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HomeMy WebLinkAbout3401 S Harbor Blvd - TI (KPOJ Dept) - Plan YES NO INSTRUCTIONS: ORAN GE COUNTY FI RE AUTHORI TY Plan Submittal Criteria COMMERCIAL projects, MULTIFAMILY RESIDENTIAL projects and RESIDENTIAL TRACT developments · Fill in the project/business address and provide a brief description of the scope of work and type of business operation that will take place. · Answer questions 1 through 10, read and initial items 11 and 12, then complete and sign the certification section. · If you answer: - “YES” to any part of questions 1 through 10, submit the type of plan indicated in italics to OCFA. · In some cases, other plan types not indicated herein may also be necessary depending on specific conditions or operations. · Visit www.ocfa.org for submittal information and locations. If you need assistance in filling out this form or have questions regarding requirements for review, please contact OCFA at 714-573-6108 or visit us at 1 Fire Authority Road, Irvine, CA 92602. Address Suite City Project Scope/Business Description 1. Construction of a new building, a new story, or increase the footprint of an existing building? Changes to roadways, curbs, or drive aisles? Addition, relocation, or modification of fire hydrants or fences/gates? Construction within 300 feet of an active or proposed oil well? Fire Master Plan (PR145) 2. Property is adjacent to a wildland area or non-irrigated native vegetation? Fire Master Plan (PR145); a Fuel Modification Plan may also be required. (PR120, PR124) 3. Located in or < 100’ from a Division of Oil, Gas, and Geothermal Resources (DOGGR) field boundary, < 300’ from an oil/gas seep, or < 1000’ from a landfill? Methane Work Plan. (PR170) 4. Installation/modification/repair of underground piping, backflow preventers, or fire department connections serving private fire hydrant/sprinkler/standpipe systems? Underground Plan. (PR470, PR475) 5. Drinking/dining/recreation/meetings/training/religious functions or other gatherings in a room > 750 sq.ft. (> 1,000 sq.ft. for training/adulteducation) or > 49 people? Healthcare/outpatient services for > 5 people who may be unable to immediately evacuate without assistance? Education for children (academic tutoring for ages 5+ is exempt unless classified as an E occupancy by the Building Official)? Adult/child daycare? 24-hour care/supervision? Incarceration or restraint? Hotel/apartment or residential facility with 3+ units and 3+ stories (3-story townhouses/rowhouses where an independent direct exit to grade is provided for dwelling are exempt)? Congregate housing/dormitories with 17+ people? High-rise structure (55+ feet to highest occupied floor level)? Architectural Plan (PR200-PR285) 6. Installation/modification of locks delaying or preventing occupants from leaving a space or requiring use of a card, button, or similar action to open a door in the direction of exit travel? Architectural, Sprinkler, and/or Alarm Plan depending on the occupancy and type of device installed (PR200-PR280, PR420-PR425, PR500-PR520) 7. Installation/modification/use of spray booths; dust collection; dry cleaning; industrial ovens/drying equipment; industrial/commercial refrigeration systems; compressed gasses; tanks for cryogenic or flammable/combustible liquids; vapor recovery; smoke control; battery back-up/charging systems (> 50 gal. electrolyte, > 1,000 lb. lithium ion); welding/brazing/soldering, open flame torches, cutting/grinding; or other similar operations? Special Equipment Plan (PR315, PR340-PR382) 8. Storage/use/research with flammable/combustible liquids or other chemicals? Motor vehicle/aircraft maintenance/repair? Cabinetry/woodworking/finishing facility? Chem Class & floor plan (full architectural plan if H occupancy); Special Equipment Plans may be necessary. (PR315-PR360, PR232-PR240) 9. Storage or merchandizing areas in excess of 500 sq. ft. where items are located higher than 12’ (6’ for high-hazard commodities, plastic, rubber, foam, etc.)? High-piled Storage Plan (PR330) 10. Cooking under a Type I commercial hood; installation or modification of a fire extinguishing system located in a commercial cooking hood? Hood & Duct Extinguishing System, not just the hood mechanical plan. (PR335) Initial each of the following two items indicating that you have read and understand the statement: 11. *Sprinklers/Alarms: Consult Building/Fire Codes and ordinances to determine sprinkler/alarm requirements; if a system is required, plans shall be submitted for OCFA review. Existing buildings undergoing remodel must be evaluated by a licensed Initials contractor to determine if modification is needed; if so, contractor shall submit plans prior to making modifications. 12. Fire Hazard Severity Zone: Consult maps available at building department or on OCFA website to determine if your site is located in a FHSZ. Buildings in a FHSZ may be subject to special construction requirements detailed in CBC Chapter 7A or CRC R327— Initials the building department will determine specific requirements. I certify under penalty of perjury under the laws of the State of California that the above is true: Print Name Signature Phone Number ( ) Date / / Building Department: If you have verified that all of the questions have been answered accurately as “NO”, and the project does not otherwise require OCFA review of sprinkler or alarm plans*, then you may accept this signed form as a written release that OCFA review is not required. Should you still require that the applicant have plans approved by OCFA, please initial here or attach an OCFA referral form and have the applicant submit the form along with the appropriate plans and fees for OCFA review. 10-08-14 EE COM LR LR O R A N G E C O U N T Y F I R E A U T H O R I T Y Plan Referral Form Required for OCFA to review plans upon the request of the Building Department when the answers on the Plan Submittal Criteria Form (on the reverse) are all “No”. City / County Official Requesting Review: City / County Reference #: Date: __________________________________ City / County: _____________________________________ E-Mail: __________________________________ Contact Name: _____________________________________ Phone #: _________________________________ Title: _____________________________________ ** Have the applicant complete and sign the OCFA Plan Submittal Criteria Form on the reverse of this form. ** Reason(s) for Review: Please describe why OCFA Plan Review is or may be required by the City/County : OCFA COMMENTS:  No further action required on this specific plan type, based on information provided on: ____/______/______.  Project to be taken in for OCFA Review. Other: Name: _________________________________________ Contact #: ______________________________________ Date: _________________________________ OCFA Authorization Updated: 06/02/2020 rs 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 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 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 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 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 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 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 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 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 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 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 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 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 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 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 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 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 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 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 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 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 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 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 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 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 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 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 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 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 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 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 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 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 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 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 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 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 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