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Home My WebLink About3401 S Harbor Blvd - TI (KPOJ Dept) - Plan (2)1001 SYMBOLS DESCRIPTION 01/A-2.00 01 A-4.00 N NORTH ARROW ENLARGE FLOOR PLAN REFERENCE 01 A-4.00 DETAIL SECTION INTERIOR ELEVATION 11 5/8" 5" DIMENSIONS 1 REVISION NUMBER & AFF ECTED AREA WINDOW TYPE22 ROOM NAME ROOM NAME & NUMBER IDENTIFICATION 1001A DOOR/OPENING IDENTIFICATION SEE SCHEDULE ON A6-01 A3 1 PART ITION DESIGNATION HOURLY "FIRE RESISTIVE RATING" IF APPLICABLE PART ITION TYPE PROJECT SITE S HARBOR BLVD S FAIRVIEW ST W MACART HUR BLVD SUNFLOWER AVE INTERSTATE 405 HYLAND AVE SUSAN ST S COAST DR W LAKE CENTER DR SCENIC AVE N A D 1 -1 1 LEVEL 1 DESIGNATOR LEVEL 2 DESIGNATOR (OPTIONAL) SHEET TYPE DESIGNATOR FLOOR LEVEL (FOR PLANS ONLY) SHEET SEQUENCE NUMBER LEVEL 1 DESIGNATORS G GENERAL H HAZARDOUS MATERIALS V SURVEY / MAPPING B GEOTECHNICAL C CIVIL L LANDSCAPE S STRUCT URAL A ARCHIT ECTURAL I INTERIORS Q EQUIPMENT F FIRE PROT ECTION P PLUMBING M MECHANICAL E ELECTRICAL T SECURIT Y R RESOURCES X OTHER DISCIPLINES Z CONTRACT OR SHOP DRAWINGS O OPERATIONS LEVEL 2 DESIGNAT ORS (OPTIONAL) S SITE D DEMOLIT ION E ELEMENT P POWER L LIGHTING SHEET TYPE DESIGNATORS 0 GENERAL (OPTIONAL USE AS DEMO) 1 PLANS 2 ELEVATIONS 3 SECTIONS 4 ENLARGED PLANS 5 DETAILS 6 SCHEDULES 7 USER DEFINED 8 USER DEFINED 9 3D VIEWS OWNER'S REPRESENTATIVE: KAISER FOUNDATION HEALTH PLAN INC. 1707 BARCELONA CIRCLE PLACENTIA, CA 92870 CONTACT: HEIDI R. DAVIS PROJECT MANAGER E-MAIL: HEIDI.R.DAVIS@KP.ORG 562.254.9762 ARCHITECT: HUIT T-ZOLLARS 555 W 5TH ST . LOS ANGELES, CA 90013 CONTACT : STEPHEN WHITE, AIA, LEED AP PROJECT ARCHITECT E-MAIL SWHITE@HUITT -ZOLLARS.COM 310.447.7466 ELECTRICAL ENGINEER: IMEG CORP 222 S. HARBOR BOULEVARD, SUITE 800 ANAHEIM, CA 92805 CONTACT: TIFFINY S. MANSOURI ELECTRICAL ENGINEER E-MAIL: TIF FINY.S.MANSOURI@IMEGCORP.COM PLU MBING ENGINEER: ADVANCES TECHNOLOGIES CONSULTANTS 5755 OBERLIN DRIVE, SUITE 1212 SAN DIEGO, CA 92121 CONTACT: JUSTIN NGUYEN, PE PLUMBING ENGINEER E-MAIL JNGUYEN@ATCONSULTANTS.NET MECHANICAL ENGINEER: ADVANCES TECHNOLOGIES CONSULTANTS 5755 OBERLIN DRIVE, SUITE 1212 SAN DIEGO, CA 92121 CONTACT: JUSTIN NGUYEN, PE MECHANICAL ENGINEER E-MAIL JNGUYEN@ATCONSULTANTS.NET STR UCTURAL ENGINEER: WALTER P MOORE 707 WILSHIRE BOULEVARD, SUITE 2100 LOS ANGELES, CA 90017 CONTACT : DANIEL TRAUB, S.E. STRUCTURAL ENGINEER E-MAIL: DTRAUB@WALTERPMOORE.COM GENERAL NOTES 1.U.O.N. SPECIFIC NOTES AND DETAILS ON DRAWINGS SHALL T AKE PRECEDENCE OVER GENERAL NOT ES AND TYPICAL DET AILS. SPECIFIC NOTES ON DETAILS APPLY TO SIMILAR CONDITIONS. 2. THE STRUCTURAL, MECHANICAL, PLUMBING, AND ELECTRICAL DRAWINGS AS WELL AS THE DRAWINGS OF OTHER CONSULTANTS ARE SUPPLEMENTARY TO THE ARCHITECTURAL DRAWINGS. IT SHALL BE T HE RESPONSIBILIT Y OF THE GENERAL CONTRACTOR TO CHECK WITH T HE ARCHITECTURAL DRAWINGS BEFORE THE INSTALLATION OF THE WORK SHOWN ON THE DRAWINGS OF CONSULTANTS. THE CONTRACTOR SHALL BRING ANY DISCREPANCIES BETWEEN THE ARCHITECTURAL DRAWINGS AND THE DRAWINGS OF THE CONSULTING ENGINEERS TO THE ATTENTION OF THE ARCHITECT FOR CLARIFICATIONS. ANY WORK INSTALLED IN CONFLICT THE ARCHITECTURAL DRAWINGS AND NOT BROUGHT TO THE ARCHITECTS ATTENTION SHALL BE CORRECT ED BY THE CONTRACTOR AT THE CONTRACTORS' EXPENSE AND AT NO EXPENSE TO THE OWNER OR T HE ARCHITECT. 3. REFERENCE TO ANY DET AIL OR DRAWING IS FOR CONVENIENCE ONLY AND DOES NOT LIMIT THE APPLICATION OF SUCH A DRAWING OR DETAIL. 4. U.O.N. OR REFERENCED ON ARCHITECTURAL DRAWINGS, ALL DETAILS ARE TYPICAL. 5. THE CONTRACT DOCUMENTS INDICATED THE CONCEPT AND POT ENTIAL METHOD OF EXECUTING THE WORK. FIELD MODIFICATIONS MAY BE REQUIRED AND SHALL BE PART OF THE SCOPE OF WORK. 6. THE INTENTION OF T HE CONTRACT DOCUMENTS IS TO INCLUDE ALL LABOR AND MATERIALS, EQUIPMENT AND TRANSPORTATION NECESSARY FOR THE COMPLET E AND PROPER EXECUTION OF THE WORK. 7. NO MODIFICATIONS FROM THE DOCUMENTS SHALL BE CONDUCTED PRIOR TO THE APPROVAL OF THE OWNER AND ARCHITECT. 8. DISCREPANCIES IN DRAWINGS OR SPECIFICATIONS, OR BETWEEN DRAWINGS, SPECIFICATIONS AND OR SITE CONDITIONS SHALL BE REVIEWED WITH THE ARCHITECT PRIOR TO PROCEEDING WITH THE WORK. 9. REF ER T O STRUCT URAL, MECHANICAL, PLUMBING, AND ELECTRICAL DRAWINGS FOR EQUIPMENT ANCHORAGE, HVAC, PLUMBING, LIGHTING, COMMUNICATION, DATA AND POWER REQUIREMENTS. 10.THE DESIGN, ADEQUACY AND SAFETY OF ERECT ION, BRACING, SHORING, TEMPORARY SUPPORTS, ETC., IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR. T HE CONTRACTOR SHALL BE RESPONSIBLE FOR THE STABILITY OF THE STRUCTURE AND PROVIDE NECESSARY BRACING PRIOR TO T HE APPLICATION OF ALL SHEAR WALLS, ROOF, AND FLOOR DIAPHRAGMS, AND FINISH MATERIALS. T HE CONTRACTOR SHALL BE RESPONSIBLE FOR T HE INITIATING, MANUFACTURING AND SUPERVISING ALL SAFETY PRECAUTIONS AND PROGRAMS IN CONNECTION WITH THE WORK. 11.THE ARCHITECT AND ARCHITECT'S CONSULTANTS SHALL HAVE NO RESPONSIBILITY FOR THE DISCOVERY,PRESENCE, HANDLING, REMOVAL OR DISPOSAL OF OR EXPOSURE OF PERSONS TO HAZARDOUS MATERIALS IN ANY FORM AT THE PROJECT SITE, INCLUDING BUT NOT LIMITED TO ASBEST OS, ASBESTOS PRODUCT S,POLYCHLORINAT ED BIPHENYL (PCB) OR OTHER TOXIC SUBSTANCES. 12.IF THE CONTRACTOR ASCERTAINS AT ANY TIME THAT REQUIREMENTS OF T HE CONTRACT DOCUMENTS CONFLICT WITH, OR ARE IN VIOLATION OF APPLICABLE LAWS, CODES, REGULATIONS AND ORDINANCES, THE CONTRACTOR SHALL NOT PROCEED WITH WORK IN QUESTION, EXCEPT AT THE CONTRACTOR'S OWN RISK, UNTIL THE ARCHITECT HAS BEEN NOT IFIED IN WRITING AND WRITTEN DETERMINATION IS MADE BY THE ARCHITECT. WHERE COMPLETED OR PARTIALLY COMPLET ED WORK IS DISCOVERED TO BE IN VIOLAT ION WITH APPLICABLE LAWS, CODES, REGULATIONS AND ORDINANCES, CONTRACTOR SHALL BE REQUIRED TO REMOVE THAT WORK F ROM THE PROJECT AND REPLACE SUCH WORK WITH ALL NEW COMPLYING WORK AT NO ADDITIONAL COST TO T HE OWNER. DIMENSIONING NOTES 1. THE DRAWINGS REF LECT GENERAL ARRANGEMENT, DESIGN AND EXTENT OF WORK, AND ARE NOT TO BE SCALED FOR MEASUREMENTS. THE DRAWINGS ARE PARTLY DIAGRAMMATIC AND ARE NOT INTENDED TO BE AN EXACT REPRESENTATION OF FIELD CONDITIONS OR TO SERVE AS T HE CONTRACTOR'S SHOP DRAWINGS. 2. DO NOT SCALE DRAWINGS. WRITTEN DIMENSIONS TAKE PRECEDENCE. DIMENSIONS SHALL GOVERN AND LARGE SCALE DETAILS SHALL GOVERN OVER SMALLER SCALE DRAWINGS. 3. "EXISTING", "(+/-)", "SIZE TO FIT", F.V. AND SIMILAR PHRASES REQUIRE THE CONTRACTOR TO VERIFY AND COORDINATE DIMENSIONS AND CONDITIONS INDICATED IN THE DRAWINGS WITH THE ACTUAL FIELD CONDITIONS. DISCREPANCIES SHALL BE REPORTED TO THE ARCHITECT FOR DIRECTION ON HOW TO PROCEED. 4.U.O.N., DIMENSIONS ARE SHOWN TO CENTERLINE OF COLUMNS, TO FACE OF CONCRET E, OR TO F ACE OF FINISH OF EXTERIOR AND INTERIOR PARTITION. ALL CEILING HEIGHTS INDICATED ARE FROM FINISH OF FLOOR TO FINISH OF CEILING. 5. DOORS NOT DIMENSIONED AND SHOWN JAMB TIGHT SHALL BE SET 4" FROM PERPENDICULAR WALL TO OUTER EDGE OF DOOR JAMB. 6.U.N.O., RECEPTACLES APPEARING NEXT TO EACH OTHER ON THE PLAN BUT NOT DIMENSIONED SHALL BE EIGHT (8") APART AS MEASURED FROM CENTERLINE TO CENTERLINE. 7. UNLESS OTHERWISE NOTED, RECEPTACLES SHALL BE FIFTEEN (15") INCHES IN HEIGHT ABOVE THE FINISHED FLOOR (AS MEASURED FROM THE RECEPTACLE CENTERLINE TO THE F LOOR DAT UM) 8.U.N.O., ADJACENT COVERPLATES WITH DIFFERING SIZES SHALL BE CONFIGURED SO THAT T HE TOPS ALIGN AS F OLLOWS: 9.WHEN ADJACENT COVERPLATES ARE THE SAME SIZE, THE CONFIGURATIONS SHALL BE AS FOLLOWS: 10.U.O.N. CEILING FIXTURES AND EQUIPMENT ARE TO BE CENTERED ON CEILING TILES WHEN IN LAY-IN CEILINGS. 11.U.O.N. LIGHT FIXTURES ON HARD SURFACE CEILINGS SHALL BE CENTER IN THE ROOM. 12.U.O.N. SCONCE LIGHTING AT PLUMBING FIXTURES SHALL BE CENTER ON THE FIXTURE. 13.ALL UNDERCABINET TASK LIGHTING SHALL BE INSTALLED AS CLOSE AS POSSIBLE TO THE BACK WALL AND CENTERED BELOW THE CABINETS. 14. WALLS NOT DIMENSIONED SHALL ALIGN WITH EXISTING WALLS OR BE ABUTTED OR APPLIED TO EXISTING WALLS PER DRAWINGS. CONTRACTOR'S RESPONSIBILITY 1.CONTRACTOR SHALL CONTACT THE OWNER 48 HOURS IN ADVANCE OF ANY RESTRICTION OF OWNER ACCESS OR UTILITY OUTAGES. AUTHORIZATION FROM OWNER TO BE RECEIVED IN WRITING. 2.IN THE EVENT THE UTILIT Y SERVICE IS INTERRUPTED WITHOUT THE REQUIRED 48 HOURS NOT ICE, THEN T HE CONTRACTOR SHALL BE FINANCIALLY LIABLE F OR ALL DAMAGES SUFFERED BY THE OWNER DUE TO T HE UNAUTHORIZED INTERRUPTION. RECONNECTION SHALL BE MADE IMMEDIATELY. 3.CONTRACTOR SHALL VISIT THE SITE TO AS TO FAMILIARIZE WITH EXISTING CONDITIONS AND SATISFY THEMSELVES TO T HE NATURE AND SCOPE OF THE WORK. SUBMISSIONS OF PROPOSALS SHALL BE CONSTRUED AS EVIDENCE THAT SUCH EXAMINATION HAS BEEN MADE AND LATER CLAIMS FOR LABOR, EQUIPMENT OR MAT ERIALS REQUIRED, OR FOR DIFFICULTIES ENCOUNTERED WHICH COULD HAVE BEEN FORESEEN WITH SUCH EXAMINATION WILL NOT BE RECOGNIZED. 4.CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS PRIOR TO BEGINNING WORK. AT ANY TIME SHOULD CONDITIONS ARISE WHEREIN THE INTENT OF T HE DRAWINGS IS IN DOUBT OR WHERE THERE IS A DISCREPANCY BETWEEN THE DRAWINGS AND FIELD CONDITIONS THE ARCHITECT SHALL BE NOTIFIED IMMEDIATELY IN WRITING FOR CLARIFICATION. 5.THESE DRAWINGS DO NOT INCLUDE NECESSARY COMPONENTS FOR CONSTRUCTION SAF ETY. SAFETY OF ALL PARTIES PRESENT ON THE JOB SITE IS SOLELY THE CONTRACTOR'S RESPONSIBILITY. 6.THE CONTRACTOR SHALL HAVE FULL RESPONSIBILITY AND CHARGE OF AND SHALL BE RESPONSIBLE FOR CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES, FOR SAFETY PRECAUTIONS AND PROGRAMS IN CONNECTION WITH THE WORK, FOR THE ACTS OR OMISSIONS OF THE CONTRACTOR, SUBCONTRACTOR OR ANY OTHER PERSONS PERFORMING ANY WORK IN ACCORDANCE WITH THE CONTRACT DOCUMENTS. 7.PROVIDE CONTINUOUS INSPECTION IN ACCORDANCE WITH THE BUILDING CODE FOR REINFORCED CONCRETE. PLACEMENT OF REINFORCING STEEL, STRUCTURAL STEEL, WELDING, STRUCTURAL MASONRY, FIELD WELDING AND HIGH STRENGTH BOLTS. 8.CONTRACTOR TO SCHEDULE CONSTRUCTION ACTIVITIES TO HAVE THE LEAST IMPACT ON EXISTING FUNCTIONS, CONTAIN ACTIVITIES SUCH AS THE USE OF JACKHAMMERS SHALL BE SCHEDULED AT SPECIAL TIMES. CONTACT THE DESIGNATED NOISE DISTURBANCE COORDINATOR FOR SCHEDULING OF ALL ACTIVITIES. 9.CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTION OF EXISTING HVAC FILT ERS WITHIN AREAOF WORK. 10.CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF AND WHERE REQUIRED BY THE OSHPD FIRE MARSHAL, THE OPERATIONAL MAINTENANCE OF FIRE LIFE SAFETY DEVICES WITHIN THE AREA OF WORK. EXISTING CONDITIONS 1.U.N.O. SURFACES ADJOINING AREAS OF DEMOLIT IONS AND/OR NEW WORK SHALL BE PATCHED AND REFINISHED AS REQUIRED TO MATCH ADJACENT SURFACES IN ALL ASPECTS, INCLUDING FINISH MATERIAL, COLOR, TEXTURE, FIRE RATING AND SUBSTRATE. 2.PATCH SURFACES WHERE AFFECTED BY INSTALLATION OF NEW MECHANICAL, ELECTRICAL AND STRUCTURAL IT EMS. MATCH EXISTING ADJACENT SURFACES AND FINISHES EXCEPT WHERE OTHERWISE NOT ED OR INDICATED. 3.WHERE NEW WALL OR CEILING CONTINUES EXISTING WALL OR CEILING, ALIGN VISIBLE NEW SURFACE WITH EXISTING. ADJUST AND STAGGER STUDS IF REQUIRED TO ALIGN STUDS IF REQUIRED TO ALIGN FACE OF WALLS. 4.THE CONTRACTOR SHALL SUPERVISE ALL CUTT ING, PATCHING, REPAIRING, RESTORING, AND ANY NECESSARY ACTION TO COMPLETE THE WORK. THE CONTRACTOR SHALL REST ORE AND MATCH ANY DAMAGED WORK TO THE ORIGINAL CONDITION TO T HE ARCHITECT'S SATISFACTION. 5.EXISTING CONDITIONS AND OPERATIONS SHALL BE DOCUMENTED PRIOR TO INIT IATION OF RENOVAT ION AND/ OR NEW CONSTRUCTION PROJECTS. THIS SHALL INCLUDE DOCUMENTATION OF EXISTING MECHANICAL/ELECTRICAL/ STRUCTURAL CAPACITIES AND QUANTITIES. DOCUMENTATION OF EXISTING CONDITIONS SHOULD INCLUDE THE FOLLOWING: A. FIRE SUPPRESSION, DETECTION, AND ALARM SYSTEMS B. VARIOUS COMMUNICATIONS SYSTEMS (INCLUDING TELEPHONE, NURSE CALL, OVERHEAD PAGING, TELEMETRY, DICTATION, ELECTRONIC IMAGING) VARIOUS PLUMBING SYSTEMS (INCLUDING DOMESTIC WATER, TREATED WATER, WASTEWATER, PNEUMATIC TUBE, PNEUMATIC CONTROLS, MEDICAL GASES/ VACUUM) C. EXISTING AIRFLOW OF AFFECTED AREAS D. MAIN ELECTRICAL SERVICE AND ELECTRICAL SERVICE AFFECTED BY CONSTRUCTION (INCLUDING RATING AND ACTUAL LOAD/PEAK AND FEEDER SIZES AS APPLICABLE AND POWER FACTOR) E. EMERGENCY POWER SYSTEM (INCLUDING RATING AND ACTUAL LOAD/PEAK AND FEEDER SIZES, AS APPLICALE, FOR LIFE SAFETY, EMERGENCY/CRITICAL, AND EQUIPMENT BRANCHES) DEMOLITION 1.CONTRACTOR SHALL VERIFY THE LOCAT ION OF ALL EXISTING UTILITIES PRIOR TO COMMENCING CONSTRUCTION AND SHALL TAKE STEPS TO PROTECT SUBJECT UTILITIES, PERSONNEL AND PROPERTY AGAINST DAMAGE OR INJURY. 2.CONTRACTOR SHALL VERIFY LOCATION OF ALL REINFORCING STEEL AND CONDUIT IN EXISTING CONCRETE SLABS AND AVOID SAME. CONTRACTOR SHALL PREPARE SHOP DRAWINGS FOR REVIEW BY THE ARCHITECT AND/OR SEOR PRIOR TO PROCEEDING WITH CORE OR SAW-CUTTING. 3.ALL REMOVED F IXTURES, EQUIPMENT , ACCESSORIES AND DOORS SHALL BE SALVAGED TO THE OWNER. ITEMS NOT WANTED BY OWNER SHALL BE DISCARDED OFF -SITE BY THE CONTRACTOR. 4.TEMPORARY STORAGE OF EQUIPMENT SHALL BE PROT ECTED FROM VANDALISM. STORE IN A LOCATION THAT IS ACCEPTABLE TO THE OWNER. 5.PROTECT ALL ADJACENT AREAS FROM DUST, FUMES, SMOKE, WATER, WEATHER AND NOISE. 6.PROTECT ALL ADJACENT BUILDING COMPONENTS -FINISHES AND EQUIPMENT. SHOULD DAMAGE OCCUR, REPAINT, PATCH OR REPLACE AT NO ADDITIONAL COST T O THE OWNER. 7.THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONTINUOUS CLEAN UP OF THE SITE OF ALL DEBRIS WHETHER CREATED BY THE CONTRACTOR'S WORK OR THE FAILURE OF THE CONTRACTOR'S SUB-CONTRACTORS TO CLEAN UP AFTER THEIR WORK. 8.ALL ABANDONED PLUMBING LINES, ELECTRICAL CONDUIT OR BOXES, A/C DUCTS OR DIFFUSERS AND TELEPHONE CABLES WILL BE REMOVED BACK TO CLOSEST FEEDER POINT. 9.DO NOT CUT, DRILL, NOTCH, CORE, ALTER, OR DAMAGE STRUCTURAL ELEMENTS OR F RAMING UNLESS SPECIFICALLY DETAILED ON APPROVED PLANS OR ACCEPTED BY THE SEOR/AOR. FIRE AND LIFE SAFETY MEASURES 1.REQUIRED MEANS OF EGRESS SHALL BE MAINTAINED DURING CONST RUCTION AND DEMOLIT ION AT ALL TIMES. 2.TEMPORARY EXITING SHALL BE APPROVED BY THE LOCAL FIRE AUTHORITY. (CFC -2022, SECTION 3312.2) 3.PROVIDE FIRE EXTINGUISHERS AS REQUIRED BY THE LOCAL F IRE AUTHORITY. 4.CONTRACTOR SHALL PROVIDE PROPER FIRE STOPPING AT EXISTING OR NEW FLOOR AND WALL PENETRATIONS FOR MECHANICAL, PLUMBING, ELECTRICAL AND F IRE SPRINKLER LINES AS REQUIRED PER THE APPROPRIATE UL DESIGN LISTING NUMBER. 5.FIRE PROT ECTION SYSTEM SHALL BE MAINTAINED OPERATIONAL AT ALL TIMES DURING ALTERATION. 6.SMOKE DET ECTORS SHALL BE COVERED OR REMOVE DURING ALTERAT ION WHEN REQUIRED BY THE LOCAL FIRE AUTHORITY, COVERINGS PLACED ON OR OVER FIRE PROTECTION DEVICES TO PROTECT THEM FROM DAMAGE DURING CONSTRUCTION PROCESSES SHALL BE IMMEDIATELY REMOVED UPON THE COMPLETION OF THE CONSTRUCTION PROCESSES IN THE ROOM OR AREA IN WHICH T HE DEVICES ARE INSTALLED. (CFC -2022, SECTION 3308.9) 7.FIRE RESISTIVE RATED CONST RUCTION SHALL BE MAINTAINED AT ALL TIMES DURING CONSTRUCTION. (CFC -2022, SECTION 703.1) 8.CUTT ING AND WELDING OPERATION SHALL BE IN ACCORDANCE WITH CHAPTER 35 OF THE FIRE CODE. (CFC -2022, SECTION 3305.6) NONCONFORMING CONDITIONS IN T HE EVENT THAT AN EXISTING NONCONFORMING CONDITION IS DISCOVERED DURING THE COURSE OF CONSTRUCTION, THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE OWNER AND ARCHITECT. THE ARCHITECT AND THE IOR WILL WORK WITH THE LOCAL FIRE AUTHORITY TO DETERMINE THE NECESSARY COURSE OF ACTION WITH REGARD TO THE EXISTING ELEMENT. TEMPORARY CONSTRUCTION 1.CONTRACTOR SHALL ARRANGE FOR, IN ADVANCE WITH THE OWNER, CONSTRUCTION STORAGE AND ST AGING AREAS NECESSARY TO COMPLETE THE WORK. ALL STORAGE AND STAGING AREAS SHALL BE RETURNED TO THE OWNER IN LIKE ORIGINAL CONDITION. 2.THE CONTRACTOR SHALL PROVIDE ADEQUATE MEANS TO PROTECT FINISHED PARTS OF THE MATERIALS AND EQUIPMENT AGAINST DAMAGE FROM ANY CAUSE DURING THE PROGRESS OF THE WORK AND UNTIL ACCEPTANCE BY THE OWNER. 3.CONTRACTOR SHALL MAKE EVERY EFFORT TO MAINTAIN A CLEAN WORK PLACE. DUST PALLIATION AND PREVENTION OF DUST CONTAMINATION OF NON-WORK SPACES WILL BE THE RESPONSIBILITY OF T HE CONTRACTOR ON AN ON GOING, DAILY BASIS. THE CONTRACTOR SHALL DEVELOP A SCHEDULE OF CONST RUCTION WHICH INCLUDES THE NECESSARY ACTIONS TO MAINTAIN THE OPERATION OF THE TENANTS DURING THE CONSTRUCTION PROCESS. 4.CONTRACTOR SHALL MAKE NECESSARY CONNECTIONS TO EXISTING UTILIT IES F OR TEMPORARY POWER AND WATER SUPPLIES, AND SHALL COORDINATE SUCH USE WITH THE OWNER PRIOR TO CONNECTION. 15" MIN. 15" MIN. 8" ALIGN ALIGN COVER PLATE FLOOR DATUM ALIGN ALIGN FLOOR DATUM COVER PLATE FACILITY NAME:HARBOR MACARTHUR MEDICAL OFFICE BUILDING FACILITY ADDRESS:3401 S. HARBOR BLVD. SANTA ANA, CA 92704 PROJECT NAME:SOCC 2022 R HBM 1ST FLR KPOJ REMODEL CONSTRUCTION INF ORMATION CONSTRUCTION TYPE:II-B MAIN OCCUPANCY:B (MEDICAL OFFICE BUILDING) YEAR OF CONSTRUCTION:PHASE I: 2000, PHASE II, PHASE III: 2002 FIRE EXTINGUISHING SYSTEM:FULLY SPRINKLERED NUMBER OF STORIES:3 AREA LIMITATIONS:UNLIMITED REMODEL INFORMATION REMODEL FLOOR:1ST FLR REMODEL USE/OCCUPANCY:B (OFFICES) TOTAL REMODEL AREA:2195 SF PROJECT SCOPE: THE PROJECT INCLUDES THE REMODEL OF AN EXISTING OFFICE SPACE INTO A NEW A CLINIC SPACE FOR THE KPOJ DEPARTMENT. THE REMODEL WILL INCLUDE AN OFFICE AREA FOR 4 PROVIDERS, CLINICAL AREA WITH 4 EXAM ROOMS, 1 MED PREP, 1 PATIENT TOILET, 1 AUDIOLOGY TESTING ROOM, 1 ULT RASOUND ROOM, AND 4 STAFF STATIONS. GENERAL PROVISIONS 1.ALL WORK SHALL CONFORM TO THE CURRENT EDITIONS OF NATIONAL, STATE AND LOCAL CODES, AND OTHER REGULAT ORY AGENCIES WHICH HAVE AUTHORITY OVER ANY PORTION OF THE WORK. ALL CONTRACTORS AND SUBCONTRACTORS PERFORMING GENERAL CONSTRUCTION, MECHANICAL, ELECTRICAL, PLUMBING, OR RELATED WORK SHALL COMPLY WITH APPLICABLE SECTIONS OF THE CODES THAT HAVE JURISDICTION, INCLUDING BUT NOT LIMITED TO: 2022 CALIFORNIA ADMINISTRATIVE CODE (CAC) CALIFORNIA CODE OF REGULATIONS I TITLE 24, PART 1 2022 CALIFORNIA BUILDING CODE (CBC) CALIFORNIA CODE OF REGULATIONS (CCR) TITLE 24, PART 2 (BASED ON THE 2018 INTERNATIONAL BUILDING CODE) 2022 CALIFORNIA ELECTRICAL CODE (CEC) CALIFORNIA CODE OF REGULATIONS (CCR) TITLE 24, PART 3 (BASED ON THE 2017 NAT IONAL ELECTRICAL CODE) 2022 CALIFORNIA MECHANICAL CODE (CMC) CALIFORNIA CODE OF REGULATIONS (CCR) TITLE 24, PART 4 (BASED ON THE 2018 UNIF ORM MECHANICAL CODE) 2022 CALIFORNIA PLUMBING CODE (CPC) CALIFORNIA CODE OF REGULATIONS (CCR) TITLE 24, PART 5 (BASED ON THE 2018 UNIF ORM PLUMBING CODE) 2022 CALIFORNIA FIRE CODE (CFC) CALIFORNIA CODE OF REGULATIONS (CCR) TITLE 24, PART 9 (BASED O THE 2018 INTERNATIONAL FIRE CODE) 2022 CALIFORNIA GREEN BUILDING STANDARDS CODE (CALGREEN CODE) CALIFORNIA CODE OF REGULATIONS (CCR) TITLE 24, PART 11 TITLE 19, CALIFORNIA CODE OF REGULATIONS (CCR) DIVISION 1, STATE F IRE MARSHAL REGULATIONS 2022 CALIFORNIA BUILDING CODE CHAPTER 35 REFERENCE STANDARDS NFPA 13-22: STANDARD FOR THE INSTALLATION OF SPRINKLER SYSTEMS NFPA 72-22: NAT IONAL F IRE ALARM AND SIGNAL CODE WIT H CALIFORNIA AMENDMENTS 2.ALL WORK AND MATERIALS SHALL BE IN F ULL ACCORDANCE WITH THE REQUIREMENTS OF THESE CODES AND ALL APPLICABLE LOCAL ORDINANCES. WHERE CONTRACT DOCUMENTS EXCEED SUCH REQUIREMENTS, WITHOUT VIOLATING SUCH CODES, REGULATIONS AND ORDINANCES, CONTRACT DOCUMENTS TAKE PRECEDENCE. WHERE CODES CONFLICT, THE MORE STRINGENT SHALL APPLY. INFECTION CONTROL RISK ASSESSMENT (ICRA) THE INFECTION CONTROL RISK ASSESSMENT IS A MULT IDISCIPLINARY, DOCUMENTED ASSESSMENT PROCESS INTENDED TO PROACTIVELY IDENTIFY AND MITIGATE RISKS FROM INFECTION THAT COULD OCCUR DURING CONSTRUCTION ACTIVITIES. THIS PROCESS IDENTIFIES AND TAKES INTO ACCOUNT THE PATIENT POPULATION AT RISK, THE NATURE AND SCOPE OF THE PROJECT, AND THE FUNCTIONAL PROGRAM OF THE HEALTH CARE FACILITY. THE ICRA DETERMINES THE POTENTIAL RISK OF TRANSMISSION OF VARIOUS AIR-AND WATERBORNE BIOLOGICAL CONTAMINANTS IN THE FACILITY. ICRA TIMING AN ICRA SHALL BE CONDUCTED BEFORE CONSTRUCTION BEGINS, AND CONTINUE THROUGH PROJECT CONSTRUCTION AND COMMIS SIONING. ICRA TEAM AT MINIMUM, AN ICRA SHALL BE CONDUCTED BY A TEAM WITH EXPERTISE IN INFECTION PREVENTION AND CONTROL, DIRECT PATIENT CARE (CLINICAL USE OF RELEVANT AREAS), FACIL- ITY DESIGN, CONSTRUCTION, AND HVAC AND PLUMBING SYSTEMS WHEN THESE SYSTEMS ARE INVOLVED. THE SCOPE AND NATURE OF THE PROJECT SHALL DICTATE OTHERS TO BE INVOLVED. ICRA CONSIDERATIONS THE ICRA SHALL ADDRESS, BUT NOT BE LIMITED TO COVER ING, THE FOLLOWING: • NUMBER, LOCATION, AND TYPE OF AIRBORNE INFECTION ISOLATION AND PROT ECTIVE ENVIRONMENT ROOMS. • NUMBER, LOCAT ION, AND TYPE OF PLUMBED HAND-WASHING STATIONS, HAND SANITATION DISPENSERS, AND EMERGENCY FIRST -AID EQUIPMENT (EYEWASH STATIONS AND DELUGE SHOWERS). (1) T HE NUMBER AND LOCATION OF HAND-WASHING STATIONS AND HAND SANITATION DISPENSERS SHALL BE DETERMINED BY THE FUNCTIONAL PROGRAM AND THE ICRA. (2) HAND-WASHING STATIONS SHALL BE CONVENIENT AND ACCESSIBLE FOR HEALTH CARE PERSONNEL AND OTHER USERS. • SPECIAL HVAC NEEDS TO MEET THE FUNC TIONAL PROGRAM AND ACCOMMODATE T HE SERVICES (E.G., SURGICAL SERVICES, AIRBORNE INFECTION ISOLATION AND PRO- TECTIVE ENVIRONMENT ROOMS, LABORATORIES, PHARMACIES, LOCAL EXHAUST SYSTEMS FOR HAZARDOUS AGENTS, AND OTHER SPECIAL AREAS) INCLUDED IN OR AFF ECTED BY THE PROJECT • WATER SYSTEMS TO LIMIT LEGIONELLA SP. AND WATERBORNE OPPORTUNISTIC PATHOGENS WHEN CONDUCTING THE ICRA AND DEVELOPING THE INFEC TION CONTROL RISK MITIGATION REQUIREMENTS FOR BUILDING AND SITE AREAS ANTICIPATED T O BE AFFECTED BY CONSTRUC- TION, THE FOLLOWING SHALL BE ADDRESSED: • THE IMPACT OF DISRUPTING ESSENTIAL SERVICES TO PATIENTS AND EMPLOYEES • DET ERMINATION OF THE SPECIFIC HAZARDS AND PROTECTION LEVELS FOR EACH DESIGNATED AREA • LOCATION OF PATIENTS ACCORDING TO THEIR SUSCEPTIBILITY TO INFECTION AND THE DEFINITION OF RISKS TO EACH • IMPACT OF MOVEMENT OF DEBRIS, TRAFFIC FLOW, SPILL CLEANUP, AND TESTING AND CERTIFICATION OF INSTALLED SYSTEMS • ASSESSMENT OF EXTERNAL AS WELL AS INTERNAL CONSTRUCTION ACTIVITIES • LOCATION OF KNOWN HAZARDS ICRA DOCUMENTATION THIS WRITTEN RECORD SHALL REMAIN AN ACTIVE PART OF THE PROJECT DOCUMENT S FOR THE DURATION OF THE CONSTRUCTION PROJECT AND THROUGH COMMISSIONING. ICRMRS THESE WRITTEN PLANS SHALL DESCRIBE THE SPECIFIC METHODS BY WHICH TRANSMISSION OF AIR-AND WATERBORNE BIOLOGICAL CONTAMINANTS WILL BE AVOIDED DURING CONST RUCTION AS WELL AS DURING COMMISSIONING, WHEN HVAC AND PLUMBING SYSTEMS AND EQUIPMENT (E.G., ICE MACHINES, STEAM STERILIZATION SYSTEMS) ARE STARTED/RESTARTED. MONITORING PL AN AND PROCEDURES (1) THE OWNER SHALL PROVIDE MONITORING PLANS FOR EFFECTIVE APPLICATION OF ICRMRS DURING T HE COURSE OF THE PROJECT. (2) PROVISIONS FOR MONITORING SHALL INCLUDE WRITTEN PROCEDURES FOR EMERGENCY SUSPENSION OF WORK AND PROTECTIVE MEASURES INDICATING THE RESPONSIBILITIES AND LIMITAT IONS OF EACH PARTY (OWNER, DESIGNER, CONTRACTOR, AND MONITOR). • RESPONSIBILITIES OF PERSONS AND GROUPS FOR PROCEDURES AND ACTIVITIES TO BE PERFORMED TO MITIGATE RISK SHOULD BE INCLUDED IN INFECTION CONTROL RISK MITIGATION PLANS TO ENSURE THE PROPER ACTIONS ARE TAKEN AT THE PROPER TIME. • MONITORING EF FORTS WILL BE DETERMINED BY THE OWNER AND MAY BE CONDUCTED BY THE OWNER’S INFECTION PREVENTIONIST(S), EPIDEMIOLOGIST, CONSTRUCTION COORDINATORS, AND/OR SAFETY STAFF OR BY INDEPENDENT OUTSIDE CONSULTANTS. COMMUNICATION (1) UPDATES ON ICRA COMPLIANCE SHALL BE PROVIDED BY T HE ICRA TEAM. (2) CHANGES TO THE ORIGINAL DESIGN PLANS SHALL BE DOCUMENTED, UPDATED, AND CONTINUOUSLY SHARED BETWEEN THE ICRA TEAM AND THE DESIGNERS/ ARCHITECTS/PLANNERS, OWNER, AND CONTRACTOR. INFECTION CONTROL RISK MITIGATION RECOMMENDATIONS INFECTION CONT ROL RISK MITIGATION RECOMMENDAT IONS (ICRMRS) SHALL BE PREPARED BY THE ICRA TEAM AND SHALL, AT MINIMUM, ADDRESS THE F OLLOWING: 1. PATIENT PLACEMENT AND RELOCATION • STANDARDS FOR BARRIERS AND OTHER PROTECTIVE MEASURES REQUIRED TO PROTECT ADJACENT AREAS AND SUSCEPTIBLE PATIENTS FROM AIRBORNE CONTAMINANTS • TEMPORARY PROVISIONS OR PHASING FOR CONSTRUCTION OR MODIFICATION OF HVAC AND WATER SUPPLY SYSTEMS • PROTECTION FROM DEMOLITION • MEASURES TO BE TAKEN TO TRAIN HOSPITAL STAFF, VISITORS, AND CONSTRUCTION PERSONNEL • THE IMPACT OF POTENTIAL UTILITY OUTAGES OR EMERGENCIES, INCLUDING PROTECTION OF PATIENTS DURING PLANNED AND UNPLANNED UTILITY OUTAGES. SPECIFIC HAZARDS THAT ARE LIKELY IN THE EVENT OF DIFFERENT TYPES OF ESSENTIAL SERVICE DISRUPTIONS SHOULD BE PROACTIVELY DETERMINED. A PLAN SHOULD BE DEVELOPED TO ENSURE CONTINUED PROVISION OF SERVICE IN THE EVENT OF PLANNED AND UNPLANNED DISRUPTIONS. • THE IMPACT OF MOVEMENT OF DEBRIS, TRAFFIC FLOW, CLEANUP, ELEVATOR USE FOR CONSTRUCTION MATERIALS AND CONSTRUCTION WORKERS, AND CONSTRUCTION WORKER ROUTES 2. VENTILATION OF THE CONSTRUCTION ZONE • AIRFLOW INTO THE CONSTRUCTION ZONE FROM OCCUPIED SPACES SHOULD BE MAINTAINED BY MEANS OF A DEDICATED VENTILATION/EXHAUST SYSTEM FOR THE CONSTRUCTION AREA. ENSURE PROPER OPERATION OF THE AIR -HANDLING SYSTEM IN THE AFFECTED AREA AFTER ERECTION OF BARRIERS AND BEFORE THE ROOM OR AREA IS SET TO NEGATIVE PRESSURE • LOCATIONS OF EXHAUST DISCHARGE RELATIVE TO EXISTING FRESH AIR INTAKES AND FILTERS, AS WELL AS THE DISCONNECTION AND SEALING OF EXISTING AIR DUCTS, SHOULD BE REVIEWED AS REQUIRED BY THE ICRA. • IF THE EXISTING BUILDING SYSTEM OR A PORTION THEREOF IS USED TO ACHIEVE THIS REQUIREMENT, THE SYSTEM SHOULD BE THOROUGHLY CLEANED PRIOR TO OCCUPANCY OF THE CONSTRUCTION AREA. • HOSPITAL CONSTRUCTION BARRIERS FOR PROJECTS IN HIGH-RISK AREAS SHOULD BE MAINTAINED AT A PRESSURE DIFFERENTIAL OF AT LEAST 0.03 INCH WATER GAUGE (7.0 PASCALS), WIT H AIRFLOW FROM HOSPITAL CLEAN AREAS TO CONSTRUCTION DIRTY AREAS. CONSTRUCTION BARRIERS IN HIGH-RISK AREAS SHOULD HAVE VISUAL DISPLAY OF AIRFLOW DIRECTION. (HIGH -RISK AREAS INCLUDE CRITICAL CARE UNITS, EMERGENCY ROOMS, LABOR AND DELIVERY FACILITIES, NEWBORN NURSER IES, OUT PATIENT SURGERY FACILITIES, AREAS SERVING PEDIATRIC PATIENTS, PHARMACIES, SURGICAL UNITS, POST-ANESTHETIC CARE UNITS, AREAS SERVING IMMUNOCOMPROMISED PATIENTS, BURN UNITS, CARDIAC CATHETERIZATION LABS, CENTRAL STERILE SUPPLY, AIRBORNE INFECTION ISOLATION ROOMS, PROTECTIVE ENVIRONMENT ROOMS, ONCOLOGY UNITS, OPERAT ING ROOMS, AND CESAREAN DELIVERY ROOMS.) MONITOR BARRIERS AND ENSURE INTEGRITY OF THE CONSTRUCTION BARRIERS; REPAIR GAPS OR BREAKS IN BARRIER JOINTS 3. DISASTER PLANS FOR WATER SUPPLY AND VENTILATION EMERGENCIES • THE OWNER SHOULD PROVIDE A WRITTEN PLAN FOR WHAT WILL HAPPEN IN THE EVENT OF A WATER OUTAGE. THIS SHOULD INCLUDE WHERE SUPPLIES ARE, WHO IS RESPONSIBLE FOR WHAT, AND WHO IS TO BE NOTIFIED. • THE OWNER SHOULD PROVIDE A WRITTEN PLAN FOR WHAT WILL HAPPEN IN THE EVENT OF AN AIR SHUTDOWN. THIS SHOULD INCLUDE WHO IS RESPONSIBLE FOR WHAT AND WHO IS TO BE NOTIF IED. • THE OWNER SHOULD PROVIDE A WRITTEN PLAN FOR WHAT WILL HAPPEN IN THE EVENT OF A WATER LEAK. T HIS SHOULD INCLUDE WHO IS TO BE NOTIFIED. 4. CONSTRUCTION WORK ZONE PROTECTION • CONSTRUCTION MATERIALS SHOULD BE KEPT CLEAN AND DRY, AS APPROPRIATE. • DUCTWORK SHOULD BE KEPT CAPPED/CLEAN DURING DEMOLITION AND DUST- GENERATING CONSTRUCTION. • DRYWALL INSTALLATION SHOULD NOT PROCEED UNTIL EXTERIOR PROTECTION AGAINST RAIN DAMAGE HAS BEEN INSTALLED. • CONSTRUCT BARRIERS TO PREVENT DUST FROM CONSTRUCTION AREAS FROM ENTERING PATIENT-CARE AREAS; ENSURE THAT BARRIERS ARE IMPERMEABLE TO FUNGAL SPORES AND IN COMPLIANCE WITH LOCAL FIRE CODES • SEAL OFF AND BLOCK RETURN AIR VENTS IF RIGID BARRIERS ARE USED FOR CONTAINMENT • IMPLEMENT DUST-CONTROL MEASURES ON SURFACES AND DIVERT PEDESTRIAN TRAFFIC AWAY FROM WORK ZONES. • CLEAN WORK ZONES AND THEIR ENTRANCES DAILY BY 1) WET-WIPING TOOLS AND TOOL CARTS BEFORE THEIR REMOVAL FROM THE WORK ZONE 2) PLACING MATS WITH TACKY SURFACES INSIDE THE ENTRANCE 3) COVERING DEBRIS AND SECURING THIS COVERING BEFORE REMOVING DEBRIS FROM THE WORK ZONE • IN PATIENT -CARE AREAS, FOR MAJOR REPAIRS THAT INCLUDE REMOVAL OF CEILING TILES AND DISRUPTION OF THE SPACE ABOVE THE FALSE CEILING, USE PLASTIC SHEETS OR PREFABRICATED PLASTIC UNITS TO CONTAIN DUST; USE A NEGATIVE PRESSURE SYSTEM WITHIN THIS ENCLOSURE TO REMOVE DUST; AND EITHER PASS AIR THROUGH AN INDUSTRIAL-GRADE, PORTABLE HEPA FILTER CAPABLE OF F ILTRATION RATES OF 300 -800 FT3/MIN., OR EXHAUST AIR DIRECTLY TO T HE OUTSIDE • UPON COMPLETION OF THE PROJECT, CLEAN THE WORK ZONE ACCORDING TO FACILITY PROCEDURES, AND INSTALL BARRIER CURTAINS TO CONTAIN DUST AND DEBRIS BEFORE REMOVING RIGID BARRIERS. FLUSH THE WATER SYSTEM TO CLEAR SEDIMENT FROM PIPES TO MINIMIZE WATERBORNE MICROORGANISM PROLIFERATION. RESTORE APPROPRIATE ACH, HUMIDITY, AND PRESSURE DIFFERENTIAL; CLEAN OR REPLACE AIR FILTERS; DISPOSE OF SPENT FILTERS 5. PROVIDE CONSTRUCTION CREWS WITH • DESIGNATED ENTRANCES, CORRIDORS, AND ELEVATORS WHEREVER PRACTICAL • ESSENTIAL SERVICES (E.G., TOILET FACILIT IES) AND CONVENIENCE SERVICES (E.G., VENDING MACHINES) • PROTECTIVE CLOTHING (E.G., COVERALLS, FOOTGEAR, AND HEADGEAR) F OR TRAVEL TO PATIENT -CARE AREAS • A SPACE OR ANTEROOM F OR CHANGING CLOTHING AND STORING EQUIPMENT CONTRACTOR SHALL PREPARE SUBMITTAL DOCUMENTS FOR DEFERRED SUBMITTAL ITEMS AND SUBMIT TO THE ARCHITECT OR ENGINEER FOR REVIEW PRIOR T O SUBMITTAL TO THE AGENCY HAVING JURISDICTION (AHJ) FOR APPROVAL. INSTALLATION OF DEFERRED APPROVAL SHALL NOT BE STARTED UNTIL DOCUMENTS HAVE BEEN REVIEWED BY THE ARCHIT ECT OR ENGINEER AND APPROVED BY AHJ. DEF ERRED IT EMS ARE TO BE COMPLETELY INSTALLED PRIOR TO OCCUPANCY OF BUILDING(S) AND/OR AREAS AFFECTED BY THE DEFERRED WORK. DEF ERRED APPROVALS: 1. FIRE ALARM DESIGN -REWORK EXISTING SYSTEM TO CONFORM TO NEW SPACE CONFIGURATION. ADD DEVICES AS NECESSARY FOR NEW ROOMS. MATCH DEVICES TO MANUFACTURER OF CURRENT SYSTEM. 2. FIRE SPRINKLER DESIGN -REWORK EXISTING SYSTEM TO CONFORM TO NEW SPACE CONFIGURATION. RELOCATE HEADS TO COVER THE AREAS AS NEEDED. BRANCH MODIFICATIONS ONLY, ALL MAIN LINES ARE EXISTING TO REMAIN. MATCH TYPE, STYLE, AND FINISH OF EXISTING SPRINKLER HEADS. 3. NURSE CALL DESIGN R No.No.No.No. FFFF LLLLIIIICCCCEEEENNNNSSSSEEEE SSSSTTTTAAAATTTTEEEE DDDD OOOO AAAA RRRRCCCCHHHHIIIITTTTEEEECCCCTTTT CCCC AAAALLLL IIIIFFFFOOOORRRRNNNNIIIIAAAA SSSSTTTTEEEEPPPPHHHHEEEE WWWWHHHHIIIITTTTEEEE R ENEWAL R ENEWAL R ENEWAL R ENEWAL D AT EDATEDATEDATE CCCC----34829348293482934829 NNNN 08/31 /2708/31 /2708/31 /2708/31 /27 SHEET T ITLE PROJECT FACILITY FAC NO:BLDG NO:FLOOR LEV:SECTION: KP PROJ. NO. PERMIT NO. 555 W. Fifth Street Suite 2950 | Los Angeles, CA 90013 USA ARCHITECT CONSULTANT ARCHITECT SEAL CONSULTANT SEAL KAISER FOUNDATION HOSPITALS NATIONAL FACILITIES SERVICES 180 0 HARRISON STREET OAKLAND, CALIFORNIA 94612 NO.ISSUED DATE 0 5' 50' GRAPHIC SCALES: 1/16" = 1'-0" 0 25' 1/8" = 1'-0" 5' 0 12' 1/4" = 1'-0" 1' 0 6' 1/2" = 1'-0" 1' 0 2' 1-1/2" = 1'-0" 0 1' 3" = 1'-0" IF THIS SHEET IS NOT 30"x42", IT IS A REDUCED PRINT - SCALE ACCORDINGLY AGENCY APPLICATION NUMBER AGENCY APPROVAL STAMP THIS DOCUMENT IS THE PROPERTY OF THE OWNER AND IS NOT TO BE USED WITHOUT OWNER'S WRITTEN PERMISSION. HZ PROJ. NO. HISTORY LOG www.huitt-zollars.com Phone 310.820.4600 | Fax 310.207.4215 C:\Users\lrobinson\OneDrive - Huitt-Zollars, Inc\Documents\R314412.35 KP HBM KPOJ_A24_lrobinsonL2MDX.rvt 1/6/2026 2:42:31 PM SOCC 2022 R HBM 1st Fl KPOJ REMODEL G0-00 TITLE SHEET, GENERAL NOTES, PROJECT DATA, SITE PLAN CA394-1 -1 - CAP027721R314412.35 HARBOR/MacARTHUR MEDICAL OFF 3401 S. HARBOR BLVD. SANTA ANA, CALIFORNIA 92704 101125520, 20187249, 40140902 3401 S. HARBOR BLVD. SANTA ANA, CALIFORNIA 92704 KP NO.CAP027721 SOCC 2022 R HBM 1st Fl KPOJ REMODEL N/ASYMBOLS LEGEND 12 NTSVICINITY MAP 14 N/ADRAWING SET ORGANIZATION 21 N/APROJECT TEAM 11 01N/ASHEET INDEX N/AGENERAL NOTES 22 N/APROJECT SUMMARY 09 N/AAPPLICABLE CODES 08 N/AINFECTION CONTROL NOTES 16 GENERAL G0-00 TITLE SHEET, GENERAL NOTES, PROJECT DATA, SITE PLAN G0-01 SPECIFICATIONS G0-02 SPECIFICATIONS G0-03 SPECIFICATIONS G0-04 SPECIFICATIONS G0-05 SPECIFICATIONS G1-00 PLAN - SITE ACCESSIBLITY G1-10 PLAN - LIFE SAFETY - 1ST FLR G1-11 PLAN - BUILDING ACCESSIBILTY - 1ST FLR STRUCTURAL S0-01 GENERAL NOTES S1-11 PLAN - REMODEL OVERALL - 1ST FLR S1-13 PLAN - REMODEL ENLARGED - 1ST FLR - CLINICAL AREA S5-01 DETAILS ARCHITECTURAL A0-11 PLAN - DEMO OVERALL - 1ST FLR A0-12 PLAN - DEMO OVERALL RCP - 1ST FLR A0-13 PLAN - DEMO ENLARGED - 1ST FLR - CLINICAL AREA A0-14 PLAN - DEMO ENLARGED - 1ST FLR - PROVIDE ENCLAVE A0-15 PLAN - DEMO ENLARGED RCP - 1ST FLR - CLINICAL AREA A0-16 PLAN - DEMO ENLARGED RCP - 1ST FLR - PROVIDER ENCLAVE A1-11 PLAN - REMODEL OVERALL - 1ST FLR A1-12 PLAN - REMODEL OVERALL RCP - 1ST FLR A1-13 PLAN - REMODEL ENLARGED - 1ST FLR - CLINICAL AREA A1-14 PLAN - REMODEL ENLARGED - 1ST FLR - PROVIDER ENCLAVE A1-15 PLAN - REMODEL ENLARGED RCP - 1ST FLR - CLINICAL AREA A1-16 PLAN - REMODEL ENLARGED RCP - 1ST FLR - PROVIDER ENCLAVE A1-17 PLAN - DIMENSIONS & PARTITION TYPE - 1ST FLR - CLINICAL AREA A1-18 PLAN - DIMENSIONS & PARTITION TYPE - 1ST FLR - PROVIDER ENCLAVE A1-41 PLAN - REMODEL - ROOF A2-01 ELEVATIONS - INTERIOR - CLINICAL AREA A2-02 ELEVATIONS - INTERIOR - CLINICAL AREA A2-03 ELEVATIONS - INTERIOR - CLINICAL AREA A2-04 ELEVATIONS - INTERIOR - CLINICAL AREA A2-05 ELEVATIONS - INTERIOR - PROVIDER ENCLAVE A2-06 ELEVATIONS - INTERIOR - PROVIDER ENCLAVE A4-01 ACCESSIBLE TOILET ROOM - PLAN & ELEVATIONS A5-01 DETAILS - PARTITION TYPES A5-02 DETAILS - TYPICAL FRAMING A5-03 DETAILS - TYPICAL CEILING - ACT A5-04 DETAILS - TYPICAL ROOF & MISC. A5-05 DETAILS - CASEWORK A5-06 DETAILS - (E) REGULATORY SIGNAGE A6-01 SCHEDULE - DOOR & WINDOW INTERIORS I1-11 PLAN - FINISH - CLINICAL AREA I1-12 PLAN - FINISH - PROVIDER ENCLAVE EQUIPMENT & FURNITURE Q1-11 PLAN - EQUIPMENT & FURNITURE - 1ST FLR - CLINICAL AREA Q1-12 PLAN - EQUIPMENT & FURNITURE - 1ST FLR - PROVIDER ENCLAVE Q6-01 PLAN - EQUIPMENT & FURNITURE SCHEDULE PLUMBING P0-01 GENERAL NOTES, LEGEND & SYMBOLS P0-02 SPECIFICATION - PLUMBING P0-11 PLAN - DEMO OVERALL - 1ST FLR P0-12 PLAN - DEMO 1ST FLR - CLINICAL AREA P0-13 PLAN - DEMO 1ST FLR - PROVIDER ENCLAVE P1-11 PLAN - REMODEL OVERALL - 1ST FLR P1-12 PLAN - REMODEL 1ST FLR - CLINICAL AREA P5-01 DETAILS - PLUMBING P6-01 SCHEDULES - PLUMBING MECHANICAL M0-01 GENERAL NOTES, LEGEND & SYMBOLS M0-02 SPECIFICATION - MECHANICAL M0-03 T-24 FORMS M0-04 T-24 FORMS M0-11 PLAN - DEMO OVERALL - 1ST FLR M0-12 PLAN - DEMO 1ST FLR - CLINICAL AREA M0-13 PLAN - DEMO 1ST FLR - PROVIDER ENCLAVE M0-31 PLAN - OVERALL ROOF PLAN DEMOLITION M0-32 PLAN - PARTIAL ROOF PLAN DEMOLITION M1-11 PLAN - REMODEL OVERALL - 1ST FLR M1-12 PLAN - REMODEL 1ST FLR - CLINICAL AREA M1-13 PLAN - REMODEL 1ST FLR - PROVIDER ENCLAVE M1-31 PLAN - OVERALL ROOF PLAN NEW WORK M1-32 PLAN - PARTIAL ROOF PLAN NEW WORK M5-01 DETAILS - MECHANICAL M6-01 SCHEDULES - MECHANICAL ELECTRICAL E0-01 ELECTRICAL COVERSHEET E0-02 ELECTRICAL SPECIFICATION E0-03 ELECTRICAL SPECIFICATION E0-04 ELECTRICAL SPECIFICATION E0-05 ELECTRICAL SPECIFICATION E0-06 ELECTRICAL SPECIFICATION E0-10 PLAN- DEMO 1ST FLR - ELECTRICAL - OVERALL E0-11 PLAN- DEMO 1ST FLR - POWER - CLINICAL AREA E0-12 PLAN- DEMO 1ST FLR - POWER - PROVIDER ENCLAVE E0-13 PLAN- DEMO 1ST FLR - LIGHTING - CLINICAL AREA E0-14 PLAN- DEMO 1ST FLR - LIGHTING - PROVIDER ENCLAVE E0-15 PLAN- DEMO 1ST FLR - SIGNAL - CLINICAL AREA E0-16 PLAN- DEMO 1ST FLR - SIGNAL - PROVIDER ENCLAVE E0-17 PLAN- DEMO 1ST FLR - FIRE ALARM - CLINICAL AREA E0-18 PLAN- DEMO 1ST FLR -FIRE ALARM - PROVIDER ENCLAVE E1-10 PLAN - REMODEL 1ST FLR - POWER - ELECTRICAL - OVERALL E1-11 PLAN - REMODEL 1ST FLR - POWER - CLINICAL AREA E1-12 PLAN - REMODEL 1ST FLR - POWER - PROVIDER ENCLAVE E1-13 PLAN - REMODEL 1ST FLR - LIGHTING - CLINICAL AREA E1-14 PLAN - REMODEL 1ST FLR - LIGHTING - PROVIDER ENCLAVE E1-15 PLAN - REMODEL 1ST FLR - SIGNAL - CLINICAL AREA E1-16 PLAN - REMODEL 1ST FLR - SIGNAL - PROVIDER ENCLAVE E1-17 PLAN - REMODEL 1ST FLR - FIRE ALARM - CLINICAL AREA E1-18 PLAN - REMODEL 1ST FLR - FIRE ALARM - PROVIDER ENCLAVE E1-20 PLAN - REMODEL 2ND FLR - ELECTRICAL - OVERALL E1-31 PLAN - PARTIAL ROOF PLAN - ELECTRICAL REMODEL E5-00 PANEL SCHEDULES E5-01 SINGLE LINE DIAGRAM E6-00 ELECTRICAL DETAILS E7-00 TITLE 24 SECURITY T1-11 PLAN - REMODEL 1ST FLR - SECURITY T5-01 DETAILS - SECURITY T6-01 SINGLE LINE DIAGRAM - SECURITY SIGNAGE SG1-11 PLAN - REMODEL ENLARGED 1ST FLR - SIGNAGE SG5-01 DETAILS - SIGNAGE N/ADEFERRED APPROVALS 06 CITY SUBMITTAL / BID SET 11/03/2025 1 CITY BACKCHECK #1 01/06/2026 101125520, 20187249, 40140902 DIVISION 1 - GENERAL REQUIREMENTS SECTION 01 1100 - SUMMARY OF WORK THE PROJECT INCLUDES THE REMODEL OF AN EXISTING OFFICE SPACE INTO A NEW A CLINIC SPACE FOR THE KPOJ DEPARTMENT. THE REMODEL WILL INCLUDE AN OFFICE AREA FOR 4 PROVIDERS, CLINICAL AREA WITH 4 EXAM ROOMS, 1 MED PREP, 1 PATIENT TOILET, 1 AUDIOLOGY TESTING ROOM, 1 ULTRASOUND ROOM, AND 4 STAFF STATIONS. SECTION 01 2500 - SUBSTITUTIONS - NO PRODUCT MAY BE SUBSTITUTED WITHOUT A PRIOR SUBMITTAL TO AND APPROVAL BY THE ARCHITECT. - PRODUCTS DEEMED NOT AS AN "EQUAL"OR "BETTER" THAN THE SPECIFIED PRODUCT MAY NOT BE SUBSTITUTED. - IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THAT SUCH SUBSTITUTION IS "EQUAL" OR "BETTER" PRIOR TO THE SUBMITTAL. - THE ARCHITECT/ ENGINEER TIME AND FEES REQUIRED TO REVIEW SUBSTITUTIONS SHALL BE PAID BY THE CONTRACTOR. - REVIEW OF SUBSTITUTION SHALL PROCEED UPON AGREEMENT AND APPROVAL OF FEES. - SUBSTITUTION SUBMITTALS CONSTITUTE USING UNNAMED MANUFACTURERS AS 'OR EQUALS" - REQUEST FOR SUBSTITUTION SHALL BE REVIEWED BY THE CONTRACTOR AS EQUAL OR BETTER THAN SPECIFIED PRODUCT PRIOR TO SUBMITTAL. - ANY ADDITIONAL COST AS A RESULT OF A SUBSTITUTION SHALL BE BORNE BY THE CONTRACTOR. - UNAUTHORIZED AND UNAPPROVED SUBSTITUTION MATERIAL SHALL BE REMOVED FROM THE SITE AND REPLACED WITH SPECIFIED MATERIAL AT NO ADDITIONAL COST TO THE OWNER. SECTION 01 3119 - PROJECT MEETINGS - UNLESS OTHERWISE REQUIRED BY THE OWNER, BI-WEEKLY CONSTRUCTION MEETINGS SHALL BE ATTENDED BY THE OWNER, ARCHITECT AND CONTRACTOR. - THE CONTRACTOR SHALL WRITE THE MEETING RECORDS. - THE PURPOSE OF THE MEETING INCLUDES PROJECT PROGRESS, REVIEW OF SCHEDULE AND PROJECT VALUES, INSPECTION PROGRESS SECTION 01 3200 - CONSTRUCTION PROGRESS DOCUMENTATION - WITHIN 5 DAYS OF CONTRACT AWARD, THE CONTRACTOR SHALL PROVIDED PROJECT SCHEDULE IDENTIFYING THE FOLLOWING: - SEQUENCE OF CONSTRUCTION - LONG LEAD ITEMS - CONSTRUCTION START DATE - SUBMITTAL DATES - DELIVERY DATES - PERCENT OF COMPLETION - FINAL COMPLETION DATE - THE SCHEDULE SHALL BE REVIEWED AT EACH CONSTRUCTION MEETING SECTION 01 3300 - SUBMITTAL PROCEDURES - CONTRACTOR SHALL LABEL, REVIEW AND NOTE CHANGES ON SUBMITTALS PRIOR TO SUBMITTING TO THE ARCHITECT. - WHEN POSSIBLE, SUBMITTAL SHALL BE SUBMITTED DIGITALLY. IF SUBMITTALS CANNOT BE SUBMITTED DIGITALLY THEN: - SUBMIT SIX (6) SETS OF MANUFACTURER'S PRODUCT DATA, MATERIAL SAFETY DATA SHEETS (MSDS), SHOP DRAWINGS AND SAMPLES FOR ARCHITECT'S APPROVAL. - THE ARCHITECT SHALL PROCESS SUBMITTAL WITHIN 10 (TEN) DAYS OF SUBMITTAL RECEIPT. SECTION 01 3543 - ENVIRONMENTAL PROCEDURES - COMPLY WITH ALL FEDERAL, STATE AND LOCAL REGULATIONS PERTAINING TO WATER, AIR, SOLID WASTE AND NOISE POLLUTION. SECTION 01 4100 - REGULATORY REQUIREMENTS - PERFORM ALL WORK IN ACCORDANCE TO THE LATEST ENFORCED STATUTES, ORDINANCES, LAWS, RULES, CODES, REGULATIONS STANDARDS AND LAWFUL ORDERS OF ALL PUBLIC AUTHORITIES HAVING JURISDICTION. SECTION 01 4500 - QUALITY CONTROL - PRIOR TO INSTALLATION OF ANY WORK, THE CONTRACTOR SHALL INSPECT THE WORK CONDITIONS AND ARRANGE FOR CORRECTION AS REQUIRED OF DEFECTIVE WORKMANSHIP OR MATERIAL THAT MAY AFFECT THE WORK TO BE INSTALLED. - INSTALLATION OF NEW WORK CONSTITUTES ACCEPTANCE THAT THE WORK IN PLACES IS IN PROPER CONDITIONS AND WAIVER OF CLAIM THAT THE WORK IN PLACE IS DEFECTIVE. - ALL MATERIALS AND WORKMANSHIP SHALL CONFORM TO THE ATTACHED SPECIFICATIONS AND CONSTRUCTION DOCUMENTS. - UNLESS OTHERWISE NOTED, ALL MATERIALS AND PRODUCTS SHALL BE NEW AND SPECIFICALLY FOR THE USE IN THIS PROJECT. - UNLESS OTHERWISE NOTED, CONSTRUCTION COST SHALL INCLUDE LABOR AND MATERIALS. SECTION 01 4523 - TESTING AND INSPECTING SERVICES - THE OWNER WILL EMPLOY AND PAY FOR INDEPENDENT TESTING SERVICES. - TESTING AND INSPECTING SERVICES ARE REQUIRED TO VERIFY COMPLIANCE WITH REQUIREMENTS SPECIFIED OR INDICATED. THESE SERVICES DO NOT RELIEVE CONTRACTOR OF RESPONSIBILITY FOR COMPLIANCE WITH THE CONTRACT DOCUMENT REQUIREMENTS. - SPECIFIED TESTS, INSPECTIONS, AND RELATED ACTIONS DO NOT LIMIT CONTRACTOR'S OTHER QUALITY-ASSURANCE AND -CONTROL PROCEDURES THAT FACILITATE COMPLIANCE WITH THE CONTRACT DOCUMENT REQUIREMENTS. - THE CONTRACTOR SHALL REIMBURSE THE OWNER FOR EXCESSIVE INSPECTION COSTS INCURRED BY THE CONTRACTOR'S FAILURE TO COMPLETE THE WORK TIMELY, DEFECTIVE WORK, OVERTIME FOR THE CONTRACTOR'S CONVENIENCE. - THE CONTRACTOR SHALL PAY INSPECTION COSTS FOR ADDITIONAL TESTING DUE TO FAILURE OF MATERIALS, TESTING TO SUBSTANTIATE PROPOSED SUBSTITUTIONS, AND IF APPLICABLE, TESTING TO DETERMINE CODE COMPLIANCE FOR CONCRETE MIX DESIGNS. - THE CONTRACTOR SHALL FURNISH ALL SAMPLES FOR TESTING AS REQUIRED. INITIATE AND COORDINATE ALL TESTING INSPECTIONS AS REQUIRED IN THE CBC, TITLE 24 AND CONSTRUCTION DOCUMENTS. - EACH SIGNED AND CERTIFIED TESTING REPORT SHALL BE COPIED TO THE OWNER, CONTRACTOR AND INSPECTOR OF RECORD. - THE OWNER RESERVES THE RIGHT TO REJECT MATERIALS AND WORKMANSHIP WHICH ARE DEEMED DEFECTIVE OR REQUIRE CORRECTION. SECTION 01 5000 - TEMPORARY FACILITIES - REFER TO THE GENERAL CONDITIONS OR COORDINATE WITH THE OWNER FOR TEMPORARY FACILITIES SUCH AS POWER, WATER, TELEPHONE, SANITARY FACILITIES, FIRE AND SAFETY REQUIREMENTS, GUARDS AND BARRICADES. SECTION 01 6600 - PRODUCT STORAGE AND HANDLING REQUIREMENTS - TRANSPORT, DELIVER, HANDLE AND STORE MATERIALS AND EQUIPMENT AT THE JOB SITE IN A MANNER THAT WILL PREVENT DAMAGE, INCLUDING INTRUSIONS FROM FOREIGN MATTER AND MOISTURE. - MAINTAIN PACKAGED MATERIALS FROM MANUFACTURER'S ORIGINAL CONTAINER UNTIL SUCH TIME WHEN THEY WILL BE INSTALLED. - PROVIDE BARRICADE AND SECURITY AS REQUIRED TO PROTECT PRODUCT. - LOCAL REPRESENTATIVE FOR MAINTENANCE, REPAIR, REPLACEMENT. SECTION 01 7329 - CUTTING AND PATCHING - EXECUTE ALL CUTTING (INCLUDING EXCAVATION ), FITTING OR PATCHING TO MAKE PARTS FIT PROPERLY, TO MATCH EXISTING WHERE APPLICABLE, TO REMOVE AND/ OR REPLACE WORK NOT CONFORMING TO REQUIREMENTS OF THE CONTRACT DOCUMENTS. SECTION 01 7400 - CLEANING AND WASTE MANAGEMENT - PREMISES SHALL BE MAINTAINED CLEAN OF WASTE, DEBRIS AND RUBBISH AT ALL TIMES. - PROVIDE ON-SITE DUMP CONTAINERS DURING THE COURSE OF CONSTRUCTION. - AT FINAL CLEANING REMOVE ALL DEBRIS FROM SITE, REMOVE ALL STAINS, MARKS, PAINT SPOTS, DUST, AND OTHER BLEMISHES AND DEFECTS. - USE ONLY CLEANING MATERIALS RECOMMENDED BY MANUFACTURERS. SECTION 01 7800 - CLOSEOUT SUBMITTALS - SUBMIT WRITTEN NOTICE TO THE ARCHITECT WHEN THE PROJECT IS SUBSTANTIALLY COMPLETED WITH A LIST OF PENDING ITEMS. - THE ARCHITECT WILL THEN MAKE INSPECTION AND DETERMINE THE EXTENT OF THE SUBSTANTIAL COMPLETION. - ANY DEFICIENCIES AND / OR INCOMPLETE WORK SHALL BE CORRECTED PRIOR TO REQUEST OF FINAL COMPLETION. - WHEN THE WORK IS CONSIDERED COMPLETE, THE CONTRACTOR SHALL SUBMIT A WRITTEN CERTIFICATION THAT THE CONTRACT DOCUMENTS HAVE BEEN REVIEWED, THE WORK HAS BEEN INSPECTED AND COMPLETED FOR COMPLIANCE WITH THE CONTRACT DOCUMENTS. - WHEN ACCEPTABLE, THE ARCHITECT WILL REQUEST THE CONTRACTOR TO SUBMIT PROJECT CLOSE-OUT. - FINAL CERTIFICATE OF PAYMENT WILL BE APPROVED AFTER THE CONTRACTOR DELIVERS THE REQUIRED WARRANTIES / GUARANTEES, FINAL CLEAN UP, PROJECT RECORD DOCUMENTS, OPERATION AND MAINTENANCE MANUALS, WATER PURITY REPORT AND CERTIFICATE OF OCCUPANCY. SECTION 01 78 23 - OPERATION AND MAINTENANCE DATA - THE CONTRACTOR SHALL PROVIDE THE OWNER WITH A BINDER WHICH INCLUDES ALL OPERATION MAINTENANCE MANUALS OF ALL PRODUCTS USED IN THE PROJECT. - DELIVER ALL SPECIAL TOOLS, INSTRUMENTS, ACCESSORIES AND SPARE PARTS FOR THE MAINTENANCE OF ALL PRODUCTS TO THE OWNER. SECTION 01 7836 - WARRANTIES - THE CONTRACTOR SHALL COLLECT ALL WRITTEN WARRANTIES AND GUARANTIES AND GUARANTEES INTO A BOUND BOOK AND DELIVER TO THE ARCHITECT FOR THE OWNER'S FINAL APPROVAL. - ASSEMBLE ALL MANUFACTURERS' WARRANTIES AND GUARANTEES WITH THE OWNER'S NAME AS THE BENEFICIARY , INCLUDING ALL EXTENDED WARRANTIES. - ALL WARRANTEES AND GUARANTEES, OTHER THAN MANUFACTURER'S PRINTED WARRANTEES AND GUARANTEES, SHALL BE SUBMITTED IN THE CONTRACTOR'S, SUB-CONTRACTOR, MATERIALS, SUPPLIER OR MANUFACTURER'S LETTERHEAD, STATING THE FOLLOWING INFORMATION: - WARRANTY / GUARANTEE FOR - NAME OF THE OWNER - CONTRACTOR / SUBCONTRACT / SUPPLIER / MFR'S NAME - CONTACT NAME - STATE LICENSE NO. - LOCAL REPRESENTATIVE FOR MAINTENANCE, REPAIR, REPLACEMENT SECTION 01 7839 - PROJECT RECORD DOCUMENTS - THE CONTRACTOR SHALL MAINTAIN ON SITE A SET OF CONSTRUCTION DOCUMENTS FOR THE PURPOSE OF RECORDING AS-BUILT CONDITIONS. - AT THE END OF THE PROJECT, ALL AS-BUILT DRAWINGS SHALL BE TURNED OVER TO THE ARCHITECT AS AN ELECTRONIC FILE FOR THE PRODUCTION OF RECORD DRAWINGS. - THE ARCHITECT WILL ISSUE TO THE OWNER ONE (1) ELECTRONIC FILE OF THE RECORD DRAWINGS. DIVISION 2 - EXISTING CONDITIONS SECTION 02 4119 - SELECTIVE DEMOLITION - EXAMINE THE AREA AND CONDITIONS WHERE DEMOLITION IS TO OCCUR. - IDENTIFY EXTENT OF SELECTIVE DEMOLITION AND ORGANIZE PLAN FOR DEMOLITION AND REMOVAL. - CORRECT ANY UNSATISFACTORY CONDITIONS PRIOR TO PROCEEDING WITH WORK. - ANY UTILITY SHUT OFF SHALL BE COORDINATED WITH THE OWNER AND NOTIFY THE OWNER IN WRITING A MIN. OF 7 DAYS IN ADVANCE. - MATERIALS RESULTING FROM DEMOLITION THAT ARE NOT WANTED BY THE OWNER BECOME THE PROPERTY OF THE CONTRACTOR, EXCEPT AS FOLLOWS, AND SHALL BE PROMPTLY REMOVED FROM THE PROJECT SITE. STORAGE OR SALE OF REMOVED MATERIALS WILL NOT BE PERMITTED ON PROJECT SITE OR WITHIN BUILDING. ITEMS NOT BECOMING PROPERTY OF THE CONTRACTOR INCLUDE, BUT ARE NOT NECESSARILY LIMITED TO THE FOLLOWING: - OWNER HAS FIRST SALVAGE RIGHTS TO FIXTURES, EQUIPMENT, ACCESSORIES AND DOORS REMOVED. ITEMS NOT WANTED BY THE OWNER ARE TO BE DISCARDED OFF-SITE BY CONTRACTOR. - EQUIPMENT BELONGING TO UTILITY OR PUBLIC SERVICE COMPANIES UNLESS ABANDONED BY SUCH COMPANIES. - HIDDEN VALUABLE ITEMS, BURIED ITEMS AND PROPERTY OF THIRD PERSONS. - SALVAGED EQUIPMENT AND MATERIALS NOTED FOR REUSE. OTHER ITEMS INDICATED OR OTHERWISE IDENTIFIED BY OWNER OR ARCHITECT - DURING DEMOLITION OPERATIONS, SHOULD SUSPECT ASBESTOS OR ASBESTOS-CONTAINING MATERIALS, OR OTHER MATERIAL LISTED AS A HAZARDOUS MATERIAL BY THE ENVIRONMENTAL PROTECTION AGENCY (EPA) BE DISCOVERED, NOTIFY THE OWNER AND ARCHITECT AND DISCONTINUE THAT PORTION OF WORK UNTIL FURTHER INSTRUCTED. - CONDUCT DEMOLITION OPERATIONS AND THE REMOVAL OF DEBRIS TO ENSURE MINIMUM INTERFERENCE WITH ROADS, STREETS, WALKS AND ADJACENT FACILITIES. - DO NO CLOSE OR OBSTRUCT STREETS OR WALKS WITHOUT PERMISSION FROM AUTHORITIES HAVING JURISDICTION. PROVIDE FLAGMAN WHERE PUBLIC THOROUGHFARES ARE USED FOR DEBRIS REMOVAL. MAINTAIN THOROUGHFARES FREE OF DIRT AND DEBRIS CAUSED BY DEMOLITION OR HAULING OPERATIONS. - PROTECT PORTIONS OF EXISTING BUILDING INDICATED TO REMAIN. REPAIR OR REPLACE PORTIONS OF BUILDING DAMAGED BY THIS WORK, AT NO ADDITIONAL COST. - PROVIDE TEMPORARY ENCLOSURES OR OTHER METHODS TO LIMIT DUST TRANSMISSION TO ADJACENT AREAS. PROVIDE TEMPORARY NOISE REDUCTION BARRIERS TO SEPARATE WORK AREAS FROM ADJACENT OCCUPIED ARES. - ITEMS TO BE REMOVED AND STORED DURING THE CONSTRUCTION PROCESS AS INDICATED ON THE DRAWINGS SHALL BE STORED AT THE DIRECTION OF THE OWNER. - REMOVE CONSTRUCTION AND FINISHES AS REQUIRED FOR NEW CONSTRUCTION AND TO LIMITS INDICATED ON DRAWINGS. - DURING DEMOLITION, PROTECT ADJOINING WORK FROM DAMAGE. OBSERVE AND MONITOR ADJACENT STRUCTURAL ELEMENTS. STOP WORK AND NOTIFY ARCHITECT FOR INSTRUCTIONS IF CHANGES ARE NOTED. CRACKS OR STRUCTURAL DAMAGE RESULTING FROM DEMOLITION SHALL BE REPAIRED AT NO EXPENSE TO THE OWNER AND TO THE ARCHITECT'S/ENGINEER'S SATISFACTION. - REMOVE EXISTING FINISHES TO LIMITS INDICATED ON THE DRAWINGS WITHOUT DAMAGES TO SUBSTRATES OR ADJACENT SURFACES. INCLUDE REMOVAL OF MECHANICAL AND ELECTRICAL WORK AS APPLICABLE. - REMOVAL OF EXISTING RESILIENT FLOOR COVERINGS: REMOVE FLOOR COVERINGS AND ADHESIVE ACCORDING TO RECOMMENDATIONS IN RFCI'S "RECOMMENDED WORK PRACTICES FOR THE REMOVAL OF RESILIENT FLOOR COVERS." DO NOT USE METHODS REQUIRING SOLVENT-BASED ADHESIVE STRIPPERS. - WHERE WORK IS TO BE CUT OR REMOVED TO ACCOMMODATE NEW WORK, FORM NEAT, UNIFORM AND SMOOTH EDGES OR TERMINATIONS. - PREPARE AN ITEMIZED LIST OF MATERIAL OR EQUIPMENT FOR REUSE OR STORAGE. LIST QUANTITIES, CONDITION AND LOCATION. SUBMIT COPIES TO OWNER WITHIN SEVEN (7) DAYS OF REMOVAL OF ITEM. - REMOVE AND STORE (WHERE NOTED ON DRAWINGS) EXISTING MECHANICAL AND ELECTRICAL EQUIPMENT, INCLUDING PLUMBING FIXTURES, AS INDICATED AND REQUIRED TO COMPLETE WORK. - REMOVE DEBRIS, RUBBISH AND OTHER MATERIALS RESULTING FROM DEMOLITION OPERATIONS FROM PROJECT SITE. DO NOT STOCKPILE DEBRIS ON PROJECT SITE. - BURNING OF REMOVED MATERIALS FROM DEMOLISHED STRUCTURES WILL NOT BE PERMITTED ON THE PROJECT SITE. - COMPLY WITH THE CITY'S REQUIREMENT FOR CONSTRUCTION WASTE RECYCLING. - REPAIR DENTS, CRACKS, SCRATCHES AND HOLES IN EXISTING FINISHES TO REMAIN AS PART OF THE FINISHED WORK. DIVISION 4 - MASONRY (NO SECTIONS REQUIRED) DIVISION 5 - METALS SECTION 05 5000 - METAL FABRICATIONS PART 1 - GENERAL 1.1 SUBMITTALS: A. GENERAL: IN COMPLIANCE WITH SECTION 01 3300 AND AS SPECIFIED HEREIN. B. SHOP DRAWINGS: INDICATE SIZES, SHAPES, FABRICATION AND INSTALLATION DETAILS FOR METAL FABRICATIONS. INDICATE ANCHORAGE TO ADJACENT SURFACES. INDICATE SHOP FINISH. WHERE SHOP PRIMER IS REQUIRED, INDICATE EXACT PRODUCT USED. C. PRODUCT DATA: SUBMIT FOR MANUFACTURED ITEMS. INDICATE MATERIALS, CONSTRUCTION, FINISHES AND INSTALLATION INSTRUCTIONS. D. WELDER CERTIFICATION: SUBMIT WELDERS' QUALIFICATIONS IN ACCORD WITH AWS D1.1 AND AWS D1.2, CURRENT WITHIN THE PREVIOUS 6 MONTHS, FOR ARCHITECT'S INFORMATION ONLY. 1.2 QUALITY ASSURANCE: A. ALLOWABLE TOLERANCES: MACHINE FABRICATED, FIELD AND SHOP ASSEMBLED MECHANICAL JOINTS SHALL FIT WITHIN + -1/32". INSTALL FREESTANDING ITEMS TO + -1/4" OF PROPER POSITION. SIZES OF EACH ELEMENT OF AN ASSEMBLY SHALL BE CORRECT WITHIN 1/8"; TOTAL SIZE OF A FREESTANDING ASSEMBLY SHALL BE CORRECT WITHIN 1/2". B. APPLICABLE STANDARDS: 1. AMERICAN INSTITUTE OF STEEL CONSTRUCTION (AISC), "SPECIFICATIONS FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS". 2. AMERICAN IRON AND STEEL INSTITUTE (AISI), STANDARDS AS REFERENCED HEREIN. 3. AMERICAN WELDING SOCIETY (AWS): A. AWS D1.1, "STRUCTURAL WELDING CODE -- STEEL." B. AWS D1.2, "STRUCTURAL WELDING CODE -- ALUMINUM." C. AWS B2.1, "WELDING PROCEDURE AND PERFORMANCE QUALIFICATION." 4. ASTM INTERNATIONAL (ASTM), STANDARDS AS REFERENCED HEREIN. 5. SOCIETY FOR PROTECTIVE COATINGS (SSPC), STANDARDS AS REFERENCED HEREIN. 6. AMERICANS WITH DISABILITIES ACT (ADA). 7. UNDERWRITERS LABORATORIES (UL), STANDARDS AS REFERENCED HEREIN. C. QUALIFICATIONS OF WELDERS: 1. WELDERS EMPLOYED ON THE WORK SHALL HAVE PASSED QUALIFICATION TESTS AND SHALL BE CURRENT WITHIN THE PAST 6 MONTHS IN THE POSITION FOR WHICH EMPLOYED, IN ACCORD WITH AWS D1.1 PROCEDURES. 2. CONTRACTOR SHALL REQUIRE ANY WELDER TO RETAKE THE QUALIFICATION TEST WHEN, IN ARCHITECT'S OPINION, WELDER'S WORK CREATES A REASONABLE DOUBT AS TO THE WELDER'S PROFICIENCY. REQUALIFICATION TESTS SHALL BE CONDUCTED AT NO ADDITIONAL EXPENSE TO OWNER. RECERTIFICATION SHALL BE MADE TO ARCHITECT AFTER WELDER HAS PASSED THE RETEST. D. FIELD MEASUREMENTS: TAKE FIELD MEASUREMENTS PRIOR TO PREPARATION OF SHOP DRAWINGS AND FABRICATION, TO ENSURE FITTING OF WORK. PART 2 - PRODUCTS 2.1 GENERAL REQUIREMENTS: A. MATERIALS SHALL BE FREE FROM DEFECTS IMPAIRING STRENGTH, DURABILITY OR APPEARANCE. B. FASTENERS: FASTENERS AND ANCHORS SHALL BE NON-CORROSIVE, NON-STAINING AND CONCEALED, EXCEPT AS INDICATED ON APPROVED SHOP DRAWINGS. 2.2 BASIC MATERIALS: A. STRUCTURAL STEEL SHAPES: MEETING ASTM A36-08. 2.3 MISCELLANEOUS CONSTRUCTION: A. PROVIDE ITEMS INDICATED OR REQUIRED TO COMPLETE THE WORK 2.4 FABRICATION: A. FORM WORK TRUE TO LINE AND LEVEL WITH ACCURATE ANGLES AND SURFACES AND STRAIGHT, SHARP EDGES. FORM BENT-METAL CORNERS TO SMALLEST RADIUS POSSIBLE WITHOUT CAUSING GRAIN SEPARATION OR OTHERWISE IMPAIRING WORK. B. WELD CORNERS AND SEAMS CONTINUOUS AND IN ACCORD WITH AWS SPECIFICATIONS. CONTINUOUS AND IN ACCORD WITH AWS SPECIFICATIONS. GRIND WELDS WITHOUT WEAKENING BASE METAL. REMOVE SLAG FROM WELDS. PART 3 - EXECUTION 3.01 INSTALLATION A. STEEL THRESHOLDS: FABRICATE CHANNEL OR ANGLE THRESHOLDS OF ROLLED STEEL SECTIONS OF SIZE INDICATED, GALVANIZED AFTER FABRICATION. ANCHOR INTO CONCRETE WITH COUNTERSUNK 2-UNIT CINCH ANCHOR BOLTS, UNLESS OTHERWISE INDICATED. B. COVERS: 1. PROVIDE STEEL CHECKERED PLATE COVERS AND STEEL FRAMES FOR SUMPS, GREASE TRAPS, AND SAND TRAPS, AND OTHER COVERS FOR ACCESS WHERE INDICATED. FRAMES SHALL BE PROVIDED WITH MITERED AND WELDED CORNERS AND BE FITTED WITH ANCHORS AS DETAILED. COVER SHALL BE PERFORATED. EACH SECTION OF ACCESS COVER SHALL BE FURNISHED WITH STEEL PULL RINGS AND TOOL OPERATED FASTENING DEVICE. SCREWS TO FASTEN COVERS SHALL BE BRASS. DIVISION 5 - METALS SECTION 06 2000 - FINISH CARPENTRY AND MILLWORK PART 1 - GENERAL 1.1 SUMMARY: A. WORK OF THIS SECTION INCLUDES FACTORY-FABRICATED WOODWORK AS FOLLOWS: 1. PLASTIC LAMINATE-SURFACED COUNTERS, BASE CABINETS, LOW WALLS, WALL CABINETS, AND OPEN SHELVING. 2. ROUGH AND FINISHED HARDWARE FOR THIS WORK. 1.2 SUBMITTALS: A. GENERAL: IN COMPLIANCE WITH SECTION 01 3300 AND AS SPECIFIED HEREIN. B. SHOP DRAWINGS: SUBMIT FOR ARCHITECTURAL WOODWORK. INDICATE CONSTRUCTION AND INSTALLATION DETAILS, SPECIES AND GRADES OF MATERIALS, FINISHES, AND CABINET HARDWARE SELECTIONS. C. PRODUCT DATA: SUBMIT FOR CABINET HARDWARE AND SIMILAR MANUFACTURED ITEMS. SUBMIT WITH SHOP DRAWINGS. D. SAMPLES; SUBMIT AS FOLLOWS: 1. FINISH SAMPLES: SUBMIT ONE SAMPLE OF EACH TYPE OF SELECTED FINISH ON SAMPLES OF SPECIES AND GRADE MATERIAL SPECIFIED. 2. HARDWARE ITEMS: SUBMIT IF REQUESTED BY ARCHITECT. SAMPLES WILL BE RETURNED TO SUPPLIER. E. FIRE-RETARDANT TREATMENT CERTIFICATION: SUBMIT FOR ARCHITECT'S INFORMATION ONLY. SUBMIT CERTIFICATION BY TREATING PLANT THAT FIRE RETARDANT TREATMENT MATERIALS COMPLY WITH GOVERNING ORDINANCES AND THAT TREATMENT WILL NOT BLEED THROUGH FINISHED SURFACES. F. AWI CERTIFICATION: SUBMIT AWI QUALITY CERTIFICATION PROGRAM CERTIFICATES INDICATING THAT THE WOODWORK PROVIDED FOR THIS PROJECT COMPLIES WITH THE REQUIREMENTS OF THE AWI GRADES SPECIFIED. 1.3 QUALITY ASSURANCE: A. APPLICABLE STANDARDS; COMPLY WITH THE FOLLOWING: 1. STANDARDS OF THE FOLLOWING, AS REFERENCED HEREIN: A. AMERICAN NATIONAL STANDARDS INSTITUTE (ANSI). B. APA THE ENGINEERED WOOD ASSOCIATION (APA). C. ASTM INTERNATIONAL (ASTM). D. AMERICAN WOOD PROTECTION ASSOCIATION (AWPA). E. HARDWOOD PLYWOOD AND VENEER ASSOCIATION (HPVA). F. NATIONAL ELECTRIC MANUFACTURERS ASSOCIATION (NEMA). G. NATIONAL FIRE PROTECTION ASSOCIATION (NFPA). H. UNDERWRITERS LABORATORIES, INC., (UL). 2. WOOD PRODUCTS; STANDARDS OF THE U.S. DEPARTMENT OF COMMERCE, NATIONAL INSTITUTE OF STANDARDS AND TESTING: A. LUMBER: PS 20-10. B. CONSTRUCTION AND INDUSTRIAL PLYWOOD: PS 1-95 3. STANDARDS FOR ARCHITECTURAL WOODWORK: ARCHITECTURAL WOODWORK INSTITUTE (AWI), "ARCHITECTURAL WOODWORK QUALITY STANDARDS, GUIDE SPECIFICATIONS AND QUALITY CERTIFICATION PROGRAM," 2005 EDITION, HEREIN REFERRED TO AS AWI STANDARDS. WORK SHALL COMPLY WITH APPLICABLE PORTIONS OF AWI STANDARDS. B. GRADE MARKS: IDENTIFY LUMBER AND PLYWOOD BY OFFICIAL GRADE MARK. 1. LUMBER: GRADE STAMP SHALL CONTAIN SYMBOL OF GRADING AGENCY, MILL NUMBER OR NAME, GRADE OF LUMBER, SPECIES OR SPECIES GROUPING OR COMBINATION DESIGNATION, RULES UNDER WHICH GRADED WHERE APPLICABLE, AND CONDITION OF SEASONING AT TIME OF MANUFACTURE. 2. PLYWOOD: APPROPRIATE GRADE TRADEMARK OF THE APA. INDICATE TYPE, GRADE, CLASS, IDENTIFICATION INDEX AND INSPECTION AND TESTING AGENCY MARK. 3. PRESERVATIVE-TREATED WOOD PRODUCTS: PRESERVATIVE-TREATED LUMBER AND PLYWOOD SHALL BEAR THE QUALITY STANDARD STAMP OF THE APPLICATOR, INDICATING PRESERVATIVE TYPE, EXPOSURE CONDITIONS, YEAR OF TREATMENT, TREATMENT PLANT AND TREATMENT SUPERVISING AGENCY. 4. FIRE-RETARDANT-TREATED WOOD PRODUCTS: FIRE-RETARDANT-TREATED LUMBER AND PLYWOOD SHALL BEAR UL STAMP OR STAMP OF OTHER APPROVED INDEPENDENT INSPECTION AGENCY, INDICATING TREATMENT TYPE OR NAME, FLAME SPREAD AND TREATMENT PLANT. 5. ON COMPONENTS TO BE EXPOSED TO VIEW, GRADE MARKS SHALL BE LOCATED SO AS TO BE CONCEALED IN FINISHED WORK. C. FABRICATOR/INSTALLER QUALIFICATIONS: 1. ARCHITECTURAL WOODWORK SHALL BE FABRICATED AND INSTALLED BY A SINGLE MANUFACTURER. A. FABRICATOR/INSTALLER SHALL HAVE AT LEAST FIVE YEARS SUCCESSFUL EXPERIENCE IN THE FABRICATION, FINISHING AND INSTALLATION OF ARCHITECTURAL WOODWORK OF THE TYPE AND QUANTITY REQUIRED AND, IF REQUESTED BY ARCHITECT, SHALL SUBMIT EVIDENCE OF SUCH EXPERIENCE. B. FABRICATOR/INSTALLER SHALL SUBMIT NEUTRAL PREQUALIFICATION FORM FOUND IN APPENDIX IN AWI QUALITY STANDARDS. 2. FABRICATOR/INSTALLER SHALL BE A MEMBER OF AWI 3. CERTIFICATION SHALL BE EVIDENCED THROUGH APPLICATION OF AWI/QUALITY CERTIFICATION PROGRAM LABELS AND/OR ISSUANCE OF AN AWI LETTER OF LICENSING FOR THE PROJECT. 1.4 DELIVERY, STORAGE AND HANDLING: A. DELIVER NO WOODWORK TO PROJECT SITE UNTIL AREAS ARE READY FOR WOODWORK INSTALLATION. B. IMMEDIATELY UPON DELIVERY TO JOB SITE, PLACE WOODWORK INDOORS, PROTECTED FROM WEATHER. C. STORE WOODWORK A MINIMUM OF 6" ABOVE FLOOR ON BLOCKING AND COVER WITH WATERPROOF COVERING. PROVIDE FOR AIR CIRCULATION AND VENTILATION. STORE IN DRY, CONDITIONED SPACE. D. WRAP PREFINISHED WOODWORK IN PROTECTIVE COVERING FOR SHIPPING AND STORAGE. PROTECT FROM SUNLIGHT EXPOSURE. 1.5 PROJECT CONDITIONS: A. FIELD MEASUREMENTS: TAKE FIELD MEASUREMENTS TO ASCERTAIN EXACT WOODWORK SIZES. INDICATE EXACT DIMENSIONS ON SHOP DRAWINGS. B. INSTALL NO INTERIOR WOODWORK UNTIL SPACES ARE ENCLOSED, DRY AND CONDITIONED. MAINTAIN TEMPERATURE BETWEEN 55 DEGREES F. AND 80 DEGREES F. FOR 72 HOURS BEFORE BEGINNING INSTALLATION AND AFTERWARDS UNTIL DATE OF SUBSTANTIAL COMPLETION. C. MAINTAIN INTERIOR RELATIVE HUMIDITY AT THE SITE BETWEEN 25% AND 55% BEFORE, DURING, AND AFTER INSTALLATION. PART 2 - PRODUCTS 2.1 BASIC MATERIALS: A. GENERAL: PROVIDE MATERIALS THAT COMPLY WITH REQUIREMENTS OF AWI'S QUALITY STANDARD FOR EACH TYPE OF WOODWORK AND QUALITY GRADE SPECIFIED, UNLESS OTHERWISE INDICATED. B. WOOD PRODUCTS: COMPLY WITH THE FOLLOWING: 1. RECYCLED CONTENT OF MEDIUM-DENSITY FIBERBOARD AND PARTICLEBOARD: POSTCONSUMER RECYCLED CONTENT PLUS ONE-HALF OF PRECONSUMER RECYCLED CONTENT NOT LESS THAN 30 PERCENT. 2. LOW-EMITTING MATERIALS: A. HARDBOARD: AHA A135.4; 1/4" THICKNESS. B. MEDIUM-DENSITY FIBERBOARD: MEETING ANSI A208.2, GRADE MD; CLASS "C" FIRE HAZARD CLASSIFICATION FOR 3/4" THICKNESS, MADE WITH BINDER CONTAINING NO UREA FORMALDEHYDE. C. PARTICLEBOARD: MEETING ANSI A208.1, GRADE M-2 EXTERIOR GLUE; MAT-FORMED, MANUFACTURED OF LONG FIBERED CUTTINGS, WEIGHING MINIMUM OF 40 LBS./CU. FT.; FIRE-RETARDANT-TREATED (FR), MEETING NFPA 101; MOISTURE-RESISTANT (MR); FILLED ON FACES TO BE PAINTED, MADE WITH BINDER CONTAINING NO UREA FORMALDEHYDE. D. PLYWOOD: 1) VENEER-FACED PRODUCTS (HARDWOOD PLYWOOD): HPVA HP-1 AND AWPA P17-02, MADE WITH ADHESIVE CONTAINING NO UREA FORMALDEHYDE. 2) SOFTWOOD PLYWOOD: DOC PS 1, MEDIUM DENSITY OVERLAY. C. PLASTIC LAMINATES: 1. ACCEPTABLE PRODUCTS: A. SEE FINISH LIST FOR SPECIFIED PRODUCT 2. CONFORMING TO NEMA STANDARD LD3-2005, AS FOLLOWS: A. HORIZONTAL APPLICATIONS: GRADE HGS. B. VERTICAL APPLICATIONS: GRADE VGS. C. CABINET-LINER: GRADE CL-20. D. BACKING SHEET: GRADE BKH, UNDECORATED PLASTIC LAMINATE. E. POST-FORMING APPLICATIONS: GRADE VGP. F. CHEMICAL RESISTANT APPLICATIONS: GRADE VGP. G. SOLID COLOR APPLICATIONS: GRADE HGS. H. PROVIDE ABUSE-RESISTANT LAMINATES FOR EXPOSED PORTIONS OF THE WORK. 3. COLORS, TEXTURES AND PATTERNS: AS INDICATED IN FINISH SCHEDULE IN DRAWINGS. 2.2 ARCHITECTURAL CABINETS: A. ARCHITECTURAL CABINETS SHALL COMPLY WITH AWI STANDARDS, SECTION 400 B. PLASTIC LAMINATE CLAD CABINETS: 1. AWI QUALITY GRADE: CUSTOM. 2. PANEL CORE: PARTICLEBOARD OR HARDWOOD PLYWOOD. 3. FINISH ON EXPOSED SURFACES: PLASTIC LAMINATE AS SPECIFIED HEREIN. 4. FINISH ON SEMI-EXPOSED SURFACES: MELAMINE SPECIFIED HEREIN. 5. COMPONENT EDGES: PLASTIC LAMINATE FACED. 6. CABINET CONSTRUCTION: FLUSH OVERLAY. C. COUNTER TOPS: 1. PLASTIC LAMINATE AND AS SPECIFIED HEREIN. 2. CORIAN AS SPECIFIED IN SOLID SURFACING FABRICATIONS SECTION. 2.3 MISCELLANEOUS WOODWORK: A. COMPLY WITH AWI STANDARDS AS FOLLOWS: 1. SHELVING: SECTION 6, CUSTOM GRADE. 2. BACKSPLASH: SECTION 6, CUSTOM GRADE. DIVISION 3 - CONCRETE SECTION 03 8215 – CONCRETE CORING AND LEVELING PART 1 – GENERAL 1.1 SUMMARY: A. WORK OF THIS SECTION INCLUDES CORING OF EXISTING CONCRETE SLABS AS REQUIRED; FILLING AND TRANSITION TAPERING AND FEATHER EDGING OF EXISTING INTERIOR SUBFLOOR SURFACES TO PROVIDE SUBSTRATES MEETING REQUIREMENTS SPECIFIED AND SUITABLE TO RECEIVE NEW FINISH FLOOR MATERIALS. B. RELATED WORK: 1. CUTTING AND PATCHING. 2. SELECTIVE DEMOLITION FOR REMODELING 1.2 ACTION SUBMITTALS: A. SHOP DRAWINGS: 1. CONCRETE CORING: SUBMIT SHOP DRAWINGS INDICATING: A. NEW CORE LOCATIONS AND SIZES; B. EXISTING CORE OR OPENING LOCATIONS AND SIZES, ADJACENT TO NEW CORE LOCATIONS; C. EXISTING CONCRETE REINFORCEMENT LAYOUT AND ORIENTATION, ADJACENT TO NEW CORE LOCATIONS. 2. LEVELING: SUBMIT SHOP DRAWINGS INDICATING: A. CORING LOCATIONS AND SIZES, SUBFLOOR ELEVATIONS AND DEGREE OF CORRECTIVE WORK REQUIRED FOR FILLING, LEVELING AND TRANSITIONING. B. MAKE DRAWINGS ON COPIES OF FLOOR PLANS TAKEN FROM THE DRAWINGS. C. INDICATE SPOT ELEVATIONS OF EXISTING SUBSTRATES AND RELATE, PLUS OR MINUS, TO REQUIRED ELEVATIONS FOR EACH FLOOR. D. INDICATE THE MAXIMUM DEPTH OF THE FILL AND TRANSITION MATERIAL AND TYPE OF PROPOSED MATERIAL. B. PRODUCT DATA: SUBMIT MANUFACTURER'S PRINTED PRODUCT DATA FOR FLOOR FILLING AND TRANSITIONING COMPOUNDS. INDICATE METHODS OF MIXING AND APPLICATION FOR DEPTHS PROPOSED FOR THE WORK, AND REQUIREMENTS FOR SUBSURFACE PREPARATION. 1.3 INFORMATIONAL SUBMITTALS: A. CERTIFICATION: SUBMIT CERTIFICATION OF COMPATIBILITY BETWEEN FILLING AND TRANSITIONING COMPOUNDS AND FINISH FLOORING MATERIALS TO BE ADHERED TO FLOOR SURFACES. 1.4 QUALITY ASSURANCE A. APPLICABLE STANDARDS; STANDARDS OF THE FOLLOWING AS REFERENCED HEREIN: 1. ASTM INTERNATIONAL (ASTM). 2. FACTORY MUTUAL (FM). B. MANUFACTURER'S QUALIFICATIONS: 1. MANUFACTURER OF FLOOR FILLING AND TRANSITIONING COMPOUNDS SHALL SUBMIT EVIDENCE OF FORMULATING AND MARKETING SUCH PRODUCTS FOR A PERIOD OF NOT LESS THAN FIVE YEARS. MANUFACTURER SHALL SUBMIT SIMILAR EVIDENCE OF SATISFACTORY COMPLETION OF WORK OF SIMILAR SCOPE USING THE PRODUCTS SUBMITTED FOR THIS PROJECT. 2. MANUFACTURER SHALL PROVIDE TECHNICAL PERSONNEL FOR ON-SITE INSPECTION AND RECOMMENDATIONS FOR MATERIAL USAGE AND SURFACE PREPARATION. C. INSTALLER QUALIFICATION: INSTALLER SHALL BE A FIRM REGULARLY ENGAGED IN THE FILLING AND TRANSITIONING OF EXISTING CONCRETE FLOOR SURFACES. INSTALLER SHALL HAVE NOT LESS THAN FIVE YEARS EXPERIENCE AND SHALL SUBMIT EVIDENCE OF SATISFACTORY COMPLETION OF WORK OF SIMILAR SCOPE. INSTALLER SHALL BE TRAINED AND APPROVED BY MATERIALS MANUFACTURER. 1.5 DELIVERY, STORAGE AND HANDLING: A. DELIVER MATERIALS IN ORIGINAL UNOPENED CONTAINERS DISPLAYING PRODUCT NAME, TYPE, GRADE AND MIXING INSTRUCTIONS. B. STORE MATERIALS IN DRY, COVERED STORAGE, OFF GROUND. C. STORE FLAMMABLE MATERIALS IN DRY, COOL STORAGE AREA, AWAY FROM FIRE, FLAME OR SOURCE OF IGNITION. 1.6 PROJECT/SITE CONDITIONS: A. COMPLY WITH MANUFACTURER'S PRINTED PRODUCT DATA REGARDING ENVIRONMENTAL CONDITIONS FOR FLOOR COMPOUNDS. B. PROTECT ADJACENT MATERIALS FROM COMPOUNDS. REMOVE DISPLACED MATERIALS. PART 2 - PRODUCTS 2.1 HYDRAULIC CEMENT FILLING, LEVELING AND TRANSITION COMPOUND: A. ACCEPTABLE MANUFACTURERS AND MATERIALS: 1. ARDEX, INC., ARDEX K-15 SELF-LEVELING UNDERLAYMENT CONCRETE. 2. BONSAL/PROSPEC, INC., PROSPEC LEVEL SET 300 UNDERLAYMENT. 3. DAYTON SUPERIOR, LEVEL LAYER PREMIUM SELF-LEVELING UNDERLAYMENT. 4. MAPEI CORP., ULTRAPLAN 1 PLUS. B. CHARACTERISTICS: 1. TYPE: HIGH STRENGTH, FAST-SETTING, NON-SHRINK CEMENTITIOUS UNDERLAYMENT. 2. THICKNESS: AS INDICATED; FROM FEATHER-EDGE TO 1-1/2" WITHOUT AGGREGATE; TO 5" WITH AGGREGATE. 3. AGGREGATE FOR FILL OVER 1-1/2" THICK: AS RECOMMENDED BY FILL MATERIAL MANUFACTURER. 4. COMPRESSIVE STRENGTH: MINIMUM 4100 PSI AT 28 DAYS IN ACCORD WITH ASTM C109- 13. 5. FLEXURAL STRENGTH: MINIMUM 1,000 PSI AT 28 DAYS WHEN TESTED IN ACCORD WITH ASTM C348-08. 6. FLAMMABILITY: CLASS A WHEN TESTED IN ACCORD WITH ASTM E84-13A. 7. PRIMERS AND ADDITIVES: AS RECOMMENDED BY FILL MATERIAL MANUFACTURER. C. PRIMERS AND ADDITIVES: AS RECOMMENDED BY UNDERLAYMENT MATERIAL MANUFACTURER. D. SAND: CLEAN, COURSE ANGULAR FINE AGGREGATE MEETING ASTM C33-08 MEETING UNDERLAYMENT MANUFACTURER’S PRODUCT DATA. E. WATER: CLEAN, POTABLE, FREE OF DELETERIOUS MATERIALS. F. SEALER: TYPE AND BRAND RECOMMENDED BY UNDERLAYMENT MANUFACTURER. SECTION 03 8215 – CONCRETE CORING AND LEVELING (CONT.) 3.2 PREPARATION A. PREPARATION: 1. PREPARE SUBSTRATES TO RECEIVE MANUFACTURED FLOOR UNDERLAYMENT SYSTEM IN ACCORD WITH MANUFACTURER'S PRODUCT DATA SUBMITTED TO AND APPROVED BY ARCHITECT. 2. CLEAN SUBSTRATES OF ADHESIVES, OIL, GREASE, LOOSE OR FOREIGN MATERIALS AND SUBSTRATES WHICH WOULD IMPAIR BOND. 3. PRIOR TO INSTALLING UNDERLAYMENT MATERIALS, PROVIDE TEMPORARY DAMS TO PREVENT LIQUID MATERIALS FROM MIGRATING THROUGH FLOORS OR ONTO ADJACENT CONSTRUCTION. 4. CUT OR GRIND MINOR PROTRUSIONS AND OFFSETS IN THE STRUCTURAL SLAB WHICH WILL NOT ADVERSELY AFFECT THE STRUCTURAL PERFORMANCE OF THE SLAB. PROPOSED CUTTING OR GRINDING AREAS SHALL BE IDENTIFIED ON LAYOUT PLAN AND SHALL BE APPROVED PRIOR TO PERFORMING THE WORK. B. MOISTURE TESTING: PERFORM ANHYDROUS CALCIUM CHLORIDE TEST, ASTM F1869-11. PROCEED WITH INSTALLATION ONLY AFTER SUBSTRATES DO NOT EXCEED A MAXIMUM MOISTURE-VAPOR-EMISSION RATE OF 3 LB. OF WATER/1000 SQ. FT. IN 24 HOURS. 3.3 FLOOR UNDERLAYMENT APPLICATION: A. ALL INSTALLATION SHALL BE IN ACCORDANCE WITH MANUFACTURER'S PUBLISHED RECOMMENDATIONS. B. MIX AND APPLY MINIMUM 1" UNDERLAYMENT IN ACCORD WITH MANUFACTURER'S PRODUCT DATA. C. INSTALL UNDERLAYMENT SYSTEM TO TOLERANCE OF +1/8" IN 10'-0", FREE OF VOIDS, HOLES AND IRREGULARITIES WHICH WOULD ADVERSELY AFFECT FINISH FLOORING. D. INSTALL TRANSITION MATERIAL TO PROVIDE FEATHEREDGE, EXTENDED TAPERS OR SLOPES AS INDICATED ON DRAWINGS AND ELEVATIONS. INSTALL SLOPES AND TAPERS TO TOLERANCE OF ±1/8" IN 10'-0" SMOOTHNESS. E. ACHIEVE FINISH ELEVATIONS AND TOLERANCES INDICATED. USE COMPOUNDS FOR FULL THICKNESSES OF UNDERLAYMENT REQUIRED. PROVIDE SCREEDS TO ACHIEVE FINISHED ELEVATIONS. 3.4 FIELD TESTING: A. SLUMP TESTS: USING A 2" BY 4" CYLINDER, SLUMP TEST UNDERLAYMENT COMPOUND PRIOR TO UNDERLAYMENT APPLICATION, USING SAME MATERIAL AND BATCH AS THAT PREPARED FOR UNDERLAYMENT. DIAMETER OF SLUMP SHALL BE 7-1/2", ± 1/2". B. SAMPLES FOR CURED COMPRESSIVE STRENGTH TESTING: 1. TAKE SAMPLE CUBES OF UNDERLAYMENT COMPOUND FOR TESTING DURING INITIAL INSTALLATION, IN ACCORD WITH MANUFACTURER'S PRODUCT DATA. 2. TEST SAMPLES FOR SPECIFIED COMPRESSIVE STRENGTH IN ACCORD WITH MODIFIED ASTM C109-12. C. FAILURE OF CONCRETE TOPPING TO BOND TO SUBSTRATE (AS EVIDENCED BY A HOLLOW SOUND WHEN TAPPED), OR DISINTEGRATION OR OTHER FAILURE OF TOPPING TO PERFORM AS A FLOOR FINISH, WILL BE CONSIDERED FAILURE OF MATERIALS AND WORKMANSHIP. REPAIR OR REPLACE TOPPINGS IN AREAS OF SUCH FAILURES, AS DIRECTED. 3.5 PROTECTION: A. UNLESS INDICATED IN MANUFACTURER’S INSTRUCTIONS, ALLOW LIGHT TRAFFIC IN POUR AREAS IN A MINIMUM OF TWO HOURS AFTER APPLICATION. ALLOW HEAVY TRAFFIC IN A MINIMUM OF FOURTEEN DAYS. B. PROTECT CURED COMPOUNDS FROM HEAVY OR WHEELED LOADS DURING REMAINDER OF CONSTRUCTION PERIOD WITH OVERLAYMENT OF WOOD PLANKS OR 1/2" THICKNESS PLYWOOD. KEEP INSTALLATION CLEAN UNTIL APPLICATIONS OF FLOOR FINISH MATERIALS. END OF SECTION 3.02 ADJUSTING A. TOUCH UP DAMAGED SURFACES: 1. SHOP PAINTED FINISHES: COMPLY WITH SSPC-PA-1 FOR TOUCH-UP; APPLY WITH BRUSH TO PRODUCE A MINIMUM 2.0 MIL DRY FILM THICKNESS. 2 GALVANIZED SURFACES: CLEAN FIELD WELDS, CONNECTIONS AND DAMAGED AREAS. REPAIR GALVANIZED FINISHES IN ACCORD WITH ASTM A780. 3.03 CLEAN UP A. REMOVE RUBBISH, DEBRIS, AND WASTE MATERIALS AND LEGALLY DISPOSE OF OFF THE PROJECT SITE. 3.04 PROTECTION A. PROTECT THE WORK OF THIS SECTION UNTIL SUBSTANTIAL COMPLETION. END OF SECTION 2.4 TREATED WOOD PRODUCTS: A. PRESSURE-PRESERVATIVE-TREATED WOOD: 1. TREATMENT TYPE: WATER-BORNE PRESERVATIVE REGISTERED WITH EPA. 2. AWPA STANDARD: A. LUMBER, TIMBER AND PLYWOOD SHALL CONFORM TO APPLICABLE REQUIREMENTS OF AWPA STANDARD U1-07 AND T1-07 FOR SPECIES, PRODUCT AND END USE. B. HANDLING AND CARE OF PRESSURE TREATED WOOD PRODUCTS SHALL CONFORM TO AWPA STANDARD M4-06. C. PRESERVATIVES SHALL CONFORM TO AWPA P5-07 3. PRESERVATIVE RETENTION: AS REQUIRED BY TREATMENT TYPE IN ACCORD WITH AWPA STANDARDS FOR BELOW- OR ABOVE-GROUND USE. 4. SEASONING; RE-DRY AFTER TREATMENT TO 19% MAXIMUM MOISTURE CONTENT. 5. USE: A. WOOD PRODUCTS IN CONTACT WITH CONCRETE SLABS-ON-GRADE OR FOUNDATIONS. B. NAILERS OR BLOCKING CAST OR BUILT INTO CONCRETE. C. WOOD PRODUCTS IN CONTACT WITH EXTERIOR WALLS. B. INTERIOR FIRE-RETARDANT-TREATED WOOD: 1. ACCEPTABLE PRODUCT; SUBJECT TO COMPLIANCE WITH SPECIFIED REQUIREMENTS: A. VIANCE, LLC, D-BLAZE. B. HICKSON CORPORATION, DRICON. C. HOOVER TREATED WOOD PRODUCTS, PYRO-GUARD. 2. DESCRIPTION: PRESSURE-IMPREGNATED WITH A CHEMICAL RETARDANT TESTED AND LISTED BY UNDERWRITERS LABORATORIES, INC., (UL). WHEN TESTED IN ACCORD WITH ASTM E84-10B TREATED PRODUCTS SHALL HAVE A FLAME SPREAD OF 25 OR LESS AND SHOW NO EVIDENCE OF SIGNIFICANT PROGRESSIVE COMBUSTION WHEN THE TEST IS CONTINUED FOR AN ADDITIONAL TWENTY MINUTE PERIOD. IN ADDITION, FLAME FRONT SHALL NOT PROGRESS MORE THAN 10'-6" BEYOND CENTERLINE OF BURNERS AT ANY TIME DURING TEST. 3. SURFACE BURNING CHARACTERISTICS: F.R.-S RATING IN ACCORD WITH UNDERWRITERS LABORATORIES, INC. (UL). 4. AWPA STANDARD: AWPA U1-07, T1-07 AND P17-02 5. SEASONING; KILN-DRIED AFTER TREATMENT TO THE FOLLOWING MAXIMUM MOISTURE CONTENT: A. LUMBER: 19% B. PLYWOOD: 15% 6. HYGROSCOPICITY: MAXIMUM 28% EQUILIBRIUM MOISTURE CONTENT WHEN TESTED IN ACCORD WITH ASTM D3201-08A AT 92% RELATIVE HUMIDITY. 7. USE: AS REQUIRED BY CODES. 2.5 HARDWARE: A. DOORS: 1. HINGES: BLUM No. 70T555, 120 DEGREE "CLIP" HINGE. 2. PULLS: BECKER #BP225-04, 96 MM WITH ALUMINUM FINISH. 3. LOCKS: 5-PIN TUMBLER TYPE BY NATIONAL LOCK WITH MASTER KEY, OR EQUAL B. DRAWERS: 1. PULLS: BECKER #BP225-04, 96mm WITH ALUMINUM FINISH. 2. DRAWER AND FILE DRAWER SLIDES: KV MODEL #8400, 100 LB. CAPACITY, OR EQUAL. C. SHELVING: 1. ADJUSTABLE SHELVING: PRE-BORED 5mm DIAMETER AT 32mm ON CENTER. 2. SHELF CLIP: AMCO #11 EARTHQUAKE SAFETY WITH TWO 5mm PIN AT 32mm ON CENTER. D. GROMMETS: D. MOCKETT & CO., INC., SERIES 7G, BLACK COLOR AS SELECTED BY ARCHITECT; LOCATIONS AS INDICATED ON THE DRAWINGS. E. MAGNETIC CATCHES: 1. ACCEPTABLE MANUFACTURERS: A. BASIS OF DESIGN: STANLEY WORKS #SP41. B. EPCO, INC. C. SUGATSUNE AMERICA, INC. 2. FINISH: FINISH SELECTED BY ARCHITECT. F. RECESSED SHELF STANDARDS AND SUPPORTS: 1. ACCEPTABLE MANUFACTURERS: A. BASIS OF DESIGN: KNAPE AND VOGT MFG. CO., #255 STANDARD WITH #256 SUPPORT. B. STANLEY WORKS. C. JOHNSON HARDWARE, INC. D. SUGATSUNE AMERICA, INC. E. HAFELE AMERICA CO. 2. TYPE: STEEL. 3. FINISH: FINISH AS SELECTED BY ARCHITECT. G. UNDERCARRIAGE DRAWER SLIDES: 1. ACCEPTABLE MANUFACTURERS: A. BASIS OF DESIGN: KNAPE AND VOGT MFG. CO., #1500 B. ACCURIDE. C. GRANT HARDWARE CO. 2. CAPACITY: 50 LB. H. WIRE MANAGEMENT GROMMET: 1. ACCEPTABLE PRODUCTS: A. BASIS OF DESIGN; DOUG MOCKETT & CO., AS INDICATED ON DRAWINGS. B. OUTWATER PLASTICS, INC., #31-2". C. SUGATSUNE AMERICA, INC., #V60. D. HAFELE AMERICA, INC., #429.93.313. 2. PROVIDE SET INCLUDING GROMMET, GROMMET CAP AND SLOT COVER; COLOR AS SELECTED BY ARCHITECT FROM MANUFACTURER'S STANDARD SELECTION. I. FASTENERS: PROVIDE BOLTS, NAILS, SCREWS, TOGGLE BOLTS AND SIMILAR FASTENERS AS INDICATED OR REQUIRED TO ATTACH AND SECURE WORK. 1. FASTENERS FOR TRIM SHALL BE FINISHING NAILS FOR ATTACHMENT TO WOOD FRAMING, TRIM-HEAD SCREWS FOR ATTACHMENT TO METAL FRAMING. 2. MATERIAL AND FINISH FOR NON-PRESSURE TREATED AND FIRE-RETARDANT- TREATED COMPONENTS SHALL BE G90 HOT DIP GALVANIZED STEEL OR TYPE 304 STAINLESS STEEL, EXCEPT NAILS SHALL BE HOT DIP GALVANIZED. 3. MATERIAL AND FINISH FOR PRESSURE-TREATED COMPONENTS SHALL BE G185 HOT-DIP GALVANIZED STEEL OR TYPE 316L STAINLESS STEEL. 2.6 ADHESIVES: A. ADHESIVES, GENERAL: ADHESIVES SHALL NOT CONTAIN UREA FORMALDEHYDE. B. VOC LIMITS FOR INSTALLATION ADHESIVES: INSTALLATION ADHESIVES SHALL HAVE A VOC CONTENT LESS THAN THE CURRENT VOC CONTENT LIMITS OF SOUTH COAST AIR QUALITY MANAGEMENT DISTRICT (SCAQMD) RULE #1113, ARCHITECTURAL COATINGS, RULES IN EFFECT JANUARY 1, 2004. 2.7 FABRICATION: A. GENERAL: 1. QUALITY GRADE FOR ARCHITECTURAL WOODWORK SHALL BE AWI PREMIUM GRADE, EXCEPT THAT OPAQUE-FINISHED WOODWORK SHALL BE CUSTOM GRADE. 2. FABRICATE ARCHITECTURAL WOODWORK IN ACCORD WITH APPROVED SHOP DRAWINGS. 3. SEAL FACES AND EDGES OF MEDIUM DENSITY FIBERBOARD INDICATED TO BE SEALED OR FINISHED. 4. PERFORM VENEER OPERATIONS USING HOT PRESS METHOD USING MOISTURE-RESISTANT, FIRE-RETARDANT ADHESIVES. 5. SHOP-ASSEMBLE FOR DELIVERY TO SITE IN UNITS EASILY HANDLED AND TO PERMIT PASSAGE THROUGH BUILDINGS OPENINGS. ITEMS WHICH CANNOT BE MANUFACTURED IN ONE PIECE SHALL HAVE JOINTS AT LOGICAL BREAKING POINTS AND SHALL BE SO NOTED ON SHOP DRAWINGS. 6. WHEN NECESSARY TO CUT AND FIT ON SITE, PROVIDE MATERIALS WITH AMPLE ALLOWANCE FOR CUTTING. PROVIDE TRIM FOR SCRIBING AND SITE CUTTING. 7. SCRIBE, MITER AND ACCURATELY JOIN MEMBERS. 8. FINISH WORK SHALL BE SMOOTH, FREE FROM ABRASION, TOOL MARKS, OPEN JOINTS OR RAISED GRAIN ON EXPOSED SURFACES. B. CASEWORK: 1. FIT SHELVES, DOORS AND EXPOSED EDGES WITH MATCHING VENEER EDGING. USE ONE PIECE FOR FULL LENGTH ONLY. 2. WHERE COUNTERTOPS CAN NOT BE PROVIDED IN SINGLE LENGTH, JOIN JOIN USING COMPRESSION TYPE FASTENERS. 3. PROVIDE CUTOUTS FOR PLUMBING FIXTURES, INSERTS, APPLIANCES, OUTLET BOXES, FIXTURES AND FITTINGS. VERIFY LOCATIONS OF CUTOUTS FROM ONSITE DIMENSIONS. SEAL CONTACT SURFACES OF CUT EDGES. PART 3 - EXECUTION 3.1 PREPARATION: A. PRIOR TO PRE-INSTALLATION CONFERENCE, EXAMINE SUBSTRATES AND CONDITIONS TO RECEIVE WORK. CHECK THAT FLOORS AND WALL SUBSTRATES ARE LEVEL, PLUMB AND WITHIN TOLERANCES TO RECEIVE WORK SPECIFIED IN THIS SECTION. B. VERIFY MECHANICAL, ELECTRICAL AND BUILDING ITEMS AFFECTING WORK OF THIS SECTION ARE PLACED AND READY TO RECEIVE ARCHITECTURAL WOODWORK. C. DO NOT BEGIN WORK UNTIL UNSATISFACTORY SUBSTRATES OR CONDITIONS HAVE BEEN CORRECTED. D. PRE-INSTALLATION CONFERENCE: 1. PRIOR TO BEGINNING WORK, A PRE-INSTALLATION CONFERENCE WILL BE HELD TO REVIEW WORK TO BE ACCOMPLISHED. 2. CONTRACTOR, FABRICATOR/INSTALLER AND ARCHITECT SHALL BE PRESENT. 3. CONTRACTOR'S SUBMITTALS WILL BE REVIEWED. 4. SUBSTRATES AND CONDITIONS UNDER WHICH WOODWORK SHALL BE INSTALLED WILL BE REVIEWED. 5. CONTRACTOR SHALL NOTIFY ALL PARTIES AT LEAST SEVEN DAYS PRIOR TO TIME OF CONFERENCE. 6. CONTRACTOR SHALL RECORD MINUTES OF MEETING AND DISTRIBUTE TO ALL PARTIES IN ATTENDANCE. SECTION 06 6000 - PLASTIC FABRICATIONS PART 1 - GENERAL 1.1 RELATED DOCUMENTS: A. DRAWINGS AND GENERAL PROVISIONS OF THE CONTRACT, INCLUDING GENERAL AND SUPPLEMENTARY CONDITIONS AND OTHER DIVISION 1 SPECIFICATION SECTION, APPLY TO THIS SECTION. 1.2 SUMMARY: A. THIS SECTION INCLUDES THE PLASTIC FABRICATION AS SHOWN AND SPECIFIED IN THE DESCRIBED SYSTEM: 1. LOW WALL PARTITIONS B. RELATED SECTIONS INCLUDE THE FOLLOWING: 1. SECTION 05 5000 METAL FABRICATIONS 2. SECTION 06 2000 FINISH CARPENTRY AND MILLWORK 3. SECTION 06 6116 SOLID SURFACING FABRICATIONS 1.3 SUBMITTALS: A. GENERAL: SUBMIT THE FOLLOWING IN ACCORDANCE WITH CONDITIONS OF CONTACT AND DIVISION 1 SPECIFICATIONS. B. PRODUCT DATA: SUBMIT MANUFACTURER'S PRODUCT DATA; INCLUDE PRODUCT DESCRIPTION, FABRICATION INFORMATION, AND COMPLIANCE WITH SPECIFIED PERFORMANCE REQUIREMENTS C. SUBMIT PRODUCT TEST REPORTS FROM A QUALIFIED INDEPENDENT 3RD PARTY TESTING AGENCY INDICATING EACH TYPE AND CLASS OF PANEL SYSTEM COMPLIES WITH THE PROJECT PERFORMANCE REQUIREMENTS, BASED ON COMPREHENSIVE TESTING OF CURRENT PROJECTS. PREVIOUSLY COMPLETED TEST REPORTS WILL BE ACCEPTABLE IF FOR CURRENT MANUFACTURER AND INDICATIVE OF PRODUCTS USED ON THIS PROJECT. 1. TEST REPORTS REQUIRED ARE: A. RATE OF BURNING (ASTM D 635). B. SELF-IGNITION TEMPERATURE (ASTM D 1929). C. DENSITY OF SMOKE (ASTM D 2843). D. FLAME SPREAD AND SMOKE DEVELOPED TESTING (ASTM E 84). E. ROOM CORNER BURN TEST (NFPA 286). F. EXTENT OF BURNING (UL 94). G. IMPACT STRENGTH (ASTM D 3763). H. SAFETY GLAZING IMPACT RESISTANCE (ANSI Z97.1-2004). I. UPITT TEST FOR COMBUSTION PRODUCT TOXICITY. J. DYNAMIC ENVIRONMENTAL TESTING (ASTM STANDARDS D 5116 AND D 6670). E. SHOP DRAWINGS: INCLUDE PLANS, ELEVATIONS, SECTIONS, PANEL DIMENSIONS, DETAILS, AND ATTACHMENTS TO OTHER WORK. D. SAMPLES FOR VERIFICATION: 1. SUBMIT MINIMUM 4-INCH BY 4-INCH SAMPLE FOR EACH TYPE, TEXTURE, PATTERN AND COLOR OF SOLID PLASTIC FABRICATION. I. MAINTENANCE DATA: SUBMIT MANUFACTURER'S CARE AND MAINTENANCE DATA, INCLUDING CARE, REPAIR AND CLEANING INSTRUCTIONS. INCLUDE IN PROJECT CLOSEOUT DOCUMENTS. 1.4 QUALITY ASSURANCE: A. MANUFACTURERS QUALIFICATIONS: 1. MATERIALS AND SYSTEMS SHALL BE MANUFACTURED BY A COMPANY CONTINUOUSLY AND REGULARLY EMPLOYED IN THE MANUFACTURE OF SPECIFIED MATERIALS FOR A PERIOD OF AT LEAST FIVE (5) CONSECUTIVE YEARS AND WHICH CAN SHOW EVIDENCE OF THOSE MATERIALS BEING SATISFACTORILY USED ON AT LEAST SIX (6) PROJECTS OF SIMILAR SIZE, SCOPE AND LOCATION. AT LEAST THREE (3) OF THE PROJECTS SHALL HAVE BEEN SUCCESSFUL FOR USE FIVE (5) YEARS OF LONGER. 2. MANUFACTURED PANELS MUST BE PRODUCED FROM A MINIMUM OF 40% POST-INDUSTRIAL RECYCLE CONTENT. THIS RECYCLE CONTENT MUST BE CERTIFIED BY A RECOGNIZED 3RD PARTY CERTIFICATION GROUP, SUCH AS SCIENTIFIC CERTIFICATION SYSTEMS (SCS). 3. MANUFACTURER MUST OFFER A DOCUMENTED RECLAIM PROCESS THAT WILL TAKE BACK, AT THE MANUFACTURERS COST, PANELS THAT ARE AT THEIR END-OF LIFE CYCLE. 1.5 DELIVERY, STORAGE AND HANDLING A. DELIVER PLASTIC FABRICATIONS, SYSTEMS AND SPECIFIED ITEMS IN MANUFACTURER'S STANDARD PROTECTIVE PACKAGING. B. DO NOT DELIVER PLASTIC FABRICATIONS, SYSTEMS, AND COMPONENTS AND ACCESSORIES TO PROJECT SITE UNTIL AREAS ARE READY FOR INSTALLATION. C. STORE MATERIALS IN A FLAT ORIENTATION IN A DRY PLACE THAT IS NOT EXPOSED TO EXTERIOR ELEMENTS. D. HANDLE MATERIALS TO PREVENT DAMAGE TO FINISHED SURFACES. PROVIDE PROTECTIVE COVERINGS TO PREVENT DAMAGE OR STAINING FOLLOWING INSTALLATION FOR DURATION OF PROJECT. E. BEFORE INSTALLING PLASTIC FABRICATIONS, PERMIT THEM TO REACH ROOM TEMPERATURE. 1.6 PROJECT CONDITIONS A. ENVIRONMENTAL LIMITATIONS: DO NOT INSTALL SOLID POLYMER FABRICATIONS UNTIL SPACES ARE ENCLOSED AND WEATHERPROOF, AND AMBIENT TEMPERATURES AND HUMIDITY CONDITIONS ARE MAINTAINED AT THE LEVELS INDICATED FOR PROJECT WHEN OCCUPIED FOR ITS INTENDED USE. 1.7 WARRANTY: A. MANUFACTURER'S SPECIAL WARRANTY ON PLASTIC FABRICATIONS: MANUFACTURER'S STANDARD FORM AGREEING TO REPAIR OR REPLACE UNITS THAT FAIL IN MATERIAL OR WORKMANSHIP WITHIN THE SPECIFIED WARRANTY PERIOD. B. WARRANTY PERIOD: 2 YEAR AFTER THE DATE OF SUBSTANTIAL COMPLETION. C. THE WARRANTY SHALL NOT DEPRIVE THE OWNER OF OTHER RIGHTS OR REMEDIES THE OWNER MAY HAVE UNDER OTHER PROVISIONS OF THE CONTRACT DOCUMENTS, AND IS IN ADDITION TO AND RUNS CONCURRENT WITH OTHER WARRANTIES MADE BY THE CONTRACTOR UNDER THE REQUIREMENTS OF THE CONTRACT DOCUMENTS. PART 2 - PRODUCTS 2.1 MANUFACTURER: A. MANUFACTURER: 3FORM, INC., SALT LAKE CITY, UTAH, USA / TELEPHONE 801-649-2500. 2.2 MATERIALS: A. VARIA™ PRODUCED FROM ECORISING™ SHEET. 1. BASIS OF DESIGN PRODUCT: THE DESIGN OF PLASTIC FABRICATION IS BASED ON VARIA™ PRODUCED WITH ECORESIN™ AS PROVIDED BY 3FORM, INC. PRODUCTS FROM OTHER MANUFACTURERS MUST BE APPROVED BY THE ARCHITECT OR DESIGNER. 2. ENGINEERED POLYESTER RESIN. 3. SHEET SIZE: 4' X 8'. C. RESIN PANEL <RS-1> CHARACTERISTICS: 1. TYPE: AS IDENTIFIED IN THE FINISH LIST 2. GAUGE: 1/2" 3. FINISH: FRONT- SANDSTONE, BACK - SANDSTONE 4. EDGES: FLAME-POLISHED ON THE 3 VISIBLE SIDES WITH ROUNDED EDGES 5. ORIENTATION: VERTICAL B. RESIN PANEL <RS-2> CHARACTERISTICS: 1. TYPE: AS IDENTIFIED IN THE FINISH LIST 2. GAUGE: 1/2" 3. FINISH: FRONT- SANDSTONE, BACK - SANDSTONE 4. EDGES: FLAME-POLISHED ON THE 3 VISIBLE SIDES WITH ROUNDED EDGES 5. ORIENTATION: VERTICAL D. INTERLAYER MATERIALS: COMPATIBLE WITH POLYESTERS AND BONDING PROCESS TO CREATE A MONOLITHIC SHEET OF MATERIAL WHEN COMPLETE. E. SHEET MINIMUM PERFORMANCE ATTRIBUTES: 1. RATE OF BURNING (ASTM D 635). MATERIAL MUST ATTAIN CC1 RATING FOR A NOMINAL THICKNESS OF 1.5mm (0.060 IN.) AND GREATER. 2. SELF-IGNITION TEMPERATURE GREATER THAN 650 DEGREES F. 3. DENSITY OF SMOKE (ASTM D 2843). MATERIAL MUST HAVE A SMOKE DENSITY LESS THAN 75%. 4. FLAME SPREAD AND SMOKE DEVELOPED TESTING (ASTM E 84). MATERIAL MUST BE ABLE TO MEET A LEVEL OF CLASS A (FLAME SPREAD LESS THAN 25 AND SMOKE LESS THAN 450) AT THICKNESS OF 1". 5. ROOM CORNER BURN TEST (NFPA 286). MATERIAL MUST MEET CLASS A CRITERIA AT 1/4" THICKNESS AS DESCRIBED BY THE 2003 INTERNATIONAL BUILDING CODE. 6. EXTENT OF BURNING (UL 94). MUST SUBMIT UL CARD. 7. IMPACT STRENGTH. MINIMUM IMPACT STRENGTH TEST AS MEASURED BY ASTM D 3763 OF 20 FT. LBS. (FOR DURABILITY, SHIPPING, INSTALLATION, AND USE). 8. SAFETY GLAZING. MATERIAL MUST ATTAIN A CLASS A IMPACT RATING IN ACCORDANCE WITH ANSI Z97.1-2004 AT 1/8" THICKNESS. 9. UPITT TEST FOR COMBUSTION PRODUCT TOXICITY: PRODUCT MUST BE RECORDED AS "NOT MORE TOXIC THAN WOOD". 10. DYNAMIC ENVIRONMENTAL TESTING (ASTM STANDARDS D 5116 AND D 6670). PANELS MUST NOT HAVE DETECTABLE VOC OFF-GASSING AGENTS. 11. PANELS MUST BE PRODUCED FROM A MINIMUM OF 40% POST-INDUSTRIAL RECYCLE CONTENT. THIS RECYCLE CONTENT MUST BE CERTIFIED BY A RECOGNIZED 3RD PARTY CERTIFICATION GROUP, SUCH AS SCIENTIFIC CERTIFICATION SYSTEMS (SCS). 2.3 FABRICATION: A. GENERAL: FABRICATE PLASTIC FABRICATIONS TO DESIGNS, SIZES AND THICKNESSES INDICATED AND TO COMPLY WITH INDICATED STANDARDS. SIZES, PROFILES AND OTHER CHARACTERISTICS ARE INDICATED ON THE DRAWINGS. B. COMPLY WITH MANUFACTURER'S WRITTEN RECOMMENDATIONS FOR FABRICATION. C. MACHINING: ACCEPTABLE MEANS OF MACHINING ARE LISTED BELOW. ENSURE THAT MATERIAL IS NOT CHIPPED OR WARPED BY MACHINING OPERATIONS. 1. SAWING: SELECT EQUIPMENT AND BLADES SUITABLE FOR TYPE OF CUT REQUIRED. 2. DRILLING: DRILLS SPECIFICALLY DESIGNED FOR USE WITH PLASTIC PRODUCTS. 3. MILLING: CLIMB CUT WHERE POSSIBLE. 4. ROUTING. 5. TAPPING. D. FORMING: FORM PRODUCTS TO SHAPES INDICATED USING THE APPROPRIATE METHOD LISTED BELOW. COMPLY WITH MANUFACTURER'S WRITTEN INSTRUCTIONS. 1. COLD BENDING. 2. HOT BENDING. 3. THERMOFORMING: ACCEPTABLE ONLY ON UNCOATED MATERIAL. 4. DRAPE FORMING. 5. MATCHED MOLD FORMING. 6. MECHANICAL FORMING. E. LAMINATING: LAMINATE TO SUBSTRATES INDICATED USING ADHESIVES AND TECHNIQUES RECOMMENDED BY MANUFACTURER. 2.4 MISCELLANEOUS MATERIALS: A. GENERAL: PROVIDE PRODUCTS OF MATERIAL, SIZE, AND SHAPE REQUIRED FOR APPLICATION INDICATES, AND WITH A PROVEN RECORD OF COMPATIBILITY WITH SURFACES CONTACTED IN INSTALLATION. B. CLEANER: TYPE RECOMMENDED BY MANUFACTURER. C. FASTENERS: USE SCREWS DESIGNED SPECIFICALLY FOR PLASTICS. SELF-THREADING SCREWS ARE ACCEPTABLE FOR PERMANENT INSTALLATIONS. D. BONDING CEMENTS: MAY BE ACHIEVED WITH SOLVENTS OR ADHESIVES, SUITABLE FOR USE WITH PRODUCT AND APPLICATION. R No. F LICENSE STATE D O A RCHITECT C AL IFORNIA STEPHE WHITE RENEWAL DATE C-34829 N 08/31/27 SHEET TITLE PROJECT FACILITY FAC NO: BLDG NO: FLOOR LEV: SECTION: KP PROJ. NO. PERMIT NO. 555 W. Fifth Street Suite 2950 | Los Angeles, CA 90013 USA ARCHITECT CONSULTANT ARCHITECT SEAL CONSULTANT SEAL KAISER FOUNDATION HOSPITALS NATIONAL FACILITIES SERVICES 1800 HARRISON STREET OAKLAND, CALIFORNIA 94612 ISSUE / REVISION LOG NO. ISSUED DATE 0 5' 5 0 ' GR A P H I C S C A L E S : 1 / 1 6 " = 1 ' - 0 " 0 25 ' 1/ 8 " = 1 ' - 0 " 5' 0 12 ' 1/ 4 " = 1 ' - 0 " 1' 0 6' 1/ 2 " = 1 ' - 0 " 1' 0 2' 1- 1 / 2 " = 1 ' - 0 " 0 1' 3" = 1 ' - 0 " IF T H I S S H E E T I S N O T 30 " x 4 2 " , I T I S A R E D U C E D PR I N T - S C A L E AC C O R D I N G L Y AGENCY APPLICATION NUMBER AGENCY APPROVAL STAMP THIS DOCUMENT IS THE PROPERTY OF THE OWNER AND IS NOT TO BE USED WITHOUT OWNER'S WRITTEN PERMISSION. HZ PROJ. NO. www.huitt-zollars.com Phone 310.820.4600 | Fax 310.207.4215 C: \ U s e r s \ l r o b i n s o n \ O n e D r i v e - H u i t t - Z o l l a r s , I n c \ D o cu m e n t s \ R 3 1 4 4 1 2 . 3 5 K P H B M K P O J _ A 2 4 _ l r o b i n s o n L 2 M D X . r vt 1 1 / 3 / 2 0 2 5 3 : 4 4 : 0 0 P M SOCC 2022 R HBM 1st Fl KPOJ REMODEL G0-01 SPECIFICATIONS CA394-1 - CAP027721R314412.35 HARBOR/MacARTHUR MEDICAL OFF 3401 S. HARBOR BLVD. SANTA ANA, CALIFORNIA 92704 N/ASPECIFICATIONS - DIVISION 1 26 N/ASPECIFICATIONS - DIVISION 2 02 N/ASPECIFICATIONS - DIVISION 4 04 N/ASPECIFICATIONS - DIVISION 5 05 N/ASPECIFICATIONS - DIVISION 6 06N/ASPECIFICATIONS - DIVISION 3 03A N/ASPECIFICATIONS - DIVISION 3 CONT.03B CITY SUBMITTAL 11/03/2025 101125520, 20187249, 40140902 SECTION 06 6116 - SOLID SURFACING FABRICATIONS PART 1 - GENERAL 1.1 REFERENCES: A. APPLICABLE STANDARDS: STANDARDS OF THE FOLLOWING, AS REFERENCED HEREIN: 1. AMERICAN NATIONAL STANDARDS INSTITUTE (ANSI). 2. ASTM INTERNATIONAL (ASTM). 1.2 ACTION SUBMITTALS: A. SHOP DRAWINGS: INDICATE DIMENSIONS, COMPONENT SIZES, FABRICATION DETAILS ATTACHMENT PROVISIONS AND COORDINATION REQUIREMENTS WITH ADJACENT WORK. B. SAMPLES: SUBMIT MINIMUM 6" BY 6" SAMPLES. INDICATE FULL RANGE OF COLOR AND PATTERN VARIATION. APPROVED SAMPLES WILL BE RETAINED AS A STANDARD FOR WORK. C. PRODUCT DATA: INDICATE PRODUCT DESCRIPTION, FABRICATION INFORMATION AND COMPLIANCE WITH SPECIFIED PERFORMANCE REQUIREMENT. 1.3 CLOSEOUT SUBMITTALS: A. MAINTENANCE DATA: SUBMIT MANUFACTURER'S CARE AND MAINTENANCE DATA, INCLUDING REPAIR AND CLEANING INSTRUCTIONS. INCLUDE IN PROJECT CLOSEOUT DOCUMENTS. 1.5 DELIVERY, STORAGE AND HANDLING: A. DELIVER NO COMPONENTS TO PROJECT SITE UNTIL AREAS ARE READY FOR INSTALLATION. STORE INDOORS. B. HANDLE MATERIALS TO PREVENT DAMAGE TO FINISHED SURFACES. PROVIDE PROTECTIVE COVERINGS TO PREVENT PHYSICAL DAMAGE OR STAINING FOLLOWING INSTALLATION FOR DURATION OF PROJECT. 1.6 WARRANTY: A. PROVIDE MANUFACTURER'S WARRANTY AGAINST DEFECTS IN MATERIALS. WARRANTY SHALL PROVIDE FOR REPLACEMENT MATERIAL AND LABOR FOR A PERIOD OF FIVE YEARS, BEGINNING AT DATE OF SUBSTANTIAL COMPLETION. PART 2 - PRODUCTS 2.1 CAST ACRYLIC SURFACING MATERIAL: A. ACCEPTABLE PRODUCTS: 1. SEE FINISH LIST FOR SPECIFIED PRODUCT B. MATERIAL: CAST, 100% ACRYLIC RESIN, SOLID, STRUCTURAL SURFACING MATERIAL. 1. MATERIAL SHALL BE THROUGH-PATTERNED AND HOMOGENEOUS. NO COATED MATERIALS NOR NON-HOMOGENEOUS MATERIALS ALLOWED. 2. HARDNESS: MINIMUM 55 BARCOL HARDNESS, TESTED IN ACCORD WITH ASTM D2583-07, OR INIMUM 90 ROCKWELL HARDNESS, TESTED IN ACCORD WITH ASTM D785-08. 3. TENSILE STRENGTH: MINIMUM 4,200 PSI, TESTED IN ACCORD WITH ASTM D638-10. 4. ABRASION RESISTANCE: MAXIMUM 0.4 GRAMS AT 1,000 CYCLES, TESTED IN ACCORD WITH ASTM C501-84(2009). 5. FIRE-RESISTANCE: FLAME SPREAD AND SMOKE DEVELOPED MEETING ASTM E84-12C, CLASS I RATING. 6. COLOR STABILITY: NO CHANGE IN 200 HOURS, TESTED IN ACCORD WITH NEMA LD3-2005. 7. WATER ABSORPTION: MAXIMUM 0.04% FOR 3/4" THICKNESS AND 0.06% FOR 1/2" THICKNESS, TESTED IN ACCORD WITH ASTM D570-98(2010). 8. FUNGAL RESISTANCE: NO ATTACK WHEN TESTED IN ACCORD WITH ASTM G21-09. 9. BACTERIAL RESISTANCE: NO ATTACK WHEN TESTED IN ACCORD WITH ASTM G22-76(1996)(WITHDRAWN 2002). 10. IMPACT RESISTANCE: NO FRACTURE WHEN TESTED IN ACCORD WITH NEMA LD3-2005; SECTION 3.3, 144" DROP FOR 1/2" THICKNESS AND 204" DROP FOR 3/4" THICKNESS. 11. SUPERFICIAL DAMAGE TO A DEPTH OF 0.10" SHALL BE REPAIRABLE BY SANDING AND POLISHING. 12. SURFACES SHALL BE UN AFFECTED BY CLASS I REAGENTS AND SHALL BE REPAIRABLE AFTER EXPOSURE TO CLASS II REAGENTS. CLASS I AND II REAGENTS SHALL BE AS IDENTIFIED IN BASIS OF DESIGN MANUFACTURER'S PRODUCT DATA. 13. SURFACES AT DRUG COMPOUNDING COUNTER IN THE PHARMACY ARE TO BE CHEMICAL RESISTANT. C. FINISH: MATTE (GLOSS RATING OF 5-20). D. COLOR: AS SELECTED BY ARCHITECT. E. THICKNESS: AS INDICATED IN DRAWINGS. 2.2 ACCESSORY PRODUCTS: A. JOINT ADHESIVE: MANUFACTURER'S STANDARD, TWO-PART ADHESIVE KIT TO CREATE INCONSPICUOUS, NON-POROUS JOINTS, WITH A CHEMICAL BOND. B. SEALANT: MANUFACTURER'S STANDARD MILDEW-RESISTANT, USDA/UL RECOGNIZED SILICONE SEALANT IN COLOR MATCHING SURFACING OR CLEAR FORMULATIONS. C. ADHESIVES AND SEALANTS VOC CONTENT: ADHESIVE AND SEALANTS SHALL HAVE A VOC CONTENT LESS THAN THE CURRENT VOC CONTENT LIMITS OF SOUTH COAST AIR QUALITY MANAGEMENT DISTRICT (SCAQMD) RULE #1168, ADHESIVES AND SEALANTS, AMENDED JANUARY 7, 2005. 2.3 FABRICATION: A. FACTORY-FABRICATE COMPONENTS TO GREATEST EXTENT PRACTICABLE, TO SIZES AND SHAPES INDICATED, IN ACCORD WITH APPROVED SHOP DRAWINGS. B. FORM JOINTS BETWEEN COMPONENTS USING MANUFACTURER'S STANDARD JOINT ADHESIVE; WITHOUT CONSPICUOUS JOINTS AND WITHOUT VOIDS. ATTACH A 2" WIDE REINFORCING STRIP OF SOLID SURFACING UNDER EACH JOINT. C. PROVIDE FACTORY CUTOUTS FOR PLUMBING FITTINGS AND ACCESSORIES AS INDICATED. D. ROUT AND FINISH COMPONENT EDGES TO A SMOOTH, UNIFORM FINISH. ROUT CUTOUTS AND SAND EDGES SMOOTH. MACHINE RADII AND CONTOURS TO TEMPLATE. REPAIR OR REJECT DEFECTIVE AND INACCURATE WORK. E. EDGE TREATMENT FOR TOPS: AS INDICATED ON DRAWINGS. 2.4 SOURCE QUALITY CONTROL: A. ALLOWABLE TOLERANCES: 1. VARIATION IN COMPONENT SIZE: + -1/8". 2. LOCATION OF OPENINGS: + -1/8" FROM INDICATED LOCATION. PART 3 - EXECUTION 3.1 INSTALLATION: A. INSTALL COMPONENTS PLUMB, LEVEL AND RIGID, SCRIBED TO ADJACENT FINISHES, IN ACCORD WITH APPROVED SHOP DRAWINGS AND PRODUCT DATA. B. FORM FIELD JOINTS USING SPECIFIED ADHESIVE, WITH JOINTS INCONSPICUOUS IN FINISHED WORK. C. PROVIDE BACK AND END SPLASHES AS INDICATED. ADHERE TO COUNTERTOPS USING SPECIFIED COLOR-MATCHED SILICONE ADHESIVE. D. KEEP COMPONENTS CLEAN DURING INSTALLATION. REMOVE ADHESIVES, SEALANTS AND OTHER STAINS. KEEP CLEAN UNTIL DATE OF SUBSTANTIAL COMPLETION. REPLACE STAINED COMPONENTS. E. MAKE PLUMBING CONNECTIONS TO SINKS IN ACCORD WITH DIVISION 22, PLUMBING. 3.2 PROTECTION: A. PROTECT SURFACES FROM DAMAGE UNTIL DATE OF SUBSTANTIAL COMPLETION. REPAIR OR REPLACE DAMAGED WORK WHICH CANNOT BE REPAIRED. END OF SECTION PART 3 - EXECUTION 3.1 EXAMINATION: A. EXAMINE SUBSTRATES, AREAS, AND CONDITIONS WHERE INSTALLATION OF PLASTIC FABRICATIONS WILL OCCUR, WITH INSTALLER PRESENT, FOR COMPLIANCE WITH MANUFACTURER'S REQUIREMENTS. VERIFY THAT SUBSTRATES AND CONDITIONS ARE SATISFACTORY FOR INSTALLATION AND COMPLY WITH REQUIREMENTS SPECIFIED. 3.2 INSTALLATION: A. GENERAL: COMPLY WITH MANUFACTURER'S WRITTEN INSTRUCTIONS FOR THE INSTALLATION OF PLASTIC FABRICATIONS. B. MANUFACTURER'S SHOP TO FABRICATE ITEMS TO THE GREATEST DEGREE POSSIBLE. C. UTILIZE FASTENERS, ADHESIVES AND BONDING AGENTS RECOMMENDED BY MANUFACTURER FOR TYPE OF INSTALLATION INDICATED. MATERIAL THAT IS CHIPPED, WARPED, HAZED OR DISCOLORED AS A RESULT OF INSTALLATION OR FABRICATION METHODS WILL BE REJECTED. D. INSTALL COMPONENTS PLUMB, LEVEL AND RIGID, SCRIBED TO ADJACENT FINISHES, IN ACCORDANCE WITH APPROVED SHOP DRAWINGS AND PRODUCT DATA. E. FORM FIELD JOINTS MANUFACTURER'S RECOMMENDED PROCEDURES. LOCATE SEAMS IN PANELS SO THAT THEY ARE NOT DIRECTLY IN LINE WITH SEAMS IN SUBSTRATES. 3.3 CLEANING AND PROTECTION: A. PROTECT SURFACES FROM DAMAGE UNTIL DATE OF SUBSTANTIAL COMPLETION. REPAIR WORK OR REPLACE DAMAGED WORK, WHICH CANNOT BE REPAIRED TO ARCHITECT'S SATISFACTION. END OF SECTION DIVISION 7 - THERMAL AND MOISTURE PROTECTION SECTION 07 8400 - FIRESTOPPING PART 1 - GENERAL 1.1 SUMMARY: A. RELATED WORK: 1. GYPSUM BOARD. 2. PLUMBING. 3. ELECTRICAL. 1.2 SYSTEM PERFORMANCE REQUIREMENTS: A. FIRESTOPPING SYSTEMS SHALL PROVIDE RESISTANCE TO SPREAD OF FIRE, AND PASSAGE OF SMOKE AND OTHER GASES ACCORDING TO REQUIREMENTS INDICATED, INCLUDING BUT NOT LIMITED TO THE FOLLOWING: 1. FIRESTOP PENETRATIONS PASSING THROUGH FIRE RESISTANCE RATED WALL AND FLOOR ASSEMBLIES AND OTHER LOCATIONS AS INDICATED ON DRAWINGS. 2. PENETRATION FIRESTOPPING SYSTEMS SHALL HAVE BEEN TESTED AND APPROVED BY A THIRD PARTY TESTING AGENCY. 3. THROUGH-PENETRATION FIRESTOP SYSTEMS AND DEVICES SHALL RESIST SPREAD OF FIRE, AND PASSAGE OF SMOKE AND OTHER GASES ACCORDING TO REQUIREMENTS INDICATED, INCLUDING BUT NOT LIMITED TO THE FOLLOWING: A. F - RATING SHALL EQUAL OR EXCEED THE RATING OF THE FIRE-RESISTIVE CONSTRUCTION ASSEMBLY THROUGH WHICH THE PENETRATION IS MADE, AS DETERMINED BY ASTM E814-11A, BUT SHALL NOT BE NOT LESS THAN 1-HOUR. B. T- RATING, IN ADDITION TO F-RATING, AT PENETRATIONS LOCATED OUTSIDE OF A WALL CAVITY, SHALL EQUAL FIRE-RESISTIVE RATING OF FLOOR CONSTRUCTION, AS DETERMINED BY ASTM E814-11A, BUT SHALL BE NOT LESS THAN 1-HOUR. C. L - RATING: IN ADDITION TO F AND T RATINGS, FIRESTOPPING SHALL HAVE AN L - RATING, AS DETERMINED BY UL 1479, WHERE INDICATED BY CODE. 4. FIRESTOP SYSTEMS USING CEMENTITIOUS FILL MATERIALS SHALL NOT BE PERMITTED. 5. SYSTEMS USED WITHIN OR ADJACENT TO OCCUPIED SPACES SHALL BE FREE OF VOLATILE SOLVENTS, NOXIOUS FUMES AND STRONG ODORS. 1.3 ACTION SUBMITTALS: A. SHOP DRAWINGS: SUBMIT DETAILED DRAWINGS OF EACH TYPE AND SIZE PENETRATION THROUGH FIRE-RATED CONSTRUCTION, INDICATING MATERIALS, DIMENSIONS, ASSEMBLY CONSTRUCTION AND RATING. INDICATE THROUGH-PENETRATION FIRESTOP SYSTEM DESIGN LISTINGS, INCLUDING ILLUSTRATIONS FROM A QUALIFIED TESTING AND INSPECTION AGENCY FOR EACH TYPE PENETRATION. B. PRODUCT DATA: SUBMIT PRODUCT DATA AND INSTALLATION INSTRUCTIONS FOR EACH TYPE OF INSTALLATION. INCLUDE INSTALLATION DETAILS AND TEST REPORTS INDICATING THAT FIRESTOPPING MATERIALS, SYSTEMS AND DEVICES MEET SPECIFIED REQUIREMENTS AND DESIGN CRITERIA. INDICATE CLASSIFICATION MARKING OF QUALIFIED TESTING AND INSPECTION AGENCY. 1.4 QUALITY ASSURANCE: A. APPLICABLE STANDARDS; STANDARDS OF THE FOLLOWING, AS REFERENCED HEREIN: 1. ASTM INTERNATIONAL (ASTM). 2. FACTORY MUTUAL RESEARCH (FMR) 3. NATIONAL FIRE PROTECTION ASSOCIATION (NFPA). 4. UNDERWRITERS LABORATORIES, INC. (UL). B. FIRE-TEST-RESPONSE CHARACTERISTICS: PROVIDE FIRESTOPPING SYSTEM DESIGN LISTING BY A TESTING AND INSPECTION AGENCY IN ACCORD WITH THE SPECIFIED UL STANDARDS. C. ACCEPTABLE INSTALLER SHALL BE: 1. INSTALLER QUALIFICATIONS: A FIRM THAT HAS BEEN APPROVED BY FM GLOBAL ACCORDING TO FM GLOBAL 4991, "APPROVAL OF FIRESTOP CONTRACTOR," OR BEEN EVALUATED BY UL AND FOUND TO COMPLY WITH UL's "QUALIFIED FIRESTOP CONTRACTOR PROGRAM REQUIREMENTS." 2. LICENSED BY STATE OR LOCAL AUTHORITY, WHERE APPLICABLE. D. SINGLE SOURCE RESPONSIBILITY: OBTAIN FIRESTOP SYSTEMS FOR EACH KIND OF PENETRATION AND CONSTRUCTION CONDITION INDICATED FROM A SINGLE PRIMARY FIRESTOP SYSTEMS MANUFACTURER. 1. MATERIALS FROM DIFFERENT MANUFACTURER THAN ALLOWED BY TESTED AND LISTED SYSTEM SHALL NOT BE INTERMIXED IN THE SAME FIRESTOP SYSTEM OR OPENING. 2. INSTALL TESTED AND LISTED FIRESTOP SYSTEMS BEFORE INSTALLING AN ENGINEERING JUDGEMENT OR EQUIVALENT FIRE RESISTANCE RATED ASSEMBLY (EFFRA). E. SECURE INSPECTION AND APPROVAL OF FIRESTOPPING WORK BY BUILDING OFFICIALS PRIOR TO CONCEALMENT. F. SUPPORT PENETRATING ELEMENTS INDEPENDENTLY OF FIRESTOPPING SYSTEMS OR DEVICES. G. DO NOT COVER UP FIRESTOPPING INSTALLATIONS UNTIL OWNER'S INSPECTION AGENCY OR AUTHORITIES HAVING JURISDICTION HAVE EXAMINED EACH INSTALLATION. PART 2 - PRODUCTS 2.1 MATERIALS, GENERAL: A. VOC CONTENT: PENETRATION FIRESTOPPING SEALANTS AND SEALANT PRIMERS SHALL HAVE A VOC CONTENT LESS THAN THE CURRENT VOC CONTENT LIMITS OF SOUTH COAST AIR QUALITY MANAGEMENT DISTRICT (SCAQMD) RULE #1113, ARCHITECTURAL COATINGS, RULES IN EFFECT JANUARY 1, 2004. 2.2 THROUGH-PENETRATION FIRESTOP SYSTEMS: A. ACCEPTABLE MANUFACTURERS; SUBJECT TO COMPLIANCE WITH SPECIFIED REQUIREMENTS: 1. HILTI USA. 2. 3M FIRE PROTECTION PRODUCTS. 3. SPECIFIED TECHNOLOGIES, INC. (STI). PART 3 - EXECUTION 3.1 EXAMINATION: A. EXAMINE AREAS TO RECEIVE FIRESTOPPING MATERIALS PRIOR TO BEGINNING WORK. VERIFY THAT OPENING AREAS AND DIMENSIONS FOR PENETRATIONS TO RECEIVE FIRESTOPPING SYSTEMS AND DEVICES DO NOT EXCEED DESIGN REQUIREMENTS. B. REMOVE PROJECTIONS INTERFERING WITH INSTALLATION. PREPARE SURFACES IN ACCORD WITH MANUFACTURER'S PRODUCT DATA AND UL THROUGH-PENETRATION FIRESTOP DEVICES NUMBERS. 3.2 PREPARATION: A. PRIMING: PRIME SUBSTRATES WHERE RECOMMENDED BY FIRESTOPPING MANUFACTURER USING THAT MANUFACTURER'S RECOMMENDED PRODUCTS AND METHODS. CONFINE PRIMERS TO AREAS OF BOND. DO NOT ALLOW SPILLAGE AND MIGRATION ONTO EXPOSED SURFACES. B. MASKING TAPE: USE MASKING TAPE TO PREVENT FIRESTOPPING FROM CONTACTING ADJOINING SURFACES THAT WILL REMAIN EXPOSED UPON COMPLETION OF THE WORK. REMOVE TAPE AS SOON AS IT IS POSSIBLE TO DO SO WITHOUT DISTURBING THE FIRESTOPPING SEAL WITH SUBSTRATES. 3.3 INSTALLATION: A. GENERAL: 1. COMPLY WITH MANUFACTURER'S PRODUCT DATA AND UL CLASSIFIED FOR THROUGH-PENETRATION FIRESTOP DEVICES NUMBERS. 2. INSTALL FIRESTOPPING MATERIALS FITTED TO ADJACENT CONSTRUCTION TO FILL VOIDS. 3. FIRESTOP PENETRATIONS THROUGH FIRE-RATED WALLS, PARTITIONS, FLOORS AND FLOOR/CEILING ASSEMBLIES WITH TESTED ASSEMBLIES IN ACCORD WITH UL 1479 OR WITH A THROUGH-PENETRATION FIRESTOP SYSTEM OR DEVICE WHEN TESTED IN ACCORD WITH ASTM E814-11A. 4. FIRESTOPPING SHALL COMPLY WITH CODE REQUIREMENTS. B. THROUGH-PENETRATION FIRESTOP SYSTEMS AND DEVICES: 1. INSTALL AT PENETRATIONS THROUGH FIRE-RATED FLOOR AND WALL CONSTRUCTION, INCLUDING PARTITIONS AND FLOOR/ CEILING ASSEMBLIES, IN ACCORD WITH MANUFACTURER'S PRODUCT DATA AND UL SYSTEM NUMBERS. PROVIDE MATERIALS AND ACCESSORIES AS REQUIRED. 2. INSTALL INTUMESCENT TYPE FIRESTOP SYSTEMS WHERE PLASTIC PIPING, CABLE, CONDUIT AND OTHER COMBUSTIBLE ITEMS, INCLUDING INSULATED METAL PIPES, PENETRATE FIRE-RATED CONSTRUCTION. 3. AT CONTRACTOR'S OPTION, THROUGH-PENETRATION FIRESTOP DEVICES OF SIMILAR FUNCTION MAY BE INSTALLED IN LIEU OF FIRESTOP SYSTEMS. 4. DO NOT REMOVE FORMING MATERIALS UNLESS SPECIFIED IN SYSTEM DESIGNS. C. FIRESTOP SEALANT: SEAL PERIMETERS, VOIDS AND JOINTS OF FIRE-RATED WALLS AND PARTITIONS,INCLUDING ABUTMENT OF FLOOR AND ROOF OR CEILING STRUCTURE, AND FLUTES OF METAL DECKING. 1. IF REQUIRED BY UL DESIGN, INSTALL MINERAL WOOL OR CERAMIC FIBER IN CAVITIES, PACKED FULL AND TIGHT WITH ALLOWANCE FOR SEALANT INSTALLATION. 2. SEAL BOTH FACES OF WALLS AND PARTITIONS WITH FIRESTOP SEALANT. TOOL SEALANTFLUSH WITH ADJACENT FINISH. 3. IN ACCORD WITH UL FIRE RESISTANCE DIRECTORY DESIGNS, PACKED CONCRETE AND MASONRY JOINTS SHALL BE SEALED USING FIRESTOP SEALANT OR USING SEALANT AS SPECIFIED IN JOINT SEALANTS SECTION. D. MINERAL FIBER SAFING: 1. INSTALL SAFING IN CAVITIES OF PENETRATIONS THROUGH NON-RATED FLOOR AND WALL CONSTRUCTION, INCLUDING SPACES AROUND PIPING, CONDUITS, CABLES AND DUCT PENETRATIONS. 2. INSTALL SAFING IN VOIDS AND JOINTS OF NON-RATED WALLS AND PARTITIONS ABUTTING METAL DECKING OF FLOOR AND ROOD STRUCTURES. PACK FLUTES OF METAL DECKING SOLID WITH SAFING MATERIAL. 3. SAFING SHALL BE INSTALLED AT JOINTS AND PENETRATIONS IN NON-RATED CONSTRUCTION NOT EXPOSED TO VIEW AND CONCEALED IN FINISH WORK. SECURE SAFING BY COMPRESSING INTO VOIDS OR JOINTS AND USING MANUFACTURER'S STANDARD CLIPS OR CLOSURE PLATES AS REQUIRED. 3.4 CLEANING: A. CLEAN OFF EXCESS FILL MATERIALS AND SEALANTS ADJACENT TO OPENINGS AND JOINTS AS WORK PROGRESSES. USE METHODS AND CLEANING MATERIALS APPROVED BY MANUFACTURERS OF FIRESTOPPING PRODUCTS AND OR ASSEMBLIES IN WHICH OPENINGS AND JOINTS OCCUR. B. PROTECT FIRESTOPPING DURING AND AFTER CURING PERIOD FROM CONTACT WITH CONTAMINATING SUBSTANCES. END OF SECTION DIVISION 8 - OPENINGS SECTION 08 1113 HOLLOW METAL FRAMES PART 1 - GENERAL 1.01 SUMMARY A. SECTION INCLUDES: 1. HOLLOW METAL DOORS AND FRAMES OR HOLLOW METAL DOORS AS INDICATED. 2. HOLLOW METAL WINDOW FRAMES OR HOLLOW METAL DOOR AND WINDOW FRAMES. 1.02 DESIGN REQUIREMENTS A. DOOR-AND-FRAME ASSEMBLIES OR FRAMES SHALL INCLUDE REINFORCING AND PROVISIONS FOR HARDWARE AS SHOWN AND SPECIFIED. DRAWINGS INDICATE PROFILE AND GENERAL DETAILS OF STEEL FRAME FABRICATION AND INSTALLATION. 1.03 SUBMITTALS A. SHOP DRAWINGS: SUBMIT COMPOSITE SHOP DRAWINGS INDICATING DETAILED RELATIONSHIPS OF INSTALLATION INCLUDING WORK OF ADJACENT CONSTRUCTION, FINISH HARDWARE, SECURITY, FIRE AND LIFE SAFETY DEVICES, GLAZING, SEALING, AND REQUIREMENTS FOR FIELD INSTALLATION. INCLUDE ELEVATIONS OF EACH HOLLOW METAL DOOR TYPE, DETAILS OF EACH FRAME TYPE, LOCATION SCHEDULE OF DOORS AND FRAMES INDICATING SAME REFERENCE FOR DETAILS AND OPENINGS AS INDICATED ON DRAWINGS, CONDITIONS OF OPENINGS OF VARIOUS WALL SECTIONS AND MATERIALS, TYPICAL AND SPECIAL DETAILS OF CONSTRUCTION, METHODS OF ASSEMBLING SECTIONS, LOCATION AND INSTALLATION REQUIREMENTS FOR HARDWARE, MATERIAL SIZE, SHAPE, AND THICKNESS, AND JOINTS AND CONNECTIONS. B. PRODUCT DATA: SUBMIT MANUFACTURER'S PRODUCT DATA INDICATING COMPOSITION AND CONSTRUCTION FOR EACH FABRICATED ITEM INCLUDING LOUVERS, COATINGS, FINISHES, AND OTHER COMPONENTS DEMONSTRATING COMPLIANCE WITH REFERENCED STANDARDS. C. CERTIFICATION: SUBMIT CERTIFICATION OF COMPLIANCE WITH REFERENCED STANDARDS AND SPECIFIED CRITERIA, INCLUDING BUT NOT LIMITED TO FIRE RATINGS IN ACCORDANCE WITH UL 10C, PHYSICAL ENDURANCE IN ACCORDANCE WITH ANSI A250.4 AND PRIME PAINT PERFORMANCE IN ACCORDANCE WITH ANSI A250.10.. 1.04 QUALITY ASSURANCE A. MANUFACTURER QUALIFICATIONS: MINIMUM DOCUMENTED EXPERIENCE OF MORE THAN FIVE YEARS IN WORK OF THIS SECTION. B. INSTALLER QUALIFICATIONS: MINIMUM DOCUMENTED EXPERIENCE OF MORE THAN FIVE YEARS IN WORK OF THIS SECTION C. COORDINATE WITH HARDWARE SUPPLIER FOR FABRICATION OF DOORS AND FRAMES TO RECEIVE HARDWARE ITEMS. D. REFERENCES: WORK SHALL COMPLY WITH PHYSICAL AND PERFORMANCE REQUIREMENTS OF FOLLOWING STANDARDS, INCLUDING STANDARDS REFERENCED IN THEM, EXCEPT FOR MORE STRINGENT PROVISIONS SPECIFIED HEREIN OR REQUIRED BY REGULATORY AGENCIES: 1. ANSI/SDI A250.8, SDI 100 RECOMMENDED SPECIFICATIONS FOR STANDARD STEEL DOORS AND FAMES. 2. HMMA, GUIDE SPECIFICATIONS FOR COMMERCIAL HOLLOW METAL DOORS & FRAMES (STANDARD OF NATIONAL ASSOCIATION OF ARCHITECTURAL METAL MANUFACTURERS). 3. ANSI/SDI A250.4, TEST PROCEDURE AND ACCEPTANCE CRITERIA FOR PHYSICAL ENDURANCE FOR STEEL DOORS, FRAMES, FRAME ANCHORS AND HARDWARE REINFORCINGS. 4. ANSI A250.10, TEST PROCEDURE AND ACCEPTANCE CRITERIA FOR PRIME PAINTED STEEL DOORS AND FRAMES. 5. ANSI A250.6, RECOMMENDED PRACTICE FOR HARDWARE REINFORCING ON STANDARD STEEL DOORS AND FRAMES. E. STANDARDS OF FABRICATION AND INSTALLATION: 1. FINISHED WORK SHALL BE OF UNIFORM PROFILE, ACCURATELY FABRICATED, RIGID AND STRONG, SQUARE AND TRUE, NEAT IN APPEARANCE, SMOOTH AND FREE FROM DENTS, WAVES, WARPS, BUCKLES, OPEN JOINTS, TOOL MARKS AND/OR OTHER DEFECTS. 2. STEEL SHEET SHALL BE CLEAN WITH SMOOTH SURFACES FREE OF SCALE, PITTING OR OTHER DEFECTS. 3. CONSTRUCTION JOINTS SHALL BE FLUSH, TIGHT AND WELDED THEIR FULL LENGTH, GROUND FLUSH AND SMOOTH ON EXPOSED SURFACES. 4. FRAME AND DOOR REINFORCING AND HARDWARE PROVISIONS SHALL BE PERFORMED IN FABRICATION SHOP. PROVIDE CUTS, WELDS, AND OTHER FABRICATIONS BEFORE GALVANIZING OR SHOP PRIMING. 5. LINES AND MOLDED MEMBERS SHALL BE STRAIGHT AND TRUE WITH ANGLES AS SHARP AS PRACTICAL FOR THICKNESS INVOLVED, SURFACES FLAT, AND FASTENINGS CONCEALED. 1.05 WARRANTY A. MANUFACTURER SHALL PROVIDE A FIVE YEAR MATERIAL WARRANTY. B. INSTALLER SHALL PROVIDE A TWO YEAR FABRICATION AND INSTALLATION WARRANTY. PART 2 - PRODUCTS 2.01 MANUFACTURERS A. FRAMES SHALL BE PRODUCTS OF A SINGLE MANUFACTURER. B. THE FOLLOWING ARE ACCEPTABLE MANUFACTURERS, AS ARE OTHERS THAT CAN DEMONSTRATE THEIR PRODUCTS ARE EQUIVALENT IN QUALITY, PERFORMANCE AND COMPLIANCE WITH THESE SPECIFICATIONS. 1. SECURITY METAL PRODUCTS CORP. 2. CURRIES MANUFACTURING, INC. 3. STEELCRAFT. 4. AMWELD METAL DOORS AND FRAMES. 5. STILES CUSTOM METAL, INC. 6. DOOR COMPONENTS INC. 7. CECO DOOR. 8. EQUAL. C. MATERIALS, FABRICATION AND INSTALLATION MUST COMPLY WITH REQUIREMENTS OF STANDARDS REFERENCED IN SECTION 1.04, QUALITY ASSURANCE. 2.02 MATERIALS A. STEEL: 1. INTERIOR DOORS AND FRAMES: COLD-ROLLED STEEL SHEETS, COMMERCIAL QUALITY CARBON STEEL, ASTM A1008. 2. STEEL SHALL BE FREE OF SCALE, PITTING, COIL BREAKS OR OTHER SURFACE BLEMISHES, AND FREE OF BUCKLES, WAVES OR OTHER DEFECTS. 3. STEEL THICKNESSES EXPRESSED IN STEEL GAGES (MSG) IS FOR REFERENCE ONLY. ACTUAL STEEL THICKNESSES MUST MEET MINIMUM REQUIREMENTS OF ASTM STANDARDS AND AS DESCRIBED IN ANSI/SDI A250.8. B. SUPPORTS AND ANCHORS: FABRICATE FROM A MINIMUM 16 GAUGE GALVANIZED SHEET STEEL UNLESS NOTED OTHERWISE. C. FASTENERS: PROVIDE AS SHOWN ON DRAWINGS AND TO SUIT CONDITIONS OF SECURE INSTALLATIONS. D. SHOP PAINT: 1. CONFORM TO STEEL STRUCTURES PAINTING COUNCIL (SSPC) FOR STEEL COMPONENTS. 2. PRETREATMENT/PRIMING COATINGS SHALL BE COMPATIBLE WITH PROJECT SITE FINISH PAINTING SYSTEM IN ACCORDANCE WITH SECTION 09 9000. 2.03 FABRICATION GENERAL A.GENERAL: FABRICATE HOLLOW METAL UNITS TO BE RIGID, NEAT IN APPEARANCE, AND FREE FROM DEFECTS INCLUDING WARP OR BUCKLE. 1. ACCURATELY FORM METAL TO REQUIRED SIZES AND PROFILES. FIT AND ASSEMBLE UNITS IN MANUFACTURER’S PLANT. WHERE PRACTICAL, FACTORY OR SHOP FIT AND ASSEMBLE UNITS FOR SHIPMENT. 2. WELD JOINTS CONTINUOUSLY; GRIND, DRESS, AND MAKE SMOOTH, FLUSH, AND INVISIBLE. FILLER TO CONCEAL MANUFACTURING DEFECTS OR DAMAGE IS NOT PERMITTED. 3. CORNER JOINTS: FINISH CORNER JOINTS BY MITERING, OR COPING AND BUTTING, OR A COMBINATION OF BOTH. TRIM AND BACKBEND SHALL BE CONTINUOUS AROUND CORNER. 4. CONTINUOUSLY WELD JOINTS FOR FULL DEPTH AND WIDTH OF FRAME, TRIM, AND BACKBENDS. 5. CLEARANCES FOR FIRE-RATED DOORS: AS REQUIRED BY NFPA 80. 2.04 FRAMES A. GENERAL: PROVIDE FULLY WELDED STEEL FRAMES WITH INTEGRAL STOPS AND TRIM FOR DOORS, TRANSOMS, SIDELIGHTS, BORROWED LIGHTS, AND OTHER OPENINGS, AND WITH DETAILS INDICATED FOR TYPE AND PROFILE. USE CONCEALED FASTENINGS, UNLESS OTHERWISE INDICATED. B. METAL THICKNESS OF FRAMES (MINIMUM): 1. INTERIOR HOLLOW METAL FRAMES UP TO 4-FOOT WIDE 16 GAGE 2. INTERIOR HOLLOW METAL FRAMES WIDER THAN 4-FOOT 14 GAGE C. SUPPORTS AND ANCHORS: FABRICATE FROM AT LEAST 16-GAGE, GALVANIZED STEEL SHEET. FRAME ANCHORS SHALL COMPLY WITH FIRE RATED LABEL REQUIREMENTS OF OPENING. 1. FLOOR ANCHORS: A. MINIMUM THICKNESS: 12 GAGE GALVANIZED STEEL SHEET OR BENT STEEL PLATE, SECURELY FASTENED INSIDE EACH JAMB, WITH TWO HOLES IN ANCHOR AT EACH JAMB FOR 3/8 INCH FLOOR ANCHORAGE FASTENERS. FOR PREFRAMED WOOD STUD WALLS PROVIDE AND ADDITIONAL WOOD STUD ANCHOR LOCATED AS CLOSE TO THE BOTTOM OF THE JAMB AS IS PRACTICAL. B. WHERE REQUIRED AT SLOPING AND UNEVEN FLOOR CONDITIONS, OR TO COORDINATE ADJUSTMENTS FOR TRIM ALIGNMENTS, PROVIDE ADJUSTABLE FLOOR ANCHORS, PROVIDING AT LEAST 2-INCH HEIGHT ADJUSTMENTS. 2. JAMB ANCHORS: A. LOCATE ANCHORS NEAR TOP AND BOTTOM AND AT INTERMEDIATE POINTS NOT TO EXCEED 24 INCHES ON CENTER. PROVIDE TWO ANCHORS PER HEAD FOR OPENINGS UP TO 48 INCHES WIDE; OVER 48 INCHES WIDE PROVIDE ANCHORS AT 24 INCHES ON CENTER MAXIMUM. B. ANCHORS IN STUD PARTITIONS: PROVIDE STEEL ANCHORS, 16 GAGE MINIMUM SHEET STEEL, OF DESIGN TO SUIT PARTITION CONSTRUCTION, SECURELY WELDED INSIDE EACH JAMB. C. THROUGH-FRAME ANCHORS: AT FRAMES INDICATED TO BE ANCHORED WITH BOLTS THROUGH FRAME, PROVIDE COUNTERSUNK HOLES FOR BOLTS WITH 16 GAUGE MINIMUM SHEET STEEL STIFFENERS FULL THICKNESS OF FRAME, AND SECURELY WELDED INSIDE EACH FRAME AT EACH HOLE. D. INSERTS, BOLTS, AND FASTENERS: PROVIDE MANUFACTURER'S STANDARD UNITS. WHERE ZINC-COATED ITEMS ARE TO BE BUILT INTO EXTERIOR WALLS, COMPLY WITH ASTM A153 CLASS C OR D AS REQUIRED. E. HEAD REINFORCING: REINFORCING SHALL NOT ACT AS LINTEL OR LOAD-CARRYING MEMBER AND SHALL COMPLY WITH FIRE RATING REQUIREMENTS. PROVIDE AT FRAMES REGARDLESS OF WHETHER A CLOSER IS CALLED FOR. F. HARDWARE REINFORCEMENT AND ACCESSORIES: 1. BUTT HINGE: 7 GAGE MINIMUM. 2. CONTINUOUS HINGE: 14 GAGE CONTINUOUS STRIP REINFORCING. 3. HEAD ASSEMBLIES: REINFORCED INTERNALLY WITH, FULL LENGTH, 10 GAGE ANGLES ON EACH SIDE OF FRAME AND BAR AT BOTTOM OF STOP FOR CLOSER REINFORCEMENT IN FRAMES AS SHOWN IN DETAIL #2 OF THIS SECTION. 4. REINFORCING FOR OTHER ITEMS OF FINISH HARDWARE SHALL BE ACCOMPLISHED ACCORDING TO ANSI A250.6. G. GLAZED OPENINGS: APPLIED STOPS WITH MITERED OR BUTTED CORNERS, OF MINIMUM 18 GAGE GALVANIZED STEEL, ONE-PIECE LENGTHS, SECURED WITHIN 3” OF ENDS AND AT 12” CENTERS WITH OVAL HEAD COUNTERSUNK TAMPER RESISTANT SCREWS. CORNER JOINTS SHALL BE FURNISHED WITH CONTACT EDGES CLOSED TIGHT, WITH TRIM FACES MITERED AND CONTINUOUSLY WELDED. FRAMES FOR MULTIPLE OPENINGS SHALL BE PROVIDED WITH MULLION AND/OR RAIL MEMBERS, FABRICATED OF CLOSED TUBULAR SHAPES WITH NO VISIBLE SEAMS OR JOINTS. JOINTS BETWEEN FACES OF ABUTTING MEMBERS SHALL BE SECURELY WELDED AND FINISHED SMOOTH. PROVIDE CONDENSATE WEEPS 4 INCHES ON CENTERS, MAXIMUM. I. DOOR SILENCERS: DRILL AND PUNCH FRAMES FOR THREE SILENCERS AT LOCK JAMB OF SINGLE SWING DOORS OR IN DOUBLE DOORS WITH ASTRAGAL AND ONE SILENCER PER LEAF IN HEADS OF DOUBLED DOOR FRAMES. J. WHERE FRAMES ARE INSTALLED IN WALLS SITTING ON A CONCRETE CURB, PROVIDE A CLOSURE PLATE OR EXTEND BACKBENDS TO PROVIDE CLOSURE WHERE FRAME ABUTS CONCRETE CURB 2.05 SHOP PRIMING A. EXPOSED AND CONCEALED METAL SURFACES OF HOLLOW METAL DOORS, FRAMES AND OTHER HOLLOW METAL WORK OF THIS SECTION SHALL BE BONDERIZED AND THEN SHOP PRIMED. B. EXPOSED SURFACES OF DOORS, FRAMES AND ACCESSORIES SHALL BE FILLED, SANDED SMOOTH AND CLEANED BEFORE PAINTING. C. EXPOSED SURFACES SHALL BE SHOP PRIMED AFTER ASSEMBLY. PART 3 - EXECUTION 3.01 FRAME INSTALLATION A. INSTALL STEEL FRAMES ACCURATELY IN LOCATION, PERFECT ALIGNMENT, PLUMB, STRAIGHT AND TRUE. BRACE FRAMES TO PREVENT DISPLACEMENT. B. ANCHOR FRAMES IN STEEL AND WOOD FRAME PARTITIONS WITH MANUFACTURER RECOMMENDED ANCHORS. C. INSTALL FRAME AT FIRE RATED OPENINGS IN ACCORDANCE WITH NFPA STANDARD NO. 80. D. FURNISH FILLER FOR ANCHOR ATTACHMENT SCREWS, AND SAND SMOOTH. 3.02 PRIME COAT TOUCH-UP A. IMMEDIATELY AFTER INSTALLATION, REMOVE RUST, REPAIR DAMAGED SURFACES TO NEW CONDITION, SAND SMOOTH, AND INSTALL TOUCH-UP PRIMER. 3.03 CLEAN UP A. REMOVE RUBBISH, DEBRIS AND WASTE MATERIALS AND LEGALLY DISPOSE OF OFF PROJECT SITE. 3.04 PROTECTION A. PROTECT WORK OF THIS SECTION UNTIL SUBSTANTIAL COMPLETION. END OF SECTION SECTION 08 1416 FLUSH WOOD DOORS PART 1 - GENERAL 1.01 SUMMARY A. SECTION INCLUDES: 1. WOOD DOORS. B. RELATED REQUIREMENTS: 1. DIVISION 01 - GENERAL REQUIREMENTS. 2. SECTION 06 2000 - FINISH CARPENTRY. 3. SECTION 08 1113 - HOLLOW METAL DOORS AND FRAMES 4. SECTION 08 7100 - DOOR HARDWARE. 5. SECTION 08 8000 - GLAZING. 6. SECTION 09 9000 - PAINTING AND COATING. 1.02 DESIGN REQUIREMENTS A. DRAWINGS INDICATE SIZES, LOCATIONS AND GENERAL DETAILS OF WOOD DOOR CONSTRUCTION AND INSTALLATION. 1.03 SUBMITTALS A. SHOP DRAWINGS: SUBMIT SCHEDULES, PLANS, ELEVATIONS AND DETAILS INDICATING DOOR CONSTRUCTION DETAILS, OPENING IDENTIFICATION SYMBOLS, SIZES, DOOR TYPE AND GRADE, FIRE CLASSIFICATION, SWING, LIGHT AND LOUVER CUTOUT SIZE AND LOCATIONS, AND UNDERCUTS. B. PRODUCT DATA: SUBMIT MANUFACTURERS TECHNICAL DATA FOR EACH SPECIFIED DOOR TYPE, INCLUDING DETAILS OF WOOD SPECIES, DESIGN AND CONSTRUCTION, FACTORY FINISHING SPECIFICATIONS AND INSTALLATION INSTRUCTIONS. C. CERTIFICATES: 1. SUBMIT CERTIFICATE THAT SOLID CORE DOORS COMPLY WITH ALL REQUIREMENTS OF ANSI/WDMA I.S. 1-A. 2. SUBMIT CERTIFICATION THAT FIRE RATED DOORS COMPLY WITH CBC SECTION 715 OR UL 10B. 1.04 QUALITY ASSURANCE A. WOOD DOORS CONSTRUCTION, MANUFACTURE, AND FABRICATION SHALL CONFORM TO ANSI/WDMA I.S. 1-A, CUSTOM GRADE, EXTRA HEAVY DUTY GRADE INCLUDING THE LATEST REVISIONS, AND SPECIAL REQUIREMENTS SPECIFIED. B. DOORS SHALL BE FABRICATED, HARDWARE FACTORY FITTED AND MACHINED, AND FACTORY FINISHED, UNLESS NOTED OTHERWISE. C. WOOD DOOR FINISHES SHALL COMPLY WITH THE ARCHITECTURAL WOODWORK INSTITUTE STANDARDS. D. DOORS SHALL BE PRODUCTS OF ONE MANUFACTURER. 1.05 WARRANTY A. MANUFACTURER SHALL PROVIDE A TWO YEAR MATERIAL WARRANTY FOR EXTERIOR DOORS. B. MANUFACTURER SHALL PROVIDE A LIFE TIME MATERIAL WARRANTY FOR INTERIOR DOORS. C. INSTALLER SHALL PROVIDE A TWO YEAR FABRICATION AND INSTALLATION WARRANTY FOR ALL DOORS. PART 2 - PRODUCTS 2.01 MANUFACTURERS A. PROVIDE PRODUCTS MANUFACTURED BY ONE OF THE FOLLOWING: 1. ALGOMA HARDWOOD INC. 2. BRENTWOOD MANUFACTURING. 3. EGGERS INDUSTRIES. 4. MOHAWK FLUSH DOOR, INC 5. VT INDUSTRIES, INC. 6. WESTERN OREGON DOOR. 7. EQUAL. 2.02 DOOR CONSTRUCTION A. INTERIOR FLUSH DOORS: 1. INTERIOR DOORS SHALL BE FURNISHED AS FOLLOWS: A. TRANSPARENT FINISHED (STAINED): CUSTOM GRADE. SOLID WOOD CORE, 5 PLY, VENEER FACED, FULLY BONDED TO CORE. B. OPAQUE FINISHED (PAINTED): CUSTOM GRADE. SOLID WOOD CORE, 5 PLY, MDO HARDBOARD FACE, FULLY BONDED TO CORE. 2. STRUCTURAL-COMPOSITE-LUMBER-CORE DOORS: A. STRUCTURAL COMPOSITE LUMBER: WDMA I.S.10. B. SCREW WITHDRAWAL, FACE: 700 POUND-FEET. C. SCREW WITHDRAWAL, EDGE: 400 POUND-FEET. 3. EDGE STRIPS: KILN-DRIED BIRCH, MAPLE OR OTHER MATERIAL AS INDICATED. A. TRANSPARENT FINISHED DOORS: SAME SPECIES AS FACE VENEER OR SIMILAR IN OVERALL COLOR, GRAIN, CHARACTER AND CONTRAST AS THE FACE VENEER. B. OPAQUE FINISHED DOORS: CLOSE GRAIN HARDWOOD. 4. FULL STILE EDGE STRIP SHALL BE NOT LESS THAT 1 ½ INCHES WIDE, TWO PLY STILE. STILES SHALL BE FULLY BONDED TO THE CORE. THE OUTER FACE STILE SHALL BE FULL LENGTH ¾ INCH BIRCH OR MAPLE. THE INNER BACK STILE SHALL BE ¾ INCH OF SIMILAR SPECIES WHICH MAY HAVE TWO FINGER JOINTS FULLY BONDED TO CORE. 5. TOP AND BOTTOM EDGE RAILS SHALL BE FULL LENGTH AND MAY BE OF GLUED UP STOCK OF SIMILAR SPECIES AS EDGE STRIP, WHITE FIR OR DOUGLAS FIR, MINIMUM DENSITY 24.33 POUNDS OR HIGHER PER CUBIC FOOT. TOP RAIL SHALL BE MINIMUM OF 2 INCHES. BOTTOM RAIL SHALL BE MINIMUM OF 5 INCHES FULLY BONDED TO CORE. 6. CROSSBANDING: DOORS SHALL BE FURNISHED WITH FULL WIDTH CROSSBANDING OF PROPERLY DRIED HARDWOOD OR ENGINEERED FIBER COMPOSITE MATERIAL, 1/16 INCH THICK, WITH A DENSITY OF 52 POUNDS OR HIGHER PER CUBIC FOOT. 7. FACE VENEER FOR TRANSPARENT FINISHED DOORS: CUSTOM GRADE, VENEER SHALL BE GRADE”A”. MINIMUM THICKNESS SHALL BE 0.0277 INCHES BEFORE SANDING AND 0.020 INCHES AFTER SANDING OF SPECIFIED FACE VENEER. A. VENEER SPECIES: B. VENEER CUT: ROTARY C. VENEER MATCH: BOOK D. PAIRS: NOT MATCHED 8. OPAQUE FINISHED DOORS: CUSTOM GRADE MEDIUM DENSITY OVERLAY HARDBOARD. 9. ADHESIVE AND BONDING: BONDING BETWEEN VENEER PLIES OF WOOD FACE PANEL, AND BETWEEN DOOR FACES, FRAME AND CORE UNIT SHALL BE FABRICATED WITH TYPE I OR II WATERPROOF ADHESIVES FOR INTERIOR DOORS. 10. OPENINGS: OPENINGS FOR LIGHTS, LOUVERS AND GRILLES SHALL BE PERFORMED BY THE MANUFACTURER, OR IN A CERTIFIED DOOR SERVICE MILL IN ACCORDANCE WITH MANUFACTURER’S DETAILS, AND IN COMPLIANCE WITH TESTING AGENCY REQUIREMENTS. 2.03 FINISHING: A. FACTORY FINISHING: 1. FACTORY FINISHING SHALL BE AWI CUSTOM GRADE AND INCLUDE ALL NECESSARY PREPARATION, MATERIALS AND LABOR TO PROVIDE AN CLEAR TRANSPARENT FINISH. 1. FINISH FACES, ALL FOUR EDGES, EDGES OF CUTOUTS, AND MORTISES. STAINS AND FILLERS MAY BE OMITTED ON TOP AND BOTTOM EDGES, EDGES OF CUTOUTS, AND MORTISES. 2. FINISH: UV CURABLE, WATER BASED. 3. STAINING: AS SELECTED BY ARCHITECT FROM MANUFACTURER'S FULL RANGE. 4. SHEEN: SEMIGLOSS. B. JOB SITE FINISHING: 1. DOORS INDICATED TO BE JOB SITE FINISHED SHALL BE FACTORY BACK PRIMED. A. DOORS SCHEDULED FOR OPAQUE PAINT FINISH: PRIME WITH ONE COAT OF WOOD PRIMER INDICATED ON SECTION 09 9000 - PAINTING AND COATING. B. DOORSSCHEDULES FOR TRANSPARENT FINISH: PRIME WITH STAIN AND FIRST COAT OF FINISH AS INDICATED IN SECTION 09 9000 - PAINTING AND COATING. 2. DOOR FINISH: PER SECTION 09 9000 - PAINTING AND COATING. PART 3 - EXECUTION 3.01 INSTALLATION A. PROVIDE EACH DOOR ACCURATELY CUT, TRIMMED, AND FITTED TO ITS FRAME AND HARDWARE. CLEARANCE AT LOCK AND HANGING STILE AND AT TOP SHALL BE 1/8 INCH, AND BOTTOM SHALL NOT EXCEED 1/4 INCH EXCEPT WHERE OTHERWISE INDICATED. ARISES SHALL BE ROUNDED TO A 1/16 INCH RADIUS, AND LOCK RAIL EDGES SHALL BE SLIGHTLY BEVELED. SCREWS FOR HARDWARE SHALL NOT BE DRIVEN BUT SCREWED INTO PRE-DRILLED HOLES. B. DOORS SHALL OPERATE FREELY, BUT NOT LOOSELY, WITHOUT STICKING OR BINDING, WITHOUT HINGE-BIND CONDITIONS AND WITH HARDWARE PROPERLY ADJUSTED AND FUNCTIONING. 3.02 CLEAN UP A. REMOVE RUBBISH, WASTE AND DEBRIS AND LEGALLY DISPOSE OF OFF THE PROJECT SITE. 3.03 PROTECTION A. PROTECT THE WORK OF THIS SECTION UNTIL SUBSTANTIAL COMPLETION. END OF SECTION SECTION 08 8000 GLAZING PART 1 - GENERAL 1.01 SUMMARY A. SECTION INCLUDES: 1. GLASS AND GLAZING AS INDICATED. B. RELATED REQUIREMENTS: 1. DIVISION 01 - GENERAL REQUIREMENTS. 2. SECTION 08 1416 - FLUSH WOOD DOORS. 3. SECTION 08 5113 - ALUMINUM WINDOWS. 1.02 SUBMITTALS A. PRODUCT DATA: SUBMIT MANUFACTURER'S DESCRIPTIVE LITERATURE AND I INSTALLATION RECOMMENDATIONS FOR GLASS, GLAZING, AND ACCESSORIES. B. MATERIAL SAMPLES: SUBMIT 6-INCH SQUARE UNITS OF EACH TYPE OF GLASS SPECIFIED. 1.03 QUALITY ASSURANCE A. LABELING: LABEL EACH PIECE OF GLASS AND GLAZING AND MIRRORS WITH M MANUFACTURER'S NAME, AND THE GRADE OR QUALITY OF THE MATERIAL. LABELS SHALL BE INTACT BEFORE AND AFTER INSTALLATION. FIRE-PROTECTION-RATED GLAZING SHALL BEAR A LABEL OR OTHER IDENTIFICATION IN ACCORDANCE TO CBC 715.5. B. COMPLY WITH THE FOLLOWING AS A MINIMUM REQUIREMENT: 1. ASTM C864 - STANDARD SPECIFICATION FOR DENSE ELASTOMERIC COMPRESSION SEAL GASKETS, SETTING BLOCKS, AND SPACERS. 2. ASTM C1036 - STANDARD SPECIFICATION FOR FLAT GLASS. 3. ASTM C1048 - STANDARD SPECIFICATION FOR HEAT-TREATED FLAT GLASS —KIND HS, KIND FT COATED AND UNCOATED GLASS. 4. CPSC 16 CFR 1201 - SAFETY STANDARDS FOR ARCHITECTURAL GLAZING MATERIALS ISSUED BY THE CONSUMER PRODUCTS SAFETY COMMISSION. 5. GANA - GLAZING MANUAL. C. QUALIFICATIONS OF INSTALLER: MINIMUM FIVE YEARS EXPERIENCE INSTALLING GLASS IN PROJECTS OF SIMILAR SCOPE AND COMPLEXITY. 1.04 DELIVERY, STORAGE AND HANDLING A. DELIVER GLASS AND GLAZING MATERIALS WITH MANUFACTURER'S LABELS INTACT. B. DO NOT REMOVE LABELS UNTIL GLASS HAS BEEN INSTALLED AND INSPECTED BY THE PROJECT INSPECTOR. C. PROTECT GLASS FROM STAINING, MARKING, AND DAMAGE. D. PUTTY AND GLAZING COMPOUND SHALL BE DELIVERED TO THE PROJECT SITE IN MANUFACTURER'S ORIGINAL UNBROKEN CONTAINERS LABELED TO IDENTIFY C ONTENTS. 1.05 PROJECT CONDITIONS A. PERFORM GLAZING WHEN AMBIENT TEMPERATURE IS ABOVE 40 DEGREES F. B. PERFORM GLAZING ON CLEAN, DRY SURFACES ONLY. 1.06 WARRANTY A. MANUFACTURER SHALL PROVIDE A TEN YEAR MATERIAL WARRANTY. B. MANUFACTURER SHALL PROVIDE A TWENTY YEAR MATERIAL WARRANTY FOR COATINGS AND THERMALLY OR ACOUSTICALLY RATED INSULATION UNITS AGAINST DETERIORATION IN ACOUSTIC OR THERMAL RATING. C. INSTALLER SHALL PROVIDE A THREE YEAR FABRICATIONS AND INSTALLATION WARRANTY. PART 2 - PRODUCTS 2.01 ACCEPTABLE MANUFACTURERS AND FABRICATORS A. TO MAXIMUM EXTENT POSSIBLE, PROVIDE DOMESTICALLY MANUFACTURED AND FABRICATED GLASS, AND PROVIDE GLASS FROM ONE MANUFACTURER. B. TYPES OF GLASS SPECIFIED OR INDICATED SHALL BE MANUFACTURED OR FABRICATED BY ONE OF THE FOLLOWING (U.N.O.): 1. PILKINGTON LOF (FIRE RATED GLAZING). 2. PPG GLASS TECHNOLOGY. 3. VISTEON FLOAT GLASS OPERATIONS. 4. VIRACON. 5. SOUTHWEST TECHNOLOGIES. 6. EQUAL. 2.02 GLASS MATERIALS A. GENERAL: CONFORM TO ASTM C1036, ASTM C1048 AND TO ANSI Z97.1. LABEL FACTORY CUT PANES. B. FLOAT GLASS: TYPE I, (TRANSPARENT GLASS FLAT), CLASS 1 (CLEAR), QUALITY Q3, (GLAZING SELECT), MINIMUM 1/4 INCH THICKNESS UNLESS OTHERWISE INDICATED O R REQUIRED. C. TINTED FLOAT GLASS: TYPE I (TRANSPARENT GLASS), CLASS 2 (TINTED HEAT ABSORBING AND LIGHT REDUCING), QUALITY Q3 (GLAZING SELECT), MANUFACTURED BY PPG OR LOF, COLOR AS SELECTED BY ARCHITECT, MINIMUM 1/4 INCH THICKNESS UNLESS OTHERWISE INDICATED OR REQUIRED. D. TEMPERED GLASS: CONDITION A (UNCOATED SURFACES), TYPE I OR II, CLASS 1, QUALITY Q3 (GLAZING SELECT), KIND FT (FULLY TEMPERED GLASS), MATCH COLOR OF CLEAR OR TINTED GLASS AS APPLICABLE; FULLY THERMAL TEMPERED, HEAT STRENGTHENING OR CHEMICAL TEMPERING IS NOT PERMITTED. PERFORM TEMPERING BY HORIZONTAL OSCILLATING ROLLER HEARTH OR HIGH SPEED R OLLER HEARTH PROCESS. DO NOT PERMIT FABRICATION PROCESSES LEAVING GRIPPER OR TONG MARKS. HANDLE AND SIZE GLASS ACCORDING TO MANUFACTURER'S WRITTEN INSTRUCTIONS. E. CLEAR LAMINATED GLASS: TWO LAYERS OF 1/8 INCH CLEAR FLOAT GLASS WITH 0.030 INCH THICK HIGH STRENGTH POLYVINYL BUTYRAL LAMINATING SHEET. F. TINTED LAMINATED GLASS: ONE LAYER OF 1/8 INCH CLEAR FLOAT GLASS AND ONE LAYER OF TINTED GLASS TO MATCH OTHER WINDOWS, WITH 0.030 INCH THICK HIGH STRENGTH POLYVINYL BUTYRAL LAMINATING SHEET. EDGES OF LAMINATED GLASS SHALL BE TREATED WITH ARGOTEC, ARGO EDGE SEAL PLUS, OR EQUAL, EDGE PROTECTION TO PREVENT CONTACT OF LAMINATING SHEET WITH SEALANTS. G. LOW EMISSIVITY GLASS (LOW E GLASS): PROVIDE UNITS WITH THIN METALLIC HIGH- TRANSMITTANCE COATING APPLIED TO THE NUMBER 3 SURFACE OF THE U NIT, UNLESS OTHERWISE INDICATED. THE U-VALUE FOR THE IGU SHALL BE NO GREATER THAN 0.34, UNLESS OTHERWISE INDICATED. H. OBSCURE GLASS: TYPE II (PATTERNED), CLASS 1 (CLEAR), FORM 3 (PATTERNED), QUALITY Q7 (DECORATIVE), PATTERNED ONE SIDE, PATTERN AS INDICATED OR S ELECTED. I. THERMOPLASTIC GLAZING: POLYCARBONATE SHEET SHALL BE ULTRA-VIOLET STABILIZED MATERIAL, CLEAR OR GLARE REDUCING AS INDICATED, 1/4 INCH THICK A AS MANUFACTURED BY GENERAL ELECTRIC COMPANY “LEXAN”, DUPONT, OR E EQUAL. GLARE REDUCING GLAZING SHALL BE GRAY IN COLOR, PROVIDING A LIGHT TRANSMISSION OF 14 PERCENT. 2.03 GLASS SETTING MATERIALS A. SETTING BLOCKS: ASTM C864, CHANNEL SHAPE; HAVING ¼ INCH INTERNAL DEPTH, S SHORE A HARDNESS OF 80 TO 90 DUROMETER. BLOCKS SHALL BE A MINIMUM 2 INCH LONG. BLOCK WIDTH SHALL BE APPROXIMATELY 1/16 INCH LESS THAN THE FULL WIDTH OF THE RABBET. BLOCK THICKNESS SHALL BE AT LEAST 3/16 INCH, SIZED FOR RABBET DEPTH AS REQUIRED. B. SPACERS: ASTM C864, CHANNEL SHAPE, WITH ¼ INCH INTERNAL DEPTH, 3/32 INCH FLANGES, EB, 1/8 INCH THICK, ONE TO 3 INCHES LONG. SPACERS SHALL PROVIDE SHORE A HARDNESS OF 40 TO 50 DUROMETER. C. VINYL GLAZING CHANNELS: PROFILE COMPATIBLE WITH FRAMING SYSTEM AND DESIGNED TO ACCOMMODATE GLASS OF SPECIFIED THICKNESS, LIGHT GRAY IN COLOR. PROVIDE FOR DRY GLAZING ALUMINUM FRAMES WHERE INDICATED OR PERMITTED. D. GLAZING TAPE: POLY-ISOBUTYLENE BASED SEALANT TAPE, CONFORMING TO AAMA 804.1, WITH ADHESIVE ONE SIDE PROTECTED BY TEMPORARY PAPER COVER, EXTRU-SEAL MANUFACTURED BY PECORA CORP., NO. 303 BY PROTECTIVE TREATMENTS, INC., OR EQUAL. E. SPRING STEEL SPACERS: GALVANIZED STEEL WIRE OR STRIP DESIGNED TO POSITION GLAZING IN CHANNEL OR RABBET SASH WITH STOPS. F. GLAZING CLIPS: GALVANIZED STEEL SPRING WIRE DESIGNED TO HOLD GLASS IN POSITION IN RABBET SASH WITHOUT STOPS. G. GLAZING POINTS (SPRIGS): PURE ZINC STOCK, THIN, FLAT, TRIANGULAR OR D IAMOND-SHAPED PIECES, 1/4 INCH MINIMUM SIZE. H. GLAZING SEALANTS FOR METAL SASH: GE SILICONES SILGLAZE II 2800, GE SILICONES SILPRUF, GE SILICONES 1200 SILICONE, AND DOW CORNING 999A. POLYBUTYLENE, OLEORESINOUS, ASPHALT, AND OIL BASE SEALANTS ARE N NOT PERMITTED. PROVIDE SEALANT OF SAME COLOR AS STRUCTURAL SILICONE SEALANT UNLESS OTHERWISE REQUIRED. I. GLAZING COMPOUND FOR WOOD SASH: PROVIDE ACRYLIC LATEX GLAZING COMPOUND FOR BEDDING AND SEALING GLASS IN WOOD FRAMES J. GLAZING COMPOUNDS AND SEALANTS FOR THERMOPLASTIC: PROVIDE SILICONE, BUTYL, OR POLYSULFIDE GLAZING COMPOUND. 2.04 SPEAK HOLES A. SPEAK HOLES SHALL BE STOCK NO. 444, 4 TO 6-INCH DIAMETER FOR 1/4-INCH T TEMPERED FLOAT GLASS, STAINLESS STEEL AS MANUFACTURED BY NISSEN AND CO., N666 BY C.R. LAURENCE CO., OR EQUAL. PART 3 - EXECUTION 3.01 TOLERANCES A. THICKNESS INDICATED OR SPECIFIED ARE NOMINAL WITHIN STANDARD TOLERANCES. MAXIMUM SIZE OF VERTICAL PANES SHALL NOT EXCEED THE FOLLOWING: FLOAT THICKNESS: 1/8 INCH 3/16 INCH 1/4 INCH MAXIMUM AREAS IN SQUARE FEET: 12 16 20 WHEN EXCEEDING THESE SQUARE FOOT MEASUREMENTS GLASS IS TO BE SAFETY GLAZED. 3.02 INSTALLATION, GENERAL A. GLAZED CABINET DOORS, WINDOWS, TRANSOMS, AND FIXTURES, NOT OTHERWISE NOTED OR INDICATED, SHALL BE GLAZED WITH CLEAR FLOAT GLASS. ROOM OR ENTRANCE DOORS SHALL BE GLAZED WITH CLEAR WIRE GLASS. B. OBSCURE GLASS IN EXTERIOR OPENINGS SHALL BE INSTALLED WITH SMOOTH SIDE OF GLASS TO WEATHER. PATTERNED GLASS SHALL BE INSTALLED WITH PATTERN R RUNNING VERTICALLY, UNLESS OTHERWISE INDICATED. C. GLAZING TAPES OR SEALANTS SHALL BE INSTALLED WHEREVER GLASS CONTACTS WOOD OR METAL SURFACES. WIDTH OF STRIPS SHALL BE AS REQUIRED. D. GLAZING COMPOUND SHALL BE NEATLY AND CLEANLY INSTALLED IN STRAIGHT LINES, EVEN WITH INSIDE EDGE OF SASH MEMBERS. THUMB PUTTYING IS NOT PERMITTED. E. DISPLAY CASES AND SLIDING GLASS DOORS IN CASEWORK: GLASS IN DISPLAY CASES SHALL BE ¼ INCH CLEAR LAMINATED GLASS AS INDICATED. EDGES OF GLASS SHALL BE ROUNDED AND POLISHED. F. GLAZING ALUMINUM SASH: GLAZING MATERIAL IN ALUMINUM SASH SHALL BE INSTALLED IN COMPOUND AND SECURED IN PLACE WITH ALUMINUM GLAZING BEADS. IN ADDITION, HORIZONTAL BEADS SHALL BE INSTALLED WITH 6-INCH BY 1 INCH, TYPE A, SELF-TAPPING, STAINLESS STEEL, PHILLIPS-HEAD SCREWS, INSTALLED INTO PRE-DRILLED, COUNTER-SUNK HOLES AND SPACED 2 INCHES FROM EACH END AND 9 INCHES ON CENTERS. 3.03 INSTALLATION OF GLASS A. CONFORM TO REQUIREMENTS OF GANA GLAZING MANUAL. B. PROVIDE EDGE BLOCKING TO COMPLY WITH REQUIREMENTS OF REFERENCED G GLAZING STANDARD, EXCEPT WHERE OTHERWISE REQUIRED BY GLASS UNIT MANUFACTURER. C. PROVIDE COMPRESSIBLE FILLER RODS OR EQUIVALENT BACK-UP MATERIAL TO PREVENT SEALANT FROM EXTRUDING INTO GLASS CHANNEL WEEP SYSTEMS, FROM ADHERING TO BACK SURFACE OF JOINTS AND TO CONTROL DEPTH OF SEALANT FOR OPTIMUM PERFORMANCE. D. FORCE SEALANTS INTO GLAZING CHANNELS, IN MANNER TO ELIMINATE VOIDS AND TO ENSURE COMPLETE BOND OF SEALANT TO GLASS AND CHANNEL SURFACES. E. TOOL EXPOSED SURFACES OF SEALANTS TO PROVIDE FOR DRAINAGE AWAY FROM GLASS. INSTALL PRESSURIZED TAPES AND GASKETS TO PROTRUDE SLIGHTLY OUT OF CHANNEL TO ELIMINATE DIRT AND MOISTURE POCKETS. F. WHERE DRY GLAZING OF ALUMINUM FRAME IS INDICATED OR PERMITTED, PROVIDE VINYL GLAZING CHANNELS INSTALLED IN ACCORDANCE WITH FRAME MANUFACTURERS WRITTEN RECOMMENDATIONS. DO NOT STRETCH CHANNELS. MITER CORNERS. G. FOR TAPE GLAZING, FURNISH TAPE OF THICKNESS TO PROVIDE APPROXIMATELY 30 PERCENT COMPRESSION. CUT TAPE TO PROPER LENGTH AND INSTALL TO PERMANENT STOPS, THE ENTIRE LENGTH OF THE HEAD AND SILL FIRST, THEN TO J JAMBS. BUTT TAPE TOGETHER WITH NO OVERLAP AND REMOVE PAPER BACKING. INSTALL GLASS ON SETTING BLOCKS AT QUARTER POINTS AND MAINTAIN UNIFORM GLASS EDGE CLEARANCE AROUND ENTIRE PERIMETER OF GLASS. MAINTAIN MANUFACTURER'S RECOMMENDED EDGE CLEARANCE AND BITE ON GLASS. INSTALL GLASS FIRMLY INTO TAPE WITH A SLIGHT LATERAL MOVEMENT TO ASSURE PROPER ADHESION. INSTALL TAPE TO REMOVABLE STOP WITH EVENLY DISTRIBUTED FIRMNESS, SMOOTHING OUT WRINKLES IN TAPE. SECURE REMOVABLE STOP IN PROPER POSITION SO TAPE MAKES CONTACT WITH GLASS AS STOP IS INSTALLED, FORCING CONTACT WITH GLASS AND COMPLETELY SEALING JOINT. REMOVE EXCESS TAPE FROM BOTH SIDES AT SLIGHT ANGLE OVER SIGHT LINE. DO NOT UNDERCUT. H. GLASS IN WOOD FRAMES: INSTALL GLASS WITH GLAZING POINTS AND SETTING BLOCKS AS REQUIRED. SEAL GLASS WITH GLAZING COMPOUND AND SECURE WITH WOOD STOPS. INSTALL STOPS WITH FINE FINISHING NAILS, AND SET FOR PUTTY STOPPING. I. PATTERNED GLASS: INSTALL GLASS WITH ONE PATTERNED SMOOTH SURFACE ON THE WEATHER SIDE. J. LAMINATED GLASS: SASHES, WHICH ARE TO RECEIVE LAMINATED GLASS, SHALL BE WEEPED TO THE OUTSIDE TO PERMIT WATER IN THE CHANNEL TO DRAIN FROM THE FRAME. 3.04 PROTECTION AND CLEANING A. PROTECT EXTERIOR GLASS FROM BREAKAGE BY FURNISHING CROSSED STREAMERS ATTACHED TO FRAMING AND AWAY FROM GLASS SURFACE. DO NOT DIRECTLY INSTALL MARKERS TO GLASS SURFACES. REMOVE NON-PERMANENT LABELS AND CLEAN SURFACES. B. PROTECT GLASS FROM CONTACT WITH CONTAMINATING SUBSTANCES RESULTING FROM CONSTRUCTION OPERATIONS. IF, DESPITE SUCH PROTECTION, CONTAMINATING SUBSTANCES DO COME INTO CONTACT WITH GLASS, REMOVE IMMEDIATELY BY METHOD RECOMMENDED BY GLASS MANUFACTURER. C. EXAMINE GLASS SURFACES ADJACENT TO OR BELOW EXTERIOR CONCRETE AND OTHER MASONRY SURFACES AT FREQUENT INTERVALS DURING CONSTRUCTION, BUT NOT LESS OFTEN THAN ONCE A MONTH, FOR BUILD-UP OF DIRT, SCUM, ALKALI DEPOSITS OR STAINING. WHEN EXAMINATION REVEALS PRESENCE OF THESE FORMS OF RESIDUE, REMOVE BY METHOD RECOMMENDED BY GLASS MANUFACTURER. GLAZING, WHICH CANNOT BE CLEANED TO A REQUIRED CONDITION, SHALL BE DEEMED DEFECTIVE WORK. D. REMOVE AND REPLACE GLASS, WHICH IS BROKEN, CHIPPED, CRACKED, ABRADED, OR DAMAGED DURING CONSTRUCTION. E. REMOVE PROTECTIVE COVERING FROM THERMOPLASTIC NOT MORE THAN 4 DAYS BEFORE SUBSTANTIAL COMPLETION, AND IMMEDIATELY BEFORE CLEANING. METHODS OF FINAL CLEANING AND FINISHING SHALL BE AS PRESCRIBED BY THERMOPLASTIC GLAZING PUBLICATIONS REFERENCED ABOVE. F. WASH GLASS ON BOTH FACES NOT MORE THAN FOUR DAYS BEFORE SUBSTANTIAL COMPLETION. WASH GLASS BY METHOD RECOMMENDED BY GLASS MANUFACTURER. DO NOT FURNISH HARSH CLEANING AGENTS, CAUSTICS, ABRASIVES, OR ACIDS FOR CLEANING. POLISH GLASS BOTH SIDES AND LEAVE FREE OF SOIL, STREAKS, AND LABELS. 3.05 CLEAN UP A. REMOVE RUBBISH, DEBRIS AND WASTE MATERIALS AND LEGALLY DISPOSE OF OFF THE PROJECT SITE. 3.06 PROTECTION A. PROTECT THE WORK OF THIS SECTION UNTIL SUBSTANTIAL COMPLETION. END OF SECTION R No. F LICENSE STATE D O A RCHITECT C AL IFORNIA STEPHE WHITE RENEWAL DATE C-34829 N 08/31/27 SHEET TITLE PROJECT FACILITY FAC NO: BLDG NO: FLOOR LEV: SECTION: KP PROJ. NO. PERMIT NO. 555 W. Fifth Street Suite 2950 | Los Angeles, CA 90013 USA ARCHITECT CONSULTANT ARCHITECT SEAL CONSULTANT SEAL KAISER FOUNDATION HOSPITALS NATIONAL FACILITIES SERVICES 1800 HARRISON STREET OAKLAND, CALIFORNIA 94612 ISSUE / REVISION LOG NO. ISSUED DATE 0 5' 5 0 ' GR A P H I C S C A L E S : 1 / 1 6 " = 1 ' - 0 " 0 25 ' 1/ 8 " = 1 ' - 0 " 5' 0 12 ' 1/ 4 " = 1 ' - 0 " 1' 0 6' 1/ 2 " = 1 ' - 0 " 1' 0 2' 1- 1 / 2 " = 1 ' - 0 " 0 1' 3" = 1 ' - 0 " IF T H I S S H E E T I S N O T 30 " x 4 2 " , I T I S A R E D U C E D PR I N T - S C A L E AC C O R D I N G L Y AGENCY APPLICATION NUMBER AGENCY APPROVAL STAMP THIS DOCUMENT IS THE PROPERTY OF THE OWNER AND IS NOT TO BE USED WITHOUT OWNER'S WRITTEN PERMISSION. HZ PROJ. NO. www.huitt-zollars.com Phone 310.820.4600 | Fax 310.207.4215 C: \ U s e r s \ l r o b i n s o n \ O n e D r i v e - H u i t t - Z o l l a r s , I n c \ D o cu m e n t s \ R 3 1 4 4 1 2 . 3 5 K P H B M K P O J _ A 2 4 _ l r o b i n s o n L 2 M D X . r vt 1 1 / 3 / 2 0 2 5 3 : 4 4 : 0 1 P M SOCC 2022 R HBM 1st Fl KPOJ REMODEL G0-02 SPECIFICATIONS CA394-1 - CAP027721R314412.35 HARBOR/MacARTHUR MEDICAL OFF 3401 S. HARBOR BLVD. SANTA ANA, CALIFORNIA 92704 N/ASPECIFICATIONS - DIVISION 6 CONT 06 N/ASPECIFICATIONS - DIVISION 7 07 N/ASPECIFICATIONS - DIVISION 8 08 CITY SUBMITTAL 11/03/2025 101125520, 20187249, 40140902 DIVISION 9 - FINISHES SECTION 09 2900 - GYPSUM BOARD AND FRAMING PART 1 - GENERAL 1.1 SUMMARY: A RELATED WORK: 1. ELECTRICAL 2. PLUMBING 1.2 ACTION SUBMITTALS: A. PRODUCT DATA: INDICATE PRODUCT DESCRIPTION, INCLUDING COMPLIANCE WITH SPECIFIED REQUIREMENTS AND INSTALLATION REQUIREMENTS. INCLUDE SPECIFIC REQUIREMENTS FOR FIRE-RATED AND ACOUSTICALLY RATED PARTITIONS AND CEILING ASSEMBLIES. MARK MANUFACTURER'S BROCHURES TO INCLUDE ONLY THOSE PRODUCTS PROPOSED FOR USE. INCLUDE DETAILS FOR SUPPLEMENTARY FIRE PROTECTION AT PENETRATIONS AND LOCATIONS OF ACOUSTICAL SEALANT. 1.3 QUALITY ASSURANCE: A. APPLICABLE STANDARDS; STANDARDS OF THE FOLLOWING: 1. AMERICAN NATIONAL STANDARDS INSTITUTE (ANSI). 2. ASTM INTERNATIONAL (ASTM) AS REFERENCED HEREIN. 3. GYPSUM ASSOCIATION (GA). 4. STEEL STUD MANUFACTURERS ASSOCIATION (SSMA) 5. UNDERWRITERS LABORATORIES, INC. (UL) 6. INTERTEK TESTING SERVICES/WARNOCK HERSEY, INC. (WHI). PART 2 - PRODUCTS 2.1 FRAMING MEMBERS: A. GYPSUM BOARD STUDS: MEETING REQUIREMENTS OF ASTM C645-11; CHANNEL TYPE, ROLL-FORMED FROM DIP GALVANIZED STEEL COMPLYING WITH ASTM A1003-09 AND WITH ASTM A653-11, G40 MINIMUM. 1. STUD SIZE: TO MATCH EXISTING 2. STUD GAUGE: TO MATCH EXISTING 2.2 GYPSUM BOARD: A. FIRE-RETARDANT BOARD: MEETING ASTM C1396-11, TYPE X, THICKNESS INDICATED, TAPERED ROUNDED EDGES. B. MOLD AND MOISTURE RESISTANT BOARD: TREATED PAPER-FACED GYPSUM BOARD. 1. ACCEPTABLE PRODUCTS: A. NATIONAL GYPSUM, XP GYPSUM BOARD AND XP FIRE-SHIELD GYPSUM BOARD. B. UNITED STATES GYPSUM (USG), SHEETROCK MOLD TOUGH GYPSUM PANELS. 2. THICKNESS: 5/8" THICK TYPE X GRADE FIRE-RATED BOARD, TAPERED EDGES. 3. DESCRIPTION: MOLD AND MOISTURE RESISTANT GYPSUM CORE ENCASED IN MOLD AND MOISTURE RESISTANT FACERS, WITH TAPERED LONG EDGES. PANELS SHALL COMPLY WITH ASTM C1396-11. 4. MOLD RESISTANCE: RESISTANT TO MOLD GROWTH WHEN TESTED IN ACCORD WITH ASTM D3273-12, SCORE OF 10. 5. WATER ABSORPTION: LESS THAN 5% OF BOARD WEIGHT WHEN TESTED IN ACCORD WITH ASTM C473-12. 6. JOINT TAPE: AS RECOMMENDED BY GYPSUM BOARD MANUFACTURER. 2.3 SOUND CONTROL MATERIALS: A. CONTRACTOR'S OPTION: BASED ON SOUND RATINGS AND FIRE-RESISTANCE RATINGS REQUIRED FOR ASSEMBLIES, CONTRACTOR MAY SELECT GLASS FIBER OR MINERAL WOOL SOUND ATTENUATION MATERIALS AS FOLLOWS: 1. GLASS FIBER SOUND ATTENUATION BATTS: A. ACCEPTABLE MANUFACTURERS: 1) CERTAINTEED CORP. 2) KNAUF INSULATION. 3) JOHNS MANVILLE CORP. 4) OWENS-CORNING CORP. 2. MINERAL WOOL SOUND ATTENUATION BLANKETS: A. ACCEPTABLE MANUFACTURERS: 1) IIG, MINWOOL, LLC, MINWOOL SOUND ATTENUATION FIRE BATTS. 2) OWENS-CORNING CORP., SOUND ATTENUATION FIRE BATT. 3) U.S. GYPSUM CO., THERMAFIBER SAFB (SOUND ATTENUATION FIRE BLANKETS). OWENS-CORNING CORP. 2.4 FASTENERS: A. FASTENERS FOR METAL FRAMING, CORROSION-RESISTANT: 1. FOR FASTENING FRAMING MEMBERS TO CONCRETE SURFACES: FASTENERS SHALL BE BEADED DRIVE PINS OR THREADED STUDS DRIVEN BY POWER ACTUATED TOOLS. FASTENERS SHALL RESIST DESIGN LOADS IN ACCORD WITH REQUIREMENTS OF ASTM E1190-11. 2. FOR FASTENING TO METAL DECKING AND FOR FASTENING FRAMING MEMBERS TOGETHER: TYPE S, PAN HEAD SCREWS, IN SIZES RECOMMENDED BY GYPSUM BOARD MANUFACTURER FOR APPLICATIONS INDICATED. 3. PROVIDE SLOTTED, STAND-OFF WASHERS FOR SLIP JOINT ATTACHMENTS. 4. REFER TO DETAILS INDICATED IN DRAWINGS. B. SCREWS FOR GYPSUM BOARD AND ACCESSORY APPLICATION: MEETING ASTM C1002-07, CORROSION-RESISTANT. 1. FOR APPLICATION OF SINGLE LAYER OR BASE LAYER OF GYPSUM BOARD TO METAL FRAMING: 1", TYPE S, BUGLE HEAD. 2. FOR APPLICATION OF FACE LAYER OF GYPSUM BOARD TO METAL FRAMING IN DOUBLE LAYER CONSTRUCTION: 1-5/8", TYPE S, BUGLE HEAD. 3. FOR GYPSUM BOARD TO GYPSUM BOARD APPLICATION: 1-1/2", TYPE G, BUGLE HEAD. C. SCREWS FOR GLASS MAT FACED BOARD APPLICATION: CORROSSION RESISTANT SHEET METAL SCREWS WITH HEAD DIAMETER PROVIDING 125 LB. FASTENER PULL-THROUGH AND PULL-OUT RESISTANCE. SCREW LENGTH SHALL PROVIDE 1/4" MINIMUM THREAD ENGAGEMENT. 2.5 JOINT MATERIALS AND ADHESIVES: A. STANDARD GYPSUM BOARD PRODUCTS: 1. JOINT TAPE: MEETING ASTM C475-12, PERFORATED PAPER TYPE. 2. JOINT COMPOUND: MEETING ASTM C475-12, READY-MIXED TAPE EMBEDMENT AND TOPPING COMPOUNDS, VINYL-BASED. B. MOLD AND MOISTURE RESISTANT PAPER FACED GYPSUM BOARD: JOINT TAPE AND JOINT COMPOUND SHALL BE IN ACCORD WITH RECOMMENDATIONS OF BOARD MANUFACTURER'S PRODUCT DATA. 2.6 ACCESSORIES: A. ACCESSORIES SHALL COMPLY WITH ASTM C1047-10A B. CORNER REINFORCEMENT: VINYL CORP., "RIGID VINYL DRYWALL & VENEER ACCESSORIES, MODEL CBD125 CORNER BEADS"; LEAD-FREE, VIRGIN VINYL COMPOUNDS CORNER BEADS WITH 1-1/4" X 1-1/4" PERFORATED FLANGES. C. METAL JAMB, CEILING AND CASING TRIM: MANUFACTURER'S STANDARD "L" AND "U" SHAPED GALVANIZED MEMBERS WITH FINE EXPANDED MESH FLANGES; "MUD-IN" TYPE FOR FINISHING WITH JOINT COMPOUNDS. D. TIE WIRE: MINIMUM 18 GA. GALVANIZED, ANNEALED STEEL WIRE. PART 3 - EXECUTION 3.1 FRAMING AND FURRING INSTALLATION: A. EXCEPT WHERE MORE STRINGENT REQUIREMENTS ARE SPECIFIED, INSTALL FRAMING AND FURRING IN ACCORD WITH ASTM C754-11, GYPSUM ASSOCIATION REQUIREMENTS AND MANUFACTURER'S PRODUCT DATA. 3.2 GENERAL BOARD APPLICATION: A. EXCEPT WHERE MORE STRINGENT REQUIREMENTS ARE SPECIFIED, INSTALL GYPSUM BOARD IN ACCORD WITH ASTM C840-11, GA-216 AND MANUFACTURER'S PRODUCT DATA. C. USE GYPSUM BOARD OF MAXIMUM LENGTHS TO MINIMIZE END JOINTS. STAGGER END JOINTS. D. ABUT GYPSUM BOARDS WITHOUT FORCING. FIT ENDS AND EDGES OF BOARD. DO NOT PLACE BUTT ENDS AGAINST TAPERED EDGES. E. SUPPORT ENDS AND EDGES OF GYPSUM BOARD PANELS ON FRAMING OR FURRING MEMBERS, EXCEPT FOR FACE LAYER OF DOUBLE LAYER WORK. F. INSTALL ACOUSTICAL SEALANT AT SOUND-RATED PARTITIONS: 1. SEAL PARTITION PERIMETER WITH CONTINUOUS 1/4" MINIMUM ROUND BEAD OF ACOUSTICAL SEALANT APPLIED TO EACH LEG OF RUNNERS, INCLUDING THOSE USED AT PARTITION INTERSECTIONS WITH DISSIMILAR WALL CONSTRUCTION. 2. INSTALL GYPSUM BOARD WITH 1/8" PERIMETER RELIEF COMPRESSING SEALANT TO FORM PERMANENT AIRTIGHT SEAL. 3. WHERE SLIP JOINT ATTACHMENTS ARE REQUIRED AT TOP OF PARTITIONS, FILL RESULTING JOINT BETWEEN DRYWALL AND ADJACENT STRUCTURE WITH ACOUSTICAL SEALANT TO FORM PERMANENT AIR TIGHT SEAL. 4. APPLY ACOUSTICAL SEALANT AROUND CUTOUTS SUCH AS AT ELECTRICAL BOXES, PLUMBING PENETRATIONS, MEDICINE CABINETS, HEATING DUCTS AND COLD AIR RETURNS TO FORM PERMANENT AIRTIGHT SEAL. (SEALANT SHALL NOT BE USED AS A FIRE STOPPING MATERIAL.) H. INSTALL MOLD-MOISTURE RESISTANT GYPSUM BOARD IN DAMP, MOIST LOCATIONS AND AROUND ALL PLUMBING FIXTURES. I. CONTINUE REQUIRED COMPONENTS OF FIRE-RATED AND ACOUSTICALLY RATED WALL ASSEMBLY TO OVERHEAD STRUCTURE. APPLY JOINT TAPE AND ONE COAT OF COMPOUND TO GYPSUM BOARD JOINTS CONCEALED FROM VIEW IN COMPLETED WORK. J. ALLOWABLE TOLERANCES IN FRAMED GYPSUM BOARD CONSTRUTION. 1. POSITION: + - 1/4" MAXIMUM VARIATION FROM DESIGN POSITIOIN. 2. ALIGNMENT: 1/8" IN 8'-0"; 1/4" MAXIMUM IN ANY CONTINOUS WALL, LINE OR SURFACE. 3. SURFACE PLANE: 1/8" IN 12-0"; 1/16" IN 1'-0", MAXIMUM VARIATION IN TRUE SURFACE PLANE. 4. SURFACE SMOOTHNESS: NO JOINT OR FASTENER LOCATION, ROUGHNESS OR BLEMISH DISCERNIBLE AFTER APPLICATION OF FINISH WHEN VIEWED AT ANY ANGLE FROM A DISTANCE OF 5'-0" UNDER OCCUPANCY LIGHTING CONDITIONS, WITH SURFACE PREPARATION AS SPECIFIED IN PAINTING AND COATING SECTION. 3.3 JOINT TREATMENT: A. FINISH LEVELS SHALL BE IN ACCORD WITH THE "RECOMMENDED SPECIFICATON: LEVELS OF GYPSUM BOARD FINISH" AS PUBLISHED JOINTLY BY THE GYPSUM ASSOCIATION, AWCI, CISCA, AND PDCA. B. FINISH LEVEL 1; JOINT TREATMENT FOR NON-PUBLIC, NON-SERVICE AREAS TO RECEIVE NO FURTHER FINISH, INCLUDING STORAGE AREAS: APPLY JOINT COMPOUND TO JOINTS AND ANGLES IN GYPSUM BOARD AND EMBED JOINT TAPE. SURFACE SHALL BE FREE OF EXCESS JOINT COMPOUND; TOOL MARKS AND RIDGES ARE ACCEPTABLE. C. FINISH LEVEL 2; JOINT TREATMENT FOR AREAS INDICATED TO RECEIVE NO FURTHER FINISH; APPLY JOINT COMPOUND TO JOINTS, ANGLES, FASTENER HEADS AND ACCESSORIES. EMBED JOINT TAPE. APPLY ONE ADDITIONAL COAT OR COMPOUND OVER TAPE. APPLY ONE COAT OF COMPOUND TO FASTENER DEPRESSIONS. SURFACES SHALL BE FREE OF EXCESS JOINT COMPOUND; TOOL MARKS AND RIDGES ARE ACCEPTABLE. D. FINISH LEVEL 4; JOINT TREATMENT FOR AREAS INDICATED TO RECEIVE SEMI-GLOSS AND EGGSHELL PAINT FINISHES: 1. APPLY JOINT COMPOUND TO JOINTS, ANGLES, FASTENER HEADS AND ACCESSORIES. EMBED JOINT TAPE. APPLY THREE ADDITIONAL COATS OF COMPOUND OVER TAPE, FEATHEREDGING AND SANDING EACH COAT. 2. APPLY MINIMUM OF THREE COATS OF COMPOUND TO FASTENER DEPRESSIONS, SANDING EACH COAT AND BRINGING TO LEVEL PLANE WITH GYPSUM BOARD SURFACE. 3. ALL JOINT COMPOUND SHALL BE FREE OF TOOL MARKS AND RIDGES. END OF SECTION SECTION 09 6516 - RESILIENT SHEET FLOORING PART 1 - GENERAL 1.1 REFERENCES 1.2.1 ASTM INTERNATIONAL (ASTM) A. ASTM D412: STANDARD TEST METHODS FOR VULCANIZED RUBBER AND THERMOPLASTIC ELASTOMERS—TENSION. B. ASTM D2047: STANDARD TEST METHOD FOR STATIC COEFFICIENT OF FRICTION OF POLISH-COATED FLOOR SURFACES AS MEASURED BY THE JAMES MACHINE. C. ASTM D2240: STANDARD TEST METHOD FOR RUBBER PROPERTY (DUROMETER HARDNESS). D. ASTM D3389: STANDARD TEST METHOD FOR COATED FABRICS ABRASION RESISTANCE (ROTARY PLATFORM ABRADER). E. ASTM E648: STANDARD TEST METHOD FOR CRITICAL RADIANT FLUX OF FLOOR COVERING SYSTEMS USING A RADIANT HEAT ENERGY SOURCE. F. ASTM E662: STANDARD TEST METHOD FOR SPECIFIC OPTICAL DENSITY OF SMOKE GENERATED BY SOLID MATERIALS. G. ASTM E1643: STANDARD PRACTICE FOR SELECTION, DESIGN, INSTALLATION, AND INSPECTION OF WATER VAPOR RETARDERS USED IN CONTACT WITH EARTH OR GRANULAR FILL UNDER CONCRETE SLABS. H. ASTM E1745: STANDARD SPECIFICATION FOR WATER VAPOR RETARDERS USED IN CONTACT WITH SOIL OR GRANULAR FILL UNDER CONCRETE SLABS. I. ASTM F386: STANDARD TEST METHOD FOR THICKNESS OF RESILIENT FLOORING MATERIALS HAVING FLAT SURFACES. J. ASTM F710: STANDARD PRACTICE FOR PREPARING CONCRETE FLOORS TO RECEIVE RESILIENT FLOORING. K. ASTM F925: STANDARD TEST METHOD FOR RESISTANCE TO CHEMICALS OF RESILIENT FLOORING. L. ASTM F970: STANDARD TEST METHOD FOR STATIC LOAD LIMIT. M. ASTM F1344: STANDARD SPECIFICATION FOR RUBBER FLOOR TILE. N. ASTM F1514: STANDARD TEST METHOD FOR MEASURING HEAT STABILITY OF RESILIENT FLOORING BY COLOR CHANGE. O. ASTM F1515: STANDARD TEST METHOD FOR MEASURING LIGHT STABILITY OF RESILIENT FLOORING BY COLOR CHANGE. P. ASTM F1859: STANDARD SPECIFICATION FOR RUBBER SHEET FLOOR COVERING WITHOUT BACKING. Q. ASTM F1869: STANDARD TEST METHOD FOR MEASURING MOISTURE VAPOR EMISSION RATE OF CONCRETE SUBFLOOR USING ANHYDROUS CALCIUM CHLORIDE. R. ASTM F2055: STANDARD TEST METHOD FOR SIZE AND SQUARENESS OF RESILIENT FLOOR TILE BY DIAL GAGE METHOD. S. ASTM F2170: STANDARD TEST METHOD FOR DETERMINING RELATIVE HUMIDITY IN CONCRETE FLOOR SLABS USING IN SITU PROBES. T. ASTM F2199: STANDARD TEST METHOD FOR DETERMINING DIMENSIONAL STABILITY OF RESILIENT FLOOR TILE AFTER EXPOSURE TO HEAT. 1.2.2 STATE OF CALIFORNIA (CA) A. STANDARD METHOD FOR THE TESTING AND EVALUATION OF VOLATILE ORGANIC COMPOUND EMISSIONS FROM INDOOR SOURCES USING ENVIRONMENTAL CHAMBERS. 1.3 ACTION SUBMITTALS A. PRODUCT DATA: FOR EACH TYPE OF PRODUCT, PROVIDE MANUFACTURER’S CURRENT BASE SURFACE PREPARATION GUIDELINES AND MANUFACTURER’S CURRENT INSTALLATION GUIDELINES FOR PRODUCTS SUPPLIED. B. SAMPLES: FOR EACH EXPOSED PRODUCT AND FOR EACH COLOR, TEXTURE, AND PATTERN SPECIFIED. 1.4 CLOSEOUT SUBMITTALS A. MAINTENANCE DATA. 1.5 QUALITY ASSURANCE A. INSTALLER QUALIFICATIONS: AN ENTITY THAT EMPLOYS INSTALLERS AND SUPERVISORS WHO ARE COMPETENT IN TECHNIQUES REQUIRED BY MANUFACTURER FOR RESILIENT SHEET FLOORING INSTALLATION AND SEAMING METHOD INDICATED. 1. ENGAGE AN INSTALLER WHO EMPLOYS WORKERS FOR THIS PROJECT WHO ARE TRAINED OR CERTIFIED BY RESILIENT SHEET FLOORING MANUFACTURER FOR INSTALLATION TECHNIQUES REQUIRED. 2. INSTALLER MUST HAVE PERFORMED INSTALLATIONS OF THE SAME SCALE IN THE LAST THREE (3) YEARS. PART 2 - PRODUCTS 2.1 PERFORMANCE REQUIREMENTS A. FIRE-TEST-RESPONSE CHARACTERISTICS: FOR RESILIENT SHEET FLOORING, AS DETERMINED BY TESTING IDENTICAL PRODUCTS ACCORDING TO ASTM E 648 OR NFPA 253 BY A QUALIFIED TESTING AGENCY. 1. CRITICAL RADIANT FLUX CLASSIFICATION: CLASS I, NOT LESS THAN 0.45 W/SQ. CM. 2.2 UNBACKED RUBBER SHEET FLOORING A. ACCEPTABLE MANUFACTURERS: 1. SEE FINISH LIST FOR SPECIFIED PRODUCT 3. NO SUBSTITUTES WILL BE ACCEPTED. B. PRODUCT STANDARD: ASTM F1859. 1. TYPE: RUBBER SHEET FLOOR COVERING 2. THICKNESS: PER FINISH LIST 3. HARDNESS: MANUFACTURER'S STANDARD HARDNESS, MEASURED USING SHORE, TYPE A DUROMETER PER ASTM D 2240. C. WEARING SURFACE: SMOOTH D. SEAMLESS-INSTALLATION METHOD: CHEMICALLY BONDED (COLD WELD). E. COLORS AND PATTERNS: PER SECTION 2.2-A 2.3 INSTALLATION MATERIALS A. TROWELABLE LEVELING AND PATCHING COMPOUNDS: LATEX-MODIFIED, PORTLAND- CEMENT-BASED OR BLENDED HYDRAULIC-CEMENT-BASED FORMULATION PROVIDED OR APPROVED BY RESILIENT SHEET FLOORING MANUFACTURER FOR APPLICATIONS INDICATED. B. ADHESIVES: WATER-RESISTANT TYPE RECOMMENDED BY FLOORING AND ADHESIVE MANUFACTURERS TO SUIT RESILIENT SHEET FLOORING AND SUBSTRATE CONDITIONS INDICATED. 1. CONTRACTOR SHALL PROVIDE ADHESIVE BACKING OF ENVIROSTIX (MONDO) OR NTX (NORA) AS A COST PROPOSAL FOR THE OWNER’S REVIEW. CONTRACTOR SHALL PERFORM MOISTURE TESTING IN ACCORDANCE WITH THE PROJECT SCHEDULE TO ALLOW FOR THE NECESSARY ADDITIONAL LEAD TIME FOR BACKING APPLICATIONS. C. SEAMLESS-INSTALLATION ACCESSORIES: 1. CHEMICAL-BONDING COMPOUND: MANUFACTURER'S PRODUCT FOR CHEMICALLY BONDING SEAMS. D. BASE ACCESSORIES: 1. TOP SET RUBBER WALL BASE. COLOR AND MANUFACTURER TO MATCH (E) IN AREA OF WORK. PART 3 - EXECUTION 3.1 PREPARATION A. PREPARE SUBSTRATES ACCORDING TO RESILIENT SHEET FLOORING MANUFACTURER'S WRITTEN INSTRUCTIONS TO ENSURE ADHESION OF RESILIENT SHEET FLOORING. B. CONCRETE SUBSTRATES: PREPARE ACCORDING TO ASTM F 710. 1. VERIFY THAT SUBSTRATES ARE DRY AND FREE OF CURING COMPOUNDS, SEALERS, AND HARDENERS. 2. REMOVE SUBSTRATE COATINGS AND OTHER SUBSTANCES THAT ARE INCOMPATIBLE WITH ADHESIVES AND THAT CONTAIN SOAP, WAX, OIL, OR SILICONE, USING MECHANICAL METHODS RECOMMENDED BY RESILIENT SHEET FLOORING MANUFACTURER. DO NOT USE SOLVENTS. 3. ALKALINITY AND ADHESION TESTING: PERFORM TESTS RECOMMENDED BY RESILIENT SHEET FLOORING MANUFACTURER. PROCEED WITH INSTALLATION ONLY AFTER SUBSTRATE ALKALINITY FALLS WITHIN RANGE ON PH SCALE RECOMMENDED BY MANUFACTURER IN WRITING, BUT NOT LESS THAN 5 OR MORE THAN 9 PH. 4. MOISTURE TESTING: PERFORM TESTS SO THAT EACH TEST AREA DOES NOT EXCEED 1000 SQ. FT. AND PERFORM NO FEWER THAN THREE TESTS IN EACH INSTALLATION AREA AND WITH TEST AREAS EVENLY SPACED IN INSTALLATION AREAS. A. ANHYDROUS CALCIUM CHLORIDE TEST: ASTM F 1869. PROCEED WITH INSTALLATION ONLY AFTER SUBSTRATES HAVE MAXIMUM MOISTURE- VAPOR-EMISSION RATE OF 3 LB OF WATER/1000 SQ. FT. B. RELATIVE HUMIDITY TEST: USING IN-SITU PROBES, ASTM F 2170. PROCEED WITH INSTALLATION ONLY AFTER SUBSTRATES HAVE A MAX. 85 PERCENT RELATIVE HUMIDITY LEVEL MEASUREMENT. C. FILL CRACKS, HOLES, AND DEPRESSIONS IN SUBSTRATES WITH TROWELABLE LEVELING AND PATCHING COMPOUND; REMOVE BUMPS AND RIDGES TO PRODUCE A UNIFORM AND SMOOTH SUBSTRATE. D. DO NOT INSTALL RESILIENT SHEET FLOORING UNTIL MATERIALS ARE THE SAME TEMPERATURE AS SPACE WHERE THEY ARE TO BE INSTALLED. 1. AT LEAST 48 HOURS IN ADVANCE OF INSTALLATION, MOVE FLOORING AND INSTALLATION MATERIALS INTO SPACES WHERE THEY WILL BE INSTALLED. E. IMMEDIATELY BEFORE INSTALLATION, SWEEP AND VACUUM CLEAN SUBSTRATES TO BE COVERED BY RESILIENT SHEET FLOORING. 3.2 RESILIENT SHEET FLOORING INSTALLATION A. COMPLY WITH MANUFACTURER'S WRITTEN INSTRUCTIONS FOR INSTALLING RESILIENT SHEET FLOORING. B. UNROLL RESILIENT SHEET FLOORING AND ALLOW IT TO STABILIZE BEFORE CUTTING AND FITTING. C. LAY OUT RESILIENT SHEET FLOORING AS FOLLOWS: 1. MAINTAIN UNIFORMITY OF FLOORING DIRECTION. 2. MINIMIZE NUMBER OF SEAMS; PLACE SEAMS IN INCONSPICUOUS AND LOW-TRAFFIC AREAS, AT LEAST 6 INCHES (152 MM) AWAY FROM PARALLEL JOINTS IN FLOORING SUBSTRATES. 3. MATCH EDGES OF FLOORING FOR COLOR SHADING AT SEAMS. 4. AVOID CROSS SEAMS. D. SCRIBE AND CUT RESILIENT SHEET FLOORING TO BUTT NEATLY AND TIGHTLY TO VERTICAL SURFACES AND PERMANENT FIXTURES INCLUDING BUILT-IN FURNITURE, CABINETS, PIPES, OUTLETS, AND DOOR FRAMES. E. EXTEND RESILIENT SHEET FLOORING INTO TOE SPACES, DOOR REVEALS, CLOSETS, AND SIMILAR OPENINGS. F. MAINTAIN REFERENCE MARKERS, HOLES, AND OPENINGS THAT ARE IN PLACE OR MARKED FOR FUTURE CUTTING BY REPEATING ON RESILIENT SHEET FLOORING AS MARKED ON SUBSTRATES. USE CHALK OR OTHER NONPERMANENT MARKING DEVICE. G. INSTALL RESILIENT SHEET FLOORING ON COVERS FOR TELEPHONE AND ELECTRICAL DUCTS AND SIMILAR ITEMS IN INSTALLATION AREAS. MAINTAIN OVERALL CONTINUITY OF COLOR AND PATTERN BETWEEN PIECES OF FLOORING INSTALLED ON COVERS AND ADJOINING FLOORING. TIGHTLY ADHERE FLOORING EDGES TO SUBSTRATES THAT ABUT COVERS AND TO COVER PERIMETERS. H. ADHERE RESILIENT SHEET FLOORING TO SUBSTRATES USING A FULL SPREAD OF ADHESIVE APPLIED TO SUBSTRATE TO PRODUCE A COMPLETED INSTALLATION WITHOUT OPEN CRACKS, VOIDS, RAISING AND PUCKERING AT JOINTS, TELEGRAPHING OF ADHESIVE SPREADER MARKS, AND OTHER SURFACE IMPERFECTIONS. I. SEAMLESS INSTALLATION: 1. CHEMICALLY BONDED SEAMS: BOND SEAMS WITH CHEMICAL-BONDING COMPOUND TO FUSE SECTIONS PERMANENTLY INTO A SEAMLESS FLOORING INSTALLATION. PREPARE SEAMS AND APPLY COMPOUND TO PRODUCE TIGHTLY FITTED SEAMS WITHOUT GAPS, OVERLAYS, OR EXCESS BONDING COMPOUND ON FLOORING SURFACES. END OF SECTION SECTION 08 34 00 – SPECIAL FUNCTION DOORS PART 1 GENERAL 1.01 RELATED DOCUMENTS A. DRAWINGS AND GENERAL PROVISIONS OF THE CONTRACT, INCLUDING GENERAL AND SUPPLEMENTARY CONDITIONS AND DIVISION 01 SPECIFICATION SECTIONS, APPLY TO THIS SECTION. 1.02 SUMMARY A. SECTION INCLUDES: 1. ALUMINUM SLIDING DOOR AND SIDELITE FRAMING SYSTEM FOR INTERIOR USE. B. RELATED SECTIONS: 1. SECTION 08 14 16 – FLUSH WOOD DOOR 2. SECTION 08 13 16 – ALUMINUM DOORS 1.03 REFERENCES A. ANSI – AMERICAN NATIONAL STANDARDS INSTITUTE 1. ANSI 156.18 MATERIALS AND FINISHES 2. ANSI A117.1 SPECIFICATIONS FOR MAKING BUILDINGS AND FACILITIES USABLE BY PHYSICALLY HANDICAPPED PEOPLE. B. BHMA – BUILDERS HARDWARE MANUFACTURERS ASSOCIATION C. DHI – DOOR AND HARDWARE INSTITUTE D. NFPA – NATIONAL FIRE PROTECTION ASSOCIATION 1. NFPA 80 – FIRE DOORS AND WINDOWS 2. NFPA 101 – LIFE SAFETY CODE 3. NFPA 105 – SMOKE AND DRAFT CONTROL DOOR ASSEMBLIES 4. NFPA 252 – FIRE TESTS OF DOORS ASSEMBLIES E. AWS – ARCHITECTURAL WOODWORK STANDARDS 1.04 SUBMITTALS A. COMPLY WITH SECTION 01 33 00 – SUBMITTAL PROCEDURES B. PRODUCT DATA: SUBMIT MANUFACTURER’S PRODUCT DATA, INCLUDING INSTALLATION INSTRUCTIONS. C. SHOP DRAWINGS: SUBMIT MANUFACTURER’S SHOP DRAWINGS, INCLUDING PLANS, ELEVATIONS, SECTIONS, AND DETAILS, INDICATING DIMENSIONS, TOLERANCES, MATERIALS, COMPONENTS, HARDWARE, FINISH, OPTIONS, AND ACCESSORIES. SHOP DRAWINGS TO SHOW REQUIRED BLOCKING BY OTHERS. D. SAMPLES: SUBMIT MANUFACTURER’S SAMPLES OF THE FOLLOWING SLIDING DOOR COMPONENTS: 1. DOOR VENEER OR LAMINATE SAMPLE. 2. ALUMINUM FRAME FINISH SAMPLE. B. MANUFACTURER’S CERTIFICATION: SUBMIT MANUFACTURER’S CERTIFICATION THAT MATERIALS COMPLY WITH SPECIFIED REQUIREMENTS AND ARE SUITABLE FOR INTENDED APPLICATION. C. WARRANTY DOCUMENTATION: SUBMIT MANUFACTURER’S STANDARD WARRANTY. 1.02 QUALITY ASSURANCE A. PRODUCT OPTIONS: DRAWINGS INDICATE SIZE, PROFILES, AND DIMENSIONAL REQUIREMENTS OF INTERIOR ALUMINUM FRAMES AND DOORS. B. SOURCE: OBTAIN SLIDING ALUMINUM FRAMED DOORS AND HARDWARE FROM SINGLE SOURCE. C. MANUFACTURER'S QUALIFICATIONS: MANUFACTURER REGULARLY ENGAGED FOR PAST 5 YEARS IN MANUFACTURE OF SLIDING DOORS SIMILAR TO THAT SPECIFIED. 1.03 PERFORMANCE A. ALUMINUM PERIMETER FRAMES WITH INTEGRAL ACOUSTIC SEALS AT ALL DOOR/FRAME INTERFACES 1. ARCHITECT TO VERIFY FRAME THICKNESS SUITABLE FOR REQUIRED APPLICATION B. SOFT CLOSING DAMPENER AT BOTH SIDES OF DOOR INTEGRATED WITH TOP TRACK. DEMONSTRATE SOFT CLOSERS TESTED TO A MINIMUM OF 150,000 CYCLES. C. CONCEALED DOOR GUIDE. D. MANUFACTURER TO SUBMIT 3RD PARTY TEST DATA ON AIR INFILTRATION AND/OR SMOKE RATINGS AS APPLICABLE 1.04 DELIVERY, STORAGE, AND HANDLING A. DELIVERY AND ACCEPTANCE REQUIREMENTS: DELIVER MATERIALS TO SITE IN MANUFACTURER’S ORIGINAL, UNOPENED CONTAINERS AND PACKAGING, WITH LABELS CLEARLY IDENTIFYING PRODUCT NAME AND MANUFACTURER. B. NOTIFY MANUFACTURER IMMEDIATELY OF ANY SHIPPING DAMAGE. C. STORAGE AND HANDLING REQUIREMENTS: 1. STORE AND HANDLE MATERIALS IN ACCORDANCE WITH MANUFACTURER’S INSTRUCTIONS. 2. KEEP MATERIALS IN MANUFACTURER’S ORIGINAL, UNOPENED CONTAINERS AND PACKAGING UNTIL INSTALLATION. 3. STORE MATERIALS IN CLEAN, DRY AREA INDOORS. 4. PROTECT MATERIALS AND FINISH DURING STORAGE, HANDLING, AND INSTALLATION TO PREVENT DAMAGE. PART 1 - PRODUCTS 1.01 MANUFACTURERS A. AD SYSTEMS 2201 100TH ST. SW, EVERETT, WA 98204 | WEBSITE: HTTP://SPECADSYSTEMS.COM | PHONE: 425-740-6011 | ADSYSTEMS.ESTIMATING@ALLEGION.COM 1.02 INTERIOR SLIDING ALUMINUM-FRAMED DOORS AND PARTITIONS A. MANUFACTURER: 1. SCHEDULED MANUFACTURER: INSETSLIDE™ HIGH PERFORMANCE BARN (SLIDING) DOOR SYSTEM BY AD SYSTEMS. 2. ACCEPTABLE SUBSTITUTE: NO SUBSTITUTION. B. SPECIFIED WALL THICKNESS: SEE PARTITIONS TYPES C. FRAME PROFILES: EXTRUDED ALUMINUM FRAME “WRAP” FRAME WITH INTEGRAL VERTICAL JAMB (STILE POCKET). D. FINISH: STANDARD HARDCOAT (KYNAR) FINISH IN LIGHT SEQUIN 1. STANDARD: PAINTED HARDCOAT (KYNAR) FINISH. MEETS AAMA 2604 STANDARD COLORS. 2. CUSTOM PAINTED HARDCOAT (KYANAR) FINISH E. DOOR LEAFS: ALL DOORS TO BE FACTORY MACHINED FOR HARDWARE INCLUDING PILOT AND FUNCTION HOLES 1. 1-3/4" FLUSH WOOD DOOR: SOLID TIMBER-STRAND CORE. A. OPTIONAL GLAZING: MONOLITHIC CLEAR TEMPERED B. STANDARD STILE WIDTHS ARE 6” WITH A 10” BOTTOM RAIL. 2. ALUMINUM STILE & RAIL DOOR: MANUFACTURER’S STANDARD 1-3/4 INCH THICK GLAZED DOORS WITH EXTRUDED-ALUMINUM TUBULAR STILE AND RAIL MEMBERS. WELDED AND BOLTED CORNER CONNECTIONS. A. 3-1/2 INCH VERTICAL STILES PLUS 1/2 INCH STOP. B. 3-1/2 INCH HORIZONTAL STILES PLUS 1/2 INCH STOP C. OPTIONAL: 10” BOTTOM RAIL. D. GLAZING: MONOLITHIC CLEAR TEMPERED 3. OTHER 1-3/4” DOORS. CONTACT AD SYSTEMS. B. DOOR COMPONENTS 1. SINGLE TOP TRACK: AD SYSTEMS EXTRUDED ALUMINUM TRACK BY AD SYSTEMS 3. TOP ROLLERS: TANDEM NYLON ROLLER SIZED TO MATCH DOOR WEIGHT 4. CONCEALED FLOOR GUIDE: INTEGRAL JAMB FLOOR GUIDE BY AD SYSTEMS 5. SOFT-CLOSER: SOFT-CLOSING DAMPENER MECHANISM AT BOTH SIDES OF DOOR LEAF. DEMONSTRATE SOFT CLOSER AS HAVING BEEN TESTED TO 150K CYCLES. 6. PULL HANDLES: A. AD SYSTEMS STANDARD LADDER PULL: 16” LONG X 1” DIAMETER. FINISH: US32D SATIN STAINLESS STEEL. B. AD SYSTEMS STANDARD STRAIGHT PULL: 12” LONG X 1” DIAMETER. FINISH: US32D SATIN STAINLESS STEEL. C. FLUSH PULL AND CUSTOM PULL HANDLE BY REQUEST. G. DOOR LOCKS: MAGNETIC LOCK BY AD SYSTEMS B. SELF-CLOSING SPRING MECHANISM C. AUTOMATIC DOOR BOTTOM FOR IMPROVED ACOUSTICAL PERFORMANCE D. SYNCHRONAL DOOR DRIVE FOR BI-PARTING PAIRS OF DOORS. E. ADDITIONAL HARDWARE FUNCTIONALITY CAN BE ACCOMMODATED. PLEASE CONTACT AD SYSTEMS WITH YOUR HARDWARE REQUIREMENTS AND WE EVALUATE SYSTEM COMPATIBILITY AND CREATE SPECIFICATION LANGUAGE. PART 2 - EXECUTION 2.01 EXAMINATION A. EXAMINE WALL OPENINGS TO RECEIVE SLIDING DOORS FOR PLUMB, LEVEL, AND SQUARE. NOTE: FINISH DOOR OPERATION WILL BE AFFECTED BY OUT OF TOLERANCE FRAMING. B. VERIFY DIMENSIONS OF WALL OPENINGS. C. EXAMINE SURFACES TO RECEIVE TOP AND BOTTOM GUIDE. D. NOTIFY ARCHITECT OF CONDITIONS THAT WOULD ADVERSELY AFFECT INSTALLATION OR SUBSEQUENT USE OF SLIDING DOORS. E. DO NOT BEGIN INSTALLATION UNTIL UNACCEPTABLE CONDITIONS ARE CORRECTED. F. BASE OF DOOR SIDE TO BE FLUSH OR MINIMAL. RUBBER BASE ACCEPTABLE. 1.01 INSTALLATION A. INSTALL SLIDING DOORS IN ACCORDANCE WITH MANUFACTURER’S INSTRUCTIONS AT LOCATIONS INDICATED ON THE DRAWINGS. B. INSTALL SLIDING DOORS PLUMB, LEVEL, SQUARE, AND IN PROPER ALIGNMENT. C. INSTALL SLIDING DOORS TO CLOSE AGAINST WALLS WITHOUT GAPS. D. INSTALL SLIDING DOORS TO OPEN AND CLOSE SMOOTHLY. E. ANCHOR SLIDING DOORS SECURELY IN PLACE TO SUPPORTS. REQUIRED: FIRE TREATED 2 X 6 BLOCKING REQUIRED FULL LENGTH OF TRACK. 1.02 ADJUSTING A. ADJUST SLIDING DOORS FOR PROPER OPERATION IN ACCORDANCE WITH MANUFACTURER’S INSTRUCTIONS. B. ADJUST SLIDING DOORS TO OPERATE SMOOTHLY WITHOUT BINDING. C. REPAIR MINOR DAMAGES TO FINISH IN ACCORDANCE WITH MANUFACTURER’S INSTRUCTIONS AND AS APPROVED BY ARCHITECT. 1.03 CLEANING A. CLEAN SLIDING DOORS PROMPTLY AFTER INSTALLATION IN ACCORDANCE WITH MANUFACTURER’S INSTRUCTIONS. B. DO NOT USE HARSH CLEANING MATERIALS OR METHODS THAT COULD DAMAGE MATERIALS OR FINISH. 1.04 PROTECTION A. PROTECT INSTALLED SLIDING DOORS FROM DAMAGE DURING CONSTRUCTION. END OF SECTION R No. F LICENSE STATE D O A RCHITECT C AL IFORNIA STEPHE WHITE RENEWAL DATE C-34829 N 08/31/27 SHEET TITLE PROJECT FACILITY FAC NO: BLDG NO: FLOOR LEV: SECTION: KP PROJ. NO. PERMIT NO. 555 W. Fifth Street Suite 2950 | Los Angeles, CA 90013 USA ARCHITECT CONSULTANT ARCHITECT SEAL CONSULTANT SEAL KAISER FOUNDATION HOSPITALS NATIONAL FACILITIES SERVICES 1800 HARRISON STREET OAKLAND, CALIFORNIA 94612 ISSUE / REVISION LOG NO. ISSUED DATE 0 5' 5 0 ' GR A P H I C S C A L E S : 1 / 1 6 " = 1 ' - 0 " 0 25 ' 1/ 8 " = 1 ' - 0 " 5' 0 12 ' 1/ 4 " = 1 ' - 0 " 1' 0 6' 1/ 2 " = 1 ' - 0 " 1' 0 2' 1- 1 / 2 " = 1 ' - 0 " 0 1' 3" = 1 ' - 0 " IF T H I S S H E E T I S N O T 30 " x 4 2 " , I T I S A R E D U C E D PR I N T - S C A L E AC C O R D I N G L Y AGENCY APPLICATION NUMBER AGENCY APPROVAL STAMP THIS DOCUMENT IS THE PROPERTY OF THE OWNER AND IS NOT TO BE USED WITHOUT OWNER'S WRITTEN PERMISSION. HZ PROJ. NO. www.huitt-zollars.com Phone 310.820.4600 | Fax 310.207.4215 C: \ U s e r s \ l r o b i n s o n \ O n e D r i v e - H u i t t - Z o l l a r s , I n c \ D o cu m e n t s \ R 3 1 4 4 1 2 . 3 5 K P H B M K P O J _ A 2 4 _ l r o b i n s o n L 2 M D X . r vt 1 1 / 3 / 2 0 2 5 3 : 4 4 : 0 2 P M SOCC 2022 R HBM 1st Fl KPOJ REMODEL G0-03 SPECIFICATIONS CA394-1 - CAP027721R314412.35 HARBOR/MacARTHUR MEDICAL OFF 3401 S. HARBOR BLVD. SANTA ANA, CALIFORNIA 92704 N/ASPECIFICATIONS - DIVISION 9 09 CITY SUBMITTAL 11/03/2025 101125520, 20187249, 40140902 SECTION 09 6513 RUBBER BASE PART 1 - GENERAL 1.01 SUMMARY A. SECTION INCLUDES: 1. TOPSET COVED RUBBER BASE FOR INSTALLATION WITH SURFACE FLOORING. B. RELATED REQUIREMENTS: 1. DIVISION 01 - GENERAL REQUIREMENTS. 2. SECTION 09 6516 - RESILIENT SHEET FLOORING.. 3. SECTION 09 680 - CARPET TILE 1.02 SUBMITTALS A. PRODUCT DATA: SUBMIT MANUFACTURER’S PUBLISHED TECHNICAL DATA DESCRIBING MATERIALS, CONSTRUCTION AND RECOMMENDED INSTALLATION INSTRUCTIONS. SUBMIT TECHNICAL DATA AND INSTALLATION INSTRUCTIONS FOR EACH ADHESIVE MATERIAL. B. MAINTENANCE INSTRUCTIONS: SUBMIT MANUFACTURER’S RECOMMENDATIONS FOR MAINTENANCE, CARE AND CLEANING OF BASE. C. SAMPLES: SUBMIT SAMPLES OF TOP SET BASE IN EACH AVAILABLE COLOR. FOLLOWING COLOR SELECTIONS, SUBMIT SAMPLES, NOT LESS THAN 12 INCHES LONG OF EACH SELECTED COLOR AND TYPE. SUBMIT PINT CANS OF EACH TYPE ADHESIVE. D. MAINTENANCE MATERIALS: BEFORE SUBSTANTIAL COMPLETION, DELIVER AT LEAST 50 LINEAL FEET AND FIVE OUTSIDE CORNER UNITS OF EACH COLOR OF RUBBER BASE INSTALLED. DELIVER THE MATERIALS IN UNOPENED FACTORY CONTAINERS OR IN SEALED CARTONS WITH LABELS IDENTIFYING THE CONTENTS, MATCHING INSTALLED MATERIALS. INCLUDE UNOPENED CANS OF ADHESIVES ADEQUATE TO INSTALL THE MAINTENANCE MATERIALS. 1.03 QUALITY ASSURANCE A. QUALIFICATIONS OF INSTALLER: MINIMUM FIVE YEARS EXPERIENCE IN SUCCESSFULLY INSTALLING THE SAME OR SIMILAR FLOORING MATERIALS. B. COMPLY WITH THE FOLLOWING AS A MINIMUM REQUIREMENT: 1. ASTM E84: STANDARD TEST METHOD FOR SURFACE BURNING CHARACTERISTICS OF BUILDING MATERIALS. 2. ASTM F1861: STANDARD SPECIFICATION FOR RESILIENT WALL BASE. 3. COMPLY WITH CURRENT CHPS REQUIREMENTS, WWW.CHPS.NET. 4. CHEMICALLY BASED PRODUCTS SUCH AS SEALERS, PRIMERS, FILLERS, ADHESIVES, ETC. MUST BE APPROVED BY OWNER’S OFFICE OF ENVIRONMENTAL HEALTH AND SAFETY (OEHS). 5. EACH SELECTED COLOR AND CONFIGURATION SHALL BE FROM SAME DYE LOT AND COLOR. 1.04 DELIVERY, STORAGE AND HANDLING A. MATERIALS SHALL BE DELIVERED TO THE PROJECT SITE IN ORIGINAL UNOPENED MANUFACTURER’S PACKAGING CLEARLY LABELED WITH MANUFACTURER’S NAME. STORE MATERIALS AT ROOM TEMPERATURE, BUT NOT LESS THAN 70 DEGREES F, FOR A MINIMUM OF 48 HOURS BEFORE INSTALLATION, UNLESS OTHERWISE INDICATED IN MANUFACTURER’S PRINTED INSTRUCTIONS. 1.05 PROJECT CONDITIONS A. VENTILATION AND TEMPERATURE: VERIFY AREAS THAT ARE TO RECEIVE RUBBER BASE ARE VENTILATED TO REMOVE FUMES FROM INSTALLATION MATERIALS, AND AREAS ARE WITHIN TEMPERATURE RANGE RECOMMENDED BY THE VARIOUS MATERIAL MANUFACTURES FOR SITE INSTALLATION CONDITIONS. 1.06 WARRANTY A. MANUFACTURER SHALL PROVIDE A FIVE YEAR MATERIAL WARRANTY. B. INSTALLER SHALL PROVIDE A TWO YEAR FABRICATION AND INSTALLATION WARRANTY. PART 2 - PRODUCTS 2.01 ACCEPTABLE MANUFACTURERS A. SEE FINISH LIST FOR SPECIFIED PRODUCT 2.02 MATERIALS A. RUBBER BASE: CONFORM TO ASTM F 861; GROUP 2, SOLID (HOMOGENEOUS); TYPE 1, TS, (THERMOSET) VULCANIZED RUBBER, STYLE A, 4-INCH HIGH UNLESS OTHERWISE INDICATED, INTEGRAL COLORS AS SELECTED, NON-SHRINKING, 1/8 INCH THICK, WITH MATCHING MOLDED OUTSIDE CORNERS. B. BASE ADHESIVE: WATER BASED, LOW ODOR TYPE, AS RECOMMENDED BY MANUFACTURER OF RUBBER BASE. PART 3 - EXECUTION 3.01 COORDINATION A. COORDINATE THE WORK OF THIS SECTION WITH OTHER SECTIONS TO PROVIDE A LEVEL, SMOOTH AND CLEAN FINISH SURFACES TO RECEIVE RUBBER BASE. 3.02 EXAMINATION A. FIELD VERIFY DIMENSIONS AND OTHER CONDITIONS AFFECTING THE WORK OF THIS SECTION BEFORE COMMENCING THE WORK OF THIS SECTION. B. BEFORE WORK IS STARTED, EXAMINE SURFACES THAT ARE TO RECEIVE RUBBER BASE. DEFICIENCIES SHALL BE CORRECTED BEFORE STARTING THE WORK OF THIS SECTION. 3.03 PREPARATION A. DO NOT START PREPARATION UNTIL ADJACENT CONCRETE FLOOR SLABS ARE AT LEAST 90 DAYS OLD AND FINISH FLOORING IS INSTALLED. B. INSTALL RUBBER BASE WHEN AMBIENT TEMPERATURE IS 70 DEGREES F. OR HIGHER. 3.04 INSTALLATION A. INSTALL TOP SET BASE AT HARD FLOORS, INCLUDING RESILIENT FLOORING, CONCRETE AND WOOD, CARPET AND OTHER SOFT FLOORS. B. SECURELY FASTEN CEMENT BASE TO BACKING IN LONG LENGTHS IN ACCORDANCE WITH MANUFACTURER’S RECOMMENDATIONS. LAY OUT LENGTHS SO THAT NOT LESS THAN 18 INCHES LONG FILLER PIECES ARE PROVIDED. ASSURE THAT TOP AND TOE CONTINUOUSLY CONTACT THE WALL AND FLOOR, AND THAT ALL JOINTS ARE TIGHT. INSTALL MATCHING FACTORY FORMED EXTERNAL CORNERS AT ALL OFFSETS. INSIDE CORNERS SHALL BE COPED; WRAPPED CORNERS ARE NOT ACCEPTABLE. C. USE OF ADHESIVE GUN IS PROHIBITED. APPLY ADHESIVE DIRECTLY TO SUBSTRATE USING THE APPROPRIATE NOTCHED TROWEL OR SPREADER ACCORDING TO MANUFACTURER’S INSTRUCTIONS. MAINTAIN 1/8 INCH GAP FROM TOP OF BASE TO PREVENT ADHESIVE OOZING ONTO ADJACENT SURFACES. D. BASE AND OUTSIDE CORNERS SHALL BE ROLLED WITH A SEAM ROLLER BEFORE ADHESIVE SETS. 3.05 CLEANING A. MAINTAIN SURFACES OF BASE CLEAN AS INSTALLATION PROGRESSES. CLEAN RUBBER BASE WHEN SUFFICIENTLY SEATED AND REMOVE FOREIGN SUBSTANCES. B. CLEAN ADJACENT SURFACES OF ADHESIVE OR OTHER DEFACEMENT. REPLACE DAMAGED AND/OR DEFECTIVE WORK TO THE SPECIFIED CONDITION. 3.06 CLEAN UP A. REMOVE RUBBISH, DEBRIS AND WASTE MATERIALS AND LEGALLY DISPOSE OF OFF THE PROJECT SITE. 3.07 PROTECTION A. PROTECT THE WORK OF THIS SECTION UNTIL SUBSTANTIAL COMPLETION. END OF SECTION B. WIRE HANGERS, BRACES, AND TIES: PROVIDE WIRES AS FOLLOWS: 1. STAINLESS-STEEL WIRE: ASTM A 580/A 580M, TYPE 304, NONMAGNETIC, AT KITCHENS AND LAUNDRY. 2. SIZE: WIRE DIAMETER SUFFICIENT FOR ITS STRESS AT THREE TIMES HANGER DESIGN LOAD (ASTM C 635/C 635M, TABLE 1, "DIRECT HUNG") WILL BE LESS THAN YIELD STRESS OF WIRE, BUT NOT LESS THAN 0.135-INCH- DIAMETER WIRE. C. HANGER RODS: MILD STEEL, ZINC COATED OR PROTECTED WITH RUST-INHIBITIVE PAINT. D. ANGLE HANGERS: ANGLES WITH LEGS NOT LESS THAN 7/8 INCH WIDE; FORMED WITH 0.04-INCH- THICK, GALVANIZED-STEEL SHEET COMPLYING WITH ASTM A 653/A 653M, G90 COATING DESIGNATION; WITH BOLTED CONNECTIONS AND 5/16-INCH- DIAMETER BOLTS. E. HOLD-DOWN CLIPS: MANUFACTURER'S STANDARD HOLD-DOWN. F. IMPACT CLIPS: MANUFACTURER'S STANDARD IMPACT-CLIP SYSTEM DESIGNED TO ABSORB IMPACT FORCES AGAINST ACOUSTICAL PANELS. 2.6 METAL EDGE MOLDINGS AND TRIM A. MANUFACTURERS: SUBJECT TO COMPLIANCE WITH REQUIREMENTS, PROVIDE PRODUCTS BY ONE OF THE FOLLOWING: 1. ARMSTRONG WORLD INDUSTRIES, INC. 2. CERTAINTEED CORPORATION. 3. CHICAGO METALLIC CORPORATION. B. ROLL-FORMED, SHEET-METAL EDGE MOLDINGS AND TRIM: TYPE AND PROFILE INDICATED OR, IF NOT INDICATED, MANUFACTURER'S STANDARD MOLDINGS FOR EDGES AND PENETRATIONS THAT COMPLY WITH SEISMIC DESIGN REQUIREMENTS; FORMED FROM SHEET METAL OF SAME MATERIAL, FINISH, AND COLOR AS THAT USED FOR EXPOSED FLANGES OF SUSPENSION-SYSTEM RUNNERS. 1. EDGE MOLDINGS SHALL FIT ACOUSTICAL PANEL EDGE DETAILS AND SUSPENSION SYSTEMS INDICATED AND MATCH WIDTH AND CONFIGURATION OF EXPOSED RUNNERS UNLESS OTHERWISE INDICATED. 2. FOR LAY-IN PANELS WITH REVEAL EDGE DETAILS, PROVIDE STEPPED EDGE MOLDING THAT FORMS REVEAL OF SAME DEPTH AND WIDTH AS THAT FORMED BETWEEN EDGE OF PANEL AND FLANGE AT EXPOSED SUSPENSION MEMBER. 3. FOR CIRCULAR PENETRATIONS OF CEILING, PROVIDE EDGE MOLDINGS FABRICATED TO DIAMETER REQUIRED TO FIT PENETRATION EXACTLY. C. EXTRUDED-ALUMINUM EDGE MOLDINGS AND TRIM: WHERE INDICATED, PROVIDE MANUFACTURER'S EXTRUDED-ALUMINUM EDGE MOLDINGS AND TRIM OF PROFILE INDICATED OR REFERENCED BY MANUFACTURER'S DESIGNATIONS, INCLUDING SPLICE PLATES, CORNER PIECES, AND ATTACHMENT AND OTHER CLIPS, COMPLYING WITH SEISMIC DESIGN REQUIREMENTS. 1. BAKED-ENAMEL OR POWDER-COAT FINISH: MINIMUM DRY FILM THICKNESS OF 1.5 MILS. COMPLY WITH ASTM C 635/C 635M AND COATING MANUFACTURER'S WRITTEN INSTRUCTIONS FOR CLEANING, CONVERSION COATING, AND APPLYING AND BAKING FINISH. 2.7 ACOUSTICAL SEALANT A. ACOUSTICAL SEALANT: AS SPECIFIED IN SECTION 079219 "ACOUSTICAL JOINT SEALANTS." PART 3 - EXECUTION 3.1 EXAMINATION A. EXAMINE SUBSTRATES, AREAS, AND CONDITIONS, INCLUDING STRUCTURAL FRAMING TO WHICH ACOUSTICAL PANEL CEILINGS ATTACH OR ABUT, WITH INSTALLER PRESENT, FOR COMPLIANCE WITH REQUIREMENTS SPECIFIED IN THIS AND OTHER SECTIONS THAT AFFECT CEILING INSTALLATION AND ANCHORAGE AND WITH REQUIREMENTS FOR INSTALLATION TOLERANCES AND OTHER CONDITIONS AFFECTING PERFORMANCE OF ACOUSTICAL PANEL CEILINGS. B. EXAMINE ACOUSTICAL PANELS BEFORE INSTALLATION. REJECT ACOUSTICAL PANELS THAT ARE WET, MOISTURE DAMAGED, OR MOLD DAMAGED. C. PROCEED WITH INSTALLATION ONLY AFTER UNSATISFACTORY CONDITIONS HAVE BEEN CORRECTED. 3.2 PREPARATION A. MEASURE EACH CEILING AREA AND ESTABLISH LAYOUT OF ACOUSTICAL PANELS TO BALANCE BORDER WIDTHS AT OPPOSITE EDGES OF EACH CEILING. AVOID USING LESS-THAN-HALF-WIDTH PANELS AT BORDERS UNLESS OTHERWISE INDICATED, AND COMPLY WITH LAYOUT SHOWN ON REFLECTED CEILING PLANS. B. LAYOUT OPENINGS FOR PENETRATIONS CENTERED ON THE PENETRATING ITEMS. 3.3 INSTALLATION A. INSTALL ACOUSTICAL PANEL CEILINGS ACCORDING TO ASTM C 636/C 636M, AND MANUFACTURER'S WRITTEN INSTRUCTIONS. 1. FIRE-RATED ASSEMBLY: INSTALL FIRE-RATED CEILING SYSTEMS ACCORDING TO TESTED FIRE-RATED DESIGN. B. SUSPEND CEILING HANGERS FROM BUILDING'S STRUCTURAL MEMBERS AND AS FOLLOWS: 1. INSTALL HANGERS PLUMB AND FREE FROM CONTACT WITH INSULATION OR OTHER OBJECTS WITHIN CEILING PLENUM THAT ARE NOT PART OF SUPPORTING STRUCTURE OR OF CEILING SUSPENSION SYSTEM. 2. SPLAY HANGERS ONLY WHERE REQUIRED AND, IF PERMITTED WITH FIRE-RESISTANCE-RATED CEILINGS,TO MISS OBSTRUCTIONS; OFFSET RESULTING HORIZONTAL FORCES BY BRACING, COUNTERSPLAYING, OR OTHER EQUALLY EFFECTIVE MEANS. 3. WHERE WIDTH OF DUCTS AND OTHER CONSTRUCTION WITHIN CEILING PLENUM PRODUCES HANGER SPACINGS THAT INTERFERE WITH LOCATION OF HANGERS AT SPACINGS REQUIRED TO SUPPORT STANDARD SUSPENSION-SYSTEM MEMBERS, INSTALL SUPPLEMENTAL SUSPENSION MEMBERS AND HANGERS IN FORM OF TRAPEZES OR EQUIVALENT DEVICES. 4. SECURE WIRE HANGERS TO CEILING-SUSPENSION MEMBERS AND TO SUPPORTS ABOVE WITH A MINIMUM OF THREE TIGHT TURNS. CONNECT HANGERS DIRECTLY TO STRUCTURE OR TO INSERTS, EYE SCREWS, OR OTHER DEVICES THAT ARE SECURE AND APPROPRIATE FOR SUBSTRATE AND THAT WILL NOT DETERIORATE OR OTHERWISE FAIL DUE TO AGE, CORROSION, OR ELEVATED TEMPERATURES. 5. SECURE FLAT, ANGLE, CHANNEL, AND ROD HANGERS TO STRUCTURE, INCLUDING INTERMEDIATE FRAMING MEMBERS, BY ATTACHING TO INSERTS, EYE SCREWS, OR OTHER DEVICES THAT ARE SECURE AND APPROPRIATE FOR BOTH THE STRUCTURE TO WHICH HANGERS ARE ATTACHED AND THE TYPE OF HANGER INVOLVED. INSTALL HANGERS IN A MANNER THAT WILL NOT CAUSE THEM TO DETERIORATE OR FAIL DUE TO AGE, CORROSION, OR ELEVATED TEMPERATURES. 6. DO NOT SUPPORT CEILINGS DIRECTLY FROM PERMANENT METAL FORMS OR FLOORDECK. FASTEN HANGERS TO CAST-IN-PLACE HANGER INSERTS, POST- INSTALLED MECHANICAL OR ADHESIVE ANCHORS, OR POWER-ACTUATED FASTENERS THAT EXTEND THROUGH FORMS INTO CONCRETE. 7. WHEN STEEL FRAMING DOES NOT PERMIT INSTALLATION OF HANGER WIRES AT SPACING REQUIRED, INSTALL CARRYING CHANNELS OR OTHER SUPPLEMENTAL SUPPORT FOR ATTACHMENT OF HANGER WIRES. 8. DO NOT ATTACH HANGERS TO STEEL DECK TABS. 9. DO NOT ATTACH HANGERS TO STEEL ROOF DECK. ATTACH HANGERS TO STRUCTURAL MEMBERS. 10. SPACE HANGERS NOT MORE THAN 48 INCHES O.C. ALONG EACH MEMBER SUPPORTED DIRECTLY FROM HANGERS UNLESS OTHERWISE INDICATED; PROVIDE HANGERS NOT MORE THAN 8 INCHES FROM ENDS OF EACH MEMBER. 11. SIZE SUPPLEMENTAL SUSPENSION MEMBERS AND HANGERS TO SUPPORT CEILING LOADS WITHIN PERFORMANCE LIMITS ESTABLISHED BY REFERENCED STANDARDS. C. SECURE BRACING WIRES TO CEILING SUSPENSION MEMBERS AND TO SUPPORTS WITH A MINIMUM OF FOUR TIGHT TURNS. SUSPEND BRACING FROM BUILDING'S STRUCTURAL MEMBERS AS REQUIRED FOR HANGERS, WITHOUT ATTACHING TO PERMANENT METAL FORMS, STEEL DECK, OR STEEL DECK TABS. FASTEN BRACING WIRES INTO CONCRETE WITH CAST-IN-PLACE OR POSTINSTALLED ANCHORS. D. INSTALL EDGE MOLDINGS AND TRIM OF TYPE INDICATED AT PERIMETER OF ACOUSTICAL CEILING AREA AND WHERE NECESSARY TO CONCEAL EDGES OF ACOUSTICAL PANELS. 1. APPLY ACOUSTICAL SEALANT IN A CONTINUOUS RIBBON CONCEALED ON BACK OF VERTICAL LEGS OF MOLDINGS BEFORE THEY ARE INSTALLED. 2. SCREW ATTACH MOLDINGS TO SUBSTRATE AT INTERVALS NOT MORE THAN 16 INCHES O.C. AND NOT MORE THAN 3 INCHES FROM ENDS. MITER CORNERS ACCURATELY AND CONNECT SECURELY. 3. DO NOT USE EXPOSED FASTENERS, INCLUDING POP RIVETS, ON MOLDINGS AND TRIM. E. INSTALL SUSPENSION-SYSTEM RUNNERS SO THEY ARE SQUARE AND SECURELY INTERLOCKED WITH ONE ANOTHER. REMOVE AND REPLACE DENTED, BENT, OR KINKED MEMBERS. F. INSTALL ACOUSTICAL PANELS WITH UNDAMAGED EDGES AND FIT ACCURATELY INTO SUSPENSION-SYSTEM RUNNERS AND EDGE MOLDINGS. SCRIBE AND CUT PANELS AT BORDERS AND PENETRATIONS TO PROVIDE PRECISE FIT. 1. ARRANGE DIRECTIONALLY PATTERNED ACOUSTICAL PANELS AS FOLLOWS: A. INSTALL PANELS WITH PATTERN RUNNING IN ONE DIRECTION PARALLEL TO SHORT AXIS OF SPACE. 2. FOR SQUARE-EDGED PANELS, INSTALL PANELS WITH EDGES FULLY HIDDEN FROM VIEW BY FLANGES OF SUSPENSION-SYSTEM RUNNERS AND MOLDINGS. 3. FOR REVEAL-EDGED PANELS ON SUSPENSION-SYSTEM RUNNERS, INSTALL PANELS WITH BOTTOM OF REVEAL IN FIRM CONTACT WITH TOP SURFACE OF RUNNER FLANGES. 4. FOR REVEAL-EDGED PANELS ON SUSPENSION-SYSTEM MEMBERS WITH BOX-SHAPED FLANGES, INSTALL PANELS WITH REVEAL SURFACES IN FIRM CONTACT WITH SUSPENSION-SYSTEM SURFACES AND PANEL FACES FLUSH WITH BOTTOM FACE OF RUNNERS. 5. PAINT CUT EDGES OF PANEL REMAINING EXPOSED AFTER INSTALLATION; MATCH COLOR OF EXPOSED PANEL SURFACES USING COATING RECOMMENDED IN WRITING FOR THIS PURPOSE BY ACOUSTICAL PANEL MANUFACTURER. 6. INSTALL HOLD-DOWN AND IMPACT CLIPS IN AREAS INDICATED; SPACE ACCORDING TO PANEL MANUFACTURER'S WRITTEN INSTRUCTIONS UNLESS OTHERWISE INDICATED. A. HOLD-DOWN CLIPS: SPACE 24 INCHES O.C. ON ALL CROSS RUNNERS. 7. PROTECT LIGHTING FIXTURES AND AIR DUCTS ACCORDING TO REQUIREMENTS INDICATED FOR FIRE-RESISTANCE-RATED ASSEMBLY. 3.4 ERECTION TOLERANCES A. SUSPENDED CEILINGS: INSTALL MAIN AND CROSS RUNNERS LEVEL TO A TOLERANCE OF 1/8 INCH IN 12 FEET, NON-CUMULATIVE. B. MOLDINGS AND TRIM: INSTALL MOLDINGS AND TRIM TO SUBSTRATE AND LEVEL WITH CEILING SUSPENSION SYSTEM TO A TOLERANCE OF 1/8 INCH IN 12 FEET, NON-CUMULATIVE. 3.5 FIELD QUALITY CONTROL A. SPECIAL INSPECTIONS: OWNER WILL ENGAGE A QUALIFIED SPECIAL INSPECTOR TO PERFORM THE FOLLOWING SPECIAL INSPECTIONS: 1. PERIODIC INSPECTION DURING THE INSTALLATION OF SUSPENDED CEILING GRIDS ACCORDING TO ASCE/SEI 7. B. TESTING AGENCY: OWNER WILL ENGAGE A QUALIFIED TESTING AGENCY TO PERFORM TESTS AND INSPECTIONS. C. PERFORM THE FOLLOWING TESTS AND INSPECTIONS OF COMPLETED INSTALLATIONS OF ACOUSTICAL PANEL CEILING HANGERS AND ANCHORS AND FASTENERS IN SUCCESSIVE STAGES AND WHEN INSTALLATION OF CEILING SUSPENSION SYSTEMS ON EACH FLOOR HAS REACHED 20 PERCENT COMPLETION, BUT NO PANELS HAVE BEEN INSTALLED. DO NOT PROCEED WITH INSTALLATIONS OF ACOUSTICAL PANEL CEILING HANGERS FOR THE NEXT AREA UNTIL TEST RESULTS FOR PREVIOUSLY COMPLETED INSTALLATIONS OF ACOUSTICAL PANEL CEILING HANGERS SHOW COMPLIANCE WITH REQUIREMENTS. 1. WITHIN EACH TEST AREA, TESTING AGENCY WILL SELECT ONE OF EVERY 10 POWER-ACTUATED FASTENERS AND POSTINSTALLED ANCHORS USED TO ATTACH HANGERS TO CONCRETE AND WILL TEST THEM FOR 200 LBF OF TENSION; IT WILL ALSO SELECT ONE OF EVERY TWO POSTINSTALLED ANCHORS USED TO ATTACH BRACING WIRES TO CONCRETE AND WILL TEST THEM FOR 440 LBF OF TENSION. 2. WHEN TESTING DISCOVERS FASTENERS AND ANCHORS THAT DO NOT COMPLY WITH REQUIREMENTS, TESTING AGENCY WILL TEST THOSE ANCHORS NOT PREVIOUSLY TESTED UNTIL 20 PASS CONSECUTIVELY AND THEN WILL RESUME INITIAL TESTING FREQUENCY. D. PREPARE TEST AND INSPECTION REPORTS. 3.6 CLEANING A. CLEAN EXPOSED SURFACES OF ACOUSTICAL PANEL CEILINGS, INCLUDING TRIM, EDGE MOLDINGS, AND SUSPENSION-SYSTEM MEMBERS. COMPLY WITH MANUFACTURER'S WRITTEN INSTRUCTIONS FOR CLEANING AND TOUCHUP OF MINOR FINISH DAMAGE. B. REMOVE AND REPLACE CEILING COMPONENTS THAT CANNOT BE SUCCESSFULLY CLEANED AND REPAIRED TO PERMANENTLY ELIMINATE EVIDENCE OF DAMAGE. END OF SECTION 09 5113 SECTION 09 5113 - ACOUSTICAL PANEL CEILINGS PART 1 - GENERAL 1.1 RELATED DOCUMENTS A. DRAWINGS AND GENERAL PROVISIONS OF THE CONTRACT, INCLUDING GENERAL AND SUPPLEMENTARY CONDITIONS AND DIVISION 01 SPECIFICATION SECTIONS, APPLY TO THIS SECTION. 1.2 SUMMARY A. SECTION INCLUDES ACOUSTICAL PANELS AND EXPOSED SUSPENSION SYSTEMS FOR INTERIOR CEILINGS. B. PRODUCTS FURNISHED, BUT NOT INSTALLED UNDER THIS SECTION, INCLUDE ANCHORS, CLIPS, AND OTHER CEILING ATTACHMENT DEVICES TO BE CAST IN CONCRETE. 1.3 ACTION SUBMITTALS A. PRODUCT DATA: FOR EACH TYPE OF PRODUCT. B. SAMPLES: FOR EACH EXPOSED PRODUCT AND FOR EACH COLOR AND TEXTURE SPECIFIED, 6 INCHES IN SIZE. C. SAMPLES FOR INITIAL SELECTION: FOR COMPONENTS WITH FACTORY-APPLIED FINISHES. 1.5 INFORMATIONAL SUBMITTALS A. COORDINATION DRAWINGS: REFLECTED CEILING PLANS, DRAWN TO SCALE, ON WHICH THE FOLLOWING ITEMS ARE SHOWN AND COORDINATED WITH EACH OTHER, USING INPUT FROM INSTALLERS OF THE ITEMS INVOLVED: 1. CEILING SUSPENSION-SYSTEM MEMBERS. 2. STRUCTURAL MEMBERS TO WHICH SUSPENSION SYSTEMS WILL BE ATTACHED. 3. METHOD OF ATTACHING HANGERS TO BUILDING STRUCTURE. A. FURNISH LAYOUTS FOR CAST-IN-PLACE ANCHORS, CLIPS, AND OTHER CEILING ATTACHMENT DEVICES WHOSE INSTALLATION IS SPECIFIED IN OTHER SECTIONS. 4. CARRYING CHANNELS OR OTHER SUPPLEMENTAL SUPPORT FOR HANGER- WIRE ATTACHMENT WHERE CONDITIONS DO NOT PERMIT INSTALLATION OF HANGER WIRES AT REQUIRED SPACING. 5. SIZE AND LOCATION OF INITIAL ACCESS MODULES FOR ACOUSTICAL PANELS. 6. ITEMS PENETRATING FINISHED CEILING AND CEILING-MOUNTED ITEMS INCLUDING THE FOLLOWING: A. LIGHTING FIXTURES. B. DIFFUSERS. C. GRILLES. D. SPEAKERS. E. SPRINKLERS. F. ACCESS PANELS. G. PERIMETER MOLDINGS. 7. SHOW OPERATION OF HINGED AND SLIDING COMPONENTS COVERED BY OR ADJACENT TO ACOUSTICAL PANELS. 8. MINIMUM DRAWING SCALE: 1/8 INCH = 1 FOOT. B. QUALIFICATION DATA: FOR TESTING AGENCY. C. PRODUCT TEST REPORTS: FOR EACH ACOUSTICAL PANEL CEILING, FOR TESTS PERFORMED BY A QUALIFIED TESTING AGENCY. D. EVALUATION REPORTS: FOR EACH ACOUSTICAL PANEL CEILING SUSPENSION SYSTEM AND ANCHOR AND FASTENER TYPE, FROM ICC-ES. E. FIELD QUALITY-CONTROL REPORTS. 1.6 CLOSEOUT SUBMITTALS A. MAINTENANCE DATA: FOR FINISHES TO INCLUDE IN MAINTENANCE MANUALS. 1.7 MAINTENANCE MATERIAL SUBMITTALS A. FURNISH EXTRA MATERIALS, FROM THE SAME PRODUCT RUN, THAT MATCH PRODUCTS INSTALLED AND THAT ARE PACKAGED WITH PROTECTIVE COVERING FOR STORAGE AND IDENTIFIED WITH LABELS DESCRIBING CONTENTS. 1. ACOUSTICAL CEILING UNITS: FULL-SIZE PANELS EQUAL TO 2 PERCENT OF QUANTITY INSTALLED. 2. SUSPENSION-SYSTEM COMPONENTS: QUANTITY OF EACH EXPOSED COMPONENT EQUAL TO 2 PERCENT OF QUANTITY INSTALLED. 3. CLIPS: EQUAL TO 2 PERCENT OF QUANTITY INSTALLED. 1.8 DELIVERY, STORAGE, AND HANDLING A. DELIVER ACOUSTICAL PANELS, SUSPENSION-SYSTEM COMPONENTS, AND ACCESSORIES TO PROJECT SITE AND STORE THEM IN A FULLY ENCLOSED, CONDITIONED SPACE WHERE THEY WILL BE PROTECTED AGAINST DAMAGE FROM MOISTURE, HUMIDITY, TEMPERATURE EXTREMES, DIRECT SUNLIGHT, SURFACE CONTAMINATION, AND OTHER CAUSES. B. BEFORE INSTALLING ACOUSTICAL PANELS, PERMIT THEM TO REACH ROOM TEMPERATURE AND A STABILIZED MOISTURE CONTENT. 1.9 FIELD CONDITIONS A. ENVIRONMENTAL LIMITATIONS: DO NOT INSTALL ACOUSTICAL PANEL CEILINGS UNTIL SPACES ARE ENCLOSED AND WEATHERTIGHT, WET-WORK IN SPACES IS COMPLETE AND DRY, WORK ABOVE CEILINGS IS COMPLETE, AND AMBIENT TEMPERATURE AND HUMIDITY CONDITIONS ARE MAINTAINED AT THE LEVELS INDICATED FOR PROJECT WHEN OCCUPIED FOR ITS INTENDED USE. 1. PRESSURIZED PLENUMS: OPERATE VENTILATION SYSTEM FOR NOT LESS THAN 48 HOURS BEFORE BEGINNING ACOUSTICAL PANEL CEILING INSTALLATION. PART 2 - PRODUCTS 2.1 MANUFACTURERS A. SOURCE LIMITATIONS: OBTAIN EACH TYPE OF ACOUSTICAL CEILING PANEL AND ITS SUPPORTING SUSPENSION SYSTEM FROM SINGLE SOURCE FROM SINGLE MANUFACTURER. 2.2 PERFORMANCE REQUIREMENTS A. SURFACE-BURNING CHARACTERISTICS: COMPLY WITH ASTM E 84; TESTING BY A QUALIFIED TESTING AGENCY. IDENTIFY PRODUCTS WITH APPROPRIATE MARKINGS OF APPLICABLE TESTING AGENCY. 1. FLAME-SPREAD INDEX: CLASS B ACCORDING TO ASTM E 1264. 2. SMOKE-DEVELOPED INDEX: 450 OR LESS. B. FIRE-RESISTANCE RATINGS: COMPLY WITH ASTM E 119; TESTING BY A QUALIFIED TESTING AGENCY. IDENTIFY PRODUCTS WITH APPROPRIATE MARKINGS OF APPLICABLE TESTING AGENCY. 1. INDICATE DESIGN DESIGNATIONS FROM UL OR FROM THE LISTINGS OF ANOTHER QUALIFIED TESTING AGENCY. 2.3 ACOUSTICAL PANELS A. MANUFACTURERS: SUBJECT TO COMPLIANCE WITH REQUIREMENTS, PROVIDE PRODUCTS BY ONE OF THE FOLLOWING: 1. SEE FINISH LIST FOR SPECIFIED PRODUCT B. ACOUSTICAL PANEL STANDARD: PROVIDE MANUFACTURER'S STANDARD PANELS ACCORDING TO ASTM E 1264 AND DESIGNATED BY TYPE, FORM, PATTERN, ACOUSTICAL RATING, AND LIGHT REFLECTANCE UNLESS OTHERWISE INDICATED. C. CLASSIFICATION: PROVIDE[ FIRE-RESISTANCE-RATED] PANELS AS FOLLOWS: 1. PER FINISH LIST D. COLOR: WHITE. E. LIGHT REFLECTANCE (LR): NOT LESS THAN 0.75. F. CEILING ATTENUATION CLASS (CAC): NOT LESS THAN 30. G. NOISE REDUCTION COEFFICIENT (NRC): NOT LESS THAN 0.65. 2.4 METAL SUSPENSION SYSTEM A. MANUFACTURERS: SUBJECT TO COMPLIANCE WITH REQUIREMENTS, PROVIDE PRODUCTS BY ONE OF THE FOLLOWING: 1. SEE FINISH LIST FOR SPECIFIED PRODUCT B. METAL SUSPENSION-SYSTEM STANDARD: PROVIDE MANUFACTURER'S STANDARD, DIRECT-HUNG, METAL SUSPENSION SYSTEM AND ACCESSORIES ACCORDING TO ASTM C 635/C 635M AND DESIGNATED BY TYPE, STRUCTURAL CLASSIFICATION, AND FINISH INDICATED. C. WIDE-FACE, CAPPED, DOUBLE-WEB ALUMINUM SUSPENSION SYSTEM: MAIN AND CROSS RUNNERS ROLL FORMED FROM ALUMINUM SHEET; PREPAINTED, WITH PREFINISHED 15/16-INCH- WIDE ALUMINUM CAPS ON FLANGES. 1. STRUCTURAL CLASSIFICATION: HEAVY-DUTY SYSTEM. 2. END CONDITION OF CROSS RUNNERS: BUTT-EDGE TYPE. 3. FACE DESIGN: FLAT, FLUSH. 4. CAP MATERIAL: ALUMINUM. 5. CAP FINISH: PAINTED WHITE. 2.5 ACCESSORIES A. ATTACHMENT DEVICES: SIZE FOR FIVE TIMES THE DESIGN LOAD INDICATED IN ASTM C 635/C 635M, TABLE 1, "DIRECT HUNG," UNLESS OTHERWISE INDICATED. COMPLY WITH SEISMIC DESIGN REQUIREMENTS. 1. ANCHORS IN CONCRETE: ANCHORS OF TYPE AND MATERIAL INDICATED BELOW, WITH HOLES OR LOOPS FOR ATTACHING HANGERS OF TYPE INDICATED AND WITH CAPABILITY TO SUSTAIN, WITHOUT FAILURE, A LOAD EQUAL TO FIVE TIMES THAT IMPOSED BY CEILING CONSTRUCTION, AS DETERMINED BY TESTING ACCORDING TO ASTM E 488/E 488M OR ASTM E 1512 AS APPLICABLE, CONDUCTED BY A QUALIFIED TESTING AND INSPECTING AGENCY. A. TYPE: POSTINSTALLED EXPANSION, OR POSTINSTALLED BONDED ANCHORS. B. CORROSION PROTECTION: CARBON-STEEL COMPONENTS ZINC PLATED ACCORDING TO ASTM B 633, CLASS SC 1 (MILD) SERVICE CONDITION. 2. POWER-ACTUATED FASTENERS IN CONCRETE: FASTENER SYSTEM OF TYPE SUITABLE FOR APPLICATION INDICATED, FABRICATED FROM CORROSION-RESISTANT MATERIALS, WITH CLIPS OR OTHER ACCESSORY DEVICES FOR ATTACHING HANGERS OF TYPE INDICATED AND WITH CAPABILITY TO SUSTAIN, WITHOUT FAILURE, A LOAD EQUAL TO 10 TIMES THAT IMPOSED BY CEILING CONSTRUCTION, AS DETERMINED BY TESTING ACCORDING TO ASTM E 1190, CONDUCTED BY A QUALIFIED TESTING AND INSPECTING AGENCY. SECTION 09 6800 CARPET TILE PART 1 - GENERAL 1.01 SUMMARY A. SECTION INCLUDES: 1. CARPET TILE AS INDICATED. B. RELATED REQUIREMENTS: 1. DIVISION 01 - GENERAL REQUIREMENTS 2. SECTION 09 6513 - RUBBER BASE. 1.02 SUBMITTALS A. SHOP DRAWINGS: SUBMIT DIMENSIONED LAYOUT OF CARPET SEAMING AND DETAILS FOR BINDER BARS. B. SAMPLES: 1. SUBMIT ONE LABELED SAMPLE. SAMPLES SHALL BE MINIMUM 24-INCH SQUARE WITH PROPER BACKING. 2. TRIM AND ACCESSORIES: SUBMIT 12-INCH LONG SAMPLES OF EACH TYPE TRIM PROPOSED FOR THE WORK. C. PRODUCT DATA: SUBMIT THE FOLLOWING: 1. CARPET MANUFACTURER'S PUBLISHED TECHNICAL DATA FULLY DESCRIBING C CARPET MATERIALS, CONSTRUCTION, AND RECOMMENDED INSTALLATION DIRECTIONS. 2. TECHNICAL DATA AND INSTALLATION INSTRUCTIONS FOR EACH ADHESIVE AND SEALER MATERIAL. 3. CARPET MANUFACTURER'S PUBLISHED INSTRUCTIONS FOR MAINTENANCE, CARE, CLEANING AND REPAIR OF CARPET. 4. MSDS ON MANUFACTURER’S RECOMMENDED ADHESIVES, SEAM AND EDGE SEALERS AND PRIMERS. D. CERTIFICATE: 1. SUBMIT A CERTIFICATE FROM CARPET MANUFACTURER THAT MATERIALS SUPPLIED COMPLY WITH FIRE HAZARD RESISTANCE STANDARDS SPECIFIED. 2. SUBMIT A MANUFACTURER CERTIFICATION THAT THE INSTALLER IS APPROVED BY THE MANUFACTURE TO INSTALL THE SPECIFIED PRODUCT. E. INSTALLER’S/SUBCONTRACTOR’S EXPERIENCE QUALIFICATIONS: SUBMIT LIST OF NOT LESS THAN FIVE PROJECTS WITH SIMILAR SCOPE OF WORK, EXTENDING OVER PERIOD OF NOT LESS THAN FIVE YEARS, INDICATING INSTALLER’S EXPERIENCE RECORD. 1.03 QUALITY ASSURANCE A. COMPLY WITH THE FOLLOWING AS A MINIMUM REQUIREMENT: 1. MATERIALS SHALL COMPLY WITH CBC CHAPTER 11B AND ADAAG REQUIREMENTS. 2. MANUFACTURER’S INSTALLATION INSTRUCTIONS. 3. COMPLY WITH CURRENT CHPS REQUIREMENTS FOR LOW EMITTING MATERIALS, WWW.CHPS.NET. 4. CHEMICALLY BASED PRODUCTS SUCH AS SEALERS, PRIMERS, FILLERS, ADHESIVES, ETCETERA MUST BE APPROVED BY KAISER PERMANENTE. 5. CARPET MUST BE FREE OF ANTI-MICROBIAL PROTECTION (DRY BACK SYSTEM). 6. COMPLY WITH ASTM F1869 FOR MOISTURE TESTING. B. REQUIREMENTS OF REGULATORY AGENCIES: CARPETING SHALL MEET REQUIREMENTS OF FEDERAL, STATE AND LOCAL REGULATORY AGENCIES FOR FLAMMABILITY, STATIC CONTROL, OR OTHER PROPERTIES AS SPECIFIED, WITH TESTING DOCUMENTATION FROM THE MANUFACTURER BY A THIRD PARTY LABORATORY. C. CARPET TILE INSTALLATION: COMPLY WITH CRI 104 - STANDARD FOR INSTALLATION OF TEXTILE FLOOR COVERING MATERIALS. D. EACH COLOR OF CARPET SHALL BE OF THE SAME DYE LOT. E. PRE-INSTALLATION AND PROGRESS MEETINGS: PRIOR TO START OF WORK OF THIS SECTION AND AFTER APPROVAL OF SUBMITTALS, SCHEDULE AN ON SITE PRE- INSTALLATION BETWEEN CONTRACTOR, SUPERVISING INSTALLER, OAR AND PROJECT INSPECTOR TO REVIEW CONSTRUCTION DRAWINGS AND INSTALLATION PROCEDURES IN ACCORDANCE WITH THE REQUIREMENTS OF THIS SPECIFICATION. 1.04 DELIVERY, STORAGE AND HANDLING A FILL TILE PACKS PACKAGED AND IDENTIFIED BY THE FACTORY. DISTRIBUTOR, DEALER, OR VENDOR CUTTING, RE-PACKAGING, AND RE-LABELING IS NOT PERMITTED. B. STORE MATERIAL AT LEAST 24 HOURS AT ROOM TEMPERATURE PRIOR TO I INSTALLATION AND IN ACCORDANCE TO MANUFACTURE’S INSTRUCTIONS. C. DELIVER FIRE-RATED MATERIALS WITH TESTING AGENCY LABELS AND REQUIRED FIRE CLASSIFICATION NUMBERS ATTACHED AND LEGIBLE. 1.05 JOB CONDITIONS A. VENTILATION AND TEMPERATURE: VERIFY AREAS TO BE CARPETED ARE VENTILATED TO REMOVE FUMES FROM INSTALLATION MATERIALS, AND AREAS ARE WITHIN TEMPERATURE RANGE RECOMMENDED BY THE VARIOUS MATERIAL MANUFACTURERS FOR PROJECT SITE INSTALLATION CONDITIONS. THE TEMPERATURE OF A CONCRETE SLAB MUST BE STABILIZED ABOVE 65 DEGREES BOTH 12 HOURS PRIOR TO AND AFTER THE INSTALLATION. THE FOLLOWING ENVIRONMENTAL CONDITIONS INSIDE THE BUILDING ARE CRITICAL FOR PROPER INSTALLATION. TEMPERATURE MUST BE BETWEEN 65 DEGREES F AND 95 DEGREES F AND THE HUMIDITY BETWEEN 10 PERCENT AND 65 PERCENT FOR AT LEAST 72 HOURS BEFORE AND 72 HOURS AFTER INSTALLATION. IN ADDITION, ANY ADHESIVES, EDGE SEALERS AND SEAM SEALERS SHOULD BE STORED UNDER THESE CONDITIONS FOR A MINIMUM OF 24 HOURS PRIOR TO INSTALLATION. B. PROTECTION: PROHIBIT TRAFFIC ON CARPET FOR AT LEAST 12 HOURS AFTER INSTALLATION. COVER CARPET WITH HEAVY NON-STAINING KRAFT PAPER IN AREAS WHERE THE WORK OF OTHER TRADES IS TO BE PERFORMED AND IN TRAFFIC AND PASSAGE AREAS. PROTECT CARPET FROM DAMAGE OR SOILING. MAINTAIN PROTECTION IN PLACE UNTIL SUBSTANTIAL COMPLETION. 1.06 WARRANTY A. INSTALLER SHALL PROVIDE A TWO YEAR INSTALLATION WARRANTY. B. MANUFACTURER SHALL PROVIDE A LIFETIME COMMERCIAL LIMITED WARRANTY AS DESCRIBED BELOW: 1. DELAMINATION WARRANTY: CARPET WILL NOT DELAMINATE FOR A MINIMUM OF 30 YEARS FROM THE DATE OF INSTALLATION. 2. ZIPPERING WARRANTY: CARPET TILE WILL NOT ZIPPER OR DEVELOP CONTINUOUS PILE YARN RUNNERS IN THE BODY OF THE CARPET FOR A MINIMUM OF 30 YEARS FROM THE DATE OF SUBSTANTIAL COMPLETION. 3. EDGE RAVEL: CARPET TILE WILL NOT HAVE CONTINUOUS PILE YARN COMING OUT AT SEAMS FOR A MINIMUM OF 30 YEARS FROM THE DATE OF SUBSTANTIAL COMPLETION. 1.07 MAINTENANCE A. EXTRA MATERIALS: PROVIDE MINIMUM 36 INCHES IN ANY ONE DIMENSION OF EXTRA MATERIALS FOR EACH COLOR, PATTERN, AND DYE LOT OF CARPET. . 9. CALCULATE AND REPORT RESULTS AS “POUNDS OF EMISSION PER 1,000 SQUARE FEET PER 24 HOURS”. 10. MOISTURE VAPOR EMISSIONS MUST MEET MANUFACTURES RECOMMENDATIONS PRIOR TO INSTALLATION. D. QUANTIFYING PH LEVEL 1. AT EACH VAPOR EMISSION TEST SITE, AFTER REMOVAL OF TEST CONTAINMENT DOME, PERFORM PH TEST. A. PLACE SEVERAL DROPS OF WATER ONTO THE CONCRETE SURFACE TO FORM A PUDDLE APPROXIMATELY 1 INCH IN DIAMETER. B. ALLOW THE WATER TO SET FOR APPROXIMATELY 60 SECONDS. C. DIP THE PH PAPER INTO THE WATER AND REMOVE IMMEDIATELY, COMPARE COLOR TO CHART PROVIDED BY PAPER SUPPLIER TO DETERMINE PH READING. D. ACCEPTABLE RANGE IS PH 5 TO PH 9. EXCESSIVE ALKALINITY SHALL BE NEUTRALIZED PRIOR TO INSTALLATION OF THE CARPET. E. RECORD AND REPORT RESULTS. E. CLEANING AND DRYING: CLEAN CONCRETE FLOOR SLABS OF OIL, GREASE, WAXES, CURING COMPOUNDS, DUST, DIRT, DEBRIS, PAINT, AND OTHER DELETERIOUS SUBSTANCES. PROVIDE A COMMERCIAL VACUUM CLEANER TO REMOVE DUST AND DIRT. DAMP MOP TO REMOVE DUST THAT MAY REMAIN AFTER FIRST VACUUMING, ALLOW SURFACE TO DRY, AND AGAIN VACUUM; REPEAT PROCEDURE IF NECESSARY TO ELIMINATE DUST. DO NOT FURNISH OILED OR CHEMICAL TREATED SAWDUST OR ANY SIMILAR PRODUCT FOR DUST REMOVAL. F. LEVELING: VERIFY FLOOR SLABS TRUE TO LEVEL AND PLANE WITHIN A TOLERANCE OF 1/8 INCH IN 10 FEET. TEST FLOOR AREAS BOTH WAYS WITH A 10-FOOT STRAIGHTEDGE AND REPAIR HIGH AND LOW AREAS EXCEEDING ALLOWABLE TOLERANCE. POP UPS SHALL BE HAMMERED OUT AND FLOOR FILLED WITH A CEMENTITIOUS LEVELING COMPOUND. REMOVE HIGH AREAS BY POWER SANDING, STONE RUBBING OR GRINDING, CHIPPING OFF AND FILLING WITH AN APPROVED CEMENTITIOUS LEVELING COMPOUND, OR EQUIVALENT METHOD. FILL LOW AREAS WITH A CEMENTITIOUS LEVELING COMPOUND. REPAIR AND LEVEL THE SURFACES HAVING ABRUPT CHANGES IN PLANE, SUCH AS TROWEL MARKS OR RIDGES, WHETHER OR NOT WITHIN THE ALLOWABLE TOLERANCE. AGAIN CLEAN AREAS WHERE REPAIRS ARE PERFORMED. DO NOT SAND, STONE RUB GRIND OR POWER CHIP FLOOR ADHESIVES THAT CONTAIN ASBESTOS. G. CONDITIONING OF MATERIALS: CARPET TILE AND ADHESIVES SHALL BE CONDITIONED AT THE PROJECT SITE AT NOT LESS THAN 65 DEGREES F AND RELATIVE HUMIDITY BETWEEN 10 PERCENT AND 65 PERCENT FOR 48 HOURS PRIOR TO INSTALLATION AND IN ACCORDANCE TO MANUFACTURE’S INSTRUCTIONS. 3.03 CARPET TILE INSTALLATION A. GENERAL: INSTALL CARPET IN ACCORDANCE WITH REQUIREMENTS OF CRI 104, EXCEPT WHERE MORE STRINGENT REQUIREMENTS ARE SPECIFIED HEREIN OR RECOMMENDED B BY CARPET MATERIALS MANUFACTURERS. B. INSTALL CARPET ROLLS IN EACH DYE LOT IN THE NUMBER SEQUENCE AS FURNISHED BY MANUFACTURER. ROLL OUT CARPET IN ONE DIRECTION AND DO NOT REVERSE DIRECTION AT ANY LOCATIONS. ALIGN CARPET WITH CENTERLINE OF ROOM OR SPACE, AND ADJUST AT EDGES FOR WALL VARIATIONS. C. COLOR CONTROL: INSTALL DYE LOT IN THE NUMBER SEQUENCE AT LOCATIONS INDICATED TO PREVENT SHADING VARIATIONS. INSTALL ONLY ONE DYE LOT FOR EACH AREA OF BUILDING UNLESS OTHERWISE REVIEWED. IF MORE THAN ONE DYE LOT IS REQUIRED, OBTAIN PRIOR REVIEW OF COLOR MATCH BETWEEN DYE LOTS AND, OWNER’S WRITTEN APPROVAL. D. CARPET RUNS: INSTALL CARPET IN ONE-PIECE LENGTHS BETWEEN PERMANENT WALLS UNLESS OTHERWISE REQUIRED. SEAMS ARE PERMITTED ONLY WHERE SHOWN ON THE LAYOUT SHOP DRAWINGS. INSTALL CORRIDOR CARPET IN ONE-PIECE SIZES FOR FULL LENGTH AND WIDTH, CROSS SEAMING ONLY WHERE CORRIDORS CHANGE DIRECTION. E. LAYING AND SEAMING: CUT CARPET FOR SEAMS BETWEEN TUFT ROWS AND PREVENT DAMAGE TO TUFTS OR LOOPS, PREVENT EDGE RAVELS, AND PRESERVE UNIFORM TUFT ROW ALIGNMENT AND SPACING ON BOTH SIDES AND ACROSS SEAMS. INSTALL CARPET WITH TUFT OR LOOP ROWS IN STRAIGHT LINES BOTH WAYS, FREE OF OFFSETS, WAVINESS, DISTORTION, OR MISALIGNMENT. CUT SEAM EDGES STRAIGHT AND SQUARE WITH BACKING. TRIM CARPET AT WALLS, COLUMNS, AND PENETRATIONS FOR A COMPRESSED FIT. F. DOORWAYS: EXTEND CARPET INTO DOORWAYS WITHOUT PIECING IN AND SEAM TO THE CARPET ON OTHER SIDE OF DOOR UNDER DOOR CENTERLINE EXCEPT WHERE METAL THRESHOLDS OCCUR; NO SMALL FILLER PIECES OF CARPET WILL BE PERMITTED AT DOORWAYS. G. ADHESIVE INSTALLATION: DO NOT POWER STRETCH CARPET DURING INSTALLATION. PROVIDE NOTCHED TROWEL AS REQUIRED BY ADHESIVE MANUFACTURER. EVENLY SPREAD ADHESIVE FREE OF EXCESS OR THIN AREAS. PLACE AND ROLL CARPET WITHIN OPEN TIME OF ADHESIVE. ROLL CARPET IN BOTH DIRECTIONS WITH A 75 POUNDS TO 100 POUNDS TOWARDS OPEN SEAMS OR EDGES TO EXPEL TRAPPED AIR AND ASSURE THAT 100 PERCENT OF THE ADHESIVE TRANSFERS TO THE CARPET BACKING WHILE MAINTAINING FULL COVERAGE ON THE FLOOR. H. BINDER BARS: PROVIDE BARS AT EDGES OF CARPET NOT ABUTTING WALLS OR OTHER C ONSTRUCTION, SECURELY FASTENED IN PLACE BY USING ALUMINUM DRIVE NAILS. PRECISELY ALIGN SPLICES AND TIGHTLY MITER ANGLES. 3.04 PROTECTION A. PROTECT THE WORK OF THIS SECTION UNTIL SUBSTANTIAL COMPLETION. PROHIBIT TRAFFIC ON CARPET FOR AT LEAST 12 HOURS AFTER INSTALLATION. COVER CARPET WITH HEAVY NON-STAINING KRAFT PAPER IN AREAS WHEN THE WORK OF OTHER T TRADES IS TO BE PERFORMED AND IN TRAFFIC AND PASSAGE AREAS. PROTECT CARPET FROM DAMAGE OR SOILING. MAINTAIN IN PLACE UNTIL SUBSTANTIAL C COMPLETION. 3.05 CLEANING A. AS EACH CARPETED AREA IS COMPLETED, CLEAN UP DIRT AND DEBRIS, REMOVE SPOTS AND SOILING WITH PROPER CLEANER, TRIM OFF LOOSE THREADS WITH SHARP SCISSORS, AND VACUUM ENTIRE AREA CLEAN. 3.06 CLEAN-UP A. REMOVE RUBBISH, DEBRIS, AND WASTE MATERIALS AND LEGALLY DISPOSE OF OFF THE PROJECT SITE. 3.07 INSTRUCTION A. BEFORE SUBSTANTIAL COMPLETION OF THE WORK, PROVIDE A FOUR HOUR OWNER INSTRUCTION PERIOD FOR PROPER MAINTENANCE OF CARPETING. INSTRUCTIONS SHALL BE PROVIDED BY TECHNICAL REPRESENTATIVE OF MANUFACTURER. END OF SECTION SECTION 09 9000 - PAINTING AND COATING PART 1 - GENERAL 1.1 SUMMARY: A. WORK OF THIS SECTION INCLUDES: 1. TOUCHING UP OF SHOP-APPLIED PRIME COATS. 2. PREPARATION OF SURFACES TO RECEIVE FINISHES. 3. PAINTING, OR OTHERWISE FINISHING OF SURFACES, EXCEPT AS OTHERWISE INDICATED. 1.2 DEFINITIONS: A. DFT: DRY FILM THICKNESS OF THE COATING. 1.3 PERFORMANCE REQUIREMENTS: A. DFT FOR EACH PRIMER, PAINT, SEALER AND STAIN SHALL BE AS RECOMMENDED BY PRODUCT MANUFACTURER'S PRODUCT DATA. B. VOC CONTENT: PAINTS, PRIMERS, AND SEALERS SHALL HAVE A VOC CONTENT LESS THAN THE CURRENT VOC CONTENT LIMITS OF SOUTH COAST AIR QUALITY MANAGEMENT DISTRICT (SCAQMD) RULE #1113, ARCHITECTURAL COATINGS, RULES IN EFFECT JANUARY 1, 2004. 1.4 ACTION SUBMITTALS: A. PRODUCT DATA: 1. SUBMIT COMPLETE LIST OF PRODUCTS PROPOSED 2. INDICATE MANUFACTURER, BRAND NAME, QUALITY, TYPE, AND SHEEN FOR EACH TYPE OF PAINT AND FOR EACH SURFACE TO BE FINISHED. INDICATE VOC RATING AND COMPLIANCE WITH APPLICABLE REGULATIONS. 3. INTENT OF CONTRACTOR TO USE PRODUCTS SPECIFIED DOES NOT RELIEVE HIM FROM HIS RESPONSIBILITIES OF SUBMITTING PRODUCT LIST. B. VERIFICATION SAMPLES: SUBMIT TWO SETS OF SELECTED COLOR SAMPLES FROM PAINT MANUFACTURER FOR ARCHITECT'S REVIEW AND ACCEPTANCE. 1.5 QUALITY ASSURANCE: A. APPLICABLE STANDARDS: 1. ASTM INTERNATIONAL (ASTM), AS REFERENCED HEREIN. 2. ENVIRONMENTAL PROTECTION AGENCY (EPA), VOLATILE ORGANIC COMPOUNDS (VOC) STANDARDS AS REQUIRED BY LOCAL CODES AND REGULATIONS. PART 2 - PRODUCTS 2.1 MANUFACTURERS: A. ACCEPTABLE MANUFACTURERS: EXCEPT AS OTHERWISE NOTED, PRODUCTS SPECIFIED AS A STANDARD OF QUALITY ARE MANUFACTURED BY BENJAMIN MOORE CO. PRODUCTS OF THE FOLLOWING MANUFACTURERS SIMILAR IN TYPE AND QUALITY ARE ACCEPTABLE FOR USE, SUBJECT TO APPROVAL OF PRODUCT LIST: 1. SEE FINISH LIST FOR SPECIFIED PRODUCT B. WHERE PRODUCTS OTHER THAN THOSE OF THE MANUFACTURER LISTED AS THE STANDARD OF QUALITY ARE SPECIFIED IN PAINTING SCHEDULE, SUCH PRODUCTS HAVE BEEN SELECTED TO ACHIEVE SPECIFIC RESULTS AND SUBSTITUTIONS WILL BE ALLOWED ONLY IN ACCORD WITH PRODUCT SUBSTITUTION PROCEDURES SECTION. 2.2 PAINTING MATERIALS: A. MISCELLANEOUS MATERIALS: 1. PAINT THINNERS AND TINTS SHALL BE PRODUCTS OF SAME MANUFACTURER AS PAINTS OR APPROVED BY HIM FOR USE WITH HIS PRODUCTS. 2. SHELLAC, TURPENTINE, PATCHING COMPOUNDS AND SIMILAR MATERIALS REQUIRED FOR EXECUTION OF WORK SHALL BE PURE, BEST QUALITY PRODUCTS. B. PAINT AND STAIN COLORS SHALL BE AS INDICATED ON FINISH SCHEDULE WITH FINAL APPROVAL BASED ON BRUSH-OUT SUBMITTAL. PART 3 - EXECUTION 3.1 PREPARATION: A. INCLUDE PAINTING REQUIRED BY PROJECT EXCEPT FOR PREFINISHED ITEMS AND SPECIAL FINISHES AS SPECIFIED IN OTHER SECTIONS. B. EXISTING SURFACES: 1. FOR PREVIOUSLY PAINTED SURFACES, REMOVE DIRT, DEBRIS AND CHALK BY WASHING WITH DETERGENT AND WATER. 2. PREVIOUSLY PAINTED METAL SURFACES TO REMAIN SHALL BE WIRE-BRUSHED AND CLEANED OF EXISTING PAINT AND RUST. 3. TREAT MILDEWED SURFACES WITH A SOLUTION OF ONE QUART HYPOCHLORITE BLEACH TO A HALF CUP OF DETERGENT TO ONE GALLON WATER. RINSE AND ALLOW TO DRY PRIOR TO PAINTING. 4. SCRAPE OR USE APPROPRIATE MEANS TO REMOVE ALL LOOSE, PEELING, FLAKING, OR MARGINALLY ADHERING PAINT FROM THE SURFACE. FEATHER SAND EDGES AS NECESSARY. 5. REPAIR OR REPLACE CAULKING WHERE NEEDED. 6. AFTER CLEANING, GLOSSY SURFACES SHALL BE DULLED BY SANDING. REMOVE ALL SANDING DUST FROM THE SURFACE AFTER SANDING HAS TAKEN PLACE. 7. PREPARE BARE AREAS AS NEW SURFACES, AND STOP PRIME OR FILL THOSE AREAS WITH THE APPROPRIATE PRIMER OR FILLER. 8. PATCH OR REPAIR ALL CRACKS OR VOIDS WITH THE APPROPRIATE PATCHING COMPOUND AND SAND SMOOTH AS NECESSARY. 9. SPOT PRIME ALL PATCHED AREAS WITH THE APPROPRIATE PRIMER PRIOR TO FINISHING. 10. IF AFTER CLEANING CHALKY SURFACES CHALK RESIDUE IS STILL PRESENT, PRIME THE ENTIRE SURFACE WITH THE PROPER BONDING PRIMER TO INSURE GOOD ADHESION OF THE TOPCOAT TO THE SUBSTRATE. C. WHERE FINISH MATERIALS ABUT OR ARE ABUTTED BY DISSIMILAR MATERIALS, CAULK JOINTS IN ACCORD WITH JOINT SEALANTS SECTION. D. GYPSUM BOARD: 1. FILL NARROW, SHALLOW CRACKS AND SMALL HOLES WITH PATCHING COMPOUND, ALLOW TO DRY AND SAND SMOOTH WITHOUT RAISING NAP OF GYPSUM BOARD PAPER. 2. GYPSUM BOARD SHALL BE FINISHED AS SPECIFIED IN GYPSUM BOARD SECTION PRIOR TO PAINTING. E. FERROUS METALS: 1. WIRE-BRUSH OR SANDPAPER TO REMOVE RUST AND MILL SCALE. 2. SOLVENT-CLEAN WITH XYLOL TO REMOVE GREASE, OIL AND CONTAMINANTS. WIPE DRY WITH CLEAN CLOTH. 3.2 APPLICATION: A. APPLY PAINT ONLY WHEN MOISTURE CONTENT OF SURFACES IS WITHIN LIMITS RECOMMENDED IN PRODUCT DATA. APPLY PAINT MATERIALS USING CLEAN BRUSHES, ROLLERS OR SPRAYING EQUIPMENT. B. APPLY MATERIALS AT RATE NOT EXCEEDING THAT RECOMMENDED IN PRODUCT DATA FOR SURFACE BEING PAINTED, LESS TEN PERCENT FOR LOSSES. C. COMPLY WITH PRODUCT DATA FOR DRYING TIME BETWEEN COATS. D. SAND AND DUST BETWEEN COATS TO REMOVE DEFECTS VISIBLE FROM A DISTANCE OF 5'-0". E. FINISH COATS SHALL BE SMOOTH, FREE OF BRUSH MARKS, STREAKS, LAPS OR PILE-UP OF PAINT, SKIPPED OR MISSED AREAS. F. MAKE EDGES OF PAINT ADJOINING OTHER MATERIALS OR COLORS CLEAN AND SHARP WITHOUT OVERLAPPING. G. PRIMER COATS MAY BE OMITTED FOR SURFACES SPECIFIED TO RECEIVE FACTORY-APPLIED PRIMER, IF PRIMER IS COMPATIBLE WITH FINISH COATS. IF PRIMER COATS ARE NOT COMPATIBLE, SUBSTITUTE A BOND COAT AS RECOMMENDED BY PAINT MANUFACTURER FOR SPECIFIED PRIMER COAT. H. WHERE TWO-COAT FINISH IS SPECIFIED, PRIME COAT SHALL BE TINTED TO APPROXIMATE FINISH COLOR. I. WHERE PORTION OF FINISH ON GYPSUM BOARD PARTITION IS DAMAGED OR UNACCEPTABLE, REFINISH ENTIRE SURFACE OF PARTITION. J. SEAL TOPS AND BOTTOMS OF INTERIOR DOORS WITH PRIME COAT ONLY; SIDE EDGES SAME AS FACES. K. REMOVE AND PROTECT HARDWARE, ACCESSORIES, DEVICE PLATES, LIGHTING FIXTURES, FACTORY-FINISHED WORK AND SIMILAR ITEMS, OR PROVIDE IN-PLACE PROTECTION. UPON COMPLETION OF EACH SPACE, REPLACE REMOVED ITEMS. L. PAINT EXPOSED PIPING AND DUCKWORK IN PAINTED SPACES SAME AS ADJACENT WALL SURFACES. M. THE FOLLOWING SURFACES DO NOT REQUIRE PAINTING: 1. PREFINISHED AND FACTORY-FINISHED SURFACES AND ITEMS, EXCEPT WHERE INDICATED OTHERWISE. 2. CONCEALED DUCKWORK, CONDUIT AND PIPING. 3.3 PAINT SCHEDULES: A. INTERIOR PAINT SCHEDULE: 1. GYPSUM BOARD: PROVIDE THE FOLLOWING FINISH SYSTEMS OVER INTERIOR GYPSUM BOARD SURFACES: A. LOW-LUSTER ACRYLIC EGGSHELL FINISH: 1) FIRST COAT OVER BARE DRYWALL: MOORE #023 FRESH START ACRYLIC LATEX PRIMER 50 g/L 1.3 MILS DFT. 2) FIRST COAT OVER PREVIOUSLY PAINTED DRYWALL: MOORE #SXA-110 STIX WATERBORNE BONDING PRIMER 40% VOL SOLIDS, 2.1 MILS DFT. 3) SECOND COAT: MOORE #N538 ULTRA SPEC 500, ZERO VOC,ACRYLIC EGGSHELL ENAMEL, 1.8 MILS DFT. 4) THIRD COAT: MOORE #N538 ULTRA SPEC 500, ZERO VOC, ACRYLIC EGGSHELL ENAMEL, 1.8 MILS DFT. 2. FERROUS METAL: PROVIDE THE FOLLOWING FINISH SYSTEMS OVER NEW AND PREVIOUSLY PAINTED FERROUS METAL: A. SEMI-GLOSS ACRYLIC ENAMEL FINISH: 1) FIRST COAT: MOORE #P04 SUPER SPEC HP ACRYLIC METAL PRIMER 54 g/L, 2.3 MILS DFT. 2) SECOND COAT: MOORE #P29 SUPER SPEC HP ACRYLIC DTM SEMI-GLOSS ENAMEL, 206 g/L, 2.5 MILS DFT. 3) THIRD COAT: MOORE #P29 SUPER SPEC HP ACRYLIC DTM SEMI-GLOSS ENAMEL, 206 g/L, 2.5 MILS DFT. 3. ZINC-COATED METAL: PROVIDE THE FOLLOWING FINISH SYSTEMS OVER NEW AND PREVIOUSLY PAINTED INTERIOR ZINC-COATED METAL SURFACES: A. SEMI-GLOSS ACRYLIC ENAMEL FINISH: 1) FIRST COAT: MOORE #P04 SUPER SPEC HP ACRYLIC METAL PRIMER 54 g/L, 2.3 MILS DFT. 2) SECOND COAT: MOORE #P29 SUPER SPEC HP ACRYLIC DTM SEMI-GLOSS ENAMEL, 206 g/L, 2.5 MILS DFT. 3) THIRD COAT: MOORE #P29 SUPER SPEC HP ACRYLIC DTM SEMI-GLOSS ENAMEL, 206 g/L, 2.5 MILS DFT. 4. ALUMINUM: PROVIDE THE FOLLOWING FINISH SYSTEMS OVER NEW AND PREVIOUSLY PAINTED INTERIOR ALUMINUM METAL SURFACES: A. SEMI-GLOSS ACRYLIC ENAMEL FINISH: 1) FIRST COAT: MOORE #SXA-110 STIX BONDING PRIMER 40% VOL. SOLIDS, 2.1 MILS DFT. 2) SECOND COAT: MOORE #P29 SUPER SPEC HP ACRYLIC DTM SEMI-GLOSS ENAMEL, 206 g/L, 2.5 MILS DFT. 3) THIRD COAT: MOORE #P29 SUPER SPEC HP ACRYLIC DTM SEMI-GLOSS ENAMEL, 206 g/L, 2.5 MILS DFT. END OF SECTION PART 2 - PRODUCTS 2.01 MANUFACTURERS AND PRODUCTS A. CARPETING: 1. BASIS OF DESIGN: PER FINISH LIST B. ADHESIVES AND PRIMERS: AS RECOMMENDED BY TILE CARPETING MANUFACTURER AND APPROVED BY KAISER PERMANENTE. 2.02 MATERIALS A. CARPET SHALL MEET THE FOLLOWING MINIMUM STANDARDS: 1. GAUGE: 1/12 2. FIBER: ECO SOLUTION Q NYLON – 92% SOLUTION DYED, 8% YARN DYED 3. CONSTRUCTION: MULTI-LEVEL PATTERN LOOP. ECOWORX TILE SECONDARY BACKING. 11 STITCHES/INCH 4. TUFTED WEIGHT: MINIMUM 22 OUNCES PER SQUARE YARD. THIS WEIGHT EXCLUDES BACKING. 5. WARRANTY: LIFETIME LIMITED COMMERCIAL WARRANTY 6. FLAMMABILITY: A. FLOORING RADIANT PANEL: CLASS I- PER ASTM E648. B. NBS SMOKE DENSITY: LESS THAN 450 PER TEST ASTM E662; NFPA 258 C. FLAME RESISTANT: SHALL PASS METHENAMINE PILL TEST ASTM E662. D. MATERIALS SHALL MEET REQUIREMENTS OF CALIFORNIA PROPOSITION 65. IN CASE OF FIRE, NO MATERIAL SHALL BE USED THAT EMIT GAS AND IS PROHIBITED BY CALIFORNIA PROPOSITION 65. 7. RUN RESISTANT STRENGTH: NOT LESS THAN 25 POUNDS, IN ACCORDANCE WITH THE LOOP PILE RUN RESISTANCE TEST (TP 155), WET OR DRY FOR A MINIMUM OF 30 YEARS. 8. INDOOR AIR QUALITY: CARPET SHALL MEET OR EXCEED CRI AND EPA GUIDELINES (GREEN LABEL CERTIFIED AND LABELED) AND MAY NOT CONTAIN ANY VOCS SUCH AS: 4 PCH (4 PHENULCYCLOHEXENE), PVC (POLYVINYL CHLORIDE) OR SBR LATEX (STYRENE BUTADIENE RUBBER). 9. RECYCLING OF EXISTING CARPET: IF PROJECT SCOPE INCLUDED REMOVAL AND DISPOSAL OF EXISTING CARPET, CONTRACTOR IS RESPONSIBLE FOR DELIVERY TO A CERTIFIED RECYCLING CENTER. A RECYCLING CERTIFICATE MUST BE SUBMITTED TO OAR, WITH ITS NAME AND ADDRESS OF LOCATION OF RECYCLING CENTER, DATE AND WEIGHT OF CARPET RECYCLED. CONTRACTOR IS RESPONSIBLE FOR COSTS ASSOCIATED WITH RECYCLING. B. CARPET TILE SHALL BE FROM ONE DYE LOT. C. FULL AND CUT ROLLS OF CARPET SHALL BE CUT, PACKAGED, AND IDENTIFIED BY THE FACTORY. DISTRIBUTORS, DEALERS AND VENDOR CUTTING, RE-PACKAGING, AND RE- LABELING IS NOT PERMITTED. F. ADHESIVE: WATER-RESISTANT LATEX-BASED ADHESIVE RECOMMENDED BY CARPET MANUFACTURER FOR DIRECT GLUE-DOWN CARPET INSTALLATION. WHERE PRIMERS OR SEALERS ARE FURNISHED, VERIFY THEIR COMPATIBILITY WITH ADHESIVE. G. PATCHING COMPOUNDS: CEMENTITIOUS TYPE, ARDEX SD-F, DURABOND’S WEBCRETE # 95, OR EQUAL, AS RECOMMENDED BY CARPET MANUFACTURER. PART 3 - EXECUTION 3.01 EXAMINATION A. BEFORE INSTALLATION IS STARTED, EXAMINE SURFACES TO RECEIVE CARPET. DEFICIENCIES SHALL BE CORRECTED BEFORE STARTING WORK OF THIS SECTION. B. FIELD VERIFY DIMENSIONS AND OTHER CONDITIONS AFFECTING THIS WORK BEFORE COMMENCING CARPET INSTALLATION. 3.02 PREPARATION A. PROVIDE CONCRETE MOISTURE VAPOR EMISSION AND PH TESTING FOR CONCRETE SPECIFIED TO BE COVERED WITH CARPET. INCLUDES CONCRETE PLACED BELOW, ON AND ABOVE GRADE. FOR CARPET REPLACEMENT PROJECTS, CONCRETE SLABS NOT IN DIRECT CONTACT WITH GROUND MAY BE EXCLUDED FROM THIS REQUIREMENT. COMPLY WITH REQUIREMENTS OF ASTM F1869. B. TESTING SHALL TAKE PLACE AFTER ALLOWING CONCRETE TO DRY FOR A MINIMUM OF 90 DAYS. TESTING TO BE SCHEDULED NO LESS THAN 1 OR MORE THAN 3 WEEKS PRIOR TO SCHEDULED FLOORING INSTALLATION. C. QUANTIFICATION OF CONCRETE MOISTURE VAPOR EMISSION 1. THE TEST SITE SHOULD BE MAINTAINED AT THE SAME TEMPERATURE AND HUMIDITY CONDITIONS AS THOSE ANTICIPATED DURING NORMAL OCCUPANCY. THESE TEMPERATURE AND HUMIDITY LEVELS SHOULD BE MAINTAINED FOR 48 HOURS PRIOR AND DURING TEST PERIOD. IF MEETING THIS CRITERIA IS NOT POSSIBLE, THEN MINIMUM CONDITIONS SHOULD BE 75 PLUS OR MINUS 10 DEGREES F AND 50 PLUS OR MINUS 10 PERCENT RELATIVE HUMIDITY. WHEN A BUILDING IS NOT UNDER HVAC CONTROL, A RECORDING HYGROMETER OR DATA LOGGER SHALL BE IN PLACE RECORDING CONDITIONS DURING THE TEST PERIOD. A TRANSCRIPT OF THIS INFORMATION MUST BE INCLUDED WITH THE TEST REPORT. 2. THE NUMBER OF VAPOR EMISSION TEST SITES IS DETERMINED BY THE SQUARE FOOTAGE OF THE FACILITY. THE MINIMUM NUMBER OF TESTS TO BE PLACED IS EQUAL TO THREE IN THE FIRST 1,000 SQUARE FEET AND ONE PER E ACH ADDITIONAL 1,000 SQUARE FEET. 3. TEST SITES ARE TO BE CLEANED OF ADHESIVE RESIDUE, CURING COMPOUNDS, PAINTS, SEALERS, FLOOR COVERINGS, ETCETERA 24 HOURS P RIOR TO THE PLACEMENT OF TEST KITS. 4. WEIGH TEST DISH ON SITE PRIOR TO START OF TEST. SCALE MUST REPORT WEIGHT TO 0.1 GRAMS. RECORD WEIGHT AND START TIME. 5. EXPOSE CALCIUM CHLORIDE AND SET DISH ON CONCRETE SURFACE. 6. INSTALL TEST CONTAINMENT DOME AND ALLOW TEST TO PROCEED FOR 72 HOURS. 7. RETRIEVE TEST DISH BY CAREFULLY CUTTING THROUGH CONTAINMENT D OME. CLOSE AND RESEAL TEST DISH. 8. WEIGH TEST DISH ON SITE RECORDING WEIGHT AND STOP TIME. R No. F LICENSE STATE D O A RCHITECT C AL IFORNIA STEPHE WHITE RENEWAL DATE C-34829 N 08/31/27 SHEET TITLE PROJECT FACILITY FAC NO: BLDG NO: FLOOR LEV: SECTION: KP PROJ. NO. PERMIT NO. 555 W. Fifth Street Suite 2950 | Los Angeles, CA 90013 USA ARCHITECT CONSULTANT ARCHITECT SEAL CONSULTANT SEAL KAISER FOUNDATION HOSPITALS NATIONAL FACILITIES SERVICES 1800 HARRISON STREET OAKLAND, CALIFORNIA 94612 ISSUE / REVISION LOG NO. ISSUED DATE 0 5' 5 0 ' GR A P H I C S C A L E S : 1 / 1 6 " = 1 ' - 0 " 0 25 ' 1/ 8 " = 1 ' - 0 " 5' 0 12 ' 1/ 4 " = 1 ' - 0 " 1' 0 6' 1/ 2 " = 1 ' - 0 " 1' 0 2' 1- 1 / 2 " = 1 ' - 0 " 0 1' 3" = 1 ' - 0 " IF T H I S S H E E T I S N O T 30 " x 4 2 " , I T I S A R E D U C E D PR I N T - S C A L E AC C O R D I N G L Y AGENCY APPLICATION NUMBER AGENCY APPROVAL STAMP THIS DOCUMENT IS THE PROPERTY OF THE OWNER AND IS NOT TO BE USED WITHOUT OWNER'S WRITTEN PERMISSION. HZ PROJ. NO. www.huitt-zollars.com Phone 310.820.4600 | Fax 310.207.4215 C: \ U s e r s \ l r o b i n s o n \ O n e D r i v e - H u i t t - Z o l l a r s , I n c \ D o cu m e n t s \ R 3 1 4 4 1 2 . 3 5 K P H B M K P O J _ A 2 4 _ l r o b i n s o n L 2 M D X . r vt 1 1 / 3 / 2 0 2 5 3 : 4 4 : 0 3 P M SOCC 2022 R HBM 1st Fl KPOJ REMODEL G0-04 SPECIFICATIONS CA394-1 - CAP027721R314412.35 HARBOR/MacARTHUR MEDICAL OFF 3401 S. HARBOR BLVD. SANTA ANA, CALIFORNIA 92704 N/ASPECIFICATIONS - DIVISION 9 CONT.09 CITY SUBMITTAL 11/03/2025 101125520, 20187249, 40140902 SECTION 28 1000 ACCESS CONTROL AND ALARM MONITORING SYSTEM PART 1 - GENERAL 1. SECTION INCLUDES A. MATERIALS, EQUIPMENT, FABRICATION, INSTALLATION AND TESTS IN CONFORMITY WITH APPLICABLE CODES AND AUTHORITIES HAVING JURISDICTION FOR THE FOLLOWING: 1. A COMPLETE ACCESS CONTROL AND ALARM MONITORING SYSTEM AS DESCRIBED IN THE SPECIFICATIONS AND AS SHOWN IN DETAIL ON THE DRAWINGS. 2. COMPLETE SYSTEM IS DEFINED AS ALL LABOR AND MATERIALS REQUIRED TO COMPLETE THE WORK DESCRIBED HEREIN AND ON THE DRAWINGS INCLUDING BUT NOT LIMITED TO: CONDUIT, RACEWAYS, CABLES, CABLING, CONNECTORS, RISERS, NETWORK INTERFACES, BACK BOXES, CARD READERS, CARDS, REQUEST TO EXIT SENSORS, MOTION DETECTORS, ALARM CONTACTS, CONTROLLERS, SPECIFIC ALARM PANELS, ACCESS CONTROL PANELS, POWER SUPPLIES, TRANSFORMERS, UPS’S, PRINTERS, INTERCOMS, INTERCOM HEAD-END EQUIPMENT AND PROGRAMMING, TELEPHONES, PROGRAMMING, LABOR, HARD DRIVES, SOFTWARE UPGRADES, LICENSE UPGRADES, SOFTWARE SUPPORT LICENSES AND ACCESS CONTROL HEAD END SOFTWARE. ALSO PROVIDE AND INSTALL REQUIRED COMMUNICATION EQUIPMENT AND GEAR, PHONE LINE MONITORING, POWER FILTERING, ENCLOSURES, TAMPER SWITCHES, LATCHES AND LOCKS, MOUNTS, HOUSINGS, STANDS, INTERFACES TO NEW AND EXISTING ELECTRIFIED DOOR HARDWARE, INTERFACES TO AUTOMATIC DOOR OPERATORS AND INTERFACES TO EQUIPMENT FURNISHED BY OTHERS. 3. PRODUCTS, EQUIPMENT, MATERIALS, SYSTEMS, ASSEMBLIES, SOFTWARE AND ACCESSORIES AS SPECIFIED HEREIN DEFINE THE MINIMUM STANDARDS. SPECIFICATIONS AND DRAWINGS DO NOT SHOW OR LIST EVERY ITEM, ACCESSORY, FASTENER, BRACKET, SUB-ASSEMBLY AND APPURTENANCE TO BE PROVIDED. WHEN AN ITEM NOT SHOWN OR LISTED IS CLEARLY NECESSARY FOR PROPER INSTALLATION, OPERATION AND FUNCTIONING OF THE EQUIPMENT AND SYSTEMS THE SECURITY CONTRACTOR SHALL PROVIDE, INSTALL, TEST AND CERTIFY THE ITEM AT NO INCREASE IN CONTRACT PRICE. 4. THE LENEL ACCESS CONTROL SERVER WILL COMMUNICATE TO THE ACCESS CONTROL FIELD PANELS VIA A NETWORK CONNECTION OVER THE OWNER’S LAN/WAN. SECURITY CONTRACTOR SHALL COORDINATE IP ADDRESSES, LAN DROPS, NETWORK CONNECTIVITY AND BANDWIDTH ALLOCATION AND USAGE WITH THE OWNER’S IT DEPARTMENT. 5. PROVIDE ALL SOFTWARE, HARDWARE, AND PROGRAMMING FOR INSTALLATION, CONNECTION AND OPERATION OF THE NEW SECURITY SYSTEM EQUIPMENT. 6. SECURITY CONTRACTOR IS RESPONSIBLE FOR FULLY IMPLEMENTING THE FUNCTIONS DESCRIBED IN THE SPECIFICATIONS AND SHOWN ON THE DRAWINGS. 7. COORDINATE ALL TELEPHONE AND DATA NETWORK CONNECTIONS, PROGRAMMING, AND REQUIREMENTS WITH OWNER’S IT DEPARTMENT. 8.FURNISH AND INSTALL ANY INTERFACE RELAYS, MATERIALS, AND CABLING REQUIRED FOR CONNECTION TO THE FIRE ALARM CONTROL PANEL (FACP). 1. RELATED SECTIONS A. CONDUIT, WIRE AND CABLE INSTALLATIONS PERFORMED UNDER THIS DIVISION SHALL COMPLY WITH ALL APPLICABLE SECTIONS OF THE LOCAL BUILDING CODES, CALIFORNIA ELECTRICAL CODE AND DIVISION 26 REQUIREMENTS. B.COORDINATE DOOR HARDWARE WITH THE DIVISION 8 HARDWARE CONTRACTOR. C.COORDINATE ALL ELECTRICAL POWER AND CONDUIT REQUIREMENTS WITH THE DIVISION 26 ELECTRICAL CONTRACTOR AND THE OWNER. ALL SECURITY SYSTEMS SHALL BE ON AN EMERGENCY POWER BRANCH CIRCUIT. 1. REFERENCES A. PUBLISHED SPECIFICATIONS, STANDARDS, TESTS AND CODES AND RECOMMENDED STANDARDS OF TRADE, INDUSTRY OR GOVERNMENTAL ORGANIZATIONS APPLY TO WORK IN THIS SECTION INCLUDING: 1. ADA – TITLE 3 OF THE AMERICANS WITH DISABILITIES ACT 2. ASCII – AMERICAN STANDARD CODE FOR INFORMATION INTERCHANGE 3. ASTM – AMERICAN SOCIETY FOR TESTING AND MATERIALS 4. CCR – TITLES 19 AND 24 OF THE CALIFORNIA CODE OF REGULATIONS 5. EIA – ELECTRONIC INDUSTRY ASSOCIATION 6. NEMA – NATIONAL ELECTRICAL MANUFACTURERS' ASSOCIATION 7. NFPA – 2002 NATIONAL FIRE PROTECTION ASSOCIATION STANDARDS 8. CEC – 2005 NATIONAL ELECTRICAL CODE WITH 2007 CA AMENDMENTS 9. CBC – 2006 INTERNATIONAL BUILDING CODE WITH 2007 CA AMENDMENTS 10. CFC – 2006 INTERNATIONAL FIRE CODE WITH 2007 CA AMENDMENTS 11. CMC – 2006 INTERNATIONAL MECHANICAL CODE WITH 2007 CA AMENDMENTS 12. UL – UNDERWRITERS LABORATORIES, INC. B.ELECTRONIC DEVICES RADIATING "RF" ENERGY SHALL COMPLY WITH FEDERAL COMMUNICATION COMMISSION REGULATIONS, PARTICULARLY PART FIFTEEN, AND SHALL MEET MINIMUM CLASS "B" REQUIREMENTS. PROVIDE FCC CERTIFICATE NUMBERS INDICATING THAT THE FCC HAS APPROVED THE PRODUCTS. 1. QUALITY ASSURANCE A. SECURITY CONTRACTOR SHALL BE CAPABLE OF PERFORMING SERVICE OR MAINTENANCE WORK ON THE SPECIFIED SYSTEMS. SECURITY CONTRACTOR’S LEAD TECHNICIAN SHALL BE FACTORY-CERTIFIED BY THE SECURITY SYSTEM MANUFACTURER. B.SECURITY CONTRACTOR TO PROVIDE AS PART OF THEIR QUOTE DOCUMENTATION OF NATIONAL SOURCING AGREEMENTS (NSA) DISCOUNTS FOR LENEL EQUIPMENT. DOCUMENTATION SHALL INCLUDE LENEL MSRP PRICE, KAISER NSA DISCOUNT PERCENTAGE AND REVISED PRICE. C.SECURITY CONTRACTOR MUST BE A LENEL AUTHORIZED DEALER. THE SECURITY CONTRACTOR SHALL POSSESS ALL REQUIRED CONTRACTOR'S LICENSES. 1. SUBMITTALS A. SUBMIT THE FOLLOWING TO THE ARCHITECT FOR APPROVAL PRIOR TO COMMENCEMENT OF WORK: 1. MANUFACTURER'S NAME, BRAND NAME, EXACT PART NUMBER, OPTIONS, ACCESSORIES AND CATALOG REFERENCES FOR ALL EQUIPMENT SUPPLIED. INDICATE UL LISTINGS FOR ALL SYSTEM COMPONENTS. 2. COMPLETE WIRING DIAGRAMS FOR ALL COMPONENTS, INCLUDING CABLE TYPES AND QUANTITIES, ROUTINGS, FLOOR PLANS INDICATING DEVICE LOCATIONS, CONDUIT SIZES, POINT- TO-POINT TERMINATION AND RISER DIAGRAMS. B.SUBMITTALS MUST BE COMPLETE. ALL SECURITY SYSTEM SUBMITTALS SHALL BE IN A SIMILAR FORMAT FOR EASE OF REVIEW. THE ARCHITECT AND SECURITY CONSULTANT RESERVE THE RIGHT TO REJECT ANY SUBMITTALS DETERMINED TO BE INCOMPLETE. REJECTION OF SUBMITTALS FOR FAILURE TO MEET THESE REQUIREMENTS SHALL NOT BE CONSIDERED GROUNDS FOR CLAIMS OF DELAY. PART 2 - PRODUCTS 2.1 ACCESS CONTROL AND ALARM MONITORING SYSTEM PRODUCTS A. CARD READER DOORS 1. SECURITY CONTRACTOR TO PROVIDE AND INSTALL 12 INCH BY 12 INCH SECURITY JUNCTION BOX IN THE ACCESSIBLE CEILING SPACE ABOVE OR NEAR EACH CARD READER DOOR. INSTALL THE JUNCTION BOX SO THAT IT IS ACCESSIBLE FROM THE SECURED SIDE OF THE DOOR AND NOT BLOCKED BY EXIT LIGHTING, AIR GRILLS, VENTS, SPRINKLERS OR SMOKE DETECTORS. a. SECURITY CONTRACTOR TO INSTALL THE LNL-1300 OR LNL-1320 READER INTERFACE MODULE IN THE SECURITY JUNCTION BOX ASSOCIATED WITH EACH CARD READER DOOR. b. LABEL ALL WIRES AND CABLES WITH MACHINE- GENERATED LABELS AS CLOSE AS POSSIBLE TO THEIR TERMINATION POINT. ALL LABELS SHALL BE CLEARLY VISIBLE WITHOUT THE NEED TO MOVE OTHER CABLES OR REMOVE ANY CABLE MANAGEMENT DEVICES SUCH AS TIE WRAPS. c. INSTALL SUFFICIENT TERMINAL BLOCKS IN THE SECURITY JUNCTION BOX TO MAKE UP ALL WIRE-TO-WIRE CONNECTIONS. NO WIRE-NUT CONNECTIONS ARE PERMITTED. d. ALL WIRING WITHIN THE SECURITY JUNCTION BOX SHALL BE DRESSED NEATLY AND PROFESSIONALLY. e. PROVIDE SUFFICIENT SPARE CABLE LENGTH FOR EACH CABLE TO FORM A SERVICE LOOP TO ENABLE IT TO REACH ANY POINT WITHIN THE SECURITY JUNCTION BOX WITHOUT THE NEED FOR SPLICING ADDITIONAL WIRE OR PULLING ADDITIONAL CABLE IN FROM OUTSIDE THE SECURITY JUNCTION BOX. f. ALL SECURITY JUNCTION BOXES SHALL BE CLEARLY MARKED ON THE OUTSIDE COVER SO THAT THEY CAN BE IDENTIFIED FROM THE FLOOR BELOW WITHOUT THE USE OF A LADDER WHEN THE ACCESSIBLE CEILING SPACE IS OPEN. MARKINGS SHALL REFLECT THE DOOR NUMBER AS WELL AS THE ACCESS CONTROL PANEL NUMBER AND PORT ASSOCIATED WITH THAT CARD READER DOOR. G.ALL INITIATING CIRCUITS SHALL BE WIRED NORMALLY CLOSED WITH A 5-STATE SUPERVISION 1K/2K RESISTOR INSTALLED AT THE END-OF-LINE DEVICE. B.CARD READER DOOR DEVICES 1. SECURITY CONTRACTOR TO PROVIDE AND INSTALL HID CORPORATION THINLINE II CLASSIC STYLE CARD READERS. NO SUBSTITUTIONS WILL BE ACCEPTED. a. THE CARD READER SHALL COMMUNICATE IN A WIEGAND PROTOCOL INTERFACE AND BE COMPATIBLE WITH ALL STANDARD ACCESS CONTROL SYSTEMS. b. CARD READERS INSTALLED AT INTERIOR LOCATIONS SHALL BE WHITE IN COLOR. 2. SECURITY CONTRACTOR TO PROVIDE AND INSTALL DETECTION SYSTEMS DS160 REQUEST-TO- EXIT MOTION DETECTOR AND TP160 MOUNTING PLATE AT ALL CARD READER DOOR LOCATIONS. NO SUBSTITUTIONS WILL BE ACCEPTED. a. REQUEST-TO-EXIT MOTION DETECTORS SHALL BE WIRED NORMALLY CLOSED WITH A 5-STATE SUPERVISION 1K/2K RESISTOR INSTALLED AT THE END-OF-LINE DEVICE. 3. SECURITY CONTRACTOR TO PROVIDE AND INSTALL GE SENTROL 1076(D) CONCEALED ALARM CONTACT IN DOOR FRAMES AND CONCEALED MAGNETS IN DOOR LEAFS AT ALL CARD READER DOOR LOCATIONS. a. CONTACT SHALL CONSIST OF 2 SPDT CONTACTS IN ONE SWITCH. b. CONTACT SHALL HAVE AN ALARM GAP DISTANCE OF NO MORE THAN 1/2 INCH. c. DOOR CONTACTS SHALL BE WIRED NORMALLY CLOSED WITH A 5-STATE SUPERVISION 1K/2K RESISTOR INSTALLED AT THE END-OF-LINE DEVICE. d. CONTACT COLOR SHALL BE PROVIDED TO BEST MATCH DOOR FRAME FINISH. e. CONTACT SHALL NOT BE LARGER THAN 3/4 INCH. f. PAIRS OF DOORS SHALL HAVE ALARM CONTACTS ON EACH DOOR LEAF AND THE ALARM CONTACTS WILL BE WIRED IN A SERIES CIRCUIT. 4. SECURITY CONTRACTOR TO PROVIDE SWITCHED LOCK POWER TO ELECTRIFIED LOCKS AND STRIKES. a. LOCKS SHALL UNLOCK WHEN 24 VDC POWER IS APPLIED FOR A “FAIL SECURE” OPERATION. b. THE LNL-1300 OR LNL-1320 READER INTERFACE MODULE SHALL BE USED TO SWITCH THE LOCK POWER TO THE LOCKS. 5. THE SECURITY CONTRACTOR SHALL PROVIDE AND INSTALL A LABEL AT EACH READER LOCATION. LABELS SHALL BE MACHINE GENERATED AND BE ON THE BOTTOM OF THE READER INDICATING THE READER NUMBER IN THE SYSTEM. C.POWER SUPPLIES 1. SECURITY CONTRACTOR TO PROVIDE AND INSTALL ALTRONIX AL1012ULX16CB AND AL1024ULX16CB POWER SUPPLIES WITH POWER DISTRIBUTION MODULES TO POWER ALL ACCESS CONTROL PANELS, INTRUSION ALARM PANELS, ELECTRICALLY CONTROLLED DOOR LOCKS AND DOOR STRIKES, REQUEST TO EXITS AND PERIPHERAL DEVICES AT LOCATIONS AS SHOWN ON THE DRAWINGS. NO SUBSTITUTIONS WILL BE ACCEPTED. a. POWER SUPPLY/CHARGER UNITS SHALL BE CLASS 2 RATED. b. INSTALL EACH INDIVIDUAL LOCK, REQUEST TO EXIT AND PERIPHERAL DEVICE ON A SEPARATE OUTPUT OF THE POWER DISTRIBUTION MODULE. c. PROVIDE SUFFICIENT QUANTITY OF POWER SUPPLIES WITH FACTORY-INSTALLED POWER DISTRIBUTION MODULES TO PERMIT SIMULTANEOUS CONTINUOUS-DUTY ACTIVATION OF ALL DOOR LOCKS WITH AN ADDITIONAL MINIMUM 20 PERCENT CAPACITY ON EACH SUPPLY. d. CALCULATE VOLTAGE DROP TO LOCKS AND SIZE LOCK CONTROL WIRING TO PROVIDE PROPER LOCK OPERATION. e. PROVIDE BATTERY BACK-UP SUFFICIENT FOR FOUR HOURS STANDBY PLUS TWENTY-FIVE ACTIVATIONS FOR ALL DC LOCKS. BATTERIES SHALL BE 12V 7AHR. f. MONITOR THE AC FAIL RELAY FOR POWER FAILURE AND THE LOW BATTERY RELAY FOR LOW BATTERY. THESE ALARMS SHALL HAVE INDIVIDUAL MONITOR POINTS ON THE ACCESS CONTROL SYSTEM. g. FURNISH AND INSTALL NOISE SUPPRESSION DIODES ON ALL LOCKS AS CLOSE AS POSSIBLE TO THE LOCK AND AT THE CONTROL RELAY COIL. h. FURNISH AND INSTALL TAMPER SWITCHES ON EACH POWER SUPPLY ENCLOSURE. TAMPER SWITCHES SHALL BE WIRED TO MONITOR POINTS ON THE ACCESS CONTROL PANEL AND SHALL BE CONFIGURED FOR TWENTY-FOUR HOUR ALARM SUPERVISION. i. PROVIDE AND INSTALL CABINET LOCKS ON EACH POWER SUPPLY ENCLOSURE. SECURITY CONTRACTOR TO PROVIDE LOCKS KEYED ALIKE FOR ALL POWER SUPPLY ENCLOSURES. j. CONTRACTOR TO PROVIDE A MACHINE GENERATED LABEL ON THE EXTERIOR OF ALL POWER SUPPLIES AND TRANSFORMERS IDENTIFYING THE EQUIPMENT SERVED. D.ELECTRIFIED LOCKS AND HARDWARE 1. ELECTRIFIED LOCKS, STRIKES, DOOR HARDWARE, “PANIC BAR” EXIT DEVICES AND LOCAL ELECTRIFIED DOOR HARDWARE POWER SUPPLIES TO BE USED IN CONJUNCTION WITH CARD READER ACCESS DOORS SHALL BE FURNISHED AND INSTALLED BY THE DIVISION 8 HARDWARE CONTRACTOR. THE SECURITY CONTRACTOR IS RESPONSIBLE FOR ALL LOW VOLTAGE WIRING AND TERMINATIONS TO ELECTRIFIED LOCKS, ELECTRIFIED DOOR HARDWARE AND ELECTRIC TRANSFER HINGE HARDWARE. a. SEQUENCING, SCHEDULING AND COORDINATING WITH THE DIVISION 8 HARDWARE CONTRACTOR AND THE OWNER IS THE RESPONSIBILITY OF THE SECURITY CONTRACTOR. b. PROGRAMMING, INTERFACING AND TESTING OF SYSTEMS INTEGRATION OF CONTROLLED HARDWARE IS THE RESPONSIBILITY OF THE SECURITY CONTRACTOR. c. PULLING, INSTALLING, DRESSING, TERMINATING AND CONNECTING WIRING TO THE ELECTRIFIED LOCKS AND HARDWARE IS THE RESPONSIBILITY OF THE SECURITY CONTRACTOR. D.SECURITY CONTRACTOR SHALL COORDINATE WITH DIVISION 16 ELECTRICAL CONTRACTOR FOR 120VAC POWER AND INTERFACE OF CONTROLLED HARDWARE WITH THE FIRE ALARM CONTROL PANEL (FACP). E.ALL ELECTRIFIED LOCKS AND HARDWARE USED IN CONJUNCTION WITH CARD READER ACCESS DOORS SHALL BE “FAIL SECURE” UNLESS OTHERWISE NOTED OR REQUIRED BY LAW TO BE “FAIL SAFE”. E.ALARM CONTACTS 1. SECURITY CONTRACTOR TO PROVIDE AND INSTALL GE SENTROL 1076C(D) CONCEALED ALARM CONTACT IN DOOR FRAMES AND CONCEALED MAGNETS IN DOOR LEAFS AT LOCATIONS SHOWN ON THE DRAWINGS INCLUDING ALL DOORS WITH CARD READERS OR EXIT ALARMS. a. CONTACT SHALL CONSIST OF 2 SPDT CONTACTS IN ONE SWITCH. b. CONTACT SHALL HAVE AN ALARM GAP DISTANCE OF NO MORE THAN 1/2 INCH. c. DOOR CONTACTS SHALL BE WIRED NORMALLY CLOSED WITH A 5-STATE SUPERVISION 1K/2K RESISTOR INSTALLED AT THE END-OF-LINE DEVICE. d. CONTACT COLOR SHALL BE PROVIDED TO BEST MATCH DOOR FRAME FINISH. e. CONTACT SHALL NOT BE LARGER THAN 3/4 INCH. f. PAIRS OF DOORS SHALL HAVE ALARM CONTACTS ON EACH DOOR LEAF AND THE ALARM CONTACTS WILL BE WIRED IN A SERIES CIRCUIT. 2. SECURITY CONTRACTOR TO PROVIDE AND INSTALL GE SENTROL 2505A SURFACE-MOUNTED ALARM CONTACT WITH 1092-A ROLL-UP DOOR MOUNTING BRACKET FOR ROLL-UP DOORS AT LOCATIONS SHOWN ON THE DRAWINGS. a. THE CONTACT SHALL HAVE AN ALARM GAP DISTANCE OF NO MORE THAN 2 INCHES. b. DOOR CONTACTS SHALL BE WIRED NORMALLY CLOSED WITH A 5-STATE SUPERVISION 1K/2K RESISTOR INSTALLED AT THE END-OF-LINE DEVICE. c. CONTACT AND MAGNETS SHALL BE IN BRUSHED ANODIZED ALUMINUM TUBE HOUSING AND BE SEALED WITH POLYURETHANE POTTING COMPOUND. d. CONTACT SHALL HAVE 3 FEET OF PERMANENTLY ATTACHED FLEX STAINLESS STEEL CONDUIT. 2.2 WIRE AND CABLE A. WIRE AND CABLE SPECIFICATIONS 1. SECURITY CONTRACTOR SHALL FOLLOW THE MANUFACTURERS' RECOMMENDATION FOR CABLING OR THE MINIMUM REQUIREMENTS OF THE SPECIFICATIONS AND DRAWINGS, WHICHEVER PROVIDES FOR THE MOST STRINGENT REQUIREMENTS. 2. WIRE AND CABLE SIZES, NUMBER OF CONDUCTORS, SHIELDING, OR OTHER DATA LISTED IN THIS SPECIFICATION OR SHOWN ON DRAWINGS ARE A GUIDE TO THE CORRECT PRODUCT REQUIRED TO ACHIEVE A WORKING SYSTEM AND REPRESENT THE MINIMUM ACCEPTABLE EQUIPMENT. 3. CABLES ARE TO BE SHIELDED AS NECESSARY TO PRECLUDE ANY OUTSIDE NOISE OR INTERFERENCE FROM ENTERING THE CABLE AND DEGRADING SYSTEM PERFORMANCE. ALL CABLES SHALL BE U.L. LISTED, AND APPROPRIATE FOR THE APPLICATION. 4. USE PROPER GROUNDING PRACTICES TO ELIMINATE SHORTS, GROUND FAULTS, GROUND LOOPS, RF INTERFERENCE, VOLTAGE FLUCTUATIONS, FOREIGN VOLTAGES AND OPEN CIRCUITS. 5. COORDINATE WITH THE OWNER’S IT DEPARTMENT FOR TELEPHONE LINE REQUIREMENTS AND LOCATION FOR OFF-SITE MONITORING. PROVIDE RJ31X PHONE JACKS FOR TELEPHONE SYSTEM CONNECTIONS. 6. CABLES RUN UNDERGROUND, UNDER SLAB, OR IN SLAB SHALL BE INSTALLED IN CONDUIT AND RATED FOR DIRECT-BURIAL APPLICATION. CABLES ABOVE HARD CEILING OR INACCESSIBLE AREAS SHALL BE INSTALLED IN CONDUIT. STUB UP CONDUITS FROM WITHIN WALLS INTO ACCESSIBLE SPACES. 7. ALL CABLES RUN IN ENVIRONMENTAL AIR HANDLING SPACES SHALL BE PLENUM RATED. PROVIDE PROPER J-HOOKS FOR CABLES NOT RUN IN CONDUIT. CABLES NOT REQUIRED TO BE IN CONDUIT SHALL BE RUN ALONG BUT NOT IN TEL/DATA CABLE TRAYS. 8. ALL CABLE SHALL BE RUN IN UNBROKEN LENGTHS OF 1000 FEET OR LESS. NO COAXIAL OR POWER CABLES LESS THAN 1000 FEET SHALL BE SPLICED. WHEN CABLE CANNOT BE RUN IN UNBROKEN LENGTHS DUE TO CABLE SPOOL LIMITATIONS, SPLICES SHALL BE MADE IN JUNCTION BOXES WITH TERMINAL BLOCKS OR TERMINAL STRIPS AND FORK SPADE LUGS. ALL SPLICES AND JUNCTION BOXES SHALL BE CLEARLY MARKED ON THE “AS-BUILT” RECORD DRAWINGS. 9. ALL WIRE TO WIRE SPLICES NOT UTILIZING TERMINAL BLOCKS OR TERMINAL STRIPS SHALL BE DONE WITH ELECTRICAL TAPE. WIRES SHALL BE INDIVIDUALLY TAPED, THEN NEATLY TAPED TOGETHER TO FORM THE NARROWEST SPLICE POSSIBLE FOR EASE OF INSTALLATION AND REMOVAL, AS WELL AS OVERALL PROTECTION OF THE SPLICE. THE USE OF ALL CRIMP TYPE AND SCREW TYPE CONNECTORS I.E. BEANS, TOP HATS, BUTT CONNECTORS, SNAP CAPS, WIRE NUTS, AND THE “TWIST AND TAPE” METHOD ARE PROHIBITED. 10. ALL END-OF-LINE SUPERVISION RESISTORS SHALL BE INSTALLED AT THE INDIVIDUAL PROTECTION DEVICES, AND NOT IN THE CONTROL PANELS. 11. ALL 24VAC POWER CABLING SHALL BE OF STRANDED CONSTRUCTION. FOR CONNECTIONS REQUIRING PRESSURE CAPTIVE CONNECTION, WIRE SHALL BE SOLDER TINNED PRIOR TO INSERTION INTO PRESSURE CONNECTORS. 12. WIRING SHALL BE GROUPED AND HARNESSED TO FACILITATE ACCESS TO ALL EQUIPMENT, AS WELL AS MAINTENANCE AND REPLACEMENT OF EQUIPMENT. 13. ALL CABLE SHALL BE LABELED AT ORIGIN AND TERMINATION, REFERENCING TO A MASTER LEGEND SCHEDULE AS SHOWN ON “AS- BUILT” RECORD DRAWINGS. LABELING AND ANY SPLICE LOCATIONS SHALL BE NOTED ON “AS-BUILT” RECORD DRAWINGS. ALL LABELS SHALL BE DONE USING MACHINE GENERATED CABLE TAGS IN THE “FLAGGED” POSITION. HAND WRITTEN LABELS ARE NOT ACCEPTABLE 14. CABLING SHALL BE SIZED AND INSTALLED ACCORDING TO CALIFORNIA ELECTRIC CODE REQUIREMENTS. 15. ANY CABLING OR RACEWAY EXPOSED TO WEATHER SHALL BE RATED F OR THAT USE. 16.STUB UP CONDUITS FROM OUTLETS INTO ACCESSIBLE SPACES. CABLES SHALL BE RUN WITH BUT NOT IN THE TEL/DATA CABLE TRAY. MIXING OF SECURITY LOW VOLTAGE CABLES WITH TEL/DATA CABLES WILL NOT BE PERMITTED. UTILIZE APPROVED CLIPS OR MOUNTING TO SECURELY MOUNT SECURITY CABLE TO THE RACK FRAMEWORK OR HANGERS. 17.CABLE NOT RUN WITH THE CABLE TRAY SHALL BE RUN ALONG THE WALL USING J-HOOK HANGERS. HANGERS SHALL BE SUFFICIENT TO PROPERLY SUPPORT CABLE. 18.CABLING SHALL BE WEST PENN, BELDEN, WINDY CITY WIRE OR APPROVED EQUAL. 19.ALL FINAL LABELING SHALL BE WITH MACHINE-GENERATED PRINTED LABELS, SPECIFICALLY MADE FOR CABLE LABELING. NO HANDWRITTEN LABELS WILL BE ACCEPTED. ALL WIRING INCLUDING POWER CORDS AND FEEDS, NETWORK CONNECTIONS, AND SYSTEM CABLING SHALL BE FITTED WITH A MACHINE GENERATED LABEL IDENTIFYING THE DEVICE OR POINT SERVED. THE ID MARKER FOR EACH LABEL SHALL HAVE THE DEVICE NUMBER AND NAME. 20.EACH ENCLOSURE SHALL HAVE A SECURITY AS-BUILT DRAWING WITH POINT LIST AND NAMING / NUMBERING TO MATCH THE MACHINE GENERATED LABELING ON CABLES TERMINATED TO THE PANELS AND POWER SUPPLIES. PART 3 - EXECUTION 3.1 REQUIREMENTS A. SYSTEMS SHALL BE COMPLETE AND OPERATIONAL IN ALL RESPECTS. B.SECURITY CONTRACTOR SHALL FURNISH AND INSTALL ALL EQUIPMENT FOR ALL BUILDING SECURITY SYSTEMS. C.WIRING AND CONDUIT SHOWN ON DRAWINGS REPRESENTS A MINIMUM REQUIREMENT. SECURITY CONTRACTOR SHALL FURNISH AND INSTALL ALL WIRING RECOMMENDED BY SUBMITTED SYSTEM MANUFACTURERS FOR OPTIMUM SYSTEM PERFORMANCE AT NO INCREASE IN CONTRACT PRICE. D.ALL WALL, FLOOR, AND CEILING PENETRATIONS, REGARDLESS OF THE FIRE RATING OF THE PARTITION, MUST BE PROPERLY SLEEVED WITH CONDUIT AND PROPERLY SEALED USING APPROVED FIRE STOPPING MATERIALS AND SEALANTS. E.CONNECT POWER TO SECURITY SYSTEMS AS REQUIRED AND COORDINATE WITH THE DIVISION 16 ELECTRICAL CONTRACTOR. F.ALL SECURITY EQUIPMENT, JUNCTION BOXES, AND TERMINAL CANS INSTALLED IN PUBLIC ACCESSIBLE AREAS SHALL BE INSTALLED UTILIZING TAMPER PROOF MOUNTING HARDWARE. PROVIDE A MINIMUM OF TWO DRIVER BITS OR HAND TOOLS TO THE OWNER’S REPRESENTATIVE FOR EACH TYPE AND SIZE OF SECURITY FASTENER PROVIDED. G.PROVIDE SEISMIC RESTRAINT FOR ALL EQUIPMENT, INCLUDING EQUIPMENT RACKS AND CONSOLES. H.SECURITY CONTRACTOR SHALL PROVIDE THE OWNER WITH A MINIMUM OF FOUR COMPLETE SETS OF KEYS FOR ALL EQUIPMENT INSTALLED IN THIS PROJECT PRIOR TO THE CLOSE OF THE PROJECT. ALL KEYS RELATING TO THE SECURITY SYSTEMS SHALL BE KEPT SEPARATE FROM THE BUILDING SYSTEMS AND DELIVERED TO THE OWNER’S REPRESENTATIVE. 3.2 RECORD DRAWINGS A. MAINTAIN A COMPLETE SET OF “AS-BUILT” RECORD DRAWINGS UPDATED WITH MARK-UPS INSERTED AS THE WORK IS PERFORMED. AS WORK IS INSTALLED CAREFULLY MARK ON “AS-BUILT” RECORD DRAWINGS IN COLORED PENCIL THE CORRECT LOCATION OF ALL WORK INCLUDING DEPTH OF UNDERGROUND RUNS AND CONCEALED WORK WITH THEIR DIMENSIONS FROM CLEARLY IDENTIFIED POINTS ON PERMANENT BUILDINGS, FIXTURES, WALLS, OR WALKS. WIRING DIAGRAMS, RISERS AND DETAILS SHALL BE INCLUDED. B.UPON COMPLETION OF THE PROJECT TRANSFER HAND-DRAWN INFORMATION TO CAD DRAWINGS THEN COPY UPDATED CAD DRAWINGS ONTO COMPACT DISC AND SUBMIT TO THE OWNER, ARCHITECT AND SECURITY CONSULTANT. NO HAND-DRAWN “AS-BUILT” RECORD DRAWINGS WILL BE ACCEPTED. C.“AS-BUILT” RECORD DRAWINGS SHALL BE PROVIDED IN FOUR PLOTTED SETS AS WELL AS ONE SET OF CAD DRAWINGS ON COMPACT DISC TO THE OWNER, ARCHITECT AND SECURITY CONSULTANT. ONE ADDITIONAL COMPLETE HALF-SIZE PLOTTED SET SHALL REMAIN ON THE PROJECT SITE IN FOLDERS SECURED INSIDE THE ELECTRONIC RACKS. 3.3 TESTS AND REPORTS A. PERFORM SYSTEMS TESTS USING PERSONNEL WHO HAVE ATTENDED A MANUFACTURER'S TRAINING SCHOOL FOR INSTALLATION AND TESTING OF THE SYSTEMS AS DESCRIBED ABOVE. PERFORM TESTING WITH THE TEST INSTRUMENTS AS REQUIRED BY THE MANUFACTURER; TESTING BY MEANS OTHER THAN THE MANUFACTURER'S PROCEDURES WILL NOT BE ACCEPTABLE UNLESS AGREED TO BY THE OWNER, ARCHITECT, SECURITY CONSULTANT AND MANUFACTURER. B.THE SECURITY CONTRACTOR SHALL TEST THE FOLLOWING SYSTEM AND DOCUMENT THESE TESTS FOR THE OWNER, ARCHITECT AND SECURITY CONSULTANT PRIOR TO FINAL COMMISSIONING; 1. CARD READERS a. THE CARD READER LED IS RED WHEN THE DOOR IS SECURE. b. THE CARD READER LED IS SOLID GREEN WHEN THE DOOR IS PLACED IN AN UNLOCKED MODE. c. THE CARD READER BEEPS AND THE LED FLASHES GREEN AND WHEN A VALID CARD IS PRESENTED. d. THE CARD READER WILL READ THE ACCESS CARDS AS SPECIFIED FOR THIS PROJECT WHEN PRESENTED TO THE READER AT THE RANGE AS SPECIFIED BY THE MANUFACTURER. e. THE CARD READER PRODUCES AN OFFLINE SIGNAL ON THE SYSTEM WHEN POWER OR COMMUNICATION TO THE READER IS LOST. f. THE CARD READER WILL PRODUCE ALARMS FROM DENIED ACCESS AND EXPIRED CARDS ON THE SYSTEM. 2. DOOR ALARM CONTACT a. THE CONTACT IS FREE FROM FAULTS AND TROUBLE CONDITIONS. b. THE CONTACT PRODUCES A DOOR FORCED OPEN ALARM ON THE SYSTEM WHEN THE DOOR IS OPENED WITHOUT A VALID CARD READ OR WITH A KEY. c. THE CONTACT PRODUCES A DOOR HELD OPEN ALARM ON THE SYSTEM 15 SECONDS FOR PERIMETER DOORS AND 30 SECONDS FOR INTERIOR DOORS AFTER THE DOOR IS OPENED. 3. REQUEST-TO-EXIT a. THE REQUEST-TO-EXIT IS FREE FROM FAULTS AND TROUBLE CONDITIONS. b. THE REQUEST-TO-EXIT SHUNTS THE DOOR ALARM CONTACT UPON ACTIVATION FROM A USER EXITING THE ROOM. c. THE REQUEST-TO-EXIT BEEPS WHEN A HELD OR FORCED OPEN ALARM IS CREATED ON THE CORRESPONDING DOOR. 4. ELECTRIFIED HARDWARE a. THE ELECTRIFIED HARDWARE UNLOCKS WHEN A VALID CARD IS PRESENTED TO THE CORRESPONDING READER. b. THE ELECTRIFIED HARDWARE UNLOCKS WHEN AN UNLOCK COMMAND IS SENT FROM THE SYSTEM. c. THE ELECTRIFIED HARDWARE STAYS UNLOCKED FOR A MAXIMUM OF 10 SECONDS ON PERIMETER DOORS AND 20 SECONDS ON INTERIOR DOORS AFTER A VALID CARD IS PRESENTED. FAILURE TO OPEN THE DOOR WITHIN THE STATED TIME WILL RESULT IN RELOCKING OF THE DOOR. d. THE ELECTRIFIED HARDWARE RE-LOCKS AFTER A VALID CARD IS PRESENTED AND THE DOOR IS OPENED. 5. ALARM CONTACTS a. THE ALARM CONTACT IS FREE FROM FAULTS AND TROUBLE CONDITIONS. B.THE ALARM CONTACT GENERATES AND ALARM ON THE SYSTEM WHEN THE ASSOCIATED DOOR IS OPENED WITHIN THE SPECIFIED GAP DISTANCE. C.THE ALARM CONTACT GENERATES A RESET OR CLEAR ALARM ON THE SYSTEM WHEN THE DOOR IS CLOSED AND LATCHED. D.THE ALARM CONTACT DOES NOT PRODUCE ALARMS ON THE SYSTEM WHEN THE DOOR IS SHUT AND MOVED BACK AND FORTH INSIDE THE FRAME. C.UPON COMPLETION OF THE INSTALLATION OF THE SECURITY SYSTEMS SECURITY CONTRACTOR SHALL SUBMIT WRITTEN REPORTS INCLUDING BUT NOT LIMITED TO THE FOLLOWING INFORMATION: 1. A COMPLETE LIST OF ALL EQUIPMENT INSTALLED INCLUDING SERIAL NUMBERS OF MAJOR COMPONENTS. 2. CERTIFICATION THAT ALL EQUIPMENT IS PROPERLY INSTALLED, PROGRAMMED, FUNCTIONAL, 100 PERCENT OPERATIONAL AND CONFORMS TO SPECIFICATIONS AND DRAWINGS. 3. TEST REPORTS OF ALL ZONES, DEVICES, AND EQUIPMENT. 4. TEST TECHNICIAN'S NAME, COMPANY AND DATE OF TEST. END OF SECTION SECTION 10 2600 - WALL PROTECTION PART 1 - GENERAL 1.1 SUMMARY: A. WORK OF THIS SECTION INCLUDES: 1. CORNER GUARDS B. RELATED WORK SPECIFIED ELSEWHERE: GYPSUM BOARD. 1.2 REFERENCES: A. ASTM INTERNATIONAL (ASTM) B. INTERNATIONAL BUILDING CODE (IBC) C. NATIONAL FIRE PROTECTION ASSOCIATION (NFPA); LIFE SAFETY CODE. D. UNDERWRITERS LABORATORIES (UL). 1.3 ACTION SUBMITTALS: A. PRODUCT DATA: SUBMIT PRODUCT DATA AND DETAILED SPECIFICATIONS FOR EACH SYSTEM COMPONENT AND INSTALLATION ACCESSORY REQUIRED, INCLUDING INSTALLATION METHODS FOR EACH TYPE OF SUBSTRATE. B. SHOP DRAWINGS: SUBMIT SHOP DRAWINGS SHOWING LOCATIONS, EXTENT AND INSTALLATION DETAILS OF WALL PROTECTION. SHOW METHODS OF ATTACHMENT TO ADJOINING CONSTRUCTION. C. SAMPLES: SAMPLES FOR VERIFICATION PURPOSES: SUBMIT 6" LONG SAMPLE OF EACH MODEL SPECIFIED AND AS PROPOSED FOR THIS WORK, FOR VERIFICATION OF GUARD. 1.4 INFORMATIONAL SUBMITTALS: A. SUBMIT PRODUCT TEST REPORTS FROM A QUALIFIED INDEPENDENT TESTING LABORATORY SHOWING COMPLIANCE OF EACH COMPONENT WITH REQUIREMENTS INDICATED. 1.5 CLOSEOUT SUBMITTALS: A. SUBMIT MAINTENANCE DATA FOR WALL PROTECTION SYSTEM COMPONENTS FOR INCLUSION IN OPERATING AND MAINTENANCE MANUALS SPECIFIED IN DIVISION 01. 1.6 QUALITY ASSURANCE: A. INSTALLER QUALIFICATIONS: ENGAGE AN INSTALLER WHO HAS NO LESS THAN 3 YEARS EXPERIENCE IN INSTALLATION OF SYSTEMS SIMILAR IN COMPLEXITY TO THOSE REQUIRED FOR THIS PROJECT. B. MANUFACTURER'S QUALIFICATIONS: NOT LESS THAN 5 YEARS EXPERIENCE IN THE PRODUCTION OF SPECIFIED PRODUCTS AND A RECORD OF SUCCESSFUL IN-SERVICE PREFORMANCE. C. CODE COMPLIANCE: ASSEMBLIES SHALL CONFORM TO APPLICABLE CODES INCLUDING IBC, AND LIFE SAFETY. D. FIRE PERFORMANCE CHARACTERISTICS: PROVIDE WALL PROTECTION SYSTEM COMPONENTS WITH UL LABEL INDICATING THAT THEY ARE IDENTICAL TO THOSE TESTED IN ACCORD WITH ASTM E84-12A FOR CLASS 1 CHARACTERISTICS LISTED BELOW" 1. FLAME SPREAD: 25 OR LESS 2. SMOKE DEVELOPED: 450 OR LESS. E. IMPACT STRENGTH: PROVIDE ASSEMBLED WALL PROTECTION UNITS THAT HAVE BEEN TESTED IN ACCORD WITH THE APPLICABLE PROVISIONS OF ASTM F476-84(2002) F. CHEMICAL AND STAIN RESISTANCE: PROVIDE WALL PROTECTION SYSTEM COMPONENTS WITH CHEMICAL AND STAIN RESISTANCE IN ACCORDANCE WITH ASTM D1308-02(2007). G. COLOR MATCH: PROVIDE WALL PROTECTION COMPONENTS THAT ARE COLOR MATCHED IN ACCORDANCE WITH THE FOLLOWING: 1. DELTA ECMC OF NO GREATER THAN 1.0 USING CIELAB COLOR SPACE. H. SINGLE SOURCE RESPONSIBILITY: PROVIDE ALL COMPONENTS OF THE WALL PROTECTION SYSTEM MANUFACTURED BY THE SAME COMPANY TO ENSURE COMPATIBILITY OF COLOR, TEXTURE AND PHYSICAL PROPERTIES. 1.7 DELIVERY, STORAGE AND HANDLING: A. DELIVER MATERIALS TO THE PROJECT SITE IN UNOPENED ORIGINAL FACTORY PACKAGING CLEARLY LABELED TO SHOW MANUFACTURER. B. STORE MATERIALS IN ORIGINAL, UNDAMAGED PACKAGING IN A COOL, DRY PLACE OUT OF DIRECT SUNLIGHT AND EXPOSURE TO THE ELEMENTS. MAINTAIN A MINIMUM ROOM TEMPERATURE OF 40 DEGREES F. AND A MAXIMUM TEMPERATURE OF 100 DEGREES F. C. STORE MATERIAL FLAT. 1.8 PROJECT CONDITIONS: A. ACCLIMATE MATERIALS IN AN ENVIRONMENT OF 65 DEGREES TO 75 DEGREES FOR AT LEAST 24 HOURS PRIOR TO BEGINNING INSTALLATION. B. INSTALLATION AREAS SHALL BE ENCLOSED AND WEATHERPROOFED BEFORE INSTALLATION COMMENCES. PART 2 - PRODUCTS 2.2 CORNER GUARD: A. SURFACE-MOUNTED, STAINLESS STEEL CORNER GUARDS : MANUFACTURER'S STANDARD TYPE 304. NO. 4 FINISH, SMOOTH, STAINLESS STEEL FINISH, ADHESIVE ATTACHED, WITH 90- DEGREE TURN TO MATCH WALL CONDITION. 1. ACCEPTABLE MANUFACTURERS: A. SEE FINISH LIST FOR SPECIFIED PRODUCT 2.3 MATERIALS: A. STAINLESS STEEL: CORNER GUARDS SHALL BE MANUFACTURED FROM TYPE 304 (MEETS NSF STANDARD 51), 16 GAUGE. B. ADHESIVE: AS RECOMMENDED BY PROTECTION PRODUCT MANUFACTURER. PART 3 - EXECUTION 3.1 EXAMINATION: A. EXAMINE SUBSTRATES AND WALL AREAS, WITH INSTALLER PRESENT, FOR COMPLIANCE WITH REQUIREMENTS FOR INSTALLATION TOLERANCES AND OTHER CONDITIONS AFFECTING PERFORMANCE OF WORK. B. PROCEED WITH INSTALLATION ONLY AFTER UNSATISFACTORY CONDITIONS HAVE BEEN CORRECTED. 3.2 PREPARATION: A. COMPLETE FINISHING OPERATIONS, INCLUDING PAINTING , BEFORE INSTALLING IMPACT-RESISTANT WALL PROTECTION SYSTEM COMPONENTS. B. BEFORE INSTALLATION, CLEAN SUBSTRATE TO REMOVE DUST, DEBRIS, AND LOOSE PARTICLES. 3.3 INSTALLATION: A. GENERAL: INSTALL IMPACT-RESISTANCE HANDRAILS UNITS LEVEL, PLUMB, AND TRUE TO LINE WITHOUT DISTORTIONS. DO NOT USE MATERIALS WITH CHIPS, CRACKS, VOIDS, STAINS, OR OTHER DEFECTS THAT MIGHT BE VISIBLE IN THE FINISHED WORK. 3.4 CLEANING: A. IMMEDIATELY AFTER COMPLETION OF INSTALLATION, CLEAN PLSTIC COVERS AND ACCESSORIES USING A STANDARD, AMMONIA-BASED, HOUSEHOLD CLEANING AGENT. B. REMOVE EXCESS ADHESIVE USING METHODS AND MATERIALS RECOMMENDED IN MANUFACTURER'S PRODUCT DATA. END OF SECTION SECTION 10 2310 - GLAZED INTERIOR WALL AND DOOR ASSEMBLIES PART 1 - GENERAL 1. SECTION INCLUDES A. FRAMED GLAZED INTERIOR WALL AND DOOR ASSEMBLIES. 2. REFERENCE STANDARDS A. AAMA 611 - VOLUNTARY SPECIFICATION FOR ANODIZED ARCHITECTURAL ALUMINUM; 2012. B. ASTM B221 - STANDARD SPECIFICATION FOR ALUMINUM AND ALUMINUM- ALLOY EXTRUDED BARS, RODS, WIRE, PROFILES, AND TUBES; 2013. C. ASTM B221M - STANDARD SPECIFICATION FOR ALUMINUM AND ALUMINUM- ALLOY EXTRUDED BARS, RODS, WIRE, PROFILES, AND TUBES [METRIC]; 2013. D. ASTM C920 - STANDARD SPECIFICATION FOR ELASTOMERIC JOINT SEALANTS; 2014. E. ASTM C1036 - STANDARD SPECIFICATION FOR FLAT GLASS; 2011E1. F. ASTM C1048 - STANDARD SPECIFICATION FOR HEAT-STRENGTHENED AND FULLY TEMPERED FLAT GLASS; 2012. G. WDMA I.S.1-A - ARCHITECTURAL WOOD FLUSH DOORS; WINDOW AND DOOR MANUFACTURERS ASSOCIATION; 2011. 3. ADMINISTRATIVE REQUIREMENTS A. PRE-INSTALLATION MEETING: CONVENE AT PROJECT SITE SEVEN CALENDAR DAYS PRIOR TO SCHEDULED BEGINNING OF CONSTRUCTION ACTIVITIES OF THIS SECTION TO REVIEW SECTION REQUIREMENTS. 1. REQUIRE ATTENDANCE BY REPRESENTATIVES OF INSTALLER, OTHER ENTITIES DIRECTLY AFFECTING, OR AFFECTED BY, CONSTRUCTION ACTIVITIES OF THIS SECTION. 2. NOTIFY ARCHITECT FOUR CALENDAR DAYS IN ADVANCE OF SCHEDULED MEETING DATE. 4. SUBMITTALS A. PRODUCT DATA: MANUFACTURER'S DESCRIPTIVE LITERATURE FOR EACH COMPONENT IN PARTITION ASSEMBLY. B. SHOP DRAWINGS: DRAWINGS SHOWING LAYOUT, DIMENSIONS, IDENTIFICATION OF COMPONENTS, AND INTERFACE WITH ADJACENT CONSTRUCTION. 1. INCLUDE FIELD MEASUREMENTS OF OPENINGS. 2. INCLUDE ELEVATIONS SHOWING: a. LOCATIONS AND IDENTIFICATION OF MANUFACTURER- SUPPLIED DOOR HARDWARE AND FITTINGS. b. LOCATIONS AND SIZES OF CUT-OUTS AND DRILLED HOLES FOR OTHER DOOR HARDWARE. 3. INCLUDE DETAILS SHOWING: a. REQUIREMENTS FOR SUPPORT AND BRACING OF OVERHEAD TRACK. b. INSTALLATION DETAILS. c. APPEARANCE OF MANUFACTURER-SUPPLIED DOOR HARDWARE AND FITTINGS. C. CERTIFICATES: CONTRACTOR TO CERTIFY THAT INSTALLER OF PARTITION ASSEMBLIES MEETS SPECIFIED QUALIFICATIONS. D. OPERATION AND MAINTENANCE DATA: FOR MANUFACTURER-SUPPLIED OPERATING HARDWARE. E.WARRANTY DOCUMENTATION: SUBMIT MANUFACTURER WARRANTY AND ENSURE THAT FORMS HAVE BEEN COMPLETED IN OWNER'S NAME AND REGISTERED WITH MANUFACTURER. F.SPECIMEN WARRANTY. G.MANUFACTURER'S INSTALLATION INSTRUCTIONS: INCLUDE COMPLETE PREPARATION, INSTALLATION, AND CLEANING REQUIREMENTS. 1. QUALITY ASSURANCE A. FABRICATOR QUALIFICATIONS: MINIMUM THREE YEARS OF EXPERIENCE DESIGNING, ASSEMBLING, AND INSTALLING PARTITION ASSEMBLIES SIMILAR TO THOSE SPECIFIED IN THIS SECTION. 2. DELIVERY, STORAGE, AND HANDLING A. STORE PRODUCTS IN MANUFACTURER'S UNOPENED PACKAGING UNTIL INSTALLATION. 3. WARRANTY A. CORRECT DEFECTIVE WORK WITHIN A ONE YEAR PERIOD AFTER DATE OF SUBSTANTIAL COMPLETION. B. PROVIDE FIVE YEAR MANUFACTURER WARRANTY AGAINST EXCESSIVE DEGRADATION OF METAL FINISHES. INCLUDE PROVISION FOR REPLACEMENT OF UNITS WITH EXCESSIVE FADING, CHALKING, OR FLAKING. PART 2 PRODUCTS 2.1 MANUFACTURERS A. FRAMED GLAZED INTERIOR WALL AND DOOR ASSEMBLIES: 1. C.R. LAURENCE CO., INC; CRL 487 SERIES FRAMED GLASS WALL OFFICE SYSTEM: WWW.CRL-ARCH.COM. 2. APPROVED EQUAL 1. FRAMED GLAZED INTERIOR WALL AND DOOR ASSEMBLIES A. FRAMED GLAZED INTERIOR WALL ASSEMBLY: FACTORY FABRICATED ASSEMBLIES CONSISTING OF CENTER -GLAZED RECTILINEAR ALUMINUM FRAMING WITH SCREW SPLINE OR CLIP JOINERY. 1. CONFIGURATION: AS INDICATED ON DRAWINGS. 2. PROFILE WIDTH: 1-1/2 INCH (38 MM). 3. PROFILE DEPTH: 5-11/16 INCH (144 MM) OVERALL. 4. PROFILE FACE TRIM: 1-1/2 INCH (38 MM) WIDE BY 3/8 INCH (9.5 MM) DEEP, SNAP IN PLACE. 5. WALL CONSTRUCTION WIDTH, THROAT SIZE: 4-7/8 INCH (124 MM) MAXIMUM WALL, CONSISTING OF METAL STUDS. 6. FRAME FINISH: CLASS I NATURAL ANODIZED. 7. PROVIDE WOOD BLOCKING AT SILL OF GLAZING FRAME TO MATCH HEIGHT OF FLOOR FINISH. 8. EXPOSED FASTENERS: ALUMINUM. 9. PERIMETER ANCHORS: STEEL, PROPERLY SEPARATED FROM ALUMINUM FRAMING. 10. COORDINATE WALL AND DOOR ASSEMBLY PREPARATION AND PROVIDE HARDWARE AS NECESSARY FOR FULLY OPERABLE INSTALLATION. 11. DESIGN SYSTEM TO WITHSTAND NORMAL OPERATION WITHOUT DAMAGE, RACKING, SAGGING, OR DEFLECTION. 12. FACTORY ASSEMBLED TO GREATEST EXTENT PRACTICAL; MAY BE DISASSEMBLED TO ACCOMMODATE SHIPPING CONSTRAINTS. B. PIVOTING GLASS DOORS: DRY GLAZED PATCH FITTINGS. 1. DOOR CONFIGURATION: AS INDICATED ON DRAWINGS. 2. HEIGHT: 2 INCH (51 MM). 3. LENGTH: 6-7/16 INCH (164 MM). 1. CLADDING FINISH: SATIN ANODIZED. 2. GLASS THICKNESS: 1/2 INCH (12.7 MM), TEMPERED. 3. DOOR HARDWARE: LOCKING LADDER PULLS, BRUSHED STAINLESS STEEL TUBING. 4. PROVIDE ACCESSORIES AS REQUIRED FOR COMPLETE INSTALLATION. 5. BASIS OF DESIGN: C.R. LAURENCE CO., INC; CRL COMMERCIAL PATCH HARDWARE, CATALOG NO. PH20AA (TOP), PH10CA (BOTTOM): WWW.CRL-ARCH.COM. C.PIVOTING GLASS DOORS: FULL LENGTH DRY GLAZED RAIL FITTINGS. 1. DOOR CONFIGURATION: AS INDICATED ON DRAWINGS. 2.FULL LENGTH TOP AND BOTTOM RAILS: 2-5/16 INCH (59 MM) HIGH BY 1-1/2 INCH (38 MM) DEEP WITH END CAPS. 3.GLASS THICKNESS: 1/2 INCH (12.7 MM), TEMPERED. 4.SIDELITE RAILS: MATCH DOOR RAIL SIGHTLINES AND FINISH. 5.ALUMINUM FINISH: SATIN ANODIZED. 6.DOOR HARDWARE: REFER TO SECTION 08 7100. 7.PROVIDE ACCESSORIES AS REQUIRED FOR COMPLETE INSTALLATION. 8.BASIS OF DESIGN: C.R. LAURENCE CO., INC; CRL WEDGE-LOCK LOW PROFILE DOOR RAIL SYSTEM: WWW.CRL-ARCH.COM. D.OTHER MANUFACTURERS: PROVIDE EITHER THE PRODUCT IDENTIFIED AS "BASIS OF DESIGN" OR AN EQUIVALENT PRODUCT OF ANOTHER MANUFACTURER. 2.03 FITTINGS AND HARDWARE A. OPERABLE PANEL HARDWARE: COORDINATE WITH ADDITIONAL REQUIREMENTS AS SPECIFIED IN SECTION 08 7100. 2.04 MATERIALS A.GLASS: FLAT GLASS MEETING REQUIREMENTS OF ASTM C1036, TYPE I - TRANSPARENT FLAT GLASS, QUALITY Q3, FULLY TEMPERED IN ACCORDANCE WITH ASTM C1048, KIND FT, AND AS FOLLOWS: 1.THICKNESS: AS INDICATED. 2.COLOR: AS INDICATED ON DRAWINGS. 3.GLAZING STOPS: SQUARE EDGE, WITH RUBBER GLAZING GASKETS. 4.GLAZING GASKETS: PROVIDE FLEXIBLE VINYL FOR NON-FIRE RATED AND ELASTOMERIC SILICONE FOR FIRE RATED FRAMES. 5.PREPARE GLAZING PANELS FOR INDICATED FITTINGS AND HARDWARE BEFORE TEMPERING. 6.POLISH EDGES THAT WILL BE EXPOSED IN FINISHED WORK TO BRIGHT FLAT POLISH. 7.TEMPER GLASS MATERIALS HORIZONTALLY; VISIBLE TONG MARKS OR TONG MARK DISTORTIONS ARE NOT PERMITTED. B.ALUMINUM COMPONENTS: CONFORMING TO ASTM B221 (ASTM B221M), ALLOY 6063, T5 TEMPER. C.SEALANT: ONE-PART SILICONE SEALANT, CONFORMING TO ASTM C920, CLEAR. 2.05 FINISHES A.CLASS I NATURAL ANODIZED FINISH: AAMA 611 AA-M12C22A41 CLEAR ANODIC COATING NOT LESS THAN 0.7 MILS (0.018 MM) THICK. PART 3 EXECUTION 3.1 EXAMINATION A. VERIFY THAT FIELD MEASUREMENTS ARE AS INDICATED. B. VERIFY THAT TRACK SUPPORTS ARE PROPERLY BRACED, LEVEL WITHIN 1/4 INCH (6 MM) OF REQUIRED POSITION AND PARALLEL TO THE FLOOR SURFACE. C. VERIFY FLOOR FLATNESS OF 1/8 INCH IN 10 FEET (3 MM IN 3 M), NON- CUMULATIVE. D. DO NOT BEGIN INSTALLATION UNTIL SUPPORTS AND ADJACENT SUBSTRATES HAVE BEEN PROPERLY PREPARED. E. IF SUBSTRATE PREPARATION IS THE RESPONSIBILITY OF ANOTHER INSTALLER, NOTIFY ARCHITECT OF UNSATISFACTORY PREPARATION BEFORE PROCEEDING. 1. PREPARATION A. CLEAN SUBSTRATES THOROUGHLY PRIOR TO INSTALLATION. B. PREPARE SUBSTRATES USING THE METHODS RECOMMENDED BY THE MANUFACTURER FOR ACHIEVING ACCEPTABLE RESULT FOR THE SUBSTRATE UNDER THE PROJECT CONDITIONS. 2. INSTALLATION A. INSTALL IN ACCORDANCE WITH GLAZED INTERIOR WALL AND DOOR ASSEMBLY MANUFACTURER'S INSTRUCTIONS. B. FIT AND ALIGN GLAZED INTERIOR WALL AND DOOR ASSEMBLY LEVEL AND PLUMB. 3. ADJUSTING A. ADJUST GLAZED INTERIOR WALL AND DOOR ASSEMBLY TO OPERATE SMOOTHLY FROM SLIDING OR PIVOTING POSITIONS. B. ADJUST SWING DOOR HARDWARE FOR SMOOTH OPERATION. 4. CLEANING A. CLEAN INSTALLED WORK TO LIKE-NEW CONDITION. 5. CLOSEOUT ACTIVITIES A. DEMONSTRATE OPERATION OF GLAZED INTERIOR WALL AND DOOR ASSEMBLY AND IDENTIFY POTENTIAL OPERATIONAL PROBLEMS. 6. PROTECTION A. PROTECT INSTALLED PRODUCTS UNTIL COMPLETION OF PROJECT. B. TOUCH-UP, REPAIR OR REPLACE DAMAGED PRODUCTS BEFORE DATE OF SUBSTANTIAL COMPLETION. END OF SECTION R No. F LICENSE STATE D O A RCHITECT C AL IFORNIA STEPHE WHITE RENEWAL DATE C-34829 N 08/31/27 SHEET TITLE PROJECT FACILITY FAC NO: BLDG NO: FLOOR LEV: SECTION: KP PROJ. NO. PERMIT NO. 555 W. Fifth Street Suite 2950 | Los Angeles, CA 90013 USA ARCHITECT CONSULTANT ARCHITECT SEAL CONSULTANT SEAL KAISER FOUNDATION HOSPITALS NATIONAL FACILITIES SERVICES 1800 HARRISON STREET OAKLAND, CALIFORNIA 94612 ISSUE / REVISION LOG NO. ISSUED DATE 0 5' 5 0 ' GR A P H I C S C A L E S : 1 / 1 6 " = 1 ' - 0 " 0 25 ' 1/ 8 " = 1 ' - 0 " 5' 0 12 ' 1/ 4 " = 1 ' - 0 " 1' 0 6' 1/ 2 " = 1 ' - 0 " 1' 0 2' 1- 1 / 2 " = 1 ' - 0 " 0 1' 3" = 1 ' - 0 " IF T H I S S H E E T I S N O T 30 " x 4 2 " , I T I S A R E D U C E D PR I N T - S C A L E AC C O R D I N G L Y AGENCY APPLICATION NUMBER AGENCY APPROVAL STAMP THIS DOCUMENT IS THE PROPERTY OF THE OWNER AND IS NOT TO BE USED WITHOUT OWNER'S WRITTEN PERMISSION. HZ PROJ. NO. www.huitt-zollars.com Phone 310.820.4600 | Fax 310.207.4215 C: \ U s e r s \ l r o b i n s o n \ O n e D r i v e - H u i t t - Z o l l a r s , I n c \ D o cu m e n t s \ R 3 1 4 4 1 2 . 3 5 K P H B M K P O J _ A 2 4 _ l r o b i n s o n L 2 M D X . r vt 1 1 / 3 / 2 0 2 5 3 : 4 4 : 0 4 P M SOCC 2022 R HBM 1st Fl KPOJ REMODEL G0-05 SPECIFICATIONS CA394-1 - CAP027721R314412.35 HARBOR/MacARTHUR MEDICAL OFF 3401 S. HARBOR BLVD. SANTA ANA, CALIFORNIA 92704 N/ASPECIFICATIONS - DIVISION 28 28N/ASPECIFICATIONS - DIVISION 10 10 CITY SUBMITTAL 11/03/2025 101125520, 20187249, 40140902 LC LC LP LP LP LP STOP STOP STOP STOP STOP STOP STOP STOP STOP STOP STOP STOP PASSENGER LOADING ZONE CIT Y OF SAN TA ANA CITY OF COSTA M ESA CITY OF SANTA ANA CITY OF COSTA MESA HARBOR BOULEVARD MACARTHUR BOULEVARD PHASE I PARKING NO PARKI NG NO PARKI NGNO PARKI NG NO PARKI NG NO PARKI NG VA N VAN VAN VAN VAN ENCL. TR. HARBOR-MACARTHUR MEDICAL OFFICE BUILDING 3401 S. HARBOR BLVD. 6 2 2 3 1 4 4 4 4 4 4 5 5 5 5 5 6 6 6 6 7 7 6 1 2 6 5 5 4 4 4 2 2 2 8 ACCESSIBLE PATH OF TRAVEL (E) INTERNATIONAL SYMBOL OF ACCESSIBILITY PAINTED ON THE PAVED SURFACE OF EACH ACCESSIBLE PARKING STALL NON-OSHPD MEDICAL OFFICE BUILDING -LOCATION OF PROJECT R No.No.No.No. FFFF LLLLIIIICCCCEEEENNNNSSSSEEEE SSSSTTTTAAAATTTTEEEE DDDD OOOO AAAA RRRRCCCCHHHHIIIITTTTEEEECCCCTTTT CCCC AAAALLLL IIIIFFFFOOOORRRRNNNNIIIIAAAA SSSSTTTTEEEEPPPPHHHHEEEE WWWWHHHHIIIITTTTEEEE R ENEWAL R ENEWAL R ENEWAL R ENEWAL D AT EDATEDATEDATE CCCC ----34829348293482934829 NNNN 08/31 /2708/31 /2708/31 /2708/31 /27 SHEET T ITLE PROJECT FACILITY FAC NO:BLDG NO:FLOOR LEV:SECTION: KP PROJ. NO. PERMIT NO. 555 W. Fifth Street Suite 2950 | Los Angeles, CA 90013 USA ARCHITECT CONSULTANT ARCHIT ECT SEAL CONSULTANT SEAL KAISER FOUNDATION HOSPITALS NATIONAL FACILITIES SERVICES 1800 HARRISON STREET OAKLAND, CALIFORNIA 94612 ISSUE / REVISION LOG NO.ISSUED DATE 0 5' 50' GRAPHIC SCALES: 1/16" = 1'-0" 0 25' 1/8" = 1'-0" 5' 0 12' 1/4" = 1'-0" 1' 0 6' 1/2" = 1'-0" 1' 0 2' 1-1/2" = 1'-0" 0 1' 3" = 1'-0" IF THIS SHEET IS NOT 30"x42", IT IS A REDUCED PRINT - SCALE ACCORDINGLY AGENCY APPLICATION NUMBER AGENCY APPROVAL STAMP THIS DOCUMENT IS THE PROPERTY OF THE OWNER AND IS NOT TO BE USED WITHOUT OWNER'S WRITTEN PERMISSION. HZ PROJ. NO. www.huitt-zollars.com Phone 310.820.4600 | Fax 310.207.4215 C:\Users\lrobinson\OneDrive - Huitt-Zollars, Inc\Documents\R314412.35 KP HBM KPOJ_A24_lrobinsonL2MDX.rvt 1/6/2026 2:42:31 PM SOCC 2022 R HBM 1st Fl KPOJ REMODEL G1-00 PLAN -SITE ACCESSIBLITY CA394-1 - CAP027721R314412.35 HARBOR/MacARTHUR MEDICAL OFF 3401 S. HARBOR BLVD. SANTA ANA, CALIFORNIA 92704 101125520, 20187249, 40140902 1/32" = 1'-0"PLAN -SITE PLAN 01 GENERAL NOTES SHEET KEYNOTES LEGEND 1. THE ACCESSIBLE REQUIREMENTS OF THE PRIMARY PATH OF TRAVEL FROM THE PUBLIC WAY & PARKING TO THE WORK AREAS APPEAR TO SUBSTAINTIALLY CONFORM TO APPLICA`` 2. NO ABRUPT CHANGES IN ELEVATION ALONG THE PATH OF TRAVEL SHOWN. THE SLOPE AND CROSS-SLOPE ALONG THE PATH OF TRAVEL SHALL NOT EXCEED 5% AND 2% RESPECTIVELY. 3. EXISTING DISABLED ACCESSIBILITY CONSTRUCTION FOUND IN T HE FIELD NOT IN COMPLIANCE WITH THE INFORMATION ON THE PLANS MUST BE CONSTRUCTED TO COMPLY WITH THE PLANS. 1 (E) PUBLIC WAY 2 (E) ACCESSIBLE ROUTE FROM THE PUBLIC WAY TO THE BUILDING ENTRANCE 3 (E) "UNAUTHORIZED VEHICLES" WARNING SIGN AT PARKING AREA ENTRANCE (COMPLIES WITH CBC 11B-502.8). SEE 21/G1-12 4 (E) ACCESSIBLE PARKING (COMPLIES WITH CBC 11B-705). SEE 11/G1-12 5 (E) VAN ACCESSIBLE PARKING (COMPLIES WITH CBC 11B-705). SEE 11/G1-12 6 (E) DETECTABLE WARNING SURFACE (COMPLIES WITH CBC 11B-705). SEE 22/G1-12 7 (E) ACCESSIBLE PUBLIC ENTRANCE 8 (E) DROP-OFF AREA N CITY SUBMITTAL / BID SET 11/03/2025 1 CITY BACKCHECK #1 01/06/2026 PARKING SCHEDULE EXISTING ACCESSIBLE STALLS: 54 (9'-0" W X 18'-0"D WITH 60" MIN. ACCESS AISLE STRIP) EXISTING ACCESSIBLE VAN STALLS: 10 (12'-0" W X 18'-0"D WITH 60" MIN. ACCESS AISLE STRIP) EXISTING STANDARD STALL: 439 (8'-6" W X 18'-0" D) GRAND TOTAL: 493 101125520, 20187249, 40140902 ST O P STOP STOP ST O P F F F F STAIR 1 ELEVATOR 1 ELEVATOR 2 STAIR 4 STAIR 3 STAIR 2 UP UP UP UP UP ACPACPIAPACP ARM EGRESS PATH OF TRAVEL TRAVEL DISTANCE / COMMON PATH OF TRAVEL EXIT ACCESS TRAVEL DISTANCE (CBC TABLE 1017.2) B = 300'-0" COMMON PATH OF EGRESS TRAVEL (CBC 1006.2.1) B = 100'-0" TD: CPT: 200'-0" 75'-0" (E) NON-RATED PARTITION (N) NON-RATED PARTITION (E) 1-HR RATED FIRE PARTITION (CORRIDORS) EXIT SIGN PER CBC 708 FIRE PARTITIONS 20 MIN OPENINGS PER TABLE 716.5 (E) 2-HR RATED FIRE BARRIER PER CBC 707 FIRE BARRIERS, 707.3.2 EXIT STAIR ENCLOSURE, 707.3.9 SEPARATED OCCUPANCIES 90 MIN OPENINGS PER TABLE 716.5 EXIT 2 EXIT 1 EXIT 3 EXIT 5 EXIT 6 EXIT 7 EXIT 8 EXIT 9 EXIT 10 EXIT 11 EXIT 12 EXIT 13 EXIT 14 PH PH ER EVP E EVP E EVP E TD: CPT: 71'-6" 33'-0" TD: CPT: 125'-0" 35'-0" TD: CPT: 107'-6" 39'-0" TD: CPT: 101'-6" 7'-6" TD: CPT: 103'-6" 9'-0" R No. F LICENSE STATE D O A RCHITECT C AL IFORNIA STEPHE WHITE RENEWAL DATE C-34829 N 08/31/27 SHEET TITLE PROJECT FACILITY FAC NO: BLDG NO: FLOOR LEV: SECTION: KP PROJ. NO. PERMIT NO. 555 W. Fifth Street Suite 2950 | Los Angeles, CA 90013 USA ARCHITECT CONSULTANT ARCHITECT SEAL CONSULTANT SEAL KAISER FOUNDATION HOSPITALS NATIONAL FACILITIES SERVICES 1800 HARRISON STREET OAKLAND, CALIFORNIA 94612 ISSUE / REVISION LOG NO. ISSUED DATE 0 5' 5 0 ' GR A P H I C S C A L E S : 1 / 1 6 " = 1 ' - 0 " 0 25 ' 1/ 8 " = 1 ' - 0 " 5' 0 12 ' 1/ 4 " = 1 ' - 0 " 1' 0 6' 1/ 2 " = 1 ' - 0 " 1' 0 2' 1- 1 / 2 " = 1 ' - 0 " 0 1' 3" = 1 ' - 0 " IF T H I S S H E E T I S N O T 30 " x 4 2 " , I T I S A R E D U C E D PR I N T - S C A L E AC C O R D I N G L Y AGENCY APPLICATION NUMBER AGENCY APPROVAL STAMP THIS DOCUMENT IS THE PROPERTY OF THE OWNER AND IS NOT TO BE USED WITHOUT OWNER'S WRITTEN PERMISSION. HZ PROJ. NO. www.huitt-zollars.com Phone 310.820.4600 | Fax 310.207.4215 C: \ U s e r s \ l r o b i n s o n \ O n e D r i v e - H u i t t - Z o l l a r s , I n c \ D o cu m e n t s \ R 3 1 4 4 1 2 . 3 5 K P H B M K P O J _ A 2 4 _ l r o b i n s o n L 2 M D X . r vt 1 1 / 3 / 2 0 2 5 3 : 4 4 : 1 7 P M SOCC 2022 R HBM 1st Fl KPOJ REMODEL G1-10 PLAN - LIFE SAFETY - 1ST FLR CA394-1 - CAP027721R314412.35 HARBOR/MacARTHUR MEDICAL OFF 3401 S. HARBOR BLVD. SANTA ANA, CALIFORNIA 92704 GENERAL NOTES SHEET KEYNOTES LEGEND 1/16" = 1'-0"PLAN - LIFE SAFETY - LEVEL 1 01 1 (E) ACCESSIBLE DRINKING FOUNTAIN 2 (N) ACCESSIBLE ALL GENDER PATIENT TOILET N NOT APPLICABLE NOT APPLICABLE CITY SUBMITTAL 11/03/2025 101125520, 20187249, 40140902 OV OV OV OV OV O V OV OV VOVO AO AO VO AO AOV AO VO VO MGZ V V V V A A A V A T STAIR 1 ELEVATOR 1 ELEVATOR 2 STAIR 4 STAIR 3 STAIR 2 UP UP UP UP UP T T T T TT T 2'' 4'' 5'' 6'' 9'' 11'' 12'' 14'' Z'' Z'' W'' Q'' V'' T'' S'' D'' D'' B'' B'' 302926 33 34 36 39 41 45 46 49 52 53 54 C C N T V Y Z BB CC EE GG HH JJ AA EE KK LL 20 17 Z' 1 5 1708 EXROM 1704 TEAMA 1704D OGENL 1704C OGENL 1704B OGENL 1704A OGENL 1618 SCLSU 1617 EXROM 1616 EXROM 1615 EXROM 1614 EXROM 1613 MEDPR 1612C WSPRO 1612A HALLW 1620 TRAUD 1621 UTILS 1624 IUSND 1625 DRSSB 1500A OGENL 1619 TLPAT 1702 WTAPT 1709 TLSTF 1710 UTILC 1713 IGENL 1715 IGENL 1714 CONTR 1718 IBONE 1711 DRSSB 1716 DRSSH 1717 TLGEN 1722 TLGEN 1719 SGENL 1720 CONTR 1721 IFLUO 1723 DRSSH 1703 CORRD 1601 HALLW 1727 OGENL 1726 OGENL 1725 OGENL 1724 OADMN 1639 OGENL 1638 OGENL 1637 OGENL 17 STO3 1636 OGEN2 1525 EVSCL 1524 OADMIN1523 OGENL 1522 SLINC 1521 TLGEN 1518 DRSSH 1519 DRESSB 1520 DRESSB 1301 VESTI 1607 EQRTR 1635 1608 IMAMO 1635A ALINS 1606 CORRD 1626 DRSSB 1627 DRSSA 1629 IUSND 1609 TLGEN 1610 TLGEN 1611 IUSND 1605 1631 IUSND 109 ISCAN 110 CONTR 1511 UTILG 1516 WACMP 1512 FVIEW 1510 ISCAN 1513 WACPR 1514 CONTR 1505 CORRD 1515 IMRIM 1517 SLINS 1729 DRSSA 1728 TLSFT 1506 CORRD 1507 CORRD 1504 CORRD 1600 COORD 1602 CORRD 1630 18 1633 IMAMO 1833 EXROM13 EXROM 14 EXROM 16 EXROM 19 EXROM 1832 EXROM 1816 EXROM 1815 EXROM 21 EXROM 22 EXROM 23 EXROM 24 CONSULT 25 EXROM 26 EXROM 27 EXROM 1831 EXSNA 1827D MASTA 1827B MASTA 1827C MASTA 1827A MASTA 1822B MASTA 1822A MASTA 1825A MASTA 1825B MASTA 28 UTILC 1820 UTILS 1821 SMGAS 29 PRMIN 1829 RNSTA 1902 TLGEN 1828 MEDPR 30 WTAGN 1834 OSHAR 31 AEQST 1830 APTWT 1825C APTWT/WCH 1818 TLPAT 1825D AEQST 1824 HALLW 1823 HALLW 1825 HALLW 1827 HALLW 1826 HALLW 1822 HALLW 1817 TLPAT 1819 PRMIN 1823A AEQST 1708 EQMEC 1200 WTAGN 1203 OGENL 1771 TLSTF 1205 LNGST1202 RECVA 1201D WAGEN 1201C SMEDS KFHP 1100 VESTIBULE 1101 103 1117 OGENL 1116 TLSTF 1119 VESTI 1115 SCLOS 1102 RECEP 32 STO4 1105 TLPUB 1106 TLPUB 1104 VESTI 1113 EQELC 1110 SSUPP 1109 EQELV 1111 EQMEC 1114 EQRTR 104 ELEVA 105 MSHFT 106 ELEVA 1108 VESEL 107 MSHFT 1500 WTAGN 1112 CORRD 1201A WADIS 1201B CMPDN 1103 VESTI 1107 ATELE 1908 EQRTR 1909 BLDRR 1910 1911 1900 1906 1904 1907 1914 1905 1903 34 1118 01 A1-13 01 A1-14 1612B WSGEN 1708B EXROM 1708 WSGEN 1 2 AREA OF WORK ACCESSIBLE ROUTE (E) NON-RATED PARTITION (N) NON-RATED PARTITION (E) 1-HR RATED FIRE PARTITION (CORRIDORS) PER CBC 708 FIRE PARTITIONS 20 MIN OPENINGS PER TABLE 716.5 (E) 2-HR RATED FIRE BARRIER PER CBC 707 FIRE BARRIERS, 707.3.2 EXIT STAIR ENCLOSURE, 707.3.9 SEPARATED OCCUPANCIES 90 MIN OPENINGS PER TABLE 716.5 R No. F LICENSE STATE D O A RCHITECT C AL IFORNIA STEPHE WHITE RENEWAL DATE C-34829 N 08/31/27 SHEET TITLE PROJECT FACILITY FAC NO: BLDG NO: FLOOR LEV: SECTION: KP PROJ. NO. PERMIT NO. 555 W. Fifth Street Suite 2950 | Los Angeles, CA 90013 USA ARCHITECT CONSULTANT ARCHITECT SEAL CONSULTANT SEAL KAISER FOUNDATION HOSPITALS NATIONAL FACILITIES SERVICES 1800 HARRISON STREET OAKLAND, CALIFORNIA 94612 ISSUE / REVISION LOG NO. ISSUED DATE 0 5' 5 0 ' GR A P H I C S C A L E S : 1 / 1 6 " = 1 ' - 0 " 0 25 ' 1/ 8 " = 1 ' - 0 " 5' 0 12 ' 1/ 4 " = 1 ' - 0 " 1' 0 6' 1/ 2 " = 1 ' - 0 " 1' 0 2' 1- 1 / 2 " = 1 ' - 0 " 0 1' 3" = 1 ' - 0 " IF T H I S S H E E T I S N O T 30 " x 4 2 " , I T I S A R E D U C E D PR I N T - S C A L E AC C O R D I N G L Y AGENCY APPLICATION NUMBER AGENCY APPROVAL STAMP THIS DOCUMENT IS THE PROPERTY OF THE OWNER AND IS NOT TO BE USED WITHOUT OWNER'S WRITTEN PERMISSION. HZ PROJ. NO. www.huitt-zollars.com Phone 310.820.4600 | Fax 310.207.4215 C: \ U s e r s \ l r o b i n s o n \ O n e D r i v e - H u i t t - Z o l l a r s , I n c \ D o cu m e n t s \ R 3 1 4 4 1 2 . 3 5 K P H B M K P O J _ A 2 4 _ l r o b i n s o n L 2 M D X . r vt 1 1 / 3 / 2 0 2 5 3 : 4 4 : 2 6 P M SOCC 2022 R HBM 1st Fl KPOJ REMODEL G1-11 PLAN - BUILDING ACCESSIBILTY - 1ST FLR CA394-1 - CAP027721R314412.35 HARBOR/MacARTHUR MEDICAL OFF 3401 S. HARBOR BLVD. SANTA ANA, CALIFORNIA 92704 GENERAL NOTES SHEET KEYNOTES LEGEND 1/16" = 1'-0"PLAN - BUILDING ACCESSIBILITY 1ST FLR 01 1. EXISTING DISABLED ACCESSIBILITY CONSTRUCTION FOUND IN THE FIELD NOT IN COMPLIANCE WITH THE INFORMATION ON THE PLANS MUST BE CONSTRUCTED TO COMPLY WITH THE PLANS. 1 (E) ACCESSIBLE DRINKING FOUNTAIN 2 (N) ACCESSIBLE ALL GENDER PATIENT TOILET CITY SUBMITTAL 11/03/2025 101125520, 20187249, 40140902 OV O V O V OV OV O V OV OV VOVO AO AO VO AO AOV AO VO VO MGZ V V V V A A A V A 80.82 s.f. BLDDR 1914A 86.13 s.f. BLDDR 1914D 84.55 s.f. BLDDR 1914C 75.26 s.f. BLDDR 1914B STAIR 1 ELEVATOR 1 ELEVATOR 2 STAIR 4 STAIR 3 STAIR 2 UP UP UP UP UP AREA OF WORK (E) PARTITION DEPARTMENT BOUNDRY DEMO PARTITION 2'' 4'' 5'' 6'' 9'' 11'' 12'' 14'' Z'' X'' P'' Q'' V'' T'' S'' K'' H'' D'' B'' L'' N'' 302926 33 34 36 39 41 45 46 49 53 54 57 C C N N T V Y Z BB CC EE GG HH JJ AA EE KK LL 20 17 16 1 5 1 2 01 A0-13 01 A0-14 1502 RECEP 1702 SUB-WAITING WTAPT 1709 TLT STAFF TLSTF 1710 CLEAN UTILITY UTILC 1713 RADIOGRAPHY IGENL 1715 RADIOGRAPHY IGENL 1714 CONTROL CONTR 1718 DEXA SCAN IBONE 1711 DRESS DRSSB 1716 H/C DRESS DRSSH 1717 H/C TOILET TLGEN 1722 HC TOILET TLGEN 1719 STORAGE SGENL 1720 CONTROL CONTR 1721 FLUOROSCOPY IFLUO 1723 H/C DRESS DRSSH 1703 CORRIDOR CORRD 1601 HALLW 1727 OFFICE OGENL 1726 OFFICE OGENL 1725 OFFICE OGENL 1724 OFFICE OADMN 1639 OFFICE OGENL 1638 OFFICE OGENL 1637 OFFICE OGENL 17 STAIR STO3 1636 OFFICE OGEN2 1525 EVS EVSCL 1524 MANAGER OFFICE OADMIN1523 CT VIEWING OGENL 1522 CLEAN LINEN SLINC 1521 TOILET TLGEN 1518 H/C DRESS DRSSH 1519 DRESS DRESSB 1520 DRESS DRESSB 1301 VESTIBULE VESTI 1607 TELECOM EQRTR 1635 ULTRA SOUND 1608 MAMMOGRAPHY IMAMO 1635A ALCOVE, LINEN ALINS 1606 CORRIDOR CORRD 1625 H/C DRESS DRSSB 1626 DRESS DRSSB 1627 ADA DRESS DRSSA 1629 INTERVENTIONAL ULTRASOUND IUSND 1609 H/C TOILET TLGEN 1610 H/C TOILET TLGEN 1611 ULTRASOUND IUSND 1605 HALLW 1631 INTERVENTIONAL ULTRASOUND IUSND 109 CT SCAN ISCAN 110 CONTROL CONTR 1511 PREP UTILG 1516 COMPUTER WACMP 1512 VIEWING FVIEW 1510 FUTURE CT SCAN ISCAN 1513 PROCESSORS WACPR 1514 CONTROL CONTR 1505 CORRIDOR CORRD 1515 MRI EXAM IMRIM 1517 SOILED LINEN SLINS 1729 ADA DRESS DRSSA 1728 TLT STAFF TLSFT 1506 CORRIDOR CORRD 1507 CORRIDOR CORRD 1504 CORRIDOR CORRD 1600 CORRIDOR COORD 1602 CORRIDOR CORRD 1630 TOILET 18 HALLW 1633 MAMMOGRAPHY IMAMO 1833 EXAM ROOM EXROM13 EXAM ROOM EXROM 14 EXAM ROOM EXROM 16 (E) EXAM ROOM EXROM 19 EXAM ROOM EXROM 1832 EXAM ROOM EXROM 1816 EXAM ROOM EXROM 1815 EXAM ROOM EXROM 21 (E) EXAM ROOM EXROM 22 (E) EXAM ROOM EXROM 23 (E) EXAM ROOM EXROM 24 PROVIDER CONSULT ROOM CONSULT 25 (E) EXAM ROOM EXROM 26 (E) EXAM ROOM EXROM 27 (E) EXAM ROOM EXROM 1831 SPECIAL NEEDS EXAM ROOM EXSNA 1827D MA STATION MASTA 1827B MA STATION MASTA 1827C MA STATION MASTA 1827A MA STATION MASTA 1822B MA STATION MASTA 1822A MA STATION MASTA 1825A MA STATION MASTA 1825B MA STATION MASTA 28 CLEAN UTILITY UTILC 1820 (E) SOILED UTILITY UTILS 1821 MEDICAL GAS STORAGE SMGAS 29 MINOR PROCEDURE ROOM PRMIN 1829 CHARGE NURSE RNSTA 1902 TOILET TLGEN 1828 MEDICATION PREP ROOM MEDPR 30 WAITING ROOM WTAGN 1834 SHARED PROVIDER OFFICE OSHAR 31 EQUIPMENT STORAGE AEQST 1830 WEIGH IN APTWT 1825C WHEELCHAIR WEIGH IN APTWT/WCH 1818 (E) TOILET TLPAT 1825D STORAGE ALCOVE AEQST 1824 HALLWAY HALLW 1823 HALLWAY HALLW 1825 HALLWAY HALLW 1827 HALLWAY HALLW 1826 HALLWAY HALLW 1822 HALLWAY HALLW 1817 (E) TOILET TLPAT 1819 MINOR PROCEDURE PRMIN 1823A STORAGE ALCOVE AEQST 1708 ELECTRICAL EQMEC 1200 WAITING WTAGN 1203 OFFICE OGENL 1771 TLT STAFF TLSTF 1205 LOUNGE LNGST1202 RECEIVING RECVA 1201D WAITING WAGEN 1201C MEDS SMEDS KFHP 1100 ENTRY VESTIBULE 1101 LOBBY 103 BELOW STAIR 1500A OFFICE, GENERAL OGENL 1117 SECURITY OFFICE OGENL 1116 TLT STAFF TLSTF 1119 VESTIBULE VESTI 1115 SUPPLY CLOSET SCLOS 1102 RECEPTION RECEP 32 STAIR STO4 1105 ACCESSIBLE TOILET RM TLPUB 1106 NON-ACCESSIBLE TOILET RM TLPUB 1104 VESTIBULE VESTI 1113 ELECTRICAL EQELC 1110 MATERIALS MGMT SSUPP 1109 ELEV EQUIP EQELV 1111 MECH EQMEC 1114 TELECOM EQRTR 104 ELEV 1 ELEVA 105 MECH SHAFT MSHFT 106 ELEV 2 ELEVA 1108 ELEV LOBBY VESEL 107 MECH SHAFT MSHFT 1500 WTAGN 1112 CORRIDOR CORRD 1201A DISPENSING WADIS 1201B COMPOUNDING CMPDN 1103 VESTIBULE VESTI 1107 PHONES ATELE 1908 DATA EQRTR 1909 BLOOD DRAW ROOM BLDRR 1910 BLOOD DRAW 1911 STAFF LOUNGE 1900 WAITING 1906 EVSRM 1904 TOILET 1907 SSUPP 1914 LBTRY 1905 TLPTS 1903 TLPTS 34 CORRIDOR 1118 CORRIDOR 1612 IMAMO 1624 IUSND 1623 OPROV 1615 WSGEN 1619 TLGEN 1620 OPROV 1621 UTILS 1622 FPROC 1708A EXROM 1708B EXROM 1708 WSGEN 1704B EXROM 1704C UTILG 1704D EXROM 1704A MASTA URGENT CARE CENTRAL RECEPTION PHARMACY KAISER PERMANENTE ON THE JOB RADIOLOGY MATERIAL MANAGEMENT BLOOD DRAW STAFF LOUNGE TRUE NORTH PLAN NORTH R No. F LICENSE STATE D O A RCHITECT C AL IFORNIA STEPHE WHITE RENEWAL DATE C-34829 N 08/31/27 SHEET TITLE PROJECT FACILITY FAC NO: BLDG NO: FLOOR LEV: SECTION: KP PROJ. NO. PERMIT NO. 555 W. Fifth Street Suite 2950 | Los Angeles, CA 90013 USA ARCHITECT CONSULTANT ARCHITECT SEAL CONSULTANT SEAL KAISER FOUNDATION HOSPITALS NATIONAL FACILITIES SERVICES 1800 HARRISON STREET OAKLAND, CALIFORNIA 94612 ISSUE / REVISION LOG NO. ISSUED DATE 0 5' 5 0 ' GR A P H I C S C A L E S : 1 / 1 6 " = 1 ' - 0 " 0 25 ' 1/ 8 " = 1 ' - 0 " 5' 0 12 ' 1/ 4 " = 1 ' - 0 " 1' 0 6' 1/ 2 " = 1 ' - 0 " 1' 0 2' 1- 1 / 2 " = 1 ' - 0 " 0 1' 3" = 1 ' - 0 " IF T H I S S H E E T I S N O T 30 " x 4 2 " , I T I S A R E D U C E D PR I N T - S C A L E AC C O R D I N G L Y AGENCY APPLICATION NUMBER AGENCY APPROVAL STAMP THIS DOCUMENT IS THE PROPERTY OF THE OWNER AND IS NOT TO BE USED WITHOUT OWNER'S WRITTEN PERMISSION. HZ PROJ. NO. www.huitt-zollars.com Phone 310.820.4600 | Fax 310.207.4215 C: \ U s e r s \ l r o b i n s o n \ O n e D r i v e - H u i t t - Z o l l a r s , I n c \ D o cu m e n t s \ R 3 1 4 4 1 2 . 3 5 K P H B M K P O J _ A 2 4 _ l r o b i n s o n L 2 M D X . r vt 1 1 / 3 / 2 0 2 5 3 : 4 4 : 3 2 P M SOCC 2022 R HBM 1st Fl KPOJ REMODEL A0-11 PLAN - DEMO OVERALL - 1ST FLR CA394-1 -2 - CAP027721R314412.35 HARBOR/MacARTHUR MEDICAL OFF 3401 S. HARBOR BLVD. SANTA ANA, CALIFORNIA 92704 GENERAL NOTES SHEET KEYNOTES LEGEND NOT APPLICABLE 1/16" = 1'-0"PLAN - DEMO OVERALL 1ST FLR 01 KEYPLAN 1. ELECTRICAL ROOM SERVING AREA OF WORK 2. DATA ROOM SERVING AREA OF WORK NOT APPLICABLE TRUE NORTH PLAN NORTH CITY SUBMITTAL 11/03/2025 101125520, 20187249, 40140902 REX REX OS OS OS OS OS OS OS OS OS OS OS OS OS OS OS O S REX J GB GB GB GB GB UP UP UP UP UP ACPACPACPACPAC P MD MD MD MD REX REX MD MD DEMO T-BAR CEILING AREA OF WORK (E) PARTITION DEPARTMENT BOUNDRY DEMO PARTITION 2'' 4'' 5'' 6'' 9'' 11'' 12'' 14'' BB'' Z'' X'' P'' Q'' V'' T'' S'' K'' H'' C'' B'' L'' N'' 302926 33 34 36 39 41 45 46 49 53 54 57 C C N N T X Y Z BB CC EE GG HH JJ AA EE KK LL 20 17 16 1 5 01 A0-15 01 A0-16 1 2 1502 RECEP 1702 SUB-WAITING WTAPT 1709 TLT STAFF TLSTF 1710 CLEAN UTILITY UTILC 1713 RADIOGRAPHY IGENL 1715 RADIOGRAPHY IGENL 1714 CONTROL CONTR 1718 DEXA SCAN IBONE 1711 DRESS DRSSB 1716 H/C DRESS DRSSH 1717 H/C TOILET TLGEN 1722 HC TOILET TLGEN 1719 STORAGE SGENL 1720 CONTROL CONTR 1721 FLUOROSCOPY IFLUO 1723 H/C DRESS DRSSH 1703 CORRIDOR CORRD 1601 HALLW 1727 OFFICE OGENL 1726 OFFICE OGENL 1725 OFFICE OGENL 1724 OFFICE OADMN 1639 OFFICE OGENL 1638 OFFICE OGENL 1637 OFFICE OGENL 17 STAIR STO3 1636 OFFICE OGEN2 1525 EVS EVSCL 1524 MANAGER OFFICE OADMIN1523 CT VIEWING OGENL 1522 CLEAN LINEN SLINC 1521 TOILET TLGEN 1518 H/C DRESS DRSSH 1519 DRESS DRESSB 1520 DRESS DRESSB 1301 VESTIBULE VESTI 1607 TELECOM EQRTR 1635 ULTRA SOUND 1608 MAMMOGRAPHY IMAMO 1635A ALCOVE, LINEN ALINS 1606 CORRIDOR CORRD 1625 H/C DRESS DRSSB 1626 DRESS DRSSB 1627 ADA DRESS DRSSA 1629 INTERVENTIONAL ULTRASOUND IUSND 1609 H/C TOILET TLGEN 1610 H/C TOILET TLGEN 1611 ULTRASOUND IUSND 1605 HALLW 1631 INTERVENTIONAL ULTRASOUND IUSND 109 CT SCAN ISCAN 110 CONTROL CONTR 1511 PREP UTILG 1516 COMPUTER WACMP 1512 VIEWING FVIEW 1510 FUTURE CT SCAN ISCAN 1513 PROCESSORS WACPR 1514 CONTROL CONTR 1505 CORRIDOR CORRD 1515 MRI EXAM IMRIM 1517 SOILED LINEN SLINS 1729 ADA DRESS DRSSA 1728 TLT STAFF TLSFT 1506 CORRIDOR CORRD 1507 CORRIDOR CORRD 1504 CORRIDOR CORRD 1600 CORRIDOR COORD 1602 CORRIDOR CORRD 1630 TOILET 18 HALLW 1633 MAMMOGRAPHY IMAMO 1833 EXAM ROOM EXROM13 EXAM ROOM EXROM 14 EXAM ROOM EXROM 16 (E) EXAM ROOM EXROM 19 EXAM ROOM EXROM 1832 EXAM ROOM EXROM 1816 EXAM ROOM EXROM 1815 EXAM ROOM EXROM 21 (E) EXAM ROOM EXROM 22 (E) EXAM ROOM EXROM 23 (E) EXAM ROOM EXROM 24 PROVIDER CONSULT ROOM CONSULT 25 (E) EXAM ROOM EXROM 26 (E) EXAM ROOM EXROM 27 (E) EXAM ROOM EXROM 1831 SPECIAL NEEDS EXAM ROOM EXSNA 1827D MA STATION MASTA 1827B MA STATION MASTA 1827C MA STATION MASTA 1827A MA STATION MASTA 1822B MA STATION MASTA 1822A MA STATION MASTA 1825A MA STATION MASTA 1825B MA STATION MASTA 28 CLEAN UTILITY UTILC 1820 (E) SOILED UTILITY UTILS 1821 MEDICAL GAS STORAGE SMGAS 29 MINOR PROCEDURE ROOM PRMIN 1829 CHARGE NURSE RNSTA 1902 TOILET TLGEN 1828 MEDICATION PREP ROOM MEDPR 30 WAITING ROOM WTAGN 1834 SHARED PROVIDER OFFICE OSHAR 31 EQUIPMENT STORAGE AEQST 1830 WEIGH IN APTWT 1825C WHEELCHAIR WEIGH IN APTWT/WCH 1818 (E) TOILET TLPAT 1825D STORAGE ALCOVE AEQST 1824 HALLWAY HALLW 1823 HALLWAY HALLW 1825 HALLWAY HALLW 1827 HALLWAY HALLW 1826 HALLWAY HALLW 1822 HALLWAY HALLW 1817 (E) TOILET TLPAT 1819 MINOR PROCEDURE PRMIN 1823A STORAGE ALCOVE AEQST 1708 ELECTRICAL EQMEC 1200 WAITING WTAGN 1203 OFFICE OGENL 1771 TLT STAFF TLSTF 1205 LOUNGE LNGST1202 RECEIVING RECVA 1201D WAITING WAGEN 1201C MEDS SMEDS KFHP 1100 ENTRY VESTIBULE 1101 LOBBY 103 BELOW STAIR 1500A OFFICE, GENERAL OGENL 1117 SECURITY OFFICE OGENL 1116 TLT STAFF TLSTF 1119 VESTIBULE VESTI 1115 SUPPLY CLOSET SCLOS 1102 RECEPTION RECEP 32 STAIR STO4 1105 ACCESSIBLE TOILET RM TLPUB 1106 NON-ACCESSIBLE TOILET RM TLPUB 1104 VESTIBULE VESTI 1113 ELECTRICAL EQELC 1110 MATERIALS MGMT SSUPP 1109 ELEV EQUIP EQELV 1111 MECH EQMEC 1114 TELECOM EQRTR 104 ELEV 1 ELEVA 105 MECH SHAFT MSHFT 106 ELEV 2 ELEVA 1108 ELEV LOBBY VESEL 107 MECH SHAFT MSHFT 1500 WTAGN 1112 CORRIDOR CORRD 1201A DISPENSING WADIS 1201B COMPOUNDING CMPDN 1103 VESTIBULE VESTI 1107 PHONES ATELE 1908 DATA EQRTR 1909 BLOOD DRAW ROOM BLDRR 1910 BLOOD DRAW 1911 STAFF LOUNGE 1900 WAITING 1906 EVSRM 1904 TOILET 1907 SSUPP 1914 LBTRY 1905 TLPTS 1903 TLPTS 34 CORRIDOR 1118 CORRIDOR 1612 IMAMO 1624 IUSND 1623 OPROV1615 WSGEN 1619 TLGEN 1620 OPROV 1621 UTILS 1622 FPROC 1708A EXROM 1708B EXROM 1708 WSGEN 1704B EXROM 1704C UTILG 1704D EXROM 1704A MASTA URGENT CARE CENTRAL RECEPTION PHARMACY KAISER PERMANENTE ON THE JOB RADIOLOGY MATERIAL MANAGEMENT BLOOD DRAW STAFF LOUNGE TRUE NORTH PLAN NORTH R No. F LICENSE STATE D O A RCHITECT C AL IFORNIA STEPHE WHITE RENEWAL DATE C-34829 N 08/31/27 SHEET TITLE PROJECT FACILITY FAC NO: BLDG NO: FLOOR LEV: SECTION: KP PROJ. NO. PERMIT NO. 555 W. Fifth Street Suite 2950 | Los Angeles, CA 90013 USA ARCHITECT CONSULTANT ARCHITECT SEAL CONSULTANT SEAL KAISER FOUNDATION HOSPITALS NATIONAL FACILITIES SERVICES 1800 HARRISON STREET OAKLAND, CALIFORNIA 94612 ISSUE / REVISION LOG NO. ISSUED DATE 0 5' 5 0 ' GR A P H I C S C A L E S : 1 / 1 6 " = 1 ' - 0 " 0 25 ' 1/ 8 " = 1 ' - 0 " 5' 0 12 ' 1/ 4 " = 1 ' - 0 " 1' 0 6' 1/ 2 " = 1 ' - 0 " 1' 0 2' 1- 1 / 2 " = 1 ' - 0 " 0 1' 3" = 1 ' - 0 " IF T H I S S H E E T I S N O T 30 " x 4 2 " , I T I S A R E D U C E D PR I N T - S C A L E AC C O R D I N G L Y AGENCY APPLICATION NUMBER AGENCY APPROVAL STAMP THIS DOCUMENT IS THE PROPERTY OF THE OWNER AND IS NOT TO BE USED WITHOUT OWNER'S WRITTEN PERMISSION. HZ PROJ. NO. www.huitt-zollars.com Phone 310.820.4600 | Fax 310.207.4215 C: \ U s e r s \ l r o b i n s o n \ O n e D r i v e - H u i t t - Z o l l a r s , I n c \ D o cu m e n t s \ R 3 1 4 4 1 2 . 3 5 K P H B M K P O J _ A 2 4 _ l r o b i n s o n L 2 M D X . r vt 1 1 / 3 / 2 0 2 5 3 : 4 4 : 3 8 P M SOCC 2022 R HBM 1st Fl KPOJ REMODEL A0-12 PLAN - DEMO OVERALL RCP - 1ST FLR CA394-1 -3 - CAP027721R314412.35 HARBOR/MacARTHUR MEDICAL OFF 3401 S. HARBOR BLVD. SANTA ANA, CALIFORNIA 92704 GENERAL NOTES SHEET KEYNOTES LEGEND NOT APPLICABLE 1/16" = 1'-0"PLAN - DEMO RCP OVERALL 1ST FLR 01 KEYPLAN NOT APPLICABLE TRUE NORTH PLAN NORTH 1. ELECTRICAL ROOM SERVING AREA OF WORK 2. DATA ROOM SERVING AREA OF WORK CITY SUBMITTAL 11/03/2025 101125520, 20187249, 40140902 CR SL CC T SL ES CR CR CR PS PS CCCC PS CC ES CR SL CCT SL T T T J PS PS (E) NON-RAT ED PARTITION DEMOLITION OF NON -RAT ED PARTITION AREA OF WORK DEMO (E) DAT A OUTLET (MODTAP) -SINGLE GANG BOX DEMO (E) ELECTRICAL RECEPTACLE, DUPLEX DEMO (E) SECURITY DEVICES: CARD READER DEMO (E) SWITCH -ST ANDARD -SINGLE GANG BOX DEMO (E) NURSE CALL LIGHT DEMO (E) FIRE ALARM STROBE DEMO (E) FIRE ALARM HORN/STROBE DEMO (E) THERMOMETER DEMO (E) EXIT SIGN DEMO (E) DOOR DEMO (E) PULL STRING DEMO/REMOVE (SEE GENERAL NOTES & KEYNOTES). DEMO (E) FLOORING MATERIAL & BASE, AND PREP FLOOR TO RECEIVE NEW FINISHES. (E) 1-HR RATED FIRE PART ITION (CORRIDORS) PER CBC 708 FIRE PARTITIONS 20 MIN OPENINGS PER TABLE 716.5 N 36 38 39 41 42 45 46 47 N T U Y BB L Q R M 16 01 HALLW 1635A ALCOVE, LINEN ALINS 1606 CORRIDOR CORRD 1625 H/C DRESS DRSSB 1626 DRESS DRSSB 16 29 INTERVEN TIONAL ULTRASOU ND IUSND 16 09 H/C TOILET TLGEN 1610 H/C TOILET TLGEN 1611 ULTRASOUND IUSND 16 31 INTERVENTIONAL ULTRASOUND IUSND 16 00 CORRIDOR COORD 16 02 CORRIDOR CORRD 1630 TOILET 1612 IMAMO IUSND 16 24 1623 OPROV 16 15 WSGEN 1619 TLGEN 16 20 OPROV 1621 UTILS 1622 FPROC 1 1 2 3 1 1 4 5 6 7 7 8 9 10 7 11 1 14 15 16 16 16 16 16 15 16 16 16 16 16 17 18 19 20 2122 22 23 4 24 5' - 0" V.I.F. 1' - 1" V.I.F. 9' - 4" V.I.F.7' - 8" V.I.F. 25 26 28 28 27 27 29 R No.No.No.No. FFFF LLLLIIIICCCCEEEENNNNSSSSEEEE SSSSTTTTAAAATTTTEEEE DDDD OOOO AAAA RRRRCCCCHHHHIIIITTTTEEEECCCCTTTT CCCC AAAALLLL IIIIFFFFOOOORRRRNNNNIIIIAAAA SSSSTTTTEEEEPPPPHHHHEEEE WWWWHHHHIIIITTTTEEEE R ENEWAL R ENEWAL R ENEWAL R ENEWAL D AT EDATEDATEDATE CCCC ----34829348293482934829 NNNN 08/31 /2708/31 /2708/31 /2708/31 /27 SHEET TITLE PROJECT FACILITY FAC NO:BLDG NO:FLOOR LEV:SECTION: KP PROJ. NO. PERMIT NO. 555 W. Fifth Street Suite 2950 | Los Angeles, CA 90013 USA ARCHITECT CONSULTANT ARCHITECT SEAL CONSULTANT SEAL KAISER FOUNDATION HOSPITALS NATIONAL FACILITIES SERVICES 1800 HARRISON STREET OAKLAND, CALIFORNIA 94612 ISSUE / REVISION LOG NO.ISSUED DATE 0 5' 50' GRAPHIC SCALES: 1/16" = 1'-0" 0 25' 1/8" = 1'-0" 5' 0 12' 1/4" = 1'-0" 1' 0 6' 1/2" = 1'-0" 1' 0 2' 1-1/2" = 1'-0" 0 1' 3" = 1'-0" IF THIS SHEET IS NOT 30"x42", IT IS A REDUCED PRINT - SCALE ACCORDINGLY AGENCY APPLICATION NUMBER AGENCY APPROVAL STAMP THIS DOCUMENT IS THE PROPERTY OF THE OWNER AND IS NOT TO BE USED WITHOUT OWNER'S WRITTEN PERMISSION. HZ PROJ. NO. www.huitt-zollars.com Phone 310.820.4600 | Fax 310.207.4215 C:\Users\lrobinson\OneDrive - Huitt-Zollars, Inc\Documents\R314412.35 KP HBM KPOJ_A24_lrobinsonL2MDX.rvt 1/6/2026 2:42:34 PM SOCC 2022 R HBM 1st Fl KPOJ REMODEL A0-13 PLAN -DEMO ENLARGED -1ST FLR -CLINICAL AREA CA394-1 -2 - CAP027721R314412.35 HARBOR/MacARTHUR MEDICAL OFF 3401 S. HARBOR BLVD. SANTA ANA, CALIFORNIA 92704 101125520, 20187249, 40140902 GENERAL NOTES SHEET KEYNOTES LEGEND KEYPLAN 1 DEMO (E) COUNTER, BASE CABINETS, AND UPPER CABINETS 2 DEMO (E) TOILET, SINK, AND OTHER WALL-MOUNTED ACCESSORIES 3 DEMO (E) CIRCUIT BREAKER SWITCH ENCLOSURE. SEE ELECTRICAL DRAWINGS FOR ADDITIONAL INFORMATION. 4 DEMO (E) SINK. SEE PLUMBING DRAWINGS FOR ADDITIONAL INFORMATION. 5 DEMO (E) EYE-WASH SINK. SEE PLUMBING DRAWINGS FOR ADDITIONAL INFORMATION. 6 REMOVE (E) FIRE EXTINGUISHER AND SAVE FOR REUSE 7 DEMO (E) WALL PROTECTION 8 DEMO (E) WALL TILE 9 DEMO (E) CLEAN-OUT. SEE PLUMBING DRAWINGS FOR ADDITIONAL INFORMATION. 10 DEMO (E) NURSE CALL PULL CORD AND RETURN TO OWNER 11 REMOVE (E) WALL-HUNG TELEPHONE AND RETURN TO OWNER 12 (E) FIRE ALARM HORN STROBE TO REMAIN 13 DEMO (E) TALL CABINETS 14 REMOVE (E) PRIVACY CURTAIN AND SAVE FOR REUSE 15 REMOVE T-STAT AND SAVE FOR REUSE. SEE MECHANICAL DRAWINGS FOR ADDITIONAL INFORMATION. 16 EXTENT OF FLOORING DEMO 17 REMOVE (E) RADIANT/HEALTHCONNECT PRINTER AND SAVE FOR REUSE 18 REMOVE (E) DEPARTMENT COPY/SCANNER/PRINTER/FAX MACHINE AND SAVE FOR REUSE 19 REMOVE (E) WORKSTATION - COMPUTER, TELEPHONE, & TASK CHAIR AND SAVE FOR REUSE 20 REMOVE (E) COAT HOOKS AND SAVE FOR REUSE 21 DEMO (E) BENCH 22 REMOVE (E) SIGN AND SAVE FOR REUSE 23 REMOVE (E) NURSE CALL PULL CORD AND SAVE FOR REUSE 24 REMOVE (E) GRAB BAR AND SAVE FOR REUSE 25 REMOVE (E) BULLETIN BOARD AND SAVE FOR REUSE 26 DEMO (E) CRASH RAIL 27 REMOVE (E) NURSE CALL DOME LIGHT AND SAVE FOR REUSE. SEE ELECTRICAL DRAWINGS FOR ADDITONAL INFORMATION 28 REMOVE (E) NURSE CALL STATUS DISPLAY/ANNUNCIATOR AND SAVE FOR REUSE. SEE ELECTRICAL DRAWINGS FOR ADDITONAL INFORMATION 29 REMOVE (E) NURSE CALL STATION AND SAVE FOR REUSE. SEE ELECTRICAL DRAWINGS FOR ADDITONAL INFORMATION 1/4" = 1'-0"PLAN -DEMO -1ST FLR _ENLARGED PLAN -KPOJ -CLINICAL AREA 01 TRUE NORTH PLAN NORTH 1. U.N.O., DEMO (E) FLOORING MATERIAL & BASE IN AREA OF WORK, AND PREP FLOOR TO RECEIVE NEW FINISHES. 2. U.N.O., CEILINGS, FLOORS AND WALLS IN AREA OF WORK ARE NON-RATED. 3. U.N.O., RETURN ALL EQUIPMENT AND FURNITURE IN AREA OF WORK TO OWNER 4. U.N.O., CONTRACTOR TO PATCH AND REPAIR (E) WALL FINISHES AS NECESSARY TO MATCH EXISTING IN AREA OF WORK. 5. U.N.O., ALL DOORS AND WINDOWS ARE EXISTING TO REMAIN. 6. U.N.O., REMOVE (E) WALL ART, FRAMES, BULLETIN BOARDS, TACK BOARDS, MAGAZINE RACKS, CLOCKS, & ALL OTHER WALL ITEMS AND RETURN TO OWNER 7. U.N.O., REMOVE (E) WALL -HUNG ACCESSORIES SUCH AS DEGERMERS, SOAP DISPENSERS, PAPER TOWEL DISPENSERS, GLOVE DISPENSERS, ETC. AND RETURN TO OWNER 8. U.N.O., DEMO (E) CORNER GUARDS CITY SUBMITTAL / BID SET 11/03/2025 1 CITY BACKCHECK #1 01/06/2026 101125520, 20187249, 40140902 SL F STAIR 2 UP CR CR CR CR T CC CC CC T T J CR CR SL CC T 313027.82726 36 38 C F N A B D E G J K L Q R M 1702 SUB-WAITING WTAPT 1709 TLT STAFF TLSTF 1203 OFFICE OGENL 1771 TLT STAFF TLSTF 1202 RECEIVING RECVA 1201D WAITING WAGEN 1205 LOUNGE LNGST 1708A EXROM 1708B EXROM 1708 WSGEN 1704B EXROM 1704C UTILG 1704D EXROM 1704A MASTA 12 13 1 4 1 1 411 13 14 16 (E) NON-RATED PARTITION DEMOLITION OF NON-RATED PARTITION AREA OF WORK DEMO (E) DATA OUTLET (MODTAP) -SINGLE GANG BOX DEMO (E) ELECTRICAL RECEPTACLE, DUPLEX DEMO (E) SECURITY DEVICES: CARD READER DEMO (E) SWITCH -STANDARD -SINGLE GANG BOX DEMO (E) NURSE CALL LIGHT DEMO (E) FIRE ALARM STROBE DEMO (E) FIRE ALARM HORN/STROBE DEMO (E) THERMOMETER DEMO (E) EXIT SIGN DEMO (E) DOOR DEMO (E) PULL STRING DEMO/REMOVE (SEE GENERAL NOTES & KEYNOTES). DEMO (E) FLOORING MATERIAL & BASE, AND PREP FLOOR TO RECEIVE NEW FINISHES. (E) 1-HR RATED FIRE PARTITION (CORRIDORS) PER CBC 708 FIRE PARTITIONS 20 MIN OPENINGS PER TABLE 716.5 TRUE NORTH PLAN NORTH R No. F LICENSE STATE D O A RCHITECT C AL IFORNIA STEPHE WHITE RENEWAL DATE C-34829 N 08/31/27 SHEET TITLE PROJECT FACILITY FAC NO: BLDG NO: FLOOR LEV: SECTION: KP PROJ. NO. PERMIT NO. 555 W. Fifth Street Suite 2950 | Los Angeles, CA 90013 USA ARCHITECT CONSULTANT ARCHITECT SEAL CONSULTANT SEAL KAISER FOUNDATION HOSPITALS NATIONAL FACILITIES SERVICES 1800 HARRISON STREET OAKLAND, CALIFORNIA 94612 ISSUE / REVISION LOG NO. ISSUED DATE 0 5' 5 0 ' GR A P H I C S C A L E S : 1 / 1 6 " = 1 ' - 0 " 0 25 ' 1/ 8 " = 1 ' - 0 " 5' 0 12 ' 1/ 4 " = 1 ' - 0 " 1' 0 6' 1/ 2 " = 1 ' - 0 " 1' 0 2' 1- 1 / 2 " = 1 ' - 0 " 0 1' 3" = 1 ' - 0 " IF T H I S S H E E T I S N O T 30 " x 4 2 " , I T I S A R E D U C E D PR I N T - S C A L E AC C O R D I N G L Y AGENCY APPLICATION NUMBER AGENCY APPROVAL STAMP THIS DOCUMENT IS THE PROPERTY OF THE OWNER AND IS NOT TO BE USED WITHOUT OWNER'S WRITTEN PERMISSION. HZ PROJ. NO. www.huitt-zollars.com Phone 310.820.4600 | Fax 310.207.4215 C: \ U s e r s \ l r o b i n s o n \ O n e D r i v e - H u i t t - Z o l l a r s , I n c \ D o cu m e n t s \ R 3 1 4 4 1 2 . 3 5 K P H B M K P O J _ A 2 4 _ l r o b i n s o n L 2 M D X . r vt 1 1 / 3 / 2 0 2 5 3 : 4 4 : 4 4 P M SOCC 2022 R HBM 1st Fl KPOJ REMODEL A0-14 PLAN - DEMO ENLARGED - 1ST FLR - PROVIDE ENCLAVE CA394-1 - CAP027721R314412.35 HARBOR/MacARTHUR MEDICAL OFF 3401 S. HARBOR BLVD. SANTA ANA, CALIFORNIA 92704 1/4" = 1'-0"PLAN - DEMO - 1ST FLR _ENLARGED PLAN - PROVIDER ENCLAVE 01 GENERAL NOTES SHEET KEYNOTES KEYPLAN TRUE NORTH PLAN NORTH 1 DEMO (E) COUNTER, BASE CABINETS, AND UPPER CABINETS 2 DEMO (E) TOILET, SINK, AND OTHER WALL-MOUNTED ACCESSORIES 3 DEMO (E) CIRCUIT BREAKER SWITCH ENCLOSURE. SEE ELECTRICAL DRAWINGS FOR ADDITIONAL INFORMATION. 4 DEMO (E) SINK. SEE PLUMBING DRAWINGS FOR ADDITIONAL INFORMATION. 5 DEMO (E) EYE-WASH SINK. SEE PLUMBING DRAWINGS FOR ADDITIONAL INFORMATION. 6 REMOVE (E) FIRE EXTINGUISHER AND SAVE FOR REUSE 7 DEMO (E) WALL PROTECTION 8 DEMO (E) WALL TILE 9 DEMO (E) CLEAN-OUT. SEE PLUMBING DRAWINGS FOR ADDITIONAL INFORMATION. 10 DEMO (E) NURSE CALL PULL CORD AND RETURN TO OWNER 11 REMOVE (E) WALL-HUNG TELEPHONE AND RETURN TO OWNER 12 (E) FIRE ALARM HORN STROBE TO REMAIN 13 DEMO (E) TALL CABINETS 14 REMOVE (E) PRIVACY CURTAIN AND SAVE FOR REUSE 15 REMOVE T-STAT AND SAVE FOR REUSE. SEE MECHANICAL DRAWINGS FOR ADDITIONAL INFORMATION. 16 EXTENT OF FLOORING DEMO 17 REMOVE (E) RADIANT/HEALTHCONNECT PRINTER AND SAVE FOR REUSE 18 REMOVE (E) DEPARTMENT COPY/SCANNER/PRINTER/FAX MACHINE AND SAVE FOR REUSE 19 REMOVE (E) WORKSTATION - COMPUTER, TELEPHONE, & TASK CHAIR AND SAVE FOR REUSE 20 REMOVE (E) COAT HOOKS AND SAVE FOR REUSE 21 DEMO (E) BENCH 22 REMOVE (E) SIGN AND SAVE FOR REUSE 23 REMOVE (E) NURSE CALL PULL CORD AND SAVE FOR REUSE 24 REMOVE (E) GRAB BAR AND SAVE FOR REUSE 25 REMOVE (E) BULLETIN BOARD AND SAVE FOR REUSE 26 DEMO (E) CRASH RAIL 27 REMOVE (E) NURSE CALL DEVICE AND SAVE FOR REUSE. SEE ELECTRICAL DRAWINGS FOR ADDITONAL INFORMATION 1. U.N.O., CEILINGS, FLOORS AND WALLS IN AREA OF WORK ARE NON-RATED. 2. U.N.O., RETURN ALL MOBILE EQUIPMENT AND FURNITURE IN AREA OF WORK TO OWNER 3. U.N.O., CONTRACTOR TO PATCH AND REPAIR (E) WALL FINISHES AS NECESSARY TO MATCH EXISTING IN AREA OF WORK. 4. U.N.O., ALL DOORS AND WINDOWS ARE EXISTING TO REMAIN. 5. U.N.O., DEMO (E) FLOORING MATERIAL & BASE IN AREA OF WORK, AND PREP FLOOR TO RECEIVE NEW FINISHES. 6. U.N.O., REMOVE (E) WALL ART, FRAMES, BULLETIN BOARDS, TACK BOARDS, MAGAZINE RACKS, CLOCKS, & ALL OTHER WALL ITEMS AND RETURN TO OWNER 7. U.N.O., REMOVE (E) WALL-HUNG ACCESSORIES SUCH AS DEGERMERS, SOAP DISPENSERS, PAPER TOWEL DISPENSERS, GLOVE DISPENSERS, ETC. AND RETURN TO OWNER 8. U.N.O., DEMO (E) CORNER GUARDS LEGEND CITY SUBMITTAL 11/03/2025 101125520, 20187249, 40140902 C ST MD CCMDCC CC MD C C CC MD MD ST (E) NON-RATED PARTITION DEMOLITION OF NON -RATED PARTITION AREA OF WORK DEMO (E) RECESSED LIGHT FIXTURE DEMO (E) DIFFUSER (RET URN/ SUPPLY) DEMO (E) T -BAR CEILING DEMO (E) SPRINKLER DEMO (E) EXIT SIGN DEMO (E) SPEAKER DEMO (E) WALL MOUNTED NURSE CALL LIGHT DEMO (E) SECURITY CAMERA DEMO (E) FIRE ALARM DEVICE DEMO (E) DIFFUSER (EXHAUST ) (E) +1'-0"AFF CEILING TAG DEMO (E) SMOKE DETECTOR REMOVE (E) WIRELESS ACCESS POINT AND SAVE FOR REINST ALLAT ION (E) 1-HR RATED FIRE PART ITION (CORRIDORS) PER CBC 708 FIRE PARTITIONS 20 MIN OPENINGS PER TABLE 716.5 N 36 38 39 41 42 45 46 47 N T U X Y Z BB L Q R M 1612 IMAMO 16 24 IUSND 16 23 OPROV 1615 WSGEN 1619 TLGEN 1620 OPROV 16 21 UTILS 16 22 FPROC 1606 CORRIDOR CORRD 15 02 RECEP 1601 HALLW 1522 CLEAN LINEN SLINC 1521 TOILET TLGEN 1635A ALCOVE, LINEN ALINS 1625 H/C DRESS DRSSB 16 26 DRESS DRSSB 16 29 INTERVENTIONAL ULTRASOUND IUSND 1609 H/C TOILET TLGEN 1610 H/C TOILET TLGEN 1611 ULTRASOUND IUSND 1631 INTERVENTIONAL ULTRASOUND IUSND 1600 CORRIDOR COORD 1602 CORRIDOR CORRD 1630 TOILET(E) +8' -11"AFF (E) +9' -0"AFF (E) +8' -9"AFF (E) +9' -0"AFF (E) +9' -0"AFF (E) +8' -0"AFF (E) +8' -11"AFF (E) +8' -0"AFF (E) +9' -0"AFF (E) +9' -0"AFF (E) +9' -0"AFF (E) +8' -11"AFF 1 1 R No.No.No.No. FFFF LLLLIIIICCCCEEEENNNNSSSSEEEE SSSSTTTTAAAATTTTEEEE DDDD OOOO AAAA RRRRCCCCHHHHIIIITTTTEEEECCCCTTTT CCCC AAAALLLL IIIIFFFFOOOORRRRNNNNIIIIAAAA SSSSTTTTEEEEPPPPHHHHEEEE WWWWHHHHIIIITTTTEEEE R ENEWAL R ENEWAL R ENEWAL R ENEWAL D AT EDATEDATEDATE CCCC ----34829348293482934829 NNNN 08/31 /2708/31 /2708/31 /2708/31 /27 SHEET TITLE PROJECT FACILITY FAC NO:BLDG NO:FLOOR LEV:SECTION: KP PROJ. NO. PERMIT NO. 555 W. Fifth Street Suite 2950 | Los Angeles, CA 90013 USA ARCHITECT CONSULTANT ARCHITECT SEAL CONSULTANT SEAL KAISER FOUNDATION HOSPITAL S NATIONAL FACILITIES SERVICES 180 0 HARRISON STREET OAKLAND, CALIFORNIA 94 612 ISSUE / REVISION LOG NO.ISSUED DATE 0 5' 50' GRAPHIC SCALES: 1/16" = 1'-0" 0 25' 1/8" = 1'-0" 5' 0 12' 1/4" = 1'-0" 1' 0 6' 1/2" = 1'-0" 1' 0 2' 1-1/2" = 1'-0" 0 1' 3" = 1'-0" IF THIS SHEET IS NOT 30"x42", IT IS A REDUCED PRINT - SCALE ACCORDINGLY AGENCY APPLICATION NUMBER AGENCY APPROVAL STAMP THIS DOCUMENT IS THE PROPERTY OF THE OWNER AND IS NOT TO BE USED WITHOUT OWNER'S WRITTEN PERMISSION. HZ PROJ. NO. www.huitt-zollars.com Phone 310.820.4600 | Fax 310.207.4215 C:\Users\lrobinson\OneDrive - Huitt-Zollars, Inc\Documents\R314412.35 KP HBM KPOJ_A24_lrobinsonL2MDX.rvt 1/6/2026 2:42:35 PM SOCC 2022 R HBM 1st Fl KPOJ REMODEL A0-15 PLAN -DEMO ENLARGED RCP -1ST FLR -CLINICAL AREA CA394-1 - CAP027721R314412.35 HARBOR/MacARTHUR MEDICAL OFF 3401 S. HARBOR BLVD. SANTA ANA, CALIFORNIA 92704 101125520, 20187249, 40140902 GENERAL NOTES SHEET KEYNOTES LEGEND KEYPLAN 1. U.N.O., ALL CEILING ASSEMBLIES, MOUNTED DEVICES AND FIXTURES ARE TO REMAIN. 2. U.N.O., ALL (E) CEILING MOUNTED ITEMS TO REMAIN. 3. U.N.O., RETURN ALL REMOVED LIGHTING FIXTURES TO OWNER. 4. U.N.O., ALL ITEMS ARE CONTRACTOR FURNISHED, CONTRACTOR INSTALLED (CF CI). 5. U.N.O., CONTRACTOR TO PATCH AND REPAIR (E) GYPSUM BOARD AND TILE CEILINGS AS NECESSARY TO MATCH EXISTING. 6. U.N.O., CEILINGS IN AREA OF WORK ARE NON -RATED 7. U.N.O., ALL (E) FIRE ALARM DEVICES T O REMAIN. TRUE NORTH PLAN NORTH 1/4" = 1'-0"PLAN -DEMO 1ST FLR -RCP 01 CITY SUBMITTAL / BID SET 11/03/2025 1 CITY BACKCHECK #1 01/06/2026 1 REMOVE (E) NURSE CALL DOME LIGHT AND SAVE FOR REUSE. SEE ELECTRICAL DRAWINGS FOR ADDITONAL INFORMATION 101125520, 20187249, 40140902 SL UP CC CC CC C ST 313027.82726 33 34 36 38 C F N A B D E G J K L Q R M 1708A EXROM 1708B EXROM 1708 WSGEN 1704B EXROM 1704C UTILG 1704D EXROM 1704A MASTA 1205 LOUNGE LNGST (E) +8' - 7 1/2"AFF (E) +8' - 7 1/2"AFF (E) +8' - 7"AFF (E) +8' - 11"AFF (E) +8' - 8"AFF (E) +8' - 7"AFF (E) +9' - 0"AFF (E) +8' - 7"AFF (E) NON-RATED PARTITION DEMOLITION OF NON-RATED PARTITION AREA OF WORK DEMO (E) RECESSED LIGHT FIXTURE DEMO (E) DIFFUSER (RETURN/ SUPPLY) DEMO (E) T-BAR CEILING DEMO (E) SPRINKLER DEMO (E) EXIT SIGN DEMO (E) SPEAKER DEMO (E) WALL MOUNTED NURSE CALL LIGHT DEMO (E) SECURITY CAMERA DEMO (E) FIRE ALARM DEVICE DEMO (E) DIFFUSER (EXHAUST) (E) +1'-0"AFF CEILING TAG DEMO (E) SMOKE DETECTOR REMOVE (E) WIRELESS ACCESS POINT AND SAVE FOR REINSTALLATION (E) 1-HR RATED FIRE PARTITION (CORRIDORS) PER CBC 708 FIRE PARTITIONS 20 MIN OPENINGS PER TABLE 716.5 TRUE NORTH PLAN NORTH R No. F LICENSE STATE D O A RCHITECT C AL IFORNIA STEPHE WHITE RENEWAL DATE C-34829 N 08/31/27 SHEET TITLE PROJECT FACILITY FAC NO: BLDG NO: FLOOR LEV: SECTION: KP PROJ. NO. PERMIT NO. 555 W. Fifth Street Suite 2950 | Los Angeles, CA 90013 USA ARCHITECT CONSULTANT ARCHITECT SEAL CONSULTANT SEAL KAISER FOUNDATION HOSPITALS NATIONAL FACILITIES SERVICES 1800 HARRISON STREET OAKLAND, CALIFORNIA 94612 ISSUE / REVISION LOG NO. ISSUED DATE 0 5' 5 0 ' GR A P H I C S C A L E S : 1 / 1 6 " = 1 ' - 0 " 0 25 ' 1/ 8 " = 1 ' - 0 " 5' 0 12 ' 1/ 4 " = 1 ' - 0 " 1' 0 6' 1/ 2 " = 1 ' - 0 " 1' 0 2' 1- 1 / 2 " = 1 ' - 0 " 0 1' 3" = 1 ' - 0 " IF T H I S S H E E T I S N O T 30 " x 4 2 " , I T I S A R E D U C E D PR I N T - S C A L E AC C O R D I N G L Y AGENCY APPLICATION NUMBER AGENCY APPROVAL STAMP THIS DOCUMENT IS THE PROPERTY OF THE OWNER AND IS NOT TO BE USED WITHOUT OWNER'S WRITTEN PERMISSION. HZ PROJ. NO. www.huitt-zollars.com Phone 310.820.4600 | Fax 310.207.4215 C: \ U s e r s \ l r o b i n s o n \ O n e D r i v e - H u i t t - Z o l l a r s , I n c \ D o cu m e n t s \ R 3 1 4 4 1 2 . 3 5 K P H B M K P O J _ A 2 4 _ l r o b i n s o n L 2 M D X . r vt 1 1 / 3 / 2 0 2 5 3 : 4 4 : 4 8 P M SOCC 2022 R HBM 1st Fl KPOJ REMODEL A0-16 PLAN - DEMO ENLARGED RCP - 1ST FLR - PROVIDER ENCLAVE CA394-1 - CAP027721R314412.35 HARBOR/MacARTHUR MEDICAL OFF 3401 S. HARBOR BLVD. SANTA ANA, CALIFORNIA 92704 1/4" = 1'-0"PLAN - DEMO 1ST FLR - RCP 01 GENERAL NOTES SHEET KEYNOTES LEGEND KEYPLAN 1. U.N.O., ALL CEILING ASSEMBLIES, MOUNTED DEVICES AND FIXTURES ARE TO REMAIN. 2. U.N.O., ALL (E) CEILING MOUNTED ITEMS TO REMAIN. 3. U.N.O., RETURN ALL REMOVED LIGHTING FIXTURES TO OWNER. 4. U.N.O., ALL ITEMS ARE CONTRACTOR FURNISHED, CONTRACTOR INSTALLED (CFCI). 5. U.N.O., CONTRACTOR TO PATCH AND REPAIR (E) GYPSUM BOARD AND TILE CEILINGS AS NECESSARY TO MATCH EXISTING. 6. U.N.O., CEILINGS IN AREA OF WORK ARE NON-RATED 7. U.N.O., ALL (E) FIRE ALARM DEVICES TO REMAIN. TRUE NORTH PLAN NORTH NOT APPLICABLE CITY SUBMITTAL 11/03/2025 101125520, 20187249, 40140902 T STAIR 1 ELEVATOR 1 ELEVATOR 2 STAIR 4 STAIR 3 STAIR 2 UP UP UP UP UP T T T T TT T AREA OF WORK (E) PARTITION DEPARTMENT BOUNDRY (N) PARTITION 1'' 4'' 5'' 6'' 9'' 11'' 12'' 14'' BB'' Z'' X'' P'' Q'' V'' T'' S'' K'' H'' D'' B'' N'' 302926 33 34 36 39 41 45 46 49 53 54 57 C C N N T X Y Z BB CC EE GG HH JJ AA EE KK LL 20 17 1 5 1 2 1 2 01 A1-13 01 A1-14 1704 TEAM, MEETING AREA TEAMA 1704D OFFICE, GENERAL OGENL 1704B OFFICE, GENERAL OGENL 1617 EXAM ROOM EXROM 1616 EXAM ROOM EXROM 1614 EXAM ROOM EXROM 1612A HALLWAY HALLW 1620 TESTING ROOM, AUDIO TRAUD 1619 TOILET, PATIENT TLPAT 1615 EXAM ROOM EXROM 1708 EXAM ROOM EXROM 1502 RECEP 1702 SUB-WAITING WTAPT 1709 TLT STAFF TLSTF 1710 CLEAN UTILITY UTILC 1713 RADIOGRAPHY IGENL 1715 RADIOGRAPHY IGENL 1714 CONTROL CONTR 1718 DEXA SCAN IBONE 1711 DRESS DRSSB 1716 H/C DRESS DRSSH 1717 H/C TOILET TLGEN 1722 HC TOILET TLGEN 1719 STORAGE SGENL 1720 CONTROL CONTR 1721 FLUOROSCOPY IFLUO 1723 H/C DRESS DRSSH 1703 CORRIDOR CORRD 1601 HALLW 1727 OFFICE OGENL 1726 OFFICE OGENL 1725 OFFICE OGENL 1724 OFFICE OADMN 1639 OFFICE OGENL 1638 OFFICE OGENL 1637 OFFICE OGENL 17 STAIR STO3 1636 OFFICE OGEN2 1525 EVS EVSCL 1524 MANAGER OFFICE OADMIN1523 CT VIEWING OGENL 1522 CLEAN LINEN SLINC 1521 TOILET TLGEN 1518 H/C DRESS DRSSH 1519 DRESS DRESSB 1520 DRESS DRESSB 1301 VESTIBULE VESTI 1607 TELECOM EQRTR 1635 ULTRA SOUND 1608 MAMMOGRAPHY IMAMO 1635A ALCOVE, LINEN ALINS 1606 CORRIDOR CORRD 1625 H/C DRESS DRSSB 1626 DRESS DRSSB 1627 ADA DRESS DRSSA 1629 INTERVENTIONAL ULTRASOUND IUSND 1609 H/C TOILET TLGEN 1610 H/C TOILET TLGEN 1611 ULTRASOUND IUSND 1605 HALLW 1631 INTERVENTIONAL ULTRASOUND IUSND 109 CT SCAN ISCAN 110 CONTROL CONTR 1511 PREP UTILG 1516 COMPUTER WACMP 1512 VIEWING FVIEW 1510 FUTURE CT SCAN ISCAN 1513 PROCESSORS WACPR 1514 CONTROL CONTR 1505 CORRIDOR CORRD 1515 MRI EXAM IMRIM 1517 SOILED LINEN SLINS 1729 ADA DRESS DRSSA 1728 TLT STAFF TLSFT 1506 CORRIDOR CORRD 1507 CORRIDOR CORRD 1504 CORRIDOR CORRD 1600 CORRIDOR COORD 1602 CORRIDOR CORRD 1630 TOILET 18 HALLW 1633 MAMMOGRAPHY IMAMO 1624 INTERVENTIONAL ULTRASOUND IUSND 1613 MEDICATION PREPARATION ROOM MEDPR 1704C OFFICE, GENERAL OGENL 1704A OFFICE, GENERAL OGENL 1612C PROVIDER WORKSTATION WSPRO 1621 UTILITY, SOILED UTILS 1833 EXAM ROOM EXROM13 EXAM ROOM EXROM 14 EXAM ROOM EXROM 16 (E) EXAM ROOM EXROM 19 EXAM ROOM EXROM 1832 EXAM ROOM EXROM 1816 EXAM ROOM EXROM 1815 EXAM ROOM EXROM 21 (E) EXAM ROOM EXROM 22 (E) EXAM ROOM EXROM 23 (E) EXAM ROOM EXROM 24 PROVIDER CONSULT ROOM CONSULT 25 (E) EXAM ROOM EXROM 26 (E) EXAM ROOM EXROM 27 (E) EXAM ROOM EXROM 1831 SPECIAL NEEDS EXAM ROOM EXSNA 1827D MA STATION MASTA 1827B MA STATION MASTA 1827C MA STATION MASTA 1827A MA STATION MASTA 1822B MA STATION MASTA 1822A MA STATION MASTA 1825A MA STATION MASTA 1825B MA STATION MASTA 28 CLEAN UTILITY UTILC 1820 (E) SOILED UTILITY UTILS 1821 MEDICAL GAS STORAGE SMGAS 29 MINOR PROCEDURE ROOM PRMIN 1829 CHARGE NURSE RNSTA 1902 TOILET TLGEN 1828 MEDICATION PREP ROOM MEDPR 30 WAITING ROOM WTAGN 1834 SHARED PROVIDER OFFICE OSHAR 31 EQUIPMENT STORAGE AEQST 1830 WEIGH IN APTWT 1825C WHEELCHAIR WEIGH IN APTWT/WCH 1818 (E) TOILET TLPAT 1825D STORAGE ALCOVE AEQST 1824 HALLWAY HALLW 1823 HALLWAY HALLW 1825 HALLWAY HALLW 1827 HALLWAY HALLW 1826 HALLWAY HALLW 1822 HALLWAY HALLW 1817 (E) TOILET TLPAT 1819 MINOR PROCEDURE PRMIN 1823A STORAGE ALCOVE AEQST 1708 ELECTRICAL EQMEC 1200 WAITING WTAGN 1203 OFFICE OGENL 1771 TLT STAFF TLSTF 1205 LOUNGE LNGST 1202 RECEIVING RECVA 1201D WAITING WAGEN 1201C MEDS SMEDS KFHP 1100 ENTRY VESTIBULE 1101 LOBBY 103 BELOW STAIR 1117 SECURITY OFFICE OGENL 1116 TLT STAFF TLSTF 1119 VESTIBULE VESTI 1115 SUPPLY CLOSET SCLOS 1102 RECEPTION RECEP 32 STAIR STO4 1105 ACCESSIBLE TOILET RM TLPUB 1106 NON-ACCESSIBLE TOILET RM TLPUB 1104 VESTIBULE VESTI 1113 ELECTRICAL EQELC 1110 MATERIALS MGMT SSUPP 1109 ELEV EQUIP EQELV 1111 MECH EQMEC 1114 TELECOM EQRTR 104 ELEV 1 ELEVA 105 MECH SHAFT MSHFT 106 ELEV 2 ELEVA 1108 ELEV LOBBY VESEL 107 MECH SHAFT MSHFT 1500 WTAGN 1112 CORRIDOR CORRD 1201A DISPENSING WADIS 1201B COMPOUNDING CMPDN 1103 VESTIBULE VESTI 1107 PHONES ATELE 1908 DATA EQRTR 1909 BLOOD DRAW ROOM BLDRR 1910 BLOOD DRAW 1911 STAFF LOUNGE 1900 WAITING 1906 EVSRM 1904 TOILET 1907 SSUPP 1914 LBTRY 1905 TLPTS 1903 TLPTS 34 CORRIDOR 1118 CORRIDOR 1618 STORAGE, CLEAN SUPPLY SCLSU 1500A OFFICE, GENERAL OGENL 1612B GENERAL, WORKSTATIONS WSGEN 01 A1-17 URGENT CARE CENTRAL RECEPTION PHARMACY KAISER PERMANENTE ON THE JOB RADIOLOGY MATERIAL MANAGEMENT BLOOD DRAW STAFF LOUNGE 01 A1-18 1708 WORKSTATION, GENERAL WSGEN 1708B EXAM ROOM EXROM TRUE NORTH PLAN NORTH R No. F LICENSE STATE D O A RCHITECT C AL IFORNIA STEPHE WHITE RENEWAL DATE C-34829 N 08/31/27 SHEET TITLE PROJECT FACILITY FAC NO: BLDG NO: FLOOR LEV: SECTION: KP PROJ. NO. PERMIT NO. 555 W. Fifth Street Suite 2950 | Los Angeles, CA 90013 USA ARCHITECT CONSULTANT ARCHITECT SEAL CONSULTANT SEAL KAISER FOUNDATION HOSPITALS NATIONAL FACILITIES SERVICES 1800 HARRISON STREET OAKLAND, CALIFORNIA 94612 ISSUE / REVISION LOG NO. ISSUED DATE 0 5' 5 0 ' GR A P H I C S C A L E S : 1 / 1 6 " = 1 ' - 0 " 0 25 ' 1/ 8 " = 1 ' - 0 " 5' 0 12 ' 1/ 4 " = 1 ' - 0 " 1' 0 6' 1/ 2 " = 1 ' - 0 " 1' 0 2' 1- 1 / 2 " = 1 ' - 0 " 0 1' 3" = 1 ' - 0 " IF T H I S S H E E T I S N O T 30 " x 4 2 " , I T I S A R E D U C E D PR I N T - S C A L E AC C O R D I N G L Y AGENCY APPLICATION NUMBER AGENCY APPROVAL STAMP THIS DOCUMENT IS THE PROPERTY OF THE OWNER AND IS NOT TO BE USED WITHOUT OWNER'S WRITTEN PERMISSION. HZ PROJ. NO. www.huitt-zollars.com Phone 310.820.4600 | Fax 310.207.4215 C: \ U s e r s \ l r o b i n s o n \ O n e D r i v e - H u i t t - Z o l l a r s , I n c \ D o cu m e n t s \ R 3 1 4 4 1 2 . 3 5 K P H B M K P O J _ A 2 4 _ l r o b i n s o n L 2 M D X . r vt 1 1 / 3 / 2 0 2 5 3 : 4 4 : 5 7 P M SOCC 2022 R HBM 1st Fl KPOJ REMODEL A1-11 PLAN - REMODEL OVERALL - 1ST FLR CA394-1 - CAP027721R314412.35 HARBOR/MacARTHUR MEDICAL OFF 3401 S. HARBOR BLVD. SANTA ANA, CALIFORNIA 92704 GENERAL NOTES SHEET KEYNOTES LEGEND NOT APPLICABLE 1/16" = 1'-0"PLAN - REMODEL OVERALL 1ST FLR 01 KEYPLAN NOT APPLICABLE TRUE NORTH PLAN NORTH 1. ELECTRICAL ROOM SERVING AREA OF WORK 2. DATA ROOM SERVING AREA OF WORK CITY SUBMITTAL 11/03/2025 101125520, 20187249, 40140902 REX REX OS OS OS OS OS OS OS OS OS OS OS OS OS OS OS OS REX J GB GB GB GB GB STAIR 1 ELEVATOR 1 ELEVATOR 2 STAIR 4 STAIR 3 STAIR 2 ACPACPACPACPAC P MD MD MD MD REX REX OS OS OS RE X REX RE X (N) T-BAR CEILING AREA OF WORK (E) PARTITION DEPARTMENT BOUNDRY (N) PARTITION 2'' 4'' 5'' 6'' 9'' 11'' 12'' 14'' BB'' Z'' X'' P'' Q'' V'' T'' S'' K'' H'' D'' B'' L'' N'' 302926 33 34 36 39 41 45 46 49 53 54 57 C C N N T X Y Z BB CC EE GG HH JJ AA EE KK LL 20 17 16 1 5 1 2 01 A1-15 01 A1-16 1704 TEAM, MEETING AREA TEAMA 1704D OFFICE, GENERAL OGENL 1704B OFFICE, GENERAL OGENL 1617 EXAM ROOM EXROM 1616 EXAM ROOM EXROM 1614 EXAM ROOM EXROM 1612A HALLWAY HALLW 1620 TESTING ROOM, AUDIO TRAUD 1619 TOILET, PATIENT TLPAT 1615 EXAM ROOM EXROM 1708 EXAM ROOM EXROM 1502 RECEP 1702 SUB-WAITING WTAPT 1709 TLT STAFF TLSTF 1710 CLEAN UTILITY UTILC 1713 RADIOGRAPHY IGENL 1715 RADIOGRAPHY IGENL 1714 CONTROL CONTR 1718 DEXA SCAN IBONE 1711 DRESS DRSSB 1716 H/C DRESS DRSSH 1717 H/C TOILET TLGEN 1722 HC TOILET TLGEN 1719 STORAGE SGENL 1720 CONTROL CONTR 1721 FLUOROSCOPY IFLUO 1723 H/C DRESS DRSSH 1703 CORRIDOR CORRD 1601 HALLW 1727 OFFICE OGENL 1726 OFFICE OGENL 1725 OFFICE OGENL 1724 OFFICE OADMN 1639 OFFICE OGENL 1638 OFFICE OGENL 1637 OFFICE OGENL 17 STAIR STO3 1636 OFFICE OGEN2 1525 EVS EVSCL 1524 MANAGER OFFICE OADMIN1523 CT VIEWING OGENL 1522 CLEAN LINEN SLINC 1521 TOILET TLGEN 1518 H/C DRESS DRSSH 1519 DRESS DRESSB 1520 DRESS DRESSB 1301 VESTIBULE VESTI 1607 TELECOM EQRTR 1635 ULTRA SOUND 1608 MAMMOGRAPHY IMAMO 1635A ALCOVE, LINEN ALINS 1606 CORRIDOR CORRD 1625 H/C DRESS DRSSB 1626 DRESS DRSSB 1627 ADA DRESS DRSSA 1629 INTERVENTIONAL ULTRASOUND IUSND 1609 H/C TOILET TLGEN 1610 H/C TOILET TLGEN 1611 ULTRASOUND IUSND 1605 HALLW 1631 INTERVENTIONAL ULTRASOUND IUSND 109 CT SCAN ISCAN 110 CONTROL CONTR 1511 PREP UTILG 1516 COMPUTER WACMP 1512 VIEWING FVIEW 1510 FUTURE CT SCAN ISCAN 1513 PROCESSORS WACPR 1514 CONTROL CONTR 1505 CORRIDOR CORRD 1515 MRI EXAM IMRIM 1517 SOILED LINEN SLINS 1729 ADA DRESS DRSSA 1728 TLT STAFF TLSFT 1506 CORRIDOR CORRD 1507 CORRIDOR CORRD 1504 CORRIDOR CORRD 1600 CORRIDOR COORD 1602 CORRIDOR CORRD 1630 TOILET 18 HALLW 1633 MAMMOGRAPHY IMAMO 1624 INTERVENTIONAL ULTRASOUND IUSND 1613 MEDICATION PREPARATION ROOM MEDPR 1704C OFFICE, GENERAL OGENL 1704A OFFICE, GENERAL OGENL 1612C PROVIDER WORKSTATION WSPRO 1621 UTILITY, SOILED UTILS 1833 EXAM ROOM EXROM13 EXAM ROOM EXROM 14 EXAM ROOM EXROM 16 (E) EXAM ROOM EXROM 19 EXAM ROOM EXROM 1832 EXAM ROOM EXROM 1816 EXAM ROOM EXROM 1815 EXAM ROOM EXROM 21 (E) EXAM ROOM EXROM 22 (E) EXAM ROOM EXROM 23 (E) EXAM ROOM EXROM 24 PROVIDER CONSULT ROOM CONSULT 25 (E) EXAM ROOM EXROM 26 (E) EXAM ROOM EXROM 27 (E) EXAM ROOM EXROM 1831 SPECIAL NEEDS EXAM ROOM EXSNA 1827D MA STATION MASTA 1827B MA STATION MASTA 1827C MA STATION MASTA 1827A MA STATION MASTA 1822B MA STATION MASTA 1822A MA STATION MASTA 1825A MA STATION MASTA 1825B MA STATION MASTA 28 CLEAN UTILITY UTILC 1820 (E) SOILED UTILITY UTILS 1821 MEDICAL GAS STORAGE SMGAS 29 MINOR PROCEDURE ROOM PRMIN 1829 CHARGE NURSE RNSTA 1902 TOILET TLGEN 1828 MEDICATION PREP ROOM MEDPR 30 WAITING ROOM WTAGN 1834 SHARED PROVIDER OFFICE OSHAR 31 EQUIPMENT STORAGE AEQST 1830 WEIGH IN APTWT 1825C WHEELCHAIR WEIGH IN APTWT/WCH 1818 (E) TOILET TLPAT 1825D STORAGE ALCOVE AEQST 1824 HALLWAY HALLW 1823 HALLWAY HALLW 1825 HALLWAY HALLW 1827 HALLWAY HALLW 1826 HALLWAY HALLW 1822 HALLWAY HALLW 1817 (E) TOILET TLPAT 1819 MINOR PROCEDURE PRMIN 1823A STORAGE ALCOVE AEQST 1708 ELECTRICAL EQMEC 1200 WAITING WTAGN 1203 OFFICE OGENL 1771 TLT STAFF TLSTF 1205 LOUNGE LNGST1202 RECEIVING RECVA 1201D WAITING WAGEN 1201C MEDS SMEDS KFHP 1100 ENTRY VESTIBULE 1101 LOBBY 103 BELOW STAIR 1500A OFFICE, GENERAL OGENL 1117 SECURITY OFFICE OGENL 1116 TLT STAFF TLSTF 1119 VESTIBULE VESTI 1115 SUPPLY CLOSET SCLOS 1102 RECEPTION RECEP 32 STAIR STO4 1105 ACCESSIBLE TOILET RM TLPUB 1106 NON-ACCESSIBLE TOILET RM TLPUB 1104 VESTIBULE VESTI 1113 ELECTRICAL EQELC 1110 MATERIALS MGMT SSUPP 1109 ELEV EQUIP EQELV 1111 MECH EQMEC 1114 TELECOM EQRTR 104 ELEV 1 ELEVA 105 MECH SHAFT MSHFT 106 ELEV 2 ELEVA 1108 ELEV LOBBY VESEL 107 MECH SHAFT MSHFT 1500 WTAGN 1112 CORRIDOR CORRD 1201A DISPENSING WADIS 1201B COMPOUNDING CMPDN 1103 VESTIBULE VESTI 1107 PHONES ATELE 1908 DATA EQRTR 1909 BLOOD DRAW ROOM BLDRR 1910 BLOOD DRAW 1911 STAFF LOUNGE 1900 WAITING 1906 EVSRM 1904 TOILET 1907 SSUPP 1914 LBTRY 1905 TLPTS 1903 TLPTS 34 CORRIDOR 1118 CORRIDOR 1618 STORAGE, CLEAN SUPPLY SCLSU 1612B GENERAL, WORKSTATIONS WSGEN URGENT CARE CENTRAL RECEPTION PHARMACY KAISER PERMANENTE ON THE JOB RADIOLOGY MATERIAL MANAGEMENT BLOOD DRAW STAFF LOUNGE 1708B EXAM ROOM EXROM 1708 WORKSTATION, GENERAL WSGEN TRUE NORTH PLAN NORTH R No. F LICENSE STATE D O A RCHITECT C AL IFORNIA STEPHE WHITE RENEWAL DATE C-34829 N 08/31/27 SHEET TITLE PROJECT FACILITY FAC NO: BLDG NO: FLOOR LEV: SECTION: KP PROJ. NO. PERMIT NO. 555 W. Fifth Street Suite 2950 | Los Angeles, CA 90013 USA ARCHITECT CONSULTANT ARCHITECT SEAL CONSULTANT SEAL KAISER FOUNDATION HOSPITALS NATIONAL FACILITIES SERVICES 1800 HARRISON STREET OAKLAND, CALIFORNIA 94612 ISSUE / REVISION LOG NO. ISSUED DATE 0 5' 5 0 ' GR A P H I C S C A L E S : 1 / 1 6 " = 1 ' - 0 " 0 25 ' 1/ 8 " = 1 ' - 0 " 5' 0 12 ' 1/ 4 " = 1 ' - 0 " 1' 0 6' 1/ 2 " = 1 ' - 0 " 1' 0 2' 1- 1 / 2 " = 1 ' - 0 " 0 1' 3" = 1 ' - 0 " IF T H I S S H E E T I S N O T 30 " x 4 2 " , I T I S A R E D U C E D PR I N T - S C A L E AC C O R D I N G L Y AGENCY APPLICATION NUMBER AGENCY APPROVAL STAMP THIS DOCUMENT IS THE PROPERTY OF THE OWNER AND IS NOT TO BE USED WITHOUT OWNER'S WRITTEN PERMISSION. HZ PROJ. NO. www.huitt-zollars.com Phone 310.820.4600 | Fax 310.207.4215 C: \ U s e r s \ l r o b i n s o n \ O n e D r i v e - H u i t t - Z o l l a r s , I n c \ D o cu m e n t s \ R 3 1 4 4 1 2 . 3 5 K P H B M K P O J _ A 2 4 _ l r o b i n s o n L 2 M D X . r vt 1 1 / 3 / 2 0 2 5 3 : 4 5 : 0 5 P M SOCC 2022 R HBM 1st Fl KPOJ REMODEL A1-12 PLAN - REMODEL OVERALL RCP - 1ST FLR CA394-1 - CAP027721R314412.35 HARBOR/MacARTHUR MEDICAL OFF 3401 S. HARBOR BLVD. SANTA ANA, CALIFORNIA 92704 GENERAL NOTES SHEET KEYNOTES LEGEND NOT APPLICABLE 1/16" = 1'-0"REFLECTED CEILING PLAN - LEVEL 1 01 KEYPLAN NOT APPLICABLE TRUE NORTH PLAN NORTH 1. ELECTRICAL ROOM SERVING AREA OF WORK 2. DATA ROOM SERVING AREA OF WORK CITY SUBMITTAL 11/03/2025 101125520, 20187249, 40140902 CR SL ES CR CR CR PS PS CCCC PS CC ES CR T D D D D D D D D CR CR PS PS SL T T T T D SL D PS (E) NON-RATED PARTITION AREA OF WORK (N) NON-RATED PARTITION 1001A (N) DOOR TAG INSTALL (N) DOOR INSTALL (N) CARD READER (E) 1-HR RATED FIRE PART ITION (CORRIDORS) PER CBC 708 FIRE PARTITIONS 20 MIN OPENINGS PER TABLE 716.5 N 36 38 39 41 42 45 46 47 N T U Y BB L Q R M 16 17 EXAM ROOM EXROM 1616 EXAM ROOM EXROM 1614 EXAM ROOM EXROM 1612A HALLWAY H ALLW 1620 TESTING ROOM, AUDIO TRAUD 16 19 TOILET, PATIENT TLPAT 1615 EXAM ROOM EXROM 1601 HA LLW 15 21 TOILET TLGEN 16 35A ALCOVE, LINEN ALINS 1606 CORRIDOR CORR D 1625 H/C DRESS DR SSB 16 26 DRESS DRSSB 16 29 INTER VEN TIONAL ULTRASOU ND IUSND 1609 H/C TOILET TLGEN 16 10 H/C TOILET TLGEN 16 11 ULTRASOU ND IUSN D 16 31 INTERVENTIONAL ULTRASOU ND IUSN D 16 00 CORRIDOR COORD 16 02 CORRIDOR C ORR D 1630 TOILET 1624 INTERVENTIONAL ULTRASOU ND IUSN D 16 13 MEDICATION PREPARATION ROOM MEDPR 1612C PROVID ER WORKSTATION WSPRO 1621 UTILITY, SOILED UTILS 1618 STORAGE, CLEAN SUPPLY SCLSU 1 1 1 1 23 4 4 3 4 4 3 2 5 10 3 2 3 6 6 6 6 1613 1614 1615 1616 1617 1618 1619 1612B 1620 1621 1624 1612A 10 10 10 10 01 A4-01 1612B GENERAL, WORKSTATIONS WSGEN 11 12 13 11 11 11 8 8 8 8 VOID 14 15 168 8 17 1819 20 10 3 21 21 22 23 R No.No.No.No. FFFF LLLLIIIICCCCEEEENNNNSSSSEEEE SSSSTTTTAAAATTTTEEEE DDDD OOOO AAAA RRRRCCCCHHHHIIIITTTTEEEECCCCTTTT CCCC AAAALLLL IIIIFFFFOOOORRRRNNNNIIIIAAAA SSSSTTTTEEEEPPPPHHHHEEEE WWWWHHHHIIIITTTTEEEE R ENEWAL R ENEWAL R ENEWAL R ENEWAL D AT EDATEDATEDATE CCCC ----34829348293482934829 NNNN 08/31 /2708/31 /2708/31 /2708/31 /27 SHEET TITLE PROJECT FACILITY FAC NO:BLDG NO:FLOOR LEV:SECTION: KP PROJ. NO. PERMIT NO. 555 W. Fifth Street Suite 2950 | Los Angeles, CA 90013 USA ARCHITECT CONSULTANT ARCHITECT SEAL CONSULTANT SEAL KAISER FOUNDATION HOSPITAL S NATIONAL FACILITIES SERVICES 1800 HARRISON STREET OAKLAND, CALIFORNIA 94 612 ISSUE / REVISION LOG NO.ISSUED DATE 0 5' 50' GRAPHIC SCALES: 1/16" = 1'-0" 0 25' 1/8" = 1'-0" 5' 0 12' 1/4" = 1'-0" 1' 0 6' 1/2" = 1'-0" 1' 0 2' 1-1/2" = 1'-0" 0 1' 3" = 1'-0" IF THIS SHEET IS NOT 30"x42", IT IS A REDUCED PRINT - SCALE ACCORDINGLY AGENCY APPLICATION NUMBER AGENCY APPROVAL STAMP THIS DOCUMENT IS THE PROPERTY OF THE OWNER AND IS NOT TO BE USED WITHOUT OWNER'S WRITTEN PERMISSION. HZ PROJ. NO. www.huitt-zollars.com Phone 310.820.4600 | Fax 310.207.4215 C:\Users\lrobinson\OneDrive - Huitt-Zollars, Inc\Documents\R314412.35 KP HBM KPOJ_A24_lrobinsonL2MDX.rvt 1/6/2026 2:42:38 PM SOCC 2022 R HBM 1st Fl KPOJ REMODEL A1-13 PLAN -REMODEL ENLARGED -1ST FLR -CLINICAL AREA CA394-1 -2 CAP027721R314412.35 HARBOR/MacARTHUR MEDICAL OFF 3401 S. HARBOR BLVD. SANTA ANA, CALIFORNIA 92704 101125520, 20187249, 40140902 GENERAL NOTES SHEET KEYNOTES LEGEND KEYPLAN 1 INSTALL (N) CASEWORK 2 INSTALL (N) WALL-MOUNTED HAND WASH SINK. SEE PLUMBING DWGS. FOR ADDITIONAL INFO. 3 INSTALL (N) COUNTER, CASEWORK, AND NECESSARY FILLER PANELS. 4 INSTALL (N) FURNITURE SYSTEM PANEL - PROVIDED BY FURNITURE VENDOR 5 INSTALL (N) WALL-MOUNTED TOILET. SEE PLUMBING DWGS. FOR ADDITIONAL INFO. 6 INSTALL (N) SLIDING BARN DOOR. SEE DOOR SCHEDULE ON SHEET A6-01 7 INSTALL (N) COUNTER AND BASE CABINETS 8 EXTENT OF (N) FLOORING. SEE INTERIORS DWGS. FOR ADDITIONAL INFO. 9 INSTALL (N) SLIDING DOOR. SEE DOOR SCHEDULE ON SHEET A6-01 10 INSTALL (N) WALL-MOUNTED HAND WASH SINK IN CASEWORK. SEE PLUMBING DWGS. FOR ADDITIONAL INFO. 11 INSTALL (N) PRIVACY CURTAIN. SEE 14/A5-03 FOR DETAIL. 12 INSTALL (N) DRESSING ROOM BENCH. SEE 14/A5-05 FOR DETAIL. 13 REINSTALL (E) PRIVACY CURTAIN. SEE 14/A5-03 FOR DETAIL. 14 REINSTALL (E) RADIANT/HEALTHCONNECT PRINTER 15 REINSTALL (E) DEPARTMENT COPY/SCANNER/PRINTER/FAX MACHINE 16 REINSTALL (E) WORKSTATION - COMPUTER, TELEPHONE, & TASK CHAIR 17 REINSTALL (E) COAT HOOK 18 REINSTALL (E) NURSE CALL PULL CORD 19 REINSTALL (E) DRESSING ROOM SIGNAGE 20 REINSTALL (E) GRAB BAR 21 REINSTALL (E) NURSE CALL STATUS DISPLAY/ANNUNCIATOR. SEE ELECTRICAL DWGS FOR ADDITIONAL INFO 22 INSTALL (N) ELECTRICAL PANEL. SEE ELECTRICAL DWGS FOR ADDITIONAL INFO 23 REINSTALL (E) NURSE CALL STATION. SEE ELECTRICAL DWGS FOR ADDITIONAL INFO TRUE NORTH PLAN NORTH 1/4" = 1'-0"PLAN -REMODEL 1ST FLR_ENLARGED PLAN -KPOJ -CLINICAL AREA 01 NOT APPLICABLE CITY SUBMITTAL / BID SET 11/03/2025 1 CITY BACKCHECK #1 01/06/2026 101125520, 20187249, 40140902 SL F STAIR 2 UP CR CR CR CR T CC CC CC J D CR D CR T DD D CR 313027.82726 36 38 C F N A B D E G J K L Q R M 1704D OFFICE, GENERAL OGENL 1704B OFFICE, GENERAL OGENL 1617 EXAM ROOM EXROM 1702 SUB-WAITING WTAPT 1709 TLT STAFF TLSTF 1704C OFFICE, GENERAL OGENL 1203 OFFICE OGENL 1771 TLT STAFF TLSTF 1202 RECEIVING RECVA 1201D WAITING WAGEN 1704 TEAM, MEETING AREA TEAMA 1704A OFFICE, GENERAL OGENL 1205 LOUNGE LNGST 1704 1 2 1708B EXAM ROOM EXROM 1708 WORKSTATION, GENERAL WSGEN 1708 EXAM ROOM EXROM 1704D 1704C 1704B 1704A 3 3 3 3 1 (E) NON-RATED PARTITION AREA OF WORK (N) NON-RATED PARTITION 1001A (N) DOOR TAG INSTALL (N) DOOR INSTALL (N) CARD READER (E) 1-HR RATED FIRE PARTITION (CORRIDORS) PER CBC 708 FIRE PARTITIONS 20 MIN OPENINGS PER TABLE 716.5 TRUE NORTH PLAN NORTH R No. F LICENSE STATE D O A RCHITECT C AL IFORNIA STEPHE WHITE RENEWAL DATE C-34829 N 08/31/27 SHEET TITLE PROJECT FACILITY FAC NO: BLDG NO: FLOOR LEV: SECTION: KP PROJ. NO. PERMIT NO. 555 W. Fifth Street Suite 2950 | Los Angeles, CA 90013 USA ARCHITECT CONSULTANT ARCHITECT SEAL CONSULTANT SEAL KAISER FOUNDATION HOSPITALS NATIONAL FACILITIES SERVICES 1800 HARRISON STREET OAKLAND, CALIFORNIA 94612 ISSUE / REVISION LOG NO. ISSUED DATE 0 5' 5 0 ' GR A P H I C S C A L E S : 1 / 1 6 " = 1 ' - 0 " 0 25 ' 1/ 8 " = 1 ' - 0 " 5' 0 12 ' 1/ 4 " = 1 ' - 0 " 1' 0 6' 1/ 2 " = 1 ' - 0 " 1' 0 2' 1- 1 / 2 " = 1 ' - 0 " 0 1' 3" = 1 ' - 0 " IF T H I S S H E E T I S N O T 30 " x 4 2 " , I T I S A R E D U C E D PR I N T - S C A L E AC C O R D I N G L Y AGENCY APPLICATION NUMBER AGENCY APPROVAL STAMP THIS DOCUMENT IS THE PROPERTY OF THE OWNER AND IS NOT TO BE USED WITHOUT OWNER'S WRITTEN PERMISSION. HZ PROJ. NO. www.huitt-zollars.com Phone 310.820.4600 | Fax 310.207.4215 C: \ U s e r s \ l r o b i n s o n \ O n e D r i v e - H u i t t - Z o l l a r s , I n c \ D o cu m e n t s \ R 3 1 4 4 1 2 . 3 5 K P H B M K P O J _ A 2 4 _ l r o b i n s o n L 2 M D X . r vt 1 1 / 3 / 2 0 2 5 3 : 4 5 : 1 2 P M SOCC 2022 R HBM 1st Fl KPOJ REMODEL A1-14 PLAN - REMODEL ENLARGED - 1ST FLR - PROVIDER ENCLAVE CA394-1 - CAP027721R314412.35 HARBOR/MacARTHUR MEDICAL OFF 3401 S. HARBOR BLVD. SANTA ANA, CALIFORNIA 92704 1/4" = 1'-0"PLAN - REMODEL 1ST FLR_ENLARGED PLAN - PROVIDER ENCLAVE 01 GENERAL NOTES SHEET KEYNOTES KEYPLAN TRUE NORTH PLAN NORTH LEGEND NOT APPLICABLE 1 INSTALL (N) COUNTER AND BASE CABINETS 2 EXTENT OF (N) FLOORING. SEE INTERIORS DWGS. FOR ADDITIONAL INFO. 3 INSTALL (N) SLIDING DOOR. SEE DOOR SCHEDULE ON SHEET A6-01 CITY SUBMITTAL 11/03/2025 101125520, 20187249, 40140902 C OS SD ST SL C SL MD CCMDCC CC MD SL SD SD SD SDSL C ST REX REX C C C C C SD C C OS OS OS OS OS OS OS OS (E) NON-RATED PARTITION AREA OF WORK (N) NON-RATED PARTITION +1'-0"AFF CEILING HEIGHT T AG INSTALL (N) DIFFUSERS / GRILLES. REFER TO MECHANICAL DRAWINGS INSTALL (N) RECESSED LIGHT FIXTURE. REF ER TO ELECTRICAL DRAWINGS INSTALL (N) RECESSED SPEAKER INSTALL (N) SPRINKLER (DEFERRED APPROVAL) INSTALL (N) SMOKE DET ECTOR (DEFERRED APPROVAL) INSTALL (N) FIRE ALARM DEVICE (DEFERRED APPROVAL) INSTALL (N) EXIT SIGN INSTALL (N) ACOUSTICAL CEILING TILES AND 2x2 T-BAR CEILING INSTALL (N) OCCUPANCY SENSOR INSTALL (N) PRIVACY CURT AIN INSTALL (N) WIRELESS ACCESS POINT INSTALL (N) SPEAKER INSTALL (N) SMOKE DETECTOR (DEFERRED APPROVAL 1) INSTALL (N) CEILING MOUNT ED VISUAL ALARM (DEFERRED APPROVAL 1) INSTALL (N) WALL MOUNTED VISUAL ALARM (DEFERRED APPROVAL 1) INSTALL (N) CEILING MOUNTED COMBINATION AUDIO HORN & VISUAL ALARM (DEFERRED APPROVAL 1) (E) 1-HR RATED FIRE PARTITION (CORRIDORS) PER CBC 708 FIRE PARTITIONS 20 MIN OPENINGS PER TABLE 716.5 N 36 38 39 41 42 45 46 47 N T U X Y Z BB L Q R M 1617 EXAM ROOM EXROM 1616 EXAM ROOM EXROM 1614 EXAM ROOM EXROM 1612A HALLWAY H ALLW 1620 TESTING ROOM, AU DIO TR AUD 1619 TOILET, PATIENT TLPAT 1615 EXAM ROOM EXROM 1601 HALLW 1521 TOILET TLGEN 1635A ALCOVE, LINEN ALINS 1606 CORRIDOR C ORR D 1625 H/C DRESS DRSSB 1626 DRESS DRSSB 1629 INTERVENTIONAL ULTRASOU ND IUSND 1609 H/C TOILET TLGEN 1610 H/C TOILET TLGEN1611 ULTR ASOUND IUSND 1631 INTER VEN TIONAL ULTRASOUND IUSND 1600 CORRIDOR COORD 1602 CORRIDOR C ORR D 1630 TOILET 1624 INTER VEN TIONAL ULTRASOUND IUSND 1613 MEDICATION PREPARATION ROOM MEDPR 1612C PROVIDER WORKSTATION WSPR O 1621 UTILITY, SOILED UTILS 1618 STORAGE, CLEA N SUPPLY SCLSU (E) +7' -11 1/4"AFF +9' -0"AFF +9' -0"AFF +9' -0"AFF +9' -0"AFF +9' -0"AFF +9' -0"AFF +8' -0"AFF +8' -0"AFF +9' -0"AFF +9' -0"AFF +9' -0"AFF +9' -0"AFF 1612B GENERAL, WORKSTATIONS WSGEN (E) +9' -0"AFF 1 EQ EQ EQ EQ 2 2 (E) +9' -0"AFF (E) +9' -0"AFF R No.No.No.No. FFFF LLLLIIIICCCCEEEENNNNSSSSEEEE SSSSTTTTAAAATTTTEEEE DDDD OOOO AAAA RRRRCCCCHHHHIIIITTTTEEEECCCCTTTT CCCC AAAALLLL IIIIFFFFOOOORRRRNNNNIIIIAAAA SSSSTTTTEEEEPPPPHHHHEEEE WWWWHHHHIIIITTTTEEEE R ENEWAL R ENEWAL R ENEWAL R ENEWAL D AT EDATEDATEDATE CCCC ----34829348293482934829 NNNN 08/31 /2708/31 /2708/31 /2708/31 /27 SHEET T ITLE PROJECT FACILITY FAC NO:BLDG NO:FLOOR LEV:SECTION: KP PROJ. NO. PERMIT NO. 555 W. Fifth Street Suite 2950 | Los Angeles, CA 90013 USA ARCHITECT CONSULTANT ARCHIT ECT SEAL CONSULTANT SEAL KAISER FOUNDATION HOSPITAL S NATIONAL FACILITIES SERVICES 1800 HARRISON STREET OAKLAND, CALIFORNIA 94 612 ISSUE / REVISION LOG NO.ISSUED DATE 0 5' 50' GRAPHIC SCALES: 1/16" = 1'-0" 0 25' 1/8" = 1'-0" 5' 0 12' 1/4" = 1'-0" 1' 0 6' 1/2" = 1'-0" 1' 0 2' 1-1/2" = 1'-0" 0 1' 3" = 1'-0" IF THIS SHEET IS NOT 30"x42", IT IS A REDUCED PRINT - SCALE ACCORDINGLY AGENCY APPLICATION NUMBER AGENCY APPROVAL STAMP THIS DOCUMENT IS THE PROPERTY OF THE OWNER AND IS NOT TO BE USED WITHOUT OWNER'S WRITTEN PERMISSION. HZ PROJ. NO. www.huitt-zollars.com Phone 310.820.4600 | Fax 310.207.4215 C:\Users\lrobinson\OneDrive - Huitt-Zollars, Inc\Documents\R314412.35 KP HBM KPOJ_A24_lrobinsonL2MDX.rvt 1/6/2026 2:42:40 PM SOCC 2022 R HBM 1st Fl KPOJ REMODEL A1-15 PLAN -REMODEL ENLARGED RCP - 1ST FLR -CLINICAL AREA CA394-1 - CAP027721R314412.35 HARBOR/MacARTHUR MEDICAL OFF 3401 S. HARBOR BLVD. SANTA ANA, CALIFORNIA 92704 101125520, 20187249, 40140902 GENERAL NOTES SHEET KEYNOTES KEYPLAN 1. SEE 01 & 02/A5 -03 FOR ADDITIONAL SUSPENDED CEILI NG NOT ES AND INFORMAT ION. TRUE NORTH PLAN NORTH 1/4" = 1'-0"PLAN -REMODEL 1ST FLR -RCP -CLINICAL AREA 01 LEGEND CITY SUBMITTAL / BID SET 11/03/2025 1 CITY BACKCHECK #1 01/06/2026 1 REINSTALL (E) WIRELESS ACCESS POINT 2 REINSTALL (E) NURSE CALL LIGHT. SEE ELECTRICAL DWGS FOR ADDITIONAL INFO 101125520, 20187249, 40140902 SL UP CC CC CC OS SD REX OS C OS SD ST SL C 313027.82726 33 34 36 38 C F N A B D E G J K L Q R M 1704 TEAM, MEETING AREA TEAMA 1704D OFFICE, GENERAL OGENL 1704B OFFICE, GENERAL OGENL 1708 EXAM ROOM EXROM 1702 SUB-WAITING WTAPT 1709 TLT STAFF TLSTF 1704C OFFICE, GENERAL OGENL 1704A OFFICE, GENERAL OGENL 1771 TLT STAFF TLSTF 1205 LOUNGE LNGST 1202 RECEIVING RECVA 1201D WAITING WAGEN +9' -0"AFF 1708B EXAM ROOM EXROM 1708 WORK STATION, GENERA L WSGEN (E) +9' -0"AFF (E) +9' -0"AFF (E) +9' -0"AFF (E) +9' -0"AFF (E) NON-RAT ED PARTIT ION AREA OF WORK (N) NON-RATED PARTITION +1'-0"AFF CEILING HEIGHT TAG INSTALL (N) DIFFUSERS / GRILLES. REFER TO MECHANICAL DRAWINGS INSTALL (N) RECESSED LIGHT FIXTURE. REFER TO ELECTRICAL DRAWINGS INSTALL (N) RECESSED SPEAKER INSTALL (N) SPRINKLER (DEFERRED APPROVAL) INSTALL (N) SMOKE DETECTOR (DEFERRED APPROVAL) INSTALL (N) FIRE ALARM DEVICE (DEFERRED APPROVAL) INSTALL (N) EXIT SIGN INSTALL (N) ACOUST ICAL CEILING TILES AND 2x2 T-BAR CEILING INSTALL (N) OCCUPANCY SENSOR INSTALL (N) PRIVACY CURTAIN INSTALL (N) WIRELESS ACCESS POINT INSTALL (N) SPEAKER INSTALL (N) SMOKE DET ECTOR (DEFERRED APPROVAL 1) INSTALL (N) CEILING MOUNTED VISUAL ALARM (DEFERRED APPROVAL 1) INSTALL (N) WALL MOUNTED VISUAL ALARM (DEFERRED APPROVAL 1) INSTALL (N) CEILING MOUNTED COMBINATION AUDIO HORN & VISUAL ALARM (DEFERRED APPROVAL 1) (E) 1-HR RATED FIRE PARTITION (CORRIDORS) PER CBC 708 FIRE PARTITIONS 20 MIN OPENINGS PER TABLE 716.5 TRUE NORTH PLAN NORTH R No.No.No.No. FFFF LLLLIIIICCCCEEEENNNNSSSSEEEE SSSSTTTTAAAATTTTEEEE DDDD OOOO AAAA RRRRCCCCHHHHIIIITTTTEEEECCCCTTTT CCCC AAAALLLL IIIIFFFFOOOORRRRNNNNIIIIAAAA SSSSTTTTEEEEPPPPHHHHEEEE WWWWHHHHIIIITTTTEEEE R ENEWAL R ENEWAL R ENEWAL R ENEWAL D AT EDATEDATEDATE CCCC ----34829348293482934829 NNNN 08/31 /2708/31 /2708/31 /2708/31 /27 SHEET T ITLE PROJECT FACILITY FAC NO:BLDG NO:FLOOR LEV:SECTION: KP PROJ. NO. PERMIT NO. 555 W. Fifth Street Suite 2950 | Los Angeles, CA 90013 USA ARCHITECT CONSULTANT ARCHIT ECT SEAL CONSULTANT SEAL KAISER FOUNDATION HOSPITAL S NATIONAL FACILITIES SERVICES 1800 HARRISON STREET OAKLAND, CALIFORNIA 94 612 ISSUE / REVISION LOG NO.ISSUED DATE 0 5' 50' GRAPHIC SCALES: 1/16" = 1'-0" 0 25' 1/8" = 1'-0" 5' 0 12' 1/4" = 1'-0" 1' 0 6' 1/2" = 1'-0" 1' 0 2' 1-1/2" = 1'-0" 0 1' 3" = 1'-0" IF THIS SHEET IS NOT 30"x42", IT IS A REDUCED PRINT - SCALE ACCORDINGLY AGENCY APPLICATION NUMBER AGENCY APPROVAL STAMP THIS DOCUMENT IS THE PROPERTY OF THE OWNER AND IS NOT TO BE USED WITHOUT OWNER'S WRITTEN PERMISSION. HZ PROJ. NO. www.huitt-zollars.com Phone 310.820.4600 | Fax 310.207.4215 C:\Users\lrobinson\OneDrive - Huitt-Zollars, Inc\Documents\R314412.35 KP HBM KPOJ_A24_lrobinsonL2MDX.rvt 1/6/2026 2:42:41 PM SOCC 2022 R HBM 1st Fl KPOJ REMODEL A1-16 PLAN -REMODEL ENLARGED RCP - 1ST FLR -PROVIDER ENCLAVE CA394-1 - CAP027721R314412.35 HARBOR/MacARTHUR MEDICAL OFF 3401 S. HARBOR BLVD. SANTA ANA, CALIFORNIA 92704 101125520, 20187249, 40140902 1/4" = 1'-0"PLAN -REMODEL 1ST FLR -RCP 01 TR UE NOR TH PLAN NORTH GENERAL NOTES SHEET KEYNOTES KEYPLAN 1. SEE 01 & 02/A5 -03 FOR ADDITIONAL SUSPENDED CEILING NOTES AND INFORMATION. NOT APPLICABLE LEGEND CITY SUBMITTAL / BID SET 11/03/2025 1 CITY BACKCHECK #1 01/06/2026 101125520, 20187249, 40140902 N 36 38 39 41 42 45 46 47 N T U Y BB L Q R M 05/ A2-02 03/ A2-02 08/ A2-02 18/ A2-02 13/ A2-02 17/ A4-01 07/ A4-01 02/ A4-01 12/ A4-01 22/ A2-02 02/ A2-02 12/ A2-02 07/ A2-02 01/ A2-02 21/ A2-02 11/ A2-02 06/ A2-02 04/ A2-01 24/ A2-01 23/ A2-01 22/ A2-01 21/ A2-01 01/ A2-01 11/ A2-01 12/ A2-01 02/ A2-01 07/ A2-01 08/ A2-01 13/ A2-01 03/ A2-01 14/ A2-01 09/ A2-01 04/ A2-03 18/ A2-03 07/ A2-03 08/ A2-03 02/ A2-03 03/ A2-03 01/ A2-03 11/ A2-03 16/ A2-03 06/ A2-03 06/ A2-01 04/ A2-02 24/ A2-02 14/ A2-02 09/ A2-02 109 SF 1617 EXAM ROOM EXROM 1616 EXAM ROOM EXROM 1614 EXAM ROOM EXROM 1612A HALLWAY HALLW 1620 TESTING ROOM, AUDIO TRAUD 1619 TOILET, PATIENT TLPAT 1615 EXAM ROOM EXROM 1601 HA LLW 1521 TOILET TLGEN 1635A ALCOVE, LINEN ALINS 1606 CORRIDOR CORRD 1625 H/C DR ESS DR SSB 1626 DRESS DRSSB 1629 INTER VEN TION AL ULTRASOUND IUSN D 1609 H/C TOILET TLGEN 1610 H/C TOILET TLGEN 1611 ULTRASOUND IUSN D 1631 INTER VENTIONAL ULTRASOUND IUSND 1600 CORRIDOR COORD 1602 CORRIDOR CORRD 1630 TOILET 1624 INTER VEN TIONAL ULTRASOUND IUSN D 1613 MEDICATION PREPARATION ROOM MEDPR 1612C PROVID ER WORKSTATION WSPRO 1621 UTILITY, SOILED UTILS1618 STORAGE, CLEAN SUPPLY SCLSU 9' - 9" 9' - 9" 9' - 9 1/8" 9' - 8" 7' - 2 3/8" B4 - B4 - B4S - B4S - B6S - B4S - B4 - B4 - C2 - C2 - A4S - C2 - C2 - A4S - A4S - A4S - B4 - B4 - B4 - C2 - C2 - B4 - C2 - A6 - A4 - B4 - 11' - 11" 11' - 8 1/4" 5' - 0" 9' - 3 3/4" 9' - 3 3/4" 9' - 1 7/8" 9' - 2 3/4" 7' - 2 3/8" 7' - 5 1/4" 8' - 4 1/4" 11' - 7" 16' - 10" 10' - 11 1/2" 12' - 0 3/4" A4 1 1612B GENERAL, WORKSTATIONS WSGEN 05/ A2-03 15/ A2-03 01/ A2-04 25/ A2-02 ALIGN ALIGN ALIGN B4 - A4 - 7' - 10 3/4" 5' - 0" ALIGNALIGN 1 1 1 MIN. 1' - 6" ALIGN 7' - 1 1/2" 3' - 3 1/2" 7' - 0" 4" C2 - C2 - C1 - E2 1 A4 1 20/ A2-03 06/ A2-04 11/ A2-04 2' - 1" 2' - 6" A6S - PARTITION TYPE TAG MODIFIER (ADDITIONAL DESIGNATIONS) 'X'-INDICATES ADDITIONAL LAYER 5/8" GYP. BD. ON ONE SIDE 'S'-INDICATES ACCOUSTICAL INSULATION IN STUD SPACE FULL HEIGHT. 'L'-INDICATES LEAD SHIELDING REQUIREMENT WITH THICKNESS PER PHYSICIST REPORT STUD SIZE PARTITION TYPE HOURLY FIRE RATING (A DASH (-) INDICATES A NON -RATED PARTITION.) 1 A4L SEE SHEET A5 -01 FOR PARTITION DETAILS (E) NON -RAT ED PARTIT ION AREA OF WORK (N) NON-RATED PARTITION (E) 1-HR RATED FIRE PART ITION (CORRIDORS) PER CBC 708 FIRE PARTITIONS 20 MIN OPENINGS PER TABLE 716.5 R No.No.No.No. FFFF LLLLIIIICCCCEEEENNNNSSSSEEEE SSSSTTTTAAAATTTTEEEE DDDD OOOO AAAA RRRRCCCCHHHHIIIITTTTEEEECCCCTTTT CCCC AAAALLLL IIIIFFFFOOOORRRRNNNNIIIIAAAA SSSSTTTTEEEEPPPPHHHHEEEE WWWWHHHHIIIITTTTEEEE R ENEWAL R ENEWAL R ENEWAL R ENEWAL D AT EDATEDATEDATE CCCC ----34829348293482934829 NNNN 08/31 /2708/31 /2708/31 /2708/31 /27 SHEET TITLE PROJECT FACILITY FAC NO:BLDG NO:FLOOR LEV:SECTION: KP PROJ. NO. PERMIT NO. 555 W. Fift h Street Suite 2950 | Los Angeles, CA 90013 USA ARCHITECT CONSULTANT ARCHITECT SEAL CONSULTANT SEAL KAISER FOUNDATION HOSPITALS NATION AL FACILITIES SERVICES 1800 HARRISON STREET OAKLAND, CALIFORNIA 94612 ISSUE / REVISION LOG NO.ISSUED DATE 0 5' 50' GRAPHIC SCALES: 1/16" = 1'-0" 0 25' 1/8" = 1'-0" 5' 0 12' 1/4" = 1'-0" 1' 0 6' 1/2" = 1'-0" 1' 0 2' 1-1/2" = 1'-0" 0 1' 3" = 1'-0" IF THIS SHEET IS NOT 30"x42", IT IS A REDUCED PRINT - SCALE ACCORDINGLY AGENCY APPLICATION NUMBER AGENCY APPROVAL STAMP THIS DOCUMENT IS THE PROPERTY OF THE OWNER AND IS NOT TO BE USED WITHOUT OWNER'S WRITTEN PERMISSION. HZ PROJ. NO. www.huitt-zollars.com Phone 310.820.4600 | Fax 310.207.4215 C:\Users\lrobinson\OneDrive - Huitt-Zollars, Inc\Documents\R314412.35 KP HBM KPOJ_A24_lrobinsonL2MDX.rvt 1/6/2026 2:42:42 PM SOCC 2022 R HBM 1st Fl KPOJ REMODEL A1-17 PLAN -DIMENSIONS & PARTITION TYPE -1ST FLR -CLINICAL AREA CA394-1 - CAP027721R314412.35 HARBOR/MacARTHUR MEDICAL OFF 3401 S. HARBOR BLVD. SANTA ANA, CALIFORNIA 92704 101125520, 20187249, 40140902 GENERAL NOTES SHEET KEYNOTES LEGEND KEYPLAN TR UE NOR TH PLAN NORTH 1/4" = 1'-0"PLAN -REMODEL 1ST FLR_ENLARGED PLAN -KPOJ -CLINICAL AREA -WALL TYPE & DIM 01 NOT APPLICABLE 1 LOCATE (N) WALL AS TIGHT TO (E) COLUMN AS POSSIBLE CITY SUBMITTAL / BID SET 11/03/2025 1 CITY BACKCHECK #1 01/06/2026 101125520, 20187249, 40140902 SL F STAIR 2 UP CR CR CR CR T CC CC CC CR CR T PARTITION TYPE TAG MODIFIER (ADDITIONAL DESIGNATIONS) 'X'-INDICATES ADDITIONAL LAYER 5/8" GYP. BD. ON ONE SIDE 'S'-INDICATES ACCOUSTICAL INSULATION IN STUD SPACE FULL HEIGHT. 'L'-INDICATES LEAD SHIELDING REQUIREMENT WITH THICKNESS PER PHYSICIST REPORT STUD SIZE PARTITION TYPE HOURLY FIRE RATING (A DASH (-) INDICATES A NON-RATED PARTITION.) 1 A4L SEE SHEET A5-01 FOR PARTITION DETAILS 313027.82726 36 38 C F N A B D E G J K L Q R M 02/ A2-06 06/ A2-06 18 / A 2 -06 03 / A 2 -06 08 / A 2 -06 14/ A2-05 09 / A 2 -05 19 / A 2 -05 04/ A2-05 03/ A2-05 02/ A2-05 12/ A2-0513/ A2-05 08 / A 2 -05 07 / A 2 -05 17 / A 2 -05 18 / A 2 -05 16 / A 2 -05 06 / A 2 -05 01/ A2-05 11/ A2-05 1704D OFFICE, GENERAL OGENL 1704B OFFICE, GENERAL OGENL 1708 EXAM ROOM EXROM 1702 SUB-WAITING WTAPT 1709 TLT STAFF TLSTF 1704C OFFICE, GENERAL OGENL 1203 OFFICE OGENL 1771 TLT STAFF TLSTF 1202 RECEIVING RECVA 1201D WAITING WAGEN 1704 TEAM, MEETING AREA TEAMA 1704A OFFICE, GENERAL OGENL 1205 LOUNGE LNGST C3 - B6S - C4 - A4 1 ALIGN ALIGN 1708B EXAM ROOM EXROM 1708 WORKSTATION, GENERAL WSGEN C3 - B3S - B3S - B3S - 8' - 0 " 7' - 1 7 / 8 " 7' - 0 1/2"7' - 0 1/2"6' - 11 7/8"7' - 9 1/2" 01/ A2-06 16/ A2-06 13 / A 2 -06 B3S - TRUE NORTH PLAN NORTH (E) NON-RATED PARTITION AREA OF WORK (N) NON-RATED PARTITION (E) 1-HR RATED FIRE PARTITION (CORRIDORS) PER CBC 708 FIRE PARTITIONS 20 MIN OPENINGS PER TABLE 716.5 R No. F LICENSE STATE D O A RCHITECT C AL IFORNIA STEPHE WHITE RENEWAL DATE C-34829 N 08/31/27 SHEET TITLE PROJECT FACILITY FAC NO: BLDG NO: FLOOR LEV: SECTION: KP PROJ. NO. PERMIT NO. 555 W. Fifth Street Suite 2950 | Los Angeles, CA 90013 USA ARCHITECT CONSULTANT ARCHITECT SEAL CONSULTANT SEAL KAISER FOUNDATION HOSPITALS NATIONAL FACILITIES SERVICES 1800 HARRISON STREET OAKLAND, CALIFORNIA 94612 ISSUE / REVISION LOG NO. ISSUED DATE 0 5' 5 0 ' GR A P H I C S C A L E S : 1 / 1 6 " = 1 ' - 0 " 0 25 ' 1/ 8 " = 1 ' - 0 " 5' 0 12 ' 1/ 4 " = 1 ' - 0 " 1' 0 6' 1/ 2 " = 1 ' - 0 " 1' 0 2' 1- 1 / 2 " = 1 ' - 0 " 0 1' 3" = 1 ' - 0 " IF T H I S S H E E T I S N O T 30 " x 4 2 " , I T I S A R E D U C E D PR I N T - S C A L E AC C O R D I N G L Y AGENCY APPLICATION NUMBER AGENCY APPROVAL STAMP THIS DOCUMENT IS THE PROPERTY OF THE OWNER AND IS NOT TO BE USED WITHOUT OWNER'S WRITTEN PERMISSION. HZ PROJ. NO. www.huitt-zollars.com Phone 310.820.4600 | Fax 310.207.4215 C: \ U s e r s \ l r o b i n s o n \ O n e D r i v e - H u i t t - Z o l l a r s , I n c \ D o cu m e n t s \ R 3 1 4 4 1 2 . 3 5 K P H B M K P O J _ A 2 4 _ l r o b i n s o n L 2 M D X . r vt 1 1 / 3 / 2 0 2 5 3 : 4 5 : 2 2 P M SOCC 2022 R HBM 1st Fl KPOJ REMODEL A1-18 PLAN - DIMENSIONS & PARTITION TYPE - 1ST FLR - PROVIDER ENCLAVE CA394-1 - - - CAP027721R314412.35 HARBOR/MacARTHUR MEDICAL OFF 3401 S. HARBOR BLVD. SANTA ANA, CALIFORNIA 92704 GENERAL NOTES SHEET KEYNOTES LEGEND KEYPLAN TRUE NORTH PLAN NORTH 1/4" = 1'-0"PLAN - REMODEL 1ST FLR_ENLARGED PLAN - PROVIDER ENCLAVE WALL - TYPE & DIM 01 NOT APPLICABLE NOT APPLICABLE CITY SUBMITTAL 11/03/2025 101125520, 20187249, 40140902 EA OSA EA OSA SD FROMBOILER TOBOILER FROMSYSTEM TOSYSTEM 60 GALS. BUFFERTANK GAUGE SENSORWELL DRAIN 1 82T-184T1 82T-184T EA OSA 2 13 T- 21 5T 2 13 T- 21 5T EA OSA 2 13 T- 21 5 T 2 13 T- 21 5 T 31302726 33 34 36 39 41 42 45 46 47 49 52 53 54 56 57 C N T X Y Z BB CC DD EE FF GG HH JJ A E J K L Q R 1 3 1 / 4 " 8" 08 A5-04 11 A5-04 AREA OF WORK TRUE NORTH PLAN NORTH R No. F LICENSE STATE D O A RCHITECT C AL IFORNIA STEPHE WHITE RENEWAL DATE C-34829 N 08/31/27 SHEET TITLE PROJECT FACILITY FAC NO: BLDG NO: FLOOR LEV: SECTION: KP PROJ. NO. PERMIT NO. 555 W. Fifth Street Suite 2950 | Los Angeles, CA 90013 USA ARCHITECT CONSULTANT ARCHITECT SEAL CONSULTANT SEAL KAISER FOUNDATION HOSPITALS NATIONAL FACILITIES SERVICES 1800 HARRISON STREET OAKLAND, CALIFORNIA 94612 ISSUE / REVISION LOG NO. ISSUED DATE 0 5' 5 0 ' GR A P H I C S C A L E S : 1 / 1 6 " = 1 ' - 0 " 0 25 ' 1/ 8 " = 1 ' - 0 " 5' 0 12 ' 1/ 4 " = 1 ' - 0 " 1' 0 6' 1/ 2 " = 1 ' - 0 " 1' 0 2' 1- 1 / 2 " = 1 ' - 0 " 0 1' 3" = 1 ' - 0 " IF T H I S S H E E T I S N O T 30 " x 4 2 " , I T I S A R E D U C E D PR I N T - S C A L E AC C O R D I N G L Y AGENCY APPLICATION NUMBER AGENCY APPROVAL STAMP THIS DOCUMENT IS THE PROPERTY OF THE OWNER AND IS NOT TO BE USED WITHOUT OWNER'S WRITTEN PERMISSION. HZ PROJ. NO. www.huitt-zollars.com Phone 310.820.4600 | Fax 310.207.4215 C: \ U s e r s \ l r o b i n s o n \ O n e D r i v e - H u i t t - Z o l l a r s , I n c \ D o cu m e n t s \ R 3 1 4 4 1 2 . 3 5 K P H B M K P O J _ A 2 4 _ l r o b i n s o n L 2 M D X . r vt 1 1 / 3 / 2 0 2 5 3 : 4 5 : 2 5 P M SOCC 2022 R HBM 1st Fl KPOJ REMODEL A1-41 PLAN - REMODEL - ROOF CA394-1 - CAP027721R314412.35 HARBOR/MacARTHUR MEDICAL OFF 3401 S. HARBOR BLVD. SANTA ANA, CALIFORNIA 92704 1/16" = 1'-0"PLAN - REMODEL - ROOF 01 GENERAL NOTES SHEET KEYNOTES LEGEND KEYPLAN 1 (N) EXTERIOR CONDENSING UNIT ON (E) EQUIPMENT PAD. SEE SHEET A5-04 FOR ROOF DETAILS. SEE MECHANICAL DRAWINGS FOR ADDITIONAL INFORMATION NOT APPLICABLE CITY SUBMITTAL 11/03/2025 101125520, 20187249, 40140902 CATR 278 DG 8"6" EQEQ 8 58 " 2 1/2"2 1/2" 6" 10 " 6" 47 " 5' - 6" 2222 23 24 25 26 26 24"24" 2" 43 " STMA 201 3 4' - 0"2' - 7"4" 1 8 4' - 0"2' - 4"1' - 4" DIGL 211 COSH 518 RAIE 218DISP 501 OTOP 207 MOBP 250 MOMO 501MOMO 227 1616 SD 3 6 3' - 2" 8"1' - 3"1' - 6" 1 8 16 A5-05 MR PTDC-46B LIEX 281 8 3' - 5" DG CATR 278 EQEQ 8"6" 8 2 1/2"2 1/2" 58 " 6" 10 " 6" 47 " 5' - 6" 2222 23 24 25 26 26 24"24" 2" 43 " STMA 201 3 4' - 0"2' - 7"4" 1 8 4' - 0"2' - 4"1' - 4" DIGL 211 COSH 518 RAIE 218DISP 501 OTOP 207 MOBP 250 MOMO 501MOMO 227 1615 SD 3 6 3' - 2" 7"1' - 2"1' - 6" 1 8 16 A5-05 MR PTD 29 C-46B 8 3' - 5" CATR 278 DG EQ EQ 8"6" 8 58 " 2 1/2"2 1/2" 6" 10 " 6" 47 " 5' - 6" 2222 23 24 25 26 26 24"24" 2" 43 " 3 4' - 3"2' - 7"4" 4' - 3"2' - 4"1' - 4" STMA 201 1 8 DISP 501 OTOP 207 RAIE 218 MOBP 250 MOMO 227 MOMO 501 COSH 518DIGL 211 1614 SD 3 6 8"1' - 2"1' - 6" 3' - 2" 1 8 16 A5-05 MR PTD C-46B 8 3' - 7" 3' - 8"3' - 0" 8 CRCO 232 COTE 200 DG 1613 2 4"6"8"6" 8 4" 36 FRUC 229 REUC 256SD 2 3 2' - 3"1' - 0" 1' - 8"1' - 8"1' - 8"8" 8 MB 4220 9 21 1' - 5 " 1' - 5 " 2' - 2 " 2' - 6 " MW 4200 02 A5-05 RECP 205 PTD COSH 518 DIGL 211 1' - 6 1/2"6"5"8" 29 38 3 8 CRCO 232 COTE 200 RECP 205 REUC 256 BACS 200 CO M P L Y W / S I D E R E A C H A T O B S T R . 46 " T O T O P O F B O X HIGH ELECTRICAL RECEPTACLES / MODTAP (VOICE/DATA) OUTLETS, LIGHTING CONTROLS LOW ELECTRICAL RECEPTACLES / MODTAP (VOICE/DATA) OUTLETS TO B O T . O F B O X 15 " M I N . COUNTER WHERE OCCURS COSH SHARPS CONTAINER DIGL GLOVE DISPENSER 37 " 46 " T O T O P O F B O X HIGH RECEPTACLES, VOICE/DATA OUTLETS, LIGHTING CONTROLS, THERMOSTAT & TEMPERATURE SENSOR NOTE: 1.U.N.O., IN DRAWINGS, DIMENSIONS ARE TYPICAL. 2.REFER TO ELECTRICAL DRAWINGS FOR RECEPTACLES, DATA/VOICE OUTLETS, PHONE OUTLETS, AND LIGHTING CONTROL TYPES. 56 " M A X RE A C H T O O P E R A T E 46 " M A X . 34 " M A X . WALL HUNG SINK W/ PIPE WRAP/MIRROR. PROVIDE UNDER SINK PIPING COVER PER CODE 11B-606.5 PAPER TOWEL DISPENSER SOAP DISPENSER / DEGERMER PAPER SEAT COVER DISPENSER SANITARY NAPKIN DISPOSAL TOILET PAPER DISPENSER TO O P E N I N G 19 " M A X . 34 " GRAB BAR STANDARD BACKING. SEE DETAIL 07/A5-02 MA X . 48 5 / 8 " COAT HOOK WALL CLOCK 7' - 0 " 8' - 0 " M A X 6' - 1 0 " M I N HORN STROBE EXIT LIGHTS MA T C H E X I S T I N G EXAM DIAGNOSTIC EQUIPMENT STANDARD BACKING. SEE DETAIL 07/A5-02 SE E E L E V A T I O N S 7' - 4 " MIRROR B. O . R E F L E C T I V E S U R F A C E 40 " M A X . 4' - 3 " EQ EQ 3' - 0 1 / 2 " 6" 2' - 0 " 6" STANDARD BACKING. SEE DETAIL 07/A5-02 R No. F LICENSE STATE D O A RCHITECT C AL IFORNIA STEPHE WHITE RENEWAL DATE C-34829 N 08/31/27 SHEET TITLE PROJECT FACILITY FAC NO: BLDG NO: FLOOR LEV: SECTION: KP PROJ. NO. PERMIT NO. 555 W. Fifth Street Suite 2950 | Los Angeles, CA 90013 USA ARCHITECT CONSULTANT ARCHITECT SEAL CONSULTANT SEAL KAISER FOUNDATION HOSPITALS NATIONAL FACILITIES SERVICES 1800 HARRISON STREET OAKLAND, CALIFORNIA 94612 ISSUE / REVISION LOG NO. ISSUED DATE 0 5' 5 0 ' GR A P H I C S C A L E S : 1 / 1 6 " = 1 ' - 0 " 0 25 ' 1/ 8 " = 1 ' - 0 " 5' 0 12 ' 1/ 4 " = 1 ' - 0 " 1' 0 6' 1/ 2 " = 1 ' - 0 " 1' 0 2' 1- 1 / 2 " = 1 ' - 0 " 0 1' 3" = 1 ' - 0 " IF T H I S S H E E T I S N O T 30 " x 4 2 " , I T I S A R E D U C E D PR I N T - S C A L E AC C O R D I N G L Y AGENCY APPLICATION NUMBER AGENCY APPROVAL STAMP THIS DOCUMENT IS THE PROPERTY OF THE OWNER AND IS NOT TO BE USED WITHOUT OWNER'S WRITTEN PERMISSION. HZ PROJ. NO. www.huitt-zollars.com Phone 310.820.4600 | Fax 310.207.4215 C: \ U s e r s \ l r o b i n s o n \ O n e D r i v e - H u i t t - Z o l l a r s , I n c \ D o cu m e n t s \ R 3 1 4 4 1 2 . 3 5 K P H B M K P O J _ A 2 4 _ l r o b i n s o n L 2 M D X . r vt 1 1 / 3 / 2 0 2 5 3 : 4 5 : 3 1 P M SOCC 2022 R HBM 1st Fl KPOJ REMODEL A2-01 ELEVATIONS - INTERIOR - CLINICAL AREA CA394-1 - CAP027721R314412.35 HARBOR/MacARTHUR MEDICAL OFF 3401 S. HARBOR BLVD. SANTA ANA, CALIFORNIA 92704 GENERAL NOTES SHEET KEYNOTES NOT APPLICABLE 1/2" = 1'-0"EXAM ROOM 1616 - NORTH ELEV 041/2" = 1'-0"EXAM ROOM 1616 - SOUTH ELEV 14 1/2" = 1'-0"EXAM ROOM 1616 - EAST ELEV 091/2" = 1'-0"EXAM ROOM 1616 - WEST ELEV 24 1/2" = 1'-0"EXAM ROOM 1615 - NORTH ELEV 031/2" = 1'-0"EXAM ROOM 1615 - SOUTH ELEV 13 1/2" = 1'-0"EXAM ROOM 1615 - EAST ELEV 081/2" = 1'-0"EXAM ROOM 1615 - WEST ELEV 23 1/2" = 1'-0"EXAM ROOM 1614 - NORTH ELEV 021/2" = 1'-0"EXAM ROOM 1614 - SOUTH ELEV 12 1/2" = 1'-0"EXAM ROOM 1614 - EAST ELEV 071/2" = 1'-0"EXAM ROOM 1614 - WEST ELEV 22 GENERAL NOTES SHEET KEYNOTES NOT APPLICABLE 1 INSTALL (N) SOFFIT FILLER 2 INSTALL (N) WALL-MOUNTED HAND WASH SINK. SEE PLUMBING DWGS. FOR ADDITIONAL INFORMATION 3 INSTALL (N) COUNTER, CASEWORK, AND FILLER PANELS 4 INSTALL (N) FURNITURE PANEL 5 (E) WINDOW TO REMAIN 6 INSTALL (N) WALL-MOUNTED HAND WASH SINK IN CASEWORK. SEE PLUMBING DWGS. FOR ADDITIONAL INFORMATION 7 INSTALL (N) CORNER GUARD, SEE SHEETS 01 & 02/A5-04 FOR ADDITIONAL INFORMATION 8 INSTALL (N) TOP SET BASE. SEE SHEET I1-11 FOR ADDITIONAL INFORMATION 9 INSTALL (N) CASEWORK FILLER PANELS 10 INSTALL (N) SIGN. SEE SIGNAGE DRAWINGS FOR ADDITIONAL INFORMATION 11 INSTALL (N) NURSE CALL LIGHT 12 INSTALL (N) CARD READER 14 INSTALL (N) GRAB BAR, SEE SHEET 05/A2-01 FOR ADDITIONAL INFORMATION 15 (E) TOP SET BASE. SEE SHEET I1-11 FOR ADDITIONAL INFORMATION 16 (E) CORNER GUARD 17 (E) NURSE CALL LIGHT 18 (E) PRIVACY CURTAIN 19 REINSTALL (E) PRIVACY CURTAIN 20 (E) DRESSING ROOM BENCH 21 INSTALL (N) SLOPED CABINET SOFFIT 22 FUTURE COMMUNICATION BOARD SHOWN FOR REFERENCE 23 FUTURE WALL SCONCE LIGHT FIXTURE SHOWN FOR REFERENCE 24 FUTURE TELE-CONSULT MONITOR SHOWN FOR REFERENCE 25 FUTURE TELE-CONSUL WEBCAM SHOWN FOR REFERENCE 26 INSTALL (N) BACKING PER 07/A5-02 27 INSTALL (N) EXAM ROOM NUMBER 28 INSTALL (N) ISIMET WATER CONTROL SYSTEM CONTROLLER. SEE PLUMBING DRAWINGS FOR ADDITIONAL INFORMATION 29 INSTALL (N) WALL CLEAN-OUT PLATE. SEE PLUMBING DRAWINGS FOR ADDITIONAL INFORMATION 35 PROTECT (E) SIGN 36 INSTALL (N) REQUEST TO EXIT 37 REINSTALL (E) THERMOSTAT. SEE MECHANICAL DRAWINGS FOR ADDITIONAL INFORMATION. 38 INSTALL (N) POWER OUTLET AS HIGH AS POSSIBLE 39 REINSTALL (E) NURSE CALL DEVICE. SEE ELECTRICAL DWGS FOR ADDITIONAL INFO 1/2" = 1'-0"MED PREP 1613 - NORTH ELEV 011/2" = 1'-0"MED PREP 1613 - EAST ELEV 061/2" = 1'-0"MED PREP 1613 - SOUTH ELEV 111/2" = 1'-0"MED PREP 1613 - WEST ELEV 21 1/2"=1'-0"TYPICAL MOUNTING HEIGHTS 05 CITY SUBMITTAL 11/03/2025 101125520, 20187249, 40140902 1621 4 3 5" 1 19 15 3 1 19 2' - 7" 18" 6' - 0" 23 19 22 6' - 0" LB 2820 LB 1420 L 2 3 MW 3600 MW 2800 MW 1400 L 2' - 6" 2' - 0" 2' - 6" 02 A5-05 2' - 0" 8 11"11"9" 19 SD PTD 15 15" CASU 244 6' - 2" 6 SHDB 212 2' - 4" 20 6 13 3' - 9" 6" 11" 6" 4' - 8 1/2" 5' - 0" 1' - 0"7' - 0" 2' - 4" 20 HALI 209 RACU 201 1618 6" 6 CASU 244 62' - 4" 20 CATR 278 DG EQ 8"6" 6 24"24" 2 1/2"2 1/2" 5' - 6" 6" 10" 6" 47" 58" 99 10 11 12 13 13 2" 43" STMA 201 3 4' - 0"2' - 7"4" 1 6 4' - 0"2' - 4"1' - 4" DIGL 211 COSH 518 RAIE 218 MOBP 250 DISP 501 OTOP 207 MOMO 227 MOMO 501 SD 1617 3 4 3' - 2" 8"1' - 3"1' - 6" 1 6 16 A5-05 MR PTDC-46B 6 LIEX 281 3' - 5" 1621 1612B 5 6 MW 1800 L MW 3600 MB 1820 L MB 3620 102 A5-05 7 TO OPERABLE PARTS 3' - 8" 16 17 18 WS-03 6' - 6"4"1' - 4" 2' - 3 1/2"4" TEPH 100E COTE 200E PRIN 200E DEMU 200E 2' - 4" 2' - 6" 2' - 10" 7 5' - 5" 4' - 0" 21 MW 3600 MW 3600 6 1/2"3' - 0 1/2"3' - 11"1' - 3" 2' - 6" 2' - 2" 2' - 10" TEVI 218 MB 3620 CAWE 501 CAUT 501 7' - 6" 1' - 6"11"1' - 1"2' - 6"1' - 0" 07 A5-05 06 A5-05 1 1 6 02 A5-05 SD MW 3600 COSH 518 DIGL 211PTD 14 WS-04 BOAU 508E TAPW 264 MOBP 249 CHEY 501 CLWE 211 4' - 6"4' - 6" 6 5' - 4" CHEY 502 13 4' - 3" 3 3/4" 1' - 6 3/4" 6" 4' - 9" COTE 201 AUDI 535E WS-03 BOAU 508E 2' - 9"4' - 8"2' - 9 1/4"8 5/8"1' - 9"1' - 8"8" 7' - 0" AIR 100E 6 COTE 200 BREA 501 COTE 201 AC-20 MPHY 233 SPIR 218 WS-03 WS-03 2' - 0" 3' - 0" 6"6" 1' - 0" CHEY 211 54" 1 6 WS-03 COTE 201 4' - 3" 6" 1' - 0" 6" 13 INFILL. (N) WALL PER 11/A5 -02 R No.No.No.No. FFFF LLLLIIIICCCCEEEENNNNSSSSEEEE SSSSTTTTAAAATTTTEEEE DDDD OOOO AAAA RRRRCCCCHHHHIIIITTTTEEEECCCCTTTT CCCC AAAALLLL IIIIFFFFOOOORRRRNNNNIIIIAAAA SSSSTTTTEEEEPPPPHHHHEEEE WWWWHHHHIIIITTTTEEEE R ENEWAL R ENEWAL R ENEWAL R ENEWAL D AT EDATEDATEDATE CCCC ----34829348293482934829 NNNN 08/31 /2708/31 /2708/31 /2708/31 /27 SHEET TITLE PROJECT FACILITY FAC NO:BLDG NO:FLOOR LEV:SECTION: KP PROJ. NO. PERMIT NO. 555 W. Fift h Street Suite 2950 | Los Angeles, CA 90013 USA ARCHITECT CONSULTANT ARCHITECT SEAL CONSULTANT SEAL KAISER FOUNDATION HOSPITALS NATION AL FACILITIES SERVICES 1800 HARRISON STREET OAKLAND, CALIFORNIA 94612 ISSUE / REVISION LOG NO.ISSUED DATE 0 5' 50' GRAPHIC SCALES: 1/16" = 1'-0" 0 25' 1/8" = 1'-0" 5' 0 12' 1/4" = 1'-0" 1' 0 6' 1/2" = 1'-0" 1' 0 2' 1-1/2" = 1'-0" 0 1' 3" = 1'-0" IF THIS SHEET IS NOT 30"x42", IT IS A REDUCED PRINT - SCALE ACCORDINGLY AGENCY APPLICATION NUMBER AGENCY APPROVAL STAMP THIS DOCUMENT IS THE PROPERTY OF THE OWNER AND IS NOT TO BE USED WITHOUT OWNER'S WRITTEN PERMISSION. HZ PROJ. NO. www.huitt-zollars.com Phone 310.820.4600 | Fax 310.207.4215 C:\Users\lrobinson\OneDrive - Huitt-Zollars, Inc\Documents\R314412.35 KP HBM KPOJ_A24_lrobinsonL2MDX.rvt 1/6/2026 2:42:44 PM SOCC 2022 R HBM 1st Fl KPOJ REMODEL A2-02 ELEVATIONS -INTERIOR -CLINICAL AREA CA394-1 - CAP027721R314412.35 HARBOR/MacARTHUR MEDICAL OFF 3401 S. HARBOR BLVD. SANTA ANA, CALIFORNIA 92704 101125520, 20187249, 40140902 GENERAL NOTES SHEET KEYNOTES NOT APPLICABLE 1/2" = 1'-0"UTILITY, SOILED 1621 -NORTH ELEV 031/2" = 1'-0"UTILITY, SOILED 1621 -SOUTH ELEV 13 1/2" = 1'-0"UTILITY, SOILED 1621 -EAST ELEV 081/2" = 1'-0"UTILITY, SOILED 1621 -WEST ELEV 18 1/2" = 1'-0"STORAGE ROOM 1618 -NORTH ELEV 021/2" = 1'-0"STORAGE ROOM 1618 -SOUTH ELEV 12 1/2" = 1'-0"STORAGE ROOM 1618 -EAST ELEVATION 071/2" = 1'-0"STORAGE ROOM 1618 -WEST ELEV 22 1/2" = 1'-0"EXAM ROOM 1617 -NORTH ELEV 011/2" = 1'-0"EXAM ROOM 1617 -SOUTH ELEV 11 1/2" = 1'-0"EXAM ROOM 1617 -EAST ELEV 061/2" = 1'-0"EXAM ROOM 1617 -WEST ELEV 21 GENERAL NOTES SHEET KEYNOTES NOT APPLICABLE 1/2" = 1'-0"CORRIDOR 1602 -SOUTH ELEV 05 1/2" = 1'-0"TESTING ROOM, AUDIO 1620 -NORTH ELEV 041/2" = 1'-0"TESTING ROOM, AUDIO 1620 -EAST ELEV 091/2" = 1'-0"TESTING ROOM, AUDIO 1620 -SOUTH ELEV 141/2" = 1'-0"TESTING ROOM, AUDIO 1620 -W ELEV 24 1/2" = 1'-0"ULTRASOUND ROOM 1629 -WEST ELEV 25 1 INSTALL (N) SOFFIT FILLER 2 INSTALL (N) WALL-MOUNTED HAND WASH SINK. SEE PLUMBING DWGS. FOR ADDITIONAL INFORMATION 3 INSTALL (N) COUNTER, CASEWORK, AND FILLER PANELS 4 INSTALL (N) WALL-MOUNTED HAND WASH SINK IN CASEWORK. SEE PLUMBING DWGS. FOR ADDITIONAL INFORMATION 5 INSTALL (N) CORNER GUARD, SEE SHEETS 01 & 02/A5-04 FOR ADDITIONAL INFORMATION 6 INSTALL (N) TOP SET BASE. SEE SHEET I1-11 FOR ADDITIONAL INFORMATION 7 INSTALL (N) SIGN. SEE SIGNAGE DRAWINGS FOR ADDITIONAL INFORMATION 8 INSTALL (N) SLOPED CABINET SOFFIT 9 INSTALL (N) COMMUNICATION BOARD 10 FUTURE WALL SCONCE LIGHT FIXTURE SHOWN FOR REFERENCE 11 FUTURE TELE-CONSULT MONITOR SHOWN FOR REFERENCE 12 FUTURE TELE-CONSUL WEBCAM SHOWN FOR REFERENCE 13 INSTALL (N) BACKING PER 07/A5-02 14 INSTALL (N) WALL CLEAN-OUT PLATE. SEE PLUMBING DRAWINGS FOR ADDITIONAL INFORMATION 15 INSTALL (N) EYEWASH. SEE PLUMBING DRAWINGS FOR ADDITIONAL INFORMATION 16 REINSTALL (E) WORKSTATION - COMPUTER, TELEPHONE, & TASK CHAIR 17 REINSTALL (E) DEPARTMENT COPY/SCANNER/PRINTER/FAX MACHINE 18 REINSTALL (E) RADIANT/HEALTHCONNECT PRINTER 19 INSTALL (N) COVE BASE, SEE SHEET I1-11 FOR ADDITIONAL INFORMATION 20 INSTALL (N) WALL PROTECTION. SEE SHEET I1-11 FOR ADDITIONAL INFORMATION 21 REINSTALL (E) NURSE CALL DEVICE. SEE ELECTRICAL DWGS FOR ADDITIONAL INFO 22 INSTALL (N) ELECTRCAL PANEL. SEE ELECTRICAL DWGS FOR ADDITIONAL INFO 23 INSTALL (N) ELECTRICAL PANEL. SEE ELECTRICAL DWGS FOR ADDITIONAL INFO CITY SUBMITTAL / BID SET 11/03/2025 1 CITY BACKCHECK #1 01/06/2026 101125520, 20187249, 40140902 1624 DGSCUB 201 3 3"5"7"1' - 0" 3' - 0" 1 8 DIGL 211 37 3' - 2"3' - 3"2' - 6" 2' - 0" 5' - 9" PRRU 201 CBPU 202 8 CLSW 204 26 6" 15" 6" 4" 4" ULSD 400 SCUB 201 MW 3600 LB 3620 3 2 MOWC 278 CATR 400 CBPU 202 PRRU 201 2' - 6" 2' - 0" 2' - 6" 1' - 0"11"7" 2' - 10"4" 4' - 5 3/4" 2' - 10" 10"6"4' - 0"1" 8 02 A5-0521 COTE 200 70" PTD SD 26 7" 4' - 2 3/4" 6" 1' - 9 1/2" 6" 29 27" 3' - 9" COSH 400 38 HALI 209 MOMO 211 STST 216 5"4' - 5" 3' - 6" 8 26 3' - 6" 6" 58" 4' - 0" C-46A SCSC 212 7 8 6" MOBP 24937 C-46A C-46BCOTE 201COTE 201 WS-03 WS-03 C-46A COTE 201 WS-03 PRIN 200 TC-02 WS-03 COTE 201 MB 3620 4 4' - 3"4"4' - 5"4"9' - 4"4"3' - 6"4" 4 4 4 88 COTE 201 EG-02A EG-02A COTE 201 COTE 201 EG-02A EG-02A TEPH 100 TO OPERABLE PARTS 3' - 8" 2' - 0" 4' - 0" 25" 39 1613 1614 1615 1616 1617 1618 8 8 8 8" 10 TYP.34 2 127 6' - 3"19' - 0"19' - 2" TYP. 36" TYP. COTE 201 WS-03 1612A 6"1' - 10" 6" 4 8 COTE 201 EG-02A 7 10 36 4" C-46 B 1612A 6" 4 8 7 7 10 4" 36 MOBP 249 1620 1619 2' - 8 1/2"2' - 3" SCWH 215 8 11 SCSC 212.OA1 10 28 EQ EQ EQ EQ 10 2' - 3 1/2" 2' - 10" 26 46" 3" EQ EQ 7 7 16 16 16 1819 17 17 8 15 20 14 1624 10 8 35 35 7 8 6" 10 8 R No.No.No.No. FFFF LLLLIIIICCCCEEEENNNNSSSSEEEE SSSSTTTTAAAATTTTEEEE DDDD OOOO AAAA RRRRCCCCHHHHIIIITTTTEEEECCCCTTTT CCCC AAAALLLL IIIIFFFFOOOORRRRNNNNIIIIAAAA SSSSTTTTEEEEPPPPHHHHEEEE WWWWHHHHIIIITTTTEEEE R ENEWAL R ENEWAL R ENEWAL R ENEWAL D AT EDATEDATEDATE CCCC ----34829348293482934829 NNNN 08/31 /2708/31 /2708/31 /2708/31 /27 SHEET TITLE PROJECT FACILITY FAC NO:BLDG NO:FLOOR LEV:SECTION: KP PROJ. NO. PERMIT NO. 555 W. Fift h Street Suite 2950 | Los Angeles, CA 90013 USA ARCHITECT CONSULTANT ARCHITECT SEAL CONSULTANT SEAL KAISER FOUNDATION HOSPITALS NATION AL FACILITIES SERVICES 1800 HARRISON STREET OAKLAND, CALIFORNIA 94612 ISSUE / REVISION LOG NO.ISSUED DATE 0 5' 50' GRAPHIC SCALES: 1/16" = 1'-0" 0 25' 1/8" = 1'-0" 5' 0 12' 1/4" = 1'-0" 1' 0 6' 1/2" = 1'-0" 1' 0 2' 1-1/2" = 1'-0" 0 1' 3" = 1'-0" IF THIS SHEET IS NOT 30"x42", IT IS A REDUCED PRINT - SCALE ACCORDINGLY AGENCY APPLICATION NUMBER AGENCY APPROVAL STAMP THIS DOCUMENT IS THE PROPERTY OF THE OWNER AND IS NOT TO BE USED WITHOUT OWNER'S WRITTEN PERMISSION. HZ PROJ. NO. www.huitt-zollars.com Phone 310.820.4600 | Fax 310.207.4215 C:\Users\lrobinson\OneDrive - Huitt-Zollars, Inc\Documents\R314412.35 KP HBM KPOJ_A24_lrobinsonL2MDX.rvt 1/6/2026 2:42:47 PM SOCC 2022 R HBM 1st Fl KPOJ REMODEL A2-03 ELEVATIONS -INTERIOR -CLINICAL AREA CA394-1 - CAP027721R314412.35 HARBOR/MacARTHUR MEDICAL OFF 3401 S. HARBOR BLVD. SANTA ANA, CALIFORNIA 92704 101125520, 20187249, 40140902 GENERAL NOTES SHEET KEYNOTES NOT APPLICABLE 1/2" = 1'-0"ULTRASOUND ROOM 1624 -SOUTH ELEV 11 1/2" = 1'-0"ULTRASOUND ROOM 1624 -NORTH ELEV 011/2" = 1'-0"ULTRASOUND ROOM 1624 -EAST ELEV 061/2" = 1'-0"ULTRASOUND ROOM 1624 -WEST ELEV 16 GENERAL NOTES SHEET KEYNOTES NOT APPLICABLE 1 INSTALL (N) SOFFIT FILLER 2 INSTALL (N) WALL-MOUNTED HAND WASH SINK. SEE PLUMBING DWGS. FOR ADDITIONAL INFORMATION 3 INSTALL (N) COUNTER, CASEWORK, AND FILLER PANELS 4 INSTALL (N) FURNITURE PANEL 5 (E) WINDOW TO REMAIN 6 INSTALL (N) WALL-MOUNTED HAND WASH SINK IN CASEWORK. SEE PLUMBING DWGS. FOR ADDITIONAL INFORMATION 7 INSTALL (N) CORNER GUARD, SEE SHEETS 01 & 02/A5-04 FOR ADDITIONAL INFORMATION 8 INSTALL (N) TOP SET BASE. SEE SHEET I1-11 FOR ADDITIONAL INFORMATION 9 INSTALL (N) CASEWORK FILLER PANELS 10 INSTALL (N) SIGN. SEE SIGNAGE DRAWINGS FOR ADDITIONAL INFORMATION 11 INSTALL (N) NURSE CALL LIGHT 12 INSTALL (N) CARD READER 14 INSTALL (N) GRAB BAR, SEE SHEET 05/A2-01 FOR ADDITIONAL INFORMATION 15 (E) TOP SET BASE. SEE SHEET I1-11 FOR ADDITIONAL INFORMATION 16 (E) CORNER GUARD 17 (E) NURSE CALL LIGHT 18 (E) PRIVACY CURTAIN 19 REINSTALL (E) PRIVACY CURTAIN 20 (E) DRESSING ROOM BENCH 21 INSTALL (N) SLOPED CABINET SOFFIT 22 FUTURE COMMUNICATION BOARD SHOWN FOR REFERENCE 23 FUTURE WALL SCONCE LIGHT FIXTURE SHOWN FOR REFERENCE 24 FUTURE TELE-CONSULT MONITOR SHOWN FOR REFERENCE 25 FUTURE TELE-CONSUL WEBCAM SHOWN FOR REFERENCE 26 INSTALL (N) BACKING PER 07/A5-02 27 INSTALL (N) EXAM ROOM NUMBER 28 INSTALL (N) ISIMET WATER CONTROL SYSTEM CONTROLLER. SEE PLUMBING DRAWINGS FOR ADDITIONAL INFORMATION 29 INSTALL (N) WALL CLEAN-OUT PLATE. SEE PLUMBING DRAWINGS FOR ADDITIONAL INFORMATION 35 PROTECT (E) SIGN 36 INSTALL (N) REQUEST TO EXIT 37 REINSTALL (E) THERMOSTAT. SEE MECHANICAL DRAWINGS FOR ADDITIONAL INFORMATION. 38 INSTALL (N) POWER OUTLET AS HIGH AS POSSIBLE 39 REINSTALL (E) NURSE CALL DEVICE. SEE ELECTRICAL DWGS FOR ADDITIONAL INFO 1/2" = 1'-0"WORK STATION 1612B -NORTH ELEV 021/2" = 1'-0"WORK STATION 1612A & 1612B -EAST ELEV 07 1/2" = 1'-0"WORK STATION 1612B -WEST ELEV 04 1/2" = 1'-0"WORK STATION 1612A -SOUTH ELEV 08 1/2" = 1'-0"WORK STATION 1612A & 1612B -SOUTH ELEV 031/2" = 1'-0"WORK STATION HALLWAY 1800 -EAST ELEV 18 1/2" = 1'-0"CORRIDOR 1606 -NORTH ELEV 051/2" = 1'-0"CORRIDOR 1606 -WEST ELEV 151/2" = 1'-0"HALLWAY 1612B -NORTH ELEV 20 CITY SUBMITTAL / BID SET 11/03/2025 1 CITY BACKCHECK #1 01/06/2026 101125520, 20187249, 40140902 1 2 3 1' - 2" 2' - 0" 7 2' - 2" 4' - 0 " 11"1' - 4" 5 6 4 14 A5-05 2 7 1' - 0"1' - 6" R No. F LICENSE STATE D O A RCHITECT C AL IFORNIA STEPHE WHITE RENEWAL DATE C-34829 N 08/31/27 SHEET TITLE PROJECT FACILITY FAC NO: BLDG NO: FLOOR LEV: SECTION: KP PROJ. NO. PERMIT NO. 555 W. Fifth Street Suite 2950 | Los Angeles, CA 90013 USA ARCHITECT CONSULTANT ARCHITECT SEAL CONSULTANT SEAL KAISER FOUNDATION HOSPITALS NATIONAL FACILITIES SERVICES 1800 HARRISON STREET OAKLAND, CALIFORNIA 94612 ISSUE / REVISION LOG NO. ISSUED DATE 0 5' 5 0 ' GR A P H I C S C A L E S : 1 / 1 6 " = 1 ' - 0 " 0 25 ' 1/ 8 " = 1 ' - 0 " 5' 0 12 ' 1/ 4 " = 1 ' - 0 " 1' 0 6' 1/ 2 " = 1 ' - 0 " 1' 0 2' 1- 1 / 2 " = 1 ' - 0 " 0 1' 3" = 1 ' - 0 " IF T H I S S H E E T I S N O T 30 " x 4 2 " , I T I S A R E D U C E D PR I N T - S C A L E AC C O R D I N G L Y AGENCY APPLICATION NUMBER AGENCY APPROVAL STAMP THIS DOCUMENT IS THE PROPERTY OF THE OWNER AND IS NOT TO BE USED WITHOUT OWNER'S WRITTEN PERMISSION. HZ PROJ. NO. www.huitt-zollars.com Phone 310.820.4600 | Fax 310.207.4215 C: \ U s e r s \ l r o b i n s o n \ O n e D r i v e - H u i t t - Z o l l a r s , I n c \ D o cu m e n t s \ R 3 1 4 4 1 2 . 3 5 K P H B M K P O J _ A 2 4 _ l r o b i n s o n L 2 M D X . r vt 1 1 / 3 / 2 0 2 5 3 : 4 5 : 4 5 P M SOCC 2022 R HBM 1st Fl KPOJ REMODEL A2-04 ELEVATIONS - INTERIOR - CLINICAL AREA CA394-1 - CAP027721R314412.35 HARBOR/MacARTHUR MEDICAL OFF 3401 S. HARBOR BLVD. SANTA ANA, CALIFORNIA 92704 GENERAL NOTES SHEET KEYNOTES NOT APPLICABLE 1/2" = 1'-0"H/C DRESSING ROOM 1625 - NORTH ELEV 011/2" = 1'-0"H/C DRESSING ROOM 1625 - EAST ELEV 061/2" = 1'-0"H/C DRESSING ROOM 1625 - WEST ELEV 11 1 INSTALL (N) TOP SET BASE. SEE SHEET I1-11 FOR ADDITIONAL INFORMATION 2 INSTALL (N) DRESSING ROOM BENCH. SEE 14/A5-05 FOR DETAIL. 3 INSTALL (N) GRAB BAR, SEE SHEET 05/A2-01 FOR ADDITIONAL INFORMATION 4 (E) TOP SET BASE. SEE SHEET I1-11 FOR ADDITIONAL INFORMATION 5 REINSTALL (E) COAT HOOK 6 REINSTALL (E) NURSE CALL PULL CORD 7 REINSTALL (E) DRESSING ROOM SIGN CITY SUBMITTAL 11/03/2025 101125520, 20187249, 40140902 1 1704A WS-01 4' - 4"4" 1 COTE 201COTE 201 EG-02A 1 6" TC-02 WS-01 COTE 201 EG-02A 1 1704B 1 6" 11 COTE 201 COTE 201 4' - 4"4" WS-01 EG-02A 1704C 1 1 6" WS-01 COTE 201 4' - 4"4" COTE 201 EG-02A 1 1704D 1 6" 1 WS-01 COTE 201 4' - 4"4" COTE 201 EG-02A R No. F LICENSE STATE D O A RCHITECT C AL IFORNIA STEPHE WHITE RENEWAL DATE C-34829 N 08/31/27 SHEET TITLE PROJECT FACILITY FAC NO: BLDG NO: FLOOR LEV: SECTION: KP PROJ. NO. PERMIT NO. 555 W. Fifth Street Suite 2950 | Los Angeles, CA 90013 USA ARCHITECT CONSULTANT ARCHITECT SEAL CONSULTANT SEAL KAISER FOUNDATION HOSPITALS NATIONAL FACILITIES SERVICES 1800 HARRISON STREET OAKLAND, CALIFORNIA 94612 ISSUE / REVISION LOG NO. ISSUED DATE 0 5' 5 0 ' GR A P H I C S C A L E S : 1 / 1 6 " = 1 ' - 0 " 0 25 ' 1/ 8 " = 1 ' - 0 " 5' 0 12 ' 1/ 4 " = 1 ' - 0 " 1' 0 6' 1/ 2 " = 1 ' - 0 " 1' 0 2' 1- 1 / 2 " = 1 ' - 0 " 0 1' 3" = 1 ' - 0 " IF T H I S S H E E T I S N O T 30 " x 4 2 " , I T I S A R E D U C E D PR I N T - S C A L E AC C O R D I N G L Y AGENCY APPLICATION NUMBER AGENCY APPROVAL STAMP THIS DOCUMENT IS THE PROPERTY OF THE OWNER AND IS NOT TO BE USED WITHOUT OWNER'S WRITTEN PERMISSION. HZ PROJ. NO. www.huitt-zollars.com Phone 310.820.4600 | Fax 310.207.4215 C: \ U s e r s \ l r o b i n s o n \ O n e D r i v e - H u i t t - Z o l l a r s , I n c \ D o cu m e n t s \ R 3 1 4 4 1 2 . 3 5 K P H B M K P O J _ A 2 4 _ l r o b i n s o n L 2 M D X . r vt 1 1 / 3 / 2 0 2 5 3 : 4 5 : 4 9 P M SOCC 2022 R HBM 1st Fl KPOJ REMODEL A2-05 ELEVATIONS - INTERIOR - PROVIDER ENCLAVE CA394-1 - CAP027721R314412.35 HARBOR/MacARTHUR MEDICAL OFF 3401 S. HARBOR BLVD. SANTA ANA, CALIFORNIA 92704 GENERAL NOTES SHEET KEYNOTES NOT APPLICABLE GENERAL NOTES SHEET KEYNOTES NOT APPLICABLE 1/2" = 1'-0"OFFICE 1704A - NORTH ELEV 011/2" = 1'-0"OFFICE 1704A - SOUTH ELEV 11 1/2" = 1'-0"OFFICE 1704A - EAST ELEV 061/2" = 1'-0"OFFICE 1704A - WEST ELEV 16 1/2" = 1'-0"OFFICE 1704B- NORTH ELEV 021/2" = 1'-0"OFFICE 1704B - SOUTH ELEV 12 1/2" = 1'-0"OFFICE 1704B - EAST ELEV 071/2" = 1'-0"OFFICE 1704B - WEST ELEV 17 1/2" = 1'-0"OFFICE 1704C - NORTH ELEV 031/2" = 1'-0"OFFICE 1704C - SOUTH ELEV 13 1/2" = 1'-0"OFFICE 1704C - EAST ELEV 081/2" = 1'-0"OFFICE 1704C - WEST ELEV 18 1/2" = 1'-0"OFFICE 1704D - NORTH ELEV 041/2" = 1'-0"OFFICE 1704D - SOUTH ELEV 14 1/2" = 1'-0"OFFICE 1704D - EAST ELEV 091/2" = 1'-0"OFFICE 1704D - WEST ELEV 19 1 INSTALL (N) TOP SET BASE. SEE SHEET I1-11 FOR ADDITIONAL INFORMATION CITY SUBMITTAL 11/03/2025 101125520, 20187249, 40140902 1704 3 4' - 7" 5" 4 4" 6 MOIT 200 2 3 TAMP 805 4' - 1"4" OVMI 215 MB 3620 1 2"2' - 3 1/2"3' - 0"6" 2' - 1 0 " 3 11 A5-05 REUC 241 TYP. MOIT 200 64 " 60" 2 3 TAMP 805 12"2" 6" 6" 16 " 48" MIN. 5 TYP. 5"2" 2" 15"15" 50" MOWT 200 1 10" 3 4 1704D TYP. 1704C1704B1704A 3 EQEQ 6" 3" TYP.TY P . 1' - 6 " 2 8" 3 7 3 4"1' - 8" 2 3/4"3' - 0"2 3/4" MB 3620 PRIN 2001 3 11 A5-05 R No. F LICENSE STATE D O A RCHITECT C AL IFORNIA STEPHE WHITE RENEWAL DATE C-34829 N 08/31/27 SHEET TITLE PROJECT FACILITY FAC NO: BLDG NO: FLOOR LEV: SECTION: KP PROJ. NO. PERMIT NO. 555 W. Fifth Street Suite 2950 | Los Angeles, CA 90013 USA ARCHITECT CONSULTANT ARCHITECT SEAL CONSULTANT SEAL KAISER FOUNDATION HOSPITALS NATIONAL FACILITIES SERVICES 1800 HARRISON STREET OAKLAND, CALIFORNIA 94612 ISSUE / REVISION LOG NO. ISSUED DATE 0 5' 5 0 ' GR A P H I C S C A L E S : 1 / 1 6 " = 1 ' - 0 " 0 25 ' 1/ 8 " = 1 ' - 0 " 5' 0 12 ' 1/ 4 " = 1 ' - 0 " 1' 0 6' 1/ 2 " = 1 ' - 0 " 1' 0 2' 1- 1 / 2 " = 1 ' - 0 " 0 1' 3" = 1 ' - 0 " IF T H I S S H E E T I S N O T 30 " x 4 2 " , I T I S A R E D U C E D PR I N T - S C A L E AC C O R D I N G L Y AGENCY APPLICATION NUMBER AGENCY APPROVAL STAMP THIS DOCUMENT IS THE PROPERTY OF THE OWNER AND IS NOT TO BE USED WITHOUT OWNER'S WRITTEN PERMISSION. HZ PROJ. NO. www.huitt-zollars.com Phone 310.820.4600 | Fax 310.207.4215 C: \ U s e r s \ l r o b i n s o n \ O n e D r i v e - H u i t t - Z o l l a r s , I n c \ D o cu m e n t s \ R 3 1 4 4 1 2 . 3 5 K P H B M K P O J _ A 2 4 _ l r o b i n s o n L 2 M D X . r vt 1 1 / 3 / 2 0 2 5 3 : 4 5 : 5 2 P M SOCC 2022 R HBM 1st Fl KPOJ REMODEL A2-06 ELEVATIONS - INTERIOR - PROVIDER ENCLAVE CA394-1 - - - CAP027721R314412.35 HARBOR/MacARTHUR MEDICAL OFF 3401 S. HARBOR BLVD. SANTA ANA, CALIFORNIA 92704 1/2" = 1'-0"COLLAB. ROOM 1704 - EAST ELEV 031/2" = 1'-0"COLLAB. ROOM 1704 - EAST ELEV 081/2" = 1'-0"COLLAB. ROOM 1704 - WEST ELEV 18 1/2" = 1'-0"COLLABORATION ROOM 1704 - NORTH ELEV 2 06 1/2" = 1'-0"COLLABORATION ROOM 1704 - SOUTH ELEV 02 GENERAL NOTES SHEET KEYNOTES NOT APPLICABLE 1/2" = 1'-0"COLLABORATION ROOM 1704 - NORTH ELEV 1 011/2" = 1'-0"COLLABORATION ROOM 1704 - NORTH ELEV 3 16 1/2" = 1'-0"COLLAB. ROOM 1704 - WEST ELEV 2 13 1 INSTALL (N) COUNTER, CASEWORK, AND FILLER PANELS 2 INSTALL (N) CORNER GUARD, SEE SHEETS 01 & 02/A5-04 FOR ADDITIONAL INFORMATION 3 INSTALL (N) TOP SET BASE. SEE SHEET I1-11 FOR ADDITIONAL INFORMATION 4 INSTALL (N) SIGN. SEE SIGNAGE DRAWINGS FOR ADDITIONAL INFORMATION 5 INSTALL (N) BACKING PER 07/A5-02 6 INSTALL (N) REQUEST TO EXIT 7 REINSTALL (E) THERMOSTAT. SEE MECHANICAL DRAWINGS FOR ADDITIONAL INFORMATION. CITY SUBMITTAL 11/03/2025 101125520, 20187249, 40140902 PS SL 17 / A 4 -01 07 / A 4 -01 02/ A4-01 12/ A4-01 18 / A 2 -03 1619 TOILET, PATIENT 1 3 4 5 2 60 " 54 1/4" 6 78 18 " 54" 9 10 42 " N EQ EQ 2' - 1 0 " 2' - 8 1 / 4 " PROVIDE BACKING PER DETAIL (E) PARTITION 2' - 1 1 " RELOCATE (E) CARRIER, REFER TO PLUMBING DRAWINGS FOR MORE INFORMATION 1' - 0" FIXTURE ANCHORING LOCATION ANCHORED WITH (2) #14 SMS NOTE: (N) LAVATORY AND (N) PIPE WRAP TO BE INSTALLED WITH REQUIRED ACCESSIBLE CLEARANCE PER CBC 11B-606. 8" MIN. 27 " M I N . 34 " M A X . 9" M I N . 6" MAX.11" MIN. 07 A5-02 40 " M A X . 34 " M A X . 80 " WALL HUNG SINK W/ PIPE WRAP/ MIRROR STROBEPAPER TOWEL DISPENSER SOAP DISPENSER / DEGERMER (T O R E F L E C T I N G S U R F A C E ) 40 " M A X NOTE: 1.U.N.O., IN DRAWINGS, DIMENSIONS ARE TYPICAL. PAPER SEAT COVER DISPENSER SANITARY NAPKIN DISPOSAL TOILET PAPER DISPENSER TO O P E N I N G 19 " M A X . 2' - 9 " GRAB BAR STANDARD BACKING. SEE DETAIL 07/A5-02 STANDARD BACKING. SEE DETAIL 07/A5-02 REF. KEYNOTE 22 1 CO N S I S T E N T W A D J B A R ) 33 " ( H E I G H T T O B E 14"34" 3 7" 11 14 27" 16 48"6" 6"1' - 9 1/2" 17 TPD SND 4 SD 1 18"20" 14"18"14"4" MR CO N S I S T E N T W A D J B A R ) 33 " ( H E I G H T T O B E 9" 6"13"23" 2 8 5 6 18" 12 14 15 9 GB PTD 7 SCD TI L E T O T O P O F W A L L 4 14 10 4' - 0 " 1619 5" 10 22" 13 14 R No. F LICENSE STATE D O A RCHITECT C AL IFORNIA STEPHE WHITE RENEWAL DATE C-34829 N 08/31/27 SHEET TITLE PROJECT FACILITY FAC NO: BLDG NO: FLOOR LEV: SECTION: KP PROJ. NO. PERMIT NO. 555 W. Fifth Street Suite 2950 | Los Angeles, CA 90013 USA ARCHITECT CONSULTANT ARCHITECT SEAL CONSULTANT SEAL KAISER FOUNDATION HOSPITALS NATIONAL FACILITIES SERVICES 1800 HARRISON STREET OAKLAND, CALIFORNIA 94612 ISSUE / REVISION LOG NO. ISSUED DATE 0 5' 5 0 ' GR A P H I C S C A L E S : 1 / 1 6 " = 1 ' - 0 " 0 25 ' 1/ 8 " = 1 ' - 0 " 5' 0 12 ' 1/ 4 " = 1 ' - 0 " 1' 0 6' 1/ 2 " = 1 ' - 0 " 1' 0 2' 1- 1 / 2 " = 1 ' - 0 " 0 1' 3" = 1 ' - 0 " IF T H I S S H E E T I S N O T 30 " x 4 2 " , I T I S A R E D U C E D PR I N T - S C A L E AC C O R D I N G L Y AGENCY APPLICATION NUMBER AGENCY APPROVAL STAMP THIS DOCUMENT IS THE PROPERTY OF THE OWNER AND IS NOT TO BE USED WITHOUT OWNER'S WRITTEN PERMISSION. HZ PROJ. NO. www.huitt-zollars.com Phone 310.820.4600 | Fax 310.207.4215 C: \ U s e r s \ l r o b i n s o n \ O n e D r i v e - H u i t t - Z o l l a r s , I n c \ D o cu m e n t s \ R 3 1 4 4 1 2 . 3 5 K P H B M K P O J _ A 2 4 _ l r o b i n s o n L 2 M D X . r vt 1 1 / 3 / 2 0 2 5 3 : 4 5 : 5 6 P M SOCC 2022 R HBM 1st Fl KPOJ REMODEL A4-01 ACCESSIBLE TOILET ROOM - PLAN & ELEVATIONS CA394-1 - CAP027721R314412.35 HARBOR/MacARTHUR MEDICAL OFF 3401 S. HARBOR BLVD. SANTA ANA, CALIFORNIA 92704 1/2" = 1'-0"PLAN - REMODEL PATIENT TOILET 1619 01 GENERAL NOTES ELEVATION KEYNOTES KEYPLAN TRUE NORTH PLAN NORTH 1" = 1'-0"SINK MOUNTING AND CLEARANCE 03 041/2"=1'-0"MOUNTING HEIGHTS - (N) TOILET ROOM 1/2" = 1'-0"RESTROOM 1619 - NORTH ELEV 021/2" = 1'-0"RESTROOM 1619 - EAST ELEV 071/2" = 1'-0"RESTROOM 1619 - SOUTH ELEV 121/2" = 1'-0"RESTROOM 1619 - WEST ELEV 17 1 INSTALL (N) TOILET 2 INSTALL (N) TOILET SEAT COVER DISPENSER 3 INSTALL (N) WALL-MOUNTED HAND WASH SINK. SEE PLUMBING DWGS. FOR ADDITIONAL INFO. 4 INSTALL (N) SOAP DISPENSER 5 INSTALL (N) WALL-MOUNTED PAPER TOWEL DISPENSER 6 INSTALL (N) ODOR ELIMINATOR DEVICE 7 INSTALL (N) TOILET PAPER DISPENSER 8 INSTALL (N) FIRE ALARM HORN AND STROBE LIGHT 9 INSTALL (N) PRE-ASSEMBLY VALVES ENCLOSURE. SEE PLUMBING DRAWINGS FOR ADDITIONAL INFORMATION 10 INSTALL (N) SANITARY NAPKIN DISPOSAL 1 INSTALL (N) TOILET, SEE PLUMBING DRAWINGS FOR ADDITIONAL INFORMATION 2 INSTALL (N) TOILET SEAT COVER DISPENSER 3 INSTALL (N) TOILET PAPER DISPENSER 4 INSTALL (N) WALL-MOUNTED HAND WASH SINK. SEE PLUMBING DRAWINGS FOR ADDITIONAL INFORMATION 5 INSTALL (N) ADA PIPE WRAP 6 INSTALL (N) SOAP DISPENSER 7 INSTALL (N) WALL-MOUNTED PAPER TOWEL DISPENSER 8 INSTALL (N) WALL-MOUNTED MIRROR 9 INSTALL (N) PRE-ASSEMBLY VALVES ENCLOSURE. SEE PLUMBING DRAWINGS FOR ADDITIONAL INFORMATION 10 INSTALL (N) CORNER GUARD 11 INSTALL (N) PULL CORD NURSE CALL STATION 12 INSTALL (N) ODOR ELIMINATOR DEVICE 13 INSTALL (N) FIRE ALARM HORN AND STROBE LIGHT 14 INSTALL (N) COVE BASE, SEE SHEET I1-11 FOR ADDITIONAL INFORMATION 15 INSTALL (N) 36" ADA GRAB BAR, SEE 07/A5-02 FOR ADDITIONAL INFORMATION 16 INSTALL (N) 48" ADA GRAB BAR, SEE 07/A5-02 FOR ADDITIONAL INFORMATION 17 INSTALL (N) SANITARY NAPKIN DISPOSAL PLAN KEYNOTES RESTROOM ACCESSORIES SCHEDULE SPEC QTY DESCRIPTION MANUFACTURER MODEL # RESP. CODE MOUNTING DIMENSIONS (INCHES) ANCHORAGE DETAIL #NOTESLE N G T H HE I G H T WI D T H ( D E P T H ) DI A . GB 1 GRAB BAR BOBRICK B-5806 SERIES CFCI WALL 0' - 1 1/4" 07/A5-02 LENGTHS: 36", 42" MR 1 MIRROR BOBRICK B-190 SERIES CFCI WALL 1' - 6" 2' - 6" 0' - 0 1/2" 07/A5-02 PTD 1 PAPER TOWEL DISPENSER BOBRICK B-262 CFCI WALL 1' - 0 5/8" 1' - 4 7/16" 0' - 9 3/16" N/A SCD 1 TOILET SEAT COVER DISPENSER BOBRICK B-262 CLASSIC SERIES CFCI WALL 1' - 3 3/4" 0' - 11" 0' - 2" N/A SD 1 SOAP DISPENSER ECOLAB 9263-4278 CFCI WALL 0' - 6 1/2"0' - 11 3/16" 0' - 4" N/A SND 1 SANITARY NAPKIN DISPOSAL BOBRICK B-254 CLASSIC SERIES CFCI WALL 0' - 7 1/2" 0' - 10" 0' - 3 3/4" N/A TPD 1 TOILET PAPER DISPENSER BOBRICK B-273 CFCI WALL 0' - 6 1/2" 0' - 1 1/2" 0' - 4 7/8" N/A NOT APPLICABLE CITY SUBMITTAL 11/03/2025 101125520, 20187249, 40140902 CONCRETE FLOORS: UL-CLASSIFIED TYPE OF PENETRANT SYSTEM F-RATING (HR)T-RATING (HR) CIRCULAR BLANK OPENING 2 3 1.5 3 C-AJ-0090 C-AJ-0086 SINGLE METAL PIPE OR CONDUIT 2 0C-AJ-1126 SINGLE OR BUNDLED CABLES 2 0C-AJ-3095 GYPSUM WALLBOARD ASSEMBLIES: UL-CLASSIFIED TYPE OF PENETRANT SYSTEM F-RATING (HR)L-RATING METAL PIPES OR CONDUIT 1 2 W-L-1054 W-L-1054 NON-METALLIC PIPE OR CONDUIT 1 2 W-L-2128 W-L-2128 SINGLE OR BUNDLED CABLES 1 2 W-L-3065 W-L-3065 CABLE TRAY 1 2 W-L-4011 W-L-4011 INSULATED PIPES 1 2 W-L-5028 W-L-5028 1 CFM / SF 1 CFM / SF 8 CFM / SF 8 CFM / SF 5 CFM / SF 5 CFM / SF 1 CFM / SF 1 CFM / SF CONTRACTOR TO PROVIDE FIRESTOPPING SUBMITTAL TO ARCHITECT OF RECORD FOR REVIEW AND APPROVAL. SUBMITTAL SHALL INCLUDE FIRESTOPPING DETAILS (WITH APPROVED UL REFERENCE) COORDINATED WITH A LOCATION FLOOR PLAN. SUBMITTAL TO INCLUDE ENGINEERING JUDGEMENT IF REQUIRED. SIMILAR FOR FIRE-PROOFING PROVISIONS IF NECESSARY. 1. CERTIFIED SINGLE-AND DOUBLE-GANG METALLIC OUTLET AND SWITCH BOXES WITH METALLIC OR NONMETALLIC COVER PLATES MAY BE USED IN NONBEARING STEEL STUD WALLS WITH RATINGS NOT EXCEEDING 2 HR. THE METALLIC OUTLET OR SWITCH BOXES SHOULD BE SECURELY FASTENED TO THE STUDS AND THE OPENING IN THE WALLBOARD FACING SHOULD BE CUT SO THAT THE CLEARANCE BETWEEN THE BOX AND THE WALLBOARD DOES NOT EXCEED 1/8 IN. THE SURFACE AREA OF INDIVIDUAL METALLIC OUTLET OR SWITCH BOXES SHOULD NOT EXCEED 16 SQIN. THE AGGREGATE SURFACE AREA OF THE BOXES SHOULD NOT EXCEED 100 SQ IN. PER 100 SQ FT OF WALL SURFACE. THE AGGREGATE SURFACE AREA OF THE BOXES MAY BE EXCEEDED WHEN WALL-OPENING PROTECTIVE MATERIALS (PER UL CLIV) ARE INSTALLED ACCORDING TO THE REQUIREMENTS OF THEIR CERTIFICATION. 2. METALLIC BOXES LOCATED ON OPPOSITE SIDES OF WALLS OR PARTITIONS SHOULD BE SEPARATED BY A MINIMUM HORIZONTAL DISTANCE OF 24 IN. THIS MINIMUM SEPARATION DISTANCE BETWEEN METALLIC BOXES MAY BE REDUCED WHEN WALL-OPENING PROTECTIVE MATERIALS (PER UL CLIV) ARE INSTALLED ACCORDING TO THE REQUIREMENTS OF THEIR CERTIFICATION. FIRE-STOPPING SUBMITTAL METAL BACK BOX PROTECTION (NON-STRUCTURAL INTERIOR FURRING) PARTIAL HEIGHT GYP. BD. ON SIDE WITH OPTIONS FOR FULL HEIGHT STUD (BRACING CAN BE USED AS AN ALTERNATE WHERE FIELD CONDITIONS DO NOT ALLOW FULL HEIGHT STUDS) TYPE C PARTITION TYPE LIMITING HT 16" OC C1 C2 C3 C4 3/ 4 " CONT ACOUS SEALANT TYP. OVERHEAD STRUCTURE RUNNER TOP OF METAL STUD 4" . . C4 C2 2 1/2" 16 GA METAL STUD (250S162-54) @ 16" O.C. 4" 16 GA METAL STUD (400S162-54) @ 16" O.C. 9'-6" 12'-6" 16'-0" 17'-3" 3 1/8" 4 5/8" ALT. ALT. 5/8" THICK LEAD BACKED GYP. BD. (WHERE OCCURS, SEE LEAD SHIELDING SHEET Q8-01 & Q8-02) ACOUSTICAL BATT INSULATION (WHERE INDICATED) 13 A5-02 09 A5-02 21 A5-02 19 A5-02 CEILING C1 1 5/8" 16 GA METAL STUD (162S162-54) @ 16" O.C. .2 1/4" C3 3 5/8" 16 GA METAL STUD (362S162-54) @ 16" O.C. 4 1/4" . (NON-STRUCTURAL INTERIOR PARTITION) PARTIAL HEIGHT GYP. BD. EACH SIDE WITH OPTIONS FOR FULL HEIGHT STUD (BRACING CAN BE USED AS AN ALTERNATE WHERE FIELD CONDITIONS DO NOT ALLOW FULL HEIGHT STUDS) TYPE B PARTITION TYPE LIMITING HT 16" OC B3 B4 B6 3/ 4 " CONT ACOUS SEALANT TYP. BOTH SIDES OVERHEAD STRUCTURE RUNNER TOP OF METAL STUD 4" 5 1/4" . B6 B4 4" 16 GA METAL STUD (400S162-54) @ 16" O.C. 16'-0" 17'-3" 20'-0" ALT. 7 1/4" 5/8" THICK LEAD BACKED GYP. BD. (WHERE OCCURS - SEE WALL TYPE MODIFIERS) ACOUSTICAL BATT INSULATION (WHERE OCCURS - SEE WALL TYPE MODIFIERS) 13 A5-02 09 A5-02 ALT. 21 A5-02 19 A5-02 CEILING . B3 3 5/8" 16 GA METAL STUD (362S162-54) @ 16" O.C. 4 7/8" PARTITION TYPE TAG MODIFIER (ADDITIONAL DESIGNATIONS) STUD SIZE PARTITION TYPE HOURLY FIRE RATING (A DASH (-) INDICATES A NON-RATED PARTITION.) 1. PARTITION TYPES SHOWN THIS SHEET REFER TO BASE WALL ONLY. REFER TO OTHER SCHEDULES AND DETAILS FOR FINISHES. 2. REFER TO FLOOR PLANS FOR LOCATIONS AND IDENTIFICATION OF ALL FIRE RESISTANCE AND / OR SMOKE RATED PARTITIONS. 3. IDENTIFY ALL FIRE RESISTANCE AND / OR SMOKE RATED PARTITIONS WITH LABELS 12 INCHES ABOVE THE CEILING OR 10 FEET MAX. ABOVE THE FLOOR IF NO CEILING. USE 1 1/2" HIGH LETTERS, CLEARLY LEGIBLE & READABLE AGAINST A CONTRASTING BACKGROUND. 4. UL DESIGN NUMBERS REFER TO THE UNDERWRITERS FIRE LABORATORY RESISTANCE DIRECTORY, LATEST EDITION. 5. FIRE RESISTANCE RATED PARTITIONS TO HAVE FIRESTOPPING SEALANT AT THE HEAD, SILL, AND JUNCTURES WITH DISSIMILAR MATERIALS, SUCH AS PIPES, DUCTS, CONDUITS, ETC. 6. NON-RATED PARTITIONS TO HAVE ACOUSTICAL SEALANT CONTINUOUS AT THE HEAD, SILL, AND JUNCTURES WITH DISSIMILAR MATERIALS AND ALL AROUND PENETRATIONS AND OPENINGS. 7. REFER TO THE GYPSUM BOARD MATERIAL SCHEDULE THIS SHEET FOR A DESCRIPTION OF THE TYPE OF GYPSUM BOARD PANELS AND WHERE THEY ARE USED. 8. STC RATINGS SHOWN ARE BASED ON LABORATORY TESTED ASSEMBLIES AND WILL NOT NECESSARILY REFLECT THE ACTUAL PERFORMANCE OF THE COMPLETED PARTITIONS. 9. LIMITING HEIGHT INDICATES GIVE THE MAXIMUM UNSUPPORTED HEIGHT FOR THAT PARTITION TYPE BASED ON A DEFLECTION CRITERIA RATION OF L/240. WHERE FLOOR TO STRUCTURE HEIGHT OF PARTITION EXCEEDS THE INDICATED LIMITING HEIGHT, PROVIDE SUPPLEMENTAL BRACING TO THE STRUCTURE OVERHEAD AS REQUIRED TO MAINTAIN DEFLECTION RATIO WITHIN L/240. 10. FOR PARTITION WITH "BRITTLE" FINISHES SUCH AS PLASTER AND CERAMIC TILE, DESIGN PARTITION SYSTEM TO MAINTAIN DEFLECTION RATIO WITH L/360. 1. ADDITIONAL DESIGNATION 'X' TO PARTITION TYPE INDICATES ADDITIONAL LAYER 5/8" GYP. BD. EACH FINISHED SIDE. 2. ADDITIONAL DESIGNATION 'S' TO PARTITION TYPE INDICATES ACCOUSTICAL INSULATION IN STUD SPACE FULL HEIGHT. 3. ADDITIONAL DESIGNATION 'L' TO PARTITION TYPE INDICATES LEAD SHIELDING REQUIREMENT WITH THICKNESS PER PHYSICIST REPORT. PARTITION TYPE MODIFIER NOTES: PARTITION NOTES: GYPSUM WALL BOARD SCHEDULE 5/8" TYPE "X" GYPSUM BOARD ALL PARTITIONS UNO BELOW, OR OTHERWISE ON FLOOR PLANS PROVIDE BEHIND ALL PLUMBING FIXTURES (WATER CLOSETS, URINALS, LAVATORIES, EWC'S, ETC) TO A HEIGHT OF 4' AFF AND 8' WIDE (CENTER ON FIXTURE) PARTITIONS EXPOSED DIRECTLY TO RUNNING WATER & SCHEDULED TO RECEIVE TILE. EXAMPLES: SHOWERS, BATHTUB ENCLOSURE USE AT ALL TOILET ROOMS, HOUSEKEEPING / JANITOR CLOSETS. 5/8" MOLD, WATER, ABUSE & FIRE RESISTANT GYPSUM BOARD 1/2" CEMENTITIOUS OR 5/8" TILE BACKER BOARD 5/8" TYPE "X" MOISTURE RESISTANT 5/8" ABUSE & FIRE RESISTANT GYPSUM BOARD AS INDICATED ON PLANS 5/8" THICK LEAD BACKED GYP. BD (RAY-BAR TYPE "RB-LBG" INSTALLED VERTICALLY, OR EQUAL) AS INDICATED ON PLANS. SEE LEAD SHIELDING SHEET Q8-11 1 A4L TYPE A 5 1/4" (NON-STRUCTURAL INTERIOR PARTITION) GYP BD FULL HEIGHT EACH SIDE AND ACOUSTICAL INSULATION FULL HEIGHT WHERE INDICATED PARTITION TYPE LIMITING HT 16" OC A4 A6 17'-3" 20'-0" 1/ 2 " OVERHEAD STRUCTURE RUNNER TOP OF METAL STUD 4" 16 GA METAL STUD (400S162-54) @ 16" O.C. PROVIDE RATED JOINT ASSEMBLY WHEN PLANS INDICATE A FIRE RATING A4 5/8" THICK LEAD BACKED GYP. BD. (WHERE OCCURS - SEE WALL TYPE MODIFIERS) ACOUSTICAL BATT INSULATION (WHERE OCCURS - SEE WALL TYPE MODIFIERS) ADD SECOND LAYER OF GYP. BD. AT EACH FACE FOR 2-HR RATED WALLS (WHERE OCCURS - SEE WALL TYPE MODIFIERS) PROVIDE RATED JOINT ASSEMBLY WHEN PLANS INDICATE A FIRE RATING STC RATING 56+ 56+ . 7 1/4"6" 16 GA METAL STUD (600S162-54) @ 16" O.C.A6 21 A5-02 14 A5-02 FIRE RATING 1 HR - 2 HR (UL U465 or U430) 1 HR - 2 HR (UL U465 or U430) (NON-STRUCTURAL INTERIOR CHASE WALL) GYP BD FULL HEIGHT EACH SIDE AND ACOUSTICAL INSULATION FULL HEIGHT WHERE INDICATED TYPE E PARTITION TYPE LIMITING HT 16" OC E2 OVERHEAD STRUCTURE RUNNER, TYP. TOP OF METAL STUD, TYP. 1/ 2 " . PLAN BRACING CUT FROM STEEL STUD RUNNERS MINIMUM 9 1/2" LONG @ 48" O.C. VERTICAL. WHERE STUD CAVITY DEPTH IS 9 1/2" OR LESS BRACING TO BE 5/8" GYP BD X 12" WIDE @ 48" O.C. VERTICAL METAL STUDS CONT ACOUS SEALANT TYP BOTH SIDES 17'-6" PROVIDE RATED JOINT ASSEMBLY WHEN PLANS INDICATE A FIRE RATING SIM. SIM. E2 2 1/2" 16 GA METAL STUD (250S162-54) @ 16" O.C. 5/8" THICK LEAD BACKED GYP. BD. (WHERE OCCURS - SEE WALL TYPE MODIFIERS) ACOUSTICAL BATT INSULATION (WHERE OCCURS - SEE WALL TYPE MODIFIERS) ADD SECOND LAYER OF GYP. BD. AT EACH FACE FOR 2-HR RATED WALLS (WHERE OCCURS - SEE WALL TYPE MODIFIERS) PROVIDE RATED JOINT ASSEMBLY WHEN PLANS INDICATE A FIRE RATING 21 A5-02 14 A5-02 FIRE RATING 1 HR UL U420 R No. F LICENSE STATE D O A RCHITECT C AL IFORNIA STEPHE WHITE RENEWAL DATE C-34829 N 08/31/27 SHEET TITLE PROJECT FACILITY FAC NO: BLDG NO: FLOOR LEV: SECTION: KP PROJ. NO. PERMIT NO. 555 W. Fifth Street Suite 2950 | Los Angeles, CA 90013 USA ARCHITECT CONSULTANT ARCHITECT SEAL CONSULTANT SEAL KAISER FOUNDATION HOSPITALS NATIONAL FACILITIES SERVICES 1800 HARRISON STREET OAKLAND, CALIFORNIA 94612 ISSUE / REVISION LOG NO. ISSUED DATE 0 5' 5 0 ' GR A P H I C S C A L E S : 1 / 1 6 " = 1 ' - 0 " 0 25 ' 1/ 8 " = 1 ' - 0 " 5' 0 12 ' 1/ 4 " = 1 ' - 0 " 1' 0 6' 1/ 2 " = 1 ' - 0 " 1' 0 2' 1- 1 / 2 " = 1 ' - 0 " 0 1' 3" = 1 ' - 0 " IF T H I S S H E E T I S N O T 30 " x 4 2 " , I T I S A R E D U C E D PR I N T - S C A L E AC C O R D I N G L Y AGENCY APPLICATION NUMBER AGENCY APPROVAL STAMP THIS DOCUMENT IS THE PROPERTY OF THE OWNER AND IS NOT TO BE USED WITHOUT OWNER'S WRITTEN PERMISSION. HZ PROJ. NO. www.huitt-zollars.com Phone 310.820.4600 | Fax 310.207.4215 C: \ U s e r s \ l r o b i n s o n \ O n e D r i v e - H u i t t - Z o l l a r s , I n c \ D o cu m e n t s \ R 3 1 4 4 1 2 . 3 5 K P H B M K P O J _ A 2 4 _ l r o b i n s o n L 2 M D X . r vt 1 1 / 3 / 2 0 2 5 3 : 4 5 : 5 7 P M SOCC 2022 R HBM 1st Fl KPOJ REMODEL A5-01 DETAILS - PARTITION TYPES CA394-1 - CAP027721R314412.35 HARBOR/MacARTHUR MEDICAL OFF 3401 S. HARBOR BLVD. SANTA ANA, CALIFORNIA 92704 12" = 1'-0"THROUGH PENETRATION FIRESTOPS 03 3" = 1'-0"PARTITION TYPE C 08 3" = 1'-0"PARTITION TYPE B 07 1/4" = 1'-0"PARTITION TYPE NOTES 013" = 1'-0"PARTITION TYPE A 05 3" = 1'-0"PARTITION TYPE E 10 CITY SUBMITTAL 11/03/2025 101125520, 20187249, 40140902 NOTE: 1. LATERAL BRACING REQUIRED ONLY AT WALLS WITH A SINGLE SIDE FINISH, WALLS WITH NO FINISH, OR WHERE INDICATED ON THE PLANS. 2. NOTCHING OR CUTTING OF COLD-ROLLED CHANNEL IS NOT PERMITTED FOR ANY CONDITION WHERE BRACING TERMINATES @ BUILT UP JAMB, EXTEND CRC INTO PUNCH OUT 1 1/2"x2"x16 GA. CLIP ANGLE @ EA. STUD - ANGLE TO BE 1/4" LESS THAN STUD WIDTH W/ (2) #8 SMS, EA. LEG, TYP. LATERAL BRACING: CONT. 1-1/2" 16 GA. COLD ROLLED CHANNEL (CRC) @ 48" O.C. MAX LATERAL BRACING SPLICE: 12" LONG CRC INVERTED OVER CENTER OF SPLICE W/ (3) #8 SMS EA. SIDE OF SPLICE METAL STUD 16" O.C. PER PARTITION TYPE, TYP. MAX. 1/4" NOTE: 1. MAY BE USED FOR ATTACHMENT OF CABINETS OR EQUIPMENT DISTRIBUTING 80# OR LESS TO EACH STUD, OR GRAB BARS LOADS OF 250# APPLIED IN ANY DIRECTION. 2. NOTCHING OR CUTTING OF BACKING PLATE IS NOT PERMITTED EXCEPT AS SHOWN 3. EXTEND BACKING ONE STUD BAY BEYOND END OF CABINET OR EQUIPMENT METAL STUD 16" O.C. PER PARTITION TYPE, TYP. (3) #10 SMS @ EACH END OF BACKING TRACK @ EACH STUD (3) #10 SMS @ EACH STUD CUT TOP AND BOTTOM FLANGES OF TRACK AT EACH STUD, TYP. MIN. 600T150-54 UNPUNCHED BACKING TRACK. EXTEND BACKING TO NEXT STUD CRIPPLE STUD - ATTACH TO JAMB WITH (3) #10 SMS UNPUNCHED TRACK - SIZE AND GAUGE TO MATCH WALL STUD CEMCO 16 GA. KING STUD WITH 3" WIDE FLANGE AND 7/8" STIFFENING LIP - WIDTH TO MATCH WALL TYPE (ICC ESR-3016) CONT. METAL TRACK PROVIDE 0.157 DIA HILTI X-U SHOTPIN WITH 1" EMBED @ EACH JAMB STUD, TYP. CRIPPLE STUDS - ANCHOR TO TRACK WITH #10 SMS EACH FACE, TOP AND BOTTOM (2) #10 SMS EA SIDE PRO-X SILL PER SCHEDULE (ICC ESR-1765) JAMB STUD PER: PRO-X CLIP -ATTACH TO JAMB WITH (4) #10 SMS (2) #10 SMS TO PRO-X CLIP (2) #10 SMS EACH SIDE TO PRO-X CLIP PRO-X HEADER PER SCHEDULE (ICC ESR-1765) PRO-X CLIP -ATTACH TO JAMB WITH (4) #10 SMS FOR 3-5/8" AND 4" STUDS. PROVIDE (6) #10 SMS FOR 6" AND 8" STUDS (2) #10 SMS TO PRO-X CLIP (2) #10 SMS EACH SIDE TO PRO-X CLIP PRO-X HEADER AND INSERT PER SCHEDULE (ICC ESR-1765) PRO-X CLIP -ATTACH TO JAMB WITH (4) #10 SMS FOR 3-5/8" AND 4" STUDS. PROVIDE (6) #10 SMS FOR 6" AND 8" STUDS (2) #10 SMS TO PRO-X CLIP (2) #10 SMS EACH SIDE TO PRO-X CLIP HEADER WITH INSERT TO JAMB HEADER WITHOUT INSERT TO JAMB SILL TO JAMB #10 SMS @ 8" O.C. TO CONNECT INSERT TO HEADER STYLE: 'X' STYLE: 'XT' STYLE: 'XTC' STYLE: 'CLIP' NOTES: • MAX WALL HEIGHT FOR THIS SYSTEM IS 16'-0" • HEADERS HEIGHTS TO BE 7'-2" OR GREATER • USE 54 MIL. MATERIAL THICKNESS FOR HEADERS -SILLS TO MATCH WALL STUD GAUGE. • USE CHART ABOVE TO SELECT HEADER SIZE BASED ON WALL STUD WIDTHS AND OPENING SPAN. • FOR WINDOWS AND OVERHEAD HVAC OPENING USE SAME MEMBER SELECTION AS DOORS. • PRO-X HEADER SYSTEM BY BRADY CONSTRUCTION INNOVATIONS INC. CONFORMS TO ICC ESR-1765 • ALL PRO-X CLIPS ARE 54 MIL. • MAXIMUM GAP BETWEEN END OF PRO-X HEADER AND JAMB TO BE 3/8" EACH SIDE. • ALL FASTENERS CAN BE INSTALL IN EITHER DIRECTION (I.E. CLIP TO JAMB OR JAMB TO CLIP) • SCREWS SHALL BE #10 SMS WITH SUFFICIENT LENGTH TO ENSURE PENETRATION INTO STEEL STUD BY AT LEAST 3 FULL DIAMETER THREADS HEADER / SILL SCHEDULE FOR WALLS (NON-RATED AND 1-HOUR) I = 1.0, L/240 LATERAL LOADS MIN. 5 PSF PER 2019 CBC 1607.14 or 1607A.14 STUD SIZE MODEL TYPE ALLOW. SPAN MODEL UP TO 4'-6"4'-7" TO 6'-6" ALLOW. SPAN MODEL 6'-7" TO 8'-6" ALLOW. SPAN MODEL 8'-7" TO 10'-6" ALLOW. SPAN MODEL 10'-7" TO 12'-0" ALLOW. SPAN MODEL 3-5/8" = 362 4" = 400 6" = 600 8" = 800 362X425-33 400X425-33 600X425-33 800X425-33 362X425-54 400X425-54 600X425-43 800X425-43 362X425-68 400X425-68 600X425-54 800X425-54 362XTC425-54 400XTC425-54 600X425-68 800X425-68 362XTC425-68 400XTC425-68 600XTC425-54 800XTC425-54 JAMB STUD PER: JAMB STUD PER:18 A5-02 18 A5-02 18 A5-02 NOTE: 1. LATERAL BRACING REQUIRED ONLY AT WALLS WITH A SINGLE SIDE FINISH, WALLS WITH NO FINISH, OR WHERE INDICATED ON THE PLANS (PARTITION TYPE C, PER 08/A5-01). METAL STUD 16" O.C. PER PARTITION TYPE, TYP. (1) #10 SMS @ EACH STUD TAUT FLAT STAP, 16 GA., 1-1/2" WIDE, @ 48" O.C. VERT. MAX FINISH SURFACE WHERE OCCURS (1) #10 SMS @ EACH END OF STRAP AT SLICE 16 GA. 2" FLANGE METAL STUD BLOCKING AT EACH END OF WALL AND AT 8'-0" MAX. BLOCKING SIZE TO MATCH WALL STUDS. CUT TRACK FLANGES AND BEND WEB TO FORM A 4" OVERLAP (3) #10 SMS BETWEEN STUDS NOTE: 1. LATERAL BRACING REQUIRED ONLY AT WALLS WITH A SINGLE SIDE FINISH, WALLS WITH NO FINISH, OR WHERE INDICATED ON THE PLANS (PARTITION TYPE C, PER 08/A5-01). 2. NOTCHING OR CUTTING OF COLD-ROLLED CHANNEL IS NOT PERMITTED FOR ANY CONDITION ATTACH TO STUD WIDTH W/ (2) #8 SMS, TYP. LATERAL BRACING: CONT. 1-1/2" 16 GA. COLD ROLLED CHANNEL (CRC) @ 48" O.C. MAX LATERAL BRACING SPLICE: 12" LONG CRC INVERTED OVER CENTER OF SPLICE W/ (3) #8 SMS EA. SIDE OF SPLICE METAL STUD 16" O.C. PER PARTITION TYPE, TYP. FINISH SURFACE WHERE OCCURS 16 GA. 2" FLANGE METAL STUD BLOCKING AT EACH END OF WALL AND AT 8'-0" MAX. BLOCKING SIZE TO MATCH WALL STUDS. CUT TRACK FLANGES AND BEND WEB TO FORM A 4" OVERLAP (3) #10 SMS BETWEEN STUDS CEMCO 16 GA. KING STUD WITH 3" WIDE FLANGE AND 7/8" STIFFENING LIP - WIDTH TO MATCH WALL TYPE (ICC ESR-3016) DOOR FRAME FLOOR ANCHOR WITH (2) 0.157 DIA. HILTI X-U SHOTPINS WITH 1" EMBED (ESR-2269) ALTERNATE: USE (1) 3/8" DIA. HILTI KB-TZ2 WITH 2" MIN. EMBED (ESR-4266) OR USE (2) 1/4" DIA. HILTI KH-EZ WITH 1-5/8" MIN. EMBED (ESR-4266) DOOR FRAME JAMB ANCHOR - PROVIDE (1) ANCHOR FOR EVERY 2'-0" OF JAMB LENGTH - ANCHOR WITH (2) #10 SMS WELDED HOLLOW METAL FRAME - SEE DOOR SCHEDULE (2) #10 SMS EACH SIDE 1/2" MINIMUM PER NFPA 80 CONT. METAL TRACK ANCHOR WITH (2) 0.157 DIA. HILTI X-U SHOTPINS WITH 1" EMBED (ESR-2269) - MAINTAIN MIN. EDGE DISTANCES LWC OVER METAL DECK OR NWC SLAB 2" 4" 362S162-43 METAL STUD BRACE 48" O.C. SPACING AND AT ALL JAMB STUDS AND TRACK SPLICES (2) #10 SMS EA SIDE - MAINTAIN 3/4" EDGE DIST. AND 3/4" MIN. SPACING BETWEEN SCREWS, TYP. 9'-0" M A X SPAN 16 GA. TRACK TO MATCH BRACE SIZE WITH DEEP LEG - ANCHOR WITH (2) 3/8" DIA. HILTI KB-TZ WITH 2" EFF. EMBED (ESR-4266) - CENTERED ON LOW FLUTE EQ EQMIN. 1 1/2"MINIMUM OF 12" MIN. 1 1/2" WEB OF BRACE 30 ° TO 60° CONCRETE FILLED METAL DECK MI N . 4" 362S162-43 METAL STUD BRACE 48" O.C. SPACING AND AT ALL JAMB STUDS AND TRACK SPLICES (2) #10 SMS EA SIDE - MAINTAIN 3/4" EDGE DIST. AND 3/4" MIN. SPACING BETWEEN SCREWS, TYP. 16 GA. TRACK TO MATCH BRACE SIZE WITH DEEP LEG - ANCHOR WITH (2) 3/8" DIA. HILTI KB-TZ WITH 2" EFF. EMBED (ESR-4266) - CENTERED ON LOW FLUTE CONCRETE FILLED METAL DECK MI N . 4" 9'-0" M A X SPAN 30° TO 60° WHERE OPENINGS INTERRUPT 16 GA BACKING STUDS, TREAT SILL AS LINTEL PER SEAL ALL OPENINGS AROUND DUCT PENETRATIONS THRU RATED PARTITIONS LATERAL BRACING WHERE REQUIRED BACKING PLATE, TYP DUCT OPENING DOOR OPENING SERVICE BOX OPENING WINDOW OPENING SC H E D U L E D C E I L I N G H E I G H T 6" NOTES: 1. MANY TYPICAL PARTITION FRAMING CONDITIONS ARE SHOWN IN COMPOSITE FORM, BUT NOT ALL. FULL HEIGHT WALL BRACED WALL CEILING LINE PROVIDE WALL BRACE AT ALL JAMB CONDITIONS, TYP. WALL BRACE @ 48" O.C., TYP. EXTEND GYP. BD. ABOVE CEILING LINE 08 A5-02 07 A5-02 18 A5-02 TYPE 'X' GYP. BD. TYP. 03 A5-02 09 A5-02 13 A5-02 21 A5-02 14 A5-02 PROVIDE 16 GA. STUDS AT BACKING LOCATIONS, TYP. 03 A5-02 03 A5-02 02 A5-02 (E) FULL HEIGHT WALL (E) BRACED WALL PROVIDE (N) WALL BRACE AT ALL JAMB CONDITIONS, TYP. (E) WALL BRACE 09 A5-02 13 A5-02 (N) DOOR OPENING 18 A5-02 03 A5-02 (E) METAL STUD FRAMING (E) STRUCTURE (E) GYP. BD. FINISH LINE OF (E) CEILING SUPPORT (E) FRAMING UNTIL (N) HEADER IS INSTALLED (N) HEADER (E) HEADER (E) CONT. METAL TRACK (E) CONT. METAL TRACK (E) GYP. BD. FINISH (N) GYP. BD. FINISH TO MATCH THICKNESS OF (E) (E) METAL STUD FRAMING (N) METAL STUD FRAMING @ 16" O.C. TO MATCH WIDTH OF (E) (N) METAL TRACK TO MATCH THICKNESS OF (E) - ATTACH TO STRUCT. W/ 0.157" DIA. HILTI X-U SHOTPINS @ 24" O.C. AND 6" FROM ENDS (N) METAL TRACK TO MATCH THICKNESS OF (E) - ATTACH TO (E) HEADER WITH (2) #10 SMS @ 12" O.C. CUT BACK (E) GYP. BD. TO CENTERLINE OF (E) KING STUD AND RE-FASTEN EDGE ATTACH (N) STUD TO (E) WITH (2) #10 SMS @ 16" O.C. REMOVE AND RE-INSTALL GYP. BD. FINISH AS NECESSARY TO INSTALL NEW FRAMING MEMBERS MA X I M U M O F 1 2 " 3" 3" (4) #10 SMS EACH SIDE OF SPLICE CENTERLINE OF TOP TRACK SPLICE (6) #10 SMS 1" 1" 1" CUT BRACE FLANGE AND BEND WEB NESTED TRACK OF SAME THICKNESS FOR SPLICING ALTERNATE BRACES IF POSSIBLE METAL STUD 16" O.C. PER PARTITION TYPE, TYP. #10 SMS EA SIDE @ EA. STUD CONT. TOP TRACK 362S162-43 METAL STUD BRACE 48" O.C. SPACING AND AT ALL JAMB STUDS AND TRACK SPLICES 9'-0" MAX S P A N 1" 13 A5-02 FOR TOP CONNECTION SEE DETAIL: AT RATED WALLS USE UL HW- D-0042 OR HW-D-0045 HEAD WALL JOINT SYSTEM - USE INTUMESCENT SEALANT (HILTI CFS-SP WB OR CP606 AS LISTED) LWC/NWC OVER METAL DECK METAL STUD 16" O.C. 5/8" GYP. BD. THERMAL OR BATT INSULATION WHERE OCCURS -SEE PARTITION TYPES 4" WIDE 16 GA. METAL STRAP @ 12" O.C. - SECURE W/ (2) 0.157 DIA HILTI X-U SHOTPINS WITH 1-1/4" EMBED @ 12" O.C. (ICC ESR-2269) MIN. 1 1/2" FILL VOID WITH MIN. 4-PCF DENSITY MINERAL WOOL MA X . 3 / 4 " MI N . 1 / 2 " T O 16 GA. CONT. SLOTTED SLIP TRACK W/ (2) #10 SMS @ EA. STRAP (1) #10 SMS EA. STUD, EA. FACE LOCATED TO ALLOW MAX. DEFLECTION. LWC/NWC OVER METAL DECK 5/8" GYP. BD. FILL VOID WITH MIN. 4-PCF DENSITY MINERAL WOOL 16 GA. CONT. SLOTTED SLIP TRACK W/ (1) 0.157 DIA HILTI X-U SHOTPINS WITH 1-1/4" EMBED @ 12" O.C. (ICC ESR-2269) (1) #10 SMS EA. STUD, EA. FACE LOCATED TO ALLOW MAX. DEFLECTION. METAL STUD 16" O.C. THERMAL OR BATT INSULATION WHERE OCCURS -SEE PARTITION TYPES MI N . 4" MI N . 4" MA X . 3 / 4 " MI N . 1 / 2 " T O AT RATED WALLS USE UL HW- D-0042 OR HW-D-0045 HEAD WALL JOINT SYSTEM - USE INTUMESCENT SEALANT (HILTI CFS-SP WB OR CP606 AS LISTED) ST U D S H A L L B E I N D E X E D 10 " M I N . LWC OVER METAL DECK OR NWC SLAB SECURE MTL. STUD TO TRACK W/ # 10 S.M.S., TYP. CONT. METAL TRACK W/ 0.157 DIA HILTI X-U SHOTPINS WITH 1" EMBED @ 8" O.C. (ICC ESR-2269) METAL STUD 16" O.C. 5/8" GYP. BD. FOR WALL WITH CASEWORK ON ONE OR BOTH SIDES USE 3/8" DIA. HILTI KB TZ WITH 2" EMBED @ 24" O.C. (ICC ESR-1917) THERMAL OR BATT INSULATION WHERE OCCURS -SEE PARTITION TYPES AT RATED WALLS PROVIDE FIRE SEALANT PER UL JOINT ASSEMBLY BW-S-0001 CONT. ACOUSTIC SEALANT 1-1/2" MIN., TYP. 1/ 2 " G A P 1/ 2 " G A P LWC/NWC OVER METAL DECK 4" WIDE 16 GA. METAL STRAP @ 12" O.C. - SECURE W/ (2) 0.157 DIA HILTI X-U SHOTPINS WITH 1-1/4" EMBED @ 12" O.C. (ICC ESR-2269) METAL STUD 16" O.C. 16 GA. CONT. SLOTTED SLIP TRACK W/ (2) #10 SMS @ EA. STRAP PER (1) #10 SMS EA. STUD, EA. FACE LOCATED TO ALLOW MAX. DEFLECTION. 16 GA. CONT. SLOTTED SLIP TRACK W/ (1) 0.157 DIA HILTI X-U SHOTPINS WITH 1-1/4" EMBED @ 12" O.C. (ICC ESR-2269) (1) #10 SMS EA. STUD, EA. FACE LOCATED TO ALLOW MAX. DEFLECTION. LWC/NWC OVER METAL DECK METAL STUD 16" O.C. R No. F LICENSE STATE D O A RCHITECT C AL IFORNIA STEPHE WHITE RENEWAL DATE C-34829 N 08/31/27 SHEET TITLE PROJECT FACILITY FAC NO: BLDG NO: FLOOR LEV: SECTION: KP PROJ. NO. PERMIT NO. 555 W. Fifth Street Suite 2950 | Los Angeles, CA 90013 USA ARCHITECT CONSULTANT ARCHITECT SEAL CONSULTANT SEAL KAISER FOUNDATION HOSPITALS NATIONAL FACILITIES SERVICES 1800 HARRISON STREET OAKLAND, CALIFORNIA 94612 ISSUE / REVISION LOG NO. ISSUED DATE 0 5' 5 0 ' GR A P H I C S C A L E S : 1 / 1 6 " = 1 ' - 0 " 0 25 ' 1/ 8 " = 1 ' - 0 " 5' 0 12 ' 1/ 4 " = 1 ' - 0 " 1' 0 6' 1/ 2 " = 1 ' - 0 " 1' 0 2' 1- 1 / 2 " = 1 ' - 0 " 0 1' 3" = 1 ' - 0 " IF T H I S S H E E T I S N O T 30 " x 4 2 " , I T I S A R E D U C E D PR I N T - S C A L E AC C O R D I N G L Y AGENCY APPLICATION NUMBER AGENCY APPROVAL STAMP THIS DOCUMENT IS THE PROPERTY OF THE OWNER AND IS NOT TO BE USED WITHOUT OWNER'S WRITTEN PERMISSION. HZ PROJ. NO. www.huitt-zollars.com Phone 310.820.4600 | Fax 310.207.4215 C: \ U s e r s \ l r o b i n s o n \ O n e D r i v e - H u i t t - Z o l l a r s , I n c \ D o cu m e n t s \ R 3 1 4 4 1 2 . 3 5 K P H B M K P O J _ A 2 4 _ l r o b i n s o n L 2 M D X . r vt 1 1 / 3 / 2 0 2 5 3 : 4 5 : 5 9 P M SOCC 2022 R HBM 1st Fl KPOJ REMODEL A5-02 DETAILS - TYPICAL FRAMING CA394-1 - CAP027721R314412.35 HARBOR/MacARTHUR MEDICAL OFF 3401 S. HARBOR BLVD. SANTA ANA, CALIFORNIA 92704 NTSTYPICAL LATERAL BRACING 08 1 1/2" = 1'-0"TYPICAL BACKING 07 1 1/2" = 1'-0"TYPICAL WINDOW SILL 02 1 1/2" = 1'-0"TYPICAL HEADER FRAMING 03 NTSALT. SURFACE LATERAL BRACING 12NTSTYPICAL SURFACE LATERAL BRACING 17 1 1/2" = 1'-0"TYPICAL DOOR JAMB - AXON 18 3" = 1'-0"WALL BRACE TOP ANCHORAGE 13 1/2" = 1'-0"TYPICAL (N) FRAMING ELEVATION1 011/2" = 1'-0"TYPICAL (E) FRAMING ELEVATION 11 3" = 1'-0"WALL BRACE BASE ANCHORAGE 093" = 1'-0"TYPICAL WALL TOP ANCHORAGE 14 3" = 1'-0"TYPICAL WALL BASE ANCHORAGE 21 3" = 1'-0"TYPICAL TOP TRACK ANCHORAGE 19 CITY SUBMITTAL 11/03/2025 101125520, 20187249, 40140902 4' - 0"8' - 0" 12' - 0" 6' - 0" FIXED END FREE END FREE END FIXED END FROM SPLAY WIRE TO WALL CROSS RUNNERS,TYP. CONT. MAIN RUNNER AT 4'-0" O.C., TYP. 4 WAY 45 DEG. DIAGONAL 12 GA. WIRE BRACING W/ COMPRESSION STRUT LOCATED ON MAIN RUNNER PER DETAIL: 12 GA. VERTICAL HANGER WIRES AT 4'-0" EA. WAY NOTE: 1. CEILING GRID MAY BE ATTACHED TO NOT MORE THAN TWO (2) ADJACENT WALLS AND MUST BE AT LEAST 3/4" FREE OF OTHER WALLS. 2. LOCATE COMPRESSION STRUT FOR EA. 96 S.F. 03/A5-03 FIXTURE SUSPENSION PER DETAIL:04/A5-03 06 A5-03 24 GA. CONT. WALL ANGLE, TYP. 8" MAX STABILIZER BARS, CROSS TEES OR STRUTS 8" MAX. FROM WALL TYP. ALONG FREE JOINTS 4' - 0" MAX. TYP. AT EXIT WAYS 11/A5-03 SUSPENDED CEILINGS: SEISMIC DESIGN FOR CATEGORIES D THROUGH F (ASCE 7): 1. SUSPENSION SYSTEM COMPONENTS SHALL COMPLY WITH ASTM C635 AND E580 SECTION 5.1 AS MODIF IED BY CBC 1616A.1.21: • THE CEILING GRID SYSTEM SHALL BE RATED HEAVY DUTY AS DEFINED BY ASTM C635 • HANGER AND BRACING WIRES SHALL BE #12 GAGE (0.106" DIAMETER), SOFT ANNEALED, AND GALVANIZED STEEL WIRES WITH CLASS 1 COATING. THEY MAY BE USED FOR UP TO AND INCLUDING 4'-0"x 4'-0" GRID SPACING ALONG AND ATTACHED TO MAIN RUNNERS. SPLICES ARE NOT PERMITTED IN ANY HANGER WIRE. • MAIN RUNNERS AND CROSS RUNNERS ALONG WITH THEIR SPLICES, INTERSECTION CONNECTORS, AND EXPANSION DEVICES SHALL BE DESIGNED AND CONSTRUCTED TO CARRY A MEAN ULTIMATE TEST LOAD OF NOT LESS THAN 180 LBS. IN COMPRESSION & TENSION, IN ACCORDANCE WITH ASTM 580 SECTION 5.1.2. 2. SUSPENSION SYSTEM INSTALLATION, SHALL COMPLY WITH ASTM C636 AND E580 SECTION 5.2: • PROVIDE #12 GAGE HANGER WIRES AT THE ENDS OF ALL MAIN AND CROSS RUNNERS WITHIN EIGHT (8) INCHES OF THE SUPPORT OR WITHIN ONE-FOURTH (1/4) OF THE LENGTH OF T HE END TEE, WHICHEVER IS LESS, FOR THE PERIMETER OF THE CEILING AREA. PERIMETER WIRES ARE NOT REQUIRED WHEN THE LENGTH OF THE END T EE IS EIGHT (8) INCHES OR LESS. • CEILING GRID MEMBERS SHALL BE ATTACHED TO T WO (2) ADJACENT WALLS, IN ACCORDANCE WITH ASTM E580 SECTION 5.2.3. CEILING GRID MEMBERS SHALL BE AT LEAST 3/4" INCH CLEAR OF OTHER WALLS. IF WALLS RUN DIAGONAL T O THE CEILING GRID SYSTEM RUNNERS, ONE END OF MAIN AND CROSS RUNNERS SHOULD BE FREE, AND A MINIMUM OF 3/4 INCH CLEAR OF WALL. • THE WIDTH OF THE PERIMETER SUPPORTING CLOSURE ANGLE SHALL BE NOT LESS THAN TWO (2) INCHES. USE OF ANGLES WITH SMALLER WIDTHS IN CONJUNCTION WITH PERIMETER CLIPS SHALL REQUIRE AN ALTERNATE MET HOD OF COMPLIANCE WITH ADEQUATE JUSTIFICATION AND ARE OUTSIDE THE SCOPE OF T HIS PROJECT. • AT THE PERIMETER OF THE CEILING AREA WHERE MAIN OR CROSS RUNNERS ARE NOT CONNECTED TO THE ADJACENT WALL, PROVIDE INTERCONNECTION BETWEEN THE RUNNERS AT THE FREE END TO PREVENT LATERAL SPREADING. A METAL STRUT OR A #16 GAGE WIRE WIT H A POSITIVE MECHANICAL CONNECTION TO RUNNER MAY BE USED. WHERE THE PERPENDICULAR DISTANCE FROM THE WALL TO T HE F IRST PARALLEL RUNNER IS EIGHT (8) INCHES OR LESS, THIS INTERCONNECTION IS NOT REQUIRED. 3. EXPANSION JOINTS, SEISMIC SEPARATIONS, AND PENETRATIONS: • EXPANSION JOINTS SHALL BE PROVIDED IN THE CEILING AT INTERSECTIONS OF CORRIDORS AND AT JUNCTIONS OF CORRIDORS WIT H LOBBIES OR OTHER SIMILAR AREAS. • FOR CEILING AREAS EXCEEDING 2500 SQUARE FEET, A SEISMIC SEPARATION JOINT SHALL BE PROVIDED TO DIVIDE THE CEILING INTO AREAS NOT EXCEEDING 2500 SQ. F T. • PENETRATIONS THROUGH THE CEILING FOR SPRINKLER HEADS AND OTHER SIMILAR DEVICES THAT ARE NOT INTEGRALLY TIED TO THE CEILING SYSTEM IN THE LATERAL DIRECTION SHALL HAVE A T WO (2) INCH OVERSIZED RING, SLEEVE OR ADAPTER THROUGH THE CEILING TILE TO ALLOW FREE MOVEMENT OF ONE (1) INCH IN ALL HORIZONT AL DIRECTIONS. A FLEXIBLE SPRINKLER HOSE FITTING THAT CAN ACCOMMODATE ONE (1) INCH OF CEILING MOVEMENT SHALL BE PERMITTED TO BE USED IN LIEU OF THE OVERSIZED RING, SLEEVE OR ADAPTER. SUCH FLEXIBLE SPRINKLER HOSE SHALL BE ADEQUATELY SUPPORTED FROM SOFF IT SO AS NOT TO EXCEED THE MAXIMUM TRIBUTARY WEIGHT OF THE CEILING. 4. CHANGES IN CEILING PLAN ELEVATION SHALL BE PROVIDED WITH POSITIVE BRACING. 5. CABLE TRAYS AND ELECTRICAL CONDUITS SHALL BE SUPPORTED INDEPENDENTLY OF THE CEILING. 6. SUSPENDED CEILINGS SHALL BE SUBJECT TO THE SPECIAL INSPECTION REQUIREMENTS OF CBC 1707A.6 IN ACCORDANCE WITH ASCE 7-05 SECTION 11A.1.3.9. CEILING FIXTURES, TERMINALS, AND DEVICES: a. CEILING PANELS SHALL NOT SUPPORT ANY LIGHT FIXTURES, AIR T ERMINALS/GRILLS, OR OTHER DEVICES(REFERRED TO ALL BY COMMON T ERM FIXTURES HERE AF TER). b. ALL FIXTURES SHALL BE MOUNTED IN A MANNER THAT WILL NOT COMPROMISE CEILING PERF ORMANCE. c. ALL F IXTURES SHALL BE ATTACHED TO THE SUSPENDED CEILING SYSTEM BY MECHANICAL MEANS, UNLESS INDEPENDENTLY SUPPORTED. T HE ATT ACHMENT DEVICE SHALL HAVE THE CAPACITY OF 100% OF FIXTURE WEIGHT ACTING IN ANY DIRECTION. A MINIMUM OF T WO ATT ACHMENT DEVICES ARE REQUIRED FOR EACH F IXTURE. d. SURFACE MOUNTED FIXTURES SHALL BE ATT ACHED TO THE MAIN RUNNER WITH POSITIVE CLAMPING DEVICES MADE OF MATERIAL WITH A MINIMUM 14 GAGE. A NO.12 GAUGE SAF ETY WIRES SHALL BE ATT ACHED BETWEEN T HE CLAMPING DEVICE AND TO T HE STRUCTURE ABOVE. IN NO CASE SHALL THE FIXT URES EXCEED THE DESIGN CAPACITY OF THE SUPPORTING MEMBERS. e. ALL FIXTURES WEIGHING LESS THAN OR EQUAL T O 10 LB. SHALL HAVE ONE NO. 12 GAUGE SAFETY WIRE CONNECTED FROM F IXTURE HOUSING TO STRUCTURE ABOVE. IT IS NOT NECESSARY FOR THESE SAFETY WIRES TO BE TAUT . f. ALL F IXTURES WEIGHING GREATER THAN 10 LB BUT LESS THAN OR EQUAL TO 56 LB. SHALL HAVE TWO NO. 12 GAUGE SAFETY WIRE CONNECTED FROM FIXT URE HOUSING TO ST RUCTURE ABOVE. IT IS NOT NECESSARY FOR THESE SAFETY WIRES TO BE T AUT. g. ALL F IXTURES WEIGHING GREATER THAN 56 LB. SHALL BE SUPPORTED DIRECTLY FROM STRUCTURE ABOVE BY APPROVED HANGERS. h. PENDENT-HUNG FIXTURES SHALL BE SUPPORTED DIRECTLY F ROM THE STRUCTURE ABOVE USING NO LESS THAN N0. 9-GAUGE WIRE OR AN APPROVED ALTERNATE SUPPORT. THE CEILING SUSPENSION SYST EM SHALL NOT PROVIDE ANY DIRECT SUPPORT. i. ALL RECESSED OR DROP -IN F IXTURES SHALL BE SUPPORT ED DIRECTLY F ROM F IXTURE HOUSING TO T HE STRUCTURE ABOVE WIT H A MINIMUM OF T WO NO. 12 GAUGE WIRES LOCATED AT DIAGONALLY OPPOSITE CORNERS. LEVELING OR POSITIONING OF FIXTURES MAY BE PROVIDED BY CEILING GRID. FIXT URE SUPPORT WIRES MAY BE SLIGHT LY LOOSE TO ALLOW THE FIXTURE T O SEAT IN T HE GRID SYST EM. FIXT URES SHALL NOT BE SUPPORT ED FROM MAIN RUNNERS OR CROSS RUNNERS IF THE WEIGHT OF THE FIXT URES CAUSES T OT AL DEAD LOAD T O EXCEED THE DEFLECTION CAPABILITY OF THE CEILING SUSPENSION SYSTEM. (2) 12 GA. SLACK WIRE HANGERS FOR DEVICES THAT WEIGH LESS T HAN 56 LBS. (HEAVY DUTY GRID SYSTEM REQUIRED), PLACE ON DIAGONAL CORNERS (2) #8 SMS EA. SIDE HEAVY DUTY GRID SYSTEM HEAVY DUTY GRID SYSTEM HANGER WIRE (WHERE OCCURS)CEILING FIXTURE, TERMINAL, OR DEVICE (56# MAX) LATERAL FORCE BRACING: a. PROVIDE LATERAL-F ORCE BRACING ASSEMBLIES CONSISTING OF A STRUT AND FOUR (4) #12 GAGE BRACING WIRES ORIENTED 90 DEGREES FROM EACH OTHER. b. LATERAL-FORCE BRACING ASSEMBLIES SHALL BE SPACED IN ACCORDANCE WITH AND FROM EACH WALL AND AT THE EDGES OF ANY CHANGE OF ELEVATION OF T HE CEILING. c. THE SLOPE OF BRACING WIRES MAY BE FROM 10 T O 45 DEGREES BUT MAY NOT EXCEED 45 DEGREES FROM THE PLANE OF THE CEILING AND WIRES SHALL BE TAUT. d. STRUTS SHALL BE ADEQUATE TO RESIST THE VERTICAL COMPONENT INDUCED BY THE BRACING WIRES, AND SHALL NOT BE MORE THAN 1 (HORIZONTAL) IN 6 (VERTICAL) OUT OF PLUMB. EXCEPTION: LATERAL FORCE BRACING MAY BE OMITTED FOR SUSPENDED ACOUSTICAL CEILING SYSTEMS WITH A CEILING AREA OF 144 SQ. F T. OR LESS, WHEN PERIMETER SUPPORT IN ACCORDANCE WITH ASTM E580 ARE PROVIDED AND PERIMETER WALLS ARE DESIGNED TO CARRY THE CEILING LATERAL FORCES. 4 WAY 45 DEG. DIAGONAL 12 GA. WIRE BRACING FOR TOP ATTACHMENT SEE DETAIL: 12 GA. VERTICAL HANGER WIRES AT 4'-0" EA. WAY - FOR TOP ATTACHMENT SEE DETAIL: 08/A5-03 08 /A5-03 1-1/2" MAX.1-1/2" MAX. TYP. 3/4" MIN. 1" MAX 400S137-33 (20 GA) CENTERED OVER CROSS RUNNER -SLOT END AS NOTED. FOR TOP ATTACHMENT SEE DETAIL:09/A5-03 CROSS RUNNER MAIN RUNNER (2) 1/4" DIA. MACHINE BOLT TYP. 3/4" MIN. TYP. 10 TO 45° 02/A5-03 FOR ATT ACHMENT TO WALL SEE &07/A5-03 12/A5-03 MAXIMUM OF 8"MAXIMUM OF 8" NOTE: 1. PROVIDE 12 GAGE HANGER WIRES AR T HE ENDS OF ALL MAIN AND CROSS RUNNERS WITHIN EIGHT (8) INCHES OF T HE SUPPORT OR WITHIN ONE-FOURTH (1/4) OF THE LENGTH OF T HE END TEE, WHICHEVER IS LESS, FOR THE PERIMETER OF THE CEILING AREA. PERIMETER WIRES ARE NOT REQUIRED WHEN THE LENGTH OF T HE END TEE IS EIGHT (8) INCHES OR LESS. 2. NAILS AT ENDS OF HORIZONTAL STRUTS ARE TO BE PLACED WITH NAIL HEAD TOWARD CENTER LINE OF SPAN OF STRUT. 3. SPACERS MAY BE SLOTTED APPROVED ANGLES OR CHANNELS WITH "DIAMOND POINTS" OF SPRING STEEL WHICH SNAP TIGHT TO PREVENT MOVEMENT OF STRUT. 4. STEEL POP RIVETS SHALL HAVE MINIMUM ALLOWABLE SHEAR STRENGTH OF 120# AND ULTIMATE SHEAR STRENGTH OF 300#. STEEL POP RIVET AT ATTACHED SIDE ONLY TO RUNNER 3/4" MIN. CLR. MAIN OR CROSS RUNNER HANGER WIRE CEILING PANEL 15/16"X15/16" 24 GA CONT. PERIMETER ANGLE W/ (1) #10 SMS INTO WALL STUDS (24" O.C. MAX) CONT. SLOTTED ANGLE STRUT SPACER W/ HORIZ. 6d RINGSHANK NAIL FREE END FIXED END WALL STUD (20 GA. MIN.) 5/8" GYP. BD. (2) #10 SMS TO FRAMING 1"x1"x3/4" 12 GA. HOCL -11 ANGLE 12 GA. CEILING HANGER WIRE WITH 3 TIGHT TURNS IN 3" BOTH ENDS OF WIRE PER DETAIL 02 /A5-03 1 TO 6 MAX. SLOPE FROM VERTICAL NOTE: 1. APPLY DETAIL FOR PERIMETER WIRE ATT ACHMENT OR WHERE OBST RUCTIONS PREVENTS ATT ACHMENT TO STRUCTURE ABOVE. 2. WALLS SHALL BE DESIGN F OR HANGER F ORCES. BRACING WIREHANGER WIRE ATT ACHMENT OF HANGER AND BRACING WIRES: a. HANGER WIRE LOOPS SHALL BE TIGHTLY WRAPPED AND SHARPLY BENT TO PREVENT ANY VERTICAL MOVEMENT OR ROT AT ION OF THE MEMBER WITHIN THE LOOPS. b. SPLICES OF WIRES ARE NOT PERMITTED. c. HANGER OR BRACING WIRE ANCHORED TO THE STRUCTURE SHOULD BE INSTALLED IN SUCH A MANNER THAT THE DIRECTION OF THE ANCHOR ALIGNS AS CLOSELY AS POSSIBLE WITH THE DIRECTION OF THE WIRE. d. SEPARATE ALL CEILING HANGER AND BRACING WIRES AT LEAST SIX (6) INCHES FROM ALL UNBRACED DUCTS, PIPES CONDUITS, ETC. e. HANGER WIRES SHALL NOT BE ATTACHED TO OR BEND AROUND INTERFERING MATERIAL OR EQUIPMENT. PROVIDE TRAPEZE OR OTHER SUPPLEMENTARY SUPPORT MEMBERS AT OBST RUCTIONS TO TYPICAL HANGER SPACING. PROVIDE ADDITIONAL HANGERS, STRUTS OR BRACES AS REQUIRED AT ALL CEILING BREAKS, SOFFITS, OR DISCONTINUOUS AREAS. f. HANGER WIRES THAT ARE MORE T HAN 1 (HORIZ ONTAL) IN 6 (VERTICAL) OUT OF PLUMB SHALL REQUIRE PROJECT SPECIFIC DESIGN. g. WHEN DRILLED-IN CONCRETE ANCHORS OR PAF ARE USED IN REINFORCED CONCRETE FOR HANGER WIRES, 1 OUT OF 10 WIRE/ ANCHOR ASSEMBLIES SHALL BE FIELD TESTED FOR 200 LBS. IN TENSION. WHEN DRILLED-IN CONCRETE ANCHORS ARE USED FOR BRACING WIRES, 1 OUT OF 2 WIRE/ANCHOR ASSEMBLIES SHALL BE FIELD T ESTED FOR 440 LBS. IN TENSION IN T HE DIRECTION OF THE WIRE. PAF IN CONCRETE ARE NOT PERMITTED FOR BRACING WIRES. 1-1/2"x1-1/2"x12GAx 2" CEILING CLIP, T YP. OR ALT HILT I Hilti X-CX ALH32 HILTI KB -TZ2 3/8" DIA X 2" MIN. EFF. EMBED EXPANSION ANCHOR, TYP. (ICC ESR-4266) LWC/NWC OVER 20 GA MIN. METAL DECK 12GA WIRE (ASTM A641 WITH CLASS 1 COATING) WITH 4 TIGHT TURNS WITHIN 1-1/2" OF EACH END 1-1/2"x1-1/2"x12GAx 1" CEILING CLIP, T YP. OR ALT HILT I Hilti X-CX ALH32 HILTI X-U SHOT PIN 0.157" DIA. W/ 3/4" EMBED (ESR-2269) LWC/NWC OVER 20 GA MIN. METAL DECK 12GA WIRE (ASTM A641 WITH CLASS 1 COATING) WITH 3 TIGHT TURNS WITHIN 3" OF EACH END 10 to 45° 1/2" MAX. 1/2" TYP. 1/2" TYP. CENTER OF BOLT AND FLUTE 1/2" MAX 1" 3/4"3/4" 1-1/2"x1-1/2"x12GA ANGLE OR 162T125-16 TRACK HILTI KB-TZ2 3/8" DIA X 2" MIN. EFF. EMBED EXPANSION ANCHOR, TYP. (ICC ESR-4266) 400S137-33 (20 GA) -CUT FLANGES AND BEND HILTI KB2-T Z 3/8" DIA X 2" MIN. EFF. EMBED EXPANSION ANCHOR, TYP. (ICC ESR-4266) 400S137-33 (20 GA) - ATTACHED WITH (2) #10 SMS MIN. LWC/NWC OVER 20 GA MIN. METAL DECK CENTER OF BOLT AND FLUTE LWC/NWC OVER 20 GA MIN. METAL DECK CENTER OF BOLT AND FLUTE MIN. 5/8" DIRECTLY TO STUDS BETWEEN STUDS WALL STUD (20 GA. MIN.) 5/8" GP. BD. 1"x1"x3/4" 12 GA. HOCL -11 ANGLE W/ (2) #10 X 1-1/4" SMS DIRECTLY TO STUD FRAMING 12 GA. CEILING BRACE WIRE WITH 4 TIGHT TURNS IN 1-1/2" BOTH ENDS OF WIRE PER DET AIL: 10° TO 45° 10° TO 45° WALL STUD (20 GA. MIN.) 5/8" GP. BD. 1"x1"x3/4" 12 GA. HOCL -11 ANGLE W/ (2) #10 X 1-1/4" SMS DIRECTLY TO STUD FRAMING 12 GA. CEILING BRACE WIRE WITH 4 TIGHT TURNS IN 1-1/2" BOTH ENDS OF WIRE PER DET AIL: 600S137-54 METAL STUD SPAN (2) WALL STUDS MINIMUM, ANCHOR WITH (5) #10 X 1-1/4" SMS 02/A5-03 02/A5-03 NOTE: 1. PROVIDE 12 GAGE HANGER WIRES AR THE ENDS OF ALL MAIN AND CROSS RUNNERS WITHIN EIGHT (8) INCHES OF THE SUPPORT OR WITHIN ONE-FOURTH (1/4) OF THE LENGTH OF THE END TEE, WHICHEVER IS LESS, FOR THE PERIMETER OF THE CEILING AREA. PERIMETER WIRES ARE NOT REQUIRED WHEN THE LENGTH OF T HE END TEE IS EIGHT (8) INCHES OR LESS. 2. NAILS AT ENDS OF HORIZONTAL STRUTS ARE TO BE PLACED WITH NAIL HEAD TOWARD CENTER LINE OF SPAN OF STRUT. 3. SPACERS MAY BE SLOTTED APPROVED ANGLES OR CHANNELS WITH "DIAMOND POINTS" OF SPRING STEEL WHICH SNAP TIGHT TO PREVENT MOVEMENT OF STRUT. 4. STEEL POP RIVETS SHALL HAVE MINIMUM ALLOWABLE SHEAR STRENGTH OF 120# AND ULTIMATE SHEAR STRENGTH OF 300#. STEEL POP RIVET AT 4'-0" O.C. MAX MAIN OR CROSS RUNNER HANGER WIRE CEILING PANEL 15/16"X15/16" 24 GA CONT. PERIMETER ANGLE W/ (1) #10 SMS INTO WALL STUDS (24" O.C. MAX) CONT. SLOTTED ANGLE STRUT SPACER W/ HORIZ. 6d RINGSHANK NAIL FREE END FIXED END 8" MAX 8" MAX TYP. HANGER WIRE @ 4'-0" O.C. TYP. HANGER WIRE @ 4'-0" O.C. 3/4" MIN. CLR. 1/2" MIN. TYP. 12 GA. HANGER WIRE WITH (4) TIGHT TURNS WITHIN 1 1/2" FROM BOT H ENDS. LOCATE HANGER WIRE AT CROSS RUNNER RECEIVING CONNECTION TO CURTAIN (4'-0" O.C. MAX.) SPLICES NOT PERMITTED. CONNECTION @ UNDERSIDE OF DECK PER T-BAR GRID CURTAIN TRACK, 15 LBS/LF MAX. ACOUSTIC CEILING TILE (2) #8 S.M.S. PARALLEL AND CENTERED ON TRACK @ 48"O.C. AND 12" MAX. FROM EACH END OF TRACK ATTACHED TO CEILING GRID MEMBERS ONLY. 24" MAX. WHERE DISTANCE T O CROSS RUNNER EXCEEDS 6" ADD ADDITIONAL HANGER WIRES @ 4'-0" O.C. MAX. MAIN RUNNER 08 /A5-03 R No.No.No.No. FFFF LLLLIIIICCCCEEEENNNNSSSSEEEE SSSSTTTTAAAATTTTEEEE DDDD OOOO AAAA RRRRCCCCHHHHIIIITTTTEEEECCCCTTTT CCCC AAAALLLL IIIIFFFFOOOORRRRNNNNIIIIAAAA SSSSTTTTEEEEPPPPHHHHEEEE WWWWHHHHIIIITTTTEEEE R ENEWAL R ENEWAL R ENEWAL R ENEWAL D AT EDATEDATEDATE CCCC ----34829348293482934829 NNNN 08/31 /2708/31 /2708/31 /2708/31 /27 SHEET TITLE PROJECT FACILITY FAC NO:BLDG NO:FLOOR LEV:SECTION: KP PROJ. NO. PERMIT NO. 555 W. Fifth Street Suite 2950 | Los Angeles, CA 90013 USA ARCHITECT CONSULTANT ARCHITECT SEAL CONSULTANT SEAL KAISER FOUNDATION HOSPITALS NATION AL FACILITIES SERVICES 1800 HARRISON STREET OAKLAND, CALIFORN IA 94612 ISSUE / REVISION LOG NO.ISSUED DATE 0 5' 50' GRAPHIC SCALES: 1/16" = 1'-0" 0 25' 1/8" = 1'-0" 5' 0 12' 1/4" = 1'-0" 1' 0 6' 1/2" = 1'-0" 1' 0 2' 1-1/2" = 1'-0" 0 1' 3" = 1'-0" IF THIS SHEET IS NOT 30"x42", IT IS A REDUCED PRINT - SCALE ACCORDINGLY AGENCY APPLICATION NUMBER AGENCY APPROVAL STAMP THIS DOCUMENT IS THE PROPERTY OF THE OWNER AND IS NOT TO BE USED WITHOUT OWNER'S WRITTEN PERMISSION. HZ PROJ. NO. www.huitt-zollars.com Phone 310.820.4600 | Fax 310.207.4215 C:\Users\lrobinson\OneDrive - Huitt-Zollars, Inc\Documents\R314412.35 KP HBM KPOJ_A24_lrobinsonL2MDX.rvt 1/6/2026 2:42:47 PM SOCC 2022 R HBM 1st Fl KPOJ REMODEL A5-03 DETAILS -TYPICAL CEILING -ACT CA394-1 - CAP027721R314412.35 HARBOR/MacARTHUR MEDICAL OFF 3401 S. HARBOR BLVD. SANTA ANA, CALIFORNIA 92704 101125520, 20187249, 40140902 1/8" = 1'-0"ACT DIAGRAMATIC CEILING PLAN 02 N/AACT SUSPENDED CEILING NOTES 01 3" = 1'-0"ACT FIXTURE SUSPENSION 04 3" = 1'-0"ACT COMPRESSION STRUT 03 3" = 1'-0"ACT PERIMETER ATTACHMENT 06 3" = 1'-0"CEILING WIRE AT PERIMETER OBSTRUCTION 07 3" = 1'-0"HANGER AND BRACE WIRE CONNECTIONS 08 3" = 1'-0"COMPRESSION STRUT ANCHORAGE 09 3" = 1'-0"BRACE WIRE AT WALL 12 3" = 1'-0"ACT PERIMETER ATTACHMENT @ EXITWAYS 11 3" = 1'-0"CURTAIN TRACK MOUNTING 13 CITY SUBMITTAL / BID SET 11/03/2025 101125520, 20187249, 40140902 CONTINUOUS ALUM. RETAINER ATTACH TO WALL W/ #8 S.M.S. AT 16" O.C. 3"X3" SNAP ON CORNER GUARD SET BOTTOM AT TOP OF RUBBER TOPSET BASE REFERENCE ELEVATIONS FOR HEIGHT AND PLANS FOR LOCATION(S) NOTE: PROVIDE TOP AND BOTTOM CAPS SECURE W/ (2) # 8 S.M.S. PARTITION AS SCHEDULED CONT. ALUMINUM RETAINER ATTACHED TO WALL W/ #6 X 1 5/8" BUGLE HD DRYWALL SCREW @ 18" O.C. (2) 2"x2" SURFACE MOUNTED CORNER GUARD. SET BOTTOM @ TOP OF BASE. RE: ELEVATIONS FOR HEIGHT AND PLANS FOR LOCATION(S) PARTITION PER PLAN NOTE: PROVIDE TOP & BOTTOM CAPS. SECURE W/ (2) #8 S.M.S. 0.040" ACROVYN BACK-UP SHEET (MATCH CORNER GUARD FINISH PER FINISH SCHEDULE) STAINLESS STEEL COVE CAP FILLET COVED BASE STRIP ON ADHESIVE TAPE FINISHED FLOORING - SEE SCHEDULE CEMENTITIOUS FLOORING UNDERLAYMENT, PATCH AND REPAIR AS NECESSARY WELDED SEAM @ JOINT 1 5/8" 3/ 8 " FI N I S H L I S T SE E I N T E R I O R SCHEDULED WALL FINISH RUBBER WALL BASE- SEE SCHEDULE WALL BASE ADHESIVE, PER MANUFACTURER RECOMMENDATION FINISHED FLOORING - SEE SCHEDULE SCHEDULED WALL FINISH CEMENTITIOUS FLOORING UNDERLAYMENT, PATCH AND REPAIR AS NECESSARY CE N T E R O F B A C K I N G P L A T E 2' - 1 0 " NEW BACKING PLATE FOR WHEELCHAIR SCALE. VERIFY MOUNTING PLATE HEIGHT WITH EQUIPMENT ANCHORAGE. SEE DETAIL BACKING PER DETAIL 07/A5-02 FRONT SECTION 07 A5-02 RIGID INSULATION PROTECTION BOARD BUILT-UP ROOFING SHEET METAL FLASHING TOP OF FLASHING CAPPED OR ROLLED INTO PIPE APPROXIMATELY 1" ROOF CEMENT OR SEALANT AT PENETRATION TO MEMEBRANE STRUCTURAL ROOF DECK FIRE RETARDANT TREATED WOOD BLOCKING AS REQ'D ANCHOR WITH 3/8" DIA. SIMPSON STRONG-TIE TITEN HD, TYP. (ICC ESR-2713) MIN. 4" MIN. 4" FLANGE 6" STEEL, FERROUS OR COPPER PLUMBING VENT PIPE (6" DIA. MAX.) RIGID INSULATION PROTECTION BOARD BUILT-UP ROOFING SHEET METAL FLASHING SHEET METAL CANOPY FLASHING STAINLESS STL. BAND CLAMP SEALANT ROOF CEMENT OR SEALANT AT PENETRATION TO MEMEBRANE OUTLET WHERE OCCURS PER ELECTRICAL STRUCTURAL ROOF DECK STEEL, FERROUS OR COPPER CONDUIT, PIPE OR TUBE (6" DIA. MAX) MI N . 10 " MA X . 3" FILL ANNULAR SPACE WITH MINERAL WOOL PER CBC 714.4.1.1 EXCEPTION #1. 400T200-54 METAL TRACK ANCHORED WITH (2) 3/8" DIA. HILTI KWIK BOLT TZ (ICC ESR-4266), ANCHORS CENTERED IN BOTTOM FLUTE W/ 2" EFFECTIVE MIN. EMBEDMENT PIPE STRAPING -GRAINGER 3LV30 OR EQUAL FIRE RETARDANT TREATED WOOD BLOCKING AS REQ'D ANCHOR WITH 3/8" DIA. SIMPSON STRONG-TIE TITEN HD, TYP. (ICC ESR-2713) FILL ANNULAR SPACE WITH MINERAL WOOL PER CBC 714.4.1.1 EXCEPTION #1. 400T200-54 METAL TRACK ANCHORED WITH (2) 3/8" DIA. HILTI KWIK BOLT TZ (ICC ESR-4266), ANCHORS CENTERED IN BOTTOM FLUTE W/ 2" EFFECTIVE MIN. EMBEDMENTPIPE STRAPING -GRAINGER 3LV30 OR EQUAL PATCH BUILT-UP ROOFING,TO MATCH EXISTING. SEAL AS INDICATED BY MANUFACTURER PROVIDE OVERLAP AS INDICATED DISCONNECT SWITCH PER ELECTRICAL DRAWINGS P1000 PRE-GALVANIZED UNISTRUT RAILS, TYP. - ANCHOR TO PIPE SUPPORTS WITH 3/8" THROUGH BOLTS 2" DIA. GLAVANIZED SCHEDULE 40 PIPE WITH THREADED PIPE CAP, TYP. 13 A5-04 4' - 0 " 2' - 0" SEALANT 2" DIA. SCHEDULE 40 GALV. STEEL PIPE SUPPORT STAINLESS STEEL BAND CLAMP SHEET METAL CANOPY FLASHING SLIP-OVER PRE SOLDERED SHEET METAL FLASHING SET IN BED OF ROOFING CEMENT ROOFING CEMENT OR SEALANT (N) BUILT-UP ROOFING 3000PSI GROUT FILL (E) BUILT-UP ROOFING OVER RIGID INSULATION (E) 20 GA. 1-1/2" METAL DECK WITH 4" LW CONCRETE FILL 6"x6"x3/8" STEEL BASE PLATE 1/4" (4) 1/2" DIA. HILTI KB-TZ2 WITH 2" EMBEDMENT, TYP. (E) #4 REBAR AT 6" O.C. EA. WAY -CONTRACTOR SCAN AND VERIFY 1" CONTROL WIRE AND POWER CONDUITS 2 1/2" CORE 2" DIA. MIN. 1" SHEET METAL FLASHING FILL ANNULAR SPACE WITH 3000PSI GROUT TO FULL DEPTH OF FLOOR ASSEMBLY PER CBC 713.4.1.1 EXCEPTION 2 POLYURETHANE FOAM INSULATION TO FILL ANNULAR SPACE 8 1/2" 8 1 / 2 " POLYURETHANE FOAM INSULATION TO FILL ANNULAR SPACE PENETRATING ITEMS - SEE PLANS SHEET METAL COLLAR FLASHING SET IN BED OF ROOFING CEMENT SHEET METAL HOOD FASTENED 4" O.C. USING GASKETED SMS (E) BUILT-UP ROOFING OVER RIGID INSULATION (E) 20 GA. 1-1/2" METAL DECK WITH 4" LW CONCRETE FILL FIRE RETARDANT TREATED WOOD NAILER ANCHORED WITH 3/8" DIA. HILTI KB-TZ2 WITH MIN. 2" EMBED - CONTRACTOR TO SCAN (E) DECK AND PLACE ANCHORS TO AVOID CONFLICT WITH (E) REBAR. 4"4"6" INSECT SCREEN ROOFING CEMENT OR SEALANT (N) BUILT-UP ROOFING 09 A5-04 BUMP RAIL BY C/S GROUP WITH ACRYLIC FINISH COVER TO MATCH EXISTING FLOOR BASE PER FINISH SCHED. MOUNTING HARDWARE PER MFR. APPLIED DIRECTLY TO WALL STUDS TO M A T C H E X I S T I N G V. I . F . 16 GA. X 6" TRACK BACKING PER 07 A5-02 R No. F LICENSE STATE D O A RCHITECT C AL IFORNIA STEPHE WHITE RENEWAL DATE C-34829 N 08/31/27 SHEET TITLE PROJECT FACILITY FAC NO: BLDG NO: FLOOR LEV: SECTION: KP PROJ. NO. PERMIT NO. 555 W. Fifth Street Suite 2950 | Los Angeles, CA 90013 USA ARCHITECT CONSULTANT ARCHITECT SEAL CONSULTANT SEAL KAISER FOUNDATION HOSPITALS NATIONAL FACILITIES SERVICES 1800 HARRISON STREET OAKLAND, CALIFORNIA 94612 ISSUE / REVISION LOG NO. ISSUED DATE 0 5' 5 0 ' GR A P H I C S C A L E S : 1 / 1 6 " = 1 ' - 0 " 0 25 ' 1/ 8 " = 1 ' - 0 " 5' 0 12 ' 1/ 4 " = 1 ' - 0 " 1' 0 6' 1/ 2 " = 1 ' - 0 " 1' 0 2' 1- 1 / 2 " = 1 ' - 0 " 0 1' 3" = 1 ' - 0 " IF T H I S S H E E T I S N O T 30 " x 4 2 " , I T I S A R E D U C E D PR I N T - S C A L E AC C O R D I N G L Y AGENCY APPLICATION NUMBER AGENCY APPROVAL STAMP THIS DOCUMENT IS THE PROPERTY OF THE OWNER AND IS NOT TO BE USED WITHOUT OWNER'S WRITTEN PERMISSION. HZ PROJ. NO. www.huitt-zollars.com Phone 310.820.4600 | Fax 310.207.4215 C: \ U s e r s \ l r o b i n s o n \ O n e D r i v e - H u i t t - Z o l l a r s , I n c \ D o cu m e n t s \ R 3 1 4 4 1 2 . 3 5 K P H B M K P O J _ A 2 4 _ l r o b i n s o n L 2 M D X . r vt 1 1 / 3 / 2 0 2 5 3 : 4 6 : 0 3 P M SOCC 2022 R HBM 1st Fl KPOJ REMODEL A5-04 DETAILS - TYPICAL ROOF & MISC. CA394-1 - CAP027721R314412.35 HARBOR/MacARTHUR MEDICAL OFF 3401 S. HARBOR BLVD. SANTA ANA, CALIFORNIA 92704 3" = 1'-0"SURFACE MOUNTED CORNER GUARD 02 3" = 1'-0"TYPICAL SURFACE MOUNTED CORNER GUARD 013" = 1'-0"INTEGRAL COVE BASE 06 3" = 1'-0"FLOOR AND RUBBER COVE BASE 07 1" = 1'-0"WHEELCHAIR SCALE ANCHOR DETAIL 03 1 1/2" = 1'-0"ROOF - PIPE PENETRATIONS 16 1 1/2" = 1'-0"ROOF - ELECTRICAL DISCONNECT SUPPORT 11 1 1/2" = 1'-0"ROOF - SUPPORT BASE 13 3" = 1'-0"ROOF DECK MECHANICAL CORES 09 1 1/2" = 1'-0"MULTIPLE PIPE PENETRATION DETL.08 3" = 1'-0"WALL PROTECTION IN SECTION DETAIL 04 CITY SUBMITTAL 11/03/2025 101125520, 20187249, 40140902 ANCHORED TO WALL USING (1) #12 HILTI SELF- DRILLING SCREW X 3" LONG @ 12" O.C., TYP (ICC ESR - 2196) 16 GA. X 6" TRACK BACKING PER 16 GA. X 6" TRACK BACKING PER (E) GYP.BD PARTITION WITH METAL STUD FRAMING 16"0.C. (20 GA. MINIMUM) 3/4" PLYWOOD SUBSTRATE ANCHORED TO WALL USING (1) #12 HILTI SELF- DRILLING SCREW X 3" LONG @ 12" O.C., TYP (ICC ESR - 2196) FULL HEIGHT BACK SPLASH (WHERE OCCURS) 7" 2' - 2 7 / 8 " M I N . C L E A R 24" 10"7" 9" 6" PLAM CLAD BASE CABINET WITH REMOVABLE PANEL FOR ACCESS (N) SINK AND FAUCET - SEE PLUMBING DRAWINGS EASED, SQUARE EDGE 3/4" THICK SOLID SURFACE COUNTER TOP - SEE FINISH SCHEDULE 4" 1 1 / 2 " 4" BACKSPLASH (WHERE OCCURS) GARBAGE DISPOSAL (WHERE OCCURS) DRAIN PIPING TO BE COORDINATED WITH CASEWORK APRON NOTE: (N) SINK AND CASEWORK TO BE INSTALLED WITH REQUIRED ACCESSIBLE CLEARANCE PER CBC 11B-606 (AS INDICATED BY HATCHING ABOVE). 07 A5-02 07 A5-02 ANCHORED TO WALL USING (1) #12 HILTI SELF- DRILLING SCREW X 3" LONG @ 12" O.C., TYP (ICC ESR - 2196) 16 GA. X 6" TRACK BACKING PER 4" 16 GA. X 6" TRACK BACKING PER JOINT SEALANT, TYP. PLAM OVER 3/4" PARTICLE BOARD FRONT , 105 GRAM PAPER WITH RESIN ON 1/2" PARTICLE BOARD SIDES AND BACK, 1/4" MDF BOTTOM FLOORING WITH TOP SET RUBBER BASE - WRAP BASE AT END PANELS (E) GYP.BD PARTITION WITH METAL STUD FRAMING 16"0.C. (20 GA. MINIMUM, VIF) 105 GRAM PAPER WITH RESIN TOP COAT ON 3/4" PARTICLE BOARD, ADJUSTABLE SHELF, TYP. 2X4 BASE SUPPORT SATIN FINISH, STAINLESS STEEL DOOR HANDLE/PULL, TYP. 3/4" PLYWOOD SUBSTRATE ANCHORED TO WALL USING (1) #12 HILTI SELF- DRILLING SCREW X 3" LONG @ 12" O.C., TYP (ICC ESR - 2196) SE E E L E V A T I O N S SE E E L E V A T I O N S 3 1/8" BACKSPLASH WERE OCCURS DRAWER 20° SE E E L E V A T I O N SATIN FINISH, STAINLESS STEEL DOOR HANDLE/PULL, TYP. PLAM OVER 3/4" PARTICLE BOARD DOORS. SEE FINISH SCHEDULE. 105 GRAM PAPER WITH RESIN TOP COAT ON 3/4" PARTICLE BOARD - TWO ADJUSTABLE SHELVES SLOPED OR FULL-HEIGHT SOFFIT PER ELEVATION. SEE FINISH SCHEDULE. ANCHORED TO WALL USING (1) #14 SELF- DRILLING SCREW X 3" LONG @ 12" O.C., TYP 16 GA. X 6" TRACK BACKING PER ANCHORED TO WALL USING (1) #14 SELF- DRILLING SCREW X 3" LONG @ 12" O.C., TYP 16 GA. X 6" TRACK BACKING PER NO DRIP EDGE AND RADIUS CORNERS 3/4" THICK SOLID SURFACE COUNTER TOP - SEE FINISH SCHEDULE 05 A5-05 07 A5-02 07 A5-02 07 A5-02 07 A5-02 PLAM-2 CLAD BASE CABINET WITH REMOVEABLE PANEL FOR ACCESS JOINT SEALANT, TYP. (2 ' - 3 " M I N C L R ) 2' - 3 " 3/4" THICK SOLID SURFACE COUNTER TOP - SEE FINISH SCHEDULE (N) SINK AND FAUCET PER PLUMBING SCHEDULE, TO BE SEAMED TO SOLID SURFACE PER MANUFACTURER RECOMMENDATION. 4" H. SOLID SURFACE SPLASH, TYP.NO DRIP EDGE AND RADIUSED CORNERS 3/4" PLYWOOD SUBSTRATE 2' - 1" 7" 14"11" CLEATS @ SIDES ONLY 10 " NOTE: (N) SINK AND CASEWORK TO BE INSTALLED WITH REQUIRED ACCESSIBLE CLEARANCE PER CBC 11B-606 (AS INDICATED BY HATCHING ABOVE). 8" DE E P S I N K 5" RAKKS EH-1818-FM STEEL COUNTER SUPPORT. SEE DETAIL 19 A5-05 ANCHORED TO WALL USING (1) #12 HILTI SELF- DRILLING SCREW X 3" LONG @ 12" O.C., TYP (ICC ESR - 2196) 16 GA. X 6" TRACK BACKING PER 4" 16 GA. X 6" TRACK BACKING PER PLAM OVER 3/4" PARTICLE BOARD FRONT , 105 GRAM PAPER WITH RESIN ON 1/2" PARTICLE BOARD SIDES AND BACK, 1/4" MDF BOTTOM FLOORING WITH TOP SET RUBBER BASE - WRAP BASE AT END PANELS (E) GYP.BD PARTITION WITH METAL STUD FRAMING 16"0.C. (20 GA. MINIMUM, VIF) 105 GRAM PAPER WITH RESIN TOP COAT ON 3/4" PARTICLE BOARD, ADJUSTABLE SHELF, TYP. 2X4 BASE SUPPORT SATIN FINISH, STAINLESS STEEL DOOR HANDLE/PULL, TYP. 3/4" PLYWOOD SUBSTRATE ANCHORED TO WALL USING (1) #12 HILTI SELF- DRILLING SCREW X 3" LONG @ 12" O.C., TYP (ICC ESR - 2196) SE E E L E V A T I O N S 7" 3 1/8" PER PLAN DRAWER JOINT SEALANT, TYP. NO DRIP EDGE AND RADIUS CORNERS 3/4" THICK SOLID SURFACE COUNTER TOP - SEE FINISH SCHEDULE BACKSPLASH WERE OCCURS 07 A5-02 07 A5-02 AL I G N SCRIBE FINISH BOTTOM OF PANEL WHERE EXPOSED 20° MA X . 6" P-1 OVER 3/4" PARTICLE BOARD SOFFIT16 GA. X 6" TRACK BACKING PER 07 A5-02 8" R 4" EQ EQ 2' - 6"1' - 0"1' - 3"2"1" WASTE RECEPTACLE PROVIDED BY FACILITY REMOVABLE PANEL FULL-HEIGHT FILLER PANEL. HEIGHT VARIES TALL PLAM CABINET. SEE FINISH SCHEDULE STAINLESS STEEL DOOR PULL CABINET LOCK OPENING FOR WASTE RECEPTACLE SOLID SURFACE -SEE FINISH SCHEDULE OPENING IN SOLID SURFACE FOR WASTE RECEPTACLE PLAN ELEVATION SECTION 24" FIN. 4" 28 1 / 2 " 1 1 / 2 " 7 1 / 2 " 1/ 8 " 7 1 / 2 " 1/ 8 " 7 1 / 2 " 1/ 8 " 5 3 / 8 " 1/ 4 " 20 3/4"4" 4" 4" 4" 1/ 4 " 29 1 / 2 " 1/ 4 " 21 5/8"7/16" 82 " 18 1 / 1 6 " FIXED SHELF ADJUSTABLE SHELF ADJUSTABLE SHELF ADJUSTABLE SHELF FIXED SHELF 16 GA. X 6" TRACK BACKING PER DETAIL ANCHORED TO WALL USING (1)# 12 HILTI SELF- DRILLING SCREW X 3" LONG @ 12" O.C., TYP (ICC ESR - 2196) 4" 10 A5-05 06 A5-05 6 1 / 2 " 1' - 6 1 / 4 " 1' - 6 1 / 4 " 1' - 6 1 / 4 " 1' - 6 1 / 4 " 20° SE E E L E V A T I O N SATIN FINISH, STAINLESS STEEL DOOR HANDLE/PULL, TYP. PLAM OVER 3/4" PARTICLE BOARD DOORS. SEE FINISH SCHEDULE. 105 GRAM PAPER WITH RESIN TOP COAT ON 3/4" PARTICLE BOARD - TWO ADJUSTABLE SHELVES SLOPED OR FULL-HEIGHT SOFFIT PER ELEVATION. SEE FINISH SCHEDULE. ANCHORED TO WALL USING (1) #14 SELF- DRILLING SCREW X 3" LONG @ 12" O.C., TYP 16 GA. X 6" TRACK BACKING PER ANCHORED TO WALL USING (1) #14 SELF- DRILLING SCREW X 3" LONG @ 12" O.C., TYP 16 GA. X 6" TRACK BACKING PER 05 A5-05 07 A5-02 07 A5-02 20° MATCH EXISTING 1' - 2" F.V. SE E E L E V A T I O N S ANCHORED TO WALL USING (1) #12 HILTI SELF- DRILLING SCREW X 3" LONG @ 12" O.C., TYP ( ICC ESR - 2196) STUD WALL WITH 16 GA MIN STUDS @ 16" O.C. ANCHORED TO TOP TRACK W/ HILTI X-U @ 6" O.C. MAX (ICC ESR-2269) AND BOTTOM TRACK WITH 1/2" DIA HILTI KB-TZ2 W/ 2" EMBED @ 32" O.C. MAX (ICC-ES ESR-4266), VIF. 16 GA. X 6" TRACK BACKING PER SATIN FINISH, STAINLESS STEEL DOOR HANDLE/PULL, TYP. PL-1 OVER 3/4" PARTICLE BOARD DOORS. SEE FINISH SCHEDULE. 105 GRAM PAPER WITH RESIN TOP COAT ON 3/4" PARTICLE BOARD, ADJUSTABLE SHELVES, TYP. SLOPED OR FULL-HEIGHT SOFFIT PER ELEVATION. SEE FINISH SCHEDULE. PROVIDE 1X4 CONT. WOOD BLOCKING WITH (1) #14 HEX HEAD SMS @12" O.C., TYP. 05 A5-05 07 A5-02 VA R I E S AL I G N 3/4" X 1" LUMBER CORE STRIP SET INTO FRONT PANEL LOOSE CLEAT REQUIRED AT CEILING FOR SOFFITS OVER 12" HIGH SCRIBE TO CEILING LINE OF CEILING FINISH BOTTOM OF PANEL WHERE EXPOSED 1/ 4 " ANCHORED TO WALL USING (1) #12 HILTI SELF- DRILLING SCREW X 3" LONG @ 12" O.C., TYP (ICC ESR - 2196) 16 GA. X 6" TRACK BACKING PER 16 GA. X 6" TRACK BACKING PER PLAM OVER 3/4" PARTICLE BOARD FRONT , 105 GRAM PAPER WITH RESIN ON 1/2" PARTICLE BOARD SIDES AND BACK, 1/4" MDF BOTTOM 2X4 BASE SUPPORT 3/4" PARTICAL BOARD SUBSTRATE ANCHORED TO WALL USING (1) #12 HILTI SELF- DRILLING SCREW X 3" LONG @ 12" O.C., TYP (ICC ESR - 2196) ANCHORED TO WALL USING (1) #14 SELF- DRILLING SCREW X 3" LONG @ 12" O.C., TYP 16 GA. X 6" TRACK BACKING PER ANCHORED TO WALL USING (1) #14 SELF- DRILLING SCREW X 3" LONG @ 12" O.C., TYP 16 GA. X 6" TRACK BACKING PER 07 A5-02 07 A5-02 07 A5-02 07 A5-02 SATIN FINISH, STAINLESS STEEL DRAWER HANDLE/PULL, TYP. STUD WALL WITH 16 GA MIN STUDS @ 16" O.C. ANCHORED TO TOP TRACK W/ HILTI X-U @ 6" O.C. MAX (ICC ESR-2269) AND BOTTOM TRACK WITH 1/2" DIA HILTI KB-TZ2 W/ 2" EMBED @ 32" O.C. MAX (ICC-ES ESR-4266), VIF. 105 GRAM PAPER WITH RESIN TOP COAT ON 3/4" PARTICLE BOARD, ADJUSTABLE SHELVES, TYP. 2' - 0" 7' - 6 " 4" FLOORING WITH TOP SET RUBBER BASE - WRAP BASE AT END PANELS DRAWER DRAWER DRAWER DRAWER 105 GRAM PAPER WITH RESIN TOP COAT ON 3/4" PARTICLE BOARD, ADJUSTABLE SHELVES, TYP. PLAM OVER 3/4" PARTICLE BOARD DOORS. SEE FINISH SCHEDULE. SATIN FINISH, STAINLESS STEEL DOOR HANDLE/PULL, TYP. 10 A5-05 7 3 / 4 " 1' - 8" 7 3 / 4 " 1' - 8" 7 3 / 4 " 1' - 8" 7 3 / 4 " 1' - 8" 10 " 10 " 10 " 5" 5" 6 1 / 2 " 2' - 2 " 2' - 2 " 2' - 4 " SELF EDGE, TYP. SATIN FINISH STAINLESS STEEL DOOR HANDLE PLASTIC LAMINATE OVER 3/4" PARTICLE BOARD COUNTER. DRAWER UNIT W/ FULL EXTENSION SLIDES, PLASTIC LAMINATE OVER 3/4" PARTICAL BOARD FRONT, 105 GRAM PAPER W/ RESIN ON 1/2" PARTICLE BOARD SIDES AND BACK, 1/4" MDF BOTTOM WALL BASE. SEE SHEET I1-11 PROVIDE BACKING PER 07/A5-02 3/4" CLEAT DOWELED AND GLUDED TO ENDS. FASTEN TO BACKING W/ # 14 X 3" SELF DRILLING HEXT HEAD FASTENERS @ 12" O.C. BETWEEN CABINET AND BACKING PLATE. (2 1/2" O.C. MAX. FROM END AND MIN. 4 PER CABINET) TYP. 2X BASE SUPPORT, TYP.1' - 6" 3" 4" NOTE: MATCH PLASTIC LAMINATE OF BENCH LOCATED IN DRESSING ROOM 1626. 5/8" GYP. BOARD 4" 16 GA. METAL STUD, 16" O.C., TYP. PROVIDE 1/4-20X2" BOLT AND NUTS 2"X4" FIRE TREATED WOOD BLOCKING RAKKS EH-1818-FM COUNTER SUPPORT BRACKET, FLUSH MOUNTED TO THE RIGHT SIDE OF THE STUD FACING THE WALL. NOTE: VERNON FABRICATED MOTORIZED ADJUSTABLE WORKSTATION. DIMENSIONS AND QUANTITIES PER FURNITURE SCHEDULE LOCATIONS PER EQUIPMENT AND FURNITURE PLANS. HEIGHT-ADJUSTABLE RECTANGULAR MOTORIZED LEG BASE: STEELCASE OLOGY OR EQUAL. ALUMINUM OR PLATINUM LEG COLOR. RADIUSED TABLE-TOP PER FURNITURE SCHEDULE. PLASTIC LAMINATE FINISH PER FINISH SCHEDULE. PVC-FREE EDGE BANDING. WIDTH PER SCHEDULE LE N G T H P E R S C H E D U L E 6 1 / 2 " R 1 1/2" R No. F LICENSE STATE D O A RCHITECT C AL IFORNIA STEPHE WHITE RENEWAL DATE C-34829 N 08/31/27 SHEET TITLE PROJECT FACILITY FAC NO: BLDG NO: FLOOR LEV: SECTION: KP PROJ. NO. PERMIT NO. 555 W. Fifth Street Suite 2950 | Los Angeles, CA 90013 USA ARCHITECT CONSULTANT ARCHITECT SEAL CONSULTANT SEAL KAISER FOUNDATION HOSPITALS NATIONAL FACILITIES SERVICES 1800 HARRISON STREET OAKLAND, CALIFORNIA 94612 ISSUE / REVISION LOG NO. ISSUED DATE 0 5' 5 0 ' GR A P H I C S C A L E S : 1 / 1 6 " = 1 ' - 0 " 0 25 ' 1/ 8 " = 1 ' - 0 " 5' 0 12 ' 1/ 4 " = 1 ' - 0 " 1' 0 6' 1/ 2 " = 1 ' - 0 " 1' 0 2' 1- 1 / 2 " = 1 ' - 0 " 0 1' 3" = 1 ' - 0 " IF T H I S S H E E T I S N O T 30 " x 4 2 " , I T I S A R E D U C E D PR I N T - S C A L E AC C O R D I N G L Y AGENCY APPLICATION NUMBER AGENCY APPROVAL STAMP THIS DOCUMENT IS THE PROPERTY OF THE OWNER AND IS NOT TO BE USED WITHOUT OWNER'S WRITTEN PERMISSION. HZ PROJ. NO. www.huitt-zollars.com Phone 310.820.4600 | Fax 310.207.4215 C: \ U s e r s \ l r o b i n s o n \ O n e D r i v e - H u i t t - Z o l l a r s , I n c \ D o cu m e n t s \ R 3 1 4 4 1 2 . 3 5 K P H B M K P O J _ A 2 4 _ l r o b i n s o n L 2 M D X . r vt 1 1 / 3 / 2 0 2 5 3 : 4 6 : 0 5 P M SOCC 2022 R HBM 1st Fl KPOJ REMODEL A5-05 DETAILS - CASEWORK CA394-1 - CAP027721R314412.35 HARBOR/MacARTHUR MEDICAL OFF 3401 S. HARBOR BLVD. SANTA ANA, CALIFORNIA 92704 1 1/2" = 1'-0"BASE CABINET AT ACCESSIBLE SINK 01 1 1/2" = 1'-0"BASE CABINET W/ DRAWER AND UPPER CABINET 02 1 1/2" = 1'-0"CAEX SINK BASE CABINET 061 1/2" = 1'-0"BASE CABINET W/ DRAWER 11 3" = 1'-0"TYP. SLOPE SOFFIT ON TOP OF CASEWORK 05 1 1/2" = 1'-0"EXAM ROOM - CAEX DETAIL 16 1 1/2" = 1'-0"UPPER CABINET W/ TWO ADJUSTABLE SHELVES 12 1 1/2" = 1'-0"TYPICAL UPPER CABINET 13 3" = 1'-0"TYP. STRAIGHT SOFFIT ABOVE CASEWORK 10 1 1/2" = 1'-0"STORAGE CABINET 07 1 1/2" = 1'-0"DRESSING BENCH W/ DRAWER 143" = 1'-0"RAKKS BRACKET PLAN 193/4" = 1'-0"RECTANGULAR WORKSTATION - TAAM 800 & 801 24 CITY SUBMITTAL 11/03/2025 101125520, 20187249, 40140902 EXIT ON THIS FLOOR SERVES FLOORS 1 - 2 1 NO ROOF ACCESS STAIR 1 EXIT ON THIS FLOOR SERVES FLOORS 1 - 2 1 NO ROOF ACCESS STAIR 1 EXIT 6" 6" DOWN 6" 6" EXIT STAIR EXIT ROUTE NOTE: 1. CHARACTER AND THEIR BACKGROUND SHALL HAVE A NON -GLARE FINISH. 2. CHARACTERS SHALL CONTRAST WITH THEIR BACKGROUND. 3. BACKGROUND SHALL CONTRAST WITH THE WALL. 4. TEXT FONT SHALL BE HELVETICA REGULAR OR EQUAL SANS-SERIF FONT. 5. ALL CHARACTER SHALL BE UPPERCASE 6. REFER TO CBC 11B-703.3 F OR BRAILLE REQUIREMENTS CONTRACTED (GRADE 2) BRAILLE -RAISED 1/40" 1" HEIGHT, 1/4" STROKE -RAISED 1/32" CONTRACTED (GRADE 2) BRAILLE -RAISED .025" 5/8" HEIGHT, 1/4" STROKE -RAISED 1/32" CONTRACTED (GRADE 2) BRAILLE -RAISED 1/40" 5/8" HEIGHT, 1/4" STROKE -RAISED 1/32" 1/2" MAX. 3/8" MIN. 48" MIN. 60" MAX. 48" MIN. 60" MAX. 48" MIN. 60" MAX. 1" 1" 1" LOWEST TACTILE CHARACTER 48" ELEVATION PLAN 18" 18" EQ EQ CLEAR FLOOR SPACE 60" EQ EQ 4" TO TOP OF SIGN 61" MAX CHARACTER ZONE TACTILE NOTES: SIGNS CONTAINING TACTILE CHARACT ERS SHALL BE LOCATED SO THAT A CLEAR FLOOR SPACE OF 18" X 18" MIN, CENTERED ON THE TACTILE LET TERS IS PROVIDED BEYOND THE ARC OF ANY DOOR SWING BET WEEN THE CLOSED POSITION AND 45 DEGREE OPEN POSITION. SINGLE DOOR: POSITION SIGN ALONGSIDE THE DOOR AT THE LATCH SIDE. DOUBLE DOOR: POSITION SIGN ON THE INACTIVE LEAF. IF TWO ACT IVE LEAVES, SIGN GOES TO RIGHT OF RIGHT HAND DOOR. WHERE THERE IS NO WALL SPACE AT THE LAT CH SIDE OF A SINGLE DOOR OR AT THE RIGHT SIDE OF DOUBLE DOORS, SIGNS SHALL BE LOCATED ON THE NEAREST ADJACENT WALL. HIGHEST TACTILE CHARACTER 60" 1" HEIGHT, 1/4" STROKE 1" HEIGHT, 1/4" STROKE 1" HEIGHT, 1/4" STROKE 5" HEIGHT, 3/4" STROKE 1" HEIGHT, 1/4" STROKE 1-1/2" HEIGHT, 1/4" STROKE MIN. 18" 12" MIN. 18" 6" 6" 60" AFF MAX 1/4" RADIUS, TYP. WHIT E FIGURE ON BLUE BACKGROUND. BLUE SHALL BE EQUAL TO FEDERAL STANDARD 595B COLOR #15090 VINYL DECAL. ADHESIVE ON FACE OF DECAL FOR WINDOW AND GLASS APPLICATION. ADHESIVE ON BACK OF DECAL F OR SOLID DOOR APPLICATIONS. NOT E: COLORS AND PICTOGRAM REQUIREMENTS SHALL COMPLY WITH INTERNATIONAL SYMBOL OF ACCESSIBILITY. R No.No.No.No. FFFF LLLLIIIICCCCEEEENNNNSSSSEEEE SSSSTTTTAAAATTTTEEEE DDDD OOOO AAAA RRRRCCCCHHHHIIIITTTTEEEECCCCTTTT CCCC AAAALLLL IIIIFFFFOOOORRRRNNNNIIIIAAAA SSSSTTTTEEEEPPPPHHHHEEEE WWWWHHHHIIIITTTTEEEE R ENEWAL R ENEWAL R ENEWAL R ENEWAL D AT EDATEDATEDATE CCCC ----34829348293482934829 NNNN 08/31 /2708/31 /2708/31 /2708/31 /27 SHEET TITLE PROJECT FACILITY FAC NO:BLDG NO:FLOOR LEV:SECTION: KP PROJ. NO. PERMIT NO. 555 W. Fifth Street Suite 2950 | Los Angeles, CA 90013 USA ARCHITECT CONSULTANT ARCHITECT SEAL CONSULTANT SEAL KAISER FOUNDATION HOSPITALS NATIONAL FACILITIES SERVICES 1800 HARRISON STREET OAKLAND, CALIFORNIA 94612 ISSUE / REVISION LOG NO.ISSUED DATE 0 5' 50' GRAPHIC SCALES: 1/16" = 1'-0" 0 25' 1/8" = 1'-0" 5' 0 12' 1/4" = 1'-0" 1' 0 6' 1/2" = 1'-0" 1' 0 2' 1-1/2" = 1'-0" 0 1' 3" = 1'-0" IF THIS SHEET IS NOT 30"x42", IT IS A REDUCED PRINT - SCALE ACCORDINGLY AGENCY APPLICATION NUMBER AGENCY APPROVAL STAMP THIS DOCUMENT IS THE PROPERTY OF THE OWNER AND IS NOT TO BE USED WITHOUT OWNER'S WRITTEN PERMISSION. HZ PROJ. NO. www.huitt-zollars.com Phone 310.820.4600 | Fax 310.207.4215 C:\Users\lrobinson\OneDrive - Huitt-Zollars, Inc\Documents\R314412.35 KP HBM KPOJ_A24_lrobinsonL2MDX.rvt 1/6/2026 2:42:47 PM SOCC 2022 R HBM 1st Fl KPOJ REMODEL A5-06 DETAILS -(E) REGULATORY SIGNAGE CA394-1 - CAP027721R314412.35 HARBOR/MacARTHUR MEDICAL OFF 3401 S. HARBOR BLVD. SANTA ANA, CALIFORNIA 92704 101125520, 20187249, 40140902 3" = 1'-0"(E) TACTILE EXIT SIGNS 02 1/2" = 1'-0"TACTILE SIGN PLACEMENT 01 3" = 1'-0"(E) STAIRWAY IDENTIFICATION SIGN 07 3" = 1'-0"(E) ADA ENTRANCE SIGN 05 1 CITY BACKCHECK #1 01/06/2026 101125520, 20187249, 40140902 ABBREVIATIONS: AL: ALUMINUM FF:FACTORY FINISH GL:GLASS/GLAZING HM: WELDED HOLLOW METAL KD:KNOCK DOWN METAL SC/WD: SOLID CORE/WOOD SSTL: STAINLESS STEEL STL: STEEL WD:WOOD GENERAL NOTES: 1. REFER TO SPECIFICATIONS SECTION 08 1113 FOR FRAME REQUIREMENTS. 2. REFER TO SPECIFICATIONS SECTION 08 8000 FOR GLAZING REQUIREMENTS. 3. GENERAL CONTRACTOR TO CONFIRM AND COORDINATE ALL FRAME SIZES WITH PARTITION TYPES AS WELL AS ALL EXTERIOR WALL MATERIALS PRIOR TO ORDERING AND INSTALLING WINDOW FRAMES. 4. GLAZING WITHIN 24" OF A DOORWAY AND LESS THAN 60" ABOVE THE WALKWAY SHALL BE SAFETY GLAZING. 5. REFER TO FINISH SCHEDULE ON I1-11 FOR PRIMARY CARE FINISH DESIGNATIONS. 6. REFER TO FINISH SCHEDULE ON I1-12 FOR ADMIN FINISH DESIGNATIONS. 7. EXIT DOORS SHALL BE OPENABLE FROM THE INSIDE WITHOUT THE USE OF A KEY OR ANY SPECIAL KNOWLEDGE OR EFFORT. DOORS SHALL NOT BE PROVIDED WITH THUMB-TURN LOCKS OR DEADBOLTS THAT DO NOT UNLATCH IN TANDEM WITH THE NORMAL OPERATING LEVER. THE OPENING FORCE FOR INTERIOR DOORS WITHOUT CLOSERS SHALL NOT EXCEED 5 POUNDS. THE UNLATCHING AND OPENING FORCE FOR OTHER DOORS, INCLUDING FIRE DOORS, SHALL NOT EXCEED 15 POUNDS. (CBC 1008) DOOR TYPE LEGEND W SINGLE FLUSH DOOR 1 2 1/2" CLEAR TEMPERED GLAZING SINGLE SLIDING BARN DOOR 3 H W SINGLE SLIDING GLASS DOOR 40 " 40 " 40 " H W SINGLE FLUSH DOOR W/ VISION PANEL 4 8"6" 40 " 6" 2' - 1 1 " PO R T I O N O F G L A Z I N G 43 " M A X T O V I S I B L E 1/4" THICK CLEAR TEMPERED GLAZING WELDED HOLLOW METAL FRAME W/ RETURNS 2"5/8" 1 7 / 8 " VA R I E S SO F I T W I D T H 1 1 / 2 " 1/ 2 " TH R O A T W I D T H 1/ 2 " 1 FRAME TYPE LEGEND FOR PARTITION TYPES THROAT: SEE PLAN HEADER FRAMING PER FRAME ANCHOR - PROVIDE (1) FOR EVERY 24" OF JAMB LENGTH FASTEN FRAME TO JAMB FRAMING W/ (2) #10 SMS PER ANCHOR WELDED HOLLOW METAL FRAME PER DOOR SCHEDULE GYP. BD. WITH SCHEDULED FINISH, TYP. CONT. SEALANT AT EACH SIDE OF PARTITION INSULATION WHERE OCCURS - SEE PLANS FOR PARTITION TYPES 03 A5-02 FO R P A R T I T I O N T Y P E S TH R O A T : S E E P L A N (PER NFPA 80) 1/2" MIN. 4" TYPICAL DISTANCE FROM ADJACENT PARTITION WHERE OCCURS -SEE PLANS JAMB FRAMING PER FRAME ANCHOR - PROVIDE (1) FOR EVERY 24" OF JAMB LENGTH FASTEN FRAME TO JAMB FRAMING W/ (2) #10 SMS PER ANCHOR WELDED HOLLOW METAL FRAME PER DOOR SCHEDULE GYP. BD. WITH SCHEDULED FINISH, TYP. CONT. SEALANT AT EACH SIDE OF PARTITION INSULATION WHERE OCCURS -SEE PLANS FOR PARTITION TYPES NOTE: PROVIDE FLOOR ANCHORS FOR FRAMES PER MANUFACTURER'S RECOMMENDATIONS AND PER SPECIFICATIONS 18 A5-02 CONCEALED SILL GUIDE ACOUSTIC BOTTOM SEAL FACE OF DOOR MFG. PROVIDED FRAME BOTTOM TRACK CORRIDOR ROOM SCHEDULE DOOR PANEL DOOR MFG. PROVIDED FRAME HEADER PER 5" MFG. PROVIDED VALANCE WITH END CAPS 3" AD120 CLOSER CARRIAGE/TRACK SCHEDULED DOOR PANEL GYP. BD. WITH SCHEDULED FINISH, TYP. INSULATION WHERE OCCURS -SEE PLANS FOR PARTITION TYPES FI N I S H E D O P E N I N G 5/ 8 " 1" 03 A5-02 2X FIRE-TREATED WOOD BLOCKING SILL GUIDE PULL SIDE CONCEALED SILL GUIDE DOOR MFG. PROVIDED FRAME SILICONE LIP SEAL DOOR JAMB PER DOOR JAMB PER DOOR PULL EDPM GASKET (BOTH SIDES) SCHEDULED DOOR PANEL GYP. BD. WITH SCHEDULED FINISH, TYP. 32" MIN. CLR. DASHED LINES SHOW DOOR IN OPEN POSITION ROUGH OPENING PER MANUFACTURER REQS 18 A5-02 UN D E R C U T 3/ 4 " M A X . CENTER MATERIAL TRANSITION UNDER DOOR PANEL SCHEDULED FLOOR FINISH SCHEDULED FLOOR FINISH DOOR FRAME, RE: DOOR SCHEDULE SCHEDULED DOOR PANEL. RE: DOOR SCHEDULE RE: PLAN SCHED. PARTITION CENTER TRANSITION STRIP UNDER DOOR PANEL -PROVIDE JOHNSONITE SSR-XX-B. RUBBER REDUCER STRIP AT FLOORING TRANSITION TO MATCH BASE SCHEDULED FLOOR FINISH DOOR FRAME, RE: DOOR SCHEDULE SCHEDULED DOOR PANEL. RE: DOOR SCHEDULE SCHEDULED FLOOR FINISH RE: PLAN SCHED. PARTITION RESILIENT FLOOR SCHEDULED DOOR PANEL RE: DOOR SCHEDULE 3/8" TILE FINISH OVER 1/4" THINSET RE: PLAN SCHED. PARTITION DOOR FRAME, RE: DOOR SCHEDULE 3/4" THICK MARBLE THRESHOLD FULL WIDTH OF DOOR FRAME 1:2 SLOPE MAX MA X 1/ 4 " 1/ 4 " M A X BEVEL EDGE MA X 1/ 2 " HW-1 (PRIVACY SET) QTY. DESCRIPTION MODEL FINISHMANUF. 3 Hinges TA314 630 MCK 1 Latch set 45H0N 14H 630 BES 1 Overhead Holder 2-SERIES 630 RIX 1 Set Seals S44D MITERED DKB PEM HW-2 (CARD READER) QTY. DESCRIPTION MODEL FINISHMANUF. 2 Hinges TA714 652 MCK 1 Transfer Hinge ETH4W5045 626 CAT 1 Electric Lock 45HW7DEU 14H 630 BES 1 Permanent Core 1CM7 626 BES 1 Closer 8916-DA SPA FC SN1 689 DOR 1 Kick Plate KO050 10” x 2” LDW B4E 630 TRM 1 Overhead Holder 2-SERIES 630 RIX 1 Set Seals S44D MITERED DKB PEM 1 Alarm Contact 1076D BLK GES CONDUIT BY DIVISION 26. CARD READER, REQUEST-TO-EXIT, WIRING, LOW VOLTAGE POWER, AND ALARM CONTACTS BY SECURITY CONTRACTOR. HW-3 (STOREROOM LOCK) QTY. DESCRIPTION MODEL FINISHMANUF. 3 Hinges TA714 630 MCK 1 Storeroom Lock 45H7D 14H 630 BES 1 Permanent Core 1CM7 626 BES 1 Overhead Holder 2-SERIES 630 RIX 1 Set Seals S44D MITERED DKB PEM HW-4 (MISC. ROOMS) QTY. DESCRIPTION MODEL FINISHMANUF. 3 Hinges TA314 630 MCK 1 Latch set 45H0N 14H 630 BES 1 Overhead Holder 2-SERIES 630 RIX 1 Set Seals S44D MITERED DKB PEM 1 Coat Hook B-76717 630 BOB HW-5 (SLIDING GLASS DOOR) HARDWARE PROVIDED BY MANUFACTURER. LOCKABLE HARDWARE TO MEET ACCESSIBILITY REQUIREMENTS. HW-6 (SLIDING BARN DOOR) HARDWARE PROVIDED BY AD SYSTEMS. HARDWARE TO MEET ACCESSIBILITY REQUIREMENTS. 04 T5-01 RE : P L A N SC H E D . P A R T I O N RE : P L A N SC H E D . P A R T I T I O N DOOR HARDWARE PART OF DOOR SYSTEM CLOSED POSITION MULLION LINE OF FRAME ABOVE 1"1" GLASS INLAY CONCEALED SILL GLIDE GLASS EPDM GASKET (BOTH SIDES) 3/4" x 2" x 1 1/2" L-ANGLE SCHEDULED DOOR PANEL GYP. BD. WITH SCHEDULED FINISH, TYP. JAMB FRAMING PER 18 A5-02 JAMB FRAMING PER 18 A5-02 METAL FRAME BY SLIDING DOOR MANUFACTURER METAL FRAME BY SLIDING DOOR MANUFACTURER LINE OF FRAME BELOW FASTEN FRAME TO JAMB FRAMING W/ (6) #14x2" HHSDS AT EACH END OF JAMB AND AT CENTER FASTEN FRAME TO JAMB FRAMING W/ (6) #14x2" HHSDS AT EACH END OF JAMB AND AT CENTER DO O R P A N E L 1 3 / 4 " 2" 2" 1 1/2"2 3/4" ROUGH OPENING CONCEALED SILL GLIDE SCHEDULED FLOOR FINISH SIDELITE FRAME OVERALL DEPTH 6 1/4" SIDELITE GLASS RE: PLAN SCHED. PARTITION 2" SCHEDULED FLOOR FINISH SIDELITE SILL TRACK 1 3/4" METAL FRAME BY SLIDING DOOR MANUFACTURER GYP. BD. WITH SCHEDULED FINISH, TYP. INSULATION WHERE OCCURS -SEE PLANS FOR PARTITION TYPES FRAME AND SLIDING DOOR BY MANUFACTURER 2X6 FIRE TREATED WOOD BLOCKING TO SECURE SLIDING DOOR FRAME PARTITION TYPES THROAT - SEE PLANS FOR GLASS EPDM GASKET BOTH SIDES SHIM AS REQUIRED #10-16X3" PAN HEAD STAINLESS STELL 12" O.C. 4" 7/8" DOOR PANEL 1 3/4" SIDE LITE 1 3/4" SCHEDULED FLOOR FINISH SIDELITE FRAME BEYOND SEE 28/A6-01 SIDELITE GLASS BEYONDRE: PLAN SCHED. PARTITION SCHEDULED FLOOR FINISH DOOR PANEL 1 3/4" BOTTOM TRACK WITH ACOUSTIC DROP DOWN SEAL WITH #10X1" PPHSMS 3 1 / 2 " 1/ 2 " LINE OF VERTICAL MULLION INSIDE FACE SILL GUIDE & #8X1/2 PMTSMS #10X1 PFHS R No. F LICENSE STATE D O A RCHITECT C AL IFORNIA STEPHE WHITE RENEWAL DATE C-34829 N 08/31/27 SHEET TITLE PROJECT FACILITY FAC NO: BLDG NO: FLOOR LEV: SECTION: KP PROJ. NO. PERMIT NO. 555 W. Fifth Street Suite 2950 | Los Angeles, CA 90013 USA ARCHITECT CONSULTANT ARCHITECT SEAL CONSULTANT SEAL KAISER FOUNDATION HOSPITALS NATIONAL FACILITIES SERVICES 1800 HARRISON STREET OAKLAND, CALIFORNIA 94612 ISSUE / REVISION LOG NO. ISSUED DATE 0 5' 5 0 ' GR A P H I C S C A L E S : 1 / 1 6 " = 1 ' - 0 " 0 25 ' 1/ 8 " = 1 ' - 0 " 5' 0 12 ' 1/ 4 " = 1 ' - 0 " 1' 0 6' 1/ 2 " = 1 ' - 0 " 1' 0 2' 1- 1 / 2 " = 1 ' - 0 " 0 1' 3" = 1 ' - 0 " IF T H I S S H E E T I S N O T 30 " x 4 2 " , I T I S A R E D U C E D PR I N T - S C A L E AC C O R D I N G L Y AGENCY APPLICATION NUMBER AGENCY APPROVAL STAMP THIS DOCUMENT IS THE PROPERTY OF THE OWNER AND IS NOT TO BE USED WITHOUT OWNER'S WRITTEN PERMISSION. HZ PROJ. NO. www.huitt-zollars.com Phone 310.820.4600 | Fax 310.207.4215 C: \ U s e r s \ l r o b i n s o n \ O n e D r i v e - H u i t t - Z o l l a r s , I n c \ D o cu m e n t s \ R 3 1 4 4 1 2 . 3 5 K P H B M K P O J _ A 2 4 _ l r o b i n s o n L 2 M D X . r vt 1 1 / 3 / 2 0 2 5 3 : 4 6 : 0 8 P M SOCC 2022 R HBM 1st Fl KPOJ REMODEL A6-01 SCHEDULE - DOOR & WINDOW CA394-1 - CAP027721R314412.35 HARBOR/MacARTHUR MEDICAL OFF 3401 S. HARBOR BLVD. SANTA ANA, CALIFORNIA 92704 DOOR SCHEDULE DOOR NO. ROOM NAME DOOR FRAME FIRE RATING HDW SET NO. VIEW PANEL TYPE COMMENTS SIZE TYPE MATERIAL FINISH TYPE MATERIAL FINISH DETAILS W H THK HEAD JAMB SILL 1612A WORKSTATION, GENERAL 3' - 0" 7' - 0" 1 3/4" 4 SC/WD PL-2 HM STL FF (CC105) 01/A6-01 06/A6-01 11/A6-01 20 MIN HW-2 TEMP. GL. 1612B WORKSTATION, GENERAL 3' - 0" 7' - 0" 1 3/4" 1 SC/WD PL-2 HM STL FF (CC105) 01/A6-01 06/A6-01 11/A6-01 - HW-4 - 1613 MED PREP ROOM 3' - 0" 7' - 0" 1 3/4" 4 SC/WD PL-2 HM STL FF (CC105) 01/A6-01 06/A6-01 11/A6-01 - HW-2 TEMP. GL. 1614 EXAM ROOM 3' - 5 1/4" 7' - 0 5/8" 1 3/4" 3 SC/WD PL-2 HM STL FF (CC105) 02/A6-01 12/A6-01 07/A6-01 - HW-6 - 1615 EXAM ROOM 3' - 5 1/4" 7' - 0 5/8" 1 3/4" 3 SC/WD PL-2 HM STL FF (CC105) 02/A6-01 12/A6-01 07/A6-01 - HW-6 - 1616 EXAM ROOM 3' - 5 1/4" 7' - 0 5/8" 1 3/4" 3 SC/WD PL-2 HM STL FF (CC105) 02/A6-01 12/A6-01 07/A6-01 - HW-6 - 1617 EXAM ROOM 3' - 5 1/4" 7' - 0 5/8" 1 3/4" 3 SC/WD PL-2 HM STL FF (CC105) 02/A6-01 12/A6-01 07/A6-01 - HW-6 - 1618 STORAGE 3' - 0" 7' - 0" 1 3/4" 1 SC/WD PL-2 HM STL FF (CC105) 01/A6-01 06/A6-01 11/A6-01 - HW-3 - 1619 TOILET/ LAV., TOILET 3' - 0" 7' - 0" 1 3/4" 1 SC/WD PL-2 HM STL FF (CC105) 01/A6-01 06/A6-01 21/A6-01 - HW-1 - 1620 TESTING ROOM, AUDIO 3' - 5 1/4" 7' - 0 5/8" 1 3/4"3 SC/WD PL-2 HM STL FF (CC105) 02/A6-01 12/A6-01 07/A6-01 - HW-4 - 1621 UTILITY, SOILED 3' - 0" 7' - 0" 1 3/4" 4 SC/WD PL-2 HM STL FF (CC105) 01/A6-01 06/A6-01 11/A6-01 - HW-4 TEMP. GL. 1624 INTERVENTIONAL ULTRASOUND 3' - 0" 7' - 0" 1 3/4" 1 SC/WD PL-2 HM STL FF (CC105) 01/A6-01 06/A6-01 11/A6-01 - HW-4 - 1704 COLLABORATION ROOM 3' - 0" 7' - 0" 1 3/4" 1 SC/WD PL-2 HM STL FF (CC105) 01/A6-01 06/A6-01 16/A6-01 20 MIN HW-2 - 1704A OFFICE, GENERAL 3' - 4 1/2" 7' - 3 1/8" 1 3/4" 2 AL/GL FF AL AL FF (CC105) 24/A6-01 22/A6-01 23/A6-01 - HW-5 1704B OFFICE, GENERAL 3' - 4 1/2" 7' - 3 1/8" 1 3/4" 2 AL/GL FF AL AL FF (CC105) 24/A6-01 22/A6-01 23/A6-01 - HW-5 1704C OFFICE, GENERAL 3' - 4 1/2" 7' - 3 1/8" 1 3/4" 2 AL/GL FF AL AL FF (CC105) 24/A6-01 22/A6-01 23/A6-01 - HW-5 1704D OFFICE, GENERAL 3' - 4 1/2" 7' - 3 1/8" 1 3/4" 2 AL/GL FF AL AL FF (CC105) 24/A6-01 22/A6-01 23/A6-01 - HW-5 3" = 1'-0"TYPICAL DOOR HEAD - HOLLOW METAL 013" = 1'-0"TYPICAL DOOR JAMB - HOLLOW METAL 06 3" = 1'-0"BARN DOOR THRESHOLD 07 3" = 1'-0"BARN DOOR HEADER 023" = 1'-0"BARN DOOR JAMB 12 3" = 1'-0"THRESHOLD (SIMILAR MATERIALS)113" = 1'-0"THRESHOLD - CARPET TO RESILIENT 163" = 1'-0"TILE TO RESILIENT FLOOR 21 12" = 1'-0"HARDWARE SETS 19 3" = 1'-0"ALUM. SLIDING DOOR JAMB 22 3" = 1'-0"THRESHOLD SIDELITE FRAME 28 3" = 1'-0"ALUM. SLIDING DOOR HEADER 24 3" = 1'-0"THRESHOLD ALUM. DOOR 23 CITY SUBMITTAL 11/03/2025 101125520, 20187249, 40140902 CODE RB-1 WALL BASE 4" TOP SET BASE TARKETT/JOHNSONITE VL2 WHISPERING MIST DESCRIPTION LOCATION THROUGHOUTDESCRIPTION: COLOR: MANUFACTURER: CODE FLOORING DESCRIPTION LOCATION WP-1 PLASTIC CORNER GUARD CS GROUP 934 PEARL TBD SEE PLANDESCRIPTION: COLOR: STYLE: MANUFACTURER: CODE WT-2 WALL TILE CERAMIC TILE STONE SOURCE SUGAR PAPER CENTRO -2" X 10", VERTICAL STACK CUSTOM BUILDING PRODUCTS - #09 NATURAL GRAY DESCRIPTION LOCATION TLPATDESCRIPTION: COLOR: STYLE: MANUFACTURER: GROUT: CODE PT-1 PAINT INTERIOR FINISH PAINT DUNN EDWARDS DET648 WHITE PICKET FENCE EGGSHELL VOC #14312 DESCRIPTION LOCATION THROUGHOUT -FIELDDESCRIPTION: COLOR: TYPE: MANUFACTURER: PT-5-W INTERIOR FINISH PAINT DUNN EDWARDS DE5910 WHISPER BLUE EGGSHELL VOC #14312 THROUGHOUT -ACCENTDESCRIPTION: COLOR: TYPE: MANUFACTURER: PT-16-W INTERIOR FINISH PAINT DUNN EDWARDS DE5833 TEARDROPS EGGSHELL VOC #14312 DESCRIPTION: COLOR: TYPE: MANUFACTURER: THROUGHOUT -ACCENT CODE PL-1 PLASTIC LAMINATE PLASTIC LAMINATE -CASEWORK ARBORITE ESSENTIAL NORDIC WOOD W481TBD DESCRIPTION LOCATION THROUGHOUTDESCRIPTION: COLOR: MANUFACTURER: CODE SS-1 SOLID SURFACE SOILD SURFACE CORIAN ANTARCTICA DESCRIPTION LOCATION SEE PLANSDESCRIPTION: COLOR: MANUFACTURER: 02 A5-04 01 A5-04 CORRIDORP-4 INTERIOR FINISH PAINT (MATCH EXISTING) BENJAMIN MOORE I-03 BONE WHITE EGGSHELL DESCRIPTION: COLOR: TYPE: MANUFACTURER: CODE PC-1 PRIVACY CURTAINS PRIVACY CURTAIN ICP MEDICAL 6100 SKY DESCPRITION LOCATION EXROMDESCRIPTION: COLOR & PATTERN: MANUFACTURER: CODE CEILINGS DESCPRITION LOCATION CPT-2 CARPET SHAW CONTRACT - FLAT WEAVE TILE 5T321 WOOL 01105 SEE PLANSDESCRIPTION: COLOR: MANUFACTURER: RT-12-A RESILIENT TILE FLOORING SHAW CONTRACT SPRY IN TANDUM -BUFF 96105 SEE PLANSDESCRIPTION: COLOR: STYLE: MANUFACTURER: RT-5 RESILIENT TILE FLOORING NORA 6505 SILK NORAPLAN SENTICA, 3.0 MM THICK SEE PLANSDESCRIPTION: COLOR: STYLE: MANUFACTURER: CODE TRANSITION STRIP DESCPRITION LOCATION TR-1 FLOOR TRANSITION JOHNSONITE MOON ROCK 29 SLTC-XX-B SEE PLANSDESCRIPTION: COLOR: STYLE: MANUFACTURER: TR-2 FLOOR TRANSITION JOHNSONITE MOON ROCK 29 TBD SEE PLANSDESCRIPTION: COLOR: STYLE: MANUFACTURER: CODE WALL PROTECTION DESCPRITION LOCATION TR-3 FLOOR TRANSITION TBD TBD TBD SEE PLANSDESCRIPTION: COLOR: STYLE: MANUFACTURER: 21 A6-01 16 A6-01 11 A6-01 07 A5-04 ACT-1 ACOUSTICAL CEILING TILE (MATCH EXISTING) ARMSTRONG CORTEGA MINABOARD 769 SQUARE EDGE LAY-IN 15/16" GRID WHITE TILE, WHITE GRID 24"X48" DRSSBDESCRIPTION: GRID: TILE: MANUFACTURER: CODE FILM DESCPRITION LOCATION F-1 GRAPHIC FILM PATTERN DESIGNTEX AIR, WHITE TRANSLUCENT OPROV (SLIDING DOOR)DESCRIPTION: COLOR & PATTERN: MANUFACTURER: RT-4 RESILIENT TILE FLOORING NORA 6520 SNOW DAY NORAPLAN SENTICA, 3.0 MM THICK SEE PLANSDESCRIPTION: COLOR: STYLE: MANUFACTURER: RWS-1 RESILIENT SHEET FLOORING FORBO -MARMOLEUM 3573FR TRACE OF NATURE AMOR COVE SELF-COVE BASE TLPATDESCRIPTION: COLOR: STYLE: MANUFACTURER: CORRIDORP-5 INTERIOR FINISH PAINT (MATCH EXISTING) BENJAMIN MOORE 1101 FENNEL SEED EGGSHELL DESCRIPTION: COLOR: TYPE: MANUFACTURER: B-2 4" COVE BASE FORBO -MARMOLEUM TRACE OF NATURE WITH AMOR COVE SELF-COVE BASE STRIATO TLPATDESCRIPTION: COLOR: MANUFACTURER: STYLE: 06 A5-04 B-3 DESCRIPTION: COLOR: MANUFACTURER: 4" TOP SET BASE (MATCH EXISTING) JOHNSONITE 47 BROWN CORRIDOR 07 A5-04 RT-2 RESILIENT TILE FLOORING (MATCH EXISTING) ARMSTRONG TP015 OILED TEAK DARK NATURAL CREATIONS ARBORART SEE PLANSDESCRIPTION: COLOR: STYLE: MANUFACTURER: B-4 DESCRIPTION: COLOR: MANUFACTURER: MATCH EXISTING MATCH EXISTING MATCH EXISTING IUSND CORRIDORP-6 INTERIOR FINISH PAINT (MATCH EXISTING) BENJAMIN MOORE OC-55 PAPER WHITE SEMI-GLOSS ZERO VOC #14312 DESCRIPTION: COLOR: TYPE: MANUFACTURER: B-5 DESCRIPTION: COLOR: MANUFACTURER: 4" TOP SET BASE JOHNSONITE 461 WICKER BASEWORKS -THERMOSET RUBBER CORRIDOR MODEL: RT-3 RESILIENT TILE FLOORING (MATCH EXISTING) MATSINC QUEEN'S OAK AMBER -WINEO PURLINE TILE 8" X 48" SEE PLANSDESCRIPTION: COLOR: STYLE: MANUFACTURER: B-6 DESCRIPTION: COLOR: MANUFACTURER: 4" COVE BASE MATSINC QUEEN'S OAK AMBER -WINEO PURLINE UTILS 06 A5-04 07 A5-04 07 A5-04 F-2 ACS-1 ACOUSTICAL CEILING TILE ARMSTRONG ULTIMA HIGH NRC SQUARE EDGE LAY-IN WITH PRELUDE 15/16" WHITE TILE, WHITE GRID 24"X24" SEE PLANDESCRIPTION: GRID: TILE: MANUFACTURER: ACS-2 ACOUSTICAL CEILING TILE ARMSTRONG ULTIMA HIGH NRC SQUARE EDGE LAY-IN WITH PRELUDE 15/16" WHITE TILE, WHITE GRID 24"X48" EXROMDESCRIPTION: GRID: TILE: MANUFACTURER: ACW-1 WASHABLE ACOUSTICAL CEILING TILE ARMSTRONG CLEAN ROOM VL UNPERFORATED SQUARE EDGE LAY-IN WITH PRELUDE 15/16" GRID WHITE TILE, WHITE GRID 24"X24" UTILS, UTILCDESCRIPTION: GRID: MANUFACTURER: WP-2 WALL PROTECTION COVERING CS GROUP 934 PEARL SCR-48 SEE PLANDESCRIPTION: COLOR: STYLE: MANUFACTURER:04 A5-04 GRAPHIC FILM PATTERN TBD WHITE TRANSLUCENT 36" EXROM (BARN DOOR)DESCRIPTION: COLOR & PATTERN: SIZE: MANUFACTURER: WT-4 CERAMIC TILE TILE BAR BASIC WHITE POLISHED, 12"X24", HORIZONTAL STACK CUSTOM BUILDING PRODUCTS - #09 NATURAL GRAY TLPATDESCRIPTION: COLOR: STYLE: MANUFACTURER: GROUT: 36 38 39 41 42 45 46 47 N T U Y BB L Q R M 1617 ACS2 EXAM ROOM EXROM PT-1 RB-1 RT-5 1616 ACS-2 EXAM ROOM EXROM PT-1 RB-1 RT-5 1614 ACS-2 EXAM ROOM EXROM PT-1 RB-1 RT-5 1612A ACS-1 HALLWAY HALLW PT-1 RB-1 RT-12-W 1620 ACS-2 TESTING ROOM, AUDIO TRAUD PT-1 RB-1 RT-5 1619 ACW-1 TOILET, PATIENT TLPAT PT-1 B-2 RSW-1 1615 ACS-2 EXAM ROOM EXROM PT-1 RB-1 RT-5 1601 HALLW 1635A ALCOVE, LINEN ALINS 1606 CORRIDOR CORRD 1625 H/C DRESS DRSSB 1626 DRESS DRSSB 1629 INTERVENTIONAL ULTRASOUND IUSND 1609 H/C TOILET TLGEN 1610 H/C TOILET TLGEN 1611 ULTRASOUND IUSND 1631 INTERVENTIONAL ULTRASOUND IUSND 1600 CORRIDOR COORD 1602 CORRIDOR CORRD 1630 TOILET 1624 ACS-2 INTERVENTIONAL ULTRASOUND IUSND PT-1 RB-1 RT-5 1613 ACS-2 MEDICATION PREPARATION ROOM MEDPR PT-1 RB-1 RT-5 1621 ACW-1 UTILITY, SOILED UTILS PT-1 RB-1 RT-5 1618 ACW-1 STORAGE, CLEAN SUPPLY SCLSU PT-1 B-5 RT-5 PT 5-W PT 5-W PT 5-W PT 5-W PT 5-W WP-1 WP-1 WP-1 P 5 P 5 P 4WP-1 P 4 WP-1 P 6 P 6 B 3 B 4 B 4 B 5 B 5 B 5 WT 2 TR 1 TR 1 TR 1 TR 1 TR 1 TR 1 TR 1 TR 1 TR 1 TR 1 TR 3 WP-1 WP-1 (E) WP-1 (E) WP-1 (E) ACT 1 RT 2 RT 3 B 3 F-2 F-2 F-2 F-2 PC-1 PC-1 PC-1 PC-1 RT 4 3' - 0" 3' - 0" 3' - 0" B 3 PT 5 3' - 0" P 6 RT 3 WP-2 TR 1 TYP 2' - 3" TYP 7' - 3" RT 4 PT 5-W PT 5-W RT 4 PT 5-W RT 4 PT 5-W WT 4 WT 4 N *NOTE: *IF THERE ARE NO LINES TO SHOW EXTENT OF FINISHES, THEN THE SYMBOL IN THE ROOM REFERS TO ALL THE SURFACES IN THAT ROOM P 1 CT 1 FLOOR MATERIAL CODE FLOOR FINISH TYPE WALL FINISH CODE WALL FINISH TYPE EXTENT OF WALL FINISH* FLOORING DIRECTION P 1 BASE MATERIAL CODE BASE FINISH TYPE WALL FINISH TAG* BASE FINISH TAG FLOOR FINISH TAG T 1 TRANSITION FINISH CODE TRANSITION FINISH TYPE TRANSITION FINISH TAG CORNER GUARD TAG CORNER GUARD TYPE WP-1 PRIVACY CURTAIN TAG PRIVACY CURTAIN TYPE PC-1 P 1 CEILING FINISH CODE CEILING FINISH TYPE CEILING FINISH TAG* 101 ACT-1 ROOM NAME PT-1 B-1 RF-1 ROOM NAME AND NUMBER ROOM FINISH TAG BASE MATERIAL CODE - TYPE FIELD FLOOR MATERIAL CODE - TYPE CEILING FINISH CODE - TYPE FIELD WALL FINISH CODE - TYPE R No. F LICENSE STATE D O A RCHITECT C AL IFORNIA STEPHE WHITE RENEWAL DATE C-34829 N 08/31/27 SHEET TITLE PROJECT FACILITY FAC NO: BLDG NO: FLOOR LEV: SECTION: KP PROJ. NO. PERMIT NO. 555 W. Fifth Street Suite 2950 | Los Angeles, CA 90013 USA ARCHITECT CONSULTANT ARCHITECT SEAL CONSULTANT SEAL KAISER FOUNDATION HOSPITALS NATIONAL FACILITIES SERVICES 1800 HARRISON STREET OAKLAND, CALIFORNIA 94612 ISSUE / REVISION LOG NO. ISSUED DATE 0 5' 5 0 ' GR A P H I C S C A L E S : 1 / 1 6 " = 1 ' - 0 " 0 25 ' 1/ 8 " = 1 ' - 0 " 5' 0 12 ' 1/ 4 " = 1 ' - 0 " 1' 0 6' 1/ 2 " = 1 ' - 0 " 1' 0 2' 1- 1 / 2 " = 1 ' - 0 " 0 1' 3" = 1 ' - 0 " IF T H I S S H E E T I S N O T 30 " x 4 2 " , I T I S A R E D U C E D PR I N T - S C A L E AC C O R D I N G L Y AGENCY APPLICATION NUMBER AGENCY APPROVAL STAMP THIS DOCUMENT IS THE PROPERTY OF THE OWNER AND IS NOT TO BE USED WITHOUT OWNER'S WRITTEN PERMISSION. HZ PROJ. NO. www.huitt-zollars.com Phone 310.820.4600 | Fax 310.207.4215 C: \ U s e r s \ l r o b i n s o n \ O n e D r i v e - H u i t t - Z o l l a r s , I n c \ D o cu m e n t s \ R 3 1 4 4 1 2 . 3 5 K P H B M K P O J _ A 2 4 _ l r o b i n s o n L 2 M D X . r vt 1 1 / 3 / 2 0 2 5 3 : 4 6 : 1 2 P M SOCC 2022 R HBM 1st Fl KPOJ REMODEL I1-11 PLAN - FINISH - CLINICAL AREA CA394-1 - CAP027721R314412.35 HARBOR/MacARTHUR MEDICAL OFF 3401 S. HARBOR BLVD. SANTA ANA, CALIFORNIA 92704 12" = 1'-0"INTERIOR FINISH LIST 04 1/4" = 1'-0"PLAN - FINISH 1ST FLR_ENLARGED PLAN - KPOJ - CLINICAL AREA 01 GENERAL NOTES SHEET KEYNOTES LEGEND KEYPLAN 1. U.N.O., ALL WALLS ARE TO BE PAINTED PT-1. 2. U.N.O., MATCH DOOR AND FRAME FINISHES TO ADJACENT DOORS IN SAME AREA/DEPARTMENT. 3. CONTRACTOR TO VERIFY FINISHES LABELED AS "MATCH EXISTING" BEFORE PROCURING. TRUE NORTH PLAN NORTH NOT APPLICABLE CITY SUBMITTAL 11/03/2025 101125520, 20187249, 40140902 STAIR 2 UP *NOTE: *IF THERE ARE NO LINES TO SHOW EXTENT OF FINISHES, THEN THE SYMBOL IN THE ROOM REFERS TO ALL THE SURFACES IN THAT ROOM P 1 CT 1 FLOOR MATERIAL CODE FLOOR FINISH TYPE WALL FINISH CODE WALL FINISH TYPE EXTENT OF WALL FINISH* FLOORING DIRECTION P 1 BASE MATERIAL CODE BASE FINISH TYPE WALL FINISH TAG* BASE FINISH TAG FLOOR FINISH TAG T 1 TRANSITION FINISH CODE TRANSITION FINISH TYPE TRANSITION FINISH TAG CORNER GUARD TAG CORNER GUARD TYPE WP-1 PRIVACY CURTAIN TAG PRIVACY CURTAIN TYPE PC-1 P 1 CEILING FINISH CODE CEILING FINISH TYPE CEILING FINISH TAG* 101 ACT-1 ROOM NAME PT-1 B-1 RF-1 ROOM NAME AND NUMBER ROOM FINISH TAG BASE MATERIAL CODE - TYPE FIELD FLOOR MATERIAL CODE - TYPE CEILING FINISH CODE - TYPE FIELD WALL FINISH CODE - TYPE 313027.82726 36 38 C F N A B D E G J K L Q R M 1704D ACS-1 OFFICE, GENERAL OGENL PT-1 RB-1 CPT-2 1704B ACS-1 OFFICE, GENERAL OGENL PT-1 RB-1 CPT-2 1708 EXAM ROOM EXROM 1702 SUB-WAITING WTAPT 1709 TLT STAFF TLSTF 1704C ACS-1 OFFICE, GENERAL OGENL PT-1 RB-1 CPT-2 1203 OFFICE OGENL 1771 TLT STAFF TLSTF 1205 LOUNGE LNGST 1202 RECEIVING RECVA 1201D WAITING WAGEN 1704 ACS-1 TEAM, MEETING AREA TEAMA PT-1 RB-1 RT-12-A 1704A ACS-1 OFFICE, GENERAL OGENL PT-1 RB-1 CPT-2 WP-1 WP-1 WP-1 TR 2 1708B EXAM ROOM EXROM 1708 WORKSTATION, GENERAL WSGEN F-1 F-1F-1F-1 P 4 B 3 TRUE NORTH PLAN NORTH R No. F LICENSE STATE D O A RCHITECT C AL IFORNIA STEPHE WHITE RENEWAL DATE C-34829 N 08/31/27 SHEET TITLE PROJECT FACILITY FAC NO: BLDG NO: FLOOR LEV: SECTION: KP PROJ. NO. PERMIT NO. 555 W. Fifth Street Suite 2950 | Los Angeles, CA 90013 USA ARCHITECT CONSULTANT ARCHITECT SEAL CONSULTANT SEAL KAISER FOUNDATION HOSPITALS NATIONAL FACILITIES SERVICES 1800 HARRISON STREET OAKLAND, CALIFORNIA 94612 ISSUE / REVISION LOG NO. ISSUED DATE 0 5' 5 0 ' GR A P H I C S C A L E S : 1 / 1 6 " = 1 ' - 0 " 0 25 ' 1/ 8 " = 1 ' - 0 " 5' 0 12 ' 1/ 4 " = 1 ' - 0 " 1' 0 6' 1/ 2 " = 1 ' - 0 " 1' 0 2' 1- 1 / 2 " = 1 ' - 0 " 0 1' 3" = 1 ' - 0 " IF T H I S S H E E T I S N O T 30 " x 4 2 " , I T I S A R E D U C E D PR I N T - S C A L E AC C O R D I N G L Y AGENCY APPLICATION NUMBER AGENCY APPROVAL STAMP THIS DOCUMENT IS THE PROPERTY OF THE OWNER AND IS NOT TO BE USED WITHOUT OWNER'S WRITTEN PERMISSION. HZ PROJ. NO. www.huitt-zollars.com Phone 310.820.4600 | Fax 310.207.4215 C: \ U s e r s \ l r o b i n s o n \ O n e D r i v e - H u i t t - Z o l l a r s , I n c \ D o cu m e n t s \ R 3 1 4 4 1 2 . 3 5 K P H B M K P O J _ A 2 4 _ l r o b i n s o n L 2 M D X . r vt 1 1 / 3 / 2 0 2 5 3 : 4 6 : 1 4 P M SOCC 2022 R HBM 1st Fl KPOJ REMODEL I1-12 PLAN - FINISH - PROVIDER ENCLAVE CA394-1 - CAP027721R314412.35 HARBOR/MacARTHUR MEDICAL OFF 3401 S. HARBOR BLVD. SANTA ANA, CALIFORNIA 92704 GENERAL NOTES SHEET KEYNOTES LEGEND KEYPLAN 1. UNO., ALL WALLS ARE TO BE PAINTED PT-1. 2. SEE FINISH SCHEDULE ON 04/I1-11 TRUE NORTH PLAN NORTH 1/4" = 1'-0"PLAN - REMODEL 1ST FLR_ENLARGED PLAN - PROVIDER ENCLAVE FINISH 01 NOT APPLICABLE CITY SUBMITTAL 11/03/2025 101125520, 20187249, 40140902 TV EPO J 2 J 1 TC D nL OS T SL ES CR CR CR MD PS PS CCCC PS CC ES CR T D D D D D D D D CR CR PS PS SL T T T T D SL D PS CHT K 800E-AA FURNITURE TAG -SEE FURNITURE SCHEDULE MODO 800E EQUIPMENT TAG -SEE EQUIPMENT SCHEDULE SPEC SPEC NO ( A SUFFIX OF "E" INDICATES EXISTING FURNITURE) SPEC SPEC NO ( A SUFFIX OF "E" INDICATES EXISTING EQUIPMENT) ACCESSORIES TAG -SEE ACCESSORIES SCHEDULE SPEC ( A SUFFIX OF "E" INDICATES EXISTING ACCESSORIES) MODO 800E DATA OUTLET (MODT AP) -SINGLE GANG BOX DATA OUTLET (MODT AP) -DOUBLE GANG BOX DATA -CEILING MOUNTED WI RELESS ACCESS POINT FLUSH M OUNT ED ENCLOSURE PHONE OUTLET -SINGLE GANG BOX TELEVISION OUTLET -SINGLE GANG BOX EMERGENCY POWER OFF -SINGLE GANG BOX JUNCTION BOXES (NUMBER DESIGNATES GANG SIZE) SWITCH -STANDARD -SINGLE GANG BOX SWITCH -TIME CLOCK -SINGLE GANG BOX SWITCH -DIMMER -SINGLE GANG BOX LIGHTING CONT ROL I NTERFACE -DOUBLE GANG BOX SURFACE MOUNTED ENCLOSURE CEI LING MOUNTED OCCUPANCY SENSOR ELECTRICAL RECEPT ICAL, SINGLE ELECTRICAL RECEPT ICAL, DUPLEX ELECTRICAL RECEPT ICAL, QUADRAPLEX ELECTRICAL RECEPTICAL, SPECIAL PURPOSE THERM OST AT -SI NGLE GANG BOX N 36 38 39 41 42 45 46 47 N T U Y BB L Q R M 16 17 EXAM ROOM EXROM 16 16 EXAM ROOM EXROM 16 14 EXAM ROOM EXROM 16 12A HALLWAY HALLW 16 20 TESTING ROOM, AU DIO TR AUD 1619 TOILET, PATIENT TLPAT 16 15 EXAM ROOM EXROM 16 01 HALLW 1521 TOILET TLGEN 1635A ALCOVE, LINEN ALINS 1606 CORRIDOR C ORR D 16 25 H/C DR ESS DR SSB 16 26 DRESS DRSSB 16 29 INTERVENTIONAL ULTRASOU ND IUSN D 1609 H/C TOILET TLGEN 16 10 H/C TOILET TLGEN 16 11 ULTRASOUND IUSND 1631 INTER VEN TIONAL ULTRASOUND IUSN D 16 00 CORRIDOR COORD 1602 CORRIDOR C ORR D 1630 TOILET 1624 INTER VENTIONAL ULTRASOU ND IUSN D 16 13 MEDICATION PREPARATION ROOM MEDPR 1612C PROVID ER WORKSTATION WSPRO 16 21 UTILITY, SOILED UTILS 1618 STORAGE, CLEAN SUPPLY SCLSU C-46B CATR 278 TAPW 264 DG STMA 201 CRCO 232 STDO 278 C-46B MOIT 202 CATR 278 DG TAPW 264 CRCO 232 STDO 278 STMA 201 SD SD CASU 244 C-46B CATR 278 MOIT 202 DG SD CRCO 232 TAPW 264 STMA 201 STDO 278 C-46B CATR 278 STDO 278TAPW 264 CRCO 232 SD MOIT 202 DG TC-02 COTE 201 WS-03 PRIN 200 TC-02 WS-03 COTE 201 C-46A REUC 256 FRUC 229 SD DG C-46B TC-02 WS-03 COTE 201 C-46A TC-02 WS-03 COTE 201 HALI 209 MOMO 211 STST 216 DG SCUB 201 CHSO 800 TAUL 400 TC-02 WS-03 COTE 201 AUDI 535E BOAU 508E TAPW 264 SD C-46B COTE 200 COTE 200 COTE 200 COTE 200 LIEX 281 LIEX 281 BREA 501 CAUT 501 CAWE 501 CHEY 211 CHEY 501 CLWE 211 COTE 200 MOBP 249 SCSC 212 SPIR 218 TEVI 218 EG-02A EG-02A EG-02A EG-02A EG-02A CATR 400 CLSW 204 COTE 200 MOWC 278 MONI 217 CBPU 202PRRU 201 AIR 100E WS-03 TC-02 SCWH 215 16 12B GENERAL, WORKSTATIONS WSGEN STMA 201 SHDB 212 CRCO 232 COTE 200 RECP 205 MPHY 233 SCSC 212.OA1 MPHY 233 MPHY 233 MPHY 233 DIGL 211 COSH 518 DIGL 211 COSH 518 RAIE 218 DISP 501 OTOP 207 MOBP 250 MOMO 227 MOMO 501 DIGL 211 COSH 518 RAIE 218 OTOP 207 DISP 501 MOBP 250 MOMO 227 MOMO 501 DIGL 211 COSH 518 RAIE 218 MOBP 250 MOMO 227 MOMO 501 DIGL 211 COSH 518 RAIE 218 DISP 501 OTOP 207 MOBP 250 MOMO 227 MOMO 501 PTD DIGL 211 COSH 518 BACS 200 DIGL 211 SD PTD PTD SD SFDP-800 SFDP-800 SFDP 801 SFDP 801 SFDP-800 SFDP-800 SFDP-800 SFDP-800 SFDP-800 SFDP-800 EG-01A PTD PTD PTD PTD PTD SD WS-03 HALI 209 TC-02 MOIT 202 MR MR MR MR MPHY 233 TEPH 100E DEMU 200E PRIN 200E COTE 200E WS-04 OTOP 207 DISP 501 COSH 400 ULSD 400 RACU 201 CHEY 502 MOBP 249 MOBP 249 R No.No.No.No. FFFF LLLLIIIICCCCEEEENNNNSSSSEEEE SSSSTTTTAAAATTTTEEEE DDDD OOOO AAAA RRRRCCCCHHHHIIIITTTTEEEECCCCTTTT CCCC AAAALLLL IIIIFFFFOOOORRRRNNNNIIIIAAAA SSSSTTTTEEEEPPPPHHHHEEEE WWWWHHHHIIIITTTTEEEE R ENEWAL R ENEWAL R ENEWAL R ENEWAL D AT EDATEDATEDATE CCCC ----34829348293482934829 NNNN 08/31 /2708/31 /2708/31 /2708/31 /27 SHEET T ITLE PROJECT FACILITY FAC NO:BLDG NO:FLOOR LEV:SECTION: KP PROJ. NO. PERMIT NO. 555 W. Fifth Street Suite 2950 | Los Angeles, CA 90013 USA ARCHITECT CONSULTANT ARCHIT ECT SEAL CONSULTANT SEAL KAISER FOUNDATION HOSPITALS NATIONAL FACILITIES SERVICES 1800 HARRISON STREET OAKLAND, CALIFORNIA 94612 ISSUE / REVISION LOG NO.ISSUED DATE 0 5' 50' GRAPHIC SCALES: 1/16" = 1'-0" 0 25' 1/8" = 1'-0" 5' 0 12' 1/4" = 1'-0" 1' 0 6' 1/2" = 1'-0" 1' 0 2' 1-1/2" = 1'-0" 0 1' 3" = 1'-0" IF THIS SHEET IS NOT 30"x42", IT IS A REDUCED PRINT - SCALE ACCORDINGLY AGENCY APPLICATION NUMBER AGENCY APPROVAL STAMP THIS DOCUMENT IS THE PROPERTY OF THE OWNER AND IS NOT TO BE USED WITHOUT OWNER'S WRITTEN PERMISSION. HZ PROJ. NO. www.huitt-zollars.com Phone 310.820.4600 | Fax 310.207.4215 C:\Users\lrobinson\OneDrive - Huitt-Zollars, Inc\Documents\R314412.35 KP HBM KPOJ_A24_lrobinsonL2MDX.rvt 1/6/2026 2:42:50 PM SOCC 2022 R HBM 1st Fl KPOJ REMODEL Q1-11 PLAN -EQUIPMENT & FURNITURE - 1ST FLR -CLINICAL AREA CA394-1 - CAP027721R314412.35 HARBOR/MacARTHUR MEDICAL OFF 3401 S. HARBOR BLVD. SANTA ANA, CALIFORNIA 92704 101125520, 20187249, 40140902 GENERAL NOTES SHEET KEYNOTES LEGEND KEYPLAN NOT APPLICABLE NOT APPLICABLE 1/4" = 1'-0"PLAN -EQUIPMENT 1ST FLR_ENLARGED PLAN -KPOJ -CLINICAL AREA 01 TR UE NOR TH PLAN NORTH CITY SUBMITTAL / BID SET 11/03/2025 1 CITY BACKCHECK #1 01/06/2026 101125520, 20187249, 40140902 TV EPO J 2 J 1 TC D nL OS T SL F STAIR 2 UP CR CR CR CR T CC CC CC J D CR D CR T DD D CHTK 800E-AA FURNITURE TAG - SEE FURNITURE SCHEDULE MODO 800E EQUIPMENT TAG - SEE EQUIPMENT SCHEDULE SPEC SPEC NO ( A SUFFIX OF "E" INDICATES EXISTING FURNITURE) SPEC SPEC NO ( A SUFFIX OF "E" INDICATES EXISTING EQUIPMENT) ACCESSORIES TAG - SEE ACCESSORIES SCHEDULE SPEC ( A SUFFIX OF "E" INDICATES EXISTING ACCESSORIES) MODO 800E DATA OUTLET (MODTAP) -SINGLE GANG BOX DATA OUTLET (MODTAP) -DOUBLE GANG BOX DATA -CEILING MOUNTED WIRELESS ACCESS POINT FLUSH MOUNTED ENCLOSURE PHONE OUTLET -SINGLE GANG BOX TELEVISION OUTLET -SINGLE GANG BOX EMERGENCY POWER OFF -SINGLE GANG BOX JUNCTION BOXES (NUMBER DESIGNATES GANG SIZE) SWITCH -STANDARD -SINGLE GANG BOX SWITCH -TIME CLOCK -SINGLE GANG BOX SWITCH -DIMMER -SINGLE GANG BOX LIGHTING CONTROL INTERFACE -DOUBLE GANG BOX SURFACE MOUNTED ENCLOSURE CEILING MOUNTED OCCUPANCY SENSOR ELECTRICAL RECEPTICAL, SINGLE ELECTRICAL RECEPTICAL, DUPLEX ELECTRICAL RECEPTICAL, QUADRAPLEX ELECTRICAL RECEPTICAL, SPECIAL PURPOSE THERMOSTAT -SINGLE GANG BOX 313027.82726 36 38 C F N A B D E G J K L Q R M 1704D OFFICE, GENERAL OGENL 1704B OFFICE, GENERAL OGENL 1708 EXAM ROOM EXROM 1702 SUB-WAITING WTAPT 1709 TLT STAFF TLSTF 1704C OFFICE, GENERAL OGENL 1203 OFFICE OGENL 1771 TLT STAFF TLSTF 1205 LOUNGE LNGST 1202 RECEIVING RECVA 1201D WAITING WAGEN 1704 TEAM, MEETING AREA TEAMA 1704A OFFICE, GENERAL OGENL 1205 LOUNGE LNGST COTE 201 WS-01 TC-02 COTE 201 WS-01 TC-02 TC-02 WS-01 OVMI 215 PR I N 2 0 0 MOIT 200 EG-02A EG-02A COTE 201 EG-02A REUC 241 C- 5 2 C- 5 2 C-52 TAMP 805 1708B EXAM ROOM EXROM 1708 WORKSTATION, GENERAL WSGEN WS-01 TC-02 COTE 201 EG-02A TRUE NORTH PLAN NORTH R No. F LICENSE STATE D O A RCHITECT C AL IFORNIA STEPHE WHITE RENEWAL DATE C-34829 N 08/31/27 SHEET TITLE PROJECT FACILITY FAC NO: BLDG NO: FLOOR LEV: SECTION: KP PROJ. NO. PERMIT NO. 555 W. Fifth Street Suite 2950 | Los Angeles, CA 90013 USA ARCHITECT CONSULTANT ARCHITECT SEAL CONSULTANT SEAL KAISER FOUNDATION HOSPITALS NATIONAL FACILITIES SERVICES 1800 HARRISON STREET OAKLAND, CALIFORNIA 94612 ISSUE / REVISION LOG NO. ISSUED DATE 0 5' 5 0 ' GR A P H I C S C A L E S : 1 / 1 6 " = 1 ' - 0 " 0 25 ' 1/ 8 " = 1 ' - 0 " 5' 0 12 ' 1/ 4 " = 1 ' - 0 " 1' 0 6' 1/ 2 " = 1 ' - 0 " 1' 0 2' 1- 1 / 2 " = 1 ' - 0 " 0 1' 3" = 1 ' - 0 " IF T H I S S H E E T I S N O T 30 " x 4 2 " , I T I S A R E D U C E D PR I N T - S C A L E AC C O R D I N G L Y AGENCY APPLICATION NUMBER AGENCY APPROVAL STAMP THIS DOCUMENT IS THE PROPERTY OF THE OWNER AND IS NOT TO BE USED WITHOUT OWNER'S WRITTEN PERMISSION. HZ PROJ. NO. www.huitt-zollars.com Phone 310.820.4600 | Fax 310.207.4215 C: \ U s e r s \ l r o b i n s o n \ O n e D r i v e - H u i t t - Z o l l a r s , I n c \ D o cu m e n t s \ R 3 1 4 4 1 2 . 3 5 K P H B M K P O J _ A 2 4 _ l r o b i n s o n L 2 M D X . r vt 1 1 / 3 / 2 0 2 5 3 : 4 6 : 1 7 P M SOCC 2022 R HBM 1st Fl KPOJ REMODEL Q1-12 PLAN - EQUIPMENT & FURNITURE PLAN - PROVIDER ENCLAVE CA394-1 - CAP027721R314412.35 HARBOR/MacARTHUR MEDICAL OFF 3401 S. HARBOR BLVD. SANTA ANA, CALIFORNIA 92704 TRUE NORTH PLAN NORTH GENERAL NOTES SHEET KEYNOTES LEGEND KEYPLAN NOT APPLICABLE NOT APPLICABLE 1/4" = 1'-0"PLAN - REMODEL 1ST FLR_ENLARGED PLAN - PROVIDER ENCLAVE EQUIP 01 CITY SUBMITTAL 11/03/2025 101125520, 20187249, 40140902 R No. F LICENSE STATE D O A RCHITECT C AL IFORNIA STEPHE WHITE RENEWAL DATE C-34829 N 08/31/27 SHEET TITLE PROJECT FACILITY FAC NO: BLDG NO: FLOOR LEV: SECTION: KP PROJ. NO. PERMIT NO. 555 W. Fifth Street Suite 2950 | Los Angeles, CA 90013 USA ARCHITECT CONSULTANT ARCHITECT SEAL CONSULTANT SEAL KAISER FOUNDATION HOSPITALS NATIONAL FACILITIES SERVICES 1800 HARRISON STREET OAKLAND, CALIFORNIA 94612 ISSUE / REVISION LOG NO. ISSUED DATE 0 5' 5 0 ' GR A P H I C S C A L E S : 1 / 1 6 " = 1 ' - 0 " 0 25 ' 1/ 8 " = 1 ' - 0 " 5' 0 12 ' 1/ 4 " = 1 ' - 0 " 1' 0 6' 1/ 2 " = 1 ' - 0 " 1' 0 2' 1- 1 / 2 " = 1 ' - 0 " 0 1' 3" = 1 ' - 0 " IF T H I S S H E E T I S N O T 30 " x 4 2 " , I T I S A R E D U C E D PR I N T - S C A L E AC C O R D I N G L Y AGENCY APPLICATION NUMBER AGENCY APPROVAL STAMP THIS DOCUMENT IS THE PROPERTY OF THE OWNER AND IS NOT TO BE USED WITHOUT OWNER'S WRITTEN PERMISSION. HZ PROJ. NO. www.huitt-zollars.com Phone 310.820.4600 | Fax 310.207.4215 C: \ U s e r s \ l r o b i n s o n \ O n e D r i v e - H u i t t - Z o l l a r s , I n c \ D o cu m e n t s \ R 3 1 4 4 1 2 . 3 5 K P H B M K P O J _ A 2 4 _ l r o b i n s o n L 2 M D X . r vt 1 1 / 3 / 2 0 2 5 3 : 4 6 : 2 1 P M SOCC 2022 R HBM 1st Fl KPOJ REMODEL Q6-01 PLAN - EQUIPMENT & FURNITURE SCHEDULE CA394-1 - CAP027721R314412.35 HARBOR/MacARTHUR MEDICAL OFF 3401 S. HARBOR BLVD. SANTA ANA, CALIFORNIA 92704 GENERAL NOTES SHEET KEYNOTES LEGEND KEYPLAN NOT APPLICABLE NOT APPLICABLE FURNITURE SCHEDULE SPEC SPEC NO. QTY DESCRIPTION MANUFACTURER MODEL # RESP. CODE MOUNTING DIMENSIONS (INCHES) WEIGHT (LBS.)EL E C T . ANCHORAGE REQ'D (A=ARCH, S=STRUCT)NOTESLE N G T H HE I G H T WI D T H ( D E P T H ) DI A . AC-20 1 CORK BULLETIN BOARD PETER PEPPER PRODUCTS, INC. OFCI WALL 2' - 0" 3' - 0" 0' - 6" N/A 24" x 36" C-46A 2 CHAIR, SIDE, METAL HERMAN MILLER VERUS VFVI MOBILE 1' - 11 1/2" 3' - 0" 1' - 8" N/A C-46B 6 CHAIR, SIDE, METAL, BARIATRIC HERMAN MILLER VERUS PLUS CHAIR VFVI MOBILE 2' - 7 1/2" 3' - 0" 1' - 8" N/A C-52 3 OLLO TASK CHAIR WITHOUT ARMS MILLERKNOLL OLLO, WITH SHELL BACK, ARMLESS VFVI MOBILE 2' - 0 1/2" 3' - 2" 1' - 10 1/2" N/A EG-01A 1 ERGONOMIC MONITOR LIFT MILLERKNOLL FLO MONITOR ARM - SINGLE MONITOR VFVI DESK 1' - 8 15/16" 1' - 10 25/32" 0' - 1 21/32" N/A TO BE CLAMPED TO DESK EG-02A 9 ERGONOMIC MONITOR LIFT MILLERKNOLL FLO MONITOR MOUNT - DUAL MONITORS VFVI DESK 1' - 8 15/16" 1' - 10 25/32" 0' - 1 21/32" N/A TO BE CLAMPED TO DESK SFDP 801 1 SYSTEMS FURNITURE, DEMOUNTABLE PARTITIONS HERMAN MILLER FT180.4130T, FT187.2230.MS VFVI FLOOR 2' - 6" 5' - 3" N/A 63" HIGH SFDP-800 8 SYSTEMS FURNITURE, DEMOUNTABLE PARTITIONS HERMAN MILLER FT180.4124T, FT187.2224.MS VFVI FLOOR 2' - 0" 5' - 3" N/A 63" HIGH TAMP 805 1 COLLABORATIVE TABLE KAISER VERNON SMALL D-SHAPED VFVI FREESTANDING 4' - 2" 2' - 5" 4' - 10" Yes N/A PLASTIC LAMINATE PER FINISH SCHEDULE, LEG BASE: PLATINUM METALLIC TC-02 11 ERGONOMIC TASK CHAIR HERMAN MILLER VERUS VFVI MOBILE <varie s> <varies> <varies> <varies> N/A WS-01 4 RECTANGULAR MOTORIZED ADJUSTABLE TABLE MILLERKNOLL N/A VFVI FREESTANDING 5' - 0" 2' - 6" 2' - 6" Yes N/A PLASTIC LAMINATE PER FINISH SCHEDULE, LEG BASE: PLATINUM METALLIC. SEE 24/A5-05 FOR PLAN DETAIL. WS-03 7 RECTANGULAR MOTORIZED ADJUSTABLE TABLE MILLERKNOLL N/A VFVI FREESTANDING 4' - 0" 2' - 6" 2' - 6" Yes N/A PLASTIC LAMINATE PER FINISH SCHEDULE, LEG BASE: PLATINUM METALLIC. SEE 24/A5-05 FOR PLAN DETAIL. EQUIPMENT SCHEDULE SPEC SPEC NO. QTY DESCRIPTION MANUFACTURER MODEL # RESP. CODE MOUNTING DIMENSIONS (INCHES) WEIGHT (LBS.) UTILITIES BIOMED ANCHORAGE DETAIL #NOTESLE N G T H HE I G H T WI D T H ( D E P T H ) DI A . ME C H . PL U M B . EL E C T . DED. CKT.NEMA DATA AIR 100E 1 AIR PURIFIER N/A N/A OFOI FREESTANDING N/A EXISTING AUDI 535E 1 AUDIOMETER, CLINICAL BENSON MEDICAL INSTRUMENTS THE NEXT AUDIOMETER - NEXT EFOI COUNTER 5.25 1.25 3.25 0.00 3 Yes Yes Yes N/A EXISTING BACS 200 2 BAR CODE SCANNER, GENERIC INFORMATION AND TECHNOLOGY SERVICES BACS-BAR CODE SCANNER, GENERIC OFOI COUNTER N/A CONTRACTOR TO COORDINATE WITH KP IT BOAU 508E 1 BOOTH, AUDIO ETS-LINDGREN ACOUSTIC SYSTEMS RE-126 EFCI FREESTANDING 29.00 79.00 39.00 700 Yes N/A EXISTING BREA 501 1 BREATHALYZER INTOXIMETERS INC. DOM-RBTVXL OFOI PORTABLE 16.00 6.00 14.00 6.5 Yes N/A CASU 244 1 CART, SUPPLY DISTRIBUTION SYSTEMS INTERNATIONAL T6-ME-SD455CH OFVI MOBILE 24.00 80.00 48.00 N/A CATR 278 4 CABINET, TREATMENT, MOBILE, 2 DOOR, 2 DRAWER MIDMARK CORP BM02.2418.W.D.S. OFOI MOBILE 26.00 33.85 19.37 N/A CATR 400 1 CABINET, TREATMENT, MOBILE N/A N/A OFOI MOBILE N/A CAUT 501 1 CART, UTILITY BAILEY MANUFACTURING COMPANY 776 OFOI MOBILE 19.50 38.50 31.00 N/A CAWE 501 1 CART, WEIGHT BAILEY MANUFACTURING COMPANY DOUBLE LIFT BOX 6036 OFOI COUNTER 12.00 7.25 24.00 19 N/A CBPU 202 1 CABINET, PROBE, ULTRASOUND, MOUNT-OVER CONE INSTRUMENTS INC. CN18206 OFCI WALL 23.00 35.00 12.00 07/A5-02 CHEY 211 1 CABINET, EYE, VISUAL ACUITY GOOD-LITE COMPANY ESV1018 OFCI WALL 10.13 18.13 3.00 10 Yes Yes 07/A5-02 CHEY 501 1 CABINET, EYE, VISUAL ACUITY, ETDRS EYE CHART GOOD-LITE COMPANY ETDRS EYE CHART 500014 OFOI WALL 24.50 0.00 25.50 N/A CHEY 502 1 CABINET, EYE, VISUAL ACUITY, ILLUMINATED CABINET FOR ETDRS GOOD-LITE COMPANY ESC2000 OFCI WALL 25.63 24.75 3.00 20 Yes 07/A5-02 CHSO 800 1 CHAIR, SONOGRAPHY N/A N/A OFOI MOBILE N/A CLSW 204 1 CLOCK, SYNCHRONIZED, WIRELESS PRIMEX WIRELESS 14155-9C OFCI WALL 12.50 4 N/A CLWE 211 1 CLOCK, WALL HOWARD MILLER 625-485 OFCI WALL 13.50 13.50 1.75 13.50 1.6 N/A COSH 400 1 CONTAINER, SHARPS N/A N/A OFCI WALL N/A COSH 518 6 CONTAINER, SHARPS BD MEDICAL 305096 OFCI WALL 13.94 14.88 5.83 4 N/A COTE 200 7 COMPUTER-TERMINAL INFORMATION AND TECHNOLOGY SERVICES INFORMATION AND TECHNOLOGY SERVICES OFOI COUNTER Yes Yes N/A CONTRACTOR TO COORDINATE WITH KP IT COTE 200E 1 COMPUTER-TERMINAL INFORMATION AND TECHNOLOGY SERVICES INFORMATION AND TECHNOLOGY SERVICES EFOI COUNTER Yes Yes N/A CONTRACTOR TO COORDINATE WITH KP IT COTE 201 9 COMPUTER-TERMINAL INFORMATION AND TECHNOLOGY SERVICES INFORMATION AND TECHNOLOGY SERVICES OFOI COUNTER Yes Yes N/A CONTRACTOR TO COORDINATE WITH KP IT CRCO 232 5 CART, COMPUTER, NON-POWERED MIDMARK CORP. 6212-001-216 OFOI MOBILE 20.50 50.00 22.50 55 N/A DEMU 200E 1 PRINTER EXISTING EXISTING EFCI COUNTER Yes Yes N/A CONTRACTOR TO COORDINATE WITH KP IT DIGL 211 7 DISPENSER, GLOVE, THREE BOX MARKETLAB, INC. GP-015 OFCI WALL 15.70 10.10 3.90 1 N/A DISP 501 4 EAR SPECULA DISPENSER WELCH ALLYN INC. 52400-PF OFCI WALL 9.50 11.25 9.00 6 N/A FRUC 229 1 FREEZER, UNDERCOUNTER, SCIENTIFIC FOLLETT LLC PERFORMANCE SERIES FZR4P-0R-00-00 OFCI UNDERCOUNTER 23.75 31.38 27.00 170 Yes 5-15P N/A HALI 209 2 LINEN HAMPER STAND PEDIGO PRODUCTS, INC. P-1120-L-SS OFOI MOBILE 23.41 32.30 23.19 19 N/A LIEX 281 2 LIGHT, EXAMINATION, MOBILE WELCH ALLYN INC. GREEN SERIES EXAM IV 48810 OFOI MOBILE 60.24 20.87 13 Yes N/A MOBP 249 3 MONITOR, BLOOD PRESSURE, SPO2, WIRELESS, MOBILE MINDRAY DS, USA, INC VS9 121-002215-00 OFOI MOBILE 6.90 10.20 6.90 5.5 Yes Yes N/A MOBP 250 4 MONITOR, BLOOD PRESSURE, SPO2, WIRELESS, MOUNTED MINDRAY DS, USA, INC VS9 121-002215-00 OFCI WALL/MOBILE 6.90 10.20 6.90 5.5 Yes Yes N/A MOIT 200 1 LCD MONITOR W/ WALL MOUNT SAMSUNG (MONITOR), CHIEF (WALL MOUNT) QB55 SERIES (MONITOR), LSM1U FHB5147 MOUNTING KIT (WALL MOUNT) VFVI WALL 07/A5-02 CONTRACTOR TO COORDINATE WITH KP IT MOMO 211 1 WALL MOUNT, MONITOR, ULTRASOUND ERGOTRON, INC 45-243-026 LX WALL MOUNT LCD ARM OFCI WALL 14.20 16.00 25.70 7 No No 07/A5-02 MOMO 227 4 MOUNT, MONITOR, BLOOD PRESSURE ICWUSA.COM, INC. BP MOUNT FOR EQUIP RAIL DBGE1-W2-AS1-TMD10PR-THBVD-MW OFVI EQUIPMENT N/A MOMO 501 4 MOUNT, MONITOR AEGIS HC LLC ADAPTER FOR BP MONITOR A231 OFCI WALL N/A MONI 217 1 MONITOR, ULTRASOUND SAMSUNG ELECTRONICS AMERICA, INC. QM32R-B OFCI EQUIPMENT 28.55 16.52 1.36 5.71 Yes Yes N/A MOWC 278 1 MOUNT, WALL, COMPUTER, WORKSTATION ICWUSA.COM, INC. ULTRA 182 ARM UL182EV7-W3-KUS-AI-MW OFVI WALL 20.00 36.00 45.00 32 07/A5-02 MOWT 200 1 WALL MOUNT & MOUNTING KIT CHIEF LSM1U, FHB5147 OFCI WALL No 07/A5-02 CONTRACTOR TO COORDINATE WITH KP IT MPHY 233 5 MONITORING, PHYSIOLOGICAL, BARCODE SCANNER ADVANCE HEALTHCARE SOLUTIONS LLC HONEYWELL XENON PERFORMA 1950H OFOI MOBILE 3.90 6.50 2.50 0.34 Yes N/A OTOP 207 4 OTOSCOPE-OPHTHALMOSCOPE WELCH ALLYN INC. WALL TRANSFORMER 77710 OFCI WALL 12.00 5.00 4.00 Yes Yes N/A OVMI 215 1 MICROWAVE SHARP ELECTRONICS CORPORATION R-21LVF OFOI COUNTER 20.50 12.13 16.00 37 Yes Yes 5-15R N/A PRIN 200 2 PRINTER, GENERIC INFORMATION AND TECHNOLOGY SERVICES N/A OFOI FREESTANDING Yes Yes N/A CONTRACTOR TO COORDINATE WITH KP IT PRIN 200E 1 PRINTER EXISTING EXISTING EFCI COUNTER Yes N/A CONTRACTOR TO COORDINATE WITH KP IT PRRU 201 1 PROBE RACK, ULTRASOUND GE HEALTHCARE E8363JF OFCI WALL 20.00 15.00 5.50 13.5 N/A RACU 201 1 CRUTCH RACK BAILEY MANUFACTURING COMPANY CRUTCH & CANE RACK 790 OFCI WALL 60.00 17.00 15.50 24 07/A5-02 RAIE 218 4 RAIL, EQUIPMENT, 36-IN PALADIN HEALTHCARE LLC EVOLUTION EQUIPMENT MGT R203 OFCI WALL 36.00 07/A5-02 RECP 205 1 FREEZER, UNDERCOUNTER, SCIENTIFIC FOLLETT LLC REF SERIES REF1 OFOI COUNTER 18.60 17.93 24.00 60 Yes 5-15P, 90 N/A REUC 241 1 REFRIGERATOR, UNDERCOUNTER, SCIENTIFIC FELIX STORCH, INC. - SUMMIT APPLIANCES DIVISION AL54 OFOI UNDERCOUNTER 23.63 32.00 24.63 95 Yes No N/A REUC 256 1 REFRIGERATOR, UNDERCOUNTER, SCIENTIFIC FOLLETT LLC REF4P-OR-00-00 PERFORMANCE PLUS OFCI UNDERCOUNTER 23.75 31.38 27.00 170 Yes Yes 5-15P N/A SCSC 212 1 SCALE, FLOOR, DIGITAL WELCH ALLYN INC. 5002-XX-X OFOI FREESTANDING 25.00 49.00 26.00 20 Yes 07/A5-02 SCSC 212.OA1 1 STADIOMETER WELCH ALLYN INC. 845010 OFCI WALL 12.10 91.30 11.30 2.4 N/A SCUB 201 1 SCANNER, ULTRASOUND VERATHON MEDICAL INC BLADDERSCAN I10 SYSTEM 0270-1014 OFOI MOBILE 10.60 8.10 2.70 4 Yes Yes N/A SCWH 215 1 SCALE, WHEELCHAIR CARDINAL-DETECTO SCALE CO.WALL MOUNT WHEELCHAIR SCLE 7550-AC OFCI WALL 50.30 44.00 7.30 181 Yes 03/A5-04, 07/A5-02 SHDB 212 1 SHELVING SYSTEM, HIGH DENSITY, BASKET DISTRIBUTION SYSTEMS INTERNATIONAL MODUMAX OPEN RACK "A" KIT-D1-MM-KITA/ST/8BSK-C OFVI MOBILE 18.75 77.25 25.40 50 N/A SPIR 218 1 SPIROMETER, MOBILE NDD MEDICAL TECHNOLOGIES, INC. EASYONE AIR SPIROMETER 2500-2A OFOI MOBILE 6.10 3.40 1.40 0.8 Yes Yes Yes N/A STDO 278 4 STOOL, ADJUSTABLE, WITH BACK, NON-LOCK MIDMARK CORP. 273-002-866 RITTER ADJUSTABLE OFOI MOBILE 23.00 20 N/A STMA 201 4 STAND, MAYO PEDIGO PRODUCTS, INC. P-66 OFOI MOBILE 21.00 32.00 16.75 21 N/A STST 216 1 STOOL, STEP, HANDRAIL PEDIGO PRODUCTS, INC. P-10-A-K OFOI FREESTANDING 16.00 8.25 12.00 21 N/A TAPW 264 5 TABLE, EXAMINATION, POWER, CHAIR-TABLE MIDMARK CORP 626-001 OFOI FREESTANDING 28.00 37.00 60.00 435 Yes N/A TAUL 400 1 TABLE, ULTRASOUND N/A N/A OFOI MOBILE Yes N/A TEPH 100 1 TELEPHONE N/A N/A OFCI WALL Yes Yes N/A CONTRACTOR TO COORDINATE WITH KP IT TEPH 100E 1 TELEPHONE EXISTING EXISTING EFCI WALL Yes Yes N/A CONTRACTOR TO COORDINATE WITH KP IT TEVI 218 1 VISUAL FUNCTION ANALYZER, AUTOMATIC HONEYWELL SAFETY PRODUCTS TITMUS V4 VISION SCREENER 19099 OFOI COUNTER 17.00 7.75 11.00 13 Yes Yes N/A ON TABLE WITH LOCKING CASTERS ULSD 400 1 ULTRASOUND SYSTEM, DIAGNOSTIC GE HEALTHCARE LOGIQ E10 EFOI MOBILE Yes N/A ACCESSORIES SCHEDULE SPEC QTY DESCRIPTION MANUFACTURER MODEL # RESP. CODE MOUNTING DIMENSIONS (INCHES) WEIGHT (LBS.) ANCHORAGE DETAIL #NOTESLE N G T H HE I G H T WI D T H ( D E P T H ) DI A . CH 1 2X ROBE HOOK EXISTING EXISTING EFCI WALL 07/A5-02 DG 6 HAND DEGERMER ECOLAB 9202-1121 CFCI WALL 0' - 6 1/2" 11' - 2 13/32" 0' - 4" N/A GB 1 GRAB BAR EXISTING EXISTING EFCI WALL 07/A5-02 MR 4 MIRROR BOBRICK B-190 SERIES CFCI WALL 1' - 6" 2' - 6" 0' - 0 1/2" 07/A5-02 PTD 8 PAPER TOWEL DISPENSER BOBRICK B-262 CFCI WALL 0' - 10 3/4" 1' - 2" 0' - 4" N/A SD 8 SOAP DISPENSER ECOLAB 9263-4278 CFCI WALL 0' - 6 1/2"0' - 11 3/16" 0' - 4" N/A NOT APPLICABLE NOT APPLICABLE *NOTE: SEE SHEET A4-01 FOR RESTROOM ACCESSORIES SCHEDULE CITY SUBMITTAL 11/03/2025 101125520, 20187249, 40140902 CR CR CR CR CR CR CR CR CR CR CR STAIR 1 ELEVATOR 1 ELEVATOR 2 STAIR 4 STAIR 3 STAIR 2 UP UP UP UP UP ACPACPIAPACP CR CR CR CR CR CR CR CR CR CR CR CR CR CR CR CR CR CR CR CR CR ARM CR CR CR CR 10 0 1 A DOOR/OPENING IDENTIFICATION SEE SECURITY SINGLE LINE ON PROXIMITY CARD READER ARROW INDICATES DIRECTION OF FREE MOVEMENT, DOOR IS CONTROLLED IN THE OPPOSITE DIRECTION. AREA OF WORK 1704 TEAM, MEETING AREA TEAMA 1704D OFFICE, GENERAL OGENL 1704B OFFICE, GENERAL OGENL 1617 EXAM ROOM EXROM 1616 EXAM ROOM EXROM 1614 EXAM ROOM EXROM 1620 TESTING ROOM, AUDIO TRAUD 1619 TOILET, PATIENT TLPAT 1615 EXAM ROOM EXROM 1708 EXAM ROOM EXROM 1502 RECEP 1702 SUB-WAITING WTAPT 1709 TLT STAFF TLSTF 1710 CLEAN UTILITY UTILC 1713 RADIOGRAPHY IGENL 1715 RADIOGRAPHY IGENL 1714 CONTROL CONTR 1718 DEXA SCAN IBONE 1711 DRESS DRSSB 1716 H/C DRESS DRSSH 1717 H/C TOILET TLGEN 1722 HC TOILET TLGEN 1719 STORAGE SGENL 1720 CONTROL CONTR 1721 FLUOROSCOPY IFLUO 1723 H/C DRESS DRSSH 1703 CORRIDOR CORRD 1601 HALLW 1727 OFFICE OGENL 1726 OFFICE OGENL 1725 OFFICE OGENL 1724 OFFICE OADMN 1639 OFFICE OGENL 1638 OFFICE OGENL 1637 OFFICE OGENL 17 STAIR STO3 1636 OFFICE OGEN2 1525 EVS EVSCL 1524 MANAGER OFFICE OADMIN1523 CT VIEWING OGENL 1522 CLEAN LINEN SLINC 1521 TOILET TLGEN 1518 H/C DRESS DRSSH 1519 DRESS DRESSB 1520 DRESS DRESSB 1301 VESTIBULE VESTI 1607 TELECOM EQRTR 1635 ULTRA SOUND 1608 MAMMOGRAPHY IMAMO 1635A ALCOVE, LINEN ALINS 1606 CORRIDOR CORRD 1625 H/C DRESS DRSSB 1626 DRESS DRSSB 1627 ADA DRESS DRSSA 1629 INTERVENTIONAL ULTRASOUND IUSND 1609 H/C TOILET TLGEN 1610 H/C TOILET TLGEN 1611 ULTRASOUND IUSND 1605 HALLW 1631 INTERVENTIONAL ULTRASOUND IUSND 109 CT SCAN ISCAN 110 CONTROL CONTR 1511 PREP UTILG 1516 COMPUTER WACMP 1512 VIEWING FVIEW 1510 FUTURE CT SCAN ISCAN 1513 PROCESSORS WACPR 1514 CONTROL CONTR 1505 CORRIDOR CORRD 1515 MRI EXAM IMRIM 1517 SOILED LINEN SLINS 1729 ADA DRESS DRSSA 1728 TLT STAFF TLSFT 1506 CORRIDOR CORRD 1507 CORRIDOR CORRD 1504 CORRIDOR CORRD 1600 CORRIDOR COORD 1602 CORRIDOR CORRD 1630 TOILET 18 HALLW 1633 MAMMOGRAPHY IMAMO 1624 INTERVENTIONAL ULTRASOUND IUSND 1613 MEDICATION PREPARATION ROOM MEDPR 1704C OFFICE, GENERAL OGENL 1704A OFFICE, GENERAL OGENL 1612C PROVIDER WORKSTATION WSPRO 1621 UTILITY, SOILED UTILS 1833 EXAM ROOM EXROM13 EXAM ROOM EXROM 14 EXAM ROOM EXROM 16 (E) EXAM ROOM EXROM 19 EXAM ROOM EXROM 1832 EXAM ROOM EXROM 1816 EXAM ROOM EXROM 1815 EXAM ROOM EXROM 21 (E) EXAM ROOM EXROM 22 (E) EXAM ROOM EXROM 23 (E) EXAM ROOM EXROM 24 PROVIDER CONSULT ROOM CONSULT 25 (E) EXAM ROOM EXROM 26 (E) EXAM ROOM EXROM 27 (E) EXAM ROOM EXROM 1831 SPECIAL NEEDS EXAM ROOM EXSNA 1827D MA STATION MASTA 1827B MA STATION MASTA 1827C MA STATION MASTA 1827A MA STATION MASTA 1822B MA STATION MASTA 1822A MA STATION MASTA 1825A MA STATION MASTA 1825B MA STATION MASTA 28 CLEAN UTILITY UTILC 1820 (E) SOILED UTILITY UTILS 1821 MEDICAL GAS STORAGE SMGAS 29 MINOR PROCEDURE ROOM PRMIN 1829 CHARGE NURSE RNSTA 1902 TOILET TLGEN 1828 MEDICATION PREP ROOM MEDPR 30 WAITING ROOM WTAGN 1834 SHARED PROVIDER OFFICE OSHAR 31 EQUIPMENT STORAGE AEQST 1830 WEIGH IN APTWT 1825C WHEELCHAIR WEIGH IN APTWT/WCH 1818 (E) TOILET TLPAT 1825D STORAGE ALCOVE AEQST 1824 HALLWAY HALLW 1823 HALLWAY HALLW 1825 HALLWAY HALLW 1827 HALLWAY HALLW 1826 HALLWAY HALLW 1822 HALLWAY HALLW 1817 (E) TOILET TLPAT 1819 MINOR PROCEDURE PRMIN 1823A STORAGE ALCOVE AEQST 1708 ELECTRICAL EQMEC 1200 WAITING WTAGN 1203 OFFICE OGENL 1771 TLT STAFF TLSTF 1205 LOUNGE LNGST1202 RECEIVING RECVA 1201D WAITING WAGEN 1201C MEDS SMEDS KFHP 1100 ENTRY VESTIBULE 1101 LOBBY 103 BELOW STAIR 1117 SECURITY OFFICE OGENL 1116 TLT STAFF TLSTF 1119 VESTIBULE VESTI 1115 SUPPLY CLOSET SCLOS 1102 RECEPTION RECEP 32 STAIR STO4 1105 ACCESSIBLE TOILET RM TLPUB 1106 NON-ACCESSIBLE TOILET RM TLPUB 1104 VESTIBULE VESTI 1113 ELECTRICAL EQELC 1110 MATERIALS MGMT SSUPP 1109 ELEV EQUIP EQELV 1111 MECH EQMEC 1114 TELECOM EQRTR104 ELEV 1 ELEVA 105 MECH SHAFT MSHFT 106 ELEV 2 ELEVA 1108 ELEV LOBBY VESEL 107 MECH SHAFT MSHFT 1500 WTAGN 1112 CORRIDOR CORRD 1201A DISPENSING WADIS 1201B COMPOUNDING CMPDN 1103 VESTIBULE VESTI 1107 PHONES ATELE 1908 DATA EQRTR 1909 BLOOD DRAW ROOM BLDRR 1910 BLOOD DRAW 1911 STAFF LOUNGE 1900 WAITING 1906 EVSRM 1904 TOILET 1907 SSUPP 1914 LBTRY 1905 TLPTS 1903 TLPTS 34 CORRIDOR 1118 CORRIDOR 1618 STORAGE, CLEAN SUPPLY SCLSU 1500A OFFICE, GENERAL OGENL 1704 16 1 2 A 1613 1612A HALLW 1612B WSGEN 1 ST-04-1 1911A 1910A 1907 1824 1708.1 1908 1828B 1828A 1910 1911B ST-07-1 ST-06-1 1119 1800 1110B 1110A1113 1114 1112 1202 1701ST-02-1 1601 1602B 1607 1602A 1506 1504A 1504B URGENT CARE CENTRAL RECEPTION PHARMACY KAISER PERMANENTE ON THE JOB RADIOLOGY MATERIAL MANAGEMENT BLOOD DRAW STAFF LOUNGE 15 0 0 R No. F LICENSE STATE D O A RCHITECT C AL IFORNIA STEPHE WHITE RENEWAL DATE C-34829 N 08/31/27 SHEET TITLE PROJECT FACILITY FAC NO: BLDG NO: FLOOR LEV: SECTION: KP PROJ. NO. PERMIT NO. 555 W. Fifth Street Suite 2950 | Los Angeles, CA 90013 USA ARCHITECT CONSULTANT ARCHITECT SEAL CONSULTANT SEAL KAISER FOUNDATION HOSPITALS NATIONAL FACILITIES SERVICES 1800 HARRISON STREET OAKLAND, CALIFORNIA 94612 ISSUE / REVISION LOG NO. ISSUED DATE 0 5' 5 0 ' GR A P H I C S C A L E S : 1 / 1 6 " = 1 ' - 0 " 0 25 ' 1/ 8 " = 1 ' - 0 " 5' 0 12 ' 1/ 4 " = 1 ' - 0 " 1' 0 6' 1/ 2 " = 1 ' - 0 " 1' 0 2' 1- 1 / 2 " = 1 ' - 0 " 0 1' 3" = 1 ' - 0 " IF T H I S S H E E T I S N O T 30 " x 4 2 " , I T I S A R E D U C E D PR I N T - S C A L E AC C O R D I N G L Y AGENCY APPLICATION NUMBER AGENCY APPROVAL STAMP THIS DOCUMENT IS THE PROPERTY OF THE OWNER AND IS NOT TO BE USED WITHOUT OWNER'S WRITTEN PERMISSION. HZ PROJ. NO. www.huitt-zollars.com Phone 310.820.4600 | Fax 310.207.4215 C: \ U s e r s \ l r o b i n s o n \ O n e D r i v e - H u i t t - Z o l l a r s , I n c \ D o cu m e n t s \ R 3 1 4 4 1 2 . 3 5 K P H B M K P O J _ A 2 4 _ l r o b i n s o n L 2 M D X . r vt 1 1 / 3 / 2 0 2 5 3 : 4 6 : 3 1 P M SOCC 2022 R HBM 1st Fl KPOJ REMODEL T1-11 PLAN - REMODEL 1ST FLR - SECURITY CA394-1 - CAP027721R314412.35 HARBOR/MacARTHUR MEDICAL OFF 3401 S. HARBOR BLVD. SANTA ANA, CALIFORNIA 92704 GENERAL NOTES SHEET KEYNOTES LEGEND TRUE NORTH PLAN NORTH 1. ALL DEVICES AND CABINETS ON THIS FLOOR ARE EXISTING. NO NEW SCOPE UON. 2. THERE ARE NO NEW ELECTROMAGNETICALLY LOCKED EGRESS DOORS IN THIS PROJECT. ALL DOORS IN THIS PROJECT UON ARE COMPLIANT WITH CBC 1010.1.9.8 AND PROVIDE FREE EGRESS IN THE EXIT DIRECTION WITHOUT SPECIAL KNOWLEDGE, EFFORT OR USE OF A KEY. DOORS ARE NEVER LOCKED IN THE EXIT DIRECTION AT ANY TIME OR IN ANY CONDITION UON ON THE PLANS. 3. SECURITY CONTRACTOR SHALL PROVIDE AND INSTALL ALL WIRING, DEVICES, CONNECTIONS, PROGRAMMING, AND COORDINATION REQUIRED FOR A COMPLETELY FUNCTIONAL AND OPERATIONAL SYSTEM. SECURITY CONTRACTOR SHALL PROVIDE ANY CUSTOM BACKBOXES REQUIRED. 4. ELECTRICAL CONTRACTOR SHALL PROVIDE AND INSTALL ALL CONDUIT, BACK BOXES, PULL POWER BOXES AS SHOWN ON DRAWINGS. 5. HARDWARE CONTRACTOR SHALL PROVIDE AND INSTALL ELECTRIFIED HARDWARE, ELECTRIC TRANSFER HINGES AND POWER BOOSTERS FOR PANIC HARDWARE AS REQUIRED. COORDINATE WITH THE SECURITY CONTRACTOR TO CONNECT THE HARDWARE TO THE SECURITY SYSTEM. 1/16" = 1'-0"PLAN - REMODEL OVERALL 1ST FLR - SECURITY 01 1 (E) ACP PANEL LOCATION CITY SUBMITTAL 11/03/2025 101125520, 20187249, 40140902 (E) KP-IT LAN NETWORK RISER (E) SECURITY WIRE RISER (E) CONTROLLER CARD - 32 CARD READER CAPACITY CABINET 2 CABINET 3 (E) KP-IT LAN NETWORK RISER (E) SECURITY WIRE RISER CABINET 4 (E) KP-IT LAN NETWORK RISER (E) SECURITY WIRE RISER CABINET 6 LNL-8000 CABINET 5 12V PS 12V PS 1AP TELA - 37 24V PS 12V PS LNL-1100 LNL-1100 DR 2321 UTUC DR 2324 SSUPP (ACP 103) LNL 1300 (E) KP-IT LAN NETWORK RISER (E) SECURITY WIRE RISER(E) 24"X24"X6" HOFFMAN BOX ACCESS CONTROL PANEL ACP 103 LNL 2000 CABINET 1 24V PS 12V PS DR 3224 DR 2421 (ACP 103) LNL 1300 DR 3221 DR 1607 (ACP 103) LNL 1300 DR 3321 DR 2713 (ACP 103) LNL 1300 DR 3324 (ACP 103) LNL 1300 DR 1202 (ACP 103) LNL 1300 DR 2231 DR 1828B (ACP 103) LNL 1300 DR 2117A DR 1828A (ACP 103) LNL 1300 DR 2117B (ACP 103) LNL 1300 DR 2122B (ACP 103) LNL 1300 DR ST06-1 (ACP 101) LNL 1300 DR 1910 (ACP 101) LNL 1300 DR ST07-1 (ACP 101) LNL 1300 DR 1824 (ACP 101) LNL 1300 DR 1909 (ACP 101) LNL 1300 DR 1912 (ACP 101) LNL 1300 DR 1908 (ACP 101) LNL 1300 DR 1911 (ACP 101) LNL 1300 DR 1800 (ACP 101) LNL 1300 DR 1114 (ACP 101) LNL 1300 DR 1110B (ACP 101) LNL 1300 DR 1605 (ACP 101) LNL 1300 DR 1601 (ACP 101) LNL 1300 DR ST04-1 (ACP 101) LNL 1300 DR 1906 (ACP 101) LNL 1300 DR 1907 (ACP 101) LNL 1300 DR 2109 (ACP 101) LNL 1300 DR ST02-2 (ACP 101) LNL 1300 DR ST07-3 (ACP 102) LNL 1300 DR 3220 (ACP 102) LNL 1300 DR ST06-3 (ACP 102) LNL 1300 DR 2102 (ACP 102) LNL 1300 DR 1504A (ACP 101) LNL 1300 DR 1504B (ACP 101) LNL 1300 DR 1602B (ACP 101) LNL 1300 DR 3214 (ACP 101) LNL 1300 DR 1701 (ACP 101) LNL 1300 DR ST02-1 (ACP 101) LNL 1300 DR 2119 (ACP 101) LNL 1300 DR 2120 (ACP 101) LNL 1300 DR 2420 (ACP 101) LNL 1300 DR 6216 (ACP 101) LNL 1300 DR ST06-2 (ACP 101) LNL 1300 DR ST07-2 (ACP 101) LNL 1300 (ACP 102) LNL 1100 (ACP 102) LNL 1100 (ACP 102) LNL 2000 (ACP 101) LNL 2000 DR 2122A (ACP 103) LNL 1300 DR 3108A (ACP 103) LNL 1300 DR 3108B (ACP 103) LNL 1300 DR 2124 (ACP 102) LNL 1300 DR 2229 (ACP 103) LNL 1300 NOTE: CARD PLACEMENTS AND DOOR ADDRESS ASSIGNMENTS TO BE VERIFIED BY CONTRACTOR. REX CR CARD READER TO MATCH FACILITY STANDARD - UNSECURED SIDE - PROVIDE 4" SQ. BOX W/ SINGLE GANG TRIM - REFER TO PLANS FOR DOOR SWING DIRECTION AND DEVICE LOCATIONS MAGNETIC DOOR ALARM CONTACT LINE OF (E) CEILING PROVIDE 3/4" CONDUIT WITH (1) 2- CONDUCTOR 18 AWG. SHIELDED CABLE FOR ELECTRICAL LOCKSET ELECTRIC LOCKSET ELECTRIC TRANSFER HINGE REQUEST TO EXIT - SECURE SIDE PROVIDE 3/4" CONDUIT WITH 6-CONDUCTOR 22 AWG. SHIELDED CABLE FOR CARD READER ALL CABLE TO BE PLENUM RATED AND ROUTED USING EXISTING J-HOOK PATH BACK TO ACCESS CONTROL PANEL 9" CABLE THROUGH DOOR PANEL EQ EQ PROVIDE 3/4" CONDUIT WITH 4- CONDUCTOR 22 AWG. SHIELDED CABLE FOR REQUEST TO EXIT PROVIDE 3/4" CONDUIT WITH 2- CONDUCTOR 18 AWG. SHIELDED CABLE FOR MAGNETIC DOOR CONTACT MI N . 6" 12" MAX REX IDH MAX CARD READER. REFER TO PLANS FOR DOOR SWING DIRECTION AND DEVICE LOCATIONS MAGNETIC DOOR ALARM CONTACT LINE OF (E) CEILING PROVIDE 3/4" CONDUIT WITH (1) 2- CONDUCTOR 18 AWG. SHIELDED CABLE FOR ELECTRICAL LOCKSET ELECTRIC LOCKSET ELECTRIC TRANSFER HINGE REQUEST TO EXIT - SECURE SIDE ALL CABLE TO BE PLENUM RATED AND ROUTED USING EXISTING J-HOOK PATH BACK TO ACCESS CONTROL PANEL 9" CORE DOOR PANEL FOR CABLE THROUGH DOOR PANEL EQ EQ PROVIDE 3/4" CONDUIT WITH 4- CONDUCTOR 22 AWG. SHIELDED CABLE FOR REQUEST TO EXIT PROVIDE 3/4" CONDUIT WITH 2- CONDUCTOR 18 AWG. SHIELDED CABLE FOR MAGNETIC DOOR CONTACT MI N . 6" R No. F LICENSE STATE D O A RCHITECT C AL IFORNIA STEPHE WHITE RENEWAL DATE C-34829 N 08/31/27 SHEET TITLE PROJECT FACILITY FAC NO: BLDG NO: FLOOR LEV: SECTION: KP PROJ. NO. PERMIT NO. 555 W. Fifth Street Suite 2950 | Los Angeles, CA 90013 USA ARCHITECT CONSULTANT ARCHITECT SEAL CONSULTANT SEAL KAISER FOUNDATION HOSPITALS NATIONAL FACILITIES SERVICES 1800 HARRISON STREET OAKLAND, CALIFORNIA 94612 ISSUE / REVISION LOG NO. ISSUED DATE 0 5' 5 0 ' GR A P H I C S C A L E S : 1 / 1 6 " = 1 ' - 0 " 0 25 ' 1/ 8 " = 1 ' - 0 " 5' 0 12 ' 1/ 4 " = 1 ' - 0 " 1' 0 6' 1/ 2 " = 1 ' - 0 " 1' 0 2' 1- 1 / 2 " = 1 ' - 0 " 0 1' 3" = 1 ' - 0 " IF T H I S S H E E T I S N O T 30 " x 4 2 " , I T I S A R E D U C E D PR I N T - S C A L E AC C O R D I N G L Y AGENCY APPLICATION NUMBER AGENCY APPROVAL STAMP THIS DOCUMENT IS THE PROPERTY OF THE OWNER AND IS NOT TO BE USED WITHOUT OWNER'S WRITTEN PERMISSION. HZ PROJ. NO. www.huitt-zollars.com Phone 310.820.4600 | Fax 310.207.4215 C: \ U s e r s \ l r o b i n s o n \ O n e D r i v e - H u i t t - Z o l l a r s , I n c \ D o cu m e n t s \ R 3 1 4 4 1 2 . 3 5 K P H B M K P O J _ A 2 4 _ l r o b i n s o n L 2 M D X . r vt 1 1 / 3 / 2 0 2 5 3 : 4 6 : 3 2 P M SOCC 2022 R HBM 1st Fl KPOJ REMODEL T5-01 DETAILS - SECURITY CA394-1 - CAP027721R314412.35 HARBOR/MacARTHUR MEDICAL OFF 3401 S. HARBOR BLVD. SANTA ANA, CALIFORNIA 92704 N/A(E) CENTRALIZED ACCESS CONTROL PANEL (ACP)-FOR REFERENCE ONLY 01 3/4" = 1'-0"SINGLE DOOR W/ CR (CENTRALIZED)043/4" = 1'-0"SINGLE DOOR W/ IDH MAX CR (CENTRALIZED)-FOR REFERENCE ONLY 0816N/ANOT USED 15N/ANOT USED 14N/ANOT USED 12N/ANOT USED CITY SUBMITTAL 11/03/2025 101125520, 20187249, 40140902 AREA OF WORK RELOCATE EXISTING DEVICES DR-1613 MEDPR DR-1612A HALLW LENEL SERVER ORANGE COUNTY LENEL SOC ORANGE COUNTY ACCESS CONTROL PANEL LNL-2000 LNL-8000 LNL-1100 INTRUSION ALARM PANEL 24V PS 12V PS KP-IT LAN NETWORK PHONE SYSTEM CONNECTION 120V POWER 20A 1ST FLR 2ND FLR 3RD FLR ROOF TYPICAL ALARM DEVICES PER SECURITY PLANS ACP TR RM 1114 IAP DR-2616 EQRTRDR-2716 EQELCDR-2711 SGENLDR-2732 HALLW REX A EL CR 04 T5-01 REX A EL CR DR-ST06 04 T5-01 REX A EL CR DR-ST07 04 T5-01 CR CR IDH MAX IDH MAX DR-2501 OPT. EMP. ENTR. REX A EL CR 04 T5-01 CR IDH MAX DR-2122A WTAGN REX A EL CR 04 T5-01 DR-2122B WTAGN REX A EL CR 04 T5-01 REX A EL CR REX A EL CR DR-3108B WATGN DR-3108A WATGN 04 T5-01 04 T5-01 REX A EL CR DR-3224 SSUPP 04 T5-01 REX A EL CR DR-3221 UTILC 04 T5-01 REX A EL CR DR-3324 UTILC 04 T5-01 REX A EL CR DR-3321 SSUPP 04 T5-01 REX A EL CR DR-ST06 04 T5-01 REX A EL CR DR-ST07-3 04 T5-01 REX A EL CR DR-3220 EQRTR 04 T5-01 REX A EL CR DR-3214 SCLOS 04 T5-01 CR DR-3336 HALLW IDH MAX CR DR-3235 HALLW IDH MAX CR DR-3106 ROOF ACCESS IDH MAX DR-2120 EQRTRDR-2109 WTAGNDR-2231 HALLWDR-2229 HALLW REX A EL CR 04 T5-01 DR-2336 HALLW DR-2435 HALLW REX A EL CR DR-2420 EQRTR 04 T5-01 CR IDH MAX DR-2119 WRDRP REX A EL CR 04 T5-01 DR-2102 LNGST REX A EL CR 04 T5-01 CR IDH MAX REX A EL CR DR-2421 UTILC 04 T5-01 REX A EL CR DR-2324 SSUPP 04 T5-01 REX A EL CR DR-ST02 04 T5-01 CR IDH MAX CR IDH MAX REX A EL CR 04 T5-01 DR-2117A WTAGN REX A EL CR 04 T5-01 DR-2117B WTAGN REX A EL CR 04 T5-01 DR-2713 MEDPR REX A EL CR 04 T5-01 REX A EL CR DR-2321 UTILC 04 T5-01 DR-1913 BLDDRDR-1911A LNGST REX A EL CR 04 T5-01 DR-1906 EVSLC DR-1910 HALLW REX A EL CR DR-1908 EQRTR 04 T5-01 DR-1828A MEDPR REX A EL CR 04 T5-01 DR-1828B MEDPR REX A EL CR 04 T5-01 DR-1708.1 EQELC REX A EL CR DR-ST06 04 T5-01 REX A EL CR DR-ST07 04 T5-01 CR IDH MAX DR-1800 WTAGN REX A EL CR 04 T5-01 DR-1119 VESTI REX A EL CR DR-ST07 04 T5-01 DR-1607 EQRTRDR-1504B HALLWDR-1504A HALLWDR-1506 HALLW REX A EL CR 04 T5-01 DR-1500 WTAGN REX A EL CR DR-1110B SSUPP 04 T5-01 DR-1602A HALLW CR IDH MAX DR-1110A SSUPPDR-1113 EQELCDR-1112 CORRD CR IDH MAX REX A EL CR 04 T5-01 REX A EL CR 04 T5-01 REX A EL CR DR-1114 EQRTR 04 T5-01 DR-ST02 REX A EL CR 04 T5-01 DR-1701 HALLW REX A EL CR 04 T5-01 DR-1704 COLLB REX A EL CR 04 T5-01 DR-1601 HALLW REX A EL CR 04 T5-01 CR IDH MAX REX A EL CR 04 T5-01 CR IDH MAX CR IDH MAX CR IDH MAX CR IDH MAX REX A EL CR DR-1824 HALLW 04 T5-01 REX A EL CR 04 T5-01 CR IDH MAX CR IDH MAX DR-1602B HALLW REX A EL CR 04 T5-01 DR-1202 RECVA REX A EL CR 04 T5-01 HELP BUTTON DEVICES PER SECURITY PLANS 08 T5-01 08 T5-01 08 T5-01 08 T5-01 08 T5-01 08 T5-01 08 T5-01 08 T5-01 08 T5-01 08 T5-01 08 T5-01 08 T5-01 08 T5-01 08 T5-01 08 T5-01 08 T5-01 08 T5-01 08 T5-01 08 T5-01 08 T5-01 08 T5-01 A DR-3108C WATGN - --- REX A EL CR DR-2124 OGENL 04 T5-01 DR-1907 SSUPP REX A EL CR 04 T5-01 SPARE 04 T5-01 DR-1911B LNGST 04 T5-01 REX A EL CR REX A EL CR AREA OF WORK RELOCATE EXISTING DEVICE R No. F LICENSE STATE D O A RCHITECT C AL IFORNIA STEPHE WHITE RENEWAL DATE C-34829 N 08/31/27 SHEET TITLE PROJECT FACILITY FAC NO: BLDG NO: FLOOR LEV: SECTION: KP PROJ. NO. PERMIT NO. 555 W. Fifth Street Suite 2950 | Los Angeles, CA 90013 USA ARCHITECT CONSULTANT ARCHITECT SEAL CONSULTANT SEAL KAISER FOUNDATION HOSPITALS NATIONAL FACILITIES SERVICES 1800 HARRISON STREET OAKLAND, CALIFORNIA 94612 ISSUE / REVISION LOG NO. ISSUED DATE 0 5' 5 0 ' GR A P H I C S C A L E S : 1 / 1 6 " = 1 ' - 0 " 0 25 ' 1/ 8 " = 1 ' - 0 " 5' 0 12 ' 1/ 4 " = 1 ' - 0 " 1' 0 6' 1/ 2 " = 1 ' - 0 " 1' 0 2' 1- 1 / 2 " = 1 ' - 0 " 0 1' 3" = 1 ' - 0 " IF T H I S S H E E T I S N O T 30 " x 4 2 " , I T I S A R E D U C E D PR I N T - S C A L E AC C O R D I N G L Y AGENCY APPLICATION NUMBER AGENCY APPROVAL STAMP THIS DOCUMENT IS THE PROPERTY OF THE OWNER AND IS NOT TO BE USED WITHOUT OWNER'S WRITTEN PERMISSION. HZ PROJ. NO. www.huitt-zollars.com Phone 310.820.4600 | Fax 310.207.4215 C: \ U s e r s \ l r o b i n s o n \ O n e D r i v e - H u i t t - Z o l l a r s , I n c \ D o cu m e n t s \ R 3 1 4 4 1 2 . 3 5 K P H B M K P O J _ A 2 4 _ l r o b i n s o n L 2 M D X . r vt 1 1 / 3 / 2 0 2 5 3 : 4 6 : 3 4 P M SOCC 2022 R HBM 1st Fl KPOJ REMODEL T6-01 SINGLE LINE DIAGRAM - SECURITY CA394-1 - CAP027721R314412.35 HARBOR/MacARTHUR MEDICAL OFF 3401 S. HARBOR BLVD. SANTA ANA, CALIFORNIA 92704 N/A(E) CENTRALIZED SYSTEM - SINGLE LINE DIAGRAM 01 CITY SUBMITTAL 11/03/2025 101125520, 20187249, 40140902 T T T T T STAIR 2 UP T T TRUE NORTH PLAN NORTH 1617 EXAM ROOM EXROM 1616 EXAM ROOM EXROM 1614 EXAM ROOM EXROM 1612A HALLWAY HALLW 1620 TESTING ROOM, AUDIO TRAUD 1619 TOILET, PATIENT TLPAT 1615 EXAM ROOM EXROM 1601 HALLW 1521 TOILET TLGEN 1635A ALCOVE, LINEN ALINS 1606 CORRIDOR CORRD 1625 H/C DRESS DRSSB 1626 DRESS DRSSB 1629 INTERVENTIONAL ULTRASOUND IUSND 1609 H/C TOILET TLGEN 1610 H/C TOILET TLGEN 1611 ULTRASOUND IUSND 1631 INTERVENTIONAL ULTRASOUND IUSND 1600 CORRIDOR COORD 1602 CORRIDOR CORRD 1630 TOILET 1624 INTERVENTIONAL ULTRASOUND IUSND 1613 MEDICATION PREPARATION ROOM MEDPR 1612C PROVIDER WORKSTATION WSPRO 1621 UTILITY, SOILED UTILS 1618 STORAGE, CLEAN SUPPLY SCLSU 1612B GENERAL, WORKSTATIONS WSGEN 1617-01 1616-01 1615-01 1614-01 1618-01 1613-01 1619-02 1619-01 1620-01 1612-01 1612-02 1624-01 1621-01 1601-01 1602-01 1704D OFFICE, GENERAL OGENL 1704B OFFICE, GENERAL OGENL 1708 EXAM ROOM EXROM 1702 SUB-WAITING WTAPT 1709 TLT STAFF TLSTF 1704C OFFICE, GENERAL OGENL 1704 TEAM, MEETING AREA TEAMA 1704A OFFICE, GENERAL OGENL 1704D-01 1704C-01 1704B-01 1704A-01 1704-01 1600-01 1600 CORRIDOR COORD SIGN TAG - SEE SIGNAGE SCHEDULE11C32-02 R No. F LICENSE STATE D O A RCHITECT C AL IFORNIA STEPHE WHITE RENEWAL DATE C-34829 N 08/31/27 SHEET TITLE PROJECT FACILITY FAC NO: BLDG NO: FLOOR LEV: SECTION: KP PROJ. NO. PERMIT NO. 555 W. Fifth Street Suite 2950 | Los Angeles, CA 90013 USA ARCHITECT CONSULTANT ARCHITECT SEAL CONSULTANT SEAL KAISER FOUNDATION HOSPITALS NATIONAL FACILITIES SERVICES 1800 HARRISON STREET OAKLAND, CALIFORNIA 94612 ISSUE / REVISION LOG NO. ISSUED DATE 0 5' 5 0 ' GR A P H I C S C A L E S : 1 / 1 6 " = 1 ' - 0 " 0 25 ' 1/ 8 " = 1 ' - 0 " 5' 0 12 ' 1/ 4 " = 1 ' - 0 " 1' 0 6' 1/ 2 " = 1 ' - 0 " 1' 0 2' 1- 1 / 2 " = 1 ' - 0 " 0 1' 3" = 1 ' - 0 " IF T H I S S H E E T I S N O T 30 " x 4 2 " , I T I S A R E D U C E D PR I N T - S C A L E AC C O R D I N G L Y AGENCY APPLICATION NUMBER AGENCY APPROVAL STAMP THIS DOCUMENT IS THE PROPERTY OF THE OWNER AND IS NOT TO BE USED WITHOUT OWNER'S WRITTEN PERMISSION. HZ PROJ. NO. www.huitt-zollars.com Phone 310.820.4600 | Fax 310.207.4215 C: \ U s e r s \ l r o b i n s o n \ O n e D r i v e - H u i t t - Z o l l a r s , I n c \ D o cu m e n t s \ R 3 1 4 4 1 2 . 3 5 K P H B M K P O J _ A 2 4 _ l r o b i n s o n L 2 M D X . r vt 1 1 / 3 / 2 0 2 5 3 : 4 6 : 3 9 P M SOCC 2022 R HBM 1st Fl KPOJ REMODEL SG1-11 PLAN - REMODEL ENLARGED 1ST FLR - SIGNAGE CA394-1 - CAP027721R314412.35 HARBOR/MacARTHUR MEDICAL OFF 3401 S. HARBOR BLVD. SANTA ANA, CALIFORNIA 92704 GENERAL NOTES LEGEND KEYPLAN TRUE NORTH PLAN NORTH NOT APPLICABLE SIGN TYPE SCHEDULE SIGN TYPE DESCRIPTION COMMENTS 1600-01 ID380- 12"x12" DEPARTMENT ENTRANCE 1601-01 ID380- 12"x12" DEPARTMENT ENTRANCE 1602-01 ID380- 12"x12" DEPARTMENT ENTRANCE 1612-01 INF405 - 6"x6" INFORMATIONAL SIGN 1612-02 DIR285 - 12"x12" WAYFINDING SIGN 1613-01 ID312 - 6"x6" ROOM IDENTIFICATION 1614-01 ID312 - 6"x6" ROOM IDENTIFICATION 1615-01 ID312 - 6"x6" ROOM IDENTIFICATION 1616-01 ID312 - 6"x6" ROOM IDENTIFICATION 1617-01 ID312 - 6"x6" ROOM IDENTIFICATION 1618-01 ID312 - 6"x6" ROOM IDENTIFICATION 1619-01 ID378 - 12" DIA. RESTROOM IDENTIFICATION 1619-02 ID332.12 - 9"x9" RESTROOM IDENTIFICATION 1620-01 ID312 - 6"x6" ROOM IDENTIFICATION 1621-01 ID312 - 6"x6" ROOM IDENTIFICATION 1624-01 ID312 - 6"x6" ROOM IDENTIFICATION 1704-01 DIR285 - 12"x12" WAYFINDING SIGN 1704A-01 ID321 - 6"X6" ROOM IDENTIFICATION 1704B-01 ID321 - 6"X6" ROOM IDENTIFICATION 1704C-01 ID321 - 6"X6" ROOM IDENTIFICATION 1704D-01 ID321 - 6"X6" ROOM IDENTIFICATION 1/4" = 1'-0"PLAN - REMODEL 1ST FLR - CLINICAL AREA - SIGNAGE 011/4" = 1'-0"PLAN - REMODEL 1ST FLR - PROVIDER ENCLAVE - SIGNAGE 16 TRUE NORTH PLAN NORTH CITY SUBMITTAL 11/03/2025 101125520, 20187249, 40140902 XXX 3/ 4 " 5 1 / 4 " 6" 5/8" HEIGHT, 1/4" STROKE -RAISED 1/32" NOTE: SEE ROOM NUMBER ON PLANS FOR "X" NUMBER DESIGNATOR SEE SIGNAGE PLAN FOR PLACEMENT CONTRACTED (GRADE 2) BRAILLE -RAISED 1/40" VIEWING WINDOW TO ALLOW FOR REPLACEMENT OF PROVIDER NAME. MOUNTING SURFACE SIGN IS 1/8" THICK ACRYLIC WITH SPRAY PAINTED FACE AND EDGES; FACE HAS DIGITALLY PRINTED COPY SIGN PANEL IS MOUNTED TO SURFACE WITH 1/16" THICK VHB TAPE RAISED COPY RAISED BRAILLE SIGN PANEL AND EDGES ARE SPRAY PAINTED; FACE HAS SURFACE APPLIED PAINTED ADA COMPLIANT RAISED COPY & GRADE2 TRANSLATION BRAILLE, ALL PANEL EDGES ARE FINISHED AND FLUSHED MOUNTING SURFACE SIGN PANEL IS MOUNTED TO SURFACE WITH 1/16" THICK VHB TAPE PRIMARY CARE ID314-5/8”CAP HEIGHT TYPE COLOR: GRAY 38 BACKGROUND COLOR: WHITE 37 MOUNTING: TYPE B 12 " 12" 130 SOILED UTILITY ID314-5/8”CAP HEIGHT TYPE COLOR: GRAY 38 BACKGROUND COLOR: WHITE 37 MOUNTING: TYPE B 6" 6" NOTE: SEE ROOM NUMBER ON PLANS FOR "X" NUMBER DESIGNATOR SEE SIGNAGE PLAN FOR PLACEMENT. X METAL FINISH AT TOP & COLOR AND FINISH TO MATCH EXITSTING DEPARTMENT SIGNAGE NOTE: IDENTIFY AND CONFIRM REQUIRED DEPARTMENT NAME AND NUMBER WITH OWNER Clinic130 B TYPICAL MOUNTING TACTILE/BRAILLE SIGN NEXT TO AN OUT SWINGING DOOR, U.N.O. TYPICAL MOUNTING TACTILE/BRAILLE SIGN NEXT TO AN IN SWINGING DOOR, U.N.O. A 3" TO T O P O F S I G N 61 " 9" TO T O P O F S I G N 61 " NOTE: FOR SINGLE DOOR POSITION ON LATCH SIDE OF DOOR NEAREST ADJACENT WALL AT 9” MINIMUM DISTANCE FROM THE CENTER OF THE RAISED CHARACTERS ON THE SIGN. C TYPICAL MOUNTING ON WALL 6"X6", 9"X9", 12"X12" SIGNS TO T O P O F S I G N 61 " D TYPICAL MOUNTING ON WALL ON DOOR 6" X 6", 9" X 9", 12" X 12" SIGNS, U.N.O. EQ.EQ. TO T O P O F S I G N 61 " D TYPICAL MOUNTING SIGN AT RESTROOM 3" TO T O P O F S I G N 61 " ON C E N T E R 60 " BUILDING AMENITIES SIGNAGE -ID325.2 EQ EQ 12" SIGN ON DOOR SIGN ON WALL ADJACENT TO DOOR 9" 9" RAISED TEXT W/ CONTRACTED GRADE 2 BRAILLE RAISED PICTOGRAMS WITHIN A MINIMUM 6" HIGH FIELD 1/4" THICK SIGN WITH 1/8" RADIUS CORNERS ON 1/4" THICK EQUILATERAL TRIANGLE PRINTED TEXT ALL GENDER ALL GENDER This Way Out DIR285 FONTS: FUTURA MEDIUM, FUTURA BOLD CONDENSED TYPE COLOR: GRAY 38 BACKGROUND COLOR: WHITE 39 METAL FINISHES: BRUSHED ALUMINUM MOUNTING: TYPE A 12 " 12" 1" 2 5 / 8 " Authorized Personnel Only ID314-5/8”CAP HEIGHT TYPEFACE: FUTURA MEDIUM TYPE COLOR: GRAY 38 BACKGROUND COLOR: WHITE 37 CORNERS: SQUARE MOUNTING: TYPE A 6" 6" NOTE: SEE ROOM NUMBER ON PLANS FOR "X" NUMBER DESIGNATOR SEE SIGNAGE PLAN FOR PLACEMENT. R No. F LICENSE STATE D O A RCHITECT C AL IFORNIA STEPHE WHITE RENEWAL DATE C-34829 N 08/31/27 SHEET TITLE PROJECT FACILITY FAC NO: BLDG NO: FLOOR LEV: SECTION: KP PROJ. NO. PERMIT NO. 555 W. Fifth Street Suite 2950 | Los Angeles, CA 90013 USA ARCHITECT CONSULTANT ARCHITECT SEAL CONSULTANT SEAL KAISER FOUNDATION HOSPITALS NATIONAL FACILITIES SERVICES 1800 HARRISON STREET OAKLAND, CALIFORNIA 94612 ISSUE / REVISION LOG NO. ISSUED DATE 0 5' 5 0 ' GR A P H I C S C A L E S : 1 / 1 6 " = 1 ' - 0 " 0 25 ' 1/ 8 " = 1 ' - 0 " 5' 0 12 ' 1/ 4 " = 1 ' - 0 " 1' 0 6' 1/ 2 " = 1 ' - 0 " 1' 0 2' 1- 1 / 2 " = 1 ' - 0 " 0 1' 3" = 1 ' - 0 " IF T H I S S H E E T I S N O T 30 " x 4 2 " , I T I S A R E D U C E D PR I N T - S C A L E AC C O R D I N G L Y AGENCY APPLICATION NUMBER AGENCY APPROVAL STAMP THIS DOCUMENT IS THE PROPERTY OF THE OWNER AND IS NOT TO BE USED WITHOUT OWNER'S WRITTEN PERMISSION. HZ PROJ. NO. www.huitt-zollars.com Phone 310.820.4600 | Fax 310.207.4215 C: \ U s e r s \ l r o b i n s o n \ O n e D r i v e - H u i t t - Z o l l a r s , I n c \ D o cu m e n t s \ R 3 1 4 4 1 2 . 3 5 K P H B M K P O J _ A 2 4 _ l r o b i n s o n L 2 M D X . r vt 1 1 / 3 / 2 0 2 5 3 : 4 6 : 4 0 P M SOCC 2022 R HBM 1st Fl KPOJ REMODEL SG5-01 DETAILS - SIGNAGE CA394-1 - CAP027721R314412.35 HARBOR/MacARTHUR MEDICAL OFF 3401 S. HARBOR BLVD. SANTA ANA, CALIFORNIA 92704 NTSID321 - SIGNAGE - OFFICE ROOM 03 NTSMOUNTING METHOD A 07NTSMOUNTING METHOD B 12 NTSID380 - DEPARTMENT SIGNAGE 05 NTSID312 - ROOM IDENTIFICATION 04 08NTSSIGNAGE BANNER NTSID378 & ID332.12 - RESTROOM SIGNS 14 01NTSTYPICAL SIGNAGE MOUNTING HEIGHT NTSDIR285 - DIRECTIONAL SIGNAGE 02 NTSINF405 - INFORMATIONAL SIGNAGE 09 CITY SUBMITTAL 11/03/2025 101125520, 20187249, 40140902 PLAN OR DETAIL NUMBER PLAN OR DETAIL NAME PLAN OR DETAIL SCALE DETAIL REFERRED TO BY SECTION CUT SHEET DETAIL IS LOCATED ON NAME 1 VIEW NAME 1/8" = 1'-0" 1 M101 1 4 3 2 SIMSIM INDICATES SIMILAR DETAIL REFERENCED IN MULTIPLE LOCATIONS LEVEL NAME 10'-0"HEIGHT ABOVE PROJECT 0'-0" 1 INDICATES NOTE USED TO DESCRIBE ADDITIONAL INFORMATION ABOUT WORK REQUIRED, SPECIFIC TO THE SHEET AND/OR DETAIL NO R HT INDICATES DIRECTION OF TRUE NORTH VIEW KEY LINE TYPE AND TAG KEY: NEW WORK BY THIS CONTRACTOR (WIDE LINE) NEW EXISTING TO BE REMOVED (SHORT DASHED PATTERN) EXISTING TO REMAIN OR WORK BY OTHERS (NARROW LINE) EXISTING EXISTING TO BE REMOVED BY OTHERS (SHORT DASHED PATTERN) HALFTONING DOES NOT MODIFY SCOPE. 'TAG'-(E)TAGS WITH DASH 'E' INDICATES THE REFERENCED OBJECT IS EXISTING 'TAG'-(R)TAGS WITH DASH 'R' INDICATES THE REFERENCED OBJECT IS EXISTING TO BE REMOVED TAG UNDERLINED TAG INDICATES OBJECT IS IN-SCOPE. IF NEW, ADDITIONAL INFORMATION IS AVAILABLE IN A SCHEDULE, MATERIAL LIST, OR SYMBOL LIST INDICATES AN EXISTING SYSTEM'S POINT OF CONNECTION/REMOVAL T101 48 " M A X . 20" MAX. 44 " M A X . 20"-25" MAX. 48 " M A X . 15 " M I N . 48 " M A X . 46 " M A X . 10" MAX.10"-24" MAX. ADA GUIDELINES -FRONT ACCESS ADA STANDARDS FOR ACCESSIBLE DESIGN INSTALL ABOVE COUNTER DEVICE AT 44" ABOVE FINISHED FLOOR. INSTALL ABOVE COUNTER DEVICE AT 40" ABOVE FINISHED FLOOR. INSTALL DEVICE AT 18" ABOVE FINISHED FLOOR. ADA GUIDELINES -SIDE ACCESS INSTALL DEVICE AT 44" ABOVE FINISHED FLOOR. INSTALL DEVICE AT 42" ABOVE FINISHED FLOOR. BRANCH CIRCUITS: LIGHTING, RECEPTACLES, CONTROLS, ETC. CONTROLS (LIGHTING, POWER, BUILDING AUTOMATION, ETC.) INTERIOR LOCATIONS WITH FINISHED CEILING AND WALLS: CONCEALED IN WALLS AND ABOVE FINISHED CEILINGS CONDUIT INSTALLATION SCHEDULE THE FOLLOWING SCHEDULE SHALL BE ADHERED TO UNLESS THEY CONSTITUTE A VIOLATION OF APPLICABLE CODES OR ARE NOTED OTHERWISE ON THE DRAWINGS. THE INSTALLATION OF RMC CONDUIT WILL BE PERMITTED IN PLACE OF ALL CONDUIT SPECIFIED IN THIS SCHEDULE. REFER TO CONDUIT AND BOXES SPECIFICATION 26 05 33 FOR ADDITIONAL INFORMATION. REFER TO E6-00 FOR SPECIFIC PERMITTED HC RATED AC CABLE INSTALLATION. INSTALLATION TYPE EMT X X X INTERIOR LOCATIONS WITHOUT FINISHED CEILINGS: CONCEALED IN WALL, EXPOSED ABOVE CEILINGS EXISTING INTERIOR LOCATIONS WITH FINISHED CEILINGS AND WALLS: CONCEALED IN WALLS AND ABOVE FINISHED CEILINGS UNLESS OTHERWISE NOTED X X HC RATED AC X X MECHANICAL CONTRACTORM.C. ELECTRICAL CONTRACTORE.C. CONTRACTOR ABBREVIATION KEY ABBR:DESCRIPTION: SW-1P 26 09 33 SWITCH -SINGLE POLE OC SW-OC-D OCCUPANCY SENSOR -DUAL TECHNOLOGYD26 09 33 SW-D-LED DIMMER -LEDD26 09 33 JB 26 05 33 JUNCTION BOX J J ECONN 26 05 33 ELECTRICAL CONNECTION E E PANEL '###'26 24 16 PANELBOARD -SURFACE MOUNT MX-#/MS-# /CB-#/CS-# 26 24 19 MANUAL SWITCH / STARTER / COMBINATION STARTER/ CIRCUIT BREAKER. REFER TO DISC/STA SCHEDULE ELECTRICAL SYMBOL LIST SYMBOL:TAG:SPEC SECTION:DESCRIPTION: SW-OD DIMMER -WALL DIMMER OCCUPANCY SENSORO26 09 33 LINEAR LUMINAIRES TROFFER DOWNLIGHT LUMINAIRE SINGLE FACE EXIT SIGN DOUBLE FACE EXIT SIGN REC-DUP 26 27 26 DUPLEX RECEPTACLE, 125V REC-DUP-GFI 26 27 26 DUPLEX GFI RECEPTACLE, 125V REC-QUAD 26 27 26 QUAD RECEPTACLE, 125V REC-QUAD-GFI 26 27 26 QUAD GFI RECEPTACLE, 125V REFER TO LUMINAIRE SCHEDULE S PAGING SPEAKER, CEILING MOUNT D NURSE CALL DOME LIGHT, WALL MOUNT N NURSE CALL STATION -WALL MOUNT D NURSE CALL DOME LIGHT, CEILING MOUNT RI RI / CR PAGING SYSTEM VOLUME CONTROL -WALL MOUNT REQUEST TO EXIT DEVICE -CEILING MOUNT TECHNOLOGY SYSTEM ROUGH-IN TECHNOLOGY SYSTEM ROUGH-IN; CARD READER SW-OC-P-O SWITCH -OCCUPANCY SENSOR WALL SWITCHO26 09 33 NT NURSE CALL PULL CORD STATION WIRELESS ACCESS POINTWAP X NURSE CALL ANNUNCIATOR / MASTER -WALL MOUNT NCM CCTV CAMERA -CEILING MOUNT RI-TECH 26 05 33 RI-TECH-CR 26 05 33 V PANEL '###'26 24 16 PANELBOARD -RECESSED MOUNT SW-D-LED DIMMER -LED -3-WAY326 09 33 OC SW-OC-D OCCUPANCY SENSOR -DUAL TECHNOLOGY - 2-POLED/ab 26 09 33 TR #26 24 19 TRANSFORMER ELECTRICAL ABBREVIATION KEY AFF ABOVE FINISHED FLOOR NIC NOT IN CONTRACT ABBR:DESCRIPTION: TYP TYPICAL C CONDUIT UON UNLESS OTHERWISE NOTED GFI GROUND FAULT INTERRUPTER NORMAL BRANCH LUMINAIRE EMERGENCY LUMINAIRE LUMINAIRE SYMBOL KEY SYMBOL:DESCRIPTION: 1. THE ELECTRICAL LIGHTING DRAWINGS INDICATE EXISTING ELECTRICAL ITEMS TO BE REMOVED. THE DRAWINGS ARE INTENDED TO INDICATE THE SCOPE OF WORK REQUIRED AND DO NOT INDICATE EVERY BOX, CONDUIT, OR WIRE THAT MUST BE REMOVED. THE CONTRACTOR SHALL VISIT THE SITE PRIOR TO SUBMITTING A BID AND VERIFY EXISTING CONDITIONS. 2. EQUIPMENT REMOVAL IN CERTAIN LOCATIONS MAY REQUIRE THE INSTALLATION OF A JUNCTION BOX TO RECONNECT CIRCUITS THAT REMAIN IN OPERATION. EXTEND CONDUIT AND WIRING AS REQUIRED TO MAINTAIN POWER TO REMAINING EQUIPMENT. 3. BALLASTS MANUFACTURED PRIOR TO 1980 CONTAIN PCBs AND SHALL BE DISPOSED OF BY A FEDERAL OR STATE E.P.A. APPROVED METHOD AND IN ACCORDANCE WITH SPECIFICATIONS. 4. HID AND FLUORESCENT LAMPS CONTAIN MERCURY AND SHALL BE DISPOSED OF BY A FEDERAL OR STATE E.P.A. APPROVED METHOD AND IN ACCORDANCE WITH SPECIFICATIONS. 5. REUSE EXISTING CONDUIT, CIRCUITS AND LIGHTING CONTROL WHERE POSSIBLE. PROVIDE NEW CONDUIT AND WIRE WHERE SHOWN, MISSING OR REQUIRED TO INSTALL THE NEW LIGHT FIXTURES. 6. VERIFY MANUFACTURERS INSTALLATION GUIDELINES WITH EXISTING FIELD CONDITIONS PRIOR TO BIDDING AND ORDERING NEW LIGHT FIXTURES AND INSTALLATION MATERIAL. 7. MATCH EXISTING PAINTED SURFACES. WHERE REPLACED LUMINAIRE DOES NOT FULLY COVER EXISTING JUNCTION BOX OR PAINTED SURFACE. PROVIDE CUSTOM BACK PLATE WHERE NECESSARY TO COVER ANY FIELD CONDITIONS THAT WOULD ALLOW INTRUSION OF WATER AND CAULK WHERE NECESSARY. ELECTRICAL LIGHTING DEMOLITION NOTES: 1. ALL LUMINAIRES SHOWN TO BE DEMOLISHED SHALL BE DISPOSED OF IF NOT REQUIRED BY OWNER FOR ATTIC STOCK. CONFIRM WITH OWNER PRIOR TO DISPOSAL IF THE LAMPS, LENS OR SUBSET OF LUMINAIRES SHOULD BE TURNED OVER FOR ATTIC STOCK. 2. REMOVE EXISTING LUMINAIRES AND WALL SWITCHES WHERE SHOWN. LOCATE AND IDENTIFY ELECTRICAL CIRCUIT SERVING REMOVED LUMINAIRES FOR REUSE WITH NEW DEVICES. 3. WHERE WALL SWITCH DEVICE IS REMOVED AND NOT REPLACED. PROVIDE WITH BLANK SWITCH PLATE. 4. PROVIDE (1) UNSWITCHED LEG FROM PANEL SERVING THE EMERGENCY FIXTURES TO THE SENSOR LEG SERVING THE NEW BATTERY BACK UP IN NEW LUMINAIRES. 5. CONNECT NEW LUMINAIRES TO CIRCUIT THAT SERVED PREVIOUSLY REMOVED LUMINAIRE USING 2#12 &1#12 GND IN 3/4" C. EXTEND CONDUIT AND CONDUCTORS AS REQUIRED TO MAKE CONNECTION. CONDUIT IN GOOD CONDITION SHALL BE REUSED IN PLACE. 6. NEW OCCUPANCY SENSORS TO BE INSTALLED IN A MANUAL ON/AUTO OFF' CONFIGURATION. 7. COORDINATE LOCATIONS OF NEW LUMINAIRES WITH EXISTING DUCT, PIPING, STRUCTURAL AND CEILING MOUNTED DEVICES. ELECTRICAL LIGHTING REMODEL NOTES: 2022 CALIFORNIA BUILDING STANDARDS ADMINISTRATIVE CODE CALIFORNIA CODE OF REGULATIONS (CCR) TITLE 24, PART 1 2022 CALIFORNIA BUILDING CODE (CBC) CALIFORNIA CODE OF REGULATIONS (CALIFORNIA CODE OF REGULATIONS (CCR) TITLE 24, PART 2) TITLE 24, PART 2 ( 2021 INTERNATIONAL BUILDING CODE (IBC) W/ 2022 CALIFORNIA AMENDMENTS) 2022 CALIFORNIA ELECTRICAL CODE (CEC) CALIFORNIA CODE OF REGULATIONS (CCR) TITLE 24, PART 3 ( 2020 NATIONAL ELECTRICAL CODE (NEC) W/ 2022 CALIFORNIA AMENDMENTS) 2022 CALIFORNIA ENERGY CODE CALIFORNIA CODE OF REGULATIONS (CCR) TITLE 24, PART 6 2022 CALIFORNIA FIRE CODE (CFC) CALIFORNIA CODES OF REGULATIONS (CRR) TITLE 24, PART 9 ( 2021 INTERNATIONAL FIRE CODE (IFC) W/ 2022 CALIFORNIA AMENDMENTS) 2022 CALIFORNIA EXISTING BUILDING CODE CALIFORNIA CODE OF REGULATIONS (CCR) TITLE 24, PART 10 ( 2021 INTERNATIONAL EXISTING BUILDING CODE (IEBC)) 2022 CALIFORNIA REFERENCES STANDARDS CODE CALIFORNIA DOE OF REGULATIONS (CCR) TITLE 24, PART 12 AMERICANS WITH DISABILITIES ACT (ADA) TITLE II -ACCESSIBILITY GUIDELINES FOR BUILDINGS AND FACILITIES (ADAG) 1990 STATE FIRE MARSHAL REGULATIONS AND AMENDMENTS TO-DATE CALIFORNIA CODE OF REGULATIONS (CCR) TITLE 24, CALIFORNIA STATE ACCESSIBILITY STANDARDS CALIFORNIA CODE OF REGULATIONS (CCR) TITLE 19 2022 CALIFORNIA GREEN BUILDING STANDARDS CODE (CAL GREEN), PART II, TITLE 24 C.C.R NFPA 72 NATIONAL FIRE ALARM AND SIGNALING CODE [2016] EDITION (CA AMENDED) APPLICABLE CODES AND STANDARDS: ELECTRICAL GENERAL NOTES: LUMINAIRE F1 = FIXTURE TAG X-1 = PANEL AND CIRCUIT NUMBER a = SWITH DESIGNATION *IF LABEL IS ORIENTED HORIZONTALLY A SLASH WILL SEPARATE THIS INFORMATION. EX: F1/X-1/a DEVICE X-1 = PANEL AND CIRCUIT NUMBER. *IF LABEL IS ORIENTED HORIZONTALLY A SLASH WILL SEPARATE THIS INFORMATION. EX: X-1 / 1 LUMINAIRE KEY: DEVICE KEY: ELECTRICAL RENOVATION NOTES: 1. EXISTING CONDITIONS ARE SHOWN BASED ON INFORMATION OBTAINED FROM FIELD SURVEYS, EXISTING BUILDING DOCUMENTS, AND STAFF. VERIFY EXISTING CONDITIONS AND REPORT ANY CONFLICTS BEFORE PROCEEDING. 2. NOT ALL EXISTING EQUIPMENT, LUMINAIRES, AND CONDUIT ARE SHOWN. VERIFY EXISTING CONDITIONS AND REPORT ANY CONFLICTS WITH NEW WORK BEFORE STARTING WORK. THESE NOTES APPLY TO ALL ELECTRICAL SHEETS AND TRADES, INCLUDING BUT NOT LIMITED TO, LIGHTING, POWER, AND SYSTEMS. ELECTRICAL PHASING NOTES: THESE NOTES APPLY TO ALL ELECTRICAL SHEETS AND TRADES, INCLUDING BUT NOT LIMITED TO, LIGHTING, POWER, AND SYSTEMS. 1. REFER TO ARCHITECTURAL DRAWINGS FOR GENERAL DESCRIPTION OF PHASES. ELECTRICAL DRAWINGS DEPICT THE INTENT OF THE FINAL DESIGN. THE ELECTRICAL DRAWINGS DO NOT DEPICT THE MEANS AND METHODS TO MEET THE REQUIREMENTS OF THE PHASING CRITERIA. 2. REVIEW PROJECT PHASING PLANS TO COORDINATE DEMOLITION WORK, OUTAGES, ETC. WITH AFFECTED ADJACENT AREAS. 3. PROVIDE TEMPORARY LIGHTING, POWER, SYSTEMS, ETC. AS NEEDED TO MAINTAIN SERVICE TO ALL AREAS DURING ALL PHASES OF PROJECT. 4. INSTALL TEMPORARY LIGHTING, CIRCUITS, ETC. AS NECESSARY TO KEEP ALL OCCUPIED SPACES OPERATIONAL THROUGHOUT ALL PHASES OF THE PROJECT 5. PHASE DEMOLITION WORK TO MINIMIZE DOWNTIME. ELECTRICAL INSTALLATION NOTES: 1. THE COMPLETE INSTALLATION SHALL BE IN ACCORDANCE WITH THE ADA STANDARDS FOR ACCESSIBLE DESIGN. REFER TO THE ADA GUIDELINES FOR ALL CONFIGURATION DETAILS ON THIS PAGE FOR ADDITIONAL INFORMATION. 2. CIRCUIT NUMBERS ARE SHOWN FOR CIRCUIT IDENTIFICATION. CIRCUITING SHALL AGREE WITH NUMBERING ON THE PANEL PROVIDED. COMMON NEUTRALS MAY NOT BE USED FOR BRANCH CIRCUITS. BALANCE THE LOAD ON PANEL AS EVENLY AS POSSIBLE BETWEEN EACH PHASE. 3. EMERGENCY BRANCH WIRING FOR FEEDERS AND BRANCH CIRCUITS SHALL BE ROUTED IN SEPARATE RACEWAY, JUNCTION BOXES, PULL BOXES, AND CABINETS. WIRING FOR EACH BRANCH SHALL BE INDEPENDENT FROM OTHER BRANCHES, INCLUDING THE NORMAL BRANCH. 4. FLUSH MOUNT ALL LIGHTING CONTROL DEVICES AT +42" FROM FLOOR (CENTERLINE DIMENSION), EXCEPT WHERE OTHERWISE NOTED. DEVICES MAY BE SURFACE MOUNTED WHEN CONDUIT IS SPECIFIED EXPOSED. 5. FLUSH MOUNT ALL DUPLEX RECEPTACLES AND TECHNOLOGY OUTLETS AT +18" FROM FLOOR (CENTERLINE DIMENSION), EXCEPT WHERE OTHERWISE NOTED. RECEPTACLES AND OUTLETS MAY BE SURFACE MOUNTED WHEN CONDUIT IS SPECIFIED EXPOSED.MOUNT EXTERIOR LOCATED RECEPTACLES WITH WHILE-IN-USE COVERS AT +20" FROM FINISHED GRADE (CENTER DIMENSIONS) TO MAINTAIN INSTALLATION ADA COMPLIANCE. 6. ALL MATERIALS USED TO SEAL PENETRATIONS OF FIRE RATED WALLS AND FLOORS SHALL BE TESTED AND CERTIFIED AS A SYSTEM PER ASTM E814 STANDARDS FOR FIRE TESTS OF THROUGH-PENETRATION FIRESTOPS. REFER TO 03/A5-01 FOR ADDITIONAL INFORMATION AND REQUIREMENTS SPECIFIC TO FIRESTOPPING. 7. CONNECTION FOR ELECTRIC WATER COOLERS (EWC) SHALL BE A JUNCTION BOX CONCEALED BEHIND WATER COOLER ACCESS PLATE OR BE A GFI RECEPTACLE LOCATED DIRECTLY BELOW AND CENTERED ON EWC. CONTRACTOR SHALL VERIFY TYPE OF EWC TO BE INSTALLED. 8. MOUNT ALL FIRE ALARM PULL STATIONS AT +42" FROM FLOOR (CENTERLINE DIMENSION) EXCEPT WHERE OTHERWISE NOTED. 9. INSTALL ALL WALL MOUNTED FIRE ALARM NOTIFICATION DEVICES AT 90" ABOVE FINISHED FLOOR OR 6" BELOW THE CEILING, WHICHEVER IS LOWER, EXCEPT WHERE OTHERWISE NOTED. HEIGHT SHALL BE MEASURED TO THE TOP OF THE DEVICE. 10. CONTRACTOR SHALL COORDINATE THE LOCATION OF ALL CEILING MOUNTED DEVICES AND EQUIPMENT WITH LUMINAIRES, SPRINKLER, AND CEILING DIFFUSERS. CENTER ALL DEVICES IN CEILING TILE PATTERN. SMOKE DETECTORS AND OCCUPANCY/VACANCY SENSORS SHALL BE LOCATED NO CLOSER THAN 3 FEET TO AN AIR SUPPLY DIFFUSER OR RETURN GRILLE. 11. CONTRACTOR SHALL VERIFY ALL FURNITURE, MODULAR FURNITURE, AND EQUIPMENT LOCATIONS WITH ARCHITECTURAL PLANS, ELEVATIONS, AND REVIEWED SHOP DRAWINGS. PRIOR TO MAKING THE ACTUAL ELECTRICAL INSTALLATION, THIS CONTRACTOR SHALL ADJUST RECEPTACLES, OUTLETS, OR CONNECTION LOCATIONS TO ACCOMMODATE FURNITURE AND/OR EQUIPMENT. 12. ELECTRICAL AND TECHNOLOGY EQUIPMENT SHALL BE MOUNTED TO AVOID IMPEDANCE OF, OPERATION OF, AND/OR ACCESS TO ELECTRICAL AND MECHANICAL EQUIPMENT. ALL MOUNTING OF ELECTRICAL AND TELECOMMUNICATIONS EQUIPMENT, ON EQUIPMENT SUPPLIED BY ANOTHER CONTRACTOR, SHALL BE APPROVED IN ADVANCE BY THE OTHER CONTRACTOR. 13. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL OPENINGS REQUIRED IN WALLS. ALL OPENINGS SHALL BE REPAIRED TO MATCH EXISTING BY A QUALIFIED CONTRACTOR AT THE EXPENSE OF THIS CONTRACTOR. ALL CONDUITS THROUGH WALLS SHALL BE GROUTED OR SEALED INTO OPENINGS. 14. ALL WELDING SHALL BE ACCORDING TO AMERICAN WELDING SOCIETY STANDARDS. CONTRACTOR SHALL FURNISH TO THE ARCHITECT/ENGINEER CERTIFICATES QUALIFYING EACH WELDER, PRIOR TO START OF WORK. THE ARCHITECT/ENGINEER RESERVES THE RIGHT TO REQUIRE QUALIFYING DEMONSTRATION, AT THE CONTRACTOR'S EXPENSE, OF ANY WELDERS ASSIGNED TO THE JOB. 15. EACH CONTRACTOR IS RESPONSIBLE FOR DAMAGE CAUSED BY THEIR ACTIONS TO THE WALLS, FLOORS, CEILINGS, AND ROOFS. THE CONTRACTOR WHOSE WORK CAUSES DAMAGE IS RESPONSIBLE FOR PATCHING TO MATCH ORIGINAL CONSTRUCTION, FIRE RATING, AND FINISH. 16. REFER TO ARCHITECTURAL REFLECTED CEILING PLAN, ELECTRICAL, TECHNOLOGY AUDIO/VISUAL, AND OTHER ELECTRICAL PLANS FOR EXACT LOCATIONS OF ALL CEILING MOUNTED DEVICES, OTHER THAN SPRINKLERS. 17. ELECTRICAL IDENTIFICATION. REFER TO SPECIFICATION SECTION 26 05 53 FOR COLOR/LABEL REQUIREMENTS FOR CONDUIT, BOX, CABLE/W IRE, AND EQUIPMENT. 1. THE DEVICES SHOWN ON THE DRAWINGS CONSIDERED AS GENERAL COORDINATION PURPOSE ONLY. 2. THE FIRE ALARM SYSTEM DRAWINGS SHALL BE PROVIDED BY THE FIRE ALARM CONTRACTOR UNDER A DEFERRED APPROVAL PROCESS. 3. FIRE ALARM SHOP DRAWINGS SHALL BE SUBMITTED TO THE CITY OF SANTA ANA AND THE EEOR FOR APPROVAL WITHIN 14 CALENDAR DAYS AFTER NOTICE TO PROCEED. THE FIRE ALARM SHOP DRAWINGS SHALL CONTAIN THE FOLLOWING REQUIREMENTS 4. THE WORK SHALL NOT BE STARTED UNTIL THE DETAILED DRAWINGS, SPECIFICATIONS AND ENGINEERING CALCULATIONS HAVE BEEN ACCEPTED AND APPROVED BY THE CITY OF SANTA ANA AND THE EEOR. CONTRACTOR SHALL PROVIDE APPROVED COPY TO THE OWNER REPRESENTATIVE. FIRE ALARM DEFERRED APPROVAL NOTES: a. INDICATE WHAT TYPE OF SYSTEM IS BEING PROVIDED. PROVIDE CATALOG DATA, CSFM LISTING NUMBER AND MODEL NUMBER FOR EVERY FIRE ALARM SYSTEM COMPONENT. b. PROVIDE SINGLE LINE, RISER AND POINT-TO POINT WIRING DIAGRAMS. c. AN EMERGENCY WARNING SYSTEM WITH VIRTUAL STROBE DEVICES IS REQUIRED FOR THE HEARING IMPAIRED. d. INDICATE THE CONDUIT SIZES, QUANTITY AND TYPE CONDUCTORS AND WHETHER THE SYSTEM IS POWER LIMITED OR NON-POWER LIMITED. e. PROVIDE BATTERY CALCULATIONS FOR THE ENTIRE SYSTEM (24 HOUR STANDBY, 5 MINUTE ALARM). f. PROVIDE FLOOR PLANS SHOWING LOCATIONS OF ALL FIRE ALARM EQUIPMENT. INTERCONNECT WIRING, REMOTE POWER SUPPLIERS AND ANNUNCIATOR. g. INDICATE WHETHER THE SYSTEM IS INDEPENDENT OR INTERCONNECTED TO THE EXISTING FIRE ALARM SYSTEM. h. PROVIDE VOLTAGE DROP CALCULATIONS FOR THE LONGEST RUN AND THE CIRCUITS WITH THE LARGEST LOAD REQUIRED FOR BOTH INITIATION AND SIGNAL CIRCUITS. ELECTRICAL SYMBOL LIST SYMBOL:DESCRIPTION: S #FIRE ALARM SMOKE DETECTOR, CEILING MOUNT BLANK -PHOTOELECTRIC FIRE ALARM MANUAL PULL STATIONF FIRE ALARM VISUAL ALARM DEVICE, CEILING OR WALL MOUNT CD = CANDELA RATING SELECTED BY NICET DESIGNER FF COMBINATION AUDIO HORN AND VISUAL ALARM DEVICE WALL MOUNTED CD = CANDELA RATING SELECTED BY NICET DESIGNER FIRE ALARM REMOTE INDICATORRI TE OLIRFFOAC LANRP E 23191 STA ER REGIST ED INA N REENIGE FO OISSE E AICLCERTL Exp. 06/30/26 MIRASOPHOCLISGEORGY IMEG CORP. RESERVES PROPRIETARY RIGHTS, INCLUDING COPYRIGHTS, TO THIS DRAWING AND THE DATA SHOWN THEREON. SAID DRAWING AND/OR DATA ARE THE EXCLUSIVE PROPERTY OF IMEG CORP. AND SHALL NOT BE USED OR REPRODUCED FOR ANY OTHER PROJECT WITHOUT THE EXPRESS WRITTEN APPROVAL AND PARTICIPATION OF IMEG CORP. ©2022 IMEG CORP. REF. SCALE IN INCHES 0 1 2 3 The FUTURE. Built Smarter www.imegcorp.com R SHEET TITLE PROJECT FACILITY FAC NO: BLDG NO:FLOOR LEV:SECTION: KP PROJ. NO. PERMIT NO. 555 W. 5th St Suite 2950 | Los Angeles, CA 90013 USA Phone 310.820.4600 | Fax 310.207.4215 www.huitt-zollars.com ARCHITECT CONSULTANT ARCHITECT SEAL CONSULTANT SEAL KAISER FOUNDATION HOSPITALS NATIONAL FACILITIES SERVICES 1800 HARRISON STREET OAKLAND, CALIFORNIA 94612 ISSUE / REVISION LOG NO.ISSUED DATE 0 5' 50 ' GR A P H I C S C A L E S : 1/ 1 6 " = 1 ' - 0 " 0 25 ' 1/ 8 " = 1 ' - 0 " 5' 0 12 ' 1/ 4 " = 1 ' - 0 " 1' 0 6' 1/ 2 " = 1 ' - 0 " 1' 0 2' 1- 1 / 2 " = 1 ' - 0 " 0 1' 3" = 1 ' - 0 " IF T H I S S H E E T I S N O T 30 " x 4 2 " , I T I S A R E D U C E D PR I N T - S C A L E AC C O R D I N G L Y AGENCY APPLICATION NUMBER AGENCY APPROVAL STAMP THIS DOCUMENT IS THE PROPERTY OF THE OWNER AND IS NOT TO BE USED WITHOUT OWNER'S WRITTEN PERMISSION. HZ PROJ. NO. 222 S. HARBOR BOULEVARD, SUITE 800 I ANAHEIM, CA 92805 PH: 714.490.5555 I FAX: 714.490.5560 IMEG PROJ. NO.: 22008618.00 PROJECT #22008618.00 SOCC 2022 R HBM 1st Fl KPOJ REMODEL E0-01 ELECTRICAL COVERSHEET CA394-1 CAP0227721R314412.35 HARBOR/MacARTHUR MEDICAL OFF 3401 S. HARBOR BLVD. SANTA ANA, CALIFORNIA 92704 REFER TO SPECIFICATION SECTIONS LED LIGHTING 26 51 19 FOR ADDITIONAL INFORMATION AND REQUIREMENTS. INTERIOR CORRELATED COLOR TEMPERATURE 3500K, COLOR RENDERING INDEX (CRI) AT OR ABOVE 80, UNLESS NOTED OTHERWISE. CATALOG NUMBER SHALL NOT BE CONSIDERED COMPLETE AND MATERIAL SHALL NOT BE ORDERED BY MANUFACTURER AND CATALOG NUMBER ONLY. THE COMPLETE DESCRIPTION AND THE SPECIFICATION SHALL BE COORDINATED WITH THE CATALOG NUMBER TO DETERMINE THE EXACT MATERIAL AND ACCESSORIES TO BE ORDERED. THE FIRST MANUFACTURER LISTED IS THE BASIS OF DESIGN. VERIFY AND COORDINATE ALL CEILING TYPES WITH LUMINAIRE MOUNTING AND TRIM REQUIREMENTS PRIOR TO THE RELEASE OF THE LUMINAIRE ORDER. CONFIRM ALL COLORS AND FINISHES OF ALL LUMINAIRE COMPONENTS WITH ARCHITECT AND INTERIOR DESIGNER PRIOR TO THE RELEASE OF THE LUMINAIRE ORDER. UNLESS INDICATED ON LIGHTING PLANS OR BELOW, REFER TO ARCHITECTURAL AND INTERIOR DESIGN ELEVATIONS, SECTIONS AND DETAILS FOR ALL SUSPENDED AND WALL MOUNTED LUMINAIRE MOUNTING HEIGHTS. UC - UNDER CABINET RE - RECESSED O - OTHER (SEE DESCRIPTION) 0-10V - 0-10V DIMMING CL - CEILING SURFACE K - KSH12 .125" ACRYLIC LED - LIGHT EMITTING DIODE FIX - FIXTURE, FT - FOOT, LAMP (TYPE) DRIVER: (MTG) MOUNTING: (L/L) LENS/LOUVER: (WATT) PER: (TYPE) LED LED LUMINAIRE SCHEDULE ITEM DESCRIPTION L/L MTG DIMENSIONS WATT LED DRIVER MANUFACTURER AND MODELL W H DIA. ANSI WATTS PER TYPE DELIVERED LUMENS (MIN)VOLTS TYPE A 2X4 CENTER BASKET, INDIRECT-DIRECT TROFFER, HIGH PERFORMANCE DIFFUSER. O RE 4'-0" 2'-0" 4 1/2" 57 W FIX LED 7200 LM 277 V 0-10 V MARK LIGHTING; WHSR-2X4-90CRI-35K-7200LM-MIN 10-MVOLT-SWC-E10WLCP (where shown) A1 2X4 CENTER BASKET, INDIRECT-DIRECT TROFFER, HIGH PERFORMANCE DIFFUSER. O RE 4'-0" 2'-0" 4 1/2" 37 W FIX LED 4800 LM 277 V 0-10 V MARK LIGHTING; WHSPR-2x4-90CRI-35K-4800LM-MI N10-MVOLT-SWC-ZT A1E 2X4 CENTER BASKET, INDIRECT-DIRECT TROFFER, HIGH PERFORMANCE DIFFUSER. PROVIDED WITH 90-MIN BATTERY PACK. O RE 4'-0" 2'-0" 4 1/2" 37 W FIX LED 4800 LM 277 V 0-10 V MARK LIGHTING; WHSPR-2x4-90CRI-35K-4800LM-MI N10-MVOLT-SWC-E10WLCP-ZT A2 2X4 TROFFER K RE 4'-0" 2'-0" 3 1/4" 29 W FIX LED 3922 LM 277 V 0-10 V LITHONIA LIGHTING 2GTL-4-40L-A12125-EZ1-LP835 A3 2X4 TROFFER K RE 4'-0" 2'-0" 3 1/4" 35 W FIX LED 4777 LM 277 V 0-10 V LITHONIA LIGHTING 2GTL-4-48L-A12125-EZ1-LP835 B OPEN DOWNLIGHT O RE 7 1/2" 6" 10 W FIX LED 1000 LM 277 V 0-10V GOTHAM LIGHTING EVO6-35/10-AR-LSS-MD-MVOLT-EZ 10 D ARCHITECTURAL LINEAR INDIRECT O WL 6'-0" 1 1/2" 2 5/16"32 W FIX LED 5190 LM 277 V 0-10 V MARK LIGHTING; S1LWI-LLP-6FT-MSL6-I90CRI-I35K-1 800LMF-MIN1-TGLD-MVOLT-WHTT- ZT EX SINGLE FACE EXIT SIGN - CEILING MOUNTE GREEN LETTERS PROVIDED WITH 90-MIN BATTERY PACK O CL 1'-1" 1'-0 3/4" 9 7/16" 4 W FIX LED 277 V LITHONIA LIGHTING LE-S-1-G-ELN NOTES: 1. {L##} DENOTES THE LIGHTING SEQUENCE OF OPERATIONS FOR THIS SPACE. 2. [#B] PUSH BUTTON REFERS TO SCENE QUANTITY. CONTROL STATION SHALL BE CAPABLE OF [RAISE/LOWER AND] SWITCHING ON/OFF FOR MULTIPLE SCENES AS INDICATED ON SHEETS AND THE LIGHTING SEQUENCE OF OPERATIONS {L##}. COORDINATE QUANTITIES OF BUTTONS FOR CONTROL STATIONS WITH LIGHTING CONTROL MANUFACTURER. 3. [Z#] DENOTES LIGHTING CONTROL ZONE. PROVIDE SEPARATE CONTROL OF EACH CONTROLLED ZONE. LUMINAIRES ASSOCIATED WITH THE SAME ZONE SHALL OPERATE TOGETHER WITHIN THE SAME PROGRAMMED SCENE. 4. a = SWITCH DESIGNATION FOR LIGHTING CONTROL 5. VERIFY AND COORDINATE ALL TIME CLOCK SETTINGS WITH OWNER PRIOR TO FINAL PROGRAMMING. 6. VERIFY AND COORDINATE ALL PUSH BUTTON WALL DEVICES AND QUANTITIES OF INDIVIDUAL BUTTONS WITH SCENES AND ZONES PER LOCATION. 7. VERIFY AND COORDINATE ALL PUSH BUTTON QUANTITIES AND SCENE NAMES WITH OWNER PRIOR TO SUBMITTING ENGRAVING TEMPLATE TO MANUFACTURER. LIGHTING SEQUENCE OF OPERATION PLAN ID LIGHTING SWITCHED {LD1} Sequence: Lighting control provides occupancy control and manual dimming control in this space. ON: Lights turn on via occupancy sensor. ADJUST: Lights are raised / lowered using a wall control to 10-100% output. OFF: Lights turn off using a wall controller. Lights automatically turn off via occupancy sensor after the space has been vacant for 15 minutes. {LD2} Sequence: Lighting control provides occupancy control and manual dimmning control n this space. ON: Type 'D' light turns on via occupancy sensor to 100% maximum output, upon occupancy. Type 'A' light turns on manually by staff. ADJUST: Lights are raised / lowered via wall control. OFF: Both lights turn off using the wall controller(s). After the space has been vacant for 15 minutes, Both lights will automatically turn off. {LD3} Sequence: Lighting control provides occupancy control and manual 3-way dimming control in this space. ON: Lights turn on using a wall control or via occupancy sensor. OFF: The lights turn off using the wall controller. The lights are automatically turn off via occupancy sensor after the sapce has been vacant for 15 minutes. {LS1} Sequence: Lighting control provides vacancy control and manual switching control in this space. ON: Lights turn via vacancy sensor. ADJUST: None. OFF: The lights turn off using the wall controller. The lights are automatically turn off via vacancy sensor after the sapce has been vacant for 15 minutes. CITY SUBMITTAL 11/03/2025 UNV UNV UNV UNV UNV UNV UNV UNV 1 CITY BACKCHECK #1 01/06/2026 101125520, 20187249, 40140902 1 CITY BACKCHECK #1 / INSTRUCTION BULLETIN #1 01/16/2026 1 1 1 1 1 1 1 101125520, 20187249, 40140902 SPECIFICATIONS TABLE OF CONTENTS SECTION 26 05 00 -BASIC ELECTRICAL REQUIREMENTS PART 1 -GENERAL 1.1 SECTION INCLUDES A. REQUIREMENTS APPLICABLE TO ALL DIVISION 26 SECTIONS. ALSO REFER TO DIVISION 1 - GENERAL REQUIREMENTS. B. ALL MATERIALS AND INSTALLATION METHODS SHALL CONFORM TO THE APPLICABLE STANDARDS, GUIDELINES AND CODES REFERENCED HEREIN AND WITHIN EACH SPECIFICATION SECTION. 1.2 REFERENCES A. CEC CALIFORNIA ELECTRICAL CODE B. CCR CALIFORNIA CODE OF REGULATION C. CBC CALIFORNIA BUILDING CODE D. CFC CALIFORNIA FIRE CODE E. CMC CALIFORNIA MECHANICAL CODE F. CPC CALIFORNIA PLUMBING CODE 1.3 SCOPE OF WORK A. THIS SPECIFICATION AND THE ASSOCIATED DRAWINGS GOVERN FURNISHING, INSTALLING, TESTING AND PLACING INTO SATISFACTORY OPERATION THE ELECTRICAL SYSTEMS. B. THE CONTRACTOR SHALL FURNISH AND INSTALL ALL NEW MATERIALS AS INDICATED ON THE DRAWINGS, AND/OR IN THESE SPECIFICATIONS, AND ALL ITEMS REQUIRED TO MAKE THE PORTION OF THE ELECTRICAL WORK A FINISHED AND WORKING SYSTEM. C. DESCRIPTION OF SYSTEMS SHALL BE AS FOLLOWS: 1. ELECTRICAL POWER SYSTEM TO AND INCLUDING LUMINAIRES, EQUIPMENT, MOTORS, DEVICES, ETC. 2. GROUNDING SYSTEM. 3. WIRING OF EQUIPMENT FURNISHED BY OTHERS. 4. REMOVAL WORK AND/OR RELOCATION AND REUSE OF EXISTING SYSTEMS AND EQUIPMENT. 5. TELECOMMUNICATIONS ROUGH-IN, AS SHOWN ON DRAWINGS, FOR INSTALLATION OF TELECOMMUNICATIONS EQUIPMENT BY OTHERS UNDER SEPARATE CONTRACT. 6. FURNISH AND INSTALL FIRESTOPPING SYSTEMS FOR PENETRATIONS OF FIRE-RATED CONSTRUCTION ASSOCIATED WITH THIS CONTRACTOR'S WORK. D.WORK NOT INCLUDED: 1. TELECOMMUNICATIONS CABLING WILL BE BY OTHERS, IN RACEWAYS AND CONDUITS FURNISHED AND INSTALLED AS PART OF THE ELECTRICAL WORK. 2. TEMPERATURE CONTROL WIRING FOR PLUMBING AND HVAC EQUIPMENT (UNLESS OTHERWISE INDICATED) WILL BE BY OTHER CONTRACTORS. E.THE OWNER WILL SUPPLY MANUFACTURER'S INSTALLATION DATA FOR OWNER-PURCHASED EQUIPMENT FOR THIS PROJECT. F.THIS CONTRACTOR SHALL MAKE ALL ELECTRICAL SYSTEM CONNECTIONS SHOWN ON THE DRAWINGS OR REQUIRED FOR FULLY FUNCTIONAL UNITS. G.THIS CONTRACTOR IS RESPONSIBLE FOR ALL DAMAGE TO OWNER FURNISHED EQUIPMENT CAUSED DURING INSTALLATION. 1.4 WORK SEQUENCE A. ALL WORK THAT WILL PRODUCE EXCESSIVE NOISE OR INTERFERENCE WITH NORMAL BUILDING OPERATIONS, AS DETERMINED BY THE OWNER, SHALL BE SCHEDULED WITH THE OWNER. IT MAY BE NECESSARY TO SCHEDULE SUCH WORK DURING UNOCCUPIED HOURS. THE OWNER RESERVES THE RIGHT TO DETERMINE WHEN RESTRICTED CONSTRUCTION HOURS ARE REQUIRED. 1.5 QUALITY ASSURANCE A.QUALIFICATIONS: 1. ONLY PRODUCTS OF REPUTABLE MANUFACTURERS AS DETERMINED BY THE ARCHITECT/ENGINEER ARE ACCEPTABLE. 2. ALL CONTRACTORS AND SUBCONTRACTORS SHALL EMPLOY ONLY WORKMEN WHO ARE SKILLED IN THEIR TRADES. AT ALL TIMES, THE NUMBER OF APPRENTICES AT THE JOB SITE SHALL BE LESS THAN OR EQUAL TO THE NUMBER OF JOURNEYMEN AT THE JOB SITE. B.EXAMINATION OF DRAWINGS: 1. THE DRAWINGS FOR THE ELECTRICAL WORK ARE COMPLETELY DIAGRAMMATIC, INTENDED TO CONVEY THE SCOPE OF THE WORK AND TO INDICATE THE GENERAL ARRANGEMENTS AND LOCATIONS OF EQUIPMENT, OUTLETS, ETC., AND THE APPROXIMATE SIZES OF EQUIPMENT. 2. CONTRACTOR SHALL DETERMINE THE EXACT LOCATIONS OF EQUIPMENT AND ROUGH-INS, AND THE EXACT ROUTING OF RACEWAYS TO BEST FIT THE LAYOUT OF THE JOB. CONDUIT ENTRY POINTS FOR ELECTRICAL EQUIPMENT INCLUDING, BUT NOT LIMITED TO, PANELBOARDS, SWITCHBOARDS, SWITCHGEAR AND UNIT SUBSTATIONS, SHALL BE DETERMINED BY THE CONTRACTOR UNLESS NOTED IN THE CONTRACT DOCUMENTS. 3. SCALING OF THE DRAWINGS WILL NOT BE SUFFICIENT OR ACCURATE FOR DETERMINING THESE LOCATIONS. 4. WHERE JOB CONDITIONS REQUIRE REASONABLE CHANGES IN ARRANGEMENTS AND LOCATIONS, SUCH CHANGES SHALL BE MADE BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER. 5. BECAUSE OF THE SCALE OF THE DRAWINGS, CERTAIN BASIC ITEMS, SUCH AS JUNCTION BOXES, PULL BOXES, CONDUIT FITTINGS, ETC., MAY NOT BE SHOWN, BUT WHERE REQUIRED BY OTHER SECTIONS OF THE SPECIFICATIONS OR REQUIRED FOR PROPER INSTALLATION OF THE WORK, SUCH ITEMS SHALL BE FURNISHED AND INSTALLED. 6. IF AN ITEM IS EITHER SHOWN ON THE DRAWINGS OR CALLED FOR IN THE SPECIFICATIONS, IT SHALL BE INCLUDED IN THIS CONTRACT. 7. THE CONTRACTOR SHALL DETERMINE QUANTITIES AND QUALITY OF MATERIAL AND EQUIPMENT REQUIRED FROM THE DOCUMENTS. WHERE DISCREPANCIES ARISE BETWEEN DRAWINGS, SCHEDULES AND/OR SPECIFICATIONS, THE GREATER AND BETTER-QUALITY NUMBER SHALL GOVERN. 8. WHERE USED IN ELECTRICAL DOCUMENTS THE WORD "FURNISH" SHALL MEAN SUPPLY FOR USE, THE WORD "INSTALL" SHALL MEAN CONNECT UP COMPLETE AND READY FOR OPERATION, AND THE WORD "PROVIDE" SHALL MEAN TO SUPPLY FOR USE AND CONNECT UP COMPLETE AND READY FOR OPERATION. 9. ANY ITEM LISTED AS FURNISHED SHALL ALSO BE INSTALLED UNLESS OTHERWISE NOTED. 10. ANY ITEM LISTED AS INSTALLED SHALL ALSO BE FURNISHED UNLESS OTHERWISE NOTED. C.ELECTRONIC MEDIA/FILES: 1. CONSTRUCTION DRAWINGS FOR THIS PROJECT HAVE BEEN PREPARED UTILIZING REVIT. 2. CONTRACTORS AND SUBCONTRACTORS MAY REQUEST ELECTRONIC MEDIA FILES OF THE CONTRACT DRAWINGS AND/OR COPIES OF THE SPECIFICATIONS. SPECIFICATIONS WILL BE PROVIDED IN PDF FORMAT. 3. UPON REQUEST FOR ELECTRONIC MEDIA, THE CONTRACTOR SHALL COMPLETE AND RETURN A SIGNED "ELECTRONIC FILE TRANSMITTAL" FORM PROVIDED BY IMEG. 4. IF THE INFORMATION REQUESTED INCLUDES FLOOR PLANS PREPARED BY OTHERS, THE CONTRACTOR WILL BE RESPONSIBLE FOR OBTAINING APPROVAL FROM THE APPROPRIATE DESIGN PROFESSIONAL FOR USE OF THAT PART OF THE DOCUMENT. 5. THE ELECTRONIC CONTRACT DOCUMENTS CAN BE USED FOR PREPARATION OF SHOP DRAWINGS AND AS-BUILT DRAWINGS ONLY. THE INFORMATION MAY NOT BE USED IN WHOLE OR IN PART FOR ANY OTHER PROJECT. 6. THE USE OF THESE CAD DOCUMENTS BY THE CONTRACTOR DOES NOT RELIEVE THEM FROM THEIR RESPONSIBILITY FOR COORDINATION OF WORK WITH OTHER TRADES AND VERIFICATION OF SPACE AVAILABLE FOR THE INSTALLATION. 7. THE INFORMATION IS PROVIDED TO EXPEDITE THE PROJECT AND ASSIST THE CONTRACTOR WITH NO GUARANTEE BY IMEG AS TO THE ACCURACY OR CORRECTNESS OF THE INFORMATION PROVIDED. IMEG ACCEPTS NO RESPONSIBILITY OR LIABILITY FOR THE CONTRACTOR'S USE OF THESE DOCUMENTS. D.FIELD MEASUREMENTS: 1. VERIFY ALL PERTINENT DIMENSIONS AT THE JOB SITE BEFORE ORDERING ANY CONDUIT, CONDUCTORS, WIREWAYS, BUS DUCT, FITTINGS, ETC. 1.6 SUBMITTALS A. SUBMITTALS SHALL BE REQUIRED FOR ALL ITEMS INDICATED IN THE DRAWINGS AND SPECIFIED UNDER DIVISION 26. B. GENERAL SUBMITTAL PROCEDURES: IN ADDITION TO THE PROVISIONS OF DIVISION 1, THE FOLLOWING ARE REQUIRED: 1. TRANSMITTAL: EACH TRANSMITTAL SHALL INCLUDE THE FOLLOWING: a. DATE b. PROJECT TITLE AND NUMBER c. CONTRACTOR'S NAME AND ADDRESS d. DIVISION OF WORK (E.G., ELECTRICAL, PLUMBING, HEATING, VENTILATING, ETC.) e. DESCRIPTION OF ITEMS SUBMITTED AND RELEVANT SPECIFICATION NUMBER f. NOTATIONS OF DEVIATIONS FROM THE CONTRACT DOCUMENTS 2.SUBMITTAL COVER SHEET: EACH SUBMITTAL SHALL INCLUDE A COVER SHEET CONTAINING: a. DATE b. PROJECT TITLE AND NUMBER c. ARCHITECT/ENGINEER d. CONTRACTOR AND SUBCONTRACTORS' NAMES AND ADDRESSES e. SUPPLIER AND MANUFACTURER'S NAMES AND ADDRESSES f. DIVISION OF WORK (E.G., ELECTRICAL, PLUMBING, HEATING, VENTILATING, ETC.) g. DESCRIPTION OF ITEM SUBMITTED (USING PROJECT NOMENCLATURE) AND RELEVANT SPECIFICATION NUMBER h. NOTATIONS OF DEVIATIONS FROM THE CONTRACT DOCUMENTS i. OTHER PERTINENT DATA j. PROVIDE SPACE FOR CONTRACTOR'S REVIEW STAMPS 3.COMPOSITION: a. SUBMITTALS SHALL BE SUBMITTED USING SPECIFICATION SECTIONS AND THE PROJECT NOMENCLATURE FOR EACH ITEM. b. INDIVIDUAL SUBMITTAL PACKAGES SHALL BE PREPARED FOR ITEMS IN EACH SPECIFICATION SECTION. ALL ITEMS WITHIN A SINGLE SPECIFICATION SECTION SHALL BE PACKAGED TOGETHER WHERE POSSIBLE. AN INDIVIDUAL SUBMITTAL MAY CONTAIN ITEMS FROM MULTIPLE SPECIFICATIONS SECTIONS IF THE ITEMS ARE INTIMATELY LINKED (E.G., PUMPS AND MOTORS). c. ALL SETS SHALL CONTAIN AN INDEX OF THE ITEMS ENCLOSED WITH A GENERAL TOPIC DESCRIPTION ON THE COVER. 4.CONTENT: SUBMITTALS SHALL INCLUDE ALL MANUFACTURERS' STANDARD DRAWINGS; SCHEDULES; PERFORMANCE AND TEST DATA; WIRING AND CONTROL DIAGRAMS; DIMENSIONS; SHIPPING AND OPERATING WEIGHTS; SERVICE CLEARANCES; AND ALL OTHER DRAWINGS AND DESCRIPTIVE DATA OF MATERIALS OF CONSTRUCTION AS MAY BE REQUIRED TO SHOW THAT THE MATERIALS, EQUIPMENT OR SYSTEMS AND THE LOCATION THEREOF CONFORM TO THE REQUIREMENTS OF THE CONTRACT DOCUMENTS. 5.CONTRACTOR'S APPROVAL STAMP: a. THE CONTRACTOR SHALL THOROUGHLY REVIEW AND APPROVE ALL SHOP DRAWINGS BEFORE SUBMITTING THEM TO THE ARCHITECT/ENGINEER. THE CONTRACTOR SHALL STAMP, DATE AND SIGN EACH SUBMITTAL CERTIFYING IT HAS BEEN REVIEWED. b. UNSTAMPED SUBMITTALS WILL BE REJECTED. c. THE CONTRACTOR'S REVIEW SHALL INCLUDE, BUT NOT BE LIMITED TO, VERIFICATION OF THE FOLLOWING: 1. ONLY APPROVED MANUFACTURERS ARE USED. 2. ADDENDA ITEMS HAVE BEEN INCORPORATED. 3. CATALOG NUMBERS AND OPTIONS MATCH THOSE SPECIFIED. 4. PERFORMANCE DATA MATCHES THAT SPECIFIED. 5. ELECTRICAL CHARACTERISTICS AND LOADS MATCH THOSE SPECIFIED. 6. EQUIPMENT CONNECTION LOCATIONS, SIZES, CAPACITIES, ETC. HAVE BEEN COORDINATED WITH OTHER AFFECTED TRADES. 7. DIMENSIONS AND SERVICE CLEARANCES ARE SUITABLE FOR THE INTENDED LOCATION. 8. EQUIPMENT DIMENSIONS ARE COORDINATED WITH SUPPORT STEEL, HOUSEKEEPING PADS, OPENINGS, ETC. 9. CONSTRUCTABILITY ISSUES ARE RESOLVED (E.G., WEIGHTS AND DIMENSIONS ARE SUITABLE FOR GETTING THE ITEM INTO THE BUILDING AND INTO PLACE, SINKS FIT INTO COUNTERTOPS, ETC.). d.THE CONTRACTOR SHALL REVIEW, STAMP AND APPROVE ALL SUBCONTRACTORS' SUBMITTALS AS DESCRIBED ABOVE. e.THE CONTRACTOR'S APPROVAL STAMP IS REQUIRED ON ALL SUBMITTALS. APPROVAL WILL INDICATE THE CONTRACTOR'S REVIEW OF ALL MATERIAL AND A COMPLETE UNDERSTANDING OF EXACTLY WHAT IS TO BE FURNISHED. CONTRACTOR SHALL CLEARLY MARK ALL DEVIATIONS FROM THE CONTRACT DOCUMENTS ON ALL SUBMITTALS. IF DEVIATIONS ARE NOT MARKED BY THE CONTRACTOR, THEN THE ITEM SHALL BE REQUIRED TO MEET ALL DRAWING AND SPECIFICATION REQUIREMENTS. 6.SUBMITTAL IDENTIFICATION AND MARKINGS: a. THE CONTRACTOR SHALL CLEARLY MARK EACH ITEM WITH THE SAME NOMENCLATURE APPLIED ON THE DRAWINGS OR IN THE SPECIFICATIONS. b. THE CONTRACTOR SHALL CLEARLY INDICATE THE SIZE, FINISH, MATERIAL, ETC. THE CONTRACTOR SHALL STRIKE-OUT MATERIAL NOT PROPOSED FOR INSTALLATION. c. WHERE MORE THAN ONE MODEL IS SHOWN ON A MANUFACTURER'S SHEET, THE CONTRACTOR SHALL CLEARLY INDICATE EXACTLY WHICH ITEM AND WHICH DATA IS INTENDED. d. ALL MARKS AND IDENTIFICATIONS ON THE SUBMITTALS SHALL BE UNAMBIGUOUS. 7.SCHEDULE SUBMITTALS TO EXPEDITE THE PROJECT. COORDINATE SUBMISSION OF RELATED ITEMS. 8.IDENTIFY VARIATIONS FROM THE CONTRACT DOCUMENTS AND PRODUCT OR SYSTEM LIMITATIONS THAT MAY BE DETRIMENTAL TO THE SUCCESSFUL PERFORMANCE OF THE COMPLETED WORK. 9.REPRODUCTION OF CONTRACT DOCUMENTS ALONE IS NOT ACCEPTABLE FOR SUBMITTALS. 10.INCOMPLETE SUBMITTALS WILL BE REJECTED WITHOUT REVIEW. PARTIAL SUBMITTALS WILL ONLY BE REVIEWED WITH PRIOR APPROVAL FROM THE ARCHITECT/ENGINEER. 11.SUBMITTALS NOT REQUIRED BY THE CONTRACT DOCUMENTS MAY BE RETURNED WITHOUT REVIEW. 12.THE ARCHITECT/ENGINEER'S RESPONSIBILITY SHALL BE TO REVIEW ONE SET OF SHOP DRAWING SUBMITTALS FOR EACH PRODUCT. IF THE FIRST SUBMITTAL IS INCOMPLETE OR DOES NOT COMPLY WITH THE DRAWINGS AND/OR SPECIFICATIONS, THE CONTRACTOR SHALL BE RESPONSIBLE TO BEAR THE COST FOR THE ARCHITECT/ENGINEER TO RECHECK AND HANDLE THE ADDITIONAL SHOP DRAWING SUBMITTALS. 13.SUBMITTALS SHALL BE REVIEWED AND APPROVED BY THE ARCHITECT/ENGINEER BEFORE RELEASING ANY EQUIPMENT FOR MANUFACTURE OR SHIPMENT. 14.CONTRACTOR'S RESPONSIBILITY FOR ERRORS, OMISSIONS OR DEVIATION FROM THE CONTRACT DOCUMENTS IN SUBMITTALS IS NOT RELIEVED BY THE ARCHITECT/ENGINEER'S APPROVAL. 15.SCHEDULE SHALL ALLOW FOR ADEQUATE TIME TO PERFORM ORDERLY AND PROPER REVIEW OF SUBMITTALS, INCLUDING TIME FOR CONSULTANTS AND OWNER IF REQUIRED, AND RESUBMITTALS BY CONTRACTOR IF NECESSARY, AND TO CAUSE NO DELAY IN WORK OR IN ACTIVITIES OF OWNER OR OTHER CONTRACTORS. 16.ARCHITECT/ENGINEER RESERVES THE RIGHT TO WITHHOLD ACTION ON A SUBMITTAL WHICH, IN THE ARCHITECT/ENGINEER'S OPINION, REQUIRES COORDINATION WITH OTHER SUBMITTALS UNTIL RELATED SUBMITTALS ARE RECEIVED. THE ARCHITECT/ENGINEER WILL NOTIFY THE CONTRACTOR, IN WRITING, WHEN THEY EXERCISE THIS RIGHT. C.ELECTRONIC SUBMITTAL PROCEDURES: 1. DISTRIBUTION: EMAIL SUBMITTALS AS ATTACHMENTS TO ALL PARTIES DESIGNATED BY THE ARCHITECT/ENGINEER, UNLESS A WEB-BASED SUBMITTAL PROGRAM IS USED. 2. TRANSMITTALS: EACH SUBMITTAL SHALL INCLUDE AN INDIVIDUAL ELECTRONIC LETTER OF TRANSMITTAL. 3. FORMAT: ELECTRONIC SUBMITTALS SHALL BE IN PDF FORMAT ONLY. SCANNED COPIES, IN PDF FORMAT, OF PAPER ORIGINALS ARE ACCEPTABLE. SUBMITTALS THAT ARE NOT LEGIBLE WILL BE REJECTED. DO NOT SET ANY PERMISSION RESTRICTIONS ON FILES; PROTECTED, LOCKED, OR SECURED DOCUMENTS WILL BE REJECTED. 1.7 PRODUCT DELIVERY, STORAGE, HANDLING AND MAINTENANCE A. EXERCISE CARE IN TRANSPORTING AND HANDLING TO AVOID DAMAGE TO MATERIALS. STORE MATERIALS ON THE SITE TO PREVENT DAMAGE. B. KEEP ALL MATERIALS CLEAN, DRY AND FREE FROM DAMAGING ENVIRONMENTS. C. COORDINATE THE INSTALLATION OF HEAVY AND LARGE EQUIPMENT WITH THE GENERAL CONTRACTOR AND/OR OWNER. IF THE ELECTRICAL CONTRACTOR DOES NOT HAVE PRIOR DOCUMENTED EXPERIENCE IN RIGGING AND LIFTING SIMILAR EQUIPMENT, HE/SHE SHALL CONTRACT WITH A QUALIFIED LIFTING AND RIGGING SERVICE THAT HAS SIMILAR DOCUMENTED EXPERIENCE. FOLLOW ALL EQUIPMENT LIFTING AND SUPPORT GUIDELINES FOR HANDLING AND MOVING. D. CONTRACTOR IS RESPONSIBLE FOR MOVING EQUIPMENT INTO THE BUILDING AND/OR SITE. CONTRACTOR SHALL REVIEW SITE PRIOR TO BID FOR PATH LOCATIONS AND ANY REQUIRED BUILDING MODIFICATIONS TO ALLOW MOVEMENT OF EQUIPMENT. CONTRACTOR SHALL COORDINATE THE WORK WITH OTHER TRADES. 1.8 WARRANTY A. PROVIDE ONE-YEAR WARRANTY FOR ALL FIXTURES, EQUIPMENT, MATERIALS, AND WORKMANSHIP. B. THE WARRANTY PERIOD FOR ALL WORK IN THIS SPECIFICATION DIVISION SHALL COMMENCE ON THE DATE OF SUBSTANTIAL COMPLETION OR SUCCESSFUL SYSTEM PERFORMANCE WHICHEVER OCCURS LATER. THE WARRANTY MAY ALSO COMMENCE IF A WHOLE OR PARTIAL SYSTEM OR ANY SEPARATE PIECE OF EQUIPMENT OR COMPONENT IS PUT INTO USE FOR THE BENEFIT OF ANY PARTY OTHER THAN THE INSTALLING CONTRACTOR WITH PRIOR WRITTEN AUTHORIZATION OF THE OWNER. IN THIS INSTANCE, THE WARRANTY PERIOD SHALL COMMENCE ON THE DATE WHEN SUCH WHOLE SYSTEM, PARTIAL SYSTEM OR SEPARATE PIECE OF EQUIPMENT OR COMPONENT IS PLACED IN OPERATION AND ACCEPTED IN WRITING BY THE OWNER. C. WARRANTY REQUIREMENTS EXTEND TO CORRECTION, WITHOUT COST TO THE OWNER, OF ALL WORK FOUND TO BE DEFECTIVE OR NONCONFORMING TO THE CONTRACT DOCUMENTS. THE CONTRACTOR SHALL BEAR THE COST OF CORRECTING ALL DAMAGE DUE TO DEFECTS OR NONCONFORMANCE WITH CONTRACT DOCUMENTS EXCLUDING REPAIRS REQUIRED AS A RESULT OF IMPROPER MAINTENANCE OR OPERATION, OR OF NORMAL WEAR AS DETERMINED BY THE ARCHITECT/ENGINEER. 1.9 MATERIAL SUBSTITUTION A. WHERE SEVERAL MANUFACTURERS’NAMES ARE GIVEN, THE MANUFACTURER FOR WHICH A CATALOG NUMBER IS GIVEN IS THE BASIS FOR JOB DESIGN AND ESTABLISHES THE QUALITY. B. EQUIVALENT EQUIPMENT MANUFACTURED BY THE OTHER LISTED MANUFACTURERS MAY BE USED. CONTRACTOR SHALL ENSURE THAT ALL ITEMS SUBMITTED BY THESE OTHER MANUFACTURERS MEET ALL REQUIREMENTS OF THE DRAWINGS AND SPECIFICATIONS AND FITS IN THE ALLOCATED SPACE. WHEN USING OTHER LISTED MANUFACTURERS, THE CONTRACTOR SHALL ASSUME RESPONSIBILITY FOR ANY AND ALL MODIFICATIONS NECESSARY (INCLUDING, BUT NOT LIMITED TO STRUCTURAL SUPPORTS, ELECTRICAL CONNECTIONS AND ROUGH-IN, AND REGULATORY AGENCY APPROVAL, ETC.) AND COORDINATE SUCH WITH OTHER CONTRACTORS. THE ARCHITECT/ENGINEER SHALL MAKE THE FINAL DETERMINATION OF WHETHER A PRODUCT IS EQUIVALENT. PART 2 -PRODUCTS 2.1 GENERAL A. ALL ITEMS OF MATERIAL HAVING A SIMILAR FUNCTION (E.G., SAFETY SWITCHES, PANELBOARDS, SWITCHBOARDS, CONTACTORS, MOTOR STARTERS, DRY TYPE TRANSFORMERS) SHALL BE OF THE SAME MANUFACTURER UNLESS SPECIFICALLY STATED OTHERWISE ON DRAWINGS OR ELSEWHERE IN SPECIFICATIONS. PART 3 -EXECUTION 3.1 JOBSITE SAFETY A. NEITHER THE PROFESSIONAL ACTIVITIES OF THE ARCHITECT/ENGINEER, NOR THE PRESENCE OF THE ARCHITECT/ENGINEER OR THE EMPLOYEES AND SUBCONSULTANTS AT A CONSTRUCTION SITE, SHALL RELIEVE THE CONTRACTOR AND ANY OTHER ENTITY OF THEIR OBLIGATIONS, DUTIES AND RESPONSIBILITIES INCLUDING, BUT NOT LIMITED TO, CONSTRUCTION MEANS, METHODS, SEQUENCE, TECHNIQUES OR PROCEDURES NECESSARY FOR PERFORMING, SUPERINTENDING OR COORDINATING ALL PORTIONS OF THE WORK OF CONSTRUCTION IN ACCORDANCE WITH THE CONTRACT DOCUMENTS AND ANY HEALTH OR SAFETY PRECAUTIONS REQUIRED BY ANY REGULATORY AGENCIES. THE ARCHITECT/ENGINEER AND PERSONNEL HAVE NO AUTHORITY TO EXERCISE ANY CONTROL OVER ANY CONSTRUCTION CONTRACTOR OR OTHER ENTITY OR THEIR EMPLOYEES IN CONNECTION WITH THEIR WORK OR ANY HEALTH OR SAFETY PRECAUTIONS. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR JOBSITE SAFETY. THE ARCHITECT/ENGINEER AND THE ARCHITECT/ENGINEER'S CONSULTANTS SHALL BE INDEMNIFIED AND SHALL BE MADE ADDITIONAL INSUREDS UNDER THE CONTRACTOR'S GENERAL LIABILITY INSURANCE POLICY. 3.2 ARCHITECT/ENGINEER OBSERVATION OF WORK A. THE CONTRACTOR SHALL PROVIDE SEVEN (7) CALENDAR DAYS' NOTICE TO THE ARCHITECT/ENGINEER PRIOR TO: 1. PLACING FILL OVER UNDERGROUND AND UNDER SLAB UTILITIES. 2. COVERING EXTERIOR WALLS, INTERIOR PARTITIONS AND CHASES. 3. INSTALLING HARD OR SUSPENDED CEILINGS AND SOFFITS. B.THE ARCHITECT/ENGINEER WILL REVIEW THE INSTALLATION AND PROVIDE A WRITTEN REPORT NOTING DEFICIENCIES REQUIRING CORRECTION. THE CONTRACTOR'S SCHEDULE SHALL ACCOUNT FOR THESE REVIEWS AND SHOW THEM AS LINE ITEMS IN THE APPROVED SCHEDULE. C.ABOVE-CEILING FINAL OBSERVATION: 1. ALL WORK ABOVE THE CEILINGS MUST BE COMPLETE PRIOR TO THE ARCHITECT/ENGINEER'S REVIEW. THIS INCLUDES, BUT IS NOT LIMITED TO: a. ALL JUNCTION BOXES ARE CLOSED AND IDENTIFIED IN ACCORDANCE WITH SECTION 26 05 53 ELECTRICAL IDENTIFICATION. b. LUMINAIRES, INCLUDING CEILING-MOUNTED EXIT AND EMERGENCY LIGHTS, ARE INSTALLED AND OPERATIONAL. c. LUMINAIRE WHIPS ARE SUPPORTED ABOVE THE CEILING. d. CONDUIT IDENTIFICATION IS INSTALLED IN ACCORDANCE WITH SECTION 26 05 53 ELECTRICAL IDENTIFICATION. e. LUMINAIRES ARE SUSPENDED INDEPENDENTLY OF THE CEILING SYSTEM WHEN REQUIRED BY THESE CONTRACT DOCUMENTS. f. ALL WALL PENETRATIONS HAVE BEEN SEALED. 2.TO PREVENT THE ABOVE-CEILING FINAL OBSERVATION FROM OCCURRING TOO EARLY, THE CONTRACTOR SHALL REVIEW THE STATUS OF THE WORK AND CERTIFY, IN WRITING, THAT THE WORK IS READY FOR THE ABOVE-CEILING FINAL OBSERVATION. 3.IT IS UNDERSTOOD THAT IF THE ARCHITECT/ENGINEER FINDS THE CEILINGS HAVE BEEN INSTALLED PRIOR TO THIS REVIEW AND PRIOR TO SEVEN DAYS ELAPSING, THE ARCHITECT/ENGINEER MAY NOT RECOMMEND FURTHER PAYMENTS TO THE CONTRACTOR UNTIL FULL ACCESS HAS BEEN PROVIDED. 3.3 PROJECT CLOSEOUT A. THE FOLLOWING PARAGRAPHS SUPPLEMENT THE REQUIREMENTS OF DIVISION 1. B. FINAL JOBSITE OBSERVATION: 1. TO PREVENT THE FINAL JOBSITE OBSERVATION FROM OCCURRING TOO EARLY, THE CONTRACTOR SHALL REVIEW THE COMPLETION STATUS OF THE PROJECT AND CERTIFY THAT THE JOB IS READY FOR THE FINAL JOBSITE OBSERVATION. 2. ATTACHED TO THE END OF THIS SECTION IS A TYPICAL LIST OF ITEMS THAT REPRESENT THE DEGREE OF JOB COMPLETENESS EXPECTED PRIOR TO REQUESTING A REVIEW. THE CONTRACTOR SHALL SIGN THE ATTACHED CERTIFICATION AND RETURN IT TO THE ARCHITECT/ENGINEER SO THAT THE FINAL OBSERVATION CAN BE SCHEDULED. 3. IT IS UNDERSTOOD THAT IF THE ARCHITECT/ENGINEER FINDS THE JOB NOT READY FOR THE FINAL OBSERVATION AND ADDITIONAL TRIPS AND OBSERVATIONS ARE REQUIRED TO BRING THE PROJECT TO COMPLETION, THE COST OF THE ADDITIONAL TIME AND EXPENSES INCURRED BY THE ARCHITECT/ENGINEER WILL BE DEDUCTED FROM THE CONTRACTOR'S FINAL PAYMENT. 4. CONTRACTOR SHALL NOTIFY ARCHITECT/ENGINEER 72HOURS PRIOR TO INSTALLATION OF CEILINGS OR LAY-IN CEILING TILES. C.THE FOLLOWING MUST BE SUBMITTED BEFORE ARCHITECT/ENGINEER RECOMMENDS FINAL PAYMENT: 1. OPERATION AND MAINTENANCE MANUALS WITH COPIES OF APPROVED SHOP DRAWINGS. 2. RECORD DOCUMENTS INCLUDING MARKED-UP DRAWINGS AND SPECIFICATIONS. 3. A REPORT DOCUMENTING THE INSTRUCTIONS GIVEN TO THE OWNER'S REPRESENTATIVES COMPLETE WITH THE NUMBER OF HOURS SPENT IN THE INSTRUCTION. THE REPORT SHALL BEAR THE SIGNATURE OF AN AUTHORIZED AGENT OF THIS CONTRACTOR AND SHALL BE SIGNED BY THE OWNER'S REPRESENTATIVES. D.CIRCUIT DIRECTORIES: 1. PROVIDE CUSTOM TYPED CIRCUIT DIRECTORY FOR EACH BRANCH CIRCUIT PANELBOARD. PROVIDE UPDATED CUSTOM TYPED CIRCUIT DIRECTORY FOR EACH EXISTING BRANCH CIRCUIT PANELBOARD WITH NEW OR REVISED CIRCUITS PER THE SCOPE OF WORK. LABEL SHALL INCLUDE EQUIPMENT NAME OR FINAL APPROVED ROOM NAME, ROOM NUMBER, AND LOAD TYPE FOR EACH CIRCUIT (EXAMPLES: SUMP SP-1 OR ROOM 101 RECEPT). REVISE DIRECTORY TO REFLECT CIRCUIT CHANGES REQUIRED TO BALANCE PHASE LOADS. PRINTED COPIES OF THE BID DOCUMENT PANEL SCHEDULES ARE NOT ACCEPTABLE AS CIRCUIT DIRECTORIES. 3.4 RECORD DOCUMENTS A. THE FOLLOWING PARAGRAPHS SUPPLEMENT DIVISION 1 REQUIREMENTS. B. MAINTAIN AT THE JOB SITE A SEPARATE AND COMPLETE SET OF ELECTRICAL DRAWINGS AND SPECIFICATIONS WITH ALL CHANGES MADE TO THE SYSTEMS CLEARLY AND PERMANENTLY MARKED IN COMPLETE DETAIL. C. MARK DRAWINGS AND SPECIFICATIONS TO INDICATE APPROVED SUBSTITUTIONS; CHANGE ORDERS, AND ACTUAL EQUIPMENT AND MATERIALS USED. ALL CHANGE ORDERS, RFI RESPONSES, CLARIFICATIONS AND OTHER SUPPLEMENTAL INSTRUCTIONS SHALL BE MARKED ON THE DOCUMENTS. RECORD DOCUMENTS THAT MERELY REFERENCE THE EXISTENCE OF THE ABOVE ITEMS ARE NOT ACCEPTABLE. SHOULD THIS CONTRACTOR FAIL TO COMPLETE RECORD DOCUMENTS AS REQUIRED BY THIS CONTRACT, THIS CONTRACTOR SHALL REIMBURSE ARCHITECT/ENGINEER FOR ALL COSTS TO DEVELOP RECORD DOCUMENTS THAT COMPLY WITH THIS REQUIREMENT. REIMBURSEMENT SHALL BE MADE AT THE ARCHITECT/ENGINEER'S HOURLY RATES IN EFFECT AT THE TIME OF WORK. D. RECORD CHANGES DAILY AND KEEP THE MARKED DRAWINGS AVAILABLE FOR THE ARCHITECT/ENGINEER'S EXAMINATION AT ANY NORMAL WORK TIME. E. UPON COMPLETING THE JOB, AND BEFORE FINAL PAYMENT IS MADE, GIVE THE MARKED-UP DRAWINGS TO THE ARCHITECT/ENGINEER. F. RECORD ACTUAL ROUTING OF CONDUITS EXCEEDING 2 INCHES. 3.5 ADJUST AND CLEAN A. THOROUGHLY CLEAN ALL EQUIPMENT AND SYSTEMS PRIOR TO THE OWNER'S FINAL ACCEPTANCE OF THE PROJECT. B. CLEAN ALL FOREIGN PAINT, GREASE, OIL, DIRT, LABELS, STICKERS, ETC. FROM ALL EQUIPMENT. C. REMOVE ALL RUBBISH, DEBRIS, ETC., ACCUMULATED DURING CONSTRUCTION FROM THE PREMISES. 3.6 SPECIAL REQUIREMENTS A. COORDINATE THE INSTALLATION OF ALL EQUIPMENT, CONTROLS, DEVICES, ETC., WITH OTHER TRADES TO MAINTAIN CLEAR ACCESS AREA FOR SERVICING. B. INSTALL ALL EQUIPMENT TO MAXIMIZE ACCESS TO PARTS NEEDING SERVICE OR MAINTENANCE. REVIEW THE FINAL LOCATION, PLACEMENT, AND ORIENTATION OF EQUIPMENT WITH THE OWNER'S REPRESENTATIVE PRIOR TO SETTING EQUIPMENT. C. INSTALLATION OF EQUIPMENT OR DEVICES WITHOUT REGARD TO COORDINATION OF ACCESS REQUIREMENTS AND CONFIRMATION WITH THE OWNER'S REPRESENTATIVE WILL RESULT IN REMOVAL AND REINSTALLATION OF THE EQUIPMENT AT THE CONTRACTOR'S EXPENSE. 3.7 SYSTEM STARTING AND ADJUSTING A. THE ELECTRICAL SYSTEMS SHALL BE COMPLETE AND OPERATING. SYSTEM STARTUP, TESTING, ADJUSTING, AND BALANCING TO OBTAIN SATISFACTORY SYSTEM PERFORMANCE IS THE RESPONSIBILITY OF THE CONTRACTOR. THIS INCLUDES ALL CALIBRATION AND ADJUSTMENT OF ELECTRICAL CONTROLS, BALANCING OF LOADS, TROUBLESHOOTING AND VERIFICATION OF SOFTWARE, AND FINAL ADJUSTMENTS THAT MAY BE NEEDED. B. COMPLETE ALL MANUFACTURER-RECOMMENDED STARTUP PROCEDURES AND CHECKLISTS TO VERIFY PROPER EQUIPMENT OPERATION AND DOES NOT POSE A DANGER TO PERSONNEL OR PROPERTY. C. ALL OPERATING CONDITIONS AND CONTROL SEQUENCES SHALL BE TESTED DURING THE START-UP PERIOD. TESTING ALL INTERLOCKS, SAFETY SHUT-DOWNS, CONTROLS, AND ALARMS. D. THE CONTRACTOR, SUBCONTRACTORS, AND EQUIPMENT SUPPLIERS SHALL HAVE SKILLED TECHNICIANS TO ENSURE THAT ALL SYSTEMS PERFORM PROPERLY. IF THE ARCHITECT/ENGINEER IS REQUESTED TO VISIT THE JOB SITE FOR TROUBLE SHOOTING, ASSISTING IN START-UP, OBTAINING SATISFACTORY EQUIPMENT OPERATION, RESOLVING INSTALLATION AND/OR WORKMANSHIP PROBLEMS, EQUIPMENT SUBSTITUTION ISSUES OR UNSATISFACTORY SYSTEM PERFORMANCE, INCLUDING CALL BACKS DURING THE WARRANTY PERIOD, THROUGH NO FAULT OF THE DESIGN; THE CONTRACTOR SHALL REIMBURSE THE OWNER ON A TIME AND MATERIALS BASIS FOR SERVICES RENDERED AT THE ARCHITECT/ENGINEER'S STANDARD HOURLY RATES IN EFFECT WHEN THE SERVICES ARE REQUESTED. THE CONTRACTOR SHALL PAY THE OWNER FOR SERVICES REQUIRED THAT ARE PRODUCT, INSTALLATION OR WORKMANSHIP RELATED. PAYMENT IS DUE WITHIN 30 DAYS AFTER SERVICES ARE RENDERED. 3.8 FIELD QUALITY CONTROL A. GENERAL: 1. CONDUCT ALL TESTS REQUIRED DURING AND AFTER CONSTRUCTION. SUBMIT TEST RESULTS IN NETA FORMAT, OR EQUIVALENT FORM, THAT SHOWS THE TEST EQUIPMENT USED, CALIBRATION DATE, TESTER'S NAME, AMBIENT TEST CONDITIONS, HUMIDITY, CONDUCTOR LENGTH, AND RESULTS CORRECTED TO 40°C. 2. SUPPLY NECESSARY INSTRUMENTS, METERS, ETC., FOR THE TESTS. SUPPLY COMPETENT TECHNICIANS WITH TRAINING IN THE PROPER TESTING TECHNIQUES. 3. ALL CABLES AND WIRES SHALL BE TESTED FOR SHORTS AND GROUNDS FOLLOWING INSTALLATION AND CONNECTION TO DEVICES. REPLACE SHORTED OR GROUNDED WIRES AND CABLES. 4. ANY WIRING DEVICE, ELECTRICAL APPARATUS OR LUMINAIRE, IF GROUNDED OR SHORTED ON ANY INTEGRAL "LIVE" PART, SHALL HAVE ALL DEFECTIVE PARTS OR MATERIALS REPLACED. 5. TEST CABLE INSULATION OF SERVICE AND PANEL FEEDER CONDUCTORS FOR PROPER INSULATION VALUES. TESTS SHALL INCLUDE THE CABLE, ALL SPLICES, AND ALL TERMINATIONS. EACH CONDUCTOR SHALL BE TESTED AND SHALL TEST FREE OF SHORT CIRCUITS AND GROUNDS AND HAVE AN INSULATION VALUE NOT LESS THAN ELECTRICAL CODE STANDARDS. TAKE READINGS BETWEEN CONDUCTORS, AND BETWEEN CONDUCTORS AND GROUND. 6. IF THE RESULTS OBTAINED IN THE TESTS ARE NOT SATISFACTORY, MAKE ADJUSTMENTS, REPLACEMENTS, AND CHANGES AS NEEDED. THEN REPEAT THE TESTS, AND MAKE ADDITIONAL TESTS, AS THE ARCHITECT/ENGINEER OR AUTHORITY HAVING JURISDICTION DEEMS NECESSARY. READINESS CERTIFICATION PRIOR TO FINAL JOBSITE OBSERVATION TO PREVENT THE FINAL JOB OBSERVATION FROM OCCURRING TOO EARLY, WE REQUIRE THAT THE CONTRACTOR REVIEW THE COMPLETION STATUS OF THE PROJECT AND, BY COPY OF THIS DOCUMENT, CERTIFY THAT THE JOB IS INDEED READY FOR THE FINAL JOB OBSERVATION. THE FOLLOWING IS A TYPICAL LIST OF ITEMS THAT REPRESENT THE DEGREE OF JOB COMPLETENESS EXPECTED PRIOR TO YOUR REQUESTING A FINAL JOB OBSERVATION. 1. PENETRATIONS OF FIRE-RATED CONSTRUCTION FIRE SEALED IN ACCORDANCE WITH SPECIFICATIONS. 2. ELECTRICAL PANELS HAVE TYPED CIRCUIT IDENTIFICATION. 3. SMOKE AND FIRE/SMOKE DAMPERS ARE WIRED AND HAVE BEEN TESTED. ACCEPTED BY: PRIME CONTRACTOR _______________________________________________ BY ___________________________________ DATE ___________________ UPON CONTRACTOR CERTIFICATION THAT THE PROJECT IS COMPLETE AND READY FOR A FINAL JOB OBSERVATION, WE REQUIRE THE CONTRACTOR TO SIGN THIS AGREEMENT AND RETURN IT TO THE ARCHITECT/ENGINEER SO THAT THE FINAL OBSERVATION CAN BE SCHEDULED. IT IS UNDERSTOOD THAT IF THE ARCHITECT/ENGINEER FINDS THE JOB NOT READY FOR THE FINAL OBSERVATION AND THAT ADDITIONAL TRIPS AND OBSERVATIONS ARE REQUIRED TO BRING THE PROJECT TO COMPLETION, THE COSTS INCURRED BY THE ARCHITECT/ENGINEERS FOR ADDITIONAL TIME AND EXPENSES WILL BE DEDUCTED FROM THE CONTRACTOR'S CONTRACT RETAINAGE PRIOR TO FINAL PAYMENT AT THE COMPLETION OF THE JOB. END OF SECTION • SECTION 26 05 00 -BASIC ELECTRICAL REQUIREMENTS TE OLIRFFOAC LANRP E 23191 STA ER REGIST ED INA N REENIGE FO OISSE E AICLCERTL Exp. 06/30/26 MIRASOPHOCLISGEORGY IMEG CORP. RESERVES PROPRIETARY RIGHTS, INCLUDING COPYRIGHTS, TO THIS DRAWING AND THE DATA SHOWN THEREON. SAID DRAWING AND/OR DATA ARE THE EXCLUSIVE PROPERTY OF IMEG CORP. AND SHALL NOT BE USED OR REPRODUCED FOR ANY OTHER PROJECT WITHOUT THE EXPRESS WRITTEN APPROVAL AND PARTICIPATION OF IMEG CORP. ©2022 IMEG CORP. REF. SCALE IN INCHES 0 1 2 3 The FUTURE. Built Smarter www.imegcorp.com R SHEET TITLE PROJECT FACILITY FAC NO: BLDG NO: FLOOR LEV: SECTION: KP PROJ. NO. PERMIT NO. 555 W. 5th St Suite 2950 | Los Angeles, CA 90013 USA Phone 310.820.4600 | Fax 310.207.4215 www.huitt-zollars.com ARCHITECT CONSULTANT ARCHITECT SEAL CONSULTANT SEAL KAISER FOUNDATION HOSPITALS NATIONAL FACILITIES SERVICES 1800 HARRISON STREET OAKLAND, CALIFORNIA 94612 ISSUE / REVISION LOG NO. ISSUED DATE 0 5' 5 0 ' GR A P H I C S C A L E S : 1 / 1 6 " = 1 ' - 0 " 0 25 ' 1/ 8 " = 1 ' - 0 " 5' 0 12 ' 1/ 4 " = 1 ' - 0 " 1' 0 6' 1/ 2 " = 1 ' - 0 " 1' 0 2' 1- 1 / 2 " = 1 ' - 0 " 0 1' 3" = 1 ' - 0 " IF T H I S S H E E T I S N O T 30 " x 4 2 " , I T I S A R E D U C E D PR I N T - S C A L E AC C O R D I N G L Y AGENCY APPLICATION NUMBER AGENCY APPROVAL STAMP THIS DOCUMENT IS THE PROPERTY OF THE OWNER AND IS NOT TO BE USED WITHOUT OWNER'S WRITTEN PERMISSION. HZ PROJ. NO. 222 S. HARBOR BOULEVARD, SUITE 800 I ANAHEIM, CA 92805 PH: 714.490.5555 I FAX: 714.490.5560 IMEG PROJ. NO.: 22008618.00 PROJECT #22008618.00 SOCC 2022 R HBM 1st Fl KPOJ REMODEL E0-02 ELECTRICAL SPECIFICATION CA394-1 CAP0227721R314412.35 HARBOR/MacARTHUR MEDICAL OFF 3401 S. HARBOR BLVD. SANTA ANA, CALIFORNIA 92704 CITY SUBMITTAL 11/03/2025 101125520, 20187249, 40140902 SPECIFICATIONS TABLE OF CONTENTS SECTION 26 05 05 -ELECTRICAL DEMOLITION FOR REMODELING PART 1 -GENERAL 1.1 SECTION INCLUDES A. ELECTRICAL DEMOLITION PART 2 -PRODUCTS 2.1 MATERIALS AND EQUIPMENT A. MATERIALS AND EQUIPMENT FOR PATCHING AND EXTENDING WORK SHALL BE AS SPECIFIED IN INDIVIDUAL SECTIONS. PART 3 -EXECUTION 3.1 EXAMINATION A. THE DRAWINGS ARE INTENDED TO INDICATE THE SCOPE OF WORK REQUIRED AND DO NOT INDICATE EVERY BOX, CONDUIT, OR WIRE THAT MUST BE REMOVED. THE CONTRACTOR SHALL VISIT THE SITE PRIOR TO SUBMITTING A BID AND VERIFY EXISTING CONDITIONS. B. WHERE WALLS, CEILINGS, STRUCTURES, ETC., ARE INDICATED AS BEING REMOVED ON GENERAL OR ELECTRICAL DRAWINGS, THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REMOVAL OF ALL ELECTRICAL EQUIPMENT, DEVICES, FIXTURES, RACEWAYS, WIRING, SYSTEMS, ETC., FROM THE REMOVED AREA. C. WHERE CEILINGS, WALLS, STRUCTURES, ETC., ARE TEMPORARILY REMOVED AND REPLACED BY OTHERS, THIS CONTRACTOR SHALL BE RESPONSIBLE FOR THE REMOVAL, STORAGE, AND REPLACEMENT OF EQUIPMENT, DEVICES, FIXTURES, RACEWAYS, WIRING, SYSTEMS, ETC. D. WHERE MECHANICAL OR TECHNOLOGY EQUIPMENT IS INDICATED AS BEING REMOVED ON ELECTRICAL, MECHANICAL, OR TECHNOLOGY DRAWINGS, THE CONTRACTOR SHALL BE RESPONSIBLE FOR DISCONNECTING THE EQUIPMENT AND REMOVING ALL STARTERS, VFD, CONTROLLERS, ELECTRICAL EQUIPMENT, RACEWAYS, WIRING, ETC. ASSOCIATED WITH THE DEVICE. E. VERIFY THAT ABANDONED WIRING AND EQUIPMENT SERVE ONLY ABANDONED EQUIPMENT OR FACILITIES. EXTEND CONDUIT AND WIRE TO FACILITIES AND EQUIPMENT THAT WILL REMAIN IN OPERATION FOLLOWING DEMOLITION. EXTENSION OF CONDUIT AND WIRE TO EQUIPMENT SHALL BE COMPATIBLE WITH THE SURROUNDING AREA. EXTENDED CONDUIT AND CONDUCTORS TO MATCH EXISTING SIZE AND MATERIAL. F. COORDINATE SCOPE OF WORK WITH ALL OTHER CONTRACTORS AND THE OWNER AT THE PROJECT SITE. SCHEDULE REMOVAL OF EQUIPMENT AND ELECTRICAL SERVICE TO AVOID CONFLICTS. G. BID SUBMITTAL SHALL MEAN THE CONTRACTOR HAS VISITED THE PROJECT SITE AND HAS VERIFIED EXISTING CONDITIONS AND SCOPE OF WORK. 3.2 PREPARATION A. THE CONTRACTOR SHALL OBTAIN APPROVAL FROM THE OWNER BEFORE TURNING OFF POWER TO CIRCUITS, FEEDERS, PANELS, ETC. COORDINATE ALL OUTAGES WITH OWNER. B. PROVIDE TEMPORARY WIRING AND CONNECTIONS TO MAINTAIN EXISTING SYSTEMS IN SERVICE DURING CONSTRUCTION. WHEN WORK MUST BE PERFORMED ON ENERGIZED EQUIPMENT OR CIRCUITS, USE PERSONNEL EXPERIENCED IN SUCH OPERATIONS. ASSUME ALL EQUIPMENT AND SYSTEMS MUST REMAIN OPERATIONAL UNLESS SPECIFICALLY NOTED OTHERWISE ON DRAWINGS. C. DISCONNECT ELECTRICAL SYSTEMS IN WALLS, FLOORS, STRUCTURES, AND CEILINGS SCHEDULED FOR REMOVAL. D. EXISTING ELECTRICAL SERVICE: MAINTAIN EXISTING SYSTEM IN SERVICE UNTIL NEW SYSTEM IS COMPLETE AND READY FOR SERVICE. DISABLE SYSTEM ONLY TO MAKE SWITCHOVERS AND CONNECTIONS. OBTAIN PERMISSION FROM OWNER AT LEAST 72 HOURS BEFORE PARTIALLY OR COMPLETELY DISABLING SYSTEM. MINIMIZE OUTAGE DURATION. 3.3 DEMOLITION AND EXTENSION OF EXISTING ELECTRICAL WORK A. DEMOLISH AND EXTEND EXISTING ELECTRICAL WORK UNDER PROVISIONS OF DIVISION 1 OF SPECIFICATIONS AND THIS SECTION. B. REMOVE, RELOCATE, AND EXTEND EXISTING INSTALLATIONS TO ACCOMMODATE NEW CONSTRUCTION. C. REMOVE ABANDONED WIRING AND RACEWAY TO SOURCE OF SUPPLY. D. REMOVE EXPOSED ABANDONED RACEWAY, INCLUDING ABANDONED RACEWAY ABOVE ACCESSIBLE CEILING FINISHES. CUT RACEWAY FLUSH WITH WALLS AND FLOORS, AND PATCH SURFACES. REMOVE ALL ASSOCIATED CLAMPS, HANGERS, SUPPORTS, ETC. ASSOCIATED WITH RACEWAY REMOVAL. E. DISCONNECT AND REMOVE OUTLETS AND DEVICES THAT ARE TO BE DEMOLISHED. REMOVE OUTLET OR DEVICES' ASSOCIATED BACK BOX, SUPPORTS, AND CONDUIT AND CONDUCTORS BACK TO SOURCE. PATCH OPENING CREATED FROM REMOVAL OF DEVICE TO MATCH SURROUNDING FINISHES. F. DISCONNECT AND REMOVE ABANDONED PANELBOARDS AND DISTRIBUTION EQUIPMENT. G. DISCONNECT AND REMOVE ELECTRICAL DEVICES AND EQUIPMENT SERVING UTILIZATION EQUIPMENT THAT HAS BEEN REMOVED. H. DISCONNECT AND REMOVE ABANDONED LUMINAIRES. REMOVE BRACKETS, STEMS, HANGERS, AND OTHER ACCESSORIES. BALLASTS IN LIGHT FIXTURES INSTALLED PRIOR TO 1980 SHALL BE INCINERATED IN EPA APPROVED INCINERATOR OR DISPOSED OF IN EPA CERTIFIED CONTAINERS AND DEPOSITED IN AN EPA LANDFILL CERTIFIED FOR PCB DISPOSAL OR RECYCLED BY PERMITTED BALLAST RECYCLER. PUNCTURED OR LEAKING BALLASTS MUST BE DISPOSED OF ACCORDING TO FEDERAL REGULATIONS UNDER THE TOXIC SUBSTANCE CONTROL ACT. PROVIDE OWNER AND ARCHITECT/ENGINEER WITH A CERTIFICATE OF DESTRUCTION TO VERIFY PROPER DISPOSAL. I. REPAIR ADJACENT CONSTRUCTION AND FINISHES DAMAGED DURING DEMOLITION AND EXTENSION WORK. PATCH OPENINGS TO MATCH EXISTING SURROUNDING FINISHES. J. MAINTAIN ACCESS TO EXISTING ELECTRICAL INSTALLATIONS THAT REMAIN ACTIVE. MODIFY INSTALLATION OR PROVIDE JUNCTION BOXES AND ACCESS PANEL AS APPROPRIATE. K. EXTEND EXISTING INSTALLATIONS USING MATERIALS AND METHODS COMPATIBLE WITH EXISTING ELECTRICAL INSTALLATIONS, OR AS SPECIFIED. EXTENDED CONDUIT AND CONDUCTORS TO MATCH EXISTING SIZE AND MATERIAL. L. HID AND FLUORESCENT LAMPS, DETERMINED BY THE TOXICITY CHARACTERISTIC LEACHATE PROCEDURE (TCLP), TO BE HAZARDOUS WASTE SHALL BE DISPOSED OF IN AN EPA-PERMITTED HAZARDOUS WASTE DISPOSAL FACILITY OR BY A PERMITTED LAMP RECYCLER. M. REGULATORY REQUIREMENTS: COMPLY WITH GOVERNING EPA NOTIFICATION REGULATIONS BEFORE BEGINNING DEMOLITION. COMPLY WITH HAULING AND DISPOSAL REGULATIONS OF AUTHORITIES HAVING JURISDICTION. N. THIS CONTRACTOR IS RESPONSIBLE FOR ALL COSTS INCURRED IN REPAIR, RELOCATIONS, OR REPLACEMENT OF ANY CABLES, CONDUITS, OR OTHER SERVICES IF DAMAGED WITHOUT PROPER INVESTIGATION. 3.4 CLEANING AND REPAIR A. CLEAN AND REPAIR EXISTING MATERIALS AND EQUIPMENT THAT REMAIN OR ARE TO BE REUSED. B. PANELBOARDS: CLEAN EXPOSED SURFACES AND CHECK TIGHTNESS OF ELECTRICAL CONNECTIONS. REPLACE DAMAGED CIRCUIT BREAKERS AND PROVIDE CLOSURE PLATES FOR VACANT POSITIONS. PROVIDE TYPED CIRCUIT DIRECTORY SHOWING REVISED CIRCUITING ARRANGEMENT. C. ELECTRICAL ITEMS (E.G., LIGHTING FIXTURES, RECEPTACLES, SWITCHES, CONDUIT, WIRE, ETC.) REMOVED AND NOT RELOCATED REMAIN THE PROPERTY OF THE OWNER. CONTRACTOR SHALL PLACE ITEMS RETAINED BY THE OWNER IN A LOCATION COORDINATED WITH THE OWNER. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DISPOSAL OF MATERIAL THE OWNER DOES NOT WANT. 3.5 INSTALLATION A. INSTALL RELOCATED MATERIALS AND EQUIPMENT UNDER THE PROVISIONS OF DIVISION 1 OF SPECIFICATIONS. END OF SECTION • SECTION 26 05 05 -ELECTRICAL DEMOLITION FOR REMODELING • SECTION 26 05 13 -WIRE AND CABLE • SECTION 26 05 26 -GROUNDING AND BONDING • SECTION 26 05 27 -SUPPORTING DEVICES • SECTION 26 05 33 -CONDUIT AND BOXES SECTION 26 05 13 -WIRE AND CABLE PART 1 -GENERAL 1.1 SECTION INCLUDES A. BUILDING WIRE B. CABLING FOR REMOTE CONTROL, SIGNAL, AND POWER LIMITED CIRCUITS 1.2 RELATED WORK A. SECTION 26 05 53 -ELECTRICAL IDENTIFICATION: REFER TO ELECTRICAL IDENTIFICATION FOR COLOR AND IDENTIFICATION LABELING REQUIREMENTS. 1.3 REFERENCES A. NEMA WC 70 -POWER CABLES RATED 2,000V OR LESS FOR THE DISTRIBUTION OF ELECTRICAL ENERGY B. CEC CALIFORNIA ELECTRICAL CODE C. UL 44 -THERMOSET-INSULATED WIRES AND CABLES D. UL 83 -THERMOPLASTIC-INSULATED WIRES AND CABLES E. UL 1581 -STANDARD FOR ELECTRICAL WIRES, CABLES, AND FLEXIBLE CORDS 1.4 SUBMITTALS A. SUBMIT SHOP DRAWINGS AND PRODUCT DATA UNDER THE PROVISIONS OF SECTION 26 05 00. PART 2 -PRODUCTS 2.1 BUILDING WIRE A. FEEDERS AND BRANCH CIRCUITS 8 AWG AND LARGER: COPPER, STRANDED CONDUCTOR, 600- VOLT INSULATION, THHN/THWN OR XHHW-2. B. FEEDERS AND BRANCH CIRCUITS 10 AWG AND SMALLER: COPPER, SOLID OR STRANDED CONDUCTOR, 600-VOLT INSULATION, THHN/THWN, UNLESS OTHERWISE NOTED ON THE DRAWINGS. C. CONTROL CIRCUITS: COPPER, STRANDED CONDUCTOR 600-VOLT INSULATION, THHN/THWN. D. EACH 120 AND 277-VOLT BRANCH CIRCUIT SHALL HAVE A DEDICATED NEUTRAL CONDUCTOR. NEUTRAL CONDUCTORS SHALL BE CONSIDERED CURRENT-CARRYING CONDUCTORS FOR WIRE DERATING. 2.2 CABLING FOR REMOTE CONTROL, SIGNAL, AND POWER LIMITED CIRCUITS A. WIRE FOR THE FOLLOWING SPECIALIZED SYSTEMS SHALL BE AS DESIGNATED ON THE DRAWINGS, OR ELSEWHERE IN THESE SPECIFICATIONS. IF NOT DESIGNATED ON THE DRAWINGS OR SPECIFICATIONS, THE SYSTEM MANUFACTURER'S RECOMMENDATIONS SHALL BE FOLLOWED. 1. FIRE ALARM 2. LOW VOLTAGE SWITCHING AND LIGHTING CONTROL 2.3 HEALTHCARE RATED AC CABLE A. HEALTHCARE GRADE ARMORED CABLE WITH REDUNDANT COPPER GROUND CONDUCTOR WITH GREEN IDENTIFYING STRIP ON THE EXTERIOR OF THE ARMOR. B. ARMORED CABLE SHALL BE CONSTRUCTED IN ACCORDANCE WITH UL, INC STANDARD FOR TYPE AC CABLES, UL 4, AND INCLUDE A FLEXIBLE METALLIC INTERLOCKED ARMOR, LISTED AS A REDUNDANT GROUND PATH. C. MINIMUM CONDUCTOR SIZE FOR BRANCH CIRCUIT WIRING SHALL BE 12 AWG. EACH 120 AND 277 VOLT CIRCUIT SHALL HAVE A DEDICATED NEUTRAL CONDUCTOR. D. CABLE SHALL BE SUPPORTED BY AN APPROVED MEANS EVERY 4.5 FEET AND WITHIN 12 INCHES OR OUTLLET BOXES, JUNCTION BOXES, OR FITTINGS. PART 3 -EXECUTION 3.1 WIRE AND CABLE INSTALLATION SCHEDULE A. ABOVE ACCESSIBLE CEILINGS: 1. BUILDING WIRE SHALL BE INSTALLED IN RACEWAY. 2. METAL CLAD CABLE, TYPE MC, 1/2" SIZE WITH MINIMUM #12 CONDUCTORS AND GROUND, SHALL BE ALLOWED FOR FLEXIBLE WHIPS TO INDIVIDUAL LUMINAIRES ON NON-ESSENTIAL CIRCUITS. THE FLEXIBLE WHIPS SHALL BE BETWEEN 18" TO 72" IN LENGTH PER ELECTRICAL CODE. B.ALL OTHER LOCATIONS: BUILDING WIRE IN RACEWAY. C.ABOVE GRADE: ALL CONDUCTORS INSTALLED ABOVE GRADE SHALL BE TYPE "THHN". 3.2 GENERAL WIRING METHODS A. USE NO WIRE SMALLER THAN 12 AWG FOR POWER AND LIGHTING CIRCUITS, AND NO SMALLER THAN 14 AWG FOR CONTROL WIRING. B. USE NO WIRE SMALLER THAN 18 AWG FOR LOW VOLTAGE CONTROL WIRING BELOW 100 VOLTS. C. USE 10 AWG CONDUCTOR FOR 20 AMPERE, 120-VOLT BRANCH CIRCUIT HOME RUNS LONGER THAN 75 FEET, AND FOR 20 AMPERE, 277-VOLT BRANCH CIRCUIT HOME RUNS LONGER THAN 200 FEET. D. THE AMPACITY OF MULTIPLE CONDUCTORS IN ONE CONDUIT SHALL BE DERATED PER THE ELECTRICAL CODE. IN NO CASE SHALL MORE THAN 4 CONDUCTORS BE INSTALLED IN ONE CONDUIT TO SUCH LOADS AS MOTORS LARGER THAN 1/4 HP, PANELBOARDS, MOTOR CONTROL CENTERS, ETC. E. WHERE INSTALLING PARALLEL FEEDERS, PLACE AN EQUAL NUMBER OF CONDUCTORS FOR EACH PHASE OF A CIRCUIT IN SAME RACEWAY OR CABLE. F. SPLICE ONLY IN JUNCTION OR OUTLET BOXES. G. NEATLY TRAIN AND LACE WIRING INSIDE BOXES, EQUIPMENT, AND PANELBOARDS. H. MAKE CONDUCTOR LENGTHS FOR PARALLEL CIRCUITS EQUAL. I. ALL CONDUCTORS SHALL BE CONTINUOUS IN CONDUIT FROM LAST OUTLET TO THEIR TERMINATION. J. TERMINATE ALL SPARE CONDUCTORS ON TERMINAL BLOCKS, AND LABEL THE SPARE CONDUCTORS. K. CABLES OR WIRES SHALL NOT BE LAID OUT ON THE GROUND BEFORE PULLING. L. CABLES OR WIRES SHALL NOT BE DRAGGED OVER EARTH OR PAVING. M. CARE SHALL BE TAKEN SO AS NOT TO SUBJECT THE CABLE OR WIRE TO HIGH MECHANICAL STRESSES THAT WOULD CAUSE DAMAGE TO THE WIRE AND CABLE. N. AT LEAST SIX (6)-INCH LOOPS OR ENDS SHALL BE LEFT AT EACH OUTLET FOR INSTALLATION CONNECTION OF LUMINAIRES OR OTHER DEVICES. O. ALL WIRES IN OUTLET BOXES NOT CONNECTED TO FIXTURES OR OTHER DEVICES SHALL BE ROLLED UP, SPLICED IF CONTINUITY OF CIRCUIT IS REQUIRED, AND INSULATED. 3.3 WIRING INSTALLATION IN RACEWAYS A. PULL ALL CONDUCTORS INTO A RACEWAY AT THE SAME TIME. USE UL LISTED WIRE PULLING LUBRICANT FOR PULLING 4 AWG AND LARGER WIRES. B. PULLING SHALL BE CONTINUOUS WITHOUT UNNECESSARY STOPS AND STARTS WITH WIRE OR CABLE ONLY PARTIALLY THROUGH RACEWAY. C. WHERE REELS OF CABLE OR WIRE ARE USED, THEY SHALL BE SET UP ON JACKS CLOSE TO THE POINT WHERE THE WIRE OR CABLE ENTERS THE CONDUIT OR DUCT SO THAT THE CABLE OR WIRE MAY BE UNREELED AND RUN INTO THE CONDUIT OR DUCT WITH A MINIMUM OF CHANGE IN THE DIRECTION OF THE BEND. D. CONDUCTORS SHALL NOT BE PULLED THROUGH CONDUITS UNTIL PLASTERING OR MASONRY WORK IS COMPLETED AND CONDUITS ARE FREE FROM MOISTURE. CARE SHALL BE TAKEN SO THAT LONG PULLS OF WIRE OR PULLS AROUND SEVERAL BENDS ARE NOT MADE WHERE THE WIRE MAY BE PERMANENTLY STRETCHED AND THE INSULATION DAMAGED. E. ONLY NYLON ROPE SHALL BE PERMITTED TO PULL CABLES INTO CONDUIT AND DUCTS. F. COMPLETELY AND THOROUGHLY SWAB RACEWAY SYSTEM BEFORE INSTALLING CONDUCTORS. G. CONDUCTOR SUPPORTS IN VERTICAL RACEWAYS: 1. SUPPORT CONDUCTORS IN VERTICAL RACEWAYS IN ACCORDANCE WITH THE ELECTRICAL CODE SPACING OF CONDUCTORS SUPPORTS. 2. SUPPORTS SHALL BE OF INSULATED WEDGE TYPE (OZ GEDNEY TYPE S, OR EQUAL) AND INSTALLED IN A TAPERED INSULATED BUSHING FITTING OR A METAL WOVEN MESH WITH A SUPPORT RING THAT FITS INSIDE CONDUIT FITTING INSTALLED IN AN ACCESSIBLE JUNCTION BOX (HUBBELL KELLEMS SUPPORT GRIP OR EQUAL). 3.4 WIRING CONNECTIONS AND TERMINATIONS A. SPLICE AND TAP ONLY IN ACCESSIBLE JUNCTION BOXES. B. USE SOLDERLESS, TIN-PLATED COPPER, COMPRESSION TERMINALS (LUGS) APPLIED WITH CIRCUMFERENTIAL CRIMP FOR CONDUCTOR TERMINATIONS, 8 AWG AND LARGER. C. USE SOLDERLESS, TIN-PLATED, COMPRESSION TERMINALS (LUGS) APPLIED WITH INDENTER CRIMP FOR COPPER CONDUCTOR TERMINATIONS, 10 AWG AND SMALLER. D. USE SOLDERLESS PRESSURE CONNECTORS WITH INSULATING COVERS FOR COPPER WIRE SPLICES AND TAPS, 8 AWG AND SMALLER. FOR 10 AWG AND SMALLER, USE INSULATED SPRING WIRE CONNECTORS WITH PLASTIC CAPS. E. USE COMPRESSION CONNECTORS APPLIED WITH CIRCUMFERENTIAL CRIMP FOR CONDUCTOR SPLICES AND TAPS, 6 AWG AND LARGER. TAPE UNINSULATED CONDUCTORS AND CONNECTORS WITH ELECTRICAL TAPE TO 150 PERCENT OF THE INSULATION VALUE OF CONDUCTOR. F. THOROUGHLY CLEAN WIRES BEFORE INSTALLING LUGS AND CONNECTORS. G. MAKE SPLICES, TAPS AND TERMINATIONS TO CARRY FULL AMPACITY OF CONDUCTORS WITHOUT PERCEPTIBLE TEMPERATURE RISE. H. PHASE SEQUENCE: ALL APPARATUS SHALL BE CONNECTED TO OPERATE IN THE PHASE SEQUENCE A-B-C REPRESENTING THE TIME SEQUENCE IN WHICH THE PHASE CONDUCTORS SO IDENTIFIED REACH POSITIVE MAXIMUM VOLTAGE. I. AS A GENERAL RULE, APPLICABLE TO SWITCHES, CIRCUIT BREAKERS, STARTERS, PANELBOARDS, SWITCHGEAR AND THE LIKE, THE CONNECTIONS TO PHASE CONDUCTORS ARE INTENDED THUS: 1. FACING THE FRONT AND OPERATING SIDE OF THE EQUIPMENT, THE PHASE IDENTIFICATION SHALL BE: a. LEFT TO RIGHT -A-B-C b. TOP TO BOTTOM -A-B-C J.CONNECTION REVISIONS AS REQUIRED TO ACHIEVE CORRECT ROTATION OF MOTORS SHALL BE MADE AT THE LOAD TERMINALS OF THE STARTERS OR DISCONNECT SWITCHES. 3.5 FIELD QUALITY CONTROL A. FIELD INSPECTION AND TESTING WILL BE PERFORMED UNDER PROVISIONS OF DIVISION 1. B. INSPECT WIRE AND CABLE FOR PHYSICAL DAMAGE AND PROPER CONNECTION. C. TORQUE TEST CONDUCTOR CONNECTIONS AND TERMINATIONS TO MANUFACTURER'S RECOMMENDED VALUES. D. PERFORM CONTINUITY TEST ON ALL POWER AND EQUIPMENT BRANCH CIRCUIT CONDUCTORS. VERIFY PROPER PHASING CONNECTIONS. END OF SECTION SECTION 26 05 26 -GROUNDING AND BONDING PART 1 -GENERAL 1.1 SECTION INCLUDES A. EQUIPMENT GROUNDING SYSTEM 1.2 REFERENCES A. CEC CALIFORNIA ELECTRICAL CODE B. NFPA 99 -STANDARD FOR HEALTHCARE FACILITIES 1.3 SUMMARY A. THIS SECTION INCLUDES GROUNDING OF ELECTRICAL SYSTEMS AND EQUIPMENT. GROUNDING REQUIREMENTS SPECIFIED IN THIS SECTION MAY BE SUPPLEMENTED BY SPECIAL REQUIREMENTS OF SYSTEMS DESCRIBED IN OTHER SECTIONS. PART 2 -PRODUCTS 2.1 GROUNDING CONDUCTORS A. FOR INSULATED CONDUCTORS, COMPLY WITH DIVISION 26 SECTION 26 05 13 "WIRE AND CABLE". B. MATERIAL: COPPER. C. EQUIPMENT GROUNDING CONDUCTORS: INSULATED. REFER TO SECTION 26 05 53 FOR INSULATION COLOR. 2.2 CONNECTOR PRODUCTS A. COMPLY WITH UL 467; LISTED FOR USE FOR SPECIFIC TYPES, SIZES, AND COMBINATIONS OF CONDUCTORS AND CONNECTED ITEMS. B. CONNECTORS: HYDRAULIC COMPRESSION TYPE, IN KIT FORM, AND SELECTED PER MANUFACTURER'S WRITTEN INSTRUCTIONS. C. BOLTED CONNECTORS: BOLTED-PRESSURE-TYPE CONNECTORS. PART 3 -EXECUTION 3.1 CONNECTIONS A. GENERAL: MAKE CONNECTIONS SO GALVANIC ACTION OR ELECTROLYSIS POSSIBILITY IS MINIMIZED. SELECT CONNECTORS, CONNECTION HARDWARE, CONDUCTORS, AND CONNECTION METHODS SO METALS IN DIRECT CONTACT WILL BE GALVANICALLY COMPATIBLE. 1. USE ELECTROPLATED OR HOT-TIN-COATED MATERIALS TO ENSURE HIGH CONDUCTIVITY AND TO MAKE CONTACT POINTS CLOSER TO ORDER OF GALVANIC SERIES. 2. MAKE CONNECTIONS WITH CLEAN, BARE METAL AT POINTS OF CONTACT. 3. MAKE ALUMINUM-TO-STEEL CONNECTIONS WITH STAINLESS-STEEL SEPARATORS AND MECHANICAL CLAMPS. 4. MAKE ALUMINUM-TO-GALVANIZED STEEL CONNECTIONS WITH TIN-PLATED COPPER JUMPERS AND MECHANICAL CLAMPS. 5. COAT AND SEAL CONNECTIONS HAVING DISSIMILAR METALS WITH INERT MATERIAL TO PREVENT FUTURE PENETRATION OF MOISTURE TO CONTACT SURFACES. B.COMPRESSION-TYPE CONNECTIONS: USE HYDRAULIC COMPRESSION TOOLS TO PROVIDE CORRECT CIRCUMFERENTIAL PRESSURE FOR COMPRESSION CONNECTORS. USE TOOLS AND DIES RECOMMENDED BY CONNECTOR MANUFACTURER. PROVIDE EMBOSSING DIE CODE OR OTHER STANDARD METHOD TO MAKE A VISIBLE INDICATION THAT A CONNECTOR HAS BEEN ADEQUATELY COMPRESSED ON GROUNDING CONDUCTOR. C.EQUIPMENT GROUNDING CONDUCTOR TERMINATIONS: FOR NO. 8 AWG AND LARGER, USE PRESSURE-TYPE GROUNDING LUGS. NO. 10 AWG AND SMALLER GROUNDING CONDUCTORS MAY BE TERMINATED WITH WINGED PRESSURE-TYPE CONNECTORS. D.NONCONTACT METAL RACEWAY TERMINATIONS: IF METALLIC RACEWAYS TERMINATE AT METAL HOUSINGS WITHOUT MECHANICAL AND ELECTRICAL CONNECTION TO HOUSING, TERMINATE EACH CONDUIT WITH A GROUNDING BUSHING. CONNECT GROUNDING BUSHINGS WITH A BARE GROUNDING CONDUCTOR TO GROUNDING BUS OR TERMINAL IN HOUSING. BOND ELECTRICALLY NON-CONTINUOUS CONDUITS AT ENTRANCES AND EXITS WITH GROUNDING BUSHINGS AND BARE GROUNDING CONDUCTORS, UNLESS OTHERWISE INDICATED. E.CONNECTIONS AT BACK BOXES, JUNCTION BOXES, PULL BOXES, AND EQUIPMENT TERMINATIONS: THE EQUIPMENT GROUNDING CONDUCTOR(S) ASSOCIATED WITH ALL CIRCUITS IN THE BOX SHALL BE CONNECTED TOGETHER AND TO THE BOX USING A SUITABLE GROUNDING SCREW. THE REMOVAL OF THE RESPECTIVE RECEPTACLE, LUMINAIRE, OR OTHER DEVICE SERVED BY THE BOX SHALL NOT INTERRUPT THE GROUNDING CONTINUITY. F.TIGHTEN SCREWS AND BOLTS FOR GROUNDING AND BONDING CONNECTORS AND TERMINALS ACCORDING TO MANUFACTURER'S PUBLISHED TORQUE-TIGHTENING VALUES. IF MANUFACTURER'S TORQUE VALUES ARE NOT INDICATED, USE THOSE SPECIFIED IN UL 486A. G.MOISTURE PROTECTION: IF INSULATED GROUNDING CONDUCTORS ARE CONNECTED TO GROUND RODS OR GROUNDING BUSES, INSULATE ENTIRE AREA OF CONNECTION AND SEAL AGAINST MOISTURE PENETRATION OF INSULATION AND CABLE. 3.2 INSTALLATION A. GROUNDING CONDUCTORS: ROUTE ALONG SHORTEST AND STRAIGHTEST PATHS POSSIBLE, UNLESS OTHERWISE INDICATED. AVOID OBSTRUCTING ACCESS OR PLACING CONDUCTORS WHERE THEY MAY BE SUBJECTED TO STRAIN, IMPACT, OR DAMAGE. EACH GROUNDING CONDUCTOR THAT PASSES THROUGH A BELOW GRADE WALL MUST BE PROVIDED WITH A WATERSTOP. B. IN RACEWAYS, USE INSULATED EQUIPMENT GROUNDING CONDUCTORS. 3.3 EQUIPMENT GROUNDING SYSTEM A. COMPLY WITH ELECTRICAL CODE, FOR TYPES, SIZES, AND QUANTITIES OF EQUIPMENT GROUNDING CONDUCTORS, UNLESS SPECIFIC TYPES, LARGER SIZES, OR MORE CONDUCTORS THAN REQUIRED BY ELECTRICAL CODE ARE INDICATED. B. INSTALL EQUIPMENT GROUNDING CONDUCTORS IN ALL FEEDERS AND CIRCUITS. TERMINATE EACH END ON A GROUNDING LUG OR BUS. END OF SECTION SECTION 26 05 27 -SUPPORTING DEVICES PART 1 -GENERAL 1.1 SECTION INCLUDES A. CONDUIT AND EQUIPMENT SUPPORTS B. FASTENING HARDWARE 1.2 QUALITY ASSURANCE A. SUPPORT SYSTEMS SHALL BE ADEQUATE FOR WEIGHT OF EQUIPMENT AND CONDUIT, INCLUDING WIRING, WHICH THEY CARRY. PART 2 -PRODUCTS 2.1 MANUFACTURERS A. COOPER B-LINE B. ERICO, INC. C. HILTI 2.2 MATERIAL A. SUPPORT CHANNEL: HOT-DIP GALVANIZED FOR INTERIOR/DRY LOCATIONS. ALL FIELD CUT ENDS SHALL BE TOUCHED UP WITH MATCHING FINISH TO INHIBIT RUSTING. B. HARDWARE: CORROSION RESISTANT. PART 3 -EXECUTION 3.1 INSTALLATION A. FASTEN HANGER RODS, CONDUIT CLAMPS, AND OUTLET AND JUNCTION BOXES TO BUILDING STRUCTURE USING EXPANSION ANCHORS IN CONCRETE AND BEAM CLAMPS ON STRUCTURAL STEEL. B. TRAPEZE SUPPORT INSTALLATION: CUT HANGER RODS BACK AT TRAPEZE SUPPORTS SO THEY DO NOT EXTEND MORE THAN 3/4" BELOW BOTTOM FACE OF LOWEST FASTENER AND BLUNT ANY SHARP EDGES. C. USE TOGGLE BOLTS OR HOLLOW WALL FASTENERS IN HOLLOW MASONRY, PLASTER, OR GYPSUM BOARD PARTITIONS AND WALLS; EXPANSION ANCHORS OR PRESET INSERTS IN SOLID MASONRY WALLS; SELF-DRILLING ANCHORS OR EXPANSION ANCHOR ON CONCRETE SURFACES; SHEET METAL SCREWS IN SHEET METAL STUDS; AND WOOD SCREWS IN WOOD CONSTRUCTION. D. DO NOT FASTEN SUPPORTS TO CEILING SYSTEMS, PIPING, DUCTWORK, MECHANICAL EQUIPMENT, OR CONDUIT, UNLESS OTHERWISE NOTED. E. DO NOT USE POWDER-ACTUATED ANCHORS WITHOUT SPECIFIC PERMISSION. F. DO NOT DRILL STRUCTURAL STEEL MEMBERS. G. BRIDGE STUDS TOP AND BOTTOM WITH CHANNELS TO SUPPORT FLUSH-MOUNTED CABINETS AND PANELBOARDS IN STUD WALLS. 3.2 FINISH A. PRIME COAT EXPOSED STEEL HANGERS AND SUPPORTS. HANGERS AND SUPPORTS IN CRAWL SPACES, PIPE SHAFTS, AND ABOVE SUSPENDED CEILING SPACES ARE NOT CONSIDERED EXPOSED. B. TRIM ALL ENDS OF EXPOSED FIELD FABRICATED STEEL HANGERS, SLOTTED CHANNEL AND THREADED ROD TO WITHIN 1" OF SUPPORT OR FASTENER TO ELIMINATE POTENTIAL INJURY TO PERSONNEL UNLESS SHOWN OTHERWISE ON THE DRAWINGS. SMOOTH ENDS AND INSTALL ELASTOMERIC INSULATION WITH TWO COATS OF LATEX PAINT IF EXPOSED STEEL IS WITHIN 6'-6" OF FINISH FLOOR AND PRESENTS POTENTIAL INJURY TO PERSONNEL. END OF SECTION SECTION 26 05 33 -CONDUIT AND BOXES PART 1 -GENERAL 1.1 SECTION INCLUDES A. RIGID METALLIC CONDUIT AND FITTINGS (RMC) B. ELECTRICAL METALLIC TUBING AND FITTINGS (EMT) C. FLEXIBLE METALLIC CONDUIT AND FITTINGS (FMC) D. LIQUIDTIGHT FLEXIBLE METALLIC CONDUIT AND FITTINGS (LFMC) E. WALL AND CEILING OUTLET BOXES F. ELECTRICAL CONNECTION G. PULL AND JUNCTION BOXES H. HANDHOLES 1.2 RELATED WORK A. SECTION 26 05 53 -ELECTRICAL IDENTIFICATION: REFER TO ELECTRICAL IDENTIFICATION FOR COLOR AND IDENTIFICATION LABELING REQUIREMENTS. 1.3 REFERENCES A. AMERICAN NATIONAL STANDARDS INSTITUTE (ANSI): 1. ANSI C80.1 -RIGID STEEL CONDUIT, ZINC-COATED 2. ANSI C80.3 -ELECTRICAL METALLIC TUBING, ZINC-COATED AND FITTINGS 3. ANSI C80.4 -FITTINGS FOR RIGID METAL CONDUIT AND ELECTRICAL METALLIC TUBING 4. ANSI/NEMA OS 1 -SHEET-STEEL OUTLET BOXES, DEVICE BOXES, COVERS AND BOX SUPPORTS B.FEDERAL SPECIFICATIONS (FS): 1. A-A-50553A -FITTINGS FOR CONDUIT, METAL, RIGID, (THICK-WALL AND THIN-WALL (EMT) TYPE 2. A-A-55810 -SPECIFICATION FOR FLEXIBLE METAL CONDUIT C.NECA "STANDARDS OF INSTALLATION" D.NATIONAL ELECTRICAL MANUFACTURERS ASSOCIATION (NEMA): 1. ANSI/NEMA FB 1 -FITTINGS, CAST METAL BOXES, AND CONDUIT BODIES FOR CONDUIT, ELECTRICAL METALLIC TUBING AND CABLE E.CEC CALIFORNIA ELECTRICAL CODE F.UNDERWRITERS LABORATORIES (UL): APPLICABLE LISTINGS 1. UL 1 -FLEXIBLE METAL CONDUIT 2. UL 6 -RIGID METAL CONDUIT 3. UL 360 -LIQUID TIGHT FLEXIBLE STEEL CONDUIT 4. UL514-B -CONDUIT TUBING AND CABLE FITTINGS 5. UL797 -ELECTRICAL METAL TUBING G.DEFINITIONS: 1. FITTINGS: CONDUIT CONNECTION OR COUPLING. 2. BODY: ENLARGED FITTINGS WITH OPENING ALLOWING ACCESS TO THE CONDUCTORS FOR PULLING PURPOSES ONLY. 3. MECHANICAL SPACES: ENCLOSED AREAS, USUALLY KEPT SEPARATED FROM THE GENERAL PUBLIC, WHERE THE PRIMARY USE IS TO HOUSE SERVICE EQUIPMENT AND TO ROUTE SERVICES. THESE SPACES GENERALLY HAVE EXPOSED STRUCTURES, BARE CONCRETE AND NON-ARCHITECTURALLY EMPHASIZED FINISHES. 4. FINISHED SPACES: ENCLOSED AREAS WHERE THE PRIMARY USE IS TO HOUSE PERSONNEL AND THE GENERAL PUBLIC. THESE SPACES GENERALLY HAVE ARCHITECTURALLY EMPHASIZED FINISHES, CEILINGS AND/OR FLOORS. 5. CONCEALED: NOT VISIBLE BY THE GENERAL PUBLIC. OFTEN INDICATES A LOCATION EITHER ABOVE THE CEILING, IN THE WALLS, IN OR BENEATH THE FLOOR SLAB, IN COLUMN COVERINGS, OR IN THE CEILING CONSTRUCTION. 6. ABOVE GRADE: NOT DIRECTLY IN CONTACT WITH THE EARTH. FOR EXAMPLE, AN INTERIOR WALL LOCATED AT AN ELEVATION BELOW THE FINISHED GRADE SHALL BE CONSIDERED ABOVE GRADE BUT A WALL RETAINING EARTH SHALL BE CONSIDERED BELOW GRADE. 1.4 SUBMITTALS A. INCLUDE FITTINGS AND CONDUITS. INCLUDE ALL IN-FLOOR AND UNDERFLOOR CONDUIT IN COORDINATION FILES. REFER TO SECTION 26 05 00 FOR COORDINATION DRAWING REQUIREMENTS. PART 2 -PRODUCTS 2.1 RIGID METALLIC CONDUIT (RMC) AND FITTINGS A. MANUFACTURERS: 1. ALLIED 2. LTV 3. STEELDUCT 4. CALBOND CALPIPE 5. WHEATLAND TUBE CO 6. O-Z GEDNEY 7. OR APPROVED EQUAL. B.MANUFACTURERS OF RMC CONDUIT FITTINGS: 1. APPLETON ELECTRIC 2. O-Z/GEDNEY CO. 3. ELECTROLINE 4. RACO 5. BRIDGEPORT 6. MIDWEST 7. REGAL 8. THOMAS & BETTS 9. ORBIT INDUSTRIES 10. OR APPROVED EQUAL. C.MINIMUM SIZE GALVANIZED STEEL: 3/4 INCH, UNLESS OTHERWISE NOTED. D.FITTINGS AND CONDUIT BODIES: 1. END BELL FITTINGS: MALLEABLE IRON, HOT DIP GALVANIZED, THREADED FLARE TYPE WITH PROVISIONS FOR MOUNTING TO FORM. 2. EXPANSION JOINTS: MALLEABLE IRON AND HOT DIP GALVANIZED PROVIDING A MINIMUM OF 4 INCHES OF MOVEMENT. FITTING SHALL BE WATERTIGHT W ITH AN INSULATING BUSHING AND A BONDING JUMPER. 3. CONDUIT END BUSHINGS: MALLEABLE IRON TYPE WITH MOLDED-ON HIGH IMPACT PHENOLIC THERMOSETTING INSULATION. WHERE REQUIRED ELSEWHERE IN THE CONTRACT DOCUMENTS, BUSHING SHALL BE COMPLETE WITH GROUND CONDUCTOR SADDLE AND CLAMP. HIGH IMPACT PHENOLIC THREADED TYPE BUSHINGS ARE NOT ACCEPTABLE. 4. ALL OTHER FITTINGS AND CONDUIT BODIES SHALL BE OF MALLEABLE IRON CONSTRUCTION AND HOT DIP GALVANIZED. 2.2 ELECTRICAL METALLIC TUBING (EMT) AND FITTINGS A. MINIMUM SIZE ELECTRICAL METALLIC TUBING: 3/4 INCH, UNLESS OTHERWISE NOTED. B. MANUFACTURERS OF EMT CONDUIT: 1. ALLIED 2. CALBOND CALPIPE 3. LTV 4. STEELDUCT 5. WHEATLAND TUBE CO 6. OR APPROVED EQUAL. C.FITTINGS AND CONDUIT BODIES: 1. 2" DIAMETER OR SMALLER: STEEL SET SCREW TYPE OF STEEL DESIGNED FOR THEIR SPECIFIC APPLICATION. 2. LARGER THAN 2": COMPRESSION TYPE OF STEEL DESIGNED FOR THEIR SPECIFIC APPLICATION. 3. MANUFACTURERS OF EMT CONDUIT FITTINGS: a. APPLETON ELECTRIC b. O-Z/GEDNEY CO. c. ELECTROLINE d. RACO e. BRIDGEPORT f. MIDWEST g. REGAL h. THOMAS & BETTS i. ORBIT INDUSTRIES j. OR APPROVED EQUAL. 2.3 FLEXIBLE METALLIC CONDUIT (FMC) AND FITTINGS A. MINIMUM SIZE GALVANIZED STEEL: 3/4 INCH, UNLESS OTHERWISE NOTED. LIGHTING BRANCH CIRCUIT WIRING TO AN INDIVIDUAL LUMINAIRE MAY BE A MANUFACTURED, UL LISTED 1/2"" FLEXIBLE METAL CONDUIT AND FITTINGS WITH #12 AWG THHN CONDUCTORS AND AN INSULATED GROUND WIRE. MAXIMUM LENGTH OF 1/2" FMC SHALL BE SIX (6) FEET. B. MANUFACTURERS: 1. AMERICAN FLEX 2. ALFLEX 3. ELECTRI-FLEX CO 4. OR APPROVED EQUAL. C.CONSTRUCTION: FLEXIBLE STEEL, APPROVED FOR CONDUIT GROUND, ZINC COATED, THREADLESS TYPE FORMED FROM A CONTINUOUS LENGTH OF SPIRALLY WOUND, INTERLOCKED ZINC COATED STRIP STEEL. PROVIDE A SEPARATE EQUIPMENT GROUNDING CONDUCTOR WHEN USED FOR EQUIPMENT WHERE FLEXIBILITY IS REQUIRED. D.FITTINGS AND CONDUIT BODIES: 1. THREADLESS HINGED CLAMP TYPE, GALVANIZED ZINC COATED CADMIUM PLATED MALLEABLE CAST IRON. 2. FITTINGS AND CONDUIT BODIES SHALL INCLUDE PLASTIC OR CAST METAL INSERTS SUPPLIED BY THE MANUFACTURER TO PROTECT CONDUCTORS FROM SHARP EDGES. TO BE CONTINUE ON E0-04 TE OLIRFFOAC LANRP E 23191 STA ER REGIST ED INA N REENIGE FO OISSE E AICLCERTL Exp. 06/30/26 MIRASOPHOCLISGEORGY IMEG CORP. RESERVES PROPRIETARY RIGHTS, INCLUDING COPYRIGHTS, TO THIS DRAWING AND THE DATA SHOWN THEREON. SAID DRAWING AND/OR DATA ARE THE EXCLUSIVE PROPERTY OF IMEG CORP. AND SHALL NOT BE USED OR REPRODUCED FOR ANY OTHER PROJECT WITHOUT THE EXPRESS WRITTEN APPROVAL AND PARTICIPATION OF IMEG CORP. ©2022 IMEG CORP. REF. SCALE IN INCHES 0 1 2 3 The FUTURE. Built Smarter www.imegcorp.com R SHEET TITLE PROJECT FACILITY FAC NO: BLDG NO: FLOOR LEV: SECTION: KP PROJ. NO. PERMIT NO. 555 W. 5th St Suite 2950 | Los Angeles, CA 90013 USA Phone 310.820.4600 | Fax 310.207.4215 www.huitt-zollars.com ARCHITECT CONSULTANT ARCHITECT SEAL CONSULTANT SEAL KAISER FOUNDATION HOSPITALS NATIONAL FACILITIES SERVICES 1800 HARRISON STREET OAKLAND, CALIFORNIA 94612 ISSUE / REVISION LOG NO. ISSUED DATE 0 5' 5 0 ' GR A P H I C S C A L E S : 1 / 1 6 " = 1 ' - 0 " 0 25 ' 1/ 8 " = 1 ' - 0 " 5' 0 12 ' 1/ 4 " = 1 ' - 0 " 1' 0 6' 1/ 2 " = 1 ' - 0 " 1' 0 2' 1- 1 / 2 " = 1 ' - 0 " 0 1' 3" = 1 ' - 0 " IF T H I S S H E E T I S N O T 30 " x 4 2 " , I T I S A R E D U C E D PR I N T - S C A L E AC C O R D I N G L Y AGENCY APPLICATION NUMBER AGENCY APPROVAL STAMP THIS DOCUMENT IS THE PROPERTY OF THE OWNER AND IS NOT TO BE USED WITHOUT OWNER'S WRITTEN PERMISSION. HZ PROJ. NO. 222 S. HARBOR BOULEVARD, SUITE 800 I ANAHEIM, CA 92805 PH: 714.490.5555 I FAX: 714.490.5560 IMEG PROJ. NO.: 22008618.00 PROJECT #22008618.00 SOCC 2022 R HBM 1st Fl KPOJ REMODEL E0-03 ELECTRICAL SPECIFICATION CA394-1 CAP0227721R314412.35 HARBOR/MacARTHUR MEDICAL OFF 3401 S. HARBOR BLVD. SANTA ANA, CALIFORNIA 92704 CITY SUBMITTAL 11/03/2025 1 CITY BACKCHECK #1 01/06/2026 101125520, 20187249, 40140902 555 W. Fifth Street Suite 2950 | Los Angeles, CA 90013 USA ARCHITECT www.huitt-zollars.com Phone 310.820.4600 | Fax 310.207.4215 1 CITY BACKCHECK #1 / INSTRUCTION BULLETIN #1 01/16/2026 1 101125520, 20187249, 40140902 SPECIFICATIONS TABLE OF CONTENTS 1. MANUFACTURERS: a. O-Z/GEDNEY CO. b. THOMAS & BETTS c. APPLETON ELECTRIC d. ELECTROLINE e. BRIDGEPORT f. MIDWEST g. REGAL h. ORBIT INDUSTRIES i. OR APPROVED EQUAL. 2.4 LIQUIDTIGHT FLEXIBLE METALLIC CONDUIT (LFMC) AND FITTINGS A. MANUFACTURERS: 1. ANACONDA TYPE UA 2. ELECTRI-FLEX TYPE LA 3. ALFLEX 4. CARLON (LAMSON & SESSIONS) 5. OR APPROVED EQUAL. B.CONSTRUCTION: FLEXIBLE STEEL, APPROVED FOR CONDUIT GROUND, ZINC COATED, THREADLESS TYPE FORMED FROM A CONTINUOUS LENGTH OF SPIRALLY WOUND, INTERLOCKED ZINC COATED STRIP STEEL AND AN EXTRUDED PVC COVER. C.FITTINGS AND CONDUIT BODIES: 1. WATERTIGHT, COMPRESSION TYPE, GALVANIZED ZINC COATED CADMIUM PLATED MALLEABLE CAST IRON, UL LISTED. 2. FITTINGS AND CONDUIT BODIES SHALL INCLUDE PLASTIC OR CAST METAL INSERTS SUPPLIED BY THE MANUFACTURER TO PROTECT CONDUCTORS FROM SHARP EDGES. 3. MANUFACTURERS: a. APPLETON ELECTRIC b. O-Z/GEDNEY CO. c. ELECTROLINE d. BRIDGEPORT e. THOMAS & BETTS f. MIDWEST g. REGAL h. CARLON (LAMSON & SESSIONS) i. ORBIT INDUSTRIES j. OR APPROVED EQUAL. 2.5 OUTLET BOXES A. SHEET METAL OUTLET BOXES: ANSI/NEMA OS 1; GALVANIZED STEEL, 16 GAUGE (APPROXIMATELY 0.0625 INCHES), WITH 1/2-INCH MALE FIXTURE STUDS WHERE REQUIRED. B. CAST BOXES: NEMA FB1, TYPE FD, ALUMINUM, CAST FERALLOY, OR STAINLESS STEEL DEEP TYPE, GASKETED COVER, THREADED HUBS. C. OUTLET BOXES FOR LUMINAIRES TO BE NOT LESS THAN 1-1/2" DEEP, DEEPER IF REQUIRED BY THE NUMBER OF WIRES OR CONSTRUCTION. THE BOX SHALL BE COORDINATED WITH SURFACE LUMINAIRES TO CONCEAL THE BOX FROM VIEW OR PROVIDE A FINISHED TRIM PLATE. D. SWITCH OUTLET BOXES FOR LOCAL LIGHT CONTROL SWITCHES, DIMMERS AND OCCUPANCY SENSORS SHALL BE 4 INCHES SQUARE BY 2-1/8 INCHES DEEP, WITH RAISED COVER TO FIT FLUSH WITH FINISH WALL LINE. MULTIPLE GANG SWITCH OUTLETS SHALL CONSIST OF THE REQUIRED NUMBER OF GANG BOXES APPROPRIATE TO THE QUANTITY OF SWITCHES COMPRISING THE GANG. WHERE WALLS ARE PLASTERED, PROVIDE A PLASTER RAISED COVER. WHERE SWITCH OUTLET BOXES OCCUR IN EXPOSED CONCRETE BLOCK WALLS, BOXES SHALL BE INSTALLED IN THE BLOCK CAVITY WITH A RAISED SQUARE EDGE TILE COVER OF SUFFICIENT DEPTH TO EXTEND OUT TO FACE OF BLOCK OR MASONRY BOXES. E. OUTLET BOXES FOR TECHNOLOGY ROUGH-INS IN WALLS AND COLUMNS SHALL BE 4-11/16 INCHES SQUARE AND 2-1/8 INCHES DEEP WITH SINGLE GANG RAISED COVER TO FIT FLUSH WITH FINISHED WALL LINE EQUIPPED WITH FLUSH PLATE. F. WALL OR COLUMN RECEPTACLE OUTLET BOXES SHALL BE 4 INCHES SQUARE WITH RAISED COVER TO FIT FLUSH WITH FINISHED WALL LINE. BOXES IN CONCRETE BLOCK WALLS SHALL BE INSTALLED THE SAME AS FOR SWITCH BOXES IN BLOCK WALLS. 2.6 ECONN; ELECTRICAL CONNECTION A. ELECTRICAL CONNECTION TO EQUIPMENT AND MOTORS, SIZED PER ELECTRICAL CODE. COORDINATE REQUIREMENTS WITH CONTRACTOR FURNISHING EQUIPMENT OR MOTOR. REFER TO SPECIFICATIONS AND GENERAL INSTALLATION NOTES FOR TERMINATIONS TO MOTORS. 2.7 JB; PULL AND JUNCTION BOXES A. SHEET METAL BOXES: ANSI/NEMA OS 1; GALVANIZED STEEL. B. SHEET METAL BOXES LARGER THAN 12 INCHES IN ANY DIMENSION THAT CONTAIN TERMINATIONS OR COMPONENTS: CONTINUOUS HINGED ENCLOSURE WITH 1/4 TURN LATCH AND WHITE BACK PANEL FOR MOUNTING TERMINAL BLOCKS AND ELECTRICAL COMPONENTS. C. FLANGED TYPE BOXES SHALL BE USED WHERE INSTALLED FLUSH IN WALL. 2.8 ROUGH-IN A. PROVIDE WITH ONE (1) FLUSH MOUNT DOUBLE GANG BOX WITH SINGLE GANG PLASTER RING AND APPROPRIATE COVER PLATE, B. CONDUIT STUBBED TO ABOVE THE LAY-IN CEILING. C. RI-TECH; TECHNOLOGY ROUGH-IN: 1. ROUGH-IN SHALL HAVE ONE (1) 1" CONDUIT. D.RI-TECH-W; TECHNOLOGY ROUGH-IN -WALL PHONE: 1. MOUNT ON WALL +54" OR AS NOTED IN PLANS. ROUGH-IN SHALL HAVE ONE (1) 1" CONDUIT. E.RI-TECH-C; TECHNOLOGY ROUGH-IN -CEILING FLUSH MOUNTED: 1. MOUNT FLUSH IN FINISHED CEILING OR AS NOTED IN PLANS. ROUGH-IN SHALL HAVE ONE (1) 1" CONDUIT. 2.9 ACCESSORIES A. FIRE RATED MOLDABLE PADS: UL #9700, MOLDABLE SHEET PUTTY AT REQUIRED THICKNESS ON ALL FIVE SIDES OF BACK BOXES. KINETICS NOISE CONTROL -ISOBACKER PAD, SPECSEAL -SSP PUTTY AND PADS, 3M #MPP-4S OR EQUAL. PART 3 -EXECUTION 3.1 CONDUIT INSTALLATION SCHEDULE AND SIZING A. IN THE EVENT THE LOCATION OF CONDUIT INSTALLATION REPRESENTS CONFLICTING INSTALLATION REQUIREMENTS AS SPECIFIED IN THE FOLLOWING SCHEDULE, A CLARIFICATION SHALL BE OBTAINED FROM THE ARCHITECT/ENGINEER. IF THIS CONTRACTOR IS UNABLE TO OBTAIN A CLARIFICATION AS OUTLINED ABOVE, CONCEALED RIGID GALVANIZED STEEL CONDUIT INSTALLED PER THESE SPECIFICATIONS AND THE ELECTRICAL CODE SHALL BE REQUIRED. B. INSTALLATION SCHEDULE: REFER TO DRAWINGS. C. SIZE CONDUIT AS SHOWN ON THE DRAWINGS AND SPECIFICATIONS. WHERE NOT INDICATED IN THE CONTRACT DOCUMENTS, CONDUIT SIZE SHALL BE ACCORDING TO THE ELECTRICAL CODE. CONDUIT AND CONDUCTOR SIZING SHALL BE COORDINATED TO LIMIT CONDUCTOR FILL TO LESS THAN 40%, MAINTAIN CONDUCTOR AMPERE CAPACITY AS REQUIRED BY THE ELECTRICAL CODE (TO INCLUDE ENLARGED CONDUCTORS DUE TO TEMPERATURE AND QUANTITY DERATING VALUES) AND TO PREVENT EXCESSIVE VOLTAGE DROP AND PULLING TENSION DUE TO LONG CONDUIT/CONDUCTOR LENGTHS. D. MINIMUM CONDUIT SIZE (UNLESS NOTED OTHERWISE): 1. ABOVE GRADE: 3/4 INCH. (THE USE OF 1/2 INCH WOULD BE ALLOWED FOR INSTALLATION CONDUIT TO INDIVIDUAL FIXTURE WHIPS FROM JUNCTION BOX.) 2. TELECOMMUNICATION CONDUIT: 1 INCH. 3. CONTROLS CONDUIT: 3/4 INCH. 4. MAXIMUM SIZE 1-1/4 INCH FOR CONDUITS CROSSING EACH OTHER. E.CONDUIT SIZES SHALL CHANGE ONLY AT THE ENTRANCE OR EXIT TO A JUNCTION BOX, UNLESS SPECIFICALLY NOTED ON THE DRAWINGS. 3.2 CONDUIT ARRANGEMENT A. IN GENERAL, CONDUIT SHALL BE INSTALLED CONCEALED IN WALLS, IN FINISHED SPACES AND WHERE POSSIBLE OR PRACTICAL, OR AS NOTED OTHERWISE. CONDUIT SHALL BE INSTALLED PARALLEL OR PERPENDICULAR TO WALLS, CEILINGS, AND EXPOSED STRUCTURAL MEMBERS. IN UNFINISHED SPACES, MECHANICAL AND UTILITY AREAS, CONDUIT MAY RUN EITHER CONCEALED OR EXPOSED AS CONDITIONS DICTATE AND AS PRACTICAL UNLESS NOTED OTHERWISE ON DRAWINGS. INSTALLATION SHALL MAINTAIN HEADROOM IN EXPOSED VICINITIES OF PEDESTRIAN OR VEHICULAR TRAFFIC. B. CONDUIT RUNS SHALL BE ROUTED AS SHOWN ON LARGE SCALE DRAWINGS. CONDUIT ROUTING ON DRAWINGS SCALED 1/4"=1'-0" OR LESS SHALL BE CONSIDERED DIAGRAMMATIC, UNLESS NOTED OTHERWISE. THE CORRECT ROUTING, WHEN SHOWN DIAGRAMMATICALLY SHALL BE CHOSEN BY THE CONTRACTOR BASED ON INFORMATION IN THE CONTRACT DOCUMENTS, IN ACCORDANCE WITH MANUFACTURER'S WRITTEN INSTRUCTIONS, APPLICABLE CODES, THE NECA'S "STANDARD OF INSTALLATION", IN ACCORDANCE WITH RECOGNIZED INDUSTRY STANDARDS, AND COORDINATED WITH OTHER CONTRACTORS. C. CONTRACTOR SHALL ADAPT CONTRACTOR'S WORK TO THE JOB CONDITIONS AND MAKE SUCH CHANGES AS REQUIRED AND PERMITTED BY THE ARCHITECT/ENGINEER, SUCH AS MOVING TO CLEAR BEAMS AND JOISTS, ADJUSTING AT COLUMNS, AVOIDING INTERFERENCE WITH WINDOWS, ETC., TO PERMIT THE PROPER INSTALLATION OF OTHER MECHANICAL AND/OR ELECTRICAL EQUIPMENT. D. CONTRACTOR SHALL COOPERATE WITH ALL CONTRACTORS ON THE PROJECT. CONTRACTOR SHALL OBTAIN DETAILS OF OTHER CONTRACTOR'S WORK TO ENSURE FIT AND AVOID CONFLICT. ANY EXPENSE DUE TO THE FAILURE OF THIS CONTRACTOR TO DO SO SHALL BE PAID FOR IN FULL BY CONTRACTOR. THE OTHER TRADES INVOLVED AS DIRECTED BY THE ARCHITECT/ENGINEER SHALL PERFORM THE REPAIR OF WORK DAMAGED AS A RESULT OF NEGLECT OR ERROR BY THIS CONTRACTOR. THE RESULTANT COSTS SHALL BE BORNE BY THIS CONTRACTOR. 3.3 CONDUIT SUPPORT A. CONDUIT RUNS INSTALLED ABOVE A SUSPENDED CEILING SHALL BE PROPERLY SUPPORTED. IN NO CASE SHALL CONDUIT REST ON THE SUSPENDED CEILING CONSTRUCTION, NOR UTILIZE CEILING SUPPORT SYSTEM FOR CONDUIT SUPPORT. • SECTION 26 05 33 -CONDUIT AND BOXES • SECTION 26 05 53 -ELECTRICAL IDENTIFICATION B. CONDUIT SHALL NOT BE SUPPORTED FROM DUCTWORK, WATER, SPRINKLER PIPING, OR OTHER NON-STRUCTURAL MEMBERS, UNLESS APPROVED BY THE ARCHITECT/ENGINEER. ALL SUPPORTS SHALL BE FROM STRUCTURAL SLABS, WALLS, STRUCTURAL MEMBERS, AND BAR JOISTS, AND COORDINATED WITH ALL OTHER APPLICABLE CONTRACTORS, UNLESS NOTED OTHERWISE. C. CONDUIT SHALL BE HELD IN PLACE BY THE CORRECT SIZE OF GALVANIZED ONE-HOLE CONDUIT CLAMPS, TWO-HOLE CONDUIT STRAPS, PATENTED SUPPORT DEVICES, CLAMP BACK CONDUIT HANGERS, OR BY OTHER MEANS IF CALLED FOR ON THE DRAWINGS. D. SUPPORT INDIVIDUAL HORIZONTAL RACEWAYS WITH SEPARATE, MALLEABLE-IRON PIPE HANGERS OR CLAMPS. E. SPRING-STEEL CONDUIT CLIPS SPECIFICALLY DESIGNED FOR SUPPORTING SINGLE CONDUITS OR TUBING MAY BE USED IN LIEU OF MALLEABLE-IRON HANGERS FOR 1" AND SMALLER RACEWAYS SERVING LIGHTING AND RECEPTACLE BRANCH CIRCUITS ABOVE ACCESSIBLE CEILINGS AND FOR SECURING RACEWAYS TO SLOTTED CHANNEL AND ANGLE SUPPORTS. F. GROUP CONDUITS IN PARALLEL RUNS WHERE PRACTICAL AND USE CONDUIT RACKS OR TRAPEZE HANGERS CONSTRUCTED OF STEEL CHANNEL, SUSPENDED WITH THREADED SOLID RODS OR WALL MOUNTED FROM METAL CHANNELS WITH CONDUIT STRAPS OR CLAMPS. PROVIDE SPACE IN EACH RACK OR TRAPEZE FOR 25% ADDITIONAL CONDUITS. G. DO NOT EXCEED 25 LBS. PER HANGER AND A MINIMUM SPACING OF 2'-0" ON CENTER WHEN ATTACHING TO METAL ROOF DECKING (EXCLUDES CONCRETE ON METAL DECK). THIS 25 LBS. LOAD AND 2'-0" SPACING INCLUDE ADJACENT ELECTRICAL AND MECHANICAL ITEMS HANGING FROM DECK. IF THE HANGER RESTRICTIONS CANNOT BE ACHIEVED, SUPPLEMENTAL FRAMING OFF STEEL FRAMING WILL NEED TO BE ADDED. H. ARRANGE SUPPORTS IN VERTICAL RUNS SO THE WEIGHT OF RACEWAYS AND ENCLOSED CONDUCTORS IS CARRIED ENTIRELY BY RACEWAY SUPPORTS, WITH NO WEIGHT LOAD ON RACEWAY TERMINALS. I. SUPPORTS FOR METALLIC CONDUIT SHALL BE NO GREATER THAN 10 FEET. A SMALLER INTERVAL MAY BE USED IF NECESSITATED BY BUILDING CONSTRUCTION, BUT IN NO EVENT SHALL SUPPORT SPANS EXCEED THE ELECTRICAL CODE REQUIREMENTS. CONDUIT SHALL BE SECURELY FASTENED WITHIN 3 FEET OF EACH OUTLET BOX, JUNCTION BOX, DEVICE BOX, CABINET, OR FITTING. J. SUPPORTS OF FLEXIBLE CONDUIT SHALL BE WITHIN 12 INCHES OF EACH OUTLET BOX, JUNCTION BOX, DEVICE BOX, CABINET, OR FITTING AND AT INTERVALS NOT TO EXCEED 4.5 FEET. K. FINISH: 1. PRIME COAT EXPOSED STEEL HANGERS AND SUPPORTS. HANGERS AND SUPPORTS IN CRAWL SPACES, PIPE SHAFTS, AND ABOVE SUSPENDED CEILING SPACES ARE NOT CONSIDERED EXPOSED. 2. TRIM ALL ENDS OF EXPOSED FIELD FABRICATED STEEL HANGERS, SLOTTED CHANNEL AND THREADED ROD TO WITHIN 1" OF SUPPORT OR FASTENER TO ELIMINATE POTENTIAL INJURY TO PERSONNEL UNLESS SHOWN OTHERWISE ON THE DRAWINGS. SMOOTH ENDS AND INSTALL ELASTOMERIC INSULATION WITH TWO COATS OF LATEX PAINT IF EXPOSED STEEL IS WITHIN 6'-6" OF FINISH FLOOR AND PRESENTS POTENTIAL INJURY TO PERSONNEL. 3.4 CONDUIT INSTALLATION A. CONDUIT CONNECTIONS: 1. SHORTER THAN STANDARD CONDUIT LENGTHS SHALL BE CUT SQUARE USING INDUSTRY STANDARDS. THE ENDS OF ALL CONDUITS CUT SHALL BE REAMED OR OTHERWISE FINISHED TO REMOVE ALL ROUGH EDGES. 2. METALLIC CONDUIT CONNECTIONS IN SLAB ON GRADE INSTALLATION SHALL BE SEALED AND ONE COAT OF RUST INHIBITOR PRIMER APPLIED AFTER THE CONNECTION IS MADE. 3. WHERE CONDUITS WITH TAPERED THREADS CANNOT BE COUPLED WITH STANDARD COUPLINGS, THEN APPROVED SPLIT OR ERICKSON COUPLINGS SHALL BE USED. RUNNING THREADS WILL NOT BE PERMITTED. 4. INSTALL EXPANSION/DEFLECTION JOINTS WHERE CONDUIT CROSSES STRUCTURE EXPANSION/SEISMIC JOINTS. B.CONDUIT TERMINATIONS FOR ALL LOW VOLTAGE WIRING SHALL HAVE NYLON BUSHINGS INSTALLED ON EACH END OF EVERY CONDUIT RUN. C.CONDUIT BENDS: 1. USE A HYDRAULIC ONE-SHOT CONDUIT BENDER OR FACTORY ELBOWS FOR BENDS IN CONDUIT 2" IN SIZE OR LARGER. ALL STEEL CONDUIT BENDING SHALL BE DONE COLD; NO HEATING OF STEEL CONDUIT SHALL BE PERMITTED. 2. A RUN OF CONDUIT SHALL NOT CONTAIN MORE THAN THE EQUIVALENT OF FOUR (4) QUARTER BENDS (360°), INCLUDING THOSE BENDS LOCATED IMMEDIATELY AT THE OUTLET OR BODY. 3. TELECOMMUNICATIONS CONDUITS SHALL HAVE NO MORE THAN TWO (2) 90-DEGREE BENDS BETWEEN PULL POINTS AND CONTAIN NO CONTINUOUS SECTIONS LONGER THAN 100 FEET. INSERT PULL POINTS OR PULL BOXES FOR CONDUITS EXCEEDING 100 FEET IN LENGTH. a. A THIRD BEND IS ACCEPTABLE IF: 1. THE TOTAL RUN IS NOT LONGER THAN (33) FEET. 2. THE CONDUIT SIZE IS INCREASED TO THE NEXT TRADE SIZE. 4.TELECOMMUNICATIONS PULL BOXES SHALL NOT BE USED IN LIEU OF A BEND. ALIGN CONDUITS THAT ENTER THE PULL BOX FROM OPPOSITE ENDS WITH EACH OTHER. PULL BOX SIZE SHALL BE TWELVE (12) TIMES THE DIAMETER OF THE LARGEST CONDUIT. SLIP SLEEVES OR GUTTERS CAN BE USED IN PLACE OF A PULL BOX. 5.TELECOMMUNICATIONS CONDUIT(S): MAINTAIN APPROPRIATE CONDUIT BEND RADIUS AT ALL TIMES. FOR CONDUITS WITH AN INTERNAL DIAMETER OF LESS THAN 2", MAINTAIN A BEND RADIUS OF AT LEAST 6 TIMES THE INTERNAL DIAMETER. FOR CONDUITS WITH AN INTERNAL DIAMETER 2" OR GREATER, MAINTAIN A BEND RADIUS OF AT LEAST 10 TIMES THE INTERNAL DIAMETER. 6.USE CONDUIT BODIES TO MAKE SHARP CHANGES IN DIRECTION (I.E. AROUND BEAMS). D.CONDUIT PLACEMENT: 1. CONDUIT SHALL BE MECHANICALLY CONTINUOUS FROM SOURCE OF CURRENT TO ALL OUTLETS. CONDUIT SHALL BE ELECTRICALLY CONTINUOUS FROM SOURCE OF CURRENT TO ALL OUTLETS, UNLESS A PROPERLY SIZED GROUNDING CONDUCTOR IS ROUTED WITHIN THE CONDUIT. ALL METALLIC CONDUITS SHALL BE BONDED PER THE ELECTRICAL CODE. 2. ROUTE EXPOSED CONDUIT AND CONDUIT ABOVE SUSPENDED CEILINGS (ACCESSIBLE OR NOT) PARALLEL/PERPENDICULAR TO THE BUILDING STRUCTURAL LINES, AND AS CLOSE TO BUILDING STRUCTURE AS POSSIBLE. WHEREVER POSSIBLE, ROUTE HORIZONTAL CONDUIT RUNS ABOVE WATER AND STEAM PIPING. 3. AVOID MOISTURE TRAPS WHERE POSSIBLE. WHERE UNAVOIDABLE, PROVIDE A JUNCTION BOX WITH DRAIN FITTING AT CONDUIT LOW POINT. 4. ALL CONDUITS THROUGH WALLS SHALL BE GROUTED OR SEALED INTO OPENINGS. WHERE CONDUIT PENETRATES FIREWALLS AND FLOORS, SEAL WITH A UL LISTED SEALANT. ; REFER TO SECTION 26 05 03 FOR THROUGH PENETRATION FIRESTOPPING REQUIREMENTS. 5. CONTRACTOR SHALL PROVIDE SUITABLE MECHANICAL PROTECTION AROUND ALL CONDUITS STUBBED OUT FROM FLOORS, WALLS OR CEILINGS DURING CONSTRUCTION TO PREVENT BENDING OR DAMAGING OF STUBS DUE TO CARELESSNESS WITH CONSTRUCTION EQUIPMENT. 6. CONTRACTOR SHALL PROVIDE A POLYPROPYLENE PULL CORD WITH 2000 LBS. TENSILE STRENGTH IN EACH EMPTY CONDUIT (INDOOR AND OUTDOOR), EXCEPT IN SLEEVES AND NIPPLES. 3.5 CONDUIT TERMINATIONS A. WHERE CONDUIT BONDING IS INDICATED OR REQUIRED IN THE CONTRACT DOCUMENTS, THE BUSHINGS SHALL BE A GROUNDING TYPE SIZED FOR THE CONDUIT AND GROUND BONDING CONDUCTOR AS MANUFACTURED BY O-Z/GEDNEY, APPLETON, THOMAS & BETTS, BURNDY, REGAL, ORBIT INDUSTRIES OR APPROVED EQUAL. B. CONDUITS WITH TERMINATION FITTINGS SHALL BE THREADED FOR ONE (1) LOCK NUT ON THE OUTSIDE AND ONE (1) LOCK NUT AND BUSHING ON THE INSIDE OF EACH BOX. C. WHERE CONDUITS TERMINATE IN BOXES WITH KNOCKOUTS, THEY SHALL BE SECURED TO THE BOXES WITH LOCK NUTS AND PROVIDED WITH APPROVED SCREW TYPE TINNED IRON BUSHINGS OR FITTINGS WITH PLASTIC INSERTS. D. WHERE CONDUITS TERMINATE IN BOXES, FITTINGS, OR BODIES WITH THREADED OPENINGS, THEY SHALL BE TIGHTLY SCREWED AGAINST THE SHOULDER PORTION OF THE THREADED OPENINGS. E. CONDUIT TERMINATIONS TO ALL MOTORS SHALL BE MADE WITH FLEXIBLE METALLIC CONDUIT (FMC), UNLESS NOTED OTHERWISE. FINAL CONNECTIONS TO ROOF EXHAUST FANS, OR OTHER EXTERIOR MOTORS AND MOTORS IN DAMP OR WET LOCATIONS SHALL BE MADE WITH LIQUIDTIGHT FLEXIBLE METALLIC CONDUIT (LFMC). MOTORS IN HAZARDOUS AREAS, AS DEFINED IN THE ELECTRICAL CODE, SHALL BE CONNECTED USING FLEXIBLE CONDUIT RATED FOR THE ENVIRONMENT. FLEXIBLE CONDUIT SHALL NOT EXCEED 6' IN LENGTH. ROUTE EQUIPMENT GROUND CONDUCTORS FROM CIRCUIT GROUND TO MOTOR GROUND TERMINAL THROUGH FLEXIBLE CONDUIT. F. ALL CONDUIT ENDS SHALL BE SEALED WITH PLASTIC IMMEDIATELY AFTER INSTALLATION TO PREVENT THE ENTRANCE OF ANY FOREIGN MATTER DURING CONSTRUCTION. THE SEALS SHALL BE REMOVED AND THE CONDUITS BLOWN CLEAR OF ALL FOREIGN MATTER PRIOR TO ANY WIRES OR PULL CORDS BEING INSTALLED. 1. APPROVED EQUAL 3.6 BOX INSTALLATION SCHEDULE A. GALVANIZED STEEL BOXES MAY BE USED IN: 1. CONCEALED INTERIOR LOCATIONS ABOVE CEILINGS AND IN HOLLOW STUDDED PARTITIONS. 2. EXPOSED INTERIOR LOCATIONS IN MECHANICAL ROOMS AND IN ROOMS WITHOUT CEILINGS; HIGHER THAN 8' ABOVE THE HIGHEST PLATFORM LEVEL. B.CAST BOXES SHALL BE USED IN: 1. EXPOSED INTERIOR LOCATIONS WITHIN 8' OF THE HIGHEST PLATFORM LEVEL. 2. WET LOCATIONS. 3.7 COORDINATION OF BOX LOCATIONS A. PROVIDE ELECTRICAL BOXES AS SHOWN ON THE DRAWINGS, AND AS REQUIRED FOR SPLICES, TAPS, WIRE PULLING, EQUIPMENT CONNECTIONS, AND CODE COMPLIANCE. B. ELECTRICAL BOX LOCATIONS SHOWN ON THE CONTRACT DRAWINGS ARE APPROXIMATE, UNLESS DIMENSIONED. VERIFY LOCATION OF FLOOR BOXES AND OUTLETS IN OFFICES AND WORK AREAS PRIOR TO ROUGH-IN. C. LOCATE AND INSTALL BOXES TO ALLOW ACCESS. AVOID INTERFERENCES WITH DUCTWORK, PIPING, STRUCTURE, EQUIPMENT, ETC. RECESSED LUMINAIRES SHALL NOT BE USED AS ACCESS TO OUTLET, PULL, AND JUNCTION BOXES. WHERE INSTALLATION IS INACCESSIBLE, PROVIDE ACCESS DOORS. COORDINATE LOCATIONS AND SIZES OF REQUIRED ACCESS DOORS WITH THE ARCHITECT/ENGINEER AND GENERAL CONTRACTOR. D. LOCATE AND INSTALL TO MAINTAIN HEADROOM AND TO PRESENT A NEAT APPEARANCE. 3.8 OUTLET BOX INSTALLATION A. DO NOT INSTALL BOXES BACK-TO-BACK IN WALLS. 1. PROVIDE A MINIMUM HORIZONTAL SEPARATION OF 6 INCHES BETWEEN BOXES INSTALLED ON OPPOSITE SIDES OF NON-RATED STUD WALLS. 2. PROVIDE A MINIMUM HORIZONTAL SEPARATION OF 24 INCHES BETWEEN BOXES INSTALLED ON OPPOSITE SIDES OF FIRE-RATED WALLS. WHEN THE MINIMUM SEPARATION CANNOT BE MAINTAINED, THE BOX IS GREATER THAN 16 SQUARE INCHES OR THE TOTAL BOX AREA (ALL TRADES) PER 100 SQUARE FEET IS GREATER THAN OR EQUAL TO 100 SQUARE INCHES, INSTALL FIRE-RATED MOLDABLE PADS TO ALL FIVE SIDES OF THE BACK BOX TO MAINTAIN THE FIRE RATING OF THE WALL. INSTALL MOLDABLE PADS IN ACCORDANCE WITH UL LISTING FOR THE SPECIFIC PRODUCT. SOUND INSULATION PADS ARE NOT ACCEPTABLE FOR USE IN FIRE-RATED WALL APPLICATIONS UNLESS THE PRODUCT CARRIES THE NECESSARY FIRE RATING. B.THE CONTRACTOR SHALL ANCHOR SWITCH AND OUTLET BOX TO WALL CONSTRUCTION SO THAT IT IS FLUSH WITH THE FINISHED MASONRY, PANELING, DRYWALL, PLASTER, ETC. THE CONTRACTOR SHALL CHECK THE BOXES AS THE FINISH WALL SURFACE IS BEING INSTALLED TO ASSURE THAT THE BOX IS FLUSH. (PROVIDE PLASTER RINGS AS NECESSARY.) C.MOUNT AT HEIGHTS SHOWN OR NOTED ON THE DRAWINGS. D.PROVIDE KNOCKOUT CLOSURES FOR UNUSED OPENINGS. E.SUPPORT BOXES INDEPENDENTLY OF CONDUIT. F.USE MULTIPLE-GANG BOXES WHERE MORE THAN ONE DEVICE IS MOUNTED TOGETHER; DO NOT USE SECTIONAL BOXES. PROVIDE BARRIERS TO SEPARATE WIRING OF DIFFERENT VOLTAGE SYSTEMS. G.INSTALL BOXES IN WALLS WITHOUT DAMAGING WALL INSULATION. H.COORDINATE MOUNTING HEIGHTS AND LOCATIONS OF OUTLETS MOUNTED ABOVE COUNTERS, BENCHES, AND BACKSPLASHES. I.POSITION OUTLETS TO LOCATE LUMINAIRES AS SHOWN ON REFLECTED CEILING DRAWINGS. J.PROVIDE RECESSED OUTLET BOXES IN FINISHED AREAS; SECURE BOXES TO INTERIOR WALL AND PARTITION STUDS, ACCURATELY POSITIONED TO ALLOW FOR SURFACE FINISH THICKNESS. USE STAMPED STEEL STUD BRIDGES FOR FLUSH OUTLETS IN HOLLOW STUD WALL, AND ADJUSTABLE STEEL CHANNEL FASTENERS FOR FLUSH CEILING OUTLET BOXES. K.ALIGN WALL-MOUNTED OUTLET BOXES FOR SWITCHES, THERMOSTATS, AND SIMILAR DEVICES. 3.9 PULL AND JUNCTION BOX INSTALLATION A. LOCATE PULL BOXES AND JUNCTION BOXES ABOVE ACCESSIBLE CEILINGS OR IN UNFINISHED AREAS. B. SUPPORT PULL AND JUNCTION BOXES INDEPENDENT OF CONDUIT. C. DO NOT INSTALL BOXES BACK-TO-BACK IN WALLS. 1. PROVIDE A MINIMUM HORIZONTAL SEPARATION OF 6 INCHES BETWEEN BOXES INSTALLED ON OPPOSITE SIDES OF NON-RATED STUD WALLS. 2. PROVIDE A MINIMUM HORIZONTAL SEPARATION OF 24 INCHES BETWEEN BOXES INSTALLED ON OPPOSITE SIDES OF FIRE-RATED WALLS. WHEN THE MINIMUM SEPARATION CANNOT BE MAINTAINED, THE BOX IS GREATER THAN 16 SQUARE INCHES OR THE TOTAL BOX AREA (ALL TRADES) PER 100 SQUARE FEET IS GREATER THAN OR EQUAL TO 100 SQUARE INCHES, INSTALL FIRE-RATED MOLDABLE PADS TO ALL FIVE SIDES OF THE BACK BOX TO MAINTAIN THE FIRE RATING OF THE WALL. INSTALL MOLDABLE PADS IN ACCORDANCE WITH UL LISTING FOR THE SPECIFIC PRODUCT. SOUND INSULATION PADS ARE NOT ACCEPTABLE FOR USE IN FIRE-RATED WALL APPLICATIONS UNLESS THE PRODUCT CARRIES THE NECESSARY FIRE RATING. END OF SECTION SECTION 26 05 53 -ELECTRICAL IDENTIFICATION PART 1 -GENERAL 1.1 SECTION INCLUDES A. ADHESIVE MARKINGS AND FIELD LABELS B. NAMEPLATES AND SIGNS C. PRODUCT COLORS 1.2 REFERENCES A. NFPA 70E -NATIONAL ELECTRICAL SAFETY CODE B. CEC CALIFORNIA ELECTRICAL CODE PART 2 -PRODUCTS 2.1 ADHESIVE MARKINGS AND FIELD LABELS A. COLORED ADHESIVE MARKING TAPE FOR BANDING RACEWAYS, WIRES, AND CABLES: SELF- ADHESIVE VINYL TAPE NOT LESS THAN 3 MILS THICK BY 1 INCH TO 2 INCHES IN WIDTH. B. PRETENSIONED FLEXIBLE WRAPAROUND COLORED PLASTIC SLEEVES FOR CABLE IDENTIFICATION: FLEXIBLE ACRYLIC BANDS SIZED TO SUIT THE CABLE DIAMETER AND ARRANGED TO STAY IN PLACE BY PRE-TENSIONED GRIPPING ACTION WHEN COILED AROUND THE CABLE. C. WIRE/CABLE DESIGNATION TAPE MARKERS: VINYL OR VINYL-CLOTH, SELF-ADHESIVE, WRAPAROUND, CABLE/CONDUCTOR MARKERS WITH PREPRINTED NUMBERS AND LETTER. D. CABLE TIES: FUNGUS-INERT, SELF-EXTINGUISHING, ONE-PIECE, SELF-LOCKING NYLON CABLE TIES, 0.18-INCH MINIMUM WIDTH, 50-LB MINIMUM TENSILE STRENGTH, AND SUITABLE FOR A TEMPERATURE RANGE FROM -40°F TO 185°F (-40°C TO 85°C), TYPE 2/2S OR TYPE 21/21S BASED ON APPLICATION. PROVIDE TIES IN SPECIFIED COLORS WHEN USED FOR COLOR CODING. CABLE TIES SHALL BE LISTED AND IDENTIFIED FOR THE APPLICATION, SECUREMENT, AND SUPPORT. 2.2 NAMEPLATES AND SIGNS A. ENGRAVED, PLASTIC-LAMINATED LABELS, SIGNS AND INSTRUCTION PLATES: ENGRAVING STOCK MELAMINE PLASTIC LAMINATE, 1/16-INCH MINIMUM THICK FOR SIGNS UP TO 20 SQUARE INCHES, OR 8 INCHES IN LENGTH; 1/8 INCH THICK FOR LARGER SIZES. LABELS SHALL BE PUNCHED FOR MECHANICAL FASTENERS. 2.3 PRODUCT COLORS 1. NORMAL POWER AND GENERAL LABELS: BLACK LETTERS ON WHITE FACE 2. EMERGENCY: RED LETTERS ON WHITE FACE B.NAMEPLATES AND SIGNS: 1. NORMAL POWER: BLACK LETTERS ON WHITE FACE 2. EMERGENCY: WHITE LETTERS ON RED FACE 3. PROVIDE COLOR CODED CONDUIT AS INDICATED BELOW. CONDUIT SHALL BE COLORED BY THE MANUFACTURER: a. NORMAL POWER AND GENERAL DISTRIBUTION: SILVER b. EMERGENCY POWER DISTRIBUTION SYSTEM: RED PART 3 -EXECUTION 3.1 INSTALLATION A. LETTERING AND GRAPHICS: COORDINATE NAMES, ABBREVIATIONS, COLORS, AND OTHER DESIGNATIONS USED IN ELECTRICAL IDENTIFICATION WORK WITH CORRESPONDING DESIGNATIONS SPECIFIED OR INDICATED. INSTALL NUMBERS, LETTERING, AND COLORS AS INDICATED ON DRAWINGS OR AS REQUIRED BY CODE. B. INSTALL IDENTIFICATION DEVICES IN ACCORDANCE WITH MANUFACTURER'S WRITTEN INSTRUCTION AND REQUIREMENTS OF ELECTRICAL CODE. C. SEQUENCE OF WORK: WHERE IDENTIFICATION IS TO BE APPLIED TO SURFACES THAT REQUIRE FINISH, INSTALL IDENTIFICATION AFTER COMPLETION OF FINISH WORK. ALL MOUNTING SURFACES SHALL BE CLEANED AND DEGREASED PRIOR TO IDENTIFICATION INSTALLATION. D. CIRCUIT IDENTIFICATION: TAG OR LABEL CONDUCTORS AS FOLLOWS: 1. MULTIPLE POWER OR LIGHTING CIRCUITS IN SAME ENCLOSURE: WHERE MULTIPLE BRANCH CIRCUITS ARE TERMINATED OR SPLICED IN A BOX OR ENCLOSURE, LABEL EACH CONDUCTOR WITH SOURCE AND CIRCUIT NUMBER. 2. MULTIPLE CONTROL WIRING AND COMMUNICATION/SIGNAL CIRCUITS IN SAME ENCLOSURE: FOR CONTROL AND COMMUNICATIONS/SIGNAL WIRING, USE W IRE/CABLE MARKING TAPE AT TERMINATIONS IN WIRING BOXES, TROUGHS, AND CONTROL CABINETS. USE CONSISTENT LETTER/NUMBER CONDUCTOR DESIGNATIONS THROUGHOUT ON WIRE/CABLE MARKING TAPE. 3. MATCH IDENTIFICATION MARKINGS WITH DESIGNATIONS USED IN PANELBOARDS SHOP DRAWINGS, CONTRACT DOCUMENTS, AND SIMILAR PREVIOUSLY ESTABLISHED IDENTIFICATION SCHEMES FOR THE FACILITY'S ELECTRICAL INSTALLATIONS. 4. EMERGENCY OPERATING SIGNS: INSTALL, WHERE REQUIRED BY ELECTRICAL CODE, WHERE INDICATED, OR WHERE REASONABLY REQUIRED TO ASSURE SAFE OPERATION AND MAINTENANCE OF ELECTRICAL SYSTEMS AND OF THE ITEMS TO WHICH THEY CONNECT, ENGRAVED LAMINATE SIGNS WITH WHITE LEGEND ON RED BACKGROUND WITH MINIMUM 3/8-INCH HIGH LETTERING FOR EMERGENCY INSTRUCTIONS ON EMERGENCY POWER OFF, POWER TRANSFER, OR OTHER EMERGENCY OPERATIONS. E.APPLY CIRCUIT/CONTROL/ITEM DESIGNATION LABELS OF ENGRAVED PLASTIC LAMINATE FOR PUSHBUTTONS, PILOT LIGHTS, ALARM/SIGNAL COMPONENTS, AND SIMILAR ITEMS, EXCEPT WHERE LABELING IS SPECIFIED ELSEWHERE. F.INSTALL LABELS PARALLEL TO EQUIPMENT LINES AT LOCATIONS AS REQUIRED AND AT LOCATIONS FOR BEST CONVENIENCE OF VIEWING WITHOUT INTERFERENCE WITH OPERATION AND MAINTENANCE OF EQUIPMENT. G.SELECTIVE COORDINATION LABEL: INSTALL CAUTION SIGNS ON ALL SWITCHBOARDS, DISTRIBUTION PANELS, PANELBOARDS, DISCONNECTS, AND OTHER EQUIPMENT WITH SELECTIVELY COORDINATED OVERCURRENT PROTECTION DEVICES. SIGN AT A MINIMUM SHALL CONTAIN: 1. CAUTION: OVERCURRENT DEVICES IN THIS ENCLOSURE ARE SELECTIVELY COORDINATED. EQUIVALENT REPLACEMENTS AND TRIP SETTINGS ARE REQUIRED. 3.2 LIGHTING CONTROL AND RECEPTACLE COVER PLATES A. PRODUCT: 1. ADHESIVE LABELS AND FIELD MARKINGS B.IDENTIFICATION MATERIAL TO BE ENGRAVED PLASTIC-LAMINATED LABELS, 1/16-INCH MINIMUM THICKNESS WITH WHITE LETTERS ON A RED FACE. LETTER AND NUMBER SIZE TO 1/8-INCH HIGH. C.PROVIDE IDENTIFICATION ON ALL SWITCH AND RECEPTACLE COVER PLATES. IDENTIFICATION SHALL INDICATE SOURCE AND CIRCUIT NUMBER SERVING THE DEVICE (E.G. "C1A #24"). 3.3 CONDUIT AND EXPOSED CABLE LABELING A. PRODUCT: 1. ADHESIVE LABELS AND FIELD MARKINGS B.CONDUIT IDENTIFICATION: PRE-PRINTED, FLEXIBLE, SELF-ADHESIVE VINYL LABELS WITH LEGEND AT 20 FOOT (6 METER) INTERVALS TO IDENTIFY ALL CONDUITS RUN EXPOSED OR LOCATED ABOVE ACCESSIBLE CEILINGS. CONDUITS LOCATED ABOVE NON-ACCESSIBLE CEILING OR IN FLOORS AND WALLS SHALL BE LABELED WITHIN 3 FEET OF BECOMING ACCESSIBLE, OR SEPARATED BY ENCLOSURES, WALLS, PARTITIONS, CEILINGS, AND FLOORS. LABELS FOR MULTIPLE CONDUITS SHALL BE ALIGNED. REFER TO COLOR REQUIREMENTS IN PART 2 WHEN APPLICABLE IN ADDITION TO THE FOLLOWING: 1. 1000 VOLT OR LESS NORMAL/EMERGENCY POWER: INDICATE FEEDER IDENTIFICATION AND VOLTAGE. 2. ESSENTIAL ELECTRICAL SYSTEM EES: WHEN APPLICABLE THE LABEL SHALL INCLUDE "ESSENTIAL ELECTRICAL SYSTEM EES". MAXIMUM INTERVAL BETWEEN LABEL INTERVALS SHALL BE 25 FEET OR AS REQUIRED BY CODE. 3.4 BOX LABELING A. PRODUCTS: 1. ADHESIVE LABELS AND FIELD MARKINGS B.IDENTIFY JUNCTION, PULL AND CONNECTION BOXES: LABELING SHALL BE 3/8-INCH KROY TAPE OR BROTHER SELF-LAMINATING VINYL LABEL, LETTERS/NUMBERS COLOR CODED SAME AS CONDUITS. IN ROOMS THAT ARE PAINTED OUT, PROVIDE LABELING ON INSIDE OF COVER. C.ALL JUNCTION, PULL, AND CONNECTION BOXES SHALL BE IDENTIFIED AS FOLLOWS: 1. FOR POWER AND LIGHTING CIRCUITS, INDICATE SYSTEM VOLTAGE AND IDENTITY OF CONTAINED CIRCUITS ("120V, 1LA1-3,5,7"). 2. ESSENTIAL ELECTRICAL SYSTEM EES: WHEN APPLICABLE THE LABEL SHALL INCLUDE "ESSENTIAL ELECTRICAL SYSTEM EES". MAXIMUM INTERVAL BETWEEN LABEL INTERVALS SHALL BE 25 FEET OR AS REQUIRED BY CODE. 3.5 CONDUCTOR COLOR CODING A. PRODUCTS: 1. ALL WIRE AND CABLES SHALL BE COLOR CODED BY THE MANUFACTURER. B.COLOR CODING SHALL BE APPLIED AT ALL PANELS, SWITCHES, JUNCTION BOXES, PULL BOXES, VAULTS, MANHOLES ETC., WHERE THE WIRES AND CABLES ARE VISIBLE AND TERMINATIONS ARE MADE. THE SAME COLOR CODING SHALL BE USED THROUGHOUT THE ENTIRE ELECTRICAL SYSTEM, THEREFORE MAINTAINING PROPER PHASING THROUGHOUT THE ENTIRE PROJECT. C.COLORED CABLE TIES SHALL BE APPLIED IN GROUPS OF THREE TIES OF SPECIFIED COLOR TO EACH CONDUCTOR AT EACH TERMINAL OR SPLICE POINT STARTING 3 INCHES FROM THE TERMINATION AND SPACED AT 3-INCHES CENTERS. TIGHTEN TO A SNUG FIT, AND CUT OFF EXCESS LENGTH. D.WHERE MORE THAN ONE NOMINAL VOLTAGE SYSTEM EXISTS IN A BUILDING OR FACILITY, EACH UNGROUNDED CONDUCTOR OF A MULTI-WIRE BRANCH CIRCUIT, WHERE ACCESSIBLE, SHALL BE IDENTIFIED BY PHASE AND SYSTEM. 1. 208Y/120 VOLT, 4-WIRE: a. A-PHASE -BLACK b. B-PHASE -RED c. C-PHASE -BLUE d. NEUTRAL -WHITE e. GROUND BOND -GREEN 2.480Y/277 VOLT, 4-WIRE: a. A-PHASE -BROWN b. B-PHASE -ORANGE c. C-PHASE -YELLOW d. NEUTRAL -GRAY e. GROUND BOND -GREEN 3.GROUNDING CONDUCTORS: a. EQUIPMENT GROUNDING CONDUCTORS, MAIN/SYSTEM/SUPPLY-SIDE BONDING JUMPERS: GREEN. 3.6 CONTROL EQUIPMENT IDENTIFICATION A. PRODUCTS: 1. NAMEPLATES AND SIGNS B.PROVIDE IDENTIFICATION ON THE FRONT OF ALL CONTROL EQUIPMENT SUCH AS ENCLOSED CIRCUIT BREAKERS, COMBINATION STARTERS, STARTERS, VFDS, CONTACTORS, ETC. C.IDENTIFICATION SHALL BE PROVIDED FOR ALL CONNECTIONS TO EQUIPMENT FURNISHED BY THIS CONTRACTOR, OTHER CONTRACTORS, OR THE OWNER. D.LABELING SHALL INCLUDE: 1. EQUIPMENT TYPE AND CONTRACT DOCUMENTS DESIGNATION OF EQUIPMENT BEING SERVED. 2. LOCATION OF EQUIPMENT BEING SERVED IF IT IS NOT LOCATED WITHIN SIGHT. 3. VOLTAGE AND PHASE OF CIRCUIT(S). 4. PANEL AND CIRCUIT NUMBER(S) SERVING THE EQUIPMENT. 5. SAMPLE LABEL: EXHAUST FAN EF-1 ("LOCATED ON ROOF") 480V, 3-PHASE FED FROM "1HA1-1" 3.7 EQUIPMENT CONNECTION IDENTIFICATION A. PRODUCTS: 1. NAMEPLATES AND SIGNS B.PROVIDE IDENTIFICATION FOR HARD WIRED ELECTRICAL CONNECTIONS TO EQUIPMENT SUCH AS DISCONNECTS SWITCHES, STARTERS, ETC. PLUG AND CORD TYPE CONNECTIONS DO NOT REQUIRE THIS SPECIFIC LABEL. END OF SECTION TE OLIRFFOAC LANRP E 23191 STA ER REGIST ED INA N REENIGE FO OISSE E AICLCERTL Exp. 06/30/26 MIRASOPHOCLISGEORGY IMEG CORP. RESERVES PROPRIETARY RIGHTS, INCLUDING COPYRIGHTS, TO THIS DRAWING AND THE DATA SHOWN THEREON. SAID DRAWING AND/OR DATA ARE THE EXCLUSIVE PROPERTY OF IMEG CORP. AND SHALL NOT BE USED OR REPRODUCED FOR ANY OTHER PROJECT WITHOUT THE EXPRESS WRITTEN APPROVAL AND PARTICIPATION OF IMEG CORP. ©2022 IMEG CORP. REF. SCALE IN INCHES 0 1 2 3 The FUTURE. Built Smarter www.imegcorp.com R SHEET TITLE PROJECT FACILITY FAC NO: BLDG NO: FLOOR LEV: SECTION: KP PROJ. NO. PERMIT NO. 555 W. 5th St Suite 2950 | Los Angeles, CA 90013 USA Phone 310.820.4600 | Fax 310.207.4215 www.huitt-zollars.com ARCHITECT CONSULTANT ARCHITECT SEAL CONSULTANT SEAL KAISER FOUNDATION HOSPITALS NATIONAL FACILITIES SERVICES 1800 HARRISON STREET OAKLAND, CALIFORNIA 94612 ISSUE / REVISION LOG NO. ISSUED DATE 0 5' 5 0 ' GR A P H I C S C A L E S : 1 / 1 6 " = 1 ' - 0 " 0 25 ' 1/ 8 " = 1 ' - 0 " 5' 0 12 ' 1/ 4 " = 1 ' - 0 " 1' 0 6' 1/ 2 " = 1 ' - 0 " 1' 0 2' 1- 1 / 2 " = 1 ' - 0 " 0 1' 3" = 1 ' - 0 " IF T H I S S H E E T I S N O T 30 " x 4 2 " , I T I S A R E D U C E D PR I N T - S C A L E AC C O R D I N G L Y AGENCY APPLICATION NUMBER AGENCY APPROVAL STAMP THIS DOCUMENT IS THE PROPERTY OF THE OWNER AND IS NOT TO BE USED WITHOUT OWNER'S WRITTEN PERMISSION. HZ PROJ. NO. 222 S. HARBOR BOULEVARD, SUITE 800 I ANAHEIM, CA 92805 PH: 714.490.5555 I FAX: 714.490.5560 IMEG PROJ. NO.: 22008618.00 PROJECT #22008618.00 SOCC 2022 R HBM 1st Fl KPOJ REMODEL E0-04 ELECTRICAL SPECIFICATION CA394-1 CAP0227721R314412.35 HARBOR/MacARTHUR MEDICAL OFF 3401 S. HARBOR BLVD. SANTA ANA, CALIFORNIA 92704 CITY SUBMITTAL 11/03/2025 101125520, 20187249, 40140902 SPECIFICATIONS TABLE OF CONTENTS SECTION 26 09 33 -LIGHTING CONTROL SYSTEMS PART 1 -GENERAL 1.1 SECTION INCLUDES A. LINE AND LOW VOLTAGE STANDALONE LIGHTING CONTROLS B. AUTOMATIC LOAD CONTROL RELAY (ALCR20) C. DISTRIBUTED LIGHTING CONTROL 1.2 RELATED SECTIONS A. THE LIGHTING SYSTEM DESIGN INCLUDES A COMBINATION OF LUMINAIRE SOURCES, LIGHTING CONTROL COMPONENTS, PROGRAMMING SEQUENCES, AND SUPPLEMENTARY COMPONENTS FOR BUILDING AND ENERGY CODE COMPLIANCE. THE DESIGN USES PERFORMANCE-BASED SPECIFICATIONS FOR PORTIONS OF THE LIGHTING SYSTEM TO ACCOUNT FOR THE LIMITATION OF COMPARABLE PRODUCT SOLUTIONS AVAILABLE BY COMPETITIVE MANUFACTURERS. THE CONTRACTOR SHALL REFERENCE RELATED SPECIFICATION SECTIONS, PLANS, SCHEDULES, AND DETAILS PRIOR TO SUBMITTING PRICING, SUBMITTALS, AND INSTALLATION. THE CONTRACTOR SHALL COORDINATE SYSTEM COMPONENT COMPATIBILITY AMONG VARIOUS MANUFACTURERS AND SUPPLIERS FOR A TURNKEY LIGHTING SYSTEM. REFERENCED SECTIONS INCLUDE, BUT ARE NOT LIMITED TO, THE FOLLOWING: 1. 26 51 19 LED LIGHTING 2. ELECTRICAL DRAWINGS: PLANS, LUMINAIRE SCHEDULES, AND DETAILS. 1.3 QUALITY ASSURANCE A. MANUFACTURERS SHALL BE REGULARLY ENGAGED IN THE MANUFACTURE OF LIGHTING CONTROL EQUIPMENT AND ANCILLARY EQUIPMENT, OF TYPES AND CAPACITIES REQUIRED, WHOSE PRODUCTS HAVE BEEN IN SATISFACTORY USE IN SIMILAR SERVICE FOR NOT LESS THAN FIVE (5) YEARS. B. ALL COMPONENTS AND ASSEMBLIES ARE TO BE FACTORY PRE-TESTED PRIOR TO DELIVERY AND INSTALLATION. C. COMPLY WITH ELECTRICAL CODE AS APPLICABLE TO ELECTRICAL WIRING WORK. D. COMPLY WITH APPLICABLE PORTIONS OF NEMA STANDARDS PERTAINING TO TYPES OF ELECTRICAL EQUIPMENT AND ENCLOSURES. E. PANELS AND ACCESSORY DEVICES ARE TO BE UL LISTED UNDER UL 916 ENERGY MANAGEMENT EQUIPMENT. PANELS AND ACCESSORIES USED FOR CONTROL OF LIFE SAFETY AND CRITICAL BRANCH CIRCUITS SHALL BE LISTED UNDER UL 924 EMERGENCY LIGHTING AND POWER EQUIPMENT. F. ALL ASSEMBLIES ARE TO BE IN COMPLIANCE WITH FCC EMISSIONS STANDARDS SPECIFIED IN PART 15 SUBPART J FOR CLASS A APPLICATIONS. 1.4 REFERENCES A. FCC RULES AND REGULATIONS, PART 15, SUBPART J -RADIO FREQUENCY INTERFERENCE B. FS W S 896 SWITCH, TOGGLE C. CALIFORNIA ENERGY CODE -BUILDING ENERGY EFFICIENCY STANDARDS TITLE 24 D. NEMA WD 1 -GENERAL COLOR REQUIREMENTS FOR WIRING DEVICES E. NEMA WD 7 -OCCUPANCY MOTION SENSORS F. CEC CALIFORNIA ELECTRICAL CODE G. UL STANDARD 916 ENERGY MANAGEMENT EQUIPMENT H. UL 924 -EMERGENCY LIGHTING AND POWER EQUIPMENT I. UL 1472 -SOLID-STATE DIMMING CONTROLS 1.5 SUBMITTALS A. SUBMIT PRODUCT DATA UNDER PROVISIONS OF SECTION 26 05 00. B. SUBMIT A COMPREHENSIVE PACKAGE INCLUDING DEVICES, HARDWARE, SOFTWARE, PRODUCT SPECIFICATION, FINISHES, DIMENSIONS, INSTALLATION INSTRUCTIONS, WARRANTY, SYSTEM SOFTWARE REQUIREMENTS[, AND ROLES AND RESPONSIBILITIES OF ALL PERSONS AND GROUPS INVOLVED IN INSTALLATION, EXECUTION, AND COMMISSIONING]. C. PROVIDE FLOOR PLAN SHOWING LOCATION, ORIENTATION, AND COVERAGE AREA OF EACH CONTROL DEVICE, SENSOR, AND CONTROLLER/INTERFACE. FOR AREAS REQUIRING MULTIPLE SENSOR DEVICES FOR APPROPRIATE COVERAGE, SUBMIT SPECIFIC MANUFACTURER- APPROVED SENSOR LAYOUT AS AN OVERLAY DIRECTLY ON THE PROJECT DRAWINGS, EITHER IN PRINT OR APPROVED ELECTRONIC FORM. D. SUBMIT A LIST OF DEVICES AND EQUIPMENT THAT WILL BE INSTALLED FOR EACH SEQUENCE OF OPERATION. E. SUBMIT PROJECT SPECIFIC CONTROL WIRING DIAGRAMS SHOWING ALL EQUIPMENT, LINE VOLTAGE, AND CONTROL WIRING REQUIREMENTS FOR ALL COMPONENTS INCLUDING, BUT NOT LIMITED TO, DIMMERS, RELAYS, LOW VOLTAGE SWITCHES, OCCUPANCY SENSORS, CONTROL STATIONS, AND COMMUNICATION INTERFACES AND PROGRAMMING INSTRUCTIONS FOR EACH SEQUENCE OF OPERATION. INCLUDE NETWORK CABLE SPECIFICATION AND END-OF-LINE TERMINATION DETAILS, IF REQUIRED. 1.6 EXTRA STOCK A. PROVIDE EXTRA STOCK UNDER PROVISIONS OF SECTION 26 05 00. B. SENSORS, CONTROLS, POWER SUPPLIES, AND RELAYS: FIVE (5) PERCENT OF QUANTITY INSTALLED. MINIMUM OF TWO (2) OF EACH CONFIGURATION AND TYPE. 1.7 PROJECT RECORD DOCUMENTS A. SUBMIT PROJECT RECORD DOCUMENTS UNDER PROVISIONS OF SECTION 26 05 00. B. ACCURATELY RECORD LOCATION OF ALL CONTROLS AND DEVICES. INCLUDE DESCRIPTION OF SWITCHING SEQUENCES AND CIRCUITING ARRANGEMENTS. 1.8 OPERATION AND MAINTENANCE DATA A. SUBMIT EMERGENCY, OPERATION, AND MAINTENANCE DATA UNDER PROVISIONS OF SECTION 26 05 00. DATA SHALL ALSO INCLUDE THE FOLLOWING: 1. SCHEDULE FOR ROUTINE MAINTENANCE, INSPECTION, AND CALIBRATION OF ALL LIGHTING CONTROL DEVICES AND SYSTEM COMPONENTS. RECOMMENDED SCHEDULE FOR INSPECTION AND RECALIBRATION OF SENSORS. 2. COMPLETE NARRATIVE DESCRIBING INTENDED OPERATION AND SEQUENCE FOR EACH CONTROL SCENARIO AND SYSTEM COMPONENT, UPDATED TO REFLECT ALL CHANGES RESULTING FROM COMMISSIONING OF SYSTEMS. NARRATIVE SHALL INDICATE RECOMMENDED SETTINGS FOR DEVICES WHERE APPLICABLE. 3. REPLACEMENT PART NUMBERS FOR ALL SYSTEM COMPONENTS. B.IDENTIFY INSTALLED LOCATION AND LABELING FOR EACH LUMINAIRE CONTROLLED BY AUTOMATED LIGHTING CONTROLS. 1.9 SYSTEM DESCRIPTION A. PERFORMANCE STATEMENT: THIS SPECIFICATION SECTION AND THE ACCOMPANYING LIGHTING DESIGN DOCUMENTS DESCRIBE THE MINIMUM MATERIAL QUALITY, REQUIRED FEATURES, AND OPERATIONAL REQUIREMENTS OF THE LIGHTING CONTROL SYSTEM (LCS). THESE DOCUMENTS DO NOT CONVEY EVERY WIRE THAT MUST BE INSTALLED AND EVERY EQUIPMENT CONNECTION THAT MUST BE MADE. BASED ON THE PERFORMANCE REQUIRED OF THE SYSTEM, AS PRESENTED IN THESE DOCUMENTS, THE CONTRACTOR AND SYSTEM MANUFACTURER/VENDOR ARE SOLELY RESPONSIBLE FOR DETERMINING ALL EQUIPMENT, WIRING, AND PROGRAMMING REQUIRED FOR A COMPLETE AND OPERATIONAL SYSTEM. B. PROVIDE AN INTEGRATED LIGHTING CONTROLS SYSTEM CONSISTING OF PANELS, POWER SUPPLIES, CONTROLLERS, SENSORS, RELAYS, SWITCHES, DEVICES, WIRING, ETC. NECESSARY TO PERFORM THE LIGHTING CONTROL SEQUENCE OF OPERATION AS DEFINED ON THE PLANS AND SPECIFICATIONS. CONTRACTOR IS RESPONSIBLE FOR CONFIRMING THAT ALL COMPONENTS AND LUMINAIRES INTEROPERATE AS A SINGLE SYSTEM. 1. SEQUENCE OF OPERATION: DESCRIBES THE REQUIRED OPERATION AND PERFORMANCE FOR LIGHTING CONTROL IN EACH SPACE. SEQUENCES OF OPERATION ARE INDICATED ON THE DRAWINGS. 2. DRAWINGS: THE DRAWINGS INCLUDE SEQUENCES OF OPERATION, LOCATIONS OF CONTROL INTERFACE DEVICES, SENSORS, AND CONTROL ZONES. WIRING AND ADDITIONAL EQUIPMENT TO MAKE A COMPLETE AND FUNCTIONING SYSTEM HAS NOT BEEN SHOWN, BUT SHALL BE SUBMITTED WITH THE SHOP DRAWINGS. C.THE FOLLOWING CONTROL TYPES AND FEATURES ARE ACCEPTABLE. ACCEPTABLE CONTROL LOCATIONS ARE SHOWN ON THE DRAWINGS. 1. LINE VOLTAGE CONTROL: CONTROL EQUIPMENT CONSISTS OF TRADITIONAL LINE VOLTAGE WIRING DEVICES AND EQUIPMENT SUCH AS SWITCHES, DIMMERS AND COMBINATION OCCUPANCY/VACANCY SENSOR SWITCHES, ETC. 2. DISTRIBUTED CONTROL: CONTROL EQUIPMENT IS IN THE SPACE/ZONE BEING CONTROLLED; NOT RELIANT ON CENTRALIZED CONTROLLERS. 1.10 WARRANTY A. MANUFACTURER SHALL WARRANT PRODUCTS UNDER NORMAL USE AND SERVICE TO BE FREE FROM DEFECTS IN MATERIALS AND WORKMANSHIP FOR A PERIOD OF TWO (2) YEARS FROM DATE OF COMMISSIONING. B. OCCUPANCY, VACANCY, DAYLIGHT SENSORS AND CONTROLS SHALL HAVE A FIVE (5) YEAR WARRANTY FROM DATE OF SUBSTANTIAL COMPLETION. PART 2 -PRODUCTS 2.1 LIGHTING CONTROLS A. ALL ITEMS OF MATERIAL HAVING A SIMILAR FUNCTION (E.G., SWITCHES, DIMMERS, SENSORS, CONTACTORS, RELAYS, ETC.) SHALL BE OF THE SAME MANUFACTURER, UNLESS SPECIFICALLY STATED OTHERWISE ON DRAWINGS OR ELSEWHERE IN THE SPECIFICATIONS. LIGHTING CONTROL SWITCHES, SYSTEMS, AND COMPONENTS SHALL BE LISTED. B. COLOR OF LIGHTING CONTROLS AND SENSORS SHALL MATCH THE RECEPTACLE WIRING DEVICES SPECIFIED IN THE SPACE. C. THE FUNCTIONS DESCRIBED IN THE LIGHTING SEQUENCE OF OPERATION SHALL DICTATE THE ACTUAL LIGHTING CONTROL DEVICE REQUIRED TO ACCOMPLISH THE FUNCTIONS DESCRIBED FOR THE SPACE. • SECTION 26 09 33 -LIGHTING CONTROL SYSTEMS • SECTION 26 24 19 -MOTOR CONTROL • SECTION 26 27 26 -WIRING DEVICES 2.2 DEVICE COLOR A. ALL SWITCH, LIGHTING CONTROLS, AND COVER PLATE COLORS SHALL BE THE SAME AS WIRING DEVICES, UNLESS INDICATED OTHERWISE. 2.3 COVERPLATES A. ALL SWITCHES AND LIGHTING CONTROLS SHALL BE COMPLETE WITH COVER PLATES THAT MATCH MATERIAL AND COLOR OF THE WIRING DEVICE COVER PLATES IN THE SPACE. B. WHERE SEVERAL DEVICES ARE GANGED TOGETHER, THE COVER PLATE SHALL BE OF THE GANGED STYLE FOR THE NUMBER OF DEVICES USED. C. INSTALL NAMEPLATE IDENTIFICATION AS INDICATED IN SECTION 26 05 53. D. PLATE-SECURING SCREWS SHALL BE METAL WITH HEAD COLOR MATCHING THE WALL PLATE FINISH. 2.4 WALL SWITCHES A. REFER TO ELECTRICAL SYMBOLS LIST FOR DEVICE TYPE. B. SW-1P; SINGLE POLE SWITCH: 1. SINGLE THROW, 120/277-VOLT, 20-AMP MAINTAINED CONTACT. TOGGLE HANDLE, SIDE AND BACK WIRED. 2. MANUFACTURERS: a. HUBBELL HBL1221 b. LEVITON 1221-2 c. PASS & SEYMOUR PS20AC1 d. COOPER AH1221 C.SW-1P-EM; EMERGENCY SINGLE POLE SWITCH: 1. SINGLE THROW, 120/277-VOLT, 20-AMP MAINTAINED CONTACT. RED HANDLE, SIDE AND BACK WIRED. 2. MANUFACTURERS: a. HBL1221R b. LEVITON 1221-2R c. PASS & SEYMOUR PS20AC1-RED d. COOPER AH1221RD 2.5 WALL DIMMERS A. UL LISTED WITH INTEGRAL AIR-GAP SWITCH FOR ON/OFF CONTROL. B. INTEGRAL EMI/RFI SUPPRESSION. C. NON-VIEWABLE HEAT SINK. D. DIMMER COMPATIBILITY AND WIRING WITH THE LOAD BEING CONTROLLED SHALL BE VERIFIED BY CONTRACTOR PRIOR TO PURCHASE AND INSTALLATION. E. DIMMER TO MATCH DEVICE COLOR. F. SW-D-LED; LED ELECTRONIC DRIVER DIMMER: 1. 277-VOLT, DECORA STYLE LINEAR SLIDER OPERATOR WITH POSITIVE OFF. COLOR TO MATCH ADJACENT DEVICES. LUMINAIRE MANUFACTURER SHALL LIST COMPATIBLE DIMMER MANUFACTURERS AND MODELS. 0-10V DIMMERS SHALL COMPLY WITH IEC 60629 ANNEX E. 2. MANUFACTURERS: a. COMPATIBLE WITH PROVIDED LED DRIVER. 2.6 INDOOR OCCUPANCY SENSORS A. GENERAL DESCRIPTION: WALL-OR CEILING-MOUNTING, SOLID-STATE UNITS WITH A SEPARATE POWER SUPPLY/RELAY UNIT. 1. OPERATION: UNLESS OTHERWISE INDICATED, TURN LIGHTS ON WHEN COVERED AREA IS OCCUPIED AND OFF WHEN UNOCCUPIED, WITH A TIME DELAY FOR TURNING LIGHTS OFF, ADJUSTABLE OVER A MINIMUM RANGE OF 1 TO 30 MINUTES. 2. SENSOR OUTPUT: CONTACTS RATED TO OPERATE THE CONNECTED RELAY, COMPLYING WITH UL 773A. SENSOR SHALL BE POWERED FROM THE RELAY UNIT. 3. RELAY UNIT: DRY CONTACTS RATED FOR 20 A BALLAST LOAD AT 120 AND 277 VAC, FOR 13- AMP TUNGSTEN AT 120 VAC, AND FOR 1 HP AT 120 VAC. POWER SUPPLY TO SENSOR SHALL BE 24 V DC, 150-MA, CLASS 2 POWER SOURCE AS DEFINED BY ELECTRICAL CODE. 4. MOUNTING: a. SENSOR: SUITABLE FOR MOUNTING IN ANY POSITION ON A STANDARD OUTLET BOX. b. RELAY: EXTERNALLY MOUNTED THROUGH A 1/2-INCH KNOCKOUT IN A STANDARD ELECTRICAL ENCLOSURE. MOUNT RELAY ABOVE ACCESSIBLE CEILING NEAR ENTRY DOOR TO ROOM OR AREA. c. TIME DELAY AND SENSITIVITY ADJUSTMENTS: RECESSED AND CONCEALED. 5.INDICATOR: LED TO SHOW WHEN MOTION IS BEING DETECTED DURING TESTING AND NORMAL OPERATION OF THE SENSOR. 6.BYPASS SWITCH: OVERRIDE THE ON FUNCTION IN CASE OF SENSOR FAILURE. 7.POWER SUPPLY AND CHILD PACKS: PROVIDE AS REQUIRED FOR SENSOR QUANTITY AND SWITCHING SCHEME. MOUNT TO STANDARD 1/2" KNOCKOUT ON ELECTRICAL BOX ABOVE ACCESSIBLE CEILING NEAR ENTRY DOOR TO ROOM OR AREA. SENSOR POWER SHALL BE FROM EMERGENCY CIRCUIT IF EMERGENCY LIGHTING IS IN THE AREA. 8.DETECTION COVERAGE (ROOM): DETECT OCCUPANCY ANYWHERE IN AN AREA BASED ON HAND MOTION. 9.WARRANTY: FIVE (5) YEAR WARRANTY. B.DUAL-TECHNOLOGY TYPE: DETECT OCCUPANCY BY USING A COMBINATION OF PIR AND ULTRASONIC [OR ACOUSTIC] DETECTION METHODS IN AREA OF COVERAGE. PARTICULAR TECHNOLOGY OR COMBINATION OF TECHNOLOGIES THAT CONTROLS ON AND OFF FUNCTIONS SHALL BE SELECTABLE IN THE FIELD BY OPERATING CONTROLS ON UNIT. 1. SW-VS-D OR SW-OC-D; 360 DEGREE COVERAGE PATTERN: a. FREQUENCY GREATER THAN 40 KHZ. DUAL SENSING VERIFICATIONS (REQUIRES BOTH TECHNOLOGIES TO ACTIVATE), EITHER TECHNOLOGY MAINTAINS ON STATUS. INTEGRATED AMBIENT LIGHT LEVEL SENSOR (2 TO 200 FC RANGE), ADJUSTABLE SENSITIVITY AND TIME DELAY[, INTEGRATED ISOLATED RELAY CONTACT]. SENSOR SHALL CONTROL ALL CIRCUITS IN AREA, UNLESS NOTED OTHERWISE. INITIAL SETTINGS: AMBIENT SENSOR 40 FC. b. MANUFACTURERS: 1. WATT STOPPER DT 300 SERIES 2. LEVITON OSC##-MOW 2.SW-O; WALL SWITCH: a. WALL SWITCH WITH MANUAL ON/AUTO OFF. 120/277 VAC LOAD RATING OF 0-800 W FOR BALLAST, LED OR TUNGSTEN. 5-, 15-, 30-MINUTE ADJUSTABLE OFF DELAY. COVERAGE OF MINOR MOTION IN 12' X 15' PATTERN. b. MANUFACTURERS: 1. WATT STOPPER DW-100 SERIES 2.7 DISTRIBUTED LIGHTING CONTROL A. MANUFACTURERS: AS LISTED BELOW MEET THE QUALIFICATIONS AS OUTLINED IN THIS SPECIFICATION. CONTRACTOR IS RESPONSIBLE FOR VERIFYING THAT SELECTED MANUFACTURER IS CAPABLE OF FURNISHING THE COMPLETE SYSTEM AS SPECIFIED HEREIN. 1. ACUITY CONTROLS NLIGHT SERIES 2. LEGRAND WATT STOPPER DLM SERIES 3. APPROVED EQUAL B.SYSTEM DESCRIPTION: THE LIGHTING CONTROL SYSTEM SHALL BE A NETWORK OF REMOTE MODULES SYSTEM INCLUDES ALL ASSOCIATED WIRING, RELAY MODULES, PHOTOCELLS, SWITCHES, DIMMERS, TIME CLOCK, OCCUPANCY SENSORS. SYSTEM SHALL UTILIZE DISTRIBUTED RELAYS MODULES, ALLOWING THESE RELAY MODULES TO BE LOCATED ABOVE ACCESSIBLE CEILINGS IN OR ADJACENT TO ROOMS THEY ARE CONTROLLING. C.CONTROL DEVICES: ALL OCCUPANCY SENSORS SHALL BE DUAL TECHNOLOGY TYPE. OCCUPANCY SENSORSSHALL BE PROVIDED WITH SYSTEM AND DESIGNED TO OPERATE ON SYSTEM NETWORK. SUPPLEMENTAL POWER PACKS SHALL BE PROVIDED AS REQUIRED FOR MULTIPLE CONTROL DEVICES. THIS EQUIPMENT SHALL BE IDENTIFIED IN SHOP DRAWING SUBMISSION. D.RELAY MODULES: MOUNTED IN NEMA ENCLOSURE WITH PHYSICALLY SEPARATE 120/277-VOLT WIRING COMPARTMENT FROM LOW VOLTAGE CONTROL WIRING. PROVIDE LOW VOLTAGE DIGITAL COMMUNICATION TO CONTROL DEVICES AS SHOWN ON DRAWINGS AND SCHEDULES. SUPPLEMENTAL POWER PACKS SHALL BE PROVIDED AS REQUIRED FOR MULTIPLE CONTROL DEVICES. THIS EQUIPMENT SHALL BE IDENTIFIED IN SHOP DRAWING SUBMISSION. DIMMABLE RELAY MODULES SHALL BE PROVIDED WHERE INDICATED. RELAY MODULES SHALL CONTAIN UP TO FOUR (4) RELAYS. RELAY MODULES SHALL BE LABELED WITH ROOM NUMBER THAT RELAYS CONTROL LIGHTING WITHIN. 2.8 CONDUCTORS AND CABLES A. CONTROL WIRING: 1. NETWORK CABLING AS REQUIRED BY MANUFACTURER. PART 3 -EXECUTION 3.1 EXAMINATION A. VERIFY THAT SURFACES ARE READY TO RECEIVE WORK. B. VERIFY FIELD DIMENSIONS AND COORDINATE PHYSICAL SIZE OF ALL EQUIPMENT WITH THE ARCHITECTURAL REQUIREMENTS OF THE SPACES INTO WHICH THEY ARE TO BE INSTALLED. ALLOW SPACE FOR ADEQUATE VENTILATION AND CIRCULATION OF AIR. C. VERIFY THAT REQUIRED UTILITIES ARE AVAILABLE, IN PROPER LOCATION, AND READY FOR USE. D. BEGINNING OF INSTALLATION MEANS INSTALLER ACCEPTS EXISTING CONDITIONS. 3.2 INSTALLATION A. INSTALL IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS AND APPROVED SHOP DRAWINGS. B. ALL WIRING SHALL BE INSTALLED IN CONDUIT. CLASS II LOW VOLTAGE CONTROL WIRING MAY BE OPEN WIRING AND SHALL MAINTAIN 150 MM (6 INCH) SPACING FROM ELECTRONIC BALLAST AND OTHER RFI/EMI SOURCES. C. ALL BRANCH LOAD CIRCUITS SHALL BE LIVE TESTED BEFORE CONNECTING THE LOADS TO THE LIGHTING CONTROL PANEL. 3.3 AUTOMATIC LOAD CONTROL RELAYS (ALCR20) AND BRANCH CIRCUIT EMERGENCY LIGHTING TRANSFER SWITCH (BCELTS) 3.4 SUPPORT SERVICES A. SYSTEM STARTUP: 1. MANUFACTURER SHALL PROVIDE FACTORY AUTHORIZED TECHNICIAN TO CONFIRM PROPER INSTALLATION AND OPERATION OF ALL SYSTEM COMPONENTS. B.TESTING: 1. SYSTEM SHALL BE COMPLETELY FUNCTIONAL TESTED BY A FACTORY-AUTHORIZED TECHNICIAN. ALL LOADS SHALL BE TESTED LIVE FOR CONTINUITY AND FREEDOM FROM DEFECTS, AND ALL CONTROL WIRING SHALL BE TESTED FOR CONTINUITY AND CONNECTIONS PRIOR TO ENERGIZING THE SYSTEM COMPONENTS. 2. PROGRAMMING OF INITIAL ZONES, SCHEDULES, LIGHTING LEVELS, CONTROL STATION GROUPS, AND SENSOR SETTINGS SHALL BE PERFORMED BY A FACTORY-AUTHORIZED TECHNICIAN. LIGHTING CONTROL SEQUENCE OF OPERATION SHALL SERVE AS A BASIS FOR PROGRAMMING, HOWEVER, ALL FINAL DECISIONS REGARDING GROUPS AND SCHEDULES SHALL BE AT THE DIRECTION OF THE OWNER. THE FOLLOWING PROCEDURES SHALL BE PERFORMED AT A MINIMUM: a. CONFIRM OCCUPANCY SENSOR PLACEMENT, SENSITIVITY, AND TIME DELAY SETTINGS TO MEET SPECIFIED PERFORMANCE CRITERIA. b. CONFIRM DAYLIGHT SENSOR PLACEMENT, SENSITIVITY, DEADBAND, AND DELAY SETTINGS TO MEET SPECIFIED PERFORMANCE CRITERIA. c. CONFIRM THAT SCHEDULES AND TIME CONTROLS ARE CONFIGURED TO MEET SPECIFIED PERFORMANCE CRITERIA AND OWNER'S OPERATING REQUIREMENTS. 3.VERIFY OCCUPANCY SENSOR OPERATION IS CORRECT AFTER FURNITURE AND EQUIPMENT IS INSTALLED IN EACH AREA. MAKE ADJUSTMENTS TO SENSOR SETTINGS AND TIME DELAYS TO ALLOW PROPER OPERATION. 4.VERIFY OCCUPANCY/VACANCY SENSORS ARE LOCATED TO PROVIDE COMPLETE COVERAGE FOR THE AREA SERVED WITH NO NUISANCE SWITCHING. a. RELOCATE SENSORS OR PROVIDE ADDITIONAL SENSORS AS NECESSARY TO PROVIDE ADEQUATE COVERAGE. b. MASK OCCUPANCY SENSORS WHERE NECESSARY TO PREVENT NUISANCE SWITCHING FROM ADJACENT AREAS. C.TRAINING: 1. MANUFACTURER SHALL PROVIDE COMPETENT FACTORY-AUTHORIZED TECHNICIAN TO TRAIN OWNER PERSONNEL IN THE OPERATION, MAINTENANCE AND PROGRAMMING OF THE LIGHTING CONTROL SYSTEM. SUBMIT TRAINING PLAN WITH NOTIFICATION SEVEN (7) DAYS PRIOR TO PROPOSED TRAINING DATES. 2. TRAINING DURATION SHALL BE NO LESS THAN THREE (3) DAYS, WITH ONE (1) DAY BEING SCHEDULED AT LEAST TWO (2) WEEKS AFTER INITIAL TRAINING. D.DOCUMENTATION: 1. MANUFACTURER SHALL PROVIDE SYSTEM DOCUMENTATION INCLUDING: a. SYSTEM ONE-LINE SHOWING ALL PANELS, NUMBER AND TYPE OF CONTROL STATIONS AND SENSORS, COMMUNICATION LINE, AND NETWORK OR BMS/BAS INTERFACE UNIT. b. DRAWINGS FOR EACH PANEL SHOWING HARDWARE CONFIGURATION AND NUMBERING. c. PANEL WIRING SCHEDULES. d. TYPICAL DIAGRAMS FOR EACH COMPONENT. END OF SECTION SECTION 26 24 19 -MOTOR CONTROL PART 1 -GENERAL 1.1 SECTION INCLUDES A. MANUAL MOTOR STARTERS B. ENCLOSED CIRCUIT BREAKERS 1.2 RELATED SECTIONS AND WORK A. REFER TO THE ONE-LINE DIAGRAM FOR RATING AND CONFIGURATION. 1.3 REFERENCES A. ANSI/UL STANDARD 508. STANDARD FOR INDUSTRIAL CONTROL EQUIPMENT B. FS W -C-375 -CIRCUIT BREAKERS, MOLDED CASE; BRANCH CIRCUIT AND SERVICE C. FS W -S-865 -SWITCH, BOX, (ENCLOSED), SURFACE-MOUNTED D. NEMA AB 1 -MOLDED CASE CIRCUIT BREAKERS E. NEMA KS 1 -ENCLOSED SWITCHES F. NEMA PB 1.1 -INSTRUCTIONS FOR SAFE INSTALLATION, OPERATION AND MAINTENANCE OF PANELBOARDS RATED 600 VOLTS OR LESS 1.4 SUBMITTALS A. SUBMIT SHOP DRAWINGS AND PRODUCT DATA UNDER PROVISIONS OF SECTION 26 05 00. B. INDICATE ON SHOP DRAWINGS, FRONT AND SIDE VIEWS OF ENCLOSED CIRCUIT BREAKER WITH OVERALL DIMENSIONS. INCLUDE CONDUIT ENTRANCE LOCATIONS AND REQUIREMENTS; WIRING DIAGRAMS THAT DIFFERENTIATE BETWEEN MANUFACTURER-INSTALLED AND FIELD- INSTALLED WIRING; NAMEPLATE LEGENDS; SIZE AND NUMBER OF BUS BARS PER PHASE, [ NEUTRAL,] AND GROUND; ELECTRICAL CHARACTERISTICS INCLUDING VOLTAGE, FRAME SIZE AND TRIP RATINGS, WITHSTAND RATINGS, AND TIME-CURRENT CURVES OF ALL EQUIPMENT AND COMPONENTS. INDICATE CIRCUIT BREAKER DESIGNATION ON SHOP DRAWINGS. C. PROVIDE PRODUCT DATA ON MOTOR STARTERS AND COMBINATION MOTOR STARTERS, RELAYS, PILOT DEVICES, AND SWITCHING AND OVER-CURRENT PROTECTIVE DEVICES. 1.5 DELIVERY, STORAGE, AND HANDLING A. DELIVER PRODUCTS TO SITE UNDER PROVISIONS OF SECTION 26 05 00. B. STORE AND PROTECT PRODUCTS UNDER PROVISIONS OF SECTION 26 05 00. C. STORE IN A CLEAN, DRY SPACE. MAINTAIN FACTORY WRAPPING OR PROVIDE AN ADDITIONAL HEAVY CANVAS OR HEAVY PLASTIC COVER TO PROTECT UNITS FROM FUMES, DIRT, WATER, CONSTRUCTION DEBRIS, TRAFFIC, AND PHYSICAL DAMAGE. D. HANDLE IN ACCORDANCE WITH MANUFACTURER'S WRITTEN INSTRUCTIONS. LIFT ONLY WITH LUGS PROVIDED FOR THE PURPOSE. HANDLE CAREFULLY TO AVOID DAMAGE TO MOTOR CONTROL CENTER COMPONENTS, ENCLOSURE, AND FINISH. 1.6 OPERATION AND MAINTENANCE DATA A. SUBMIT OPERATION AND MAINTENANCE DATA UNDER PROVISIONS OF SECTION 26 05 00. B. INCLUDE SPARE PARTS DATA LISTING; SOURCE AND CURRENT PRICES OF REPLACEMENT PARTS AND SUPPLIES; AND RECOMMENDED MAINTENANCE PROCEDURES AND INTERVALS. PART 2 -PRODUCTS 2.1 MANUAL MOTOR STARTERS A. ACCEPTABLE MANUFACTURERS: 1. SQUARE D 2500 SERIES 2. EATON MS SERIES 3. ABB 4. SIEMENS SMF / MMS SERIES B.MANUAL MOTOR STARTER: NEMA ICS 2; AC GENERAL-PURPOSE CLASS A MANUALLY OPERATED NON-REVERSING FULL-VOLTAGE CONTROLLER FOR INDUCTION MOTORS RATED IN HORSEPOWER, WITH OVERLOAD RELAY, AND TOGGLE OPERATOR. C.FRACTIONAL HORSEPOWER MANUAL STARTER: NEMA ICS 2; AC GENERAL-PURPOSE CLASS A MANUALLY OPERATED, FULL-VOLTAGE CONTROLLER FOR FRACTIONAL HORSEPOWER INDUCTION MOTORS, WITH THERMAL OVERLOAD UNIT, AND TOGGLE OPERATOR. D.ENCLOSURE: NEMA ICS 6; TYPE 1. 2.2 ENCLOSEDOVER-CURRENT PROTECTION AND DISCONNECTING MEANS 1. STARTER MANUFACTURER B.MOLDED CASE THERMAL-MAGNETIC CIRCUIT BREAKERS: CIRCUIT BREAKERS WITH INTEGRAL THERMAL AND ADJUSTABLE INSTANTANEOUS MAGNETIC TRIP IN EACH POLE. C.NON-FUSIBLE SWITCH ASSEMBLIES: QUICK-MAKE, QUICK-BREAK, LOAD INTERRUPTER ENCLOSED KNIFE SWITCH WITH EXTERNALLY OPERABLE HANDLE. PROVIDE INTERLOCK TO PREVENT OPENING FRONT COVER WITH SWITCH IN ON POSITION. HANDLE LOCKABLE IN OFF POSITION. PART 3 -EXECUTION 3.1 INSTALLATION A. SELECT AND INSTALL HEATER ELEMENTS IN MOTOR STARTERS TO MATCH INSTALLED MOTOR CHARACTERISTICS. B. SET FIELD-ADJUSTABLE SWITCHES AND CIRCUIT-BREAKER TRIP RANGES. END OF SECTION SECTION 26 27 26 -WIRING DEVICES PART 1 -GENERAL 1.1 SECTION INCLUDES A. DEVICE PLATES AND BOX COVERS B. RECEPTACLES (REC-#) 1.2 QUALITY ASSURANCE A. PROVIDE SIMILAR DEVICES FROM A SINGLE MANUFACTURER. B. ELECTRICAL COMPONENTS, DEVICES, AND ACCESSORIES: LISTED AND LABELED AS DEFINED IN THE ELECTRICAL CODE, BY A TESTING AGENCY TO AUTHORITIES HAVING JURISDICTION AND MARKED FOR INTENDED USE. C. CEC CALIFORNIA ELECTRICAL CODE D. UL 498 -STANDARD FOR ATTACHMENT PLUGS AND RECEPTACLES E. UL 943 -STANDARD FOR GROUND FAULT CIRCUIT INTERRUPTERS 1.3 SUBMITTALS A. SUBMIT PRODUCT DATA UNDER PROVISIONS OF SECTION 26 05 00. B. PROVIDE PRODUCT DATA SHOWING CONFIGURATIONS, FINISHES, DIMENSIONS, AND MANUFACTURER'S INSTRUCTIONS. 1.4 COORDINATION A. RECEPTACLES FOR OWNER FURNISHED EQUIPMENT: MATCH PLUG CONFIGURATIONS. B. CORD AND PLUG SETS: MATCH EQUIPMENT REQUIREMENTS PART 2 -PRODUCTS 2.1 DEVICE COLOR A. ALL SWITCH, RECEPTACLE, AND OUTLET COLORS SHALL BE WHITE FOR NORMAL POWER AND RED FOR EMERGENCY POWER. 2.2 COVERPLATES A. ALL SWITCHES, RECEPTACLES, AND OUTLETS SHALL BE COMPLETE WITH THE FOLLOWING: 1. DECORATOR GRADE -DECORATOR THERMOPLASTIC AND MATCH DEVICE COLOR WALLPLATES IN FINISHED SPACES WHERE WALLS ARE FINISHED. a. MANUFACTURER: 1. LEVITON DECORA 2. HUBBELL DECORATOR 3. COOPER DECORATOR 4. OR APPROVED EQUAL B.WHERE SEVERAL DEVICES ARE GANGED TOGETHER, THE COVERPLATE SHALL BE OF THE GANGED STYLE FOR THE NUMBER OF DEVICES USED. C.INSTALL NAMEPLATE IDENTIFICATION AS INDICATED IN SECTION 26 05 53. D.PLATE SECURING SCREWS SHALL BE METAL WITH HEAD COLOR MATCHING THE WALL PLATE FINISH. 2.3 RECEPTACLES A. REFER TO ELECTRICAL SYMBOLS LIST FOR DEVICE TYPE. B. DEVICES THAT ARE SHADED ON THE DRAWINGS SHALL BE RED. C. REC-DUP: NEMA 5-20R DUPLEX RECEPTACLE: 1. HOSPITAL GRADE: 125-VOLT, 20 AMP, 3-WIRE GROUNDING TYPE HOSPITAL GRADE WITH IMPACT RESISTANT THERMOPLASTIC FACE AND ONE-PIECE NICKEL-PLATED BRASS BACK STRAP WITH INTEGRAL GROUND CONTACTS. a. MANUFACTURERS: 1. HUBBELL HBL8300 2. LEVITON 8300 3. PASS & SEYMOUR 8300 4. COOPER AH8300 D.REC-DUP-GFI: NEMA 5-20R GROUND FAULT DUPLEX RECEPTACLE: 1. HOSPITAL GRADE: 125-VOLT, 20 AMP, 3-WIRE GROUNDING TYPE HOSPITAL GRADE WITH TEST AND RESET BUTTONS IN IMPACT RESISTANT THERMOPLASTIC FACE. a. DEVICE SHALL PERFORM SELF-TEST OF GFCI CIRCUITRY IN ACCORDANCE WITH UL 943. b. MANUFACTURERS: 1. HUBBELL GFRST83 2. LEVITON GFNT2-HG 3. PASS & SEYMOUR 2097HG 4. COOPER SGFH20 E.REC-QUAD: NEMA 5-20R DOUBLE DUPLEX RECEPTACLE: 1. CONSISTS OF TWO DUPLEX RECEPTACLES, DOUBLE GANG BOX, PLASTER RING AND FACEPLATE. a. MANUFACTURERS: 1. REFER TO DUPLEX RECEPTACLE ABOVE. F.REC-QUAD-GFI: NEMA 5-20R DOUBLE DUPLEX GFI RECEPTACLE: 1. CONSISTS OF TWO DUPLEX GFI RECEPTACLES, DOUBLE GANG BOX, PLASTER RING AND FACEPLATE. a. MANUFACTURERS: 1. REFER TO DUPLEX GFI RECEPTACLE ABOVE. G.BACK WIRED DEVICES SHALL BE COMPLETE WITH EIGHT HOLES THAT ARE SCREW ACTIVATED WITH METAL CLAMPS FOR CONNECTION TO #12 OR #10 COPPER CONDUCTORS. H.SIDE WIRED DEVICES SHALL HAVE FOUR BINDING SCREWS THAT ARE UNDERCUT FOR POSITIVE WIRE RETENTION. I.GROUND FAULT CIRCUIT INTERRUPTER (GFCI) RECEPTACLES SHALL COMPLY WITH UL 943 REQUIRING INCREASED SURGE IMMUNITY, IMPROVED CORROSION RESISTANCE, IMPROVED RESISTANCE TO FALSE TRIPPING AND DIAGNOSTIC INDICATION FOR MISWIRING IF THE LINE AND LOAD CONDUCTORS ARE REVERSED DURING INSTALLATION. PART 3 -EXECUTION 3.1 INSTALLATION A. INSTALL CONVENIENCE RECEPTACLES AT ELEVATIONS INDICATED IN THE GENERAL INSTALLATION NOTES ON THE CONTRACT DRAWINGS. B. INSTALL SPECIFIC-USE RECEPTACLES AT HEIGHTS SHOWN ON THE CONTRACT DRAWINGS. INSTALL DEVICES LEVEL, PLUMB, AND SQUARE WITH BUILDING LINES. COORDINATE INSTALLATION OF ADJACENT DEVICES OF SEPARATE SYSTEMS WITH COMMON MOUNTING HEIGHTS, INCLUDING LIGHTING, POWER, SYSTEMS, TECHNOLOGY, AND TEMPERATURE CONTROL DEVICE ROUGH-INS. C. GROUND FAULT PROTECTION: PROVIDE GROUND FAULT PROTECTION FOR ALL BRANCH CIRCUIT BREAKERS SERVING 120/208 RECEPTACLE OUTLETS RATED 21 -50 AMPS SINGLE PHASE AND 21-100 AMPS THREE PHASE IN THE FOLLOWING LOCATIONS, AS SHOWN ON DRAWINGS, OR REQUIRED BY ADOPTED CODE: 1. INTERIOR/EXTERIOR LOCATIONS SUBJECT TO DAMP/WET CONDITIONS 2. WHEN LOCATED WITHIN 6 FEET OF SINKS, BATHTUBS, AND SHOWER STALLS D.INSTALL RECEPTACLES VERTICALLY WITH GROUND SLOT UP OR WHERE INDICATED ON THE DRAWINGS, HORIZONTALLY WITH GROUND SLOT TO THE LEFT. E.INSTALL DECORATIVE PLATES ON SWITCH, RECEPTACLE, AND BLANK OUTLETS IN FINISHED AREAS, USING JUMBO SIZE PLATES FOR OUTLETS INSTALLED IN MASONRY WALLS. F.INSTALL DEVICES AND WALL PLATES FLUSH AND LEVEL. G.INSTALL NAMEPLATE IDENTIFICATION TO RECEPTACLE COVER PLATES INDICATED. IDENTIFICATION SHALL IDENTIFY PANEL NAME AND CIRCUIT NUMBER. REFER TO SPECIFICATION SECTION 26 05 53 -ELECTRICAL IDENTIFICATION. H.TEST RECEPTACLES FOR PROPER POLARITY, GROUND CONTINUITY AND COMPLIANCE WITH REQUIREMENTS. END OF SECTION TE OLIRFFOAC LANRP E 23191 STA ER REGIST ED INA N REENIGE FO OISSE E AICLCERTL Exp. 06/30/26 MIRASOPHOCLISGEORGY IMEG CORP. RESERVES PROPRIETARY RIGHTS, INCLUDING COPYRIGHTS, TO THIS DRAWING AND THE DATA SHOWN THEREON. SAID DRAWING AND/OR DATA ARE THE EXCLUSIVE PROPERTY OF IMEG CORP. AND SHALL NOT BE USED OR REPRODUCED FOR ANY OTHER PROJECT WITHOUT THE EXPRESS WRITTEN APPROVAL AND PARTICIPATION OF IMEG CORP. ©2022 IMEG CORP. REF. SCALE IN INCHES 0 1 2 3 The FUTURE. Built Smarter www.imegcorp.com R SHEET TITLE PROJECT FACILITY FAC NO: BLDG NO: FLOOR LEV: SECTION: KP PROJ. NO. PERMIT NO. 555 W. 5th St Suite 2950 | Los Angeles, CA 90013 USA Phone 310.820.4600 | Fax 310.207.4215 www.huitt-zollars.com ARCHITECT CONSULTANT ARCHITECT SEAL CONSULTANT SEAL KAISER FOUNDATION HOSPITALS NATIONAL FACILITIES SERVICES 1800 HARRISON STREET OAKLAND, CALIFORNIA 94612 ISSUE / REVISION LOG NO. ISSUED DATE 0 5' 5 0 ' GR A P H I C S C A L E S : 1 / 1 6 " = 1 ' - 0 " 0 25 ' 1/ 8 " = 1 ' - 0 " 5' 0 12 ' 1/ 4 " = 1 ' - 0 " 1' 0 6' 1/ 2 " = 1 ' - 0 " 1' 0 2' 1- 1 / 2 " = 1 ' - 0 " 0 1' 3" = 1 ' - 0 " IF T H I S S H E E T I S N O T 30 " x 4 2 " , I T I S A R E D U C E D PR I N T - S C A L E AC C O R D I N G L Y AGENCY APPLICATION NUMBER AGENCY APPROVAL STAMP THIS DOCUMENT IS THE PROPERTY OF THE OWNER AND IS NOT TO BE USED WITHOUT OWNER'S WRITTEN PERMISSION. HZ PROJ. NO. 222 S. HARBOR BOULEVARD, SUITE 800 I ANAHEIM, CA 92805 PH: 714.490.5555 I FAX: 714.490.5560 IMEG PROJ. NO.: 22008618.00 PROJECT #22008618.00 SOCC 2022 R HBM 1st Fl KPOJ REMODEL E0-05 ELECTRICAL SPECIFICATION CA394-1 CAP0227721R314412.35 HARBOR/MacARTHUR MEDICAL OFF 3401 S. HARBOR BLVD. SANTA ANA, CALIFORNIA 92704 CITY SUBMITTAL 11/03/2025 101125520, 20187249, 40140902 SPECIFICATIONS TABLE OF CONTENTS SECTION 26 24 16 -PANELBOARDS PART 1 -GENERAL 1.1 SECTION INCLUDES A. LIGHTING AND APPLIANCE BRANCH CIRCUIT PANELBOARDS 1.2 RELATED SECTIONS AND WORK A. REFER TO THE ELECTRICAL DISTRIBUTION DIAGRAM AND ELECTRICAL SCHEDULES FOR SIZE, RATING, AND CONFIGURATION. 1.3 REFERENCES A. NEMA AB 1 -MOLDED CASE CIRCUIT BREAKERS B. NEMA PB 1 -PANELBOARDS C. NEMA PB 1.1 -INSTRUCTIONS FOR SAFE INSTALLATION, OPERATION AND MAINTENANCE OF PANELBOARDS RATED 600 VOLTS OR LESS 1.4 SUBMITTALS A. SUBMIT SHOP DRAWINGS FOR EQUIPMENT AND COMPONENT DEVICES UNDER PROVISIONS OF SECTION 26 05 00. B. INCLUDE OUTLINE AND SUPPORT POINT DIMENSIONS, VOLTAGE, MAIN BUS AMPACITY, INTEGRATED SHORT CIRCUIT AMPERE RATING, CIRCUIT BREAKER ARRANGEMENT AND SIZES. C. SUBMIT MANUFACTURER'S INSTRUCTIONS UNDER PROVISIONS OF SECTION 26 05 00. 1.5 SPARE PARTS A. KEYS: FURNISH FOUR (4) EACH TO THE OWNER. PART 2 -PRODUCTS 2.1 RATINGS A. DEFINITIONS: 1. FULLY RATED EQUIPMENT SHALL BE DEFINED AS EQUIPMENT WHERE ALL DEVICES IN THAT EQUIPMENT SHALL CARRY A MINIMUM OF THE AIC RATING THAT IS SPECIFIED. B. THE PANELBOARDS FOR THIS PROJECT SHALL BE FULLY RATED. 2.2 BRANCH CIRCUIT PANELBOARDS A. GENERAL 1. MANUFACTURERS: a. SQUARE D NQ, NF b. ABB RELIAGEAR SERIES c. SIEMENS P1 d. EATON PRL1, PRL2 B. LIGHTING AND APPLIANCE BRANCH CIRCUIT PANELBOARDS: NEMA PB 1; CIRCUIT BREAKER TYPE. C. ENCLOSURE: NEMA PB 1; TYPE 1. D. PROVIDE CABINET FRONT WITH DOOR-IN-DOOR CONSTRUCTION, CONCEALED HINGE, AND FLUSH LOCK ALL KEYED ALIKE. DOOR HARDWARE SHALL PROVIDE SWING CLEAR OPERATION (180-DEGREE SWING). FINISH IN MANUFACTURER'S STANDARD GRAY ENAMEL. E. PROVIDE PANELBOARDS WITH ALUMINUM BUS, RATINGS AS SCHEDULED ON THE DRAWINGS. PROVIDE COPPER GROUND BUS IN ALL PANELBOARDS. F. ALL UNLABELED CIRCUITS SHOWN ON THE PANELBOARD SCHEDULE SHALL BE FULLY PREPARED SPACES FOR FUTURE BREAKERS. G. MINIMUM INTEGRATED SHORT CIRCUIT RATING: AS SHOWN ON THE DRAWINGS. H. MOLDED CASE CIRCUIT BREAKERS: BOLT-ON TYPE THERMAL MAGNETIC TRIP CIRCUIT BREAKERS, WITH COMMON TRIP HANDLE FOR ALL POLES. PROVIDE CIRCUIT BREAKERS UL LISTED AS TYPE SWD FOR LIGHTING CIRCUITS. PROVIDE UL CLASS A GROUND FAULT INTERRUPTER CIRCUIT BREAKERS WHERE SCHEDULED ON THE DRAWINGS. DO NOT USE TANDEM CIRCUIT BREAKERS. PART 3 -EXECUTION 3.1 INSTALLATION A. INSTALL PANELBOARDS PLUMB AS INDICATED ON THE DRAWINGS IN CONFORMANCE WITH NEMA PB 1.1. B. HEIGHT: 6 FEET TO HANDLE OF HIGHEST DEVICE. C. PROVIDE FILLER PLATES FOR UNUSED SPACES IN PANELBOARDS. D. PROVIDE CUSTOM TYPED CIRCUIT DIRECTORY FOR EACH BRANCH CIRCUIT PANELBOARD. LABEL SHALL INCLUDE EQUIPMENT NAME OR FINAL APPROVED ROOM NAME, ROOM NUMBER, AND LOAD TYPE FOR EACH CIRCUIT (EXAMPLES: SUMP SP-1 OR ROOM 101 RECEPT). REVISE DIRECTORY TO REFLECT CIRCUIT CHANGES REQUIRED TO BALANCE PHASE LOADS. PRINTED COPIES OF THE BID DOCUMENT PANEL SCHEDULES ARE NOT ACCEPTABLE AS CIRCUIT DIRECTORIES. E. STUB FIVE (5) EMPTY ONE-INCH CONDUITS TO ACCESSIBLE LOCATION ABOVE CEILING OUT OF EACH RECESSED PANELBOARD. 3.2 FIELD QUALITY CONTROL A. MEASURE STEADY STATE LOAD CURRENTS AT EACH PANELBOARD FEEDER. SHOULD THE DIFFERENCE AT ANY PANELBOARD BETWEEN PHASES EXCEED 20 PERCENT, REARRANGE CIRCUITS IN THE PANELBOARD TO BALANCE THE PHASE LOADS WITHIN 20 PERCENT. TAKE CARE TO MAINTAIN PROPER PHASING FOR MULTI-WIRE BRANCH CIRCUITS. B. VISUAL AND MECHANICAL INSPECTION: INSPECT FOR PHYSICAL DAMAGE, PROPER ALIGNMENT, ANCHORAGE, AND GROUNDING. CHECK PROPER INSTALLATION AND TIGHTNESS OF CONNECTIONS FOR CIRCUIT BREAKERS. END OF SECTION • SECTION 26 24 16 -PANELBOARDS • SECTION 26 51 19 -LED LIGHTING 1.6 WARRANTY A. THE WARRANTY PERIOD BEGINS AT THE DATE OF SUBSTANTIAL COMPLETION. B. LED LIGHT ENGINES AND DRIVERS: 1. LED DRIVERS AND DIMMING DRIVERS: FIVE (5) YEARS 2. LIGHT EMITTING DIODE (LED) LIGHT ENGINES: FIVE (5) YEARS C.EMERGENCY DRIVERS: 1. EMERGENCY LED DRIVER: FIVE (5) YEARS PART 2 -PRODUCTS 2.1 INTERIOR LUMINAIRES AND ACCESSORIES -GENERAL A. LENSED TROFFERS: PROVIDE HINGED FRAMES WITH LATCHES AND 0.125-INCH THICK VIRGIN ACRYLIC LENSES. PRISMATIC LENSES SHALL HAVE DEPTH OF NO LESS THAN 0.080", KSH12 OR EQUAL. OTHER LENSES AS SCHEDULED. B. RECESSED LUMINAIRES: CONFIRM CEILING AND WALL TYPE AND FURNISH TRIM AND ACCESSORIES NECESSARY TO PERMIT PROPER INSTALLATION IN EACH SYSTEM. WHERE FIRE- RATED CEILING OR WALL ASSEMBLIES ARE SPECIFIED, FURNISH AND INSTALL LISTED ENCLOSURES AROUND LUMINAIRES THAT MAINTAIN THE SYSTEM RATING. 2.2 LIGHT EMITTING DIODE (LED) LUMINAIRE SYSTEMS A. REFER TO THE LUMINAIRE SCHEDULE FOR COLOR TEMPERATURE AND MINIMUM COLOR RENDERING INDEX CRI REQUIREMENTS. PROVIDE LIGHT SOURCE COLOR CONSISTENCY BY UTILIZING A BINNING TOLERANCE WITHIN A MAXIMUM 3-STEP MCADAM ELLIPSE UNLESS NOTED OTHERWISE. B. RATED LIFE SHALL BE MINIMUM OF 50,000 HOURS AT L70. C. LED CHIPS SHALL BE WIRED SO THAT FAILURE OF ONE CHIP DOES NOT PROHIBIT OPERATION OF THE REMAINDER OF THE CHIP ARRAY. D. LUMINAIRE DELIVERED LUMENS IS DEFINED AS THE ABSOLUTE LUMENS PER THE MANUFACTURERS LM-79-08 TEST REPORT. E. LED LUMINAIRES SHALL BE DESIGNED FOR EASE OF COMPONENT REPLACEMENT INCLUDING MODULAR REPLACEABLE BOARDS OR ZHAGA SOCKETS. LUMINAIRES THAT ARE FACTORY SEALED AND DO NOT HAVE FIELD REPLACEABLE PARTS SHALL PROVIDE A 10-YEAR WARRANTY. F. LED LIGHT ENGINE SHALL HAVE A MAXIMUM LLD OF 0.85 AT 50,000 HOURS AT 25°C AMBIENT. G. LED DRIVER: 1. SOLID STATE DRIVER WITH INTEGRAL HEAT SINK. DRIVER SHALL HAVE OVER-HEAT, SHORT- CIRCUIT AND OVERLOAD PROTECTION, POWER FACTOR 0.90 OR ABOVE AND MAXIMUM TOTAL HARMONIC DISTORTION OF 10%. DRIVER SHALL HAVE A VOLTAGE FLUCTUATION TOLERANCE OF +/-10%. 2. DRIVERS SHALL HAVE DIMMING CAPABILITIES AS OUTLINED IN THE LUMINAIRE SCHEDULE FOR EACH LUMINAIRE TYPE. DIMMING SHALL CONTROL LIGHT OUTPUT IN A CONTINUOUS CURVE FROM 100% TO 10% UNLESS NOTED OTHERWISE. 3. DRIVER SHALL HAVE A MINIMUM OF 50,000 HOURS RATED LIFE. 4. DRIVER SHALL BE TESTED TO ANSI C82-16 FOR INPUT CURRENT INRUSH, TOTAL HARMONIC DISTORTION (THD), AND POWER FACTOR. DRIVER START TIME SHALL BE LESS THAN 0.5 SECONDS TO 98% OF INITIAL LIGHT OUTPUT. FLICKER SHOULD BE LESS THAN 30% THROUGHOUT THE OPERATING RANGE. 5. DRIVER SHALL BE FIELD REPLACEABLE WITHOUT REMOVAL OF THE LUMINAIRE. 6. CLASS A SOUND RATING; INAUDIBLE IN A 27 DBA AMBIENT. 7. DEMONSTRATE NO VISIBLE CHANGE IN LIGHT OUTPUT WITH A VARIATION OF PLUS OR MINUS 10 PERCENT CHANGE IN LINE-VOLTAGE INPUT. PART 3 -EXECUTION 3.1 INSTALLATION A. SECURELY FASTEN LUMINAIRES TO THE LISTED AND LABELED CEILING FRAMING MEMBER BY MECHANICAL MEANS SUCH AS BOLTS, SCREWS, RIVETS OR LISTED CLIPS IDENTIFIED FOR USE WITH THE TYPE OF CEILING FRAMING MEMBERS. LUMINAIRES AND WIRING INSTALLED IN FIRE- RATED CEILING ASSEMBLIES SHALL BE INDEPENDENTLY SUPPORTED FOR ALL APPLICATIONS. 1. INSTALL RECESSED FLANGED LUMINAIRES TO PERMIT REMOVAL FROM BELOW. USE MANUFACTURER-SUPPLIED PLASTER FRAMES AND SWING GATE SUPPORTS. B.DO NOT FASTEN LUMINAIRE SUPPORTS TO PIPING, DUCTWORK, MECHANICAL EQUIPMENT, OR CONDUIT, UNLESS OTHERWISE NOTED. SUPPORT WIRES SHALL BE TIGHTLY WRAPPED (MINIMUM OF THREE TURNS WITHIN 3 INCHES OF THE CONNECTION) AND SHARPLY BEND TO PREVENT VERTICAL MOVEMENT. C.SUPPORT WIRE USED TO INDEPENDENTLY SUPPORT LUMINAIRES, RACEWAYS, AND WIRING SYSTEMS SHALL BE DISTINGUISHABLE FROM CEILING SUPPORT SYSTEMS BY COLOR (FIELD PAINT), TAGGING OR EQUIVALENT MEANS. 3.2 RELAMPING A. REPLACE FAILED LED LIGHT ENGINE MODULES OR ARRAYS AT COMPLETION OF WORK. 3.3 ADJUSTING AND CLEANING A. ALIGN LUMINAIRES AND CLEAN LENSES AND DIFFUSERS AT COMPLETION OF WORK. CLEAN PAINT SPLATTERS, DIRT, AND DEBRIS FROM INSTALLED LUMINAIRES. B. TOUCH UP LUMINAIRE FINISH AT COMPLETION OF WORK. 3.4 LUMINAIRE SCHEDULE A. AS SHOWN ON THE DRAWINGS. END OF SECTION SECTION 26 51 19 -LED LIGHTING PART 1 -GENERAL 1.1 SECTION INCLUDES A. INTERIOR LUMINAIRES AND ACCESSORIES B. LIGHT-EMITTING DIODE (LED) LUMINAIRE SYSTEMS 1.2 RELATED SECTIONS A. THE LIGHTING SYSTEM DESIGN INCLUDES A COMBINATION OF LUMINAIRE SOURCES, LIGHTING CONTROL COMPONENTS, PROGRAMMING SEQUENCES, AND SUPPLEMENTARY COMPONENTS FOR BUILDING AND ENERGY CODE COMPLIANCE. THE DESIGN USES PERFORMANCE-BASED SPECIFICATIONS FOR PORTIONS OF THE LIGHTING SYSTEM TO ACCOUNT FOR THE LIMITATION OF COMPARABLE PRODUCT SOLUTIONS AVAILABLE BY COMPETITIVE MANUFACTURERS. THE CONTRACTOR SHALL REFERENCE RELATED SPECIFICATION SECTIONS, PLANS, SCHEDULES, AND DETAILS PRIOR TO SUBMITTING PRICING, SUBMITTALS, AND INSTALLATION. THE CONTRACTOR SHALL COORDINATE SYSTEM COMPONENT COMPATIBILITY AMONG VARIOUS MANUFACTURERS AND SUPPLIERS FOR A TURNKEY LIGHTING SYSTEM. 1. 26 09 33 LIGHTING CONTROL SYSTEMS 2. ELECTRICAL DRAWINGS: PLANS, LUMINAIRE SCHEDULES, LIGHTING CONTROL SEQUENCE OF OPERATIONS, DIAGRAMS, AND DETAILS. 1.3 REFERENCES A. ANSI C78.377 -SPECIFICATIONS FOR THE CHROMATICITY OF SOLID STATE LIGHTING PRODUCTS B. ANSI C82.16 -LIGHT-EMITTING DIODE DRIVERS -METHOD OF MEASUREMENT C. NEMA SSL1 -ELECTRONIC DRIVERS FOR LED DEVICES, ARRAYS OR SYSTEM D. UL 8750 -LIGHT EMITTING DIODE (LED) EQUIPMENT FOR USE IN LIGHTING PRODUCTS E. LM-80 -MEASURING LUMINOUS FLUX AND COLOR MAINTENANCE OF LED F. UL 924 -STANDARD FOR EMERGENCY LIGHTING AND POWER EQUIPMENT 1.4 SUBMITTALS A. SUBMIT PRODUCT DATA UNDER PROVISIONS OF SECTION 26 05 00. B. BASIC REQUIREMENTS OF SUBMITTAL: 1. SUBMIT PRODUCT DATA SHEETS FOR LUMINAIRES, LED LIGHT ENGINES, DRIVERS AND POLES. INCLUDE COMPLETE PRODUCT MODEL NUMBER WITH ALL OPTIONS AS SPECIFIED. SUBMITTAL SHALL BE ARRANGED WITH LUMINAIRES LISTED IN ASCENDING ORDER, AND WITH EACH LUMINAIRE'S, LED LIGHT ENGINE, DRIVER, OR POLE INFORMATION FOLLOWING LUMINAIRE'S PRODUCT DATA. FAILURE TO ORGANIZE SUBMITTAL IN THIS MANNER WILL RESULT IN THE SUBMITTAL BEING REJECTED. 2. SUBMIT MANUFACTURER ORIGIN OF LED CHIPSET AND DRIVER. C.LED LIGHTING -CONTROL COMPATIBILITY SUBMITTAL: 1. SUBMIT LIGHTING CONTROL CAPABILITY DATA FOR EACH LED LUMINAIRE. THE SUBMITTAL SHALL CLEARLY IDENTIFY DEVICE DATA PROPOSED BY THE CONTRACTOR AND APPROVED BY THE LUMINAIRE MANUFACTURER FOR DIMMING, SWITCHING, ADDRESSABLE, WIRELESS, AND SIMILAR CONTROL CHARACTERISTICS. 1.5 DELIVERY, STORAGE, AND HANDLING A. DELIVER PRODUCTS TO SITE. STORE AND PROTECT UNDER PROVISIONS OF SECTION 26 05 00. B. PROTECT LUMINAIRE FINISHES, LENSES, AND TRIMS FROM DAMAGE DURING STORAGE AND INSTALLATION. DO NOT REMOVE PROTECTIVE FILMS UNTIL CONSTRUCTION CLEANUP WITHIN EACH AREA IS COMPLETE. TE OLIRFFOAC LANRP E 23191 STA ER REGIST ED INA N REENIGE FO OISSE E AICLCERTL Exp. 06/30/26 MIRASOPHOCLISGEORGY IMEG CORP. RESERVES PROPRIETARY RIGHTS, INCLUDING COPYRIGHTS, TO THIS DRAWING AND THE DATA SHOWN THEREON. SAID DRAWING AND/OR DATA ARE THE EXCLUSIVE PROPERTY OF IMEG CORP. AND SHALL NOT BE USED OR REPRODUCED FOR ANY OTHER PROJECT WITHOUT THE EXPRESS WRITTEN APPROVAL AND PARTICIPATION OF IMEG CORP. ©2022 IMEG CORP. REF. SCALE IN INCHES 0 1 2 3 The FUTURE. Built Smarter www.imegcorp.com R SHEET TITLE PROJECT FACILITY FAC NO: BLDG NO: FLOOR LEV: SECTION: KP PROJ. NO. PERMIT NO. 555 W. 5th St Suite 2950 | Los Angeles, CA 90013 USA Phone 310.820.4600 | Fax 310.207.4215 www.huitt-zollars.com ARCHITECT CONSULTANT ARCHITECT SEAL CONSULTANT SEAL KAISER FOUNDATION HOSPITALS NATIONAL FACILITIES SERVICES 1800 HARRISON STREET OAKLAND, CALIFORNIA 94612 ISSUE / REVISION LOG NO. ISSUED DATE 0 5' 5 0 ' GR A P H I C S C A L E S : 1 / 1 6 " = 1 ' - 0 " 0 25 ' 1/ 8 " = 1 ' - 0 " 5' 0 12 ' 1/ 4 " = 1 ' - 0 " 1' 0 6' 1/ 2 " = 1 ' - 0 " 1' 0 2' 1- 1 / 2 " = 1 ' - 0 " 0 1' 3" = 1 ' - 0 " IF T H I S S H E E T I S N O T 30 " x 4 2 " , I T I S A R E D U C E D PR I N T - S C A L E AC C O R D I N G L Y AGENCY APPLICATION NUMBER AGENCY APPROVAL STAMP THIS DOCUMENT IS THE PROPERTY OF THE OWNER AND IS NOT TO BE USED WITHOUT OWNER'S WRITTEN PERMISSION. HZ PROJ. NO. 222 S. HARBOR BOULEVARD, SUITE 800 I ANAHEIM, CA 92805 PH: 714.490.5555 I FAX: 714.490.5560 IMEG PROJ. NO.: 22008618.00 PROJECT #22008618.00 SOCC 2022 R HBM 1st Fl KPOJ REMODEL E0-06 ELECTRICAL SPECIFICATION CA394-1 CAP0227721R314412.35 HARBOR/MacARTHUR MEDICAL OFF 3401 S. HARBOR BLVD. SANTA ANA, CALIFORNIA 92704 CITY SUBMITTAL 11/03/2025 1 CITY BACKCHECK #1 01/06/2026 101125520, 20187249, 40140902 1 CITY BACKCHECK #1 / INSTRUCTION BULLETIN #1 01/16/2026 1 101125520, 20187249, 40140902 STAIR 1 ELEVATOR 1 ELEVATOR 2 STAIR 4 STAIR 3 STAIR 2 UP UP UP UP UP 2'' 2'' 4'' 4'' 5'' 5'' 6'' 6'' 9'' 9'' 11'' 11'' 12'' 12'' 14'' 14'' Z'' W'' P'' Q'' V'' T'' S'' K'' J'' G'' D'' D'' B'' B'' L'' N'' 302926 33 34 36 39 41 45 46 49 52 53 54 C C N N T V Y Z BB CC EE GG HH JJ AA EE KK LL 20 17 Z' X' 1 5 1502 RECEP 1702 SUB-WAITING WTAPT 1709 TLT STAFF TLSTF 1710 CLEAN UTILITY UTILC 1713 RADIOGRAPHY IGENL 1715 RADIOGRAPHY IGENL 1714 CONTROL CONTR 1718 DEXA SCAN IBONE 1711 DRESS DRSSB 1716 H/C DRESS DRSSH 1717 H/C TOILET TLGEN 1722 HC TOILET TLGEN 1719 STORAGE SGENL 1720 CONTROL CONTR 1721 FLUOROSCOPY IFLUO 1723 H/C DRESS DRSSH 1703 CORRIDOR CORRD 1601 HALLW 1727 OFFICE OGENL 1726 OFFICE OGENL 1725 OFFICE OGENL 1724 OFFICE OADMN 1639 OFFICE OGENL 1638 OFFICE OGENL 1637 OFFICE OGENL 17 STAIR STO3 1636 OFFICE OGEN2 1525 EVS EVSCL 1524 MANAGER OFFICE OADMIN1523 CT VIEWING OGENL 1522 CLEAN LINEN SLINC 1521 TOILET TLGEN 1518 H/C DRESS DRSSH 1519 DRESS DRESSB 1520 DRESS DRESSB 1301 VESTIBULE VESTI 1607 TELECOM EQRTR 1635 ULTRA SOUND 1608 MAMMOGRAPHY IMAMO 1635A ALCOVE, LINEN ALINS 1606 CORRIDOR CORRD 1625 H/C DRESS DRSSB 1626 DRESS DRSSB 1627 ADA DRESS DRSSA 1629 INTERVENTIONAL ULTRASOUND IUSND 1609 H/C TOILET TLGEN 1610 H/C TOILET TLGEN 1611 ULTRASOUND IUSND 1605 HALLW 1631 INTERVENTIONAL ULTRASOUND IUSND 109 CT SCAN ISCAN 110 CONTROL CONTR 1511 PREP UTILG 1516 COMPUTER WACMP 1512 VIEWING FVIEW 1510 FUTURE CT SCAN ISCAN 1513 PROCESSORS WACPR 1514 CONTROL CONTR 1505 CORRIDOR CORRD 1515 MRI EXAM IMRIM 1517 SOILED LINEN SLINS 1729 ADA DRESS DRSSA 1728 TLT STAFF TLSFT 1506 CORRIDOR CORRD 1507 CORRIDOR CORRD 1504 CORRIDOR CORRD 1600 CORRIDOR COORD 1602 CORRIDOR CORRD 1630 TOILET 18 HALLW 1633 MAMMOGRAPHY IMAMO 1833 EXAM ROOM EXROM13 EXAM ROOM EXROM 14 EXAM ROOM EXROM 16 (E) EXAM ROOM EXROM 19 EXAM ROOM EXROM 1832 EXAM ROOM EXROM 1816 EXAM ROOM EXROM 1815 EXAM ROOM EXROM 21 (E) EXAM ROOM EXROM 22 (E) EXAM ROOM EXROM 23 (E) EXAM ROOM EXROM 24 PROVIDER CONSULT ROOM CONSULT 25 (E) EXAM ROOM EXROM 26 (E) EXAM ROOM EXROM 27 (E) EXAM ROOM EXROM 1831 SPECIAL NEEDS EXAM ROOM EXSNA 1827D MA STATION MASTA 1827B MA STATION MASTA 1827C MA STATION MASTA 1827A MA STATION MASTA 1822B MA STATION MASTA 1822A MA STATION MASTA 1825A MA STATION MASTA 1825B MA STATION MASTA 28 CLEAN UTILITY UTILC 1820 (E) SOILED UTILITY UTILS 1821 MEDICAL GAS STORAGE SMGAS 29 MINOR PROCEDURE ROOM PRMIN 1829 CHARGE NURSE RNSTA 1902 TOILET TLGEN 1828 MEDICATION PREP ROOM MEDPR 30 WAITING ROOM WTAGN 1834 SHARED PROVIDER OFFICE OSHAR 31 EQUIPMENT STORAGE AEQST 1830 WEIGH IN APTWT 1825C WHEELCHAIR WEIGH IN APTWT/WCH 1818 (E) TOILET TLPAT 1825D STORAGE ALCOVE AEQST 1824 HALLWAY HALLW 1823 HALLWAY HALLW 1825 HALLWAY HALLW 1827 HALLWAY HALLW 1826 HALLWAY HALLW 1822 HALLWAY HALLW 1817 (E) TOILET TLPAT 1819 MINOR PROCEDURE PRMIN 1823A STORAGE ALCOVE AEQST 1708 ELECTRICAL EQMEC 1200 WAITING WTAGN 1203 OFFICE OGENL 1771 TLT STAFF TLSTF 1205 LOUNGE LNGST1202 RECEIVING RECVA 1201D WAITING WAGEN 1201C MEDS SMEDS KFHP 1100 ENTRY VESTIBULE 1101 LOBBY 103 BELOW STAIR 1500A OFFICE, GENERAL OGENL 1117 SECURITY OFFICE OGENL 1116 TLT STAFF TLSTF 1119 VESTIBULE VESTI 1115 SUPPLY CLOSET SCLOS 1102 RECEPTION RECEP 32 STAIR STO4 1105 ACCESSIBLE TOILET RM TLPUB 1106 NON-ACCESSIBLE TOILET RM TLPUB 1104 VESTIBULE VESTI 1113 ELECTRICAL EQELC 1110 MATERIALS MGMT SSUPP 1109 ELEV EQUIP EQELV 1111 MECH EQMEC 1114 TELECOM EQRTR 104 ELEV 1 ELEVA 105 MECH SHAFT MSHFT 106 ELEV 2 ELEVA 1108 ELEV LOBBY VESEL 107 MECH SHAFT MSHFT ? ? ? 1112 CORRIDOR CORRD 1201A DISPENSING WADIS 1201B COMPOUNDING CMPDN 1103 VESTIBULE VESTI 1107 PHONES ATELE 1908 DATA EQRTR 1909 BLOOD DRAW ROOM BLDRR 1910 BLOOD DRAW 1911 STAFF LOUNGE 1900 WAITING 1906 EVSRM 1904 TOILET 1907 SSUPP 1914 LBTRY 1905 TLPTS 1903 TLPTS 34 CORRIDOR 1118 CORRIDOR IMAMO 1612 IUSND 1624 OPROV 1623WSGEN 1615 TLGEN 1619 OPROV 1620 UTILS 1621 FPROC 1622 EXROM 1708A EXROM 1708B WSGEN 1708 EXROM 1704B UTILG 1704C EXROM 1704D MASTA 1704A 01 E0-18 01 E0-14 01 E0-12 01 E0-16 01 E0-17 1 E0-13 01 E0-11 01 E0-15 08 E6-00 TE OLIRFFOAC LANRP E 23191 STA ER REGIST ED INA N REENIGE FO OISSE E AICLCERTL Exp. 06/30/26 MIRASOPHOCLISGEORGY IMEG CORP. RESERVES PROPRIETARY RIGHTS, INCLUDING COPYRIGHTS, TO THIS DRAWING AND THE DATA SHOWN THEREON. SAID DRAWING AND/OR DATA ARE THE EXCLUSIVE PROPERTY OF IMEG CORP. AND SHALL NOT BE USED OR REPRODUCED FOR ANY OTHER PROJECT WITHOUT THE EXPRESS WRITTEN APPROVAL AND PARTICIPATION OF IMEG CORP. ©2022 IMEG CORP. REF. SCALE IN INCHES 0 1 2 3 The FUTURE. Built Smarter www.imegcorp.com R SHEET TITLE PROJECT FACILITY FAC NO: BLDG NO: FLOOR LEV: SECTION: KP PROJ. NO. PERMIT NO. 555 W. 5th St Suite 2950 | Los Angeles, CA 90013 USA Phone 310.820.4600 | Fax 310.207.4215 www.huitt-zollars.com ARCHITECT CONSULTANT ARCHITECT SEAL CONSULTANT SEAL KAISER FOUNDATION HOSPITALS NATIONAL FACILITIES SERVICES 1800 HARRISON STREET OAKLAND, CALIFORNIA 94612 ISSUE / REVISION LOG NO. ISSUED DATE 0 5' 5 0 ' GR A P H I C S C A L E S : 1 / 1 6 " = 1 ' - 0 " 0 25 ' 1/ 8 " = 1 ' - 0 " 5' 0 12 ' 1/ 4 " = 1 ' - 0 " 1' 0 6' 1/ 2 " = 1 ' - 0 " 1' 0 2' 1- 1 / 2 " = 1 ' - 0 " 0 1' 3" = 1 ' - 0 " IF T H I S S H E E T I S N O T 30 " x 4 2 " , I T I S A R E D U C E D PR I N T - S C A L E AC C O R D I N G L Y AGENCY APPLICATION NUMBER AGENCY APPROVAL STAMP THIS DOCUMENT IS THE PROPERTY OF THE OWNER AND IS NOT TO BE USED WITHOUT OWNER'S WRITTEN PERMISSION. HZ PROJ. NO. 222 S. HARBOR BOULEVARD, SUITE 800 I ANAHEIM, CA 92805 PH: 714.490.5555 I FAX: 714.490.5560 IMEG PROJ. NO.: 22008618.00 PROJECT #22008618.00 SOCC 2022 R HBM 1st Fl KPOJ REMODEL E0-10 PLAN - DEMO 1ST FLR - ELECTRICAL - OVERALL CA394-1 CAP0227721R314412.35 HARBOR/MacARTHUR MEDICAL OFF 3401 S. HARBOR BLVD. SANTA ANA, CALIFORNIA 92704 1/16" = 1'-0"PLAN - DEMO 1ST FLOOR - ELECTRICAL OVERALL 01 N KEYPLAN GENERAL NOTES LEGEND NOT APPLICABLE AREA OF WORK CITY SUBMITTAL 11/03/2025 1 CITY BACKCHECK #1 01/06/2026 101125520, 20187249, 40140902 1 CITY BACKCHECK #1 / INSTRUCTION BULLETIN #1 01/16/2026 1 101125520, 20187249, 40140902 J J J J J E J 36 38 39 41 42 45 46 47 N T U V X Y Z AA BB 40 48 L Q R M 1601 HALLW 1522 CLEAN LINEN SLINC 1521 TOILET TLGEN 1635A ALCOVE, LINEN ALINS 1606 CORRIDOR CORRD 1625 H/C DRESS DRSSB 1626 DRESS DRSSB 1629 INTERVENTIONAL ULTRASOUND IUSND 1609 H/C TOILET TLGEN 1610 H/C TOILET TLGEN 1611 ULTRASOUND IUSND 1631 INTERVENTIONAL ULTRASOUND IUSND 1600 CORRIDOR COORD 1602 CORRIDOR CORRD 1630 TOILET IMAMO 1612 IUSND 1624 OPROV 1623 WSGEN 1615 TLGEN 1619 OPROV 1620 UTILS 1621 FPROC 1622 1PA5-26 1PA5-26 1PA5-7 1PA5-7 1PA5-7 1PA5-9 1PA5-7 1PA5-9+48" 1PA4-12,14 1PA5-15 +48" 1PA5-17 +48" 1PA5-26 +48" +48" +48" +48" +48" +48" 1PA5-26 1PA5-26 1PA4-12 1PA4-37 1PA4-33 3 3 +48" 1PA4-12 1PA5-13 1PA4-10 3 3 2 +48" 1PA4-33 1PA4-33 1PA4-33 1PA1-19 1PA4-33 1PA1-19 1PA4-37 +48"1PA4-37 4 (TYP.4) 1PA2-13 3 5 3 1PA5-12,14 +36" +48" +60" 2 +48"3 3 3 1PA5-7 1PA5-8,10 CB#16/21 6 6 3 1PA2-13 TE OLIRFFOAC LANRP E 23191 STA ER REGIST ED INA N REENIGE FO OISSE E AICLCERTL Exp. 06/30/26 MIRASOPHOCLISGEORGY IMEG CORP. RESERVES PROPRIETARY RIGHTS, INCLUDING COPYRIGHTS, TO THIS DRAWING AND THE DATA SHOWN THEREON. SAID DRAWING AND/OR DATA ARE THE EXCLUSIVE PROPERTY OF IMEG CORP. AND SHALL NOT BE USED OR REPRODUCED FOR ANY OTHER PROJECT WITHOUT THE EXPRESS WRITTEN APPROVAL AND PARTICIPATION OF IMEG CORP. ©2022 IMEG CORP. REF. SCALE IN INCHES 0 1 2 3 The FUTURE. Built Smarter www.imegcorp.com R SHEET TITLE PROJECT FACILITY FAC NO: BLDG NO: FLOOR LEV: SECTION: KP PROJ. NO. PERMIT NO. 555 W. 5th St Suite 2950 | Los Angeles, CA 90013 USA Phone 310.820.4600 | Fax 310.207.4215 www.huitt-zollars.com ARCHITECT CONSULTANT ARCHITECT SEAL CONSULTANT SEAL KAISER FOUNDATION HOSPITALS NATIONAL FACILITIES SERVICES 1800 HARRISON STREET OAKLAND, CALIFORNIA 94612 ISSUE / REVISION LOG NO. ISSUED DATE 0 5' 5 0 ' GR A P H I C S C A L E S : 1 / 1 6 " = 1 ' - 0 " 0 25 ' 1/ 8 " = 1 ' - 0 " 5' 0 12 ' 1/ 4 " = 1 ' - 0 " 1' 0 6' 1/ 2 " = 1 ' - 0 " 1' 0 2' 1- 1 / 2 " = 1 ' - 0 " 0 1' 3" = 1 ' - 0 " IF T H I S S H E E T I S N O T 30 " x 4 2 " , I T I S A R E D U C E D PR I N T - S C A L E AC C O R D I N G L Y AGENCY APPLICATION NUMBER AGENCY APPROVAL STAMP THIS DOCUMENT IS THE PROPERTY OF THE OWNER AND IS NOT TO BE USED WITHOUT OWNER'S WRITTEN PERMISSION. HZ PROJ. NO. 222 S. HARBOR BOULEVARD, SUITE 800 I ANAHEIM, CA 92805 PH: 714.490.5555 I FAX: 714.490.5560 IMEG PROJ. NO.: 22008618.00 PROJECT #22008618.00 SOCC 2022 R HBM 1st Fl KPOJ REMODEL E0-11 PLAN - DEMO 1ST FLR - POWER - CLINICAL AREA CA394-1 CAP0227721R314412.35 HARBOR/MacARTHUR MEDICAL OFF 3401 S. HARBOR BLVD. SANTA ANA, CALIFORNIA 92704 TRUE NORTH PLAN NORTH GENERAL NOTES KEYNOTES LEGEND 1/4" = 1'-0"PLAN - DEMO 1ST FLR - POWER ENLARGED PLAN - KPOJ - CLINICAL AREA 01 KEYPLAN 1. REFER TO COVERSHEET E0-01 FOR SYMBOL LIST, LINE TYPE AND TAG KEY LEGEND. # 1. DISCONNECT AND REMOVE EXISTING ENCLOSED CIRCUIT BREAKER WITH ASSOCIATED WIRING AND CONDUIT BACK TO SOURCE. 2. DISCONNECT AND REMOVE RECESSED MOUNTED, SINGLE GANG BOX, COVER PLATE, AND CONDUIT INSTALLED BETWEEN BOX AND SOURCE. 3. PATCH, REPAIR, AND PAINT EXISTING SURFACE. REFER TO ARCHITECTURAL. 4. DISCONNECT AND REMOVE EXISTING BRANCH CIRCUIT CONDUIT AND WIRE FEEDING REMOVED RECEPTACLES AND EQUIPMENT, BACK TO SOURCE. DEMOLITION SHALL INCLUDE CONDUIT AND WIRE INSTALLED BETWEEN REMOVED DEVICES. 5. DISCONNECT AND REMOVE EQUIPMENT CONNECTION AND BRANCH CIRCUIT CONDUIT AND WIRE, FEEDING FILM ILLUMINATOR, BACK TO SOURCE. 6. DISCONNECT 120V FEED TO UNDER-CABINET TASK LIGHTING. REFER TO 01/E0-13. 1. CONTRACTOR SHALL VERIFY PANEL AND CIRCUIT NUMBER OF EACH RECEPTACLE AND EQUIPMENT CONNECTION, PRIOR TO DEMOLITION. MAINTAIN CIRCUIT CONTINUITY TO RECEPTACLES REQUIRED TO REMAIN ENERGIZED. TRUE NORTH PLAN NORTH TRUE NORTH PLAN NORTH AREA OF WORK CITY SUBMITTAL 11/03/2025 101125520, 20187249, 40140902 STAIR 2 UP J E E E 3127.82726 33 34 36 C F N 32 A B D E G J K L M 1702 SUB-WAITING WTAPT 1709 TLT STAFF TLSTF 1771 TLT STAFF TLSTF 1205 LOUNGE LNGST 1202 RECEIVING RECVA EXROM 1704B UTILG 1704C EXROM 1704D MASTA 1704A 1PA1'1PA1'-(E) 1PA2'1PA2'-(E) 1PA3'1PA3'-(E) 1PA4'1PA4'-(E) 1PA5'1PA5'-(E)'T'-(E) 150kVA FAPS-1'FAPS-1'-(E) FAPS-2'FAPS-2'-(E) E6-00 08 1PA5-2 1PA2-1 1PA2-3 1PA2-1 1PA2-3 1PA2-1 1PA5-29 1PA1-3 1PA5-2 1PA5-2 1PA5-28 1PA5-28 1PA5-30 2 1 +48"+48" 1PA5-30 1PA2-1 3 (TYP.)1 1PA2-1/+48"1PA2-1/+48" 1PA2-2 1PA2-1 1PA2-3 1PA5-23 1PA5-21 ELEC. RM. 1401 FC-1.1/4 TE OLIRFFOAC LANRP E 23191 STA ER REGIST ED INA N REENIGE FO OISSE E AICLCERTL Exp. 06/30/26 MIRASOPHOCLISGEORGY IMEG CORP. RESERVES PROPRIETARY RIGHTS, INCLUDING COPYRIGHTS, TO THIS DRAWING AND THE DATA SHOWN THEREON. SAID DRAWING AND/OR DATA ARE THE EXCLUSIVE PROPERTY OF IMEG CORP. AND SHALL NOT BE USED OR REPRODUCED FOR ANY OTHER PROJECT WITHOUT THE EXPRESS WRITTEN APPROVAL AND PARTICIPATION OF IMEG CORP. ©2022 IMEG CORP. REF. SCALE IN INCHES 0 1 2 3 The FUTURE. Built Smarter www.imegcorp.com R SHEET TITLE PROJECT FACILITY FAC NO: BLDG NO: FLOOR LEV: SECTION: KP PROJ. NO. PERMIT NO. 555 W. 5th St Suite 2950 | Los Angeles, CA 90013 USA Phone 310.820.4600 | Fax 310.207.4215 www.huitt-zollars.com ARCHITECT CONSULTANT ARCHITECT SEAL CONSULTANT SEAL KAISER FOUNDATION HOSPITALS NATIONAL FACILITIES SERVICES 1800 HARRISON STREET OAKLAND, CALIFORNIA 94612 ISSUE / REVISION LOG NO. ISSUED DATE 0 5' 5 0 ' GR A P H I C S C A L E S : 1 / 1 6 " = 1 ' - 0 " 0 25 ' 1/ 8 " = 1 ' - 0 " 5' 0 12 ' 1/ 4 " = 1 ' - 0 " 1' 0 6' 1/ 2 " = 1 ' - 0 " 1' 0 2' 1- 1 / 2 " = 1 ' - 0 " 0 1' 3" = 1 ' - 0 " IF T H I S S H E E T I S N O T 30 " x 4 2 " , I T I S A R E D U C E D PR I N T - S C A L E AC C O R D I N G L Y AGENCY APPLICATION NUMBER AGENCY APPROVAL STAMP THIS DOCUMENT IS THE PROPERTY OF THE OWNER AND IS NOT TO BE USED WITHOUT OWNER'S WRITTEN PERMISSION. HZ PROJ. NO. 222 S. HARBOR BOULEVARD, SUITE 800 I ANAHEIM, CA 92805 PH: 714.490.5555 I FAX: 714.490.5560 IMEG PROJ. NO.: 22008618.00 PROJECT #22008618.00 SOCC 2022 R HBM 1st Fl KPOJ REMODEL E0-12 PLAN - DEMO 1ST FLR - POWER - PROVIDE ENCLAVE CA394-1 CAP0227721R314412.35 HARBOR/MacARTHUR MEDICAL OFF 3401 S. HARBOR BLVD. SANTA ANA, CALIFORNIA 92704 TRUE NORTH PLAN NORTH GENERAL NOTES 1/4" = 1'-0"PLAN - DEMO 1ST FLR - POWER ENLARGED PLAN - PROVIDER ENCLAVE 01 LEGEND KEYPLAN TRUE NORTH PLAN NORTH KEYNOTES # 1. DISCONNECT AND REMOVE EQUIPMENT CONNECTION AND BRANCH CIRCUIT AND WIRE, FEEDING FILM ILLUMINATOR, BACK TO SOURCE. 2. DISCONNECT AND REMOVE RECESSED-MOUNTED, SINGLE GANG BOX, BLANK COVER PLATE AND CONDUIT INSTALLED BETWEEN BOX AND SOURCE. 3. DISCONNECT AND REMOVE EXISTING DEVICE BOX, RECEPTACLE, DEVICE PLATE, CONDUIT AND WIRE, BACK TO SOURCE. PATCH AND REPAIR WALL SURFACE, AT EXISTING WALLS TO REMAIN. REFER TO ARCHITECTURAL FOR WALL REPAIR. 4. EXISTING FC-1.1 TO BE REMOVED BY DIV 23. REFER TO 01/M0-13. DISCONNECT AND REMOVE EQUIPMENT CONNECTIONS, TO ACCOMMODATE EQUIPMENT REMOVAL. DISCONNECT AND REMOVE EXISTING 3/4"C., 3#12 BACK TO NEAREST JUNCTION BOX AT FIRST FLOOR. EXISTING BRANCH CIRCUIT TO BE INTERCEPTED AND EXTENDED TO NEW FC-1.1A. REFER TO 01/E1-11. 1. E.C. SHALL VERIFY PANEL AND CIRCUIT NUMBER OF EACH RECEPTACLE AND EQUIPMENT CONNECTION, PRIOR TO DEMOLITION. MAINTAIN CIRCUIT CONTINUITY TO RECEPTACLES REQUIRED TO REMAIN ENERGIZED. 2. E.C. SHALL VERIFY SYSTEMS AND SOURCE FOR ALL BLANK JUNCTION BOXES, NOTED TO BE REMOVED, PRIOR TO DEMOLITION. 1. REFER TO COVERSHEET E0-01 FOR SYMBOL LIST, LINE TYPE AND TAG KEY LEGEND. AREA OF WORK CITY SUBMITTAL 11/03/2025 1 CITY BACKCHECK #1 01/06/2026 101125520, 20187249, 40140902 1 CITY BACKCHECK #1 / INSTRUCTION BULLETIN #1 01/16/2026 1 1 1 101125520, 20187249, 40140902 OC OC OC OC OC OC 36 38 39 41 42 45 46 47 N T U V X Y Z AA BB 40 48 L Q R M 1601 HALLW 1522 CLEAN LINEN SLINC 1521 TOILET TLGEN 1635A ALCOVE, LINEN ALINS 1606 CORRIDOR CORRD 1625 H/C DRESS DRSSB 1626 DRESS DRSSB 1629 INTERVENTIONAL ULTRASOUND IUSND 1609 H/C TOILET TLGEN 1610 H/C TOILET TLGEN 1611 ULTRASOUND IUSND 1631 INTERVENTIONAL ULTRASOUND IUSND 1600 CORRIDOR COORD 1602 CORRIDOR CORRD 1630 TOILET IMAMO 1612 IUSND 1624 OPROV 1623 WSGEN 1615 TLGEN 1619 OPROV 1620 UTILS 1621 FPROC 1622 D(R)(R) D (R) (R)(R) D (R) O (R) (R) 16 16 16 16 16 16 16 16 16 16 16 16 16 16 16 16 1616 16 16 16 16 2 1 1LA-16 1616 3 16 16 1LA-16 3 1616 16 2 (E) 2 (E) (E)(E)(E)(E) 4 16 4 5 1(TYP.3) 5 4 (E) (E) 6 TE OLIRFFOAC LANRP E 23191 STA ER REGIST ED INA N REENIGE FO OISSE E AICLCERTL Exp. 06/30/26 MIRASOPHOCLISGEORGY IMEG CORP. RESERVES PROPRIETARY RIGHTS, INCLUDING COPYRIGHTS, TO THIS DRAWING AND THE DATA SHOWN THEREON. SAID DRAWING AND/OR DATA ARE THE EXCLUSIVE PROPERTY OF IMEG CORP. AND SHALL NOT BE USED OR REPRODUCED FOR ANY OTHER PROJECT WITHOUT THE EXPRESS WRITTEN APPROVAL AND PARTICIPATION OF IMEG CORP. ©2022 IMEG CORP. REF. SCALE IN INCHES 0 1 2 3 The FUTURE. Built Smarter www.imegcorp.com R SHEET TITLE PROJECT FACILITY FAC NO: BLDG NO: FLOOR LEV: SECTION: KP PROJ. NO. PERMIT NO. 555 W. 5th St Suite 2950 | Los Angeles, CA 90013 USA Phone 310.820.4600 | Fax 310.207.4215 www.huitt-zollars.com ARCHITECT CONSULTANT ARCHITECT SEAL CONSULTANT SEAL KAISER FOUNDATION HOSPITALS NATIONAL FACILITIES SERVICES 1800 HARRISON STREET OAKLAND, CALIFORNIA 94612 ISSUE / REVISION LOG NO. ISSUED DATE 0 5' 5 0 ' GR A P H I C S C A L E S : 1 / 1 6 " = 1 ' - 0 " 0 25 ' 1/ 8 " = 1 ' - 0 " 5' 0 12 ' 1/ 4 " = 1 ' - 0 " 1' 0 6' 1/ 2 " = 1 ' - 0 " 1' 0 2' 1- 1 / 2 " = 1 ' - 0 " 0 1' 3" = 1 ' - 0 " IF T H I S S H E E T I S N O T 30 " x 4 2 " , I T I S A R E D U C E D PR I N T - S C A L E AC C O R D I N G L Y AGENCY APPLICATION NUMBER AGENCY APPROVAL STAMP THIS DOCUMENT IS THE PROPERTY OF THE OWNER AND IS NOT TO BE USED WITHOUT OWNER'S WRITTEN PERMISSION. HZ PROJ. NO. 222 S. HARBOR BOULEVARD, SUITE 800 I ANAHEIM, CA 92805 PH: 714.490.5555 I FAX: 714.490.5560 IMEG PROJ. NO.: 22008618.00 PROJECT #22008618.00 SOCC 2022 R HBM 1st Fl KPOJ REMODEL E0-13 PLAN - DEMO 1ST FLR - LIGHTING - CLINICAL AREA CA394-1 CAP0227721R314412.35 HARBOR/MacARTHUR MEDICAL OFF 3401 S. HARBOR BLVD. SANTA ANA, CALIFORNIA 92704 TRUE NORTH PLAN NORTH 1/4" = 1'-0"PLAN - DEMO 1ST FLR - LIGHTING ENLARGED PLAN - KPOJ - CLINICAL AREA 01 GENERAL NOTES KEYNOTES KEYPLAN LEGEND # 1. DISCONNECT AND REMOVE EXISTING SURFACE-MOUNTED FLUORESCENT UNDER- CABINET TASK LIGHTING. 2. DISCONNECT AND REMOVE EXISTING BRANCH CIRCUIT FEEDER, TO ACCOMMODATE REMOVAL OF LIGHT FIXTURE(S). 3. TO NEXT FIXTURE CONNECTED TO INDICATED BRANCH CIRCUIT. 4. SELF-LUMINOUS TYPE EXIT SIGN. 5. DISCONNECT AND REMOVE 120V FEED BETWEEN UNDER-CABINET TASK LIGHTING AND RECEPTACLE. REFER TO 01/E0-11. 6. INTERCEPT EXISTING CONDUIT AND WIRE AND REMOVE BETWEEN INTERCEPTION POINT AND LIGHT FIXTURE. PROVIDE AND INSTALL JUNCTION BOX AT INTERCEPTION POINT. TRUE NORTH PLAN NORTH 1. EC SHALL VERIFY PANEL AND CIRCUIT NUMBER OF EACH LUMINAIRE, PRIOR TO DEMOLITION. MAINTAIN CIRCUIT CONTINUITY TO LUMINAIRES REQUIRED TO REMAIN ENERGIZED. 1. REFER TO COVERSHEET E0-01 FOR SYMBOL LIST, LINE TYPE AND TAG KEY LEGEND. AREA OF WORK CITY SUBMITTAL 11/03/2025 101125520, 20187249, 40140902 OC OC OC OC 3127.82726 33 34 36 C F N 32 A B D E G J K L M 1702 SUB-WAITING WTAPT 1709 TLT STAFF TLSTF 1771 TLT STAFF TLSTF 1205 LOUNGE LNGST 1202 RECEIVING RECVA EXROM 1704B UTILG 1704C EXROM 1704D MASTA 1704A a b 16a 16b 16a a b 16 16 a b (R)(R) (R) (R) 16 16 16 (R) (R) 16 16 -(E)16 -(E) 1LA-16 c (R) 1PA5-25 (R) 1 TE OLIRFFOAC LANRP E 23191 STA ER REGIST ED INA N REENIGE FO OISSE E AICLCERTL Exp. 06/30/26 MIRASOPHOCLISGEORGY IMEG CORP. RESERVES PROPRIETARY RIGHTS, INCLUDING COPYRIGHTS, TO THIS DRAWING AND THE DATA SHOWN THEREON. SAID DRAWING AND/OR DATA ARE THE EXCLUSIVE PROPERTY OF IMEG CORP. AND SHALL NOT BE USED OR REPRODUCED FOR ANY OTHER PROJECT WITHOUT THE EXPRESS WRITTEN APPROVAL AND PARTICIPATION OF IMEG CORP. ©2022 IMEG CORP. REF. SCALE IN INCHES 0 1 2 3 The FUTURE. Built Smarter www.imegcorp.com R SHEET TITLE PROJECT FACILITY FAC NO: BLDG NO: FLOOR LEV: SECTION: KP PROJ. NO. PERMIT NO. 555 W. 5th St Suite 2950 | Los Angeles, CA 90013 USA Phone 310.820.4600 | Fax 310.207.4215 www.huitt-zollars.com ARCHITECT CONSULTANT ARCHITECT SEAL CONSULTANT SEAL KAISER FOUNDATION HOSPITALS NATIONAL FACILITIES SERVICES 1800 HARRISON STREET OAKLAND, CALIFORNIA 94612 ISSUE / REVISION LOG NO. ISSUED DATE 0 5' 5 0 ' GR A P H I C S C A L E S : 1 / 1 6 " = 1 ' - 0 " 0 25 ' 1/ 8 " = 1 ' - 0 " 5' 0 12 ' 1/ 4 " = 1 ' - 0 " 1' 0 6' 1/ 2 " = 1 ' - 0 " 1' 0 2' 1- 1 / 2 " = 1 ' - 0 " 0 1' 3" = 1 ' - 0 " IF T H I S S H E E T I S N O T 30 " x 4 2 " , I T I S A R E D U C E D PR I N T - S C A L E AC C O R D I N G L Y AGENCY APPLICATION NUMBER AGENCY APPROVAL STAMP THIS DOCUMENT IS THE PROPERTY OF THE OWNER AND IS NOT TO BE USED WITHOUT OWNER'S WRITTEN PERMISSION. HZ PROJ. NO. 222 S. HARBOR BOULEVARD, SUITE 800 I ANAHEIM, CA 92805 PH: 714.490.5555 I FAX: 714.490.5560 IMEG PROJ. NO.: 22008618.00 PROJECT #22008618.00 SOCC 2022 R HBM 1st Fl KPOJ REMODEL E0-14 PLAN - DEMO 1ST FLR - LIGHTING - PROVIDE ENCLAVE CA394-1 CAP0227721R314412.35 HARBOR/MacARTHUR MEDICAL OFF 3401 S. HARBOR BLVD. SANTA ANA, CALIFORNIA 92704 1/4" = 1'-0"PLAN - DEMO 1ST FLR - LIGHTING ENLARGED PLAN - PROVIDER ENCLAVE 01 TRUE NORTH PLAN NORTH GENERAL NOTES KEYPLAN LEGEND KEYNOTES 1. EC SHALL VERIFY PANEL AND CIRCUIT NUMBER OF EACH LUMINAIRE, PRIOR TO DEMOLITION. MAINTAIN CIRCUIT CONTINUITY TO LUMINAIRES REQUIRED TO REMAIN ENERGIZED. ## 1. REMOVE EXISTING CORD-CONNECTED SURFACE-MOUNTED FLUORESCENT UNDER-CABINET TASK LIGHTING. TRUE NORTH PLAN NORTH 1. REFER TO COVERSHEET E0-01 FOR SYMBOL LIST, LINE TYPE AND TAG KEY LEGEND. AREA OF WORK CITY SUBMITTAL 11/03/2025 101125520, 20187249, 40140902 D D D D DD NT D NT WAP D D S D S S D NT NT WAP N N N N D V NC M NC M N D D D NT NT N 36 38 39 41 42 45 46 47 N T U V X Y Z AA BB 40 48 L Q R M 1601 HALLW 1522 CLEAN LINEN SLINC 1521 TOILET TLGEN 1635A ALCOVE, LINEN ALINS 1606 CORRIDOR CORRD 1625 H/C DRESS DRSSB 1626 DRESS DRSSB 1629 INTERVENTIONAL ULTRASOUND IUSND 1609 H/C TOILET TLGEN 1610 H/C TOILET TLGEN 1611 ULTRASOUND IUSND 1631 INTERVENTIONAL ULTRASOUND IUSND 1600 CORRIDOR COORD 1602 CORRIDOR CORRD 1630 TOILET IMAMO 1612 IUSND 1624 OPROV 1623 WSGEN 1615 TLGEN 1619 OPROV 1620 UTILS 1621 FPROC 1622 1 1 1 1 1 1 1 1 1 1 1 3 3 3 (E) +48"+48" 11 (E) (E) +42" 1 (R) (E) 2 1 4 1 4 2 +48" +48" 5 +48" 2 +48" 1 2 2 (E) (E) 6 +48" 6+48" (E) (E) 2 7 2 (E)(E) 2 2 2 (E)(E) (E) 9(TYP.3) 7 8 10(TYP.5) 1 (TYP.4) / +48" 11 8 TE OLIRFFOAC LANRP E 23191 STA ER REGIST ED INA N REENIGE FO OISSE E AICLCERTL Exp. 06/30/26 MIRASOPHOCLISGEORGY IMEG CORP. RESERVES PROPRIETARY RIGHTS, INCLUDING COPYRIGHTS, TO THIS DRAWING AND THE DATA SHOWN THEREON. SAID DRAWING AND/OR DATA ARE THE EXCLUSIVE PROPERTY OF IMEG CORP. AND SHALL NOT BE USED OR REPRODUCED FOR ANY OTHER PROJECT WITHOUT THE EXPRESS WRITTEN APPROVAL AND PARTICIPATION OF IMEG CORP. ©2022 IMEG CORP. REF. SCALE IN INCHES 0 1 2 3 The FUTURE. Built Smarter www.imegcorp.com R SHEET TITLE PROJECT FACILITY FAC NO: BLDG NO: FLOOR LEV: SECTION: KP PROJ. NO. PERMIT NO. 555 W. 5th St Suite 2950 | Los Angeles, CA 90013 USA Phone 310.820.4600 | Fax 310.207.4215 www.huitt-zollars.com ARCHITECT CONSULTANT ARCHITECT SEAL CONSULTANT SEAL KAISER FOUNDATION HOSPITALS NATIONAL FACILITIES SERVICES 1800 HARRISON STREET OAKLAND, CALIFORNIA 94612 ISSUE / REVISION LOG NO. ISSUED DATE 0 5' 5 0 ' GR A P H I C S C A L E S : 1 / 1 6 " = 1 ' - 0 " 0 25 ' 1/ 8 " = 1 ' - 0 " 5' 0 12 ' 1/ 4 " = 1 ' - 0 " 1' 0 6' 1/ 2 " = 1 ' - 0 " 1' 0 2' 1- 1 / 2 " = 1 ' - 0 " 0 1' 3" = 1 ' - 0 " IF T H I S S H E E T I S N O T 30 " x 4 2 " , I T I S A R E D U C E D PR I N T - S C A L E AC C O R D I N G L Y AGENCY APPLICATION NUMBER AGENCY APPROVAL STAMP THIS DOCUMENT IS THE PROPERTY OF THE OWNER AND IS NOT TO BE USED WITHOUT OWNER'S WRITTEN PERMISSION. HZ PROJ. NO. 222 S. HARBOR BOULEVARD, SUITE 800 I ANAHEIM, CA 92805 PH: 714.490.5555 I FAX: 714.490.5560 IMEG PROJ. NO.: 22008618.00 PROJECT #22008618.00 SOCC 2022 R HBM 1st Fl KPOJ REMODEL E0-15 PLAN - DEMO 1ST FLR - SIGNAL CLINICAL AREA CA394-1 CAP0227721R314412.35 HARBOR/MacARTHUR MEDICAL OFF 3401 S. HARBOR BLVD. SANTA ANA, CALIFORNIA 92704 1/4" = 1'-0"PLAN - DEMO 1ST FLR - SIGNAL ENLARGED PLAN - KPOJ - CLINICAL AREA 01 TRUE NORTH PLAN NORTH GENERAL NOTES KEYPLAN LEGEND KEYNOTES NOT APPLICABLE # TRUE NORTH PLAN NORTH 1. DISCONNECT AND REMOVE EXISTING MODTAP INFORMATION OUTLET, CONDUIT, AND CABLING BACK TO EXISTING IDF. 2. DISCONNECT AND REMOVE EXISTING NURSE CALL, CONDUIT AND CABLING, BACK TO NURSE CALL MASTER STATION AT FPROC#1622. 3. DISCONNECT AND REMOVE EXISTING PAGING SYSTEM DEVICE, CONDUIT AND CABLING BACK TO EXISTING PAGING RACK. 4. PATCH, REPAIR AND PAINT EXISTING SURFACE. REFER TO ARCHITECTURAL. 5. DISCONNECT AND REMOVE EXISTING WIRELESS ACCESS POINT, CONDUIT AND CABLING BACK TO EXISTING IDF. WIRELESS ACCESS POINT TO BE RELOCATED. REFER TO 01/E1-15. 6. DISCONNECT AND REMOVE EXISTING RAULAND NURSE CALL STATUS DISPLAY/ANNUNCIATOR. SAVE FOR RE-INSTALLATION, TO SUPPORT EXISTING NURSE CALL SYSTEM CALL STATIONS & DOME LIGHTS, LOCATED IN ADJACENT ROOMS. 7. DISCONNECT AND REMOVE EXISTING PULLCORD STATION; SAVE FOR RE- INSTALLATION. 8. DISCONNECT AND REMOVE EXISTING RAULAND NURSE CALL DOME LIGHT. SAVE FOR RE-INSTALLATION. 9. DISCONNECT AND REMOVE EXISTING RAULAND NURSE CALL STATION. RETURN TO OWNER. 10. DISCONNECT AND REMOVE EXISTING RAULAND NURSE CALL DOME LIGHT. RETURN TO OWNER. 11. DISCONNECT AND REMOVE EXISTING RAULAND NURSE CALL STATION. SAVE FOR RE-INSTALLATION. 1. REFER TO COVERSHEET E0-01 FOR SYMBOL LIST, LINE TYPE AND TAG KEY LEGEND. AREA OF WORK CITY SUBMITTAL 11/03/2025 1 CITY BACKCHECK #1 01/06/2026 101125520, 20187249, 40140902 1 CITY BACKCHECK #1 / INSTRUCTION BULLETIN #1 01/16/2026 1 1 1 1 101125520, 20187249, 40140902 D D CR NT NT NCA 3127.82726 33 34 36 C F N 32 A B D E G J K L M 1702 SUB-WAITING WTAPT 1709 TLT STAFF TLSTF 1771 TLT STAFF TLSTF 1205 LOUNGE LNGST 1202 RECEIVING RECVA EXROM 1708A EXROM 1708B WSGEN 1708 EXROM 1704B UTILG 1704C EXROM 1704D MASTA 1704A 1 1 1 1 1 1 2 2 3 (TYP.3) 1 1 3 3(TYP.2) 133 4 (E) TE OLIRFFOAC LANRP E 23191 STA ER REGIST ED INA N REENIGE FO OISSE E AICLCERTL Exp. 06/30/26 MIRASOPHOCLISGEORGY IMEG CORP. RESERVES PROPRIETARY RIGHTS, INCLUDING COPYRIGHTS, TO THIS DRAWING AND THE DATA SHOWN THEREON. SAID DRAWING AND/OR DATA ARE THE EXCLUSIVE PROPERTY OF IMEG CORP. AND SHALL NOT BE USED OR REPRODUCED FOR ANY OTHER PROJECT WITHOUT THE EXPRESS WRITTEN APPROVAL AND PARTICIPATION OF IMEG CORP. ©2022 IMEG CORP. REF. SCALE IN INCHES 0 1 2 3 The FUTURE. Built Smarter www.imegcorp.com R SHEET TITLE PROJECT FACILITY FAC NO: BLDG NO: FLOOR LEV: SECTION: KP PROJ. NO. PERMIT NO. 555 W. 5th St Suite 2950 | Los Angeles, CA 90013 USA Phone 310.820.4600 | Fax 310.207.4215 www.huitt-zollars.com ARCHITECT CONSULTANT ARCHITECT SEAL CONSULTANT SEAL KAISER FOUNDATION HOSPITALS NATIONAL FACILITIES SERVICES 1800 HARRISON STREET OAKLAND, CALIFORNIA 94612 ISSUE / REVISION LOG NO. ISSUED DATE 0 5' 5 0 ' GR A P H I C S C A L E S : 1 / 1 6 " = 1 ' - 0 " 0 25 ' 1/ 8 " = 1 ' - 0 " 5' 0 12 ' 1/ 4 " = 1 ' - 0 " 1' 0 6' 1/ 2 " = 1 ' - 0 " 1' 0 2' 1- 1 / 2 " = 1 ' - 0 " 0 1' 3" = 1 ' - 0 " IF T H I S S H E E T I S N O T 30 " x 4 2 " , I T I S A R E D U C E D PR I N T - S C A L E AC C O R D I N G L Y AGENCY APPLICATION NUMBER AGENCY APPROVAL STAMP THIS DOCUMENT IS THE PROPERTY OF THE OWNER AND IS NOT TO BE USED WITHOUT OWNER'S WRITTEN PERMISSION. HZ PROJ. NO. 222 S. HARBOR BOULEVARD, SUITE 800 I ANAHEIM, CA 92805 PH: 714.490.5555 I FAX: 714.490.5560 IMEG PROJ. NO.: 22008618.00 PROJECT #22008618.00 SOCC 2022 R HBM 1st Fl KPOJ REMODEL E0-16 PLAN - DEMO 1ST FLR - SIGNAL - PROVIDE ENCLAVE CA394-1 CAP0227721R314412.35 HARBOR/MacARTHUR MEDICAL OFF 3401 S. HARBOR BLVD. SANTA ANA, CALIFORNIA 92704 GENERAL NOTES 1/4" = 1'-0"PLAN - DEMO 1ST FLR - SIGNAL ENLARGED PLAN - PROVIDER ENCLAVE 01 TRUE NORTH PLAN NORTH KEYPLAN KEYNOTES # NOT APPLICABLE TRUE NORTH PLAN NORTH 1. DISCONNECT AND REMOVE EXISTING MODTAP INFORMATION OUTLET, CONDUIT, AND CABLING BACK TO EXISTING IDF. 2. DISCONNECT AND REMOVE EXISTING NURSE CALL, CONDUIT, AND CABLING, BACK TO NURSE CALL MASTER STATION AT MASTA # 1704A. 3. PATCH, REPAIR, AND PAINT EXISTING SURFACE. REFER TO ARCHITECTURAL. 4. DISCONNECT AND REMOVE EXISTING RAULAND NURSE CALL STATUS DISPLAY / ANNUNCIATOR. LEGEND 1. REFER TO COVERSHEET E0-01 FOR SYMBOL LIST, LINE TYPE AND TAG KEY LEGEND. AREA OF WORK CITY SUBMITTAL 11/03/2025 101125520, 20187249, 40140902 S S S F S S S F F 36 38 39 41 42 45 46 47 N T U V X Y Z AA BB 40 48 L Q R M 1601 HALLW 1522 CLEAN LINEN SLINC 1521 TOILET TLGEN 1635A ALCOVE, LINEN ALINS 1606 CORRIDOR CORRD 1625 H/C DRESS DRSSB 1626 DRESS DRSSB 1629 INTERVENTIONAL ULTRASOUND IUSND 1609 H/C TOILET TLGEN 1610 H/C TOILET TLGEN 1611 ULTRASOUND IUSND 1631 INTERVENTIONAL ULTRASOUND IUSND 1600 CORRIDOR COORD 1602 CORRIDOR CORRD 1630 TOILET IMAMO 1612 IUSND 1624 OPROV 1623 WSGEN 1615 TLGEN 1619 OPROV 1620 UTILS 1621 FPROC 1622 1 1 1 1 1 1 1 1 1 1 1 (E)(E) (E) 1 1 TE OLIRFFOAC LANRP E 23191 STA ER REGIST ED INA N REENIGE FO OISSE E AICLCERTL Exp. 06/30/26 MIRASOPHOCLISGEORGY IMEG CORP. RESERVES PROPRIETARY RIGHTS, INCLUDING COPYRIGHTS, TO THIS DRAWING AND THE DATA SHOWN THEREON. SAID DRAWING AND/OR DATA ARE THE EXCLUSIVE PROPERTY OF IMEG CORP. AND SHALL NOT BE USED OR REPRODUCED FOR ANY OTHER PROJECT WITHOUT THE EXPRESS WRITTEN APPROVAL AND PARTICIPATION OF IMEG CORP. ©2022 IMEG CORP. REF. SCALE IN INCHES 0 1 2 3 The FUTURE. Built Smarter www.imegcorp.com R SHEET TITLE PROJECT FACILITY FAC NO: BLDG NO: FLOOR LEV: SECTION: KP PROJ. NO. PERMIT NO. 555 W. 5th St Suite 2950 | Los Angeles, CA 90013 USA Phone 310.820.4600 | Fax 310.207.4215 www.huitt-zollars.com ARCHITECT CONSULTANT ARCHITECT SEAL CONSULTANT SEAL KAISER FOUNDATION HOSPITALS NATIONAL FACILITIES SERVICES 1800 HARRISON STREET OAKLAND, CALIFORNIA 94612 ISSUE / REVISION LOG NO. ISSUED DATE 0 5' 5 0 ' GR A P H I C S C A L E S : 1 / 1 6 " = 1 ' - 0 " 0 25 ' 1/ 8 " = 1 ' - 0 " 5' 0 12 ' 1/ 4 " = 1 ' - 0 " 1' 0 6' 1/ 2 " = 1 ' - 0 " 1' 0 2' 1- 1 / 2 " = 1 ' - 0 " 0 1' 3" = 1 ' - 0 " IF T H I S S H E E T I S N O T 30 " x 4 2 " , I T I S A R E D U C E D PR I N T - S C A L E AC C O R D I N G L Y AGENCY APPLICATION NUMBER AGENCY APPROVAL STAMP THIS DOCUMENT IS THE PROPERTY OF THE OWNER AND IS NOT TO BE USED WITHOUT OWNER'S WRITTEN PERMISSION. HZ PROJ. NO. 222 S. HARBOR BOULEVARD, SUITE 800 I ANAHEIM, CA 92805 PH: 714.490.5555 I FAX: 714.490.5560 IMEG PROJ. NO.: 22008618.00 PROJECT #22008618.00 SOCC 2022 R HBM 1st Fl KPOJ REMODEL E0-17 PLAN - DEMO 1ST FLR - FIRE ALARM - CLINICAL AREA CA394-1 CAP0227721R314412.35 HARBOR/MacARTHUR MEDICAL OFF 3401 S. HARBOR BLVD. SANTA ANA, CALIFORNIA 92704 1/4" = 1'-0"PLAN - DEMO 1ST FLR - FIRE ALARM ENLARGED PLAN - KPOJ - CLINICAL AREA 01 TRUE NORTH PLAN NORTH GENERAL NOTES KEYPLAN KEYNOTES:# 1. DISCONNECT AND REMOVE EXISTING FIRE ALARM DEVICE, CONDUIT, AND CABLING BACK TO 'FACP'-(E). NOT APPLICABLE TRUE NORTH PLAN NORTH LEGEND 1. REFER TO COVERSHEET E0-01 FOR SYMBOL LIST, LINE TYPE AND TAG KEY LEGEND. AREA OF WORK CITY SUBMITTAL 11/03/2025 101125520, 20187249, 40140902 F F SS 3127.82726 33 34 36 C F N 32 A B D E G J K L M 1702 SUB-WAITING WTAPT 1709 TLT STAFF TLSTF 1202 RECEIVING RECVA EXROM 1708A EXROM 1708B WSGEN 1708 EXROM 1704B UTILG 1704C EXROM 1704D MASTA 1704A (E) (E) (E) 1 1 TE OLIRFFOAC LANRP E 23191 STA ER REGIST ED INA N REENIGE FO OISSE E AICLCERTL Exp. 06/30/26 MIRASOPHOCLISGEORGY IMEG CORP. RESERVES PROPRIETARY RIGHTS, INCLUDING COPYRIGHTS, TO THIS DRAWING AND THE DATA SHOWN THEREON. SAID DRAWING AND/OR DATA ARE THE EXCLUSIVE PROPERTY OF IMEG CORP. AND SHALL NOT BE USED OR REPRODUCED FOR ANY OTHER PROJECT WITHOUT THE EXPRESS WRITTEN APPROVAL AND PARTICIPATION OF IMEG CORP. ©2022 IMEG CORP. REF. SCALE IN INCHES 0 1 2 3 The FUTURE. Built Smarter www.imegcorp.com R SHEET TITLE PROJECT FACILITY FAC NO: BLDG NO: FLOOR LEV: SECTION: KP PROJ. NO. PERMIT NO. 555 W. 5th St Suite 2950 | Los Angeles, CA 90013 USA Phone 310.820.4600 | Fax 310.207.4215 www.huitt-zollars.com ARCHITECT CONSULTANT ARCHITECT SEAL CONSULTANT SEAL KAISER FOUNDATION HOSPITALS NATIONAL FACILITIES SERVICES 1800 HARRISON STREET OAKLAND, CALIFORNIA 94612 ISSUE / REVISION LOG NO. ISSUED DATE 0 5' 5 0 ' GR A P H I C S C A L E S : 1 / 1 6 " = 1 ' - 0 " 0 25 ' 1/ 8 " = 1 ' - 0 " 5' 0 12 ' 1/ 4 " = 1 ' - 0 " 1' 0 6' 1/ 2 " = 1 ' - 0 " 1' 0 2' 1- 1 / 2 " = 1 ' - 0 " 0 1' 3" = 1 ' - 0 " IF T H I S S H E E T I S N O T 30 " x 4 2 " , I T I S A R E D U C E D PR I N T - S C A L E AC C O R D I N G L Y AGENCY APPLICATION NUMBER AGENCY APPROVAL STAMP THIS DOCUMENT IS THE PROPERTY OF THE OWNER AND IS NOT TO BE USED WITHOUT OWNER'S WRITTEN PERMISSION. HZ PROJ. NO. 222 S. HARBOR BOULEVARD, SUITE 800 I ANAHEIM, CA 92805 PH: 714.490.5555 I FAX: 714.490.5560 IMEG PROJ. NO.: 22008618.00 PROJECT #22008618.00 SOCC 2022 R HBM 1st Fl KPOJ REMODEL E0-18 PLAN - DEMO 1ST FLR - FIRE ALARM - PROVIDE ENCLAVE CA394-1 CAP0227721R314412.35 HARBOR/MacARTHUR MEDICAL OFF 3401 S. HARBOR BLVD. SANTA ANA, CALIFORNIA 92704 1/4" = 1'-0"PLAN - DEMO 1ST FLR - FIRE ALARM ENLARGED PLAN - PROVIDER ENCLAVE 01 TRUE NORTH PLAN NORTH GENERAL NOTES KEYPLAN 1. DISCONNECT AND REMOVE EXISTING FIRE ALARM DEVICE, CONDUIT, AND CABLING BACK TO 'FACP'-(E). LEGEND KEYNOTES:# TRUE NORTH PLAN NORTH 1. REFER TO COVERSHEET E0-01 FOR SYMBOL LIST, LINE TYPE AND TAG KEY LEGEND. AREA OF WORK NOT APPLICABLE CITY SUBMITTAL 11/03/2025 101125520, 20187249, 40140902 STAIR 1 ELEVATOR 1 ELEVATOR 2 STAIR 4 STAIR 3 STAIR 2 UP UP UP UP UP 2'' 2'' 4'' 4'' 5'' 5'' 6'' 6'' 9'' 9'' 11'' 11'' 12'' 12'' 14'' 14'' Z'' Z'' W'' P'' Q'' V'' T'' S'' K'' J'' G'' D'' D'' B'' B'' L'' N'' 302926 33 34 36 39 41 45 46 49 52 53 54 C C N N T V Y Z BB CC EE GG HH JJ AA EE KK LL 20 17 Z' X' 1 5 1502 RECEP 1702 SUB-WAITING WTAPT 1709 TLT STAFF TLSTF 1710 CLEAN UTILITY UTILC 1713 RADIOGRAPHY IGENL 1715 RADIOGRAPHY IGENL 1714 CONTROL CONTR 1718 DEXA SCAN IBONE 1711 DRESS DRSSB 1716 H/C DRESS DRSSH 1717 H/C TOILET TLGEN 1722 HC TOILET TLGEN 1719 STORAGE SGENL 1720 CONTROL CONTR 1721 FLUOROSCOPY IFLUO 1723 H/C DRESS DRSSH 1703 CORRIDOR CORRD 1601 HALLW 1727 OFFICE OGENL 1726 OFFICE OGENL 1725 OFFICE OGENL 1724 OFFICE OADMN 1639 OFFICE OGENL 1638 OFFICE OGENL 1637 OFFICE OGENL 17 STAIR STO3 1636 OFFICE OGEN2 1525 EVS EVSCL 1524 MANAGER OFFICE OADMIN1523 CT VIEWING OGENL 1522 CLEAN LINEN SLINC 1521 TOILET TLGEN 1518 H/C DRESS DRSSH 1519 DRESS DRESSB 1520 DRESS DRESSB 1301 VESTIBULE VESTI 1607 TELECOM EQRTR 1635 ULTRA SOUND 1608 MAMMOGRAPHY IMAMO 1635A ALCOVE, LINEN ALINS 1606 CORRIDOR CORRD 1625 H/C DRESS DRSSB 1626 DRESS DRSSB 1627 ADA DRESS DRSSA 1629 INTERVENTIONAL ULTRASOUND IUSND 1609 H/C TOILET TLGEN 1610 H/C TOILET TLGEN 1611 ULTRASOUND IUSND 1605 HALLW 1631 INTERVENTIONAL ULTRASOUND IUSND 109 CT SCAN ISCAN 110 CONTROL CONTR 1511 PREP UTILG 1516 COMPUTER WACMP 1512 VIEWING FVIEW 1510 FUTURE CT SCAN ISCAN 1513 PROCESSORS WACPR 1514 CONTROL CONTR 1505 CORRIDOR CORRD 1515 MRI EXAM IMRIM 1517 SOILED LINEN SLINS 1729 ADA DRESS DRSSA 1728 TLT STAFF TLSFT 1506 CORRIDOR CORRD 1507 CORRIDOR CORRD 1504 CORRIDOR CORRD 1600 CORRIDOR COORD 1602 CORRIDOR CORRD 1630 TOILET 18 HALLW 1633 MAMMOGRAPHY IMAMO 1833 EXAM ROOM EXROM13 EXAM ROOM EXROM 14 EXAM ROOM EXROM 16 (E) EXAM ROOM EXROM 19 EXAM ROOM EXROM 1832 EXAM ROOM EXROM 1816 EXAM ROOM EXROM 1815 EXAM ROOM EXROM 21 (E) EXAM ROOM EXROM 22 (E) EXAM ROOM EXROM 23 (E) EXAM ROOM EXROM 24 PROVIDER CONSULT ROOM CONSULT 25 (E) EXAM ROOM EXROM 26 (E) EXAM ROOM EXROM 27 (E) EXAM ROOM EXROM 1831 SPECIAL NEEDS EXAM ROOM EXSNA 1827D MA STATION MASTA 1827B MA STATION MASTA 1827C MA STATION MASTA 1827A MA STATION MASTA 1822B MA STATION MASTA 1822A MA STATION MASTA 1825A MA STATION MASTA 1825B MA STATION MASTA 28 CLEAN UTILITY UTILC 1820 (E) SOILED UTILITY UTILS 1821 MEDICAL GAS STORAGE SMGAS 29 MINOR PROCEDURE ROOM PRMIN 1829 CHARGE NURSE RNSTA 1902 TOILET TLGEN 1828 MEDICATION PREP ROOM MEDPR 30 WAITING ROOM WTAGN 1834 SHARED PROVIDER OFFICE OSHAR 31 EQUIPMENT STORAGE AEQST 1830 WEIGH IN APTWT 1825C WHEELCHAIR WEIGH IN APTWT/WCH 1818 (E) TOILET TLPAT 1825D STORAGE ALCOVE AEQST 1824 HALLWAY HALLW 1823 HALLWAY HALLW 1825 HALLWAY HALLW 1827 HALLWAY HALLW 1826 HALLWAY HALLW 1822 HALLWAY HALLW 1817 (E) TOILET TLPAT 1819 MINOR PROCEDURE PRMIN 1823A STORAGE ALCOVE AEQST 1708 ELECTRICAL EQMEC 1200 WAITING WTAGN 1203 OFFICE OGENL 1771 TLT STAFF TLSTF 1205 LOUNGE LNGST1202 RECEIVING RECVA 1201D WAITING WAGEN 1201C MEDS SMEDS KFHP 1100 ENTRY VESTIBULE 1101 LOBBY 103 BELOW STAIR 1500A OFFICE, GENERAL OGENL 1117 SECURITY OFFICE OGENL 1116 TLT STAFF TLSTF 1119 VESTIBULE VESTI 1115 SUPPLY CLOSET SCLOS 1102 RECEPTION RECEP 32 STAIR STO4 1105 ACCESSIBLE TOILET RM TLPUB 1106 NON-ACCESSIBLE TOILET RM TLPUB 1104 VESTIBULE VESTI 1113 ELECTRICAL EQELC 1110 MATERIALS MGMT SSUPP 1109 ELEV EQUIP EQELV 1111 MECH EQMEC 1114 TELECOM EQRTR 104 ELEV 1 ELEVA 105 MECH SHAFT MSHFT 106 ELEV 2 ELEVA 1108 ELEV LOBBY VESEL 107 MECH SHAFT MSHFT 1500 WTAGN 1112 CORRIDOR CORRD 1201A DISPENSING WADIS 1201B COMPOUNDING CMPDN 1103 VESTIBULE VESTI 1107 PHONES ATELE 1908 DATA EQRTR 1909 BLOOD DRAW ROOM BLDRR 1910 BLOOD DRAW 1911 STAFF LOUNGE 1900 WAITING 1906 EVSRM 1904 TOILET 1907 SSUPP 1914 LBTRY 1905 TLPTS 1903 TLPTS 34 CORRIDOR 1118 CORRIDOR 1614 EXAM ROOM EXROM 1612A HALLWAY HALLW 1615 EXAM ROOM EXROM 1620 TESTING ROOM, AUDIO TRAUD 1619 TOILET, PATIENT TLPAT 1617 EXAM ROOM EXROM 1616 EXAM ROOM EXROM 1704D OFFICE, GENERAL OGENL 1708 EXAM ROOM EXROM 1502 RECEP 1624 INTERVENTIONAL ULTRASOUND IUSND 1613 MEDICATION PREPARATION ROOM MEDPR 1704C OFFICE, GENERAL OGENL 1704A OFFICE, GENERAL OGENL 1704B OFFICE, GENERAL OGENL 1621 UTILITY, SOILED UTILS 1612C PROVIDER WORKSTATION WSPRO 1704 TEAM, MEETING AREA TEAMA 1618 STORAGE, CLEAN SUPPLY SCLSU 01 E1-12 01 E1-18 01 E1-14 01 E1-16 01 E1-17 01 E1-13 01 E1-11 01 E1-15 08 E6-00 1PA6 TE OLIRFFOAC LANRP E 23191 STA ER REGIST ED INA N REENIGE FO OISSE E AICLCERTL Exp. 06/30/26 MIRASOPHOCLISGEORGY IMEG CORP. RESERVES PROPRIETARY RIGHTS, INCLUDING COPYRIGHTS, TO THIS DRAWING AND THE DATA SHOWN THEREON. SAID DRAWING AND/OR DATA ARE THE EXCLUSIVE PROPERTY OF IMEG CORP. AND SHALL NOT BE USED OR REPRODUCED FOR ANY OTHER PROJECT WITHOUT THE EXPRESS WRITTEN APPROVAL AND PARTICIPATION OF IMEG CORP. ©2022 IMEG CORP. REF. SCALE IN INCHES 0 1 2 3 The FUTURE. Built Smarter www.imegcorp.com R SHEET TITLE PROJECT FACILITY FAC NO: BLDG NO: FLOOR LEV: SECTION: KP PROJ. NO. PERMIT NO. 555 W. 5th St Suite 2950 | Los Angeles, CA 90013 USA Phone 310.820.4600 | Fax 310.207.4215 www.huitt-zollars.com ARCHITECT CONSULTANT ARCHITECT SEAL CONSULTANT SEAL KAISER FOUNDATION HOSPITALS NATIONAL FACILITIES SERVICES 1800 HARRISON STREET OAKLAND, CALIFORNIA 94612 ISSUE / REVISION LOG NO. ISSUED DATE 0 5' 5 0 ' GR A P H I C S C A L E S : 1 / 1 6 " = 1 ' - 0 " 0 25 ' 1/ 8 " = 1 ' - 0 " 5' 0 12 ' 1/ 4 " = 1 ' - 0 " 1' 0 6' 1/ 2 " = 1 ' - 0 " 1' 0 2' 1- 1 / 2 " = 1 ' - 0 " 0 1' 3" = 1 ' - 0 " IF T H I S S H E E T I S N O T 30 " x 4 2 " , I T I S A R E D U C E D PR I N T - S C A L E AC C O R D I N G L Y AGENCY APPLICATION NUMBER AGENCY APPROVAL STAMP THIS DOCUMENT IS THE PROPERTY OF THE OWNER AND IS NOT TO BE USED WITHOUT OWNER'S WRITTEN PERMISSION. HZ PROJ. NO. 222 S. HARBOR BOULEVARD, SUITE 800 I ANAHEIM, CA 92805 PH: 714.490.5555 I FAX: 714.490.5560 IMEG PROJ. NO.: 22008618.00 PROJECT #22008618.00 SOCC 2022 R HBM 1st Fl KPOJ REMODEL E1-10 PLAN - REMODEL 1ST FLR - ELECTRICAL - OVERALL CA394-1 CAP0227721R314412.35 HARBOR/MacARTHUR MEDICAL OFF 3401 S. HARBOR BLVD. SANTA ANA, CALIFORNIA 92704 1/16" = 1'-0"PLAN - REMODEL 1ST FLOOR - ELECTRICAL OVERALL 01 TRUE NORTH PLAN NORTH KEYPLAN TRUE NORTH PLAN NORTH GENERAL NOTES NOT APPLICABLE LEGEND KEYNOTES:# 1. REFER TO COVERSHEET E0-01 FOR SYMBOL LIST, LINE TYPE AND TAG KEY LEGEND. AREA OF WORK NOT APPLICABLE CITY SUBMITTAL 11/03/2025 1 CITY BACKCHECK #1 01/06/2026 101125520, 20187249, 40140902 1 CITY BACKCHECK #1 / INSTRUCTION BULLETIN #1 01/16/2026 1 101125520, 20187249, 40140902 E E 36 38 39 41 42 45 46 47 N T U V X Y Z AA BB 40 48 L Q R M 1601 HALLW 1521 TOILET TLGEN 1635A ALCOVE, LINEN ALINS 1606 CORRIDOR CORRD 1625 H/C DRESS DRSSB 1626 DRESS DRSSB 1629 INTERVENTIONAL ULTRASOUND IUSND 1609 H/C TOILET TLGEN 1610 H/C TOILET TLGEN 1611 ULTRASOUND IUSND 1631 INTERVENTIONAL ULTRASOUND IUSND 1600 CORRIDOR COORD 1602 CORRIDOR CORRD 1630 TOILET 1614 EXAM ROOM EXROM 1612A HALLWAY HALLW 1615 EXAM ROOM EXROM 1620 TESTING ROOM, AUDIO TRAUD 1619 TOILET, PATIENT TLPAT 1617 EXAM ROOM EXROM 1616 EXAM ROOM EXROM 1624 INTERVENTIONAL ULTRASOUND IUSND 1613 MEDICATION PREPARATION ROOM MEDPR 1621 UTILITY, SOILED UTILS 1612C PROVIDER WORKSTATION WSPRO 1618 STORAGE, CLEAN SUPPLY SCLSU 5 5 20 14 10 13 15 11 11 6 4 2+46"1 1PA6-7/+46" 1PA6-5 1PA4-37 1PA4-37 1PA4-37 1PA6-1 1PA2-13 1PA6-8 1PA6-8 18 FC-1.1A 19 1PA5-15 1PA5-26 1PA5-26 1PA5-26 1PA5-26 1PA5-171PA5-8 1PA4-12 1PA4-12 1PA4-12 / / 7 / 1PA5-2 5 6 4 1PA5-7 1PA5-7 1PA5-7 1PA5-7 1PA5-131PA5-10 / / 7 / 5 6 4 1PA4-33 1PA4-33 1PA4-33 1PA4-33 1PA4-101PA5-12 / / 7 / 5 7 4 1PA6-3 1PA6-3 1PA6-3 1PA6-3 1PA6-3 1PA5-14 / / 7 / +8//5/ 16 1PA5-2 1PA5-2 / 11 1PA6-1/ 11 1PA6-1/ 3 /1PA6-1 /+46" / / 1PA6-8 1PA5-28 1PA6-8 11/ 11/ 1PA6 1PA6-14 / 1PA6-2 / 1PA6-8 1PA6-6 / 1PA6-10/ 1PA6-105/ 1PA6-109/ 1PA6-94/ 1PA6-15 1PA6-15 1PA6-15 5/ 1PA6-113/+21 1PA6-113/ 1PA6-1223/12 / 1PA6-13 17/ 1PA6-13 1PA6-13 1PA6-1322/ 1PA6-135/ 1PA6-13 MS# FC1.1A 11 E6-00 TE OLIRFFOAC LANRP E 23191 STA ER REGIST ED INA N REENIGE FO OISSE E AICLCERTL Exp. 06/30/26 MIRASOPHOCLISGEORGY IMEG CORP. RESERVES PROPRIETARY RIGHTS, INCLUDING COPYRIGHTS, TO THIS DRAWING AND THE DATA SHOWN THEREON. SAID DRAWING AND/OR DATA ARE THE EXCLUSIVE PROPERTY OF IMEG CORP. AND SHALL NOT BE USED OR REPRODUCED FOR ANY OTHER PROJECT WITHOUT THE EXPRESS WRITTEN APPROVAL AND PARTICIPATION OF IMEG CORP. ©2022 IMEG CORP. REF. SCALE IN INCHES 0 1 2 3 The FUTURE. Built Smarter www.imegcorp.com R SHEET TITLE PROJECT FACILITY FAC NO:BLDG NO:FLOOR LEV:SECTION: KP PROJ. NO. PERMIT NO. 555 W. 5th St Suite 2950 | Los Angeles, CA 90013 USA Phone 310.820.4600 | Fax 310.207.4215 www.huitt-zollars.com ARCHITECT CONSULTANT ARCHITECT SEAL CONSULTANT SEAL KAISER FOUNDATION HOSPITALS NATIONAL FACILITIES SERVICES 1800 HARRISON STREET OAKLAND, CALIFORNIA 94612 ISSUE / REVISION LOG NO.ISSUED DATE 0 5' 50 ' GR A P H I C S C A L E S : 1/ 1 6 " = 1 ' - 0 " 0 25 ' 1/ 8 " = 1 ' - 0 " 5' 0 12 ' 1/ 4 " = 1 ' - 0 " 1' 0 6' 1/ 2 " = 1 ' - 0 " 1' 0 2' 1- 1 / 2 " = 1 ' - 0 " 0 1' 3" = 1 ' - 0 " IF T H I S S H E E T I S N O T 30 " x 4 2 " , I T I S A R E D U C E D PR I N T - S C A L E AC C O R D I N G L Y AGENCY APPLICATION NUMBER AGENCY APPROVAL STAMP THIS DOCUMENT IS THE PROPERTY OF THE OWNER AND IS NOT TO BE USED WITHOUT OWNER'S WRITTEN PERMISSION. HZ PROJ. NO. 222 S. HARBOR BOULEVARD, SUITE 800 I ANAHEIM, CA 92805 PH: 714.490.5555 I FAX: 714.490.5560 IMEG PROJ. NO.: 22008618.00 PROJECT #22008618.00 SOCC 2022 R HBM 1st Fl KPOJ REMODEL E1-11 PLAN - REMODEL 1ST FLR - POWER - CLINICAL AREA CA394-1 CAP0227721R314412.35 HARBOR/MacARTHUR MEDICAL OFF 3401 S. HARBOR BLVD. SANTA ANA, CALIFORNIA 92704 1/4" = 1'-0"PLAN - REMODEL 1ST FLR - POWER ENLARGED PLAN - KPOJ - CLINICAL AREA 01 TRUE NORTH PLAN NORTH GENERAL NOTES KEYNOTES KEYPLAN LEGEND 1. RECEPTACLE FOR UNDERCOUNTER, SCIENTIFIC, FREEZER, FRUC 229. 2. RECEPTACLE FOR UNDERCOUNTER, SCIENTIFIC, REFRIGERATOR, REUC 256. 3. RECEPTACLE FOR PRINTER, PRIN 200 / 200E. 4. RECEPTACLE FOR EXAM TABLE, TAPW 264 / TAPW 262. 5. RECEPTACLE FOR HANDS-FREE FAUCET 120/12V LOW VOLTAGE TRANSFORMER. REFER TO 01/P1-12 FOR ADDITIONAL INFORMATION. 6. RECEPTACLE FOR WALL-MOUNTED TELE-CONSULT MONITOR MOIT 202. 7. RECEPTACLE FOR WALL-MOUNTED EQUIPMENT RAIL RAIE 218. 8. RECEPTACLE FOR COMPACT REFRIGERATOR RECEP 205, LOCATED ON TOP OF UNDER-COUNTER REFRIGERATOR REUC 256. 9. RECEPTACLE FOR VISUAL FUNCTION ANALYZER; TEVI 218, LOCATED ON TABLE. 10. RECEPTACLE FOR CONNECTION TO PRE-WIRED SOUND BOOTH BOAU508A. 11. RECEPTACLE FOR COMPUTER STATION COTE 200/201. 12. RECEPTACLE FOR BREATHALYZER BREA501. 13. RECEPTACLE FOR VISUAL ACUITY EYE CHART CHEY 211. 14. RECEPTACLE FOR ILLUMINATED VISUAL ACUITY EYE CABINET CHEY 501 / 502. 15. RECEPTACLE FOR WHEELCHAIR SCALE SCWH 209. 16. RECEPTACLE FOR COMPUTER CART, CRCO 255. 17. RECEPTACLE FOR WALL-MOUNTED MONITOR MOMO 211. 18. FC-1.1A" IS POWERED INTERNALLY VIA "CU1.1A". 19. INTERCEPT EXISTING 3/4"C., 3#12 PREVIOUSLY FEEDING REMOVED FC-1.1, AND EXTEND TO NEW FC-1.1A. 20. CONNECT TO WATER CONTROL SYSTEM CONTROLLER "DLA-1" (SOLENOID POWER). REFER TO 01/P1-12. 21. RECEPTACLE FOR PRINTER, DEMU 200E. 22. RECEPTACLE FOR WALL-MOUNTED COMPUTER WORK STATION, COTE 200 / MOWC 278. 23. RECEPTACLE FOR MOBILE ULTRASOUND SYSTEM, ULSD 400 AND TROPHON EPR DISINFECTION UNIT. 1. REFER TO 05/A2-01 FOR TYPICAL DEVICE MOUNTING HEIGHTS. REFER TO SHEETS A2-01 THRU A2-06, FOR SPECIFIC ROOM INTERIOR ELEVATIONS, PRIOR TO ROUGH-IN. 2. REFER TO SHEETS Q1-11 AND Q1-12 FOR FURNITURE AND EQUIPMENT PLAN ADDITIONAL INFORMATION. # TRUE NORTH PLAN NORTH 1. REFER TO COVERSHEET E0-01 FOR SYMBOL LIST, LINE TYPE AND TAG KEY LEGEND. AREA OF WORK CITY SUBMITTAL 11/03/2025 NOTE: ALL BRANCH CIRCUITS SERVING PATIENT CARE AREAS (EXAM, TESTING, AND ULTRASOUND) ARE PROVIDED WITH 1#12 REDUNDANT GROUNDING CONDUCTOR. HEALTHCARE RATED TYPE MC CABLE IS PROVIDED WITH A METALLIC SHEATH IN ADDITION TO 1 #12 GROUNDING CONDUCTOR. 1 CITY BACKCHECK #1 01/06/2026 101125520, 20187249, 40140902 1 CITY BACKCHECK #1 / INSTRUCTION BULLETIN #1 01/16/2026 1 1 1 1 1 101125520, 20187249, 40140902 STAIR 2 UP 3127.82726 33 34 36 C F N 32 A B D E G J K L M 1702 SUB-WAITING WTAPT 1709 TLT STAFF TLSTF 1202 RECEIVING RECVA 1704D OFFICE, GENERAL OGENL 1704C OFFICE, GENERAL OGENL 1704A OFFICE, GENERAL OGENL 1704B OFFICE, GENERAL OGENL 1704 TEAM, MEETING AREA TEAMA 1PA1'1PA1'-(E) 1PA2'1PA2'-(E) 1PA3'1PA3'-(E) 1PA4'1PA4'-(E) 1PA5'1PA5'-(E) FAPS-1'FAPS-1'-(E) FAPS-2'FAPS-2'-(E) T'T'-(E) 3 1PA2-1 1PA2-1 1PA2-1 1PA2-1 1PA2-3 1PA2-3 1PA5-23 1PA5-21 1PA6-4 / 3/3/3/ ELEC. RM. 1401 6(E) / 1PA5-30 1PA5-30 5 /+64" 1PA6-4 1PA6-4 1 2/ 4/ TE OLIRFFOAC LANRP E 23191 STA ER REGIST ED INA N REENIGE FO OISSE E AICLCERTL Exp. 06/30/26 MIRASOPHOCLISGEORGY IMEG CORP. RESERVES PROPRIETARY RIGHTS, INCLUDING COPYRIGHTS, TO THIS DRAWING AND THE DATA SHOWN THEREON. SAID DRAWING AND/OR DATA ARE THE EXCLUSIVE PROPERTY OF IMEG CORP. AND SHALL NOT BE USED OR REPRODUCED FOR ANY OTHER PROJECT WITHOUT THE EXPRESS WRITTEN APPROVAL AND PARTICIPATION OF IMEG CORP. ©2022 IMEG CORP. REF. SCALE IN INCHES 0 1 2 3 The FUTURE. Built Smarter www.imegcorp.com R SHEET TITLE PROJECT FACILITY FAC NO:BLDG NO:FLOOR LEV:SECTION: KP PROJ. NO. PERMIT NO. 555 W. 5th St Suite 2950 | Los Angeles, CA 90013 USA Phone 310.820.4600 | Fax 310.207.4215 www.huitt-zollars.com ARCHITECT CONSULTANT ARCHITECT SEAL CONSULTANT SEAL KAISER FOUNDATION HOSPITALS NATIONAL FACILITIES SERVICES 1800 HARRISON STREET OAKLAND, CALIFORNIA 94612 ISSUE / REVISION LOG NO.ISSUED DATE 0 5' 50 ' GR A P H I C S C A L E S : 1/ 1 6 " = 1 ' - 0 " 0 25 ' 1/ 8 " = 1 ' - 0 " 5' 0 12 ' 1/ 4 " = 1 ' - 0 " 1' 0 6' 1/ 2 " = 1 ' - 0 " 1' 0 2' 1- 1 / 2 " = 1 ' - 0 " 0 1' 3" = 1 ' - 0 " IF T H I S S H E E T I S N O T 30 " x 4 2 " , I T I S A R E D U C E D PR I N T - S C A L E AC C O R D I N G L Y AGENCY APPLICATION NUMBER AGENCY APPROVAL STAMP THIS DOCUMENT IS THE PROPERTY OF THE OWNER AND IS NOT TO BE USED WITHOUT OWNER'S WRITTEN PERMISSION. HZ PROJ. NO. 222 S. HARBOR BOULEVARD, SUITE 800 I ANAHEIM, CA 92805 PH: 714.490.5555 I FAX: 714.490.5560 IMEG PROJ. NO.: 22008618.00 PROJECT #22008618.00 SOCC 2022 R HBM 1st Fl KPOJ REMODEL E1-12 PLAN - REMODEL 1ST FLR - POWER - PROVIDE ENCLAVE CA394-1 CAP0227721R314412.35 HARBOR/MacARTHUR MEDICAL OFF 3401 S. HARBOR BLVD. SANTA ANA, CALIFORNIA 92704 1/4" = 1'-0"PLAN - REMODEL 1ST FLR - POWER ENLARGED PLAN - PROVIDER ENCLAVE 01 GENERAL NOTES KEYPLAN KEYNOTES 1. RECEPTACLE FOR PRINTER; PRIN 200. 2. RECEPTACLE FOR MICROWAVE; OVMI 215. LOCATE RECEPTACLE AT +46" AFF, TO TOP OF BOX. 3. RECEPTACLE FOR COMPUTER STATION COTE 201. 4. RECEPTACLE FOR UNDER-COUNTER REFRIGERATOR; REUC 248. 5. RECEPTACLE FOR LCD MONITOR WITH WALL-MOUNT; MOIT 200. 6. LIGHTING RELAY CABINET. # TRUE NORTH PLAN NORTH LEGEND 1. REFER TO COVERSHEET E0-01 FOR SYMBOL LIST, LINE TYPE AND TAG KEY LEGEND. AREA OF WORK TRUE NORTH PLAN NORTH 1. REFER TO 05/A2-01 FOR TYPICAL DEVICE MOUNTING HEIGHTS. REFER TO SHEETS A2-01 THRU A2-06, FOR SPECIFIC ROOM INTERIOR ELEVATIONS, PRIOR TO ROUGH-IN. 2. REFER TO SHEETS Q1-11 AND Q1-12 FOR FURNITURE AND EQUIPMENT PLAN ADDITIONAL INFORMATION. CITY SUBMITTAL 11/03/2025 1 CITY BACKCHECK #1 01/06/2026 101125520, 20187249, 40140902 1 CITY BACKCHECK #1 / INSTRUCTION BULLETIN #1 01/16/2026 1 101125520, 20187249, 40140902 OC OC J {LD2} {LD1} {LD1} {LD1} {LS1}{LS1} {LS1} {LD1} {LD3}OC OC OC {LD2} {LD2} {LD2} OC OC OC 36 38 39 41 42 45 46 47 N T U V X Y Z AA BB 40 48 L Q R M 1601 HALLW 1521 TOILET TLGEN 1635A ALCOVE, LINEN ALINS 1606 CORRIDOR CORRD 1625 H/C DRESS DRSSB 1626 DRESS DRSSB 1629 INTERVENTIONAL ULTRASOUND IUSND 1609 H/C TOILET TLGEN 1610 H/C TOILET TLGEN 1611 ULTRASOUND IUSND 1631 INTERVENTIONAL ULTRASOUND IUSND 1600 CORRIDOR COORD 1602 CORRIDOR CORRD 1630 TOILET 1614 EXAM ROOM EXROM 1612A HALLWAY HALLW 1615 EXAM ROOM EXROM 1620 TESTING ROOM, AUDIO TRAUD 1619 TOILET, PATIENT TLPAT 1617 EXAM ROOM EXROM 1616 EXAM ROOM EXROM 1624 INTERVENTIONAL ULTRASOUND IUSND 1613 MEDICATION PREPARATION ROOM MEDPR 1621 UTILITY, SOILED UTILS 1612C PROVIDER WORKSTATION WSPRO 1618 STORAGE, CLEAN SUPPLY SCLSU O O O a A2/16A2 A/16/aA A/16/aA A1/16/aA1 A1E/16/bA1E A1/16/aA1 A1/16/aA1 A1/16/aA1 A1/16/aA1 A/16/aA A/16/aA A3/16A3 A2/16A2 3 3 1 D/16/bD D/16/bD A1/16A1 A1/16A1 D O B/16B 1LA-16(E)(E)(E)(E) 1612B GENERAL, WORKSTATIONS WSGEN ab A/16/aA D/16/bD A/16/aA D/16/bD A/16A ab A1/16/aA1 A1E/16/bA1E A1/16/aA1 1LA-16/1 O D 1LA-16 1LA-16/ EX/16 D/ab D/ab D/ab EX/16 (E) (E) (E) (E) (E) (E) (E) O D/ab ab ab ab ab D/ab D/ab D/ab TE OLIRFFOAC LANRP E 23191 STA ER REGIST ED INA N REENIGE FO OISSE E AICLCERTL Exp. 06/30/26 MIRASOPHOCLISGEORGY IMEG CORP. RESERVES PROPRIETARY RIGHTS, INCLUDING COPYRIGHTS, TO THIS DRAWING AND THE DATA SHOWN THEREON. SAID DRAWING AND/OR DATA ARE THE EXCLUSIVE PROPERTY OF IMEG CORP. AND SHALL NOT BE USED OR REPRODUCED FOR ANY OTHER PROJECT WITHOUT THE EXPRESS WRITTEN APPROVAL AND PARTICIPATION OF IMEG CORP. ©2022 IMEG CORP. REF. SCALE IN INCHES 0 1 2 3 The FUTURE. Built Smarter www.imegcorp.com R SHEET TITLE PROJECT FACILITY FAC NO: BLDG NO: FLOOR LEV: SECTION: KP PROJ. NO. PERMIT NO. 555 W. 5th St Suite 2950 | Los Angeles, CA 90013 USA Phone 310.820.4600 | Fax 310.207.4215 www.huitt-zollars.com ARCHITECT CONSULTANT ARCHITECT SEAL CONSULTANT SEAL KAISER FOUNDATION HOSPITALS NATIONAL FACILITIES SERVICES 1800 HARRISON STREET OAKLAND, CALIFORNIA 94612 ISSUE / REVISION LOG NO. ISSUED DATE 0 5' 5 0 ' GR A P H I C S C A L E S : 1 / 1 6 " = 1 ' - 0 " 0 25 ' 1/ 8 " = 1 ' - 0 " 5' 0 12 ' 1/ 4 " = 1 ' - 0 " 1' 0 6' 1/ 2 " = 1 ' - 0 " 1' 0 2' 1- 1 / 2 " = 1 ' - 0 " 0 1' 3" = 1 ' - 0 " IF T H I S S H E E T I S N O T 30 " x 4 2 " , I T I S A R E D U C E D PR I N T - S C A L E AC C O R D I N G L Y AGENCY APPLICATION NUMBER AGENCY APPROVAL STAMP THIS DOCUMENT IS THE PROPERTY OF THE OWNER AND IS NOT TO BE USED WITHOUT OWNER'S WRITTEN PERMISSION. HZ PROJ. NO. 222 S. HARBOR BOULEVARD, SUITE 800 I ANAHEIM, CA 92805 PH: 714.490.5555 I FAX: 714.490.5560 IMEG PROJ. NO.: 22008618.00 PROJECT #22008618.00 SOCC 2022 R HBM 1st Fl KPOJ REMODEL E1-13 PLAN - REMODEL 1ST FLR - LIGHTING - CLINICAL AREA CA394-1 CAP0227721R314412.35 HARBOR/MacARTHUR MEDICAL OFF 3401 S. HARBOR BLVD. SANTA ANA, CALIFORNIA 92704 TRUE NORTH PLAN NORTH GENERAL NOTES KEYNOTES NOT APPLICABLE KEYPLAN LEGEND 1. INTERCEPT EXISTING BRANCH CIRCUIT FEEDER AND EXTEND TO NEW FIXTURE(S). # TRUE NORTH PLAN NORTH 1. REFER TO COVERSHEET E0-01 FOR SYMBOL LIST, LINE TYPE AND TAG KEY LEGEND. AREA OF WORK 1/4" = 1'-0"PLAN - REMODEL 1ST FLR - LIGHTING ENLARGED PLAN - KPOJ - CLINICAL AREA 01 CITY SUBMITTAL 11/03/2025 1 CITY BACKCHECK #1 01/06/2026 101125520, 20187249, 40140902 1 CITY BACKCHECK #1 / INSTRUCTION BULLETIN #1 01/16/2026 1 1 101125520, 20187249, 40140902 STAIR 2 UP OC {LD1} OC {LD1}{LD1}{LD1} {LD1} 3127.82726 33 34 36 C F N 32 A B D E G J K L M 1702 SUB-WAITING WTAPT 1709 TLT STAFF TLSTF 1202 RECEIVING RECVA 1704D OFFICE, GENERAL OGENL 1708 EXAM ROOM EXROM 1704C OFFICE, GENERAL OGENL 1704A OFFICE, GENERAL OGENL 1704B OFFICE, GENERAL OGENL 1704 TEAM, MEETING AREA TEAMA O OOO D ab A/16/aA A1/16A1 16 -(E)16 -(E) 1 1708 WORKSTATION, GENERAL WSGEN 1708B EXAM ROOM EXROM 1LA-16 1704 TEAM, MEETING AREA TEAMA A/16/bA A/16/bA A1/16A1A1/16A1A1/16A1 1LA-16/ D/ab D/ab TE OLIRFFOAC LANRP E 23191 STA ER REGIST ED INA N REENIGE FO OISSE E AICLCERTL Exp. 06/30/26 MIRASOPHOCLISGEORGY IMEG CORP. RESERVES PROPRIETARY RIGHTS, INCLUDING COPYRIGHTS, TO THIS DRAWING AND THE DATA SHOWN THEREON. SAID DRAWING AND/OR DATA ARE THE EXCLUSIVE PROPERTY OF IMEG CORP. AND SHALL NOT BE USED OR REPRODUCED FOR ANY OTHER PROJECT WITHOUT THE EXPRESS WRITTEN APPROVAL AND PARTICIPATION OF IMEG CORP. ©2022 IMEG CORP. REF. SCALE IN INCHES 0 1 2 3 The FUTURE. Built Smarter www.imegcorp.com R SHEET TITLE PROJECT FACILITY FAC NO: BLDG NO: FLOOR LEV: SECTION: KP PROJ. NO. PERMIT NO. 555 W. 5th St Suite 2950 | Los Angeles, CA 90013 USA Phone 310.820.4600 | Fax 310.207.4215 www.huitt-zollars.com ARCHITECT CONSULTANT ARCHITECT SEAL CONSULTANT SEAL KAISER FOUNDATION HOSPITALS NATIONAL FACILITIES SERVICES 1800 HARRISON STREET OAKLAND, CALIFORNIA 94612 ISSUE / REVISION LOG NO. ISSUED DATE 0 5' 5 0 ' GR A P H I C S C A L E S : 1 / 1 6 " = 1 ' - 0 " 0 25 ' 1/ 8 " = 1 ' - 0 " 5' 0 12 ' 1/ 4 " = 1 ' - 0 " 1' 0 6' 1/ 2 " = 1 ' - 0 " 1' 0 2' 1- 1 / 2 " = 1 ' - 0 " 0 1' 3" = 1 ' - 0 " IF T H I S S H E E T I S N O T 30 " x 4 2 " , I T I S A R E D U C E D PR I N T - S C A L E AC C O R D I N G L Y AGENCY APPLICATION NUMBER AGENCY APPROVAL STAMP THIS DOCUMENT IS THE PROPERTY OF THE OWNER AND IS NOT TO BE USED WITHOUT OWNER'S WRITTEN PERMISSION. HZ PROJ. NO. 222 S. HARBOR BOULEVARD, SUITE 800 I ANAHEIM, CA 92805 PH: 714.490.5555 I FAX: 714.490.5560 IMEG PROJ. NO.: 22008618.00 PROJECT #22008618.00 SOCC 2022 R HBM 1st Fl KPOJ REMODEL E1-14 PLAN - REMODEL 1ST FLR - LIGHTING - PROVIDE ENCLAVE CA394-1 CAP0227721R314412.35 HARBOR/MacARTHUR MEDICAL OFF 3401 S. HARBOR BLVD. SANTA ANA, CALIFORNIA 92704 GENERAL NOTES NOT APPLICABLE KEYPLAN LEGEND KEYNOTES # TRUE NORTH PLAN NORTH TRUE NORTH PLAN NORTH 1. REFER TO COVERSHEET E0-01 FOR SYMBOL LIST, LINE TYPE AND TAG KEY LEGEND. AREA OF WORK 1/4" = 1'-0"PLAN - REMODEL 1ST FLR - LIGHTING ENLARGED PLAN - PROVIDER ENCLAVE 01 CITY SUBMITTAL 11/03/2025 1. INTERCEPT EXISTING BRANCH CIRCUIT FEEDER AND EXTEND TO NEW FIXTURE(S). 1 CITY BACKCHECK #1 01/06/2026 101125520, 20187249, 40140902 1 CITY BACKCHECK #1 / INSTRUCTION BULLETIN #1 01/16/2026 1 1 101125520, 20187249, 40140902 D RI RI RI RI R I RI RI RI RI RI RIRI RI RI RI RI RI D S S D NT N D N D D D NT NT N RI RINT NT NCM NC M D RI-CR RI - C R N D WAP WAP 36 38 39 41 42 45 46 47 N T U V X Y Z AA BB 40 48 L Q R M 1601 HALLW 1521 TOILET TLGEN 1635A ALCOVE, LINEN ALINS 1606 CORRIDOR CORRD 1625 H/C DRESS DRSSB 1626 DRESS DRSSB 1629 INTERVENTIONAL ULTRASOUND IUSND 1609 H/C TOILET TLGEN 1610 H/C TOILET TLGEN 1611 ULTRASOUND IUSND 1631 INTERVENTIONAL ULTRASOUND IUSND 1600 CORRIDOR COORD 1602 CORRIDOR CORRD 1630 TOILET 1614 EXAM ROOM EXROM 1612A HALLWAY HALLW 1615 EXAM ROOM EXROM 1620 TESTING ROOM, AUDIO TRAUD 1619 TOILET, PATIENT TLPAT 1617 EXAM ROOM EXROM 1616 EXAM ROOM EXROM 1624 INTERVENTIONAL ULTRASOUND IUSND 1613 MEDICATION PREPARATION ROOM MEDPR 1621 UTILITY, SOILED UTILS 1612C PROVIDER WORKSTATION WSPRO 1618 STORAGE, CLEAN SUPPLY SCLSU 1 (E) (E) (E) (E) (E)(E) (E)(E) (E) 2 3 4 4 5 5 5 5 5 9 8 6 9 8 2 7 5 10 TE OLIRFFOAC LANRP E 23191 STA ER REGIST ED INA N REENIGE FO OISSE E AICLCERTL Exp. 06/30/26 MIRASOPHOCLISGEORGY IMEG CORP. RESERVES PROPRIETARY RIGHTS, INCLUDING COPYRIGHTS, TO THIS DRAWING AND THE DATA SHOWN THEREON. SAID DRAWING AND/OR DATA ARE THE EXCLUSIVE PROPERTY OF IMEG CORP. AND SHALL NOT BE USED OR REPRODUCED FOR ANY OTHER PROJECT WITHOUT THE EXPRESS WRITTEN APPROVAL AND PARTICIPATION OF IMEG CORP. ©2022 IMEG CORP. REF. SCALE IN INCHES 0 1 2 3 The FUTURE. Built Smarter www.imegcorp.com R SHEET TITLE PROJECT FACILITY FAC NO: BLDG NO: FLOOR LEV: SECTION: KP PROJ. NO. PERMIT NO. 555 W. 5th St Suite 2950 | Los Angeles, CA 90013 USA Phone 310.820.4600 | Fax 310.207.4215 www.huitt-zollars.com ARCHITECT CONSULTANT ARCHITECT SEAL CONSULTANT SEAL KAISER FOUNDATION HOSPITALS NATIONAL FACILITIES SERVICES 1800 HARRISON STREET OAKLAND, CALIFORNIA 94612 ISSUE / REVISION LOG NO. ISSUED DATE 0 5' 5 0 ' GR A P H I C S C A L E S : 1 / 1 6 " = 1 ' - 0 " 0 25 ' 1/ 8 " = 1 ' - 0 " 5' 0 12 ' 1/ 4 " = 1 ' - 0 " 1' 0 6' 1/ 2 " = 1 ' - 0 " 1' 0 2' 1- 1 / 2 " = 1 ' - 0 " 0 1' 3" = 1 ' - 0 " IF T H I S S H E E T I S N O T 30 " x 4 2 " , I T I S A R E D U C E D PR I N T - S C A L E AC C O R D I N G L Y AGENCY APPLICATION NUMBER AGENCY APPROVAL STAMP THIS DOCUMENT IS THE PROPERTY OF THE OWNER AND IS NOT TO BE USED WITHOUT OWNER'S WRITTEN PERMISSION. HZ PROJ. NO. 222 S. HARBOR BOULEVARD, SUITE 800 I ANAHEIM, CA 92805 PH: 714.490.5555 I FAX: 714.490.5560 IMEG PROJ. NO.: 22008618.00 PROJECT #22008618.00 SOCC 2022 R HBM 1st Fl KPOJ REMODEL E1-15 PLAN - REMODEL 1ST FLR - SIGNAL - CLINICAL AREA CA394-1 CAP0227721R314412.35 HARBOR/MacARTHUR MEDICAL OFF 3401 S. HARBOR BLVD. SANTA ANA, CALIFORNIA 92704 1/4" = 1'-0"PLAN - REMODEL 1ST FLR - SIGNAL ENLARGED PLAN - KPOJ - CLINICAL AREA 01 TRUE NORTH PLAN NORTH GENERAL NOTES KEYPLAN LEGEND KEYNOTES # TRUE NORTH PLAN NORTH 1. TECHNOLOGY ROUGH-IN FOR PRINTER. 2. 3/4"C WITH CABLE. EXTEND EXISTING NURSE CALL SYSTEM TO RE-INSTALLED NURSE CALL DEVICES. 3. 1"C WITH CABLE. 4. RELOCATED EXISTING RAULAND NURSE CALL STATUS DISPLAY/ANNINCIATOR TO BE RE-INSTALLED. RECONNECT EXISTING NURSE CALL DEVICES TO STATUS DISPLAY / ANNUNCIATOR. 5. 3/4"C. WITH CABLE; CONNECT TO EXISTING RELOCATED RAULAND NURSE CALL STATUS DISPLAY / ANNUNCIATOR AT CORR. 1602. 6. 3/4"C. WITH CABLE; CONNECT TO EXISTING RELOCATED RAULAND NURSE CALL STATUS DISPLAY / ANNUNCIATOR AT WORKSTATION 1612B. 7. RE-INSTALL EXISTING RAULAND NURSE CALL STATION. 8. RE-INSTALL EXISTING RAULAND NURSE CALL DOME LIGHT. 9. RE-INSTALL EXISTING RAULAND NURSE CALL PULL CORD STATION. 10. RELOCATED WIRELESS ACCESS POINT. 1. REFER TO COVERSHEET E0-01 FOR SYMBOL LIST, LINE TYPE AND TAG KEY LEGEND. AREA OF WORK 1. REFER TO 05/A2-01 FOR TYPICAL DEVICE MOUNTING HEIGHTS. REFER TO SHEETS A2-01 THRU A2-06, FOR SPECIFIC ROOM INTERIOR ELEVATIONS, PRIOR TO ROUGH-IN. 2. REFER TO SHEETS Q1-11 AND Q1-12 FOR FURNITURE AND EQUIPMENT PLAN ADDITIONAL INFORMATION. CITY SUBMITTAL 11/03/2025 1 CITY BACKCHECK #1 01/06/2026 101125520, 20187249, 40140902 1 CITY BACKCHECK #1 / INSTRUCTION BULLETIN #1 01/16/2026 1 101125520, 20187249, 40140902 STAIR 2 UP RI RI RI RI RI RI CR RI RI - C R 3127.82726 33 34 36 C F N 32 A B D E G J K L M 1702 SUB-WAITING WTAPT 1709 TLT STAFF TLSTF 1771 TLT STAFF TLSTF 1205 LOUNGE LNGST 1202 RECEIVING RECVA 1704D OFFICE, GENERAL OGENL 1708 EXAM ROOM EXROM 1704C OFFICE, GENERAL OGENL 1704A OFFICE, GENERAL OGENL 1704B OFFICE, GENERAL OGENL 1704 TEAM, MEETING AREA TEAMA (E) 1 2 1708B EXAM ROOM EXROM 1708 WORKSTATION, GENERAL WSGEN TE OLIRFFOAC LANRP E 23191 STA ER REGIST ED INA N REENIGE FO OISSE E AICLCERTL Exp. 06/30/26 MIRASOPHOCLISGEORGY IMEG CORP. RESERVES PROPRIETARY RIGHTS, INCLUDING COPYRIGHTS, TO THIS DRAWING AND THE DATA SHOWN THEREON. SAID DRAWING AND/OR DATA ARE THE EXCLUSIVE PROPERTY OF IMEG CORP. AND SHALL NOT BE USED OR REPRODUCED FOR ANY OTHER PROJECT WITHOUT THE EXPRESS WRITTEN APPROVAL AND PARTICIPATION OF IMEG CORP. ©2022 IMEG CORP. REF. SCALE IN INCHES 0 1 2 3 The FUTURE. Built Smarter www.imegcorp.com R SHEET TITLE PROJECT FACILITY FAC NO: BLDG NO: FLOOR LEV: SECTION: KP PROJ. NO. PERMIT NO. 555 W. 5th St Suite 2950 | Los Angeles, CA 90013 USA Phone 310.820.4600 | Fax 310.207.4215 www.huitt-zollars.com ARCHITECT CONSULTANT ARCHITECT SEAL CONSULTANT SEAL KAISER FOUNDATION HOSPITALS NATIONAL FACILITIES SERVICES 1800 HARRISON STREET OAKLAND, CALIFORNIA 94612 ISSUE / REVISION LOG NO. ISSUED DATE 0 5' 5 0 ' GR A P H I C S C A L E S : 1 / 1 6 " = 1 ' - 0 " 0 25 ' 1/ 8 " = 1 ' - 0 " 5' 0 12 ' 1/ 4 " = 1 ' - 0 " 1' 0 6' 1/ 2 " = 1 ' - 0 " 1' 0 2' 1- 1 / 2 " = 1 ' - 0 " 0 1' 3" = 1 ' - 0 " IF T H I S S H E E T I S N O T 30 " x 4 2 " , I T I S A R E D U C E D PR I N T - S C A L E AC C O R D I N G L Y AGENCY APPLICATION NUMBER AGENCY APPROVAL STAMP THIS DOCUMENT IS THE PROPERTY OF THE OWNER AND IS NOT TO BE USED WITHOUT OWNER'S WRITTEN PERMISSION. HZ PROJ. NO. 222 S. HARBOR BOULEVARD, SUITE 800 I ANAHEIM, CA 92805 PH: 714.490.5555 I FAX: 714.490.5560 IMEG PROJ. NO.: 22008618.00 PROJECT #22008618.00 SOCC 2022 R HBM 1st Fl KPOJ REMODEL E1-16 PLAN - REMODEL 1ST FLR - SIGNAL - PROVIDE ENCLAVE CA394-1 CAP0227721R314412.35 HARBOR/MacARTHUR MEDICAL OFF 3401 S. HARBOR BLVD. SANTA ANA, CALIFORNIA 92704 1/4" = 1'-0"PLAN - REMODEL 1ST FLR - SIGNAL ENLARGED PLAN - PROVIDER ENCLAVE 01 GENERAL NOTES KEYPLAN KEYNOTES # TRUE NORTH PLAN NORTH 1. ROUGH-IN FOR PRINTER PRIN 200. 2. ROUGH-IN FOR 55-INCH DISPLAY WALL-MOUNTED MONITOR MOIT 201. LEGEND 1. REFER TO COVERSHEET E0-01 FOR SYMBOL LIST, LINE TYPE AND TAG KEY LEGEND. AREA OF WORK TRUE NORTH PLAN NORTH 1. REFER TO 05/A2-01 FOR TYPICAL DEVICE MOUNTING HEIGHTS. REFER TO SHEETS A2-01 THRU A2-06, FOR SPECIFIC ROOM INTERIOR ELEVATIONS, PRIOR TO ROUGH-IN. 2. REFER TO SHEETS Q1-11 AND Q1-12 FOR FURNITURE AND EQUIPMENT PLAN ADDITIONAL INFORMATION. CITY SUBMITTAL 11/03/2025 1 CITY BACKCHECK #1 01/06/2026 101125520, 20187249, 40140902 1 CITY BACKCHECK #1 / INSTRUCTION BULLETIN #1 01/16/2026 1 1 101125520, 20187249, 40140902 S F S S S S S S F 15 F 15 F 15 F 15 F 15 F 30 F 30 36 38 39 41 42 45 46 47 N T U V X Y Z AA BB 40 48 L Q R M 1601 HALLW 1521 TOILET TLGEN 1635A ALCOVE, LINEN ALINS 1606 CORRIDOR CORRD 1625 H/C DRESS DRSSB 1626 DRESS DRSSB 1629 INTERVENTIONAL ULTRASOUND IUSND 1609 H/C TOILET TLGEN 1610 H/C TOILET TLGEN 1611 ULTRASOUND IUSND 1631 INTERVENTIONAL ULTRASOUND IUSND 1600 CORRIDOR COORD 1602 CORRIDOR CORRD 1630 TOILET 1614 EXAM ROOM EXROM 1612A HALLWAY HALLW 1615 EXAM ROOM EXROM 1620 TESTING ROOM, AUDIO TRAUD 1619 TOILET, PATIENT TLPAT 1617 EXAM ROOM EXROM 1616 EXAM ROOM EXROM 1624 INTERVENTIONAL ULTRASOUND IUSND 1613 MEDICATION PREPARATION ROOM MEDPR 1621 UTILITY, SOILED UTILS 1612C PROVIDER WORKSTATION WSPRO 1618 STORAGE, CLEAN SUPPLY SCLSU 1 1 1 1 1 1 1 1 TE OLIRFFOAC LANRP E 23191 STA ER REGIST ED INA N REENIGE FO OISSE E AICLCERTL Exp. 06/30/26 MIRASOPHOCLISGEORGY IMEG CORP. RESERVES PROPRIETARY RIGHTS, INCLUDING COPYRIGHTS, TO THIS DRAWING AND THE DATA SHOWN THEREON. SAID DRAWING AND/OR DATA ARE THE EXCLUSIVE PROPERTY OF IMEG CORP. AND SHALL NOT BE USED OR REPRODUCED FOR ANY OTHER PROJECT WITHOUT THE EXPRESS WRITTEN APPROVAL AND PARTICIPATION OF IMEG CORP. ©2022 IMEG CORP. REF. SCALE IN INCHES 0 1 2 3 The FUTURE. Built Smarter www.imegcorp.com R SHEET TITLE PROJECT FACILITY FAC NO: BLDG NO: FLOOR LEV: SECTION: KP PROJ. NO. PERMIT NO. 555 W. 5th St Suite 2950 | Los Angeles, CA 90013 USA Phone 310.820.4600 | Fax 310.207.4215 www.huitt-zollars.com ARCHITECT CONSULTANT ARCHITECT SEAL CONSULTANT SEAL KAISER FOUNDATION HOSPITALS NATIONAL FACILITIES SERVICES 1800 HARRISON STREET OAKLAND, CALIFORNIA 94612 ISSUE / REVISION LOG NO. ISSUED DATE 0 5' 5 0 ' GR A P H I C S C A L E S : 1 / 1 6 " = 1 ' - 0 " 0 25 ' 1/ 8 " = 1 ' - 0 " 5' 0 12 ' 1/ 4 " = 1 ' - 0 " 1' 0 6' 1/ 2 " = 1 ' - 0 " 1' 0 2' 1- 1 / 2 " = 1 ' - 0 " 0 1' 3" = 1 ' - 0 " IF T H I S S H E E T I S N O T 30 " x 4 2 " , I T I S A R E D U C E D PR I N T - S C A L E AC C O R D I N G L Y AGENCY APPLICATION NUMBER AGENCY APPROVAL STAMP THIS DOCUMENT IS THE PROPERTY OF THE OWNER AND IS NOT TO BE USED WITHOUT OWNER'S WRITTEN PERMISSION. HZ PROJ. NO. 222 S. HARBOR BOULEVARD, SUITE 800 I ANAHEIM, CA 92805 PH: 714.490.5555 I FAX: 714.490.5560 IMEG PROJ. NO.: 22008618.00 PROJECT #22008618.00 SOCC 2022 R HBM 1st Fl KPOJ REMODEL E1-17 PLAN - REMODEL 1ST FLR - FIRE ALARM - CLINICAL AREA CA394-1 CAP0227721R314412.35 HARBOR/MacARTHUR MEDICAL OFF 3401 S. HARBOR BLVD. SANTA ANA, CALIFORNIA 92704 1/4" = 1'-0"PLAN - REMODEL 1ST FLR - FIRE ALARM ENLARGED PLAN - KPOJ - CLINICAL AREA 01 TRUE NORTH PLAN NORTH GENERAL NOTES KEYPLAN LEGEND NOT APPLICABLE KEYNOTES # 1. CONNECT NEW FIRE ALARM DEVICE TO EXISTING FACP. TRUE NORTH PLAN NORTH 1. REFER TO COVERSHEET E0-01 FOR SYMBOL LIST, LINE TYPE AND TAG KEY LEGEND. AREA OF WORK CITY SUBMITTAL 11/03/2025 101125520, 20187249, 40140902 F S F 3127.82726 33 34 36 C F N 32 A B D E G J K L M 1702 SUB-WAITING WTAPT 1709 TLT STAFF TLSTF 1771 TLT STAFF TLSTF 1205 LOUNGE LNGST 1202 RECEIVING RECVA 1704D OFFICE, GENERAL OGENL 1704C OFFICE, GENERAL OGENL 1704A OFFICE, GENERAL OGENL 1704B OFFICE, GENERAL OGENL 1704 TEAM, MEETING AREA TEAMA (E) (E) 1 1708 WORKSTATION, GENERAL WSGEN 1708B EXAM ROOM EXROM 1708 EXAM ROOM EXROM 1704 TEAM, MEETING AREA TEAMA TE OLIRFFOAC LANRP E 23191 STA ER REGIST ED INA N REENIGE FO OISSE E AICLCERTL Exp. 06/30/26 MIRASOPHOCLISGEORGY IMEG CORP. RESERVES PROPRIETARY RIGHTS, INCLUDING COPYRIGHTS, TO THIS DRAWING AND THE DATA SHOWN THEREON. SAID DRAWING AND/OR DATA ARE THE EXCLUSIVE PROPERTY OF IMEG CORP. AND SHALL NOT BE USED OR REPRODUCED FOR ANY OTHER PROJECT WITHOUT THE EXPRESS WRITTEN APPROVAL AND PARTICIPATION OF IMEG CORP. ©2022 IMEG CORP. REF. SCALE IN INCHES 0 1 2 3 The FUTURE. Built Smarter www.imegcorp.com R SHEET TITLE PROJECT FACILITY FAC NO: BLDG NO: FLOOR LEV: SECTION: KP PROJ. NO. PERMIT NO. 555 W. 5th St Suite 2950 | Los Angeles, CA 90013 USA Phone 310.820.4600 | Fax 310.207.4215 www.huitt-zollars.com ARCHITECT CONSULTANT ARCHITECT SEAL CONSULTANT SEAL KAISER FOUNDATION HOSPITALS NATIONAL FACILITIES SERVICES 1800 HARRISON STREET OAKLAND, CALIFORNIA 94612 ISSUE / REVISION LOG NO. ISSUED DATE 0 5' 5 0 ' GR A P H I C S C A L E S : 1 / 1 6 " = 1 ' - 0 " 0 25 ' 1/ 8 " = 1 ' - 0 " 5' 0 12 ' 1/ 4 " = 1 ' - 0 " 1' 0 6' 1/ 2 " = 1 ' - 0 " 1' 0 2' 1- 1 / 2 " = 1 ' - 0 " 0 1' 3" = 1 ' - 0 " IF T H I S S H E E T I S N O T 30 " x 4 2 " , I T I S A R E D U C E D PR I N T - S C A L E AC C O R D I N G L Y AGENCY APPLICATION NUMBER AGENCY APPROVAL STAMP THIS DOCUMENT IS THE PROPERTY OF THE OWNER AND IS NOT TO BE USED WITHOUT OWNER'S WRITTEN PERMISSION. HZ PROJ. NO. 222 S. HARBOR BOULEVARD, SUITE 800 I ANAHEIM, CA 92805 PH: 714.490.5555 I FAX: 714.490.5560 IMEG PROJ. NO.: 22008618.00 PROJECT #22008618.00 SOCC 2022 R HBM 1st Fl KPOJ REMODEL E1-18 PLAN - REMODEL 1ST FLR - FIRE ALARM - PROVIDE ENCLAVE CA394-1 CAP0227721R314412.35 HARBOR/MacARTHUR MEDICAL OFF 3401 S. HARBOR BLVD. SANTA ANA, CALIFORNIA 92704 1/4" = 1'-0"PLAN - REMODEL 1ST FLR - FIRE ALARM ENLARGED PLAN - PROVIDER ENCLAVE 01 TRUE NORTH PLAN NORTH GENERAL NOTES KEYPLAN LEGEND NOT APPLICABLE KEYNOTES # 1. CONNECT NEW FIRE ALARM DEVICE TO EXISTING FACP. TRUE NORTH PLAN NORTH 1. REFER TO COVERSHEET E0-01 FOR SYMBOL LIST, LINE TYPE AND TAG KEY LEGEND. AREA OF WORK CITY SUBMITTAL 11/03/2025 101125520, 20187249, 40140902 A5RQ 702929USTCDET10.000000 0.0000001DETSTCA5RQ 702929U 0 . 0 0 0 0 0 0 1 D E T S T C A 5 R Q 7 0 2 9 2 9 U 2'' 2'' 4'' 4'' 5'' 5'' 6'' 6'' 8'' 8'' 10'' 10'' 11'' 11'' 12'' 12'' 15'' 15'' AA'' CC'' W'' P'' Q'' V'' S.9'' S'' K'' J'' G'' E'' B'' N'' 3027.827 33 34 36 39 41 45 46 49 52 53 54 57 C F N T V Y Z AA CC EE FF HH 8 K 20 16 1 R 5 12 13 23 WTAGN 2717 07 E6-00 2PA5'2PA5'-(E) TE OLIRFFOAC LANRP E 23191 STA ER REGIST ED INA N REENIGE FO OISSE E AICLCERTL Exp. 06/30/26 MIRASOPHOCLISGEORGY IMEG CORP. RESERVES PROPRIETARY RIGHTS, INCLUDING COPYRIGHTS, TO THIS DRAWING AND THE DATA SHOWN THEREON. SAID DRAWING AND/OR DATA ARE THE EXCLUSIVE PROPERTY OF IMEG CORP. AND SHALL NOT BE USED OR REPRODUCED FOR ANY OTHER PROJECT WITHOUT THE EXPRESS WRITTEN APPROVAL AND PARTICIPATION OF IMEG CORP. ©2022 IMEG CORP. REF. SCALE IN INCHES 0 1 2 3 The FUTURE. Built Smarter www.imegcorp.com R SHEET TITLE PROJECT FACILITY FAC NO: BLDG NO: FLOOR LEV: SECTION: KP PROJ. NO. PERMIT NO. 555 W. 5th St Suite 2950 | Los Angeles, CA 90013 USA Phone 310.820.4600 | Fax 310.207.4215 www.huitt-zollars.com ARCHITECT CONSULTANT ARCHITECT SEAL CONSULTANT SEAL KAISER FOUNDATION HOSPITALS NATIONAL FACILITIES SERVICES 1800 HARRISON STREET OAKLAND, CALIFORNIA 94612 ISSUE / REVISION LOG NO. ISSUED DATE 0 5' 5 0 ' GR A P H I C S C A L E S : 1 / 1 6 " = 1 ' - 0 " 0 25 ' 1/ 8 " = 1 ' - 0 " 5' 0 12 ' 1/ 4 " = 1 ' - 0 " 1' 0 6' 1/ 2 " = 1 ' - 0 " 1' 0 2' 1- 1 / 2 " = 1 ' - 0 " 0 1' 3" = 1 ' - 0 " IF T H I S S H E E T I S N O T 30 " x 4 2 " , I T I S A R E D U C E D PR I N T - S C A L E AC C O R D I N G L Y AGENCY APPLICATION NUMBER AGENCY APPROVAL STAMP THIS DOCUMENT IS THE PROPERTY OF THE OWNER AND IS NOT TO BE USED WITHOUT OWNER'S WRITTEN PERMISSION. HZ PROJ. NO. 222 S. HARBOR BOULEVARD, SUITE 800 I ANAHEIM, CA 92805 PH: 714.490.5555 I FAX: 714.490.5560 IMEG PROJ. NO.: 22008618.00 PROJECT #22008618.00 SOCC 2022 R HBM 1st Fl KPOJ REMODEL E1-20 PLAN - REMODEL 2ND FLR - ELECTRICAL - OVERALL CA394-1 CAP0227721R314412.35 HARBOR/MacARTHUR MEDICAL OFF 3401 S. HARBOR BLVD. SANTA ANA, CALIFORNIA 92704 1/16" = 1'-0"PLAN - REMODEL 2ND FLR - ELECTRICAL - OVERALL 01 N KEYPLAN GENERAL NOTES NOT APPLICABLE LEGEND AREA OF WORK 1 CITY BACKCHECK #1 01/06/2026 101125520, 20187249, 40140902 1 CITY BACKCHECK #1 / INSTRUCTION BULLETIN #1 01/16/2026 1 101125520, 20187249, 40140902 EA OSA 213T-215T 213T-215T E EA OSA 213T-215T 213T-215T 34 36 38 39 41 42 45 46 47 N 40 48 50 51 L Q R M 2PA5-2,4 CU-2.2 CU-2.3 CU-1.1A 6 (E)/WP 5 FDS#CU 34 36 38 39 41 42 45 46 47 N T 40 48 50 51 L Q R M 1 2PA5-2,4 2 CU-2.2 CU-2.3 CU-1.1/4 3/(R) (E)/WP TE OLIRFFOAC LANRP E 23191 STA ER REGIST ED INA N REENIGE FO OISSE E AICLCERTL Exp. 06/30/26 MIRASOPHOCLISGEORGY IMEG CORP. RESERVES PROPRIETARY RIGHTS, INCLUDING COPYRIGHTS, TO THIS DRAWING AND THE DATA SHOWN THEREON. SAID DRAWING AND/OR DATA ARE THE EXCLUSIVE PROPERTY OF IMEG CORP. AND SHALL NOT BE USED OR REPRODUCED FOR ANY OTHER PROJECT WITHOUT THE EXPRESS WRITTEN APPROVAL AND PARTICIPATION OF IMEG CORP. ©2022 IMEG CORP. REF. SCALE IN INCHES 0 1 2 3 The FUTURE. Built Smarter www.imegcorp.com R SHEET TITLE PROJECT FACILITY FAC NO: BLDG NO: FLOOR LEV: SECTION: KP PROJ. NO. PERMIT NO. 555 W. 5th St Suite 2950 | Los Angeles, CA 90013 USA Phone 310.820.4600 | Fax 310.207.4215 www.huitt-zollars.com ARCHITECT CONSULTANT ARCHITECT SEAL CONSULTANT SEAL KAISER FOUNDATION HOSPITALS NATIONAL FACILITIES SERVICES 1800 HARRISON STREET OAKLAND, CALIFORNIA 94612 ISSUE / REVISION LOG NO. ISSUED DATE 0 5' 5 0 ' GR A P H I C S C A L E S : 1 / 1 6 " = 1 ' - 0 " 0 25 ' 1/ 8 " = 1 ' - 0 " 5' 0 12 ' 1/ 4 " = 1 ' - 0 " 1' 0 6' 1/ 2 " = 1 ' - 0 " 1' 0 2' 1- 1 / 2 " = 1 ' - 0 " 0 1' 3" = 1 ' - 0 " IF T H I S S H E E T I S N O T 30 " x 4 2 " , I T I S A R E D U C E D PR I N T - S C A L E AC C O R D I N G L Y AGENCY APPLICATION NUMBER AGENCY APPROVAL STAMP THIS DOCUMENT IS THE PROPERTY OF THE OWNER AND IS NOT TO BE USED WITHOUT OWNER'S WRITTEN PERMISSION. HZ PROJ. NO. 222 S. HARBOR BOULEVARD, SUITE 800 I ANAHEIM, CA 92805 PH: 714.490.5555 I FAX: 714.490.5560 IMEG PROJ. NO.: 22008618.00 PROJECT #22008618.00 SOCC 2022 R HBM 1st Fl KPOJ REMODEL E1-31 PLAN - PARTIAL ROOF PLAN - ELECTRICAL REMODEL CA394-1 CAP0227721R314412.35 HARBOR/MacARTHUR MEDICAL OFF 3401 S. HARBOR BLVD. SANTA ANA, CALIFORNIA 92704 1/4" = 1'-0"PLAN - PARTIAL ROOF PLAN - ELECTRICAL REMODEL 02 TRUE NORTH PLAN NORTH TRUE NORTH PLAN NORTH GENERAL NOTES LEGEND 1. DISCONNECT AND REMOVE EXISTING EATON NEMA 3R, 30A, 240V HEAVY DUTY SAFETY SWITCH. 2. EXISTING 3/4"C., (RMC PENETRATION THRU ROOF; LTFMC TO CU), 3#10, 1#12 GND., TO REMAIN. DISCONNECT LTFMC FEEDER TO ACCOMMODATE REMOVAL OF EXISTING 30A HEAVY DUTY SAFETY SWITCH. 3. EXISTING 3/4"C., (RMC PENETRATION THRU ROOF; LTFMC TO CU), 3#12 TO FC-1.1. DISCONNECT LTFMC FEEDER TO ACCOMMODATE REMOVAL OF CU. REFER TO 01/E0-12. 4. HVAC UNIT TO BE REMOVED. REFER TO 01/M0-13. 5. INTERCEPT AND EXTEND EXISTING 3/4"C., 3#10, 1#12 GND, TO FDS# CU. 6. EXISTING 3/4"C., (RMC), 3#12 THRU ROOF. INTERCEPT AND EXTEND TO CU-1.1A FROM FC-1.1A. REFER TO 01/E1-11. KEYNOTES # 1. REFER TO COVERSHEET E0-01 FOR SYMBOL LIST, LINE TYPE AND TAG KEY LEGEND. 1. CU-1.1A IS A ONE TO ONE REPLACEMENT. NO NET LOAD ADDITION. 1/4" = 1'-0"PLAN - PARTIAL ROOF PLAN - ELECTRICAL DEMOLITION 01 TRUE NORTH PLAN NORTH CITY SUBMITTAL 11/03/2025 AREA OF WORK 1 CITY BACKCHECK #1 01/06/2026 101125520, 20187249, 40140902 1 CITY BACKCHECK #1 / INSTRUCTION BULLETIN #1 01/16/2026 1 1 1 101125520, 20187249, 40140902 TE OLIRFFOAC LANRP E 23191 STA ER REGIST ED INA N REENIGE FO OISSE E AICLCERTL Exp. 06/30/26 MIRASOPHOCLISGEORGY IMEG CORP. RESERVES PROPRIETARY RIGHTS, INCLUDING COPYRIGHTS, TO THIS DRAWING AND THE DATA SHOWN THEREON. SAID DRAWING AND/OR DATA ARE THE EXCLUSIVE PROPERTY OF IMEG CORP. AND SHALL NOT BE USED OR REPRODUCED FOR ANY OTHER PROJECT WITHOUT THE EXPRESS WRITTEN APPROVAL AND PARTICIPATION OF IMEG CORP. ©2022 IMEG CORP. REF. SCALE IN INCHES 0 1 2 3 The FUTURE. Built Smarter www.imegcorp.com R SHEET TITLE PROJECT FACILITY FAC NO: BLDG NO: FLOOR LEV: SECTION: KP PROJ. NO. PERMIT NO. 555 W. 5th St Suite 2950 | Los Angeles, CA 90013 USA Phone 310.820.4600 | Fax 310.207.4215 www.huitt-zollars.com ARCHITECT CONSULTANT ARCHITECT SEAL CONSULTANT SEAL KAISER FOUNDATION HOSPITALS NATIONAL FACILITIES SERVICES 1800 HARRISON STREET OAKLAND, CALIFORNIA 94612 ISSUE / REVISION LOG NO. ISSUED DATE 0 5' 5 0 ' GR A P H I C S C A L E S : 1 / 1 6 " = 1 ' - 0 " 0 25 ' 1/ 8 " = 1 ' - 0 " 5' 0 12 ' 1/ 4 " = 1 ' - 0 " 1' 0 6' 1/ 2 " = 1 ' - 0 " 1' 0 2' 1- 1 / 2 " = 1 ' - 0 " 0 1' 3" = 1 ' - 0 " IF T H I S S H E E T I S N O T 30 " x 4 2 " , I T I S A R E D U C E D PR I N T - S C A L E AC C O R D I N G L Y AGENCY APPLICATION NUMBER AGENCY APPROVAL STAMP THIS DOCUMENT IS THE PROPERTY OF THE OWNER AND IS NOT TO BE USED WITHOUT OWNER'S WRITTEN PERMISSION. HZ PROJ. NO. 222 S. HARBOR BOULEVARD, SUITE 800 I ANAHEIM, CA 92805 PH: 714.490.5555 I FAX: 714.490.5560 IMEG PROJ. NO.: 22008618.00 PROJECT #22008618.00 SOCC 2022 R HBM 1st Fl KPOJ REMODEL E5-00 PANEL AND DISCONNECT SCHEDULES CA394-1 CAP0227721R314412.35 HARBOR/MacARTHUR MEDICAL OFF 3401 S. HARBOR BLVD. SANTA ANA, CALIFORNIA 92704 CIRCUIT KEY NOTES:1. EXISTING LOAD TO REMAIN. *TOTAL DEMAND CALCS SUBTRACT ANY REDUNDANT LOAD AND THE SMALLER OF ANY NONCOINCIDENT HVAC LOADS. THIS CALC IS DONE AT EACH PANEL. TOTAL ESTIMATED DEMAND AMPS:42.2 A TOTAL CONNECTED AMPS:56.68 A TOTAL ESTIMATED DEMAND LOAD:15.211 kVA TOTAL CONNECTED LOAD:20.42 kVA Receptacles 20.421 kVA 74.48% 15.211 kVA LOAD CLASSIFICATION CONNECTED LOAD DEMAND FACTOR ESTIMATED DEMAND TOTALS* LOAD SUMMARY Total Amps:61.34 73.58 40.75 Total Load:7.03 kVA 8.50 kVA 4.89 kVA -- 41 ---- -- -- -- -- 0 0.54 -- -- -- -- ----42 -- -- 39 ---- -- -- -- -- 0 0.95 -- -- -- -- ----40 -- 37 1PA3 100 A 3 0 1.26 3 100 A 1PA4 38 -- 35 ---- -- -- -- -- 0 0 -- -- -- 1 20 A SFD 36 -- -- 33 ---- -- -- -- -- 0.36 0 -- -- -- 1 20 A TIMECLOCK 34 -- 31 1PA2 100 A 3 2.34 0 -- -- -- 1 20 A VAV 32 -- -- 29 ULTRASOUND 20 A 1 -- -- -- 0 0 -- -- -- 1 20 A ULTRA 30 -- -- 27 ULTRASOUND, REC. 1508 20 A 1 -- -- -- 0 0 -- -- -- 1 20 A ULTRA 28 -- -- 25 ULTRASOUND 20 A 1 -- -- -- 0 0 -- -- -- 1 20 A ULTRA 26 -- -- 23 ULTRASOUND 20 A 1 -- -- -- 0 0 -- -- -- 1 20 A ULTRA 24 -- -- 21 ULTRASOUND 20 A 1 -- -- -- 0 0 -- -- -- 1 20 A EF-5 22 -- -- 19 ---- -- -- -- -- 3.43 0 -- -- -- 1 20 A ELEV PIT 20 -- -- 17 ---- -- -- -- -- 4.35 0 -- -- -- 1 20 A PHARMACY 18 -- 15 1PA5 60 A 3 7.19 0 -- -- -- 1 20 A PRESCRIP. REFRIG 16 -- -- 13 EXISTING LOAD 20 A 1 -- -- -- 0 0 -- -- -- 1 20 A MRI AREA 14 -- -- 11 ULTRASOUND 20 A 1 -- -- -- 0 0 -- -- -- 1 20 A SFD 12 -- -- 9 RECEPTION 20 A 1 -- -- -- 0 0 -- -- -- 1 20 A FAX 10 -- -- 7 RECEPTION 20 A 1 -- -- -- 0 0 -- -- -- 1 20 A PRINTER 8 -- -- 5 RECEPTION 20 A 1 -- -- -- 0 0 -- -- -- 1 20 A DOOR REAR 6 -- -- 3 RECEPTION 20 A 1 -- -- -- 0 0 -- -- -- 1 20 A DOOR FRONT 4 -- -- 1 RECEPTION 20 A 1 -- -- -- 0 0 -- -- -- 1 20 A BOLLARDS 2 -- K E Y CKT NO.LOAD DESCRIPTION OCPD AMPS P WIRE SIZE H N G A B C WIRE SIZE G N H OCPD P AMPS LOAD DESCRIPTION CKT NO. K E Y NOTES: ISC UNKNOWN 0.00 kA SCCR:35 kA LOCATION:ELEC. RM. 1401 NORMAL BRANCH WIRE:4 FED FROM:(E) XFMR 150KVA GROUND BUS PHASE:3 ENCLOSURE:NEMA 1 SOLID NEUTRAL VOLTS:120/208 Wye MOUNTING:SURFACE MAIN:400 A MCB PANEL"1PA1" - (E) CIRCUIT KEY NOTES:1. REVISED LOAD ON EXISTING C.B. NET LOAD REDUCTION. 2. REVISED LOAD ON EXISTING C.B: NO NET LOAD CHANGE. 3. EXISTING LOAD TO REMAIN, *TOTAL DEMAND CALCS SUBTRACT ANY REDUNDANT LOAD AND THE SMALLER OF ANY NONCOINCIDENT HVAC LOADS. THIS CALC IS DONE AT EACH PANEL. TOTAL ESTIMATED DEMAND AMPS:7.5 A TOTAL CONNECTED AMPS:7.49 A TOTAL ESTIMATED DEMAND LOAD:2.7 kVA TOTAL CONNECTED LOAD:2.70 kVA Receptacles 2.7 kVA 100.00% 2.7 kVA LOAD CLASSIFICATION CONNECTED LOAD DEMAND FACTOR ESTIMATED DEMAND TOTALS* LOAD SUMMARY Total Amps:19.96 3.46 0.00 Total Load:2.34 kVA 0.36 kVA 0.00 kVA -- 41 SFD 20 A 1 -- -- -- 0 0 -- -- -- 1 20 A RADIOLOGY 42 -- -- 39 ---- -- -- -- -- 0 0 -- -- -- 1 20 A MS4 40 -- -- 37 CT LASER 20 A 2 -- -- -- 0 0 -- -- -- 1 20 A SPARE 38 -- -- 35 ---- -- -- -- -- 0 0 -- -- -- 1 20 A MRI 36 -- -- 33 ---- -- -- -- -- 0 0 -- -- -- 1 20 A MRI 34 -- -- 31 WRI DCL 20 A 3 -- -- -- 0 0 -- -- -- 1 20 A MRI 32 -- -- 29 ROOM 1708A, B 20 A 1 -- -- -- 0 0 -- -- -- 1 20 A MRI DR CMPRS 1516 30 -- -- 27 CONTROL 20 A 1 -- -- -- 0 0 -- -- -- 1 20 A SPARE ROOM 1635 28 -- -- 25 PROCESSOR 20 A 1 -- -- -- 0 0 -- -- -- 1 20 A RECEPTACLES ROOM 1635 26 -- -- 23 ROOM 1633 EAST 20 A 1 -- -- -- 0 0 -- -- -- 1 20 A FLUOROSCOPY ROOM 1715 24 -- -- 21 RECEPTACLES RECEPTION 1509 20 A 1 -- -- -- 0 0 -- -- -- 1 20 A RADIOLOGY 22 -- -- 19 COPIER 20 A 1 -- -- -- 0 0 -- -- -- 1 20 A RADIOLOGY 20 -- -- 17 CLEANING 20 A 1 -- -- -- 0 0 -- -- -- 1 20 A DEXA 18 -- -- 15 CLEANING 20 A 1 -- -- -- 0 0 -- -- -- 1 20 A OFFICE 16 -- 2 13 EXIST. CLEANING + RECEP. WORK 1612 20 A 1 12 12 12 0.9 0 -- -- -- 1 20 A OFFICE 14 -- -- 11 1633 NORTH & WEST 20 A 1 -- -- -- 0 0 -- -- -- 1 20 A OFFICE 12 -- -- 9 ROOM 1708C, A, BATHROOM 20 A 1 -- -- -- 0 0 -- -- -- 1 20 A OFFICE 10 -- -- 7 ROOM 1708C, A, BATHROOM 20 A 1 -- -- -- 0 0 -- -- -- 1 20 A OFFICE 8 -- -- 5 ROOM 1708A, B 20 A 1 -- -- -- 0 0 -- -- -- 1 20 A OFFICE 6 -- 2 3 RECEPS.-RM. 1704 20 A 1 12 12 12 0.36 0 -- -- -- 1 20 A OFFICE 4 -- 1 1 RECEPS.-RMS. 1704A-D 20 A 1 12 12 12 1.44 0 -- -- -- 1 20 A EROOM 1704A, B, D 2 -- K E Y CKT NO.LOAD DESCRIPTION OCPD AMPS P WIRE SIZE H N G A B C WIRE SIZE G N H OCPD P AMPS LOAD DESCRIPTION CKT NO. K E Y NOTES: ISC UNKNOWN 0.00 kA SCCR:10 kA LOCATION:ELEC. RM. 1401 NORMAL BRANCH WIRE:4 FED FROM:100A@ 1PA1 GROUND BUS PHASE:3 ENCLOSURE:NEMA 1 SOLID NEUTRAL VOLTS:120/208 Wye MOUNTING:SURFACE MAIN:100 A MLO PANEL"1PA2" - (E) CIRCUIT KEY NOTES:1. DISCONNECT AND REMOVE EXISTING CB. 2. EXISTING LOAD TO REMAIN. 3. REVISED LOAD ON EXISTING CB. NO NET LOAD CHANGE. 4. REVISED LOAD ON EXISTING CB. NET LOAD REDUCTION. *TOTAL DEMAND CALCS SUBTRACT ANY REDUNDANT LOAD AND THE SMALLER OF ANY NONCOINCIDENT HVAC LOADS. THIS CALC IS DONE AT EACH PANEL. TOTAL ESTIMATED DEMAND AMPS:7.6 A TOTAL CONNECTED AMPS:7.63 A TOTAL ESTIMATED DEMAND LOAD:2.75 kVA TOTAL CONNECTED LOAD:2.75 kVA Receptacles 2.75 kVA 100.00% 2.75 kVA LOAD CLASSIFICATION CONNECTED LOAD DEMAND FACTOR ESTIMATED DEMAND TOTALS* LOAD SUMMARY Total Amps:11.03 8.44 4.50 Total Load:1.26 kVA 0.95 kVA 0.54 kVA -- 41 RADIOLOGY LITES 20 A 1 -- -- -- 0 0 -- -- -- 1 20 A 1633 WEST 42 -- -- 39 RADIOLOGY LITES 20 A 1 -- -- -- 0 0 -- -- -- 1 20 A 1633 WEST 40 -- 3 37 EXIST. RECEP. + RECEP. 1613 20 A 1 12 12 12 1.26 0 -- -- -- 1 20 A RECEPT. ELEV WALL LOBBY 38 -- -- 35 SPARE 20 A 1 -- -- -- 0 0 -- -- -- -- ----36 -- 3 33 RECEPS. EXAM 1615 20 A 1 12 12 12 0.9 0 -- -- -- 2 20 A SELENIA IN MAMAGRAPHY 34 -- -- 31 RECEPTACLES 20 A 1 -- -- -- 0 0 -- -- -- 1 20 A FLUOROSCOPY EQUIPMENT 1712 32 -- -- 29 RECEPTACLES, REC 1509 20 A 1 -- -- -- 0 0 -- -- -- 1 20 A H-1 30 -- -- 27 ---- -- -- -- -- 0 0 -- -- -- 1 20 A REC. 1509 28 -- -- 25 PROCESSOR 20 A 2 -- -- -- 0 0 -- -- -- 1 20 A H-2 26 -- -- 23 ---- -- -- -- -- 0 0 -- -- -- 1 20 A REC. 1508, 1509 24 -- -- 21 PROCESSOR 20 A 2 -- -- -- 0 0 -- -- -- 1 20 A RECEPTACLES 22 -- -- 19 ---- -- -- -- -- 0 0 -- -- -- 1 20 A AAS CONTROL PANEL RM 1516 20 -- -- 17 PROCESSOR 30 A 2 -- -- -- 0 0 -- -- -- 1 20 A ULTRASOUND LITES 18 -- -- 15 PHARMACY RECEPTACLES 20 A 1 -- -- -- 0 0 -- -- -- 1 20 A ULTRA SOUND LITES 16 -- -- 13 PHARMACY RECEPTACLES 20 A 1 -- -- -- 0 0 -- -- -- 1 20 A UTILITY 14 -- -- 11 ---- -- -- -- -- 0 0.54 12 12 12 1 20 A EXISTING RECEP. + RECEP. RM. 1618 12 3 -- 9 ---- -- -- -- -- 0 0.05 12 12 12 1 20 A PROCESSORS + FAUCET RECEP. 1615 10 4 -- 7 DARK ROOM PROCESSOR 40 A 3 -- -- -- 0 0 -- -- -- 1 20 A MAMOGRAM 1633 EAST 8 -- -- 5 DARK ROOM 20 A 1 -- -- -- 0 0 -- -- -- 1 20 A XRAY VIEWS 6 -- -- 3 SPARE 20 A 1 -- -- -- 0 0 -- -- -- 1 20 A XRAY VIEWS 4 -- -- 1 SPARE 20 A 1 -- -- -- 0 0 -- -- -- 1 20 A XRAY VIEWS FOOTRAY REC.2 -- K E Y CKT NO.LOAD DESCRIPTION OCPD AMPS P WIRE SIZE H N G A B C WIRE SIZE G N H OCPD P AMPS LOAD DESCRIPTION CKT NO. K E Y NOTES: ISC UNKNOWN 0.00 kA SCCR:10 kA LOCATION:ELEC. RM. 1401 NORMAL BRANCH WIRE:4 FED FROM:100A@ 1PA1 GROUND BUS PHASE:3 ENCLOSURE:NEMA 1 SOLID NEUTRAL VOLTS:120/208 Wye MOUNTING:SURFACE MAIN:100 A MLO PANEL"1PA4" - (E) CIRCUIT KEY NOTES:1. DISCONNECT EXISTING 35A, 2P CB. PROVIDE AND INSTALL NEW CB AS INDICATED. 2. DISCONNECT EXISTING 20A, 2P CB. PROVIDE AND INSTALL NEW CB AS INDICATED. 3. REVISED LOAD ON EXISTING CB. NO NET LOAD CHANGE. 4. EXISTING LOAD TO REMAIN. 5. REVISED LOAD ON EXISTING CB. NET LOAD REDUCTION. *TOTAL DEMAND CALCS SUBTRACT ANY REDUNDANT LOAD AND THE SMALLER OF ANY NONCOINCIDENT HVAC LOADS. THIS CALC IS DONE AT EACH PANEL. TOTAL ESTIMATED DEMAND AMPS:34.7 A TOTAL CONNECTED AMPS:41.56 A TOTAL ESTIMATED DEMAND LOAD:12.486 kVA TOTAL CONNECTED LOAD:14.97 kVA Receptacles 14.971 kVA 83.40% 12.486 kVA LOAD CLASSIFICATION CONNECTED LOAD DEMAND FACTOR ESTIMATED DEMAND TOTALS* LOAD SUMMARY Total Amps:61.09 37.43 28.59 Total Load:7.19 kVA 4.35 kVA 3.43 kVA -- 29 AUTODOOR HALLWAY 1504, 1505 20 A 1 -- -- -- 0 1.51 12 12 12 1 20 A EXIST. + WALL MONITOR - RM. 1704 30 3 -- 27 PHARM LARGE REFRIG EAST 20 A 1 -- -- -- 0 0.9 12 12 12 1 20 A 3 RECEPS. 1704D + RECEPS. RM. 1620 28 4 -- 25 EXAM 1704B SURG. LTS.20 A 1 -- -- -- 0 1.22 12 12 12 1 20 A EXIST. RECEPT + RECEPS. EXAM 1617 26 5 3 23 UC REFRIG. - RM. 1704 20 A 1 12 12 12 0.47 0 -- -- -- 1 20 A CHARGER FOR SEC. VEHICLE 24 -- 3 21 MICROWAVE - RM. 1704 20 A 1 12 12 12 1 0 -- -- -- 1 20 A AUTODOORS 1702 HALLWAY 1500 22 -- -- 19 BATHROOM 1709 SHUTOFF 20 A 1 -- -- -- 0 0 -- -- -- 1 20 A RECEPT. 1500A 20 -- 3 17 MS PROCESSOR 1602+FAUCET RECEP....20 A 1 12 12 12 0.05 0 -- -- -- 1 20 A RECEPT. 1500A 18 -- 3 15 EXIST. MS PROCESSOR 1602+FAUCET RECEP....20 A 1 12 12 12 1.05 0 -- -- -- 1 20 A ATM LOBBY 16 -- 3 13 MICROWAVE 1602+FAUCET RECEP. 1616 20 A 1 12 12 12 1.05 1.4 12 12 12 1 20 A EXAM TABLE - RM. 1614 14 3 -- 11 HOLOGIC CNTL. RECEP. 1612A + 1612B 20 A 1 -- -- -- 0 1.4 12 12 12 1 20 A EXAM TABLE - RM. 1615 12 2 -- 9 H3 FOR 1510 20 A 1 -- -- -- 0 1.4 12 12 12 1 20 A EXAM TABLE - RM. 1616 10 3 3 7 EXIST. RECEP + RECEP. EXAM 1616 20 A 1 12 12 12 1.22 1.4 12 12 12 1 20 A EXAM TABLE - RM. 1617 8 1 -- 5 H3 FOR 1510 20 A 1 -- -- -- 0 0 -- -- -- 1 20 A RECEPT. 1611 6 -- -- 3 REC. 1509 20 A 1 -- -- -- 0 0 -- -- -- 1 20 A RECEPTS 1514 FOR RIS 4 -- -- 1 RECEPT. RM 1510 20 A 1 -- -- -- 0 0.9 12 12 12 1 20 A RECEPTS. 1704, 1075 FOR RIS + HALL....2 3 K E Y CKT NO.LOAD DESCRIPTION OCPD AMPS P WIRE SIZE H N G A B C WIRE SIZE G N H OCPD P AMPS LOAD DESCRIPTION CKT NO. K E Y NOTES: ISC UNKNOWN 0.00 kA SCCR:10 kA LOCATION:ELEC. RM. 1401 NORMAL BRANCH WIRE:4 FED FROM:60A@ 1PA1 GROUND BUS PHASE:3 ENCLOSURE:NEMA 1 SOLID NEUTRAL VOLTS:120/208 Wye MOUNTING:SURFACE MAIN:100 A MLO PANEL"1PA5" - (E) 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 4 4 4 3 4 4 4 5 4 4 4 4 4 4 4 4 3 1 4 CIRCUIT KEY NOTES: *TOTAL DEMAND CALCS SUBTRACT ANY REDUNDANT LOAD AND THE SMALLER OF ANY NONCOINCIDENT HVAC LOADS. THIS CALC IS DONE AT EACH PANEL. TOTAL ESTIMATED DEMAND AMPS:32.5 A TOTAL CONNECTED AMPS:37.01 A TOTAL ESTIMATED DEMAND LOAD:11.717 kVA Receptacles 13.234 kVA 87.78% 11.617 kVA TOTAL CONNECTED LOAD:13.33 kVA Power 0.1 kVA 100.00% 0.1 kVA LOAD CLASSIFICATION CONNECTED LOAD DEMAND FACTOR ESTIMATED DEMAND TOTALS* LOAD SUMMARY Total Amps:35.40 38.43 37.98 Total Load:4.25 kVA 4.57 kVA 4.52 kVA -- 29 SPARE 20 A 1 -- -- -- 0 0 -- -- -- 1 20 A SPARE 30 -- -- 27 SPARE 20 A 1 -- -- -- 0 0 -- -- -- 1 20 A SPARE 28 -- -- 25 SPARE 20 A 1 -- -- -- 0 0 -- -- -- 1 20 A SPARE 26 -- -- 23 SPARE 20 A 1 -- -- -- 0 0 -- -- -- 1 20 A SPARE 24 -- -- 21 SPARE 20 A 1 -- -- -- 0 0 -- -- -- 1 20 A SPARE 22 -- -- 19 SPARE 20 A 1 -- -- -- 0 0 -- -- -- 1 20 A SPARE 20 -- -- 17 SPARE 20 A 1 -- -- -- 0 0 -- -- -- 1 20 A SPARE 18 -- 15 SOIL. UTILITY 1621 - RECEP. + FAUCET 20 A 1 12 12 12 0.41 0 -- -- -- 1 20 A SPARE 16 -- 13 ULTRA. 1624 - MONITOR + RECEP.20 A 1 12 12 12 1.13 0.1 12 12 12 1 20 A TOILET 1619 - WATER CONTROL 14 11 CORR. 1602 - WORK - RECEPT.20 A 1 12 12 12 0.54 1.26 12 12 12 1 20 A ULTRA. 1624 - TROPHON + MACHINE 12 9 AUDIO TEST. 1620 - EXAM TABLE 20 A 1 12 12 12 1.4 0.41 12 12 12 1 20 A AUDIO TEST. 1620 - RECEP.10 7 MED. PREP. 1613 - RECEP.20 A 1 12 12 12 0.18 1.08 12 12 12 1 20 A AUDIO TEST. 1620 - RECEP.+ILLUM. EYE CAB.8 5 MED. PREP. 1613 - UC FREEZER 20 A 1 12 12 12 0.82 1.9 12 12 12 1 20 A AUDIO TEST. 1620 - SOUND BOOTH 6 3 EXAM 1614 - RECEP.20 A 1 12 12 12 1.09 1.26 12 12 12 1 20 A TEAM MTG. 1704 - RECEP. + PRINTER 4 1 HALL. 1612A + WORK 1612B+C - RECEPT 20 A 1 12 12 12 1.08 0.68 12 12 12 1 20 A MED. PREP. 1613 - 2 X REFRIG.2 K E Y CKT NO.LOAD DESCRIPTION OCPD AMPS P WIRE SIZE H N G A B C WIRE SIZE G N H OCPD P AMPS LOAD DESCRIPTION CKT NO. K E Y NOTES: ISC UNKNOWN 0.00 kA SCCR:10 kA LOCATION:UTILITY, SOILED 1621 NORMAL BRANCH WIRE:4 FED FROM: GROUND BUS PHASE:3 ENCLOSURE:NEMA PB 1 SOLID NEUTRAL VOLTS:120/208 Wye MOUNTING:RECESSED MAIN:100 A MCB PANEL 1PA6 5 4 CITY SUBMITTAL 11/03/2025 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 TO ACCOMMODATE NEW LOAD ADDED EXISTING ELECTRICAL EQUIPMENT HAS SUFFICIENT CAPACITY NET LOAD REDUCTION (-) 0.54 / 1.50 TOTAL NEW LOAD ADDED (+) 2.16 / 6.00 CKTS - 1,3,13 (+) 2.16 / 6.00 NEW LOAD ADDED: CKTS - 1,2,3,13 (-) 2.70 / 7.49 EXISTING LOAD REMOVED KVA AMPS 100 AMPS (MLO) 4 WIRE 3 Ø EXISTING RATINGS: 120/208 VOLT VERFIED AS-BUILTS ELECTRICAL BRANCH: NORMAL CONNECTED LOAD BASED ON BASED ON CONNECTED LOAD LOAD SUMMARY...'1PA2' - (E) ELECTRICAL LOAD CAPACITY VERIFICATION TO ACCOMMODATE NEW LOAD ADDED EXISTING ELECTRICAL EQUIPMENT HAS SUFFICIENT CAPACITY NET LOAD REDUCTION (-) 0.67 / 1.86 TOTAL NEW LOAD ADDED (+) 1.85 / 5.14 CKTS - 10,12,33,37 (+) 1.85 / 5.14 NEW LOAD ADDED: CKTS - 10,12,14,33,37 (-) 2.52 / 6.99 EXISTING LOAD REMOVED KVA AMPS 100 AMPS (MLO) 4 WIRE 3 Ø EXISTING... 120/2... VOLT VERFIED AS-BUILTS ELECTRICAL... NORMAL CONNECTED LOAD BASED ON BASED ON CONNECTED LOAD LOAD SUMMARY...'1PA4' - (E) ELECTRICAL LOAD CAPACITY VERIFICATION TO ACCOMMODATE NEW LOAD ADDED EXISTING ELECTRICAL EQUIPMENT HAS SUFFICIENT CAPACITY NET LOAD REDUCTION (-) 3.57 / 9.91 TOTAL NEW LOAD ADDED (+) 10.25 / 28.45 CKTS - 2,7,8,10,12,13,14,15,17, 21,23,26,28,30 (+) 10.25 / 28.45 NEW LOAD ADDED: CKTS - 2,7,8,9,10,12,13,14,15,17, 21,23,26,28,29,30 (-) 13.82 / 38.36 EXISTING LOAD REMOVED KVA AMPS 100 AMPS (MLO) 4 WIRE 3 Ø EXISTING RATINGS: 120/208 VOLT VERFIED AS-BUILTS ELECTRICAL BRANCH: NORMAL CONNECTED LOAD BASED ON BASED ON CONNECTED LOAD LOAD SUMMARY...'1PA5' - (E) ELECTRICAL LOAD CAPACITY VERIFICATION MX - MOTOR RATED MANUAL SWITCH NF - NON-FUSED DISCONNECT TYPE: NOTE: ALL DISCONNECTS (EXCEPT MANUAL STARTERS) SHALL BE HEAVY DUTY TYPE. DISCONNECT AND STARTER SCHEDULE ITEM DISCONNECT TYPE & RATING VOLTAGE POLES ENCLOSURE REQUIRED ACCESSORIES & OPTIONS COMMENTSTYPE RATING TRIP RATING FDS# CU NF 30 A 30 A 240 V 2 NEMA 3R N/A MAINTAIN 36 INCHES FRONT CLEARANCE; CEC 110.26 (A)(1) - CONDITION 1. INSTALL ON EXISTING UNISTRUT SUPPORTS AT ROOF. MS# FC1.1A MX 15 A 240 V 2 NEMA 1 N/A MAINTAIN 36 INCHES FRONT CLEARANCE; CEC 110.26 (A)(1) - CONDITION 1. CIRCUIT KEY NOTES:1. EXISTING LOAD TO REMAIN. 2. REVISED LOAD ON EXISTING CB. NO NET LOAD CHANGE. 3. PROVIDE AND INSTALL NEW CB AT EXISTING SPACE, EATON #BAB3060H. *TOTAL DEMAND CALCS SUBTRACT ANY REDUNDANT LOAD AND THE SMALLER OF ANY NONCOINCIDENT HVAC LOADS. THIS CALC IS DONE AT EACH PANEL. TOTAL ESTIMATED DEMAND AMPS:67.1 A TOTAL CONNECTED AMPS:67.12 A TOTAL ESTIMATED DEMAND LOAD:24.18 kVA TOTAL CONNECTED LOAD:24.18 kVA Power 24.18 kVA 100.00% 24.18 kVA LOAD CLASSIFICATION CONNECTED LOAD DEMAND FACTOR ESTIMATED DEMAND TOTALS* LOAD SUMMARY Total Amps:74.76 66.60 61.50 Total Load:8.89 kVA 7.91 kVA 7.38 kVA -- 41 SPARE 20 A 1 -- -- -- 0 4.52 -- -- -- -- ----42 -- -- 39 SPARE 20 A 1 -- -- -- 0 4.57 -- -- -- -- ----40 -- -- 37 SPARE 20 A 1 -- -- -- 0 4.25 10 6 6 3 60 A PANEL 1PA6 - SOIL. UTIL. 1621 38 3 -- 35 SPARE 20 A 1 -- -- -- 0 -- -- -- -- 1 --SPACE 36 -- -- 33 SPARE 20 A 1 -- -- -- 0 -- -- -- -- 1 --SPACE 34 -- -- 31 ---- -- -- -- -- 0.8 -- -- -- -- 1 --SPACE 32 -- 1 29 BIODEX 20 A 2 -- -- -- 0.8 -- -- -- -- 1 --SPACE 30 -- 1 27 VAV 20 A 1 -- -- -- 0.5 -- -- -- -- 1 --SPACE 28 -- 1 25 VAV 20 A 1 -- -- -- 0.5 -- -- -- -- 1 --SPACE 26 -- -- 23 SPARE 20 A 1 -- -- -- 0 -- -- -- -- 1 --SPACE 24 -- -- 21 SPARE 20 A 1 -- -- -- 0 -- -- -- -- 1 --SPACE 22 -- -- 19 SPARE 20 A 1 -- -- -- 0 -- -- -- -- 1 --SPACE 20 -- -- 17 SPARE 20 A 1 -- -- -- 0 -- -- -- -- 1 --SPACE 18 -- -- 15 SPARE 20 A 1 -- -- -- 0 0.78 -- -- -- -- ----16 -- -- 13 SPARE 20 A 1 -- -- -- 0 0.78 -- -- -- 2 30 A CU-2.1 14 1 -- 11 SPARE 20 A 1 -- -- -- 0 0.78 -- -- -- -- ----12 -- -- 9 SPARE 20 A 1 -- -- -- 0 0.78 -- -- -- 2 30 A CU-2.2 10 1 1 7 AC-1 - UV LIGHTS 20 A 1 -- -- -- 0.5 0.78 -- -- -- -- ----8 -- 1 5 AC-1 - CONTROLS 20 A 1 -- -- -- 0.5 0.78 -- -- -- 2 30 A CU-2.3 6 1 1 3 AC-2 - UV LIGHTS 20 A 1 -- -- -- 0.5 0.78 -- -- -- -- ----4 -- 1 1 AC-2 - CONTROLS 20 A 1 -- -- -- 0.5 0.78 12 12 12 2 30 A CU-1.1 2 2 K E Y CKT NO.LOAD DESCRIPTION OCPD AMPS P WIRE SIZE H N G A B C WIRE SIZE G N H OCPD P AMPS LOAD DESCRIPTION CKT NO. K E Y NOTES: ISC UNKNOWN 0.00 kA SCCR:22 kA LOCATION:ELEC. RM. 2320 NORMAL BRANCH WIRE:4 FED FROM:100A/3P AT @ 2PA1 GROUND BUS PHASE:3 ENCLOSURE:NEMA PB 1 SOLID NEUTRAL VOLTS:120/208 Wye MOUNTING:SURFACE MAIN:100 A MLO PANEL"2PA5" - (E) TO ACCOMMODATE NEW LOAD ADDED EXISTING ELECTRICAL EQUIPMENT HAS SUFFICIENT CAPACITY TOTAL LOAD OF EXISTING PANEL 1552 / 1870.03 NET LOAD ADDITION (+) 7.73 / 9.3 TOTAL NEW LOAD ADDED (+) 31.26 / 37.6 1PA2, 1PA4, 1PA5, 1LA, 1PA6, 1LA, 2PA5 NEW LOAD ADDED: (+) 31.26 / 37.6 1PA2, 1PA4, 1PA5, 1LA, 2PA5 EXISTING LOAD REMOVED (-) 23.53 / 28.3 EXISTING CONNECTED LOAD 1545 1861 KVA AMPS EXISTING RATINGS: VERFIED AS-BUILTS ELECTRICAL BRANCH: CONNECTED LOAD BASED ON BASED ON CONNECTED LOAD LOAD SUMMARY FOR:MAIN SWITCHBOARD "MSA" ELECTRICAL LOAD CAPACITY VERIFICATION 3000 AMPS 4 WIRE 3 Ø 480/277 VOLT NORMAL 1 CITY BACKCHECK #1 01/06/2026 101125520, 20187249, 40140902 1 CITY BACKCHECK #1 / INSTRUCTION BULLETIN #1 01/16/2026 1 1 101125520, 20187249, 40140902 1ST FLOOR 2ND FLOOR 3RD FLOOR ROOF MAIN SWITCHBOARD "MSA" -(E) 277/480V, 3Ø, 4W, 3000A BUS 3000A 3P GFI UGPS 1200A 3P GFI 1200A 3P GFI 400A 3P GFI 175A 3P GFI 1200A 3P GFI DISTRIBUTION BOARD "DBA" -(E) 277/480V, 3Ø, 4W, 1200A BUS 225AF 175AT 3P 400A 3P 400A 3P 225AF 175AT 3P "1LA" -(E) "1PA1" -(E) 2 1/2" C., 3#4 4" C., 4#500MCM "1PA2" -(E)"1PA3" -(E)"1PA4" -(E)"1PA5" -(E) 2" C., 4#2 2" C., 4#2 2" C., 4#2 2" C., 4#2 3/4" C., 1#2/0 EXISTING XFMR 150 kVA 480:120/208V K-13 RATED 4" C., 4#500MCM "2LA" -(E) "2PA1" -(E) TR# "2PA" -(E) 150 kVA 480:120/208V K-13 RATED "2PA2" -(E)"2PA3" -(E) AC-1 AC-2 "MA" -(E) ELEVATOR-1 ELEVATOR-2 "TEL" -(E) "TELA" -(E) DISTRIBUTION BOARD "DBR" -(E) 277/480V, 3Ø, 4W, 1200A BUS 225A 3P 150A 3P 175A 3P 225A 3P RAD-1 RAD-2 225A 3P FLOURO-1 225A 3P FLOURO-2 125A 3P MRICT-1 3" C.O. STUB OUT FOR CT-2 INCOMING POWER 1#3/0 CU UFER WITH 1#3/0 CU C.W. BOND DISTRIBUTION PANEL "DBB" -(E) 277/480V, 3Ø, 4W, 1200A BUS, 42 kA 400A 3P 400A 3P 225A 3P "1LB" -(E) "1PB1" -(E) "1PB2" -(E) EXISTING XFMR 112.5 kVA 480:120/208V K-13 RATED XFMR "1PB" -(E) 112.5 kVA 480:120/208V K-13 RATED "2LB" -(E) "2PB1" -(E) XFMR "2PB" -(E) 150 kVA 480:120/208V K-13 RATED "2PB2" -(E)"2PB3" -(E) "3LB" -(E) "3PB1" -(E) XFMR "3PB" -(E) 150 kVA 480:120/208V K-13 RATED "3PB2" -(E)"3PB3" -(E) 225A 3P 125A 3P 150A 3P 150A 3P "MB" -(E) 200AS AC-3 AC-4 AC-5 200AS 200AS AREA OF WORK "2PA5" -(E) AREA OF WORK 1PA6 (1)-1" C., 4#6, 1#10 GND. L=37' VD%=0.59 60A/3P 3/4" C., 1#10, BONDING CONDUCTOR TE OLIRFFOAC LANRP E 23191 STA ER REGIST ED INA N REENIGE FO OISSE E AICLCERTL Exp. 06/30/26 MIRASOPHOCLISGEORGY The FUTURE. Built Smarter www.imegcorp.com R SHEET TITLE PROJECT FACILITY FAC NO: BLDG NO: FLOOR LEV: SECTION: KP PROJ. NO. PERMIT NO. 555 W. 5th St Suite 2950 | Los Angeles, CA 90013 USA Phone 310.820.4600 | Fax 310.207.4215 www.huitt-zollars.com ARCHITECT CONSULTANT ARCHITECT SEAL CONSULTANT SEAL KAISER FOUNDATION HOSPITALS NATIONAL FACILITIES SERVICES 1800 HARRISON STREET OAKLAND, CALIFORNIA 94612 ISSUE / REVISION LOG NO. ISSUED DATE 0 5' 5 0 ' GR A P H I C S C A L E S : 1 / 1 6 " = 1 ' - 0 " 0 25 ' 1/ 8 " = 1 ' - 0 " 5' 0 12 ' 1/ 4 " = 1 ' - 0 " 1' 0 6' 1/ 2 " = 1 ' - 0 " 1' 0 2' 1- 1 / 2 " = 1 ' - 0 " 0 1' 3" = 1 ' - 0 " IF T H I S S H E E T I S N O T 30 " x 4 2 " , I T I S A R E D U C E D PR I N T - S C A L E AC C O R D I N G L Y AGENCY APPLICATION NUMBER AGENCY APPROVAL STAMP THIS DOCUMENT IS THE PROPERTY OF THE OWNER AND IS NOT TO BE USED WITHOUT OWNER'S WRITTEN PERMISSION. HZ PROJ. NO. 222 S. HARBOR BOULEVARD, SUITE 800 I ANAHEIM, CA 92805 PH: 714.490.5555 I FAX: 714.490.5560 IMEG PROJ. NO.: 22008618.00 SOCC 2022 R HBM 1st Fl KPOJ REMODEL E5-01 SINGLE LINE DIAGRAM CA394-1 CAP0227721R314412.35 HARBOR/MacARTHUR MEDICAL OFF 3401 S. HARBOR BLVD. SANTA ANA, CALIFORNIA 92704 12" = 1'-0"SINGLE LINE DIAGRAM 01 CITY SUBMITTAL 11/03/2025 1 CITY BACKCHECK #1 01/06/2026 101125520, 20187249, 40140902 1 CITY BACKCHECK #1 / INSTRUCTION BULLETIN #1 01/16/2026 1 101125520, 20187249, 40140902 34 36 K 1PA1'1PA1'-(E) 1PA2'1PA2'-(E) 1PA3'1PA3'-(E) 1PA4'1PA4'-(E) 1PA5'1PA5'-(E) 'T'-(E) 150kVA FAPS-1'FAPS-1'-(E)FAPS-2'FAPS-2'-(E) (TYP.) (TYP.) OCC. SENSOR 4 2 5 1 6 (TYP.)8 3 (TYP.)11 3 3 5 10 (TYP.) (TYP.)11 (TYP.)6 8 4 (TYP.)7 (TYP.)9 MINERALAC HANGER STRAP TO SUPPORT CONDUIT 3/8"∅THREADED ROD LENGTH AS REQUIRED (TYPICAL) COUPLER (TYPICAL)3/8"∅HILTI KB-TZ2 X 2" MIN., EMBED (ESR-4266) (TYPICAL) THREADED ROD LWC/NWC OVER 20GA. MIN., METAL DECK. HILTI X-HS U32 THREADED ROD HANGER ASSEM. ESR 2795 1/4" ROD 8'-0" O.C. MAX. CADDY K12, K16 KON-CLIP NOT TO EXCEED 50LBS. HANGER WIRE 0.157" DIA. HILTI X-U SHOT PIN X 1.5" MIN. EMBEDMENT @ EA. HANGER (ICC ESR-2269) AND 1 1/2" x 1 1/2" x 12 GA. x 1" CEILING CLIP, TYP. NOTES: 1. PROVIDE SUPPORTS @ 10'-0"oc MAX SPACING, AND 2'-0" MAX FROM ENDS OF CONDUIT RUN AND LOCATIONS WHERE CONDUIT CHANGES DIRECTION (EACH SIDE OF BEND). LWC/NWC OVER 20GA. MIN., METAL DECK. 46 49 N 2LA'2LA'-(E) 2PA3'2PA3'-(E) TR# '2PA'-(E) 2PA2'2PA2'-(E) 2PA1'2PA1'-(E) 2PA4'2PA4'-(E) 2PA5'2PA5'-(E) 2-10-16x3/4" SELF TAPPING TEK SCREWS MINIMUM OF 8 #12-14 X1" SELF TAPPING TEK SCREWS. LOCATEON ON EACH SIDE OF ENCLOSURE 2-TO 6x16g 3-#10-16x3/4" SELF TAPPING TEK SCREWS (TYP. EACH SIDE) W6x16gauge JAMB AT 16" O.C. W6x16gauge @ 16" TYPICAL ELECTRICAL PANELBOARD OR CABINET. MAXIMUM WEIGHT 150 LBS. DO NOT INSTALL IN FIRE RATED WALL FRONT SIDE TE OLIRFFOAC LANRP E 23191 STA ER REGIST ED INA N REENIGE FO OISSE E AICLCERTL Exp. 06/30/26 MIRASOPHOCLISGEORGY IMEG CORP. RESERVES PROPRIETARY RIGHTS, INCLUDING COPYRIGHTS, TO THIS DRAWING AND THE DATA SHOWN THEREON. SAID DRAWING AND/OR DATA ARE THE EXCLUSIVE PROPERTY OF IMEG CORP. AND SHALL NOT BE USED OR REPRODUCED FOR ANY OTHER PROJECT WITHOUT THE EXPRESS WRITTEN APPROVAL AND PARTICIPATION OF IMEG CORP. ©2022 IMEG CORP. REF. SCALE IN INCHES 0 1 2 3 The FUTURE. Built Smarter www.imegcorp.com R SHEET TITLE PROJECT FACILITY FAC NO: BLDG NO: FLOOR LEV: SECTION: KP PROJ. NO. PERMIT NO. 555 W. 5th St Suite 2950 | Los Angeles, CA 90013 USA Phone 310.820.4600 | Fax 310.207.4215 www.huitt-zollars.com ARCHITECT CONSULTANT ARCHITECT SEAL CONSULTANT SEAL KAISER FOUNDATION HOSPITALS NATIONAL FACILITIES SERVICES 1800 HARRISON STREET OAKLAND, CALIFORNIA 94612 ISSUE / REVISION LOG NO. ISSUED DATE 0 5' 5 0 ' GR A P H I C S C A L E S : 1 / 1 6 " = 1 ' - 0 " 0 25 ' 1/ 8 " = 1 ' - 0 " 5' 0 12 ' 1/ 4 " = 1 ' - 0 " 1' 0 6' 1/ 2 " = 1 ' - 0 " 1' 0 2' 1- 1 / 2 " = 1 ' - 0 " 0 1' 3" = 1 ' - 0 " IF T H I S S H E E T I S N O T 30 " x 4 2 " , I T I S A R E D U C E D PR I N T - S C A L E AC C O R D I N G L Y AGENCY APPLICATION NUMBER AGENCY APPROVAL STAMP THIS DOCUMENT IS THE PROPERTY OF THE OWNER AND IS NOT TO BE USED WITHOUT OWNER'S WRITTEN PERMISSION. HZ PROJ. NO. 222 S. HARBOR BOULEVARD, SUITE 800 I ANAHEIM, CA 92805 PH: 714.490.5555 I FAX: 714.490.5560 IMEG PROJ. NO.: 22008618.00 PROJECT #22008618.00 SOCC 2022 R HBM 1st Fl KPOJ REMODEL E6-00 ELECTRICAL DETAILS CA394-1 CAP0227721R314412.35 HARBOR/MacARTHUR MEDICAL OFF 3401 S. HARBOR BLVD. SANTA ANA, CALIFORNIA 92704 1/4" = 1'-0"ENLARGED ELECTRICAL ROOM #1401 08 1/2" = 1'-0"EXAM ROOM - TYPE HEALTHCARE RATED AC CABLE-LIGHTING 06 1/2" = 1'-0"EXAM ROOM - TYPE HEALTHCARE RATED AC CABLE-RECEPTACLES 02 12" = 1'-0"1-1/2, 2, AND 2-1/2 INCH - CONDUIT SUPPORT DETAIL 01 NTS3/4 AND 1 INCH EMT - CONDUIT SUPPORT DETAIL 03 SHEET NOTES # 1. RECESSED LIGHT FIXTURE(S) . REFER TO 02/E1-12, FOR QUANTITIES AND LOCATIONS. 2. LIGHTING CONTROL RELAY/POWER PACKS. 3. LINE VOLTAGE POWER BETWEEN LIGHT FIXTURES, AND FIXTURE WHIP BETWEEN JUNCTION BOX AND LIGHT FIXTURE, SHALL BE HEALTHCARE RATED AC CABLE. 4. HOMERUN TO PANEL OR TO ADJACENT ROOM, SHALL BE EMT TYPE CONDUIT. 5. LOW VOLTAGE LIGHTING CONTROLS CABLE BETWEEN RELAY/POWER PACKS AND LOW VOLTAGE LIGHTING CONTROL DEVICES, SHALL BE IN FLEX METAL CONDUIT. 6. DO NOT INSTALL TYPE MC CABLE HORIZONTALLY IN WALLS. ALL HORIZONTAL INSTALLATION IN WALLS SHALL BE EMT CONDUIT. 7. LINE VOLTAGE POWER BETWEEN RECESSED RECEPTACLES IN WALL AND ABOVE CEILING JUNCTION BOX(ES) SHALL BE HEALTHCARE RATED AC CABLE. 8. JUNCTION BOX(ES) ABOVE FINISHED CEILING, AS REQUIRED. 9. RECESSED RECEPTACLES IN WALL. REFER TO 01/E1-12, FOR QUANTITIES AND LOCATIONS. 10. LIGHTING CONTROL WALL STATIONS. REFER TO 02/E1-12, FOR QUANTITIES AND LOCATION. 11. LINE VOLTAGE POWER BETWEEN ABOVE CEILING JUNCTION BOX(ES) SHALL BE EMT TYPE CONDUIT.CITY SUBMITTAL 11/03/2025 1/4" = 1'-0"ENLARGED ELECTRICAL ROOM #2320 07 12" = 1'-0"PANELBOARD OR CABINET MOUNTING DETAIL(S)11 1 CITY BACKCHECK #1 01/06/2026 101125520, 20187249, 40140902 1 CITY BACKCHECK #1 / INSTRUCTION BULLETIN #1 01/16/2026 1 1 101125520, 20187249, 40140902 TE OLIRFFOAC LANRP E 23191 STA ER REGIST ED INA N REENIGE FO OISSE E AICLCERTL Exp. 06/30/26 MIRASOPHOCLISGEORGY IMEG CORP. RESERVES PROPRIETARY RIGHTS, INCLUDING COPYRIGHTS, TO THIS DRAWING AND THE DATA SHOWN THEREON. SAID DRAWING AND/OR DATA ARE THE EXCLUSIVE PROPERTY OF IMEG CORP. AND SHALL NOT BE USED OR REPRODUCED FOR ANY OTHER PROJECT WITHOUT THE EXPRESS WRITTEN APPROVAL AND PARTICIPATION OF IMEG CORP. ©2022 IMEG CORP. REF. SCALE IN INCHES 0 1 2 3 The FUTURE. Built Smarter www.imegcorp.com R SHEET TITLE PROJECT FACILITY FAC NO: BLDG NO: FLOOR LEV: SECTION: KP PROJ. NO. PERMIT NO. 555 W. 5th St Suite 2950 | Los Angeles, CA 90013 USA Phone 310.820.4600 | Fax 310.207.4215 www.huitt-zollars.com ARCHITECT CONSULTANT ARCHITECT SEAL CONSULTANT SEAL KAISER FOUNDATION HOSPITALS NATIONAL FACILITIES SERVICES 1800 HARRISON STREET OAKLAND, CALIFORNIA 94612 ISSUE / REVISION LOG NO. ISSUED DATE 0 5' 5 0 ' GR A P H I C S C A L E S : 1 / 1 6 " = 1 ' - 0 " 0 25 ' 1/ 8 " = 1 ' - 0 " 5' 0 12 ' 1/ 4 " = 1 ' - 0 " 1' 0 6' 1/ 2 " = 1 ' - 0 " 1' 0 2' 1- 1 / 2 " = 1 ' - 0 " 0 1' 3" = 1 ' - 0 " IF T H I S S H E E T I S N O T 30 " x 4 2 " , I T I S A R E D U C E D PR I N T - S C A L E AC C O R D I N G L Y AGENCY APPLICATION NUMBER AGENCY APPROVAL STAMP THIS DOCUMENT IS THE PROPERTY OF THE OWNER AND IS NOT TO BE USED WITHOUT OWNER'S WRITTEN PERMISSION. HZ PROJ. NO. 222 S. HARBOR BOULEVARD, SUITE 800 I ANAHEIM, CA 92805 PH: 714.490.5555 I FAX: 714.490.5560 IMEG PROJ. NO.: 22008618.00 PROJECT #22008618.00 SOCC 2022 R HBM 1st Fl KPOJ REMODEL E7-00 TITLE 24 CA394-1 CAP0227721R314412.35 HARBOR/MacARTHUR MEDICAL OFF 3401 S. HARBOR BLVD. SANTA ANA, CALIFORNIA 92704 CITY SUBMITTAL 11/03/2025 1 CITY BACKCHECK #1 01/06/2026 101125520, 20187249, 40140902 1 CITY BACKCHECK #1 / INSTRUCTION BULLETIN #1 01/16/2026 1 101125520, 20187249, 40140902 101125520, 20187249, 40140902 101125520, 20187249, 40140902 1 CITY BACKCHECK #1 01/06/2026 101125520, 20187249, 40140902 555 W. Fifth Street Suite 2950 | Los Angeles, CA 90013 USA ARCHITECT www.huitt-zollars.com Phone 310.820.4600 | Fax 310.207.4215 101125520, 20187249, 40140902 1 CITY BACKCHECK #1 01/06/2026 101125520, 20187249, 40140902 555 W. Fifth Street Suite 2950 | Los Angeles, CA 90013 USA ARCHITECT www.huitt-zollars.com Phone 310.820.4600 | Fax 310.207.4215 101125520, 20187249, 40140902 OV O V O V OV OV O V OV OV VOVO AO AO VO AO AOV AO VO VO MGZ V V V V A A A V A 2'' 4'' 5'' 6'' 9'' 11'' 12'' 14'' Z'' X'' P'' Q'' V'' T'' S'' K'' H'' D'' B'' L'' N'' 302926 33 34 36 39 41 45 46 49 53 54 57 C C N N T V Y Z BB CC EE GG HH JJ AA EE KK LL 20 17 16 1 5 1502 RECEP 1702 SUB-WAITING WTAPT 1709 TLT STAFF TLSTF 1710 CLEAN UTILITY UTILC 1713 RADIOGRAPHY IGENL 1715 RADIOGRAPHY IGENL 1714 CONTROL CONTR 1718 DEXA SCAN IBONE 1711 DRESS DRSSB 1716 H/C DRESS DRSSH 1717 H/C TOILET TLGEN 1722 HC TOILET TLGEN 1719 STORAGE SGENL 1720 CONTROL CONTR 1721 FLUOROSCOPY IFLUO 1723 H/C DRESS DRSSH 1703 CORRIDOR CORRD 1601 HALLW 1727 OFFICE OGENL 1726 OFFICE OGENL 1725 OFFICE OGENL 1724 OFFICE OADMN 1639 OFFICE OGENL 1638 OFFICE OGENL 1637 OFFICE OGENL 17 STAIR STO3 1636 OFFICE OGEN2 1525 EVS EVSCL 1524 MANAGER OFFICE OADMIN1523 CT VIEWING OGENL 1522 CLEAN LINEN SLINC 1521 TOILET TLGEN 1518 H/C DRESS DRSSH 1519 DRESS DRESSB 1520 DRESS DRESSB 1301 VESTIBULE VESTI 1607 TELECOM EQRTR 1635 ULTRA SOUND 1608 MAMMOGRAPHY IMAMO 1635A ALCOVE, LINEN ALINS 1606 CORRIDOR CORRD 1625 H/C DRESS DRSSB 1626 DRESS DRSSB 1627 ADA DRESS DRSSA 1629 INTERVENTIONAL ULTRASOUND IUSND 1609 H/C TOILET TLGEN 1610 H/C TOILET TLGEN 1611 ULTRASOUND IUSND 1605 HALLW 1631 INTERVENTIONAL ULTRASOUND IUSND 109 CT SCAN ISCAN 110 CONTROL CONTR 1511 PREP UTILG 1516 COMPUTER WACMP 1512 VIEWING FVIEW 1510 FUTURE CT SCAN ISCAN 1513 PROCESSORS WACPR 1514 CONTROL CONTR 1505 CORRIDOR CORRD 1515 MRI EXAM IMRIM 1517 SOILED LINEN SLINS 1729 ADA DRESS DRSSA 1728 TLT STAFF TLSFT 1506 CORRIDOR CORRD 1507 CORRIDOR CORRD 1504 CORRIDOR CORRD 1600 CORRIDOR COORD 1602 CORRIDOR CORRD 1630 TOILET 18 HALLW 1633 MAMMOGRAPHY IMAMO 1833 EXAM ROOM EXROM13 EXAM ROOM EXROM 14 EXAM ROOM EXROM 16 (E) EXAM ROOM EXROM 19 EXAM ROOM EXROM 1832 EXAM ROOM EXROM 1816 EXAM ROOM EXROM 1815 EXAM ROOM EXROM 21 (E) EXAM ROOM EXROM 22 (E) EXAM ROOM EXROM 23 (E) EXAM ROOM EXROM 24 PROVIDER CONSULT ROOM CONSULT 25 (E) EXAM ROOM EXROM 26 (E) EXAM ROOM EXROM 27 (E) EXAM ROOM EXROM 1831 SPECIAL NEEDS EXAM ROOM EXSNA 1827D MA STATION MASTA 1827B MA STATION MASTA 1827C MA STATION MASTA 1827A MA STATION MASTA 1822B MA STATION MASTA 1822A MA STATION MASTA 1825A MA STATION MASTA 1825B MA STATION MASTA 28 CLEAN UTILITY UTILC 1820 (E) SOILED UTILITY UTILS 1821 MEDICAL GAS STORAGE SMGAS 29 MINOR PROCEDURE ROOM PRMIN 1829 CHARGE NURSE RNSTA 1902 TOILET TLGEN 1828 MEDICATION PREP ROOM MEDPR 30 WAITING ROOM WTAGN 1834 SHARED PROVIDER OFFICE OSHAR 31 EQUIPMENT STORAGE AEQST 1830 WEIGH IN APTWT 1825C WHEELCHAIR WEIGH IN APTWT/WCH 1818 (E) TOILET TLPAT 1825D STORAGE ALCOVE AEQST 1824 HALLWAY HALLW 1823 HALLWAY HALLW 1825 HALLWAY HALLW 1827 HALLWAY HALLW 1826 HALLWAY HALLW 1822 HALLWAY HALLW 1817 (E) TOILET TLPAT 1819 MINOR PROCEDURE PRMIN 1823A STORAGE ALCOVE AEQST 1708 ELECTRICAL EQMEC 1200 WAITING WTAGN 1203 OFFICE OGENL 1771 TLT STAFF TLSTF 1205 LOUNGE LNGST1202 RECEIVING RECVA 1201D WAITING WAGEN 1201C MEDS SMEDS KFHP 1100 ENTRY VESTIBULE 1101 LOBBY 103 BELOW STAIR 1500A OFFICE, GENERAL OGENL 1117 SECURITY OFFICE OGENL 1116 TLT STAFF TLSTF 1119 VESTIBULE VESTI 1115 SUPPLY CLOSET SCLOS 1102 RECEPTION RECEP 32 STAIR STO4 1105 ACCESSIBLE TOILET RM TLPUB 1106 NON-ACCESSIBLE TOILET RM TLPUB 1104 VESTIBULE VESTI 1113 ELECTRICAL EQELC 1110 MATERIALS MGMT SSUPP 1109 ELEV EQUIP EQELV 1111 MECH EQMEC 1114 TELECOM EQRTR 104 ELEV 1 ELEVA 105 MECH SHAFT MSHFT 106 ELEV 2 ELEVA 1108 ELEV LOBBY VESEL 107 MECH SHAFT MSHFT 1500 WTAGN 1112 CORRIDOR CORRD 1201A DISPENSING WADIS 1201B COMPOUNDING CMPDN 1103 VESTIBULE VESTI 1107 PHONES ATELE 1908 DATA EQRTR 1909 BLOOD DRAW ROOM BLDRR 1910 BLOOD DRAW 1911 STAFF LOUNGE 1900 WAITING 1906 EVSRM 1904 TOILET 1907 SSUPP 1914 LBTRY 1905 TLPTS 1903 TLPTS 34 CORRIDOR 1118 CORRIDOR 1612 IMAMO 1624 IUSND 1623 OPROV 1615 WSGEN 1619 TLGEN 1620 OPROV 1621 UTILS 1622 FPROC 1708A EXROM 1708B EXROM 1708 WSGEN 1704B EXROM 1704C UTILG 1704D EXROM 1704A MASTA SEE ENLARGED PLAN SHEET M0-13 DETAIL 1 SEE ENLARGED PLAN SHEET M0-12 DETAIL 1 A DVANCED T ECHNOLOGIES C ONSULTANTS,INC. 5755 OBERLIN DR., SUITE #112 SAN DIEGO CA. 92121 www.atconsultants.net TOLL FREE (866) 996-4152 OFFICE (858) 658-0304 FAX (858) 658-0307 ET GI RE S Exp. 06/30/26 FANAHCTI OTEF ILAC S ME C NRI O LA A NO. M30641 G ODNYERNQTOT OPRF IESS LE NE IONG ER AN R SHEET TITLE PROJECT FACILITY FAC NO:BLDG NO:FLOOR LEV:SECTION: KP PROJ. NO. PERMIT NO. 555 W. Fifth Street Suite 2950 | Los Angeles, CA 90013 USA Phone 310.820.4600 | Fax 310.207.4215 www.huitt-zollars.com ARCHITECT CONSULTANT ARCHITECT SEAL CONSULTANT SEAL KAISER FOUNDATION HOSPITALS NATIONAL FACILITIES SERVICES 1800 HARRISON STREET OAKLAND, CALIFORNIA 94612 ISSUE / REVISION LOG NO.ISSUED DATE 0 5' 50 ' GR A P H I C S C A L E S : 1/ 1 6 " = 1 ' - 0 " 0 25 ' 1/ 8 " = 1 ' - 0 " 5' 0 12 ' 1/ 4 " = 1 ' - 0 " 1' 0 6' 1/ 2 " = 1 ' - 0 " 1' 0 2' 1- 1 / 2 " = 1 ' - 0 " 0 1' 3" = 1 ' - 0 " IF T H I S S H E E T I S N O T 30 " x 4 2 " , I T I S A R E D U C E D PR I N T - S C A L E AC C O R D I N G L Y AGENCY APPLICATION NUMBER AGENCY APPROVAL STAMP THIS DOCUMENT IS THE PROPERTY OF THE OWNER AND IS NOT TO BE USED WITHOUT OWNER'S WRITTEN PERMISSION. HZ PROJ. NO. P:\22-HZ-117 HBM 1st Flr KPOJ Remodel\MECH\Revit Files\MECH_R314412.35 KP HBM KPOJ_A20.rvt 10/27/2025 2:42:46 PM KP HBM 1ST FLR KPOJ M0-11 PLAN - DEMO OVERALL 1ST FLR CA394-1 -01 - CAP027721 - R314412.35 HARBOR/MacARTHUR MEDICAL OFF 3401 S. HARBOR BLVD. SANTA ANA, CALIFORNIA 92704 22-HZ-117 GENERAL NOTES SHEET KEYNOTES LEGEND AREA OF WORK NOT APPLICABLE. NOT APPLICABLE. TRUE NORTH PLAN NORTH 1/16" = 1'-0"PLAN - DEMO OVERALL 1ST FLR 01 CITY SUBMITTAL 11/03/2025 101125520, 20187249, 40140902 (E) 84"x18" SA (E) 60"x36" SA UP (E) 20"x20" EA UP (E) 54"x14" SA (E) 16" EA (E) 12" EA (E) 54"x14" SA (E) 48"x14" SA (E) 36"x14" SA VAV 1E.19 1 T (E) VAV-1E.19 (E) 12" SA (E) 10" SA (E) 10" SA (E) 6" SA (E) 12" SA (E) 10" SA (E) 8" SA (E) 6" SA (E) 6" SA (E) 10" EA(E) 6" EA (E) 6" EA (E) 6" EA (E) 12" SA (E) 6" SA VAV 1E.18 1 (E) TVAV-1E.18 (E) 12" SA (E) 10" SA 6 233 2 (E)6 117 2 (E) 10 -3 (E) 6 151 2 (E) 6 137 2 (E) 6 74 2 (E) 6 114 2 (E) 6 1102 (E) 8 2392 (E) 12 305 2 (E) (E) 10" SA 1601 HALLW 1635A ALINS 1606 CORRIDOR CORRD 1625 DRSSB 1626 DRSSB 1629 IUSND 1609 TLGEN 1610 TLGEN 1611 IUSND 1631 IUSND 1600 CORRIDOR COORD 1602 CORRIDOR CORRD 1630 TOILET 1612 IMAMO 1624 IUSND 1623 OPROV 1615 WSGEN 1619 TLGEN 1620 OPROV 1621 UTILS 1622 FPROC 36 39 41 45 46 49 53 N T Y Z K L U Q R 38 42 47 M (E) 12" EA 2 2 2 2 2 2 2 2 2 2 2 POD POD POD (E) 6" EA POD POD POD POD POD 4 4 6 50 (E) 6 150 (E) 6 50 (E) 6 50 (E) 8 100 (E) 10 200 (E) 8 150 (E) 8 200 (E) 6 50 (E) 8 150 (E) 6 50 (E) 8 150 (E) 6 75 (E)6 75 (E) 10 300 (E) 6 97 (E) 5 TRUE NORTH PLAN NORTH A DVANCED T ECHNOLOGIES C ONSULTANTS,INC. 5755 OBERLIN DR., SUITE #112 SAN DIEGO CA. 92121 www.atconsultants.net TOLL FREE (866) 996-4152 OFFICE (858) 658-0304 FAX (858) 658-0307 ET GI RE S Exp. 06/30/26 FANAHCTI OTEF ILAC S ME C NRI O LA A NO. M30641 G ODNYERNQTOT OPRF IESS LE NE IONG ER AN R SHEET TITLE PROJECT FACILITY FAC NO:BLDG NO:FLOOR LEV:SECTION: KP PROJ. NO. PERMIT NO. 555 W. Fifth Street Suite 2950 | Los Angeles, CA 90013 USA Phone 310.820.4600 | Fax 310.207.4215 www.huitt-zollars.com ARCHITECT CONSULTANT ARCHITECT SEAL CONSULTANT SEAL KAISER FOUNDATION HOSPITALS NATIONAL FACILITIES SERVICES 1800 HARRISON STREET OAKLAND, CALIFORNIA 94612 ISSUE / REVISION LOG NO.ISSUED DATE 0 5' 50 ' GR A P H I C S C A L E S : 1/ 1 6 " = 1 ' - 0 " 0 25 ' 1/ 8 " = 1 ' - 0 " 5' 0 12 ' 1/ 4 " = 1 ' - 0 " 1' 0 6' 1/ 2 " = 1 ' - 0 " 1' 0 2' 1- 1 / 2 " = 1 ' - 0 " 0 1' 3" = 1 ' - 0 " IF T H I S S H E E T I S N O T 30 " x 4 2 " , I T I S A R E D U C E D PR I N T - S C A L E AC C O R D I N G L Y AGENCY APPLICATION NUMBER AGENCY APPROVAL STAMP THIS DOCUMENT IS THE PROPERTY OF THE OWNER AND IS NOT TO BE USED WITHOUT OWNER'S WRITTEN PERMISSION. HZ PROJ. NO. P:\22-HZ-117 HBM 1st Flr KPOJ Remodel\MECH\Revit Files\MECH_R314412.35 KP HBM KPOJ_A20.rvt 10/27/2025 2:42:48 PM KP HBM 1ST FLR KPOJ M0-12 PLAN - DEMO 1ST FLR - CLINICAL AREA CA394-1 -1 - CAP027721 - R314412.35 HARBOR/MacARTHUR MEDICAL OFF 3401 S. HARBOR BLVD. SANTA ANA, CALIFORNIA 92704 22-HZ-117 GENERAL NOTES SHEET KEYNOTES LEGEND KEYPLAN 1. EXISTING VAV TERMINAL UNIT TO REMAIN AND REUSE. 2. DEMO EXISTING AIR REGISTER/DIFFUSER. REFER TO REMODEL FLOOR PLAN SHEET M1-12 FOR NEW SCOPE OF WORK. 3. EXISTING CEILING AIR REGISTER/DIFFUSER TO REMAIN. REFER TO REMODEL FLOOR PLAN SHEET M1-12 FOR NEW SCOPE OF WORK. 4. REMOVE AND RELOCATE EXISTING THERMOSTAT. REFER TO REMODEL FLOOR PLAN SHEET M1-12 FOR NEW SCOPE OF WORK. 5. DEMO EXISTING REFRIGERANT LINE SET FROM FC-1.1 BACK TO CU-1.1 ON ROOF. 1. REFER TO SHEET M0-01. TRUE NORTH PLAN NORTH 1/4" = 1'-0"PLAN - DEMO 1ST FLR - KPOJ - CLINICAL AREA 01 1. EQUIPMENT SHOWN IS EXISTING AND TO REMAIN. THEY ARE SHOWN FOR REFERENCE ONLY. CITY SUBMITTAL 11/03/2025 101125520, 20187249, 40140902 (E) 54"x14" SA (E) 54"x14" SA VAV 1E.16 1 (E) (E) 10" SA (E) 10" SA (E) 10" SA FC 1.12 (E)10 227 3 (E) 6 110 2 (E) 6 82 2 (E) 8 141 3 (E) 6 57 3 (E) 6 75 (E) 10 250 (E) 6 1582 (E) 8 87 (E) 8 97 (E) (E) 12" EA (E) 10" EA (E) 10" SA(E) 8" SA 8 159 (E) T VAV-1E.16 1702 SUB-WAITING WTAPT 1709 TLSTF 1708A EXROM 1708B EXROM 1708 WSGEN 1704B EXROM 1704C UTILG 1704D EXROM 1704A MASTA (E) 6" SA 302926 33 34 36 C N A E K L 38 M 27.827 31 F B D G J POD POD POD 5 2 2 2 2 4 6 96 (E) LINE SET 6 T VAV-1E.13 (E) TRUE NORTH PLAN NORTH A DVANCED T ECHNOLOGIES C ONSULTANTS,INC. 5755 OBERLIN DR., SUITE #112 SAN DIEGO CA. 92121 www.atconsultants.net TOLL FREE (866) 996-4152 OFFICE (858) 658-0304 FAX (858) 658-0307 ET GI RE S Exp. 06/30/26 FANAHCTI OTEF ILAC S ME C NRI O LA A NO. M30641 G ODNYERNQTOT OPRF IESS LE NE IONG ER AN R SHEET TITLE PROJECT FACILITY FAC NO:BLDG NO:FLOOR LEV:SECTION: KP PROJ. NO. PERMIT NO. 555 W. Fifth Street Suite 2950 | Los Angeles, CA 90013 USA Phone 310.820.4600 | Fax 310.207.4215 www.huitt-zollars.com ARCHITECT CONSULTANT ARCHITECT SEAL CONSULTANT SEAL KAISER FOUNDATION HOSPITALS NATIONAL FACILITIES SERVICES 1800 HARRISON STREET OAKLAND, CALIFORNIA 94612 ISSUE / REVISION LOG NO.ISSUED DATE 0 5' 50 ' GR A P H I C S C A L E S : 1/ 1 6 " = 1 ' - 0 " 0 25 ' 1/ 8 " = 1 ' - 0 " 5' 0 12 ' 1/ 4 " = 1 ' - 0 " 1' 0 6' 1/ 2 " = 1 ' - 0 " 1' 0 2' 1- 1 / 2 " = 1 ' - 0 " 0 1' 3" = 1 ' - 0 " IF T H I S S H E E T I S N O T 30 " x 4 2 " , I T I S A R E D U C E D PR I N T - S C A L E AC C O R D I N G L Y AGENCY APPLICATION NUMBER AGENCY APPROVAL STAMP THIS DOCUMENT IS THE PROPERTY OF THE OWNER AND IS NOT TO BE USED WITHOUT OWNER'S WRITTEN PERMISSION. HZ PROJ. NO. P:\22-HZ-117 HBM 1st Flr KPOJ Remodel\MECH\Revit Files\MECH_R314412.35 KP HBM KPOJ_A20.rvt 10/27/2025 2:42:49 PM KP HBM 1ST FLR KPOJ M0-13 PLAN - DEMO 1ST FLR - PROVIDE ENCLAVE CA394-1 -01 - CAP027721 - R314412.35 HARBOR/MacARTHUR MEDICAL OFF 3401 S. HARBOR BLVD. SANTA ANA, CALIFORNIA 92704 22-HZ-117 GENERAL NOTES SHEET KEYNOTES LEGEND KEYPLAN 1. EQUIPMENT SHOWN IS EXISTING AND TO REMAIN. THEY ARE SHOWN FOR REFERENCE ONLY. 1. REFER TO SHEET M0-01. TRUE NORTH PLAN NORTH 1/4" = 1'-0"PLAN - DEMO 1ST FLR - PROVIDER ENCLAVE 01 1. EXISTING VAV TERMINAL UNIT TO REMAIN AND REUSE. 2. DEMO EXISTING AIR REGISTER/DIFFUSER. REFER TO REMODEL FLOOR PLAN SHEET M1-12 FOR NEW SCOPE OF WORK. 3. EXISTING CEILING AIR REGISTER/DIFFUSER TO REMAIN. REFER TO REMODEL FLOOR PLAN SHEET M1-12 FOR NEW SCOPE OF WORK. 4. REMOVE AND RELOCATE EXISTING THERMOSTAT. REFER TO REMODEL FLOOR PLAN SHEET M1-12 FOR NEW SCOPE OF WORK. INFILL AND PATCH WALL TO MATCH EXISTING FINISH. 5. EXISTING HIGH WALL-MOUNTED SPLIT SYSTEM FC-1.1 TO BE DEMO COMPLETELY. 6. DEMO (E) REFRIGERANT LINE SET BACK TO CU-1.1 ON ROOF. CITY SUBMITTAL 11/03/2025 101125520, 20187249, 40140902 101125520, 20187249, 40140902 101125520, 20187249, 40140902 OV O V OV OV OV OV OV OV VOVO AO AO VO AO AOV AO VO VO MGZ V V V V A A A V A 2'' 4'' 5'' 6'' 9'' 11'' 12'' 14'' Z'' X'' P'' Q'' V'' T'' S'' K'' H'' D'' B'' L'' N'' 302926 33 34 36 39 41 45 46 49 53 54 57 C C N N T V Y Z BB CC EE GG HH JJ AA EE KK LL 20 17 16 1 5 1704 TEAM, MEETING AREA TEAMA 1704D OFFICE, GENERAL OGENL 1704B OFFICE, GENERAL OGENL 1617 EXAM ROOM EXROM 1616 EXAM ROOM EXROM 1614 EXAM ROOM EXROM 1612A HALLWAY HALLW 1620 TESTING ROOM, AUDIO TRAUD 1619 TOILET, PATIENT TLPAT 1615 EXAM ROOM EXROM 1708 EXAM ROOM EXROM 1502 RECEP 1702 SUB-WAITING WTAPT 1709 TLT STAFF TLSTF 1710 CLEAN UTILITY UTILC 1713 RADIOGRAPHY IGENL 1715 RADIOGRAPHY IGENL 1714 CONTROL CONTR 1718 DEXA SCAN IBONE 1711 DRESS DRSSB 1716 H/C DRESS DRSSH 1717 H/C TOILET TLGEN 1722 HC TOILET TLGEN 1719 STORAGE SGENL 1720 CONTROL CONTR 1721 FLUOROSCOPY IFLUO 1723 H/C DRESS DRSSH 1703 CORRIDOR CORRD 1601 HALLW 1727 OFFICE OGENL 1726 OFFICE OGENL 1725 OFFICE OGENL 1724 OFFICE OADMN 1639 OFFICE OGENL 1638 OFFICE OGENL 1637 OFFICE OGENL 17 STAIR STO3 1636 OFFICE OGEN2 1525 EVS EVSCL 1524 MANAGER OFFICE OADMIN1523 CT VIEWING OGENL 1522 CLEAN LINEN SLINC 1521 TOILET TLGEN 1518 H/C DRESS DRSSH 1519 DRESS DRESSB 1520 DRESS DRESSB 1301 VESTIBULE VESTI 1607 TELECOM EQRTR 1635 ULTRA SOUND 1608 MAMMOGRAPHY IMAMO 1635A ALCOVE, LINEN ALINS 1606 CORRIDOR CORRD 1625 H/C DRESS DRSSB 1626 DRESS DRSSB 1627 ADA DRESS DRSSA 1629 INTERVENTIONAL ULTRASOUND IUSND 1609 H/C TOILET TLGEN 1610 H/C TOILET TLGEN 1611 ULTRASOUND IUSND 1605 HALLW 1631 INTERVENTIONAL ULTRASOUND IUSND 109 CT SCAN ISCAN 110 CONTROL CONTR 1511 PREP UTILG 1516 COMPUTER WACMP 1512 VIEWING FVIEW 1510 FUTURE CT SCAN ISCAN 1513 PROCESSORS WACPR 1514 CONTROL CONTR 1505 CORRIDOR CORRD 1515 MRI EXAM IMRIM 1517 SOILED LINEN SLINS 1729 ADA DRESS DRSSA 1728 TLT STAFF TLSFT 1506 CORRIDOR CORRD 1507 CORRIDOR CORRD 1504 CORRIDOR CORRD 1600 CORRIDOR COORD 1602 CORRIDOR CORRD 1630 TOILET 18 HALLW 1633 MAMMOGRAPHY IMAMO 1624 INTERVENTIONAL ULTRASOUND IUSND 1613 MEDICATION PREPARATION ROOM MEDPR 1704C OFFICE, GENERAL OGENL 1704A OFFICE, GENERAL OGENL 1612C PROVIDER WORKSTATION WSPRO 1621 UTILITY, SOILED UTILS 1833 EXAM ROOM EXROM13 EXAM ROOM EXROM 14 EXAM ROOM EXROM 16 (E) EXAM ROOM EXROM 19 EXAM ROOM EXROM 1832 EXAM ROOM EXROM 1816 EXAM ROOM EXROM 1815 EXAM ROOM EXROM 21 (E) EXAM ROOM EXROM 22 (E) EXAM ROOM EXROM 23 (E) EXAM ROOM EXROM 24 PROVIDER CONSULT ROOM CONSULT 25 (E) EXAM ROOM EXROM 26 (E) EXAM ROOM EXROM 27 (E) EXAM ROOM EXROM 1831 SPECIAL NEEDS EXAM ROOM EXSNA 1827D MA STATION MASTA 1827B MA STATION MASTA 1827C MA STATION MASTA 1827A MA STATION MASTA 1822B MA STATION MASTA 1822A MA STATION MASTA 1825A MA STATION MASTA 1825B MA STATION MASTA 28 CLEAN UTILITY UTILC 1820 (E) SOILED UTILITY UTILS 1821 MEDICAL GAS STORAGE SMGAS 29 MINOR PROCEDURE ROOM PRMIN 1829 CHARGE NURSE RNSTA 1902 TOILET TLGEN 1828 MEDICATION PREP ROOM MEDPR 30 WAITING ROOM WTAGN 1834 SHARED PROVIDER OFFICE OSHAR 31 EQUIPMENT STORAGE AEQST 1830 WEIGH IN APTWT 1825C WHEELCHAIR WEIGH IN APTWT/WCH 1818 (E) TOILET TLPAT 1825D STORAGE ALCOVE AEQST 1824 HALLWAY HALLW 1823 HALLWAY HALLW 1825 HALLWAY HALLW 1827 HALLWAY HALLW 1826 HALLWAY HALLW 1822 HALLWAY HALLW 1817 (E) TOILET TLPAT 1819 MINOR PROCEDURE PRMIN 1823A STORAGE ALCOVE AEQST 1708 ELECTRICAL EQMEC 1200 WAITING WTAGN 1203 OFFICE OGENL 1771 TLT STAFF TLSTF 1205 LOUNGE LNGST1202 RECEIVING RECVA 1201D WAITING WAGEN 1201C MEDS SMEDS KFHP 1100 ENTRY VESTIBULE 1101 LOBBY 103 BELOW STAIR 1117 SECURITY OFFICE OGENL 1116 TLT STAFF TLSTF 1119 VESTIBULE VESTI 1115 SUPPLY CLOSET SCLOS 1102 RECEPTION RECEP 32 STAIR STO4 1105 ACCESSIBLE TOILET RM TLPUB 1106 NON-ACCESSIBLE TOILET RM TLPUB 1104 VESTIBULE VESTI 1113 ELECTRICAL EQELC 1110 MATERIALS MGMT SSUPP 1109 ELEV EQUIP EQELV 1111 MECH EQMEC 1114 TELECOM EQRTR 104 ELEV 1 ELEVA 105 MECH SHAFT MSHFT 106 ELEV 2 ELEVA 1108 ELEV LOBBY VESEL 107 MECH SHAFT MSHFT 1500 WTAGN 1112 CORRIDOR CORRD 1201A DISPENSING WADIS 1201B COMPOUNDING CMPDN 1103 VESTIBULE VESTI 1107 PHONES ATELE 1908 DATA EQRTR 1909 BLOOD DRAW ROOM BLDRR 1910 BLOOD DRAW 1911 STAFF LOUNGE 1900 WAITING 1906 EVSRM 1904 TOILET 1907 SSUPP 1914 LBTRY 1905 TLPTS 1903 TLPTS 34 CORRIDOR 1118 CORRIDOR 1618 STORAGE, CLEAN SUPPLY SCLSU 1500A OFFICE, GENERAL OGENL SEE ENLARGED PLAN SHEET M1-13 DETAIL 1 SEE ENLARGED PLAN SHEET M1-12 DETAIL 1 ? ? ? A DVANCED T ECHNOLOGIES C ONSULTANTS,INC. 5755 OBERLIN DR., SUITE #112 SAN DIEGO CA. 92121 www.atconsultants.net TOLL FREE (866) 996-4152 OFFICE (858) 658-0304 FAX (858) 658-0307 ET GI RE S Exp. 06/30/26 FANAHCTI OTEF ILAC S ME C NRI O LA A NO. M30641 G ODNYERNQTOT OPRF IESS LE NE IONG ER AN R SHEET TITLE PROJECT FACILITY FAC NO:BLDG NO:FLOOR LEV:SECTION: KP PROJ. NO. PERMIT NO. 555 W. Fifth Street Suite 2950 | Los Angeles, CA 90013 USA Phone 310.820.4600 | Fax 310.207.4215 www.huitt-zollars.com ARCHITECT CONSULTANT ARCHITECT SEAL CONSULTANT SEAL KAISER FOUNDATION HOSPITALS NATIONAL FACILITIES SERVICES 1800 HARRISON STREET OAKLAND, CALIFORNIA 94612 ISSUE / REVISION LOG NO.ISSUED DATE 0 5' 50 ' GR A P H I C S C A L E S : 1/ 1 6 " = 1 ' - 0 " 0 25 ' 1/ 8 " = 1 ' - 0 " 5' 0 12 ' 1/ 4 " = 1 ' - 0 " 1' 0 6' 1/ 2 " = 1 ' - 0 " 1' 0 2' 1- 1 / 2 " = 1 ' - 0 " 0 1' 3" = 1 ' - 0 " IF T H I S S H E E T I S N O T 30 " x 4 2 " , I T I S A R E D U C E D PR I N T - S C A L E AC C O R D I N G L Y AGENCY APPLICATION NUMBER AGENCY APPROVAL STAMP THIS DOCUMENT IS THE PROPERTY OF THE OWNER AND IS NOT TO BE USED WITHOUT OWNER'S WRITTEN PERMISSION. HZ PROJ. NO. P:\22-HZ-117 HBM 1st Flr KPOJ Remodel\MECH\Revit Files\MECH_R314412.35 KP HBM KPOJ_A20.rvt 10/27/2025 2:42:55 PM KP HBM 1ST FLR KPOJ M1-11 PLAN - REMODEL OVERALL 1ST FLR CA394-1 -01 - CAP027721 - R314412.35 HARBOR/MacARTHUR MEDICAL OFF 3401 S. HARBOR BLVD. SANTA ANA, CALIFORNIA 92704 22-HZ-117 GENERAL NOTES SHEET KEYNOTES LEGEND AREA OF WORK NOT APPLICABLE. NOT APPLICABLE. TRUE NORTH PLAN NORTH 1/16" = 1'-0"PLAN - REMODEL OVERALL 1ST FLR 01 CITY SUBMITTAL 11/03/2025 101125520, 20187249, 40140902 36 39 41 45 46 49 53 N T Y Z K L U Q R 38 42 47 M(E) 84"x18" SA (E) 60"x36" SA UP(E) 20"x20" EA UP (E) 54"x14" SA (E) 16" EA (E) 12" EA (E) 54"x14" SA (E) 48"x14" SA (E) 36"x14" SA VAV 1E.196 T (E) VAV-1E.19 (E) 12" SA (E) 10" SA (E) 10" EA(E) 6" EA VAV 1E.18 6 (E) T VAV-1E.18 (E) 12" SA (E) 10" SA 7 (E) (E) 10" SA (E) 12" EA 1617 EXROM 1616 EXROM 1614 EXAM ROOM EXROM 1612A HALLW 1620 TRAUD 1619 TLPAT 1615 EXAM ROOM EXROM 1521 TOILET TLGEN 1625 DRSSB 1626 DRSSB 1600 CORRIDOR COORD 1624 IUSND 1613 MEDPR 1612C WSPRO 1621 UTILS 1618 SCLSU 1601 HALLW 1635A ALINS 1606 CORRD 1629 IUSND 1609 TLGEN 1610 TLGEN 1611 IUSND 1631 IUSND 1602 CORRD 1630 TOILET 10 150 12 350A 8 100A C 8 100A C POC POC 6 100 A B 6" SA8" SA 10" SA B 8" SA 8 150A 8 150 A 10" SA POC 12" SA 8 100A C 8 100AC 6 50AB B10" SA 6" SA 10" SA 10 150A 6 75 A C 6 75E 6" EA POC B F POC8" SA 8 150 A C 12 13 1 4 1 3 2 1 3 1 21 3 1 3 1 1 2 2 3 1 2 B 2 5 T FC-1.1A 9 12 350 D 8 150A1 FC 1.1A 8 1/2" SUCTION 1/4" LIQUID 1/2" SUCTION 1/4" LIQUID 1/2" SUCTION 1/4" LIQUID UP TO FLR ABOVE 8" SA POC 10" EA 12" SA 8 100 A 1 10 150 E 4 1 5 1 6 150 (E) 6 50 (E) 6 50 (E) 8 100 (E) 10 200 (E) 8 150 (E) 8 200 (E) 6 50 (E) 8 150 (E) 6 50 (E) 8 150 (E) 6 75 (E)6 75 (E) 6 75 (E) 7 7 7 7 7 7 7 7 7 7 T 1613 10 7 TRUE NORTH PLAN NORTH A DVANCED T ECHNOLOGIES C ONSULTANTS,INC. 5755 OBERLIN DR., SUITE #112 SAN DIEGO CA. 92121 www.atconsultants.net TOLL FREE (866) 996-4152 OFFICE (858) 658-0304 FAX (858) 658-0307 ET GI RE S Exp. 06/30/26 FANAHCTI OTEF ILAC S ME C NRI O LA A NO. M30641 G ODNYERNQTOT OPRF IESS LE NE IONG ER AN R SHEET TITLE PROJECT FACILITY FAC NO:BLDG NO:FLOOR LEV:SECTION: KP PROJ. NO. PERMIT NO. 555 W. Fifth Street Suite 2950 | Los Angeles, CA 90013 USA Phone 310.820.4600 | Fax 310.207.4215 www.huitt-zollars.com ARCHITECT CONSULTANT ARCHITECT SEAL CONSULTANT SEAL KAISER FOUNDATION HOSPITALS NATIONAL FACILITIES SERVICES 1800 HARRISON STREET OAKLAND, CALIFORNIA 94612 ISSUE / REVISION LOG NO.ISSUED DATE 0 5' 50 ' GR A P H I C S C A L E S : 1/ 1 6 " = 1 ' - 0 " 0 25 ' 1/ 8 " = 1 ' - 0 " 5' 0 12 ' 1/ 4 " = 1 ' - 0 " 1' 0 6' 1/ 2 " = 1 ' - 0 " 1' 0 2' 1- 1 / 2 " = 1 ' - 0 " 0 1' 3" = 1 ' - 0 " IF T H I S S H E E T I S N O T 30 " x 4 2 " , I T I S A R E D U C E D PR I N T - S C A L E AC C O R D I N G L Y AGENCY APPLICATION NUMBER AGENCY APPROVAL STAMP THIS DOCUMENT IS THE PROPERTY OF THE OWNER AND IS NOT TO BE USED WITHOUT OWNER'S WRITTEN PERMISSION. HZ PROJ. NO. P:\22-HZ-117 HBM 1st Flr KPOJ Remodel\MECH\Revit Files\MECH_R314412.35 KP HBM KPOJ_A20.rvt 10/27/2025 2:42:58 PM KP HBM 1ST FLR KPOJ M1-12 PLAN - REMODEL 1ST FLR - CLINICAL AREA CA394-1 -01 - CAP027721 - R314412.35 HARBOR/MacARTHUR MEDICAL OFF 3401 S. HARBOR BLVD. SANTA ANA, CALIFORNIA 92704 22-HZ-117 GENERAL NOTES SHEET KEYNOTES LEGEND KEYPLAN 1. T-BAR CEILING SUPPLY AIR DIFFUSER. AIR BALANCE TO AIR QUANTITY AS INDICATED. 2. T-BAR CEILING PLENUM RETURN AIR REGISTER. 3. T-BAR CEILING PLENUM RETURN AIR REGISTER WITH SOUND BOOT. 4. T-BAR CEILING EXHAUST AIR REGISTER. AIR BALANCE TO AIR QUANTITY AS INDICATED. 5. REINSTALL EXISTING THERMOSTAT AT THIS LOCATION. MOUNT TOP OF T- STAT AT 46" A.F.F. PROVIDE NEW LABEL TO RELOCATED T-STAT. 6. CONTROL CONTRACTOR TO REPROGRAM EXISTING TERMINAL UNIT MIN/MAX AIRFLOW PER TERMINAL SCHEDULE ON SHEET M6-01. 7. BALANCE EXISTING REGISTER/DIFFUSER TO AIRFLOW CFM QUANTITY SHOWN. AIR GRILLE SHALL BE CLEANED PRIOR TO AIR BALANCE ADJUSTMENT. 8. NEW INDOOR SPLIT SYSTEM BELOW DECK SUSPENDED FAN COIL FC-1.1A. REFER TO EQUIPMENT SCHEDULE SHEET M6-01 FOR MORE DETAIL. ROUTE 3/4" CD TO HAND WASH SINK AND CONNECT TO SINK TAIL PIECE BELOW COUNTER. 9. MOUNT TOP OF FAN COIL THERMOSTAT AT 46" A.F.F. 10. NEW SPACE TEMPERATURE SENSOR AND CONNECT THE SIGNAL WIRE BACK TO (E) TERMINAL UNIT VAV-1E.19. ROOM TEMPERATURE SHALL BE MONITOR AND DISPLAY ON (E) BMS WORK STATION AT IRVINE MEDICAL CENTURAL UTILITY PLAN (C.U.P.). NOT APPLICABLE. 1. REFER TO SHEET M0-01. TRUE NORTH PLAN NORTH 1/4" = 1'-0"PLAN - REMODEL 1ST FLR - KPOJ - CLINICAL AREA 01 CITY SUBMITTAL 11/03/2025 101125520, 20187249, 40140902 302926 33 34 36 C N A E K L 38 M 27.827 31 F B D G J (E) 54"x14" SA (E) 54"x14" SA VAV 1E.16 4 (E) (E) 10" SA (E) 10" SA (E) 10" SA 10 150 5 (E) 6 50 5 (E) 6 75 (E) 10 250 (E) (E) 12" EA (E) 10" EA (E) 10" SA T VAV-1E.16 (E) 6" SA 1704D OGENL 1704B OGENL 1702 WTAPT 1704C OGENL 1704 TEAMA 1704A OGENLPOC POC POC POC 10" SA8" SA 8 100A B B 6 75A POC 6 75 A B B B 6 75 A 10" SA 8 150A 6" SA 2 1 2 1 1 1 1 2 22 B 2 3 8 150 5 (E) T VAV-1E.13TVAV-1E.13 (E) 6 75 A 1 1708B EXROM 1708 EXROM 1708 WSGEN 1709 TLSTF TRUE NORTH PLAN NORTH A DVANCED T ECHNOLOGIES C ONSULTANTS,INC. 5755 OBERLIN DR., SUITE #112 SAN DIEGO CA. 92121 www.atconsultants.net TOLL FREE (866) 996-4152 OFFICE (858) 658-0304 FAX (858) 658-0307 ET GI RE S Exp. 06/30/26 FANAHCTI OTEF ILAC S ME C NRI O LA A NO. M30641 G ODNYERNQTOT OPRF IESS LE NE IONG ER AN R SHEET TITLE PROJECT FACILITY FAC NO:BLDG NO:FLOOR LEV:SECTION: KP PROJ. NO. PERMIT NO. 555 W. Fifth Street Suite 2950 | Los Angeles, CA 90013 USA Phone 310.820.4600 | Fax 310.207.4215 www.huitt-zollars.com ARCHITECT CONSULTANT ARCHITECT SEAL CONSULTANT SEAL KAISER FOUNDATION HOSPITALS NATIONAL FACILITIES SERVICES 1800 HARRISON STREET OAKLAND, CALIFORNIA 94612 ISSUE / REVISION LOG NO.ISSUED DATE 0 5' 50 ' GR A P H I C S C A L E S : 1/ 1 6 " = 1 ' - 0 " 0 25 ' 1/ 8 " = 1 ' - 0 " 5' 0 12 ' 1/ 4 " = 1 ' - 0 " 1' 0 6' 1/ 2 " = 1 ' - 0 " 1' 0 2' 1- 1 / 2 " = 1 ' - 0 " 0 1' 3" = 1 ' - 0 " IF T H I S S H E E T I S N O T 30 " x 4 2 " , I T I S A R E D U C E D PR I N T - S C A L E AC C O R D I N G L Y AGENCY APPLICATION NUMBER AGENCY APPROVAL STAMP THIS DOCUMENT IS THE PROPERTY OF THE OWNER AND IS NOT TO BE USED WITHOUT OWNER'S WRITTEN PERMISSION. HZ PROJ. NO. P:\22-HZ-117 HBM 1st Flr KPOJ Remodel\MECH\Revit Files\MECH_R314412.35 KP HBM KPOJ_A20.rvt 10/27/2025 2:42:59 PM KP HBM 1ST FLR KPOJ M1-13 PLAN - REMODEL 1ST FLR - PROVIDE ENCLAVE CA394-1 -01 - CAP027721 - R314412.35 HARBOR/MacARTHUR MEDICAL OFF 3401 S. HARBOR BLVD. SANTA ANA, CALIFORNIA 92704 22-HZ-117 GENERAL NOTES SHEET KEYNOTES LEGEND KEYPLAN NOT APPLICABLE. 1. REFER TO SHEET M0-01. TRUE NORTH PLAN NORTH 1/4" = 1'-0"PLAN - REMODEL 1ST FLR - PROVIDER ENCLAVE 01 1. T-BAR CEILING SUPPLY AIR DIFFUSER. AIR BALANCE TO AIR QUANTITY AS INDICATED. 2. T-BAR CEILING PLENUM RETURN AIR REGISTER. 3. REINSTALL EXISTING THERMOSTAT AT THIS LOCATION. MOUNT TOP OF T- STAT AT 46" A.F.F. PROVIDE NEW LABEL TO RELOCATED T-STAT. 4. CONTROL CONTRACTOR TO REPROGRAM EXISTING TERMINAL UNIT MIN/MAX AIRFLOW PER TERMINAL SCHEDULE ON SHEET M6-01. 5. BALANCE EXISTING REGISTER/DIFFUSER TO AIRFLOW CFM QUANTITY SHOWN. AIR GRILLE SHALL BE CLEANED PRIOR TO AIR BALANCE ADJUSTMENT. CITY SUBMITTAL 11/03/2025 101125520, 20187249, 40140902 101125520, 20187249, 40140902 101125520, 20187249, 40140902 101125520, 20187249, 40140902 101125520, 20187249, 40140902 N X 0�z co 0 On w U U) r" Q GO < ��Q �� 0 ih N 0 a I 0 �I I CITY_CYF_cvANT_A ANJA 1. THE INTENT OF THE DRAWINGS AND SPECIFICATIONS IS TO RECONSTRUCF TH OFFICE BUILDING (MOB) IN ACCORDANCE WITH CALIFORNIA BUILDING CO E, I n i n g and Bu* ding Agen( SYMBOL DESCRIPTION ABBREV. DESCRIPTION SANITARY OR WASTE ABOVE GRADE (W, SAN) ABV ABOVE CALIFORNIA CODE OF REGULATIONS. • ADA AMERICAN DISABILITY ACT 2. ALL CONSTRUCTION SHALL BE PERFORMED IN ACCORDANCE WITH: — — SANITARY OR WASTE VENT (V) AFF ABOVE FINISHED FLOOR AFG ABOVE FINISHED GRADE 2022 CALIFORNIA ADMINISTRATIVE CODE (CAC) — DOMESTIC COLD WATER (CW) PART 1, TITLE 24, CALIFORNIA CODE OF REGULATIONS (CCR) AS AUTOMATIC FIRE SPRINKLER -- DOMESTIC HOT WATER (HW) AP ACCESS PANEL 2022 CALIFORNIA BUILDING CODE (CBC) E BEL BELOW PART 2, TITLE 24, CCR --- DOMESTIC HOT WATER RETURN (HWR) BFF BELOW FINISHED FLOOR BASED ON THE 2020 INTERNATIONAL BUILDING CODE (IBC) FOR PERMIT ISSUANCE SHUT—OFF VALVE (SOV) CA COMPRESSED AIR 2022 CALIFORNIA ELECTRICAL CODE (CEC) CD CONDENSATE DRAIN PART 3, TITLE 24, CCR PRESSURE REGULATING VALVE (PRV) CONN CONNECT, CONNECTION BASED ON THE 2020 NATIONAL ELECTRICAL CODE (NEC) KAISER FOUNDATION HOSPITALS CONT CONTINUE 2022 CALIFORNIA MECHANICAL CODE (CMC) NATIONAL FACILITIES SERVICES STRAINER CR CONDENSATE RETURN PART 4, TITLE 24, CCR 1800 HARRISON STREET CW COLD WATER BASED ON THE 2021 UNIFORM MECHANICAL CODE (UMC) OAKLAND, CALIFORNIA 94612 BFP REDUCED PRESSURE BACKFLOW PREVENTER (RPBP) DI DEIONIZED WATER DIS DEIONIZED WATER, SUPPLY 2022 CALIFORNIA PLUMBING CODE (CPC) Master I D ® POINT OF CONNECTION (POC) DIR DEIONIZED WATER, RETURN PART 5, TITLE 24, CCR . BASED ON THE 2021 UNIFORM PLUMBING CODE (UPC) ® POINT OF DISCONNECTION (POD) DIN DOWN Date. ISSUE / REVISION LOG DR DRAIN 2022 CALIFORNIA ENERGY CODE (CEC) DSP DRY STANDPIPE PART 6, TITLE 24, CCR NO. ISSUED DATE — — — — — — — REMOVE EXISTING PIPING OR EQUIPMENT CITY SUBMITTAL 11/03/2025 DWG DRAWING 2022 CALIFORNIA FIRE CODE (CFC) 0— PIPE —UP UNLESS OTHERWISE NOTED EL ELEVATION PART 9, TITLE 24, CCR ES EMERGENCY SHOWER & EYEWASH BASED ON THE 2021 INTERNATIONAL FIRE CODE (IFC) C PIPE DROP UNLESS OTHERWISE NOTED EWC ELECTRIC WATER COOLER 3. THE CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS INCLUDING BUT NOT LOW HIGH EW EMERGENCY EYEWASH LIMITED TO STRUCTURE, MECHANICAL, PLUMBING, ELECTRICAL, EQUIPMENT, AND ALL DROP OR RISE OTHER EXISTING SYSTEMS; AND MAKE NECESSARY PROVISIONS TO MAINTAIN THE (E) EXISTING INTEGRITY OF SAID SYSTEMS PRIOR TO THE COMMENCEMENT OF DEMOLITION, IF ANY. TOP CONNECTION FCO FLOOR CLEANOUT SEE STRUCTURAL, MECHANICAL, PLUMBING, ELECTRICAL AND EQUIPMENT DRAWINGS FOR ANY SYSTEMS OR PORTIONS THEREOF TO BE REMOVED, RELOCATED, REVISED OR BOTTOM CONNECTION FIFE FINISHED FLOOR ELEVATION ABANDONED. ALL POSSIBLE CARE SHALL BE EXERCISED BY THE CONTRACTOR TO Y FM FACTORY MUTUAL INSURE THAT ANY SAID UTILITY WILL NOT BE THE CAUSE OF ENDANGERMENT TO THE � CLEANOUT FLOOR (FCO) FT FOOT, FEET LIFE OR HEALTH OF ANY PERSON. FU FIXTURE UNIT 4. ALL DRAWINGS AND SPECIFICATIONS ARE TO BE CONSIDERED PART OF THE CONTRACT 7 VALVE AND CAPPED OUTLET GAL GALLON DOCUMENTS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REVIEW AND COORDINATION OF ALL DRAWINGS PRIOR TO ANY CONSTRUCTION, INCLUDING GPM GALLONS PER MINUTE ARCHITECTURAL, STRUCTURAL, MECHANICAL, PLUMBING, AND ELECTRICAL. ANY UNION GPF GALLONS PER FLUSH APPARENT DISCREPANCY SHALL BE BROUGHT TO THE CONTRACTING OFFICER PRIOR TO START OF CONTT. SO A CLARIFICATION MAY BE ISSUED. ANY WORK PERFORMED IN �I CLEANOUT WALL (WCO) HDR HEADER CONFLICT WITH THE CONTRACT DOCUMENTS OR ANY CODE REQUIREMENT SHALL BE HPG HIGH PRESSURE GAS ABOVE (5 PSI) CORRECTED BY THE CONTRACTOR AT THEIR OWN EXPENSE AND AT NO EXPENSE TO OC P—TRAP HP HORSEPOWER THE OWNER OR ARCHITECT. HW HOT WATER 5. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO CHECK WITH THE CONTRACT 00. MEDICAL AIR WALL OUTLET W/ QUICK DISCONNECT HWR HOT WATER RETURN DOCUMENTS BEFORE THE INSTALLATION OF ANY MECHANICAL, PLUMBING, ELECTRICAL OR SYSTEMS CONSTRUCTION. ANY DISCREPANCIES WITHIN THE CONTRACT DOCUMENTS SHALL MEDICAL VACUUM WALL OUTLET W/ QUICK DISCONNECT HZ HERTZ BE BROUGHT TO THE ENGINEER'S ATTENTION FOR CLARIFICATION BEFORE COMMENCING ICW INDUSTRIAL COLD WATER WITH THE WORK. ANY CONSTRUCTION INSTALLED IN CONFLICT WITH THE CONTRACT 0 OXYGEN WALL OUTLET W/ QUICK DISCONNECT IHW INDUSTRIAL HOT WATER DOCUMENTS SHALL BE CORRECTED BY THE CONTRACTOR AT THEIR OWN EXPENSE, AND AT NO EXPENSE TO THE OWNER OR ARCHITECT. NITROUS OXIDE WALL OUTLET W/ QUICK DISCONNECT IE INVERT ELEVATION 6. VERIFICATIONS SHALL BE MADE FROM AVAILABLE SOURCES TO THE CONTRACTOR, SUCH IN INCH AS BUT NOT LIMITED TO, UTILITY COMPANIES, PLANS OF EXISTING BUILDINGS, CONTRACT SS MEDICAL VACUUM SLIDE BRACKET INT INTEGRAL DOCUMENTS, THE OWNER, SITE INVESTIGATION REPORTS, ETC. IN NO WAY SHALL ANY KW KILOWATT DOCUMENTATION RECEIVED BY THE CONTRACTOR RELIEVE THEM OF THE RESPONSIBILITY W/ OF PERFORMING THEIR OWN FIELD INVESTIGATION. MEDICAL GAS CEILING OUTLET DISS CONNECTION LAV LAVATORY ARCHITECT MA MEDICAL AIR 7. DRAWINGS HAVE BEEN DETAILED IN COMPLIANCE WITH U.L. LISTING REQUIREMENTS AND EQUIPMENT DESCRIPTION PLUMBING FIXTURE DESIGNATION MV MEDICAL VACUUM I.C.B.O. REPORTS FOR THE MATERIALS SPECIFIED. IF AN ALTERNATE OR SUBSTITUTED MATERIAL IS ACCEPTED AS AN EQUAL BY THE GENERAL CONTRACTOR, THEY WILL & NUMBER MAX MAXIMUM ASSUME THE RESPONSIBILITY FOR WHATEVER CONSTRUCTION MODIFICATION AND/OR MIN MINIMUM ADDITIONAL COSTS ARE REQUIRED BY REASON OF THIS ACCEPTANCE. HUITTZOLIN BALL SHUT—OFF VALVE (BV) MPG MEDIUM PRESSURE GAS (5 PSI) 8. THE CONTRACTOR SHALL REFER TO THE SPECIFICATIONS FOR A COMPLETE LIST OF DS DOWN SPOUT DRAIN MR MOP RECEPTOR GENERAL CONDITIONS, SPECIAL CONDITIONS, MATERIALS, INSTALLATION METHODOLOGY AND NOTES. N NEW OD OVERFLOW DRAIN N2 NITROGEN 9. THIS PROJECT REQUIRES REMODEL WORK IN ADJOINING AREAS THAT WILL BE IN G NATURAL GAS (LOW PRESSURE @ 7"WTR.COL.) (G) OPERATION DURING CONSTRUCTION. THE CONTRACTOR AND SUBCONTRACTORS SHALL 555 W. Fifth Street Suite 29501 Los Angeles, CA 90013 USA N20 NITROUS OXIDE COOPERATE WITH THE FACILITY STAFF TO MAINTAIN CONTINUOUS OPERATION. IF Phone 310.820.4600 1 Fax 310.207.4215 HPG NATURAL GAS (GAS PRESSURE ABOVE 5 PSIG) NC NORMALLY CLOSED CONFLICTS OCCUR, THE INTERESTS OF THE OWNER SHALL GOVERN. THE CONTRACTOR www.huitt-zollars.com SHALL MAKE EVERY EFFORT TO MINIMIZE THE IMPACT OF CONSTRUCTION ON PATIENTS, F FIRE MAIN PIPING NO NORMALLY OPEN STAFF AND SERVICES IN AFFECTED AREAS. NPT NATIONAL PIPE THREAD coNsuLrANr ■ `� ADVANCED SPR SPRINKLER PIPING NITS NOT TO SCALE 10. ALL REQUIRED EXITS FROM OCCUPIED PORTIONS OF THE M.O.B. MUST BE MAINTAINED AT ALL TIMES. CONTRACTOR SHALL ESTABLISH PROCEDURES TO MINIMIZE CIRCULATION 00 TECHNOLOGIES DSP DRY STANDPIPE PIPING 02 OXYGEN OF CONSTRUCTION PERSONNEL AND MATERIALS THROUGH OCCUPIED PORTIONS OF THE POC POINT OF CONNECTION BUILDING. THE CONTRACTOR SHALL KEEP ALL AREAS ADJ. TO THE WORK AREA CLEAN. CONSULTANTS, INC. LV LABORATORY VACUUM POD POINT OF DISCONNECT 11. PRIOR TO DELIVERY OF MATERIALS TO THE CONSTRUCTION ZONE AND REMOVAL OF LE LABORATORY VACUUM EXHAUST PSI POUNDS PER SQUARE INCH WASTE FROM THE SITE, THE CONTRACTOR SHALL CHECK WITH THE CHIEF ENGINEER FOR 5755 OBERLIN DR., SUfTE #112 SAN DIEGO CA. 92121 OFFlCE (858) 658-0304 AN ACCEPTABLE ACCESS ROUTE AND TIME. UNDER NO CIRCUMSTANCES SHALL THE www.atconsukants.net FAX (858) 658-0307 DI DEIONIZED WATER (DI) SD STORM DRAIN CONTRACTOR, SUBCONTRACTOR'S, OR ANY OF THEIR EMPLOYEES USE ANY AREA SF SQUARE FEET OUTSIDE THE CONSTRUCTION ZONE WITHOUT PRIOR APPROVAL FROM THE CHIEF ARCHITECT SEAL CONSULTANT SEAL DIR DEIONIZED WATER RETURN (DIR) SH SHOWER HOSPITAL ENGINEER. ALL STAGING AREAS SHALL BE PROTECTED WITH FIRE RESISTANT QROFESSI CHECK VALVE (CV) PLYWOOD ENCLOSURES. ALL TRASH SHALL BE REMOVED FROM THE BLDG. DAILY.l T� °O SOW SCOPE OF WORK CONSTRUCTION MATERIALS SHALL NOT BE STORED IN THE CORRIDORS AT ANY TIME. �� %J � BALANCING VALVE (BV) SOV SHUT—OFF VALVE . M30641 12. THE CONTRACTOR SHALL FIELD VERIFY ALL EXISTING DIMENSIONS, SERVICES, AND TEMPERATURE AND PRESSURE RELIEF VALVE (TP) STM STEAM POINTS OF CONNECTION PRIOR TO START OF WORK. Exp. O6/30/26 TEMP TEMPERATURE j 13. DUCTWORK, PIPING AND CONDUIT, AS SHOWN ON DRAWINGS, IS DIAGRAMMATIC AND SJ ' CHAW(A �P b GAS COCK (GC) TYP TYPICAL SHALL BE FABRICATED AND INSTALLED BASED ON ACTUAL FIELD MEASUREMENT. OF CALF UTR UP THRU ROOF COORDINATE WITH OTHER TRADES AS REQUIRED. JIL VENT THROUGH ROOF (VTR) V VENT 22—HZ-117 14. CONTRACTOR SHALL PROVIDE WRITTEN REQUESTS TO OWNER FOR SHUT —DOWNS AT THIS DOCUMENT IS THE PROPERTY OF THE OWNER AND IS NOT TO CIRCULATING PUMP (AND DIRECTION OF FLOW) VAC VACUUM LEAST 14 DAYS PRIOR TO EVENT. WORK REQUIRING SHUT —DOWNS MAY BE REQUIRED TO BE PERFORMED OUTSIDE NORMAL WORK HOURS. BE USED WITHOUT OWNER'S WRITTEN PERMISSION. UNION V VENT VTR VENT THRU ROOF 15. THE DESIGN ADEQUACY, SAFETY, AND ERECTION OF BRACING, SHORING, SCAFFOLDING, AGENCY APPLICATION NUMBER THERMOMETER AND TEMPORARY SUPPORTS AND RESTRAINTS IS THE SOLE RESPONSIBILITY OF THE W WASTE CONTRACTOR. ❑A AQUASTAT WAGD WASTE ANETHESIA GAS DISPOSAL AGENCY APPROVAL STAMP 16. CONTRACTOR SHALL NOTIFY THE OWNER ON TIMES WHEN THE CONSTRUCTION NOISE PRESSURE GAUGE WC WATER CLOSET WILL BE EXCESSIVE. CONTRACTOR SHALL RESCHEDULE SUCH WORK IF SO REQUIRED BY WCO WALL CLEAN OUT THE FACILITY. ® FLOOR DRAIN (FD) WTR WATER 17. FOR EXISTING FLOORS, CEILINGS, PARTITIONS, AND SERVICES TO REMAIN, THE ® ROOF DRAIN (RD) CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING ALL FINISHES AND MATERIALS, AND REPAIRING OR REPLACING ALL ITEMS THAT ARE DAMAGED OR SOILED DURING THE ® FLOOR SINK (FS) COURSE OF CONSTRUCTION. �+ HOSE BIBB (HB) 18. ALL ITEMS TO BE REMOVED AND RELOCATED OR REPLACED SHALL BE HANDLED WITH PROPER CARE AND STORED IN A SAFE PLACE TO PREVENT DAMAGE OR BE REPLACED FIRE DEPARTMENT CONNECTION (FDC) AT THE CONTRACTOR'S EXPENSE. �] FIRE HOSE VALVE (FHV) 19. WHEN INSTALLING DRILLED —IN ANCHORS AND/OR POWDER DRIVEN PINS IN EXISTING NON —PRESTRESSED REINFORCED CONCRETE, USE AND CAUTION TO AVOID CUTTING OR FIRE SPRINKLER FLOOR CONTROL ASSEMBLY (FICA) DAMAGING THE EXISTING REINFORCING BARS. WHEN INSTALLING THEM INTO EXISTING PRESTRESSED CONCRETE (PRE —OR POSTTENSIONED) LOCATE THE PRESTRESSED DETAIL NUMBER TENDONS BY USING A NON—DESTRUCTIVE METHOD PRIOR TO INSTALLATION. EXERCISE DETAIL DESIGNATION EXTREME CARE AND CAUTION TO AVOID CUTTING OR DAMAGING THE TENDONS DURING SHEET INSTALLATION. MAINTAIN A MINIMUM CLEARANCE OF ONE INCH BETWEEN THE NUMBER REINFORCEMENT AND THE DRILLED —IN ANCHOR AND/OR PIN. EQUIPMENT DESCRIPTION 20. ALL PENETRATIONS INTO SOUND RATED ASSEMBLIES SHALL BE SEALED WITH APPROVED EQUIPMENT/PLUMBING FIXTURE DESIGNATION RESILIENT ACOUSTIC SEALANT. ALL RECESSED ITEMS SHALL BE SEALED TO MAINTAIN EQUIPMENT INTEGRITY OF THE ACOUSTIC ASSEMBLY. NUMBER 21. ALL DIMENSIONS SHOWN ARE FROM CENTERLINE OF COLUMNS, FACE OF STUD AT NEW CONSTRUCTION, AND FACE OF FINISH AT EXISTING, UNLESS NOTED OTHERWISE. 22. ABBREVIATIONS THROUGHOUT THE DOCUMENTS ARE THOSE IN COMMON USE. THE ENGINEER WILL DEFINE THE INTENT OF ANY IN QUESTION. 23. ALL DRAWINGS, THOUGH NOTED TO SCALE, ARE FOR ILLUSTRATION ONLY. THE CONTRACTOR AND THEIR SUBCONTRACTORS SHALL NOT SCALE THE DRAWINGS. ITEMS WRONGLY LOCATED BY DRAWING SCALING SHALL BE CORRECTED AT THE CONTRACTOR'S FACILITY EXPENSE. HARBOR/MacARTHUR MEDICAL OFF 24. HANDLE, STORE AND INSTALL ALL EQUIPMENT PER MANUFACTURER'S INSTRUCTIONS. 3401 S. HARBOR BLVD. 25. SLOPE OF PIPING SYSTEMS: SANTA ANA, CALIFORNIA 92704 A. SANITARY SEWER WASTE PIPING: 2% UNLESS NOTED OTHERWISE PROJECT KIP HBM 1ST FLR KPOJ B. SANITARY SEWER VENT PIPING: 2% UNLESS NOTED OTHERWISE 26. ALL PENETRATIONS OF FIRE RATED WALL AND FLOOR ASSEMBLIES SHALL BE PROTECTED AS REQUIRED BY CBC, SEC. 714. SHEET TITLE GENERAL NOTES, LEGEND & SYMBOLS GENERAL NOTES 102 FAC NO CA-394-1 BLDG NO: - FLOOR LEV - SECTION - . PROJ. NO. R314412.35 KP PROJ. NO. CAP027721 PERMIT NO. 1. INSTALL NEW SERVICE HAND WASH SINKS TO SUPPORT NEW REMODEL SPACES. PROVIDE CW, HW, WASTE AND VENT CONNECTION TO NEW SINKS AND TIE BACK TO EXISTING BUILDING MAIN. POMO 1 LEGEND AND SYMBOLS Jill ABBREVIATIONS 1061 PROJECT SCOPE OF WORK loll 0 0 N 0 EO 0 SPECIFICATIONS -PLUMBING I Plannilnn and Riiilrlinn AnPn PART 1 GENERAL 1.01 SCOPE A. THE WORK UNDER THIS SECTION INCLUDES EVERYTHING NECESSARY FOR AND INCIDENTAL TO EXECUTING AND COMPLETING THE PLUMBING WORK, EXCEPT AS HEREINAFTER SPECIFICALLY EXCLUDED. B. WORK INCLUDED SHALL BE AS INDICATED ON THE DRAWINGS, INCLUDING BUT NOT LIMITED TO THE FOLLOWING: 1. SANITARY SOIL, WASTE AND VENT SYSTEM. 2. DOMESTIC AND INDUSTRIAL HOT AND COLD WATER SYSTEM. 3. PLUMBING FIXTURES AND EQUIPMENT. 1.02 CODES AND STANDARDS A. ALL WORK AND MATERIALS SHALL BE IN FULL ACCORDANCE WITH THE LATEST RULES AND REGULATIONS OF THE FIRE MARSHAL; THE SAFETY ORDERS OF THE DIVISION OF INDUSTRIAL SAFETY; THE CALIFORNIA ELECTRIC CODE; THE CALIFORNIA PLUMBING CODE; THE CALIFORNIA MECHANICAL CODE; OTHER APPLICABLE CODES, LAWS OR REGULATIONS OF BODIES LAWFULLY EMPOWERED AND HAVING JURISDICTION OVER THIS PROJECT. NOTHING IN THE PLANS OR SPECIFICATIONS IS TO BE CONSTRUED TO PERMIT WORK NOT CONFORMING TO THESE CODES. 1.03 PERMITS A. CONTRACTOR SHALL OBTAIN ALL PERMITS AND LICENSES THAT ARE REQUIRED FOR THE PERFORMING OF HIS WORK BY ALL LAWS, ORDINANCES, RULES AND REGULATIONS OR ORDERS OF ANY OFFICER AND/OR BODY, SHALL GIVE ALL NOTICES NECESSARY IN CONNECTION THEREWITH, AND PAY ALL FEES RELATING THERETO AND ALL COSTS AND EXPENSES INCURRED ON ACCOUNT THEREOF. NO WORK SHALL BE COVERED BEFORE INSPECTION BY THE JURISDICTIONAL INSPECTION AND THE ARCHITECT. 1.04 CUTTING AND PATCHING A. PERFORM ALL CUTTING AND FITTING REQUIRED FOR WORK OF THIS SECTION IN ROUGH CONSTRUCTION OF THE BUILDING. B. ALL PATCHING OF FINISHED CONSTRUCTION OF BUILDING SHALL BE PERFORMED UNDER THE SECTIONS OF SPECIFICATIONS COVERING THESE MATERIALS. C. ALL PATCHING OF EXISTING SURFACES SHALL MATCH EXISTING MATERIALS AND FINISHED. 1.05 GENERAL A. UNLESS OTHERWISE SPECIFIED HEREIN, ALL EQUIPMENT AND FIXTURES SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURERS RECOMMENDATIONS. B. BEFORE SUBMITTING HIS BID, THE CONTRACTOR FOR THE WORK UNDER THIS SECTION SHALL CAREFULLY STUDY ALL DRAWINGS, AND SHALL MAKE A CAREFUL EXAMINATION OF THE PREMISES. HE SHALL DEFINITELY DETERMINE IN ADVANCE, THE METHODS OF INSTALLING AND CONNECTING THE APPARATUS, THE MEANS TO BE PROVIDED FOR GETTING ANY EQUIPMENT INTO PLACE, AND SHALL MAKE HIMSELF THOROUGHLY FAMILIAR WITH ALL THE REQUIREMENTS OF THE CONTRACT. AFTER AWARD OF THE CONTRACT, NO SUBSEQUENT ALLOWANCES WILL BE MADE WITH THE ABOVE REQUIREMENTS AND ANY OTHER CONDITIONS AFFECTING THE INSTALLATION AND COMPLETION OF ALL WORK. C. WORKMANSHIP: ALL LABOR SHALL BE CAREFULLY SKILLED FOR THIS KIND OF WORK, THOROUGH AND FIRST CLASS IN ALL RESPECTS AND UNDER THE DIRECTOR OF A COMPETENT FOREMAN. D. SPECIAL NOTE: ANY WORK CALLED FOR ON PLANS SHALL BE INSTALLED WHETHER OR NOT MENTIONED IN THESE SPECIFICATIONS. 1.06 DAMAGE BY LEAKS A. CONTRACTOR SHALL BE RESPONSIBLE FOR DAMAGE TO THE GROUNDS, WALKS, ROADS, BUILDINGS, PIPING SYSTEMS, ELECTRICAL SYSTEMS AND THEIR EQUIPMENT AND CONTENTS, CAUSED BY LEAKS IN THE PIPING SYSTEM BEING INSTALLED OR HAVING BEEN INSTALLED HEREIN. HE SHALL REPAIR AT THIS EXPENSE ALL DAMAGE SO CAUSED. ALL REPAIR WORK SHALL BE DONE AS DIRECTED BY THE ARCHITECT. 1.07 EMERGENCY REPAIRS A. THE OWNER RESERVES THE RIGHT TO MAKE EMERGENCY REPAIRS AS REQUIRED TO KEEP EQUIPMENT IN OPERATION WITHOUT VOIDING THE CONTRACTOR'S GUARANTEE BOND NOR RELIEVING THE CONTRACTOR OF HIS RESPONSIBILITIES. 1.08 EXPLANATION AND PRECEDENCE OF DRAWINGS A. FOR PURPOSES OF CLEARNESS AND LEGIBILITY, DRAWINGS ARE ESSENTIALLY DIAGRAMMATIC, AND, ALTHOUGH SIZE AND LOCATION OF EQUIPMENT ARE DRAWN TO SCALE WHEREVER POSSIBLE, CONTRACTOR SHALL MAKE USE OF ALL DATA IN ALL THE CONTRACT DOCUMENTS AND SHALL VERIFY THIS INFORMATION AT BUILDING SITE. B. THE DRAWINGS INDICATE REQUIRED SIZE AND POINTS OF TERMINATION OF PIPES, AND SUGGEST PROPER ROUTES TO CONFORM TO STRUCTURE, AVOID OBSTRUCTIONS AND PRESERVE CLEARANCES. HOWEVER, IT IS NOT INTENDED THAT DRAWING INDICATE ALL NECESSARY OFFSETS, AND IT SHALL BE THE WORK OF THE CONTRACTOR TO MAKE THE INSTALLATION IN SUCH A MANNER AS TO CONFORM TO STRUCTURE, AVOID OBSTRUCTIONS, PRESERVE HEADROOM AND KEEP OPENING AND PASSAGEWAYS CLEAR, WITHOUT FURTHER INSTRUCTIONS OR COST TO THE OWNER. C. IT IS INTENDED THAT ALL APPARATUS BE LOCATED SYMMETRICAL WITH ARCHITECTURAL ELEMENTS. REFER TO ARCHITECTURAL DETAILS IN COMPLETING THE CORRELATING WORK. D. THE CONTRACTOR SHALL FULLY INFORM HIMSELF REGARDING ANY AND ALL PECULIARITIES AND LIMITATIONS OF THE SPACES AVAILABLE FOR THE INSTALLATION OF ALL WORK AND MATERIALS FURNISHED AND INSTALLED UNDER THE CONTRACT. HE SHALL EXERCISE DUE AND PARTICULAR CAUTION TO DETERMINE THAT ALL PARTS OF HIS WORK ARE MADE QUICKLY AND EASILY ACCESSIBLE. E. THE CONTRACTOR SHALL STUDY ALL DRAWINGS AND SPECIFICATIONS TO DETERMINE ANY CONFLICT WITH ORDINANCES AND STATUTES. ANY ERRORS OR OMISSIONS SHALL BE REPORTED, AND ANY CHANGES SHALL BE SHOWN IN THE AS -BUILT DRAWINGS AND THE ADDITIONAL WORK PERFORMED AT NO COST TO THE OWNER. F. SUBMITTAL OF BID SHALL INDICATE THE CONTRACTOR HAS EXAMINED THE SITE AND DRAWINGS AND HAS INCLUDED ALL REQUIRED ALLOWANCES IN HIS BID. NO ALLOWANCE SHALL BE MADE FOR ANY ERROR RESULTING FROM CONTRACTOR S FAILURE TO VISIT JOB SITE AND TO REVIEW DRAWINGS, AND BID SHALL INCLUDE COSTS FOR ALL REQUIRED DRAWINGS AND CHANGES AS OUTLINED ABOVE, ALL AT NO COST TO OWNER. PART 2 PRODUCTS 2.01 FITTINGS AND PIPING A. ALL DOMESTIC WATER PIPING: ABOVE GRADE, "TYPE L" COPPER TUBING, HARD DRAWN WITH WROUGHT COPPER FITTINGS, AND SILVER SOLDERED JOINTS. B. WASTE AND VENT PIPING SHALL BE NO -HUB CAST IRON WITH STAINLESS STEEL AND NEOPRENE TYPE COUPLINGS. 2.02 VALVES AND FITTINGS A. ANGLE STOPS 1. SEE FIXTURE SCHEDULE ON DRAWINGS. 2.03 PLUMBING FIXTURES A. GENERAL REQUIREMENTS 1. PROVIDE NEW FIXTURES, APPROVED, FREE FROM FLAWS AND BLEMISHED, WITH FINISHED SURFACES CLEAR, SMOOTH AND BRIGHT. 2. VISIBLE PARTS OF FIXTURE BRASS AND ACCESSORIES SHALL BE HEAVILY CHROME PLATED. 3. FIXTURES SHALL BE PRODUCT OF ONE MANUFACTURER. FITTING OF SAME TYPE SHALL BE PRODUCTS OF ONE MANUFACTURER. 4. PROTECT FIXTURES AGAINST USE AND DAMAGE DURING CONSTRUCTION. B. JOB CONDITIONS 1. CONFIRM LOCATION AND SIZE OF FIXTURES AND OPENING BEFORE ROUGH -IN AND INSTALLATION. 2. PLUMBING FIXTURE TRIM AND EXPOSED SUPPLIES AND WASTE SHALL BE BRASS WITH POLISHED CHROME PLATED FINISH. INDIVIDUAL LOOSE KEY STOPS, OR SO SPECIFIED, SCREW DRIVER STOPS, SHALL BE PROVIDED FOR ALL SUPPLIES, AND UNLESS INTEGRAL WITH VALVES OR FAUCET, UNLESS, OTHERWISE APPROVED BY ARCHITECT, SHALL BE MOUNTED UNDER THE FIXTURE. EXPOSED SUPPLIES AND WASTES TO WELL SHALL BE PROVIDED WITH POLISHED CHROME PLATED CAST BRASS WELL ESCUTCHEONS. 3. SUPPLIES SHALL BE WITH LOOSE KEY STOPS AND FLEXIBLE RISERS. 4.TRAPS ABOVE FLOOR SHALL BE CAST BRASS "P" TRAPS WITH BRONZE NUTS UNLESS OTHERWISE INDICATED. C. SEE FIXTURE SCHEDULE ON DRAWINGS. PART 3 EXECUTION 3.01 PIPE INSTALLATION A. JOINTS IN COPPER TUBING SHALL BE MADE BY FIRST THOROUGHLY CLEANING THE SURFACE OF THE PIPE AND FITTINGS, APPLYING FLUX AND SWEATING WITH SOLDER. B. PIPE SHALL BE CAREFULLY CLEANED BEFORE INSTALLATION. THE ENDS OF THREADED PIPE SHALL BE REAMED OUT FULL SIZE WITH A LONG TAPER REAMER SO AS TO BE PARTIALLY BELL -MOUTHED AND PERFECTLY SMOOTH. C. FLUSH OUT ALL WATER MAINS AND SANITARY DRAINS WITH WATER SO AS TO OBTAIN FREE FLOW. REMOVE ALL OBSTRUCTIONS AND DEFECTS DISCOVERED. REMOVE AND RELAY ANY SECTIONS AND PIPE ALREADY LAID AND FOUND TO BE DEFECTIVE OR WHICH HAS HAD GRADE OR JOINTS DISTURBED. D. OPENINGS IN PIPES, DRAINS FITTINGS APPARATUS AND EQUIPMENT SHALL BE KEPT COVERED OR PLUGGED TO PREVENT FOREIGN SUBSTANCE FROM ENTERING. E. RUN PIPING FREE TO TRAPS, SAGS, OR BENDS. GRADE AND VALVE FOR COMPLETE DRAINAGE AND CONTROL OF THE SYSTEM. F. ALL PIPING TO BE RUN TO MAINTAIN HEADROOM AND KEEP PASSAGEWAYS AND OPENINGS CLEAR. RUN PARALLEL AND STRAIGHT WITH ADJACENT WALLS OR CEILINGS TO PRESENT A UNIFORM APPEARANCE. G. ALL PIPING, EXCEPT WHERE NOTED OTHERWISE ON PLANS SHALL BE CONCEALED IN WALLS OR ABOVE CEILINGS. H. BENDING OR FORCING OF PIPE WILL NOT BE ALLOWED. USE FITTINGS FOR ALL OFFSETS OR CHANGES IN ALIGNMENT OF PIPING. I. PROPER PROVISION SHALL BE MADE FOR EXPANSION AND CONTRACTION BY MEANS OF FITTINGS AND ANCHORS AND SUPPORTS OF ALL PIPING. • • J. STREET ELBOWS, BUSHINGS AND LONG SCREW FITTINGS WILL NOT BE ALL WED. K. UNIONS SHALL BE INSTALLED AFTER EACH SCREW -TYPE VALVE, CONNECTI NS FOR ALL thsoffim EQUIPMENT, APPLIANCES AND AS REQUIRED FOR ERECTION AND MAINTENA CE. NO UNIONS - SHALL BE INSTALLED IN CONCEALED LOCATION. L. INSTALL ISOLATION UNIONS ON ALL CONNECTIONS BETWEEN DISSIMILAR METALS (GALVANIZED E STEEL, BLACK STEEL TO COPPER). M. NO HOLES FOR WITHOUT WRITTEN ICONSENTQOF THE ARCHITECT. PPE OR EUIPENT WILL BE WHEREWEDI PIPES AREUTOU SSMTHRO R ` PERMIT ISSUANCI INTERFERE WITH ANY MEMBER, OR WHERE NOCHING, BORING OR CUTTING OF THE STRUCTURE IS NECESSARY THE WORK SHALL BE DONE BY THE GENERAL CONTRACTOF AS DIRECTED BY KAISER FOUNDATION HOSPITALS THE ARCHITECT. NATIONAL FACILITIES SERVICES N. THE CONTRACTOR SHALL, AT A TIME IN ADVANCE OF THE WORK, FURNISH INSTRUCTIONS TO 1800 HARRISON STREET THE GENERAL CONTRACTOR AS TO HIS REQUIREMENTS FOR OPENINGS, REDESSES, AND OAKLAND, CALIFORNIA 94612 CHASES IN THE WALLS, PARTITIONS, FRAMING OR OPENINGS. SHOULD FURNISHINAL c "'NG THIS BEINFEQUIIR ON D,BTHEECOSTSEOFDSAMEESH LLIBE°CHARGED TOAND ATHE1000NTRA TOR. 1 ter I D. 0. PROVIDE AND INSTALL POLISHED CHROMIUM PLATE BRASS FLOOR, CEILING OF LL LAq FOR ALL PIPES, EXPOSED IN FINISHED PORTIONS OF THE BUILDINGS. UC.1'ISSUE / REVISION LOG P. ALL SCALED AND FIGURED DIMENSIONS ARE APPROXIMATE AND ARE GIVEN FOR ESTIMATE NO. ISSUED DATE PURPOSES ONLY. BEFORE PROCEEDING WITH ANY WORK, THIS CONTRACTPR SHALL CITY SUBMITTAL 11/03/2025 CAREFULLY CHECK AND VERIFY ALL DIMENSIONS, SIZES, AND SHALL ASSUME FULL RESPONSIBILITY TO OTHER PARTS OF THE EQUIPMENT, AND TO THE STRUCTURE. Q. ANY MINOR CHANGES IN WORK, WHICH HAS NOT BEEN INSTALLED, SHALL BE MADE BY THIS CONTRACTOR WITHOUT ADDITIONAL COMPENSATION, EXCEPT CHANGES WHICH ARE CAUSED BY ARCHITECTURAL REVISIONS, WHICH INCREASE OR DECREASE THE SIZE OF THE MATERIALS SPECIFIED OR INDICATED ON THE DRAWINGS. THIS CONTRACTOR SHALL SUBMIT AN ESTIMATE OF THE COST OF OR CREDIT FOR SUCH CHANGES HE DOES NOT CONSIDER OF A MINOR NATURE AND SHALL PROCEED ONLY UPON THE WRITTEN AUTHORITY OF THE ARCHITECT. R. ALL PIPING SHALL BE ISOLATED FROM OTHER PIPING, ANY PART OF THE BUILDING, FRAMING OR CONDUIT WITH 1" STRIPS OF HAIR FELT OR PIPE ISOLATORS. 3.02 FIXTURE INSTALLATION A. ALL PLUMBING FIXTURES SHALL BE BEDDED AND CAULKED ALONG JOINT AT COUNTERTOPS, AND OTHER INTERSECTING SURFACES WITH WHITE SILICONE. 3.03 REQUIREMENTS FOR ACCEPTANCE A. ALL OF THE FOLLOWING ITEMS MUST BE COMPLETED PRIOR TO FINAL INSPECTIONS. NO EXCEPTION WILL BE MADE AND NO FINAL PAYMENT WILL BE MADE UNTIL ALL ITEMS ARE COMPLETED. B. THOROUGHLY CLEAN ALL PARTS OF THE PIPING, VALVES, AND EQUIPMENT. EXPOSED PARTS WHICH ARE TO BE PAINTED SHALL BE THOROUGHLY CLEANED OF CEMENT, PLASTER, AND OTHER MATERIALS AND ALL OIL AND GREASE SPOTS SHALL BE REMOVED. SUCH SURFACES SHALL BE CAREFULLY WIPED AND ALL CRACKS AND CORNERS SCRAPED OUT. C. EXPOSED METAL WORK SHALL BE CAREFULLY BRUSHED DOWN WITH STEEL BRUSHES TO REMOVE RUST AND OTHER SPOTS LEFT SMOOTH AND CLEAN. TRAP ELEMENTS SHALL BE REMOVED DURING CLEANING AND FLUSHING PERIOD, AFTER WHICH THEY SHALL BE REPLACED AND ADJUSTED. 3.04 TEST AND ADJUSTMENTS A. NO PIPING WORK, FIXTURES, OR EQUIPMENT SHALL BE CONCEALED OR COVERED UNTIL THEY HAVE BEEN INSPECTED AND APPROVED BY THE ENGINEER, WHO SHALL BE NOTIFIED WHEN THE WORK IS READY FOR INSPECTION. ALL WORK SHALL BE COMPLETELY INSTALLED, TESTED ARCHITECT AS REQUIRED BY THIS SECTION AND THE STATE ORDINANCES AND STATE SAFETY ORDERS, AND SHALL BE LEAK -TIGHT BEFORE INSPECTION IS REQUESTED. ALL TESTS SHALL BE REPEATED UPON REQUEST TO THE SATISFACTION OF THOSE MAKING THE INSPECTION. 'v �..� DLLARS B. ALL DOMESTIC WATER PIPING SHALL BE FLUSHED OUT, TESTED AT TWO TIMES THE WORKING SYSTEM PRESSURE AND SHALL BE LEFT UNDER PRESSURE OF SUPPLY MAIN OR MINIMUM OF 40 PSI FOR THE BALANCE OF THE CONSTRUCTION PERIOD. C. TEST PRESSURE IN POUNDS PER SQUARE INCH, OR INCHES OF VACUUM, GAUGE, ARE GIVEN AS INITIAL PRESSURE TO BE APPLIED TO LINES BEING TESTED, TOGETHER WITH TEST MEDIUM. 555 W. Fifth Street Suite 2950 1 Los Angeles, CA 90013 USA D. TESTS ARE TO BE APPLIED FOR MINIMUM PERIOD OF TWENTY-FOUR (24) HOURS AND UNTIL Phone 310.820.4600 I Fax 310.207.4215 TEST ARE COMPLETE. www.huitt-zollars.com E. FINAL PRESSURE AT THE END OF THE TEST PERIOD SHALL BE NO MORE NOR LESS THAN THAT CAUSED BY EXPANSION OR CONTRACTION OF THE TEST MEDIUM DUE TO TEMPERATURE CONSULTANT ■® ADVANCED CHANGES. 3.05 CLEANING A. CLEAN AND DISINFECT POTABLE DOMESTIC WATER PIPING AS FOLLOWS: 1. PURGE NEW PIPING AND PARTS OF EXISTING PIPING THAT HAVE BEEN ALTERED, EXTENDED, OR REPAIRED BEFORE USING. 2. USE PURGING AND DISINFECTING PROCEDURES PRESCRIBED BY AUTHORITIES HAVING JURISDICTION; IF METHODS ARE NOT PRESCRIBED, USE PROCEDURES DESCRIBED IN EITHER AWWA C651 OR AWWA C652 OR FOLLOW PROCEDURES DESCRIBED BELOW: a. FLUSH PIPING SYSTEM WITH CLEAN, POTABLE WATER UNTIL DIRTY WATER DOES NOT APPEAR AT OUTLETS. b. FILL AND ISOLATE SYSTEM ACCORDING TO EITHER OF THE FOLLOWING: 1) FILL SYSTEM OR PART THEREOF WITH WATER/CHLORINE SOLUTION WITH AT LEAST 50 PPM OF CHLORINE. ISOLATE WITH VALVES AND ALLOW TO STAND FOR 24 HOURS. 2) FILL SYSTEM OR PART THEREOF WITH WATER/CHLORINE SOLUTION WITH AT LEAST 200 PPM OF CHLORINE. ISOLATE AND ALLOW TO STAND FOR THREE HOURS. c. FLUSH SYSTEM WITH CLEAN, POTABLE WATER UNTIL NO CHLORINE IS IN WATER COMING FROM SYSTEM AFTER THE STANDING TIME. d. REPEAT PROCEDURES IF BIOLOGICAL EXAMINATION SHOWS CONTAMINATION. e. SUBMIT WATER SAMPLES IN STERILE BOTTLES TO AUTHORITIES HAVING JURISDICTION. 3.06 PIPE LABELS A. GENERAL REQUIREMENTS FOR MANUFACTURED PIPE LABELS: PREPRINTED, COLOR CODED, WITH LETTERING INDICATING SERVICE AND SHOWING FLOW DIRECTION IN ACCORDANCE WITH ASME A13.1. B. LETTER AND BACKGROUND COLOR: BACKGROUND AND LETTERING COLORS SHOULD COMPLY WITH RECOMMENDATIONS IN ASME A13.1. C. PRETENSIONED PIPE LABELS: PRECOILED, SEMIRIGID PLASTIC FORMED TO PARTIALLY COVER CIRCUMFERENCE OF PIPE AND TO ATTACH TO PIPE WITHOUT FASTENERS OR ADHESIVE. D. SELF-ADHESIVE PIPE LABELS: PRINTED PLASTIC WITH CONTACT -TYPE, PERMANENT -ADHESIVE BACKING. E. PIPE LABEL CONTENTS: INCLUDE IDENTIFICATION OF PIPING SERVICE USING SAME DESIGNATIONS OR ABBREVIATIONS AS USED ON DRAWINGS. ALSO INCLUDE: • FLOW -DIRECTION ARROWS: INCLUDE FLOW -DIRECTION ARROWS ON MAIN DISTRIBUTION PIPING. ARROWS MAY BE EITHER INTEGRAL WITH LABEL OR APPLIED SEPARATELY. • LETTERING SIZE: AT LEAST 1/2 INCH FOR VIEWING DISTANCES OF UP TO 72 INCHES AND PROPORTIONATELY LARGER LETTERING FOR GREATER VIEWING DISTANCES. 3.07 DRAWINGS OF RECORD A. IN ADDITION TO THE REPRODUCIBLE "AS -BUILT" REQUIRED, TWO COMPLETE SETS OF BLUE LINE PLUMBING DRAWINGS WILL BE PROVIDED FOR THE PURPOSE OF SHOWING A COMPLETE PICTURE OF THE WORK AS ACTUALLY INSTALLED. B. THESE DRAWINGS SHALL SERVE AS WORK PROGRESS REPORT SHEETS AND THE CONTRACTOR SHALL MAKE ALL NOTATIONS, NEAT AND LEGIBLE, THEREON DAILY AS THE WORK PROCEEDS. THE DRAWINGS SHALL BE AVAILABLE FOR INSPECTION AT ALL TIMES AND SHALL BE KEPT AT THE JOB AT A LOCATION DESIGNATED BY THE OWNER. C. AT COMPLETION OF THE WORK, THESE AS -BUILT DRAWINGS SHALL BE SIGNED BY THE CONTRACTOR INDICATING HIS APPROVAL, DATED AND RETURNED TO THE OWNER. D. THE DIMENSIONAL LOCATION OF ALL CONCEALED PIPING SHALL BE ACCURATELY RECORDED ON THE "AS -BUILT" DRAWINGS. TECHNOLOGIES CONSULTANTS, INC. 5755 OBERLIN DR., SUITE #112 SAN DIEGO CA. 92121 OFFlCE (858) 658-0304 www.atconsultants.net FAX (858) 658-0307 ARCHITECT SEAL I CONSULTANT SEAL M30641 06/30/26 22-HZ-117 THIS DOCUMENT IS THE PROPERTY OF THE OWNER AND IS NOT TO BE USED WITHOUT OWNER'S WRITTEN PERMISSION. AGENCY APPLICATION NUMBER AGENCY APPROVAL STAMP FACILITY HARBOR/MacARTHUR MEDICAL OFF 3401 S. HARBOR BLVD. SANTA ANA, CALIFORNIA 92704 PROJECT KP HBM 1ST FLR KPOJ SHEET TITLE SPECIFICATIONS - PLUMBING FAC NO: CA-394-1 BLDG NO: - FLOOR LEV: - SECTION: - HZ PROJ. NO, R314412.35 KP PROJ. NO. CAP027721 PERMIT NO. PO-02 0 1 OV O V O V OV OV O V OV OV VOVO AO AO VO AO AOV AO VO VO MGZ V V V V A A A V A 2'' 4'' 5'' 6'' 9'' 11'' 12'' 14'' Z'' X'' P'' Q'' V'' T'' S'' K'' H'' D'' B'' L'' N'' 302926 33 34 36 39 41 45 46 49 53 54 57 C C N N T V Y Z BB CC EE GG HH JJ AA EE KK LL 20 17 16 1 5 1502 RECEP 1702 SUB-WAITING WTAPT 1709 TLT STAFF TLSTF 1710 CLEAN UTILITY UTILC 1713 RADIOGRAPHY IGENL 1715 RADIOGRAPHY IGENL 1714 CONTROL CONTR 1718 DEXA SCAN IBONE 1711 DRESS DRSSB 1716 H/C DRESS DRSSH 1717 H/C TOILET TLGEN 1722 HC TOILET TLGEN 1719 STORAGE SGENL 1720 CONTROL CONTR 1721 FLUOROSCOPY IFLUO 1723 H/C DRESS DRSSH 1703 CORRIDOR CORRD 1601 HALLW 1727 OFFICE OGENL 1726 OFFICE OGENL 1725 OFFICE OGENL 1724 OFFICE OADMN 1639 OFFICE OGENL 1638 OFFICE OGENL 1637 OFFICE OGENL 17 STAIR STO3 1636 OFFICE OGEN2 1525 EVS EVSCL 1524 MANAGER OFFICE OADMIN1523 CT VIEWING OGENL 1522 CLEAN LINEN SLINC 1521 TOILET TLGEN 1518 H/C DRESS DRSSH 1519 DRESS DRESSB 1520 DRESS DRESSB 1301 VESTIBULE VESTI 1607 TELECOM EQRTR 1635 ULTRA SOUND 1608 MAMMOGRAPHY IMAMO 1635A ALCOVE, LINEN ALINS 1606 CORRIDOR CORRD 1625 H/C DRESS DRSSB 1626 DRESS DRSSB 1627 ADA DRESS DRSSA 1629 INTERVENTIONAL ULTRASOUND IUSND 1609 H/C TOILET TLGEN 1610 H/C TOILET TLGEN 1611 ULTRASOUND IUSND 1605 HALLW 1631 INTERVENTIONAL ULTRASOUND IUSND 109 CT SCAN ISCAN 110 CONTROL CONTR 1511 PREP UTILG 1516 COMPUTER WACMP 1512 VIEWING FVIEW 1510 FUTURE CT SCAN ISCAN 1513 PROCESSORS WACPR 1514 CONTROL CONTR 1505 CORRIDOR CORRD 1515 MRI EXAM IMRIM 1517 SOILED LINEN SLINS 1729 ADA DRESS DRSSA 1728 TLT STAFF TLSFT 1506 CORRIDOR CORRD 1507 CORRIDOR CORRD 1504 CORRIDOR CORRD 1600 CORRIDOR COORD 1602 CORRIDOR CORRD 1630 TOILET 18 HALLW 1633 MAMMOGRAPHY IMAMO 1833 EXAM ROOM EXROM13 EXAM ROOM EXROM 14 EXAM ROOM EXROM 16 (E) EXAM ROOM EXROM 19 EXAM ROOM EXROM 1832 EXAM ROOM EXROM 1816 EXAM ROOM EXROM 1815 EXAM ROOM EXROM 21 (E) EXAM ROOM EXROM 22 (E) EXAM ROOM EXROM 23 (E) EXAM ROOM EXROM 24 PROVIDER CONSULT ROOM CONSULT 25 (E) EXAM ROOM EXROM 26 (E) EXAM ROOM EXROM 27 (E) EXAM ROOM EXROM 1831 SPECIAL NEEDS EXAM ROOM EXSNA 1827D MA STATION MASTA 1827B MA STATION MASTA 1827C MA STATION MASTA 1827A MA STATION MASTA 1822B MA STATION MASTA 1822A MA STATION MASTA 1825A MA STATION MASTA 1825B MA STATION MASTA 28 CLEAN UTILITY UTILC 1820 (E) SOILED UTILITY UTILS 1821 MEDICAL GAS STORAGE SMGAS 29 MINOR PROCEDURE ROOM PRMIN 1829 CHARGE NURSE RNSTA 1902 TOILET TLGEN 1828 MEDICATION PREP ROOM MEDPR 30 WAITING ROOM WTAGN 1834 SHARED PROVIDER OFFICE OSHAR 31 EQUIPMENT STORAGE AEQST 1830 WEIGH IN APTWT 1825C WHEELCHAIR WEIGH IN APTWT/WCH 1818 (E) TOILET TLPAT 1825D STORAGE ALCOVE AEQST 1824 HALLWAY HALLW 1823 HALLWAY HALLW 1825 HALLWAY HALLW 1827 HALLWAY HALLW 1826 HALLWAY HALLW 1822 HALLWAY HALLW 1817 (E) TOILET TLPAT 1819 MINOR PROCEDURE PRMIN 1823A STORAGE ALCOVE AEQST 1708 ELECTRICAL EQMEC 1200 WAITING WTAGN 1203 OFFICE OGENL 1771 TLT STAFF TLSTF 1205 LOUNGE LNGST1202 RECEIVING RECVA 1201D WAITING WAGEN 1201C MEDS SMEDS KFHP 1100 ENTRY VESTIBULE 1101 LOBBY 103 BELOW STAIR 1500A OFFICE, GENERAL OGENL 1117 SECURITY OFFICE OGENL 1116 TLT STAFF TLSTF 1119 VESTIBULE VESTI 1115 SUPPLY CLOSET SCLOS 1102 RECEPTION RECEP 32 STAIR STO4 1105 ACCESSIBLE TOILET RM TLPUB 1106 NON-ACCESSIBLE TOILET RM TLPUB 1104 VESTIBULE VESTI 1113 ELECTRICAL EQELC 1110 MATERIALS MGMT SSUPP 1109 ELEV EQUIP EQELV 1111 MECH EQMEC 1114 TELECOM EQRTR 104 ELEV 1 ELEVA 105 MECH SHAFT MSHFT 106 ELEV 2 ELEVA 1108 ELEV LOBBY VESEL 107 MECH SHAFT MSHFT 1500 WTAGN 1112 CORRIDOR CORRD 1201A DISPENSING WADIS 1201B COMPOUNDING CMPDN 1103 VESTIBULE VESTI 1107 PHONES ATELE 1908 DATA EQRTR 1909 BLOOD DRAW ROOM BLDRR 1910 BLOOD DRAW 1911 STAFF LOUNGE 1900 WAITING 1906 EVSRM 1904 TOILET 1907 SSUPP 1914 LBTRY 1905 TLPTS 1903 TLPTS 34 CORRIDOR 1118 CORRIDOR 1612 IMAMO 1624 IUSND 1623 OPROV 1615 WSGEN 1619 TLGEN 1620 OPROV 1621 UTILS 1622 FPROC 1708A EXROM 1708B EXROM 1708 WSGEN 1704B EXROM 1704C UTILG 1704D EXROM 1704A MASTA SEE ENLARGED PLAN SHEET P0-12 DETAIL 1 SEE ENLARGED PLAN SHEET P0-13 DETAIL 1 A DVANCED T ECHNOLOGIES C ONSULTANTS,INC. 5755 OBERLIN DR., SUITE #112 SAN DIEGO CA. 92121 www.atconsultants.net TOLL FREE (866) 996-4152 OFFICE (858) 658-0304 FAX (858) 658-0307 ET GI RE S Exp. 06/30/26 FANAHCTI OTEF ILAC S ME C NRI O LA A NO. M30641 G ODNYERNQTOT OPRF IESS LE NE IONG ER AN R SHEET TITLE PROJECT FACILITY FAC NO:BLDG NO:FLOOR LEV:SECTION: KP PROJ. NO. PERMIT NO. 555 W. Fifth Street Suite 2950 | Los Angeles, CA 90013 USA Phone 310.820.4600 | Fax 310.207.4215 www.huitt-zollars.com ARCHITECT CONSULTANT ARCHITECT SEAL CONSULTANT SEAL KAISER FOUNDATION HOSPITALS NATIONAL FACILITIES SERVICES 1800 HARRISON STREET OAKLAND, CALIFORNIA 94612 ISSUE / REVISION LOG NO.ISSUED DATE 0 5' 50 ' GR A P H I C S C A L E S : 1/ 1 6 " = 1 ' - 0 " 0 25 ' 1/ 8 " = 1 ' - 0 " 5' 0 12 ' 1/ 4 " = 1 ' - 0 " 1' 0 6' 1/ 2 " = 1 ' - 0 " 1' 0 2' 1- 1 / 2 " = 1 ' - 0 " 0 1' 3" = 1 ' - 0 " IF T H I S S H E E T I S N O T 30 " x 4 2 " , I T I S A R E D U C E D PR I N T - S C A L E AC C O R D I N G L Y AGENCY APPLICATION NUMBER AGENCY APPROVAL STAMP THIS DOCUMENT IS THE PROPERTY OF THE OWNER AND IS NOT TO BE USED WITHOUT OWNER'S WRITTEN PERMISSION. HZ PROJ. NO. P:\22-HZ-117 HBM 1st Flr KPOJ Remodel\MECH\Revit Files\MECH_R314412.35 KP HBM KPOJ_A20.rvt 10/27/2025 2:43:04 PM KP HBM 1ST FLR KPOJ P0-11 PLAN - DEMO OVERALL 1ST FLR CA394-1 -01 - CAP027721 - R314412.35 HARBOR/MacARTHUR MEDICAL OFF 3401 S. HARBOR BLVD. SANTA ANA, CALIFORNIA 92704 22-HZ-117 GENERAL NOTES SHEET KEYNOTES LEGEND AREA OF WORK NOT APPLICABLE. NOT APPLICABLE. TRUE NORTH PLAN NORTH 1/16" = 1'-0"PLAN - DEMO OVERALL 1ST FLR 01 CITY SUBMITTAL 11/03/2025 36 39 41 45 46 49 53 N T Y Z K L U Q R 38 42 47 M 1601 HALLW 1635A ALCOVE, LINEN ALINS 1606 CORRIDOR CORRD 1625 H/C DRESS DRSSB 1626 DRESS DRSSB 1629 INTERVENTIONAL ULTRASOUND IUSND 1609 H/C TOILET TLGEN 1610 H/C TOILET TLGEN 1611 ULTRASOUND IUSND 1631 INTERVENTIONAL ULTRASOUND IUSND 1600 CORRIDOR COORD 1602 CORRIDOR CORRD 1630 TOILET 1612 IMAMO 1624 IUSND 1623 OPROV 1615 WSGEN 1619 TLGEN 1620 OPROV 1621 UTILS 1622 FPROC1 1 1 1 (E) 6" W (E) 4" W (E) 3/4" CW (E) 3/4" HW (E) 4" W (E) 1" HW (E) 1" CW (E) 3/4" HW (E) 1 1/2" V (E) 3/4" CW (E) WCO (TYP.) (E) 2" V (E) 4" W (E) 4" W (E) 6" W (E) WCO (TYP.) 1 POD POD (E) 2" V POD POD POD POD POD POD POD POD POD POD 2 2 3 4 1 TRUE NORTH PLAN NORTH A DVANCED T ECHNOLOGIES C ONSULTANTS,INC. 5755 OBERLIN DR., SUITE #112 SAN DIEGO CA. 92121 www.atconsultants.net TOLL FREE (866) 996-4152 OFFICE (858) 658-0304 FAX (858) 658-0307 ET GI RE S Exp. 06/30/26 FANAHCTI OTEF ILAC S ME C NRI O LA A NO. M30641 G ODNYERNQTOT OPRF IESS LE NE IONG ER AN R SHEET TITLE PROJECT FACILITY FAC NO:BLDG NO:FLOOR LEV:SECTION: KP PROJ. NO. PERMIT NO. 555 W. Fifth Street Suite 2950 | Los Angeles, CA 90013 USA Phone 310.820.4600 | Fax 310.207.4215 www.huitt-zollars.com ARCHITECT CONSULTANT ARCHITECT SEAL CONSULTANT SEAL KAISER FOUNDATION HOSPITALS NATIONAL FACILITIES SERVICES 1800 HARRISON STREET OAKLAND, CALIFORNIA 94612 ISSUE / REVISION LOG NO.ISSUED DATE 0 5' 50 ' GR A P H I C S C A L E S : 1/ 1 6 " = 1 ' - 0 " 0 25 ' 1/ 8 " = 1 ' - 0 " 5' 0 12 ' 1/ 4 " = 1 ' - 0 " 1' 0 6' 1/ 2 " = 1 ' - 0 " 1' 0 2' 1- 1 / 2 " = 1 ' - 0 " 0 1' 3" = 1 ' - 0 " IF T H I S S H E E T I S N O T 30 " x 4 2 " , I T I S A R E D U C E D PR I N T - S C A L E AC C O R D I N G L Y AGENCY APPLICATION NUMBER AGENCY APPROVAL STAMP THIS DOCUMENT IS THE PROPERTY OF THE OWNER AND IS NOT TO BE USED WITHOUT OWNER'S WRITTEN PERMISSION. HZ PROJ. NO. P:\22-HZ-117 HBM 1st Flr KPOJ Remodel\MECH\Revit Files\MECH_R314412.35 KP HBM KPOJ_A20.rvt 10/27/2025 2:43:05 PM KP HBM 1ST FLR KPOJ P0-12 PLAN - DEMO 1ST FLR - CLINICAL AREA CA394-1 -01 - CAP027721 - R314412.35 HARBOR/MacARTHUR MEDICAL OFF 3401 S. HARBOR BLVD. SANTA ANA, CALIFORNIA 92704 22-HZ-117 GENERAL NOTES SHEET KEYNOTES LEGEND KEYPLAN 1. DEMO EXISTING PLUMBING FIXTURE COMPLETELY. CAP WASTE PIPE BELOW SLAB AND VENT PIPE BACK TO SOURCE ABOVE CEILING. CAP WATER UTILITIES BACK TO MAIN TO ELIMINATE DEAD LEG. 2. EXISTING UTILITIES BETWEEN WALL CAVITY TO BE DEMO COMPLETELY. PLUMBING CONTRACTOR TO FIELD VERIFY PRIOR TO DEMOLITION. 3. DEMO EXISTING WASTE PIPE BELOW FINISH FLOOR AND VENT PIPE ABOVE CEILING. 4. EXISTING WASTE PIPE BETWEEN WALL CAVITY SHALL BE REUSED. DEMO (E) WALL CLEAN OUT AND REPLACE PIPE FITTING AS REQUIRED. VENT PIPE SHALL BE MODIFIED AND EXTENDED TO NEW PLUMBING FIXTURE PER SHEET P1-12. NOT APPLICABLE 1. REFER TO SHEET P0-01. TRUE NORTH PLAN NORTH 1/4" = 1'-0"PLAN - DEMO 1ST FLR - KPOJ - CLINICAL AREA 01 CITY SUBMITTAL 11/03/2025 302926 33 34 36 C N A E K L 38 M 27.827 31 F B D G J 1702 SUB-WAITING WTAPT 1709 TLT STAFF TLSTF 1708A EXROM 1708B EXROM 1708 WSGEN 1704B EXROM 1704C UTILG 1704D EXROM 1704A MASTA 1 11 TRUE NORTH PLAN NORTH A DVANCED T ECHNOLOGIES C ONSULTANTS,INC. 5755 OBERLIN DR., SUITE #112 SAN DIEGO CA. 92121 www.atconsultants.net TOLL FREE (866) 996-4152 OFFICE (858) 658-0304 FAX (858) 658-0307 ET GI RE S Exp. 06/30/26 FANAHCTI OTEF ILAC S ME C NRI O LA A NO. M30641 G ODNYERNQTOT OPRF IESS LE NE IONG ER AN R SHEET TITLE PROJECT FACILITY FAC NO:BLDG NO:FLOOR LEV:SECTION: KP PROJ. NO. PERMIT NO. 555 W. Fifth Street Suite 2950 | Los Angeles, CA 90013 USA Phone 310.820.4600 | Fax 310.207.4215 www.huitt-zollars.com ARCHITECT CONSULTANT ARCHITECT SEAL CONSULTANT SEAL KAISER FOUNDATION HOSPITALS NATIONAL FACILITIES SERVICES 1800 HARRISON STREET OAKLAND, CALIFORNIA 94612 ISSUE / REVISION LOG NO.ISSUED DATE 0 5' 50 ' GR A P H I C S C A L E S : 1/ 1 6 " = 1 ' - 0 " 0 25 ' 1/ 8 " = 1 ' - 0 " 5' 0 12 ' 1/ 4 " = 1 ' - 0 " 1' 0 6' 1/ 2 " = 1 ' - 0 " 1' 0 2' 1- 1 / 2 " = 1 ' - 0 " 0 1' 3" = 1 ' - 0 " IF T H I S S H E E T I S N O T 30 " x 4 2 " , I T I S A R E D U C E D PR I N T - S C A L E AC C O R D I N G L Y AGENCY APPLICATION NUMBER AGENCY APPROVAL STAMP THIS DOCUMENT IS THE PROPERTY OF THE OWNER AND IS NOT TO BE USED WITHOUT OWNER'S WRITTEN PERMISSION. HZ PROJ. NO. P:\22-HZ-117 HBM 1st Flr KPOJ Remodel\MECH\Revit Files\MECH_R314412.35 KP HBM KPOJ_A20.rvt 10/27/2025 2:43:06 PM KP HBM 1ST FLR KPOJ P0-13 PLAN - DEMO 1ST FLR - PROVIDE ENCLAVE CA394-1 -01 - CAP027721 - R314412.35 HARBOR/MacARTHUR MEDICAL OFF 3401 S. HARBOR BLVD. SANTA ANA, CALIFORNIA 92704 22-HZ-117 TRUE NORTH PLAN NORTH GENERAL NOTES SHEET KEYNOTES LEGEND KEYPLAN NOT APPLICABLE. 1. REFER TO SHEET P0-01. 1/4" = 1'-0"PLAN - DEMO 1ST FLR - PROVIDER ENCLAVE 01 1. DEMO EXISTING PLUMBING FIXTURE COMPLETELY. CAP WASTE PIPE BELOW SLAB AND VENT PIPE BACK TO SOURCE ABOVE CEILING. CAP WATER UTILITIES BACK TO MAIN TO ELIMINATE DEAD LEG. CITY SUBMITTAL 11/03/2025 OV O V O V OV OV O V OV OV VOVO AO AO VO AO AOV AO VO VO MGZ V V V V A A A V A 2'' 4'' 5'' 6'' 9'' 11'' 12'' 14'' Z'' X'' P'' Q'' V'' T'' S'' K'' H'' D'' B'' L'' N'' 302926 33 34 36 39 41 45 46 49 53 54 57 C C N N T V Y Z BB CC EE GG HH JJ AA EE KK LL 20 17 16 1 5 SEE ENLARGED PLAN SHEET P1-12 DETAIL 1 A DVANCED T ECHNOLOGIES C ONSULTANTS,INC. 5755 OBERLIN DR., SUITE #112 SAN DIEGO CA. 92121 www.atconsultants.net TOLL FREE (866) 996-4152 OFFICE (858) 658-0304 FAX (858) 658-0307 ET GI RE S Exp. 06/30/26 FANAHCTI OTEF ILAC S ME C NRI O LA A NO. M30641 G ODNYERNQTOT OPRF IESS LE NE IONG ER AN R SHEET TITLE PROJECT FACILITY FAC NO:BLDG NO:FLOOR LEV:SECTION: KP PROJ. NO. PERMIT NO. 555 W. Fifth Street Suite 2950 | Los Angeles, CA 90013 USA Phone 310.820.4600 | Fax 310.207.4215 www.huitt-zollars.com ARCHITECT CONSULTANT ARCHITECT SEAL CONSULTANT SEAL KAISER FOUNDATION HOSPITALS NATIONAL FACILITIES SERVICES 1800 HARRISON STREET OAKLAND, CALIFORNIA 94612 ISSUE / REVISION LOG NO.ISSUED DATE 0 5' 50 ' GR A P H I C S C A L E S : 1/ 1 6 " = 1 ' - 0 " 0 25 ' 1/ 8 " = 1 ' - 0 " 5' 0 12 ' 1/ 4 " = 1 ' - 0 " 1' 0 6' 1/ 2 " = 1 ' - 0 " 1' 0 2' 1- 1 / 2 " = 1 ' - 0 " 0 1' 3" = 1 ' - 0 " IF T H I S S H E E T I S N O T 30 " x 4 2 " , I T I S A R E D U C E D PR I N T - S C A L E AC C O R D I N G L Y AGENCY APPLICATION NUMBER AGENCY APPROVAL STAMP THIS DOCUMENT IS THE PROPERTY OF THE OWNER AND IS NOT TO BE USED WITHOUT OWNER'S WRITTEN PERMISSION. HZ PROJ. NO. P:\22-HZ-117 HBM 1st Flr KPOJ Remodel\MECH\Revit Files\MECH_R314412.35 KP HBM KPOJ_A20.rvt 10/27/2025 2:43:08 PM KP HBM 1ST FLR KPOJ P1-11 PLAN - REMODEL OVERALL 1ST FLR CA394-1 -01 - CAP027721 - R314412.35 HARBOR/MacARTHUR MEDICAL OFF 3401 S. HARBOR BLVD. SANTA ANA, CALIFORNIA 92704 22-HZ-117 GENERAL NOTES SHEET KEYNOTES LEGEND AREA OF WORK NOT APPLICABLE. NOT APPLICABLE. TRUE NORTH PLAN NORTH 1/16" = 1'-0"PLAN - REMODEL OVERALL 1ST FLR 01 CITY SUBMITTAL 11/03/2025 T 36 39 41 45 46 49 53 N T Y Z K L U Q R 38 42 47 M S 2 S 1 L 1 WC 1 S 1 1 1 3 4 2 S 22 S 22 S 22 1601 HALLW 1635A ALINS 1606 CORRD 1629 IUSND 1609 TLGEN 1610 TLGEN1611 IUSND 1631 IUSND 1602 CORRD 1630 TOILET 1617 EXROM 1616 EXROM 1614 EXROM 1612A HALLW 1620 TRAUD 1619 TLPAT 1615 EXROM 1521 TLGEN 1625 DRSSB 1626 DRSSB 1624 IUSND 1613 MEDPR 1612C WSPRO 1621 UTILS 1618 SCLSU SS 2 12 SS 15 (E) 6" W (E) 4" W (E) 3/4" CW (E) 3/4" HW (E) 1" HW (E) 1" CW (E) 3/4" HW (E) 1 1/2" V (E) 3/4" CW (E) 2" V (E) 4" W (E) 4" W (E) 6" W (E) WCO (TYP.) 1600 CORRIDOR COORD (E) 4" W (E) 2" V 1" CW 3/4" CD WCO POC POC POC POC 6 POC POC POCs POC POC POC POC POC 3/4" HW 3/4" CW 3/4" CW 3/4" HW 1 1/2" V 4" W WCO 1" CW 8 DLA 17 3/4" CW 3/4" HW 1612B WSGEN POC WCO WCO FCO 11 9 10 EW 1 5 TRUE NORTH PLAN NORTH A DVANCED T ECHNOLOGIES C ONSULTANTS,INC. 5755 OBERLIN DR., SUITE #112 SAN DIEGO CA. 92121 www.atconsultants.net TOLL FREE (866) 996-4152 OFFICE (858) 658-0304 FAX (858) 658-0307 ET GI RE S Exp. 06/30/26 FANAHCTI OTEF ILAC S ME C NRI O LA A NO. M30641 G ODNYERNQTOT OPRF IESS LE NE IONG ER AN R SHEET TITLE PROJECT FACILITY FAC NO:BLDG NO:FLOOR LEV:SECTION: KP PROJ. NO. PERMIT NO. 555 W. Fifth Street Suite 2950 | Los Angeles, CA 90013 USA Phone 310.820.4600 | Fax 310.207.4215 www.huitt-zollars.com ARCHITECT CONSULTANT ARCHITECT SEAL CONSULTANT SEAL KAISER FOUNDATION HOSPITALS NATIONAL FACILITIES SERVICES 1800 HARRISON STREET OAKLAND, CALIFORNIA 94612 ISSUE / REVISION LOG NO.ISSUED DATE 0 5' 50 ' GR A P H I C S C A L E S : 1/ 1 6 " = 1 ' - 0 " 0 25 ' 1/ 8 " = 1 ' - 0 " 5' 0 12 ' 1/ 4 " = 1 ' - 0 " 1' 0 6' 1/ 2 " = 1 ' - 0 " 1' 0 2' 1- 1 / 2 " = 1 ' - 0 " 0 1' 3" = 1 ' - 0 " IF T H I S S H E E T I S N O T 30 " x 4 2 " , I T I S A R E D U C E D PR I N T - S C A L E AC C O R D I N G L Y AGENCY APPLICATION NUMBER AGENCY APPROVAL STAMP THIS DOCUMENT IS THE PROPERTY OF THE OWNER AND IS NOT TO BE USED WITHOUT OWNER'S WRITTEN PERMISSION. HZ PROJ. NO. P:\22-HZ-117 HBM 1st Flr KPOJ Remodel\MECH\Revit Files\MECH_R314412.35 KP HBM KPOJ_A20.rvt 11/3/2025 7:01:11 AM KP HBM 1ST FLR KPOJ P1-12 PLAN - REMODEL 1ST FLR - CLINICAL AREA CA394-1 -01 - CAP027721 - R314412.35 HARBOR/MacARTHUR MEDICAL OFF 3401 S. HARBOR BLVD. SANTA ANA, CALIFORNIA 92704 22-HZ-117 GENERAL NOTES SHEET KEYNOTES LEGEND KEYPLAN 1. NEW WALL MOUNTED HAND WASH SINK. REFER TO PLUMBING FIXTURE SCHEDULE SHEET P6-01 FOR MORE DETAIL. 2. NEW COUNTER MOUNT HAND WASH SINK. REFER TO PLUMBING FIXTURE SCHEDULE SHEET P6-01 FOR MORE DETAIL. 3. NEW LAVATORY SINK. REFER TO PLUMBING FIXTURE SCHEDULE SHEET P6-01 FOR MORE DETAIL. 4. NEW WATER CLOSET. REFER TO PLUMBING FIXTURE SCHEDULE SHEET P6-01 FOR MORE DETAIL. 5. NEW SERVICE SINK. REFER TO PLUMBING FIXTURE SCHEDULE SHEET P6-01 FOR MORE DETAIL. 6. INSTALL NEW SHUT-OFF VALVES. VALVE SIZE TO MATCH EXISTING LINE SIZE. 7. PROVIDE AND INSTALL COMPLETELY OPERATIONAL ISIMET WATER CONTROL SYSTEM CONTROLLER (DLA-1) IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATONS AND INSTRUCTIONS. REFER TO ARCH FLOOR PLAN FOR EXACT WALL LOCATION. SEE ELECTRICAL PLAN FOR 120V POWER CONNECTION. REFER TO PLUMBING SCHEDULE FOR MORE DETAILS. 8. NEW PRE-ASSEMBLY VALVES ENCLOSURE. INSTALL PER MANUFACTURER'S RECOMMENDATIONS AND INSTRUCTIONS. REFER TO ARCH. FLOOR PLAN FOR EXACT WALL LOCATION. PROVIDE SEPARATE CONDUIT FOR CONTROL WIRING AND LINE POWER WIRE FROM DLA-1 CONTROLLER. 9. PROVIDE SECONDARY DRAIN PAN BELOW FAN COIL UNIT. 10. ROUTE 3/4" SECONDARY CD PIPE TO AN AREA THAT IS DIRECTLY OVER FINISH FLOOR. TERMINATE DISCHARGE END 2" BELOW FINISH CEILING TILE WITH CHROME ESCUTCHEON PLATE. 11. ROUTE PRIMARY 3/4" CD PIPE TO SERVICE SINK AND CONNECT TO SINK TAILPIECE BELOW COUNTER. 12. NEW SWING DOWN EYE WASH. REFER TO PLUMBING FIXTURE SCHEDULE SHEET P6-01 FOR MORE DETAIL. 1. REFER TO SHEET P0-01. TRUE NORTH PLAN NORTH 1/4" = 1'-0"PLAN - REMODEL 1ST FLR - KPOJ - CLINICAL AREA 01 1.PLUMBING CONTRACTOR IS REQUIRED TO SUBMIT DEMOLITION AND EXCAVATION DRAWINGS WITH PLUMBING LINES FOR APPROVAL PRIOR TO DOING ANY WORK. CITY SUBMITTAL 11/03/2025 N V X O ' M F-- O � J zaz cf) 0 0 — W wv o O = W v COaQ cn Q W �CQ �!z L 0 O O O Eo O N II W R O 0 0 EO 0 PLUMBING FIXTURE SCHEDULE Plam ROUGH -IN -SIZE MARK FIXTURE DESCRIPTION/REMARKS S/W V CW HW ICW IHW ZURN WALL HUNG LAVATORY MODEL #Z5341, VITREOUS CHINA, 6 3/8 DEEP BASIN, SINGLE FAUCET HOLE. ZURN CONCEALED ARMS WALL SUPPORT MODEL #Z1251. CHICAGO 116.428.AB.1 DECK MOUNTED GOOSENECK FAUCET W/ DUAL BEAM INFRARED S HAND WASH SINK 2" 1 1/2" 1/2 1/2 - _ SENSOR, WITH 1.5 GPM LAMINAR FLOW INSERT, 120V/12V TRANSFORM R PLUG-IN 1 SINGLE USE CHICAGO 240.630.00.1., CHICAGO TEMPERING MIXING VAL 122L7AWITN ZURN. ZURN 1 1/2" P-TRAP, MODEL #Z8702-PC. ZURN DRAIII FITT SIG No TAILPIECE, MODEL #Z8743-1-PC. ZURN FLEXIBLE SUPPLIES Z880 -XL-LR-PC. TRUEBRO LAV-GUARD2 TRAP AND SUPPLY STOP PROTECTORS. CORIAN SOLID SURFACE INTEGRAL/UNDERMOUNT SINK MODEL #8254. HICAGO 116.428.AB.1 DECK MOUNTED GOOSENECK FAUCET W/ DUAL BEAM IN RARED SENSOR, WITH 1.5 GPM LAMINAR FLOW INSERT, CHICAGO TEMPERING MIXING VA VE 122-CABNF, S HAND WASH 120V/12V TRANSFORMER PLUG-IN SINGLE USE CHICAGO 240.630.00.1 JUST MFG. SINK 2 1 12 /// 12 12 - - #J-ADA-35 STAINLESS STEEL DRAIN W/ STRAINER AND TAILPIECE. JUT UFCL 2 #JT-150 CHROME PLATED 1 1/2" P-TRAP. CHICAGO #1006-ABCP A GL aq SUPPLIES. JUST MFG. #SLF-ADA-17519-A-GR SINGLE BOWL, LEDGEBACK WITH I T L 316 STAINLESS STEEL, 5 1/2" DEEP, CENTER REAR DRAIN, ONE HOLff CENTERED. CHICAGO 116.428.AB.1 DECK MOUNTED GOOSENECK FAUCET W/ DUAL BEAM INFRARED SS SERVICE 2,> 1 1/2" 1/2 1/2 - _ SENSOR, WITH 1.5 GPM LAMINAR FLOW INSERT, 120V/12V TRANSFORMER PLUG-IN 1 SINK SINGLE USE CHICAGO 240.630.00.1. CHICAGO TEMPERING MIXING VALV JUST MFG. #J-ADA-35 STAINLESS STEEL DRAIN W/ STRAINER AND TAILPIECE. JUST MFG. #JT-150 CHROME PLATED 1 1/2" P-TRAP. ZURN FLEXIBLE SUPPLIES/ANGLE STOPS Z8804-XL-LR-PC. JUST MFG. #SL-ADA-2125-A-GR SINGLE BOWL, LEDGEBACK WITH INTEGRA-FLOW, 316 STAINLESS STEEL, 5 1/2" DEEP, CENTER REAR DRAIN, ONE HOLE CENTERED. CHICAGO 116.428.AB.1 DECK MOUNTED GOOSENECK FAUCET W/ DUAL BEAM INFRARED SENSOR, SS SERVICE 2'> 1 1/2" 1/2 1/2 - _ WITH 1.5 GPM LAMINAR FLOW INSERT, 120V/12V TRANSFORMER PLUG-IN SINGLE USE 2 SINK CHICAGO 240.630.00.1. CHICAGO TEMPERING MIXING VALVE 122-CABNF. JUST MFG. #J-ADA-35 STAINLESS STEEL DRAIN W/ STRAINER AND TAILPIECE. JUST MFG. #JT-150 CHROME PLATED 1 1/2" P-TRAP. ZURN FLEXIBLE SUPPLIES/ANGLE STOPS Z8804-XL-LR-PC. ZURN H.E.T. ELONGATED WATER CLOSET, MODEL Z5645-BWL, FLOOR MOUNTED VITREOUS CHINA, BACK OUTLET W/ 1 1/2" TOP STUD. ZURN EXPOSED FLUSH WC WATER CLOSET 4- 2" 1" - - _ VALVE MANUAL, MODEL #Z600AV-ONE, QUIET DIAPHRAGM -TYPE AND 1.1 GPF. 1 (ADA) ZURN TOILET SEAT, MODEL #Z5955SS-EL, ELONGATED, OPEN FRONT LESS COVER. MOUNT AT ADA ACCESSIBLE HEIGHT. ZURN WALL HUNG LAVATORY MODEL #Z5341, VITREOUS CHINA, 6 3/8" DEEP BASIN, SINGLE FAUCET HOLE. ZURN CONCEALED ARMS WALL SUPPORT MODEL #Z1251. CHICAGO 116.428.AB.1 DECK MOUNTED GOOSENECK FAUCET W/ DUAL BEAM INFRARED L LAVATORY SENSOR, WITH 0.5 GPM LAMINAR FLOW INSERT, 120V/12V TRANSFORMER PLUG-IN SINK 2" 1 1 /2" 1 /2" 1 /2" — — SINGLE USE CHICAGO 240.630.00.1., CHICAGO TEMPERING MIXING VALVE 122—CABNF. 1 ZURN. ZURN 1 1/2" P—TRAP, MODEL #Z8702—PC. ZURN DRAIN FITTING W/ TAILPIECE, MODEL #Z8743-1-PC. ZURN FLEXIBLE SUPPLIES Z8804-XL-LR-PC. TRUEBRO LAV-GUARD2 TRAP AND SUPPLY STOP PROTECTORS. ISIMEf UTILITY CONTROLLER SYSTEM MODEL DLA-LVL-K-S-3-1-0-LL-V, 12VDC LATCHING SOLENOID OUTPUT, KEY SWITCH CONTROL, FLUSH MOUNT, 1/2" HW AND 1" CW NO -LEAD VALVE ASSEMBLY. VALVES ASSEMBLY SHALL BE INSTALLED IN DLA DRUG LAB PRE -ASSEMBLY ENCLOSURE MODEL S-1-2-1-5-2-K-L, BRUSHED STAINLESS STEEL 1 UTILITY CONTROLLER _ - 1 1/2" _ -HOUSING, FLUSH MOUNT, KEYED LOCK, AND DOOR LOUVER ENCLOSURE COVER. GUARDIAN GBF1849LH-L BARRIER -FREE EYEWASH, DECK MOUNTED, AUTOFLOW 90' SWING -DOWN. GUARDIAN THERMOSTATIC MIXING VALVE G6020 LEAD FREE. UNIT SHALL EW EYEWASH BE FULLY ASSEMBLED AND HYDROSTATICALLY TESTED TO MEET OR EXCEED ISEA (SWING DOWN) — — 1 /2 1 /2 — — Z358.1. 1 ling and Bung Agen �NTEm 2 PERMIT ISSUANCI rl I D: I PLUMBING FIXTURES SCHEDULE NTS 1 03 1 PLUMBING MATERIAL SCHEDULE A. WATER PIPE - BELOW GRADE AND DOWNSTREAM OF BUILDING S.O.V. TYPE "K" COPPER WITH WROUGHT COPPER FITTINGS AND "NO -LEAD" SOLDER. ABOVE GRADE, TYPE "L" COPPER WITH WROUGHT COPPER FITTINGS AND "NO -LEAD" SOLDER. B. ALL HOT WATER AND HOT WATER RETURN PIPING SHALL BE INSULATED WITH INSULATION OF 1 " THICK OR R-VALUE OF 7.7 PER ENERGY CODE TABLE 120.3-A. C. SEWER AND VENT PIPE - BELOW AND ABOVE BUILDING SLAB, SERVICE WEIGHT (HUB LESS) CAST IRON SOIL PIPE AND STAINLESS STEEL STRAP FITTINGS. BELOW GRADE 5 FEET OUTSIDE OF BUILDING SCHEDULE 40 PVC PIPE AND FITTINGS. D. CLEVIS OR SPLIT RING TYPE PIPE HANGERS. "PLUMBERS TAPE" IS NOT PERMITTED. I PLUMBING MATERIAL SCHEDULE NTS 1 02 1 VALVE SCHEDULE SIZE (IN) DESCRIPTION/REMARKS 1/2 NIBCO BRONZE BALL VALVE, MODEL S-585-80-LF, TWO-PIECE BODY, FULL PORT, BLOWOUT -PROOF STEM, SOLDER ENDS, 600 PSI COLD WORKING PRESSURE. NSF/ANSI 61 /372-8 APPROVED. LEAD FREE. 3/4 1 1 1/2 KAISER FOUNDATION HOSPITALS NATIONAL FACILITIES SERVICES 1800 HARRISON STREET OAKLAND, CALIFORNIA 94612 ISSUE / REVISION LOG NO. ISSUED CITY SUBMITTAL ARCHITECT DATE 11 /03/2025 Hu«rzo�L-A-RS- 555 W. Fifth Street Suite 2950 1 Los Angeles, CA 90013 USA Phone 310.820.4600 I Fax 310.207.4215 www. h uitt-zollars.com CONSULTANT ■® ADVANCED 00 TECHNOLOGIES CONSULTANTS, INC. 5755 OBERLIN DR., SUITE #112 SAN DIEGO CA. 92121 OFFlCE (858) 658-0304 www.atconsultants.net FAX (858) 658-0307 ARCHITECT SEAL I CONSULTANT SEAL M30641 06/30/26 22-HZ-117 THIS DOCUMENT IS THE PROPERTY OF THE OWNER AND IS NOT TO BE USED WITHOUT OWNER'S WRITTEN PERMISSION. AGENCY APPLICATION NUMBER AGENCY APPROVAL STAMP FACILITY HARBOR/MacARTHUR MEDICAL OFF 3401 S. HARBOR BLVD. SANTA ANA, CALIFORNIA 92704 PROJECT KP HBM 1ST FLR KPOJ SHEET TITLE SCHEDULES - PLUMBING FAC N0: CA-394-1 BLDG NO: - FLOOR LEV: - SECTION: - HZ PROJ. NO. R314412.35 KP PROJ. NO. CAP027721 PERMIT NO. 01 VALVE SCHEDULE NTS 1 01 P6-01 A. CLASSES OF CONCRETE USAGE: ALL NEW CONCRETE 1. PROVIDE f'c=4000 PSI 28 DAY MINIMUM COMPRESSIVE STRENGTH, NORMALWEIGHT CONCRETE, MAXIMUM WATER TO CEMENT RATIO OF 0.45, AND MAX AGGREGATE SIZE OF 3/4". 2. NORMAL WEIGHT AGGREGATE SHALL BE NONREACATIVE AS DETERMINED BY ONE OF THE METHODS OF ASTM C33 APPENDIX XI: METHODS FOR EVALUATING POTENTIAL FOR DELETERIOUS EXPANSION DUE TO ALKAI REACTIVITY OF AN AGGREGATE. AGGREGATES DEEMED TO BE DELETERIOUS OR POTENTIALLY DELETERIOUS MAY BE USED WITH THE ADDITION OF A MATERIAL THAT HAS BEEN SHOWN TO PREVENT HARMFUL EXPANSION IN ACCORDANCE WITH APPENDIX XI OF ASTM C33, WHEN APPROVED BY THE BUILDING OFFICIAL. 3. THE MAXIMUM PERCENTAGE OF POZZOLANS, INCLUDING FLY ASH AND SILICA FUME, AND SLAG CEMENT IN CONCRETE ASSIGNED TO ALL EXPOSURE CATEGORIES SHALL PER THE FOLLOWING: a) THE MAXIMUM PERCENTAGE LIMITS SHALL INCLUDE THE FLY ASH OR OTHER POZZOLANS, SLAB CEMENT, AND SILICA FUME USED IN THE MANUFACTURE OF ASTM C595 AND C1157 BLENDED CEMENTS. b) THE INDIVIDUAL LIMITS SHALL APPLY REGARDLESS OF THE NUMBER OF CEMENTITIOUS MATERIALS IN A CONCRETE MIX. LIMITS ON CEMENTITIOUS MATERIALS FOR CONCRETE 4. THE CONCRETE MIX DESIGNS SHALL BE SUBMITTED FOR REVIEW AND APPROVAL BY THE REGISTERED DESIGN PROFESSIONAL PRIOR TO FABRICATION AND INSTALLATION. B. HORIZONTAL CONSTRUCTION JOINTS IN CONCRETE POURS 1. THERE SHALL BE NO HORIZONTAL CONSTRUCTION JOINTS IN ANY CONCRETE POURS UNLESS SHOWN ON THE DRAWINGS. THE ARCHITECT/ENGINEER SHALL APPROVE ALL DEVIATIONS OR ADDITIONAL JOINTS IN WRITING. C. REINFORCING STEEL 1. ALL REINFORCING STEEL SHALL BE ASTM A 615 GRADE 60 UNLESS NOTED OTHERWISE ON THE DRAWINGS OR IN THESE NOTES. 2. REINFORCING STEEL: PROVIDE REINFORCING STEEL CONFORMING TO ASTM A 706 FOR ALL REINFORCING STEEL REQUIRED TO BE WELDED AND WHERE NOTED ON THE DRAWINGS. 3. HEADED STUD ANCHORS FOR EMBEDDED PLATES: AWS D1.1 TYPE A STUDS MANUFACTURED IN CONFORMANCE WITH SPECIFICATION ASTM A 108 WITH A MINIMUM TENSILE STRENGTH OF 61,000 PSI. D. REINFORCING STEEL COVERAGE 1. REINFORCING STEEL COVERAGE SHOULD CONFORM TO THE COVER SPECIFIED ON DETAILS. COVER SPECIFIED SHALL BE CONSIDERED MINIMUMS THAT MAY REQUIRE INCREASING WHERE REINFORCING STEEL INTERSECTS FOR DIFFERENT MEMBER TYPES. COVER IN STRUCTURAL MEMBERS NOT SPECIFIED IN THE DETAILS SHALL CONFORM TO THE REQUIREMENTS OF ACI 318 UNLESS SPECIFIED OTHERWISE ON THE DRAWINGS. E. SPLICES AND HOOKS IN REINFORCING STEEL 1. SPLICE LOCATION AND TYPE AND HOOKS FOR UNSCHEDULED BEAMS, SLABS AND WALLS: a. BEAMS AND SLABS. UNSCHEDULED BEAMS AND SLABS, INCLUDING GRADE BEAMS, SHALL HAVE CONTINUOUS TOP BARS LAPPED AT MIDSPAN BETWEEN SUPPORTS WITH A CLASS B TENSION SPLICE. BOTTOM BARS SHALL BE LAPPED AT THE SUPPORTS WITH A CLASS B TENSION SPLICE. ALL BEAM BARS SHALL BE HOOKED AT DISCONTINUOUS END, UNLESS NOTED OTHERWISE. FLY ASH OR OTHER POZZOLANS CONFORMING TO ASTM C618 SLAG CEMENT CONFORMING TO ASTM C989 SIICA FUME CONFORMING TO ASTM C1240 TOTAL OF FLY ASH OR OTHER POZZOLANS AND SILICA FUME TOTAL OF FLY ASH OR OTHER POZZOLANS, SLAG CEMENT, AND SILICA FUME CEMENTITIOUS MATERIALS MAXIMUM PERCENT OF TOTAL CEMENTITIOUS MATERIALS BY MASS 25 50 10 35 50 R SHEET TITLE PROJECT FACILITY FAC NO:BLDG NO:FLOOR LEV:SECTION: KP PROJ. NO. PERMIT NO. 555 W. Fifth Street Suite 2950 | Los Angeles, CA 90013 USA Phone 310.820.4600 | Fax 310.207.4215 www.huitt-zollars.com ARCHITECT CONSULTANT ARCHITECT SEAL CONSULTANT SEAL KAISER FOUNDATION HOSPITALS NATIONAL FACILITIES SERVICES 1800 HARRISON STREET OAKLAND, CALIFORNIA 94612 ISSUE / REVISION LOG NO.ISSUED DATE 0 5' 50 ' GR A P H I C S C A L E S : 1/ 1 6 " = 1 ' - 0 " 0 25 ' 1/ 8 " = 1 ' - 0 " 5' 0 12 ' 1/ 4 " = 1 ' - 0 " 1' 0 6' 1/ 2 " = 1 ' - 0 " 1' 0 2' 1- 1 / 2 " = 1 ' - 0 " 0 1' 3" = 1 ' - 0 " IF T H I S S H E E T I S N O T 30 " x 4 2 " , I T I S A R E D U C E D PR I N T - S C A L E AC C O R D I N G L Y AGENCY APPLICATION NUMBER AGENCY APPROVAL STAMP THIS DOCUMENT IS THE PROPERTY OF THE OWNER AND IS NOT TO BE USED WITHOUT OWNER'S WRITTEN PERMISSION. HZ PROJ. NO. HARBOR/MACARTHUR MEDICAL OFF 3401 S. HARBOR BLVD. SANTA ANA, CALIFORNIA 92704 S09.22022.00 Au t o d e s k D o c s : / / S 0 9 - 2 2 0 2 2 - 0 0 K a i s e r H B M 1 s t F l r K P O J/ S 9 - 2 2 0 2 2 - 0 0 K a i s e r H B M 1 s t F l r K P O J _ R 2 4 . r v t 1 0 / 2 1 / 20 2 5 3 : 5 6 : 4 0 P M KP HBM 1ST FLOOR KPOJ S0-01 GENERAL NOTES - - CAP027721R314412.35 CA394-1 A. GENERAL BUILDING CODE 1. THE CONSTRUCTION DOCUMENTS ARE BASED ON THE REQUIREMENTS OF THE CALIFORNIA BUILDING CODE 2022. 2. BUILDING OCCUPANCY CATEGORY: II (PER CBC TABLE 1604.5) B. SEISMIC DESIGN CRITERIA 1. THE STRUCTURE AND COMPONENTS OF THE BUILDING HAVE BEEN DESIGNED IN ACCORDANCE WITH AFOREMENTIONED BUILDING CODE WITH THE FOLLOWING CRITERIA: a. 0.2 SEC. SPECTRAL ACCELERATION (SS): 1.312G b. 1 SEC. SPECTRAL ACCELERATION (S1): 0.472G c. SITE CLASS: D - DEFAULT d. SITE COEFFICIENT, SHORT PERIOD (FA): 1.2 e. SITE COEFFICIENT, 1 SEC. PERIOD (FV): 1.83 f. 0.2 SEC SPECTRAL RESPONSE COEFF. (SDS): 1.05G g. 1 SEC SPECTRAL RESPONSE COEFF. (SD1): 0.573G h. RISK CATEGORY: II i. OCCUPANCY IMPORTANCE FACTOR, I: 1.0 j. SEISMIC DESIGN CATEGORY: D A. MATERIAL 1. HOT ROLLED STRUCTURAL MEMBERS: ALL HOT ROLLED STEEL PLATES, SHAPES, SHEET PILING, AND BARS SHALL BE NEW STEEL CONFORMING TO ASTM SPECIFICATION A6. 2. ASTM SPECIFICATION AND GRADE: CLEARLY MARK THE GRADE OF STEEL ON EACH PIECE, WITH A DISTINGUISHING MARK VISIBLE FROM FLOOR SURFACES, FOR THE PURPOSE OF FIELD INSPECTION OF PROPER GRADE OF STEEL. UNLESS NOTED OTHERWISE ON THE DRAWINGS, STRUCTURAL STEEL SHALL BE AS FOLLOWS: a. W- AND WT-SHAPES: ASTM A 992. b. C-SHAPES: ASTM A 36 c. L-SHAPES: ASTM A 36 UNO. d. ROUND HSS: ASTM A 500, GRADE C (FY=46 KSI). e. RECTANGULAR HSS: ASTM A 500, GRADE C (FY=50 KSI) f. STEEL PIPES: ASTM A 53 (TYPES E OR S), GRADE B. g. BASE PLATES: ALL BASE PLATES SHALL CONFORM TO ASTM A 36 UNLESS NOTED OTHERWISE ON THE DRAWINGS. h. CONNECTION MATERIAL: 1) ALL CONNECTION MATERIAL, EXCEPT AS NOTED OTHERWISE HEREIN OR ON THE DRAWINGS, INCLUDING BEARING PLATES, GUSSET PLATES, STIFFENER PLATES, FILLER PLATES, ANGLES, ETC. SHALL CONFORM TO ASTM A 36 UNLESS A HIGHER GRADE OF STEEL IS NOTED ON OTHERWISE. i. OTHER STEEL: ANY OTHER STEEL NOT INDICATED OTHERW ISE SHALL CONFORM TO ASTM A 992 OR ASTM A 572, GRADE 50, EXCEPT PLATES AND ANGLES THAT SHALL BE ASTM A 36. B. STRUCTURAL BOLTS AND THREADED FASTENERS 1. A 325 BOLTS: ALL BOLTS IN STRUCTURAL CONNECTIONS SHALL CONFORM TO ASTM A 325 TYPE 1, UNLESS INDICATED OTHERWISE ON THE DRAWINGS. 2. THREADED ROUND STOCK: THREADED RODS SHALL CONFORM TO: a. ASTM A 36 UNO. 3. ALL OFF-SITE FABRICATION OF STRUCTURAL STEEL COMPONENTS INCLUDING STEEL STAIRS AND PRE-CAST CONCRETE SHALL BE DONE IN AN APPROVED FABRICATOR SHOP. 4. NOMINAL HOLE DIMENSIONS SHALL BE STANDARD SIZE PER AISC TABLE J3.3, UNLESS NOTED OTHERWISE. A. SUBMITTALS TO BE PROVIDED TO STRUCTURAL ENGINEER MEP EQUIPMENT DEFERRED SUBMITTALS STRUCTURAL STEEL PREQUALIFIED WELD PROCEDURES & WELDER CERTIFICATIONS CONCRETE RINFORCING STEEL CONCRETE MIX DESIGNS POST INSTALLED ANCHOR MANUFACTURER INFORMATION REINFORCING REBAR IN CONCRETE SCAN AND LOCATIONS CONCRETE SAWCUT LAYOUT 1. SUBMITTAL REQUIREMENTS: a. ALL SHOP DRAWINGS MUST BE REVIEWED AND ELECTRONICALLY STAMPED BY THE GENERAL CONTRACTOR PRIOR TO SUBMITTAL. b. CONTRACTOR SHALL PROVIDE THE SUBMITTAL IN ELECTRONIC PORTABLE DOCUMENT FORMAT (PDF) . c. THE OMISSION FROM THE SHOP DRAWINGS OF ANY MATERIALS REQUIRED BY THE CONTRACT DOCUMENTS TO BE FURNISHED SHALL NOT RELIEVE THE CONTRACTOR OF THE RESPONSIBILITY OF FURNISHING AND INSTALLING SUCH MATERIALS, REGARDLESS OF WHETHER THE SHOP DRAWINGS HAVE BEEN REVIEWED AND APPROVED. B. REPRODUCTION 1. THE USE OF ELECTRONIC FILES OR REPRODUCTIONS OF THESE CONTRACT DOCUMENTS BY ANY CONTRACTOR, SUBCONTRACTOR, ERECTOR, FABRICATOR, OR MATERIAL SUPPLIER IN LIEU OF PREPARATION OF SHOP DRAWINGS SIGNIFIES THEIR ACCEPTANCE OF ALL INFORMATION SHOWN HEREON AS CORRECT, AND OBLIGATES THEMSELVES TO ANY JOB EXPENSE, REAL OR IMPLIED, ARISING DUE TO ANY ERRORS THAT MAY OCCUR HEREON. A. CONTRACT DOCUMENTS 1. IT IS THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO OBTAIN ALL CONTRACT DOCUMENTS AND LATEST ADDENDA AND TO SUBMIT SUCH DOCUMENTS TO ALL SUBCONTRACTORS AND MATERIAL SUPPLIERS PRIOR TO THE SUBMITTAL OF SHOP DRAWINGS, FABRICATION OF ANY STRUCTURAL MEMBERS, AND ERECTION IN THE FIELD. 2. THE CONTRACT STRUCTURAL DRAWINGS AND SPECIFICATIONS REPRESENT THE FINISHED STRUCTURE, AND, EXCEPT WHERE SPECIFICALLY SHOWN, DO NOT INDICATE THE METHOD OR MEANS OF CONSTRUCTION. THE CONTRACTOR SHALL SUPERVISE AND DIRECT THE WORK AND SHALL BE SOLELY RESPONSIBLE FOR ALL CONSTRUCTION MEANS, METHODS, PROCEDURES, TECHNIQUES, AND SEQUENCE. B. DRAWING CONFLICTS 1. THE GENERAL CONTRACTOR SHALL COMPARE THE ARCHITECTURAL AND STRUCTURAL DRAWINGS AND REPORT ANY DISCREPANCY BETWEEN EACH SET OF DRAWINGS AND WITHIN EACH SET OF DRAWINGS TO THE ARCHITECT AND ENGINEER PRIOR TO THE FABRICATION AND INSTALLATION OF ANY STRUCTURAL MEMBERS. C. CONFLICTS IN STRUCTURAL REQUIREMENTS 1. WHERE CONFLICT EXISTS AMONG THE VARIOUS PARTS OF THE STRUCTURAL CONTRACT DOCUMENTS, STRUCTURAL DRAWINGS, GENERAL NOTES, AND SPECIFICATIONS, THE STRICTEST REQUIREMENTS, AS INDICATED BY THE ENGINEER, SHALL GOVERN. D. EXISTING CONDITIONS 1. THE GENERAL CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS OF THE EXISTING BUILDING AT THE JOB SITE AND REPORT ANY DISCREPANCIES FROM ASSUMED CONDITIONS SHOWN ON THE DRAWINGS TO THE ARCHITECT AND ENGINEER PRIOR TO THE FABRICATION AND ERECTION OF ANY MEMBERS. 2. WORK SHOWN ON THE DRAWINGS IS NEW, UNLESS NOTED AS EXISTING. 3. EXISTING CONSTRUCTION SHOWN ON THE DRAWINGS WAS OBTAINED FROM EXISTING CONSTRUCTION DOCUMENTS AND LIMITED SITE OBSERVATION. THESE DRAWINGS OF EXISTING CONSTRUCTION ARE AVAILABLE FOR CONTRACTOR USE. HOWEVER, THE AVAILABLE DRAWINGS OF EXISTING CONSTRUCTION ARE NOT NECESSARILY COMPLETE. THE CONTRACTOR SHALL FIELD VERIFY ALL PERTINENT INFORMATION. 4. DEMOLITION, CUTTING, DRILLING, ETC. OF EXISTING W ORK SHALL BE PERFORMED WITH GREAT CARE SO AS NOT TO JEOPARDIZE THE STRUCTURAL INTEGRITY OF THE EXISTING BUILDING. IF ANY ARCHITECTURAL, STRUCTURAL, OR MEP MEMBERS NOT DESIGNATED FOR REMOVAL INTERFERE WITH THE NEW WORK, THE ARCHITECT SHALL BE NOTIFIED IMMEDIATELY AND APPROVAL OBTAINED PRIOR TO REMOVAL OF THOSE MEMBERS. 5. THE CONTRACTOR SHALL SAFELY SHORE EXISTING CONSTRUCTION WHEREVER EXISTING SUPPORTS ARE REMOVED TO ALLOW THE INSTALLATION OF NEW WORK. ALL SHORING METHODS AND SEQUENCING OF DEMOLITION SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR AND HIS ENGINEER. 6. THE CONTRACTOR SHALL VERIFY THE LOCATION OF EXISTING UTILITIES PRIOR TO THE START OF CONSTRUCTION AND TAKE CARE TO PROTECT EXISTING UTILITIES THAT ARE TO REMAIN IN SERVICE. 7. THE CONTRACTOR SHALL REPAIR ALL DAMAGE CAUSED DURING CONSTRUCTION WITH SIMILAR MATERIALS AND WORKMANSHIP TO RESTORE CONDITIONS TO LEVELS ACCEPTABLE TO THE ARCHITECT. PART I - DESIGN CRITERIA 01 PART IV -STRUCTURAL STEEL 08 PART III - CONCRETE ANCHORAGE 06PART V - SUBMITTALS 11 PART VI - MISCELLANEOUS 12 A. NEW EXPANSION BOLTS SHALL BE HILTI KB-TZ2 (ICC ESR 4266) UNO. B. TESTING REQUIREMENTS SHALL BE IN ACCORDANCE WITH CBC 1910A.5 1. POST-INSTALLED ANCHOR TEST PROCEDURES SHALL BE BASED ON THE APPROVED ICC EVALUATION REPORT AND CRITERIA IN THIS SECTION. POST INSTALLED ANCHORS SHALL BE TENSION TESTED EXCEPT FOR TORQUE-CONTROLLED (EXPANSION) ANCHORS. REFER TO THE POST INSTALLED ANCHOR TABLES IN THIS SECTION FOR ANCHOR TYPE, TEST FREQUENCY, AND TEST LOADS. ANCHOR TESTS SHALL BE PERFORMED ONLY AFTER EPOXY AND ANCHORAGE BASE MATERIAL HAVE ACHIEVED FULL STRENGTH AND CURING TIME. 2. TEST ACCEPTANCE CRITERIA SHALL BE BASED ON THE APPROVED ICC EVALUATION REPORT AND THE FOLLOWING MINIMUM REQUIREMENTS. a. HYDRAULIC RAM METHOD: ANCHORS TESTED WITH A HYDRAULIC JACK OR SPRING LOADED APPARATUS SHALL MAINTAIN THE TEST LOAD FOR A MINIMUM OF 15 SECONDS AND SHALL EXHIBIT NO DISCERNIBLE MOVEMENT DURING THE TENSION TEST. FOR ADHESIVE ANCHORS, WHERE OTHER THAN BOND IS BEING TESTED, THE TESTING APPARATUS SUPPORT SHALL NOT BE LOCATED WITHIN 1.5 TIMES THE ANCHORS EMBEDMENT DEPTH TO AVOID RESTRICTING THE CONCRETE SHEAR CONE TYPE FAILURE MECHANISM. b. TORQUE WRENCH METHOD: TORQUE-CONTROLLED POST-INSTALLED ANCHORS TESTED WITH A CALIBRATED TORQUE WRENCH SHALL ATTAIN THE SPECIFIED TORQUE WITHIN 1/2 TURN OF THE NUT, OR ONE QUARTER TURN OF NUT FOR A 3/8" SLEEVE ANCHOR ONLY. 3. TESTING SHALL BE DONE IN THE PRESENCE OF THE SPECIAL INSPECTOR AND A REPORT OF THE TEST RESULTS SHALL BE SUBMITTED TO THE EOR. IF ANY ANCHOR FAILS TESTING THEN ALL ANCHORS OF THE SAME TYPE SHALL BE TESTED UNTIL 20 CONSECUTIVE ANCHORS PASS OR ALL ANCHORS HAVE BEEN TESTED, WHICHEVER IS LESS. TEST FREQUENCY AS NOTED IN THE ANCHOR TABLES BELOW CAN THEN BE RESUMED ON THE REMAINING ANCHORS. 4. TESTING IS NOT REQUIRED FOR POWER ACTUATED FASTENERS USED TO ATTACH TRACKS OF INTERIOR NON-SHEAR WALL PARTITIONS FOR SHEAR ONLY AND WHERE A MINIMUM OF 3 FASTENERS ARE USED PER TRACK SEGMENT. 5. TEST 50% OF ANCHORS C. WHEN INSTALLING DRILLED-IN ANCHORS AND/OR POWDER DRIVEN PINS IN EXISTING NON- PRESTRESSED REINFORCED CONCRETE, USE CARE AND CAUTION TO AVOID CUTTING OR DAMAGING THE EXISTING REINFORCING BARS. WHEN INSTALLING THEM INTO EXISTING PRESTRESSED CONCRETE (PRE- OR POST TENSIONED) LOCATE THE PRESTRESSED TENDONS BY USING A NON-DESTRUCTIVE METHOD PRIOR TO INSTALLATION. EXERCISE EXTREME CARE AND CAUTION TO AVOID CUTTING OR DAMAGING THE TENDONS DURING INSTALLATION. MAINTAIN A MINIMUM CLEARANCE OF ONE INCH BETWEEN THE REINFORCEMENT AND THE DRILLED IN ANCHOR AND/OR PIN. 5/8 2 3/4 5 10 4 1/2 40 1/2 2 4 5 1/2 2 3/4 50 3/8 2 4 4 3/8 2 1/2 30 DIA (IN) EFFECTIVE EMBED (IN) MIN. CONCRETE THICKNESS (IN) CRITICAL EDGE DISTANCE (IN) MIN. EDGE DISTANCE (IN)TEST REQUIRED TORQUE (FT-LB) HILTI KB-TZ2 CARBON EXPANSION ANCHOR - CONCRETE2 PART VII -SPECIAL INSPECTIONS 16 A. THE OWNER'S TESTING LABORATORY SHALL PROVIDE SPECIAL INSPECTIONS SERVICES IN ACCORDANCE WITH CALIFORNIA BUILDING CODE. B. STATEMENT OF SPECIAL INSPECTIONS 1. THE TESTING LABORATORY SHALL SAMPLE AND TEST MATERIALS AS THEY ARE BEING INSTALLED FOR COMPLIANCE WITH SPECIFIED ACCEPTANCE CRITERIA. THE TESTING LABORATORY WILL REPORT AND INTERPRET THE TEST RESULTS. THE LABORATORY SHALL MONITOR AND REPORT ON THE INSTALLATION OF CONSTRUCTION WORK AND SHALL PERFORM TESTS ON THE COMPLETED CONSTRUCTION AS REQUIRED TO INDICATE CONTRACTOR’S COMPLIANCE WITH THE VARIOUS MATERIAL SPECIFICATIONS GOVERNING THIS WORK. 2. TESTS AND INSPECTIONS SHALL BE CONDUCTED IN ACCORDANCE WITH SPECIFIED REQUIREMENTS, AND IF NOT SPECIFIED, IN ACCORDANCE WITH THE APPLICABLE STANDARDS OF THE AMERICAN SOCIETY FOR TESTING AND MATERIALS OR OTHER RECOGNIZED AND ACCEPTED AUTHORITIES IN THE FIELD. 3. SPECIAL INSPECTOR RESPONSIBILITIES: a. THE SPECIAL INSPECTOR SHALL OBSERVE THE WORK ASSIGNED TO ASCERTAIN THAT, TO THE BEST OF HIS/HER KNOWLEDGE, IT IS IN CONFORMANCE WITH THE APPROVED DESIGN DRAWINGS. b. THE SPECIAL INSPECTOR SHALL FURNISH INSPECTION REPORTS TO THE BUILDING OFFICIAL, THE ARCHITECT/ENGINEER, AND THE OWNER. ALL DISCREPANCIES SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE ARCHITECT/ENGINEER, CONTRACTOR, AND OWNER. A REPORT THAT THE CORRECTED WORK HAS BEEN INSPECTED SHALL BE SENT TO THE BUILDING OFFICIAL, THE ARCHITECT/ENGINEER, AND THE OWNER. C. QUALIFICATIONS: 1. THE SPECIAL INSPECTOR SHALL BE A QUALIFIED PERSON WHO SHALL DEMONSTRATE COMPETENCE, TO THE SATISFACTION OF THE BUILDING OFFICIAL, FOR INSPECTION OF THE PARTICULAR TYPE OF CONSTRUCTION OR OPERATION BEING INSPECTED. THE SPECIAL INSPECTOR SHALL MEET THE LEGAL QUALIFICATIONS OF THE BUILDING CODE HAVING JURISDICTION AND BE ON THE APPROVED LIST OF THE CITY OF SANTA ANA. 2. THE TESTING LABORATORY SHALL MEET THE BASIC REQUIREMENTS OF ASTM E 329 AND SHALL SUBMIT TO THE OWNER, ARCHITECT, AND ENGINEER EVIDENCE OF CURRENT ACCREDITATION FROM THE AMERICAN ASSOCIATION FOR LABORATORY ACCREDITATION, THE AASHTO ACCREDITATION PROGRAM OR THE “NIST” NATIONAL VOLUNTARY LABORATORY ACCREDITATION PROGRAM. 3. THE SPECIAL INSPECTOR SHALL BE CERTIFIED WITH VALID AND CURRENT CERTIFICATIONS AND ON THE APPROVED LIST OF THE CITY OF SANTA ANA. 4. QUALIFICATIONS OF WELDING INSPECTORS: INSPECTORS PERFORMING VISUAL WELD INSPECTION SHALL MEET THE REQUIREMENTS OF AWS D1.1 SECTION 6.1.4. INSPECTORS SHALL HAVE CURRENT CERTIFICATION AS AN AWS CERTIFIED WELDING INSPECTOR (CWI). ASSISTANT INSPECTORS, IF ANY, SHALL BE SUPERVISED BY AN INSPECTOR AND SHALL BE QUALIFIED BY TRAINING AND EXPERIENCE TO PERFORM THE SPECIFIC FUNCTIONS TO WHICH THEY ARE ASSIGNED. 5. QUALIFICATIONS OF STEEL INSPECTORS: PERFORMED BY QUALIFIED TECHNICIANS WITH A MINIMUM OF TWO YEARS OF EXPERIENCE IN STRUCTURAL STEEL TESTING AND INSPECTION. D. TESTING REQUIREMENTS 1. CONCRETE a. VERIFY ALL OPENINGS, SAWCUTS, AND CORRING ARE THE CORRECT SIZE AND LOCATION. VERIFY THAT THE OPENINGS ARE SHOWN ON THE STRUCTURAL DRAWINGS AND NOTIFY THE ENGINEER IMMEDIATELY OF ANY OPENINGS IN THE FIELD THAT ARE NOT SHOWN ON THE DRAWINGS. 2. ALL POST INSTALLED ANCHORS: VERIFY THAT THE ANCHOR IS INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S PRINTED INSTALLATION INSTRUCTION AS WELL AS THE FOLLOWING DESIGN REQUIREMENTS: a. TESTING REQUIREMENTS IN ACCORDANCE WITH CBC 1910.5. b. ANCHOR MANUFACTURER AND PRODUCT, INCLUDING MATERIAL, IS IN ACCORDANCE WITH DESIGN DRAWINGS OR APPROVED SUBSTITUTION. c. ANCHOR DIAMETER, LENGTH AND INSTALLED EMBEDMENT DEPTH. d. DRILL BIT TYPE AND DIAMETER. e. ANCHOR EDGE DISTANCE AND SPACING. f. HOLE DIAMETER AND DEPTH. g. HOLE CLEANING PROCEDURE AND CLEANLINESS. 3. STEEL a. THE TESTING LABORATORY SHALL PROVIDE TEST REPORTS OF INSPECTIONS. ALL TEST REPORTS SHALL INDICATE TYPES AND LOCATIONS OF DEFECTS FOUND DURING INSPECTION, THE MEASURES REQUIRED AND PERFORMED TO CORRECT SUCH DEFECTS, STATEMENTS OF FINAL APPROVAL OF WELDING AND BOLTING OF SHOP AND FIELD CONNECTIONS, AND OTHER FABRICATION AND ERECTION DATA PERTINENT TO THE SAFE AND PROPER WELDING AND BOLTING OF SHOP AND FIELD CONNECTIONS. WELD INSPECTION REPORTS SHALL BE SIGNED BY AN INSPECTOR WITH CURRENT CERTIFICATION AS AN AWS CERTIFIED WELDING INSPECTOR (CWI). IN ADDITION TO THE PARTIES LISTED IN THIS SPECIFICATION, THE FABRICATOR AND ERECTOR SHALL RECEIVE COPIES OF THE TEST REPORTS. b. REJECTION OF MATERIAL OR WORKSMANSHIP: THE OWNER, ARCHITECT, ENGINEER, AND TESTING LABORATORY RESERVE THE RIGHT TO REJECT ANY MATERIAL OR WORKSMANSHIP NOT IN CONFORMANCE WITH THE CONTRACT DOCUMENTS AT ANY TIME DURING THE PROGRESS OF THE WORK. HOWEVER, THIS PROVISION DOES NOT ALLOW WAIVING THE OBLIGATION FOR TIMELY, IN SEQUENCE INSPECTIONS. c. REVIEW FIELD WELDER QUALIFICATIONS BY CERTIFICATION OR VERIFY BY RETESTING. OBTAIN WELDER CERTIFICATES. 4. WELD INSPECTION AND PROCESS MONITORING: a. WELDS PERFORMED IN THE FABRICATING SHOP MAY BE INSPECTED IN THE FIELD UNLESS CONTINUOUS MONITORING OF THE WELDING PROCESS IS HEREIN SPECIFIED OR IF ACCESS IN THE FIELD DUE TO OTHER WORK OR SHOP FINISHES MAKES FIELD INSPECTION IMPRACTICAL. b. APPROVE WELDING PROCEDURE SPECIFICATIONS SUBMITTED BY THE CONTRACTOR. APPROVE ANY CHANGES SUBMITTED BY THE CONTRACTOR TO ANY WPS THAT HAS ALREADY BEEN APPROVED. OBTAIN THE WELDING PROCEDURE QUALIFICATION RECORD (WPQR) FOR EACH SUCCESSFUL WPS QUALIFICATION. E. A FINAL INSPECTION REPORT FOR ALL ITEMS REQUIRING SPECIAL INSPECTION SHALL BE COMPLETED AND SUBMITTED TO THE CITY OF SANTA ANA INSPECTION DIVISION. PART II -REINFORCED CONCRETE 02 16 INSPECT FORMWORK FOR SHAPE, LOCATION, AND DIMENSIONS OF THE CONCRETE MEMBER BEING FORMED PERIODIC ACI 318: 26.11.1.2(b) 15 VERIFY MAINTENANCE OF SPECIFIED CONCRETE CURING TEMPERATURE AND TECHNIQUES PERIODIC ACI 318: 26.5.3-26.5.5 14 INSPECT CONCRETE FOR PROPER APPLICATION TECHNIQUES CONTINUOUS ACI 318: 26.5 13 PRIOR TO CONCRETE PLACEMENT, FABRICATE SPECIMENS FOR STRENGTH TESTS, PERFORM SLUMP AND AIR CONTENT TESTS, AND DETERMINE THE TEMPERATURE OF CONCRETE CONTINUOUS ASTM C172 ASTM C31 ACI 318: 26.5, 26.12 12 VERIFY USE OF REQUIRED CONCRETE DESIGN MIX PERIODIC ACI 318: 19, 26.4.3, 26.4.4 11 INSPECT POST-INSTALLED MECHANICAL ANCHORS AND ADHESIVE ANCHORS WHICH ARE NOT DEFINED IN (10) PERIODIC ACI 318: 17.8.2, 17.8.2.4 10 INSPECT POST INSTALLED ADHESIVE ANCHORS IN HORIZONTALLY OR UPWARDLY INCLINED ORIENTATIONS CONTINUOUS ACI 318: 17.8.2, 17.8.2.4 9 INSPECT CONCRETE REINFORCEMENT AND VERIFY PLACEMENT PERIODIC ACI 318: 20, 25.2, 25.3, 26.6-1-26.6-3 CONCRETE TESTING AND INSPECTION (CBC TABLE 1705.3) 8 WELDING SINGLE-PASS FILLET WELDS ≤ 5/16" PERIODIC AWS D1.1 7 WELDING SINGLE-PASS FILLET WELDS > 5/16" CONTINUOUS AWS D1.1 6 WELDING MULTI-PASS FILLET WELDS CONTINUOUS AWS D1.1 5 WELDING COMPLETE AND PARTIAL PENETRATION GROOVE WELDS CONTINUOUS AWS D1.1 4 MATERIAL VERIFICATION OF WELD FILLER MATERIALS. IDENTIFICATION MARKINGS TO CONFORM TO AWS SPECIFICATION APPROVED IN CONSTRUCTION DOCUMENTS PERIODIC ANSI/AISC 360: A3.5 WELDING TESTING AND INSPECTION (CBC SECTION 1705.2.1) 3 STRUCTURAL STEEL CERTIFIED MILL TEST REPORTS PERIODIC ANSI/AISC 360: A3 2 STRUCTURAL STEEL IDENTIFICATION MARKINGS TO CONFORM TO ASTM STANDARDS SPECIFIED ON THE APPROVED CONSTRUCTION DOCUMENTS PERIODIC ANSI/AISC 360: A3 1 MATERIAL VERIFICATION OF BOLTS, NUTS, AND WASHERS. IDENTIFICATION MARKINGS TO CONFORM TO ASTM STANDARDS SPECIFIED IN THE APPROVED CONSTRUCTION DOCUMENTS PERIODIC ASTM ANSI/AISC 360: A3.3 STRUCTURAL STEEL TESTING AND INSPECTION (CBC SECTION 1705.2.1) ITEM TESTING AND INSPECTION FREQUENCY CODE REFERENCE CITY SUBMITTAL 11/03/2025 101125520, 20187249, 40140902 D SL SL 1'' 4'' 5'' 6'' 9'' 11'' 12'' 14'' BB'' Z'' X'' P'' Q'' V'' T'' S'' M'' K'' H'' D'' B'' N'' 302926 33 34 36 39 41 45 46 49 53 54 57 C N T X Y Z BB CC EE GG HH JJ A E K L 20 17 1 5 2827.8 G J R Q P S 27 F D B 2524 DD 515040 S1-13 01 TRUE NORTH PLAN NORTH R SHEET TITLE PROJECT FACILITY FAC NO:BLDG NO:FLOOR LEV:SECTION: KP PROJ. NO. PERMIT NO. 555 W. Fifth Street Suite 2950 | Los Angeles, CA 90013 USA Phone 310.820.4600 | Fax 310.207.4215 www.huitt-zollars.com ARCHITECT CONSULTANT ARCHITECT SEAL CONSULTANT SEAL KAISER FOUNDATION HOSPITALS NATIONAL FACILITIES SERVICES 1800 HARRISON STREET OAKLAND, CALIFORNIA 94612 ISSUE / REVISION LOG NO.ISSUED DATE 0 5' 50 ' GR A P H I C S C A L E S : 1/ 1 6 " = 1 ' - 0 " 0 25 ' 1/ 8 " = 1 ' - 0 " 5' 0 12 ' 1/ 4 " = 1 ' - 0 " 1' 0 6' 1/ 2 " = 1 ' - 0 " 1' 0 2' 1- 1 / 2 " = 1 ' - 0 " 0 1' 3" = 1 ' - 0 " IF T H I S S H E E T I S N O T 30 " x 4 2 " , I T I S A R E D U C E D PR I N T - S C A L E AC C O R D I N G L Y AGENCY APPLICATION NUMBER AGENCY APPROVAL STAMP THIS DOCUMENT IS THE PROPERTY OF THE OWNER AND IS NOT TO BE USED WITHOUT OWNER'S WRITTEN PERMISSION. HZ PROJ. NO. HARBOR/MACARTHUR MEDICAL OFF 3401 S. HARBOR BLVD. SANTA ANA, CALIFORNIA 92704 S09.22022.00 Au t o d e s k D o c s : / / S 0 9 - 2 2 0 2 2 - 0 0 K a i s e r H B M 1 s t F l r K P O J/ S 9 - 2 2 0 2 2 - 0 0 K a i s e r H B M 1 s t F l r K P O J _ R 2 4 . r v t 1 0 / 2 1 / 20 2 5 3 : 5 6 : 4 2 P M KP HBM 1ST FLOOR KPOJ S1-11 PLAN - REMODEL OVERALL - 1ST FLR - - CAP026809R314412.35 CA394-1 1/16" = 1'-0"PLAN - REMODEL OVERALL - 1ST FLR 01 1. CONTRACTOR SHALL FIELD VERIFY EXISTING DIMENSIONS. GENERAL NOTES SHEET KEYNOTES LEGEND KEYPLAN NOT APPLICABLE, SHEET KEYNOTES NOT REQUIRED NOT APPLICABLE, LEGEND NOT REQUIRED TRUE NORTH PLAN NORTH CITY SUBMITTAL 11/03/2025 101125520, 20187249, 40140902 D SL SL N 36 39 41 45 46 N T X Y Z L R Q P S 40 2' - 0 " 2 ' - 0 " 4' - 0 " 2' - 0 " 2 ' - 0 " 4' - 0 " DEMO EXISTING SLAB BETWEEN GRADE BEAMS, REF 03/S5-01DEMO EXISTING SLAB BETWEEN GRADE BEAMS, REF 03/S5-01 DEMO EXISTING SLAB BETWEEN GRADE BEAMS, REF 03/S5-01 CENTER DEMO ON EXISTING SANITARY PIPE BELOW GRADE CENTER DEMO ON EXISTING SANITARY PIPE BELOW GRADE SINK TO TIE INTO EXISTING SANITARY VERTICAL PIPE ABOVE GRADE, NO DEMO OF STRUCTURAL SLAB SINK TO TIE INTO EXISTING SANITARY VERTICAL PIPE ABOVE GRADE, NO DEMO OF STRUCTURAL SLAB (3) SINKS TO TIE INTO SANITARY PIPE FOR TOILET. PIPE FOR SINKS TO ROUTE ABOVE GRADE TO TIE INTO LINE AT DEMO SLAB AREA AS NOTED. NEW SANITARY PIPE TO BE ROUTED BELOW EXISTING GRADE BEAM. PENETRATION OF EXISTING GRADE BEAM NOT ALLOWED EXISTING SANITARY LINE BELOW GRADE, REF NOTE 1 NEW SANITARY LINE BELOW GRADE, ROUTING SHOWN IS SCHEMATIC, REF PLUMBING EXISTING SANITARY LINE BELOW GRADE, REF NOTE 1 NEW SANITARY LINE BELOW GRADE, ROUTING SHOWN IS SCHEMATIC, REF PLUMBING EXISTING SANITARY LINE BELOW GRADE, REF NOTE 1 NEW SANITARY LINE BELOW GRADE, ROUTING SHOWN IS SCHEMATIC, REF PLUMBING NEW SANITARY LINE BELOW GRADE, ROUTING SHOWN IS SCHEMATIC, REF PLUMBING NEW SANITARY LINE BELOW GRADE, ROUTING SHOWN IS SCHEMATIC, REF PLUMBING EXISTING GRADE BEAMS TYPICAL, TAKE SPECIAL CARE NOT TO DAMAGE EXISTING GRADE BEAMS, REF NOTE 1 R SHEET TITLE PROJECT FACILITY FAC NO:BLDG NO:FLOOR LEV:SECTION: KP PROJ. NO. PERMIT NO. 555 W. Fifth Street Suite 2950 | Los Angeles, CA 90013 USA Phone 310.820.4600 | Fax 310.207.4215 www.huitt-zollars.com ARCHITECT CONSULTANT ARCHITECT SEAL CONSULTANT SEAL KAISER FOUNDATION HOSPITALS NATIONAL FACILITIES SERVICES 1800 HARRISON STREET OAKLAND, CALIFORNIA 94612 ISSUE / REVISION LOG NO.ISSUED DATE 0 5' 50 ' GR A P H I C S C A L E S : 1/ 1 6 " = 1 ' - 0 " 0 25 ' 1/ 8 " = 1 ' - 0 " 5' 0 12 ' 1/ 4 " = 1 ' - 0 " 1' 0 6' 1/ 2 " = 1 ' - 0 " 1' 0 2' 1- 1 / 2 " = 1 ' - 0 " 0 1' 3" = 1 ' - 0 " IF T H I S S H E E T I S N O T 30 " x 4 2 " , I T I S A R E D U C E D PR I N T - S C A L E AC C O R D I N G L Y AGENCY APPLICATION NUMBER AGENCY APPROVAL STAMP THIS DOCUMENT IS THE PROPERTY OF THE OWNER AND IS NOT TO BE USED WITHOUT OWNER'S WRITTEN PERMISSION. HZ PROJ. NO. HARBOR/MACARTHUR MEDICAL OFF 3401 S. HARBOR BLVD. SANTA ANA, CALIFORNIA 92704 S09.22022.00 Au t o d e s k D o c s : / / S 0 9 - 2 2 0 2 2 - 0 0 K a i s e r H B M 1 s t F l r K P O J/ S 9 - 2 2 0 2 2 - 0 0 K a i s e r H B M 1 s t F l r K P O J _ R 2 4 . r v t 1 0 / 2 2 / 20 2 5 1 0 : 4 8 : 3 9 A M KP HBM 1ST FLOOR KPOJ S1-13 PLAN - REMODEL ENLARGED - 1ST FLR - CLINICAL AREA - - CAP026809R314412.35 CA394-1 1. CONTRACTOR SHALL FIELD VERIFY EXISTING DIMENSIONS. GENERAL NOTES SHEET KEYNOTES LEGEND KEYPLAN NOT APPLICABLE, SHEET KEYNOTES NOT REQUIRED NOT APPLICABLE, LEGEND NOT REQUIRED TRUE NORTH PLAN NORTH 1/4" = 1'-0"PLAN - REMODEL ENLARGED - 1ST FLR - CLINICAL AREA 01 CITY SUBMITTAL 11/03/2025 101125520, 20187249, 40140902 NEW SLABEXIST SLAB 1' - 6 " 4" STUD 16 GA PER ARCH FOR BALANCE OF INFO 2"⌀HOLE MAX PROVIDE NEW 400S162-54 (50 KSI) WITH 6-#10 SMS CENTERED ON NEW HOLE AS SHOWN (12 TOTAL) FLOOR EXIST SLAB NEW SLAB CHIP CONCRETE REBAR TO REMAIN FOR COUPLER INSTALLATION SECONDARY #5@18 TOP AND BOTT CONT LAP 2'-6 PER, AT SAWCUT BOUNDARY PRIMARY #5@12 TOP AND BOTT PER, AT SAWCUT BOUNDARY SAWCUT SLAB NEW PIPE REF PLUMBING REBAR COUPLERS PER NOTE 2. PER NOTE 3 NOTES: 1. DEMOLITION AND INSTALLATION INFORMATION. a) SAWCUT SLAB AS SHOWN. b) CHIP CONCRETE FOR LAST 18" EACH SIDE AND DO NOT DAMAGE REBAR. c) CUT REBAR AS REQUIRED TO PROVIDE STAGGER BETWEEN HORIZONTAL BARS d) INSTALL NEW PIPE PER PLUMBING e) INSTALL COUPLERS AND REBAR f) CAST NEW SLAB 2. PROVIDE DAYTON SUPERIOR D250L BAR LOCK L-SERIES COUPLER (ER 319) TOP AND BOTTOM. STAGGER EVERY OTHER BAR 8 INCHES HORIZONTALLY AND BETWEEN TOP AND BOTTOM BARS PER DETAIL 3. REF ARCH FOR WATERPROOFING REQUIREMENTS. 4. PER FOR ADDITIONAL INFORMATION. 6" 1'-6" EXIST SLAB 04/S5-01 09/S5-01 04/S5-011'-6" EXISTING CONCRETE JOIST 04/S5-01 #4@18x2'-0" DOWELS TOP AND BOTTOM WITH HILTI HY200 (EMBED=6") ICC 3187 OFFSET TOP AND BOTTOM DOWELS 6" SECONDARY #5@18 TOP AND BOTTOM CONT LAP 2'-6 PRIMARY #5@12 TOP AND BOTT SAWCUT SLAB NOTES: 1. REFER DETAIL 03/S5-01 FOR ADDITIONAL INFORMATION. (E) EDGE OF CONCRETE, CHIP CONCRETE TO PROVIDE CLEARANCE FOR COUPLER INSTALLATION AS NOTED ON PARTIAL PLAN (E) TOP BUNDLED (LAPPED) #5 BARS AT 1'-0"OC, WHERE OCCURS COUPLE CONTINUOUS (1) #5 TOP BAR AT EACH BUNDLE (LAPPED), REF FOR BALANCE OF INFO EXISTING DISCONTIOUS LAPPED TOP BAR TO REMAIN (N) #5 BAR NOTES: 1.WHERE #5 TOP BARS ARE NOT BUNDLED (LAPPED), SINGLE BAR SHOULD BE COUPLED. 2.BOTTOM #5 BARS ARE NOT BUNDLED. IF BUNDLED (LAPPED) #5 BOTT BARS OCCUR, NOTIFY ENGINEER TO CONFIRM SIMILAR FIX APPLIES. COUPLED #5 BOTTOM BAR. BARS ARE LOCATED BELOW TOP BARS, SHOWN TO THE SIDE FOR CLARITY. REF NOTE 2 NEW SLABEXIST SLAB PLAN R SHEET TITLE PROJECT FACILITY FAC NO:BLDG NO:FLOOR LEV:SECTION: KP PROJ. NO. PERMIT NO. 555 W. Fifth Street Suite 2950 | Los Angeles, CA 90013 USA Phone 310.820.4600 | Fax 310.207.4215 www.huitt-zollars.com ARCHITECT CONSULTANT ARCHITECT SEAL CONSULTANT SEAL KAISER FOUNDATION HOSPITALS NATIONAL FACILITIES SERVICES 1800 HARRISON STREET OAKLAND, CALIFORNIA 94612 ISSUE / REVISION LOG NO.ISSUED DATE 0 5' 50 ' GR A P H I C S C A L E S : 1/ 1 6 " = 1 ' - 0 " 0 25 ' 1/ 8 " = 1 ' - 0 " 5' 0 12 ' 1/ 4 " = 1 ' - 0 " 1' 0 6' 1/ 2 " = 1 ' - 0 " 1' 0 2' 1- 1 / 2 " = 1 ' - 0 " 0 1' 3" = 1 ' - 0 " IF T H I S S H E E T I S N O T 30 " x 4 2 " , I T I S A R E D U C E D PR I N T - S C A L E AC C O R D I N G L Y AGENCY APPLICATION NUMBER AGENCY APPROVAL STAMP THIS DOCUMENT IS THE PROPERTY OF THE OWNER AND IS NOT TO BE USED WITHOUT OWNER'S WRITTEN PERMISSION. HZ PROJ. NO. HARBOR/MACARTHUR MEDICAL OFF 3401 S. HARBOR BLVD. SANTA ANA, CALIFORNIA 92704 S09.22022.00 Au t o d e s k D o c s : / / S 0 9 - 2 2 0 2 2 - 0 0 K a i s e r H B M 1 s t F l r K P O J/ S 9 - 2 2 0 2 2 - 0 0 K a i s e r H B M 1 s t F l r K P O J _ R 2 4 . r v t 1 0 / 2 2 / 20 2 5 1 0 : 4 8 : 4 1 A M KP HBM 1ST FLOOR KPOJ S5-01 DETAILS - - CAP026809R314412.35 CA394-1 NO SCALENOT USED 01NO SCALENOT USED 21 NO SCALENOT USED 22 NO SCALENOT USED 23 NO SCALENOT USED 11 NO SCALENOT USED 08 NO SCALENOT USED 07 NO SCALENOT USED 13 NO SCALESTRENGTHENING AT NEW HOLE IN CFMF WALL 14NO SCALENOT USED 19NO SCALENOT USED 24 NO SCALENOT USED 16 NO SCALENOT USED 12NO SCALENOT USED 17 NO SCALENOT USED 18 1/2" = 1'-0"NOT USED 02 NO SCALESLAB REMOVAL AND REPLACEMENT 03 3/4" = 1'-0"SLAB DOWELS - SECONDARY REBAR 09 1 1/2" = 1'-0"COUPLER INSTALLATION - PRIMARY REBAR 04 NO SCALENOT USED 06 CITY SUBMITTAL 11/03/2025 101125520, 20187249, 40140902