDICATED CIRCUIT QUADRAPLEX RECEPTACLE (HUBBELL #IC-5632) FOR COMPUTER. DO NOT INSTALL WITH ANY OTHER CIRCUITS. RUN (2) #12 THWN AND (1) #12 GND. IN 3/4" CONDUIT BACK TO PANEL. TERMINATE INSULATED GROUND AT PANEL ISOLATED GROUND BAR. 4.RECEPTACLES WITH A "SF" DESIGNATION SHALL BE 20AMP, 120V DUPLEX RECEPTACLE MOUNTED IN WALL ADJACENT TO STOREFRONT. PROVIDE WHITE RECEPTACLE WITH WHITE COVERPLATE. CIRCUIT TO PANEL AS INDICATED. RECEPTACLES WITH A "T" DESIGNATION SHALL HOMERUN BRANCH CIRCUIT THRU STOREFRONT CONTROL TIME CLOCK/CONTACTOR. 5.ISOLATED GROUND/DEDICATED CIRCUIT QUADRAPLEX RECEPTACLE FOR TELEPHONE SYSTEM. VERIFY SYSTEM GROUNDING AND ALL OTHER REQUIREMENTS WITH LOCAL TELEPHONE COMPANY. MOUNT AT 48" A.F.F., RUN (2)#12 THWN, (1) #12 GRD AND (1) #12 I.G. IN 3/4" CONDUIT BACK TO PANEL. 6.NEW 1" CONDUIT FROM TELEPHONE BOARD TO IT RACK. 7.JUNCTION BOX FOR RECESSED CEILING SPEAKER. 8.PROVIDE 1" CONDUIT WITH PULL STRING BACK TO THE IT RACK. COORDINATE EXACT LOCATION AND WIRING REQUIREMENTS WITH ARCHITECT. 9.PROVIDE 480V/3P/30A NON-FUSED DISCONNECT SWITCH FOR NEW WATER HEATER. REFER TO PLUMBING DRAWINGS FOR ADDITIONAL INFORMATION. 10.REFER TO POWER RISER DIAGRAM ON SHEET E-501 FOR ADDITIONAL INFORMATION. 11.PROVIDE PUSH BUTTON (24V) EDWARDS #600 (DOORBELL) MOUNTED @ 48" A.F.F. AND ASSOCIATED LOW VOLTAGE TRANSFORMER 120-24 VOLTS "EDWARDS" #664 (120-12VA) AS REQUIRED. PROVIDE STOCKROOM LOW VOLTAGE SIGNAL BELL (24 VOLTS) "EDWARDS" 340 SERIES. FIELD VERIFY EXACT LOCATION AND PART NUMBERS WITH LEGO G.C.. 12.PROVIDE JUNCTION BOX (TERMINATE ABOVE CELING), (1) CAT 6 OUTLET AND 1" CONDUIT FROM ABOVE THE DOORS AT STOREFRONT TO THE IT RACK FOR THE FOOTFALL SENSOR. COORDINATE WITH OWNER/ARCHITECT PRIOR TO INSTALLATION. 13.MOUNT DEVICE ON CEILING ADJACENT TO WIRELESS ACCESS POINT FOR WIFI NETWORK. COORDINATE EXACT LOCATION WITH ARCHITECT. 14.DATA OUTLET. RUN ONE (1) 1" CONDUITS (WITH PULL WIRES) FOR TWO (2)DATA CABLES/CONNECTIONS, MOUNT AT 18" AFF. 15.PROVIDE NEW TIMECLOCK 'TC' AND NEW LIGHTING CONTACTORS 'C1' & 'C2'. REFER TO DETAILS/SCHEDULES ON SHEET E-201 FOR ADDITIONAL INFORMATION. TIMECLOCK SHALL BE DIGITAL, 365-DAY SKIPPER TYPE WITH HOLIDAY PROGRAMMING AND WITH EXTERNAL OVERRIDE CAPABILITIES (TORK, PARAGON, OR ACCEPTED EQUIVALENT). COORDINATE ON/OFF SCHEDULING WITH LEGO PROJECT MANAGER. LIGHTING CONTACTORS. MOUNT ON 3/4" F.R. PLYWOOD BACK BOARD. 16.PROVIDE GFCI BREAKER FOR ELECTRIC WATER COOLER. 17.MOUNT RECEPTACLES ON DEMISING WALL IN THE SALES AREA AT 108" A.F.F. PROVIDE THE FOLLOWING WALLPLATE COVERS FOR ALL RECEPTACLES ON SALES FLOOR. COOPER WIRING DEVICES, PRODUCT #TRW15, COLOR-WHITE. RECEPTACLES WITH A "T" DESIGNATION SHALL HOMERUN BRANCH CIRCUIT THRU SALES CONTROL TIME CLOCK/CONTACTOR. 18.REFER TO RISER DIAGRAM ON DWG. E-501 FOR CONDUIT AND FEEDER REQUIREMENTS. 19.PROVIDE DEDICATED DUPLEX RECEPTACLE FOR REFRIGERATOR. LOCATION TO BE DETERMINED BY OWNER. WIRE TO PANELBOARD CIRCUIT AS INDICATED. 20.PROVIDE DEDICATED DUPLEX RECEPTACLE FOR MICROWAVE. LOCATION TO BE DETERMINED BY OWNER. WIRE TO PANELBOARD CIRCUIT AS INDICATED. 21.PROVIDE 3/4" EMPTY CONDUIT WITH DRAGLINE TO PANEL. LABEL CONDUIT "SPARE CONDUIT TO CASHWRAP" 22.TIMECLOCK/ATTENDANCE EQUIPMENT: DEVICE PROVIDED BY CONTRACTOR. PROVIDE USB TYPE RECEPTACLE AND MOUNT AT 48" A.F.F. 23.PROVIDE FINAL CONNECTION FOR HVAC EQUIPMENT. COORDINATE EXACT LOCATION AND REQUIREMENTS WITH MECHANICAL DRAWINGS. 24.NEW 1-1/4" TELEPHONE CONDUIT DOWN TO LL TELECOM BACKBOARD. PROVIDE 12 PAIR PLENUM RATED TELEPHONE CABLE FROM TENANT TELEPHONE EQUIPMENT TO LANDLORD'S MAIN TEL. SERVICE DISTRIBUTION; COORDINATE WITH LOCAL TELEPHONE COMPANY AND LANDLORD. 25.WIRELESS ACCESS POINT TO BE MOUNTED 10'-12' AFF. MUST BE WIRED WITH CATGA FTP. LOCATION SHOWN FOR REFERENCE ONLY. FINAL LOCATION BY GLOBAL NETWORK TEAM. CONFIRM WITH LEGO PROJECT MANAGER PRIOR TO ROUGH-IN. 26.PROVIDE FIRE RETARDANT 2'X4' 3/4" PLYWOOD BACKBOARD FOR TELEPHONE SERVICE. 27.ALL SALES FLOOR RECEPTACLES MUST BE TAMPER RESISTANT. G.C. SHALL PROVIDE "VISABLY" TAMPER RESISTANT RECEPTACLES THROUGHOUT. COORDINATE EXACT REQUIREMENTS WITH LEGO G.C. ON SITE. REFER TO A7.0 FOR OUTLET LAYOUT. 28.FURNISH NEW ADDRESSABLE DUCT MOUNTED SMOKE DETECTOR. M.C. SHALL INSTALL SMOKE DETECTOR. M.C. SHALL PROVIDE WIRING TO FAN INTERLOCK. E.C. SHALL PROVIDE WIRING FOR FINAL CONNECTION TO THE CENTRAL FIRE ALARM SYSTEM (IF REQUIRED) AND REMOTE ANNUNCIATORS. 29.PROVIDE LEGRAND WIREMOLD 2000 SERIES PLUGMOLD IVORY RACEWAY RECEPTACLES EVERY 6" ON CENTER MOUNTED 44" AFF. PROVIDE ALL NECESSARY CAPS, CONNECTORS, ADAPTORS, AND FITTINGS FOR A COMPLETE INSTALLATION. 30.PROVIDE 120V 20A BRANCH CIRCUIT TO PLUGMOLD RACEWAY. 31.PROVIDE JBOX FOR VOLUME CONTROL OF MUSIC TO SALES FLOOR. COORDINATE FINAL LOCATION WITH OWNER. 32.PROVIDE FINAL CONNECTION TO CONVENIENCE RECEPTACLE FOR HVAC EQUIPMENT. COORDINATE EXACT LOCATION AND REQUIREMENTS WITH MECHANICAL DRAWINGS. 33.PROVIDE CEILING MOUNTED RECEPTACLE FOR HANGING HALO LIGHT FIXTURE. KEYED NOTES 28'-6" 6' 18'-2" EWH-1 5 321 5321 (X3) (X3) WAP 14 WAP 7 SF SF +48"+116"+18" 6 5 2624 +48" T SF T LC 15 EWC USB 22 11 12 33 29 29 T17 17 GFCI+44" 19 20 25 13 31 259 4 8 +34" AFF 16 27 2 2 GFCIWP 32'-2" 29T17 7 7 7 7 30 30 WAP 2513 29 30 C-1 B-33 B-35 B-37 B-32 B-34 B-25 B-27 B-29 C-2 C-4 B-21 B-26 B-28 B-30 B-36 B-24 B-18 B-22 B-38 B-14 B-12 B-16 B-10 B-40 AHU-1 HP-1 B-13 WP/GFCI 32 28 A-13,15,17 A-7,9,11 A-19,21,23 B-20 1 1 1 1 1 1 1 23 C-3 C-5 C-7 3 23 T T T 2 10 18 28' 29 30 C-9 B-23 B-31 USB USB USB 4850 SMITH ROAD, STE. 101 C I N C I N N A T I , O H 4 5 2 1 2 5 1 3 .9 0 1 .0 0 4 0 W W W .M A R Q U E E N G .C O M REV. A B C D E F G H J K L M N P 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 181716151413121110987654321 SHEET TITLE DATE DESCRIPTION THE SHOPS AT SANTA ANITA SHEET NO. 400 S BALDWIN AVE UNIT D9 ARCADIA, CA 91007 LEGO Nelco Architecture, Inc. 201 EAST 4TH STREET SUITE 17 CINCINNATI, OH 45202 513.241.3000 WWW.NELSONWORLDWIDE.COM NELSON PROJECT NUMBER: 24.0002536.000 AUTHORIZED FOR: LANDLORD REVIEW SET- BID & PERMIT SET-12 / 16 / 2024 12 / 16 / 2024 PERMIT SUBMITTAL BLDG DEPT RESPONSE102 / 28 / 2025 BLDG DEPT RESPONSE204 / 25 / 2025 COPYRIGHT NOTICE 2025 MARQUE ENGINEERING LLC THIS PLAN IS PROTECTED UNDER FEDERAL COPYRIGHTS LAWS. THE ORIGINAL PURCHASER IS AUTHORIZED TO CONSTRUCT WITH THIS PLAN FOR ONLY ONE TIME. REUSE OR CHANGE OF THIS PLAN IS PROHIBITED. ALL IDEAS, DESIGNS, ARRANGEMENTS, AND PLANS INDICATED HEREIN ARE OWNED BY AND THE PROPERTY OF MARQUE ENGINEERING LLC. NOTHING ON THESE PLANS SHALL BE REUSED WITHOUT THE WRITTEN PERMISSION OF MARQUE ENGINEERING LLC. IF PLANS ARE NOT PRESENTED FOR PERMIT REVIEW WITHIN 120 DAYS OF ENGINEER SIGNATURE THIS SHEET IS VOID AND WILL NEED TO BE UPDATED BY THE ENGINEER OF RECORD. SCALE:E-301 1 POWER FLOOR PLAN 1/4"=1'-0" E-301 POWER FLOOR PLAN Working Drawing Review These Drawings have been reviewed for general design intent only. All actual field condi�ons are required to be verified by the Tenants Architect and/ or Contractor. Tenants are responsible for complying with all government regula�ons. One (1) copy of this Landlord stamped set of drawings is required to be always kept on the job site. Conditional approval as noted* *ADD NOTE: Protect in place all existing fireproofing on steel columns and beams and patch repair any damage to maintain the fire rating. *ADD NOTE: Protect in place utilities running through the space that service the mall or other tenants in place (including electrical, data and water line.) *ADD NOTE: Protect in place ducting running through the space that service the mall or other tenants in place. *Contractor to hire Landlord mandatory subs including roof, fire sprinkler, fire alarm, structural architect. *HVAC replaced 5/2025 Riderwood USA, Inc. Signed Fernando De Santiago Date 5/5/2025 MOUNTING HEIGHTS ALL MOUNTING HEIGHTS ARE BASED ON NECA-1, NATIONAL ELECTRICAL CONTRACTOR'S ASSOCIATION STANDARD PRACTICE OF GOOD WORKMANSHIP IN ELECTRICAL CONSTRUCTION, UNLESS OTHERWISE NOTED. ALL HEIGHTS ARE MEASURED FROM FINISHED FLOOR TO CENTERLINE OF DEVICE. WALL SWITCHES:48" (120 cm) RECEPTACLE OUTLETS (GENERAL):18" (45 cm) RECEPTACLE OUTLETS: (KITCHEN, UTILITY ROOM, WORKBENCHES, ETC.) 42" (105 cm) OR 6" (15 cm) ABOVE COUNTERTOP SPECIAL PURPOSE OUTLET WITHIN 72" (180 cm) OF INTENDED USE TELEPHONE OUTLETS 18" (45 cm) WALL INTERCOM STATIONS 48" (120 cm) NIGHT LIGHTS 18" (45 cm) WALL LIGHTING OUTLETS 84" (210 cm) THERMOSTATS 48" (120 cm) PUSH BUTTONS 48" (120 cm) BELLS, BUZZERS, CHIMES 96" (240 cm) PREFERRED, OR 6" (15 cm) BELOW CEILING FIRE ALARM PULL STATIONS 48" (120 cm) FIRE ALARM (GONGS, BELLS, HORNS, LIGHTS)80" (200 cm) AFF PREFERRED, OR 6" (15 cm) BELOW CEILING GENERAL PROJECT NOTES ·ALL DEVICES SHOWN ON THE EXTERIOR OF THE BUILDING SHALL BE WEATHER PROOF TYPE. ·REFER TO ALL OTHER CONSTRUCTION TRADES' DRAWINGS' AND SPECIFICATIONS' FOR ADDITIONAL ELECTRICAL WORK THAT IS INCLUDED IN DIVISION 26'S SCOPE. ·ALL CONDUITS RUN IN AREAS WITHOUT SUSPENDED CEILINGS SHALL BE RUN INCONSPICUOUSLY AS POSSIBLE, HIDDEN BEHIND BEAMS, TIGHT TO DECK, ETC. PAINT ALL CONDUIT TO MATCH FINISH OF EACH SPECIFIC AREA. ·CONDUIT SHALL NOT TO BE INSTALLED WITHIN FIRE PROOFING. PROVIDE ALL REQUIRED DROP HANGERS. ·BRANCH CIRCUIT CONDUCTORS SHALL BE SIZED FOR A MAXIMUM OF 3% VOLTAGE DROP. ·PROVIDE ALL RACEWAY FOR HVAC THERMOSTATS AND SENSORS. THERMOSTAT AND SENSORS ARE FURNISHED AND INSTALLED UNDER MECHANICAL DIVISION 23 SCOPE. ·PROVIDE ALL TELECOMMUNICATION, FIRE ALARM, SECURITY AND ACCESS CONTROL RACEWAYS. FIRE ALARM, SECURITY, ACCESS CONTROL AND/OR TELECOMMUNICATION SYSTEMS ARE UNDER DEFERRED SUBMITTAL UNLESS OTHERWISE NOTED. ELECTRIC ABBREVIATIONS 1Ø SINGLE-PHASE 1P SINGLE POLE 3Ø THREE-PHASE 4W FOUR-WIRE AF AMPERE FRAME OR AMP FUSE AFF ABOVE FINISHED FLOOR AHJ AUTHORITY HAVING JURISDICTION AIC AMPERE INTERRUPTING CAPACITY ALT ALTERNATE A AMPERE AT AMPERE TRIP AV AUDIO VISUAL C CONDUIT cd CANDELA CD CONSTRUCTION DOCUMENTS CLG CEILING COMM COMMUNICATION CRI COLOR RENDERING INDEX CT CURRENT TRANSFORMER CU COPPER DISC DISCONNECT EC ELECTRICAL CONTRACTOR EG EQUIPMENT GROUND EMT ELECTRICAL METALLIC TUBING EPO EMERGENCY POWER OFF ETR EXISTING TO REMAIN FA FIRE ALARM FAAP FIRE ALARM ANNUNCIATOR PANEL FACP FIRE ALARM CONTROL PANEL FC FOOTCANDLE FLA FULL LOAD AMPS FMC FLEXIBLE METALLIC CONDUIT GND GROUND GFI/GFCI GROUND FAULT CIRCUIT INTERRUPTER HP HORSEPOWER IMC INTERMEDIATE METAL CONDUIT IR INFRARED JBOX JUNCTION BOX kV KILOVOLT kVA KILOVOLT AMPERE kW KILOWATT kWH KILOWATT HOUR LV LOW VOLTAGE MC METAL-CLAD MCA MINIMUM CIRCUIT AMPS MCB MAIN CIRCUIT BREAKER MDP MAIN DISTRIBUTION PANEL MOCP MAXIMUM OVERCURRENT PROTECTION MLO MAIN LUGS ONLY MTD MOUNTED MTG MOUNTING NA NOT APPLICABLE NEC NATIONAL ELECTRICAL CODE NEMA NATIONAL ELECTRICAL MANUFACTURERS ASSOCIATION NEUT NEUTRAL NFPA NATIONAL FIRE PROTECTION ASSOCIATION NIC NOT IN CONTRACT NL NIGHT LIGHT NM NON-METALLIC NTS NOT TO SCALE OC ON CENTER OD OUTSIDE DIAMETER PC PHOTOCELL PNL PANEL PWR POWER RCP REFLECTED CEILING PLAN RMC RIGID METAL CONDUIT RMS ROOT MEAN SQUARE SE SERVICE ENTRANCE SER SERVICE ENTRANCE RATED SF SQUARE FOOT (FEET) SW SWITCH SWBD SWITCHBOARD SWGR SWITCHGEAR TC TIME CLOCK TV TELEVISION AND/OR MONITOR TYP TYPICAL UL UNDERWRITERS LABORATORY V VOLT VA VOLT AMPERE VOLT VOLTAGE W WATT WH WATER HEATER WP WEATHERPROOF XFMR TRANSFORMER LANDLORD'S SPACE TENANT SPACE 1" CONDUIT WITH PULL WIREFOR TELEPHONE SERVICE WALL MOUNTED I.T. RACK SEEARCHITECHURAL DWG'S FORATTACHMENT INFO.NEW I.T. RACK #6 AWG BONDINGCONDUCTOR 7'-0" NEW TELEPHONE BACKBOARD CONTRACTOR SHALL ROUTETEL. CONDUIT TO TELEPHONEBACKBOARD, COORDINATEFINAL LOCATION WITH KANDLORD. TELCOM GROUND BAR #6 AWG GREEN, STRANDED BONDING CONDUCTOR TO LOCAL STEEL. SCALE:E-501 2 TELEPHONE SINGLE LINE DIAGRAM N.T.S. SCALE:E-501 1 SINGLE LINE DIAGRAM N.T.S. A.EQUIPMENT GROUNDING CONDUCTORS SHALL BE PROVIDED IN STRICT COMPLIANCE WITH N.E.C., INCLUDING N.E.C. ARTICLE 250 AND TABLE 250-122. THESE CONDUCTORS MAY NOT BE INDICATED ON RISERS OR SINGLE-LINES, BUT SHALL BE PROVIDED UNDER BASE BID NEVERTHELESS. B.WORKING CLEARANCES SHALL BE PROVIDED FOR ALL ELECTRICAL EQUIPMENT (SWITCHBOARDS, PANELBOARDS, TRANSFORMERS, STARTERS, DISCONNECTS, ETC. AS APPLICABLE) IN STRICT COMPLIANCE WITH N.E.C. CHAPTER 1, PART B, SECTION 110-26(a). LOCATIONS SHOWN ON FLOOR PLANS ARE SCHEMATIC AND DIAGRAMMATIC IN NATURE. THE ELECTRICAL CONTRACTOR SHALL BE RESPONSIBLE FOR ENSURING COMPLIANCE WITH THE ABOVE N.E.C. REFERENCE. THIS REQUIREMENT APPLIES TO EQUIPMENT ON FLOOR PLANS AS WELL AS TO EQUIPMENT SHOWN ON RISER. C.HOLD ALL NEW OVERHEAD ELECTRICAL WORK AS TIGHT AS POSSIBLE TO THE BOTTOM OF THE OVERHEAD STRUCTURE. LOCATE ANY RELATED PULLBOXES SO THAT THEY WILL BE FULLY ACCESSIBLE AFTER ALL CONSTRUCTION WORK IS COMPLETE. AS WITH ALL WORK, COORDINATE IN ADVANCE WITH ALL OTHER TRADES. D.ALL PANELS HAVE NEMA 1 ENCLOSURES UNLESS NOTED OTHERWISE. E.BALANCE ALL PANEL LOADS SO PHASES ARE WITHIN 10% OF EACH OTHERS. F.PROVIDE HACR CIRCUIT BREAKER FOR ALL MOTOR LOADS. GENERAL NOTES 1.EXISTING 100AS/3P/100AF DISCONNECT SWITCH SHALL REMAIN. PROVIDE LABEL ON DISCONNECT SWITCH TO READ "LEGO". LABEL SHALL BE BLACK WITH 1" HIGH WHITE LETTERS 2.EXISTING ELECTRIC METER SHALL REMAIN. CONTACT LOCAL UTILITY TO HAVE SERVICE TRANSFERRED INTO TENANT'S NAME. 3.EXISTING (4)#1 CU AWG & (1)#8 CU AWG GND. IN 1-1/2" CONDUIT. 4.EXISTING PANELBOARD TO REMAIN. REFER TO PANELBOARD SCHEDULE ON THIS SHEET FOR ADDITIONAL INFORMATION. 5.EXISTING (3)#2 CU AWG & (1)#8 CU AWG GND. IN 1-1/4" CONDUIT. 6.EXISTING 75 KVA DRY-TYPE TRANSFORMER TO REMAIN. 7.EXISTING (4)#3/0 CU AWG & (1)#6 CU AWG GND. IN 2" CONDUIT. KEYED NOTES MALL ELECTRICAL ROOM LEGO SPACE GRADE 3 LANDLORD'S SWITCHBOARD 277/480V, 3Ø, 4W M 2 PANEL SCHEDULE LEGEND (EX)=EXISTING BREAKER TO REMAIN. (IG) = ISOLATED GROUND CIRCUIT. (T)=TIME CLOCK CONTROLLED (VIA CONTACTOR). (G)= PROVIDE GROUND-FAULT CIRCUIT INTERRUPTER (GFCI) CIRCUIT BREAKER. PANEL SCHEDULE GENERAL NOTES A. PROVIDE HACR RATED BREAKERS FOR ALL MOTOR LOADS. B. PROVIDE LOCKING TYPE BREAKER (LOCK-ON) FOR ALL LIFE SAFETY AND NIGHT LIGHTING BRANCH CIRCUITS, EVEN IF NOT SPECIFICALLY CALLED OUT CASE-BY-CASE. C. UNLESS INDICATED OTHERWISE ON PLANS OR SCHEDULES, PROVIDE NEW BRANCH OVERCURRENT PROTECTIVE DEVICE (OPD) BREAKER OR FUSED SWITCH, WITH FUSE, AS APPLICABLE) IN CASES WHERE NEW CIRCUITS OR FEEDERS ARE SHOWN CONNECTED TO EXISTING POWER DISTRIBUTION EQUIPMENT. PROVIDE OPD MANUFACTURED BY THE SAME MANUFACTURER AS THE EXISTING EQUIPMENT IN WHICH IT WILL BE INSTALLED. PROVIDE A.I.C. RATINGS THAT MEET OR EXCEED THE RATINGS OF THE EXISTING EQUIPMENT AND OPD's. 1 ALL EXISTING CONDITIONS WERE TAKEN FROM LIMITED VISUAL OBSERVATIONS. IF ANYTHING IS NOT INSTALLED AS SHOWN, NOTIFY THE ARCHITECT AND ENGINEER IMMEDIATELY. EXISTING 75 KVA XFMR EXISTING PANEL A 480/277V 3Ø,4W 100A MLO 42 POLE 4 6 3 EXISTING PANEL B 480/277V 3Ø,4W 200A MCB 42 POLE 4 EXISTING PANEL C 480/277V 3Ø,4W 100A MLO 42 POLE 4 5 7 3 90A 100A NOTE NEUTRAL BUS AMPS VOLTS AIC MAIN BKR LUGSFED FROM MOUNTING ROOM CBCIRCUIT DESCRIPTION LOAD KVA # CKT CIRCUIT DESCRIPTION CKT BKR# CKTCKT BKR A CB LOAD KVA A STANDARD 200 EXISTING 200 208Y/120V 3P 4W SURFACE BOH B XFMR 75kVA 100% 100/3 1.73 20/1 1.221 20/1 |43 1.23.24 20/1 |65 1.20.871 20/1 0.098 20/1 1.287 20/120/1 109 1.080.96 20/120/1 1211 0.720.48 20/1 0.36 20/1 0.361413 20/120/1 1615 0.360.48 20/120/1 1817 0.180.139 20/1 0.304 20/1 0.182019 20/120/1 2221 0.361.08 20/120/1 2423 0.360.36 20/1 0.36 20/1 0.362625 20/120/1 2827 1.080.54 20/120/1 3029 1.080.18 20/1 0.54 20/1 0.183231 20/120/1 3433 0.180.72 20/120/1 3635 0.360.18 20/1 0.18 20/1 0.363837 20/120/1 4039 0.20 20/120/1 4241 00 TOTAL CONNECTED KVA BY PHASE 7.41 11.5 6.11 CONN KVA CONN KVA CALC KVACALC KVA LIGHTING 7.62 9.53 (125%)RECEPTACLES 17.2 13.6 (50%>10) NONCONTINUOUS 0.2 0.2 (100%) TOTAL LOAD 23.3 BALANCED 3-PHASE LOAD 64.7 A (EX) PANEL C (T) STOREFRONT LIGHTING (T) TRACK LIGHTING (T) TRACK TRACK LIGHTING (T) PENDANT LIGHT (T) TRACK TRACK LIGHTING (L) EM/NL LIGHTING (T) BOH LIGHTING (T) RECEPTACLE - SALES FLOOR CONVENIENCE RECEPTACLE IT RACK RECEPTACLE (IG) RECEPTACLE RESTROOM RECEPTACLE TELEPHONE SYSTEM I.T. RACK (G) ELECTRIC WATER CHILLER RECEPTACLE RECEPTACLE - ATTENDANCE REC. SPARE SPARE (T) CINEMA SIGNAGE (T) SIGNAGE (T) SIGNAGE (T) CINEMA SIGNAGE (T) SALES FLOOR RECEPTACLE (T) STOREFRONT RECEPTACLE SALES RECEPTALCE SALES RECEPTALCE RECEPTACLE - STOREFRONT ROOFTOP RECEPTACLE RECEPTACLE - STOREFRONT RECEPTACLE - STOREFRONT RECEPTACLE - STOREFRONT (IG) RECEPTACLE - CASHWRAP (IG) RECEPTACLE - CASHWRAP REFRIGERATOR RECEPTACLE MICROWAVE RECEPTACLE RECEPTACLE - STOREFRONT RECEPTACLE - STOREFRONT LIGHTING CONTACTOR SPARE NOTE NEUTRAL BUS AMPS VOLTS AIC MAIN BKR LUGSFED FROM MOUNTING ROOM CBCIRCUIT DESCRIPTION LOAD KVA # CKT CIRCUIT DESCRIPTION CKT BKR# CKTCKT BKR A CB LOAD KVA A STANDARD MLO EXISTING 100 208Y/120V 3P 4W SURFACE BOH C B 100% 20/1 0.36 20/1 0.1821 20/120/1 43 0.182.05 20/120/1 65 00.871 20/1 1.19 20/1 087 20/120/1 109 01.01 20/120/1 1211 00 20/1 0 20/1 01413 -/120/1 1615 00 -/120/1 1817 00 20/1 0 -/1 02019 -/1-/1 2221 00 -/1-/1 2423 00 -/1 0 -/1 02625 -/1-/1 2827 00 -/1-/1 3029 00 -/1 0 -/1 03231 -/1-/1 3433 00 -/1-/1 3635 00 -/1 0 -/1 03837 -/1-/1 4039 00 -/1-/1 4241 00 TOTAL CONNECTED KVA BY PHASE 1.73 3.24 0.871 CONN KVA CALC KVACALC KVA RECEPTACLES 5.84 5.84 (50%>10)TOTAL LOAD 5.84 BALANCED 3-PHASE LOAD 16.2 A RECEPTACLE - CONV. PLUGMOLD PLUGMOLD PLUGMOLD PLUGMOLD SPARE SPARE SPARE SPARE SPARE SPACE SPACE SPACE SPACE SPACE SPACE SPACE SPACE SPACE SPACE SPACE CONVENIENCE RECEPTACLE WAP RECEPTACLE SPARE SPARE SPARE SPARE SPARE SPACE SPACE SPACE SPACE SPACE SPACE SPACE SPACE SPACE SPACE SPACE SPACE SPACE SPACE NOTE NEUTRAL BUS AMPS VOLTS AIC MAIN BKR LUGSFED FROM MOUNTING ROOM CBCIRCUIT DESCRIPTION LOAD KVA # CKT CIRCUIT DESCRIPTION CKT BKR# CKTCKT BKR A CB LOAD KVA A STANDARD MLO EXISTING 100 480Y/277V 3P 4W SURFACE BOH A 100A DISC.100% 90/3 7.41 20/1 021 20/1 |43 011.5 20/1 |65 06.11 45/3 12.2 20/1 087 20/1 |109 012.2 20/1 |1211 012.2 20/3 1 20/1 01413 20/1 |1615 01 -/1 |1817 01 15/3 3.05 -/1 02019 -/1 |2221 03.05 -/1 |2423 03.05 20/1 0 -/1 02625 -/120/1 2827 00 -/120/1 3029 00 20/1 0 -/1 03231 -/120/1 3433 00 -/1-/1 3635 00 -/1 0 -/1 03837 -/1-/1 4039 00 -/1-/1 4241 00 TOTAL CONNECTED KVA BY PHASE 23.7 27.7 22.4 CONN KVA CONN KVA CALC KVACALC KVA LIGHTING 7.62 9.53 (125%) LARGEST MOTOR 36.6 9.15 (25%) RECEPTACLES 17.2 13.6 (50%>10) CONTINUOUS 3 3.75 (125%) NONCONTINUOUS 9.35 9.35 (100%) HEATING 36.6 36.6 (100%) COOLING 36.6 0 (0%) TOTAL LOAD 81.9 BALANCED 3-PHASE LOAD 98.6 A XFMR XFMR 75kVA WATER HEATER WATER HEATER HP-1 SPARE SPARE SPARE SPARE SPARE SPACE SPACE SPACE SPACE SPARE SPACE SPACE (EX) SPARE (EX) SPARE SPARE SPARE SPARE SPACE SPACE SPACE SPACE SPACE SPACE SPACE SPACE SPACE SPACE SPACE SPACE SPACE FEEDER RACEWAY AND CONDUCTORS NOTE PRIMARY VOLTS FED FROM ROOM CBCIRCUIT DESCRIPTION LOAD KVA # CKT BREAKER TRIP/POLES A AIC SECONDARY VOLTS KVA 480Y/277V 3P 4WBOH XFMR 75kVA A EXISTING 208Y/120V 3P 4W 75 2"C,3#3/0,#3/0N,#6G7.41200/31 11.5 6.11 TOTAL CONNECTED KVA BY PHASE 6.1111.57.41 CONN KVA CONN KVA CALC KVACALC KVA LIGHTING 7.62 9.53 (125%)RECEPTACLES 17.2 13.6 (50%>10) NONCONTINUOUS 0.2 0.2 (100%) TOTAL LOAD 23.3 BALANCED 3-PHASE LOAD 64.7 A (EX) PANEL B 4850 SMITH ROAD, STE. 101 C I N C I N N A T I , O H 4 5 2 1 2 5 1 3 .9 0 1 .0 0 4 0 W W W .M A R Q U E E N G .C O M REV. A B C D E F G H J K L M N P 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 181716151413121110987654321 SHEET TITLE DATE DESCRIPTION THE SHOPS AT SANTA ANITA SHEET NO. 400 S BALDWIN AVE UNIT D9 ARCADIA, CA 91007 LEGO Nelco Architecture, Inc. 201 EAST 4TH STREET SUITE 17 CINCINNATI, OH 45202 513.241.3000 WWW.NELSONWORLDWIDE.COM NELSON PROJECT NUMBER: 24.0002536.000 AUTHORIZED FOR: LANDLORD REVIEW SET- BID & PERMIT SET-12 / 16 / 2024 12 / 16 / 2024 PERMIT SUBMITTAL BLDG DEPT RESPONSE102 / 28 / 2025 BLDG DEPT RESPONSE204 / 25 / 2025 COPYRIGHT NOTICE 2025 MARQUE ENGINEERING LLC THIS PLAN IS PROTECTED UNDER FEDERAL COPYRIGHTS LAWS. THE ORIGINAL PURCHASER IS AUTHORIZED TO CONSTRUCT WITH THIS PLAN FOR ONLY ONE TIME. REUSE OR CHANGE OF THIS PLAN IS PROHIBITED. ALL IDEAS, DESIGNS, ARRANGEMENTS, AND PLANS INDICATED HEREIN ARE OWNED BY AND THE PROPERTY OF MARQUE ENGINEERING LLC. NOTHING ON THESE PLANS SHALL BE REUSED WITHOUT THE WRITTEN PERMISSION OF MARQUE ENGINEERING LLC. IF PLANS ARE NOT PRESENTED FOR PERMIT REVIEW WITHIN 120 DAYS OF ENGINEER SIGNATURE THIS SHEET IS VOID AND WILL NEED TO BE UPDATED BY THE ENGINEER OF RECORD.E-501 ELECTRICAL DETAILS AND SCHEDULES Working Drawing Review These Drawings have been reviewed for general design intent only. All actual field condi�ons are required to be verified by the Tenants Architect and/ or Contractor. Tenants are responsible for complying with all government regula�ons. One (1) copy of this Landlord stamped set of drawings is required to be always kept on the job site. Conditional approval as noted* *ADD NOTE: Protect in place all existing fireproofing on steel columns and beams and patch repair any damage to maintain the fire rating. *ADD NOTE: Protect in place utilities running through the space that service the mall or other tenants in place (including electrical, data and water line.) *ADD NOTE: Protect in place ducting running through the space that service the mall or other tenants in place. *Contractor to hire Landlord mandatory subs including roof, fire sprinkler, fire alarm, structural architect. *HVAC replaced 5/2025 Riderwood USA, Inc. Signed Fernando De Santiago Date 5/5/2025 4850 SMITH ROAD, STE. 101 C I N C I N N A T I , O H 4 5 2 1 2 5 1 3 .9 0 1 .0 0 4 0 W W W .M A R Q U E E N G .C O M REV. A B C D E F G H J K L M N P 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 181716151413121110987654321 SHEET TITLE DATE DESCRIPTION THE SHOPS AT SANTA ANITA SHEET NO. 400 S BALDWIN AVE UNIT D9 ARCADIA, CA 91007 LEGO Nelco Architecture, Inc. 201 EAST 4TH STREET SUITE 17 CINCINNATI, OH 45202 513.241.3000 WWW.NELSONWORLDWIDE.COM NELSON PROJECT NUMBER: 24.0002536.000 AUTHORIZED FOR: LANDLORD REVIEW SET- BID & PERMIT SET-12 / 16 / 2024 12 / 16 / 2024 PERMIT SUBMITTAL BLDG DEPT RESPONSE102 / 28 / 2025 BLDG DEPT RESPONSE204 / 25 / 2025 COPYRIGHT NOTICE 2025 MARQUE ENGINEERING LLC THIS PLAN IS PROTECTED UNDER FEDERAL COPYRIGHTS LAWS. THE ORIGINAL PURCHASER IS AUTHORIZED TO CONSTRUCT WITH THIS PLAN FOR ONLY ONE TIME. REUSE OR CHANGE OF THIS PLAN IS PROHIBITED. ALL IDEAS, DESIGNS, ARRANGEMENTS, AND PLANS INDICATED HEREIN ARE OWNED BY AND THE PROPERTY OF MARQUE ENGINEERING LLC. NOTHING ON THESE PLANS SHALL BE REUSED WITHOUT THE WRITTEN PERMISSION OF MARQUE ENGINEERING LLC. IF PLANS ARE NOT PRESENTED FOR PERMIT REVIEW WITHIN 120 DAYS OF ENGINEER SIGNATURE THIS SHEET IS VOID AND WILL NEED TO BE UPDATED BY THE ENGINEER OF RECORD.E-701 ENERGY COMPLIANCE Working Drawing Review These Drawings have been reviewed for general design intent only. All actual field condi�ons are required to be verified by the Tenants Architect and/ or Contractor. Tenants are responsible for complying with all government regula�ons. One (1) copy of this Landlord stamped set of drawings is required to be always kept on the job site. Conditional approval as noted* *ADD NOTE: Protect in place all existing fireproofing on steel columns and beams and patch repair any damage to maintain the fire rating. *ADD NOTE: Protect in place utilities running through the space that service the mall or other tenants in place (including electrical, data and water line.) *ADD NOTE: Protect in place ducting running through the space that service the mall or other tenants in place. *Contractor to hire Landlord mandatory subs including roof, fire sprinkler, fire alarm, structural architect. *HVAC replaced 5/2025 Riderwood USA, Inc. Signed Fernando De Santiago Date 5/5/2025 DIVISION 23 MECHANICAL SPECIFICATIONS 23 05 01 COMMON REQUIREMENTS FOR HVAC ALL MECHANICAL WORK AND TESTS SHALL BE DONE IN STRICT ACCORDANCE WITH THE LATEST STATE, COUNTY, AND LOCAL REGULATIONS, LAWS, AND ORDINANCES WHICH MAY BE APPLICABLE. BEFORE SUBMITTING A BID, EXAMINE DOCUMENTS OF ALL OTHER TRADES, VISIT THE SITE AND GET ACQUAINTED WITH ALL CONDITIONS THAT MAY IN ANY WAY AFFECT THE EXECUTION OF THIS CONTRACT. TAKE MEASUREMENTS AND BE RESPONSIBLE FOR EXACT SIZE AND LOCATIONS OF ALL OPENINGS REQUIRED. VERIFY INSTALLATION MAY BE MADE IN COMPLETE ACCORDANCE WITH ALL PERTINENT CODES AND REGULATIONS. IN THE EVENT OF DISCREPANCY, IMMEDIATELY NOTIFY THE PROFESSIONAL ENGINEER OF RECORD. DO NOT PROCEED WITH THE INSTALLATION IN AREAS OF DISCREPANCY UNTIL ALL SUCH DISCREPANCIES HAVE BEEN FULLY RESOLVED. IT IS NOT THE INTENT OF THE DRAWINGS THAT EXISTING CONDITIONS BE ACCURATELY SHOWN. EXISTING MECHANICAL WORK IS SHOWN TO LIMITED EXTENT ON DRAWINGS AND IS SHOWN FOR GENERAL REFERENCE ONLY. LOCATIONS AND INFORMATION WERE DERIVED FROM CURSORY SITE VISUAL OBSERVATIONS OR FROM DOCUMENTS THAT WERE PREPARED FOR PREVIOUSLY INSTALLED WORK WHEN AVAILABLE. THE WORK COVERED BY THESE SPECIFICATIONS SHALL CONSIST OF PROVIDING ALL NEW MATERIAL, LABOR, EQUIPMENT, AND SERVICES NECESSARY FOR A COMPLETE MECHANICAL INSTALLATION AS SPECIFIED HEREIN. WORK IN THIS SECTION INCLUDES, BUT IS NOT LIMITED TO THE FOLLOWING ITEMS: ·AIR HANDLING UNITS ·HEAT PUMPS ·TOILET EXHAUST FANS ·LOW VOLTAGE THERMOSTATS ·DUCT ·DAMPERS ·DIFFUSERS, REGISTERS, AND LOUVERS WHENEVER THE WORDS "CONTRACTOR" APPEAR ON MECHANICAL DRAWINGS OR IN THESE SPECIFICATIONS, IT SHALL REFER TO THE MECHANICAL SUB-CONTRACTOR. WHENEVER THE WORD "PROVIDE" APPEARS IN THESE DOCUMENTS, IT SHALL BE INTERPRETED TO MEAN "FURNISH AND INSTALL". COORDINATE ALL WORK WITH THE OWNER TO MINIMIZE INTERRUPTION OF BUILDING OPERATION. COORDINATE THE INSTALLATION OF MECHANICAL ITEMS WITH THE SCHEDULES FOR WORK OF ALL OTHER TRADES TO PREVENT UNNECESSARY DELAYS IN THE TOTAL WORK. THIS CONTRACTOR SHALL VERIFY AND SATISFY HIMSELF THAT ALL EQUIPMENT FURNISHED WILL PROPERLY FIT IN THE SPACE PROVIDED, THAT IT WILL FUNCTION PROPERLY, AND THAT ALL PARTS OF EQUIPMENT REQUIRING SERVICE ARE READILY ACCESSIBLE. ALL PIPING SHALL BE RUN PARALLEL OR PERPENDICULAR TO BUILDING WALLS AND FRAMING SYSTEM. ALL VERTICAL RUNS SHALL BE HELD AGAINST WALLS, COLUMNS, ETC., AS POSSIBLE TO PERMIT MAKING OF PIPE JOINTS. CONTRACTOR SHALL PROVIDE A GUARANTEE IN WRITTEN FORM STATING THAT ALL WORK SHALL BE FREE OF DEFECTS OR ERRORS, AND ALL EQUIPMENT, MATERIALS, OR PARTS FOR A PERIOD OF ONE YEAR FROM THE DATE OF OWNER'S FINAL ACCEPTANCE AND SHALL REPAIR, REVISE OR REPLACE AT NO COST TO THE OWNER ANY SUCH DEFECTS OCCURRING WITHIN THE GUARANTEE PERIOD. CONTRACTOR SHALL ALSO STATE IN WRITTEN FORM THAT ANY ITEMS OR OCCURRENCES ARISING DURING THE GUARANTEE PERIOD WILL BE ATTENDED TO IN A TIMELY MANNER AND WILL IN NO CASE EXCEED THREE (3) WORKING DAYS FROM DATE OF NOTIFICATION BY OWNER. PROVIDE A COMPLETE INSTALLATION IN CONFORMANCE WITH THE FOLLOWING STANDARDS. AGA:AMERICAN GAS ASSOCIATION ASHRAE:AMERICAN SOCIETY OF HEATING, REFRIGERATING AND AIR CONDITIONING ENGINEERS NFPA:NATIONAL FIRE PROTECTION ASSOCIATION SMACNA:SHEET METAL AND AIR CONDITIONING CONTRACTORS NATIONAL ASSOCIATION. STATEWIDE BUILDING CODE INTERNATIONAL MECHANICAL CODE CONTRACTOR SHALL DO ALL CUTTING AND PATCHING REQUIRED FOR INSTALLATION OF THIS WORK. ALL OPENINGS IN WALLS, FLOORS OR CEILINGS SHALL BE PROPERLY SEALED AND RESTORED IN KIND. FLASH AND COUNTERFLASH AT ROOF OPENINGS. ALL EQUIPMENT SHALL BE LISTED AND LABELED, UNLESS OTHERWISE APPROVED. ALL WIRING SHALL MEET THE REQUIREMENTS LISTED IN THE ELECTRICAL SPECIFICATIONS. ALL CONTROL AND INTERLOCK WIRING AND CONDUIT (120V OR 24V) SHALL BE BY THE MECHANICAL CONTRACTOR. EQUIPMENT SHALL BE INSTALLED IN ACCORDANCE WITH THE CONDITIONS OF LISTING AND THE MANUFACTURER'S INSTALLATION INSTRUCTIONS AND THIS CODE. CLEANING: THIS CONTRACTOR SHALL REMOVE FROM THE PREMISES ALL ACCUMULATION OF DIRT, DEBRIS, WASTE MATERIALS AND RUBBISH CAUSED BY HIS EMPLOYEES OR WORK, AT LEAST ONCE A WEEK, EXCEPT THAT COMBUSTIBLE MATERIALS SHALL BE REMOVED DAILY. DURING PROGRESS OF THE WORK, MAINTAIN ON DRAWINGS AT THE SITE, AN ACCURATE RECORD OF THE INSTALLATION OF THE MECHANICAL SYSTEM, INDICATING ALL ITEMS WHICH HAVE BEEN CHANGED OR ADDED. APPLY FOR AND PAY FOR ALL PERMITS AND INSPECTIONS REQUIRED BY LOCAL AUTHORITY, FOR THE APPROVAL OF WORK. A CERTIFICATE OF FINAL INSPECTION AND APPROVAL SHALL BE SUBMITTED WITH THE CONTRACTOR'S REQUEST FOR FINAL PAYMENT. NO FINAL PAYMENT WILL BE APPROVED WITHOUT THIS CERTIFICATE. GUARANTEE ALL WORKMANSHIP, MATERIAL, AND EQUIPMENT AND REPLACE ANY FOUND DEFECTIVE WORK WITHOUT COST TO THE OWNER, FOR A PERIOD OF ONE YEAR AFTER FINAL ACCEPTANCE. EXISTING CONDITIONS DO NOT REUSE REMOVED MECHANICAL MATERIALS UNLESS SPECIFICALLY INDICATED ON DRAWINGS. EXISTING SYSTEMS MAY BE UTILIZED ONLY TO THE EXTENT INDICATED ON DRAWINGS. IF REQUIRED TO ACCOMMODATE CONSTRUCTION RELATED ACTIVITIES TEMPORARILY REMOVE, STORE IN PROTECTED LOCATION ON SITE, AND REINSTALL CONFLICTING MECHANICAL EQUIPMENT, OR DEVICES THAT ARE TO REMAIN OR TO BE RELOCATED. WHERE THE TERM “DEMOLITION” IS USED HEREIN, INTERPRET IT TO MEAN “DEMOLITION” OR “SELECTIVE DEMOLITION” WHERE APPLICABLE. PROVIDE MECHANICAL DEMOLITION WORK AS REQUIRED TO ACCOMMODATE PROJECT DEMOLITION AND AS REQUIRED TO ACCOMMODATE NEW CONSTRUCTION. DISCONNECT AND REMOVE WORK TO BE ABANDONED, AND AS REQUIRED TO ACCOMMODATE WORK OF OTHER TRADES, IN AREAS AFFECTED BY THIS PROJECT. LEGALLY DISPOSE OF MATERIALS TO SALVAGED OR RETAINED. 23 05 03 SUBMITTALS FOR MECHANICAL SYSTEMS DESIGN BASIS MANUFACTURERS OF MATERIAL AND EQUIPMENT ARE SPECIFIED AND PLANS ARE DETAILED ACCORDING TO THIS MATERIAL. CONTRACTOR SHALL BASE HIS BID ON FURNISHING AND INSTALLING THIS MAKE OF MATERIAL AND EQUIPMENT. AN ACCEPTABLE MANUFACTURER'S NAME AND MODEL NUMBER OF A PRODUCT MAY BE PROVIDED IN THESE DOCUMENTS. THIS IS THE EQUIPMENT INCLUDED DURING THE DESIGN PROCESS AND FORMS THE BASIS OF A STANDARD OF QUALITY. WHERE MORE THAN ONE MAKE OF MATERIAL OR EQUIPMENT IS SPECIFIED, THE CONTRACTOR SHALL STATE IN HIS BID WHICH MAKE HE PROPOSES TO FURNISH AND INSTALL. SHOP DRAWING APPROVAL SHALL BE OBTAINED PRIOR TO SHIPMENT OF EQUIPMENT. VERIFY THE MODEL NUMBER OR PRODUCT IS STILL ACCURATE AND MEETS ALL REQUIREMENTS SHOWN ON THE DRAWINGS. IF THERE IS A DISCREPANCY BETWEEN THE REQUIREMENTS AND THE PRODUCT OR MODEL NUMBER, THE STRICTER OF THE TWO SHALL GOVERN. SUBMIT SHOP DRAWINGS AND/OR PRODUCT DATA (ELECTRONIC COPIES) ON THE FOLLOWING ITEMS FOR REVIEW BEFORE FABRICATION OR SHIPMENT: ·AIR HANDLING UNITS ·HEAT PUMPS ·TOILET EXHAUST FANS ·LOW VOLTAGE THERMOSTATS ·DUCT ·DAMPERS ·DIFFUSERS, REGISTERS, AND LOUVERS MAINTENANCE MANUALS: THE MANUALS SHALL INCLUDE WIRING DIAGRAMS, MAINTENANCE AND OPERATING INSTRUCTIONS, PARTS LISTINGS, AND COPIES OF OTHER SUBMITTALS INDICATED FOR INCLUSION. REVIEW AND CORRECTIONS OR COMMENTS MADE ON SHOP DRAWINGS, PRODUCT DATA: CATALOGS, CUT SHEETS, CHARTS, AND OTHER ITEMS DURING CONSTRUCTION PHASE SUBMITTAL REVIEW DO NOT RELIEVE CONTRACTOR FROM COMPLIANCE WITH REQUIREMENTS OF THE CONTRACT DOCUMENTS, FOR PROVIDING A COMPLETE AND FUNCTIONING PROJECT, NOR SHALL THEY RELIEVE CONTRACTOR FROM RESPONSIBILITY FOR DEVIATIONS OR ERRORS OF ANY SORT. THIS REVIEW IS FOR THE LIMITED PURPOSE OF CHECKING FOR CONFORMANCE WITH INFORMATION GIVEN AND THE DESIGN CONCEPT EXPRESSED IN THE CONTRACT DOCUMENTS. CONTRACTOR REMAINS RESPONSIBLE FOR DETERMINING THE ACCURACY AND COMPLETENESS OF OTHER DETAILS SUCH AS DIMENSIONS AND QUANTITIES, FOR SUBSTANTIATING INSTRUCTIONS FOR INSTALLATIONS, VERIFYING MATERIALS REQUIRED, OBTAINING FIELD MEASUREMENTS AND RELATED CRITERIA, COORDINATING WORK WITH OTHER DISCIPLINES AND PERFORMING WORK IN COMPLIANCE WITH THE CONTRACT DOCUMENTS. ANY CHANGES TO ITEMS SPECIFIED MUST BE SUBMITTED IN WRITING AS A SUBSTITUTION, WITH COMPLETE DOCUMENTATION OF PRICE DIFFERENTIAL AND EQUIPMENT DETAILS. ANY SUBSTITUTIONS PROVIDED SHALL BE REVIEWED AT MARQUE ENGINEERING'S HOURLY RATES. REVIEW SHALL BE PAID FOR BY THE CONTRACTOR TO MARQUE ENGINEERING AT NO COST TO THE OWNER. BY USING PRE-APPROVED SUBSTITUTIONS, THE CONTRACTOR ACCEPTS ALL RESPONSIBILITY AND ASSOCIATED COSTS FOR ALL REQUIRED MODIFICATIONS TO THE CONTRACT DOCUMENTS TO INCLUDE BUT NOT LIMITED TO MATERIAL OR EQUIPMENT COSTS FOR THEIR OR OTHER TRADES, AND ENSURING THAT SUBSTITUTED MATERIALS AND EQUIPMENT TO BE FURNISHED FIT INTO SPACE AVAILABLE. EXTENSIVE REVISIONS NECESSITATED TO THE CONTRACT DOCUMENTS, OR SUBSTITUTION ACTIONS RELATED TO ANY SPECIFIED PRODUCT NOT ABLE TO BE PROVIDED DUE TO A FAILURE TO COMMENCE WORK, RELEASE PRODUCT OR COORDINATE CONSTRUCTION ACTIVITIES SHALL BE PROVIDED AT MARQUE ENGINEERING'S HOURLY RATES. COSTS SHALL BE BORN BY THE CONTRACTOR AT NO COST TO THE OWNER. 23 05 29 HANGERS AND SUPPORTS SUPPORT ALL PIPING, DUCTWORK AND EQUIPMENT BY HANGERS OR BRACKETS. FURNISH STRUCTURAL STEEL MEMBERS WHERE REQUIRED TO SUPPORT PIPING AND EQUIPMENT. NO PORTION OF PIPING OR VALVES SHALL BE SUPPORTED BY EQUIPMENT. DUCTWORK - SUPPORT BY MEANS OF HANGERS AS FOLLOWS: DUCT WIDTH 30 OR LESS HANGER SIZE (16 GAUGE) TYPE MAX. SPACING 8 A PAIR OF HANGERS SHALL BE LOCATED AT EVERY TRANSVERSE JOINT AND ELSEWHERE ACCORDING TO THE TABLE. 23 05 93 HVAC SYSTEM TESTING , ADJUSTING AND BALANCING FOR HVAC ALL SYSTEMS AND EQUIPMENT SHALL BE CAREFULLY ADJUSTED TO PROVIDE COMFORTABLE AND UNIFORM CONDITIONS IN EACH AND EVERY SPACE TO THE OWNER'S SATISFACTION. PROVIDE ANY REQUIRED DRIVES TO SATISFY QUANTITIES INDICATED. PROVIDE A CERTIFIED AIR BALANCE OF THE DIFFUSERS AND AIR HANDLERS. AIR SYSTEM: AIR BALANCE AND TESTING SHALL NOT BEGIN UNTIL THE SYSTEM HAS BEEN COMPLETED AND IS IN FULL WORKING ORDER. CONTRACTOR SHALL PUT ALL HEATING, VENTILATING AND AIR CONDITIONING SYSTEM AND EQUIPMENT INTO FULL OPERATION AND SHALL CONTINUE THE OPERATION OF SAME DURING EACH WORKING DAY OF TESTING AND BALANCING. CONTRACTOR SHALL SUBMIT WITHIN 30 DAYS AFTER RECEIPT OF CONTRACT, COPIES OF SUBMITTAL DATA FOR THE TESTING AND BALANCING OF THE AIR CONDITIONING, HEATING, AND VENTILATING SYSTEMS. THE AIR BALANCE AND TESTING AGENCY SHALL PROVIDE PROOF OF HAVING SUCCESSFULLY COMPLETED AT LAST FIVE PROJECTS OF SIMILAR SIZE AND SCOPE. CONTRACTOR SHALL PROCURE THE SERVICES OF AN INDEPENDENT AIR BALANCE AND TESTING AGENCY, APPROVED BY THE ENGINEER, AND A MEMBER OF AABC OR NEBB, WHICH SPECIALIZES IN THE BALANCING AND TESTING OF HEATING VENTILATION AND AIR CONDITIONING SYSTEMS, TO BALANCE, ADJUST AND TEST AIR MOVING EQUIPMENT AND AIR DISTRIBUTION OR EXHAUST SYSTEMS AS HEREIN SPECIFIED. ALL WORK BY THIS AGENCY SHALL BE DONE UNDER THE DIRECT SUPERVISION OF A QUALIFIED HEATING AND VENTILATING ENGINEER EMPLOYED BY THIS AGENCY. ALL INSTRUMENTS USED BY THIS AGENCY SHALL BE ACCURATELY CALIBRATED AND MAINTAINED IN GOOD WORKING ORDER. 23 07 13 DUCT INSTALLATION INSULATE ALL SUPPLY, DIFFUSER PLENUMS, AND OUTSIDE AIR DUCTWORK OF ALL UNITS WITH OWENS CORNING "ALL SERVICE DUCT WRAP" TYPE 150 GLASS FIBER INSULATION UNLESS OTHERWISE NOTED. INSULATION SHALL BE 1-1/2" THICK (2" THICK FOR SUPPLY AND RETURN IN TRUSS SPACE). 1.5 PCF. DENSITY WITH FRK JACKET .002 THICK REINFORCED ALUMINUM FOIL VAPOR BARRIER. INSULATION SHALL CONFORM TO NFPA 90A AND 90B PER ASTM E-84 FOR FLAME SPREAD AND SMOKE DEVELOPED RATING. INSULATE ALL EXTERIOR SUPPLY AND RETURN DUCTWORK WITH RIGID FIBERGLASS BOARD INSULATION WITH OUTDOOR JACKET. INSULATION SHALL BE 2" THICK WITH A 'K' VALUE OF 0.23 AT 75 F. INSTALL ON DUCTWORK USING IMPALE ANCHORS AND WIRES. SEAL VAPOR BARRIER WITH VAPOR BARRIER ADHESIVE. PROVIDE INSULATION ON ALL CONCEALED SUPPLY, RETURN DUCTWORK. ALL LINERS, INSULATION AND ADHESIVES SHALL HAVE A FLAME SPREAD INDEX NOT MORE THAN 25 AND A SMOKE DEVELOPED INDEX OF NOT MORE THAN 50. RIGID FIBERGLASS DUCTWORK INSULATION: GLASS FIBERS BONDED WITH A THERMOSETTING RESIN. COMPLY WITH ASTM C 612, TYPE IB, WITHOUT FACING AND WITH VAPOR BARRIER ALL-SERVICE JACKET MANUFACTURED FROM KRAFT PAPER, REINFORCING SCRIM, ALUMINUM FOIL, AND VINYL FILM. INSULATION SHALL HAVE A MINIMUM R VALUE AS REQUIRED BY CODE. FLEXIBLE FIBERGLASS DUCTWORK INSULATION: GLASS FIBERS BONDED WITH A THERMOSETTING RESIN. COMPLY WITH ASTM C 553, TYPE II, WITHOUT FACING AND WITH VAPOR BARRIER ALL-SERVICE JACKET MANUFACTURED FROM KRAFT PAPER, REINFORCING SCRIM, ALUMINUM FOIL, AND VINYL FILM. INSULATION SHALL HAVE A MINIMUM R VALUE AS REQUIRED BY CODE. VAPOR BARRIER MATERIAL FOR DUCTWORK: PAPER-BACKED ALUMINUM-FOIL, EXCEPT AS OTHERWISE INDICATED; STRENGTH AND PERMEABILITY RATING EQUIVALENT TO FACTORY-APPLIED VAPOR BARRIERS ON ADJOINING DUCTWORK INSULATION, WHERE AVAILABLE; WITH FOLLOWING ADDITIONAL CONSTRUCTION CHARACTERISTICS: HIGH PUNCTURE RESISTANCE: LOW VAPOR TRANSMISSION (FOR DUCTS IN EXPOSED AREAS: MECH. ROOMS, ETC.) MODERATE PUNCTURE RESISTANCE: MEDIUM VAPOR TRANSMISSION (FOR DUCTS IN CONCEALED AREAS). INSTALLATION IS NOT PERMITTED ABOVE DRYWALL CEILINGS AND INACCESSIBLE CEILINGS. 23 09 93 SEQUENCE OF OPERATION AIR HANDLING UNIT STARTUP THE UNIT SHALL OPERATE ON A 7 DAY/NIGHT PROGRAMMABLE THERMOSTAT. DURING STARTUP, THE FAN SHALL RUN WITH THE DAMPERS IN THE FULL RECIRCULATION POSITION. PROVIDE OCCUPIED CHANGEOVER SEQUENCE WITH OPTIMUM START FUNCTION. WHEN THE RETURN AIR TEMPERATURE REACHES OCCUPIED SETPOINT (ADJUSTABLE), THE MINIMUM OUTSIDE AIR DAMPER SHALL OPEN TO THE CONTROLLED MINIMUM OUTDOOR AIR POSITION. SUPPLY FAN CONTROL THE SUPPLY FAN SPEED SHALL BE CONSTANT AND SET TO THE REQUIRED CFM. SPACE TEMPERATURE CONTROL PROVIDE LOCAL WALL MOUNTED ROOM TEMPERATURE THERMOSTAT WITH DIGITAL DISPLAY OF ROOM TEMPERATURE AND SETPOINT (+/- DEG. F. ADJUSTABLE), AND OVERRIDE FEATURE. MINIMUM OUTSIDE AIR CONTROL DURING OCCUPIED MODE THE MINIMUM OUTSIDE AIR DAMPER SHALL BE OPEN. PROVIDE MOTORIZED OUTDOOR AIR DAMPER. ECONOMIZER CONTROL DRY BULB CONTROLLED ECONOMIZER: OPERATED TO AUTOMATICALLY USE OUTDOOR AIR FOR "FREE COOLING" WHEN OUTDOOR AIR TEMPERATURE IS AT ACCEPTABLE LEVELS. AUTOMATICALLY MODULATED OUTDOOR AND RETURN AIR DAMPERS MAINTAIN PROPER DISCHARGE AIR TEMPERATURE INTO THE CONDITIONED SPACE. ADJUSTABLE MINIMUM POSITION CONTROL IS STANDARD. ECONOMIZER SHALL HAVE POWERED OR BAROMETRIC RELIEF, AS SCHEDULED. COOLING CONTROL COOLING SHALL BE CONTROLLED TO MAINTAIN SPACE TEMPERATURE SETPOINT. ON A CALL FOR COOLING THE HEATING SHALL BE OFF. ON A FURTHER CALL FOR COOLING, ENABLE THE ECONOMIZER MODE. ON A FURTHER CALL FOR COOLING, DISABLE THE ECONOMIZER MODE AND THE MECHANICAL COOLING SHALL BE STAGED ON. HEATING CONTROL HEATING SHALL BE CONTROLLED TO MAINTAIN SPACE TEMPERATURE SETPOINT. ON A CALL FOR HEATING, THE MECHANICAL COOLING SHALL BE OFF. ON A FURTHER CALL FOR HEATING, THE ECONOMIZER MODE SHALL BE DISABLED. ON A FURTHER CALL FOR HEATING THE GAS HEATING SHALL BE STAGED ON. DEHUMIDIFICATION PROVIDE HOT GAS REHEAT FOR DEHUMIDIFICATION. PROVIDE SPACE HUMIDITY SENSOR. WHEN THE SPACE HUMIDITY RISES ABOVE 60% (ADJUSTABLE), PROVIDE FULL COOLING AND MODULATE THE HOT GAS REHEAT TO MAINTAIN SPACE TEMPERATURE SETPOINT. WHEN THE SPACE HUMIDITY REACHES SETPOINT, RESUME WITH NORMAL HEATING & COOLING OPERATION. SMOKE DETECTOR WHEN THE SMOKE DETECTOR IS ALARMED, THE SYSTEM SHALL BE ALARMED AND THE AIR HANDLER SHALL FAIL SAFE WITH MANUAL RESET. ELECTRICAL CONTRACTOR SHALL FURNISH, HVAC CONTRACTOR SHALL MOUNT & ELECTRICAL CONTRACTOR SHALL WIRE A UL LISTED PHOTOELECTRIC SMOKE DETECTOR PER LOCAL CODE AUTHORITY HAVING JURISDICTION. UNOCCUPIED MODE DURING THE UNOCCUPIED MODE OF OPERATION, THE AHU SHALL GO INTO NIGHT SETBACK MODE. AT NIGHT SETBACK/SHUTDOWN THE AHU SHALL GO TO FAIL SAFE POSITION. FAIL SAFE POSITION IS DEFINED BY THE FOLLOWING: THE SUPPLY FAN IS OFF, THE OUTDOOR AIR INTAKE DAMPER IS CLOSED, THE HEATING IS OFF AND THE MECHANICAL COOLING IS OFF. THE SUPPLY FAN SHALL CYCLE IN CONJUNCTION WITH EITHER THE HEATING OR COOLING SYSTEM TO MAINTAIN A MINIMUM/MAXIMUM SPACE TEMPERATURE DEPENDING ON THE SEASON. LOW VOLTAGE THERMOSTATS SHALL BE PROVIDED AND WIRED BY THE HVAC CONTRACTOR. ELECTRICAL CONTRACTOR SHALL PROVIDE 4” SQUARE X 1- 1/2” DEEP WALL OUTLET BOXES (WITH SINGLE-GANG RINGS) FOR ALL THERMOSTATS/SENSORS. ELECTRICAL CONTRACTOR SHALL PROVIDE ONE 3/4” EMPTY CONDUIT FROM EACH THERMOSTAT/SENSOR LOCATION, TURNED OUT ABOVE ACCESSIBLE CEILINGS (IN JOIST SPACE OR AGAINST OVERHEAD SLAB/DECK). HVAC/TEMPERATURE CONTROL CONTRACTOR SHALL PROVIDE ALL OTHER NECESSARY CONDUIT, RACEWAY AND WIRING RELATED WORK. CONDUIT SHALL BE IDENTIFIED IN CEILING CAVITY AND SHALL BE PROVIDED WITH SWEEP BENDS, BUSHINGS AND DRAGLINE. EXHAUST FANS SHALL BE TIED TO LIGHT SWITCH, WHICH SHALL BE FURNISHED, INSTALLED AND WIRED BY ELECTRICAL CONTRACTOR. WHEN ACTIVATED, EXHAUST FAN MOTOR DAMPER SHALL OPEN AND FAN SHALL START. ALL DUCT SMOKE DETECTORS, FOR SMOKE DETECTORS,WILL BE FURNISHED PROVIDED AND WIRED BY ELECTRICAL CONTRACTOR, INSTALLED BY THE HVAC CONTRACTOR, AND WIRED BY THE ELECTRICAL CONTRACTOR PER LOCAL CODES. HVAC CONTRACTOR WILL INTERLOCK FAN WITH SMOKE DETECTOR. MOTOR OPERATED DAMPERS: ALL FRESH AIR INTAKES AND EXHAUST LOUVERS SHALL HAVE MOTOR OPERATED DAMPERS. DAMPERS SHALL BE LOW LEAK WITH BLADE AND EDGE SEALS. 24 V MOTOR OPERATED DAMPERS SHALL BE PROVIDED AND WIRED BY THE MECHANICAL CONTRACTOR, UNLESS OTHERWISE NOTED. PROVIDE ALL NECESSARY TRANSFORMERS, CONTACTORS, CONTROLS AND WIRING FOR INTERLOCKING EQUIPMENT TO MOTOR OPERATED DAMPERS. 23 22 00 CONDENSATE DRAIN PIPING INSTALL TRAP AT EVAPORATOR COIL DRAIN. EXTEND DRAIN LINE FROM COIL TRAP TO DRAIN. PIPING SHALL BE STANDARD WEIGHT, PVC PIPE AND FITTINGS AND WITH JOINTS OF PVC SOLVENT CEMENT. PROVIDE CLEANOUTS THROUGHOUT RUN AND AT TOPS OF TRAPS. 23 30 00 AIR DISTRIBUTION SYSTEM CEILING AIR DIFFUSERS: SQUARE:SQUARE HOUSING, CORE OF SQUARE CONCENTRIC LOUVERS, SQUARE OR ROUND DUCT CONNECTION. LINEAR: EXTRUDED ALUMINUM CONTINUOUS SLOT, SINGLE OR MULTIPLE. DIFFUSER MOUNTINGS: SURFACE MOUNT: DIFFUSER SHALL HAVE ROLLED EDGE BELOW FINISHED CEILING FOR SURFACE MOUNTING OR DIFFUSER SHALL BE FURNISHED WITH ACCESSORY PLASTER FRAME. LAY-IN: DIFFUSER HOUSING SIZED TO FIT BETWEEN CEILING EXPOSED SUSPENSION TEE BARS AND REST ON TOP SURFACE OF TEE BAR. DIFFUSER ACOUSTIC PERFORMANCE: NC LESS THAN OR EQUAL TO 30 DIFFUSER ACCESSORIES: PLASTER RING: PERIMETER RING DESIGNED TO ACT AS PLASTER STOP AND DIFFUSER ANCHOR. DIFFUSER FINISHES: WHITE ENAMEL: SEMI-GLOSS WHITE ENAMEL PRIME FINISH. CEILING AND WALL REGISTERS & GRILLES: STEEL CONSTRUCTION: MANUFACTURER'S STANDARD STAMPED SHEET STEEL FRAME AND ADJUSTABLE BLADES. REGISTER AND GRILLE FINISHES: WHITE ENAMEL: SEMI-GLOSS WHITE ENAMEL PRIME FINISH. REGISTER AND GRILLE ACOUSTIC PERFORMANCE: NC LESS THAN OR EQUAL TO 30 23 31 13 METAL DUCTS CONSTRUCTION, INSTALLATION AND SUPPORT OF ALL DUCTWORK SHALL CONFORM TO THE LATEST EDITION OF SMACNA "HVAC DUCT CONSTRUCTION STANDARD -METAL AND FLEXIBLE". ASSEMBLE AND INSTALL DUCTWORK IN ACCORDANCE WITH RECOGNIZED INDUSTRY PRACTICES TO ACHIEVE AIR-TIGHT (5% LEAKAGE FOR SYSTEMS RATED 3" AND UNDER; 1% FOR SYSTEMS RATED OVER 3") AND NOISELESS (NO OBJECTIONABLE NOISE) SYSTEMS. INSTALL EACH RUN WITH MINIMUM NUMBER OF JOINTS. ALIGN DUCTWORK ACCURATELY AT CONNECTIONS, WITHIN 1/8" MISALIGNMENT TOLERANCE AND WITH INTERNAL SURFACES SMOOTH. SUPPORT VERTICAL DUCTS AT EVERY FLOOR. SUPPORT DUCT WITH APPROVED HANGERS AT INTERVALS NOT EXCEEDING 10 FEET. DUCTS SHALL BE GALVANIZED SHEET METAL OF STANDARD GAUGES. DUCTWORK SHALL HAVE A MINIMUM THICKNESS OF 24 GAUGE. ALL DUCT ELBOWS SHALL BE EITHER FULL RADIUS OR WITH TURNING VANES. WHERE DUCTWORK IS INDICATED TO BE EXPOSED IN OCCUPIED SPACES, PROVIDE MATERIALS WHICH ARE FREE FROM VISUAL IMPERFECTIONS INCLUDING PITTING, SEAM MARKS, ROLLER MARKS, STAINS AND DISCOLORATIONS, AND OTHER IMPERFECTIONS, INCLUDING THOSE WHICH WOULD IMPAIR PAINTING. EXPOSED DUCTWORK WHICH IS TO BE PAINTED SHALL HAVE PAINT GRIP APPLIED. PROVIDE VOLUME DAMPERS IN ALL BRANCH DUCTS OR AS REQUIRED FOR BALANCING TO REQUIRED AIR FLOWS. PROVIDE RADIUS TYPE FITTINGS FABRICATED OF MULTIPLE SECTIONS WITH MAXIMUM 15 DEG. CHANGE OF DIRECTION PER SECTION. UNLESS DETAILED OTHERWISE, USE 45 DEG. LATERALS AND 45 DEG. ELBOWS FOR BRANCH TAKEOFF CONNECTIONS. WHERE 90 DEG. BRANCHES ARE INDICATED, PROVIDE CONICAL TYPE TEES. PROVIDE DUCT SEALANT AND/OR CEMENT WHICH IS NON-HARDENING, NON-MIGRATING MASTIC OR OF LIQUID ELASTIC SEALANT, TYPE APPLICABLE FOR FABRICATION/INSTALLATION DETAIL, AS COMPOUNDED AND RECOMMENDED BY MANUFACTURER SPECIFICALLY FOR SEALING JOINTS AND SEAMS IN DUCTWORK. FLEXIBLE DUCTS SHALL EITHER BE SPIRAL-WOUND SPRING STEEL WITH FLAMEPROOF VINYL SHEATHING OR CORRUGATED ALUMINUM. THE MAXIMUM LENGTH OF FLEX DUCT ON THE SUPPLY EQUALS 5 FEET. FLEX IS NOT ALLOWED FOR RETURN, RELIEF OR EXHAUST APPLICATIONS. FLEXIBLE DUCTS SHALL CONFORM TO THE REQUIREMENTS OF UL 181 FOR CLASS 0 OR CLASS 1 FLEXIBLE AIR DUCTS AND SHALL BE SO IDENTIFIED. WHERE INSTALLED IN UNCONDITIONED SPACES OTHER THAN RETURN AIR PLENUMS, PROVIDE 1" THICK 1-1/2 LB. CONTINUOUS FLEXIBLE FIBERGLASS SHEATH WITH VINYL VAPOR BARRIER JACKET. SHOP FABRICATE DUCTWORK IN 4, 8, 10 OR 12-FT LENGTHS, OR REQUIRED TO COMPLETE RUNS. FABRICATE DUCTWORK WITH DUCT LINER IN EACH SECTION OF DUCT WHERE INDICATED. LAMINATE LINER TO INTERNAL SURFACES OF DUCT IN ACCORDANCE WITH INSTRUCTIONS BY MANUFACTURERS OF LINING AND ADHESIVE, AND FASTEN WITH MECHANICAL FASTENERS. DUCT LINER TO BE 3-LB DENSITY FOR ACOUSTIC REQUIREMENTS 1" THICK OR AS NOTED. SIZE OF DUCTWORK SHOWN ON THE DRAWINGS IS FREE NET AREA, OUTSIDE DIMENSION OF DUCTS WILL NEED TO BE INCREASED IF LINED DUCT IS USED. DUCT LINER SHALL BE OF FIBROUS GLASS OF THICKNESS INDICATED. 3-LB DENSITY. ALL LINERS, INSULATION AND ADHESIVES SHALL HAVE A FLAME SPREAD INDEX NOT MORE THAN 25 AND A SMOKE DEVELOPED INDEX OF NOT MORE THAN 50. 23 33 13 DAMPERS DAMPERS WITH LOCKING DEVICE, WHERE ACCESSIBLE, SHALL BE RUSKIN MD-35. OPPOSED BLADE FOR RECTANGULAR DUCTS 12 INCHES AND ABOVE, AND MODEL MD-25 PARALLEL BLADE FOR DUCTS 10 INCHES AND BELOW, AND MODEL MDRS-25 FOR ROUND DUCTS. INSTALL PER MANUFACTURER'S INSTRUCTIONS. SINGLE BLADE ROUND DAMPERS WITH LOCKING DEVICE SHALL BE IN SPIN-IN COLLARS. FIRE DAMPERS SHALL BE RUSKIN MODEL IBD, STYLE B WITH BLADE PACKAGE OUT OF AIR STREAM. HORIZONTAL, INSTALL WHERE INDICATED ON DRAWINGS AND AS REQUIRED BY AUTHORITY HAVING LOCAL JURISDICTION. ELECTRIC MOTORIZED DAMPER SHALL BE SIZED TO OPERATE WITH SUFFICIENT RESERVE POWER TO PROVIDE SMOOTH MODULATING ACTION OR TWO-POSITION ACTION. INSTALL PER MANUFACTURER'S INSTRUCTIONS. 23 74 00 - AIR HANDLING UNITS AIR HANDLING UNITS INCLUDE FAN SECTIONS WITH MOTOR AND DRIVE, HEATING AND COOLING COIL SECTIONS, FILTER SECTIONS, MIXING BOXES, ACCESS SECTIONS AND OTHER COMPONENTS AS INDICATED ON THE DRAWINGS.EXTENT OF AIR HANDLING UNIT WORK REQUIRED BY THIS SECTION IS INDICATED ON DRAWINGS AND SCHEDULES. HANDLE UNITS AND COMPONENTS CAEFULLY TO PREVENT DAMAGE. REPLACE ANY DAMAGED UNITS OR COMPONENTS WITH NEW. STORE UNITS AND COMPONENTS IN CLEAN DRY PLACE, OFF THE GROUND, AND PROTECT FROM WEATHER, WATER AND PHYSICAL DAMAGE. COMPLY WITH MANUFACTURER'S RIGGING AND INSTALLATION INSTRUCTIONS FOR UNLOADING UNITS AND MOVING THEM TO FINAL LOCATION. CASING TO BE 18 GAUGE STEEL PANELS REINFORCED WITH AN INTERNAL STRUCTURAL FRAME SUPPORTING UNIT COMPONENTS. ALL CASING SECTIONS SHALL BE BOTLETD TO GETHER WITH CADMIUM PLATED BOLTS. PROVIDE REMOVABLE PANELS, LATCH-TYPE ACCESS DOORS OR HINGEDM WALK-IN ACCESS DOORS FOR ACESS TO INTERNAL MOVING PARTSAND INSPECTION OF EACH SECTION WITHOUT DISMANTLING. INTERNAL INSULATION OF 1" THICH, 34 LB, MAT FACED GLASS FIBER BLANKET APPLIED WITH ADHESIVE, BOTH INSULATION AND ADHESIVE TO CONFORM TO REQUIREMENTS OF NFPA 90A. PROVIDE GALVANIZED STEEL DRAIN PAN INSULATED WITH CELULAR, FOAN-IN-PLACE SPRAYED INSULATION CONFORMING TO REQUIREMENTS OF NFPA 90A WITH EXTERNAL DRAIN CONNECTIONS ON BOTH SIDES OF CASING. FAN SHALL BE AMCA RATED CENTRIFUGAL FAN WITH GREASE LUBRICATED FAN BEARING SELECTED FOR 200,000 HOURS AVERAGE LIFE AT MAXIMUM OPERATING CONDITIONS. COILS GENERAL: COILS TO BE ALUMINUM PLATE OR SPIRAL-TYPE FINS MECHAINCALLY BONDED TO COPER TUBES, ARI CERTIFIED PERFOMANCE. PROVIDE DRAIN PAN FOR ECAH COOLING COIL SECTION. COIL TO BE PRESSURE AND LEAK TESTED AT 200 PSIG MINIMUM. WATER HEATING COILS: HOT WATER COILS TO BE U-TUBE COIL WITH SUPPLY AND RETURN HEADERS, AND CIRCULATING AS REQUIRED. INTEGRAL FACE AND BY-PASS COIL COMPRISED OF MULTIPLE ALTERNATIN FINNED HEATING ELECMENTS AND BYPASSES WITH INTERLOCKING DAMPERS, DAMPER MOTOR AND AIRSTREAM THERMOSTAT. WATER COOLING COILS: COLD WATER COILS TO BE U-TUBE COILD WITH SUPPLY AND RETURN HEADERS, VENT AND DRAIN CONNECTIONSAND CIRCUITING AS REQUIRED AND INTERMENDIATE DRAINS FOR CONPLETELY DRAINABLE FREEZE PROTECTION. DX COOLING COILS: DX COOLING COILS SHALL BE U-TUBE COIL WITH REFRIGERANT DISTRIBUTED EQUALLY TO MULTIPLE CIRCUITS BY PRESSURE TYPE DISTRIBUTING HEADER WITH CIRCUITING AS REQUIRED. CHEMICALLY CLEAN METAL PARTS OF CASING AND ALL ACCESSORIES, EXCEPT COILS, AND COAT WITH AN ENAMEL FINISH UPON COMPLETION ON FULL INSTALL. 23 81 26 - HEAT PUMP HEAT PUMP: AIR COOLED HEAT PUMP AS SCHEDULED, OR EQUIVALENT. COOLING CAPACITY SHALL BE AS LISTED. CASING: STEEL, FINISHED WITH BAKED ENAMEL IN COLOR SELECTED BY ARCHITECT, WITH REMOVABLE PANELS FOR ACCESS TO CONTROLS, WEEP HOLES FOR WATER DRAINAGE, AND MOUNTING HOLES IN BASE. PROVIDE BRASS SERVICE VALVES, FITTINGS, AND GAGE PORTS ON EXTERIOR OF CASING. COMPRESSOR: HERMETICALLY SEALED SCROLL COMPRESSOR WITH CRANKCASE HEATER AND MOUNTED ON VIBRATION ISOLATION DEVICE. COMPRESSOR MOTOR SHALL HAVE THERMAL- AND CURRENT-SENSITIVE OVERLOAD DEVICES, START CAPACITOR, RELAY, AND CONTACTOR. REFRIGERANT CHARGE: R-454B. REFRIGERANT COIL: COPPER TUBE, WITH MECHANICALLY BONDED ALUMINUM FINS AND LIQUID SUBCOOLER. COMPLY WITH ARI 210/240. RETAIN STATEMENT BELOW FOR HEAT-PUMP UNITS. HEAT-PUMP COMPONENTS: REVERSING VALVE AND LOW-TEMPERATURE-AIR CUTOFF THERMOSTAT. FAN: ALUMINUM-PROPELLER TYPE, DIRECTLY CONNECTED TO MOTOR. MOTOR: PERMANENTLY LUBRICATED, WITH INTEGRAL THERMAL-OVERLOAD PROTECTION. ACCESSORIES: AUTOMATIC-RESET TIMER TO PREVENT RAPID CYCLING OF COMPRESSOR, LOW AND HIGH PRESSURE SWITCHES, CRANKCASE HEATER, TIME GUARD, COLD START, HARD START, FILTER/DRYER, SOLENOID VALVE. ONE STAGE HEAT/ONE STAGE COOL PROGRAMMABLE THERMOSTAT, FULLY CHARGED INSULATED REFRIGERANT LINES. REFRIGERANT LINE KITS: SOFT-ANNEALED COPPER SUCTION AND LIQUID LINES FACTORY CLEANED, DRIED, PRESSURIZED, AND SEALED; FACTORY-INSULATED SUCTION LINE WITH FLARED FITTINGS AT BOTH ENDSLOW AND HIGH PRESSURE SWITCHES, CRANKCASE HEATER, TIME GUARD, COLD START, HARD START FILTER/DRYER, SOLENOID VALVE. ONE STAGE HEAT/ONE STAGE COOL PROGRAMMABLE THERMOSTAT, FULLY CHARGED INSULATED REFRIGERANT LINES. TEST AND RATE IN COMPLIANCE WITH ARI STANDARD 240, AIR-SOURCE UNITARY HEAT PUMP EQUIPMENT. CONSTRUCT AND INSTALL UNITS IN ACCORDANCE WITH NFPA 70, NATIONAL ELECTRICAL CODE AND NFPA 90-A, STANDARD FOR INSTALLATION OF AIR CONDITIONING AND VENTILATION SYSTEMS. PROVIDE UNITS WITH EER'S AND COP'S WHICH EQUAL OR EXCEED THOSE PRESCRIBED IN OBBC MECHANICAL CODE ARTICLE 19, ENERGY CONSERVATION. INSTALLATION - INSTALLATION SHALL BE IN ACCORDANCE WITH MANUFACTURER'S INSTALLATION INSTRUCTIONS. PROVIDE ADDITIONAL SUPPORT STEEL NECESSARY FOR COMPLETE INSTALLATION. PROVIDE ADEQUATE CLEARANCE FROM OTHER EQUIPMENT FOR PROPER AIRFLOW. 4850 SMITH ROAD, STE. 101 C I N C I N N A T I , O H 4 5 2 1 2 5 1 3 .9 0 1 .0 0 4 0 W W W .M A R Q U E E N G .C O M REV. A B C D E F G H J K L M N P 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 181716151413121110987654321 SHEET TITLE DATE DESCRIPTION THE SHOPS AT SANTA ANITA SHEET NO. 400 S BALDWIN AVE UNIT D9 ARCADIA, CA 91007 LEGO Nelco Architecture, Inc. 201 EAST 4TH STREET SUITE 17 CINCINNATI, OH 45202 513.241.3000 WWW.NELSONWORLDWIDE.COM NELSON PROJECT NUMBER: 24.0002536.000 AUTHORIZED FOR: LANDLORD REVIEW SET- BID & PERMIT SET-12 / 16 / 2024 12 / 16 / 2024 PERMIT SUBMITTAL BLDG DEPT RESPONSE102 / 28 / 2025 BLDG DEPT RESPONSE204 / 25 / 2025 COPYRIGHT NOTICE 2025 MARQUE ENGINEERING LLC THIS PLAN IS PROTECTED UNDER FEDERAL COPYRIGHTS LAWS. THE ORIGINAL PURCHASER IS AUTHORIZED TO CONSTRUCT WITH THIS PLAN FOR ONLY ONE TIME. REUSE OR CHANGE OF THIS PLAN IS PROHIBITED. ALL IDEAS, DESIGNS, ARRANGEMENTS, AND PLANS INDICATED HEREIN ARE OWNED BY AND THE PROPERTY OF MARQUE ENGINEERING LLC. NOTHING ON THESE PLANS SHALL BE REUSED WITHOUT THE WRITTEN PERMISSION OF MARQUE ENGINEERING LLC. IF PLANS ARE NOT PRESENTED FOR PERMIT REVIEW WITHIN 120 DAYS OF ENGINEER SIGNATURE THIS SHEET IS VOID AND WILL NEED TO BE UPDATED BY THE ENGINEER OF RECORD.M-101 MECHANICAL SPECIFICATIONS Working Drawing Review These Drawings have been reviewed for general design intent only. All actual field condi�ons are required to be verified by the Tenants Architect and/ or Contractor. Tenants are responsible for complying with all government regula�ons. One (1) copy of this Landlord stamped set of drawings is required to be always kept on the job site. Conditional approval as noted* *ADD NOTE: Protect in place all existing fireproofing on steel columns and beams and patch repair any damage to maintain the fire rating. *ADD NOTE: Protect in place utilities running through the space that service the mall or other tenants in place (including electrical, data and water line.) *ADD NOTE: Protect in place ducting running through the space that service the mall or other tenants in place. *Contractor to hire Landlord mandatory subs including roof, fire sprinkler, fire alarm, structural architect. *HVAC replaced 5/2025 Riderwood USA, Inc. Signed Fernando De Santiago Date 5/5/2025 COLCOLCOLCOL COL COL COL COL COLCOLCOLCOL V M5 M4 M4 M4 M4 M4 D D D D D D D D D D D D D D D D D D D D B B B B B B B B B B B B D D D D D D D D D D D D D D D B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B M4M4 M4 M4M4 M4 M4 M4 M4 M4 M4 A A A A A A A D D 14"Ø A.THE DRAWINGS ARE DIAGRAMMATIC IN NATURE. EXACT LOCATIONS OF DEVICES AND ROUTING OF DUCTWORK SHALL BE DETERMINED BY CONTRACTOR AFTER COORDINATION WITH ALL OTHER TRADES AND FIELD DETERMINATION OF FINAL CONSTRUCTION DETAILS. MINOR ADJUSTMENTS TO DUCT ROUTING AND CONFIGURATION TO AVOID CONFLICT WITH BUILDING STRUCTURE OR OTHER TRADES SHALL BE INCLUDED IN CONTRACTOR'S PRICE. CONTRACTOR SHALL OBTAIN ENGINEERS APPROVAL IN WRITING FOR ANY MODIFICATIONS TO SYSTEM DESIGN PRIOR TO INSTALLATION. B.ALL EXPOSED MATERIALS AND EQUIPMENT SHALL BE INSTALLED AND SUPPORTED IN A FIRST-CLASS AND WORKMANLIKE FASHION. DUCTWORK SHALL RUN PARALLEL AND/ OR PERPENDICULAR TO MAIN BUILDING STRUCTURE. ANY WORK THAT IS NOT DONE IN A FIRST-CLASS OR WORKMANLIKE FASHION, IN THE ARCHITECTS OPINION, SHALL BE REDONE AT THE CONTRACTORS EXPENSE. C.ALL DUCT JOINTS, SEAMS AND CONNECTIONS SHALL BE SECURELY FASTENED AND SEALED. DUCTS SHALL BE SUPPORTED WITH APPROVED HANGERS AT INTERVALS NOT EXCEEDING TEN FEET. DUCT COVERINGS AND LININGS SHALL HAVE A FLAME-SPREAD INDEX NOT MORE THAN 25 AND A SMOKE DEVELOPED INDEX NOT MORE THAN 50. D.PROVIDE VOLUME DAMPERS AT ALL ROUND BRANCH DUCT TAKE-OFFS THAT ARE ACCESSIBLE. PROVIDE TURNING VANES AT ALL 90 DEGREE SQUARE ELBOWS IN SUPPLY AIR DUCTS. PROVIDE 45 DEGREE HEEL AT ALL RECTANGULAR SUPPLY AND RETURN BRANCH DUCT TAKE-OFFS. E.OUTDOOR AIR INTAKES SHALL BE 10'-0" MINIMUM AWAY FROM ANY EXHAUST AND PLUMBING VENT OUTLET. F.WIRE UP ALL LOW VOLTAGE (24V) THERMOSTATS. G.CONTRACTOR SHALL COORDINATE THE LOCATION OF ALL PIPES, DUCTWORK, UNITS, ETC. WITH ALL OTHER TRADES AND SHIFT LOCATION OR OFFSET WHERE NECESSARY. PROVIDE TRANSITIONS IN DUCTWORK TO AVOID CONFLICT WITH EXISTING DUCTWORK AND OTHER STRUCTURES. H.CONTRACTOR SHALL COORDINATE ALL AIR DEVICES WITH ELECTRICAL AND ARCHITECTURAL REFLECTED CEILING PLANS. I.COORDINATE LOCATION OF ALL EXTERIOR LOUVER OR OUTLET WITH ARCHITECTURAL ELEVATION PLAN. J.COORDINATE ROOF WORK WITH BUILDING OWNER'S ROOFING CONTRACTOR TO ASSURE THAT THE ROOF WARRANTY IS NOT VOIDED. K.INSTALL DUCTWORK AS HIGH AS POSSIBLE. L.EXHAUST AIR DUCTS SHALL BE EQUIPPED WITH BACKDRAFT DAMPERS. M.ALL DUCT OPENINGS AND OTHER AIR DISTRIBUTION OPENINGS SHALL BE COVERED DURING CONSTRUCTION EXCEPT FOR TESTING AND INSPECTION. N.PROVIDE BUILDING OWNER OR REPRESENTATIVE WITH DETAILED OPERATING AND MAINTENANCE INSTRUCTIONS AND WARRANTIES /WRITTEN GUARANTEE FOR EACH SYSTEM. O&M INSTRUCTIONS SHALL BE CONSISTENT WITH OSHA REQUIREMENTS IN CCR TITLE 8 , SECTION 5142 AND OTHER RELATED REGULATIONS. O.ALL DUCT ELBOWS SHALL BE LONG RADIUS OR MITERED. P.DUCT INSULATION R-VALUE TO BE DETERMINED FROM REQUIREMENTS PER C403.2.9. Q.ALL EXISTING TRANSFER AIR OPENINGS TO REMAIN. FIELD VERIFY EXACT LOCATION. GENERAL NOTES KEYED NOTES 1.PROVIDE AIR HANDLING UNIT AND LOCATE ON ANGLE IRON FRAME. MOUNT FRAME TO CONCRETE WITH ANCHORS, THREADED RODS AND SPRING VIBRATION ISOLATORS. ALL FILTER ACCESS TO BE ON THE SIDE OF UNIT. ROUTE 3/4" CONDENSATE DRAIN LINE WITH TRAP TO FLOOR DRAIN. PROVIDE CONDENSATE PUMP AS REQUIRED AND COORDINATE ANY ADDITIONAL ELECTRICAL REQUIREMENTS WITH EC. COORDINATE FLOOR DRAIN LOCATION WITH PLUMBING PLAN. FOR UNITS ABOVE CEILINGS, PROVIDE AUXILIARY DRAIN PAN WITH HIGH LEVEL ALARM UNDER AIR HANDLING UNIT, IN ACCORDANCE WITH SECTION 307.2.3 OF IMC. HIGH LEVEL ALARM SHALL SHUT UNIT OFF UPON DETECTION OF CONDENSATE IN THE OVERFLOW DRAIN PAN. 2.PROVIDE COMBINATION THERMOSTAT/HUMIDISTAT IN LOCATION INDICATED. MOUNT ON WALL 4' AFF. PROVIDE TAMPER-PROOF COVER. 3.PROVIDE NEW EXHAUST FAN AND ROUTE EXHAUST DUCTWORK TO MANUFACTURER'S STANDARD VENT CAP. PAINT VENT CAP TO MATCH COLOR OF ROOF. COORDINATE DUCT ROUTING WITH LANDLORD AND DESIGN CRITERIA. 4.PROVIDE ½"X½" WIRE MESH COVER AT END OF RETURN DUCT. 5.INTERNALLY LINE FIRST 10 FEET OF SUPPLY, OUTSIDE AIR AND RETURN AIR DUCTWORK WITH JOHN'S MANVILLE, OR EQUIVALENT, 1 INCH THICK SPIRACOUSTIC FIBERGLASS DUCT LINER. DUCT SIZES SHOWN ARE CLEAR INSIDE DIMENSIONS. 6.ALL SPIRAL DUCTWORK TO BE PAINT GRIP GALVANIZED TO ALLOW FOR FIELD PAINTING. 7.EC TO FURNISH DUCT MOUNTED SMOKE DETECTOR AND PROVIDE COMPATIBLE REMOTE ANNUNCIATOR/TEST SWITCH. MC TO INSTALL SMOKE DETECTOR IN RETURN DUCT, PRIOR TO ANY OUTDOOR AIR CONNECTIONS. MC TO PROVIDE INTERLOCK WIRING BETWEEN SMOKE DETECTOR AND UNIT TO SHUT DOWN UNIT UPON DETECTION OF SMOKE. EC SHALL PROVIDE WIRING FOR FINAL CONNECTION TO CENTRAL FIRE ALARM SYSTEM, IF APPLICABLE, AND WIRING TO REMOTE ANNUNCIATOR/TEST SWITCH. 8.PROVIDE TRANSFER GRILLE IN LOCATION INDICATED. MOUNT GRILLE HIGH ON EITHER SIDE OF WALL. 9.PROVIDE MOTOR OPERATED DAMPER POWERED BY A 24V HONEYWELL, OR EQUIVALENT, ACTUATOR INTERLOCKED WITH THE OPERATION OF THE EQUIPMENT THAT IT SERVES, AND BALANCED TO CFM INDICATED. MAINTAIN MINIMUM 10' SEPARATION BETWEEN OUTDOOR AIR INTAKE AND EXHAUST AIR. MOTOR OPERATED DAMPERS SHALL BE PROVIDED AND WIRED BY THE MECHANICAL CONTRACTOR UNLESS OTHERWISE NOTED. PROVIDE ALL NECESSARY TRANSFORMERS, CONTACTORS, CONTROLS AND WIRING FOR INTERLOCKING HVAC EQUIPMENT TO MOTOR OPERATED DAMPERS. PROVIDE ALL DUCT TRANSITIONS AS REQUIRED OR INDICATED. 10.PROVIDE GREENHECK, OR EQUIVALENT, MODEL GRSF-24 RELIEF HOOD, WITH BAROMETRIC RELIEF DAMPER, SET TO OPEN AT 0.01" STATIC PRESSURE (ADJUSTABLE) FULLY OPEN AT 0.05" STATIC PRESSURE, FOR ECONOMIZER OPERATION. ROUTE 20"X16" RELIEF DUCTWORK FROM HOOD INTO TENANT SPACE AS REQUIRED. COORDINATE DUCT ROUTING AND HOOD LOCATION WITH LANDLORD AND DESIGN CRITERIA. 11.PROVIDE INTAKE HOOD, EQUIVALENT TO GREENHECK GRSI-24, ON 12" HIGH INSULATED ROOF CURB, COMPLETE WITH BIRDSCREEN. ROUTE 20"X16" OUTSIDE AIR DUCT FROM UNIT TO HOOD AS REQUIRED. COORDINATE DUCT ROUTING AND HOOD LOCATION WITH LANDLORD AND DESIGN CRITERIA. 12.REMOVE EXISTING AIR HANDLING UNIT AND ALL ASSOCIATED DUCTWORK. 13.PROVIDE HEAT PUMP TO REPLACE EXISTING HEAT PUMP IN SAME LOCATION. MOUNT ON EXISTING SUPPORT FRAME AS REQUIRED. MAINTAIN UNIT MINIMUM REQUIRED SERVICE AND AIRFLOW CLEARANCE. ROUTE REFRIGERANT LIQUID AND SUCTION LINES BETWEEN HEAT PUMP AND AIR HANDLING UNIT AND SEAL PENETRATIONS WEATHER-TIGHT. IF NOT EXISTING, PROVIDE PATE, OR EQUIVALENT, PIPE CURB FOR ALL ROOF PENETRATIONS. ROUTE AND SIZE LINES AND ACCESSORIES PER MANUFACTURER'S GUIDELINES. PROVIDE A FULLY CHARGED SYSTEM AND INSULATE ALL REFRIGERANT PIPING WITH ARMAFLEX INSULATION. FOR UNITS NEAR COASTAL CLIMATES, PROVIDE EPOXY COATING ON COILS TO PREVENT CORROSION. DRAWING NOTE SYMBOL1 26x16 NEW RECTANGULAR DUCTWORK AND SIZE NEW ROUND DUCTWORK AND SIZE10"Ø BALANCING/VOLUME DAMPER THERMOSTAT NEW EXHAUST FAN AIR FLOW DIRECTION NEW RETURN GRILLE HVAC LEGEND SMOKE DETECTORSD T AA 1900 CONNECT TO EXISTING 26x16 EXISTING RECTANGULAR DUCTWORK AND SIZE FDX FIRE DAMPER M MOTOR OPERATED DAMPER EF-1 3 6"Ø AHU-1 B 50 A 125 AA 650 1 6" Ø 8" Ø 18"Ø 8" Ø 8" Ø A 125 A 125A 125 A 125 A 125 A 100 A 100 A 100 A 100 A 100 A 125 A 100 10"Ø A 100 A 100 A 100 A 100 10 " Ø 6" Ø 10 " Ø 6" Ø 10 " Ø 6" Ø 10 " Ø 6" Ø A 75 AA 650 AA 680 AA 680 20x16 MM SD 20x16 TAHU-1 2 3 4 5 5 6 TYP. 6 TYP. 6 TYP. 7 8 8 8 8 99 11 10 12 HP-1 13 4850 SMITH ROAD, STE. 101 C I N C I N N A T I , O H 4 5 2 1 2 5 1 3 .9 0 1 .0 0 4 0 W W W .M A R Q U E E N G .C O M REV. A B C D E F G H J K L M N P 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 181716151413121110987654321 SHEET TITLE DATE DESCRIPTION THE SHOPS AT SANTA ANITA SHEET NO. 400 S BALDWIN AVE UNIT D9 ARCADIA, CA 91007 LEGO Nelco Architecture, Inc. 201 EAST 4TH STREET SUITE 17 CINCINNATI, OH 45202 513.241.3000 WWW.NELSONWORLDWIDE.COM NELSON PROJECT NUMBER: 24.0002536.000 AUTHORIZED FOR: LANDLORD REVIEW SET- BID & PERMIT SET-12 / 16 / 2024 12 / 16 / 2024 PERMIT SUBMITTAL BLDG DEPT RESPONSE102 / 28 / 2025 BLDG DEPT RESPONSE204 / 25 / 2025 COPYRIGHT NOTICE 2025 MARQUE ENGINEERING LLC THIS PLAN IS PROTECTED UNDER FEDERAL COPYRIGHTS LAWS. THE ORIGINAL PURCHASER IS AUTHORIZED TO CONSTRUCT WITH THIS PLAN FOR ONLY ONE TIME. REUSE OR CHANGE OF THIS PLAN IS PROHIBITED. ALL IDEAS, DESIGNS, ARRANGEMENTS, AND PLANS INDICATED HEREIN ARE OWNED BY AND THE PROPERTY OF MARQUE ENGINEERING LLC. NOTHING ON THESE PLANS SHALL BE REUSED WITHOUT THE WRITTEN PERMISSION OF MARQUE ENGINEERING LLC. IF PLANS ARE NOT PRESENTED FOR PERMIT REVIEW WITHIN 120 DAYS OF ENGINEER SIGNATURE THIS SHEET IS VOID AND WILL NEED TO BE UPDATED BY THE ENGINEER OF RECORD. SCALE:M-201 1 MECHANICAL FLOOR PLAN 1/4"=1'-0" M-201 MECHANICAL FLOOR PLAN Working Drawing Review These Drawings have been reviewed for general design intent only. All actual field condi�ons are required to be verified by the Tenants Architect and/ or Contractor. Tenants are responsible for complying with all government regula�ons. One (1) copy of this Landlord stamped set of drawings is required to be always kept on the job site. Conditional approval as noted* *ADD NOTE: Protect in place all existing fireproofing on steel columns and beams and patch repair any damage to maintain the fire rating. *ADD NOTE: Protect in place utilities running through the space that service the mall or other tenants in place (including electrical, data and water line.) *ADD NOTE: Protect in place ducting running through the space that service the mall or other tenants in place. *Contractor to hire Landlord mandatory subs including roof, fire sprinkler, fire alarm, structural architect. *HVAC replaced 5/2025 Riderwood USA, Inc. Signed Fernando De Santiago Date 5/5/2025 AIR DEVICE SCHEDULE TAG MANUFACTURER MODEL FUNCTION FACE SIZE BORDER TYPE MATERIAL FINISH REMARKS REMARKS: A.ADJUST LENGTHS TO LINE UP WITH INTERIOR DESIGNER'S PLANS B.REFER TO ARCHITECT PLANS FOR CEILING TYPE C.PROVIDE VOLUME DAMPERS IN TAKEOFFS WHERE ACCESSIBLE. WHERE DAMPERS ARE NOT ACCESSIBLE, PROVIDE OPPOSED BLADE DAMPER AT DIFFUSER. D.DIFFUSER TO BE PAINTED TO MATCH ADJACENT CEILING/WALL FINISH. SEE FINISH PLAN E.PROVIDE SCOOP DAMPER A TITUS S300FS SUPPLY 10x4 D,EALUMINUMDUCT MOUNT AA TITUS RETURN 24X24 ALUMINUMSURFACE D350FL B TITUS OMNI-AA SUPPLY 12x12 SURFACE A,B,C,DALUMINUM EF-1 REMARKS: A.FAN TO BE ACTIVATED BY LIGHT SWITCH B.DISCONNECT SWITCH C.BACKDRAFT DAMPER D.ALUMINUM GRILLE WITH WHITE ENAMEL FINISH E.HANGING VIBRATION ISOLATORS EXHAUST FAN SCHEDULE TAG MANUFACTURER MODEL CFM ESP RPM WATTS VOLTAGE PHASE REMARKSSONES GREENHECK SP-B90 75 0.25 700 21 120 1 10 1.2 A,B,C,D,E WEIGHT LBS1DUCT SMOKE DETECTOR DETAIL SCALE: NONE SMOKE SAMPLING TUBE RETURN TUBE SMOKE DETECTOR DUCT GENERAL NOTES: A.CONTRACTOR SHALL INSTALL SMOKE DETECTOR IN LOCATION THAT MEETS REQUIREMENTS OF THE EQUIPMENT MANUFACTURER. B.CONTRACTOR SHALL PROVIDE MINIMUM DISTANCES FROM BRANCH TAKE-OFFS AND ELBOWS PER MANUFACTURER'S SPECIFICATIONS. AIR F L O W VOLUME DAMPER WITH POSITION INDICATOR AND SET LOCK BRANCH DUCT 5 BRANCH DUCT TAKEOFF DETAIL SCALE: NONE BRANCH DUCT MAIN DUCT ROUND BRANCH DUCT DUCT UNDER BEAM OR CROSSOVER RECTANGULAR MAIN / ROUND BRANCH DUCT RECTANGULAR BRANCH DUCT "B " 45° FL O W FL O W 45°EXISTING GIRDER OR BEAM RUN EXPOSE DUCT TIGHT TO DECK/UNDER GIRDER MANUAL VOLUME DAMPER ON FITTING, TYPICAL SADDLE TAP OR SPIN-IN FITTING ROUND BRANCH MANUAL VOLUME DAMPER RECTANGULAR MAIN DUCT MAIN DUCT BRANCH DUCT 1/4 OF "B" PRIME COAT PRIME COAT PRIME COAT BAROMETRIC RELIEF BAROMETRIC RELIEF IS USED ON AIR HANDLING UNIT TO RELIEVE ANY BUILT UP PRESSURE IN BUILDING. BAROMETRIC RELIEF DAMPER SET TO OPEN AT 0.01" STATIC PRESSURE (ADJUSTABLE) FULLY OPEN AT 0.05" STATIC PRESSURE. 4 EXHAUST RISER DETAIL SCALE: NONE (TYPICAL) IN FIELD) (VERIFY ROUTING EXHAUST RUBBER-IN-SHEAR VIBRATION ISOLATORS EXHAUST FAN DISCHARGE CAP W/ BIRD SCREEN METAL ROOF CURB EXHAUST DUCT BY MECH. CONTR. FLEX. CONN. ROOFLINE REMARKS: A.ALL HVAC EQUIPMENT TO BE FIELD LABELED TO IDENTIFY WHICH AREAS OF THE BUILDING THEY SERVE. B.MERV 8 PLEATED FILTER. C.COOLING CAPACITY BASED ON 80°F EDB/67°F EWB AND 95°F CONDENSING TEMPERATURE. D.COMPRESSOR START ASSIST, LIQUID SOLENOID VALVE, THERMOSTATIC EXPANSION VALVE(RPB). TIME-DELAY RELAY. E.PROVIDE CRANKCASE HEATER WHEN INTERCONNECTING TUBE LENGTH EXCEEDS 50 FT. F.PROVIDE MODULATING HOT GAS REHEAT. G.DRY BULB ECONOMIZER WITH BAROMETRIC RELIEF. SPLIT SYSTEM HEAT PUMP SCHEDULE TAG MANUFACTURER MODEL NOMINAL TONNAGE SUPPLY CFM OA CFM FAN HP AUX HEAT KW VOLTAGE ELECTRICAL PHASE MCA MOCP WEIGHT LBS TAG MANUFACTURER MODEL VOLTAGE OUTDOOR UNITINDOOR UNIT ELECTRICAL PHASE MCA MOCP WEIGHT LBS TOTAL BTUH SENSIBLE BTUH COMBINED ARI RATING EER HEATING BTUH HSPF REMARKS AHU-1 AAON H3-CRB-3-A-461C-7D3 5.0 2,000 1120 1.0 28 480 3 44.0 45 625 HP-1 AAON CFA-005-A-A-3-LJ0EH 480 3 11 15 558 62,600 62,600 12.6 59,500 16.58 A-G COILFAN SUSPEND UNIT AS CLOSE AS POSSIBLE TO JOIST AND THREADED RODS. RUBBER IN SHEAR VIBRATION ISOLATOR TO HEAT PUMP ON ROOF SUPPLY DUCT CONTROL PANEL 1/2" DIA. CONTINUOUSLY THREADED ROD BEAM CLAMP RETURN DUCT SMOKE DETECTOR 8 HORIZONTAL EQUIPMENT DETAIL SCALE: NONE ECONOMIZER OUTSIDE AIR ELECTRIC HEATING COIL AUXILIARY DRAIN PAN WITH HIGH LEVEL ALARM AIR SCOOP SPIRAL DUCT WITH STANDING RIB AND LOCKSEAM 1/2" BOLT WITH NUT AND LOCK WASHER TURNBUCKLE ADJUSTER WITH LOCK NUTS 1-1/2"x1/8" FLAT BAR DRAWBAND AROUND DUCTWORK SPIRAL DUCT GRILLE 2 SPIRAL DUCT GRILLE DETAIL SCALE: NONE 1/2" DIA. CONTINUOUSLY THREADED ROD EXISTING DRYWALL CEILING 3 ROUND DUCT SUPPORT DETAIL SCALE: NONE 1/2" DIA. CONTINUOUSLY THREADED ROD MECHANICAL CONTRACTOR TO PROVIDE CONCRETE ANCHOR FLOOR ABOVE EXISTING CONCRETE FLOOR GALVANIZED STEEL DUCT 1/2" BOLT WITH NUT AND LOCK WASHER TURNBUCKLE ADJUSTER WITH LOCK NUTS 1-1/2"x1/8" FLAT BAR DRAWBAND AROUND DUCTWORK MECHANICAL CONTRACTOR TO PROVIDE CONCRETE ANCHOR FLOOR ABOVE EXISTING CONCRETE FLOOR MECHANICAL CONTRACTOR TO PROVIDE CONCRETE ANCHOR FLOOR ABOVE EXISTING CONCRETE FLOOR 7 AIR INTAKE DETAIL SCALE: NONE ROOF STRUCTURE ROOF VENTILATOR GREENHECK GRSI PROVIDE CURB COMPATIBLE WITH ROOF AND SNOW CLEARANCE MOTORIZED DAMPER LINED OUTSIDE AIR INTAKE DUCT 6 AIR RELIEF DETAIL SCALE: NONE ROOF STRUCTURE ROOF VENTILATOR GREENHECK GRSF PROVIDE CURB COMPATIBLE WITH ROOF AND SNOW CLEARANCE RELIEF AIR DUCT COUNTER BALANCED GRAVITY BACK DRAFT DAMPER RUSKIN CBD4 ACCESS PANEL 9 RECT. DUCT SUPPORT DETAIL SCALE: NONE 2 x 2 x 16 GA ANGLE DUCT WIDTH DUCT PROFILE INCHES UP TO 12 13 THRU 30 31 THRU 54 55 THRU 84 OVER 84 SHEET METAL 26 (0.022 IN.) 24 (0.028 IN.) 22 (0.034 IN.) 20 (0.040 IN.) 18 (0.052 IN.) MINIMUM GA. GALVANIZED DU C T P R O F I L E 24 (0.020 IN.) 22 (0.025 IN.) 20 (0.032 IN.) 18 (0.040 IN.) 16 (0.051 IN.) MINIMUM GA. ALUMINUM NOTES: A.SQUARE DUCT SUPPORT SHALL BE PLACED IN ACCORDANCE WITH THE GUIDELINES OF THE AUTHORITY HAVING JURISDICTION. MECHANICAL DUCTWORK WITH INSULATION. 1/2" DIA. CONTINUOUSLY THREADED ROD FLOOR ABOVEMECHANICAL CONTRACTOR TO PROVIDE CONCRETE ANCHOR EXISTING CONCRETE FLOOR 4850 SMITH ROAD, STE. 101 C I N C I N N A T I , O H 4 5 2 1 2 5 1 3 .9 0 1 .0 0 4 0 W W W .M A R Q U E E N G .C O M REV. A B C D E F G H J K L M N P 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 181716151413121110987654321 SHEET TITLE DATE DESCRIPTION THE SHOPS AT SANTA ANITA SHEET NO. 400 S BALDWIN AVE UNIT D9 ARCADIA, CA 91007 LEGO Nelco Architecture, Inc. 201 EAST 4TH STREET SUITE 17 CINCINNATI, OH 45202 513.241.3000 WWW.NELSONWORLDWIDE.COM NELSON PROJECT NUMBER: 24.0002536.000 AUTHORIZED FOR: LANDLORD REVIEW SET- BID & PERMIT SET-12 / 16 / 2024 12 / 16 / 2024 PERMIT SUBMITTAL BLDG DEPT RESPONSE102 / 28 / 2025 BLDG DEPT RESPONSE204 / 25 / 2025 COPYRIGHT NOTICE 2025 MARQUE ENGINEERING LLC THIS PLAN IS PROTECTED UNDER FEDERAL COPYRIGHTS LAWS. THE ORIGINAL PURCHASER IS AUTHORIZED TO CONSTRUCT WITH THIS PLAN FOR ONLY ONE TIME. REUSE OR CHANGE OF THIS PLAN IS PROHIBITED. ALL IDEAS, DESIGNS, ARRANGEMENTS, AND PLANS INDICATED HEREIN ARE OWNED BY AND THE PROPERTY OF MARQUE ENGINEERING LLC. NOTHING ON THESE PLANS SHALL BE REUSED WITHOUT THE WRITTEN PERMISSION OF MARQUE ENGINEERING LLC. IF PLANS ARE NOT PRESENTED FOR PERMIT REVIEW WITHIN 120 DAYS OF ENGINEER SIGNATURE THIS SHEET IS VOID AND WILL NEED TO BE UPDATED BY THE ENGINEER OF RECORD.M-501 MECHANICAL SCHEDULES & DETAILS Working Drawing Review These Drawings have been reviewed for general design intent only. All actual field condi�ons are required to be verified by the Tenants Architect and/ or Contractor. Tenants are responsible for complying with all government regula�ons. One (1) copy of this Landlord stamped set of drawings is required to be always kept on the job site. Conditional approval as noted* *ADD NOTE: Protect in place all existing fireproofing on steel columns and beams and patch repair any damage to maintain the fire rating. *ADD NOTE: Protect in place utilities running through the space that service the mall or other tenants in place (including electrical, data and water line.) *ADD NOTE: Protect in place ducting running through the space that service the mall or other tenants in place. *Contractor to hire Landlord mandatory subs including roof, fire sprinkler, fire alarm, structural architect. *HVAC replaced 5/2025 Riderwood USA, Inc. Signed Fernando De Santiago Date 5/5/2025 4850 SMITH ROAD, STE. 101 C I N C I N N A T I , O H 4 5 2 1 2 5 1 3 .9 0 1 .0 0 4 0 W W W .M A R Q U E E N G .C O M REV. A B C D E F G H J K L M N P 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 181716151413121110987654321 SHEET TITLE DATE DESCRIPTION THE SHOPS AT SANTA ANITA SHEET NO. 400 S BALDWIN AVE UNIT D9 ARCADIA, CA 91007 LEGO Nelco Architecture, Inc. 201 EAST 4TH STREET SUITE 17 CINCINNATI, OH 45202 513.241.3000 WWW.NELSONWORLDWIDE.COM NELSON PROJECT NUMBER: 24.0002536.000 AUTHORIZED FOR: LANDLORD REVIEW SET- BID & PERMIT SET-12 / 16 / 2024 12 / 16 / 2024 PERMIT SUBMITTAL BLDG DEPT RESPONSE102 / 28 / 2025 BLDG DEPT RESPONSE204 / 25 / 2025 COPYRIGHT NOTICE 2025 MARQUE ENGINEERING LLC THIS PLAN IS PROTECTED UNDER FEDERAL COPYRIGHTS LAWS. THE ORIGINAL PURCHASER IS AUTHORIZED TO CONSTRUCT WITH THIS PLAN FOR ONLY ONE TIME. REUSE OR CHANGE OF THIS PLAN IS PROHIBITED. ALL IDEAS, DESIGNS, ARRANGEMENTS, AND PLANS INDICATED HEREIN ARE OWNED BY AND THE PROPERTY OF MARQUE ENGINEERING LLC. NOTHING ON THESE PLANS SHALL BE REUSED WITHOUT THE WRITTEN PERMISSION OF MARQUE ENGINEERING LLC. IF PLANS ARE NOT PRESENTED FOR PERMIT REVIEW WITHIN 120 DAYS OF ENGINEER SIGNATURE THIS SHEET IS VOID AND WILL NEED TO BE UPDATED BY THE ENGINEER OF RECORD.M-701 ENERGY COMPLIANCE Working Drawing Review These Drawings have been reviewed for general design intent only. All actual field condi�ons are required to be verified by the Tenants Architect and/ or Contractor. Tenants are responsible for complying with all government regula�ons. One (1) copy of this Landlord stamped set of drawings is required to be always kept on the job site. Conditional approval as noted* *ADD NOTE: Protect in place all existing fireproofing on steel columns and beams and patch repair any damage to maintain the fire rating. *ADD NOTE: Protect in place utilities running through the space that service the mall or other tenants in place (including electrical, data and water line.) *ADD NOTE: Protect in place ducting running through the space that service the mall or other tenants in place. *Contractor to hire Landlord mandatory subs including roof, fire sprinkler, fire alarm, structural architect. *HVAC replaced 5/2025 Riderwood USA, Inc. Signed Fernando De Santiago Date 5/5/2025 DIVISION 22 - PLUMBING SPECIFICATION 22 05 00 COMMON WORK RESULTS FOR PLUMBING ALL PLUMBING WORK AND TESTS SHALL BE DONE IN STRICT ACCORDANCE WITH THE LATEST STATE, COUNTY, AND LOCAL REGULATIONS, LAWS, AND ORDINANCES WHICH MAY BE APPLICABLE. BEFORE SUBMITTING A BID, EXAMINE DOCUMENTS OF ALL OTHER TRADES, VISIT THE SITE AND GET ACQUAINTED WITH ALL CONDITIONS THAT MAY IN ANY WAY AFFECT THE EXECUTION OF THIS CONTRACT. TAKE MEASUREMENTS AND BE RESPONSIBLE FOR EXACT SIZE AND LOCATIONS OF ALL OPENINGS REQUIRED. VERIFY INSTALLATION MAY BE MADE IN COMPLETE ACCORDANCE WITH ALL PERTINENT CODES AND REGULATIONS. IN THE EVENT OF DISCREPANCY, IMMEDIATELY NOTIFY THE PROFESSIONAL ENGINEER OF RECORD. DO NOT PROCEED WITH THE INSTALLATION IN AREAS OF DISCREPANCY UNTIL ALL SUCH DISCREPANCIES HAVE BEEN FULLY RESOLVED. IT IS NOT THE INTENT OF THE DRAWINGS THAT EXISTING CONDITIONS BE ACCURATELY SHOWN. EXISTING PLUMBING WORK IS SHOWN TO LIMITED EXTENT ON DRAWINGS AND IS SHOWN FOR GENERAL REFERENCE ONLY. LOCATIONS AND INFORMATION WERE DERIVED FROM CURSORY SITE VISUAL OBSERVATIONS OR FROM DOCUMENTS THAT WERE PREPARED FOR PREVIOUSLY INSTALLED WORK WHEN AVAILABLE. THE WORK COVERED BY THESE SPECIFICATIONS SHALL CONSIST OF PROVIDING ALL NEW MATERIAL, LABOR, EQUIPMENT, AND SERVICES NECESSARY FOR A COMPLETE PLUMBING INSTALLATION AS SPECIFIED HEREIN. WORK IN THIS SECTION INCLUDES, BUT IS NOT LIMITED TO THE FOLLOWING ITEMS: ·PLUMBING FIXTURES ·WATER HEATERS WHENEVER THE WORDS "CONTRACTOR" APPEAR ON PLUMBING DRAWINGS OR IN THESE SPECIFICATIONS, IT SHALL REFER TO THE PLUMBING SUB-CONTRACTOR. WHENEVER THE WORD "PROVIDE" APPEARS IN THESE DOCUMENTS, IT SHALL BE INTERPRETED TO MEAN "FURNISH AND INSTALL". COORDINATE ALL WORK WITH THE OWNER TO MINIMIZE INTERRUPTION OF BUILDING OPERATION. COORDINATE THE INSTALLATION OF PLUMBING ITEMS WITH THE SCHEDULES FOR WORK OF ALL OTHER TRADES TO PREVENT UNNECESSARY DELAYS IN THE TOTAL WORK. THIS CONTRACTOR SHALL VERIFY AND SATISFY HIMSELF THAT ALL EQUIPMENT FURNISHED WILL PROPERLY FIT IN THE SPACE PROVIDED, THAT IT WILL FUNCTION PROPERLY, AND THAT ALL PARTS OF EQUIPMENT REQUIRING SERVICE ARE READILY ACCESSIBLE. ALL PIPING SHALL BE RUN PARALLEL OR PERPENDICULAR TO BUILDING WALLS AND FRAMING SYSTEM. ALL VERTICAL RUNS SHALL BE HELD AGAINST WALLS, COLUMNS, ETC., AS POSSIBLE TO PERMIT MAKING OF PIPE JOINTS. CONTRACTOR SHALL PROVIDE A GUARANTEE IN WRITTEN FORM STATING THAT ALL WORK SHALL BE FREE OF DEFECTS OR ERRORS, AND ALL EQUIPMENT, MATERIALS, OR PARTS FOR A PERIOD OF ONE YEAR FROM THE DATE OF OWNER'S FINAL ACCEPTANCE AND SHALL REPAIR, REVISE OR REPLACE AT NO COST TO THE OWNER ANY SUCH DEFECTS OCCURRING WITHIN THE GUARANTEE PERIOD. CONTRACTOR SHALL ALSO STATE IN WRITTEN FORM THAT ANY ITEMS OR OCCURRENCES ARISING DURING THE GUARANTEE PERIOD WILL BE ATTENDED TO IN A TIMELY MANNER AND WILL IN NO CASE EXCEED THREE (3) WORKING DAYS FROM DATE OF NOTIFICATION BY OWNER. PROVIDE A COMPLETE INSTALLATION IN CONFORMANCE WITH THE FOLLOWING STANDARDS: AGA:AMERICAN GAS ASSOCIATION ASPE:AMERICAN SOCIETY OF PLUMBING ENGINEERS NFPA: NATIONAL FIRE PROTECTION ASSOCIATION STATEWIDE BUILDING CODE INTERNATIONAL PLUMBING CODE CONTRACTOR SHALL DO ALL CUTTING AND PATCHING REQUIRED FOR INSTALLATION OF THIS WORK. ALL OPENINGS IN WALLS, FLOORS OR CEILINGS SHALL BE PROPERLY SEALED AND RESTORED IN KIND. FLASH AND COUNTERFLASH AT ROOF OPENINGS. ALL EQUIPMENT SHALL BE LISTED AND LABELED, UNLESS OTHERWISE APPROVED. ALL WIRING SHALL MEET THE REQUIREMENTS LISTED IN THE ELECTRICAL SPECIFICATIONS. ALL CONTROL AND INTERLOCK WIRING AND CONDUIT (120V OR 24V) SHALL BE BY THE PLUMBING CONTRACTOR. EQUIPMENT SHALL BE INSTALLED IN ACCORDANCE WITH THE CONDITIONS OF LISTING AND THE MANUFACTURER'S INSTALLATION INSTRUCTIONS AND THIS CODE. CLEANING: THIS CONTRACTOR SHALL REMOVE FROM THE PREMISES ALL ACCUMULATION OF DIRT, DEBRIS, WASTE MATERIALS AND RUBBISH CAUSED BY HIS EMPLOYEES OR WORK, AT LEAST ONCE A WEEK, EXCEPT THAT COMBUSTIBLE MATERIALS SHALL BE REMOVED DAILY. DURING PROGRESS OF THE WORK, MAINTAIN ON DRAWINGS AT THE SITE, AN ACCURATE RECORD OF THE INSTALLATION OF THE MECHANICAL SYSTEM, INDICATING ALL ITEMS WHICH HAVE BEEN CHANGED OR ADDED. APPLY FOR AND PAY FOR ALL PERMITS AND INSPECTIONS REQUIRED BY LOCAL AUTHORITY, FOR THE APPROVAL OF WORK. A CERTIFICATE OF FINAL INSPECTION AND APPROVAL SHALL BE SUBMITTED WITH THE CONTRACTOR'S REQUEST FOR FINAL PAYMENT. NO FINAL PAYMENT WILL BE APPROVED WITHOUT THIS CERTIFICATE. GUARANTEE ALL WORKMANSHIP, MATERIAL, AND EQUIPMENT AND REPLACE ANY FOUND DEFECTIVE WORK WITHOUT COST TO THE OWNER, FOR A PERIOD OF ONE YEAR AFTER FINAL ACCEPTANCE. EXISTING CONDITIONS DO NOT REUSE REMOVED PLUMBING MATERIALS UNLESS SPECIFICALLY INDICATED ON DRAWINGS. EXISTING SYSTEMS MAY BE UTILIZED ONLY TO THE EXTENT INDICATED ON DRAWINGS. IF REQUIRED TO ACCOMMODATE CONSTRUCTION RELATED ACTIVITIES TEMPORARILY REMOVE, STORE IN PROTECTED LOCATION ON SITE, AND REINSTALL CONFLICTING PLUMBING EQUIPMENT, OR DEVICES THAT ARE TO REMAIN OR TO BE RELOCATED. WHERE THE TERM “DEMOLITION” IS USED HEREIN, INTERPRET IT TO MEAN “DEMOLITION” OR “SELECTIVE DEMOLITION” WHERE APPLICABLE. PROVIDE PLUMBING DEMOLITION WORK AS REQUIRED TO ACCOMMODATE PROJECT DEMOLITION AND AS REQUIRED TO ACCOMMODATE NEW CONSTRUCTION. DISCONNECT AND REMOVE WORK TO BE ABANDONED, AND AS REQUIRED TO ACCOMMODATE WORK OF OTHER TRADES, IN AREAS AFFECTED BY THIS PROJECT. LEGALLY DISPOSE OF MATERIALS TO SALVAGED OR RETAINED. 22 05 03 SUBMITTALS FOR PLUMBING DESIGN BASIS MANUFACTURERS OF MATERIAL AND EQUIPMENT ARE SPECIFIED AND PLANS ARE DETAILED ACCORDING TO THIS MATERIAL. CONTRACTOR SHALL BASE HIS BID ON FURNISHING AND INSTALLING THIS MAKE OF MATERIAL AND EQUIPMENT. SHOP DRAWINGS SHALL INCLUDE, BUT ARE NOT LIMITED TO THE FOLLOWING: MAKE, MODEL NUMBER, DIMENSIONS, ELECTRICAL CHARACTERISTICS (RATING). SHOP DRAWINGS SHALL BEAR NAME OF PROJECT AND LOCATION. THE MAKE, TYPE, AND FINISH OF ALL MATERIALS, EQUIPMENT AND APPARATUS SHALL BE APPROVED BY THE ENGINEER/ ARCHITECT IN WRITING BEFORE THE CONTRACTOR INSTALLS IT. ANY SUBSTITUTION FOR ANY SPECIFIED EQUIPMENT OR MATERIAL SHALL FIRST BY APPROVED BY THE ENGINEER/ARCHITECT IN WRITING. SUBMIT SHOP DRAWINGS ON THE FOLLOWING ITEMS FOR REVIEW BEFORE FABRICATION OR SHIPMENT: ·PLUMBING FIXTURES ·WATER HEATERS MAINTENANCE MANUALS: FURNISH THREE FINAL COPIES, INCLUDING WIRING DIAGRAMS, MAINTENANCE AND OPERATING INSTRUCTIONS, PARTS LISTINGS, AND COPIES OF OTHER SUBMITTALS INDICATED FOR INCLUSION. ANY CHANGES TO ITEMS SPECIFIED MUST BE SUBMITTED AS A SUBSTITUTION, WITH COMPLETE DOCUMENTATION OF PRICE DIFFERENTIAL AND EQUIPMENT DETAILS. 1.CERTAIN MAKES OF MATERIALS AND EQUIPMENT ARE SPECIFIED AND DRAWINGS ARE DETAILED ACCORDING TO THIS MATERIAL. CONTRACTOR SHALL BASE HIS BID ON FURNISHINGS AND INSTALLING THE SPECIFIED MAKE AND MODEL OR THE "EQUIVALENT" MODEL OF ANOTHER OF THE SPECIFIED MANUFACTURERS WHICH MEETS ALL THE QUALIFICATIONS OF THE SPECIFIED ITEMS. 2.WHERE MORE THAN ONE MAKE OF MATERIAL OR EQUIPMENT IS SPECIFIED, THE CONTRACTOR SHALL STATE IN HIS BID WHICH MAKE HE PROPOSES TO FURNISH. SHOP DRAWING APPROVAL SHALL BE OBTAINED PRIOR TO SHIPMENT OF EQUIPMENT. 3."EQUIVALENT" MATERIALS AND EQUIPMENT ARE THOSE OF MANUFACTURER WHICH MEET THE SAME STANDARDS OF PERFORMANCE, HAVE EQUAL OR BETTER MATERIALS OF CONSTRUCTION, AND EQUAL OR BETTER MAINTENANCE CHARACTERISTICS. ALL EQUIVALENTS MUST FIT THE SPACE PROVIDED IN THE BUILDING STRUCTURE. WHERE THE USE OF EQUIVALENTS RESULTS IN CHANGES, THIS CONTRACTOR SHALL BE RESPONSIBLE FOR SUCH CHANGES AND ANY COSTS RESULTING FROM THEM. 4.IF THE CONTRACTOR INTENDS TO USE EQUIPMENT OR MATERIALS NOT SPECIFIED, HE MUST RECEIVE APPROVAL FROM THE ENGINEER/ARCHITECT PRIOR TO THE AWARD OF THE CONTRACT. THIS PRIOR APPROVAL ONLY PERMITS SUBMITTAL OF A PARTICULAR MANUFACTURER'S EQUIPMENT IN GENERAL. THE SPECIFIED ITEM TO BE USED MUST AGAIN BE SUBMITTED FOR FINAL REVIEW AS SPECIFIED UNDER "SHOP DRAWINGS". 22 05 23 GENERAL DUTY VALVES GENERAL PROVIDE STOPS OR ISOLATION VALVES ON DOMESTIC WATER SUPPLIES TO ISOLATE HOT AND COLD WATER TO EACH FIXTURE, INCLUDING ALL EQUIPMENT AND EQUIPMENT PROVIDED BY OTHERS. FIXTURES, ITEM OR UNITS FURNISHED BY THE MANUFACTURER WITH INTEGRAL STOPS OR STOPS SPECIFIED WITH THE FIXTURE ARE CONSIDERED TO BE PROPERLY VALVED AT THE FIXTURES. ACCESS SHALL BE PROVIDED TO ALL VALVES. VALVES ON DOMESTIC WATER PIPING SHALL BE BALL VALVES. [BALL VALVES - 1 INCH AND SMALLER: 2-PIECE BODY, 600 PSI CWP, 150 PSI SWP, CAST BRONZE BODY, FULL PORT, TEFLON SEATS, BLOWOUT-PROOF STEM, ADJUSTABLE PACKING GLAND, CHROME PLATED BRONZE BALL, WITH SCREWED ENDS, AND VINYL-COVERED STEEL HANDLE. PROVIDE SOLDER ENDS. PROVIDE EXTENDED VALVE STEMS FOR VALVES USED ON INSULATED LINES. PROVIDE NIBCO SERIES 585-70-NS.] [BALL VALVES: 1-1/4 INCH TO 3 INCH: 3-PIECE BODY, 600 PSI CWP, 150 PSI SWP, CAST BRONZE BODY, CONVENTIONAL PORT, TEFLON SEATS, BLOWOUT-PROOF STEM, ADJUSTABLE PACKING GLAND, CHROME PLATED BRONZE BALL, SCREWED ENDS, AND VINYL-COVERED STEEL HANDLE. PROVIDE SOLDER ENDS. PROVIDE EXTENDED VALVE STEMS FOR VALVES USED ON INSULATED LINES. PROVIDE TO NIBCO SERIES 590-Y.] MANUFACTURERS: SUBJECT TO COMPLIANCE WITH REQUIREMENTS, AVAILABLE PRODUCTS THAT MAY BE INCORPORATED INTO THE WORK INCLUDE, AND ARE LIMITED TO, THE FOLLOWING: AMERICAN VALVE, INC. CONBRACO INDUSTRIES, INC.; APOLLO VALVES. CRANE CO.; CRANE VALVE GROUP; CRANE VALVES. HAMMOND VALVE. MILWAUKEE VALVE COMPANY. NIBCO INC. RED-WHITE VALVE CORPORATION. WATTS REGULATOR CO.; A DIVISION OF WATTS WATER TECHNOLOGIES, INC CHECK VALVES SWING CHECK VALVES - CLASS 125, CAST BRONZE BODY AND CAP, HORIZONTAL SWING, Y-PATTERN, WITH A BRONZE DISC, AND HAVING THREADED OR SOLDER ENDS. PROVIDE SOLDER ENDS FOR DOMESTIC HOT AND COLD WATER SERVICE. PROVIDE NIBCO S-413. 22 05 29 HANGERS AND SUPPORTS FOR PLUMBING PIPING AND EQUIPMENT GENERAL SUPPORT ALL PIPING AND EQUIPMENT BY HANGERS OR BRACKETS. PROVIDE STRUCTURAL STEEL MEMBERS WHERE REQUIRED TO SUPPORT PIPING AND EQUIPMENT. NO PORTION OF PIPING OR VALVES SHALL BE SUPPORTED BY EQUIPMENT. DELEGATED DESIGN FOR EQUIPMENT SUPPORTS, THIS CONTRACTOR SHALL RETAIN A QUALIFIED PROFESSIONAL ENGINEER TO PROVIDE SUPPORT CALCULATIONS OF STATIC AND DYNAMIC LOADING DUE TO OPERATING EQUIPMENT WEIGHT, SEISMIC AND WIND FORCES. THE SIGNED AND SEALED CALCULATIONS AND DETAILS SHALL BE SUBMITTED BY THE RETAINED PROFESSIONAL ENGINEER. PIPING PROVIDE HANGERS, SUPPORTS, CLAMPS AND ATTACHMENTS TO SUPPORT PIPING PROPERLY FROM BUILDING STRUCTURE. ARRANGE FOR GROUPING OF PARALLEL RUNS OF HORIZONTAL PIPING SUPPORTED TOGETHER ON FIELD-FABRICATED, HEAVY-DUTY TRAPEZE HANGERS WHERE POSSIBLE. WHERE PIPING OF VARIOUS SIZES IS SUPPORTED TOGETHER BY TRAPEZE HANGERS, SPACE HANGERS FOR SMALLEST PIPE SIZE OR PROVIDE INTERMEDIATE SUPPORTS FOR SMALLER DIAMETER PIPE AS SPECIFIED ABOVE FOR INDIVIDUAL PIPE HANGERS. INDIVIDUAL PIPE HANGERS TO BE ANVIL INTERNATIONAL CLEVIS HANGER FIG. 260, ELCEN. ROD SIZES TO CONFORM TO THE FOLLOWING: 3/8" RODS FOR 3/4" TO 2" PIPE; 1/2" RODS FOR 2-1/2" TO 3" PIPE; 5/8" RODS FOR 4" TO 5" PIPE; 3/4" RODS FOR 6" PIPE. HANGERS SHALL BE SIZED TO ALLOW INSULATION TO PASS THROUGH UNOBSTRUCTED, PROVIDE SADDLE SUPPORT FOR INSULATION AT ALL HANGERS. HANGER SPACING FOR STEEL PIPING UNLESS OTHERWISE NOTED IS TO BE AS FOLLOWS: 1-1/4” OR SMALLER TO BE 8' ON CENTER; 1-1/2" TO 2" TO BE 10' ON CENTER; 2-1/2" AND LARGER TO BE 12' ON CENTER AND AT EACH CHANGE OF DIRECTION. HANGER SPACING FOR COPPER PIPE TO BE AS FOLLOWS: 1" OR SMALLER 6' ON CENTER; 1-1/4" OR LARGER 8' ON CENTER. HANGER SPACE FOR CPVC AND PVC PIPE TO BE AS FOLLOWS: 1” AND SMALLER TO BE 3' ON CENTER; 1-1/4” OR LARGER TO BE 4' ON CENTER. PIPING SHALL ALSO BE SUPPORTED AT EACH CHANGE IN DIRECTION, VALVES AND EQUIPMENT. 22 05 53 IDENTIFICATION FOR PLUMBING PIPING AND EQUIPMENT PIPING PROVIDE SELF-ADHESIVE PIPE LABELS WITH WHITE BACKGROUND AND BLACK LETTERING, CONTACT TYPE WITH PERMANENT ADHESIVE BACKING. INCLUDE IDENTIFICATION OF PIPING SERVICE USING SAME DESIGNATIONS OR ABBREVIATIONS AS USED ON THE DRAWINGS AND AN ARROW INDICATING FLOW DIRECTION. EQUIPMENT PROVIDE SELF-ADHESIVE PLASTIC EQUIPMENT LABELS WITH WHITE BACKGROUND AND BLACK LETTERING, CONTACT TYPE WITH PERMANENT ADHESIVE BACKING, 160 DEGREE F TEMPERATURE. INCLUDE EQUIPMENT'S DRAWING DESIGNATION AND SPECIFICATION SECTION NUMBER WHERE EQUIPMENT IS SPECIFIED. 22 07 19 PLUMBING SYSTEM INSULATION GENERAL INSULATION SHALL BE LISTED AND LABELED PER ASTM E 84 FOR PLENUM INSTALLATIONS EMPLOYING SLIP ON TECHNIQUES. PROVIDE INSULATION MATERIALS, ACCESSORIES, AND FINISHES WITH SMOOTH, STRAIGHT, AND EVEN SURFACES; FREE OF VOIDS THROUGHOUT THE LENGTH OF PIPING INCLUDING FITTINGS, VALVES, AND SPECIALTIES. SURFACE PREPARATION: CLEAN AND DRY SURFACES TO RECEIVE INSULATION. REMOVE MATERIALS THAT WILL ADVERSELY AFFECT INSULATION APPLICATION. PIPING SYSTEMS REQUIRING INSULATION INSULATE DOMESTIC COLD WATER PIPING, ASSOCIATED FITTINGS AND VALVES WITH FLEXIBLE ELASTOMERIC 1/2” WALL THICKNESS INSULATION. INSULATE DOMESTIC HOT WATER PIPING, ASSOCIATED FITTINGS AND VALVES WITH 1” THICK FLEXIBLE ELASTOMERIC, 1” THICK MINERAL WOOL, 1-1/2” THICK FIBERGLASS INSULATION OR PER LOCAL ENERGY CODE, WHICHEVER GREATER. INSULATE DOMESTIC HOT WATER RETURN PIPING, ASSOCIATED FITTINGS AND VALVES WITH 1” WALL THICKNESS INSULATION OR PER LOCAL ENERGY CODE, WHICHEVER GREATER. INSULATE WASTE PIPING ABOVE CEILINGS THAT RECEIVE CONDENSATE WITH 1/2" WALL THICKNESS INSULATION. INSULATE EXPOSED SANITARY DRAINS, DOMESTIC WATER, DOMESTIC HOT WATER, AND STOPS FOR PLUMBING FIXTURES FOR PEOPLE WITH DISABILITIES. FLEXIBLE ELASTOMERIC INSULATION CLOSED-CELL, SPONGE- OR EXPANDED-RUBBER MATERIALS. COMPLY WITH ASTM C 534, TYPE I FOR TUBULAR MATERIALS AND TYPE II FOR SHEET MATERIALS. ADHESIVES, SEALERS, AND PROTECTIVE FINISHES: AS RECOMMENDED BY INSULATION MANUFACTURER FOR APPLICATIONS INDICATED. MANUFACTURERS: SUBJECT TO COMPLIANCE WITH REQUIREMENTS, AVAILABLE PRODUCTS THAT MAY BE INCORPORATED INTO THE WORK INCLUDE, AND ARE LIMITED TO, THE FOLLOWING: AEROFLEX USA, INC.; AEROCEL. ARMACELL LLC; AP ARMAFLEX. K-FLEX USA; INSUL-LOCK, INSUL-TUBE, AND K-FLEX LS. FIBERGLASS INSULATION FIBERGLASS PIPING INSULATION: ASTM C 547, CLASS 1 ENCASE PIPE FITTINGS INSULATION WITH ONE-PIECE PRE-MOLDED PVC FITTING COVERS. VAPOR BARRIER MATERIAL: PAPER-BACKED ALUMINUM FOIL, EXCEPT AS OTHERWISE INDICATED, STRENGTH AND PERMEABILITY RATING EQUIVALENT TO ADJOINING PIPE INSULATION JACKETING. STAPLES, BANDS, WIRES, AND CEMENT: AS RECOMMENDED BY INSULATION MANUFACTURER FOR APPLICATIONS INDICATED. ADHESIVES, SEALERS, AND PROTECTIVE FINISHES: AS RECOMMENDED BY INSULATION MANUFACTURER FOR APPLICATIONS INDICATED. MANUFACTURERS: SUBJECT TO COMPLIANCE WITH REQUIREMENTS, AVAILABLE PRODUCTS THAT MAY BE INCORPORATED INTO THE WORK INCLUDE, AND ARE LIMITED TO, THE FOLLOWING: ARMSTRONG WORLD INDUSTRIES, INC. OWENS-CORNING FIBERGLASS CORP. KEENE CORP. CERTAINTEED. JOHNS MANVILLE. ADHESIVES MATERIALS SHALL BE COMPATIBLE WITH INSULATION MATERIALS, JACKETS, AND SUBSTRATES AND FOR BONDING INSULATION TO ITSELF AND TO SURFACES TO BE INSULATED, UNLESS OTHERWISE INDICATED. INSULATION FOR HANDICAP ACCESSIBLE FIXTURES ALL HANDICAP LAVATORY P-TRAP AND ANGLE STOP ASSEMBLIES SHALL BE INSULATED WITH TRAP WRAP PROTECTIVE KIT MANUFACTURED BY PROFLO MODEL PF202WH. ABRASION RESISTANT, ANTI-MICROBIAL VINYL EXTERIOR COVER SHALL BE SMOOTH. FOR TRAPS, THE INSULATION SHALL HAVE A CLEANOUT NUT CAP TO ALLOW SERVICE TO THE TRAP WITHOUT DISASSEMBLY. FOR STOPS, THE INSULATION SHALL HAVE A LOCK LID THAT PREVENTS TAMPERING BUT ALLOWS ACCESS WITHOUT REMOVAL OF THE INSULATION. FASTENERS SHALL REMAIN SUBSTANTIALLY OUT OF SIGHT. MANUFACTURERS: SUBJECT TO COMPLIANCE WITH REQUIREMENTS: PROFLO TRUEBRO PLUMBEREX 22 11 16 DOMESTIC WATER PIPING GENERAL INSTALL PIPING CONCEALED FROM VIEW UNLESS NOTED OTHERWISE, FREE OF SAGS AND BENDS. DO NOT ENCLOSE, COVER, OR PUT PIPING INTO OPERATION UNTIL IT HAS BEEN INSPECTED AND APPROVED BY AUTHORITIES HAVING JURISDICTION. CLEAN AND DISINFECT POTABLE DOMESTIC WATER PIPING USING APPROVED PROCEDURES BY AUTHORITIES HAVING JURISDICTION. INSTALL AT RIGHT ANGLES; DIAGONAL RUNS ARE PROHIBITED UNLESS OTHERWISE SHOWN. INSTALL PIPING ABOVE ACCESSIBLE CEILINGS TO ALLOW SUFFICIENT SPACE FOR CEILING PANEL REMOVAL. COORDINATE ALL PIPING WITH ALL OTHER TRADES. PROVIDE WATER PRESSURE REGULATORS WHERE NECESSARY TO LIMIT THE INCOMING WATER PRESSURE TO 80 PSI INSIDE THE BUILDING. DOMESTIC WATER PIPING ABOVE GROUND: HARD COPPER TUBE, ASTM B 88, TYPE L; WROUGHT-COPPER, SOLDER-JOINT FITTINGS; AND SOLDERED JOINTS. SOLDER FILLER METALS: ASTM B 32, LEAD-FREE ALLOYS. FLUX: ASTM B 813, WATER FLUSHABLE. TYPE “L”; COPPER PRESSURE-SEAL JOINT; AND PRESSURE-SEAL JOINT SYSTEMS. FLOWGUARD GOLD CPVC PLUMBING SYSTEM. (COPPER TUBE SIZE). SCHEDULE 40 CPVC PIPE, SOCKET FITTINGS; AND SOLVENT-CEMENTED JOINTS. MEET THE FLAME /SMOKE REQUIREMENTS. COMPLY WITH NSF 61 FOR POTABLE DOMESTIC WATER PIPING AND COMPONENTS. APPROVED FOR RETURN AIR PLENUMS INSTALLATION AND POTABLE WATER DISTRIBUTION SYSTEM. TEST REPORT REQUIRED. TYPE PEX-A. CROSS LINKED POLYETHYLENE TUBING FOR HOT AND COLD WATER DISTRIBUTION. ENGINEERED PLASTIC FITTINGS WITH PLASTIC COLLARS. ENGINEERED PLASTIC MANIFOLDS. USE MANUFACTURER APPROVED VALVES AND FITTINGS. BASIS OF DESIGN - UPONOR PEX TUBING UPONOR WIRSBO INC. OR JEBCO MARKETING INC. CATHODIC PROTECTION PROVIDE DIELECTRIC INSULATION AT POINTS WHERE COPPER OR BRASS PIPE COMES IN CONTACT WITH FERROUS PIPING, REINFORCING STEEL OR OTHER DISSIMILAR METAL IN STRUCTURE. 22 11 19 DOMESTIC WATER PIPING SPECIALTIES REDUCED PRESSURE BACKFLOW PREVENTERS BACKFLOW PREVENTER (2” AND SMALLER) - PROVIDE A REDUCED PRESSURE BACKFLOW PREVENTER ON WATER SERVICE MAIN WHERE THE WATER SERVICE ENTERS THE BUILDING. REDUCED PRESSURE BACKFLOW PREVENTER SHALL BE SIZED EQUAL TO THE SIZE OF THE WATER SERVICE AND CONFORM TO ASSE 1013. PIPE BACKFLOW PREVENTER DISCHARGE TO APPROVED PLACE OF DISPOSAL. DUAL CHECK VALVE BACKFLOW PREVENTER PROVIDE A DUAL CHECK VALVE BACKFLOW PREVENTER THAT COMPLIES WITH ASSE 1022 AT CONNECTION OF DOMESTIC WATER SUPPLY TO ANY PERMANENTLY CONNECTED CARBONATED BEVERAGE DISPENSER OR WHERE INDICATED IN THE CONTRACT DOCUMENTS. PROVIDE A DUAL CHECK VALVE BACKFLOW PREVENTER THAT COMPLIES WITH ASSE 1024 AT CONNECTION OF DOMESTIC WATER SUPPLY TO ANY POTABLE WATER DISPENSING EQUIPMENT SUCH AS ICE MAKERS, COFFEE MACHINES, TEA MACHINES, ESPRESSO MACHINES OR WHERE INDICATED IN THE CONTRACT DOCUMENTS. MANUFACTURERS: SUBJECT TO COMPLIANCE WITH REQUIREMENTS, AVAILABLE PRODUCTS THAT MAY BE INCORPORATED INTO THE WORK INCLUDE, AND ARE LIMITED TO, THE FOLLOWING: AMES FIRE & WATERWORKS; A DIVISION OF WATTS WATER TECHNOLOGIES, INC. CONBRACO INDUSTRIES, INC. FEBCO; A DIVISION OF WATTS WATER TECHNOLOGIES, INC. FLOMATIC CORPORATION. WATTS; A DIVISION OF WATTS WATER TECHNOLOGIES, INC.; WATTS REGULATOR COMPANY. ZURN INDUSTRIES, LLC; PLUMBING PRODUCTS GROUP; WILKINS WATER CONTROL PRODUCTS. BALANCING VALVES PROVIDE BALANCING VALVES WHERE REQUIRED FOR PROPER BALANCING OF WATER SYSTEMS AS SHOWN ON THE CONTRACT DOCUMENTS. BALANCING VALVES SHALL BE RED-WHITE VALVE CORPORATION MODEL 9517AB (NPT) OR MODEL 9519 (SOLDER). VALVE SHALL HAVE BRASS BODY, GLOBE VALVE REGULATION AND ISOLATION PROPERTIES, FIXED ORIFICE DESIGN FOR PRECISE MEASUREMENT, INTEGRAL MEMORY STOP TO ENSURE REPEATABLE SETTING, FULL SHUTOFF WITHOUT AFFECTING MEMORY SETTINGS, HIGH AND LOW PRESSURE METERING POINTS, PRECISION INDICATOR WINDOWS, RUGGED TOP SET HAND-WHEEL ASSEMBLY, PRESSURE RATING OF 300 PSI, AND TEMPERATURE RATING OF 15 DEG. F TO 260 DEG. F. MANUFACTURERS: SUBJECT TO COMPLIANCE WITH REQUIREMENTS, AVAILABLE MANUFACTURERS OFFERING PRODUCTS THAT MAY BE INCORPORATED INTO THE WORK INCLUDE, AND ARE LIMITED TO, THE FOLLOWING: CRANE CO.; CRANE VALVE GROUP; CRANE VALVES. HAMMOND VALVE. MILWAUKEE VALVE COMPANY. NIBCO INC. WATTS RED-WHITE VALVE CORP. VACUUM BREAKERS VACUUM BREAKERS SHALL BE WATTS MODEL LF288A FOR PIPING CONNECTIONS OR WATTS LF8 SERIES FOR HOSE CONNECTIONS. VACUUM BREAKERS SHALL COMPLY WITH ASSE 1001 FOR PIPED CONNECTIONS, ASSE 1011 FOR HOSE CONNECTIONS, BRONZE BODY AND THREADED CONNECTIONS WITH ROUGH BRONZE FINISH. MANUFACTURERS: SUBJECT TO COMPLIANCE WITH REQUIREMENTS, AVAILABLE MANUFACTURERS OFFERING PRODUCTS THAT MAY BE INCORPORATED INTO THE WORK INCLUDE, AND LIMITED TO, THE FOLLOWING: MIFAB, INC. PRIER PRODUCTS, INC. WATTS; A DIVISION OF WATTS WATER TECHNOLOGIES, INC.; WATTS REGULATOR COMPANY. ZURN INDUSTRIES, LLC; PLUMBING PRODUCTS GROUP; LIGHT COMMERCIAL PRODUCTS. ZURN INDUSTRIES, LLC; PLUMBING PRODUCTS GROUP; WILKINS WATER CONTROL PRODUCTS PRESSURE REDUCING VALVES PROVIDE PRESSURE REDUCING VALVE TO REGULATE INCOMING DOMESTIC WATER PRESSURE IN EXCESSIVE OF 80 PSIG. PRESSURE REDUCING VALVE SHALL BE WATTS MODEL LF25AUB-Z3 OR LF223S, COMPLY WITH ASSE 1003, INITIAL WORKING PRESSURE OF 300 PSIG, INTEGRAL STRAINER, LEAD-FREE BRASS BODY WITH THREADED CONNECTIONS. MANUFACTURERS: SUBJECT TO COMPLIANCE WITH REQUIREMENTS, AVAILABLE MANUFACTURERS OFFERING PRODUCTS THAT MAY BE INCORPORATED INTO THE WORK INCLUDE, AND LIMITED TO, THE FOLLOWING: CASH ACME; A DIVISION OF RELIANCE WORLDWIDE CORPORATION. CONBRACO INDUSTRIES, INC. HONEYWELL INTERNATIONAL INC. WATTS; A DIVISION OF WATTS WATER TECHNOLOGIES, INC.; WATTS REGULATOR COMPANY. ZURN INDUSTRIES, LLC; PLUMBING PRODUCTS GROUP; WILKINS WATER CONTROL PRODUCTS. STRAINERS PROVIDE LEAD-FREE WYE-PATTERN STRAINER WATTS MODEL LFS777S RATED FOR 125 PSIG MINIMUM, BRONZE BODY, THREADED CONNECTIONS, STAINLESS STEEL SCREEN WITH ROUND PERFORATIONS OF 0.020 INCH AND PIPE PLUG DRAIN. PROVIDE STRAINERS ON SUPPLY SIDE OF EACH PRESSURE REDUCING VALVE, SOLENOID VALVE AND PUMP. MANUFACTURERS: SUBJECT TO COMPLIANCE WITH REQUIREMENTS, AVAILABLE MANUFACTURERS OFFERING PRODUCTS THAT MAY BE INCORPORATED INTO THE WORK INCLUDE, AND LIMITED TO, THE FOLLOWING: MIFAB, INC. PRIER PRODUCTS, INC. WATTS; A DIVISION OF WATTS WATER TECHNOLOGIES, INC.; WATTS REGULATOR COMPANY. ZURN INDUSTRIES, LLC; PLUMBING PRODUCTS GROUP; LIGHT COMMERCIAL PRODUCTS. ZURN INDUSTRIES, LLC; PLUMBING PRODUCTS GROUP; WILKINS WATER CONTROL PRODUCTS HOSE BIBBS WHERE APPLICABLE AND POSSIBLE, INSTALL ALL HOSE BIBS 24”-30” ABOVE FINISHED FLOOR TO FACILITATE FILLING OF MOP BUCKET WITHOUT A HOSE. FURNISH TO OWNER WITH RECEIPT ONE VALVE KEY FOR EACH KEY OPERATED HOSE BOB INSTALLED. MANUFACTURERS: SUBJECT TO COMPLIANCE WITH REQUIREMENTS, AVAILABLE MANUFACTURERS OFFERING PRODUCTS THAT MAY BE INCORPORATED INTO THE WORK INCLUDE, AND LIMITED TO, THE FOLLOWING: JOSAM COMPANY MIFAB, INC. SMITH, JAY R. MFG. CO.; DIVISION OF SMITH INDUSTRIES, INC. TYLER PIPE; WADE DIV. WATTS DRAINAGE PRODUCTS. WOODFORD MANUFACTURING COMPANY; A DIVISION OF WCM INDUSTRIES, INC. ZURN INDUSTRIES, LLC; PLUMBING PRODUCTS GROUP; LIGHT COMMERCIAL PRODUCTS. ZURN INDUSTRIES, LLC; PLUMBING PRODUCTS GROUP; SPECIFICATION DRAINAGE PRODUCTS. WALL HYDRANTS PROVIDE NONFREEZE WALL HYDRANTS WOODFORD MODEL B-67 WITH CHROME FINISH ON BRASS CASTING WITH BOX AND HINGED DOOR. CONCEAL WITHIN INTERIOR PARTITIONS. FURNISH TO OWNER WITH RECEIPT ONE VALVE KEY FOR EACH KEY OPERATED WALL HYDRANT INSTALLED. MANUFACTURERS: SUBJECT TO COMPLIANCE WITH REQUIREMENTS, AVAILABLE MANUFACTURERS OFFERING PRODUCTS THAT MAY BE INCORPORATED INTO THE WORK INCLUDE, AND LIMITED TO, THE FOLLOWING: JOSAM COMPANY MIFAB, INC. SMITH, JAY R. MFG. CO.; DIVISION OF SMITH INDUSTRIES, INC. TYLER PIPE; WADE DIV. WATTS DRAINAGE PRODUCTS. WOODFORD MANUFACTURING COMPANY; A DIVISION OF WCM INDUSTRIES, INC. ZURN INDUSTRIES, LLC; PLUMBING PRODUCTS GROUP; LIGHT COMMERCIAL PRODUCTS. ZURN INDUSTRIES, LLC; PLUMBING PRODUCTS GROUP; SPECIFICATION DRAINAGE PRODUCTS. TRAP-SEAL PRIMER DEVICE THE PLUMBING CONTRACTOR SHALL PROVIDE TRAP PRIMERS FOR ALL FLOOR DRAINS. TRAP PRIMER SHALL BE MIFAB MR-500 TRAP PRIMER VALVE. PROVIDE ACCESS PANEL IN WALL OR CEILING FOR ALL CONCEALED TRAP PRIMERS. INSTALL TRAP SEAL PRIMER VALVES WITH OUTLET PIPING PITCHED DOWN TOWARD DRAIN TRAP A MINIMUM OF 1% AND CONNECT TO FLOOR DRAIN BODY, TRAP OR INLET FITTING.COORDINATE EXACT LOCATION WITH ARCHITECT PRIOR TO INSTALLATION. MANUFACTURERS: SUBJECT TO COMPLIANCE WITH REQUIREMENTS, AVAILABLE MANUFACTURERS OFFERING PRODUCTS THAT MAY BE INCORPORATED INTO THE WORK INCLUDE, AND LIMITED TO, THE FOLLOWING: MIFAB, INC. PRECISION PLUMBING PRODUCTS, INC. SIOUX CHIEF MANUFACTURING COMPANY, INC. SMITH, JAY R. MFG. CO.; DIVISION OF SMITH INDUSTRIES, INC. WATTS; A DIVISION OF WATTS WATER TECHNOLOGIES, INC.; WATTS REGULATOR COMPANY. WATER TAB METERS DISPLACEMENT-TYPE WATER METERS: PLUMBING CONTRACTOR TO COORDINATE WITH OWNER FOR EXACT MODEL AND MANUFACTURER. DESCRIPTION: DISPLACEMENT-TYPE WATER METER COMPLYING WITH AWWA C700. REMOTE REGISTRATION SYSTEM: DIRECT-READING TYPE COMPLYING WITH AWWA C706; MODIFIED WITH SIGNAL-TRANSMITTING ASSEMBLY, LOW-VOLTAGE CONNECTING WIRING, AND REMOTE REGISTER ASSEMBLY AS REQUIRED BY LANDLORD OR OWNER. MOUNT READER IN AN ACCESSIBLE LOCATION. WATER HAMMER ARRESTERS PROVIDE WATER-HAMMER ARRESTERS IN WATER PIPING ACCORDING TO PDI-WH 201. STANDARD: ASSE 1010 OR PDI-WH 201. TYPE: METAL BELLOWS OR COPPER TUBE WITH PISTON. SIZE: ASSE 1010, SIZES AA AND A THROUGH F, OR PDI-WH 201, SIZES A THROUGH F. MANUFACTURERS: SUBJECT TO COMPLIANCE WITH REQUIREMENTS, AVAILABLE MANUFACTURERS OFFERING PRODUCTS THAT MAY BE INCORPORATED INTO THE WORK INCLUDE, AND ARE LIMITED TO, THE FOLLOWING: AMTROL, INC. JOSAM COMPANY. PRECISION PLUMBING PRODUCTS, INC. SIOUX CHIEF MANUFACTURING COMPANY, INC. SMITH, JAY R. MFG. CO.; DIVISION OF SMITH INDUSTRIES, INC. WATTS DRAINAGE 22 13 16 SANITARY, WASTE AND VENT PIPING SYSTEM GENERAL PROVIDE A COMPLETE SOIL, WASTE AND VENT SYSTEM IN THE BUILDING AND ON THE SITE AS INDICATED ON THE DRAWINGS AND AS SPECIFIED HEREIN. ABOVE GROUND SOIL, WASTE AND VENT PIPING WITHIN BUILDINGS INCLUDING SOIL STACKS, VENT STACKS, HORIZONTAL BRANCHES, TRAPS, AND CONNECTIONS TO FIXTURES AND DRAINS. UNDERGROUND BUILDING DRAIN PIPING INCLUDING MAINS, BRANCHES, TRAPS, CONNECTIONS TO FIXTURES AND DRAINS, AND CONNECTIONS TO STACKS, TERMINATING AT CONNECTION TO EXISTING SANITARY SEWER. INTERIOR PIPING LINE SHALL BE SCHEDULE 40 CELLULAR-CORE PVC PIPE. ASTM F891, WITH ALL COMPATIBLE PVC SOCKET FITTINGS. MAKE TO ASTM D3311, DRAIN, WASTE, AND VENT PATTERNS. PIPING ALIGNMENT SHALL BE AS INDICATED ON THE DRAWINGS USING APPROVED WYE BRANCHES OR EIGHT BANDS FOR DIRECTION CHANGES AND SHALL BE SURELY SUPPORTED OR SECURED TO MAINTAIN SUCH ALIGNMENT. PITCH OF SANITARY PIPING SHALL BE UNIFORM AT A MINIMUM OF 1/8" PER FOOT FOR BUILDING DRAINS, DRAINAGE PIPING GREATER THAN 2” AND AS INDICATED ON THE DRAWINGS. PITCH OF SANITARY PIPING SHALL BE UNIFORM AT A MINIMUM OF 1/4" PER FOOT FOR DRAINAGE PIPING 2” AND SMALLER AND AS INDICATED ON THE DRAWINGS. PROTECTION SHALL BE GIVEN ALL FOOTINGS, OTHER STRUCTURAL ELEMENTS DURING UNDERGROUND WORK ADJACENT TO SUCH ITEMS. REFER TO ARCHITECTURAL AND/OR STRUCTURAL DRAWINGS FOR LOCATIONS. VENT ALL FIXTURES, CONNECT BRANCH VENTS TO MAIN VENT RISERS AT LEAST SIX INCHES ABOVE FLOOD RIM OF FIXTURES. PITCH VENT LINES BACK TO SOIL OR WASTE PIPE, FREE OF DROPS AND SAGS. CLEANOUTS SHALL BE FULL SIZE OF PIPE UP TO 4", AND 4" FOR LARGER SIZES. FOR UNDERGROUND AND CONCEALED LINES, PROVIDE CLEANOUTS IN ACCESSIBLE POSITIONS AT EACH RIGHT ANGLE TURN AND AT INTERVALS NOT TO EXCEED FIFTY FEET. IN FLOORS, INSTALL FLUSH WITH FINISH FLOOR WITH EXTENSION PIPE FROM CLEANOUT WYE. 22 13 19 SANITARY WASTE PIPING SPECIALTIES CLEANOUTS FLOOR CLEANOUT: AS SCHEDULED. WALL CLEANOUT: AS SCHEDULED. PROVIDE A SANITARY TEE AND THREADED CAP CLEANOUT PLUG IN SUSPENDED WASTE PIPING. MANUFACTURERS: SUBJECT TO COMPLIANCE WITH REQUIREMENTS, AVAILABLE PRODUCTS THAT MAY BE INCORPORATED INTO THE WORK INCLUDE, AND ARE LIMITED TO, THE FOLLOWING: JOSAM JAY R SMITH WATTS REGULATOR CO.; A DIVISION OF WATTS WATER TECHNOLOGIES, INC MIFAB ZURN SIOUX CHIEF FLOOR DRAINS JOSAM, SMITH, ZURN, WATTS, MIFAB, SIOUX CHIEF, OR OATEY ALL FLOOR DRAINS LOCATED IN ROOMS WHICH HAVE TILE FLOORS SHALL HAVE SQUARE STRAINERS. REFER TO PLUMBING FIXTURE AND EQUIPMENT SCHEDULE FOR PROJECT SPECIFIC FLOOR DRAIN MANUFACTURERS AND MODELS 22 30 01 POINT OF USE THERMOSTATIC MIXING VALVES GENERAL THERMOSTATIC MIXING VALVES SHALL BE PROVIDED FOR ALL PUBLIC HAND WASHING SINKS AND LAVATORIES AND SHALL BE ASSE 1070 LISTED, LEAD FREE, SWEAT CONNECTIONS, 125 PSI OPERATING PRESSURE. MOUNT UNDER SINK OR LAVATORY. SET OUTLET TEMPERATURE OF THERMOSTATIC MIXING VALVE TO 110 DEGREES F. POINT-OF USE THERMOSTATIC MIXING VALVES SHALL BE POWERS HYDROGUARD LFe480. ROUTE TEMPERED WATER TO HOT WATER SIDE OF SINK AND LAVATORIES. MANUFACTURERS: SUBJECT TO COMPLIANCE WITH REQUIREMENTS, AVAILABLE MANUFACTURERS OFFERING PRODUCTS THAT MAY BE INCORPORATED INTO THE WORK INCLUDE, AND ARE LIMITED TO, THE FOLLOWING: SYMMONS LAWLER LEONARD POWERS BRADLEY 22 33 00 COMMERCIAL ELECTRIC, DOMESTIC WATER HEATERS TANK TYPE PROVIDE COMMERCIAL ELECTRIC TANK TYPE WATER HEATER AS SCHEDULED. COMPLY WITH UL 1453 STANDARD. PROVIDE CORROSION RESISTANT METAL DRAIN PAN WITH RAISED EDGE SIZED NOT LESS THAN THE BASE OF THE WATER HEATER AND INCLUDE DRAIN OUTLET NOT LESS THAN NPS 3/4 WITH ASME B1.20.1 PIPE THREADS. PROVIDE FIELD FABRICATED PIPING HEAT TRAP ARRANGEMENT ACCORDING TO ASHRAE/IESNA 90.1. PROVIDE COMBINATION TEMPERATURE AND PRESSURE RELIEF VALVE, ASME RATED AND STAMPED WITH RELIEVING CAPACITY AT LEAST AS GREAT AS HEAT INPUT AND PRESSURE SETTING LESS THAN WATER HEATER'S RATED OPERATING PRESSURE. PROVIDE WATER HEATER STANDS OR MOUNTING BRACKETS WITH MANUFACTURER'S FACTORY FABRICATED STEEL CAPABLE OF SUPPORTING WATER HEATER AND WATER. PROVIDE STEEL PRESSURE-RATED EXPANSION TANK CONSTRUCTED WITH WELDED JOINTS AND FACTORY-INSTALLED BUTYL RUBBER DIAPHRAGM, PRE-CHARGED TO MINIMUM SYSTEM OPERATING PRESSURE AT TANK. MANUFACTURERS: SUBJECT TO COMPLIANCE WITH REQUIREMENTS, AVAILABLE MANUFACTURERS OFFERING PRODUCTS THAT MAY BE INCORPORATED INTO THE WORK INCLUDE, AND ARE LIMITED TO, THE FOLLOWING: BRADFORD WHITE CORPORATION. LOCHINVAR CORPORATION. RHEEM MANUFACTURING COMPANY. SMITH, A. O. WATER PRODUCTS CO.; A DIVISION OF A. O. SMITH CORPORATION. 22 40 00 PLUMBING FIXTURES GENERAL REFER TO PLUMBING FIXTURE SCHEDULE. MANUFACTURERS: SUBJECT TO COMPLIANCE WITH REQUIREMENTS, AVAILABLE MANUFACTURERS OFFERING PRODUCTS THAT MAY BE INCORPORATED INTO THE WORK INCLUDE, AND ARE LIMITED TO, THE FOLLOWING: AMERICAN STANDARD AMERICA. CRANE PLUMBING, LLC. KOHLER CO. TOTO USA, INC. ZURN INDUSTRIES, LLC; COMMERCIAL BRASS AND FIXTURES. STERLING; A KOHLER COMPANY. ELKAY. SLOAN. FIAT. 4850 SMITH ROAD, STE. 101 C I N C I N N A T I , O H 4 5 2 1 2 5 1 3 .9 0 1 .0 0 4 0 W W W .M A R Q U E E N G .C O M REV. A B C D E F G H J K L M N P 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 181716151413121110987654321 SHEET TITLE DATE DESCRIPTION THE SHOPS AT SANTA ANITA SHEET NO. 400 S BALDWIN AVE UNIT D9 ARCADIA, CA 91007 LEGO Nelco Architecture, Inc. 201 EAST 4TH STREET SUITE 17 CINCINNATI, OH 45202 513.241.3000 WWW.NELSONWORLDWIDE.COM NELSON PROJECT NUMBER: 24.0002536.000 AUTHORIZED FOR: LANDLORD REVIEW SET- BID & PERMIT SET-12 / 16 / 2024 12 / 16 / 2024 PERMIT SUBMITTAL BLDG DEPT RESPONSE102 / 28 / 2025 BLDG DEPT RESPONSE204 / 25 / 2025 COPYRIGHT NOTICE 2025 MARQUE ENGINEERING LLC THIS PLAN IS PROTECTED UNDER FEDERAL COPYRIGHTS LAWS. THE ORIGINAL PURCHASER IS AUTHORIZED TO CONSTRUCT WITH THIS PLAN FOR ONLY ONE TIME. REUSE OR CHANGE OF THIS PLAN IS PROHIBITED. ALL IDEAS, DESIGNS, ARRANGEMENTS, AND PLANS INDICATED HEREIN ARE OWNED BY AND THE PROPERTY OF MARQUE ENGINEERING LLC. NOTHING ON THESE PLANS SHALL BE REUSED WITHOUT THE WRITTEN PERMISSION OF MARQUE ENGINEERING LLC. IF PLANS ARE NOT PRESENTED FOR PERMIT REVIEW WITHIN 120 DAYS OF ENGINEER SIGNATURE THIS SHEET IS VOID AND WILL NEED TO BE UPDATED BY THE ENGINEER OF RECORD.P-101 PLUMBING SPECIFICATIONS Working Drawing Review These Drawings have been reviewed for general design intent only. All actual field condi�ons are required to be verified by the Tenants Architect and/ or Contractor. Tenants are responsible for complying with all government regula�ons. One (1) copy of this Landlord stamped set of drawings is required to be always kept on the job site. Conditional approval as noted* *ADD NOTE: Protect in place all existing fireproofing on steel columns and beams and patch repair any damage to maintain the fire rating. *ADD NOTE: Protect in place utilities running through the space that service the mall or other tenants in place (including electrical, data and water line.) *ADD NOTE: Protect in place ducting running through the space that service the mall or other tenants in place. *Contractor to hire Landlord mandatory subs including roof, fire sprinkler, fire alarm, structural architect. *HVAC replaced 5/2025 Riderwood USA, Inc. Signed Fernando De Santiago Date 5/5/2025 A.FIELD VERIFY ALL EXISTING CONDITIONS PRIOR TO START OF WORK. VERIFY ALL DIMENSIONS. DRAWINGS ARE ILLUSTRATIVE AND MAY NOT REFLECT EXACT CONDITIONS OR DIMENSIONS. B.DO NOT SCALE THE DRAWINGS. DRAWINGS ARE DIAGRAMMATIC AND SHOW THE GENERAL ARRANGEMENT OF EQUIPMENT AND SYSTEMS. THEY ARE NOT INTENDED TO SHOW EVERY OFFSET, FITTING AND COMPONENT. DO NOT USE THE PLANS FOR EXACT LOCATION OF EQUIPMENT, FIXTURES OR ARCHITECTURAL ITEMS SUCH AS WALLS, WINDOWS, SOFFITS, AND PILASTERS. SPECIFIC LOCATIONS, MOUNTING HEIGHTS AND OVERALL DIMENSIONS OF DEVICES AND FIXTURES ARE TO BE OBTAINED FROM THE ARCHITECTURAL DRAWINGS AND DETAILS WHEN AVAILABLE. C.DRAWINGS SPECIFIC TO THIS TRADE DO NOT LIMIT THE RESPONSIBILITY OR WORK REQUIRED BY THE CONTRACT DOCUMENTS REFER TO DRAWINGS AND SPECIFICATIONS OF OTHER TRADES FOR COMPLETE INFORMATION PRIOR TO BID. D.WHERE CONFLICTS EXIST AMONG DRAWINGS, SPECIFICATIONS AND EQUIPMENT SCHEDULES, THE MORE STRINGENT SHALL APPLY. NOTIFY THE ENGINEER OF ALL CONFLICTS FOR RESOLUTION OR INTERPRETATION. E.NOTIFY THE OWNER IN WRITING AND FIELD VERIFY CONDITIONS BEFORE PERFORMING ANY SAWCUTTING, TRENCHING, CORING OR ANY OTHER STRUCTURAL MODIFICATIONS. ENSURE THAT NO ADVERSE EFFECT TO THE BUILDING'S STRUCTURAL INTEGRITY WILL OCCUR. F.ANY EXISTING CONDITION DISCOVERED DURING THE DEMOLITION OR CONSTRUCTION PROCESS WHICH, BY GENERALLY ACCEPTED CONSTRUCTION PRACTICES, SHOULD BE REMEDIED, SHOULD BE BROUGHT TO THE ATTENTION OF THE ENGINEER/ARCHITECT IMMEDIATELY, IN WRITING. G.OBTAIN WRITTEN APPROVAL FROM THE ENGINEER BEFORE REUSING ANY EXISTING EQUIPMENT, COMPONENTS OR OPENINGS. H.INSULATE PLUMBING LINES IN EXTERIOR WALLS TO PREVENT FREEZING. I.COORDINATE ROOF WORK WITH ROOFING CONTRACTOR TO ASSURE THAT THE ROOF WARRANTY IS NOT VOIDED. GENERAL NOTES KEYED NOTES 1.EXTEND AND CONNECT TO EXISTING 3/4" MIN. COLD WATER LINE. FIELD VERIFY EXACT SIZE, LOCATION, AND POINT OF CONNECTION PRIOR TO START OF WORK. 2.EXTEND AND CONNECT TO EXISTING 3" MIN. SANITARY LINE. FIELD VERIFY EXACT SIZE, LOCATION, INVERT ELEVATION AND DIRECTION FLOW PRIOR TO START OF WORK. 3.EXTEND AND CONNECT TO EXISTING 2" MIN. VENT LINE. FIELD VERIFY EXACT SIZE, LOCATION, AND POINT OF CONNECTION PRIOR TO START OF WORK. 4.DISCONNECT AND REMOVE EXISTING PLUMBING FIXTURE AND PROVIDE NEW PLUMBING FIXTURE INSTALLED IN SIMILAR LOCATION. COORDINATE EXACT LOCATION WITH ARCHITECT'S PLANS. EXTEND AND CONNECT SANITARY, VENT AND WATER PIPING AS NECESSARY. FIELD VERIFY EXISTING CONDITIONS AND POINTS OF CONNECTION PRIOR TO START OF WORK. 5.PROVIDE AND INSTALL NEW ELECTRIC 10 GALLON WATER HEATER ON SHELF ABOVE MOP SINK. ROUTE RELIEF AND DRAIN PAN PIPING DOWN TO MOP SINK BELOW. INSTALL PER MANUFACTURER'S INSTRUCTIONS. PLUMBING LEGEND VTR FWH FS FD CO WCO WH HB B.F.F. E D R RPZ 1 DCBP SANITARY PIPING SANITARY VENT PIPING UNDERGROUND WATER PIPING DOMESTIC COLD WATER DOMESTIC HOT WATER PIPING DOMESTIC HOT WATER RETURN PIPING STORM DRAINAGE PIPING NATURAL GAS GATE VALVE CHECK VALVE CONDENSATE DRAIN PIPING CLEAN OUT WALL CLEAN OUT FLOOR DRAIN HUB DRAIN FLOOR SINK ROOF DRAIN FROSTPROOF WALL HYDRANT VENT THROUGH ROOF DRAWING NOTE SYMBOL ELBOW DOWN WATER HEATER REDUCED PRESSURE BACKFLOW PREVENTER DOUBLE CHECK BACKFLOW PREVENTER HOSE BIBB BELOW FINISH FLOOR CONNECT TO EXISTING EXISTING DEMOLITION RELOCATED HD RD SAN V CW HW RHW ST G CD MS-1 1/2"CW 1/2"HW LAV-1 1/2"HW 1/2" CWWC-1 4 EWH-1 3/4"CW 3/4"HW 5 1 2 EWC-1 1/2"CW 1/2"CW 1/ 2 " C W 3/4"H&CW SAN VE N T SAN3 VENT 3/4"CW 3/ 4 " C W WCO-1 (E)FD 4850 SMITH ROAD, STE. 101 C I N C I N N A T I , O H 4 5 2 1 2 5 1 3 .9 0 1 .0 0 4 0 W W W .M A R Q U E E N G .C O M REV. A B C D E F G H J K L M N P 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 181716151413121110987654321 SHEET TITLE DATE DESCRIPTION THE SHOPS AT SANTA ANITA SHEET NO. 400 S BALDWIN AVE UNIT D9 ARCADIA, CA 91007 LEGO Nelco Architecture, Inc. 201 EAST 4TH STREET SUITE 17 CINCINNATI, OH 45202 513.241.3000 WWW.NELSONWORLDWIDE.COM NELSON PROJECT NUMBER: 24.0002536.000 AUTHORIZED FOR: LANDLORD REVIEW SET- BID & PERMIT SET-12 / 16 / 2024 12 / 16 / 2024 PERMIT SUBMITTAL BLDG DEPT RESPONSE102 / 28 / 2025 BLDG DEPT RESPONSE204 / 25 / 2025 COPYRIGHT NOTICE 2025 MARQUE ENGINEERING LLC THIS PLAN IS PROTECTED UNDER FEDERAL COPYRIGHTS LAWS. THE ORIGINAL PURCHASER IS AUTHORIZED TO CONSTRUCT WITH THIS PLAN FOR ONLY ONE TIME. REUSE OR CHANGE OF THIS PLAN IS PROHIBITED. ALL IDEAS, DESIGNS, ARRANGEMENTS, AND PLANS INDICATED HEREIN ARE OWNED BY AND THE PROPERTY OF MARQUE ENGINEERING LLC. NOTHING ON THESE PLANS SHALL BE REUSED WITHOUT THE WRITTEN PERMISSION OF MARQUE ENGINEERING LLC. IF PLANS ARE NOT PRESENTED FOR PERMIT REVIEW WITHIN 120 DAYS OF ENGINEER SIGNATURE THIS SHEET IS VOID AND WILL NEED TO BE UPDATED BY THE ENGINEER OF RECORD. SCALE:P-201 1 PLUMBING FLOOR PLAN 1/4"=1'-0" P-201 PLUMBING FLOOR PLAN Working Drawing Review These Drawings have been reviewed for general design intent only. All actual field condi�ons are required to be verified by the Tenants Architect and/ or Contractor. Tenants are responsible for complying with all government regula�ons. One (1) copy of this Landlord stamped set of drawings is required to be always kept on the job site. Conditional approval as noted* *ADD NOTE: Protect in place all existing fireproofing on steel columns and beams and patch repair any damage to maintain the fire rating. *ADD NOTE: Protect in place utilities running through the space that service the mall or other tenants in place (including electrical, data and water line.) *ADD NOTE: Protect in place ducting running through the space that service the mall or other tenants in place. *Contractor to hire Landlord mandatory subs including roof, fire sprinkler, fire alarm, structural architect. *HVAC replaced 5/2025 Riderwood USA, Inc. Signed Fernando De Santiago Date 5/5/2025 SANITARY ISOMETRIC SCALE: NONE4 MARK DESCRIPTION VENT CW HWSAN PLUMBING FIXTURE SCHEDULE PIPE HANGER DETAIL2 14 GAUGE ZINC COATED SHEET STEEL SADDLE, AT LEAST 6" LONG PIPE INSULATION 6" LONG HARDWOOD BLOCKS SHAPED TO FIT PIPE AND HANGER SCALE: NONE LAV-1 1-1/2"1-1/2"1/2"1/2" -1/2"2"4" WATER CLOSET: AMERICAN STANDARD CADET TWO-PIECE PRESSURE ASSIST 1.1 GPF ELONGATED EVERCLEAN BOWL. MODEL #2467100.020. FLOOR MOUNTED. VITREOUS CHINA. CLOSE-COUPLED FLUSHOMETER TANK. METAL CHROME TRIP LEVER. 12" ROUGH-IN. 16-1/2" TALL PLUS SEAT THICKNESS. PROVIDE WATER SUPPLY AND SEAT. CONFIRM SELECTION WITH ARCHITECT. COORDINATE MODEL WITH TRIP LEVER ON APPROACH SIDE. ADA COMPLIANT. WC-1 MOP SINK: 24"x 24"x 10" ONE PIECE MOLDED STONE WITH 3" DRAIN, FIAT #MSB-2424 WITH #889-CC-24" MOP HANGER. FAUCET FIAT #830-AA WITH VACUUM BREAKER, PAIL HOOK & BRACE.MS-1 EWH-1 - ELECTRIC WATER COOLER, WALL HUNG OASIS PG8EBFSL. BARRIER FREE SPLIT LEVEL, PROVIDE 17 GAUGE "P" TRAP AND STOP. MOUNT AT HANDICAP HEIGHT. MEETS ADA GUIDELINES. INCLUDES THE VERSAFILLER SPORTS BOTTLE FILLER. EWC-1 LAVATORY: WALL HUNG 20"x18" VITREOUS CHINA AMERICAN STANDARD "LUCERNE" 0355.012 RELIANT 7385.003 SINGLE LEVER FAUCET WITH GRID DRAIN, SUPPLIES, STOPS AND 1-1/4" "P" TRAP. PROVIDE ZURN CONCEALED CARRIER. INSULATE PIPING BELOW LAVATORY USING TRUEBRO "LAVGUARD2." MOUNT AT BARRIER-FREE HEIGHT. MEETS ADA GUIDELINES. 3/4"3/4"- 1-1/2" 1/2"1/2"3"1-1/2" ELECTRIC WATER HEATER DETAIL3SCALE: NONE COMBINATION TEMPERATURE AND PRESSURE RELIEF VALVE ROUTE RELIEF TO MS-1 BELOW ELECTRIC WATER HEATER 3/4" HW OUT EXPANSION TANK, AMTROL ST-5 3/4" CW IN GATE VALVE SET HEATER WITHIN A 4" DEEP GALVANIZED SHEET METAL DRAIN PAN 3/4" PLYWOOD NUT & BOLT (TYP) ANGLE BRACKETS (2 BRACKETS REQ'D.) ROUTE RELIEF TO MS-1 BELOWANCHOR OR EXPANSION BOLT (2 PER BRACKET) WALL ELECTRIC WATER HEATER - EQUAL TO A.O. SMITH DURA-POWER DEL-10, 3000 WATT ELECTRIC ELEMENT, 480V/3P. 10 GALLON STORAGE TANK, 14 GPH RECOVERY @ 90° TEMPERATURE RISE, PROVIDE WITH AMTROL MODEL #ST-5 THERMAL EXPANSION TANK. WALL CLEAN OUT: ZURN Z-1441 WALL CLEANOUT, DURA-COATED CAST IRON BODY, GAS AND WATERTIGHT ABS TAPERED THREAD PLUG AND ROUND, SMOOTH STAINLESS STEEL ACCESS COVER WITH SECURING SCREW.WCO-1 ---- 1-1/2"1/2"- FINISHED WALL SURFACE ACCESS COVER AND FRAME CLEANOUT WITH ACCESS COVER INSTALLED IN METAL STUD WALL. THREADED CLEANOUT FLUSH CLEANOUT CAP SCHED. 40 PVC CLEANOUT TEE FITTING. SCALE: NONE1WALL CLEAN OUT DETAIL LAV-1 MS-13" EWC-1 3" 3" 1- 1 / 2 " 1- 1 / 2 " 2" 1-1/ 2 " WCO-1 3" 2" 1- 1 / 2 " 4850 SMITH ROAD, STE. 101 C I N C I N N A T I , O H 4 5 2 1 2 5 1 3 .9 0 1 .0 0 4 0 W W W .M A R Q U E E N G .C O M REV. A B C D E F G H J K L M N P 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 181716151413121110987654321 SHEET TITLE DATE DESCRIPTION THE SHOPS AT SANTA ANITA SHEET NO. 400 S BALDWIN AVE UNIT D9 ARCADIA, CA 91007 LEGO Nelco Architecture, Inc. 201 EAST 4TH STREET SUITE 17 CINCINNATI, OH 45202 513.241.3000 WWW.NELSONWORLDWIDE.COM NELSON PROJECT NUMBER: 24.0002536.000 AUTHORIZED FOR: LANDLORD REVIEW SET- BID & PERMIT SET-12 / 16 / 2024 12 / 16 / 2024 PERMIT SUBMITTAL BLDG DEPT RESPONSE102 / 28 / 2025 BLDG DEPT RESPONSE204 / 25 / 2025 COPYRIGHT NOTICE 2025 MARQUE ENGINEERING LLC THIS PLAN IS PROTECTED UNDER FEDERAL COPYRIGHTS LAWS. THE ORIGINAL PURCHASER IS AUTHORIZED TO CONSTRUCT WITH THIS PLAN FOR ONLY ONE TIME. REUSE OR CHANGE OF THIS PLAN IS PROHIBITED. ALL IDEAS, DESIGNS, ARRANGEMENTS, AND PLANS INDICATED HEREIN ARE OWNED BY AND THE PROPERTY OF MARQUE ENGINEERING LLC. NOTHING ON THESE PLANS SHALL BE REUSED WITHOUT THE WRITTEN PERMISSION OF MARQUE ENGINEERING LLC. IF PLANS ARE NOT PRESENTED FOR PERMIT REVIEW WITHIN 120 DAYS OF ENGINEER SIGNATURE THIS SHEET IS VOID AND WILL NEED TO BE UPDATED BY THE ENGINEER OF RECORD.P-501 PLUMBING DETAILS AND SCHEDULES Working Drawing Review These Drawings have been reviewed for general design intent only. All actual field condi�ons are required to be verified by the Tenants Architect and/ or Contractor. Tenants are responsible for complying with all government regula�ons. One (1) copy of this Landlord stamped set of drawings is required to be always kept on the job site. Conditional approval as noted* *ADD NOTE: Protect in place all existing fireproofing on steel columns and beams and patch repair any damage to maintain the fire rating. *ADD NOTE: Protect in place utilities running through the space that service the mall or other tenants in place (including electrical, data and water line.) *ADD NOTE: Protect in place ducting running through the space that service the mall or other tenants in place. *Contractor to hire Landlord mandatory subs including roof, fire sprinkler, fire alarm, structural architect. *HVAC replaced 5/2025 Riderwood USA, Inc. Signed Fernando De Santiago Date 5/5/2025 FRONT ISOMETRIC VIEW REAR ISOMETRIC VIEW DETAIL AP 1 OF 11 CONFIDENTIAL:This drawing and the information herein are the exclusive property of idX Corporation. Any reproduction or use without express written consent is strictly forbidden. CARB 93120 and TSCA TITLE VI:All composite wood products (MDF, PB, HWPW) must be compliant for formaldehyde. Place compliance label as shown within drawing and do not remove after installation. If label is not required on product, the compliant statement is required on the product packaging label per the "Product Compliant to CARB 93120 and TSCA Title VI for formaldehyde" standard. DIMENSIONS: All dimensions are in inches unless noted otherwise - views are not to scale unless noted. THIRD ANGLE PROJECTION CUSTOMER: DRAWN BY: DATE: PROJECT: CUSTOMER REF No: DESCRIPTION: PART No: REVISION No: DRAWING No:LEGO-A01800.dwg LEGO-A01800 12 ADA TILL UNIT KYLE JUNG 4/25/2023 SOTF LEGO SHEET: WEIGHT: PRODUCT INFORMATION VOLUME: HTS CODE: 178.8 kg (394.19 lbs) 1.232 cu m (43.51 cu ft) FINISH SCHEDULE CALLOUT AC-1 ACRYLIC, CLEAR TRANSPARENT AC-4 ACRYLIC, WHITE OPAL TO MATCH MASTER SAMPLE EB-3 EDGEBAND, ABS 1 MM TO MATCH WHITE MELAMINE MEL-1 MELAMINE, WHITE TO MATCH LEGO BLOCK COLOR 1, WHITE 25% SHEEN P-3 PAINT, RAL 3020 TO MATCH LEGO BLOCK COLOR 21, RED, 25% SHEEN P-4 PAINT, RAL 9010 TO MATCH LEGO BLOCK COLOR 1, WHITE 25% SHEEN PC-4 POWDER COAT, RAL 9010 TO MATCH LEGO BLOCK COLOR 1, WHITE 25% SHEEN PC-7 POWDER COAT, RAL 9011 TO MATCH LEGO BLOCK COLOR 26, BLACK, 25% SHEEN SS-1 SOLID SURFACE, ARTIC WHITE 100 TO MATCH P4, SANDING P800 SS-3 SOLID SURFACE, YELLOW TO MATCH RAL 1023, SANDING P800 SS-1 TRAY SS-1 INTERIOR OF CABINET TO BE MEL-1/EB-3 AC-1 GRAPHIC HOLDER GENERAL TOLERANCEUNLESS OTHERWISE NOTED REFERENCE ISO 2768FOR ALL TOLERANCING REVISION HISTORY REV DATE DESCRIPTION BY ECO 1 4/1/2021 DIFFUSER ADDED TO ILLUMINATED RECESSED DISPLAY KDH 2 4/7/2021 ADD APPROVAL STAMP YIJIE GU 3 4/22/2021 UPDATED MEL-1 SPEC; UPDATED EDGEBAND FROM EB-1 TO EB-3; UPDATED ALL DRAWER PULLS TO BE WHITE KL N/A 4 5/5/2021 MOUNTING PLATE FITTED TO FLAG POLE; COVER NOW WHITE; SUCKER ADDED TO BOM KDH 6/4/2021 UPDATED FLAG POLE HEIGHT TO 1400mm KL N/A 6 12/15/2021 增加WARNING LABEL， 增加定位销。EBEN EN20210086 7 2/11/2022 旗杆的安装面改为台面下面一层 EBEN EN20210105 8 2/17/2022 增加3个L形铁，增加30MM开孔3D打印件增加顶紧螺丝5010-A00568固定 EBEN EN20210105 9 5/9/2022 LEGO-A01800残疾人收银台的分度定位销影响到抽屉的开启，为了避免此情况，在抽屉的背板上开缺避让 EBEN EN20220028 10 12/3/2022 增加螺丝LEGO-A04956 18PCS EBEN EN20220138 11 4/25/2023 LEGO-A01800的大理石（顾客端抽屉的两侧除外）改为白色。(V1)EBEN EN20230041 12 11/27/2023 抽屉和门板上的螺丝5010-A00131换成5010-A00785，螺丝5010-A00131换成5010-A00071，增加平垫5210-A00076， 增加弹垫5210-A00077,拉手两端用木螺丝5010-A00539固定 EBEN EN20230100 SS-1 SS-1 SS-1 SS-1 MEL-1 ALL DRAWERS MEL-1 OPEN TO ACCEPT LEGO CASH DRAWER P-3 P-4 PC-4 FLAG SHOWN FOR VISUAL PURPOSES ONLY - ORDERED SEPARATELY GLUE BRICK DOWN TO TOP PULL-OUT ADA SHELF 6 8 8 9 这个抽屉的背板上是有一个避让销子 的缺口的，只能装在这一层 11 SS-1 SS-3 11 SS-1 11 SS-1 SS-3 11 拉手两端用木螺丝 5010-A00539固定 Working Drawing Review These Drawings have been reviewed for general design intent only. All actual field condi�ons are required to be verified by the Tenants Architect and/ or Contractor. Tenants are responsible for complying with all government regula�ons. One (1) copy of this Landlord stamped set of drawings is required to be always kept on the job site. Conditional approval as noted* *ADD NOTE: Protect in place all existing fireproofing on steel columns and beams and patch repair any damage to maintain the fire rating. *ADD NOTE: Protect in place utilities running through the space that service the mall or other tenants in place (including electrical, data and water line.) *ADD NOTE: Protect in place ducting running through the space that service the mall or other tenants in place. *Contractor to hire Landlord mandatory subs including roof, fire sprinkler, fire alarm, structural architect. *HVAC replaced 5/2025 Riderwood USA, Inc. Signed Fernando De Santiago Date 5/5/2025 ISOMETRIC VIEW SHELF OUT FRONT ELEVATION TYPICAL LAYOUT SIDE ELEVATION SHELF OUT 2 OF 11 CONFIDENTIAL:This drawing and the information herein are the exclusive property of idX Corporation. Any reproduction or use without express written consent is strictly forbidden. CARB 93120 and TSCA TITLE VI:All composite wood products (MDF, PB, HWPW) must be compliant for formaldehyde. Place compliance label as shown within drawing and do not remove after installation. If label is not required on product, the compliant statement is required on the product packaging label per the "Product Compliant to CARB 93120 and TSCA Title VI for formaldehyde" standard. DIMENSIONS: All dimensions are in inches unless noted otherwise - views are not to scale unless noted. THIRD ANGLE PROJECTION CUSTOMER: DRAWN BY: DATE: PROJECT: CUSTOMER REF No: DESCRIPTION: PART No: REVISION No: DRAWING No:LEGO-A01800.dwg LEGO-A01800 12 ADA TILL UNIT KYLE JUNG 4/25/2023 SOTF LEGO SHEET: WEIGHT: PRODUCT INFORMATION VOLUME: HTS CODE: 178.8 kg (394.19 lbs) 1.232 cu m (43.51 cu ft) 3[0.1] CRITICALCLEARANCE MEL-1 480[18.9] 737[29.0] 54[2.1] 90.0° Working Drawing Review These Drawings have been reviewed for general design intent only. All actual field condi�ons are required to be verified by the Tenants Architect and/ or Contractor. Tenants are responsible for complying with all government regula�ons. One (1) copy of this Landlord stamped set of drawings is required to be always kept on the job site. Conditional approval as noted* *ADD NOTE: Protect in place all existing fireproofing on steel columns and beams and patch repair any damage to maintain the fire rating. *ADD NOTE: Protect in place utilities running through the space that service the mall or other tenants in place (including electrical, data and water line.) *ADD NOTE: Protect in place ducting running through the space that service the mall or other tenants in place. *Contractor to hire Landlord mandatory subs including roof, fire sprinkler, fire alarm, structural architect. *HVAC replaced 5/2025 Riderwood USA, Inc. Signed Fernando De Santiago Date 5/5/2025 FRONT ELEVATION SIDE VIEW PLAN VIEW 3 OF 11 CONFIDENTIAL:This drawing and the information herein are the exclusive property of idX Corporation. Any reproduction or use without express written consent is strictly forbidden. CARB 93120 and TSCA TITLE VI:All composite wood products (MDF, PB, HWPW) must be compliant for formaldehyde. Place compliance label as shown within drawing and do not remove after installation. If label is not required on product, the compliant statement is required on the product packaging label per the "Product Compliant to CARB 93120 and TSCA Title VI for formaldehyde" standard. DIMENSIONS: All dimensions are in inches unless noted otherwise - views are not to scale unless noted. THIRD ANGLE PROJECTION CUSTOMER: DRAWN BY: DATE: PROJECT: CUSTOMER REF No: DESCRIPTION: PART No: REVISION No: DRAWING No:LEGO-A01800.dwg LEGO-A01800 12 ADA TILL UNIT KYLE JUNG 4/25/2023 SOTF LEGO SHEET: WEIGHT: PRODUCT INFORMATION VOLUME: HTS CODE: 178.8 kg (394.19 lbs) 1.232 cu m (43.51 cu ft) A A B B C C D D REAR VIEW E E 737[29.0] ADA SHELFHEIGHT 920[36.2] 302[11.9] 300[11.8] 298[11.7] 84.5[3.3]800[31.5]15.5[0.6] 601[23.7] 901[35.5] 600[23.6] 1201[47.3] 1388.5[54.7] 900[35.4] 20[0.8] 2308.5[90.9] 600[23.6] 900[35.4] 180[7.1] 180[7.1] 180[7.1] 180[7.1] 180[7.1] Working Drawing Review These Drawings have been reviewed for general design intent only. All actual field condi�ons are required to be verified by the Tenants Architect and/ or Contractor. Tenants are responsible for complying with all government regula�ons. One (1) copy of this Landlord stamped set of drawings is required to be always kept on the job site. Conditional approval as noted* *ADD NOTE: Protect in place all existing fireproofing on steel columns and beams and patch repair any damage to maintain the fire rating. *ADD NOTE: Protect in place utilities running through the space that service the mall or other tenants in place (including electrical, data and water line.) *ADD NOTE: Protect in place ducting running through the space that service the mall or other tenants in place. *Contractor to hire Landlord mandatory subs including roof, fire sprinkler, fire alarm, structural architect. *HVAC replaced 5/2025 Riderwood USA, Inc. Signed Fernando De Santiago Date 5/5/2025 REAR VIEW 4 OF 11 CONFIDENTIAL:This drawing and the information herein are the exclusive property of idX Corporation. Any reproduction or use without express written consent is strictly forbidden. CARB 93120 and TSCA TITLE VI:All composite wood products (MDF, PB, HWPW) must be compliant for formaldehyde. Place compliance label as shown within drawing and do not remove after installation. If label is not required on product, the compliant statement is required on the product packaging label per the "Product Compliant to CARB 93120 and TSCA Title VI for formaldehyde" standard. DIMENSIONS: All dimensions are in inches unless noted otherwise - views are not to scale unless noted. THIRD ANGLE PROJECTION CUSTOMER: DRAWN BY: DATE: PROJECT: CUSTOMER REF No: DESCRIPTION: PART No: REVISION No: DRAWING No:LEGO-A01800.dwg LEGO-A01800 12 ADA TILL UNIT KYLE JUNG 4/25/2023 SOTF LEGO SHEET: WEIGHT: PRODUCT INFORMATION VOLUME: HTS CODE: 178.8 kg (394.19 lbs) 1.232 cu m (43.51 cu ft) 920[36.2] 180[7.1] 1208.5[47.6] 2308.5[90.9] 60[2.4]Ø 600[23.6]598[23.5] 680[26.8] 63[2.5] 177[7.0] 15.5[0.6] 6[0.2] 6[0.2]15.5[0.6] 584.5[23.0]15.5[0.6] 557[21.9]15.5[0.6] 6[0.2] 7 9 205.5[8.1] 205.5[8.1] 205.5[8.1] 3.3[0.1] 3.3[0.1] 551[21.7] Working Drawing Review These Drawings have been reviewed for general design intent only. All actual field condi�ons are required to be verified by the Tenants Architect and/ or Contractor. Tenants are responsible for complying with all government regula�ons. One (1) copy of this Landlord stamped set of drawings is required to be always kept on the job site. Conditional approval as noted* *ADD NOTE: Protect in place all existing fireproofing on steel columns and beams and patch repair any damage to maintain the fire rating. *ADD NOTE: Protect in place utilities running through the space that service the mall or other tenants in place (including electrical, data and water line.) *ADD NOTE: Protect in place ducting running through the space that service the mall or other tenants in place. *Contractor to hire Landlord mandatory subs including roof, fire sprinkler, fire alarm, structural architect. *HVAC replaced 5/2025 Riderwood USA, Inc. Signed Fernando De Santiago Date 5/5/2025 SECTION A-A DETAIL 1 5 OF 11 CONFIDENTIAL:This drawing and the information herein are the exclusive property of idX Corporation. Any reproduction or use without express written consent is strictly forbidden. CARB 93120 and TSCA TITLE VI:All composite wood products (MDF, PB, HWPW) must be compliant for formaldehyde. Place compliance label as shown within drawing and do not remove after installation. If label is not required on product, the compliant statement is required on the product packaging label per the "Product Compliant to CARB 93120 and TSCA Title VI for formaldehyde" standard. DIMENSIONS: All dimensions are in inches unless noted otherwise - views are not to scale unless noted. THIRD ANGLE PROJECTION CUSTOMER: DRAWN BY: DATE: PROJECT: CUSTOMER REF No: DESCRIPTION: PART No: REVISION No: DRAWING No:LEGO-A01800.dwg LEGO-A01800 12 ADA TILL UNIT KYLE JUNG 4/25/2023 SOTF LEGO SHEET: WEIGHT: PRODUCT INFORMATION VOLUME: HTS CODE: 178.8 kg (394.19 lbs) 1.232 cu m (43.51 cu ft) 1 60[2.4] 60[2.4] 3[0.1] 54[2.1] 3[0.1] 1" X 1" X 1.75" ZINC PLATED BENNET CLIP 6[0.2] 900[35.4] 454[17.9] INT.85[3.3] 156.5[6.2] 156.5[6.2]454[17.9] 205.5[8.1] 205.5[8.1] 134[5.3] 15.5[0.6] 629[24.8] 15.5[0.6] 63[2.5] 15.5[0.6] 140[5.5] 21.5[0.8] 660[26.0] 60[2.4] 180[7.1] 900[35.4] 20[0.8] R2[R0.1] TYP. 6 Working Drawing Review These Drawings have been reviewed for general design intent only. All actual field condi�ons are required to be verified by the Tenants Architect and/ or Contractor. Tenants are responsible for complying with all government regula�ons. One (1) copy of this Landlord stamped set of drawings is required to be always kept on the job site. Conditional approval as noted* *ADD NOTE: Protect in place all existing fireproofing on steel columns and beams and patch repair any damage to maintain the fire rating. *ADD NOTE: Protect in place utilities running through the space that service the mall or other tenants in place (including electrical, data and water line.) *ADD NOTE: Protect in place ducting running through the space that service the mall or other tenants in place. *Contractor to hire Landlord mandatory subs including roof, fire sprinkler, fire alarm, structural architect. *HVAC replaced 5/2025 Riderwood USA, Inc. Signed Fernando De Santiago Date 5/5/2025 SECTION B-B DETAIL 2 DETAIL 3 DETAIL 4 6 OF 11 CONFIDENTIAL:This drawing and the information herein are the exclusive property of idX Corporation. Any reproduction or use without express written consent is strictly forbidden. CARB 93120 and TSCA TITLE VI:All composite wood products (MDF, PB, HWPW) must be compliant for formaldehyde. Place compliance label as shown within drawing and do not remove after installation. If label is not required on product, the compliant statement is required on the product packaging label per the "Product Compliant to CARB 93120 and TSCA Title VI for formaldehyde" standard. DIMENSIONS: All dimensions are in inches unless noted otherwise - views are not to scale unless noted. THIRD ANGLE PROJECTION CUSTOMER: DRAWN BY: DATE: PROJECT: CUSTOMER REF No: DESCRIPTION: PART No: REVISION No: DRAWING No:LEGO-A01800.dwg LEGO-A01800 12 ADA TILL UNIT KYLE JUNG 4/25/2023 SOTF LEGO SHEET: WEIGHT: PRODUCT INFORMATION VOLUME: HTS CODE: 178.8 kg (394.19 lbs) 1.232 cu m (43.51 cu ft)2 3 4 20[0.8] 660[26.0] 60[2.4] 60[2.4] 522[20.6] ADJ. SHELF 15.5[0.6] 629[24.8] 15.5[0.6] 63[2.5] 15.5[0.6] 140[5.5] 21.5[0.8] 623[24.5] 636[25.0] OPEN AREA TO ACCEPTLEGO CASH DRAWER 60[2.4]Ø 900.5[35.5] 300[11.8] 1[0.0] 10[0.4] DASHED LINE DENOTESRECESSED DISC MAGNETS 4[0.2] 5[0.2] Working Drawing Review These Drawings have been reviewed for general design intent only. All actual field condi�ons are required to be verified by the Tenants Architect and/ or Contractor. Tenants are responsible for complying with all government regula�ons. One (1) copy of this Landlord stamped set of drawings is required to be always kept on the job site. Conditional approval as noted* *ADD NOTE: Protect in place all existing fireproofing on steel columns and beams and patch repair any damage to maintain the fire rating. *ADD NOTE: Protect in place utilities running through the space that service the mall or other tenants in place (including electrical, data and water line.) *ADD NOTE: Protect in place ducting running through the space that service the mall or other tenants in place. *Contractor to hire Landlord mandatory subs including roof, fire sprinkler, fire alarm, structural architect. *HVAC replaced 5/2025 Riderwood USA, Inc. Signed Fernando De Santiago Date 5/5/2025 SECTION D-DSECTION C-C 7 OF 11 CONFIDENTIAL:This drawing and the information herein are the exclusive property of idX Corporation. Any reproduction or use without express written consent is strictly forbidden. CARB 93120 and TSCA TITLE VI:All composite wood products (MDF, PB, HWPW) must be compliant for formaldehyde. Place compliance label as shown within drawing and do not remove after installation. If label is not required on product, the compliant statement is required on the product packaging label per the "Product Compliant to CARB 93120 and TSCA Title VI for formaldehyde" standard. DIMENSIONS: All dimensions are in inches unless noted otherwise - views are not to scale unless noted. THIRD ANGLE PROJECTION CUSTOMER: DRAWN BY: DATE: PROJECT: CUSTOMER REF No: DESCRIPTION: PART No: REVISION No: DRAWING No:LEGO-A01800.dwg LEGO-A01800 12 ADA TILL UNIT KYLE JUNG 4/25/2023 SOTF LEGO SHEET: WEIGHT: PRODUCT INFORMATION VOLUME: HTS CODE: 178.8 kg (394.19 lbs) 1.232 cu m (43.51 cu ft) 150[5.9] 60[2.4] R6[R0.2] 557[21.9] 15.5[0.6]584.5[23.0] 551[21.7]578.5[22.8] 557[21.9]15.5[0.6]584.5[23.0] 505[19.9] 454[17.9]479[18.9] 300[11.8] 600[23.6] 600[23.6] 588[23.1] 288[11.3] OPEN AREAR TO ACCEPTLEGO CASH DRAWER CABLE ROUTING THRU'TO FLOOR 15.5[0.6] 400[15.7] CUT-OUT 400[15.7] CUT-OUT 200[7.9] Working Drawing Review These Drawings have been reviewed for general design intent only. All actual field condi�ons are required to be verified by the Tenants Architect and/ or Contractor. Tenants are responsible for complying with all government regula�ons. One (1) copy of this Landlord stamped set of drawings is required to be always kept on the job site. Conditional approval as noted* *ADD NOTE: Protect in place all existing fireproofing on steel columns and beams and patch repair any damage to maintain the fire rating. *ADD NOTE: Protect in place utilities running through the space that service the mall or other tenants in place (including electrical, data and water line.) *ADD NOTE: Protect in place ducting running through the space that service the mall or other tenants in place. *Contractor to hire Landlord mandatory subs including roof, fire sprinkler, fire alarm, structural architect. *HVAC replaced 5/2025 Riderwood USA, Inc. Signed Fernando De Santiago Date 5/5/2025 SECTION E-E 8 OF 11 CONFIDENTIAL:This drawing and the information herein are the exclusive property of idX Corporation. Any reproduction or use without express written consent is strictly forbidden. CARB 93120 and TSCA TITLE VI:All composite wood products (MDF, PB, HWPW) must be compliant for formaldehyde. Place compliance label as shown within drawing and do not remove after installation. If label is not required on product, the compliant statement is required on the product packaging label per the "Product Compliant to CARB 93120 and TSCA Title VI for formaldehyde" standard. DIMENSIONS: All dimensions are in inches unless noted otherwise - views are not to scale unless noted. THIRD ANGLE PROJECTION CUSTOMER: DRAWN BY: DATE: PROJECT: CUSTOMER REF No: DESCRIPTION: PART No: REVISION No: DRAWING No:LEGO-A01800.dwg LEGO-A01800 12 ADA TILL UNIT KYLE JUNG 4/25/2023 SOTF LEGO SHEET: WEIGHT: PRODUCT INFORMATION VOLUME: HTS CODE: 178.8 kg (394.19 lbs) 1.232 cu m (43.51 cu ft) 600[23.6] 1100[43.3] 1100[43.3] 181.5[7.1] 181.5[7.1] 53[2.1] 110[4.3] 530[20.9] 505[19.9] 505[19.9] 505[19.9] 156.5[6.2] 156.5[6.2] 85[3.3] 581.5[22.9] 1169[46.0] Working Drawing Review These Drawings have been reviewed for general design intent only. All actual field condi�ons are required to be verified by the Tenants Architect and/ or Contractor. Tenants are responsible for complying with all government regula�ons. One (1) copy of this Landlord stamped set of drawings is required to be always kept on the job site. Conditional approval as noted* *ADD NOTE: Protect in place all existing fireproofing on steel columns and beams and patch repair any damage to maintain the fire rating. *ADD NOTE: Protect in place utilities running through the space that service the mall or other tenants in place (including electrical, data and water line.) *ADD NOTE: Protect in place ducting running through the space that service the mall or other tenants in place. *Contractor to hire Landlord mandatory subs including roof, fire sprinkler, fire alarm, structural architect. *HVAC replaced 5/2025 Riderwood USA, Inc. Signed Fernando De Santiago Date 5/5/2025 EXPLODED VIEW 9 OF 11 CONFIDENTIAL:This drawing and the information herein are the exclusive property of idX Corporation. Any reproduction or use without express written consent is strictly forbidden. CARB 93120 and TSCA TITLE VI:All composite wood products (MDF, PB, HWPW) must be compliant for formaldehyde. Place compliance label as shown within drawing and do not remove after installation. If label is not required on product, the compliant statement is required on the product packaging label per the "Product Compliant to CARB 93120 and TSCA Title VI for formaldehyde" standard. DIMENSIONS: All dimensions are in inches unless noted otherwise - views are not to scale unless noted. THIRD ANGLE PROJECTION CUSTOMER: DRAWN BY: DATE: PROJECT: CUSTOMER REF No: DESCRIPTION: PART No: REVISION No: DRAWING No:LEGO-A01800.dwg LEGO-A01800 12 ADA TILL UNIT KYLE JUNG 4/25/2023 SOTF LEGO SHEET: WEIGHT: PRODUCT INFORMATION VOLUME: HTS CODE: 178.8 kg (394.19 lbs) 1.232 cu m (43.51 cu ft) COMPONENTS LIST MATERIALPARTDWGDESCRIPTIONPART NUMBERQTY RubberNoDOOR BUFFER , Φ10 X 1.5MM , PLASTIC, SZCF HCD2 透明胶垫 4020-A000021 CRSNoADJUSTABLE LEVELER, M8 x 25MM, HEIGHT 25MM, DIA 28MM OF BASE, STEEL/NYLON HDPE, ZINC/BLACK,WITH NO-SLIP PAD AT THE BOTTOM 4120-A000614 NoSLIDE EXTRA HEAVY DUTY FULL EXTENSION ACCURIDE C9301-20'' ZINC OR EXACT EQUIVALENT(40300674) 4220-A000212 CRSNoSHELF SUPPORT4330-A000158 NYLON CABLE CLAMPS PLASTIC 1/2" 1-HOLE BLACK HOME DEPOT 032076896003 4620-A001014 Generic LOCK PLUNGE M10 X 19MM4910-A000401 SS SCREW_MACHINE_SOCKET HD_M5X30MM5010-A004611 GenericNoM10*40 平头内六角螺丝，镀锌5010-A005311 Generic WOOD SCREW M4 X 16 PAN HEAD ZINC5010-A0053910 GenericNoM6 * 30MM 不锈钢内六角无头顶紧螺丝5010-A005681 NoCASH REGISTER COVERA01609331 NoMITERFOLD SOLID SURFACEA01610421 NoACRYLIC CASH REGISTER COVERA01649111 NoCARCASSA01717421 NoADA SHELF ASSEMBLYA01717761 NoDRAWER ASSEMBLYA01717962 No A01717981 NoTOP DRAWER ASSEMBLYA01717991 NoSOLID SURFACEA01720201 NoDRAWER ASSEMBLYA01887801 NoCAP BRACKET - LARGE REDLEGO-A004603 CRSYesMETAL ANGLELEGO-A007821 YesWELDMENT, METAL BASELEGO-A007831 YesFLAG POLE ASSYLEGO-A007841 ABSYesFLAG POLE BOTTOM PARTLEGO-A012221 CRSNo1" X 1" X 1.75" ZINC PLATED BENNET CLIPLEGO-A018603 CRSNoMETAL PLATELEGO-A033681 CRSNoTILL SURROUND FIXING BRACKETLEGO-A034873 YesSOLID SURFACELEGO-A054464 YesMITERFOLD SOLID SURFACELEGO-A054472 SLDSURFYes600mm CLADDINGP06467295 SLDSURFYes300mm CLADDINGP06467314 SLDSURFYes300mm CLADDINGP07219151 SLDSURFYes600mm CLADDINGP07219181 SLDSURFYesSOLID SURFACE TOPP07219191 SLDSURFNoRECESS REAR CLADDINGP07603021 SLDSURFNoSOLID SURFACEP07603041 MDFNoTRAY SUBSTRATEP07603051 SLDSURFYes594mm CLADDINGP07603072 SLDSURFYes300mm CLADDINGP07603132 MEL2S MDFNoLARGE ADJ. SHELFP07603192 YesMITERFOLD SOLID SURFACES00077124 AP A0171776 LEGO-A00784 LEGO-A01222 A0160933 LEGO-A00460 A0172020 P0760313 LEGO-A05446 A0171798 A0171798 A0171796 A0171799 A0171742 LEGO-A00783 LEGO-A05446 LEGO-A05446 P0760307 P0721919 P0760319 A0161042 LEGO-A05447 S0007712 P0721915 P0646731 P0646729 P0646729 P0646731 S0007712 LEGO-A05446 LEGO-A05446 P0760307 P0721918 P0646731 P0646729 P0646731 P0646729 S0007712 LEGO-A05447 P0646729 S0007712 LEGO-A03487 A0188780 9 Working Drawing Review These Drawings have been reviewed for general design intent only. All actual field condi�ons are required to be verified by the Tenants Architect and/ or Contractor. Tenants are responsible for complying with all government regula�ons. One (1) copy of this Landlord stamped set of drawings is required to be always kept on the job site. Conditional approval as noted* *ADD NOTE: Protect in place all existing fireproofing on steel columns and beams and patch repair any damage to maintain the fire rating. *ADD NOTE: Protect in place utilities running through the space that service the mall or other tenants in place (including electrical, data and water line.) *ADD NOTE: Protect in place ducting running through the space that service the mall or other tenants in place. *Contractor to hire Landlord mandatory subs including roof, fire sprinkler, fire alarm, structural architect. *HVAC replaced 5/2025 Riderwood USA, Inc. Signed Fernando De Santiago Date 5/5/2025 10 OF 11 CONFIDENTIAL:This drawing and the information herein are the exclusive property of idX Corporation. Any reproduction or use without express written consent is strictly forbidden. CARB 93120 and TSCA TITLE VI:All composite wood products (MDF, PB, HWPW) must be compliant for formaldehyde. Place compliance label as shown within drawing and do not remove after installation. If label is not required on product, the compliant statement is required on the product packaging label per the "Product Compliant to CARB 93120 and TSCA Title VI for formaldehyde" standard. DIMENSIONS: All dimensions are in inches unless noted otherwise - views are not to scale unless noted. THIRD ANGLE PROJECTION CUSTOMER: DRAWN BY: DATE: PROJECT: CUSTOMER REF No: DESCRIPTION: PART No: REVISION No: DRAWING No:LEGO-A01800.dwg LEGO-A01800 12 ADA TILL UNIT KYLE JUNG 4/25/2023 SOTF LEGO SHEET: WEIGHT: PRODUCT INFORMATION VOLUME: HTS CODE: 178.8 kg (394.19 lbs) 1.232 cu m (43.51 cu ft) PARTS LIST DWGLENWIDTHKMATERIALDESCRIPTIONPART NUMBERQTY No RubberDOOR BUFFER , Φ10 X 1.5MM , PLASTIC, SZCF HCD2 透明胶垫 4020-A000021 No CRSADJUSTABLE LEVELER, M8 x 25MM, HEIGHT 25MM, DIA 28MM OF BASE, STEEL/NYLON HDPE, ZINC/BLACK,WITH NO-SLIP PAD AT THE BOTTOM 4120-A000614 No SLIDE EXTRA HEAVY DUTY FULL EXTENSION ACCURIDE C9301-20'' ZINC OR EXACT EQUIVALENT(40300674) 4220-A000212 No HINGE,INTEGRATED HINGE,INSERT TYPE 一体式铰链，大弯（内嵌）(COACH CHANGE) 4230-A000212 No762.0 mm457.2 mm19.1 mm CRSSHELF SUPPORT4330-A000158 No000GenericDrawer knob for LEGO TIL UNIT , L109mm * W 42mm * T 16mm ,Slotting dimensions(105mm * 34mm * 14mm), Pitch-Row 96mm 4510-A000365 NYLONCABLE CLAMPS PLASTIC 1/2" 1-HOLE BLACK HOME DEPOT 032076896003 4620-A001014 GenericLOCK PLUNGE M10 X 19MM4910-A000401 No SteelSCREW, PAN HEAD SCREWS WITH CROSS RECESSED M4X25 MM , PHMS, PHILLIPS ,CARBON STEEL, ZINC(40703575) 5010-A000718 SSSCREW_MACHINE_SOCKET HD_M5X30MM 5010-A004611 No000GenericM10*40 平头内六角螺丝，镀锌5010-A005311 No000GenericM6 * 30MM 不锈钢内六角无头顶紧螺丝 5010-A005681 No SteelSCREW,PAN HEAD MACHINE SCREW M4 X 14 MM,ZINC 5010-A007852 No000GenericWASHER, PLAIN M5X15X1.5MM,304平垫圈 5210-A0007610 No SteelM4不锈钢弹垫5210-A0007710 No SteelTHREADED INSERT WITH FLANGE M10x15mm L ZINC(40500888) 5310-A000151 Yes SLIDE 18", BALL BEARING DRAWER SLIDE FULLY EXTENDING TYPE,ZINC,UNIT: PAIR,SZCF DSFA18 403004054 No MITERFOLD SOLID SURFACEA01610421 No ACRYLIC CASH REGISTER COVERA01649111 No SOLID SURFACEA01720201 No000Generic WARNING LABEL（ENGLISH）LEGO PART NUMBER 6198446 LEGO-A004465 No CAP BRACKET - LARGE REDLEGO-A004603 Yes20.0 mm25.0 mm1.2 mmCRSMETAL ANGLELEGO-A007821 Yes WELDMENT, METAL BASELEGO-A007831 Yes FLAG POLE ASSYLEGO-A007841 Yes000ABSFLAG POLE BOTTOM PARTLEGO-A012221 No000CRS LEGO-A018021 No CRS1" X 1" X 1.75" ZINC PLATED BENNET CLIP LEGO-A018603 No000CRSMETAL PLATELEGO-A033681 No62.0260.075CRSTILL SURROUND FIXING BRACKETLEGO-A034873 Yes900.0 mm180.0 mm6.0 mm SOLID SURFACELEGO-A054464 Yes900.0 mm180.0 mm6.0 mm MITERFOLD SOLID SURFACELEGO-A054472 PARTS LIST DWGLENWIDTHKMATERIALDESCRIPTIONPART NUMBERQTY Yes6001806SLDSURF600mm CLADDINGP06467295 Yes3001806SLDSURF300mm CLADDINGP06467314 No30018025MDFCASH REGISTER COVER PANEL LHP06951641 No60018025MDFCASH REGISTER COVER PANEL BACKP06951651 No600181.300000000 000011 25MDFCASH REGISTER COVER PANEL TOPP06951661 No300.0 mm180.0 mm25.0 mmMDFCASH REGISTER COVER PANEL RHP06951671 Yes3001746SLDSURF300mm CLADDINGP07219151 Yes6001746SLDSURF600mm CLADDINGP07219181 Yes12019016SLDSURFSOLID SURFACE TOPP07219191 No89489415.5MEL2S MDF P07602551 No89489415.5MEL2S MDF P07602561 No1157644.515.5MEL2S MDF P07602571 No115789415.5MEL2S MDF P07602581 No115789415.5MEL2S MDF P07602591 No1157876.515.5MEL2S MDF P07602601 No877.586315.5MEL2S MDF P07602611 No1186614.512.5MEL2S MDF P07602621 No614.518525MDF P07602631 No614.58025MDF P07602641 No3685025MDF P07602652 No2.0870.9250.039ABS1MM厚，60MM宽封边皮P07602662 No19.1342.0870.039ABS1MM厚，60MM宽封边皮P07602672 No23.6222.1260.236SLDSURFSOLID SURFACEP07602681 No1186614.515.5MEL2S MDF P07602691 Yes450.0000 mm54.0000 mm6.0000 mmSLDSURF P07602702 No592584.515.5MEL2S MDF P07602721 No584.514015.5MEL2S MDF P07602731 No572.5155.515.5MEL2S MDF P07602741 No557101.515.5MEL2S MDF P07602751 Yes505.0000 mm84.5000 mm12.5000 mmMEL2S MDFDRAWER BOX BACKP07602761 Yes472.7500 mm517.5000 mm12.5000 mmMEL2S MDFDRAWER BOX BOTTOMP07602771 Yes505.0 mm110.0 mm12.5 mmMEL2S MDFDRAWER BOX FRONTP07602781 Yes479.0000 mm110.0000 mm12.5000 mmMEL2S MDFDRAWER BOX SIDE L/HP07602791 Yes479.0000 mm110.0000 mm12.5000 mmMEL2S MDFDRAWER BOX SIDE R/HP07602801 No55113418.5MEL2S MDF P07602811 Yes479.0000 mm181.5000 mm12.5000 mmMEL2S MDFDRAWER BOX SIDE R/HP07602823 Yes479.0000 mm181.5000 mm12.5000 mmMEL2S MDFDRAWER BOX SIDE L/HP07602833 Yes505.0000 mm181.5000 mm12.5000 mmMEL2S MDFDRAWER BOX FRONTP07602843 Yes472.7500 mm517.5000 mm12.5000 mmMEL2S MDFDRAWER BOX BOTTOMP07602853 Yes505.0000 mm156.0000 mm12.5000 mmMEL2S MDFDRAWER BOX BACKP07602862 No551205.518.5MEL2S MDF P07602873 No623578.518.5MEL2S MDFDOORP07602881 No11395315.5MEL2S MDF P07602891 No1005718MDF P07602901 No2468515MDF P07602911 No5005018MDF P07602931 No1852615MDF P07602941 No23.6225.7480.236SLDSURFRECESS REAR CLADDINGP07603021 No11.57499999 9999999 5.7480.236SLDSURFSOLID SURFACEP07603041 No60030015MDFTRAY SUBSTRATEP07603051 Yes23.6222.3620.236SLDSURF594mm CLADDINGP07603072 Yes17.6572.3620.236SLDSURF300mm CLADDINGP07603132 No581.552215.5MEL2S MDFLARGE ADJ. SHELFP07603192 No2468518MDF P07603211 No614.518525MDF P07615331 No584.56315.5MEL2S MDF P07636081 No505018MDF P08216741 Yes505.0000 mm156.0000 mm12.5000 mmMEL2S MDFDRAWER BOX BACKP08593201 Yes900.0 mm180.0 mm6.0 mm MITERFOLD SOLID SURFACES00077124 GenericWOOD SCREW M4 X 16 PAN HEAD ZINC5010-A0053910 Working Drawing Review These Drawings have been reviewed for general design intent only. All actual field condi�ons are required to be verified by the Tenants Architect and/ or Contractor. Tenants are responsible for complying with all government regula�ons. One (1) copy of this Landlord stamped set of drawings is required to be always kept on the job site. Conditional approval as noted* *ADD NOTE: Protect in place all existing fireproofing on steel columns and beams and patch repair any damage to maintain the fire rating. *ADD NOTE: Protect in place utilities running through the space that service the mall or other tenants in place (including electrical, data and water line.) *ADD NOTE: Protect in place ducting running through the space that service the mall or other tenants in place. *Contractor to hire Landlord mandatory subs including roof, fire sprinkler, fire alarm, structural architect. *HVAC replaced 5/2025 Riderwood USA, Inc. Signed Fernando De Santiago Date 5/5/2025 11 OF 11 CONFIDENTIAL:This drawing and the information herein are the exclusive property of idX Corporation. Any reproduction or use without express written consent is strictly forbidden. CARB 93120 and TSCA TITLE VI:All composite wood products (MDF, PB, HWPW) must be compliant for formaldehyde. Place compliance label as shown within drawing and do not remove after installation. If label is not required on product, the compliant statement is required on the product packaging label per the "Product Compliant to CARB 93120 and TSCA Title VI for formaldehyde" standard. DIMENSIONS: All dimensions are in inches unless noted otherwise - views are not to scale unless noted. THIRD ANGLE PROJECTION CUSTOMER: DRAWN BY: DATE: PROJECT: CUSTOMER REF No: DESCRIPTION: PART No: REVISION No: DRAWING No:LEGO-A01800.dwg LEGO-A01800 12 ADA TILL UNIT KYLE JUNG 4/25/2023 SOTF LEGO SHEET: WEIGHT: PRODUCT INFORMATION VOLUME: HTS CODE: 178.8 kg (394.19 lbs) 1.232 cu m (43.51 cu ft) Working Drawing Review These Drawings have been reviewed for general design intent only. All actual field condi�ons are required to be verified by the Tenants Architect and/ or Contractor. Tenants are responsible for complying with all government regula�ons. One (1) copy of this Landlord stamped set of drawings is required to be always kept on the job site. Conditional approval as noted* *ADD NOTE: Protect in place all existing fireproofing on steel columns and beams and patch repair any damage to maintain the fire rating. *ADD NOTE: Protect in place utilities running through the space that service the mall or other tenants in place (including electrical, data and water line.) *ADD NOTE: Protect in place ducting running through the space that service the mall or other tenants in place. *Contractor to hire Landlord mandatory subs including roof, fire sprinkler, fire alarm, structural architect. *HVAC replaced 5/2025 Riderwood USA, Inc. Signed Fernando De Santiago Date 5/5/2025 ISOMETRIC FRONT ISOMETRIC BACK GLOBAL HEADQUARTERS One Rider Trail Plaza Drive, Suite 400Earth City, MO 63045 T 314.739.4120 www.idxcorporation.com 1 OF 7 CONFIDENTIAL:This drawing and the information herein are the exclusive property of idX Corporation. Any reproduction or use without express written consent is strictly forbidden. CA TITLE 17:All composite wood products (MDF, PB, HWPW) are compliant. Place compliance label as shown within drawing (or per current standard) and do not remove after installation. DIMENSIONS: All dimensions are in inches unless noted otherwise - views are not to scale unless noted. THIRD ANGLE PROJECTION CUSTOMER: DRAWN BY: DATE: PROJECT: CUSTOMER REF No: DESCRIPTION: ITEM No: ALT ITEM No: REVISION No: DRAWING No: LEGO-A04125.dwg LEGO-A04125 3 PERIMETER - SHELVING BAY UNIT - 6 SHELF 2880 MM TALL W/ ELECTRICAL JILI 4/28/2022 THE LEGO GROUP SHEET: PC-4 BACK PANEL STEEL 1MM PC-4 SHEET SHELF STEEL 0.8MM PC-5 BASE KICK STEEL 0.8MM PC-4 L-UPRIGHT STEEL 3MM PC-4 SHEET SHELF STEEL 0.8MM PC-4 SHEET SHELF STEEL 0.8MM PC-4 CROSS BAR STEEL 2MM PC-4 CROSS BAR STEEL 2MM PC-4 FINISH SCHEDULE CALLOUT PC-4 POWDER COAT, RAL 9010 TO MATCH LEGO BLOCK COLOR 1, WHITE 25% SHEEN PC-5 POWDER COAT, RAL 7040 TO MATCH LEGO BLOCK COLOR 194, LIGHT GREY, 25% SHEEN GENERAL TOLERANCE UNLESS OTHERWISE NOTED REFERENCE ISO 2768FOR ALL TOLERANCING M10调整脚，底盘为黑色， 底盘尺寸25*10mm，总高度40MM PC-4 BRACKET STEEL 2.5MM 制作时所有锐角边打磨去毛刺 METAL NOTES: DEBURR AND RELIEVE ALL SHARP EDGES VISIBLE WELDS TO BE CLEAN AND GROUND SMOOTH UNLESS OTHERWISE NOTED REVISION HISTORY REV DATE DESCRIPTION BY ECO 1 2022/8/16 金属电器盒焊接结构更新 MARK CHEN EN20220090 2 9/26/2022 最底部层板的刀片增加一个圆角 EBEN EN20220105 3 4/28/2023 小层板上的刀片换成LEGO-A04243(V1)CYUAN EN20230044 1 2 Working Drawing Review These Drawings have been reviewed for general design intent only. All actual field condi�ons are required to be verified by the Tenants Architect and/ or Contractor. Tenants are responsible for complying with all government regula�ons. One (1) copy of this Landlord stamped set of drawings is required to be always kept on the job site. Conditional approval as noted* *ADD NOTE: Protect in place all existing fireproofing on steel columns and beams and patch repair any damage to maintain the fire rating. *ADD NOTE: Protect in place utilities running through the space that service the mall or other tenants in place (including electrical, data and water line.) *ADD NOTE: Protect in place ducting running through the space that service the mall or other tenants in place. *Contractor to hire Landlord mandatory subs including roof, fire sprinkler, fire alarm, structural architect. *HVAC replaced 5/2025 Riderwood USA, Inc. Signed Fernando De Santiago Date 5/5/2025 FRONT SECTION AD : 2 GLOBAL HEADQUARTERS One Rider Trail Plaza Drive, Suite 400Earth City, MO 63045 T 314.739.4120 www.idxcorporation.com 2 OF 7 CONFIDENTIAL:This drawing and the information herein are the exclusive property of idX Corporation. Any reproduction or use without express written consent is strictly forbidden. CA TITLE 17:All composite wood products (MDF, PB, HWPW) are compliant. Place compliance label as shown within drawing (or per current standard) and do not remove after installation. DIMENSIONS: All dimensions are in inches unless noted otherwise - views are not to scale unless noted. THIRD ANGLE PROJECTION CUSTOMER: DRAWN BY: DATE: PROJECT: CUSTOMER REF No: DESCRIPTION: ITEM No: ALT ITEM No: REVISION No: DRAWING No: LEGO-A04125.dwg LEGO-A04125 3 PERIMETER - SHELVING BAY UNIT - 6 SHELF 2880 MM TALL W/ ELECTRICAL JILI 4/28/2022 THE LEGO GROUP SHEET: A A SIDE VIEW AD AD 587 mm [23.110] BACK PANEL 608.5 mm[23.957] 671 mm[26.417] BACK PANEL 671 mm[26.417] BACK PANEL 823 mm [32.402] BACK PANEL 606 mm[23.858] BACK PANEL 1 mm[0.039] 1 mm[0.039] 9 mm[0.354] 615.1 mm [24.216]80 mm[3.150] 2880 mm [113.386] 2676 mm[105.354] 119.2 mm[4.693] 20 mm[0.787] 32 mm [1.260] TYP. 4.8 mm[0.189] 7 mm[0.276]6 mm[0.236] 6 mm[0.236] 4 mm[0.157] 30 mm[1.181] 8 mm[0.315] 13 mm[0.512] 3 mm [0.118] 9 mm [0.354] 3 mm [0.118] 6 mm[0.236] 2860 mm[112.598] 19 mm [0.748] 12 mm[0.472]9 mm[0.354] 21 mm[0.827] NOTE: UPPER DIMENSION NUMBER IS METRIC; AMERICAN STANDARD IS LISTED IN BRACKETS BELOW Working Drawing Review These Drawings have been reviewed for general design intent only. All actual field condi�ons are required to be verified by the Tenants Architect and/ or Contractor. Tenants are responsible for complying with all government regula�ons. One (1) copy of this Landlord stamped set of drawings is required to be always kept on the job site. Conditional approval as noted* *ADD NOTE: Protect in place all existing fireproofing on steel columns and beams and patch repair any damage to maintain the fire rating. *ADD NOTE: Protect in place utilities running through the space that service the mall or other tenants in place (including electrical, data and water line.) *ADD NOTE: Protect in place ducting running through the space that service the mall or other tenants in place. *Contractor to hire Landlord mandatory subs including roof, fire sprinkler, fire alarm, structural architect. *HVAC replaced 5/2025 Riderwood USA, Inc. Signed Fernando De Santiago Date 5/5/2025 SIDE VIEW GLOBAL HEADQUARTERS One Rider Trail Plaza Drive, Suite 400Earth City, MO 63045 T 314.739.4120 www.idxcorporation.com 3 OF 7 CONFIDENTIAL:This drawing and the information herein are the exclusive property of idX Corporation. Any reproduction or use without express written consent is strictly forbidden. CA TITLE 17:All composite wood products (MDF, PB, HWPW) are compliant. Place compliance label as shown within drawing (or per current standard) and do not remove after installation. DIMENSIONS: All dimensions are in inches unless noted otherwise - views are not to scale unless noted. THIRD ANGLE PROJECTION CUSTOMER: DRAWN BY: DATE: PROJECT: CUSTOMER REF No: DESCRIPTION: ITEM No: ALT ITEM No: REVISION No: DRAWING No: LEGO-A04125.dwg LEGO-A04125 3 PERIMETER - SHELVING BAY UNIT - 6 SHELF 2880 MM TALL W/ ELECTRICAL JILI 4/28/2022 THE LEGO GROUP SHEET: 91.0° 34 mm[1.339] 91.0°34 mm[1.339] 599.5 mm[23.602] 588.6 mm[23.175] 34 mm [1.339] 636.6 mm [25.061] 665 mm[26.161] 5 mm[0.197] 60 mm[2.362] 30 mm[1.181] 60 mm[2.362] HALF HEX BODY LARGE FLANGE RIVET NUT M6X1 STEEL SCREW DIN96/DIN94 (CHOOSE BY WALL TYPE)M6 SCREW_HEX_FLANGED_MACHINE_M6X1X16MM 13.6 mm[0.537] 2.9 mm[0.113] R3.5 mm[R0.138] 4 mm[0.157] 2860 mm[112.598] 460 mm[18.110] 800 mm[31.496] 800 mm[31.496] 740 mm[29.134] 114 mm[4.488]20 mm[0.787] 2880 mm[113.386] 593.5 mm [23.366] 59 mm [2.323] 37 mm[1.457]4 mm[0.157] 3 mm[0.118] 25 mm[0.984] 56 mm[2.205] 327.5 mm [12.894] 590 mm[23.228] Working Drawing Review These Drawings have been reviewed for general design intent only. All actual field condi�ons are required to be verified by the Tenants Architect and/ or Contractor. Tenants are responsible for complying with all government regula�ons. One (1) copy of this Landlord stamped set of drawings is required to be always kept on the job site. Conditional approval as noted* *ADD NOTE: Protect in place all existing fireproofing on steel columns and beams and patch repair any damage to maintain the fire rating. *ADD NOTE: Protect in place utilities running through the space that service the mall or other tenants in place (including electrical, data and water line.) *ADD NOTE: Protect in place ducting running through the space that service the mall or other tenants in place. *Contractor to hire Landlord mandatory subs including roof, fire sprinkler, fire alarm, structural architect. *HVAC replaced 5/2025 Riderwood USA, Inc. Signed Fernando De Santiago Date 5/5/2025 BACK TOP VIEW GLOBAL HEADQUARTERS One Rider Trail Plaza Drive, Suite 400Earth City, MO 63045 T 314.739.4120 www.idxcorporation.com 4 OF 7 CONFIDENTIAL:This drawing and the information herein are the exclusive property of idX Corporation. Any reproduction or use without express written consent is strictly forbidden. CA TITLE 17:All composite wood products (MDF, PB, HWPW) are compliant. Place compliance label as shown within drawing (or per current standard) and do not remove after installation. DIMENSIONS: All dimensions are in inches unless noted otherwise - views are not to scale unless noted. THIRD ANGLE PROJECTION CUSTOMER: DRAWN BY: DATE: PROJECT: CUSTOMER REF No: DESCRIPTION: ITEM No: ALT ITEM No: REVISION No: DRAWING No: LEGO-A04125.dwg LEGO-A04125 3 PERIMETER - SHELVING BAY UNIT - 6 SHELF 2880 MM TALL W/ ELECTRICAL JILI 4/28/2022 THE LEGO GROUP SHEET: TOP VIEW B B CROSS BAR 578.5 mm[22.776]30 mm[1.181] 608.5 mm[23.957] 2880 mm [113.386] 598 mm[23.543] 598 mm[23.543] 667.4 mm[26.277] 614.2 mm[24.181] ELECTRICAL TRAY 180 mm[7.087] 90 mm [3.543] 1168 mm[45.984] 1217 mm [47.913] 226.5 mm[8.917] 1 Working Drawing Review These Drawings have been reviewed for general design intent only. All actual field condi�ons are required to be verified by the Tenants Architect and/ or Contractor. Tenants are responsible for complying with all government regula�ons. One (1) copy of this Landlord stamped set of drawings is required to be always kept on the job site. Conditional approval as noted* *ADD NOTE: Protect in place all existing fireproofing on steel columns and beams and patch repair any damage to maintain the fire rating. *ADD NOTE: Protect in place utilities running through the space that service the mall or other tenants in place (including electrical, data and water line.) *ADD NOTE: Protect in place ducting running through the space that service the mall or other tenants in place. *Contractor to hire Landlord mandatory subs including roof, fire sprinkler, fire alarm, structural architect. *HVAC replaced 5/2025 Riderwood USA, Inc. Signed Fernando De Santiago Date 5/5/2025 SECTION A DETAIL 4 GLOBAL HEADQUARTERS One Rider Trail Plaza Drive, Suite 400Earth City, MO 63045 T 314.739.4120 www.idxcorporation.com 5 OF 7 CONFIDENTIAL:This drawing and the information herein are the exclusive property of idX Corporation. Any reproduction or use without express written consent is strictly forbidden. CA TITLE 17:All composite wood products (MDF, PB, HWPW) are compliant. Place compliance label as shown within drawing (or per current standard) and do not remove after installation. DIMENSIONS: All dimensions are in inches unless noted otherwise - views are not to scale unless noted. THIRD ANGLE PROJECTION CUSTOMER: DRAWN BY: DATE: PROJECT: CUSTOMER REF No: DESCRIPTION: ITEM No: ALT ITEM No: REVISION No: DRAWING No: LEGO-A04125.dwg LEGO-A04125 3 PERIMETER - SHELVING BAY UNIT - 6 SHELF 2880 MM TALL W/ ELECTRICAL JILI 4/28/2022 THE LEGO GROUP SHEET: 4 598 mm [23.543] 587 mm[23.110] STEEL BACK 635 mm[25.000] 60 mm[2.362] 30 mm[1.181] 7 mm[0.276] 6 mm[0.236] 4 mm[0.157]6 mm [0.236] HALF HEX BODY LARGE FLANGE RIVET NUT M6X1 STEEL SCREW_HEX_FLANGED_MACHINE_M6X1X16MM SCREW DIN96/DIN94 (CHOOSE BY WALL TYPE)M6 59 mm[2.323] 1 mm[0.039] 3 mm[0.118] 28.8 mm [1.132] Working Drawing Review These Drawings have been reviewed for general design intent only. All actual field condi�ons are required to be verified by the Tenants Architect and/ or Contractor. Tenants are responsible for complying with all government regula�ons. One (1) copy of this Landlord stamped set of drawings is required to be always kept on the job site. Conditional approval as noted* *ADD NOTE: Protect in place all existing fireproofing on steel columns and beams and patch repair any damage to maintain the fire rating. *ADD NOTE: Protect in place utilities running through the space that service the mall or other tenants in place (including electrical, data and water line.) *ADD NOTE: Protect in place ducting running through the space that service the mall or other tenants in place. *Contractor to hire Landlord mandatory subs including roof, fire sprinkler, fire alarm, structural architect. *HVAC replaced 5/2025 Riderwood USA, Inc. Signed Fernando De Santiago Date 5/5/2025 SECTION B : 4 GLOBAL HEADQUARTERS One Rider Trail Plaza Drive, Suite 400Earth City, MO 63045 T 314.739.4120 www.idxcorporation.com 6 OF 7 CONFIDENTIAL:This drawing and the information herein are the exclusive property of idX Corporation. Any reproduction or use without express written consent is strictly forbidden. CA TITLE 17:All composite wood products (MDF, PB, HWPW) are compliant. Place compliance label as shown within drawing (or per current standard) and do not remove after installation. DIMENSIONS: All dimensions are in inches unless noted otherwise - views are not to scale unless noted. THIRD ANGLE PROJECTION CUSTOMER: DRAWN BY: DATE: PROJECT: CUSTOMER REF No: DESCRIPTION: ITEM No: ALT ITEM No: REVISION No: DRAWING No: LEGO-A04125.dwg LEGO-A04125 3 PERIMETER - SHELVING BAY UNIT - 6 SHELF 2880 MM TALL W/ ELECTRICAL JILI 4/28/2022 THE LEGO GROUP SHEET: 34 mm[1.339] 34 mm[1.339] 20 mm[0.787] 24.5 mm[0.965] 20 mm[0.787] 34 mm[1.339] 0.8 mm[0.031] 590 mm [23.228] 327.5 mm [12.894] 130 mm[5.118]98.8 mm[3.888] 98.8 mm [3.888] 28 mm[1.101] 180 mm[7.087]115 mm[4.528] 180 mm[7.087] 115 mm[4.528] 590 mm [23.228] 28 mm[1.101]20 mm[0.787] 20 mm[0.787] 22 mm[0.866]76 mm[2.992] 91.0° 20 mm[0.787] 75.2 mm [2.961]114 mm [4.488]34 mm[1.339] 635 mm [25.000]20 mm[0.787] 2880 mm[113.386] 327.5 mm[12.894]34 mm[1.339] 34 mm [1.339]590 mm[23.228] 91.0° Working Drawing Review These Drawings have been reviewed for general design intent only. All actual field condi�ons are required to be verified by the Tenants Architect and/ or Contractor. Tenants are responsible for complying with all government regula�ons. One (1) copy of this Landlord stamped set of drawings is required to be always kept on the job site. Conditional approval as noted* *ADD NOTE: Protect in place all existing fireproofing on steel columns and beams and patch repair any damage to maintain the fire rating. *ADD NOTE: Protect in place utilities running through the space that service the mall or other tenants in place (including electrical, data and water line.) *ADD NOTE: Protect in place ducting running through the space that service the mall or other tenants in place. *Contractor to hire Landlord mandatory subs including roof, fire sprinkler, fire alarm, structural architect. *HVAC replaced 5/2025 Riderwood USA, Inc. Signed Fernando De Santiago Date 5/5/2025 EXPLODED VIEW GLOBAL HEADQUARTERS One Rider Trail Plaza Drive, Suite 400Earth City, MO 63045 T 314.739.4120 www.idxcorporation.com 7 OF 7 CONFIDENTIAL:This drawing and the information herein are the exclusive property of idX Corporation. Any reproduction or use without express written consent is strictly forbidden. CA TITLE 17:All composite wood products (MDF, PB, HWPW) are compliant. Place compliance label as shown within drawing (or per current standard) and do not remove after installation. DIMENSIONS: All dimensions are in inches unless noted otherwise - views are not to scale unless noted. THIRD ANGLE PROJECTION CUSTOMER: DRAWN BY: DATE: PROJECT: CUSTOMER REF No: DESCRIPTION: ITEM No: ALT ITEM No: REVISION No: DRAWING No: LEGO-A04125.dwg LEGO-A04125 3 PERIMETER - SHELVING BAY UNIT - 6 SHELF 2880 MM TALL W/ ELECTRICAL JILI 4/28/2022 THE LEGO GROUP SHEET: COMPONENT LIST DWGDESCRIPTIONPART NUMBERQTY Yes L-UPRIGHT FOR PERIMETER - SHELVING BAY UNITLEGO-A040191 WELDMENT SHELF 600mm X 600mm NOMINAL LEGO-A040203 YesWELDMENT SHELF 598mm X 327.5mmLEGO-A040213 YesBOTTOM SHELF BRACKETLEGO-A040222 YesLARGE SHELF BRACKETLEGO-A040234 YesSTEEL CROSS 600mmLEGO-A040242 YesBACK PANEL CLEGO-A040252 YesBASE KICKLEGO-A040261 NoELECTRICAL TRAYLEGO-A041131 YesBACK PANEL CLEGO-A041261 YesBACK PANEL CLEGO-A041271 YesSHELF BRACKET END CAPLEGO-A042436 LEGO-A04019 LEGO-A04024 LEGO-A04024 LEGO-A04025 LEGO-A04025 LEGO-A04126 LEGO-A04127 LEGO-A04021 LEGO-A04021 LEGO-A04021 LEGO-A04020 LEGO-A04020 LEGO-A04020 LEGO-A04026 LEGO-A04023 LEGO-A04022 LEGO-A04243 LEGO-A04113 2 3 Working Drawing Review These Drawings have been reviewed for general design intent only. All actual field condi�ons are required to be verified by the Tenants Architect and/ or Contractor. Tenants are responsible for complying with all government regula�ons. One (1) copy of this Landlord stamped set of drawings is required to be always kept on the job site. Conditional approval as noted* *ADD NOTE: Protect in place all existing fireproofing on steel columns and beams and patch repair any damage to maintain the fire rating. *ADD NOTE: Protect in place utilities running through the space that service the mall or other tenants in place (including electrical, data and water line.) *ADD NOTE: Protect in place ducting running through the space that service the mall or other tenants in place. *Contractor to hire Landlord mandatory subs including roof, fire sprinkler, fire alarm, structural architect. *HVAC replaced 5/2025 Riderwood USA, Inc. Signed Fernando De Santiago Date 5/5/2025 Larson Engineering, Inc. 1850 Craigshire Road, Suite 300 St. Louis, MO 63146-4013 314.731.4710 www.larsonengr.com April 8, 2025 Ms. Misty Schutzius idX Corporation 2801 E. Beltline Ave. NE Grand Rapids, MI 49525 Re: Santa Anita LEGO Store Seismic Anchorage Calculations LEGO – Santa Anita LEI Project No: 51250098.000 Dear Ms. Schutzius: Larson Engineering performed analysis of the anchorage to structure of the fixtures listed below to be located at the LEGO store in Santa Anita, CA. The anchors to structure were found to be structurally adequate to resist the seismic forces based on fixture weights provided by idX. · Perimeter Shelving Bay Unit · VE ADA Till Unit See attached calculations for the anchorage requirements at each fixture. Anchors to wall structure shall be ¼” diameter steel screws (Grade 2 minimum steel). The screws must either engage minimum 33mil metal studs or have minimum 1-1/2” penetration into wood blocking. Anchors to the concrete floor slab shall be ½” diameter Hilti Kwik Bolt TZ2 anchor bolts with 2-1/2” minimum embedment, and a minimum distance to edge of concrete of 6”. Working Drawing Review These Drawings have been reviewed for general design intent only. All actual field condi�ons are required to be verified by the Tenants Architect and/ or Contractor. Tenants are responsible for complying with all government regula�ons. One (1) copy of this Landlord stamped set of drawings is required to be always kept on the job site. Conditional approval as noted* *ADD NOTE: Protect in place all existing fireproofing on steel columns and beams and patch repair any damage to maintain the fire rating. *ADD NOTE: Protect in place utilities running through the space that service the mall or other tenants in place (including electrical, data and water line.) *ADD NOTE: Protect in place ducting running through the space that service the mall or other tenants in place. *Contractor to hire Landlord mandatory subs including roof, fire sprinkler, fire alarm, structural architect. *HVAC replaced 5/2025 Riderwood USA, Inc. Signed Fernando De Santiago Date 5/5/2025 Ms. Misty Schutzius Santa Anita LEGO Store Seismic Anchorage Calculations April 8, 2025 2 of 2 51250098.000 Larson Engineering is pleased to be consulted for this structural analysis. Please let us know if there are any questions regarding these calculations. Sincerely, Larson Engineering, Inc. Hayley A. Hanson, E.I.T. Kevin T. Schultz, P.E., S.E. Design Engineer Project Manager Attachments: C1-1 to C1-6, Perimeter Shelving Bay Unit Anchorage Calculations C2-1 to C2-10, VE ADA Till Unit Anchorage Calculations 04/08/2025 Digitally signed by: Kevin Thomas Schultz I am approving this document kschultz@larsonengr.com 2025.04.08 13:56:44-05'00' Working Drawing Review These Drawings have been reviewed for general design intent only. All actual field condi�ons are required to be verified by the Tenants Architect and/ or Contractor. Tenants are responsible for complying with all government regula�ons. One (1) copy of this Landlord stamped set of drawings is required to be always kept on the job site. Conditional approval as noted* *ADD NOTE: Protect in place all existing fireproofing on steel columns and beams and patch repair any damage to maintain the fire rating. *ADD NOTE: Protect in place utilities running through the space that service the mall or other tenants in place (including electrical, data and water line.) *ADD NOTE: Protect in place ducting running through the space that service the mall or other tenants in place. *Contractor to hire Landlord mandatory subs including roof, fire sprinkler, fire alarm, structural architect. *HVAC replaced 5/2025 Riderwood USA, Inc. Signed Fernando De Santiago Date 5/5/2025 SUBJECT:LEGO Santa Anita idX Seismic Anchorage Analysis SHEET NO:C1 - PROJECT NO: 51250098.000 BY:HAH DATE: 04/08/2025 1 DESIGN SEISMIC LOADS - PERIMETER SHELVING BAY UNIT Per CA Building Code 2022 (IBC 2021), Section 1613 use ASCE 7-16, section 13.3 Architectural Components Cantilever Elements, Appendages and ornamentations Project Address: Santa Anita, CA Site Class:D - Default Component Amplification Factor ≔ap 2.5 Table 13.5-1, pg. 126 Spectral Acceleration Short Period ≔SDS 1.633 Equation 11.4-3, pg 84 Conservatively assume component is located at top of structure. ≔h z ≔Ws =+⋅5.6 kgf 3 shelves ⋅4.5 kgf 3 shelves 66.8 lbfWeight of Shelves: ≔Wpr 200 lbf (Assumed)Weight of Product: ≔Wu 30 lbfWeight of L-upright: Component Operating Weight ≔Wp ++Ws Wpr Wu ≔Wp 300 lbf Component Response Modification Factor ≔Rp 2.5 Table 13.5-1, pg. 126 Component Overstrength Factor ≔Ωo 2.0 Table 13.5-1, pg. 126 Component Importance Factor ≔Ip 1.0 Section 13.1.3, pg. 121 Calculate Seismic Coefficient, Fp ≔Fp.1 ⋅――――⋅⋅0.4 ap SDS ⎛⎜⎜⎝ ―Rp Ip ⎞⎟⎟⎠ ⎛⎜⎝+1 ⋅2 ―z h ⎞⎟⎠=Fp.1 1.96 Equation 13.3-1, pg. 123 Maximum Required Seismic Design Coefficient, Fp ≔Fp.2 ⋅⋅1.6 SDS Ip =Fp.2 2.61 Equation 13.3-2, pg. 123 Minimum Required Seismic Design Coefficient, Fp ≔Fp.3 ⋅⋅0.3 SDS Ip =Fp.3 0.49 Equation 13.3-3, pg. 123 Design Seismic Coefficient ≔Fp if⎛⎝,,>Fp.1 Fp.2 Fp.2 if⎛⎝,,<Fp.1 Fp.3 Fp.3 Fp.1⎞⎠⎞⎠=Fp 1.96 Design Seismic Force ≔PEQ =⋅Fp Wp 588 lbf Working Drawing Review These Drawings have been reviewed for general design intent only. All actual field condi�ons are required to be verified by the Tenants Architect and/ or Contractor. Tenants are responsible for complying with all government regula�ons. One (1) copy of this Landlord stamped set of drawings is required to be always kept on the job site. Conditional approval as noted* *ADD NOTE: Protect in place all existing fireproofing on steel columns and beams and patch repair any damage to maintain the fire rating. *ADD NOTE: Protect in place utilities running through the space that service the mall or other tenants in place (including electrical, data and water line.) *ADD NOTE: Protect in place ducting running through the space that service the mall or other tenants in place. *Contractor to hire Landlord mandatory subs including roof, fire sprinkler, fire alarm, structural architect. *HVAC replaced 5/2025 Riderwood USA, Inc. Signed Fernando De Santiago Date 5/5/2025 SUBJECT:LEGO Santa Anita idX Seismic Anchorage Analysis SHEET NO:C1 - PROJECT NO: 51250098.000 BY:HAH DATE: 04/08/2025 2 Working Drawing Review These Drawings have been reviewed for general design intent only. All actual field condi�ons are required to be verified by the Tenants Architect and/ or Contractor. Tenants are responsible for complying with all government regula�ons. One (1) copy of this Landlord stamped set of drawings is required to be always kept on the job site. Conditional approval as noted* *ADD NOTE: Protect in place all existing fireproofing on steel columns and beams and patch repair any damage to maintain the fire rating. *ADD NOTE: Protect in place utilities running through the space that service the mall or other tenants in place (including electrical, data and water line.) *ADD NOTE: Protect in place ducting running through the space that service the mall or other tenants in place. *Contractor to hire Landlord mandatory subs including roof, fire sprinkler, fire alarm, structural architect. *HVAC replaced 5/2025 Riderwood USA, Inc. Signed Fernando De Santiago Date 5/5/2025 SUBJECT:LEGO Santa Anita idX Seismic Anchorage Analysis SHEET NO:C1 - PROJECT NO: 51250098.000 BY:HAH DATE: 04/08/2025 3 PERIMETER SHELVING BAY UNIT ANCHORS TO STRUCTURE Substrate: Gypsum covered metal stud wall with wood blocking Working Drawing Review These Drawings have been reviewed for general design intent only. All actual field condi�ons are required to be verified by the Tenants Architect and/ or Contractor. Tenants are responsible for complying with all government regula�ons. One (1) copy of this Landlord stamped set of drawings is required to be always kept on the job site. Conditional approval as noted* *ADD NOTE: Protect in place all existing fireproofing on steel columns and beams and patch repair any damage to maintain the fire rating. *ADD NOTE: Protect in place utilities running through the space that service the mall or other tenants in place (including electrical, data and water line.) *ADD NOTE: Protect in place ducting running through the space that service the mall or other tenants in place. *Contractor to hire Landlord mandatory subs including roof, fire sprinkler, fire alarm, structural architect. *HVAC replaced 5/2025 Riderwood USA, Inc. Signed Fernando De Santiago Date 5/5/2025 SUBJECT:LEGO Santa Anita idX Seismic Anchorage Analysis SHEET NO:C1 - PROJECT NO: 51250098.000 BY:HAH DATE: 04/08/2025 4 Loads on Fastener (ASD): Dead Load transferred to floor slab through bearing on levelers at base of shelving. Attachment to wall to take seismic load only. Unit attaches to adjacent unit in a series.≔Ω 1.67 ≔nt 4 Number of Fasteners in Tension ≔nv 8 Number of Fasteners in Shear ≔Lb 2.375 in Width of Bracket ≔Ls 24 in Length of Shelf ≔bs 24 in Width of Shelf ≔ts 0.625 in Sheathing Thickness (Assumed) Shear:≔Vf =―――⋅0.7 PEQ nv 51.4 lbf Tension:≔Tf =――――――⋅⋅0.7 PEQ ⎛⎝+Ls Lb⎞⎠ ⋅nt bs 113.1 lbf Moment:≔Mf =――⋅Vf ts nv 4 ⋅lbf in Assumed center of gravity location is conservative Check Strength of Fastener: ≔Vallow_f 383 lbf 1/4" Fastener, Gr. 2 Steel Min. [AMMA Table 20.2] ≔Tallow_f 663 lbf ≔df 0.213 in (pitch diameter)≔Fyf 55 ksi ≔Zf =――df 3 6 0.0016 in 3 ≔Sf =――⋅π df 3 32 0.0009 in 3 ≔Mallow_f =―――――――⋅Fyf min ⎛⎝,Zf ⋅1.6 Sf⎞⎠ Ω 50 ⋅lbf in =+⎛⎜⎜⎝ ―――Vf Vallow_f ⎞⎟⎟⎠ 2 ⎛⎜⎜⎝ +―――Tf Tallow_f ―――Mf Mallow_f ⎞⎟⎟⎠ 2 0.08 < 1.0, OK Check Fastener into Metal Stud - Bearing/Pullout: ≔Vallow_ms 336 lbf 1/4" Fastener 33 mil (minimum) metal stud ≔Tallow_ms 389 lbf [Clark Dietrich] =+ ⎛⎜⎜⎝ ―――Vf Vallow_ms ⎞⎟⎟⎠ ⎛⎜⎜⎝ ―――Tf Tallow_ms ⎞⎟⎟⎠ 0.44 < 1.0, OK Working Drawing Review These Drawings have been reviewed for general design intent only. All actual field condi�ons are required to be verified by the Tenants Architect and/ or Contractor. Tenants are responsible for complying with all government regula�ons. One (1) copy of this Landlord stamped set of drawings is required to be always kept on the job site. Conditional approval as noted* *ADD NOTE: Protect in place all existing fireproofing on steel columns and beams and patch repair any damage to maintain the fire rating. *ADD NOTE: Protect in place utilities running through the space that service the mall or other tenants in place (including electrical, data and water line.) *ADD NOTE: Protect in place ducting running through the space that service the mall or other tenants in place. *Contractor to hire Landlord mandatory subs including roof, fire sprinkler, fire alarm, structural architect. *HVAC replaced 5/2025 Riderwood USA, Inc. Signed Fernando De Santiago Date 5/5/2025 SUBJECT:LEGO Santa Anita idX Seismic Anchorage Analysis SHEET NO:C1 - PROJECT NO: 51250098.000 BY:HAH DATE: 04/08/2025 5 Check Fastener into Wood Blocking - Bearing/Pullout: NDS 2018 Diameter:≔D ⋅0.25 in Penetration:≔p ⋅1.5 in Specific Gravity:≔G 0.42 Note: Assume Spruce Pine Fir Lag Screw Withdrawal Value:≔W ⋅173 ―lbf in Table 12.2A For G=0.42 Lag Screw Shear Value ≔Z =⋅⋅100 lbf ――p ⋅8 D 75 lbf Table 12K Load Duration Factor:≔CD 1.6 Table 2.3.2, Ten Minute Load (Wind/Seismic) Wet Service Factor:≔CM 1.0 Table 11.3.3, < 19% In Service M.C. Temperature Factor:≔Ct 1.0 Table 11.3.4, < 100° F End Grain Factor:≔Ceg 1.0 Section 12.5.2, Install in Side of Blocking Toe Nail Factor:≔Ctn 1.0 Section 12.5.4, Install in Side of Blocking Group Action Factor:≔Cg 1.0 Section 11.3.6, Single Fastener Geometry Factor:≔CΔ 1.0 Table 12.5.1A, Assume At Least 4D Edge Distance Diaphragm Factor:≔Cdi 1.0 Section 12.5.3, Not diaphragm Allowable Design Value:≔W'=⋅⋅⋅⋅⋅CD CM Ct Ceg Ctn W 276.8 ―lbf in Table 11.3.1 Allowable Shear Load: ≔Vall =⋅⋅⋅⋅⋅⋅⋅⋅CD CM Ct Cg CΔ Ceg Cdi Ctn Z 120 lbf Table 11.3.1 Allowable Tension Load:≔Tall =⋅W' p 415.2 lbf Tension Utilization:=――Tf Tall 0.27 < 1.0, OK Shear Utilization:=――Vf Vall 0.43 < 1.0, OK Combined:≔α =atan ⎛⎜⎜⎝ ―Vf Tf ⎞⎟⎟⎠24.46 deg ≔Zα =――――――――――⋅Tall Vall +⋅Tall ⎛⎝cos ⎛⎝α⎞⎠⎞⎠2 ⋅Vall ⎛⎝sin⎛⎝α⎞⎠⎞⎠2 137 lbf Eq. 12.4-1 =―――― ‾‾‾‾‾‾‾+Tf 2 Vf 2 Zα 0.91 < 1.0, OK 1/4" Steel Fastener (Gr. 2 Min.) is OK Fastener must engage Min. 33 mil Metal Stud or Wood Blocking with Min. 1-1/2" Penetration Working Drawing Review These Drawings have been reviewed for general design intent only. All actual field condi�ons are required to be verified by the Tenants Architect and/ or Contractor. Tenants are responsible for complying with all government regula�ons. One (1) copy of this Landlord stamped set of drawings is required to be always kept on the job site. Conditional approval as noted* *ADD NOTE: Protect in place all existing fireproofing on steel columns and beams and patch repair any damage to maintain the fire rating. *ADD NOTE: Protect in place utilities running through the space that service the mall or other tenants in place (including electrical, data and water line.) *ADD NOTE: Protect in place ducting running through the space that service the mall or other tenants in place. *Contractor to hire Landlord mandatory subs including roof, fire sprinkler, fire alarm, structural architect. *HVAC replaced 5/2025 Riderwood USA, Inc. Signed Fernando De Santiago Date 5/5/2025 SUBJECT:LEGO Santa Anita idX Seismic Anchorage Analysis SHEET NO:C1 - PROJECT NO: 51250098.000 BY:HAH DATE: 04/08/2025 6 AAMA Table 20.2: Clark Dietrich Fastening Options: Working Drawing Review These Drawings have been reviewed for general design intent only. All actual field condi�ons are required to be verified by the Tenants Architect and/ or Contractor. Tenants are responsible for complying with all government regula�ons. One (1) copy of this Landlord stamped set of drawings is required to be always kept on the job site. Conditional approval as noted* *ADD NOTE: Protect in place all existing fireproofing on steel columns and beams and patch repair any damage to maintain the fire rating. *ADD NOTE: Protect in place utilities running through the space that service the mall or other tenants in place (including electrical, data and water line.) *ADD NOTE: Protect in place ducting running through the space that service the mall or other tenants in place. *Contractor to hire Landlord mandatory subs including roof, fire sprinkler, fire alarm, structural architect. *HVAC replaced 5/2025 Riderwood USA, Inc. Signed Fernando De Santiago Date 5/5/2025 SUBJECT:LEGO Santa Anita idX Seismic Anchorage Analysis SHEET NO:C2 - PROJECT NO: 51250098.000 BY:HAH DATE: 04/08/2025 1 DESIGN SEISMIC LOADS - VE ADA TILL Per CA Building Code 2022 (IBC 2021), Section 1613 use ASCE 7-16, section 13.3 Architectural Components Cantilever Elements, Appendages and ornamentations Project Location: Santa Anita, CA Site Class:D - Default Spectral Acceleration Short Period ≔SDS 1.633 Equation 11.4-3, pg 84 Conservatively assume component is located at top of structure. ≔h z Component Operating Weight ≔Wp 400 lbf Component Height ≔hc 3.67 ft Substrate:Concrete Slab ≔ap 2.5 Component Amplification Factor Table 13.5-1, pg. 126 ≔Rp 2.5 Component Response Modification Factor Table 13.5-1, pg. 126 ≔Ωo 2.0 Component Overstrength Factor Table 13.5-1, pg. 126 ≔Ip 1.0 Component Importance Factor Section 13.1.3, pg. 121 Calculate Seismic Coefficient, Fp ≔Fp.1 ⋅――――⋅⋅0.4 ap SDS ⎛⎜ ⎜⎝ ―Rp Ip ⎞⎟ ⎟⎠ ⎛ ⎜⎝+1 ⋅2 ―z h ⎞ ⎟⎠=Fp.1 1.96 Equation 13.3-1, pg. 123 Maximum Required Seismic Design Coefficient, Fp ≔Fp.2 ⋅⋅1.6 SDS Ip =Fp.2 2.61 Equation 13.3-2, pg. 123 Minimum Required Seismic Design Coefficient, Fp ≔Fp.3 ⋅⋅0.3 SDS Ip =Fp.3 0.49 Equation 13.3-3, pg. 123 Design Seismic Coefficient ≔Fp if⎛⎝,,>Fp.1 Fp.2 Fp.2 if⎛⎝,,<Fp.1 Fp.3 Fp.3 Fp.1⎞⎠⎞⎠=Fp 1.96 Design Seismic Force ≔PEQ =⋅Fp Wp 784 lbf Working Drawing Review These Drawings have been reviewed for general design intent only. All actual field condi�ons are required to be verified by the Tenants Architect and/ or Contractor. Tenants are responsible for complying with all government regula�ons. One (1) copy of this Landlord stamped set of drawings is required to be always kept on the job site. Conditional approval as noted* *ADD NOTE: Protect in place all existing fireproofing on steel columns and beams and patch repair any damage to maintain the fire rating. *ADD NOTE: Protect in place utilities running through the space that service the mall or other tenants in place (including electrical, data and water line.) *ADD NOTE: Protect in place ducting running through the space that service the mall or other tenants in place. *Contractor to hire Landlord mandatory subs including roof, fire sprinkler, fire alarm, structural architect. *HVAC replaced 5/2025 Riderwood USA, Inc. Signed Fernando De Santiago Date 5/5/2025 SUBJECT:LEGO Santa Anita idX Seismic Anchorage Analysis SHEET NO:C2 - PROJECT NO: 51250098.000 BY:HAH DATE: 04/08/2025 2 Working Drawing Review These Drawings have been reviewed for general design intent only. All actual field condi�ons are required to be verified by the Tenants Architect and/ or Contractor. Tenants are responsible for complying with all government regula�ons. One (1) copy of this Landlord stamped set of drawings is required to be always kept on the job site. Conditional approval as noted* *ADD NOTE: Protect in place all existing fireproofing on steel columns and beams and patch repair any damage to maintain the fire rating. *ADD NOTE: Protect in place utilities running through the space that service the mall or other tenants in place (including electrical, data and water line.) *ADD NOTE: Protect in place ducting running through the space that service the mall or other tenants in place. *Contractor to hire Landlord mandatory subs including roof, fire sprinkler, fire alarm, structural architect. *HVAC replaced 5/2025 Riderwood USA, Inc. Signed Fernando De Santiago Date 5/5/2025 SUBJECT:LEGO Santa Anita idX Seismic Anchorage Analysis SHEET NO:C2 - PROJECT NO: 51250098.000 BY:HAH DATE: 04/08/2025 3 VE ADA TILL Substrate: Concrete slab - Assume a minimum of 6" thick Working Drawing Review These Drawings have been reviewed for general design intent only. All actual field condi�ons are required to be verified by the Tenants Architect and/ or Contractor. Tenants are responsible for complying with all government regula�ons. One (1) copy of this Landlord stamped set of drawings is required to be always kept on the job site. Conditional approval as noted* *ADD NOTE: Protect in place all existing fireproofing on steel columns and beams and patch repair any damage to maintain the fire rating. *ADD NOTE: Protect in place utilities running through the space that service the mall or other tenants in place (including electrical, data and water line.) *ADD NOTE: Protect in place ducting running through the space that service the mall or other tenants in place. *Contractor to hire Landlord mandatory subs including roof, fire sprinkler, fire alarm, structural architect. *HVAC replaced 5/2025 Riderwood USA, Inc. Signed Fernando De Santiago Date 5/5/2025 SUBJECT:LEGO Santa Anita idX Seismic Anchorage Analysis SHEET NO:C2 - PROJECT NO: 51250098.000 BY:HAH DATE: 04/08/2025 4 Check Fasteners into Floor Slab Loads on Fastener (LRFD): Dead Load transferred to floor slab through bearing on levelers at base of panel. =PEQ 784 lbf Design Seismic Force =Ωo 2 Component Overstrength Factor =hc 3.67 ft Height of Center of Gravity (conservative) Shear:≔Vf =⋅Ωo PEQ 1568 lbf Assumptions: -minimum 6" edge distance -minimum compressive strength of 2500 psi -minimum concrete depth of 6" Moment:≔Mf =⋅Vf hc 69041 ⋅lbf in See below for Hilti Profis software analysis. (4) 1/2" Hilti Kwik Bolt TZ2 Anchor Bolts with 2-1/2" Min. Embedment into Concrete Slab Working Drawing Review These Drawings have been reviewed for general design intent only. All actual field condi�ons are required to be verified by the Tenants Architect and/ or Contractor. Tenants are responsible for complying with all government regula�ons. One (1) copy of this Landlord stamped set of drawings is required to be always kept on the job site. Conditional approval as noted* *ADD NOTE: Protect in place all existing fireproofing on steel columns and beams and patch repair any damage to maintain the fire rating. *ADD NOTE: Protect in place utilities running through the space that service the mall or other tenants in place (including electrical, data and water line.) *ADD NOTE: Protect in place ducting running through the space that service the mall or other tenants in place. *Contractor to hire Landlord mandatory subs including roof, fire sprinkler, fire alarm, structural architect. *HVAC replaced 5/2025 Riderwood USA, Inc. Signed Fernando De Santiago Date 5/5/2025 SUBJECT:LEGO Santa Anita idX Seismic Anchorage Analysis SHEET NO:C2 - PROJECT NO: 51250098.000 BY:HAH DATE: 04/08/2025 5 Working Drawing Review These Drawings have been reviewed for general design intent only. All actual field condi�ons are required to be verified by the Tenants Architect and/ or Contractor. Tenants are responsible for complying with all government regula�ons. One (1) copy of this Landlord stamped set of drawings is required to be always kept on the job site. Conditional approval as noted* *ADD NOTE: Protect in place all existing fireproofing on steel columns and beams and patch repair any damage to maintain the fire rating. *ADD NOTE: Protect in place utilities running through the space that service the mall or other tenants in place (including electrical, data and water line.) *ADD NOTE: Protect in place ducting running through the space that service the mall or other tenants in place. *Contractor to hire Landlord mandatory subs including roof, fire sprinkler, fire alarm, structural architect. *HVAC replaced 5/2025 Riderwood USA, Inc. Signed Fernando De Santiago Date 5/5/2025 SUBJECT:LEGO Santa Anita idX Seismic Anchorage Analysis SHEET NO:C2 - PROJECT NO: 51250098.000 BY:HAH DATE: 04/08/2025 6 Working Drawing Review These Drawings have been reviewed for general design intent only. All actual field condi�ons are required to be verified by the Tenants Architect and/ or Contractor. Tenants are responsible for complying with all government regula�ons. One (1) copy of this Landlord stamped set of drawings is required to be always kept on the job site. Conditional approval as noted* *ADD NOTE: Protect in place all existing fireproofing on steel columns and beams and patch repair any damage to maintain the fire rating. *ADD NOTE: Protect in place utilities running through the space that service the mall or other tenants in place (including electrical, data and water line.) *ADD NOTE: Protect in place ducting running through the space that service the mall or other tenants in place. *Contractor to hire Landlord mandatory subs including roof, fire sprinkler, fire alarm, structural architect. *HVAC replaced 5/2025 Riderwood USA, Inc. Signed Fernando De Santiago Date 5/5/2025 SUBJECT:LEGO Santa Anita idX Seismic Anchorage Analysis SHEET NO:C2 - PROJECT NO: 51250098.000 BY:HAH DATE: 04/08/2025 7 Working Drawing Review These Drawings have been reviewed for general design intent only. All actual field condi�ons are required to be verified by the Tenants Architect and/ or Contractor. Tenants are responsible for complying with all government regula�ons. One (1) copy of this Landlord stamped set of drawings is required to be always kept on the job site. Conditional approval as noted* *ADD NOTE: Protect in place all existing fireproofing on steel columns and beams and patch repair any damage to maintain the fire rating. *ADD NOTE: Protect in place utilities running through the space that service the mall or other tenants in place (including electrical, data and water line.) *ADD NOTE: Protect in place ducting running through the space that service the mall or other tenants in place. *Contractor to hire Landlord mandatory subs including roof, fire sprinkler, fire alarm, structural architect. *HVAC replaced 5/2025 Riderwood USA, Inc. Signed Fernando De Santiago Date 5/5/2025 SUBJECT:LEGO Santa Anita idX Seismic Anchorage Analysis SHEET NO:C2 - PROJECT NO: 51250098.000 BY:HAH DATE: 04/08/2025 8 Working Drawing Review These Drawings have been reviewed for general design intent only. All actual field condi�ons are required to be verified by the Tenants Architect and/ or Contractor. Tenants are responsible for complying with all government regula�ons. One (1) copy of this Landlord stamped set of drawings is required to be always kept on the job site. Conditional approval as noted* *ADD NOTE: Protect in place all existing fireproofing on steel columns and beams and patch repair any damage to maintain the fire rating. *ADD NOTE: Protect in place utilities running through the space that service the mall or other tenants in place (including electrical, data and water line.) *ADD NOTE: Protect in place ducting running through the space that service the mall or other tenants in place. *Contractor to hire Landlord mandatory subs including roof, fire sprinkler, fire alarm, structural architect. *HVAC replaced 5/2025 Riderwood USA, Inc. Signed Fernando De Santiago Date 5/5/2025 SUBJECT:LEGO Santa Anita idX Seismic Anchorage Analysis SHEET NO:C2 - PROJECT NO: 51250098.000 BY:HAH DATE: 04/08/2025 9 Working Drawing Review These Drawings have been reviewed for general design intent only. All actual field condi�ons are required to be verified by the Tenants Architect and/ or Contractor. Tenants are responsible for complying with all government regula�ons. One (1) copy of this Landlord stamped set of drawings is required to be always kept on the job site. Conditional approval as noted* *ADD NOTE: Protect in place all existing fireproofing on steel columns and beams and patch repair any damage to maintain the fire rating. *ADD NOTE: Protect in place utilities running through the space that service the mall or other tenants in place (including electrical, data and water line.) *ADD NOTE: Protect in place ducting running through the space that service the mall or other tenants in place. *Contractor to hire Landlord mandatory subs including roof, fire sprinkler, fire alarm, structural architect. *HVAC replaced 5/2025 Riderwood USA, Inc. Signed Fernando De Santiago Date 5/5/2025 SUBJECT:LEGO Santa Anita idX Seismic Anchorage Analysis SHEET NO:C2 - PROJECT NO: 51250098.000 BY:HAH DATE: 04/08/2025 10 Working Drawing Review These Drawings have been reviewed for general design intent only. All actual field condi�ons are required to be verified by the Tenants Architect and/ or Contractor. Tenants are responsible for complying with all government regula�ons. One (1) copy of this Landlord stamped set of drawings is required to be always kept on the job site. Conditional approval as noted* *ADD NOTE: Protect in place all existing fireproofing on steel columns and beams and patch repair any damage to maintain the fire rating. *ADD NOTE: Protect in place utilities running through the space that service the mall or other tenants in place (including electrical, data and water line.) *ADD NOTE: Protect in place ducting running through the space that service the mall or other tenants in place. *Contractor to hire Landlord mandatory subs including roof, fire sprinkler, fire alarm, structural architect. *HVAC replaced 5/2025 Riderwood USA, Inc. Signed Fernando De Santiago Date 5/5/2025 Larson Engineering, Inc. 1850 Craigshire Road, Suite 300 St. Louis, MO 63146-4013 314.731.4710 www.larsonengr.com April 18, 2025 Ms. Misty Schutzius idX Corporation 2801 E. Beltline Ave. NE Grand Rapids, MI 49525 Re: Santa Anita LEGO Store Seismic Anchorage Calculations LEGO – Santa Anita LEI Project No: 51250098.002 Dear Ms. Schutzius: Larson Engineering performed analysis of the anchorage to structure of the fixtures listed below to be located at the LEGO store in Santa Anita, CA. The anchors to structure are structurally adequate to resist the seismic forces based on fixture weights provided by idX with (16) fasteners per vertical support bracket as shown on sheet C1-3 of the attached calculations. • VE PAB Wall Fixture See attached calculations for the anchorage requirements at each fixture. Anchors to wall structure shall be ¼” diameter steel screws (Grade 2 minimum steel). The screws must either engage minimum 33mil metal studs (20-gauge CFS) or have minimum 1-1/2” penetration into wood blocking. Working Drawing Review These Drawings have been reviewed for general design intent only. All actual field condi�ons are required to be verified by the Tenants Architect and/ or Contractor. Tenants are responsible for complying with all government regula�ons. One (1) copy of this Landlord stamped set of drawings is required to be always kept on the job site. Conditional approval as noted* *ADD NOTE: Protect in place all existing fireproofing on steel columns and beams and patch repair any damage to maintain the fire rating. *ADD NOTE: Protect in place utilities running through the space that service the mall or other tenants in place (including electrical, data and water line.) *ADD NOTE: Protect in place ducting running through the space that service the mall or other tenants in place. *Contractor to hire Landlord mandatory subs including roof, fire sprinkler, fire alarm, structural architect. *HVAC replaced 5/2025 Riderwood USA, Inc. Signed Fernando De Santiago Date 5/5/2025 Ms. Misty Schutzius Santa Anita LEGO Store Seismic Anchorage Calculations April 18, 2025 2 of 2 51250098.002 Larson Engineering is pleased to be consulted for this structural analysis. Please let us know if there are any questions regarding these calculations. Sincerely, Larson Engineering, Inc. Dawson Allen, E.I.T. Kevin T. Schultz, P.E., S.E. Design Engineer Project Manager Attachments: C1-1 to C1-7, VE PAB Wall Fixture Anchorage Calculations 04/18/2025 Digitally signed by: Kevin Thomas Schultz I am approving this document kschultz@larsonengr.com 2025.04.18 13:09:13-05'00' Working Drawing Review These Drawings have been reviewed for general design intent only. All actual field condi�ons are required to be verified by the Tenants Architect and/ or Contractor. Tenants are responsible for complying with all government regula�ons. One (1) copy of this Landlord stamped set of drawings is required to be always kept on the job site. Conditional approval as noted* *ADD NOTE: Protect in place all existing fireproofing on steel columns and beams and patch repair any damage to maintain the fire rating. *ADD NOTE: Protect in place utilities running through the space that service the mall or other tenants in place (including electrical, data and water line.) *ADD NOTE: Protect in place ducting running through the space that service the mall or other tenants in place. *Contractor to hire Landlord mandatory subs including roof, fire sprinkler, fire alarm, structural architect. *HVAC replaced 5/2025 Riderwood USA, Inc. Signed Fernando De Santiago Date 5/5/2025 SUBJECT:LEGO Santa Anita idX Seismic Anchorage Analysis SHEET NO:C1 - PROJECT NO: 51250098.002 BY:DA DATE: 4/18/25 1 DESIGN SEISMIC LOADS -VE PAB WALL FIXTURE Per CA Building Code 2022 (IBC 2021), Section 1613 use ASCE 7-16, section 13.3 Architectural Components Cantilever Elements, Appendages and ornamentations Project Address: Santa Anita, CA Site Class:D - Default Component Amplification Factor ≔ap 2.5 Table 13.5-1, pg. 126 Spectral Acceleration Short Period ≔SDS 1.633 Equation 11.4-3, pg 84 Conservatively assume component is located at top of structure. ≔h z Component Operating Weight -Assuming 200 lb product on 1000 lb shelving unit ≔Wp 1200 lbf Component Response Modification Factor ≔Rp 2.5 Table 13.5-1, pg. 126 Component Overstrength Factor ≔Ωo 2.0 Table 13.5-1, pg. 126 Component Importance Factor ≔Ip 1.0 Section 13.1.3, pg.121 Calculate Seismic Coefficient, Fp ≔Fp.1 ⋅――――⋅⋅0.4 ap SDS ⎛⎜ ⎜⎝ ―Rp Ip ⎞⎟ ⎟⎠ ⎛⎜⎝+1 ⋅2 ―z h ⎞⎟⎠=Fp.1 1.96 Equation 13.3-1, pg. 123 Maximum Required Seismic Design Coefficient, Fp ≔Fp.2 ⋅⋅1.6 SDS Ip =Fp.2 2.61 Equation 13.3-2, pg. 123 Minimum Required Seismic Design Coefficient, Fp ≔Fp.3 ⋅⋅0.3 SDS Ip =Fp.3 0.49 Equation 13.3-3, pg. 123 Design Seismic Coefficient ≔Fp if⎛⎝,,>Fp.1 Fp.2 Fp.2 if⎛⎝,,<Fp.1 Fp.3 Fp.3 Fp.1⎞⎠⎞⎠=Fp 1.96 Design Seismic Force ≔PEQ =⋅Fp Wp 2352 lbf Working Drawing Review These Drawings have been reviewed for general design intent only. All actual field condi�ons are required to be verified by the Tenants Architect and/ or Contractor. Tenants are responsible for complying with all government regula�ons. One (1) copy of this Landlord stamped set of drawings is required to be always kept on the job site. Conditional approval as noted* *ADD NOTE: Protect in place all existing fireproofing on steel columns and beams and patch repair any damage to maintain the fire rating. *ADD NOTE: Protect in place utilities running through the space that service the mall or other tenants in place (including electrical, data and water line.) *ADD NOTE: Protect in place ducting running through the space that service the mall or other tenants in place. *Contractor to hire Landlord mandatory subs including roof, fire sprinkler, fire alarm, structural architect. *HVAC replaced 5/2025 Riderwood USA, Inc. Signed Fernando De Santiago Date 5/5/2025 SUBJECT:LEGO Santa Anita idX Seismic Anchorage Analysis SHEET NO:C1 - PROJECT NO: 51250098.002 BY:DA DATE: 4/18/25 2 Working Drawing Review These Drawings have been reviewed for general design intent only. All actual field condi�ons are required to be verified by the Tenants Architect and/ or Contractor. Tenants are responsible for complying with all government regula�ons. One (1) copy of this Landlord stamped set of drawings is required to be always kept on the job site. Conditional approval as noted* *ADD NOTE: Protect in place all existing fireproofing on steel columns and beams and patch repair any damage to maintain the fire rating. *ADD NOTE: Protect in place utilities running through the space that service the mall or other tenants in place (including electrical, data and water line.) *ADD NOTE: Protect in place ducting running through the space that service the mall or other tenants in place. *Contractor to hire Landlord mandatory subs including roof, fire sprinkler, fire alarm, structural architect. *HVAC replaced 5/2025 Riderwood USA, Inc. Signed Fernando De Santiago Date 5/5/2025 SUBJECT:LEGO Santa Anita idX Seismic Anchorage Analysis SHEET NO:C1 - PROJECT NO: 51250098.002 BY:DA DATE: 4/18/25 3 VE PAB WALL FIXTURE ANCHORS TO STRUCTURE Section A : 5 / Page 6 SECTION A : 5 1 2 655[25.787] 14[0.551] SLOT TYP. 180[7.088] TYP. 311[12.244] 45[1.772] 1980[77.953] 172.5[6.791] 360.5[14.193] [3 91.6° 2882[113.465] 360[14.173] 595[23.425] 12.5[0.49 16[0.63]1 PEQ 1.5" depth of wood blocking (G=0.42 spruce pine fir or better), typical @ wood blocking attachment 1.5" (16) total fasteners per vertical support 1/4" Steel Fasteners (Grade 2 Min) 33mil (20 guage) stud or better @ CFMF attachment Working Drawing Review These Drawings have been reviewed for general design intent only. All actual field condi�ons are required to be verified by the Tenants Architect and/ or Contractor. Tenants are responsible for complying with all government regula�ons. One (1) copy of this Landlord stamped set of drawings is required to be always kept on the job site. Conditional approval as noted* *ADD NOTE: Protect in place all existing fireproofing on steel columns and beams and patch repair any damage to maintain the fire rating. *ADD NOTE: Protect in place utilities running through the space that service the mall or other tenants in place (including electrical, data and water line.) *ADD NOTE: Protect in place ducting running through the space that service the mall or other tenants in place. *Contractor to hire Landlord mandatory subs including roof, fire sprinkler, fire alarm, structural architect. *HVAC replaced 5/2025 Riderwood USA, Inc. Signed Fernando De Santiago Date 5/5/2025 SUBJECT:LEGO Santa Anita idX Seismic Anchorage Analysis SHEET NO:C1 - PROJECT NO: 51250098.002 BY:DA DATE: 4/18/25 4 VE PAB WALL FIXTURE ANCHORS TO STRUCTURE Substrate at wall: metal stud wall with wood blocking (with optional 5/8" gypsum) 1.5" depth of wood blocking (G=0.42 spruce pine fir or better), typical @ wood blocking attachment 33mil (20 guage) stud or better @ CFMF attachment (16) total fasteners per vertical support 1/4" Steel Fasteners (Grade 2 Min) Working Drawing Review These Drawings have been reviewed for general design intent only. All actual field condi�ons are required to be verified by the Tenants Architect and/ or Contractor. Tenants are responsible for complying with all government regula�ons. One (1) copy of this Landlord stamped set of drawings is required to be always kept on the job site. Conditional approval as noted* *ADD NOTE: Protect in place all existing fireproofing on steel columns and beams and patch repair any damage to maintain the fire rating. *ADD NOTE: Protect in place utilities running through the space that service the mall or other tenants in place (including electrical, data and water line.) *ADD NOTE: Protect in place ducting running through the space that service the mall or other tenants in place. *Contractor to hire Landlord mandatory subs including roof, fire sprinkler, fire alarm, structural architect. *HVAC replaced 5/2025 Riderwood USA, Inc. Signed Fernando De Santiago Date 5/5/2025 SUBJECT:LEGO Santa Anita idX Seismic Anchorage Analysis SHEET NO:C1 - PROJECT NO: 51250098.002 BY:DA DATE: 4/18/25 5 (16) 1/4" Steel Fastener (Gr. 2 Min.) at Each Bracket Fasteners must engage Min. 20ga Steel Stud or Wood Blocking with Min. 1.5" Penetration Check Attachment of Shelving Framing Loads on Fastener (ASD): Dead Load transferred to floor slab through bearing on levelers at base of shelving. Attachment to wall to take seismic load only. Shear:≔Vf =―――⋅0.7 PEQ 16 fstrs 102.9 lbf Tension:≔Tf =―――――――⋅⋅0.7 PEQ ⎛⎝25.787 in⎞⎠ ⋅8 fstrs ⎛⎝48.425 in⎞⎠109.6 lbf Assumed center of gravity location is conservative Moment:≔Mf =―――――⋅Vf ⎛⎝0.625 in⎞⎠ 8 fstrs 8 ⋅lbf in 5/8" Thick Gypsum Sheathing Check Strength of Fastener: ≔Vallow_f 383 lbf 1/4" Fastener, Gr. 2 Steel Min. ≔Tallow_f 663 lbf ≔df 0.213 in (pitch diameter)≔Fyf 55 ksi ≔Zf =――df3 6 0.0016 in3 ≔Sf =―――⋅π df3 32 0.0009 in3 ≔Mallow_f =―――――――⋅Fyf min ⎛⎝,Zf ⋅1.6 Sf⎞⎠ 1.67 50 ⋅lbf in =+ ⎛⎜⎜⎝ ―――Vf Vallow_f ⎞⎟⎟⎠ 2 ⎛⎜⎜⎝+―――Tf Tallow_f ―――Mf Mallow_f ⎞⎟⎟⎠ 2 0.18 < 1.0, OK Check Fastener into Metal Stud -Bearing/Pullout: ≔Vallow_ms 336 lbf 1/4" Fastener 33 mil (minimum) metal stud ≔Tallow_ms 389 lbf [Clark Dietrich] =+ ⎛⎜⎜⎝ ―――Vf Vallow_ms ⎞⎟⎟⎠ ⎛⎜⎜⎝ ―――Tf Tallow_ms ⎞⎟⎟⎠ 0.59 < 1.0, OK Check Fastener into Wood Blocking -Bearing/Pullout: SECTION A : 5 1 2 655[25.787] 14[0.551]SLOT TYP. 180[7.088] TYP. 311[12.244] 45[1.772] 1980[77.953] 172.5[6.791] 360.5[14.193] 91.6° 2882[113.465] 595[23.425] 16[0.63]1 PEQ 1.5" DETAIL 1 : 6 DETAIL 2 : 6 2[0.079] 310.5[12.225] 636[25.039] 100[3.937] 300[11.811] METAL BOX FOR TRANSFORMER 360[14.173] Plan ViewVE PAB Wall Fixture Section ViewVE PAB Wall Fixture Working Drawing Review These Drawings have been reviewed for general design intent only. All actual field condi�ons are required to be verified by the Tenants Architect and/ or Contractor. Tenants are responsible for complying with all government regula�ons. One (1) copy of this Landlord stamped set of drawings is required to be always kept on the job site. Conditional approval as noted* *ADD NOTE: Protect in place all existing fireproofing on steel columns and beams and patch repair any damage to maintain the fire rating. *ADD NOTE: Protect in place utilities running through the space that service the mall or other tenants in place (including electrical, data and water line.) *ADD NOTE: Protect in place ducting running through the space that service the mall or other tenants in place. *Contractor to hire Landlord mandatory subs including roof, fire sprinkler, fire alarm, structural architect. *HVAC replaced 5/2025 Riderwood USA, Inc. Signed Fernando De Santiago Date 5/5/2025 SUBJECT:LEGO Santa Anita idX Seismic Anchorage Analysis SHEET NO:C1 - PROJECT NO: 51250098.002 BY:DA DATE: 4/18/25 6 Check Fastener into Wood Blocking -Bearing/Pullout: NDS 2018 Diameter:≔D ⋅0.25 in Penetration:≔p ⋅1.5 in Specific Gravity:≔G 0.42 Note: Assume Spruce Pine Fir or better Lag Screw Withdrawal Value:≔W ⋅173 ―lbf in Table 12.2A For G=0.42 Lag Screw Shear Value ≔Z =⋅⋅100 lbf ――p ⋅8 D 75 lbf Table 12K Load Duration Factor:≔CD 1.6 Table 2.3.2, Ten Minute Load (Wind/Seismic) Wet Service Factor:≔CM 1.0 Table 11.3.3, < 19% In Service M.C. Temperature Factor:≔Ct 1.0 Table 11.3.4, < 100° F End Grain Factor:≔Ceg 1.0 Section 12.5.2, Install in Side of Blocking Toe Nail Factor:≔Ctn 1.0 Section 12.5.4, Install in Side of Blocking Group Action Factor:≔Cg 0.97 Section 11.3.6, Two Fasteners Geometry Factor:≔CΔ 1.0 Table 12.5.1A, Assume At Least 4D Edge Distance Diaphragm Factor:≔Cdi 1.0 Section 12.5.3, Not diaphragm Allowable Design Value:≔W'=⋅⋅⋅⋅⋅CD CM Ct Ceg Ctn W 276.8 ―lbf in Table 11.3.1 Allowable Shear Load: ≔Vall =⋅⋅⋅⋅⋅⋅⋅⋅CD CM Ct Cg CΔ Ceg Cdi Ctn Z 116.4 lbf Table 11.3.1 Allowable Tension Load:≔Tall =⋅W'p 415.2 lbf Tension Utilization:=――Tf Tall 0.26 < 1.0, OK Shear Utilization:=――Vf Vall 0.88 < 1.0, OK Combined:≔α =atan ⎛⎜⎜⎝ ―Vf Tf ⎞⎟⎟⎠ 43.2 deg ≔Zα =――――――――――⋅Tall Vall +⋅Tall ⎛⎝cos ⎛⎝α⎞⎠⎞⎠2 ⋅Vall ⎛⎝sin⎛⎝α⎞⎠⎞⎠2 176 lbf Eq. 12.4-1 =―――― ‾‾‾‾‾‾‾+Tf2 Vf2 Zα 0.86 < 1.0, OK (16) 1/4" Steel Fasteners (Gr. 2 Min.) at Each Bracket are OK Fasteners must engage Min. 20ga Steel Stud or Wood Blocking with Min. 1.5" Penetration Larson Engineering is responsible for anchors to structure only. Larson Engineering has not reviewed the structuralcapacity of the shelving unit, connection brackets, or the building structure which the shelving is being attached to. Working Drawing Review These Drawings have been reviewed for general design intent only. All actual field condi�ons are required to be verified by the Tenants Architect and/ or Contractor. Tenants are responsible for complying with all government regula�ons. One (1) copy of this Landlord stamped set of drawings is required to be always kept on the job site. Conditional approval as noted* *ADD NOTE: Protect in place all existing fireproofing on steel columns and beams and patch repair any damage to maintain the fire rating. *ADD NOTE: Protect in place utilities running through the space that service the mall or other tenants in place (including electrical, data and water line.) *ADD NOTE: Protect in place ducting running through the space that service the mall or other tenants in place. *Contractor to hire Landlord mandatory subs including roof, fire sprinkler, fire alarm, structural architect. *HVAC replaced 5/2025 Riderwood USA, Inc. Signed Fernando De Santiago Date 5/5/2025 SUBJECT:LEGO Santa Anita idX Seismic Anchorage Analysis SHEET NO:C1 - PROJECT NO: 51250098.002 BY:DA DATE: 4/18/25 7 Larson Engineering is responsible for anchors to structure only. Larson Engineering has not reviewed the structural capacity of the shelving unit, connection brackets, or the building structure which the shelving is being attached to. AAMA Table 20.2: Clark Dietrich Fastening Options: Working Drawing Review These Drawings have been reviewed for general design intent only. All actual field condi�ons are required to be verified by the Tenants Architect and/ or Contractor. Tenants are responsible for complying with all government regula�ons. One (1) copy of this Landlord stamped set of drawings is required to be always kept on the job site. Conditional approval as noted* *ADD NOTE: Protect in place all existing fireproofing on steel columns and beams and patch repair any damage to maintain the fire rating. *ADD NOTE: Protect in place utilities running through the space that service the mall or other tenants in place (including electrical, data and water line.) *ADD NOTE: Protect in place ducting running through the space that service the mall or other tenants in place. *Contractor to hire Landlord mandatory subs including roof, fire sprinkler, fire alarm, structural architect. *HVAC replaced 5/2025 Riderwood USA, Inc. Signed Fernando De Santiago Date 5/5/2025 LEGO Santa Anita – New Header and MEP Unit Calculations 400 S Baldwin Ave Unit D9 Arcadia, CA 91007 Prepared By: The Eipel Engineering Group, D.P.C. Consulting Structural Engineers 307 Seventh Ave, Suite 1805 New York, NY 10001 P: 212.695.5120 F: 212.695.5158 Date: 03/26/2025 03/26/2025 Working Drawing Review These Drawings have been reviewed for general design intent only. All actual field condi�ons are required to be verified by the Tenants Architect and/ or Contractor. Tenants are responsible for complying with all government regula�ons. One (1) copy of this Landlord stamped set of drawings is required to be always kept on the job site. Conditional approval as noted* *ADD NOTE: Protect in place all existing fireproofing on steel columns and beams and patch repair any damage to maintain the fire rating. *ADD NOTE: Protect in place utilities running through the space that service the mall or other tenants in place (including electrical, data and water line.) *ADD NOTE: Protect in place ducting running through the space that service the mall or other tenants in place. *Contractor to hire Landlord mandatory subs including roof, fire sprinkler, fire alarm, structural architect. *HVAC replaced 5/2025 Riderwood USA, Inc. Signed Fernando De Santiago Date 5/5/2025 The Eipel Engineering Group, D.P.C. 307 Seventh Avenue, Suite 1805 New York, NY 10001 Project LEGO Santa Anita Job no. 0609-005-25 Calcs for StoreFront Header and New Mechanical Units Start page no./Revision 1 Calcs by AC/JH Calcs date 2/18/2025 Checked by LR Checked date 3/26/2025 Approved by Approved date CODE REFERENCES · 2022 California Building Code, Volume 1 & 2 · ASCE 7-16 · American Institute of Steel Construction Specification for Structural Steel Buidlings, AISC 360-16 · American Iron and Steel Institute Specification for the Design of Cold-Formed Steel Strucutral Members, AISI S100-16 · National Design Specification (NDS) for Wood Construction Ed.18 SEISMIC CRITERIA Design Data Risk category III (Table 1604.5, California BC) Mapped spectral response acceleration parameter Ss = 2.021 (ASCE Hazard Tool) S1 = 0.723 (ASCE Hazard Tool) Site class D (§1613.2.2, California BC) Site coefficient Fa = 1 (Table 1613.2.3(1), California BC) Fv = 1.7(Table 1613.2.3(2), California BC) Max spectral response acceleration parameter SMS = FaSs = 2.021 (Eq. 16-20, California BC) SM1 = FvS1 = 1.229 (Eq. 16-21, California BC) Design spectral response acceleration parameter SDS = 2/3SMS = 1.347 (Eq. 16-22, California BC) SD1 = 2/3SM1 = 0.819 (Eq. 16-23, California BC) Seismic design category D (§1613.2.5, California BC) ASSUMPTIONS Precast Hollow Concrete slab thickness t = 8 in Precast Hollow Concrete Concrete strength f’c = 4,000 psi Precast Hollow Concrete Concrete Condition Cracked REFERENCE DRAWINGS · Nelson Architecture, Inc. Drawings: o A-301: STOREFRONT ENLARGE PLAN & ELEVATIONS o A-310: STOREFRONT SECTIONS & DETAILS o A-601: DOOR DETAILS & SCHEDULES o M-201: MECHANICAL FLOOR PLAN o M-501: MECHANICAL SCHEDULES & DETAILS Working Drawing Review These Drawings have been reviewed for general design intent only. All actual field condi�ons are required to be verified by the Tenants Architect and/ or Contractor. Tenants are responsible for complying with all government regula�ons. One (1) copy of this Landlord stamped set of drawings is required to be always kept on the job site. Conditional approval as noted* *ADD NOTE: Protect in place all existing fireproofing on steel columns and beams and patch repair any damage to maintain the fire rating. *ADD NOTE: Protect in place utilities running through the space that service the mall or other tenants in place (including electrical, data and water line.) *ADD NOTE: Protect in place ducting running through the space that service the mall or other tenants in place. *Contractor to hire Landlord mandatory subs including roof, fire sprinkler, fire alarm, structural architect. *HVAC replaced 5/2025 Riderwood USA, Inc. Signed Fernando De Santiago Date 5/5/2025 The Eipel Engineering Group, D.P.C. 307 Seventh Avenue, Suite 1805 New York, NY 10001 Project LEGO Santa Anita Job no. 0609-005-25 Calcs for StoreFront Header and New Mechanical Units Start page no./Revision 2 Calcs by AC/JH Calcs date 2/18/2025 Checked by LR Checked date 3/26/2025 Approved by Approved date LOAD COMBINATIONS Per §2.4.5 of ASCE 7, “where the seismic load effect with overstrength, Em = f(Ev, Emh) is combined with the effects of other loads, the following seismic load combinations shall be used. · LC 1: D · LC 2: D + L · LC 3: D + L · LC 4: D+Lr · LC 5: D + 0.6W · LC 6: D + 0.75L + 0.75(0.6W) · LC 8: D + 0.7 Ev + 0.7 Emh · LC 9: D+0.525 Ev + 0.525 Emh + 0.75L · LC 10: 0.6D-0.7 Ev + 0.7 Emh BASIC LOAD CASES Dead Load (DL): Self-Weight Varies based on member. Superimposed Dead Load 10 psf Wind Load: Internal Wind Pressure 5 psf SEISMIC DEMANDS ON NONSTRUCTURAL COMPONENTS – CHAPTER 13.3 (ASCE 7-16) Seismic Design Parameters Spectral acceleration SDS = 1.347 Component amplification factor ap =1 (Table 13.6-1, ASCE 7) Component important factor Ip = 1 (§13.1.3, ASCE 7) Component operating weight Wp = D = 2250 lbs Component response modification factor Rp = 2.5 (Table 13.6-1, ASCE 7) Overstrength factor W0 = 2 (Table 13.5-1, ASCE 7) Height in structure of point of attachment z = 11 ft Average roof height of Structure h = 34 ft Horizontal force Fp = ( 0.4apSDSWp / ( Rp / Ip )) ( 1 + 2z / h ) = 800 lbs Not required to be taken as greater than Fp = 1.6SDSIpWp =4849lbs Shall not be taken as less than Fp = 0.3SDSIpWp = 909.23 lbs Vertical Force Ev = 0.2 SDSD = 606.15 lbs INTERNAL WIND PRESSURE ON INTERIOR WALLS AND PARTITIONS – 1607.16 (2022 California Building Code) Horizontal Wind Pressure Wp = 5 psf Tribuary Area ATrib = 5 ft x 15 ft = 75 ft2 Horizontal Wind Load WL = 375 lbs < Fp = 909.23 lbs. Sesimic Horizontal Force governs. Working Drawing Review These Drawings have been reviewed for general design intent only. All actual field condi�ons are required to be verified by the Tenants Architect and/ or Contractor. Tenants are responsible for complying with all government regula�ons. One (1) copy of this Landlord stamped set of drawings is required to be always kept on the job site. Conditional approval as noted* *ADD NOTE: Protect in place all existing fireproofing on steel columns and beams and patch repair any damage to maintain the fire rating. *ADD NOTE: Protect in place utilities running through the space that service the mall or other tenants in place (including electrical, data and water line.) *ADD NOTE: Protect in place ducting running through the space that service the mall or other tenants in place. *Contractor to hire Landlord mandatory subs including roof, fire sprinkler, fire alarm, structural architect. *HVAC replaced 5/2025 Riderwood USA, Inc. Signed Fernando De Santiago Date 5/5/2025 The Eipel Engineering Group, D.P.C. 307 Seventh Avenue, Suite 1805 New York, NY 10001 Project LEGO Santa Anita Job no. 0609-005-25 Calcs for StoreFront Header and New Mechanical Units Start page no./Revision 3 Calcs by AC/JH Calcs date 2/18/2025 Checked by LR Checked date 3/26/2025 Approved by Approved date BUILT-UP HEADER ANALYSIS Check Built-Up (2) 6SW16 + (2)358T16 Cold Formed Header in Bi-axial Bending Length = 15’-0” Weight of gypsum boards and self-weight of Header = 10 psf Seismic Horizontal Force due to Glass Panel and Door = 909.23 lbs / (10ft * 15 ft) = 6.06 psf Seismic Vertical Force due to Glass Panel and Door = 606.15 lbs / 15ft= 40.41 lb/ft Average Height = 10’-0” ANALYSIS Working Drawing Review These Drawings have been reviewed for general design intent only. All actual field condi�ons are required to be verified by the Tenants Architect and/ or Contractor. Tenants are responsible for complying with all government regula�ons. One (1) copy of this Landlord stamped set of drawings is required to be always kept on the job site. Conditional approval as noted* *ADD NOTE: Protect in place all existing fireproofing on steel columns and beams and patch repair any damage to maintain the fire rating. *ADD NOTE: Protect in place utilities running through the space that service the mall or other tenants in place (including electrical, data and water line.) *ADD NOTE: Protect in place ducting running through the space that service the mall or other tenants in place. *Contractor to hire Landlord mandatory subs including roof, fire sprinkler, fire alarm, structural architect. *HVAC replaced 5/2025 Riderwood USA, Inc. Signed Fernando De Santiago Date 5/5/2025 The Eipel Engineering Group, D.P.C. 307 Seventh Avenue, Suite 1805 New York, NY 10001 Project LEGO Santa Anita Job no. 0609-005-25 Calcs for StoreFront Header and New Mechanical Units Start page no./Revision 4 Calcs by AC/JH Calcs date 2/18/2025 Checked by LR Checked date 3/26/2025 Approved by Approved date Working Drawing Review These Drawings have been reviewed for general design intent only. All actual field condi�ons are required to be verified by the Tenants Architect and/ or Contractor. Tenants are responsible for complying with all government regula�ons. One (1) copy of this Landlord stamped set of drawings is required to be always kept on the job site. Conditional approval as noted* *ADD NOTE: Protect in place all existing fireproofing on steel columns and beams and patch repair any damage to maintain the fire rating. *ADD NOTE: Protect in place utilities running through the space that service the mall or other tenants in place (including electrical, data and water line.) *ADD NOTE: Protect in place ducting running through the space that service the mall or other tenants in place. *Contractor to hire Landlord mandatory subs including roof, fire sprinkler, fire alarm, structural architect. *HVAC replaced 5/2025 Riderwood USA, Inc. Signed Fernando De Santiago Date 5/5/2025 The Eipel Engineering Group, D.P.C. 307 Seventh Avenue, Suite 1805 New York, NY 10001 Project LEGO Santa Anita Job no. 0609-005-25 Calcs for StoreFront Header and New Mechanical Units Start page no./Revision 5 Calcs by AC/JH Calcs date 2/18/2025 Checked by LR Checked date 3/26/2025 Approved by Approved date Allowable Moment Capacity about X-X axis = SxFy/1.67 = 108.11 k*in  9 k*ft. OK 12% Capacity Allowable Moment Capacity about Y-Y axis = SyFy/1.67 = 64.07 k*in  5.34 k*ft. OK 11% Capacity Interaction Equation (AISI SECTION C5 ) = (1.077 k*ft / 9 k*ft) + (0.597 k*ft / 5.34 k*ft) < 1 Interaction Equation (AISI SECTION C5 ) =0.23 < 1 .OK Working Drawing Review These Drawings have been reviewed for general design intent only. All actual field condi�ons are required to be verified by the Tenants Architect and/ or Contractor. Tenants are responsible for complying with all government regula�ons. One (1) copy of this Landlord stamped set of drawings is required to be always kept on the job site. Conditional approval as noted* *ADD NOTE: Protect in place all existing fireproofing on steel columns and beams and patch repair any damage to maintain the fire rating. *ADD NOTE: Protect in place utilities running through the space that service the mall or other tenants in place (including electrical, data and water line.) *ADD NOTE: Protect in place ducting running through the space that service the mall or other tenants in place. *Contractor to hire Landlord mandatory subs including roof, fire sprinkler, fire alarm, structural architect. *HVAC replaced 5/2025 Riderwood USA, Inc. Signed Fernando De Santiago Date 5/5/2025 The Eipel Engineering Group, D.P.C. 307 Seventh Avenue, Suite 1805 New York, NY 10001 Project LEGO Santa Anita Job no. 0609-005-25 Calcs for StoreFront Header and New Mechanical Units Start page no./Revision 6 Calcs by AC/JH Calcs date 2/18/2025 Checked by LR Checked date 3/26/2025 Approved by Approved date Checking Required Spacing of Screws for Built up Header: Vx =287 lbs Vy =159 lbs (2) 6SW16 + (2)358T16 (4) - #10 Tek Screws @ 12” O.C. About Strong Axis ( X-X Axis): Working Drawing Review These Drawings have been reviewed for general design intent only. All actual field condi�ons are required to be verified by the Tenants Architect and/ or Contractor. Tenants are responsible for complying with all government regula�ons. One (1) copy of this Landlord stamped set of drawings is required to be always kept on the job site. Conditional approval as noted* *ADD NOTE: Protect in place all existing fireproofing on steel columns and beams and patch repair any damage to maintain the fire rating. *ADD NOTE: Protect in place utilities running through the space that service the mall or other tenants in place (including electrical, data and water line.) *ADD NOTE: Protect in place ducting running through the space that service the mall or other tenants in place. *Contractor to hire Landlord mandatory subs including roof, fire sprinkler, fire alarm, structural architect. *HVAC replaced 5/2025 Riderwood USA, Inc. Signed Fernando De Santiago Date 5/5/2025 The Eipel Engineering Group, D.P.C. 307 Seventh Avenue, Suite 1805 New York, NY 10001 Project LEGO Santa Anita Job no. 0609-005-25 Calcs for StoreFront Header and New Mechanical Units Start page no./Revision 7 Calcs by AC/JH Calcs date 2/18/2025 Checked by LR Checked date 3/26/2025 Approved by Approved date Qx = A*y Qx = (0.346in2) * (3in – 0.268in) = 0.945 in3 Shear Flow (q) = VxQx / Ix = (287 lbs)( 0.945 in3) / (11.049 in4) =24.55 lbs /in Shear Flow in (2) #10 Tek Screws: Ω = 4 (Factor of Safety) Rn/ Ω = 385 lbs per srew Rn/ Ω = 770 lbs (for two screws) Maximum required Spacing = (770lbs) / (24.55 lbs /in) = 31 in. Thus, we are OK at 12 in spacing. About Weak Axis ( Y-Y Axis): Working Drawing Review These Drawings have been reviewed for general design intent only. All actual field condi�ons are required to be verified by the Tenants Architect and/ or Contractor. Tenants are responsible for complying with all government regula�ons. One (1) copy of this Landlord stamped set of drawings is required to be always kept on the job site. Conditional approval as noted* *ADD NOTE: Protect in place all existing fireproofing on steel columns and beams and patch repair any damage to maintain the fire rating. *ADD NOTE: Protect in place utilities running through the space that service the mall or other tenants in place (including electrical, data and water line.) *ADD NOTE: Protect in place ducting running through the space that service the mall or other tenants in place. *Contractor to hire Landlord mandatory subs including roof, fire sprinkler, fire alarm, structural architect. *HVAC replaced 5/2025 Riderwood USA, Inc. Signed Fernando De Santiago Date 5/5/2025 The Eipel Engineering Group, D.P.C. 307 Seventh Avenue, Suite 1805 New York, NY 10001 Project LEGO Santa Anita Job no. 0609-005-25 Calcs for StoreFront Header and New Mechanical Units Start page no./Revision 8 Calcs by AC/JH Calcs date 2/18/2025 Checked by LR Checked date 3/26/2025 Approved by Approved date Qy = A*x Qy = (0.556in2) * (1.81in – 0.341in) = 0.817 in3 Shear Flow (q) = VyQy / Iy = (159 lbs)( 0.817 in3) / (3.873 in4) =33.54 lbs /in Shear Flow in (2) #10 Tek Screws: Ω = 4 (Factor of Safety) Rn/ Ω = 385 lbs per srew Rn/ Ω = 770 lbs (for two screws) Maximum required Spacing = (770lbs) / (33.54 lbs /in) = 23 in. Thus, we are OK at 12 in spacing. Working Drawing Review These Drawings have been reviewed for general design intent only. All actual field condi�ons are required to be verified by the Tenants Architect and/ or Contractor. Tenants are responsible for complying with all government regula�ons. One (1) copy of this Landlord stamped set of drawings is required to be always kept on the job site. Conditional approval as noted* *ADD NOTE: Protect in place all existing fireproofing on steel columns and beams and patch repair any damage to maintain the fire rating. *ADD NOTE: Protect in place utilities running through the space that service the mall or other tenants in place (including electrical, data and water line.) *ADD NOTE: Protect in place ducting running through the space that service the mall or other tenants in place. *Contractor to hire Landlord mandatory subs including roof, fire sprinkler, fire alarm, structural architect. *HVAC replaced 5/2025 Riderwood USA, Inc. Signed Fernando De Santiago Date 5/5/2025 The Eipel Engineering Group, D.P.C. 307 Seventh Avenue, Suite 1805 New York, NY 10001 Project LEGO Santa Anita Job no. 0609-005-25 Calcs for StoreFront Header and New Mechanical Units Start page no./Revision 9 Calcs by AC/JH Calcs date 2/18/2025 Checked by LR Checked date 3/26/2025 Approved by Approved date BUILT-UP POST ANALYSIS Check Built-Up (2) 358SW16 + (2)358T16 Cold Formed Post in Bending Length = 15’-9” Reactions due to lateral loads: Reaction from Wind Load = 200 lbs Reaction from Horizontal Earthquake Load = 230 lbs Reviewer Note: Existing post to be confirmed and reuse. Otherwise, use Built-up Post as specified below. Working Drawing Review These Drawings have been reviewed for general design intent only. All actual field condi�ons are required to be verified by the Tenants Architect and/ or Contractor. Tenants are responsible for complying with all government regula�ons. One (1) copy of this Landlord stamped set of drawings is required to be always kept on the job site. Conditional approval as noted* *ADD NOTE: Protect in place all existing fireproofing on steel columns and beams and patch repair any damage to maintain the fire rating. *ADD NOTE: Protect in place utilities running through the space that service the mall or other tenants in place (including electrical, data and water line.) *ADD NOTE: Protect in place ducting running through the space that service the mall or other tenants in place. *Contractor to hire Landlord mandatory subs including roof, fire sprinkler, fire alarm, structural architect. *HVAC replaced 5/2025 Riderwood USA, Inc. Signed Fernando De Santiago Date 5/5/2025 The Eipel Engineering Group, D.P.C. 307 Seventh Avenue, Suite 1805 New York, NY 10001 Project LEGO Santa Anita Job no. 0609-005-25 Calcs for StoreFront Header and New Mechanical Units Start page no./Revision 10 Calcs by AC/JH Calcs date 2/18/2025 Checked by LR Checked date 3/26/2025 Approved by Approved date Allowable Moment Capacity about X-X axis = SxFy/1.67 = 53.413 k*in  4.45 k*ft. OK 13% Capacity Checking Required Spacing of Screws for Built up Header: Vx =102 lbs (2) 358SW16 + (2)358T16 (4) - #10 Tek Screws @ 12” O.C. Working Drawing Review These Drawings have been reviewed for general design intent only. All actual field condi�ons are required to be verified by the Tenants Architect and/ or Contractor. Tenants are responsible for complying with all government regula�ons. One (1) copy of this Landlord stamped set of drawings is required to be always kept on the job site. Conditional approval as noted* *ADD NOTE: Protect in place all existing fireproofing on steel columns and beams and patch repair any damage to maintain the fire rating. *ADD NOTE: Protect in place utilities running through the space that service the mall or other tenants in place (including electrical, data and water line.) *ADD NOTE: Protect in place ducting running through the space that service the mall or other tenants in place. *Contractor to hire Landlord mandatory subs including roof, fire sprinkler, fire alarm, structural architect. *HVAC replaced 5/2025 Riderwood USA, Inc. Signed Fernando De Santiago Date 5/5/2025 The Eipel Engineering Group, D.P.C. 307 Seventh Avenue, Suite 1805 New York, NY 10001 Project LEGO Santa Anita Job no. 0609-005-25 Calcs for StoreFront Header and New Mechanical Units Start page no./Revision 11 Calcs by AC/JH Calcs date 2/18/2025 Checked by LR Checked date 3/26/2025 Approved by Approved date Qx = A*y Qx = (0.346in2) * (1.87in – 0.268in) = 0.554 in3 Shear Flow (q) = VxQx / Ix = (102 lbs)( 0.554 in3) / (3.328 in4) =17 lbs /in Working Drawing Review These Drawings have been reviewed for general design intent only. All actual field condi�ons are required to be verified by the Tenants Architect and/ or Contractor. Tenants are responsible for complying with all government regula�ons. One (1) copy of this Landlord stamped set of drawings is required to be always kept on the job site. Conditional approval as noted* *ADD NOTE: Protect in place all existing fireproofing on steel columns and beams and patch repair any damage to maintain the fire rating. *ADD NOTE: Protect in place utilities running through the space that service the mall or other tenants in place (including electrical, data and water line.) *ADD NOTE: Protect in place ducting running through the space that service the mall or other tenants in place. *Contractor to hire Landlord mandatory subs including roof, fire sprinkler, fire alarm, structural architect. *HVAC replaced 5/2025 Riderwood USA, Inc. Signed Fernando De Santiago Date 5/5/2025 The Eipel Engineering Group, D.P.C. 307 Seventh Avenue, Suite 1805 New York, NY 10001 Project LEGO Santa Anita Job no. 0609-005-25 Calcs for StoreFront Header and New Mechanical Units Start page no./Revision 12 Calcs by AC/JH Calcs date 2/18/2025 Checked by LR Checked date 3/26/2025 Approved by Approved date Shear Flow in (2) #10 Tek Screws: Ω = 4 (Factor of Safety) Rn/ Ω = 385 lbs per srew Rn/ Ω = 770 lbs (for two screws) Maximum required Spacing = (770lbs) / (17 lbs /in) = 45 in. Thus, we are OK at 12 in spacing. Check Built-Up Cold Formed Header to Built-up Cold Formed Post Connection: Applied Shear Load due to lateral loads = 227 lbs (4)- # 10 Tek Screws to seat angle Single Shear Applied Shear = 227 lbs/2 = 113.5 lbs Ω = 4 Rn/Ω = 385 lbs per screw Rn/Ω = 1,540 lbs (total) 1,540 lbs > 113.5 lbs applied. OK Working Drawing Review These Drawings have been reviewed for general design intent only. All actual field condi�ons are required to be verified by the Tenants Architect and/ or Contractor. Tenants are responsible for complying with all government regula�ons. One (1) copy of this Landlord stamped set of drawings is required to be always kept on the job site. Conditional approval as noted* *ADD NOTE: Protect in place all existing fireproofing on steel columns and beams and patch repair any damage to maintain the fire rating. *ADD NOTE: Protect in place utilities running through the space that service the mall or other tenants in place (including electrical, data and water line.) *ADD NOTE: Protect in place ducting running through the space that service the mall or other tenants in place. *Contractor to hire Landlord mandatory subs including roof, fire sprinkler, fire alarm, structural architect. *HVAC replaced 5/2025 Riderwood USA, Inc. Signed Fernando De Santiago Date 5/5/2025 The Eipel Engineering Group, D.P.C. 307 Seventh Avenue, Suite 1805 New York, NY 10001 Project LEGO Santa Anita Job no. 0609-005-25 Calcs for StoreFront Header and New Mechanical Units Start page no./Revision 13 Calcs by AC/JH Calcs date 2/18/2025 Checked by LR Checked date 3/26/2025 Approved by Approved date Applied Tension (Pull-out) due to Gravity Loads = 303 lbs (4)- # 10 Tek Screws to seat angle Ω = 4 Rn/Ω = 177 lbs per screw Rn/Ω = 708 lbs (total) 708 lbs > 303 lbs applied. OK Interaction Equation Combine Tension and Shear = (303 lbs / 708 lbs) + (113.5 lbs / 1540 lbs) Interaction Equation Combine Tension and Shear = 0.51 < 1. OK Check Built-Up Cold Formed Header to Built-up Cold Formed Post Connection: Applied Shear due to Gravity Loads = 303 lbs Applied Shear due to Lateral Loads = 227 lbs (4)- # 10 Tek Screws to each seat angle Single Shear Working Drawing Review These Drawings have been reviewed for general design intent only. All actual field condi�ons are required to be verified by the Tenants Architect and/ or Contractor. Tenants are responsible for complying with all government regula�ons. One (1) copy of this Landlord stamped set of drawings is required to be always kept on the job site. Conditional approval as noted* *ADD NOTE: Protect in place all existing fireproofing on steel columns and beams and patch repair any damage to maintain the fire rating. *ADD NOTE: Protect in place utilities running through the space that service the mall or other tenants in place (including electrical, data and water line.) *ADD NOTE: Protect in place ducting running through the space that service the mall or other tenants in place. *Contractor to hire Landlord mandatory subs including roof, fire sprinkler, fire alarm, structural architect. *HVAC replaced 5/2025 Riderwood USA, Inc. Signed Fernando De Santiago Date 5/5/2025 The Eipel Engineering Group, D.P.C. 307 Seventh Avenue, Suite 1805 New York, NY 10001 Project LEGO Santa Anita Job no. 0609-005-25 Calcs for StoreFront Header and New Mechanical Units Start page no./Revision 14 Calcs by AC/JH Calcs date 2/18/2025 Checked by LR Checked date 3/26/2025 Approved by Approved date Ω = 4 Rn/Ω = 385 lbs per screw Rn/Ω = 3,080 lbs (8 total) 3,080 lbs > 303 lbs applied. OK 3,080 lbs > 227 lbs applied. OK Interaction Equation Shear in Two Direction = (303 lbs / 3,080 lbs) + (227 lbs / 3,080 lbs) Interaction Equation Shear in Two Direction = 0.17 < 1. OK Check anchorage of Built-up Post into concrete slab Anchor Track before installing Built-up Post. Applied Shear = Reaction x W0 = 102 lbs x 2 = 204 lbs 0.157” DIA PAFS @ 12” O.C. (1” Min. Embed.) Allowable Shear = 225 lbs per fastner > 204 lbs. OK 91% capacity. Working Drawing Review These Drawings have been reviewed for general design intent only. All actual field condi�ons are required to be verified by the Tenants Architect and/ or Contractor. Tenants are responsible for complying with all government regula�ons. One (1) copy of this Landlord stamped set of drawings is required to be always kept on the job site. Conditional approval as noted* *ADD NOTE: Protect in place all existing fireproofing on steel columns and beams and patch repair any damage to maintain the fire rating. *ADD NOTE: Protect in place utilities running through the space that service the mall or other tenants in place (including electrical, data and water line.) *ADD NOTE: Protect in place ducting running through the space that service the mall or other tenants in place. *Contractor to hire Landlord mandatory subs including roof, fire sprinkler, fire alarm, structural architect. *HVAC replaced 5/2025 Riderwood USA, Inc. Signed Fernando De Santiago Date 5/5/2025 The Eipel Engineering Group, D.P.C. 307 Seventh Avenue, Suite 1805 New York, NY 10001 Project LEGO Santa Anita Job no. 0609-005-25 Calcs for StoreFront Header and New Mechanical Units Start page no./Revision 15 Calcs by AC/JH Calcs date 2/18/2025 Checked by LR Checked date 3/26/2025 Approved by Approved date Check Built-Up Cold Formed Header to HSS3X3 Post Connection: Applied Shear Load due to lateral loads = 227 lbs (4)- # 10 Tek Screws to seat angle Single Shear Applied Shear = 227 lbs/2 = 113.5 lbs Ω = 4 Rn/Ω = 385 lbs per screw Rn/Ω = 1,540 lbs (total) 1,540 lbs > 113.5 lbs applied. OK Applied Tension (Pull-out) due to Gravity Loads = 303 lbs (4)- # 10 Tek Screws to seat angle Ω = 4 Rn/Ω = 177 lbs per screw Rn/Ω = 708 lbs (total) Working Drawing Review These Drawings have been reviewed for general design intent only. All actual field condi�ons are required to be verified by the Tenants Architect and/ or Contractor. Tenants are responsible for complying with all government regula�ons. One (1) copy of this Landlord stamped set of drawings is required to be always kept on the job site. Conditional approval as noted* *ADD NOTE: Protect in place all existing fireproofing on steel columns and beams and patch repair any damage to maintain the fire rating. *ADD NOTE: Protect in place utilities running through the space that service the mall or other tenants in place (including electrical, data and water line.) *ADD NOTE: Protect in place ducting running through the space that service the mall or other tenants in place. *Contractor to hire Landlord mandatory subs including roof, fire sprinkler, fire alarm, structural architect. *HVAC replaced 5/2025 Riderwood USA, Inc. Signed Fernando De Santiago Date 5/5/2025 The Eipel Engineering Group, D.P.C. 307 Seventh Avenue, Suite 1805 New York, NY 10001 Project LEGO Santa Anita Job no. 0609-005-25 Calcs for StoreFront Header and New Mechanical Units Start page no./Revision 16 Calcs by AC/JH Calcs date 2/18/2025 Checked by LR Checked date 3/26/2025 Approved by Approved date 708 lbs > 303 lbs applied. OK Interaction Equation Combine Tension and Shear = (303 lbs / 708 lbs) + (113.5 lbs / 1540 lbs) Interaction Equation Combine Tension and Shear = 0.51 < 1. OK Check Built-Up Cold Formed Header to HSS3X3 Post Connection: Applied Shear due to Gravity Loads = 303 lbs Applied Shear due to Lateral Loads = 227 lbs (8) – 0.157” Dia. PAF Single Shear Rn/Ω = 405 lbs per screw Rn/Ω = 3,240 lbs (8 total) 3,240 lbs > 303 lbs applied. OK 3,240 lbs > 227 lbs applied. OK Interaction Equation Shear in Two Direction = (303 lbs / 3240 lbs) + (227 lbs / 3240 lbs) Interaction Equation Shear in Two Direction = 0.16 < 1. OK Working Drawing Review These Drawings have been reviewed for general design intent only. All actual field condi�ons are required to be verified by the Tenants Architect and/ or Contractor. Tenants are responsible for complying with all government regula�ons. One (1) copy of this Landlord stamped set of drawings is required to be always kept on the job site. Conditional approval as noted* *ADD NOTE: Protect in place all existing fireproofing on steel columns and beams and patch repair any damage to maintain the fire rating. *ADD NOTE: Protect in place utilities running through the space that service the mall or other tenants in place (including electrical, data and water line.) *ADD NOTE: Protect in place ducting running through the space that service the mall or other tenants in place. *Contractor to hire Landlord mandatory subs including roof, fire sprinkler, fire alarm, structural architect. *HVAC replaced 5/2025 Riderwood USA, Inc. Signed Fernando De Santiago Date 5/5/2025 The Eipel Engineering Group, D.P.C. 307 Seventh Avenue, Suite 1805 New York, NY 10001 Project LEGO Santa Anita Job no. 0609-005-25 Calcs for StoreFront Header and New Mechanical Units Start page no./Revision 17 Calcs by AC/JH Calcs date 2/18/2025 Checked by LR Checked date 3/26/2025 Approved by Approved date EXISTING HSS 3X3X1/8 POST Checking Existing HSS3X3X1/8 Post Length = 15 ft Location of Load = 10 ft Vertical Applied Loads: DL = 80 lbs EV = 300 lbs Lateral Applied Loads: WL = 200 lbs Eh = 230 lbs Reviewer Note: Exact section will be verified in field. Details and calculations will be updated as required. Working Drawing Review These Drawings have been reviewed for general design intent only. All actual field condi�ons are required to be verified by the Tenants Architect and/ or Contractor. Tenants are responsible for complying with all government regula�ons. One (1) copy of this Landlord stamped set of drawings is required to be always kept on the job site. Conditional approval as noted* *ADD NOTE: Protect in place all existing fireproofing on steel columns and beams and patch repair any damage to maintain the fire rating. *ADD NOTE: Protect in place utilities running through the space that service the mall or other tenants in place (including electrical, data and water line.) *ADD NOTE: Protect in place ducting running through the space that service the mall or other tenants in place. *Contractor to hire Landlord mandatory subs including roof, fire sprinkler, fire alarm, structural architect. *HVAC replaced 5/2025 Riderwood USA, Inc. Signed Fernando De Santiago Date 5/5/2025 The Eipel Engineering Group, D.P.C. 307 Seventh Avenue, Suite 1805 New York, NY 10001 Project LEGO Santa Anita Job no. 0609-005-25 Calcs for StoreFront Header and New Mechanical Units Start page no./Revision 18 Calcs by AC/JH Calcs date 2/18/2025 Checked by LR Checked date 3/26/2025 Approved by Approved date ANALYSIS Working Drawing Review These Drawings have been reviewed for general design intent only. All actual field condi�ons are required to be verified by the Tenants Architect and/ or Contractor. Tenants are responsible for complying with all government regula�ons. One (1) copy of this Landlord stamped set of drawings is required to be always kept on the job site. Conditional approval as noted* *ADD NOTE: Protect in place all existing fireproofing on steel columns and beams and patch repair any damage to maintain the fire rating. *ADD NOTE: Protect in place utilities running through the space that service the mall or other tenants in place (including electrical, data and water line.) *ADD NOTE: Protect in place ducting running through the space that service the mall or other tenants in place. *Contractor to hire Landlord mandatory subs including roof, fire sprinkler, fire alarm, structural architect. *HVAC replaced 5/2025 Riderwood USA, Inc. Signed Fernando De Santiago Date 5/5/2025 The Eipel Engineering Group, D.P.C. 307 Seventh Avenue, Suite 1805 New York, NY 10001 Project LEGO Santa Anita Job no. 0609-005-25 Calcs for StoreFront Header and New Mechanical Units Start page no./Revision 19 Calcs by AC/JH Calcs date 2/18/2025 Checked by LR Checked date 3/26/2025 Approved by Approved date Working Drawing Review These Drawings have been reviewed for general design intent only. All actual field condi�ons are required to be verified by the Tenants Architect and/ or Contractor. Tenants are responsible for complying with all government regula�ons. One (1) copy of this Landlord stamped set of drawings is required to be always kept on the job site. Conditional approval as noted* *ADD NOTE: Protect in place all existing fireproofing on steel columns and beams and patch repair any damage to maintain the fire rating. *ADD NOTE: Protect in place utilities running through the space that service the mall or other tenants in place (including electrical, data and water line.) *ADD NOTE: Protect in place ducting running through the space that service the mall or other tenants in place. *Contractor to hire Landlord mandatory subs including roof, fire sprinkler, fire alarm, structural architect. *HVAC replaced 5/2025 Riderwood USA, Inc. Signed Fernando De Santiago Date 5/5/2025 The Eipel Engineering Group, D.P.C. 307 Seventh Avenue, Suite 1805 New York, NY 10001 Project LEGO Santa Anita Job no. 0609-005-25 Calcs for StoreFront Header and New Mechanical Units Start page no./Revision 20 Calcs by AC/JH Calcs date 2/18/2025 Checked by LR Checked date 3/26/2025 Approved by Approved date UNISTRUT AND ANCHORAGE FOR NEW INTERIOR AHU UNIT SEISMIC DEMANDS ON NONSTRUCTURAL COMPONENTS – CHAPTER 13.3 (ASCE 7-16) Seismic Design Parameters Spectral acceleration SDS = 1.347 Component amplification factor ap = 2.5 (Table 13.6-1, ASCE 7) Component important factor Ip = 1 (§13.1.3, ASCE 7) Component operating weight Wp = D = 625 lbs Component response modification factor Rp = 6 (Table 13.6-1, ASCE 7) Overstrength factor W0 = 2 (Table 13.5-1, ASCE 7) Height in structure of point of attachment z = 15.75 ft Average roof height of Structure h = 34 ft Horizontal force Fp = ( 0.4apSDSWp / ( Rp / Ip )) ( 1 + 2z / h ) = 270 lbs Not required to be taken as greater than Fp = 1.6SDSIpWp =1347 lbs Shall not be taken as less than Fp = 0.3SDSIpWp = 252.56 lbs NONSTRUCTURAL COMPONENT ANCHORAGE – CHAPTER 13.4 (ASCE 7-16) Seismic Design Force Horizontal force Fp = QE = 270 lbs Horizontal seismic load effect Emh = W0QE = 540 lbs Veritcal seismic load effect Ev = 0.2SDSD = 168.4 lbs Height to center of mass hCM = 11.875 ft LOAD COMBINATIONS Per §2.4.5 of ASCE 7, “where the seismic load effect with overstrength, Em = f(Ev, Emh) is combined with the effects of other loads, the following seismic load combinations shall be used. · LC 1: D · LC 2: D + L · LC 3: D + L · LC 4: D+Lr · LC 5: D + 0.6W · LC 6: D + 0.75L + 0.75(0.6W) · LC 8: D + 0.7 Ev + 0.7 Emh · LC 9: D+0.525 Ev + 0.525 Emh + 0.75L · LC 10: 0.6D-0.7 Ev + 0.7 Emh Working Drawing Review These Drawings have been reviewed for general design intent only. All actual field condi�ons are required to be verified by the Tenants Architect and/ or Contractor. Tenants are responsible for complying with all government regula�ons. One (1) copy of this Landlord stamped set of drawings is required to be always kept on the job site. Conditional approval as noted* *ADD NOTE: Protect in place all existing fireproofing on steel columns and beams and patch repair any damage to maintain the fire rating. *ADD NOTE: Protect in place utilities running through the space that service the mall or other tenants in place (including electrical, data and water line.) *ADD NOTE: Protect in place ducting running through the space that service the mall or other tenants in place. *Contractor to hire Landlord mandatory subs including roof, fire sprinkler, fire alarm, structural architect. *HVAC replaced 5/2025 Riderwood USA, Inc. Signed Fernando De Santiago Date 5/5/2025 The Eipel Engineering Group, D.P.C. 307 Seventh Avenue, Suite 1805 New York, NY 10001 Project LEGO Santa Anita Job no. 0609-005-25 Calcs for StoreFront Header and New Mechanical Units Start page no./Revision 21 Calcs by AC/JH Calcs date 2/18/2025 Checked by LR Checked date 3/26/2025 Approved by Approved date BASIC LOAD CASES Dead Load (DL): Self-Weight of Unit 625 lbs Vertical Seismic Load: 168.4 lbs Horizontal Seismic Load: 540 lbs UNISTRUT DESIGN Check P5500 Unistrut member for Bending and Shear: Length = 6’ Unbalanced Loading Factor = 1.15 Operating Weight of Unit = 625 lbs / (5 ft x 8.2 ft) x 1.15 = 17.5 psf Vertical Seismic Load = 168.4 lbs / (5 ft x 8.2 ft) x 1.15 = 4.72 psf Maximum Tributary Width = 4 ft Working Drawing Review These Drawings have been reviewed for general design intent only. All actual field condi�ons are required to be verified by the Tenants Architect and/ or Contractor. Tenants are responsible for complying with all government regula�ons. One (1) copy of this Landlord stamped set of drawings is required to be always kept on the job site. Conditional approval as noted* *ADD NOTE: Protect in place all existing fireproofing on steel columns and beams and patch repair any damage to maintain the fire rating. *ADD NOTE: Protect in place utilities running through the space that service the mall or other tenants in place (including electrical, data and water line.) *ADD NOTE: Protect in place ducting running through the space that service the mall or other tenants in place. *Contractor to hire Landlord mandatory subs including roof, fire sprinkler, fire alarm, structural architect. *HVAC replaced 5/2025 Riderwood USA, Inc. Signed Fernando De Santiago Date 5/5/2025 The Eipel Engineering Group, D.P.C. 307 Seventh Avenue, Suite 1805 New York, NY 10001 Project LEGO Santa Anita Job no. 0609-005-25 Calcs for StoreFront Header and New Mechanical Units Start page no./Revision 22 Calcs by AC/JH Calcs date 2/18/2025 Checked by LR Checked date 3/26/2025 Approved by Approved date ANALYSIS Maximum Applied Moment = 0.325 k-ft  5,556 lb-in Maximum Applied Shear = 0.25 k  250 lbs Working Drawing Review These Drawings have been reviewed for general design intent only. All actual field condi�ons are required to be verified by the Tenants Architect and/ or Contractor. Tenants are responsible for complying with all government regula�ons. One (1) copy of this Landlord stamped set of drawings is required to be always kept on the job site. Conditional approval as noted* *ADD NOTE: Protect in place all existing fireproofing on steel columns and beams and patch repair any damage to maintain the fire rating. *ADD NOTE: Protect in place utilities running through the space that service the mall or other tenants in place (including electrical, data and water line.) *ADD NOTE: Protect in place ducting running through the space that service the mall or other tenants in place. *Contractor to hire Landlord mandatory subs including roof, fire sprinkler, fire alarm, structural architect. *HVAC replaced 5/2025 Riderwood USA, Inc. Signed Fernando De Santiago Date 5/5/2025 The Eipel Engineering Group, D.P.C. 307 Seventh Avenue, Suite 1805 New York, NY 10001 Project LEGO Santa Anita Job no. 0609-005-25 Calcs for StoreFront Header and New Mechanical Units Start page no./Revision 23 Calcs by AC/JH Calcs date 2/18/2025 Checked by LR Checked date 3/26/2025 Approved by Approved date Allowable Moment = 9,820 lb-in > 5,556 lb-in OK 56% Capacity Allowable Shear = Aw(0.6Fy)/1.60 (AISI Section C3.2) Allowable Shear = (0.105 in x 2.44 in) (0.6 x 42 ksi) /1.60 Allowable Shear = 4.04 k  4,040 lbs > 250 lbs. OK 6.2 Capacity Working Drawing Review These Drawings have been reviewed for general design intent only. All actual field condi�ons are required to be verified by the Tenants Architect and/ or Contractor. Tenants are responsible for complying with all government regula�ons. One (1) copy of this Landlord stamped set of drawings is required to be always kept on the job site. Conditional approval as noted* *ADD NOTE: Protect in place all existing fireproofing on steel columns and beams and patch repair any damage to maintain the fire rating. *ADD NOTE: Protect in place utilities running through the space that service the mall or other tenants in place (including electrical, data and water line.) *ADD NOTE: Protect in place ducting running through the space that service the mall or other tenants in place. *Contractor to hire Landlord mandatory subs including roof, fire sprinkler, fire alarm, structural architect. *HVAC replaced 5/2025 Riderwood USA, Inc. Signed Fernando De Santiago Date 5/5/2025 The Eipel Engineering Group, D.P.C. 307 Seventh Avenue, Suite 1805 New York, NY 10001 Project LEGO Santa Anita Job no. 0609-005-25 Calcs for StoreFront Header and New Mechanical Units Start page no./Revision 24 Calcs by AC/JH Calcs date 2/18/2025 Checked by LR Checked date 3/26/2025 Approved by Approved date Checking Anchorage of Hangers into Precast Hollow Concrete Panel: Applied Tension (LRFD) = 268 lbs Tension x W0 = 268 lbs x 2 = 536 lbs Use 3/8” Hilti KWIK HUS-EZ I SCREW ANCHOR WITH INTERNALLY THREADED HEAD WITH 1-3/8” MIN. EMBED. (ICC-ES Evaluation Report ESR-3027) Allowable Tension = 590 lbs. > 536 lbs. OK 91% Capacity. Tension (LOAD REVERSAL) = 536 lbs.- 100 lbs (unit reaction) = 436 lbs. Allowable Tension (LOAD REVERSAL) = 590 lbs. > 436 lbs. OK 74% Capacity. Working Drawing Review These Drawings have been reviewed for general design intent only. All actual field condi�ons are required to be verified by the Tenants Architect and/ or Contractor. Tenants are responsible for complying with all government regula�ons. One (1) copy of this Landlord stamped set of drawings is required to be always kept on the job site. Conditional approval as noted* *ADD NOTE: Protect in place all existing fireproofing on steel columns and beams and patch repair any damage to maintain the fire rating. *ADD NOTE: Protect in place utilities running through the space that service the mall or other tenants in place (including electrical, data and water line.) *ADD NOTE: Protect in place ducting running through the space that service the mall or other tenants in place. *Contractor to hire Landlord mandatory subs including roof, fire sprinkler, fire alarm, structural architect. *HVAC replaced 5/2025 Riderwood USA, Inc. Signed Fernando De Santiago Date 5/5/2025 The Eipel Engineering Group, D.P.C. 307 Seventh Avenue, Suite 1805 New York, NY 10001 Project LEGO Santa Anita Job no. 0609-005-25 Calcs for StoreFront Header and New Mechanical Units Start page no./Revision 25 Calcs by AC/JH Calcs date 2/18/2025 Checked by LR Checked date 3/26/2025 Approved by Approved date Check Fastener between the P1546 Unistruct Bracket and P5500 Unistrut: Emh = W0QE = 540 lbs Horizonal Seismic Force = 0.7 Emh = 378 lbs (Can be applied in both directions) Applied Shear = 378 lbs (1) - 1/2” Diameter Channel Nut and Screw Allowable Shear = 1,500 lbs > 378 lbs. OK 25% Capacity Working Drawing Review These Drawings have been reviewed for general design intent only. All actual field condi�ons are required to be verified by the Tenants Architect and/ or Contractor. Tenants are responsible for complying with all government regula�ons. One (1) copy of this Landlord stamped set of drawings is required to be always kept on the job site. Conditional approval as noted* *ADD NOTE: Protect in place all existing fireproofing on steel columns and beams and patch repair any damage to maintain the fire rating. *ADD NOTE: Protect in place utilities running through the space that service the mall or other tenants in place (including electrical, data and water line.) *ADD NOTE: Protect in place ducting running through the space that service the mall or other tenants in place. *Contractor to hire Landlord mandatory subs including roof, fire sprinkler, fire alarm, structural architect. *HVAC replaced 5/2025 Riderwood USA, Inc. Signed Fernando De Santiago Date 5/5/2025 The Eipel Engineering Group, D.P.C. 307 Seventh Avenue, Suite 1805 New York, NY 10001 Project LEGO Santa Anita Job no. 0609-005-25 Calcs for StoreFront Header and New Mechanical Units Start page no./Revision 26 Calcs by AC/JH Calcs date 2/18/2025 Checked by LR Checked date 3/26/2025 Approved by Approved date Check P5500 Unistrut Diagonal Brace Member for Axial Load Due to Horizontal Load: Unbraced Length = 7 ft Emh = W0QE = 540 lbs Applied Axial Load = 0.7 Emh = 378 lbs (Can be applied in both directions) R = 378/ √2/2 = 535 lbs Working Drawing Review These Drawings have been reviewed for general design intent only. All actual field condi�ons are required to be verified by the Tenants Architect and/ or Contractor. Tenants are responsible for complying with all government regula�ons. One (1) copy of this Landlord stamped set of drawings is required to be always kept on the job site. Conditional approval as noted* *ADD NOTE: Protect in place all existing fireproofing on steel columns and beams and patch repair any damage to maintain the fire rating. *ADD NOTE: Protect in place utilities running through the space that service the mall or other tenants in place (including electrical, data and water line.) *ADD NOTE: Protect in place ducting running through the space that service the mall or other tenants in place. *Contractor to hire Landlord mandatory subs including roof, fire sprinkler, fire alarm, structural architect. *HVAC replaced 5/2025 Riderwood USA, Inc. Signed Fernando De Santiago Date 5/5/2025 The Eipel Engineering Group, D.P.C. 307 Seventh Avenue, Suite 1805 New York, NY 10001 Project LEGO Santa Anita Job no. 0609-005-25 Calcs for StoreFront Header and New Mechanical Units Start page no./Revision 27 Calcs by AC/JH Calcs date 2/18/2025 Checked by LR Checked date 3/26/2025 Approved by Approved date Allowable Tension = (0.726 in2) (42 ksi) /1.67 = 18.26 kips  1,826 lbs. OK 29% Capcity Allowable Compression = 2,330 lbs. OK 23% Capcity Checking Fastners of Diagnoal Bracing into Unistrut Brackets: Applied Shear due to Horizonal Sesimic Force = 535 lbs (1) - 1/2” Diameter Channel Nut and Screw Allowable Shear = 1,500 lbs > 535 lbs. OK 36% Capacity Working Drawing Review These Drawings have been reviewed for general design intent only. All actual field condi�ons are required to be verified by the Tenants Architect and/ or Contractor. Tenants are responsible for complying with all government regula�ons. One (1) copy of this Landlord stamped set of drawings is required to be always kept on the job site. Conditional approval as noted* *ADD NOTE: Protect in place all existing fireproofing on steel columns and beams and patch repair any damage to maintain the fire rating. *ADD NOTE: Protect in place utilities running through the space that service the mall or other tenants in place (including electrical, data and water line.) *ADD NOTE: Protect in place ducting running through the space that service the mall or other tenants in place. *Contractor to hire Landlord mandatory subs including roof, fire sprinkler, fire alarm, structural architect. *HVAC replaced 5/2025 Riderwood USA, Inc. Signed Fernando De Santiago Date 5/5/2025 The Eipel Engineering Group, D.P.C. 307 Seventh Avenue, Suite 1805 New York, NY 10001 Project LEGO Santa Anita Job no. 0609-005-25 Calcs for StoreFront Header and New Mechanical Units Start page no./Revision 28 Calcs by AC/JH Calcs date 2/18/2025 Checked by LR Checked date 3/26/2025 Approved by Approved date Checking Anchorage of Diagnoal Bracing into Precast Hollow Concrete Panel: Applied Tension and Shear Loads (LRFD): 1.0Emh = 540 lbs R = 540 / √2/2 = 764 lbs V = 540 lbs T = 540 lbs Use (2)- 3/8” Diameter Hilti KWIK HUS-EZ with 3/8” Washer @ 1-3/8” Embedment: (ICC-ES Evaluation Report ESR-3027) Allowable Tension = 590 lbs per fastener Allowable Tension = 1,180 lbs (Total) 1,180 lbs > 540 lbs. OK Allowable Shear =1,405 lbs per fastener Allowable Shear = 2,810 lbs (Total) 2,810 lbs > 540 lbs. OK Combined Loading (540 / 1,180) + (540 / 2,810) = 0.65 < 1. OK Working Drawing Review These Drawings have been reviewed for general design intent only. All actual field condi�ons are required to be verified by the Tenants Architect and/ or Contractor. Tenants are responsible for complying with all government regula�ons. One (1) copy of this Landlord stamped set of drawings is required to be always kept on the job site. Conditional approval as noted* *ADD NOTE: Protect in place all existing fireproofing on steel columns and beams and patch repair any damage to maintain the fire rating. *ADD NOTE: Protect in place utilities running through the space that service the mall or other tenants in place (including electrical, data and water line.) *ADD NOTE: Protect in place ducting running through the space that service the mall or other tenants in place. *Contractor to hire Landlord mandatory subs including roof, fire sprinkler, fire alarm, structural architect. *HVAC replaced 5/2025 Riderwood USA, Inc. Signed Fernando De Santiago Date 5/5/2025 The Eipel Engineering Group, D.P.C. 307 Seventh Avenue, Suite 1805 New York, NY 10001 Project LEGO Santa Anita Job no. 0609-005-25 Calcs for StoreFront Header and New Mechanical Units Start page no./Revision 29 Calcs by AC/JH Calcs date 2/18/2025 Checked by LR Checked date 3/26/2025 Approved by Approved date ANCHORAGE FOR NEW AHU UNIT ON ROOF MOUNTING CURB SEISMIC DEMANDS ON NONSTRUCTURAL COMPONENTS – CHAPTER 13.3 (ASCE 7-16) Seismic Design Parameters Spectral acceleration SDS = 1.347 Component amplification factor ap = 2.5 (Table 13.6-1, ASCE 7) Component important factor Ip = 1 (§13.1.3, ASCE 7) Component operating weight Wp = D = 558 lbs Component response modification factor Rp = 3 (Table 13.6-1, ASCE 7) Overstrength factor W0 = 1.5 (Table 13.5-1, ASCE 7) Height in structure of point of attachment z = 34.67 ft Average roof height of Structure h = 34 ft (z/h need not exceed 1.0; Thus z/h will be 1.0) Horizontal force Fp = ( 0.4apSDSWp / ( Rp / Ip )) ( 1 + 2z / h ) = 752 lbs Not required to be taken as greater than Fp = 1.6SDSIpWp =1203 lbs Shall not be taken as less than Fp = 0.3SDSIpWp = 226 lbs NONSTRUCTURAL COMPONENT ANCHORAGE – CHAPTER 13.4 (ASCE 7-16) Seismic Design Force Horizontal force Fp = QE = 752 lbs Horizontal seismic load effect Emh = W0QE = 1128 lbs Veritcal seismic load effect Ev = 0.2SDSD = 150.3 lbs Height to center of mass hCM = 37.2 ft Checking Anchoring of New Condensing unit to Existing Mounting Curb on Roof Emh = QE = 752 lbs (Not anchoring to concrete) 0.7Ehm = 526 lbs Working Drawing Review These Drawings have been reviewed for general design intent only. All actual field condi�ons are required to be verified by the Tenants Architect and/ or Contractor. Tenants are responsible for complying with all government regula�ons. One (1) copy of this Landlord stamped set of drawings is required to be always kept on the job site. Conditional approval as noted* *ADD NOTE: Protect in place all existing fireproofing on steel columns and beams and patch repair any damage to maintain the fire rating. *ADD NOTE: Protect in place utilities running through the space that service the mall or other tenants in place (including electrical, data and water line.) *ADD NOTE: Protect in place ducting running through the space that service the mall or other tenants in place. *Contractor to hire Landlord mandatory subs including roof, fire sprinkler, fire alarm, structural architect. *HVAC replaced 5/2025 Riderwood USA, Inc. Signed Fernando De Santiago Date 5/5/2025 The Eipel Engineering Group, D.P.C. 307 Seventh Avenue, Suite 1805 New York, NY 10001 Project LEGO Santa Anita Job no. 0609-005-25 Calcs for StoreFront Header and New Mechanical Units Start page no./Revision 30 Calcs by AC/JH Calcs date 2/18/2025 Checked by LR Checked date 3/26/2025 Approved by Approved date Applied Shear = 263 lbs (LOAD APPLICABLE IN BOTH DIRECTIONS) NOTE: It is assumed that (8) screws will be used to resisit shear loads on each side. The (2) end screws, on each side, will be used to resist overturning. Single Shear Using 1/4” Lag Screws at 6” Specied of Wood Nailer = Douglas Fir-Larch Penetration Reduction Factor = 1/(8 x 0.25) = 0.5 Lag Screw Shear Strength = 75 lbs per screw (8) - Lag Screws at 75 lbs per screw = 600 lbs > 263 lbs. OK Tension Loads Overturning Force = 263 lbs x 2.33 ft / 4.67 ft = 132 lbs Tension load at each screw = 132 lbs / 4 screws = 33 lbs OK BY INSPECTION Working Drawing Review These Drawings have been reviewed for general design intent only. All actual field condi�ons are required to be verified by the Tenants Architect and/ or Contractor. Tenants are responsible for complying with all government regula�ons. One (1) copy of this Landlord stamped set of drawings is required to be always kept on the job site. Conditional approval as noted* *ADD NOTE: Protect in place all existing fireproofing on steel columns and beams and patch repair any damage to maintain the fire rating. *ADD NOTE: Protect in place utilities running through the space that service the mall or other tenants in place (including electrical, data and water line.) *ADD NOTE: Protect in place ducting running through the space that service the mall or other tenants in place. *Contractor to hire Landlord mandatory subs including roof, fire sprinkler, fire alarm, structural architect. *HVAC replaced 5/2025 Riderwood USA, Inc. Signed Fernando De Santiago Date 5/5/2025 The Eipel Engineering Group, D.P.C. 307 Seventh Avenue, Suite 1805 New York, NY 10001 Project LEGO Santa Anita Job no. 0609-005-25 Calcs for StoreFront Header and New Mechanical Units Start page no./Revision 31 Calcs by AC/JH Calcs date 2/18/2025 Checked by LR Checked date 3/26/2025 Approved by Approved date Working Drawing Review These Drawings have been reviewed for general design intent only. All actual field condi�ons are required to be verified by the Tenants Architect and/ or Contractor. Tenants are responsible for complying with all government regula�ons. One (1) copy of this Landlord stamped set of drawings is required to be always kept on the job site. Conditional approval as noted* *ADD NOTE: Protect in place all existing fireproofing on steel columns and beams and patch repair any damage to maintain the fire rating. *ADD NOTE: Protect in place utilities running through the space that service the mall or other tenants in place (including electrical, data and water line.) *ADD NOTE: Protect in place ducting running through the space that service the mall or other tenants in place. *Contractor to hire Landlord mandatory subs including roof, fire sprinkler, fire alarm, structural architect. *HVAC replaced 5/2025 Riderwood USA, Inc. Signed Fernando De Santiago Date 5/5/2025 COLCOLCOLCOL COL COL COL COL COLCOLCOLCOL V M5 M4 M4 M4 M4 M4 D D D D D D D D D D D D D D D D D D D D B B B B B B B B B B B B D D D D D D D D D D D D D D D B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B M4M4 M4 M4M4 M4 M4 M4 M4 M4 M4 A A A A A A A D D 14"Ø EF-1 3 6"Ø AHU-1 B 50 A 125 AA 650 1 6" Ø 8" Ø 18"Ø 8" Ø 8" Ø A 125 A 125A 125 A 125 A 125 A 100 A 100 A 100 A 100 A 100 A 125 A 100 10"Ø A 100 A 100 A 100 A 100 10 " Ø 6" Ø 10 " Ø 6" Ø 10 " Ø 6" Ø 10 " Ø 6" Ø A 75 AA 650 AA 680 AA 680 20x16 MM SD 20x16 TAHU-1 2 3 4 5 5 6 TYP. 6 TYP. 6 TYP. 7 8 8 8 8 99 11 10 12 HP-1 13 SCALE:M-201 1 MECHANICAL FLOOR PLAN 1/4"=1'-0" OP UNIT WT. = 625 lbs 5' 8'-2" MECHANICAL UNIT OP. WT. = 625LBS 6' 4'4' (N) P5500 UNISTRUT, TYP. (N) 1/2" DIA. THREADED RODS (1 OF 6)P5 5 0 0 D I A G . B R A C E P5 5 0 0 D I A G . B R A C E P5500 DIAG. BRACE P5500 DIAG. BRACE ENLARGED HVAC UNIT SUPPORT PLAN NTS2 SECTION NTS3 B.O. DECK +/- 15'-9" AHU-1 5' FINISHED FLOOR 0'-0" 11 ' - 1 0 " 1 1 7' (N) P5500 UNISTRUT, TYP. (N) 1/2" DIA. THREADED RODS (1 OF 6) (N) 5500 UNISTRUT BRACE 1/2" DIA. HEXAGON NUT AND FLAT WASHER TYP. (N) 3/8" HILTI KWIK HUS-EZ I SCREW ANCHOR WITH INTERNALLY THREADED HEAD WITH MIN.1-3/8" EMBED.(1 OF 6) (N) P1546 UNISTRUT ANGLE BRACKET W/ (1)1/2" CHANNEL NUT AND SCREW ON EACH LEG (N) P2265 UNISTRUT ANGLE BRACKET (2)-1/2" DIA. CHANNEL NUT AND SCREW (2)- 3/8" DIA. Hilti KWIK HUS-EZ W/ 3/8" DIA. WASHER (MIN.1-3/8" EMBED.) 1/2" DIA. HEXAGON NUT AND FLAT WASHER TYP. PROVIDE P1000 UNISTRUT AROUND CORNER RODS. SECURE TO ROD USING P 2485K SEISMIC CLIPS AT 14" O.C. PROVIDE P1000 UNISTRUT AROUND CORNER RODS. SECURE TO ROD USING P 2485K SEISMIC CLIPS AT 14" O.C. PROVIDE P1000 UNISTRUT AROUND CORNER RODS. SECURE TO ROD USING P 2485K SEISMIC CLIPS AT 14" O.C. NOTE: THE CONTRACTOR SHALL SCAN THE EXISTING CONCRETE PLANKS TO ENSURE ALL ANCHORS ARE MADE IN THE HOLLOW CORE AREAS OF THE PLANKS TO ENSURE NO TENSION STRANDS ARE CUT. 307 SEVENTH AVENUE, SUITE 1805 NEW YORK, NY 10001 PHONE: (212) 695-5120 FAX: (212) 695-5158 e-mail: www.eipelgroup.com THE SHOPS AT SANTA ANITA 400 S BALDWIN AVE UNIT D9 ARCADIA, CA 91007 LEGO MECHANICAL UNIT SUPPORT DETAILS SSK-001 03/26/2025 Working Drawing Review These Drawings have been reviewed for general design intent only. All actual field condi�ons are required to be verified by the Tenants Architect and/ or Contractor. Tenants are responsible for complying with all government regula�ons. One (1) copy of this Landlord stamped set of drawings is required to be always kept on the job site. Conditional approval as noted* *ADD NOTE: Protect in place all existing fireproofing on steel columns and beams and patch repair any damage to maintain the fire rating. *ADD NOTE: Protect in place utilities running through the space that service the mall or other tenants in place (including electrical, data and water line.) *ADD NOTE: Protect in place ducting running through the space that service the mall or other tenants in place. *Contractor to hire Landlord mandatory subs including roof, fire sprinkler, fire alarm, structural architect. *HVAC replaced 5/2025 Riderwood USA, Inc. Signed Fernando De Santiago Date 5/5/2025