ARMC Central Plant Medical Vacuum System Replacement - Plan HCAI Approved.pdf
PDF 27 MB Posted
- Solicitation number
- ANE223-ANE2C-6171
- Issued by
- San Bernardino County, California
About this file
This is a comprehensive HCAI-approved construction plan set for the Arrowhead Regional Medical Center's Central Plant Medical Vacuum System Replacement project located at 400 North Pepper Avenue, Colton, California. The project involves the replacement of three existing Quincy 50 HP medical vacuum pumps with two new Amico Hexaplex stack-mounted vacuum systems, each containing six 15 HP pumps with a combined capacity of 1,290 SCFM compared to the existing 624 SCFM system. The work is executed in four sequential phases: Sequence 1 involves installation of the first Hexaplex system (MV-1) and bringing it online; Sequence 2 requires shutdown of the existing vacuum system and removal of the two 300-gallon receiver tanks; Sequence 3 entails installation of the second Hexaplex system (MV-2) and bringing it online; and Sequence 4 covers demolition and removal of the three existing Quincy pumps and associated infrastructure. The project area encompasses 850 square feet on the second floor of the Central Plant Building (BLD-00075), a two-story Type IA, fully sprinklered structure built in 1994 with 2-hour floor/slab construction.
The construction documents include detailed architectural, structural, electrical, and plumbing drawings prepared by SWA Architects, Spire Structural Engineering Inc., and PBS Engineers, and are designed to comply with 2022 California Building Code, Title 24, NFPA 99 Health Care Facilities Code, and all applicable state and local regulations. All electrical power for the new medical vacuum systems shall be supplied from the essential electrical distribution (emergency power) system, with new 250AF circuit breakers with adjustable trip settings required in the existing distribution boards CP-EEDH1 (600A, 480V) and CP-EEMDH1 (4000A, 480V). New equipment concrete pads, structural supports, seismic bracing, firestopping systems, and roof penetrations with flashing are required as detailed in the structural and architectural drawings. Coordination with all trades, verification of existing utilities and conditions, maintenance of fire protection systems and life safety devices, and compliance with infection control policies and procedures are essential contractor responsibilities. The project requires HCAI field review and approval of all deferred submittals, firestop systems, and penetration protection prior to installation, with as-built drawings and record documentation to be provided upon completion.
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Text version
SYMBOLS LEGEND
WALL IDENTIFICATION
DOOR LETTER, SEE PLAN
ROOM NUMBER
DEPARTMENT LETTER
SHEET NO.
SECTION NO.
SHEET NO.
SECTION NO.
SHEET NO.
ELEVATION NO.
DETAIL NO.
SHEET NO.
EXISTING GRID LINE
NEW GRID LINE
EXISTING WALLS TO REMAIN
TO BE CONSTRUCTED
EXISTING WALLS TO
AREA/SCOPE OF WORK
/ENLARGED PLAN AREA
MATCH LINE
PROPOSED WALLS
CONCRETE
BE REMOVED
STEEL
PLYWOOD
INSULATION
GYPSUM BOARD
EXTERIOR WINDOW SYMBOL/TYPE
EQUIPMENT SYMBOL
WALL TYPE REFERENCE
REVISION REFERENCE
INTERIOR WINDOW SYMBOL/TYPE
WOOD MEMBER
DOOR SYMBOL
CLOUD AROUND REVISION
DETAIL REFERENCE
BUILDING SECTION
INTERIOR ELEVATION
EXTERIOR ELEVATION
WALL SECTION
REVISION
2 HR RATED FIRE PARTITION
1 HR RATED FIRE PARTITION
1 HR FIRE RATED SMOKE BARRIER
SECTION NO.
SHEET NO.
DEMO KEYNOTE
A-4.20
A-4.00
A-3.00
XX
XXXX
XX
E101A
B2
A
A-2.20 A-2.20
A-2.21 A-2.21
A-7.00
N
EW
S
A-2.40
PROPOSED KEYNOTE/ KEYED
NUMBERED NOTES
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M
ELECTRICAL ENGINEER
PBS ENGINEERS, INC.
279 E. ARROW HIGHWAY, SUITE 201
SAN DIMAS, CA 91773
CONTACT: REY ALVARADO
TEL: (626) 691-0379
FAX: (626) 650-0352
PLUMBING ENGINEER
PBS ENGINEERS, INC.
279 E. ARROW HIGHWAY, SUITE 201
SAN DIMAS, CA 91773
CONTACT: CORY NAKANISHI
TEL: (626) 691-0379
FAX: (626) 650-0352
N.T.S.
GENERAL NOTES
PROJECT NARRATIVE
APPLICABLE CODES
PROJECT DIRECTORY
VICINITY MAP
MEDICAL VACUUM PUMP REPLACEMENT
STRUCTURAL ENGINEER
SPIRE STRUCTURAL ENGINEERING INC.
26461 RANCHO PARKWAY SOUTH,
LAKE FOREST, CA 92630
CONTACT: JEREMY WELTON
TEL: (949) 916-3440
PROJECT SCOPE
THE TYPE OF APPROVAL TO BE ISSUED BY THE OSHPD FOR THIS PROJECT IS:
NON STRUCTURAL ALTERATION
INCIDENTAL STRUCTURAL ALTERATION
INCIDENTAL STRUCTURAL ADDITION
MINOR STRUCTURAL ALTERATION
MINOR STRUCTURAL ADDITION
MAJOR STRUCTURAL ALTERATION
MAJOR STRUCTURAL ADDITION
1. REPLACEMENT OF EXISTING MEDICAL VACUUM PUMPS EQUIPMENT WITH
NEW, LOCATED AT SECOND FLOOR OF CENTRAL PLANT BUILDING. THE
WORK WILL BE EXECUTED IN FOUR SEQUENCES.
BUILDING DATADEFERRED SUBMITTALS
INSTALLATION OF THE FOLLOWING ITEMS SHALL NOT BE STARTED UNTIL
DETAILED PLANS, SPECIFICATIONS AND ENGINEERING CALCULATIONS HAVE
BEEN SUBMITTED TO AND APPROVED BY THE ARCHITECT OR ENGINEER OF
RECORD AND OSHPD. THE ARCHITECT OR ENGINEER OF RECORD SHALL
REVIEW AND FORWARD SUBMITTAL DOCUMENTS FOR DEFERRED ITEMS TO
OSHPD WITH A NOTATION INDICATING THAT THE DOCUMENTS HAVE BEEN
REVIEWED AND FOUND TO BE IN GENERAL CONFORMANCE WITH THE DESIGN OF
THE PROJECT.
· NONE
HCAI FACILITY # 17282
BLD-00075- CENTRAL PLANT- BLDG 05
BUILDING TYPE: TYPE IA
OCCUPANCY: F-1 (H-3 GENERATOR ROOM ONLY)
STORIES: 2 STORY BUILDING 52'-6" FROM GROUND
FLOOR TO TOP OF ROOF PARAPET
FULLY SPRINKLERED: YES
YEAR OF CONSTRUCTION: 1994
EXISTING FLOOR/SLAB RATING: 2-HOUR
FLOOR/SLAB CONSTRUCTION: CONCRETE COMPOSITE DECK
EXISTING CORRIDOR CONSTRUCTION: 1-HOUR
AREA OF WORK: 850 SF
CAMPUS PLAN
GENERAL NOTES,
SHEET INDEX, VICINITY
MAP, LEGEND
T-1.00
SHEET INDEX
TITLE SHEETS
T-1.00 GENERAL NOTES, SHEET INDEX, VICINITY MAP, LEGEND
ARCHITECTURAL
A-1.00 OVERALL SITE PLAN
A-1.01 FIRST & SECOND FLOOR LIFE SAFETY & EGRESS PLANS
A-2.10 SECOND FLOOR OVERALL PLAN SEQUENCE ORDER
A-2.11 SECOND FLOOR DEMOLITION & PROPOSED PLANS - SEQUENCE 1
A-2.12 SECOND FLOOR DEMOLITION & PROPOSED PLANS - SEQUENCES 2 & 3
A-2.13 SECOND FLOOR DEMOLITION & PROPOSED PLANS - SEQUENCE 4
A-9.00 DETAILS
A-9.01 FIRESTOP SYSTEMS
A-10.00 MEDICAL VACUUM DRAWINGS (FOR REFERENCE)
STRUCTURAL
S-0.00 GENERAL NOTES
S-1.01 TYPICAL DETAILS
S-2.11 SECOND FLOOR PLAN & DETAILS PHASE 1
S-2.12 SECOND FLOOR PLAN & DETAILS PHASE 2 & 3
S-3.01 DETAILS
ELECTRICAL
E-0.00 GENERAL NOTES, SYMBOLS, ABBREVIATIONS AND SHEET INDEX
E-0.01A SINGLE LINE DIAGRAM - SEQUENCE 1& 2
E-0.01B SINGLE LINE DIAGRAM - SEQUENCE 3
E-0.01C SINGLE LINE DIAGRAM - SEQUENCE 4
E-2.00 SECOND FLOOR OVERALL PLAN
E-2.11 SECOND FLOOR DEMO AND REMODEL POWER PLANS - SEQUENCE 1
E-2.12 SECOND FLOOR DEMO AND REMODEL POWER PLANS - SEQUENCES 2 & 3
E-2.13 SECOND FLOOR DEMO AND REMODEL POWER PLANS - SEQUENCE 4
E-2.21 SECOND FLOOR DEMO AND REMODEL LIGHTING PLANS - SEQUENCE 1,2,3 & 4
E-2.31 SECOND FLOOR DEMO AND REMODEL FIRE ALARM PLANS - SEQUENCE 1,2,3 & 4
E-3.00 ELECTRICAL DETAILS
PLUMBING
P-0.00 GENERAL NOTES, LEGEND, ABBREVIATIONS, SHEET INDEX AND SCHEDULE
P-2.00 SECOND FLOOR OVERALL PLUMBING PLAN
P-2.11 SECOND FLOOR DEMOLITION & REMODEL PLUMBING PLAN - SEQUENCE 1
P-2.12 SECOND FLOOR DEMOLITION & REMODEL PLUMBING PLAN -
SEQUENCES 2 & 3
P-2.13 SECOND FLOOR DEMOLITION & REMODEL PLUMBING PLAN - SEQUENCE 4
P-2.14 ROOF PLUMBING PLAN
ARROWHEAD REGIONAL MEDICAL CENTER
400 N PEPPER AVE, COLTON, CA 92324
W VALLEY BLVD.
W OLIVE ST.
W CITRUS ST. E. RANDALL AVE.
W. SAN BERNARDINO AVE.
N PEPPER AVE
N EUCALYPTUS AVE
N MERIDIAN AVE
N RANCHO AVE
S SYCAMORE AVE
S RIVERSIDE AVE
S W
ILLOW
AVE
S LILAC AVE
PROJECT SITE
ARROWHEAD REGIONAL
MEDICAL CENTER
400 N Pepper Ave.
Colton, CA. 92324
W OLIVE ST.
W C ST.
GENERAL NOTES:
1. THE CONTRACTOR SHALL VISIT THE SITE INCLUDING ALL AREAS INDICATED ON
THE DRAWINGS TO THOROUGHLY FAMILIARIZE HIMSELF WITH THE EXISTING
CONDITIONS. CONTRACTOR SHALL VERIFY CONDITIONS AND DIMENSIONS AT JOB
SITE PRIOR TO BIDDING AND START OF CONSTRUCTION. PRIOR TO INSPECTION OF
THE EXISTING FACILITY, THE CONTRACTOR MUST RECEIVE PERMISSION FOR
ACCESS FROM THE OWNER OR THE DESIGNATED REPRESENTATIVE. IF
DISCREPANCIES ARE FOUND, THE ARCHITECT SHALL BE NOTIFIED FOR
CLARIFICATION. CONTACT THE ARCHITECT TO CLARIFY ALL UNCLEAR DRAWING
ITEMS PRIOR TO BIDDING. BY SUBMITTING A BID, THE CONTRACTOR ACCEPTS THE
CONDITIONS UNDER WHICH HE SHALL BE REQUIRED TO PERFORM THE WORK.
2. MECHANICAL, ELECTRICAL, AND STRUCTURAL DRAWINGS ARE SUPPLEMENTARY
TO THE ARCHITECTURAL DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE
GENERAL CONTRACTOR TO CHECK WITH THE ARCHITECTURAL DRAWINGS
BEFORE THE INSTALLATION OF MECHANICAL, ELECTRICAL, AND STRUCTURAL
WORK. ANY DISCREPANCY BETWEEN THE ARCHITECTURAL AND THE OTHER
DRAWINGS, SHALL BE BROUGHT TO THE ARCHITECT'S ATTENTION FOR
CLARIFICATION. WORK INSTALLED IN CONFLICT WITH THE ARCHITECTURAL
DRAWINGS SHALL BE CORRECTED BY THE GENERAL CONTRACTOR AT HIS OWN
EXPENSE, AND AT NO EXPENSE TO THE OWNER.
3. DO NOT SCALE DRAWINGS. LARGER SCALE DRAWINGS GOVERN OVER SMALLER
SCALE DRAWINGS.
4. ABBREVIATIONS THROUGHOUT THE PLANS ARE THOSE IN COMMON USE.
ARCHITECT SHALL DEFINE INTENT OF ANY IN QUESTION.
5. FINISH FLOOR ELEVATIONS ARE TO TOP OF CONCRETE, UNLESS OTHERWISE
NOTED.
6. CEILING HEIGHT DIMENSIONS ARE TO FINISHED SURFACE OF CEILING.
7. WALL DIMENSIONS ARE TO FACE OF FINISH UNLESS NOTED OTHERWISE.
CONSTRUCTION NOTES:
1. DUCTS PENETRATING STUD WALLS SHALL BE PROVIDED WITH NECESSARY
FRAMES AND BRACING AROUND THE OPENING.
2. CONTRACTOR SHALL PROVIDE AND INSTALL ALL STIFFENERS, BRACING, BACK-UP
PLATES, AND SUPPORTING BRACKETS REQUIRED FOR THE INSTALLATION OF ALL
CASEWORK, TOILET ACCESSORIES, AND FLOOR MOUNTED OR SUSPENDED
MECHANICAL AND ELECTRICAL EQUIPMENT.
3. CONTACT BETWEEN DISSIMILAR METALS SHALL BE PROPERLY SEPARATED BY THE
CONTRACTOR.
4. ALL DUST, NOISE AND ODORS SHALL BE CONTROLLED PER OWNER'S
REQUIREMENTS AND THOSE OF THE AHJ.
5. REQUIRED EXITS SHALL NOT BE BLOCKED AT ANY TIME.
6. THE CONTRACTOR SHALL PROTECT ALL FINISHED WORK AND SURFACES FROM
DAMAGE DURING THE COURSE OF WORK AND SHALL REPLACE AND/OR REPAIR
ALL DAMAGE CAUSED BY CONTRACTOR.
7. UPON COMPLETION OF WORK, ALL CONSTRUCTION AREAS SHALL BE LEFT BROOM
CLEAN AND FREE OF DEBRIS.
8. WHEN IT IS NECESSARY TO INTERRUPT ANY EXISTING UTILITY SERVICE, A
MINIMUM OF 1 WEEK ADVANCE NOTICE SHALL BE GIVEN TO THE OWNER.
INTERRUPTIONS IN UTILITY SERVICES SHALL BE OF THE SHORTEST POSSIBLE
DURATION FOR THE WORK AT HAND AND SHALL BE APPROVED IN ADVANCE BY
THE OWNER.
9. IN THE EVENT THE UTILITY SERVICE IS INTERRUPTED WITHOUT THE REQUIRED
NOTICE THE CONTRACTOR SHALL BE FINANCIALLY LIABLE FOR ALL DAMAGES
SUFFERED BY THE OWNER DUE TO THE UNAUTHORIZED INTERRUPTION.
RECONNECTION SHALL BE MADE IMMEDIATELY.
10. OWNER'S INSPECTOR: AN INSPECTOR EMPLOYED BY THE OWNER IN ACCORDANCE
WITH TITLE 24, CCR, SHALL BE ASSIGNED TO INSPECT THE WORK. THE WORK OF
CONSTRUCTION IN ALL STAGES OF PROGRESS SHALL BE SUBJECT TO THE
PERSONAL CONTINUOUS OBSERVATION OF THE INSPECTOR. HE SHALL HAVE FREE
ACCESS TO ANY OR ALL PARTS OF THE WORK AT ANY TIME. THE CONTRACTOR
SHALL FURNISH THE INSPECTOR REASONABLE FACILITIES FOR OBTAINING SUCH
INFORMATION AS MAY BE NECESSARY TO KEEP HIM FULLY INFORMED WITH
RESPECT TO THE PROGRESS AND MANNER OF THE WORK AND THE CHARACTER
OF THE MATERIALS. INSPECTION OF THE WORK SHALL NOT RELIEVE THE
CONTRACTOR FROM ANY OBLIGATION TO FULFILL THIS CONTRACT.
11. CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTION OF EXISTING HVAC
FILTERS WITHIN THE AREA OF WORK. CONTRACTOR SHALL BE RESPONSIBLE FOR
THE PROTECTION OF AND, WHERE REQUIRED BY THE HCAI AND/OR CITY FIRE
MARSHALS, THE OPERATIONAL MAINTENANCE OF FIRE LIFE SAFETY DEVICES
WITHIN THE AREA OF WORK. ALL FIRE PROTECTION SYSTEMS (SPRINKLERS, PULL
BOXES, STAND PIPES, FIRE DAMPERS, EMERGENCY LIGHTS) SHALL BE KEPT IN
SERVICE AND ACCESSIBLE AT ALL TIMES.
12. ONLY NEW ITEMS OF RECENT MANUFACTURE, OF THE QUALITY SPECIFIED, FREE
FROM DEFECTS, SHALL BE PERMITTED IN THE WORK.
13. WHEN CONFLICTING INFORMATION IS FOUND IN THIS SET OF DRAWINGS AND
SPECIFICATIONS, THE MOST RESTRICTIVE/COSTLY REQUIREMENT SHALL PREVAIL.
AN RFI SHALL BE SENT TO THE ARCHITECT FOR CLARIFICATION, PRIOR TO
CONSTRUCTION. IF THE GENERAL CONTRACTOR CHOOSES TO PROCEED WITH
THE WORK WITHOUT CLARIFICATION FROM THE ARCHITECT, THE GENERAL
CONTRACTOR SHALL BEAR ALL OF THE COST WITHOUT ADDITIONAL COST TO THE
OWNER.
LIFE SAFETY:
1. ALL EXIT DOORS SHALL BE OPERABLE FROM THE INSIDE WITHOUT THE USE OF A
KEY OR ANY SPECIAL KNOWLEDGE OR EFFORT. PANIC HARDWARE SHALL BE
MOUNTED AT A HEIGHT OF NOT LESS THAN 34" OR MORE THAN 44" ABOVE THE
FLOOR. THE UNLATCHING FORCE SHALL NOT EXCEED 15 POUNDS WHEN APPLIED
IN THE DIRECTION OF EXIT.
2. ALL EXIT LIGHTING AND SIGNS TO HAVE MINIMUM 6-INCH HIGH LETTERS IN
ACCORDANCE WITH CBC, SEC. 1011.6.1.
3. EMERGENCY LIGHTING SHALL BE PROVIDED GIVING A VALUE OF ONE FOOT
CANDLE AT FLOOR LEVEL IN ALL EXIT CORRIDORS.
4. MAINTAIN 44 INCHES MINIMUM CLEARANCE TO ALL REQUIRED EXITS.
DRAWING SET:
1. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO OBTAIN A COMPLETE SET OF
CONTRACT DOCUMENTS, ADDENDA, DRAWINGS AND SPECIFICATIONS. THE
CONTRACTOR SHALL CHECK THE DRAWINGS OF THE OTHER TRADES AND SHALL
CAREFULLY READ THE ENTIRE SPECIFICATIONS AND DETERMINE HIS
RESPONSIBILITIES. FAILURE TO DO SO SHALL NOT RELEASE THE CONTRACTOR
FROM DOING THE WORK IN COMPLETE ACCORDANCE WITH THE DRAWINGS AND
SPECIFICATIONS.
2. THE PROJECT DRAWINGS AND SPECIFICATIONS COMPRISE A COMPLETE SET OF
CONSTRUCTION DOCUMENTS AND SHALL NOT BE SPLIT NOR SEPARATED BY THE
CONTRACTOR DURING BIDDING NOR CONSTRUCTION. PARTIAL DRAWING SETS
SHALL NOT BE PERMITTED TO BE USED ON THE JOB SITE.
AS-BUILT DRAWINGS:
1. THE CONTRACTOR SHALL PROVIDE AND KEEP UPDATED A COMPLETE RECORD
SET OF DRAWINGS. THE RECORD DRAWINGS SHALL BE CORRECTED DAILY AND
SHOW EVERY CHANGE FROM THE ORIGINAL DRAWINGS, NEATLY DELINATED WITH
CONTRASTING COLOR TO INCLUDE ACTUAL LOCATIONS OF CONCEALED WORK.
THIS SET OF DRAWINGS SHALL BE KEPT ON THE JOB SITE AND SHALL BE MADE
AVAILABLE BY THE CONTRACTOR FOR REVIEW BY THE OWNER, ARCHITECT OR
INSPECTOR OF RECORD UPON REQUEST.
2. CONTRACTOR'S RECORD SET DRAWINGS SHALL BE DELIVERED TO THE
ARCHITECT UPON FINAL COMPLETION OF THE WORK SO THAT ARCHITECT MAY
PREPARE RECORD SET PLANS FOR THE OWNER.
FIRE PROTECTION AND EQUIPMENT:
1. PRIOR TO SPRINKLER INSTALLATION, FIRE SPRINKLER CONTRACTOR SHALL
SUBMIT PLANS TO THE ARCHITECT FOR REVIEW PRIOR TO SUBMITTING TO THE
CALIFORNIA DEPARTMENT OF HEALTH CARE ACCESS AND INFORMATION (HCAI).
2. PROVIDE FIRE EXTINGUISHERS WHERE INDICATED AND AS REQUIRED BY FIRE
DEPARTMENT FIELD INSPECTOR.
3. CONTRACTOR IS RESPONSIBLE FOR PROVIDING FIRE SPRINKLER SHOP
DRAWINGS AND HYDRAULIC CALCULATIONS.
FIRE STOPPING:
1. CONTRACTOR SHALL PROVIDE PROPER FIRE STOPPING AT FLOOR AND WALL
PENETRATIONS FOR PLUMBING, ELECTRICAL AND FIRE SPRINKLER LINES AS
REQUIRED PER THE APPROPRIATE UL DESIGN LISTING NUMBER.
2. WHERE PROVIDED, THROUGH-PENETRATION FIRESTOP SYSTEM AND MEMBRANE
PENETRATION DETAILS ARE FOR REFERENCE ONLY. THROUGH-PENETRATIONS
AND MEMBRANE PENETRATIONS SHALL BE PROTECTED BY AN APPROVED
PENETRATION FIRESTOP SYSTEM OR MEMBRANE PENETRATION FIRESTOP
SYSTEM INSTALLED AS TESTED IN ACCORDANCE WITH ASTM E 814 OR UL 1479,
WITH A MINIMUM POSITIVE PRESSURE DIFFERENTIAL OF 0.01 INCH (2.49 Pa) OF
WATER OR AS OTHERWISE PERMITTED BY CBC, SECTION 714. LISTED
THROUGH-PENETRATION FIRESTOP SYSTEMS AND MEMBRANE PENETRATIONS
SHALL BE INSTALLED IN ACCORDANCE WITH THE INSTALLATION DETAILS FOR
LISTED SYSTEMS. LISTED THROUGH-PENETRATION FIRESTOP SYSTEMS,
MEMBRANE PENETRATION PROTECTION AND OTHER PERMITTED MEANS AND
METHODS OF PENETRATION PROTECTION SHALL BE SUBMITTED FOR HCAI FIELD
REVIEW AND APPROVAL PRIOR TO INSTALLATION. CBC 714.1
INFECTION CONTROL:
1. THE CONTRACTOR SHALL COMPLY WITH ALL INFECTION CONTROL POLICIES AND
PROCEDURES ESTABLISHED BY THE HOSPITAL. INFECTION CONTROL
PROCEDURES MUST BE REVIEWED AND UNDERSTOOD BY THE CONTRACTOR
PRIOR TO BIDDING.
CALIFORNIA DEPARTMENT OF HEALTH CARE ACCESS AND INFORMATION (HCAI),
FORMERLY THE OFFICE OF STATEWIDE HEALTH PLANNING AND DEVELOPMENT
(OSHPD):
1. THE INTENT OF THE DRAWINGS AND SPECIFICATIONS IS TO RECONSTRUCT THE
HOSPITAL BUILDING IN ACCORDANCE WITH CALIFORNIA BUILDING STANDARDS
CODE, TITLE 24, CALIFORNIA CODE OF REGULATIONS. SHOULD ANY CONDITION
DEVELOP NOT COVERED BY THE APPROVED PLANS AND SPECIFICATIONS
WHEREIN THE FINISHED WORK WOULD NOT COMPLY WITH TITLE 24, CALIFORNIA
CODE OF REGULATIONS, A CHANGE ORDER DETAILING AND SPECIFYING THE
REQUIRED WORK SHALL BE SUBMITTED TO AND APPROVED BY HCAI BEFORE
PROCEEDING WITH THE WORK.
2. SAMPLES AND SPECIFICATIONS OF INTERIOR WALL AND CEILING FINISH
MATERIALS SHALL COMPLY WITH CBC, SEC. 803 AND BE REVIEWED BY THE HCAI
FIELD INSPECTOR PRIOR TO INSTALLATION. TEST REPORTS FOR CARPETING
CONFIRMING COMPLIANCE TESTING IN ACCORDANCE WITH NFPA 253 SHALL BE
FURNISHED TO THE HCAI BUILDING OFFICIAL UPON REQUEST.
3. CHANGES TO APPROVED DRAWINGS AND SPECIFICATIONS SHALL BE MADE BY
ADDENDA OR CHANGE ORDER APPROVED BY HCAI, AS REQUIRED BY PART 1, TITLE
24 CCR.
4. PRE-APPROVED DETAILS: A COPY OF THE HCAI PRE-APPROVED DOCUMENTS MUST
BE MADE AVAILABLE AT THE JOB SITE AT ALL TIMES. WORK MUST BE PERFORMED
IN STRICT ACCORDANCE WITH THE PRE-APPROVAL DOCUMENTS.
ANCHORAGE:
1. ANCHORAGE OF EQUIPMENT SHALL COMPLY WITH THE PROVISIONS OF TITLE 24,
PART 2, 2022 CBC SEC. 1617A AND ASCE 7, CHAPTER 13 - LATERAL FORCE ON
ELEMENTS OF STRUCTURES, NON-STRUCTURAL COMPONENTS & EQUIPMENT
SUPPORTED BY STRUCTURES.
2. PIPES, DUCTS AND CONDUITS SHALL BE SUPPORTED AND BRACED PER HCAI'S
OSHPD ANCHORAGE PRE-APPROVAL NO. OPM-0052-13, THE "B-LINE/TOLCO" OR
OTHER OSHPD PRE-APPROVED SYSTEM. SHOP DRAWINGS OF THE SUPPORT AND
BRACING SYSTEMS PER THE PRE-APPROVAL SHALL BE SUBMITTED TO THE
ARCHITECT FOR REVIEW TO VERIFY DETAILS ARE IN CONFORMANCE WITH CODE
REQUIREMENTS. SHOP DRAWINGS SHALL BE IN ACCORDANCE WITH ASCE 7,
CHAPTER 13 AS MODIFIED BY 2022 CBC, SEC. 1617A.
3. 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.
ARCHITECT
SWA ARCHITECTS
48 EAST HOLLY STREET
PASADENA, CA 91103
CONTACT: TINA GO
TEL: 626-793-9805
FAX: 626-793-9807
BUILDING 02,
DIAGNOSTICS &
TREATMENT, BLD-00071
BUILDING 04
MENTAL HEALTH, BLD-00074
BUILDING 01
NURSING TOWER, BLD-00072
BUILDING 06,
MRI BUILDING, BLD-00076
BUILDING 05,
CENTRAL PLANT, BLD-00075
BUILDING 07, LOADING DOCK
BLD-00077
BUILDING 03, CLINICS BUILDING
BLD-00073
PROJECT LOCATION
SECOND FLOOR
HCAI PLAN SUBMITTAL 01-30-2025
ARCHITECTS
•tel: 626.793.9805 fax: 626.793.9807
48 east holly street pasadena, ca 91103
AGENCY STAMP
ISSUE/REVISION
PROJECT DATA
AGENCY NUMBER
SHEET TITLE
PROJECT NO.
DATE
SHEET NO.
DRAWN BY
CHECKED BY
ARCHITECT
20230047
MEDICAL
VACUUM PUMP
REPLACEMENT
400 N. PEPPER AVE.
COLTON, CA 92324
ARROWHEAD REGIONAL
MEDICAL CENTER
SW
RJ
LM/ GE
11-13-2023
(CENTRAL PLANT BLDG)
APPLICABLE CODES CURRENT ADOPTED EDITIONS
1. 2022 CALIFORNIA ADMINISTRATIVE CODE (CAC)
PART 1, TITLE 24, CALIFORNIA CODE OF REGULATIONS (CCR)
2. 2022 CALIFORNIA BUILDING CODE (CBC)
PART 2, TITLE 24, CCR
BASED ON THE 2021 INTERNATIONAL BUILDING CODE (IBC)
3. 2022 CALIFORNIA ELECTRICAL CODE (CEC)
PART 3, TITLE 24, CCR
BASED ON THE 2020 NATIONAL ELECTRICAL CODE (NEC)
4. 2022 CALIFORNIA MECHANICAL CODE (CMC)
PART 4, TITLE 24, CCR
BASED ON THE 2021 UNIFORM MECHANICAL CODE (UMC)
5. 2022 CALIFORNIA PLUMBING CODE (CPC)
PART 5, TITLE 24, CCR
BASED ON THE 2021 UNIFORM PLUMBING CODE (UPC)
6. 2022 CALIFORNIA FIRE CODE (CFC)
PART 9, TITLE 24, CCR
BASED ON THE 2021 INTERNATIONAL FIRE CODE (IFC)
7. 2022 CALIFORNIA EXISTING BUILDING CODE (CEBC)
PART 10, TITLE 24, CCR
BASED ON THE 2021 INTERNATIONAL BUILDING CODE
8. 2022 CALIFORNIA GREEN BUILDING STANDARDS CODE (CALGREEN)
PART 11, TITLE 24, CCR
9. 2022 CALIFORNIA REFERENCED STANDARDS CODE (CRSC)
PART 12, TITLE 24, CCR
10. 2022 NFPA 13 - STANDARD FOR THE INSTALLATION OF SPRINKLER SYSTEMS
11. 2021 NFPA 17 - STANDARD FOR DRY CHEMICAL EXTINGUISHER SYSTEMS
12. 2022 NFPA 72 - NATIONAL FIRE ALARM AND SIGNALING CODE
13. 2021 NFPA 99 - HEALTH CARE FACILITIES CODE
N
N
& And ∠ Angle ℄ Centerline # Pound or Number
(E) Existing
(N) New
A/C Air Conditioning ADDT'L Additional ABV. Above A.D. Area Drain ACT. Adjustable A.F.F. Above Finish Floor A.F.C. Above Finish Ceiling AHJ Authority Having Jurisdiction ALUM. Aluminum AN. Anodized APPROX. Approximate ASPH. Asphalt
BD. Board BLDG. Building BLK. Block BLKG. Blocking B.O. Bottom of B.O.C. Back of Curb BOT. Bottom
CAB. Cabinet C.B. Catch Basin CER. Ceramic C.I. Cast Iron CLG. Ceiling CLKG. Caulking CLR. Clear COL. Column CONC. Concrete CONN. Connection CONSTR. Construction CONT. Continuous CORR. Corridor CPT. Carpet CNTR. Counter CTR. Center C.F.C.I. Contractor Furnished Contractor
Installed
DBL. Double DEMO. Demolition DEPT. Department D.F. Drinking Fountain D.H. Double Hung DIAG. Diagonal DIM. Dimension DISP. Dispenser DN. Down D.O. Door Opening DR. Door DS. Downspout D.SP. Dry Standpipe DWG. Drawing DWR. Drawer
E. East EA. Each EL. Elevation ELEC. Electrical ELEV. Elevator/Elevation EMER. Emergency ENCL. Enclosure E.P.B. Electrical Panel Board EQ. Equal EQUIP. Equipment EST. Estimate E.W.C. Electric Water Cooler E.W.H. Electric Water Heater EXH. Exhaust EXIST. Existing EXP. Expansion EXT. Exterior
F.A. Fire Alarm F.D. Floor Drain FDN. Foundation F.A. Fire Extinguisher F.E.C. Fire Extinguisher Cabinet F.F. Finish Floor F.H.C. Fire Hose Cabinet FIN. Finish FL. Floor FLR. Floor FLASH. Flashing FLUOR. Fluorescent F.O.C. Face of Concrete
Face of Curb F.O.F. Face of Finish F.O.M. Face of Masonry F.O.S. Face of Stud F.P. Flat Point FPRF. Fireproof F.S. Floor Sink FT. Foot/Feet FTG. Footing FUT. Future F.V. Field Verify
GA. Gauge GALV. Galvanized G.B. Grab Bar GL. Glass GND. Ground GR. Grade GYP. Gypsum
H.C. Hollow Core HDWD. Hardwood HDW. Hardware H.M. Hollow Metal HORIZ. Horizontal HR. Hour HGT. Height HVAC. Heating/Ventilating/Air
Conditioning H.W.H. Hot Water Heater
I.D. Inside Diameter INSUL. Insulation INT. Interior INV. Invert
JAN. Janitor JT. Joint
KIT. Kitchen
LAM. Laminate LAV. Lavatory LAND'G Landing
L.B. Lag Bolt L.G. Lead Glass L.H. Left Hand LIN. Linen LKR. Locker LWC. Lightweight Concrete LVR. Louver
MAX. Maximum MECH. Mechanical MET. Metal MFR. Manufacturer MIN. Minimum MIR. Mirror MISC. Miscellaneous MTD. Mounted MTL. Metal MUL. Mullion
N. North N.I.C. Not In Contract N.C. Nurse Call No. or # Number NOM. Nominal N.T.S. Not To Scale
O Oxygen O.C. On Center O.D. Outside Diameter OFF. Office OH. Overhead OPNG. Opening OPP. Opposite O.H. Opposite hand O.F.C.I. Owner Furnished
Contractor Installed O.F.O.I. Owner Furnished
Owner Installed O.F.V.I. Owner Furnished
Vendor Installed
PAR. Parallel P.B. Panic Bar PRCST. Pre-cast PL. Plate P.G. Plate Glass P.LAM. Plastic Laminate PLAS. Plaster PLYWD. Plywood PR. Pair P.S.I. Pounds per Square Inch PT. Point P.T.D. Paper Towel Dispenser P.T.D/T. Paper Towel combination
Dispenser & Trash
Q.T. Quarry Tile
R. Riser RAD. Radius R.D. Roof Drain REF. Reference REFR. Refrigerator RF Radio Frequency RGTR. Register REINF. Reinforced REQ. Required RESIL. Resilient RFG. Roofing R.H. Right Hand RM. Room R.O. Rough Opening
S. South S.C. Solid Core S.C.D. Seat Cover Dispenser SCHED. Schedule SCN. Screen S.D. Soap Dispenser/
Storm drain SECT. Section SG. Semi Gloss SH. Shelf SHR. Shower SHT. Sheet SIM. Similar S.N.D. Sanitary Napkin Dispenser S.N.R. Sanitary Napkin Receptacle S.P. Starting Point SPEC. Specifications SQ. Square S.S. Stainless Steel STA. Station STD. Standard STG. Sheathing STL. Steel STOR. Storage STRL. Structural SUSP. Suspended SV Sheet Vinyl SYM. Symmetrical
TR. Tread TEL. Telephone T.G. Tempered Glass THK. Thick THR. Threshold T.O.J. Top of Joint T.O.P. Top of Pavement T.P.D. Toilet Paper Dispenser TV Television T.O.W. Top of Wall TYP. Typical
UNF. Unfinished U.N.O. Unless Noted Otherwise U.O.N. Unless Otherwise Noted
V.I.F. Verify In Field V. Vacuum V.B. Vinyl Base V.C.T. Vinyl Composite Tile VERT. Vertical VEST. Vestibule VIN. Vinyl V.T. Vinyl Tile
W. West W/ With W.C. Water Closet WD. Wood W/O Without W.G. Wire Glass W.H. Wall Hung WSCT. Wainscot WP. Waterproofing W.T.W. Wall to Wall
ABBREVIATIONS
CLIENT
ARROWHEAD REGIONAL MEDICAL CENTER
400 NORTH PEPPER AVE.
COLTON,, CA 92324
CONTACT: JAVIER RUIZ
TEL: (909) 580-1000
S250159-36-00
6/26/2025, 1:29:14 PM
S250159-36-00
Allen Cheng
4T H
S
TR
EE
T
4T H
S
TR
EE
T
7T H
S
TR
EE
T
5T H
S
TR
EE
T
EXISTING MEDICAL
OFFICE BUILDING
EXISTING DROP-OFF
EXISTING PARKING LOT
EXISTING PARKING LOT
EXISTING PARKING LOT
EXISTING PARKING LOT
EXISTING PARKING LOT
EXISTING PARKING LOT
MOTORCYCLE
PARKING
G R
E E N C
T R
1 S T. S T R E E T
N . P E P P E R
A V E .
C A P T A I N L U P E O L I V E R O S D R.
N . M
E R I D
I A N A V E N
U E
2 N D. S T R E E T
Y E L L O W
W A Y
B L U E D R.
HCAI BACKCHECK 1
ENLARGED FIRST FLOOR PLAN AT D&T BUILDING
W/ (E) MASTER ALARM PANEL LOCATION 1/8"=1'-0"
HCAI PLAN SUBMITTAL 01-30-2025
ARCHITECTS
•tel: 626.793.9805 fax: 626.793.9807
48 east holly street pasadena, ca 91103
AGENCY STAMP
ISSUE/REVISION
PROJECT DATA
AGENCY NUMBER
SHEET TITLE
PROJECT NO.
DATE
SHEET NO.
DRAWN BY
CHECKED BY
ARCHITECT
20230047
MEDICAL
VACUUM PUMP
REPLACEMENT
400 N. PEPPER AVE.
COLTON, CA 92324
ARROWHEAD REGIONAL
MEDICAL CENTER
SW
RJ
LM/ GE
S250159-36-00
11-13-2023
(CENTRAL PLANT BLDG)
OVERALL SITE PLAN 1/64"=1'-0" 1
\\S W
A-
SE
R
VE
R \D
AT
A\
PR
O
J\
.0
A
R M
C M
ED
VA
C \D
W G
\2
7_
A1
.D W
G
3/
/2
:5
PM
OVERALL
SITE PLAN
A-1.00
KEYNOTES
# DESCRIPTION DETAIL
MAIN ENTRANCE TO PLANT BUILDING
(E) ACCESSIBLE STALLS, SEE SHEET A-1.01
ACCESSIBLE PATH OF TRAVEL FROM PUBLIC SIDEWALK
BUS STOPS
N
BLDG 06
MRI BLDG
BLD-00076
BUILDING 02
DIAGNOSTIC &
TREATMENT BLDG
BLD-00071
BUILDING 07
LOADING DOCK
BLD-00077
BUILDING 03
CLINICS BLDG
BLD-00073
BUILDING 01
NURSING TOWER
BLD-00072
BUILDING 05
CENTRAL PLANT
BLD-00075
PROJECT LOCATION
SECOND FLOOR
A-2.10
SECOND FLOOR OVERALL PLAN
PHASING ORDER
A-1.01
FIRST & SECOND FLOOR LIFE
SAFETY & EGRESS PLANS
BUILDING 04
MENTAL HEALTH BUILDING
BLD-00074
EXISTING
MASTER
ALARM PANEL.
N
FOR LOCATION
OF (E) MASTER
ALARM PANEL IN
FIRST FLOOR
03-21-2025
6/26/2025, 1:29:14 PM
25'-0"
25'-0"
BOILER ROOM
1E011
PLUMBING
ROOM
1E010
STAIR
1B09
CHILLER
ROOM
1E012
CORRIDOR
1E08
SWITCHGEAR
CORRIDOR
1E07
DISCHARGE
PLENUM
1E05
GENERATOR
ROOM
1E04
GENERATOR
ROOM
1E02
DISCHARGE
ROOM
1E01
GAS
FARM
1E03
CART
CHARGING
1F02
DF
A.D.
SLOPE
SLOPE
SLOPE DN SLOPE
DN
SLO
PE D
N
SLOPE DN
CHILLER
#4
CHILLER
#3
CHILLER
#2
CHILLER
#1
TYP.
OUTLINE OF
2ND FLOOR
MOTORCYCLE
PARKING
TYP.
EXIT
EXIT
8" T
O E
XI
T
0' F
T M
AX
TO
E
XI
T
0' F
T M
AX
(E)CWP (E)CWP (E)CWP
(E)CWP(E)CWP
(E) METAL
GRATING
CAT WALK
(E)MED.AIR
COMPRESSOR
(E) MED.
VACUUM
PUMP MV-1
QSVI-50
(E) MED.
VACUUM
PUMP MV-2
QSVI-50
(E) MED.
VACUUM
PUMP MV-3
QSVI-50
OPEN TO
BELOW
OPEN TO
BELOW
UP DN
HEXAPLEX
MED. VACUUM
PUMP #1
MED.
VAC. PUMP
HEXAPLEX #1
MED.
VAC. PUMP
HEXAPLEX #2
PLUMBING
ROOM
2E06
CORRIDOR
2E01
LOCKER/
SHOWER
2E02
REST
ROOM
2E03
OFFICE
2E04
PUMP
ROOM
2E05
OPEN TO
BELOW
OPEN TO
BELOW
OUTLINE OF
2ND FLOOR
8" T
O E
XI
T
0' F
T M
AX
125'-6" TO EXIT(200' FT MAX.)
SQ. FT.
F-1 SUPPORT
# OF OCC.
EXISTING
MASTER ALARM
PANEL.
HCAI BACKCHECK 1
HCAI PLAN SUBMITTAL 01-30-2025
ARCHITECTS
•tel: 626.793.9805 fax: 626.793.9807
48 east holly street pasadena, ca 91103
AGENCY STAMP
ISSUE/REVISION
PROJECT DATA
AGENCY NUMBER
SHEET TITLE
PROJECT NO.
DATE
SHEET NO.
DRAWN BY
CHECKED BY
ARCHITECT
20230047
MEDICAL
VACUUM PUMP
REPLACEMENT
400 N. PEPPER AVE.
COLTON, CA 92324
ARROWHEAD REGIONAL
MEDICAL CENTER
SW
RJ
LM/ GE
S250159-36-00
11-13-2023
(CENTRAL PLANT BLDG)
FIRST FLOOR LIFE SAFETY & EGRESS PLAN 3/32"=1'-0" 1SECOND FLOOR LIFE SAFETY & EGRESS PLAN 3/32"=1'-0" 2
AREA OF WORK
SEE 1/A-2.10
LEGEND
FIRST & SECOND FLOOR
LIFE SAFETY & EGRESS PLANS
A-1.01
KEYNOTES
# DESCRIPTION DETAIL
(E) CONCRETE WALKWAY TO REMAIN, PROTECT IN PLACE. -
(E) BOLLARD TO REMAIN, PROTECT IN PLACE. -
(E) HC PARKING STALLS WITH ACCESSIBLE ROUTE -
(E) ACCESSIBLE ENTRANCE TO CENTRAL PLANT, NO PUBLIC ACCESS -
(E) DRINKING FOUNTAIN TO REMAIN, PROTECT IN PLACE. -
(E) ACCESSIBLE STAFF RESTROOM TO REMAIN, PROTECT IN PLACE. -
(E) STAFF LOCKER/WASHROOM TO REMAIN, PROTECT IN PLACE. -
(E) EXIT PATH OF TRAVEL AND DISTANCE
(E) PATH OF TRAVEL TO AREA OF WORK
(E) EXIT DOOR
(E) 1HR. RATED FIRE PARTITION
(E) 2HR. RATED FIRE PARTITION
(E) 1HR. RATED SMOKE BARRIER
EXIT
XXX
XX
XX
SQ. FT.
XXXXXXX
# OF OCC.
AREA SQUARE FOOTAGE
OCCUPANT LOAD FACTOR
NUMBER OF OCCUPANT
FUNCTION OF SPACE
03-21-2025
6/26/2025, 1:29:14 PM
OFFICE
2E04
REST RM.
2E03
CORRIDOR
2E01
(E)CWP (E)CWP (E)CWP
(E)CWP(E)CWP
PUMP ROOM
2E05
LOCKER/SHOWER
2E02
(E) METAL
GRATING
CAT WALK
(E)MED.AIR
COMPRESSOR
(E) MED.
VACUUM
PUMP MV-1
QSVI-50
(E) MED.
VACUUM
PUMP MV-2
QSVI-50
(E) MED.
VACUUM
PUMP MV-3
QSVI-50
OPEN TO
BELOW
OPEN TO
BELOW
UP DN
HEXAPLEX
MED. VACUUM
PUMP #1
MED.
VAC. PUMP
HEXAPLEX #1
MED.
VAC. PUMP
HEXAPLEX #2
(NOT PART OF WORK)
(NOT PART OF WORK)
(NOT PART OF WORK)(NOT PART OF WORK)
(NOT PART OF WORK)
(NOT PART
OF WORK)
PLUMBING
ROOM
2E06
(E) MVR-1
(E) MVR-2
1ST SEQUENCE
INSTALL (N) MEDICAL VACUUM PUMP
(HEXAPLEX #1) AND BRING ONLINE
SEE
2ND. SEQUENCE
SHUT DOWN (E) VACUUM SYSTEM.
REMOVE (E) TANK RECEIVERS
SEE
3RD SEQUENCE
INSTALL (N) MEDICAL VACUUM PUMP
(HEXAPLEX #2) AND BRING ONLINE
SEE
4TH SEQUENCE
REMOVE (E) QUINCY
MEDICAL VACUUM PUMPS
SEE
1 & 2 A-2.11
A-2.12
A-2.12
1 & 2 A-2.13
38'-0" 38'-0"
'-0
'-0
HCAI PLAN SUBMITTAL 01-30-2025
ARCHITECTS
•tel: 626.793.9805 fax: 626.793.9807
48 east holly street pasadena, ca 91103
AGENCY STAMP
ISSUE/REVISION
PROJECT DATA
AGENCY NUMBER
SHEET TITLE
PROJECT NO.
DATE
SHEET NO.
DRAWN BY
CHECKED BY
ARCHITECT
20230047
MEDICAL
VACUUM PUMP
REPLACEMENT
400 N. PEPPER AVE.
COLTON, CA 92324
ARROWHEAD REGIONAL
MEDICAL CENTER
SW
RJ
LM/ GE
11-13-2023
(CENTRAL PLANT BLDG)
SECOND FLOOR OVERALL PLAN - SEQUENCE ORDER 1/4"=1'-0" 1
\\S W
A-
SE
R
VE
R \D
AT
A\
PR
O
J\
.0
A
R M
C M
ED
VA
C \D
W G
\2
7_
A2
.D W
G
1/
/2
2:
P
M
SECOND FLOOR OVERALL PLAN
SEQUENCE ORDER
A-2.10
N
EDC
AREA OF WORK
S250159-36-00
6/26/2025, 1:29:14 PM
(E)CWP (E)CWP (E)CWP
(E) METAL
GRATING
CAT WALK
(E) MED. AIR
COMPRESSOR
(E) MVR-1
(E) MVR-2
(E) MED.
VACUUM
PUMP MV-1
QSVI-50
(E) MED.
VACUUM
PUMP MV-2
QSVI-50
(E) MED.
VACUUM
PUMP MV-3
QSVI-50
OPEN TO
BELOW
TYP.
TYP.
±13'-10"
±4 '-7
±2'-7"
EX
IS
TI
N
G C
AT
W
AL
K
(E)CWP (E)CWP (E)CWP
(E) METAL
GRATING
CAT WALK
(E) MED. AIR
COMPRESSOR
(E) MVR-1
(E) MVR-2
(E) MED.
VACUUM
PUMP MV-1
QSVI-50
(E) MED.
VACUUM
PUMP MV-2
QSVI-50
(E) MED.
VACUUM
PUMP MV-3
QSVI-50
OPEN TO
BELOW
3'-0" MIN.
CLEAR±1
2' -9
±7'-2"
4 ALL
SIDES
4ALL
SIDES
M
IN
C
LR
±4 '-6
8'
-2
4' -7
±5'-6"
44" MIN. CLR.
MED.
VAC. PUMP
HEXAPLEX #1
PROPOSED KEYNOTES
NOT ALL KEYNOTES APPLICABLE TO THIS SHEET
# DESCRIPTION DETAIL
CONSTRUCT (N) EQUIPMENT CONCRETE PAD, TIE INTO (E)
EQUIPMENT CONCRETE PAD, WHEN CONSTRUCTING MATCH
HEIGHT OF (E). SEE STRUCTURAL FOR ADDITIONAL INFORMATION
7/ S-2.12
INSTALL (N) MEDICAL VACUUM PUMP, HEXAPLEX SYSTEM #1.
SEE PLUMBING, ELECTRICAL AND STRUCTURAL DRAWINGS FOR
ADDITIONAL INFORMATION.
1/A-10.00, 7/ S-2.12
INSTALL (N) CONTROL PANEL FOR HEXAPLEX SYSTEM #1, SHIPPED
LOOSE FOR FIELD INSTALLATION. 1/ S-3.01
ALL VERTICAL SIDES OF CONCRETE PAD SHALL RECEIVE
WARNING MARKINGS WITH SAFETY YELLOW PAINT. -
(E) EQUIPMENT CONCRETE PAD TO REMAIN, PROTECT IN PLACE -
(E) WALL MOUNTED PANEL TO REMAIN, PROTECT IN PLACE. -
PROVIDE MINIMUM 36" CLEAR FOR WORKING SPACE IN FRONT OF
PANEL X 30" MINIMUM WIDE, OR THE WIDTH OF THE EQUIPMENT,
WHICHEVER IS GREATER.
REPAIR CONCRETE OR INFILL VOID AFTER REMOVAL OF POST &
PLATE. -
CONSTRUCT (N) EQUIPMENT CONCRETE PAD, SEE STRUCTURAL
FOR ADDITIONAL INFORMATION
CORE -
2 & 6/ S-3.01
STEEL -
5/ S-1.01
INSTALL (N) MEDICAL VACUUM PUMP, HEXAPLEX SYSTEM #2.
SEE PLUMBING, ELECTRICAL AND STRUCTURAL DRAWINGS FOR
ADDITIONAL INFORMATION.
1/A-10.00, 7/ S-2.12
(N) CONTROL PANEL FOR HEXAPLEX SYSTEM #2, SHIPPED LOOSE
FOR FIELD INSTALLATION. 1/ S-3.01
REPAIR EDGE OF EQUIPMENT CONCRETE PAD. -
MEDICAL VACUUM PUMP HEXAPLEX #1 AND CONTROL PANEL
(PART OF SEQUENCE NO. 1) TO BE PROTECTED IN PLACE. -
MEDICAL VACUUM PUMP HEXAPLEX #2 AND CONTROL PANEL
(PART OF SEQUENCE NO. 3) TO BE PROTECTED IN PLACE. -
NEW FLOOR SINK, SEE PLUMBING FOR ADDITIONAL INFORMATION 3/A-9.00
RELOCATED FIRE ALARM COMBINATION SPEAKER/STROBE LIGHT,
SEE E-2.31 FOR FURTHER INFORMATION. -
REFER TO PLUMBING DRAWINGS P-2.11, P-2.12, P-2.13 FOR
LOCATIONS OF PIPING WORK THROUGH ROOF. INSTALL PIPE
FLASHING AT ROOF.
4/A-9.00
1. IT'S THE GENERAL CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY THAT
WORKING SPACE CLEARANCES FOR WALL EQUIPMENT TO REMAIN IS PROVIDED.
OTHERWISE RELOCATE WITHIN ORIGINAL LOCATION PROXIMITY OR AS AHJ ALLOW
IT REFER TO CONSULTANT DRAWINGS FOR OTHER DISCIPLINES WITH ADDITIONAL
INFORMATION.
2. ALL PENETRATIONS IN FIRE RATED WALLS AND/OR FLOOR MUST BE SEALED WITH
APPROPRIATE FIRE STOPPING SYSTEM.
3. FOR FIRE STOPPING SYSTEMS SEE SHEET A-9.01.
4. CONTRACTOR SHALL PROVIDE BACKING AND/OR ANCHORING AS NECESSARY FOR
EQUIPMENT TO BE RELOCATED.
5. PROTECT EXISTING FIREPROOFING FROM DAMAGE OR DETERIORATION AS
CONSTRUCTION PROCEEDS, INSPECT FIREPROOFING AND REPAIR DAMAGED
AREAS AND FIREPROOFING REMOVED DUE TO WORK OF OTHER TRADES.
6. REPAIR FIREPROOFING BY REAPPLYING IT USING SAME METHOD AS ORIGINAL
INSTALLATION OR USING MANUFACTURER'S RECOMMENDATION.
7. ANY AREAS WHERE THE EXISTING FINISH IS AFFECTED BY WORK, CONTRACTOR
TO FINISH, PATH, PAINT, AND ECT. TO MATCH THE ADJACENT AREA.
8. REFER TO STRUCTURAL FOR FLOOR OR WALL MOUNTED EQUIPMENT, PIPE,
CONDUITS, TAPEZE, HANGER, TOP & BOTTOM TRACK CONNECTIONS.
9. NEW ROOF REPAIRS SHALL NOT VOID EXISTING WARRANTIES. ALL NEW ROOF
WORK MUST BE APPROVED BY OWNER PRIOR TO CONSTRUCTION.
PROPOSED WORK NOTES
DEMOLITION KEYNOTES
NOT ALL KEYNOTES APPLICABLE TO THIS SHEET
# DESCRIPTION DETAIL
COORDINATE WITH FACILITIES FOR THE REMOVAL & RELOCATION
OF (E) STORAGE CABINET AND NON-FIXED EQUIPMENT. -
DEMO & REMOVE (E) FLOOR SINK CAP AS NEEDED. CAP / PLUG AS
NEEDED PER PLUMBING DRAWINGS. SEE PLUMBING DRAWINGS
AND STRUCTURAL FOR ADDITIONAL INFORMATION.
5/ S-1.01
DEMO & REMOVE ABANDONED POST & PLATE SUPPORT, PATCH
SLAB PER STRUCTURAL. -
DEMO & REMOVE PORTION OF (E) EQUIPMENT CONCRETE PAD
UNTIL TOP OF (E) CONCRETE SLAB BELOW IS EXPOSED. -
(E) MEDICAL VACUUM RECEIVER TANK TO REMAIN, PROTECT IN
PLACE. -
PROTECT IN PLACE (E) +7-1/2" THICK CONCRETE METAL DECK, V.I.F.
SEE STRUCTURAL DRAWINGS FOR ADDITIONAL INFORMATION. -
(E) STORAGE CABINETS TO REMAIN, PROTECT IN PLACE. -
(E) FLOOR SINK TO REMAIN, PROTECT IN PLACE. -
(E) EQUIPMENT CONCRETE PAD TO REMAIN, PROTECT IN PLACE. -
PROTECT IN PLACE (E) STEEL POST SUPPORTING ELEVATED AIR
SUPPLY LINE. ONE LEG BRACE SHALL BE REMOVED AND POSITION
INVERTED PER STRUCTURAL DWGS. REPAIR CONCRETE SLAB
UPON REMOVAL OF FLOOR BRACE.
1/A-9.00
(E) MEDICAL AIR COMPRESSOR AND ASSOCIATED PIPING TO
REMAIN, PROTECT IN PLACE. -
RELOCATE (E) FIRE ALARM HORN/STROBE LIGHT AFFECTED BY
POSITION OF (N) MED VAC PUMP, REFER TO ELECTRICAL FOR
EXTEND OF WORK.
(E) HAZARDOUS MATERIAL CABINET PER CLIENT'S DIRECTION. -
(E) WALL MOUNTED EQUIPMENT TO REMAIN, PROTECT IN PLACE. -
(E) MEDICAL VACUUM PUMP TO REMAIN, PROTECT IN PLACE. -
(E) WALL MOUNTED EQUIPMENT TO BE RELOCATED, SEE
ELECTRICAL FOR ADDITIONAL INFORMATION. -
DEMO & REMOVE (E) MED. VACUUM RECEIVER TANK. SEE
PLUMBING AND ELECTRICAL FOR ADDITIONAL INFORMATION. -
MEDICAL VACUUM PUMP HEXAPLEX #1 AND CONTROL PANEL
(PART OF SEQUENCE NO. 1) TO BE PROTECTED IN PLACE. -
(E) PLASTIC STRIP CURTAIN DOOR TO REMAIN -
DEMO & REMOVE (E) QUINCY MED. VACUUM PUMP. SEE PLUMBING
AND ELECTRICAL FOR ADDITIONAL INFORMATION. -
MEDICAL VACUUM PUMP HEXAPLEX #2 AND CONTROL PANEL
(PART OF SEQUENCE NO. 3) TO BE PROTECTED IN PLACE. -
(E) LOUVER WALLS TO REMAIN, PROTECT IN PLACE. -
CORE THROUGH (E) CONCRETE OVER METAL DECK FOR (N) FLOOR
SINK. REFER TO PLUMBING AND STRUCTURAL DRAWINGS FOR
ADDITIONAL INFORMATION.
2/A-9.00, 1 & 3/ S-1.01
1. PROTECT ALL ADJACENT AREAS AND ITEMS "TO REMAIN" DURING
DEMOLITION/CONSTRUCTION REPAIR/REPLACE ALL ITEMS DAMAGED DURING
CONSTRUCTION.
2. REFER TO CONSULTANT DRAWINGS FOR ADDITIONAL DEMOLITION OF OTHER
DISCIPLINES.
3. (E) WORK TO REMAIN SHALL BE PROTECTED FROM DEMOLITION OPERATIONS.
4. COORDINATE EXTENT OF DEMOLITION REQUIRED WITH NEW WORK.
5. COORDINATE WITH FACILITIES FOR THE REMOVAL & RELOCATION OF (E)
STORAGE CABINET AND NON-FIXED EQUIPMENT.
DEMOLITION GENERAL NOTES
SYMBOL LEGEND
INDICATES FLOOR DEPRESSION
ELEMENT TO BE REMOVED
HCAI PLAN SUBMITTAL 01-30-2025
ARCHITECTS
•tel: 626.793.9805 fax: 626.793.9807
48 east holly street pasadena, ca 91103
AGENCY STAMP
ISSUE/REVISION
PROJECT DATA
AGENCY NUMBER
SHEET TITLE
PROJECT NO.
DATE
SHEET NO.
DRAWN BY
CHECKED BY
ARCHITECT
20230047
MEDICAL
VACUUM PUMP
REPLACEMENT
400 N. PEPPER AVE.
COLTON, CA 92324
ARROWHEAD REGIONAL
MEDICAL CENTER
SW
RJ
LM/ GE
11-13-2023
(CENTRAL PLANT BLDG)
\\S W
A-
SE
R
VE
R \D
AT
A\
PR
O
J\
.0
A
R M
C M
ED
VA
C \D
W G
\2
7_
A2
.D W
G
1/
/2
2:
P
M
SECOND FLOOR
DEMOLITION & PROPOSED PLANS
SEQUENCE 1
A-2.11
DC
N
N
DC
SECOND FLOOR DEMOLITION PLAN - SEQUENCE 1 1/4"=1'-0" 1
SECOND FLOOR PROPOSED PLAN - SEQUENCE 1 1/4"=1'-0" 2
AREA OF WORK
1ST SEQUENCE
INSTALL NEW HEXAPLEX #1 (STACK MOUNTED VACUUM
SYSTEM) ON NEW EQUIPMENT CONCRETE PAD AND BRING
ONLINE
SEQUENCE DESCRIPTION
AREA OF WORK
NOTE:
REFER TO E-2.21 FOR SECOND FLOOR DEMOLITION AND
REMODEL LIGHTING PLANS SEQUENCE 1
NOTE:
REFER TO E-2.21 FOR SECOND FLOOR DEMOLITION AND
REMODEL LIGHTING PLANS SEQUENCE 1
S250159-36-00
6/26/2025, 1:29:14 PM
GRATING
CAT WALK
OPEN TO
BELOW
(E)MED.AIR
COMPRESSOR
(E) MVR-1
(E) MVR-2
(E) MED.
VACUUM
PUMP MV-1
QSVI-50
(E) MED.
VACUUM
PUMP MV-2
QSVI-50
(E) MED.
VACUUM
PUMP MV-3
QSVI-50
MED.
VAC. PUMP
HEXAPLEX #1
PLUMBING
ROOM
2E06
TYP.
EX
IS
TI
N
G C
AT
W
AL
K
(E) CONDENSATE LINE TO FLOOR
SINK TO BE RELOCATED TO (N) F.S.
PER PLUMBING DRAWINGS.
(E)CWP (E)CWP (E)CWP
(E) METAL
GRATING
CAT WALK
OPEN TO
BELOW
(E)MED.AIR
COMPRESSOR
(E) MED.
VACUUM
PUMP MV-1
QSVI-50
(E) MED.
VACUUM
PUMP MV-2
QSVI-50
(E) MED.
VACUUM
PUMP MV-3
QSVI-50
MED.
VAC. PUMP
HEXAPLEX #1
PLUMBING
ROOM
2E06
3'-0" MIN.
CLEAR
±6'-6 7/8" ±7'-2"
ALL
SIDES
TYP.
±4'-3"
±1 2'
-9
3'- 0"
M
IN
CL
EA
R
TYP. MED.
VAC. PUMP
HEXAPLEX #2
4 9
7 7
6 16
DEMOLITION KEYNOTES
NOT ALL KEYNOTES APPLICABLE TO THIS SHEET
# DESCRIPTION DETAIL
COORDINATE WITH FACILITIES FOR THE REMOVAL & RELOCATION
OF (E) STORAGE CABINET AND NON-FIXED EQUIPMENT. -
DEMO & REMOVE (E) FLOOR SINK CAP AS NEEDED. CAP / PLUG AS
NEEDED PER PLUMBING DRAWINGS. SEE PLUMBING DRAWINGS
AND STRUCTURAL FOR ADDITIONAL INFORMATION.
5/ S-1.01
DEMO & REMOVE ABANDONED POST & PLATE SUPPORT, PATCH
SLAB PER STRUCTURAL. -
DEMO & REMOVE PORTION OF (E) EQUIPMENT CONCRETE PAD
UNTIL TOP OF (E) CONCRETE SLAB BELOW IS EXPOSED. -
(E) MEDICAL VACUUM RECEIVER TANK TO REMAIN, PROTECT IN
PLACE. -
PROTECT IN PLACE (E) +7-1/2" THICK CONCRETE METAL DECK, V.I.F.
SEE STRUCTURAL DRAWINGS FOR ADDITIONAL INFORMATION. -
(E) STORAGE CABINETS TO REMAIN, PROTECT IN PLACE. -
(E) FLOOR SINK TO REMAIN, PROTECT IN PLACE. -
(E) EQUIPMENT CONCRETE PAD TO REMAIN, PROTECT IN PLACE. -
PROTECT IN PLACE (E) STEEL POST SUPPORTING ELEVATED AIR
SUPPLY LINE. ONE LEG BRACE SHALL BE REMOVED AND POSITION
INVERTED PER STRUCTURAL DWGS. REPAIR CONCRETE SLAB
UPON REMOVAL OF FLOOR BRACE.
1/A-9.00
(E) MEDICAL AIR COMPRESSOR AND ASSOCIATED PIPING TO
REMAIN, PROTECT IN PLACE. -
RELOCATE (E) FIRE ALARM HORN/STROBE LIGHT AFFECTED BY
POSITION OF (N) MED VAC PUMP, REFER TO ELECTRICAL FOR
EXTEND OF WORK.
(E) HAZARDOUS MATERIAL CABINET PER CLIENT'S DIRECTION. -
(E) WALL MOUNTED EQUIPMENT TO REMAIN, PROTECT IN PLACE. -
(E) MEDICAL VACUUM PUMP TO REMAIN, PROTECT IN PLACE. -
(E) WALL MOUNTED EQUIPMENT TO BE RELOCATED, SEE
ELECTRICAL FOR ADDITIONAL INFORMATION. -
DEMO & REMOVE (E) MED. VACUUM RECEIVER TANK. SEE
PLUMBING AND ELECTRICAL FOR ADDITIONAL INFORMATION. -
MEDICAL VACUUM PUMP HEXAPLEX #1 AND CONTROL PANEL
(PART OF SEQUENCE NO. 1) TO BE PROTECTED IN PLACE. -
(E) PLASTIC STRIP CURTAIN DOOR TO REMAIN -
DEMO & REMOVE (E) QUINCY MED. VACUUM PUMP. SEE PLUMBING
AND ELECTRICAL FOR ADDITIONAL INFORMATION. -
MEDICAL VACUUM PUMP HEXAPLEX #2 AND CONTROL PANEL
(PART OF SEQUENCE NO. 3) TO BE PROTECTED IN PLACE. -
(E) LOUVER WALLS TO REMAIN, PROTECT IN PLACE. -
CORE THROUGH (E) CONCRETE OVER METAL DECK FOR (N) FLOOR
SINK. REFER TO PLUMBING AND STRUCTURAL DRAWINGS FOR
ADDITIONAL INFORMATION.
2/A-9.00, 1 & 3/ S-1.01
1. PROTECT ALL ADJACENT AREAS AND ITEMS "TO REMAIN" DURING
DEMOLITION/CONSTRUCTION REPAIR/REPLACE ALL ITEMS DAMAGED DURING
CONSTRUCTION.
2. REFER TO CONSULTANT DRAWINGS FOR ADDITIONAL DEMOLITION OF OTHER
DISCIPLINES.
3. (E) WORK TO REMAIN SHALL BE PROTECTED FROM DEMOLITION OPERATIONS.
4. COORDINATE EXTENT OF DEMOLITION REQUIRED WITH NEW WORK.
5. COORDINATE WITH FACILITIES FOR THE REMOVAL & RELOCATION OF (E)
STORAGE CABINET AND NON-FIXED EQUIPMENT.
DEMOLITION GENERAL NOTES
SYMBOL LEGEND
INDICATES FLOOR DEPRESSION
ELEMENT TO BE REMOVED
PROPOSED KEYNOTES
NOT ALL KEYNOTES APPLICABLE TO THIS SHEET
# DESCRIPTION DETAIL
CONSTRUCT (N) EQUIPMENT CONCRETE PAD, TIE INTO (E)
EQUIPMENT CONCRETE PAD, WHEN CONSTRUCTING MATCH
HEIGHT OF (E). SEE STRUCTURAL FOR ADDITIONAL INFORMATION
7/ S-2.12
INSTALL (N) MEDICAL VACUUM PUMP, HEXAPLEX SYSTEM #1.
SEE PLUMBING, ELECTRICAL AND STRUCTURAL DRAWINGS FOR
ADDITIONAL INFORMATION.
1/A-10.00, 7/ S-2.12
INSTALL (N) CONTROL PANEL FOR HEXAPLEX SYSTEM #1, SHIPPED
LOOSE FOR FIELD INSTALLATION. 1/ S-3.01
ALL VERTICAL SIDES OF CONCRETE PAD SHALL RECEIVE
WARNING MARKINGS WITH SAFETY YELLOW PAINT. -
(E) EQUIPMENT CONCRETE PAD TO REMAIN, PROTECT IN PLACE -
(E) WALL MOUNTED PANEL TO REMAIN, PROTECT IN PLACE. -
PROVIDE MINIMUM 36" CLEAR FOR WORKING SPACE IN FRONT OF
PANEL X 30" MINIMUM WIDE, OR THE WIDTH OF THE EQUIPMENT,
WHICHEVER IS GREATER.
REPAIR CONCRETE OR INFILL VOID AFTER REMOVAL OF POST &
PLATE. -
CONSTRUCT (N) EQUIPMENT CONCRETE PAD, SEE STRUCTURAL
FOR ADDITIONAL INFORMATION
CORE -
2 & 6/ S-3.01
STEEL -
5/ S-1.01
INSTALL (N) MEDICAL VACUUM PUMP, HEXAPLEX SYSTEM #2.
SEE PLUMBING, ELECTRICAL AND STRUCTURAL DRAWINGS FOR
ADDITIONAL INFORMATION.
1/A-10.00, 7/ S-2.12
(N) CONTROL PANEL FOR HEXAPLEX SYSTEM #2, SHIPPED LOOSE
FOR FIELD INSTALLATION. 1/ S-3.01
REPAIR EDGE OF EQUIPMENT CONCRETE PAD. -
MEDICAL VACUUM PUMP HEXAPLEX #1 AND CONTROL PANEL
(PART OF SEQUENCE NO. 1) TO BE PROTECTED IN PLACE. -
MEDICAL VACUUM PUMP HEXAPLEX #2 AND CONTROL PANEL
(PART OF SEQUENCE NO. 3) TO BE PROTECTED IN PLACE. -
NEW FLOOR SINK, SEE PLUMBING FOR ADDITIONAL INFORMATION 3/A-9.00
RELOCATED FIRE ALARM COMBINATION SPEAKER/STROBE LIGHT,
SEE E-2.31 FOR FURTHER INFORMATION. -
REFER TO PLUMBING DRAWINGS P-2.11, P-2.12, P-2.13 FOR
LOCATIONS OF PIPING WORK THROUGH ROOF. INSTALL PIPE
FLASHING AT ROOF.
4/A-9.00
1. IT'S THE GENERAL CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY THAT
WORKING SPACE CLEARANCES FOR WALL EQUIPMENT TO REMAIN IS PROVIDED.
OTHERWISE RELOCATE WITHIN ORIGINAL LOCATION PROXIMITY OR AS AHJ ALLOW
IT REFER TO CONSULTANT DRAWINGS FOR OTHER DISCIPLINES WITH ADDITIONAL
INFORMATION.
2. ALL PENETRATIONS IN FIRE RATED WALLS AND/OR FLOOR MUST BE SEALED WITH
APPROPRIATE FIRE STOPPING SYSTEM.
3. FOR FIRE STOPPING SYSTEMS SEE SHEET A-9.01.
4. CONTRACTOR SHALL PROVIDE BACKING AND/OR ANCHORING AS NECESSARY FOR
EQUIPMENT TO BE RELOCATED.
5. PROTECT EXISTING FIREPROOFING FROM DAMAGE OR DETERIORATION AS
CONSTRUCTION PROCEEDS, INSPECT FIREPROOFING AND REPAIR DAMAGED
AREAS AND FIREPROOFING REMOVED DUE TO WORK OF OTHER TRADES.
6. REPAIR FIREPROOFING BY REAPPLYING IT USING SAME METHOD AS ORIGINAL
INSTALLATION OR USING MANUFACTURER'S RECOMMENDATION.
7. ANY AREAS WHERE THE EXISTING FINISH IS AFFECTED BY WORK, CONTRACTOR
TO FINISH, PATH, PAINT, AND ECT. TO MATCH THE ADJACENT AREA.
8. REFER TO STRUCTURAL FOR FLOOR OR WALL MOUNTED EQUIPMENT, PIPE,
CONDUITS, TAPEZE, HANGER, TOP & BOTTOM TRACK CONNECTIONS.
9. NEW ROOF REPAIRS SHALL NOT VOID EXISTING WARRANTIES. ALL NEW ROOF
WORK MUST BE APPROVED BY OWNER PRIOR TO CONSTRUCTION.
PROPOSED WORK NOTES
\\S W
A-
SE
R
VE
R \D
AT
A\
PR
O
J\
.0
A
R M
C M
ED
VA
C \D
W G
\2
7_
A2
.D W
G
1/
/2
2:
P
M
SECOND FLOOR
DEMOLITION & PROPOSED PLANS
SEQUENCES 2 & 3
A-2.12
N
SECOND FLOOR DEMOLITION PLAN - SEQUENCES 2 & 3 1/4"=1'-0" 1
N
SECOND FLOOR PROPOSED PLAN - SEQUENCES 2 & 3 1/4"=1'-0" 2
DC
DC
AREA OF WORK
AREA OF WORK
2ND SEQUENCE
SHUT DOWN (E) VACUUM SYSTEM. DEMO AND REMOVE
EXISTING VACUUM RECEIVER TANKS MVR-1 AND MVR-2.
3RD SEQUENCE
INSTALL NEW HEXAPLEX #2 (STACK MOUNTED VACUUM
SYSTEM) ON NEW EQUIPMENT CONCRETE PAD AND BRING
ONLINE.
SEQUENCE DESCRIPTION
HCAI PLAN SUBMITTAL 01-30-2025
ARCHITECTS
•tel: 626.793.9805 fax: 626.793.9807
48 east holly street pasadena, ca 91103
AGENCY STAMP
ISSUE/REVISION
PROJECT DATA
AGENCY NUMBER
SHEET TITLE
PROJECT NO.
DATE
SHEET NO.
DRAWN BY
CHECKED BY
ARCHITECT
20230047
MEDICAL
VACUUM PUMP
REPLACEMENT
400 N. PEPPER AVE.
COLTON, CA 92324
ARROWHEAD REGIONAL
MEDICAL CENTER
SW
RJ
LM/ GE
11-13-2023
(CENTRAL PLANT BLDG)
S250159-36-00
6/26/2025, 1:29:14 PM
GRATING
CAT WALK
(E)MED.AIR
COMPRESSOR
(E) MED.
VACUUM
PUMP MV-1
QSVI-50
(E) MED.
VACUUM
PUMP MV-2
QSVI-50
(E) MED.
VACUUM
PUMP MV-3
QSVI-50
OPEN TO
BELOW
HEXAPLEX
MED. VACUUM
PUMP #1
MED.
VAC. PUMP
HEXAPLEX #1
MED.
VAC. PUMP
HEXAPLEX #2
(NOT PART
OF WORK)
PLUMBING
ROOM
2E06
202020
TYP.
EX
IS
TI
N
G C
AT
W
AL
K
3'-0" MIN.
CLEAR
(E)CWP (E)CWP (E)CWP
(E) METAL
GRATING
CAT WALK
(E)MED.AIR
COMPRESSOR
OPEN TO
BELOW
HEXAPLEX
MED. VACUUM
PUMP #1
MED.
VAC. PUMP
HEXAPLEX #1
MED.
VAC. PUMP
HEXAPLEX #2
(NOT PART
OF WORK)
PLUMBING
ROOM
2E06
7 7
13 14
3'-0" MIN.
CLR. TYP.
TYPICAL
6 6
±4 '-6
C
LE
AR
±4 '-6
/2
C
LE
AR
3' -1
C
LE
AR
3'-7 1/2"
3' -5
/2
AT DECK
HCAI BACKCHECK 1
DEMOLITION KEYNOTES
NOT ALL KEYNOTES APPLICABLE TO THIS SHEET
# DESCRIPTION DETAIL
COORDINATE WITH FACILITIES FOR THE REMOVAL & RELOCATION
OF (E) STORAGE CABINET AND NON-FIXED EQUIPMENT. -
DEMO & REMOVE (E) FLOOR SINK CAP AS NEEDED. CAP / PLUG AS
NEEDED PER PLUMBING DRAWINGS. SEE PLUMBING DRAWINGS
AND STRUCTURAL FOR ADDITIONAL INFORMATION.
5/ S-1.01
DEMO & REMOVE ABANDONED POST & PLATE SUPPORT, PATCH
SLAB PER STRUCTURAL. -
DEMO & REMOVE PORTION OF (E) EQUIPMENT CONCRETE PAD
UNTIL TOP OF (E) CONCRETE SLAB BELOW IS EXPOSED. -
(E) MEDICAL VACUUM RECEIVER TANK TO REMAIN, PROTECT IN
PLACE. -
PROTECT IN PLACE (E) +7-1/2" THICK CONCRETE METAL DECK, V.I.F.
SEE STRUCTURAL DRAWINGS FOR ADDITIONAL INFORMATION. -
(E) STORAGE CABINETS TO REMAIN, PROTECT IN PLACE. -
(E) FLOOR SINK TO REMAIN, PROTECT IN PLACE. -
(E) EQUIPMENT CONCRETE PAD TO REMAIN, PROTECT IN PLACE. -
PROTECT IN PLACE (E) STEEL POST SUPPORTING ELEVATED AIR
SUPPLY LINE. ONE LEG BRACE SHALL BE REMOVED AND POSITION
INVERTED PER STRUCTURAL DWGS. REPAIR CONCRETE SLAB
UPON REMOVAL OF FLOOR BRACE.
1/A-9.00
(E) MEDICAL AIR COMPRESSOR AND ASSOCIATED PIPING TO
REMAIN, PROTECT IN PLACE. -
RELOCATE (E) FIRE ALARM HORN/STROBE LIGHT AFFECTED BY
POSITION OF (N) MED VAC PUMP, REFER TO ELECTRICAL FOR
EXTEND OF WORK.
(E) HAZARDOUS MATERIAL CABINET PER CLIENT'S DIRECTION. -
(E) WALL MOUNTED EQUIPMENT TO REMAIN, PROTECT IN PLACE. -
(E) MEDICAL VACUUM PUMP TO REMAIN, PROTECT IN PLACE. -
(E) WALL MOUNTED EQUIPMENT TO BE RELOCATED, SEE
ELECTRICAL FOR ADDITIONAL INFORMATION. -
DEMO & REMOVE (E) MED. VACUUM RECEIVER TANK. SEE
PLUMBING AND ELECTRICAL FOR ADDITIONAL INFORMATION. -
MEDICAL VACUUM PUMP HEXAPLEX #1 AND CONTROL PANEL
(PART OF SEQUENCE NO. 1) TO BE PROTECTED IN PLACE. -
(E) PLASTIC STRIP CURTAIN DOOR TO REMAIN -
DEMO & REMOVE (E) QUINCY MED. VACUUM PUMP. SEE PLUMBING
AND ELECTRICAL FOR ADDITIONAL INFORMATION. -
MEDICAL VACUUM PUMP HEXAPLEX #2 AND CONTROL PANEL
(PART OF SEQUENCE NO. 3) TO BE PROTECTED IN PLACE. -
(E) LOUVER WALLS TO REMAIN, PROTECT IN PLACE. -
CORE THROUGH (E) CONCRETE OVER METAL DECK FOR (N) FLOOR
SINK. REFER TO PLUMBING AND STRUCTURAL DRAWINGS FOR
ADDITIONAL INFORMATION.
2/A-9.00, 1 & 3/ S-1.01
1. PROTECT ALL ADJACENT AREAS AND ITEMS "TO REMAIN" DURING
DEMOLITION/CONSTRUCTION REPAIR/REPLACE ALL ITEMS DAMAGED DURING
CONSTRUCTION.
2. REFER TO CONSULTANT DRAWINGS FOR ADDITIONAL DEMOLITION OF OTHER
DISCIPLINES.
3. (E) WORK TO REMAIN SHALL BE PROTECTED FROM DEMOLITION OPERATIONS.
4. COORDINATE EXTENT OF DEMOLITION REQUIRED WITH NEW WORK.
5. COORDINATE WITH FACILITIES FOR THE REMOVAL & RELOCATION OF (E)
STORAGE CABINET AND NON-FIXED EQUIPMENT.
DEMOLITION GENERAL NOTES
SYMBOL LEGEND
INDICATES FLOOR DEPRESSION
ELEMENT TO BE REMOVED
PROPOSED KEYNOTES
NOT ALL KEYNOTES APPLICABLE TO THIS SHEET
# DESCRIPTION DETAIL
CONSTRUCT (N) EQUIPMENT CONCRETE PAD, TIE INTO (E)
EQUIPMENT CONCRETE PAD, WHEN CONSTRUCTING MATCH
HEIGHT OF (E). SEE STRUCTURAL FOR ADDITIONAL INFORMATION
7/ S-2.12
INSTALL (N) MEDICAL VACUUM PUMP, HEXAPLEX SYSTEM #1.
SEE PLUMBING, ELECTRICAL AND STRUCTURAL DRAWINGS FOR
ADDITIONAL INFORMATION.
1/A-10.00, 7/ S-2.12
INSTALL (N) CONTROL PANEL FOR HEXAPLEX SYSTEM #1, SHIPPED
LOOSE FOR FIELD INSTALLATION. 1/ S-3.01
ALL VERTICAL SIDES OF CONCRETE PAD SHALL RECEIVE
WARNING MARKINGS WITH SAFETY YELLOW PAINT. -
(E) EQUIPMENT CONCRETE PAD TO REMAIN, PROTECT IN PLACE -
(E) WALL MOUNTED PANEL TO REMAIN, PROTECT IN PLACE. -
PROVIDE MINIMUM 36" CLEAR FOR WORKING SPACE IN FRONT OF
PANEL X 30" MINIMUM WIDE, OR THE WIDTH OF THE EQUIPMENT,
WHICHEVER IS GREATER.
REPAIR CONCRETE OR INFILL VOID AFTER REMOVAL OF POST &
PLATE. -
CONSTRUCT (N) EQUIPMENT CONCRETE PAD, SEE STRUCTURAL
FOR ADDITIONAL INFORMATION
CORE -
2 & 6/ S-3.01
STEEL -
5/ S-1.01
INSTALL (N) MEDICAL VACUUM PUMP, HEXAPLEX SYSTEM #2.
SEE PLUMBING, ELECTRICAL AND STRUCTURAL DRAWINGS FOR
ADDITIONAL INFORMATION.
1/A-10.00, 7/ S-2.12
(N) CONTROL PANEL FOR HEXAPLEX SYSTEM #2, SHIPPED LOOSE
FOR FIELD INSTALLATION. 1/ S-3.01
REPAIR EDGE OF EQUIPMENT CONCRETE PAD. -
MEDICAL VACUUM PUMP HEXAPLEX #1 AND CONTROL PANEL
(PART OF SEQUENCE NO. 1) TO BE PROTECTED IN PLACE. -
MEDICAL VACUUM PUMP HEXAPLEX #2 AND CONTROL PANEL
(PART OF SEQUENCE NO. 3) TO BE PROTECTED IN PLACE. -
NEW FLOOR SINK, SEE PLUMBING FOR ADDITIONAL INFORMATION 3/A-9.00
RELOCATED FIRE ALARM COMBINATION SPEAKER/STROBE LIGHT,
SEE E-2.31 FOR FURTHER INFORMATION. -
REFER TO PLUMBING DRAWINGS P-2.11, P-2.12, P-2.13 FOR
LOCATIONS OF PIPING WORK THROUGH ROOF. INSTALL PIPE
FLASHING AT ROOF.
4/A-9.00
1. IT'S THE GENERAL CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY THAT
WORKING SPACE CLEARANCES FOR WALL EQUIPMENT TO REMAIN IS PROVIDED.
OTHERWISE RELOCATE WITHIN ORIGINAL LOCATION PROXIMITY OR AS AHJ ALLOW
IT REFER TO CONSULTANT DRAWINGS FOR OTHER DISCIPLINES WITH ADDITIONAL
INFORMATION.
2. ALL PENETRATIONS IN FIRE RATED WALLS AND/OR FLOOR MUST BE SEALED WITH
APPROPRIATE FIRE STOPPING SYSTEM.
3. FOR FIRE STOPPING SYSTEMS SEE SHEET A-9.01.
4. CONTRACTOR SHALL PROVIDE BACKING AND/OR ANCHORING AS NECESSARY FOR
EQUIPMENT TO BE RELOCATED.
5. PROTECT EXISTING FIREPROOFING FROM DAMAGE OR DETERIORATION AS
CONSTRUCTION PROCEEDS, INSPECT FIREPROOFING AND REPAIR DAMAGED
AREAS AND FIREPROOFING REMOVED DUE TO WORK OF OTHER TRADES.
6. REPAIR FIREPROOFING BY REAPPLYING IT USING SAME METHOD AS ORIGINAL
INSTALLATION OR USING MANUFACTURER'S RECOMMENDATION.
7. ANY AREAS WHERE THE EXISTING FINISH IS AFFECTED BY WORK, CONTRACTOR
TO FINISH, PATH, PAINT, AND ECT. TO MATCH THE ADJACENT AREA.
8. REFER TO STRUCTURAL FOR FLOOR OR WALL MOUNTED EQUIPMENT, PIPE,
CONDUITS, TAPEZE, HANGER, TOP & BOTTOM TRACK CONNECTIONS.
9. NEW ROOF REPAIRS SHALL NOT VOID EXISTING WARRANTIES. ALL NEW ROOF
WORK MUST BE APPROVED BY OWNER PRIOR TO CONSTRUCTION.
PROPOSED WORK NOTES
SECOND FLOOR PROPOSED PLAN - SEQUENCE 4 1/4"=1'-0" 2
SECOND FLOOR DEMOLITION PLAN - SEQUENCE 4 1/4"=1'-0" 1
\\S W
A-
SE
R
VE
R \D
AT
A\
PR
O
J\
.0
A
R M
C M
ED
VA
C \D
W G
\2
7_
A2
.D W
G
3/
/2
:2
AM
SECOND FLOOR
DEMOLITION & PROPOSED PLANS
SEQUENCE 4
A-2.13
N
N
DC
DC
4TH SEQUENCE
DEMO & REMOVE EXISTING QUINCY MEDICAL VACUUM
PUMPS MV-1, MV-2, AND MV-3.
(END OF SEQUENCE)
SEQUENCE DESCRIPTION
AREA OF WORK
HCAI PLAN SUBMITTAL 01-30-2025
ARCHITECTS
•tel: 626.793.9805 fax: 626.793.9807
48 east holly street pasadena, ca 91103
AGENCY STAMP
ISSUE/REVISION
PROJECT DATA
AGENCY NUMBER
SHEET TITLE
PROJECT NO.
DATE
SHEET NO.
DRAWN BY
CHECKED BY
ARCHITECT
20230047
MEDICAL
VACUUM PUMP
REPLACEMENT
400 N. PEPPER AVE.
COLTON, CA 92324
ARROWHEAD REGIONAL
MEDICAL CENTER
SW
RJ
LM/ GE
S250159-36-00
11-13-2023
(CENTRAL PLANT BLDG)
COMPLETION
DESCRIPTION OF EXISTING ROOF
BUILT-UP ROOFING OVER 4" (R-30) RIGID INSULATION
OVER CONCRETE DECK (VERIFY IN FIELD)
03-21-2025
6/26/2025, 1:29:14 PM
PRE-FORMED PIPE FLASHINGN.T.S.
MODIFICATION OF SINGLE
BRACE SUPPORT N.T.S.
(E) AIR SUPPLY PIPE
TO REMAIN,
PROTECT IN PLACE.
(E) STEEL POST TO
REMAIN, PROTECT
IN PLACE.
INVERTED POSITION
OF (N) BRACE
SUPPORT AND
ANCHOR TO (E)
CONC PAD PER
STRUCTURAL
DWGS. 15/S-2.11
WALKWAY
(E) STEEL ANGLE
SUPPORT TO REMAIN,
PROTECT IN PLACE.
REMOVE (E) STEEL
'L' FLOOR ANGLE &
BRACE SUPPORT,
INVERT POSITION
PER STRUCTURAL
DWGS.
TOP OF (E)
CONCRETE SLAB
(E) MED AIR
COMPRESSOR TO
REMAIN, PROTECT
IN PLACE.
SLAB SHALL BE
REPAIRED AFTER
REMOVAL OF FLOOR
ANGLE
NOTE: BRACE
SUPPORT SHALL
BE INVERTED TO
ENLARGED
WALKWAY
CLEARANCE.
(E) CONC PAD
FLOOR SINK AT N.T.S.
FLOOR SINK
SEALANT O/BACKER
ROD (TYPICAL)
(N) FLOOR DRAIN
ASSEMBLY, SEE PLUMBING
DWGS. FOR ADDITIONAL
INFORMATION
SLOPED MORTAR BED
(E) CONCRETE FILLED
METAL DECK
DRAIN PIPE, SEE
PLUMBING DWGS FOR
ADDITIONAL INFORMATION
ALIGN
NOTE: FLOOR DRAIN SHALL
NOT OBSTRUCT TRAFFIC
NOTE: SEE 3/S-1.01 FOR STENGTHING
OF OPENING & ADDL INFO.
SECOND FLOOR
TYP. NEW CORE HOLE N.T.S.
3"
MIN.
(E) STEEL BEAM
(E) FIRE PROOFING
WHERE OCCURS
(E) LIGHT WEIGHT
CONCRETE O/
STEEL DECK
PER PLAN
(fc=3,000 PSI)
NOTES:
1. LOCATE (E) REINFORCEMENT PRIOR TO CORING USING NON-DESTRUCTIVE
METHOD, (I.E. FERROSCAN, GROUND-PENETRATING RADAR, X-RAY, ETC.). PROVIDE
DOCUMENTATION TO STRUCTURAL ENGINEER OF RECORD (SEOR) OF ANY (E)
REINFORCEMENT AT CORE LOCATIONS.
2. USE CARE & CAUTION TO AVOID CUTTING OR DAMAGING THE (E) REINFORCEMENT
BARS.
3. (E) WIRE MESH REINFORCING (IF PRESENT) MAY CUT AT CORE.
d 2d1
3d2 MIN
TYPICAL CORE HOLE SPACING
6" Ø MAX CORE HOLE
NOTES: SEE 1/S-1.01 FOR ADDL INFO.
HCAI PLAN SUBMITTAL 01-30-2025
ARCHITECTS
•tel: 626.793.9805 fax: 626.793.9807
48 east holly street pasadena, ca 91103
AGENCY STAMP
ISSUE/REVISION
PROJECT DATA
AGENCY NUMBER
SHEET TITLE
PROJECT NO.
DATE
SHEET NO.
DRAWN BY
CHECKED BY
ARCHITECT
20230047
MEDICAL
VACUUM PUMP
REPLACEMENT
400 N. PEPPER AVE.
COLTON, CA 92324
ARROWHEAD REGIONAL
MEDICAL CENTER
SW
RJ
LM/ GE
11-13-2023
(CENTRAL PLANT BLDG)
\\S W
A-
SE
R
VE
R…
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