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A-0.0
<br />COVER SHEET
<br />SHEET NO.
<br />2402
<br />REVISIONS:
<br />4/12/2024DATE:
<br />PROJECT NO.
<br />PERMIT NO.
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<br />10/31/25
<br />REN. DATE
<br /> C-26955
<br />OIFNRI
<br />LOFCA
<br />SAUNDERS
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<br />CETIHCADESRCILEN
<br />NIALL F.
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<br />PROJECT TITLE / ADDRESS:
<br />DR BESHAI ASC
<br />2010 E. 1ST. ST. #200 & #210
<br />SANTA ANA, CA 92705
<br />APN:
<br />#200 937-91-202
<br />#210 937-91-203
<br />PROJECT DESCRIPTION:
<br />AMBULATORY CARE FACILITY AND MEDICAL OFFICE:
<br />SUITE SPLIT AND INTERIOR TENANT IMPROVEMENT IN AN
<br />EXISTING 2 STORY OFFICE BUILDING.
<br />PROJECT VALUATION:
<br />$192,336
<br />BASE BLDG. CONSTRUCTION TYPE:
<br />EXISTING BUILDING TYPE V-B (SPRINKLERED).
<br />EXISTING BLDG. HT. APPROX. 30'-0" (1 STORY)
<br />FLOOR AREA OF SUITES:
<br />EXIST. SUITE 200:4019 S.F.
<br />NEW SUITE 200:1308 S.F.
<br />NEW SUITE 210 (SUITE SPLIT):2711 S.F.
<br />OCCUPANCY:
<br />SUITE 200: B (MEDICAL OFFICE)
<br />SUITE 210: B (AMBULATORY CARE FACILITY - THIS MEDICAL
<br />OFFICE MAY SERVE NO MORE THAN 3 PATIENTS AT ANY
<br />TIME, WHO MAY BE INCAPABLE OF UNASSISTED
<br />SELF-PRESERVATION IN THE EVENT OF AN EMERGENCY).
<br />THIS FACILITY IS NOT REQUIRED TO UNDERGO OSHPD
<br />REVIEW, NOR WILL THIS PROJECT BE SUBJECT TO STATE
<br />LICENSING. APPLICABLE CODE: CBC SECTION 1226.
<br />CITY REVIEW AND APPROVAL IS NOT FOR OSHPD3
<br />OCCUPANCY LOAD:
<br />SUITE 210 (ASC):19
<br />OFFICE (2711 S.F.):18.1 (BUSINESS:
<br />150 GROSS)
<br />SUITE 200 (MEDICAL OFFICE):9
<br />OFFICE (1308 S.F.):8.7 (BUSINESS:
<br />150 GROSS)
<br />EXITS:
<br />SUITE 210:
<br />EXITS REQUIRED: 1
<br />EXITS PROVIDED: 2
<br />SUITE 200:
<br />EXITS REQUIRED: 1
<br />EXITS PROVIDED: 1
<br />OWNER/TENANT:
<br />ALFRED BESHAI, M.D.
<br />16405 SAND CANYON AVE, SUITE #210
<br />LAKEWOOD, CA 90712
<br />(949) 441 5445
<br />ARCHITECT:
<br />SAUNDERS + WIANT ARCHITECTS, INC.
<br />2700 WEST COAST HIGHWAY, #200,
<br />NEWPORT BEACH, CA. 92663
<br />(949) 721 0730
<br />STRUCTURAL/MECHANICAL/ELECTRICAL/PLUMBING:
<br />ABSOLUTE CONSULTING ENGINEERS
<br />3839 BIRCH STREET
<br />NEWPORT BEACH, CA 92660
<br />(949) 852 8700
<br />PROJECT DIRECTORY PROJECT DATA
<br />APPLICABLE CODES
<br />INTERIOR TENANT IMPROVEMENT IN AN EXISTING MEDICAL OFFICE BUILDING. PROJECT
<br />INCLUDES AMBULATORY CARE FACILITY (SUITE #210) & MEDICAL OFFICE (SUITE #200).
<br />NEW MECHANICAL HVAC SYSTEMS, NEW ELECTRICAL LIGHTING AND DISTRIBUTION
<br />SYSTEMS AND NEW PLUMBING INSTALLATIONS. ALSO, NEW MEDICAL GAS SYSTEM, NEW
<br />FIRE ALARM SYSTEM, AND NEW BACK-UP POWER SYSTEM.
<br />THE TENANT IMPROVEMENT SHALL INCLUDE THE FOLLOWING:
<br />1. 3 NEW ACCESSIBLE RESTROOMS
<br />2. NEW INTERIOR NON-LOAD BEARING PARTITION WALLS
<br />3. NEW SUSPENDED CEILING SYSTEM
<br />4. ALL NEW FINISHES THROUGHOUT
<br />5. ALL NEW PLUMBING FIXTURES AND PIPING
<br />6. NEW MEDICAL GAS SYSTEMS
<br />7. HVAC MODIFICATIONS
<br />8. NEW ELECTRICAL & LIGHTING
<br />9. FIRE ALARM SYSTEM
<br />10. FIRE SPRINKLER SYSTEM
<br />11. NEW/LEGALIZE DEMISING WALL TO CREATE UNIT #210
<br />SCOPE OF WORK
<br />2022 BUILDING STANDARDS ADMINISTRATIVE CODE, PART 1, TITLE 24 C.C.R.
<br />2022 CALIFORNIA BUILDING CODE (CBC), PART 2, TITLE 24 C.C.R.
<br />2022 CALIFORNIA ELECTRICAL CODE (CEC), PART 3, TITLE 24 C.C.R
<br />2022 CALIFORNIA MECHANICAL CODE (CMC), PART 4, TITLE 24 C.C.R
<br />2022 CALIFORNIA PLUMBING CODE (CPC), PART 5, TITLE 24 C.C.R
<br />2022 CALIFORNIA FIRE CODE (CFC), PART 9, TITLE 24 C.C.R
<br />2022 CALIFORNIA GREEN BUILDING CODE (CGBC), PART 11, TITLE 24 C.C.R
<br />2022 NATIONAL FIRE PROTECTION ASSOCIATION (NFPA) 99 (MED-GAS SYSTEMS
<br />2022 CALIFORNIA BUILDING ENERGY EFFICIENCY STANDARDS
<br />DEFERRED SUBMITTALS
<br />1. FIRE ALARM/FIRE SPRINKLER SYSTEM NFPA 13
<br />PER 2022 CGBSC 301.3, BUILDING ALTERATIONS WITH A PERMIT VALUATION OF LESS
<br />THAN $200,000 SHALL BE EXEMPT. PER 301.3.1, EXISTING NONCOMPLIANT PLUMBING
<br />FIXTURES SHALL BE BROUGHT INTO COMPLIANCE.
<br />PLUMBING
<br />CALGREEN
<br />GENERAL NOTES
<br />1. ALL WORK SHALL BE PER STATE, FEDERAL & LOCAL CODES, ORDINANCES, ETC. INCL.THE 2022 EDITION OF THE CALIFORNIA BUILDING CODE (TITLE 24) WHICH
<br />ADOPTS THE 2022 CBC, CMC, AND CPC AND THE 2022 CEC.
<br />1a. ALL WORK SHALL BE PER 2022 CALIFORNIA ENERGY EFFICIENCY STANDARDS AS ADOPTED BY THE CITY.
<br />2. EACH SUB-CONTRACTOR SHALL VISIT THE SITE, VERIFY ALL DIMENSIONS AND EXISTING CONDITIONS. NOTIFY THE ARCHITECT OF ANY DISCREPANCIES OR
<br />INCONSISTENCIES FOUND. DO NOT SCALE DRAWINGS.
<br />3. CONSTRUCTION, DEMOLITION AND REMODEL SHALL COMPLY WITH C.F.C. SECTION 203. CONTRACTOR SHALL PATCH & REPAIR NEIGHBORING FINISHES IF
<br />DAMAGED DURING DEMOLITION OR CONSTRUCTION.
<br />4. THE CONTRACTOR SHALL DISPOSE OF ALL DEMOLITION AND CONSTRUCTION DEBRIS OFF SITE AND IN AN APPROVED MANNER, ACCORDING TO STATE AND CITY
<br />CODES.
<br />5. ALL EXIT DOORS SHALL BE OPENABLE FROM THE INSIDE WITHOUT THE USE OF A KEY OR ANY SPECIAL KNOWLEDGE OR EFFORT. NO DEADBOLTS, SLIDING BOLTS,
<br />ETC. PROVIDE SELF RELEASING LOCKING DEVICES ON EXIT DOORS. EXIT DOORS SHALL SWING OPEN IN DIRECTION OF EXIT TRAVEL.
<br />6. WHERE NO CONSTRUCTION DETAILS ARE SHOWN OR NOTED FOR ANY PART OF THE WORK TO BE DONE, DETAILS SHALL BE SAME AS FOR OTHER SIMILAR WORK.
<br />7. FIRE EXTINGUISHERS SHALL BE PROVIDED PER C.F.C. SECTION 906. EXTINGUISHERS TO BE TYPE 2A10BC WITH CURRENT STATE FIRE MARSHALL SERVICE TAG,
<br />MOUNTED IN VISIBLE LOCATIONS, NOT MORE THAN 75' WALKING DISTANCE FROM ANY POINT IN THE SPACE. UNITS TO BE INSTALLED IN SEMI-RECESSED WALL
<br />CABINETS.
<br />8. ALL POWER ACTUATED PINS/ANCHORS SHALL BE "RAMSET" #2330 AT 32" O.C. FOR INTERIOR, NON-LOAD BEARING PARTITIONS PER ICC ESR-1799.
<br />9. WALL, FLOOR AND CEILING MATERIALS SHALL BE TESTED AS SPECIFIED IN CBC TABLE 803.1.3. CLASS C CLASSIFICATION SHALL BE USED PER CBC TABLE 803.13.
<br />10. IF REQUESTED BY INSPECTOR, CONTRACTOR TO POST OCCUPANT LOAD SIGN COMPLYING WITH C.F.C. SEC. 1003 AND C.B.C. SEC. 1004.3. POST IN WAITING
<br />AREA.
<br />12. ENSURE ALL EXIT AISLEWAYS AND CORRIDORS ARE MAINTAINED AT 36" MINIMUM CLEAR WIDTH IN OFFICE AREA.
<br />14. ENSURE ALL FINISHES ARE MAINTAINED IN FIRE RETARDANT CONDITION. ALL NEW FINISHES SHALL BE PER CHAPTER 8 (TABLE 803.11) OF THE CBC, CLASS III, FLAME
<br />SPREAD INDEX 200 MAX. (INCLUDES CARPETS, ETC.)
<br />16. IF REQUESTED A STATEMENT IN WRITING SHALL BE GIVEN TO THE BUILDING OFFICIAL, STATING THAT THE ARCHITECT / ENGINEER SITE OBSERVATION AND SITE
<br />VISITS HAVE BEEN MADE AND WHETHER OR NOT ANY OBSERVED DEFICIENCIES HAVE BEEN CORRECTED TO CONFORM TO THE APPROVED PLANS AND
<br />SPECIFICATIONS.
<br />17. GENERAL CONTRACTOR SHALL OBTAIN AND PAY FOR ALL REQUIRED PERMITS.
<br />18. PROTECT IN PLACE ALL EXISTING FINISHES WHICH ARE TO REMAIN. REPAIR OR REPLACE ANY SUCH FINISHES DAMAGED DURING CONSTRUCTION.
<br />19. REFER TO SPECIFICATIONS ON SHEET A-5 FOR ADDITIONAL STANDARDS AND REQUIREMENTS.
<br />20. NO HAZARDOUS MATERIALS WILL BE STORED ON SITE OR EXCEED QUANTITIES LISTED IN CBC TABLE 307.1(1) AND 307.1(2).
<br />21. EXIT SIGNS SHALL BE READILY VISIBLE FROM ANY DIRECTION OF APPROACH AND SHALL CLEARLY INDICATE THE DIRECTION OF TRAVEL. NO POINT SHALL BE
<br />MORE THAN 100 FEET (30480 MM) FROM THE NEAREST VISIBLE SIGN. ALL SIGNS SHALL BE ILLUMINATED AT ALL TIMES AND CONNECTED TO AN EMERGENCY
<br />ELECTRICAL SYSTEM. (CBC 1011.1, 1011.5). EXIT SIGNS ILLUMINATED BY AN EXTERNAL SOURCE SHALL HAVE AN INTENSITY OF NOT LESS THAN 5 FOOT CANDLES
<br />(54LUX). INTERNALLY ILLUMINATED SIGNS SHALL BE LISTED AND LABELED AND SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUF. INSTRUCTIONS AND SECTION
<br />2702 (CBC 1013.5).
<br />22. CONSTRUCTION SHALL BE SUPERVISED AS REQUIRED BY TENANT/LANDLORD LEASE REQUIREMENTS. WHERE REQUIRED BY THESE DOCUMENTS, PROVIDE
<br />CONTINUOUS INSPECTION OF THE WORK. THE DUTIES OF THE INSPECTOR ARE DEFINED IN SECTION 4-342 PART 1, TITLE 24, CCR; CLASS 3.
<br />23. THE MEANS OF EGRESS, INCLUDING THE EXIT DISCHARGE, SHALL BE ILLUMINAED AT ALL TIMES THE BUILDING SPACE SERVED BY THE MEANS OF EGRESS IS
<br />OCCUPIED. THE MEANS OF EGRESS ILLUMINATION LEVEL SHALL NOT BE LESS THAN 1-FOOT CANDLEAT THE WALKING SURFACE. THE POWER SUPPLY FOR MEANS OF
<br />EGRESS ILLUMINATIONSHALL NORMALLY BE PROVIDED BY THE PREMISES ELECTRICAL SUPPLY. IN THE EVENT OF POWER SUPPLY FAILURE, AN EMERGENCY
<br />ELECTRICAL SYSTEM SHALL AUTOMATICALLY ILLUMINATE PATHS OF EGRESS. THE EMERGENCY POWER SYSTEM SHALL PROVIDE POWER FOR A DURATION OF NOT
<br />LESS THAN 90 MINUTES. THE INSTALLATION OF THE EMERGENCY POWER SYSTEM SHALL BE IN ACCORDANCE WITH SECTION 2702. EMERGENCY LIGHTING FACILITIES
<br />SHALL BE ARRANGED TO PROVIDE INITIAL ILLUMINATION THAT IS AT LEAST AN AVERAGE OF 1 FOOT-CANDLE (11 LUX) AND A MINIMUM AT ANY POINT OF 0.1
<br />FOOT-CANDLE (1 LUX) MEASURED ALONG THE PATH OF EGRESS AT FLOOR LEVEL. ILLUMINATION LEVELS SHALL BE PERMITTED TO DECLINE TO 0.6 FOOT-CANDLE (6
<br />LUX) AVERAGE AND A MINIMUM AT ANY POINT OF 0.06 FOOT-CANDLE (0.6 LUX) AT THE END OF THE EMERGENCY LIGHTING TIME DURATION. A
<br />MAXIMUM-TO-MINIMUM ILLUMINATION UNIFORMITY RATIO OF 40 TO 1 SHALL NOT BE EXCEEDED.
<br />24. IF NEW HVAC SYSTEM IS USED DURING CONSTRUCTION, USE RETURN AIR FILTERS WITH A MERV OF 8. REPLACE ALL FILTERS IMMEDIATELY PRIOR TO OCCUPANCY.
<br />(CGBC 5.504.1.3)
<br />2. ALL NEW DOORS SHALL COMPLY WITH CBC 1008 AND 11B-302. DOOR HARDWARE SHALL BE LEVER OR PUSH TYPE, MOUNTED 34" TO 44" ABOVE THE FLOOR, PER CBC SEC. 11B-404.2.7. ALL DOORS SHALL
<br />BE 3'-0" WIDE MIN.
<br />3. MAXIMUM EFFORT TO OPERATE DOORS SHALL NOT EXCEED 5 POUNDS FOR EXTERIOR DOORS AND 5 POUNDS FOR INTERIOR DOORS. SUCH PUSH OR PULL EFFORT SHALL BE APPLIED AT RIGHT ANGLES TO
<br />HINGED DOORS. AT REQUIRED FIRE DOORS, MAX. OPERATING EFFORT MAY BE INCREASED TO 15 LBS.
<br />4. PER CBC 11B-302 AND 11B-404.2.5, REGARDLESS OF THE OCCUPANT LOAD, THERE SHALL BE A LEVEL FLOOR OR LANDING ON EACH SIDE OF THE DOOR. THE FLOOR OR LANDING SHALL NOT BE MORE
<br />THAN 1/2" LOWER THAN THE THRESHOLD OR THE DOORWAY.
<br />5. THE LOWER 10" OF ALL DOORS SHALL BE SMOOTH AND UNINTERRUPTED TO ALLOW THE DOOR TO BE OPENED BY A WHEELCHAIR FOOTREST WITHOUT CREATING A TRAP OR HAZARDOUS
<br />CONDITION. NARROW FRAME DOORS MAY USE A 10" HIGH SMOOTH PANEL ON THE PUSH SIDE OF THE DOOR.
<br />6. NEW ACCESSIBLE RESTROOMS WILL BE PROVIDED IN THE SUITE:
<br />7. WATER-CLOSET / FAUCET CONTROLS SHALL BE OPERABLE WITH ONE HAND AND DO NOT REQUIRE TIGHT GRASPING. PINCHING OR TWISTING OF THE WRIST.
<br />8. LAVATORIES SHALL COMPLY WITH THE FOLLOWING:
<br />a) A MINIMUM OF 30" x 48" CLEAR SPACE IS PROVIDED IN FRONT OF THE LAVATORY .
<br />b) THE CLEAR SPACE BENEATH LAVATORIES IS A MINIMUM OF 29" HIGH x 30" WIDE x 8" DEEP AT THE TOP AND 9" HIGH x 30" WIDE x 17" DEEP AT THE BOTTOM. THE MAXIMUM HEIGHT OF THE BASIN /
<br />COUNTER TOP IS 34" HEIGHT MAX.
<br />c) ALL HOT WATER AND DRAIN PIPES UNDER THE LAVATORY ARE INSULATED.
<br />d) FAUCET CONTROLS HAVE AN OPERATING FORCE OF NOT GREATER THAN 5 POUNDS.
<br />9. FLOORS ARE TO BE SLIP-RESISTANT.
<br />10. GRAB BARS SHALL BE PROVIDED. FASTENERS AND MOUNTING SUPPORT MUST BE ABLE TO WITHSTAND 250 POUNDS POINT LOAD BEARING SHEAR AND TORSION.
<br />11. DOORS TO THE TOILET ROOMS SHALL BE IDENTIFIED BY A 12" X 1/4" THICK SIGN WITH ETCHED UNISEX SYMBOL: 12" DIAMETER CIRCULAR WITH EQUALITERAL TRIANGLE VERTEX POINTING UP.
<br />SANITARY FACILITIES
<br />SITE ACCESS
<br />1. ACCESSIBLE SIGNAGE SHALL BE PROVIDED AT ALL NEW TOILET FACILITIES AND EXITS. SEE SIGNAGE SCHEDULE. SIGNS TO HAVE RAISED LETTERS PLUS BRAILLE, AND ARE TO BE INSTALLED 48" MIN. TO
<br />60" MAX. AFF, ADJACENT TO LATCH SIDE OF DOOR.
<br />ACCESSIBILITY NOTES
<br />GENERAL ACCESSIBILITY
<br />DOORS
<br />1. THE BUILDING AND SITE ARE EXISTING AND ARE FULLY ACCESSIBLE
<br />2. PRIMARY ENTRANCES TO THE BUILDING ARE ON AN ACCESSIBLE ROUTE. GROUND SURFACES ALONG THIS ROUTE, INCLUDING CURB RAMPS, ARE ON AN ACCESSIBLE ROUTE.
<br />3. ACCESSIBLE PARKING SPACES, INCLUDING VAN SPACES ARE PROVIDED, LOCATED ON SITE AT THE PARKING LOT SERVING THIS BUILDING. ACCESSIBLE SPACES COMPLY IN REGARD TO QUANTITY,
<br />SPACE, STRIPING AND SIGNAGE, WITH EXISTING CURB RAMPS.
<br />4. PROVIDE TEXT "MIN. FINE $250.00" ON SIGNS AT STALLS (MIN. 1" HIGH LETTERS AND A PERMANENT PART OF THE SIGN). ENSURE SIGN MIN. 6'-8" A.F.F.
<br />5. ACCESS AISLES SHALL BE PAINTED PER 11B-502.3.
<br />6. STRIPING: PERIMETER SHALL BE BLUE COLOR (105090) PER FED. STD. 595B AND CROSSHATCHING TO BE WHITE.
<br />7. DOORS ALONG PEDESTRIAN PATH OF TRAVEL ARE REQUIRED TO MEET ALL REQUIREMENTS FOR EXITS DOORS, AS FOLLOWS:
<br />A. 36"-48" LEAF WIDTH
<br />B. WHERE PANIC HARDWARE IS USED, MOUNT ABOVE 36" A.F.F. OR SHOW MIN. 32" CLEAR WIDTH WHEN GATE IS OPEN 90 DEGREES.
<br />C. MAX. 5LB. OPERATING PRESSURE
<br />D. BOTTOM 10" OF DOORS TO BE SMOOTH FROM SIDE TO SIDE
<br />E. LEVER OR ACCESSIBLE PULL FROM PULL SIDE OF DOOR
<br />F. REQUIRED MANEUVERING CLEARANCES PER FIG. 11B-404.2.4.1
<br />G. MIN. HEADROOM 6'-8"
<br />H. NO CANE BOLTS OR PADLOCKS ON DOORS WITH PANIC HARDWARE
<br />FIRE DEPT. NOTES
<br />1. BUILDINGS UNDERGOING CONSTRUCTION, ALTERATION OR DEMOLITION SHALL BE IN ACCORDANCE WITH CFC ARTICLE 87 (CFC 8701) AND CFC CHAPTER 33.
<br />WELDING, CUTTING, AND OTHER HOT WORK SHALL BE IN CONFORMANCE WITH CHC CAPTER 35.
<br />2. AT LEAST ONE FIRE EXTINGUISHER WITH A MINIMUM RATING OF 2-A-10B:C SHALL BE PROVIDED WITHIN 75 FEET MAXIMUM TRAVEL DISTANCE FOR EACH 6,000
<br />SQUARE FEET OR PORTION THEREOF ON EACH FLOOR. (CFC 1002, CFC STANDARD 10-1, CAL. CODE REGS., TIT. 19, 3.29)
<br />3. COMPLETE PLANS AND SPECIFICATIONS FOR FIRE ALARM SYSTEMS (IF INSTALLED) AND OTHER FIRE-PROTECTION SYSTEMS AND APPURTENANCES THERETO SHALL
<br />BE SUBMITTED TO FIRE AND LIFE SAFETY FOR REVIEW AND APPROVAL PRIOR TO INSTALLATION. (CFC 1001.3)
<br />4. DURING CONSTRUCTION, AT LEAST ONE EXTINGUISHER SHALL BE PROVIDED ON EACH FLOOR LEVEL AT EACH STAIRWAY, IN ALL STORAGE AND CONSTRUCTION
<br />SHEDS, IN LOCATIONS WHERE FLAMMABLE OR COMBUSTIBLE LIQUIDS ARE STORED OR USED, AND WHERE OTHER SPECIAL HAZARDS ARE PRESENT PER CFC SECTION
<br />3315.1.
<br />5. ADDRESS IDENTIFICATION SHALL BE PROVIDED FOR ALL NEW AND EXISTING BUILDINGS IN A LOCATION THAT IS PLAINLY VISIBLE AND LEGIBLE FROM THE STREET OR
<br />ROAD FRONTING THE PROPERTY. WHERE ACCESS IS BY WAY OF A PRIVATE ROAD AND THE BUILDING ADDRESS CANNOT BE VIEWED FROM THE PUBLIC WAY, AN
<br />APPROVED SIGN OR MEANS SHALL BE USED TO IDENTIFY THE STRUCTURE. PREMISES IDENTIFICATION SHALL CONFORM TO CBC SECTION 501.2.
<br />6. WALL, FLOOR AND CEILING FINISHES AND MATERIALS SHALL NOT EXCEED THE INTERIOR FINISH CLASSIFICATIONS IN CBC SECTION 803.1 AND TABLE 803.11 AND
<br />SHALL MEET THE FLAME PROPAGATION PERFORMANCE CRITERIA OF THE CALIFORNIA CODE OF REGULATIONS, TITLE 19, DIVISION 1. DECORATIVE MATERIALS SHALL
<br />BE PROPERLY TREATED BY A PRODUCT OR PROCESS APPROVED BY THE STATE FIRE MARSHAL WITH APPROPRIATE DOCUMENTATION PROVIDED TO THE CITY.
<br />I. INTERIOR EXIT STAIRWAYS, RAMPS, AND PASSAGEWAYS: CLASS B
<br />II. CORRIDORS AND ENCLOSURE EXIT ACCESS STAIRWAYS/RAMPS: CLASS C
<br />III. ROOMS AND ENCLOSED SPACES: CLASS C
<br />7. DUMPSTERS AND TRASH CONTAINERS EXCEEDING 1.5 CUBIC YARDS SHALL NOT BE STORED IN BUILDINGS OR PLACED WITHIN 5 FEET OF COMBUSTIBLE WALLS,
<br />OPENINGS OR COMBUSTIBLE ROOF EAVE LINES UNLESS PROTECTED BY AN APPROVED SPRINKLER SYSTEM OR LOACTED IN A TYPE 1 OR 2A STRUCTURE SEPARATED
<br />BY 10 FEET FROM OTHER STRUCTURES. CONTAINERS LARGER THAN 1 CUBIC YARD SHALL BE OF NON- OR LIMITED-COMBUSTIBLE MATERIALS OR SIMILARLY
<br />PROTECTED OR SEPARATED. CFC 304.3.
<br />8. EXITS, EXIT SIGNS, FIRE ALARM PANELS, HOSE CABINETS, FIRE EXTINGUISHER LOCATIONS, AND STANDPIPE CONNECTIONS SHALL NOT BE CONCEALED BY
<br />CURTAINS, MIRRORS, OR OTHER DECORATIVE MATERIAL.
<br />9. OPEN FLAMES, FIRE, AND BURNING ON ALL PREMISES IS PROHIBITED EXCEPT AS SPECIFICALLY PERMITTED BY THE CITY OF LOS ANGELES AND CFC 308.
<br />10. THE EGRESS PATH SHALL REMAIN FREE AND CLEAR OF ALL OBSTRUCTIONS AT ALL TIMES. NO STORAGE IS PERMITTED IN ANY EGRESS PATHS.
<br />11. STORAGE, DISPENSING, OR USE OF HAZARDOUS MATERIALS SHALL COMPLY WITH CBC SECTION 414 AND CFC REGULATIONS. THE STORAGE AND USE OF
<br />HAZARDOUS MATERIALS SHALL BE REVIEWED AND APPROVED BY THE CITY PRIOR TO SUCH MATERIALS BEING BROUGHT ON SITE.
<br />12. LOCATIONS AND CLASSIFICATIONS OF EXTINGUISHERS SHALL BE IN ACCORDANCE WITH CFC 906 AND CALIFORNIA CODE OF REGULATIONS (CCR), TITLE 19.
<br />13. THIS BUIDING MUST BE EQUIPPED WITH AN AUTOMATIC FIRE EXTINGUISHER SYSTEM, COMPYING WITH NFPA-13. SPRINKLER SYSTEM SHALL BE APPROVED PRIOR TO
<br />INSTALLATION. (PER CBC 903.2)
<br />14. PER NFPA 99 SECTION 4.2 AND 4.2.2.1 RISK ASSESSMENT: THIS IS A CATEGORY 1 SYSTEM FACILITY.
<br />(CBC ACCESSIBILITY STANDARDS SHALL TAKE PRECEDENCE)
<br />PER 2022 CPC 422.2 EXCEPTION 3, ANY BUSINESS OR MERCANTILE WITH
<br />OCCUPANT LOAD OF 50 OR LESS IS ALLOWED TO HAVE 1 ALL GENDER
<br />RESTROOM. WE HAVE PROVIDED 3 FULLY ACCESSIBLE ALL GENDER RESTROOMS
<br />IN THIS SUITE.
<br />PER CPC 415: DRINKING FOUNTAINS SHALL NOT BE REQUIRED FOR AN
<br />OCCUPANT LOAD OF 30 OR LESS.
<br />ABBREVIATIONS
<br />Dr. Beshai ASC
<br />NEW AMBULATORY CARE FACILITY TENANT IMPROVEMENT
<br />KEY PLAN
<br />SITE LOCATION MAP
<br />N
<br />FOR EXISTING SITE ACCESSIBILITY CONFORMANCE & ACTUAL SITE CONDITIONS, SEE SHEET A-0.1
<br />FOR SITE ACCESSIBILITY CONFORMANCE DETAILS, SEE SHEET A-7.0
<br />1. CARRY OUT ALL DEMOLITION WORK INDICATED IN ACCORDANCE WITH STATE AND LOCAL CODES.
<br />2. REMOVE ALL DEBRIS FROM SITE AS WORK PROCEEDS AND DISPOSE OF AS PER CODE AND THE BUILDING MANAGEMENT
<br />REQUIREMENTS. INFORM ARCHITECT IMMEDIATELY IF ANY HAZARDOUS MATERIALS ARE ENCOUNTERED.
<br />3. PROVIDE TEMPORARY BARRICADES AND PROTECT EXISTING FINISHES IN PLACE.
<br />4. 65% OF CONSTRUCTION WASTE SHALL BE RECYCLED AND/OR SALVAGED FOR REUSE PER 2022 CBGSC 5.408
<br />DEMOLITION NOTES
<br />COMPLY WITH REQUIREMENTS OF SEC. 5.408 CGBSC FOR MIN. 75%
<br />OF NON-HAZARDOUS CONSTRUCTION AND DEMOLITION WASTE
<br />DIVERSION. DOCUMENTATION OF COMPLIANCE IS REQUIRED.
<br />AB Anchor Bolt
<br />AFF Above Finished Floor
<br />AGG Aggregate
<br />ALT Alternative
<br />ALUM Aluminum
<br />ANOD Anodized
<br />ARCH Architect
<br />ASPH Asphalt
<br />BD Board
<br />BIT Bitumen
<br />BLDG Building
<br />BLK Block
<br />BLKG Blocking
<br />BM Beam
<br />B M Benchmark
<br />BOT Bottom
<br />BTWN Between
<br />BUR Built-up Roofing
<br />CHAN Channel
<br />CI Cast Iron
<br />CLG Ceiling
<br />CMU Concrete Masonry Unit
<br />COL Column
<br />CONST Construction
<br />CONT Continuous
<br />CONTR Contractor
<br />CPT Carpet
<br />CS Countersunk
<br />CT Ceramic Tile
<br />DBL Double
<br />DET Detail
<br />DIFF Diffuser
<br />DIM Dimension
<br />DN Down
<br />DPM Damp-Proof Membrane
<br />DR Door
<br />DS Downspout
<br />DWG Drawing
<br />E Existing
<br />EA Each
<br />ELEV Elevation
<br />ELEC Electrical
<br />EMER Emergency
<br />EML Expanded Metal Lath
<br />EQ Equal
<br />EQUIP Equipment
<br />EXP Expansion
<br />EXT Exterior
<br />FAI Fresh Air Inlet
<br />FD Floor Drain
<br />FDN Foundation
<br />FIN Finish(ed)
<br />FLR Floor
<br />FLUOR Fluorescent
<br />FO Finished opening
<br />FOF Face of Finish
<br />FOS Face of Stud
<br />FTG Footing
<br />FR Fire Resistant
<br />GA Gauge
<br />GALV Galvanized
<br />GC General Contractor
<br />GFRC Glass Fiber Reinforced Concrete
<br />GL Glass
<br />GMMU Glass Mesh Mortar Unit
<br />GYP Gypsum
<br />HB Hose Bib
<br />HC Hollow Core
<br />HDCP Handicapped
<br />HDWR Hardware
<br />HM Hollow Metal
<br />HORIZ Horizontal
<br />HR Hour HT Height
<br />HTG Heating
<br />HVAC Heating Vent & Air Conditioning
<br />ID Inside Diameter
<br />INSUL Insulation
<br />INT Interior
<br />INV Invert
<br />JAN Janitor
<br />JST Joist
<br />JNT Joint
<br />LAM Laminated
<br />LAV Lavatory
<br />LHS Left Hand Side
<br />LL Live Load
<br />LTWT Lightweight
<br />MATL Material
<br />MAX Maximum
<br />MECH Mechanical
<br />MANUF Manufacturer
<br />MDF Medium Density Fiberboard
<br />MH Manhole
<br />MIN Minimum
<br />MISC Miscellaneous
<br />MTL Metal
<br />N North
<br />NIC Not In Contract
<br />NOM Nominal
<br />NTS Not To Scale
<br />NR Non-rated
<br />OC On Center
<br />OD Overflow Drain/ Outside Diameter
<br />OPNG Opening
<br />OPP Opposite
<br />OSB Oriented Strand Board
<br />OVHD Overhead PC Precast Concrete
<br />PL Plate
<br />P LAM Plastic Laminate
<br />PLYWD
<br />Plywood
<br />PNL Panel
<br />PR Pair
<br />PSF Pounds per Square Foot
<br />PSI Pounds per Square Inch
<br />PT Post Tensioned
<br />QT Quarry Tile
<br />QTY Quantity
<br />R Radius
<br />RA Return Air
<br />RD Roof Drain
<br />RE: Refer/ Reference
<br />REFL Reflected
<br />REINF Reinforcing
<br />REQ'D Required
<br />RET Retaining
<br />REV Revision
<br />RF Roof
<br />RHS Right Hand Side
<br />RM Room
<br />RO Rough Opening
<br />SB Splash Block
<br />SC Solid Core
<br />SD Storm Drain
<br />SECT Section
<br />SIM Similar
<br />SHTG Sheathing
<br />SPECS Specifications
<br />SS Stainless Steel
<br />STD Standard
<br />STL Steel
<br />STRUC Structural
<br />SUSP Suspended
<br />T & G Tongue and Groove
<br />TEL Telephone
<br />TEMP Tempered
<br />TJ Tooled Joint
<br />TOC Top of Concrete
<br />TOM Top of Masonry
<br />TOS Top of Steel
<br />TOW Top of Wall
<br />T-STAT Thermostat
<br />TRANSF Transformer
<br />TYP Typical
<br />U/S Underside
<br />VT Vinyl Tile
<br />VB Vapor Barrier
<br />VERT Vertical
<br />VIF Verify In Field
<br />VWC Vinyl Wall Covering
<br />W/ With
<br />W/O Without
<br />WC Water Closet
<br />WD Wood
<br />WH Water Heater
<br />WP Waterproofing
<br />WWF Welded Wire Fabric
<br />THE SITE
<br />EXISTING BLDG.
<br />SHEET INDEX
<br />A-0.0 COVER SHEET
<br />A-0.1 SITE PLAN
<br />A-1.0 FLOOR PLAN
<br />A-1.1 DIMENSION PLAN
<br />A-1.2 DEMOLITION PLAN
<br />A-1.3 EQUIPMENT PLAN
<br />A-1.4 FINISH PLAN
<br />A-2.0 REFLECTED CEILING PLAN
<br />A-3.0 CABINET/INTERIOR ELEVATIONS
<br />A-3.1 CABINET/INTERIOR ELEVATIONS
<br />A-3.2 RESTROOM ELEVATIONS
<br />A-3.3 ROOF PARAPET ELEVATION
<br />A-4.0 SCHEDULES
<br />A-5.0 SPECIFICATIONS
<br />A-6.0 DETAILS
<br />A-6.1 DETAILS
<br />A-6.2 DETAILS
<br />A-7.0 ACCESSIBILITY DETAILS
<br />E-1.0 GEN. NOTES, LEGEND
<br />E-1.1 SINGLE LINE DIAGRAM
<br />E-1.2 PANEL SCHEDULES
<br />E-1.3 PANEL SCHEDULES
<br />E-1.4 PANEL SCHEDULES
<br />E-1.5 LT. FIXTURE SCHED'S CONTROLS
<br />E-1.6 PANEL SCHEDULES
<br />E-2.0 ELECTRICAL PLANS
<br />E-3.0 ELECTRICAL PLANS
<br />E-4.0 LIGHTING TITLE 24
<br />E-4.1 LIGHTING TITLE 24
<br />E-4.2 LIGHTING TITLE 24
<br />E-4.3 LIGHTING TITLE 24
<br />M-1.0 GEN. NOTES, LEGEND
<br />M-1.1 MECH. SPECS. AIR BALANCE
<br />M-1.2 DUCT, AIR DISTRIBUTION DETAILS
<br />M-1.3 SCHED'S TALBES, DIAG., DETAILS
<br />M-2.0 MECHANICAL PLAN
<br />M-3.0 DETAILS
<br />M-3.1 DETAILS
<br />M-4.0 MECHANICAL TITLE 24
<br />M-4.1 MECHANICAL TITLE 24
<br />P-1.0 GEN, NOTES, LEGENDS
<br />P-1.1 PLUMBING FIXT.
<br />P-1.2 PLUMBING RISER DIAGRAM
<br />P-2.0 PLUMBING PLAN
<br />P-3.0 PLUMBING PLAN
<br />P-4.0 DETAILS
<br />P-4.1 DETAILS
<br />P-4.2 DETAILS
<br />P-5.0 PLUMBING TITLE 24
<br />P-5.1 PLUMBING TITLE 24
<br />P-5.2 PLUMBING TITLE 24
<br />MG-1.0 GENERAL NOTES
<br />MG-2.0 MED GAS PIPING PLAN
<br />MG-2.1 MED GAS PIPING PLAN
<br />MG-3.0 NFPA 99 NOTES
<br />MG-4.0 NFPA 99 NOTES
<br />MG-5.0 DETAILS
<br />MG-5.1 DETAILS
<br />MG-5.2 DETAILS
<br />MG-5.3 DETAILS
<br />MG-5.4 DETAILS
<br />A BUILDING REVIEW
<br />REVISIONS 11-21-24
<br />Bldg #101121099-100
<br />Elect #20184195-96
<br />Plumb #30147872-72
<br />Mech #40139593-94
<br />
<br />APPROVALS:
<br />PLNG - C. Santana
<br />BLDG - T. Le
<br />POLICE - B. Martin
<br />PUBLIC WORKS - Y. Soto
<br />ELECT - M. Smith
<br />PLUMB/MECH - T. Luka
<br />2010 E First St Units #200
<br />& 2102/19/2025
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