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Home My WebLink About2010 E First St Units #200 & 210 - PlanA-0.0 COVER SHEET SHEET NO. 2402 REVISIONS: 4/12/2024DATE: PROJECT NO. PERMIT NO. Dr . B e s h a i A S C 20 1 0 E . 1 s t S t r e e t , S t e . 2 0 0 & 2 1 0 , S a n t a A n a , C A 9 2 7 0 5 Ne w A m b u l a t o r y C a r e F a c i l i t y T e n a n t I m p r o v e m e n t 10/31/25 REN. DATE C-26955 OIFNRI LOFCA SAUNDERS TATS E CETIHCADESRCILEN NIALL F. A T PROJECT TITLE / ADDRESS: DR BESHAI ASC 2010 E. 1ST. ST. #200 & #210 SANTA ANA, CA 92705 APN: #200 937-91-202 #210 937-91-203 PROJECT DESCRIPTION: AMBULATORY CARE FACILITY AND MEDICAL OFFICE: SUITE SPLIT AND INTERIOR TENANT IMPROVEMENT IN AN EXISTING 2 STORY OFFICE BUILDING. PROJECT VALUATION: $192,336 BASE BLDG. CONSTRUCTION TYPE: EXISTING BUILDING TYPE V-B (SPRINKLERED). EXISTING BLDG. HT. APPROX. 30'-0" (1 STORY) FLOOR AREA OF SUITES: EXIST. SUITE 200:4019 S.F. NEW SUITE 200:1308 S.F. NEW SUITE 210 (SUITE SPLIT):2711 S.F. OCCUPANCY: SUITE 200: B (MEDICAL OFFICE) SUITE 210: B (AMBULATORY CARE FACILITY - THIS MEDICAL OFFICE MAY SERVE NO MORE THAN 3 PATIENTS AT ANY TIME, WHO MAY BE INCAPABLE OF UNASSISTED SELF-PRESERVATION IN THE EVENT OF AN EMERGENCY). THIS FACILITY IS NOT REQUIRED TO UNDERGO OSHPD REVIEW, NOR WILL THIS PROJECT BE SUBJECT TO STATE LICENSING. APPLICABLE CODE: CBC SECTION 1226. CITY REVIEW AND APPROVAL IS NOT FOR OSHPD3 OCCUPANCY LOAD: SUITE 210 (ASC):19 OFFICE (2711 S.F.):18.1 (BUSINESS: 150 GROSS) SUITE 200 (MEDICAL OFFICE):9 OFFICE (1308 S.F.):8.7 (BUSINESS: 150 GROSS) EXITS: SUITE 210: EXITS REQUIRED: 1 EXITS PROVIDED: 2 SUITE 200: EXITS REQUIRED: 1 EXITS PROVIDED: 1 OWNER/TENANT: ALFRED BESHAI, M.D. 16405 SAND CANYON AVE, SUITE #210 LAKEWOOD, CA 90712 (949) 441 5445 ARCHITECT: SAUNDERS + WIANT ARCHITECTS, INC. 2700 WEST COAST HIGHWAY, #200, NEWPORT BEACH, CA. 92663 (949) 721 0730 STRUCTURAL/MECHANICAL/ELECTRICAL/PLUMBING: ABSOLUTE CONSULTING ENGINEERS 3839 BIRCH STREET NEWPORT BEACH, CA 92660 (949) 852 8700 PROJECT DIRECTORY PROJECT DATA APPLICABLE CODES INTERIOR TENANT IMPROVEMENT IN AN EXISTING MEDICAL OFFICE BUILDING. PROJECT INCLUDES AMBULATORY CARE FACILITY (SUITE #210) & MEDICAL OFFICE (SUITE #200). NEW MECHANICAL HVAC SYSTEMS, NEW ELECTRICAL LIGHTING AND DISTRIBUTION SYSTEMS AND NEW PLUMBING INSTALLATIONS. ALSO, NEW MEDICAL GAS SYSTEM, NEW FIRE ALARM SYSTEM, AND NEW BACK-UP POWER SYSTEM. THE TENANT IMPROVEMENT SHALL INCLUDE THE FOLLOWING: 1. 3 NEW ACCESSIBLE RESTROOMS 2. NEW INTERIOR NON-LOAD BEARING PARTITION WALLS 3. NEW SUSPENDED CEILING SYSTEM 4. ALL NEW FINISHES THROUGHOUT 5. ALL NEW PLUMBING FIXTURES AND PIPING 6. NEW MEDICAL GAS SYSTEMS 7. HVAC MODIFICATIONS 8. NEW ELECTRICAL & LIGHTING 9. FIRE ALARM SYSTEM 10. FIRE SPRINKLER SYSTEM 11. NEW/LEGALIZE DEMISING WALL TO CREATE UNIT #210 SCOPE OF WORK 2022 BUILDING STANDARDS ADMINISTRATIVE CODE, PART 1, TITLE 24 C.C.R. 2022 CALIFORNIA BUILDING CODE (CBC), PART 2, TITLE 24 C.C.R. 2022 CALIFORNIA ELECTRICAL CODE (CEC), PART 3, TITLE 24 C.C.R 2022 CALIFORNIA MECHANICAL CODE (CMC), PART 4, TITLE 24 C.C.R 2022 CALIFORNIA PLUMBING CODE (CPC), PART 5, TITLE 24 C.C.R 2022 CALIFORNIA FIRE CODE (CFC), PART 9, TITLE 24 C.C.R 2022 CALIFORNIA GREEN BUILDING CODE (CGBC), PART 11, TITLE 24 C.C.R 2022 NATIONAL FIRE PROTECTION ASSOCIATION (NFPA) 99 (MED-GAS SYSTEMS 2022 CALIFORNIA BUILDING ENERGY EFFICIENCY STANDARDS DEFERRED SUBMITTALS 1. FIRE ALARM/FIRE SPRINKLER SYSTEM NFPA 13 PER 2022 CGBSC 301.3, BUILDING ALTERATIONS WITH A PERMIT VALUATION OF LESS THAN $200,000 SHALL BE EXEMPT. PER 301.3.1, EXISTING NONCOMPLIANT PLUMBING FIXTURES SHALL BE BROUGHT INTO COMPLIANCE. PLUMBING CALGREEN GENERAL NOTES 1. ALL WORK SHALL BE PER STATE, FEDERAL & LOCAL CODES, ORDINANCES, ETC. INCL.THE 2022 EDITION OF THE CALIFORNIA BUILDING CODE (TITLE 24) WHICH ADOPTS THE 2022 CBC, CMC, AND CPC AND THE 2022 CEC. 1a. ALL WORK SHALL BE PER 2022 CALIFORNIA ENERGY EFFICIENCY STANDARDS AS ADOPTED BY THE CITY. 2. EACH SUB-CONTRACTOR SHALL VISIT THE SITE, VERIFY ALL DIMENSIONS AND EXISTING CONDITIONS. NOTIFY THE ARCHITECT OF ANY DISCREPANCIES OR INCONSISTENCIES FOUND. DO NOT SCALE DRAWINGS. 3. CONSTRUCTION, DEMOLITION AND REMODEL SHALL COMPLY WITH C.F.C. SECTION 203. CONTRACTOR SHALL PATCH & REPAIR NEIGHBORING FINISHES IF DAMAGED DURING DEMOLITION OR CONSTRUCTION. 4. THE CONTRACTOR SHALL DISPOSE OF ALL DEMOLITION AND CONSTRUCTION DEBRIS OFF SITE AND IN AN APPROVED MANNER, ACCORDING TO STATE AND CITY CODES. 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, ETC. PROVIDE SELF RELEASING LOCKING DEVICES ON EXIT DOORS. EXIT DOORS SHALL SWING OPEN IN DIRECTION OF EXIT TRAVEL. 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. 7. FIRE EXTINGUISHERS SHALL BE PROVIDED PER C.F.C. SECTION 906. EXTINGUISHERS TO BE TYPE 2A10BC WITH CURRENT STATE FIRE MARSHALL SERVICE TAG, MOUNTED IN VISIBLE LOCATIONS, NOT MORE THAN 75' WALKING DISTANCE FROM ANY POINT IN THE SPACE. UNITS TO BE INSTALLED IN SEMI-RECESSED WALL CABINETS. 8. ALL POWER ACTUATED PINS/ANCHORS SHALL BE "RAMSET" #2330 AT 32" O.C. FOR INTERIOR, NON-LOAD BEARING PARTITIONS PER ICC ESR-1799. 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. 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 AREA. 12. ENSURE ALL EXIT AISLEWAYS AND CORRIDORS ARE MAINTAINED AT 36" MINIMUM CLEAR WIDTH IN OFFICE AREA. 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 SPREAD INDEX 200 MAX. (INCLUDES CARPETS, ETC.) 16. IF REQUESTED A STATEMENT IN WRITING SHALL BE GIVEN TO THE BUILDING OFFICIAL, STATING THAT THE ARCHITECT / ENGINEER SITE OBSERVATION AND SITE VISITS HAVE BEEN MADE AND WHETHER OR NOT ANY OBSERVED DEFICIENCIES HAVE BEEN CORRECTED TO CONFORM TO THE APPROVED PLANS AND SPECIFICATIONS. 17. GENERAL CONTRACTOR SHALL OBTAIN AND PAY FOR ALL REQUIRED PERMITS. 18. PROTECT IN PLACE ALL EXISTING FINISHES WHICH ARE TO REMAIN. REPAIR OR REPLACE ANY SUCH FINISHES DAMAGED DURING CONSTRUCTION. 19. REFER TO SPECIFICATIONS ON SHEET A-5 FOR ADDITIONAL STANDARDS AND REQUIREMENTS. 20. NO HAZARDOUS MATERIALS WILL BE STORED ON SITE OR EXCEED QUANTITIES LISTED IN CBC TABLE 307.1(1) AND 307.1(2). 21. EXIT SIGNS SHALL BE READILY VISIBLE FROM ANY DIRECTION OF APPROACH AND SHALL CLEARLY INDICATE THE DIRECTION OF TRAVEL. NO POINT SHALL BE MORE THAN 100 FEET (30480 MM) FROM THE NEAREST VISIBLE SIGN. ALL SIGNS SHALL BE ILLUMINATED AT ALL TIMES AND CONNECTED TO AN EMERGENCY 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 (54LUX). INTERNALLY ILLUMINATED SIGNS SHALL BE LISTED AND LABELED AND SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUF. INSTRUCTIONS AND SECTION 2702 (CBC 1013.5). 22. CONSTRUCTION SHALL BE SUPERVISED AS REQUIRED BY TENANT/LANDLORD LEASE REQUIREMENTS. WHERE REQUIRED BY THESE DOCUMENTS, PROVIDE CONTINUOUS INSPECTION OF THE WORK. THE DUTIES OF THE INSPECTOR ARE DEFINED IN SECTION 4-342 PART 1, TITLE 24, CCR; CLASS 3. 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 OCCUPIED. THE MEANS OF EGRESS ILLUMINATION LEVEL SHALL NOT BE LESS THAN 1-FOOT CANDLEAT THE WALKING SURFACE. THE POWER SUPPLY FOR MEANS OF EGRESS ILLUMINATIONSHALL NORMALLY BE PROVIDED BY THE PREMISES ELECTRICAL SUPPLY. IN THE EVENT OF POWER SUPPLY FAILURE, AN EMERGENCY ELECTRICAL SYSTEM SHALL AUTOMATICALLY ILLUMINATE PATHS OF EGRESS. THE EMERGENCY POWER SYSTEM SHALL PROVIDE POWER FOR A DURATION OF NOT LESS THAN 90 MINUTES. THE INSTALLATION OF THE EMERGENCY POWER SYSTEM SHALL BE IN ACCORDANCE WITH SECTION 2702. EMERGENCY LIGHTING FACILITIES 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 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 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 MAXIMUM-TO-MINIMUM ILLUMINATION UNIFORMITY RATIO OF 40 TO 1 SHALL NOT BE EXCEEDED. 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. (CGBC 5.504.1.3) 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 BE 3'-0" WIDE MIN. 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 HINGED DOORS. AT REQUIRED FIRE DOORS, MAX. OPERATING EFFORT MAY BE INCREASED TO 15 LBS. 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 THAN 1/2" LOWER THAN THE THRESHOLD OR THE DOORWAY. 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 CONDITION. NARROW FRAME DOORS MAY USE A 10" HIGH SMOOTH PANEL ON THE PUSH SIDE OF THE DOOR. 6. NEW ACCESSIBLE RESTROOMS WILL BE PROVIDED IN THE SUITE: 7. WATER-CLOSET / FAUCET CONTROLS SHALL BE OPERABLE WITH ONE HAND AND DO NOT REQUIRE TIGHT GRASPING. PINCHING OR TWISTING OF THE WRIST. 8. LAVATORIES SHALL COMPLY WITH THE FOLLOWING: a) A MINIMUM OF 30" x 48" CLEAR SPACE IS PROVIDED IN FRONT OF THE LAVATORY . 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 / COUNTER TOP IS 34" HEIGHT MAX. c) ALL HOT WATER AND DRAIN PIPES UNDER THE LAVATORY ARE INSULATED. d) FAUCET CONTROLS HAVE AN OPERATING FORCE OF NOT GREATER THAN 5 POUNDS. 9. FLOORS ARE TO BE SLIP-RESISTANT. 10. GRAB BARS SHALL BE PROVIDED. FASTENERS AND MOUNTING SUPPORT MUST BE ABLE TO WITHSTAND 250 POUNDS POINT LOAD BEARING SHEAR AND TORSION. 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. SANITARY FACILITIES SITE ACCESS 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 60" MAX. AFF, ADJACENT TO LATCH SIDE OF DOOR. ACCESSIBILITY NOTES GENERAL ACCESSIBILITY DOORS 1. THE BUILDING AND SITE ARE EXISTING AND ARE FULLY ACCESSIBLE 2. PRIMARY ENTRANCES TO THE BUILDING ARE ON AN ACCESSIBLE ROUTE. GROUND SURFACES ALONG THIS ROUTE, INCLUDING CURB RAMPS, ARE ON AN ACCESSIBLE ROUTE. 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, SPACE, STRIPING AND SIGNAGE, WITH EXISTING CURB RAMPS. 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. 5. ACCESS AISLES SHALL BE PAINTED PER 11B-502.3. 6. STRIPING: PERIMETER SHALL BE BLUE COLOR (105090) PER FED. STD. 595B AND CROSSHATCHING TO BE WHITE. 7. DOORS ALONG PEDESTRIAN PATH OF TRAVEL ARE REQUIRED TO MEET ALL REQUIREMENTS FOR EXITS DOORS, AS FOLLOWS: A. 36"-48" LEAF WIDTH B. WHERE PANIC HARDWARE IS USED, MOUNT ABOVE 36" A.F.F. OR SHOW MIN. 32" CLEAR WIDTH WHEN GATE IS OPEN 90 DEGREES. C. MAX. 5LB. OPERATING PRESSURE D. BOTTOM 10" OF DOORS TO BE SMOOTH FROM SIDE TO SIDE E. LEVER OR ACCESSIBLE PULL FROM PULL SIDE OF DOOR F. REQUIRED MANEUVERING CLEARANCES PER FIG. 11B-404.2.4.1 G. MIN. HEADROOM 6'-8" H. NO CANE BOLTS OR PADLOCKS ON DOORS WITH PANIC HARDWARE FIRE DEPT. NOTES 1. BUILDINGS UNDERGOING CONSTRUCTION, ALTERATION OR DEMOLITION SHALL BE IN ACCORDANCE WITH CFC ARTICLE 87 (CFC 8701) AND CFC CHAPTER 33. WELDING, CUTTING, AND OTHER HOT WORK SHALL BE IN CONFORMANCE WITH CHC CAPTER 35. 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 SQUARE FEET OR PORTION THEREOF ON EACH FLOOR. (CFC 1002, CFC STANDARD 10-1, CAL. CODE REGS., TIT. 19, 3.29) 3. COMPLETE PLANS AND SPECIFICATIONS FOR FIRE ALARM SYSTEMS (IF INSTALLED) AND OTHER FIRE-PROTECTION SYSTEMS AND APPURTENANCES THERETO SHALL BE SUBMITTED TO FIRE AND LIFE SAFETY FOR REVIEW AND APPROVAL PRIOR TO INSTALLATION. (CFC 1001.3) 4. DURING CONSTRUCTION, AT LEAST ONE EXTINGUISHER SHALL BE PROVIDED ON EACH FLOOR LEVEL AT EACH STAIRWAY, IN ALL STORAGE AND CONSTRUCTION SHEDS, IN LOCATIONS WHERE FLAMMABLE OR COMBUSTIBLE LIQUIDS ARE STORED OR USED, AND WHERE OTHER SPECIAL HAZARDS ARE PRESENT PER CFC SECTION 3315.1. 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 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 APPROVED SIGN OR MEANS SHALL BE USED TO IDENTIFY THE STRUCTURE. PREMISES IDENTIFICATION SHALL CONFORM TO CBC SECTION 501.2. 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 SHALL MEET THE FLAME PROPAGATION PERFORMANCE CRITERIA OF THE CALIFORNIA CODE OF REGULATIONS, TITLE 19, DIVISION 1. DECORATIVE MATERIALS SHALL BE PROPERLY TREATED BY A PRODUCT OR PROCESS APPROVED BY THE STATE FIRE MARSHAL WITH APPROPRIATE DOCUMENTATION PROVIDED TO THE CITY. I. INTERIOR EXIT STAIRWAYS, RAMPS, AND PASSAGEWAYS: CLASS B II. CORRIDORS AND ENCLOSURE EXIT ACCESS STAIRWAYS/RAMPS: CLASS C III. ROOMS AND ENCLOSED SPACES: CLASS C 7. DUMPSTERS AND TRASH CONTAINERS EXCEEDING 1.5 CUBIC YARDS SHALL NOT BE STORED IN BUILDINGS OR PLACED WITHIN 5 FEET OF COMBUSTIBLE WALLS, OPENINGS OR COMBUSTIBLE ROOF EAVE LINES UNLESS PROTECTED BY AN APPROVED SPRINKLER SYSTEM OR LOACTED IN A TYPE 1 OR 2A STRUCTURE SEPARATED BY 10 FEET FROM OTHER STRUCTURES. CONTAINERS LARGER THAN 1 CUBIC YARD SHALL BE OF NON- OR LIMITED-COMBUSTIBLE MATERIALS OR SIMILARLY PROTECTED OR SEPARATED. CFC 304.3. 8. EXITS, EXIT SIGNS, FIRE ALARM PANELS, HOSE CABINETS, FIRE EXTINGUISHER LOCATIONS, AND STANDPIPE CONNECTIONS SHALL NOT BE CONCEALED BY CURTAINS, MIRRORS, OR OTHER DECORATIVE MATERIAL. 9. OPEN FLAMES, FIRE, AND BURNING ON ALL PREMISES IS PROHIBITED EXCEPT AS SPECIFICALLY PERMITTED BY THE CITY OF LOS ANGELES AND CFC 308. 10. THE EGRESS PATH SHALL REMAIN FREE AND CLEAR OF ALL OBSTRUCTIONS AT ALL TIMES. NO STORAGE IS PERMITTED IN ANY EGRESS PATHS. 11. STORAGE, DISPENSING, OR USE OF HAZARDOUS MATERIALS SHALL COMPLY WITH CBC SECTION 414 AND CFC REGULATIONS. THE STORAGE AND USE OF HAZARDOUS MATERIALS SHALL BE REVIEWED AND APPROVED BY THE CITY PRIOR TO SUCH MATERIALS BEING BROUGHT ON SITE. 12. LOCATIONS AND CLASSIFICATIONS OF EXTINGUISHERS SHALL BE IN ACCORDANCE WITH CFC 906 AND CALIFORNIA CODE OF REGULATIONS (CCR), TITLE 19. 13. THIS BUIDING MUST BE EQUIPPED WITH AN AUTOMATIC FIRE EXTINGUISHER SYSTEM, COMPYING WITH NFPA-13. SPRINKLER SYSTEM SHALL BE APPROVED PRIOR TO INSTALLATION. (PER CBC 903.2) 14. PER NFPA 99 SECTION 4.2 AND 4.2.2.1 RISK ASSESSMENT: THIS IS A CATEGORY 1 SYSTEM FACILITY. (CBC ACCESSIBILITY STANDARDS SHALL TAKE PRECEDENCE) PER 2022 CPC 422.2 EXCEPTION 3, ANY BUSINESS OR MERCANTILE WITH OCCUPANT LOAD OF 50 OR LESS IS ALLOWED TO HAVE 1 ALL GENDER RESTROOM. WE HAVE PROVIDED 3 FULLY ACCESSIBLE ALL GENDER RESTROOMS IN THIS SUITE. PER CPC 415: DRINKING FOUNTAINS SHALL NOT BE REQUIRED FOR AN OCCUPANT LOAD OF 30 OR LESS. ABBREVIATIONS Dr. Beshai ASC NEW AMBULATORY CARE FACILITY TENANT IMPROVEMENT KEY PLAN SITE LOCATION MAP N FOR EXISTING SITE ACCESSIBILITY CONFORMANCE & ACTUAL SITE CONDITIONS, SEE SHEET A-0.1 FOR SITE ACCESSIBILITY CONFORMANCE DETAILS, SEE SHEET A-7.0 1. CARRY OUT ALL DEMOLITION WORK INDICATED IN ACCORDANCE WITH STATE AND LOCAL CODES. 2. REMOVE ALL DEBRIS FROM SITE AS WORK PROCEEDS AND DISPOSE OF AS PER CODE AND THE BUILDING MANAGEMENT REQUIREMENTS. INFORM ARCHITECT IMMEDIATELY IF ANY HAZARDOUS MATERIALS ARE ENCOUNTERED. 3. PROVIDE TEMPORARY BARRICADES AND PROTECT EXISTING FINISHES IN PLACE. 4. 65% OF CONSTRUCTION WASTE SHALL BE RECYCLED AND/OR SALVAGED FOR REUSE PER 2022 CBGSC 5.408 DEMOLITION NOTES COMPLY WITH REQUIREMENTS OF SEC. 5.408 CGBSC FOR MIN. 75% OF NON-HAZARDOUS CONSTRUCTION AND DEMOLITION WASTE DIVERSION. DOCUMENTATION OF COMPLIANCE IS REQUIRED. AB Anchor Bolt AFF Above Finished Floor AGG Aggregate ALT Alternative ALUM Aluminum ANOD Anodized ARCH Architect ASPH Asphalt BD Board BIT Bitumen BLDG Building BLK Block BLKG Blocking BM Beam B M Benchmark BOT Bottom BTWN Between BUR Built-up Roofing CHAN Channel CI Cast Iron CLG Ceiling CMU Concrete Masonry Unit COL Column CONST Construction CONT Continuous CONTR Contractor CPT Carpet CS Countersunk CT Ceramic Tile DBL Double DET Detail DIFF Diffuser DIM Dimension DN Down DPM Damp-Proof Membrane DR Door DS Downspout DWG Drawing E Existing EA Each ELEV Elevation ELEC Electrical EMER Emergency EML Expanded Metal Lath EQ Equal EQUIP Equipment EXP Expansion EXT Exterior FAI Fresh Air Inlet FD Floor Drain FDN Foundation FIN Finish(ed) FLR Floor FLUOR Fluorescent FO Finished opening FOF Face of Finish FOS Face of Stud FTG Footing FR Fire Resistant GA Gauge GALV Galvanized GC General Contractor GFRC Glass Fiber Reinforced Concrete GL Glass GMMU Glass Mesh Mortar Unit GYP Gypsum HB Hose Bib HC Hollow Core HDCP Handicapped HDWR Hardware HM Hollow Metal HORIZ Horizontal HR Hour HT Height HTG Heating HVAC Heating Vent & Air Conditioning ID Inside Diameter INSUL Insulation INT Interior INV Invert JAN Janitor JST Joist JNT Joint LAM Laminated LAV Lavatory LHS Left Hand Side LL Live Load LTWT Lightweight MATL Material MAX Maximum MECH Mechanical MANUF Manufacturer MDF Medium Density Fiberboard MH Manhole MIN Minimum MISC Miscellaneous MTL Metal N North NIC Not In Contract NOM Nominal NTS Not To Scale NR Non-rated OC On Center OD Overflow Drain/ Outside Diameter OPNG Opening OPP Opposite OSB Oriented Strand Board OVHD Overhead PC Precast Concrete PL Plate P LAM Plastic Laminate PLYWD Plywood PNL Panel PR Pair PSF Pounds per Square Foot PSI Pounds per Square Inch PT Post Tensioned QT Quarry Tile QTY Quantity R Radius RA Return Air RD Roof Drain RE: Refer/ Reference REFL Reflected REINF Reinforcing REQ'D Required RET Retaining REV Revision RF Roof RHS Right Hand Side RM Room RO Rough Opening SB Splash Block SC Solid Core SD Storm Drain SECT Section SIM Similar SHTG Sheathing SPECS Specifications SS Stainless Steel STD Standard STL Steel STRUC Structural SUSP Suspended T & G Tongue and Groove TEL Telephone TEMP Tempered TJ Tooled Joint TOC Top of Concrete TOM Top of Masonry TOS Top of Steel TOW Top of Wall T-STAT Thermostat TRANSF Transformer TYP Typical U/S Underside VT Vinyl Tile VB Vapor Barrier VERT Vertical VIF Verify In Field VWC Vinyl Wall Covering W/ With W/O Without WC Water Closet WD Wood WH Water Heater WP Waterproofing WWF Welded Wire Fabric THE SITE EXISTING BLDG. SHEET INDEX A-0.0 COVER SHEET A-0.1 SITE PLAN A-1.0 FLOOR PLAN A-1.1 DIMENSION PLAN A-1.2 DEMOLITION PLAN A-1.3 EQUIPMENT PLAN A-1.4 FINISH PLAN A-2.0 REFLECTED CEILING PLAN A-3.0 CABINET/INTERIOR ELEVATIONS A-3.1 CABINET/INTERIOR ELEVATIONS A-3.2 RESTROOM ELEVATIONS A-3.3 ROOF PARAPET ELEVATION A-4.0 SCHEDULES A-5.0 SPECIFICATIONS A-6.0 DETAILS A-6.1 DETAILS A-6.2 DETAILS A-7.0 ACCESSIBILITY DETAILS E-1.0 GEN. NOTES, LEGEND E-1.1 SINGLE LINE DIAGRAM E-1.2 PANEL SCHEDULES E-1.3 PANEL SCHEDULES E-1.4 PANEL SCHEDULES E-1.5 LT. FIXTURE SCHED'S CONTROLS E-1.6 PANEL SCHEDULES E-2.0 ELECTRICAL PLANS E-3.0 ELECTRICAL PLANS E-4.0 LIGHTING TITLE 24 E-4.1 LIGHTING TITLE 24 E-4.2 LIGHTING TITLE 24 E-4.3 LIGHTING TITLE 24 M-1.0 GEN. NOTES, LEGEND M-1.1 MECH. SPECS. AIR BALANCE M-1.2 DUCT, AIR DISTRIBUTION DETAILS M-1.3 SCHED'S TALBES, DIAG., DETAILS M-2.0 MECHANICAL PLAN M-3.0 DETAILS M-3.1 DETAILS M-4.0 MECHANICAL TITLE 24 M-4.1 MECHANICAL TITLE 24 P-1.0 GEN, NOTES, LEGENDS P-1.1 PLUMBING FIXT. P-1.2 PLUMBING RISER DIAGRAM P-2.0 PLUMBING PLAN P-3.0 PLUMBING PLAN P-4.0 DETAILS P-4.1 DETAILS P-4.2 DETAILS P-5.0 PLUMBING TITLE 24 P-5.1 PLUMBING TITLE 24 P-5.2 PLUMBING TITLE 24 MG-1.0 GENERAL NOTES MG-2.0 MED GAS PIPING PLAN MG-2.1 MED GAS PIPING PLAN MG-3.0 NFPA 99 NOTES MG-4.0 NFPA 99 NOTES MG-5.0 DETAILS MG-5.1 DETAILS MG-5.2 DETAILS MG-5.3 DETAILS MG-5.4 DETAILS A BUILDING REVIEW REVISIONS 11-21-24 Bldg #101121099-100 Elect #20184195-96 Plumb #30147872-72 Mech #40139593-94 APPROVALS: PLNG - C. Santana BLDG - T. Le POLICE - B. Martin PUBLIC WORKS - Y. Soto ELECT - M. Smith PLUMB/MECH - T. Luka 2010 E First St Units #200 & 2102/19/2025 NO P A R K I N G 18 ' - 0 " 5'-0"9'-0"9'-0"5'-0"9'-0"9'-0"5'-0"9'-0"9'-0"8'-6"9'-0"9'-0"5'-0"8'-0"9'-0"9'-0" 18 ' - 0 " 54 " 72" 36 " NO PA R K I N G NO PARKING NO PARKING NO PA R K I N G NO PARKING NO PARKING NO PARKING 384" V.I.F. 36 " 84 " V. I . F . 36" 72" DN DN 8'-6"9'-0"9'-0"5'-0"8'-0"9'-0" 18 ' - 0 " 54 " 72" NO PARKING NO PARKING 384" V.I.F. 36 " 72" DN A-0.1 SHEET NO. 2402 REVISIONS: 4/12/2024DATE: PROJECT NO. PERMIT NO. Dr . B e s h a i A S C 20 1 0 E . 1 s t S t r e e t , S t e . 2 0 0 & 2 1 0 , S a n t a A n a , C A 9 2 7 0 5 Ne w A m b u l a t o r y C a r e F a c i l i t y T e n a n t I m p r o v e m e n t 10/31/25 REN. DATE C-26955 OIF NRI LOFCA SAUNDERS TATS E CETIHCADESRCILEN NIALL F. A T SITE PLAN STORM WATER POLLUTION PREVENTION STORM WATER POLLUTION PREVENTION DEVICES AND PRACTICES SHALL BE INSTALLED AND/OR INSTITUTED AS NECESSARY TO ENSURE COMPLIANCE TO THE CITY WATER QUALITY STANDARDS AND ANY EROSION CONTROL PLAN ASSOCIATED WITH THIS PROJECT. ALL SUCH DEVICES AND PRACTICES SHALL BE MAINTAINED, INSPECTED AND/OR MONITORED TO ENSURE ADEQUACY AND PROPER FUNCTION THROUGHOUT THE DURATION OF THE CONSTRUCTION PROJECT. COMPLIANCE TO THE WATER QUALITY STANDARDS ON ANY EROSION CONTROL PLAN ASSOCIATED WITH THIS PROJECT INCLUDES, BUT IS NOT LIMITED TO THE FOLLOWING REQUIREMENTS: 1.EFFECTIVE COMBINATION OF EROSION AND SEDIMENT CONTROL BMPS SHALL BE IMPLEMENTED TO PROTECT THE EXPOSED PORTIONS OF THE SITE FROM EROSION AND TO PREVENT SEDIMENT DISCHARGES. 2.SEDIMENTS AND OTHER POLLUTANTS SHALL BE RETAINED ON SITE UNTIL PROPERLY DISPOSED OF, AND MAY NOT BE TRANSPORTED FROM THE SITE VIA SHEET FLOW, SWALES, AREA DRAINS, NATURAL DRAINAGE COURSES OR WIND. 3.STOCKPILES OF EARTH AND OTHER CONSTRUCTION-RELATED MATERIALS SHALL BE PROTECTED FROM BEING TRANSPORTED FROM THE SITE BY THE FORCES OF WIND AND WATER FLOW. 4.FUELS, OILS, SOLVENTS, AND OTHER TOXIC MATERIALS SHALL BE STORED IN ACCORDANCE WITH THEIR LISTING AND ARE NOT TO CONTAMINATE THE SOIL AND SURFACE WATERS. ALL APPROVED STORAGE CONTAINERS ARE TO BE PROTECTED FROM THE WEATHER. SPILLS MUST BE CLEANED UP IMMEDIATELY AND DISPOSED OF IN A PROPER MANNER. SPILLS MAY NOT BE WASHED INTO THE DRAINAGE SYSTEM, NOR BE ALLOWED TO SETTLE OR INFILTRATE INTO SOIL. 5.EXCESS OR WASTE CONCRETE MAY NOT BE WASHED INTO THE PUBLIC WAY OR ANY OTHER DRAINAGE SYSTEM. PROVISIONS SHALL BE MADE TO RETAIN CONCRETE WASTES ON SITE UNTIL THEY CAN BE DISPOSED OF AS SOLID WASTES. 6.TRASH AND CONSTRUCTION SOLID WASTES SHALL BE DEPOSITED INTO A COVERED RECEPTACLE TO PREVENT CONTAMINATION OF RAINWATER AND DISPERSAL BY WIND. 7.SEDIMENTS AND OTHER MATERIALS MAY NOT BE TRACKED FROM THE SITE BY VEHICULAR TRAFFIC. THE CONSTRUCTION ENTRANCE ROADWAYS MUST BE STABILIZED SO AS TO INHIBIT SEDIMENTS FROM BEING DEPOSITED INTO THE PUBLIC WAY. ACCIDENTAL DEPOSITS SHALL BE SWEPT UP IMMEDIATELY AND MAY NOT BE WASHED DOWN BY RAIN OR OTHER MEANS. 8.STORM WATER POLLUTION PREVENTION DEVICES AND /OR PRACTICES SHALL BE MODIFIED AS NEEDED AS THE PROJECT PROGRESSES TO ENSURE EFFECTIVENESS. 9.THE DISCHARGE OF POLLUTANTS TO ANY STORM DRAINAGE SYSTEM IS PROHIBITED. NO SOLID WASTE, PETROLEUM BYPRODUCTS, SOIL PARTICULATE, CONSTRUCTION WASTE MATERIALS, OR WASTEWATER GENERATED FROM CONSTRUCTION SITES OR BY CONSTRUCTION ACTIVITIES SHALL BE PLACED, CONVEYED OR DISCHARGED INTO THE STREET, GUTTER OR STORM DRAIN SYSTEM. ADDITIONAL ENVIRONMENTAL REQUIREMENTS AT LEAST 75% OF CONSTRUCTION WASTE MATERIALS ARE TO BE RECYCLED. I AM THE DESIGNER/OWNER IN RESPONSIBLE CHARGE OF THIS TENANT IMPROVEMENT PROJECT. I HAVE INSPECTED THE SITE/PREMISES AND DETERMINED THAT EXISTING CONDITIONS ARE IN FULL COMPLIANCE WITH CURRENT SITE ACCESSIBILITY REQUIREMENTS TO THE EXTENT REQUIRED BY LAW. IF THE BUILDING INSPECTOR DETERMINES NONCOMPLIANCE WITH ANY ACCESSIBILITY PROVISIONS, HE/SHE SHALL REQUIRE COMPLETE, DETAILED PLANS CLEARLY SHOWING ALL EXISTING NON COMPLYING CONDITIONS AND THE PROPOSED MODIFICATIONS TO MEET CURRENT ACCESSIBILITY PROVISIONS AFFECTED BY THE REMODEL (INCLUDING SITE PLAN, FLOOR PLANS, DETAILS, ETC.). THE PLANS MUST BE STAMPED BY THE FIELD INSPECTOR AND RESUBMITTED TO THE BUILDING DEPARTMENT. 06-06-2024 ACCESSIBLE ENTRANCE/EGRESS NOTES 1 PER CBC 11B-405.8 EXCEPTION 4, 'AT DOOR LANDINGS, HANDRAILS ARE NOT REQUIRED ON RAMP RUNS LESS THAN 6 INCHES IN RISE OR 72" IN LENGTH.' SIGNATURE: DATE: . EXISTING TRASH ENCLOSURE - NO WORK EXISTING PARKING 3/32" = 1'-0" EXISTING SITE PLAN (FOR REFERENCE ONLY) 0.1 A THE SITE OPEN ABOVE/BELOW EXISTING PARKING ACCESSIBILE PATH OF TRAVEL - LESS THAN 2% SLOPE/CROSS-SLOPE ACCESSIBILE PATH OF TRAVEL FROM PUBLIC RIGHT OF WAY - LESS THAN 2% SLOPE/CROSS-SLOPE EAST 1ST STREET N. G O L D E N C I R . D R I V E 1/8" = 1'-0" ENLARGED SITE PLAN (FOR EREFERENCE ONLY) 0.1 B N. GOLDEN CIR. DRIVE 2010 E. 1ST ST. STE. 200/210 THE SITE NEW INTERNATIONAL SYMBOL OF ACCESSIBILITY ADJ. TO DOOR - ENTRY DOOR HAS 10" KICKPLATE AND LEVER HARDWARE NEW TACTILE EXIT SIGNAGE PER CBC 1011.3 & 11B-703. GRADE LEVEL EXTERIOR EXIT DOOR SIGNAGE READS "EXIT". PLEASE SEE DETAIL 10A7.0 FOR SIGNAGE REQUIREMENTS. EXIST. TRUNCATED DOMES EXISTING VAN ACCESSIBLE PARKING STALL EXISTING VAN ACCESSIBLE PARKING STALL EXIST. TRUNCATED DOMES 3 A7.0 7 A7.0 3 A7.0 7 A7.0 9 A7.0 9 A7.0 9 A7.0 SIM. 12 A7.0 B A0.1 ACCESSIBILE PATH OF TRAVEL - LESS THAN 2% SLOPE/CROSS-SLOPE 6 A7.0 2010 E. 1ST ST. STE. 210 2010 E. 1ST ST. STE. 200 A BUILDING REVIEW REVISIONS 11-21-24 11 A7.0 VA N VAN VA N ACCESSIBLE PARKING PARKING SPACES:139 (TOTAL) STANDARD:125 ACCESSIBLE:14 (PER CBC 11B-208.2: 5 REQ'D [101-150] VAN ACCESSIBLE:3 (PER CBC 11B-208.2.4: 1 PER 6 REQ'D BY 11B-208.2) STANDARD:11 1 10 20 24 30 40 50 60 62 70 718090 93 100 110 115120 130 139 B BUILDING REVIEW REVISIONS 01-13-25 2010 E First St Units #200 & 2102/19/2025 BAY-1 210 OR 212 OR 213 ALL GENDER RESTROOM 209 CLEAN UTILITY 208 SOILED UTILITY 218 ELECTRICAL 202 STORAGE 203 WORK AREA 207 ALL GENDER RESTROOM 219 RECEPTION OFFICE 214 STERILE STOR. 201 ADMIN. OFFICE 200 WAITING 217 NURSE STATION 206 JANITOR 205 MEDICAL GAS 216 RECOVERY BAY-2 BAY-3 WH 211 STOR. UPS 221 ALL GENDER RESTROOM 204 HALLWAY 215 STERILE CORE 220 WAITING 222 RECEPTION 223 OFFICE 224 EXAM 225 EXAM 226 PROCEDURE 231 EXAM 227 OFFICE 230 EXAM 229 MECHANICAL 228 OFFICE EXISTING ROOF ACCESS STERI VACUUM LOCKERS NEW NURSE STATION 03 02 E 01 25 21 22 24 11 12 14 1513 06 08 09 07 04 05 17 16 18 19 20 E E E E E E 10 34 34 25 18 18 TYP. TYP.26 OVVVOVVVOVVV 6 12 TYP. 33 5168 26 22 2211 13 1B 8 4 7 17 33 4 26 10 31 322 4 26 433 2 21 24 24 1A 1A P 27 P 27 6 30 30 TYP. TYP. 21 21 I/T 21 35 232 HALLWAY 23 35 MED/BLANKET WARMER 30 32 28 32 29 9 19 19 29 32 29 34 23 14 313 15 36 SU I T E 2 0 0 SU I T E 2 1 0 000 ROOF ACCESS 37 A-1.0 SHEET NO. 2402 REVISIONS: 4/12/2024DATE: PROJECT NO. PERMIT NO. Dr . B e s h a i A S C 20 1 0 E . 1 s t S t r e e t , S t e . 2 0 0 & 2 1 0 , S a n t a A n a , C A 9 2 7 0 5 Ne w A m b u l a t o r y C a r e F a c i l i t y T e n a n t I m p r o v e m e n t 10/31/25 REN. DATE C-26955 OIF NRI LOFCA SAUNDERS TATS E CETIHCADESRCILEN NIALL F. A T 1/4" = 1'-0" FLOOR PLAN 1.0 A FLOOR PLAN FLOOR PLAN KEYNOTES ( SEE ALSO ACCESSIBILITY DETAILS ON A7.0) 1A.1-HR. F.R. DEMISING WALL FULL HT. TO U/S ROOF ASSEMBLY W/ FIRE-RATE CAULK @ ALL EDGES. SEE DETAIL 10A6.0. 1B.EXISTING DEMISING WALL TO BE UPGRADED TO 1-HR. FIRE-RATED ASSEMBLY. SEE DETAIL 10A6.0. 2.SUPPLY / INSTALL NEW MEDICAL VACUUM UNIT. DRAIN TO FLOOR SINK. SEE MED. GAS PLANS 3.COORD. INSTALLATION OF OWNER'S WASHER / STERILIZER EQUIP. W/ WATER CONN. DRAIN TO FLOOR SINK W/ GRATE - SEE PLUMBING. 4.ACCESSIBLE SINK W/ ELECTRIC-EYE FAUCET CONTROLS - SEE PLUMBING SCHEDULE, ELEVS AND ACCESSIBILITY DETAILS ON A7.0. 5.WALL-MOUNTED STAINLESS SCRUB SINK UNIT SINK (3 COMP.) W/ ELECTRIC-EYE FAUCETS - PROVIDE BACKING / BRACING IN WALL. 6.INSTALL MEDICAL VACUUM & MEDICAL GAS OUTLETS AT MIN. 60" AFF - SEE PLUMBING/ELEVATIONS. 7.FLOOR-MOUNTED MOP SINK W/ MOP RACK ABOVE 8.COORDINATE INSTALLATION OF OWNER-SUPPLIED EQUIPMENT - FRIDGE, ICE-MAKER, BLANKET WARMER, ETC. 9.NEW ELECTRICAL PANELS - COORD. INSTALLATION OF OWNER-SUPPLIED UNINTERRUPTIBLE POWER SYSTEM (UPS) EQUIPMENT - VERIFY W/ OWNER. - SEE ELEC. 10.COORD. INSTALLATION OF OWNER'S UPS BATTERY EQUIP. 11.MEDICAL GAS CLOSET: 1-HR. F.R. ENCLOSURE PER CBC 427. PROVIDED: 1-HR. FIRE RATED WALLS TO FULL HEIGHT AND EXHAUST FAN TO EXTERIOR. SEE ENGINEERING MECHANICAL PLANS (MP2.0). PROVIDED: SINGLE-HEAD SPRINKLER TO BE CONNECTED TO SYSTEM. MEDICAL GAS CLOSET TO CONTAIN A MAX. QUANTITY OF 2 OXYGEN H-TANKS @ 282 CU.FT. & 2 NITROUS OXIDE H-TANKS @ 567 CU.FT. EACH. PER CFC TABLE 5003.1. SEE MEDICAL GAS PLAN. OXYGEN (2 H-TANKS @ 282 CU.FT. EACH):567 CU.FT. NITROUS OXIDE (2 H-TANKS @ 567 CU.FT. EACH):1134 CU.FT. PROJECT TOTAL:1701 CU.FT. OXIDIZING GAS (GASEOUS) MAX:1500 CU.FT.; 6000 CU.FT. (WITH EXCEPTIONS D, E; PER CBC TABLE 307.1) OCCUPANCY RATING UNCHANGED, UNDER MAX. ALLOWED. 12.PROVIDE / INSTALL FIRE-TREATED CUBICLE CURTAINS AND TRACK: 12" ABOVE FFL TO FULL HT. CEILING. SEE DETAIL 9A6.2 13.PROVIDE SIGNAGE FOR MEDICAL GAS STORAGE - FOLLOW ALL STATE AND LOCAL GUIDELINES. 14.PROVIDE 2" WIDTH SHEET VINYL STRIP, INSET INTO FLOORING. COLOR: RED 15.SUPPLY AND INSTALL NURSE-CALL EQUIPMENT CONTROL CONSOLE, WARNING INDICATOR LIGHTS AND SWITCHES / PULL-CORDS AT ALL RECOVERY BAYS, PATIENT RESTROOM AND OP ROOMS. 16.60" HT. PVC CORNER PROTECTION - TYP. ALL EXPOSED CORNERS - SEE SPECS. 17.PROVIDE 72" HT. X CONT. FRP WAINSCOT FINISH THESE WALLS. 18.EXIST. FURRING ON EXIST. EXTERIOR CONCRETE WALLS TO REMAIN - PATCH & REPAIR AS NECESSARY - TYP. 19.PROVIDE SIGN W/ INTERNATIONAL SYMBOL OF ACCESSIBILITY SIGNAGE ADJACENT TO DOOR - SEE DOOR/WINDOW LEGEND 21.PROVIDE 1 LAYER QUIETROCK EZ GYP. BD. W/ ACOUSTIC GREEN GLUE TO INSIDE FACE OF ROOM - PROVIDE R-30 BLANKET INSUL. OVER TOP OF GYP. BD. CLG. 22.ALL EXISTING STRUCT. COLUMNS TO BE PROTECTED IN PLACE - VERIFY STRUCTURAL MEMBER LOCATIONS IN FIELD. 23.VERIFY LOCN. NEW WATER HEATER & WATER SOFTENER UNIT. DRAIN TO FLOOR SINK - SEE PLUMBING PLANS 24.NEW SEMI-RECESSED FIRE EXTINGUISHER CABINET - INCL. 10-LBS TYPE 2-A-10B:C DRY CHEMICAL FIRE EXTINGUISHER. 25.ACCESSIBLE RECEPTION COUNTER (36" LENGTH) AT 31" HT. AFF. W/ MAIN TRANSACTION COUNTER ADJACENT AT 42" HT. AFF. 26.NEW WORK SINK - SEE PLUMBING SCHEDULE. EYE-WASH ATTACHMENT TO BE INSTALLED AT LOCATIONS VERIFIED BY OWNER.. 27.FIRE ALARM PULL-STATION AT 48" AFF - COORD. WITH NEW CENTRAL FIRE ALARM PANEL - LOCATION TBD. (BY OTHERS) 28.FULL LENGTH PVC- CLAD WALL RAIL PROTECTION AT 30" HT ( BOTTOM EDGE); HALLWAY AND HEAD EACH BAY - SEE SPECS. 29.PROVIDE POWER AND WALL BACKING AND COORDINATE INSTALLATION OF OWNER'S WALL-MOUNTED TVS. 30.LINE OF WALL-MOUNTED CABINET W/ LED ILLUM. BELOW, TYP. COORDINATE INSTALLATION OF WALL CABINETS W/ BACKING IN WALL, INCL. POWER OUTLETS (AT MICROWAVE SHELF LOCATION, ETC.). 31.PROVIDE 4-TIER MELAMINE-FACED SHELVES AT 15" O.C. VERT. ON KNIFE-EDGE BRACKETS AND VERT. MTL. STANDARDS MAX 24" O.C. 32.PROVIDE NEW BLINDS TO WINDOWS AS NECESSARY - SEE SPECS. 33.NEW ALL GENDER ACCESSIBLE RESTROOM. SEE ELEVATIONS. 34.NEW EXTERIOR STOREFRONT DOOR/WINDOW - SEE SPECS/SCHEDULE 35.NEW FULL HT. 'FRAMELESS' TEMP. (GLASS ETCHED "TEMPERED") 1/2" GLASS PANEL. WHERE SHOWN ON PLAN ADJOINING: HERCULITE DPPW W/ CHROME PATCH HARDWARE AND BAR PULLS. SEE ELEVATION. INCL. - MITRE CORNER JOINT -CLR. STRUCT. SILICONE SEALANT. PROVIDE 3M FROSTED FIN. W/ CUSTOM LOGO AS DIRECTED BY OWNER. 36. 2X4 WD. STUD FURRING @ 16" O.C. PROVIDE R-11 BATT INSULATION & 1/2" PLY. W/ WOOD VENEER CLAD ON STUDS. TYP. - PROVIDE 4000K WHITE LED INDIRECT LIGHTING AT ENDS. - SEE 7A6.2 WALL LEGEND NEW INT. WALL TO MIN. 4" ABOVE SUSP. CLG: 5 8" TYPE 'X' GYP. BD. EA. SIDE 3 5 8"x20 GA. METAL STUDS @ 16" O.C. W/ SOUND INSULATION BATTS FULL HT. BRACE TOP OF WALL TO STRUCTURE W/ DIAG. STUDS AT MIN. 48" O.C. NEW LOW WALL AT BASE CABINETRY - 5 8" TYPE 'X' GYP. BD. EA. SIDE 3 5 8"x20 GA. METAL STUDS @ 16" O.C. - MAX 5'-9" HEIGHT FOR LOW WALL NEW 1 HOUR RATED WALL: 5 8" TYPE 'X' GYP. BD. EA. SIDE 3 5 8"x20 GA. METAL STUDS @ 16" O.C. W/ SOUND INSULATION BATTS FULL HT. (U/S OF EXIST. ROOF) UL: U465 INTERIOR FINISH NOTES 1.READ WITH FINISH SCHEDULE & SPECIFICATIONS. INTERIOR FINISHES SHALL COMPLY WITH CBC CHPTR. 8 AND TABLE 803.5. 2.PROVIDE CABINETRY SHOP DRAWINGS; TO BE REVIEWED BY ARCHITECT BEFORE STARTING WORK. ALL CABINETS WILL BE EUROPEAN BOX STYLE, BLUM HINGES, FULL EXTENSION GUIDES, PLASTIC LAMINATE. ALL INTERIORS TO BE KORTRON LINED. INSTALL DOORS, 6" SQ. PULLS (BRUSHED ALUM.) AND LATCHES AS REQUIRED. 3.VERIFY MATERIALS AND COLORS FOR ALL CABINET FINISHES. INSTALL SOLID SURFACING AND PLASTIC LAMINATE COUNTERTOP MATERIALS AS NOTED ON COLOR / FINISH SCHEDULE. PROVIDE SAMPLES FOR REVIEW PRIOR TO FABRICATION. 4.PAINT ALL GYSPUM BOARD WALLS AND CEILINGS. PROVIDE EGGSHELL SHEEN PAINT FINISH FOR ALL OFFICE AREAS / SEMI-GLOSS FOR ALL PATIENT AREAS. PROVIDE WASHABLE EPOXY PAINT IN OPERATING ROOMS. 5.INSTALL RESTROOM TILE FLOORING WITH INTEGRAL COVED BASE, AS NOTED ON FINISH SCHEDULE. 6.INSTALL NEW VINYL FLOORING WITH 5" INTEGRAL BASE, AS NOTED ON FINISH SCHEDULE 7.PROVIDE SQUARE CORNER BEAD AT ALL VERT. GYP. BD. AND HORIZONTAL GYP. BD. CORNERS. PROVIDE 48" PVC CORNER PROTECTION AT LOCATIONS - COORD. WITH CORNER PROTECTION AS NOTED. 8.PROVIDE TRANSITION STRIPS BETWEEN FLOORING OF DIFFERENT TYPES. 9.PROVIDE NEW BLINDS AT ALL EXTERIOR WINDOWS - SEE SPECS GENERAL NOTES GENERAL CONSTRUCTION NOTES 1.DO NOT SCALE FROM PLANS. FIELD VERIFY ALL DIMENSIONS & REPORT ANY DISCREPANCIES TO ARCHITECT AT ONCE. REFER TO SHEET A-1.1 FOR ALL DIMENSIONS. 2.ALL DIMENSIONS ARE TO CENTERLINE OF STUD OF WALLS UNLESS NOTED OTHERWISE. END DIMENSIONS ARE TO FINISHED INTERIOR FACE OF EXISTING PERIMETER WALLS. 3.INSTALL DOUBLE STUDS AT JAMBS FOR ALL INTERIOR DOORS. 4.PROVIDE WATER RESISTANT GYPSUM BOARD AT WALLS W/ PLUMBING FIXTURES. 5.PROVIDE 5/8" GMMU (CEMENT BOARD) OVER 2-LAYER #15 FELT AT ALL WALLS SCHEDULED FOR TILED FINISH 6.REFER TO ENGINEER'S DRAWINGS FOR COORDINATION WITH MECHANICAL, ELECTRICAL AND PLUMBING SYSTEMS AS REQUIRED. 7A.PLACE ALL ELECTRICAL & PHONE OUTLETS (UNOBSTRUCTED) WITH A FORWARD HIGH REACH @ 48" MAX AND A LOW FORWARD REACH OF 15" MIN, WITH LOW REACH MEASURED TO THE BOTTOM OF THE OUTLET BOX AND THE HIGH REACH MEASURED TO THE TOP OF THE OUTLET BOX, UNLESS AT FIXED CABINETRY OR AS SPECIFIED OTHERWISE. COORDINATE ELECTRICAL OUTLETS WITH CABINETS, INCLUDING THOSE ABOVE COUNTER TOPS. ALL OUTLETS SHALL COMPLY WITH REACH RANGE PER CBC 11B-308. 7B.EMPLOYEE WORK STATIONS SHALL COMPLY WITH 11B-203.9: ELECTRICAL OUTLETS TO COMPLY WITH REACH RANGE (11B-308); IF APPLICABLE, WHERE EMPLOYEE WORK AREAS HAVE AUDIBLE ALARM COVERAGE, THE WIRING SYSTEM SHALL BE DESIGNED SO THAT VISIBLE ALARMS COMPLYING WITH CHAP. 9, SEC. 907.5.2.3.1. 8.OWNER TO SUPPLY AND INSTALL ALL TELEPHONE AND DATA JACKS AND WIRING. 9.PROVIDE/POST AN OCCUPANT LOAD SIGN IN ENTRY AS PER CBC 1004.3. GENERAL NOTES NEW INT. FULL HT. 1 HOUR RATED DEMISING WALL: 5 8" TYPE 'X' GYP. BD. EA. SIDE 3 5 8"x20 GA. METAL STUDS @ 16" O.C. W/ SOUND INSULATION BATTS FULL HT. (U/S OF EXIST. ROOF) UL: U465 A A A B B B C C C 1A3.0 4A 3 . 0 5A3.0 9A3.0 8A 3 . 0 10 A 3 . 0 11A3.0 7A 3 . 0 6A 3 . 0 14A3.0 15 A 3 . 0 16 A 3 . 0 17A3.0 A3.0 18 19 A3.2 3 4 1 21 13 A 3 . 0 12 A 3 . 0 8A 3 . 1 10A3.19A3.1 A3.2 3 4 1 22 A3.2 3 4 1 23 N 11 A 3 . 1 12A3.1 A3.1 6 7 5 1 A6.0 1 A6.0 2 A6.0 3 A6.2 6 A6.2 12 A6.0 7 A6.2 5 A6.1 2 A6.2 A3.0 2 3 1 A3.1 2 4 3 1A 3 . 1 16 A6.1 A BUILDING REVIEW REVISIONS 11-21-24 A3.1 15 16 13 14- EXISTING ADJACENT SUITE (NOT A PART OF THIS PROJECT): (B-OCCUPANCY) MEDICAL/DENTAL 17A3.1 17A3.117A3.1 17A3.1 2010 E First St Units #200 & 2102/19/2025 WH 7' - 1 1 " 9' - 6 1 / 2 " 8'-4" EXISTING 14'-10" EXISTING 7'-11" EXISTING 7'-10 1/2" EXISTING18'-3" 13 ' - 9 1 / 2 " EX I S T I N G 7' - 8 1 / 2 " EX I S T I N G 8' - 0 " 20 ' - 1 " 17'-5 1/2"18'-0"3'-5"3'-5"17'-0 1/2" 9'-7"6'-6" 6' - 9 1 / 2 " 10 ' - 7 1 / 2 " 10 ' - 2 " 7' - 1 1 " 9' - 5 " 7' - 1 1 1 / 2 " 13 ' - 5 1 / 2 " 6'-11 1/2" 7' - 1 1 " 21'-9 1/2"8'-1 1/2" 9'-9 1/2" 1' - 4 " 4'-9"6'-8 1/2"7'-9" 6' - 1 1 " 8' - 6 " 9' - 4 1 / 2 " 7" 5' - 3 " 4' - 1 0 1 / 2 " 3' - 8 1 / 2 " 5' - 2 1 / 2 " 1' - 4 " 8" 7" 1'-6"3'-5"3'-0"2'-8"5'-0" 1' - 6 " 17 " - 18 " 48" MIN. 18" MIN. 4'-0" EXIST. 4' - 0 " EX I S T . 3'-2 1/2"4'-11"EQ.EQ.EQ. 18 " MI N . 17 " - 18 " 48" MIN. 18" MIN. 12"MA X . 6'-9" 7" 4'-7"5'-10 1/2"7'-9"4'-2 1/2"5'-4 1/2" 8" 3'-5"18" MIN. 12"MAX . 12"12" 24"12"2' - 2 " 2' - 5 " 2' - 9 " 2' - 1 1 " 7'-6" 12" 6' - 4 " 4'-4 1/2" 10 " 17"- 18" 1' - 7 " 2'-1" 5'-8 1/2" 48" MIN. 8'-1" 14'-6" EXIST. 4' - 2 " 60" MIN. OVVVOVVVOVVV PP 5'-0" 60 " MI N . 8' - 5 " MAX. EXIT TRAVEL DISTANCE: 63'-4" (MAX. ALLOWED 100'-0" CBC TABLE 1006.2.1) MAX. EXIT TRAVEL DISTANCE: 63'-4" (MAX. ALLOWED 300'-0" CBC TABLE 1017.2) (B CONSTRUCTION; FULLY SPRINKLERED) MAX. EXIT TRAVEL DISTANCE (TO TWO DISTINCT PATHS OF TRAVEL): 59'-2" (MAX. ALLOWED 100'-0" CBC TABLE 1006.2.1) MAX. EXIT TRAVEL DISTANCE: 101'-3" (MAX. ALLOWED 300'-0" CBC TABLE 1017.2) (B CONSTRUCTION; FULLY SPRINKLERED) 2' - 8 " 9' - 2 1 / 2 " 48 " MI N . 60 " MI N . 3' - 0 " 2' - 2 1 / 2 " 60" 60" 60" 60" 2' - 0 " 5'-0" 5'-0" 5'-0" 5'-0" 2' - 0 " 2' - 0 " 2' - 0 " 4'-0" A-1.1 SHEET NO. 2402 REVISIONS: 4/12/2024DATE: PROJECT NO. PERMIT NO. Dr . B e s h a i A S C 20 1 0 E . 1 s t S t r e e t , S t e . 2 0 0 & 2 1 0 , S a n t a A n a , C A 9 2 7 0 5 Ne w A m b u l a t o r y C a r e F a c i l i t y T e n a n t I m p r o v e m e n t 10/31/25 REN. DATE C-26955 OIF NRI LOFCA SAUNDERS TATS E CETIHCADESRCILEN NIALL F. A T 3/16" = 1'-0" DIMENSION/EGRESS PLAN 1.1 A DIMENSION/ EGRESS PLAN 2 A7.0 N A BUILDING REVIEW REVISIONS 11-21-24 2 A7.0 2 A7.0 2 A7.0 2010 E First St Units #200 & 2102/19/2025 2 TYP. 3 4 5 6 7 8 9 10 20 TYP. 20 TYP. 20 TYP. 10 10 10 10 10 10 16 16 16 11 13 19 A-1.2 SHEET NO. 2402 REVISIONS: 4/12/2024DATE: PROJECT NO. PERMIT NO. Dr . B e s h a i A S C 20 1 0 E . 1 s t S t r e e t , S t e . 2 0 0 & 2 1 0 , S a n t a A n a , C A 9 2 7 0 5 Ne w A m b u l a t o r y C a r e F a c i l i t y T e n a n t I m p r o v e m e n t 10/31/25 REN. DATE C-26955 OIF NRI LOFCA SAUNDERS TATS E CETIHCADESRCILEN NIALL F. A T 3/16" = 1'-0" DEMOLITION PLAN 1.2 A N DEMOLITION PLAN DEMOLITION PLAN KEYNOTES 1.CARRY OUT ALL DEMOLITION WORK INDICATED IN ACCORDANCE WITH STATE AND LOCAL CODES. CARRY OUT WORK DURING TIMES PERMITTED BY AND THE LOCAL AUTHORITITES AND INFORM ADJACENT PROPERTIES OF TIMES SCHEDULED FOR NOISY WORK OR ANY INTERRUPTION IN UTILITIES OR SERVICES. KEEP NUSANCE TO A MINIMUM. 2.ALL FIXTURES, FURNISHINGS AND FINISHES SHOWN ARE TO BE REMOVED, UNLESS EXPRESSLY NOTED HEREIN. 3.REMOVE ALL DEBRIS FROM SITE AS WORK PROCEEDS AND DISPOSE OF PER CODE AND THE LOCAL CODE REQUIREMENTS. INFORM ARCHITECT IMMEDIATELY IF ANY HAZARDOUS MATERIALS ARE FOUND TO BE PRESENT. 4.PATCH AND REPAIR ANY DAMAGE THAT OCCURS TO THE EXISTING BUILDING WHICH ARE NOT INDICATED TO BE ALTERED OR DEMOLISHED. 5.EXISTING INTERIOR TENANT PARTITIONS AS NOTED WITHIN EXISTING SUITE TO BE REMOVED. ONLY NON-LOAD BEARING WALLS TO BE DEMOLISHED. 6.REMOVE EXISTING INTERIOR SUSPENDED CEILINGS, SOFFITS, FIXTURES, FURNISHINGS, LIGHTING, FACE FRAMING, FINISHES AND GLAZING, AS INDICATED. SUSPENDED CEILING IN NON-DEMOLISHED AREA TO REMAIN - SEE FLOOR PLAN A1.0. 7.REMOVE ALL EXISTING WALL / FLOOR FINISHES WITHIN SUBJECT LEASE SPACE. REMOVE ALL INTERIOR TILE, CARPET, AND VINYL FLOORING. 8.PATCH AND REPAIR ANY PITS OR HOLES IN FLOOR ASSEMBLY AS REQUIRED. COORD. W/ TENANT BELOW ONLY WHERE NEEDED TO ACCOMODATE NEW UTILITIES (COORD. W/ EXISTING STRUCTURE). 9.REMOVE EXISTING INTERIOR DOORS AND FRAMES, FLOOR FIXTURES, FIXTURES, EQUIPMENT AND CABINETS AS INDICATED. 10.REMOVE EXISTING PLUMBING FIXTURES AND SPECIALTIES. CAP WATER / SEWER AND LEAVE READY FOR CONNECTION OF NEW FIXTURES. 11.REMOVE ALL ELECTRICAL OUTLETS IN WALLS TO BE REMOVED. REMOVE ANY SURFACE RUN CONDUIT OR ABANDONED ELECTRICAL OUTLETS. DO NOT REMOVE TELEPHONE AND CABLE TV UTILITY SERVING SITE. 12.MAIN ELECTRICAL PANEL AND BREAKERS TO BE REPLACED (SEE ELECTRICAL PLANS). DO NOT REMOVE UNTIL VERIFIED. ARRANGE FOR TEMPORARY POWER UNTIL NEW WORK IS COMPLETED AND READY FOR IMMEDIATE CONNECTION. EXISTING DISCONNECT TO BE RELOCATED ON NEW WALL ADJACENT. 13.REMOVE ALL EXISTING INTERIOR SIGNS, INCLUDING WINDOW SIGNS. 14.ENSURE ALL EXISTING CEILING MOUNTED HVAC DUCTWORK AND HANGERS ARE REMOVED. CONFIRM ROOFTOP HVAC EQUIPMENT. TO BE REMOVED/REPLACED. SEE HVAC PLANS. 15.PROTECT IN PLACE EXIST. BUILDING WALLS/FINISHED NOT SLATED FOR DEMO. PROTECT EXISTING DEMISING WALLS (REPAIR), STRUCTURAL POSTS AND BEAMS. 16.REMOVE EXISTING STOREFRONT ASSEMBLY & PREP FOR NEW STOREFRONT DOOR/WINDOWS - THIS AREA ONLY. REWORK STOREFRONT IN EXIST. DOOR LOCN. 17.INFORM ARCHITECT IMMEDIATELY OF ANY UN-RESOLVABLE CONFLICTS. 18.ALL UTILITIES TO BE CAPPED OFF PRIOR TO DEMOLITION. 19.EXISTING EINTERIOR DOORS, FRAMES & SIDELIGHT WINDOWS AS INDICATED TO REMAIN. PROTECT IN PLACE. PATCH/REPAIR/REPLACE AS NEEDED. 20.EXISTING STRUCT. COLUMNS TO REMAIN. PROTECT IN PLACE. 21.EXISTING DEMISING WALL DOORS TO BE REMOVED AND PREPPED FOR INFILL. WALL LEGEND WALLS/HARDSCAPE/FIXTURES TO BE DEMOLISHED EXISTING WALLS/HARDSCAPE/FIXTURES TO REMAIN 2010 E First St Units #200 & 2102/19/2025 WH OVVVOVVVOVVV PP 1 CLNG. 1 CLNG. 22 3 5 4 45 5 11 10 8 9 5 8 9 5 8 9 13 7 6 14 18171817 18 16 15 1818 12 18 A-1.3 SHEET NO. 2402 REVISIONS: 4/12/2024DATE: PROJECT NO. PERMIT NO. Dr . B e s h a i A S C 20 1 0 E . 1 s t S t r e e t , S t e . 2 0 0 & 2 1 0 , S a n t a A n a , C A 9 2 7 0 5 Ne w A m b u l a t o r y C a r e F a c i l i t y T e n a n t I m p r o v e m e n t 10/31/25 REN. DATE C-26955 OIF NRI LOFCA SAUNDERS TATS E CETIHCADESRCILEN NIALL F. A T 3/16" = 1'-0" EQUIPMENT PLAN 1.3 A EQUIPMENT PLAN N EQUIPMENT GENERAL NOTES 1.VERIFY ALL EQUIPMENT MODELS, NUMBERS, DIMENSIONS AND UTILITY REQUIREMENTS PRIOR TO ACCEPTANCE AND INSTALLATION. 2. REFER TO ENGINEER'S DRAWINGS FOR COORDINATION WITH MECHANICAL, ELECTRICAL AND PLUMBING SYSTEMS AS REQUIRED. 3. CONTRACTOR TO NOTIFY OWNER/ARCHITECT OF DISCREPANCIES IN DELIVERED EQUIPMENT PRIOR TO INSTALLATION. 4. PROVIDE BLOCKING AND SUPPORT AS REQUIRED PER MANUFACTURER'S SPECIFICATIONS, ENGINEER'S AND ARCHITECTURAL PLANS. 5. CONTRACTOR TO COORDINATE BLOCKING AND INSTALLATION OF EQUIPMENT WITH PLUMBING, ELECTRICAL, STRUCTURAL, AND OTHER SUB-CONTRACTORS. 6.COORD. INSTALL OF BIO SAFETY HOOD CLOSELY WITH MECH. DUCT ROUTING IS CRITICAL. OW N E R F U R N I S H E D - CO N T R A C T O R I N S T A L L E D OW N E R F U R N I S H E D - VE N D O R I N S T A L L E D CO N T R A C T O R FU R N I S H E D - CO N T R A C T O R I N S T A L L E D OW N E R F U R N I S H E D - OW N E R I N S T A L L E D OR LIGHTS - DUAL HEAD 2 3 4 ANESTHESIA MACHINE 5 6 7 8 9 10 11 EQ U I P M E N T S C H E D U L E ( R E A D A L S O F L O O R P L A N [ A - 1 . 0 ] ) EQ U I P M E N T K E Y N O T E S 1 X X X X X X X X X OW N E R F I N I S H E D - NO N - F I X E D X X X PATIENT VITALS MONITOR C-ARM OPERATING TABLE AUTOCLAVE VACUUM RECOVERY MONITOR W/ MONITOR MOUNT RECOVERY BED (GURNEYS) MED. FRIDGE BLANKET WARMERX X X 12 EYEWASH STATIONX 13 UPSX 14 CRASH CARTX 15 COUNTERTOP STERILIZERX 16 WALL MT. SCRUB SINKX 17 HUMIDITY/TEMP GAUGEX 18 CLOCKX 2010 E First St Units #200 & 2102/19/2025 WH OVVVOVVVOVVV PP 1 CLNG. 1 CLNG. 22 3 5 4 45 5 11 10 8 9 5 8 9 5 8 9 13 7 6 14 18171817 18 16 15 1818 12 18 A-1.4 SHEET NO. 2402 REVISIONS: 4/12/2024DATE: PROJECT NO. PERMIT NO. Dr . B e s h a i A S C 20 1 0 E . 1 s t S t r e e t , S t e . 2 0 0 & 2 1 0 , S a n t a A n a , C A 9 2 7 0 5 Ne w A m b u l a t o r y C a r e F a c i l i t y T e n a n t I m p r o v e m e n t 10/31/25 REN. DATE C-26955 OIF NRI LOFCA SAUNDERS TATS E CETIHCADESRCILEN NIALL F. A T 3/16" = 1'-0" FINISH PLAN 1.4 A FINISH PLAN N 2010 E First St Units #200 & 2102/19/2025 S O V V V S O V V V S S S S S S S OVVVOVVVOVVV 19 TYP. 5 TYP. 6 TYP. 4 8 TYP. 11 TYP. 15 182081119415 13 TYP. 18 13 TYP. 9 TYP. 19 51071 7 1 20 20 7 16 10 24 20 1413 5 107 6 5 19 18 20 TYP. TYP. TYP. TYP. TYP.TYP.TYP.TYP.TYP. 23 23 1 9 TYP. TYP. TYP. TYP. 19 4 2 2 3 3 3 3 3 3 33 3 3 3 3 33 3 1 2 3 3 2 3 9 TYP.18 20 3 3 3 3 2 25 24 10 24 18 20 26 10 3 27 A-2.0 SHEET NO. 2402 REVISIONS: 4/12/2024DATE: PROJECT NO. PERMIT NO. Dr . B e s h a i A S C 20 1 0 E . 1 s t S t r e e t , S t e . 2 0 0 & 2 1 0 , S a n t a A n a , C A 9 2 7 0 5 Ne w A m b u l a t o r y C a r e F a c i l i t y T e n a n t I m p r o v e m e n t 10/31/25 REN. DATE C-26955 OIF NRI LOFCA SAUNDERS TATS E CETIHCADESRCILEN NIALL F. A T 1/4" = 1'-0" REFLECTED CEILING PLAN 2.0 A N REFLECTED CEILING PLAN 4 A6.0 CEILING PLAN KEYNOTES 1.COORDINATE REFLECTED CEILING INSTALLATION WITH MECHANICAL AND ELECTRICAL REQUIREMENTS - SEE E-SERIES & M-SERIES DWGS. VERIFY ALL HVAC DIFUSER LOCATIONS IN FIELD. 2. CEILINGS INDICATED AS GYP. BD. TO BE 5/8" TYPE 'X' WITH SMOOTH WASHABLE PAINTED FINISH. ATTACHED GYPSUM BOARD TO MTL. STUD JOISTS AT 16" O.C. STUD JOISTS TO SPAN SHORTEST DIST. BETWEEN ADJ. WALLS IN EA. CASE. 3. INTERIOR CEILING HEIGHTS VARY - SEE SHEET NOTE ABOVE, AND FINISH SCHEDULE. 4. DO NOT SCALE FROM PLANS. FIELD VERIFY ALL DIMENSIONS & REPORT ANY DISCREPANCIES TO ARCHITECT AT ONCE. 5.EXIT SIGNS TO BE INTERNALLY ILLUM. AND PROVIDED W/ BATTERY BACK-UP OF MIN. 1 -1/2 HOURS DURATION IN CASE OF PRIMARY POWER LOSS. 6.PROVIDE MIN. 1 FOOT-CANDLE ILLUM. IN ALL OCCUPIED AREAS OF THE BUILDING AND EGRESS ROUTES. GENERAL NOTES 1.NEW SUSPENDED T-BAR CEILING SYSTEM: ARMSTRONG SEISMIC RX HEAVY DUTY - SUPRAFINE XL 7500 9/16" TEESERIES W/24"x24" (SEE PLAN) ASTRO-CLIMA ACOUSTIC LAY-IN TILES. PROVIDE WASHABLE TILES IN LOCATIONS SELECTED BY OWNER - SEE DETAIL 6A6.0 AND 7A6.0 2.NEW SUSPENDED DRYWALL CEILING SYSTEM: USG DRYWALL SUSPENSION SYSTEM. SEE DETAIL 6A6.0 AND 7A6.0 3.NEW GYP. BD. CEILING W/ SMOOTH TEXTURE FINISH: GYP. BD. CEILING: 5/8" TYPE 'X' GYPSUM BOARD ON 2X 20 GA. MTL. JOIST STUDS 16" O.C. W/ BLK'G. / BRACING AS - CEILING HEIGHTS AS NOTED BELOW. SEMIGLOSS SHEEN WASHABLE PAINT. 4.NEW FULLY DIMMABLE CLEANROOM 6" LED DOWNLIGHT W/ FULLY SEALED/GASKETED HOUSING AND FLUSH FROSTED GLASS LENSE, PHILIPS CLEANROOM LED CR250B OR EQUIV. PROVIDE SEPARATE DIMMABLE CONTROL ZONES AS NOTED. FIXTURES/ZONES IN THIS AREA ONLY. 5.NEW 6" LED DOWNLIGHT W/ GLASS LENS AND DECORATIVE TRIM (DIMMER CONTROL) TYP. - SEE ELEC. 6.NEW DECORATIVE VANITY LIGHTS - SET ON WALL AT 80" AFF CENTERED (ABOVE LAV. BASIN ETC.) OR @ EA. SIDE OF MIRROR. SEE ELEC. 7.NEW EDGE-ILLUM. EXIT SIGN (EXIT DOORWAYS, ETC.). PROVIDE UNIT W/ 90 MINUTE BATTERY BACK-UP - SEE ELEC. 8.2'x2'/4' FLUSH PANEL LIGHT FIXTURES W/ WASHABLE LENS - SEE ELEC. FIXTURE SCHEDULE 9.2'x2'/4' FLUSH PANEL LIGHT FIXTURES W/ INDIRECT SHIELDING SEE ELEC. FIXTURE SCHEDULE 10.4" SQUARE TRIMLESS LED DOWNLIGHT - LITHONIA LDN4 SQ. SERIES OR EQ. 11.PROVIDE STRUCTURAL BACKING FOR OWNER-SUPPLIED EXAM LIGHT - COORD. W/ MANU. SWITCH CONTROL. 12.PROVIDE MANUAL OPERATED ROLLER SHADES AT ALL EXTERIOR WINDOWS AS NECESSARY. 13.CONNECT NEW NURSE CALL SIGNAL LIGHTS TO PULL STATIONS AND OWNER-SUPPLIED CENTRAL NURSE CALL ANNUNCIATOR. 14.NEW RECOVERY CUBICLE CURTAIN TRACK: CURTAINS 12" ABOVE FFL TO FULL HT. CEILING. SEE DETAIL 9A6.2 15.NEW MEDICAL GAS VALVES W/ CEILING DROPS (VACUUM, WAG, OXY AND N20) - SEE PLUMB. 16.NEW 32.3" DIA. DECORATIVE LED CHANDELIER (BUBBLES BRASS RING CHANDELIER BY VAKKERLIGHT ) - COORD. W/ ELEC. - ALL PENDANT FIXTURES TO BE HUNG PER MANUF. DIRECTIONS. 17.PROVIDE 4" SOUND INSULATION BLANKETS OVER THE TOP OF WALLS - TYP. ALL WALLS OF RECOVERY 18.LED TASK LIGHTING - CONT. UNDER CABINET STRIP FIXTURES - FULL WIDTH OF CABS. IN LOCNS. SHOWN 19.CONNECT TO EXHAUST DUCT VENTED TO EXTERIOR. 20.NEW COVED GYP. BD. SOFFIT W/ PERIM. LED LIGHTING, LEDI INSPIRE VA NUDE SERIES TAPE LIGHT OR EQUIV. AT HT. NOTED ON PLAN. PROVIDE 12" DEEP COVE 21.LINE OF UPPER WALL CAB. - TYP. 22.PROVIDE WASHABLE SEALED TILES IN THE FOLLOWING ROOMS: #209 CLEAN UTILITY, #208 SOILED UTILITY 23.EXISTING SUSPENDED T-BAR CEILING SYSTEM IN AREAS INDICATED WITH HATCH TO REMAIN, PATCH/REPAIR AS NECESSARY- REPLACE EXISTING FLORESCENT LIGHT FIXTURES IN THIS AREA WITH LED FIXTURES. 24.SURFACE MOUNTED WOOD PANELING IN 3" RECESSED GYP. BD. CEILING. SOFFIT - PRODUCT & FINISH TBD. BY INTERIOR DESIGNER 25.NEW 47.2"X18.9" DECORATIVE LED CHANDELIER (GINGKO CHANDELIER S BY VAKKERLIGHT ) - COORD. W/ ELEC. - ALL PENDANT FIXTURES TO BE HUNG PER MANUF. DIRECTIONS. 26.NEW 31.5"X11.8" DECORATIVE LED CHANDELIER (GINGKO CHANDELIER H BY VAKKERLIGHT ) - COORD. W/ ELEC. - ALL PENDANT FIXTURES TO BE HUNG PER MANUF. DIRECTIONS. 27.NEW 7.5" DIAM. DECORATIVE LED PENDANT FIXTURE (TITAN GLASS PENDANT LAMP BY VAKKERLIGHT ) - COORD. W/ ELEC. - ALL PENDANT FIXTURES TO BE HUNG PER MANUF. DIRECTIONS. ACCESS PANEL: FOR CEILING ACCESS PANEL SEE 0A7.0 FOR ROOF HATCH SEE 0A7.0 MECHANICAL REGISTERS: REFER TO MECHANICAL DRAWINGS FOR FIXTURE TYPES LIGHT FIXTURES ETC. (REFER TO ELECTRICAL DWGS: ILLUMINATED EXIT SIGNS (W/ 90 MIN. BATTERY BACKUP) 2'X4' RECESSED LED PARABOLIC 2'X4' RECESSED LED INDIRECT W/ PERF. MTL. SHIELD 2'X4' RECESSED LED W/ PLASTIC PRISMATIC LENS (SEALED CLEAN ROOM FIXTURES IN OP ROOMS) RECESSED LED DOWNLIGHT (W/ LENS IN OP ROOM) LED UNDER-CABINET TASK LIGHT (ALKO OR EQ.) CEILING SPEAKERS (W/ SEP. VOL. CONTROL) LED WALL SCONCE / VANITY LIGHT AT 84" AFF CONCEALED LED LED TAPE LIGHT - CONTINUOUS CEILING LEGEND NOTE: ELECTRICALLY POWERED, SELF-LUMINOUS AND PHOTO LUMINESCENT EXIT SIGNS SHALL BE LISTED AND LABELED IN ACCORDANCE WITH UL 924 AND SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURERS INSTRUCTIONS AND CHAPTER 27. EXIT SIGNS SHALL BE ILLUMINATED AT ALL TIMES. CBC 1011.4 CEILING HEIGHTS CEILING ACCESSORIES (REFER TO ELECTRICAL DRAWINGS) CEILING SPEAKERS (W/ SEPARATE VOLUME CONTROL) CABLE TV OUTLET NURSE CALL LIGHT SMOKE/FIRE ALARM: HORN/STROBE LIT DRYWALL CEILING ACCESS HATCH (GASKETTED AT STERILE ROOMS)H SP TV S SP 2 9'-11" N O V V V S MEDICAL GAS OUTLETS SCAVENGING (WAG) - VACUUM VACUUM VACUUM VACUUM OXYGEN NITROUS OXIDE MEDICAL CO2 INSUFFLATION GASC ALL CEILING HEIGHTS SUBJECT TO FIELD VERIFICATION 3 10'-0" 1 9'-0" 6 A6.0 7 A6.0 6 A6.0 7 A6.0 4 A6.2 4 A6.2 8 A6.0 8 A6.0 4 A6.0 12 A6.0 9 A6.2 5 A6.2 8 A6.2 8 A6.2 A BUILDING REVIEW REVISIONS 11-21-24 2010 E First St Units #200 & 2102/19/2025 1 200 - WAITING 4 219 - WAITING 5 219 - WAITING 8 208 - SOILED UTILITY 9 208 - SOILED UTILITY 10 209 - CLEAN UTILITY 11 209 - CLEAN UTILITY 12 210 - OR 13 212 - OR 6 7203 - WORK AREA 203 - WORK AREA 14 215 - STERILE CORE 15 216 - RECOVERY 18 217 - NURSE STATION 19 217 - NURSE STATION STERILIZER LOCN. COORD. PLUMBING CONNECTIONS OF OWNER'S EQUIP. PROVIDE FRP TO BACK & SIDES OF THIS AREA WALL-MOUNTED SCRUB SINK W/ FOOT-PEDAL FAUCETS 2' - 1 0 " 1' - 0 1 / 2 " 2' - 1 0 " 3' - 7 " 5'-3" 27 " CL R . KNEE SPACE 27 " CL R . KNEE SPACE WORK SINK 4'-1 1/2" 2'-7"2'-8" 3' - 7 " 2' - 7 " 1' - 1 1 " 27 " CL R . KNEE SPACE 27 " CL R . KNEE SPACE2' - 1 0 " 1' - 8 " 3' - 6 " 2' - 1 0 " 1' - 8 " 3' - 6 " 1' - 8 " 3' - 6 " 2'-8"5'-4" 2' - 1 0 " 1' - 8 " 3' - 6 " 2' - 1 0 " 1' - 8 " 3' - 6 " 1' - 6 " 1' - 6 " PROVIDE ASTI CEILING HOOK W/ SATIN NICKEL FIN. @ EA. LOCKER PLASTIC LAM. FACED CABINETS, TYP. BASE PER FIN. SCHED., TYP. NERO NUMBER PLATE BY KEYLESS.CO W/ SATIN NICKEL FIN. - RECESS FLUSH INTO FACE KEYLESS1 COMBINATION LOCKER LOCK BY KEYLESS.CO W/ SATIN NICKEL FIN. - RECESS FLUSH INTO FACE ADA VERSION - THIS ROW ONLY - KEYLESS1 COMBINATION LOCKER LOCK BY KEYLESS.CO W/ SATIN NICKEL FIN. - RECESS FLUSH INTO FACE 2'-6" FRIDGE (N.I.C.) 3'-0" 2' - 1 0 " 1' - 1 1 " 3' - 3 " 2'-8"2'-8"2'-8" 3'-1"2'-6"2'-6"2'-6" BASE PER FIN. SCHED. COUNTERTOP & FULL HT. BACKSPLASH PER FIN. SCHED. ADJ. SHELVES (TYP.) CONT. UNDER CAB. TASK LIGHTING PLASTIC LAM. FACED CABINETS (TYP.) MICROWAVE HUTCH W/ MIN. 15" DEEP BOTTOM SHELF - COORD W/ ELEC. OUTLET ACCESSIBLE SINK W/ INSUL. PIPES BELOW DOORS W/ INTEGRAL CRANKED TOE-KICK AND 180 DEGREE HINGES FOR ACCESSIBILITY - MIN. 30" CLEAR WIDE APPROACH EQ. 4'-11" 2'-0" 17 216 - RECOVERY 4'-1 1/2" 3' - 7 " 3'-0"3'-0"1'-6"3'-2" 3' - 6 " 3' - 7 " 2' - 7 " 4'-2 1/2" 1' - 1 1 " 3' - 6 " 3'-0 1/2"3'-0 1/2" 4' - 5 " 2' - 7 " 3'-7" 3'-0"2'-2 1/2" 3' - 7 " 2' - 7 " 3'-0"2'-2 1/2" KNEE SPACE 27 " MI N . KNEE SPACE 27 " MI N . 3'-1"2'-6"2'-6"2'-8" 1'-5"2'-6"2'-6"2'-8"2'-8"2'-8" 2'-10"2'-10"1'-3" 3'-0"2'-11" 2'-3"1'-0 1/2" 2'-2"3'-9 1/2" 5'-11" EQ.EQ. WORK SINK 2'-6"2'-5" BASE PER FIN. SCHED. COUNTERTOP & BACKSPLASH PER FIN. SCHED. ADJ. SHELVES (TYP.) CONT. UNDER CAB. TASK LIGHTING PLASTIC LAM. FACED CABINETS (TYP.) BASE PER FIN. SCHED. COUNTERTOP & BACKSPLASH PER FIN. SCHED. ADJ. SHELVES (TYP.) CONT. UNDER CAB. TASK LIGHTING PLASTIC LAM. FACED CABINETS (TYP.) PLASTIC LAM. SLOPED TOP AT WALL CABINETS PLASTIC LAM. SLOPED TOP AT WALL CABINETS BASE PER FIN. SCHED. COUNTERTOP & BACKSPLASH PER FIN. SCHED. ADJ. SHELVES (TYP.) CONT. UNDER CAB. TASK LIGHTING PLASTIC LAM. FACED CABINETS (TYP.) PLASTIC LAM. SLOPED TOP AT WALL CABINETS BASE PER FIN. SCHED. COUNTERTOP PER FIN. SCHED. ADJ. SHELVES (TYP.) CONT. UNDER CAB. TASK LIGHTING PLASTIC LAM. FACED CABINETS (TYP.) PLASTIC LAM. SLOPED TOP AT WALL CABINETS FRAMELESS GLASS - INTERIOR FRAMELESS GLASS INTERIOR WIDNOW CLAD SOFFIT T T BASE PER FIN. SCHEDULE CLAD SOFFIT PLASTIC LAM. SLOPED TOP AT WALL CABINETS STAINLESS STEEL OPEN CANTILEVERED SHELVES (TYP.) COUNTERTOP PER FIN. SCHED. ADJ. SHELVES (TYP.) CONT. UNDER CAB. TASK LIGHTING PLASTIC LAM. FACED CABINETS (TYP.) PLASTIC LAM. SLOPED TOP AT WALL COUNTERTOP & FULL HT. BACKSPLASH PER FIN. SCHED. ACCESSIBLE TRANS. TOP (SS-1) ACCESSIBLE TRANS. TOP 9" (ANGLED) 3'-6" BASE PER FIN. SCHEDULE SOLID SURFACE CONTINUOUS FACE @ TRANS. TOP & SIDES COUNTERTOP & BACKSPLASH PER FIN. SCHED. ADJ. SHELVES (TYP.) CONT. UNDER CAB. TASK LIGHTING PLASTIC LAM. FACED CABINETS (TYP.) PLASTIC LAM. SLOPED TOP AT WALL CABINETS PLASTIC LAM. SLOPED TOP AT WALL CABINETS ADJ. SHELVES (TYP.) CONT. UNDER CAB. TASK LIGHTING PLASTIC LAM. FACED CABINETS (TYP.) 3'-0"1'-5 1/2" BASE PER FIN. SCHED. PASS-THROUGH WINDOW PASS-THROUGH WINDOW SOLID SURFACE COUNTERTOP COUNTERTOP & BACKSPLASH PER FIN. SCHED. ADJ. SHELVES (TYP.) CONT. UNDER CAB. TASK LIGHTING PLASTIC LAM. FACED CABINETS (TYP.) PLASTIC LAM. SLOPED TOP AT WALL CABINETS BASE PER FIN. SCHED. 2'-5" 2' - 7 " BASE PER FIN. SCHED.BASE PER FIN. SCHED. 8" X 12" FASTCAP SPEEDBRACE WALL BRACKETS 2' - 1 0 " 1' - 8 " 3' - 6 " 2'-7"2'-11"2'-11"1'-1" TRASH CAB. W/ DROP 4' - 1 1 / 2 " 1' - 8 " 2' - 1 0 " 3' - 6 " 1' - 8 " 2' - 1 0 " 1'-5 1/2"3'-0"3'-0" (2) PENDANTSWOOD SLOTS (WP-1) 16 216 - RECOVERY 3' - 7 " 5' - 0 " T Y P . 3' - 4 " T Y P . O V V V O V V V O V V V MIN. 8" PVC-CLAD BUMPER RAIL FULL LENGTH - COORD. W/ WINDOWS / BAYS AND VERIFY COLOR W/ OWNER - TYP. PROVIDE NEW CUBICLE TRACK AND CURTAINS - TYP. MED. GAS OUTLETS (TYP.) - VERIFY PER MED. GAS PLAN EMERGENCY POWER OUTLETS -RED-(TYP.) - VERIFY LOC'N PER ELECTR. PLAN NURSE-CALL PULL CORD / BUTTON - VERIFY PER SIGNAL PLAN 5'-3" PL-3 SOLID SURFACE COUNTERTOP 6" 4' - 5 " 2 200 - WAITING 3 200 - WAITING 1'-0"1'-0"1'-0"1'-0" WT-2 SS-1 WT-2 WOOD SLOTS (WP-1) 4000K WHITE LED INDIRECT LIGHTING 3 16" CLEAR TEMP GLASS PNLS. (TYP.) CONT. UNDER CAB. TASK LIGHTING PLASTIC LAM. SLOPED TOP AT WALL CABINETS PLASTIC LAM. FACED CABINETS (TYP.) 4' - 8 " 1' - 3 " FULL HT. FRP BACKSPLASH BEHIND SCRUB SINKS 3 16" CLEAR TEMP GLASS PNLS. (TYP.) FULL HT. BACKSPLASH PER FIN. SCHED. WOOD PANELING (WP-2) WOOD SLOTS (WP-1) 4" P-1 MIRROR MIRROR 1.5" WOOD MOLDINGS. PAINTED P-1 EQ EQ EQ EQEQEQEQ P-1 SOLID SURFACE (SS-2) COUNTERTOP PL-3 1" PL-3 BASE 14'-7" 9' - 4 1 / 2 " V. I . F . 10 " 1' - 9 " 1'-4"1'-6" 2' - 7 " 1' - 1 1 " 2' - 1 0 " 1' - 8 " EQ.EQ. PL-3 SHEET NO. 2402 REVISIONS: 4/12/2024DATE: PROJECT NO. PERMIT NO. Dr . B e s h a i A S C 20 1 0 E . 1 s t S t r e e t , S t e . 2 0 0 & 2 1 0 , S a n t a A n a , C A 9 2 7 0 5 Ne w A m b u l a t o r y C a r e F a c i l i t y T e n a n t I m p r o v e m e n t 10/31/25 REN. DATE C-26955 OIF NRI LOFCA SAUNDERS TATS E CETIHCADESRCILEN NIALL F. A T A-3.0 CABINET / INTERIOR ELEVATIONS 3/8" = 1'-0" INTERIOR ELEVATIONS 3.0 A 4 A6.2 2 A6.2 16 A6.1 2010 E First St Units #200 & 2102/19/2025 1 217 - NURSE STATION 2 220 - WAITING 5 222 - RECEPTION 8 232 - HALLWAY 9 226 - PROCEDURE 10 226 - PROCEDURE 11 228 - OFFICE 12 228 - OFFICE 13 227 - OFFICE 14 227 - OFFICE 15 227 - OFFICE 2' - 1 0 " 1' - 1 1 " 3' - 3 " 2'-9"2'-9" WORK SINK 8'-10" EQ.EQ.EQ. 8'-10" EQ.EQ.EQ.2'-9"2'-9" 2' - 1 0 " 1' - 1 1 " 3' - 3 " 4' - 9 " 3' - 3 " WORK SINK 11'-7" EQ.EQ.EQ.EQ. 2' - 7 " 1' - 1 1 " 3' - 6 " 27 " CL R . KNEE SPACE 3'-0"1'-4" 2' - 7 " 1' - 1 1 " 3' - 6 " 1'-4" 6 222 - RECEPTION 7 222 - RECEPTION T T T 3'-0"1'-4" 1'-6"4'-5"1'-6"4'-8" 2' - 7 " 2' - 7 " 1' - 1 1 " 3' - 6 " T T T FRAMELESS GLASS WALL FRAMELESS GLASS INTERIOR WIDNOW BASE PER FIN. SCHED. COUNTERTOP & BACKSPLASH PER FIN. SCHED. ADJ. SHELVES (TYP.) CONT. UNDER CAB. TASK LIGHTING PLASTIC LAM. FACED CABINETS (TYP.) PLASTIC LAM. SLOPED TOP AT WALL CABINETS IN TREATMENT - TYP. BASE PER FIN. SCHED. COUNTERTOP & BACKSPLASH PER FIN. SCHED. 2'-8" 3'-1"3'-4" 2' - 7 " ACCESSIBLE TRANS. TOP CLAD SOFFIT CLAD SOFFIT 3' - 7 " 4'-10" BASE PER FIN. SCHED. COUNTERTOP & BACKSPLASH PER FIN. SCHED. ADJ. SHELVES (TYP.) CONT. UNDER CAB. TASK LIGHTING PLASTIC LAM. FACED CABINETS (TYP.) 5'-4" 3'-1"3'-4" 2'-8" KNEE SPACE 27 " MI N . KNEE SPACE 27 " MI N . KNEE SPACE 27 " MI N . KNEE SPACE 27 " MI N . KNEE SPACE 27 " MI N . 1'-6"2'-10"2'-0"2'-6" 2' - 7 " 1'-6"2'-6" MOBILE FILE DRAWER W/ LOCK - TYP. MOBILE FILE DRAWER W/ LOCK - TYP. SOLID SURFACE CONTINUOUS FACE @ TRANS. TOP & SIDES ACCESSIBLE TRANS. TOP 2' - 0 " BASE PER FIN. SCHED. COUNTERTOP & FULL HT. BACKSPLASH PER FIN. SCHED. COUNTERTOP & FULL HT. BACKSPLASH PER FIN. SCHED. PENCIL DRAWER COUNTERTOP & FULL HT. BACKSPLASH PER FIN. SCHED. ADJ. SHELVES (TYP.) CONT. UNDER CAB. TASK LIGHTING PLASTIC LAM. FACED CABINETS (TYP.) COUNTERTOP & FULL HT. BACKSPLASH PER FIN. SCHED. ADJ. SHELVES (TYP.) CONT. UNDER CAB. TASK LIGHTING PLASTIC LAM. FACED CABINETS (TYP.) BASE PER FIN. SCHED. BASE PER FIN. SCHED. FILE DRAWER - TYP. FILE DRAWER - TYP. COUNTERTOP & BACKSPLASH PER FIN. SCHED. BASE PER FIN. SCHED. PENCIL DRAWER COUNTERTOP & BACKSPLASH PER FIN. SCHED. ADJ. SHELVES (TYP.) CONT. UNDER CAB. TASK LIGHTING PLASTIC LAM. FACED CABINETS (TYP.) 3M FROSTED FILM. 3M FROSTED FILM. 3M FROSTED FILM. 3M FROSTED FILM. 8" X 12" FASTCAP SPEEDBRACE WALL BRACKETS 2' - 1 0 " 5'-0"3'-1" LOGO 5'-0" 9' - 0 " WOOD SLOTS (WP-1)WOOD SLOTS (WP-1) 4000K WHITE LED INDIRECT LIGHT WV-1 WT-1 WT-1 WV-1 WOOD SLOTS (WP-1) 3 220 - WAITING 4 220 - WAITING 4000K WHITE LED INDIRECT LIGHT WT-1 WT-1 PL-1 4000K WHITE LED INDIRECT LIGHTING 2" WT-1 BASE FRAMELESS GLASS DOOR/WALL 16 227 - OFFICE DP-1 P-1 1'-0"1'-0" 1' - 0 " 1.5" DEEP NICHE 2' - 7 " 1' - 1 1 " 3' - 6 " BLANKET WARMER PROVIDE POWER - TYP. 2'-7" 6' - 0 " 2' - 0 " PHARM. FRIDGE 1'-3"2'-8" ADJ. SHELVES (TYP.) PLASTIC LAM. FACED CABINETS (TYP.) PLASTIC LAM. SLOPED TOP AT WALL CABINETS BASE PER FIN. SCHED. 1'-8 1/2" COORD. COUNTEROP HT. W/ OWNER'S EQUIP. PRIOR TO INSTALLATION FULL HT. BACKSPLASH 2'-6"1'-5" WORK SINK PROVIDE POWER - TYP. FRIDGE COORD. COUNTEROP HT. W/ OWNER'S EQUIP. PRIOR TO INSTALLATION 1'-9" 17 EXAM (224,225,230,231) 2' - 1 0 " 1' - 8 " 3' - 6 " 1'-6"1'-6" 1'-6" 2' - 1 0 " 1' - 8 " 3' - 6 " 1'-6"1'-6" 1'-6" BASE PER FIN. SCHED. COUNTERTOP PER FIN. SCHED. ADJ. SHELVES (TYP.) CONT. UNDER CAB. TASK LIGHTING PLASTIC LAM. FACED CABINETS (TYP.) FASTCAP SPEEDBRACE WALL BRACKETS SHEET NO. 2402 REVISIONS: 4/12/2024DATE: PROJECT NO. PERMIT NO. Dr . B e s h a i A S C 20 1 0 E . 1 s t S t r e e t , S t e . 2 0 0 & 2 1 0 , S a n t a A n a , C A 9 2 7 0 5 Ne w A m b u l a t o r y C a r e F a c i l i t y T e n a n t I m p r o v e m e n t 10/31/25 REN. DATE C-26955 OIF NRI LOFCA SAUNDERS TATS E CETIHCADESRCILEN NIALL F. A T A-3.1 CABINET / INTERIOR ELEVATIONS 3/8" = 1'-0" INTERIOR ELEVATIONS 3.1 A 4 A6.2 5 A6.2 5 A6.2 6 A6.2 7 A6.2 7 A6.2 2010 E First St Units #200 & 2102/19/2025 3 221 - ALL GENDER RESTROOM 2 213 - ALL GENDER RESTROOM 1 207 - ALL GENDER RESTROOM 42" 33 " - 3 6 " T O P O F GR I P S U R F . 27 " 17" - 18"60" MIN. 42" GRAB BAR FLUSH HANDLE ON WIDE SIDE OF TOILET RECESSED SEAT COVER DISP. 42" 33 " - 3 6 " T O P O F GR I P S U R F . 27 " 17" - 18" 60" MIN. 42" GRAB BAR FLUSH HANDLE ON WIDE SIDE OF TOILET RECESSED SEAT COVER DISP. 42" 33 " - 3 6 " T O P O F GR I P S U R F . 27 " 17" - 18" 60" MIN. 42" GRAB BAR FLUSH HANDLE ON WIDE SIDE OF TOILET RECESSED SEAT COVER DISP. WALL HUNG QUARTZ LAV & COUNTERTOP - BACKING IN WALL PER MANUF. 17" MIN. 34 " M A X . 5" 27 " M I N . BASE PER FIN. SCHED. 12" 17 " - 1 9 " 33 " 19 " M I N . 24" MIN. 42" 7"-9" MATERIALPRODUCTTRADENAMEMODELNUMBER 48" MIN. 12" 17 " - 1 9 " 33 " 19 " M I N . 24" MIN. 42" 7"-9" MATERIALPRODUCTTRADENAMEMODELNUMBER 48" MIN. 12" 17 " - 1 9 " 33 " 19 " M I N . 24" MIN. 42" 7"-9" MATERIALPRODUCTTRADENAMEMODELNUMBER 48" MIN. 18" MIN. 22" 29 " M I N . 17" MIN. 40 " 34 " M A X . 5" 27 " M I N . 60 " ACCESSIBLE SIGN ON OUTSIDE OF DOOR 1'-0"1'-0" 2' - 0 " 2' - 0 " 2' - 0 " PROVIDE ASTI CEILING HOOK W/ SATIN NICKEL FIN. @ EA. LOCKER PLASTIC LAM. FACED CABINETS, TYP. BASE PER FIN. SCHED., TYP. NERO NUMBER PLATE BY KEYLESS.CO W/ SATIN NICKEL FIN. - RECESS FLUSH INTO FACE KEYLESS1 COMBINATION LOCKER LOCK BY KEYLESS.CO W/ SATIN NICKEL FIN. - RECESS FLUSH INTO FACE ADA VERSION - THIS ROW ONLY - KEYLESS1 COMBINATION LOCKER LOCK BY KEYLESS.CO W/ SATIN NICKEL FIN. - RECESS FLUSH INTO FACE 17" MIN. 34 " M A X . 5" 27 " M I N . 60 " ACCESSIBLE SIGN ON OUTSIDE OF DOOR 5" 60 " 34 " 18" MIN. 29 " M I N . 5" 40 " M A X . WALL HUNG QUARTZ LAV & COUNTERTOP - BACKING IN WALL PER MANUF. 34 " 18" MIN. 29 " M I N . 5" 40 " M A X . WALL HUNG LAVATORY - BACKING IN WALL PER MANUF. 34 " M A X . 5" 27 " M I N . 60 " ACCESSIBLE SIGN ON OUTSIDE OF DOOR 40 " NEW RECESSED S/STL. WASTE/TOWEL DISP. - BOBRICK B-36903 40 " NEW RECESSED S/STL. WASTE/TOWEL DISP. (BOBRICK B-36903) 40 " NEW RECESSED S/STL. WASTE/TOWEL DISP. - BOBRICK B-36903 1 2 3 4 34 " 6" 18" MIN. 18" MIN. WT-4 WT-5 WT-4 PB-1PB-1 WT-8 WT-7 WT-8 PB-1PB-1 1 1 2 2 3 3 4 4 66" 30" CUSTOM 30"x80" STRAIGHT-EDGE MIRROR W/ INDIRECT (4000K) WHITE TAPE LIGHT BEHIND EDGES (AS SHOWN) 80 " 30" CUSTOM 30"x80" STRAIGHT-EDGE MIRROR W/ INDIRECT (4000K) WHITE TAPE LIGHT BEHIND EDGES (AS SHOWN) 80 " CUSTOM 66"x60" STRAIGHT-EDGE MIRROR W/ INDIRECT (4000K) WHITE TAPE LIGHT BEHIND EDGES (AS SHOWN) SHEET NO. 2402 REVISIONS: 4/12/2024DATE: PROJECT NO. PERMIT NO. Dr . B e s h a i A S C 20 1 0 E . 1 s t S t r e e t , S t e . 2 0 0 & 2 1 0 , S a n t a A n a , C A 9 2 7 0 5 Ne w A m b u l a t o r y C a r e F a c i l i t y T e n a n t I m p r o v e m e n t 10/31/25 REN. DATE C-26955 OIF NRI LOFCA SAUNDERS TATS E CETIHCADESRCILEN NIALL F. A T A-3.2 RESTROOM ELEVATIONS 3/8" = 1'-0" RESTROOM ELEVATIONS 3.2 A 10 A7.0 10 A7.0 10 A7.0 12 A6.1 2 A6.2 8 A7.0 8 A7.0 8 A7.0 12 A6.1 12 A6.1 2010 E First St Units #200 & 2102/19/2025 60 " 48 " 48 " NEW SPLIT SYSTEM UNIT - SEE MECHANICAL NEW SPLIT SYSTEM UNIT - SEE MECHANICAL EXTENT OF PARAPET SURFACE OF ROOF EXTERIOR OF PARAPET 55 " 55 " 55 " 55 " EXISTING HVAC UNITS - SEE MECHANICAL SHEET NO. 2402 REVISIONS: 4/12/2024DATE: PROJECT NO. PERMIT NO. Dr . B e s h a i A S C 20 1 0 E . 1 s t S t r e e t , S t e . 2 0 0 & 2 1 0 , S a n t a A n a , C A 9 2 7 0 5 Ne w A m b u l a t o r y C a r e F a c i l i t y T e n a n t I m p r o v e m e n t A-3.3 ROOF PARAPET ELEVATION 3/8" = 1'-0" ROOF PARAPET ELEVATION 3.3 A 2010 E First St Units #200 & 2102/19/2025 T 10 " 3 8" TEMP. GLZ. - GLASS ETCHED 'TEMPERED' PROVIDE 3M OBSCURE FILM AS REQ. PROVIDE 3M OBSCURE FILM AS REQ. 1/2" GLASS ETCHED. TEMP. HERCULITE GLASS - PROVIDE 3M FROSTED FILM AS NECESSARY PROVIDE HDWR. PER SCHEDULE 3'-0" E 1/2" TEMP. GLZ. HERCULITE DOOR A SCWD W/ P-LAM. FIN. STOREFRONT DOOR W/ ANO. FINISH B 10" ADA BTTM. DOOR RAIL W/ STAINLESS STL. FIN. 7' - 2 " 10 " 8' - 0 " SOLID CORE WOOD DOOR W/ VISION PNL & P-LAM FIN. DSOLID CORE WOOD DOOR W/ VISION PNL & P-LAM FIN. C SOLID CORE WOOD DOOR W/ VISION PNL & P-LAM FIN. F 8' - 0 " 1' - 0 " 8' - 0 " 1' - 6 " 5' - 0 " 1' - 6 " 8' - 0 " 8' - 0 " 3' - 6 " 4' - 0 " 8' - 0 " A-4.0 SHEET NO. 2402 REVISIONS: 4/12/2024DATE: PROJECT NO. PERMIT NO. Dr . B e s h a i A S C 20 1 0 E . 1 s t S t r e e t , S t e . 2 0 0 & 2 1 0 , S a n t a A n a , C A 9 2 7 0 5 Ne w A m b u l a t o r y C a r e F a c i l i t y T e n a n t I m p r o v e m e n t 10/31/25 REN. DATE C-26955 OIF NRI LOFCA SAUNDERS TATS E CETIHCADESRCILEN NIALL F. A T SCHEDULE / DOOR DETAILS D O O R S C H E D U L E - READ WITH DOOR NOTES/DETAIL 2 A7.0 WI D T H HE I G H T TH I C K N E S S MA T E R I A L FI N I S H MA T E R I A L FI N I S H DE T A I L H E A D DE T A I L J A M B DE T A I L S I L L OP E R A T I O N P = PAINTED (E)= EXISTING ALUM = ALUMINUM W/ PRE-FINISH KD = KNOCK-DOWN MTL. VP = VISION PANEL ANO = ANODIZED ALUMINUM SCWD = SOLID CORE WOOD DOOR DOOR MATERIALS 01 204 - HALLWAY NON RATED B 4'-0"8'-0"1-3/4"ALUM/GLZ GLZ ALUM ANO 1A6.2 SIM.1A6.2 SIM.1A6.2 SIM.4 EXIT YES ALL NEW GLASS DOORS, STOREFRONTS, PANELS, ETC. SHALL BE SAFETY GLAZED AND GLASS ETCHED 'TEMPERED' PL = PLASTIC LAM. * PROVIDE HORTON AUTOMATICS HD-SWING SERIES 4100LE HEAVY DUTY LOW-ENERGY ELECTRIC SWING DOOR OPERATOR FOR F.R. DOOR. 120 VAC, 60 CY., -PH., 15 AMP 1/8 HP D.C. MOTOR W/ MANUAL PUSH-GO FEATURE AND EMERGENCY BREAKOUT ACTION. ACTIVATING DEVICES: LOCATED EA. SIDE OF THE OPENING AS PER ANSI A117. PUSH PLATE: 6" DIA. ROUND, STAINLESS STEEL SWITCH HARDWARE TYPES (OR EQUAL): HINGES:HAGER AB800 4.5X4.5 NRP SEC STUD I.C. RIM CYLINDER:SCHLAGE 20-057 DEADLOCK:SCHLAGE L9460L EXIT LOCK:SCHLAGE L9080 L/OST 17A ENTRANCE LOCK:SCHLAGE L9453P 17A STOREROOM LOCK:SCHLAGE L9080P 17A OFFICE LOCK:SCHLAGE AL50PD NEP PRIVACY LOCK:SCHLAGE AL40S NEP PUSH-PULL MORTISE LOCK:SARGENT 8200 LATCHSET:SCHLAGE AL10S NEP PULLS:HAGER 12J 10" CtoC / BtoB MT'G. SURFACE CLOSER:LCN 1460 PERIMETER SEALS: ZERO 188 HEAD AND JAMBS SWEEP:ZERO 39A DOME STOP: GLYNN JOHNSON FB13 / 14R / FB17 SILENCERS: GLYNN JOHNSON GJ64 HARDWARE SETS 1.112 PR x 4" BUTT HINGES LEVER CYL. PASSAGE O/H CLOSER, STOP 2.112 PR x 4" BUTT HINGES LEVER CYL. LOCK O/H CLOSER, STOP 3.112 PR x 4" BUTT HINGES LEVER CYL. PRIVACY LOCK O/H CLOSER, STOP VI S I O N P N L . / G L A Z E D HA R D W A R E SE T 03 220 - WAITING NON RATED B 3'-0"8'-0"1-3/4"ALUM/GLZ GLZ ALUM ANO 1A6.2 SIM.1A6.2 SIM. 1A6.2 SIM. 4 EXIT YES NEW STOREFRONT ENTRY/EXIT DOOR & SIDELITES IN EXIST. STOREFRONT SYSTEM. ADD SIGN "THIS DOOR TO REMAIN UNLOCKED WHILE THIS SPACE IS OCCUPIED" 08 202 - STORAGE NON RATED A 5'-0"8'-0"1-3/4"SCWD PL KD ANO 9A6.1 9A6.1 9A6.1 2 LOCK NO 05 206 - JANITOR NON RATED A 3'-0"8'-0"1-3/4"SCWD PL KD ANO 9A6.1 9A6.1 9A6.1 1 PASSAGE NO ALL FINISHES, MATERIALS, ETC. ARE SUBJECT TO CONFIRMATION AND SELECTION BY OWNER. CONTRACTOR TO PROVIDE SAMPLES, CUT SHEETS, COLORS, ETC. TO OWNER PRIOR TO CONSTRUCTION. F I N I S H S C H E D U L E - READ WITH DOOR NOTES/DETAIL 2 A7.0F I N I S H S C H E D U L E - READ WITH DOOR NOTES/DETAIL 2 A7.0 NOTE: COORD. COLOR/MATERIAL SELECTIONS W/ OWNER AND/OR INTERIOR DESIGNER, TYP. ALL ROOMS PROVIDE CONT. STAINELESS STEEL TRANS. STRIP AT JUNCTION BETWEEN CARPET & VINYL COMP. TILE, TYP. ALL ROOMS. 14 216 - RECOVERY NON RATED F 4'-0"8'-0"1-3/4"SCWD PL KD ANO 9A6.1 9A6.1 9A6.1 1 PASSAGE YES 16 210 - OR NON RATED D 4'-0"8'-0"1-3/4"SCWD PL KD ANO 9A6.1 9A6.1 9A6.1 6 PASSAGE YES DOOR TYPE DOOR NOTES 1. NEW INTERIOR DOORS AT ALL AREAS TO BE 1-3 4" SOLID CORE WOOD DOOR WITH FINISHES PER SCHEDULE, PER NWWDA QUALITY STANDARD 1.S.1-A. FRAMES AS ABOVE, EXCEPT PROVIDE FRAMES AS WESTERN INTEGRATED 20 GA. PRE-FINISHED KNOCK-DOWN CONSTRUCTION WITH CLEAR ANNODIZED FINISH. 3. MOUNT HARDWARE UNITS AT HEIGHTS INDICATED IN NWWDA STANDARD 1.S.1XXX HARDWARE LOCATIONS FOR FLUSH, ETC. WOOD DOORS, EXCEPT AS REQUIRED FOR ACCESSIBILITY UNDER TITLE 24. OPERABLE PARTS OF THE DOOR HARDWARE SHALL BE MOUNTED AT 34" MIN. TO 44" MAX. ABOVE FINISHED FLOOR/GROUND. CBC 11B-404.2.7. 4. PROVIDE ALL CYLINDER TYPE LEVER HARDWARE WITH BRUSHED FINISH FOR ALL HARDWARE. HINGES TO BE 4-1/2" X 4-1/2" HINGE CO.; LOCKS SHALL BE SCHLAGE AL / SPARTA ND SERIES, AS REQUIRED FOR ACCESSIBILITY UNDER TITLE 24. 5. INSTALL PERKO #254A OR EQUAL ADA/ TITLE-24 APPROVED ALUMINUM TRANSITION STRIPS @ DOORWAYS BETWEEN FLOORING OF DIFFERENT TYPES, AND AS REQUIRED. 6. PROVIDE DOOR SEALS AS NOTED ON DOOR SCHEDULE * 7. EGRESS DOORS TO HAVE LEVER HARDWARE & SHALL BE READILY OPENABLE FROM THE EGRESS SIDE WITHOUT THE USE OF A SPECIAL KEY OR EFFORT. CBC 1010.2.7 8. DOOR SIGNS TO BE 1/4" ACRYLIC W/ MECHANICAL ATTACHEMENT. PROVIDE CONTRASTING COLORS AND VERIFY SIGN COLORS WITH OWNER 9.LATCHING AND LOCKING DOORS THAT ARE HAND ACTIVATED AND WHICH ARE IN A PATH OF TRAVEL SHALL BE OPERABLE WITH A SINGLE EFFORT BY LEVER TYPE HARDWARE, BY PANIC BARS, PUSH PULL ACTIVATING BARS, OR OTHER HARDWARE DESIGNED TO PROVIDE PASSAGE & SHALL NOT REQUIRE TIGHT GRASPING, PINCHING OR TWISTING OF THE WRIST TO OPERATE THE OPENING HARDWARE. CBC 11B-309.4. 10.MAIN EXTERIOR DOORS AND DOORS WITH EXIT HARDWARE SHALL INCLUDE: A.THE LOCKING DEVICE IS READILY DISTINGUISHABLE AS 'LOCKED'. B.A READILY VISIBLE DURABLE SIGN IS POSTED ON THE EGRESS SIDE ON OR ADJACENT TO THE DOOR STATING: THIS DOOR TO REMAIN UNLOCKED WHILE THIS SPACE IS OCCUPIED. THE SIGN SHALL BE IN LETTERS 1 INCH HIGH ON A CONTRASTING BACKGROUND. C.THE USE OF THE KEY-OPERATED LOCKING DEVICE IS REVOKABLE BY THE BUILDING OFFICIAL FOR DUE CAUSE. 11. EMERGENCY LIGHTING FACILITIES SHALL BE ARRANGED TO PROVIDE INITIAL ILLUMINATION THAT IS AT LEAST AN AVERAGE OF 1 FOOT-CANDLE (11 LUX) AND A MINIMUM AT ANY PINT OF 0.1 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 (0.6 LUX) AT THE END OF THE EMERGENCY LIGHTING TIME DURATION. A MAXIMUM-TO-MINIMUM ILLUMINATION UNIFORMITY RATIO OF 40 TO 1 SHALL NOT BE EXCEEDED. 12. DOORS IN A MEANS OF EGRESS SHALL BE MIN. 32" CLEAR. (CBC 1010.1.1) AND SHALL BE IN ACCORDANCE OF CBC 1010.1 13. INTERIOR ACCESSIBLE ROUTES SERVING AN OCCUPANT LOAD OF 10 OR MORE SHALL NOT BE LESS THAN 44" WIDE. INTERIOR ACCESSIBLE ROUTES SERVING AN OCCUPANT LOAD OF 10 OR LESS SHALL NOT BE LESS THAN 36" WIDE. CBC 11B-403.5.1. 14. THE LEVER OF LEVER ACTUATED LATCHES OR LOCKS SHALL BE CURVED WITH A RETURN TO WITHIN 1 2" OF THE DOOR (TO PREVENT CATCHING ON CLOTHING OF PERSONS DURING EGRESS). CBC 1010.2.2., CA REFERENCED STANDARDS CODE, 12-10-202. WINDOW NOTES ALL WINDOWS TO BE PRL ALUMINUM PL-400 SERIES. PERFORMANCE RATING FOR ALL NEW WINDOWS U FACTOR: 0.35 SHGC:0.23 GLAZING AT ALL LOCATIONS SHALL BE OF SAFETY GLAZING MATERIAL IN ACCORDANCE WITH CBC SECTION 2406.3 PROVIDE CLEAR TEMP. GLASS W/ ETCH-MARKING "TEMPERED" (TYP. ALL LOC'NS.) PROVIDE 3M FROSTED FILM FINISH TO INSIDE FACE OF STOREFRONT IN LOCNS. SHOWN 07 203 - WORK AREA NON RATED C 3'-0"8'-0"1-3/4"SCWD PL KD ANO 9A6.1 9A6.1 9A6.1 1 PASSAGE YES 09 201 - OFFICE NON RATED E 3'-0"8'-0"1"GLASS GLZ -----5 PASSAGE YES 06 207 - ALL GENDER RESTROOM NON RATED A 3'-0"8'-0"1-3/4"SCWD PL KD ANO 9A6.1 9A6.1 9A6.1 3 PRIVACY YES 4.MATCH SHELL BLDG. DOOR SPECS. STOREFRONT PIVOT HINGES PAIR 12" 'D' PULLS INTEGRATED CLOSER EXTERIOR ASTRAGAL WEATHERSTRIPPING, THRESHOLD & STOPS Description TEXT / BRAILLE: "EXIT" WALL MOUNTED ADJ. DOOR W/ RAISED ACCESSIBLE SIGN SCHEDULE No. Locn. EXIT RESTROOM Text 03 03 Qty. READ WITH ACCESSIBILITY NOTES ON SHEET A0.0 & A7.0 ADJ. DOOR JAMB MOUNTED ON DOOR AT 60" A.F.F. AT 60" A.F.F. Mounting MOUNTED ON WALL SIGNS TO BE 1/4" ACRYLIC W/ MECH. ATTACHMENT. SIGNS SHALL COMPLY W/ CBC 11B-703. PROVIDE CONTRASTING COLORS & VERIFY SIGN COLORS W/ OWNER. READ W/ DETAIL 10A7.0. ALL GENDER ALL GENDER ACCESSIBLE TOILET SIGN: INSET TRIANGLE DOOR MOUNTED 1/4" THK. SIGN W/ 12" EDGE CIRCLE/ 01,02,03A 06,20,22C TEXT / BRAILLE: "EXIT ROUTE" WALL MOUNTED ADJ. DOOR W/ RAISEDEXIT ROUTE 03 ADJ. DOOR JAMB AT 60" A.F.F. MOUNTED ON WALL 10,14,21B 04 205 - MEDICAL GAS 1 HR. FIRE RATED A 3'-0"8'-0"1-3/4"SCWD PL KD ANO 9A6.1 9A6.1 9A6.1 2 LOCK NO 02 200 - WAITING NON RATED B 3'-0"8'-0"1-3/4"ALUM/GLZ GLZ ALUM ANO 1A6.2 SIM.1A6.2 SIM.1A6.2 SIM.4 EXIT YES 10 200 - WAITING 1 HR. FIRE-RATED A 3'-0"8'-0"1-3/4"SCWD PL KD ANO 9A6.1 9A6.1 9A6.1 1 PASSAGE NO 11 219 - RECEPTION NON RATED F 3'-0"8'-0"1-3/4"SCWD PL KD ANO 7A6.1 7A6.1 7A6.1 7 POCKET YES 12 218 - ELECTRICAL NON RATED A 3'-0"8'-0"1-3/4"SCWD PL KD ANO 8A6.1 8A6.1 8A6.1 1 PASSAGE YES 18 212 - OR NON RATED D 4'-0"8'-0"1-3/4"SCWD PL KD ANO 9A6.1 9A6.1 9A6.1 6 PASSAGE YES 13 208 - SOILED UTILITY NON RATED F 3'-0"8'-0"1-3/4"SCWD PL KD ANO 7A6.1 7A6.1 7A6.1 7 POCKET YES 15 209 - CLEAN UTILITY NON RATED F 3'-0"8'-0"1-3/4"SCWD PL KD ANO 9A6.1 9A6.1 9A6.1 1 PASSAGE YES 17 211 - STORAGE NON RATED C 3'-0"8'-0"1-3/4"SCWD PL KD ANO 9A6.1 9A6.1 9A6.1 1 PASSAGE YES PROVIDE SOUND SEALS TO ALL EDGES OF DOOR INCL. THRESHOLD SWEEP. 1 HOUR FIRE RATED DOOR - UNDERCUT DOOR 3/4" 5.2"X6" STAINLESS STL. PATCH HDWR. 48" STAINLESS STL. BAR PULL, NO STOP 6. 2 PR. BUTT HINGES MORTISE PUSH-PULL HANDLE LOCK STOP STAINLESS STL KICK PLATES EA. SIDE VISTAMATIC VIZ. PNL. W/ 1/4" GLASS NEW POCKET DOOR W/ 32" CLR. OPENING LOCATION NO ROOM RATING OPENINGTYPE FRAME HARDWARE REMARKS ROOM WALLSNOFLOORBASE CABSCOUNTER REMARKS 19 214 - STORAGE NON RATED A 5'-0"8'-0"1-3/4"SCWD PL KD ANO 9A6.1 9A6.1 9A6.1 1 PASSAGE NO 20 213 - ALL GENDER RESTROOM NON RATED A 3'-0"8'-0"1-3/4"SCWD PL KD ANO 9A6.1 9A6.1 9A6.1 8 PRIVACY NO 21 232 - HALLWAY NON RATED E 3'-0"8'-0"1"GLASS GLZ -----5 PASSAGE YES 22 221 - ALL GENDER RESTROOM NON RATED A 3'-0"8'-0"1-3/4"SCWD PL KD ANO 9A6.1 9A6.1 9A6.1 3 PRIVACY NO 23 223 - OFFICE NON RATED E 3'-0"8'-0"1"GLASS GLZ -----5 PASSAGE YES 24 226 - PROCEDURE NON RATED F 3'-0"8'-0"1-3/4"SCWD PL KD ANO 9A6.1 9A6.1 9A6.1 1 PASSAGE YES NEW STOREFRONT ENTRY/EXIT DOOR & SIDELITES IN EXIST. STOREFRONT SYSTEM. ADD SIGN "THIS DOOR TO REMAIN UNLOCKED WHILE THIS SPACE IS OCCUPIED" NEW STOREFRONT ENTRY/EXIT DOOR & SIDELITES IN EXIST. STOREFRONT SYSTEM. ADD SIGN "THIS DOOR TO REMAIN UNLOCKED WHILE THIS SPACE IS OCCUPIED" DOUBLE DOORS HERCULITE DOOR W/ STAINLESS STL. PATCH HARDWARE. PROVIDE FROSTED/PRIVACY FILM TO DOOR, PER OWNER DIRECTION. NEW POCKET DOOR W/ 32" CLR. OPENING HERCULITE DOOR W/ STAINLESS STL. PATCH HARDWARE. PROVIDE FROSTED/PRIVACY FILM TO DOOR, PER OWNER DIRECTION. HERCULITE DOOR W/ STAINLESS STL. PATCH HARDWARE. PROVIDE FROSTED/PRIVACY FILM TO DOOR, PER OWNER DIRECTION. DOUBLE DOORS 7.PR 12" PLAN TEK 'D' PULLS HAFELE FUTURA TYPE 2 AND STOPS 8. LEVER CYL. PRIVACY LOCK STANLEY DAP-3 DBL-ACTING PIVOT, STANLEY ES-1 EMERGENCY STOP STAINLESS STL PLATES EA. SIDE S/S KICKPLATE ON EA. SIDE 25 220 - WAITING 1 HR FIRE-RATED A 3'-0"8'-0"1-3/4"SCWD PL KD ANO 8A6.1 8A6.1 8A6.1 1 PASSAGE NO 1 HOUR FIRE RATED DOOR - PROVIDE SMOKE SEAL @ ALL EDGES BETWEEN DOOR AND FRAME AND AUTOMATIC CLOSER A BUILDING REVIEW REVISIONS 11-21-24 NOTE: DOOR FINISH:PL-5 COORDINATE COLOR/MATERIAL SELECTIONS W/ OWNER, TYP. ALL ROOMS200B-1 P-1/WT-2VP-1 201 215 - 202 209 212 SS-2 PL-6 207 217 210 214 WAITING OFFICE STORAGE JANITOR SOILED UTILITY STERILE STORAGE OR P-1/WC-1 PL-4 P-1/ FRP-1 - VP-1 SV-1/SV-2 B-1 SVB-2 SB-1FT-2 REFER TO REC. DESK ELEVATION FOR FINISHES LOCATION PROVIDE WASHABLE EPOXY PAINT FINISH ALL WALLS AND CEILING THIS ROOM SV-1 P-1 SVB-1 203 204 WORK AREA SS-2 PL-8 205 HALLWAY VP-1 206 MEDICAL GAS VP-1 RB-1 208 ALL GENDER R.R. 211 P-1 FRP-1STERILE CORE 213 CLEAN UTILITY SV-1 SVB-1 216 PL-7 OR - P-1/P-3 RECOVERY STORAGE B-1VP-1 -PL-6 QZ-1FT-2ALL GENDER R.R.PB-1 - P-1/ WC-1 NURSE STATION 218 P-1 --ELECTRICAL 219 P-1/ WP-2RECEPTION 220 WT-1/WT-3 /WV-1/P-1 --WAITING 221 WT-4/ WT-5 QZ-1 - 222 WT-1 @ 42" WV-1 @ 31"PL-7RECEPTION 223 P-1/WC-1 --OFFICE 224 P-1/P-2 SS-1EXAM 225 P-1/P-2 SS-1EXAM 226 P-1PROCEDURE 228 P-1OFFICE 229 P-1 --MECHANICAL 230 P-1/P-2EXAM 231 P-1/P-2 SS-1 PL-1 BASE CAB. PL-2 UPPER CAB.EXAM B-1VP-1 B-1 VP-1 B-1 SV-2 SVB-2 FT-2 SB-1 SV-1/SV-2 SVB-2 VP-1 RB-1 VP-1 B-1 FT-1 B-1 FT-2 PB-1 FT-1 B-1 VP-1 B-1 VP-1 B-1 VP-1 B-1 SV-1 SVB-1 VP-1 B-1 VP-1 B-1 VP-1 B-1 VP-1 B-1 ALL GENDER R.R. WT-8/ WT-7 P-1 P-1 P-1/WC-1 P-1 P-1 P-1 P-1/P-3 PROVIDE WASHABLE EPOXY PAINT FINISH ALL WALLS AND CEILING THIS ROOM P-1 FRP-1 P-1 FRP-1 P-1 P-1 227 P-1/DP-1 PL-4 PL-4OFFICEVP-1 B-1 PRIVACY CURTAIN (CC-1) SV-1/SV-2 SVB-2 PL-4 SS-2 @42",31" -- -- -- -- SS-2 PL-6 SS-1 PROVIDE WASHABLE EPOXY PAINT FINISH ALL WALLS AND CEILING THIS ROOM SS-2 PL-3 PL-6 PL-5 232 P-1/WC-1HALLWAYVP-1 B-1 PL-1 BASE CAB. PL-2 UPPER CAB. PL-1 BASE CAB. PL-2 UPPER CAB. PL-1 BASE CAB. PL-2 UPPER CAB. SS-1 PL-3 BASE CAB. PL-2 UPPER CAB. SS-1 PL-3 BASE CAB. PL-2 UPPER CAB. SS-1 PL-3 BASE CAB. PL-2 UPPER CAB. SS-1 PL-3 BASE CAB. PL-2 UPPER CAB. SS-1 PL-1 BASE CAB. PL-2 UPPER CAB. SV-1/SV-2 SVB-2 -- SV-1 SVB-1 SS-1 PL-1 BASE CAB. PL-2 UPPER CAB. REFER TO NURSE STATION ELEVATION FOR FINISHES LOCATION FINISH SCHEDULE READ W/ INTERIOR DESIGN MATERIALS AND COLORS SCHEDULE PL-1 PLASTIC LAMINATE: POLILAM, COLOR: JET SEXTON ASH W0084A IV, (CONTACT: JIM SMITH 805.638.5877) PL-2 PLASTIC LAMINATE: POLILAM, COLOR: PHOENIX ACE M0025 AS, (CONTACT: JIM SMITH 805.638.5877) PL-3 PLASTIC LAMINATE: POLILAM, COLOR: ZONTAL BELMONTE W0071A HD, (CONTACT: JIM SMITH 805.638.5877) PL-4 PLASTIC LAMINATE: POLILAM, COLOR: TBD, (CONTACT: JIM SMITH 805.638.5877) PL-5 PLASTIC LAMINATE: FORMICA, BEIGE ELM 5794-NG PL-6 PLASTIC LAMINATE: WILSONART, COLOR: GREY 1500-60 PL-7 PLASTIC LAMINATE: POLILAM, COLOR: SNOW ACE M0002 AS, (CONTACT: JIM SMITH 805.638.5877) PL-8 PLASTIC LAMINATE: POLILAM, COLOR: SOLAR ZIHA S0062C AP, (CONTACT: JIM SMITH 805.638.5877) WV-1 WOOD VENEER: RUGBY, SHINNOKI, COLOR: IVORY OAK, (CONTACT: JOHN MCCREE 760.845.5128) VP-1 VINYL PLANKS FLOORING: INTERFACE, NORTHERN GRAIN A02611 OAK SATIN, SIZE: 9,8" X 39.4", (CONTACT: MATT PROBS 619.857.4179) FT-1 PORCELAIN FLOOR TILE: PORCELANOSA, XTONE-SURFACE, COLOR: PAONAZZO BIONDO SILK, SIZE: 63" X 126", (CONTACT: MANNY OLEGUIN) FT-2 PORCELAIN FLOOR TILE: PORCELANOSA, COLOR: ATLANTA NATURAL, SIZE: 8" X 23", (CONTACT: MANNY OLEGUIN) WT-1 PORCELAIN FLOOR TILE: PORCELANOSA, XTONE-SURFACE, COLOR: PAONAZZO BIONDO POLISHED, SIZE: 63" X 126", (CONTACT: MANNY OLEGUIN) WT-2 PORCELAIN WALL TILE: PORCELANOSA, XTONE-SURFACE, COLOR: INVISIBLE WHITE POLISHED, SIZE: 63" X 126" X 6MM TH., (CONTACT: MANNY OLEGUIN) WT-3 PORCELAIN WALL TILE: PORCELANOSA, XTONE-SURFACE, COLOR: MOON WHITE POLISHED, SIZE 63" X 126" X 6MM TH., (CONTACT: MANNY OLEGUIN ) WT-4 PORCELAIN WALL TILE: PORCELANOSA, COLOR: SPIGA NOIR CALIZA, SIZE 18" X 47", (CONTACT: MANNY OLEGUIN ) WT-5 PORCELAIN WALL TILE: PORCELANOSA, COLOR: NOIR CALIZA, SIZE 18" X 47", (CONTACT: MANNY OLEGUIN WT-6 PORCELAIN WALL TILE: PORCELANOSA, COLOR: OXONDECO BLANCO, SIZE 13" X 39", (CONTACT: MANNY OLEGUIN WT-7 PORCELAIN WALL TILE: PORCELANOSA, COLOR: LINE 3D ARCE, SIZE 24" X 59", (CONTACT: MANNY OLEGUIN WT-8 PORCELAIN WALL TILE: PORCELANOSA, COLOR: SAMUI VERBIER SILVER, SIZE 18" X 47", (CONTACT: MANNY OLEGUIN WP-1 WOOD PLANKING (AT CEILING): UPP AKUPANEL, COLOR: CAROLINA OAK WITH GRAY FELT, SIZE: 24"X94"X0.86, WP-2 WOOD PANELING: URBAN EVOLUTIONS, STYLE: TRIBUTARY, COLOR: WHITE OAK, SIZE: 4' W X 9' H, (CONTACT: 920.380.4149) DP-1 DECORATIVE PANEL: TEKNOGRAFICA, COLOR: TBD, (CONTACT: ROMINA MASCIOLI 858.336.2219) SV-1 SHEET VINYL FLOORING (W/INT. 5" COVED BASE): INTERFACE, NORA PLAN UNITA, COLOR: 7101, (CONTACT:MATT PROBS 619.857.4179) SV-2 SHEET VINYL FLOORING (W/INT. 5" COVED BASE): INTERFACE, NORA PLAN UNITA, COLOR: 7105, (CONTACT:MATT PROBS 619.857.4179) QZ-1 QUARTZ SURFACE: CAMBRIA, COLOR: AVALENE SS-1 SOLID SURFACE: CORIAN, COLOR: VENERO WHITE SS-2 SOLID SURFACE: CORIAN, COLOR: GLACIER ICE FRP-1 FIBER REINFORCED BOARD: COLOR: WHITE AC-1 ACROVYN WALL PROTECTION:CS ACROVYN, COLOR: 929 OYSTER GRAY SVB-1 INTEGRAL SHEET VINYL BASE, INTERFACE, NORA PLAN UNITA, COLOR: 7101 SVB-2 INTEGRAL SHEET VINYL BASE, INTERFACE, NORA PLAN UNITA, COLOR: 7105 B-1 4" STRAIGHT EDGE MDF BASE, PAINTED P-1 SEMI-GLOSS FINISH SB-1 1.5" SCHLUTER COVED BASE PB-1 PORCELANOSA BUILT-IN LED LIGHTING,BUTECH, PRO-LIGHTING RB-1 4" COVED RUBBER BASE, ROPPE, COLOR: 174 SMOKE CC-1 PRIVACY CURTAIN, CARNEGIE, STYLE: HUSH 4846, COLOR: 4, (CONTACT: KIMBERLY MCCREADY 562.533.6777) WC-1 WALL COVERING: CARNEGIE, DASH, COLOR 35, PAPER BACK, (CONTACT: KIMBERLY MCCREADY 562.533.6777) P-1 FIELD EGGSHELL/ CEILING FLAT PAINT: DUNN EDWARDS, COLOR: TBD P-2 ACCENT EGGSHELL PAINT: DUNN EDWARDS, COLOR: TBD P-3 SCRUBBABLE ENAMEL PAINT: DUNN EDWARDS, COLOR: TBD - PROVIDE WAINSCOT TO 48" ALL WALLS 2010 E First St Units #200 & 2102/19/2025 DIVISION 1 GENERAL REQUIREMENTS 1. ALL WORK SHALL BE WARRANTED FOR 1 YEAR AGAINST DEFECTS IN MATERIALS AND WORKMANSHIP. 2. ALL WORK PERFORMED SHALL BE COMPLETED IN ACCORDANCE WITH ALL STATE, FEDERAL, AND LOCAL CODES, ORDINANCES, AND LAWS, INCLUDING THE 2022 BUILDING STANDARDS ADMINISTRATIVE CODE, PART 1, TITLE 24 C.C.R.: 2022 CALIFORNIA BUILDING CODE (CBC), PART 2, TITLE 24 C.C.R.: 2022 CALIFORNIA ELECTRICAL CODE (CEC), PART 3, TITLE 24 C.C.R: 2022 CALIFORNIA MECHANICAL CODE (CMC), PART 4, TITLE 24 C.C.R: AND 2022 CALIFORNIA PLUMBING CODE (CPC), PART 5, TITLE 24 C.C.R 3. CONTRACTORS SHALL COORDINATE THEIR WORK WITH UTILITIES COMPANIES AND OTHER TRADES. ANY CONFLICTS SHALL BE BROUGHT TO THE ARCHITECT'S ATTENTION PRIOR TO THE WORK BEING INSTALLED. FAILURE TO DO SO WILL MAKE THE CONTRACTOR RESPONSIBLE FOR THE COST TO CORRECT THE WORK. 4. EACH CONTRACTOR SHOULD VISIT THE SITE OF THE PROPOSED WORK, VERIFY ALL DIMENSIONS AND EXISTING CONDITIONS, INCLUDING EASEMENTS, NOTIFY THE ARCHITECT OF ANY DISCREPANCIES, AND FULLY ACQUAINT THEMSELF WITH THE SITE CONDITIONS RELATING TO CONSTRUCTION. 5. EACH CONTRACTOR WILL BE REQUIRED TO PROVIDE CERTIFICATES OF INSURANCE ISSUED BY AN ACCEPTABLE COMPANY PRIOR TO COMMENCEMENT OF WORK ON THE SITE. 6. MAINTAIN AREAS FREE OF WASTE MATERIALS, DEBRIS, AND RUBBISH. MAINTAIN SITE IN A CLEAN AND ORDERLY CONDITION. THE CONTRACTOR SHALL DISPOSE OF ALL DEMOLITION AND CONSTRUCTION DEBRIS OFF SITE AND IN AN APPROVED MANNER, ACCORDING TO STATE AND CITY CODES. NOTIFY ARCHITECT AT ONCE IF ANY HAZARDOUS MATERIALS ARE ENCOUNTERED. 7. COMPLETE FINAL CLEANING PRIOR TO WALK-THROUGH AND PREPARATION OF PUNCH LIST. CLEAN ALL SURFACES EXPOSED TO VIEW. REMOVE WASTE AND SURPLUS MATERIALS, RUBBISH, AND CONSTRUCTION FACILITIES FROM SITE. 8. 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, ETC. PROVIDE SELF RELEASING LOCKING DEVICES ON EXIT DOORS. 9. ALL PRIMARY ENTRANCES AND ALL FACILITIES IN THE BUILDING SHALL BE MADE ACCESSIBLE TO THE HANDICAPPED PER CBC CHAPTER 11B. 10. CONTRACTOR TO SECURE PERMIT AS REQUIRED BY THE CITY FIRE MARSHALL, PRIOR TO OCCUPYING THIS SPACE. 11. POST OCCUPANT LOAD SIGNS COMPLYING WITH CFC 1003 AND CBC 1004.3 AS REQUIRED. 12. FINISH CONTRACTORS SHALL ENSURE ALL FINISH MATERIALS WILL BE FLUSH AND WASHABLE. INTERIOR FINISH MUST CONFORM TO THE REQUIREMENTS OF CBC. 13. FIRE EXTINGUISHERS TO BE PROVIDED, PER CFC 906 & TABLE 906.3(1). TO BE TYPE 2A10BC WITH CURRENT FIRE MARSHALL SERVICE TAG, MOUNTED IN VISIBLE LOCATION, NOT MORE THAN 75 FT. FROM ANY POINT IN THE SPACE, AS INDICATED ON DWG.S. PROVIDE SEMI RECESSED CABINET INSTALLATION: J.L. INDUSTRIES (OR EQUIV.) STOCK CABINET W/ FIRE EXTINGUISHER - ABC #5. 14. ALL ELECTRICAL INSTALLATIONS, MAINS SERVICE AND PANEL BOARDS SHALL BE PER U.E.C.17. PROVIDE FIRE DAMPERS IN ALL DUCTS PENETRATING FIRE RATED WALLS AND CEILINGS. SEE MECHANICAL SERIES DRAWINGS. 15. WHERE NO CONSTRUCTION DETAILS ARE SHOWN OR NOTED FOR ANY PART OF THE WORK TO BE DONE, DETAILS SHOULD BE SAME AS FOR OTHER SIMILAR WORK. 16. APPROVED HARDWIRED SMOKE DETECTORS ARE TO BE INSTALLED IN ALL OFFICES, STORAGE ROOMS AND HALLWAYS, PER 2016 CFC 105.4.2. 17. SITE SECURITY: PROJECT SITE SHALL BE SECURED AND MONITORED AT ALL TIMES. PROVIDE. TEMPORARY PORTABLE CHAIN-LINK FENCING AS REQUIRED; MINIMUM 6 FEET HIGH. 18. PROVIDE AND PAY FOR ALL TEMPORARY UTILITIES, INCLUDING POWER, TELEPHONE, WATER AND TOILETS, AS REQUIRED. GENERAL CONSTRUCTION 17. ALL STEEL FABRICATIONS TO BE PRIMED WITH BEST QUALITY RUST PROOFING PRIMER. 18. ALL POWER ACTUATED PINS/ANCHORS SHALL BE "RAMSET" #2330 AT 32" O.C. FOR INTERIOR, NON-LOAD BEARING PARTITIONS PER ICC #ESR-1799. 19. ALL METAL FASTENERS SHALL BE MIN. HOT DIPPED GALVANIZED AFTER THEIR FABRICATION. ALL NAILS, SCREWS AND BOLTS TO BE CORROSION RESISTANT. 20. ALL SUBSTRATES TO BE PAINTED OR OTHERWISE FINISHED, SHALL BE THOROUGHLY PREPARED AND CLEANED, AND SHALL BE COMPATIBLE WITH PAINTS SELECTED. 21. DRYWALL CONTRACTOR SHALL PROVIDE ALL REQUIRED ACCESS PANELS WHERE NECESSARY TO PROVIDE ACCESS TO FIRE DAMPERS, ELECTRICAL DISCONNECTS, PUMPS, VALVES, ETC. THE PAINTING CONTRACTOR WILL BE RESPONSIBLE TO PAINT ALL ACCESS DOORS TO MATCH ADJACENT SURFACE. LAB AREAS: ALL ACCESS PANELS MUST HAVE AIR‐TIGHT GASKETS. 22. INSTALL SUPPLEMENTARY FRAMING, BLOCKING, AND BRACING AT TERMINATIONS IN GYPSUM BOARD ASSEMBLIES TO SUPPORT CABINETRY, FIXTURES, EQUIPMENT SERVICES DIVISION 2 DIVISION 3 CONCRETE FLOOR REPAIRS 1. CONTRACTOR SHALL DETERMINE LOCATION OF EXISTING UTILITY LINES BELOW EXISTING FLOOR SLAB AND CONDUCT CORING AND/OR TRENCHING FOR CONNECTION OF NEW UTILITIES. WORK SHALL BE CARRIED OUT TO MINIMIZE DISTURBANCE TO EXISTING FLOOR SLAB OR ADJACENT TENANTS. COORDINATE WITH BEAM / REINFORCEMENT LOCATIONS. COORDINATE ALL SUCH WORK WITH PLUMBING AND ELECTRICAL SUBCONTRACTORS, AND FILL GAPS AROUND PIPEWORK WITH FIRE RATED CAULKING / SAFING MATERIAL TO MAINTAIN 2-HOUR FIRE RATING AT 2ND FLOOR CONCRETE SLAB. PROVIDE CEMENTITIOUS FLOAT / FILL TO ENSURE NEW / EXISTING FLOORING SURFACE IS SMOOTH AND LEVEL AND APPLY MOISTURE SEALANT AT ALL AREAS WHERE MOISTURE PRESSURE EXCEEDS FLOORING MANUFACTURER INSTALLATION RECOMMENDATIONS, AS REQUIRED. 2. PENETRATION THRU RATED WALLS SHALL BE SEALED WITH A MATERIAL CAPABLE OF PREVENTING THE PASSAGE OF FLAMES AND HOT GASES WHEN SUBJECTED TO THE REQUIREMENTS OF THE TEST STANDARD SPECIFIC OF FIRE STOPS ASTM-E-814 (U.L. SYSTEM #WL1001 FOR WALLS & #CAJ1001 FOR FLOORS). DIVISION 6 INTERIOR CABINETRY 1.INSTALL ALL ITEMIZED PREFABRICATED CABINETRY AS NOTED ON PLANS, PER MANUFACTURER'S DIRECTIONS AND MAKE ALL UTILITY CONNECTIONS AS REQUIRED. 2.CABINET SUBCONTRACTOR TO VERIFY ALL CABINET WIDTH DIMENSIONS PRIOR TO FABRICATION. COMPLY WITH AWI STANDARDS FOR CUSTOM GRADE AND PREMIUM GRADE FOR PLASTIC LAMINATE. SUBMIT SHOP DRAWINGS IN CONJUNCTION WITH OTHER SUBMITTALS COVERING FABRICATION, INSTALLATION AND FINISH FOR CONFORMANCE W/ DESIGN INTENT, ETC. 3.CUSTOM CABINET INTERIORS TO BE CONSTRUCTED OF WHITE MELAMINE SURFACED HIGH DENSITY PARTICLEBOARD, PER ANSI 208.1 GRADE M-2, EXCEPT AT AREAS BELOW SINKS, WHICH SHALL BE SURFACED WITH WHITE HIGH DENSITY PLASTIC LAMINATE OVER 3/4" PLYWOOD. ALL EXPOSED INTERIOR EDGES TO BE COVERED WITH MELAMINE UNLESS NOTED OTHERWISE. ALL CABINET BASES TO BE PLASTIC LAMINATE. 4.CABINET DRAWER GLIDES TO BE 100LB FULL EXTENSION GLIDES - GRANT GR 329 (OR EQUAL) GLIDE LENGTH TO BE AS REQUIRED BY CABINET DEPTH (2"-4" SHORTER THAN OVERALL DEPTH OF CABINET.) CABINET STANDARDS TO BE KV FLUSH SHELF STANDARDS: KV255WH72 (STEEL WHITE EPOXY COAT) WITH KV CLIPS KV256WH (STEEL WHITE EPOXY COAT), OR APPROVED EQUAL SYSTEM. 5.CABINET DOOR HINGES TO BE BLUM MODUL FULL OVERLAY 110O FULLY CONCEALED HINGE. REFER TO MANUF. SPECIFICATIONS FOR NUMBER PER DOOR AND MOUNTING STYLE APPLICATION REQUIRED. LOCKS WHERE REQUIRED, TO BE BEST LOCKS 5L SERIES LATCHBOLT 3/4" UTILITY CYLINDERS, SATIN CHROME FINISH. SUPPLY TWO KEYS PER LOCK. INTERIOR SURFACE HEAD AND FOOT BOLTS TO BE 4" IVES IV40-4BR. EXCEPT WHERE PUSH-CATCHES ARE REQUIRED. 6.FINAL SELECTION OF CABINET DOOR & DRAWER PULLS TO BE BY OWNER; ALLOW FOR 5" L.RECTANGULAR BAR D-PULLS, AS SKYLIGHT# HH075328-14 BY HICKORY HARDWARE INC. IN BRUSHED NICKEL FINISH. VERIFY W/ OWNER PRIOR TO INSTALLATION. 7. CUSTOM CABINET BODIES, DOORS, DRAWER FRONTS AND SIDE PANELS TO BE HIGH PRESSURE PLASTIC LAMINATE OVER 3/4" HIGH DENSITY FIBERBOARD PER ANSI 208.2, EXCEPT AT ALL TOPS AND WET AREAS (SINK LOCATIONS, ETC.) WHERE 3/4 PLYWOOD SHALL BE USED. PROVIDE PLASTIC LAMINATE OR SOLID-SURFACE TOPS AS NOTED ON CABINET ELEVATIONS. TOPS AND EDGING TO BE CHEMICAL-RESISTANT PLASTIC LAMINATE MIN. .050" THK. PER NEMA LD-3. VERTICAL SURFACES MAY EMPLOY .028" THK. LAMINATE. GROMMETS TO BE HAFELE - HA429.93.322 (OR EQ.) BLACK ROUND PLASTIC GROMMETS.(LOUIS & CO. (214) 647-8811). FINAL LOCATION OF GROMMETS TO BE APPROVED BY OWNER PRIOR TO INSTALLATION 8.ALL STORAGE SHELVING TO BE 6 TIER X 12" WIDE (OR AS NOTED), CONSTRUCTED OF WHITE MELAMINE SURFACED HIGH DENSITY FIBERBOARD. COVER EXPOSED EDGES WITH MELAMINE UNLESS NOTED OTHERWISE. INSTALL ON STANDARD METAL KNIFE-EDGE BRACKETS SET ON FLUSH VERTICAL STANDARDS @ MIN. 24" ON CENTER. 8. REFER TO FINISH SCHEDULE ON THIS SHEET FOR ALL LAMINATE AND COUNTERTOP FINISH SELECTIONS, ETC. DIVISION 7 INSULATION AND SEALANTS 1. PROVIDE INSULATION WITH FIRE PERFORMANCE PER TEST METHODS ASTM E 84, ASTM E 119 AND ASTM E 136. 2. FOR ALL INTERIOR WALLS FULL HT. TYPE I (BLANKETS WITHOUT MEMBRANE FACING), AS USG "THERMAFIBER" OR EQUAL HAVING BEST SOUND DEADENING PROPERTIES (MIN. R-11). 3. INTERIOR PLUMBING FIXTURES; 1- PART SANITARY, MILDEW RESISTANT, AS DOW CORNING 786 OR EQ. 4. R-11 FOR MISSING WALL INSULATION. INSULATION TO COMPLY WITH ASTM C 665 FOR TYPE III, CLASS A : BLANKETS WITH KRAFT MEMBRANE FACING. SET FACED UNITS WITH KRAFT TOWARDS OUTSIDE. 5. SEALANT FOR THRESHOLDS; SINGLE COMPONENT POLYSULPHIDE, BY PECORA, DAP, OR EQUAL. 6. INTERIOR PAINTED AREAS; ACRYLIC LATEX CAULK BY TREMCO, OR EQUAL. 7. INTERIOR CABINETRY AND VINYL WALL COVERING;1-PART SILICONE AS DOW CORNING 795 OR EQ. 8. INTERIOR PLUMBING FIXTURES;1- PART SANITARY, MILDEW RESISTANT, AS DOW CORNING 786 OR EQ. ROOFING REPAIRS 9. LANDLORD'S NOMINATED ROOFING CONTRACTOR SHALL BE EMPLOYED FOR ALL ROOFING PATCH AND REPAIR WORK. 10.MAKE ALL REQUIRED REPAIRS AT NEW PENETRATIONS, EQUIPMENT-MOUNTINGS, ETC. OR ESTABLISHED LEAKS OR DETERIORATED AREAS, USING 4-PLY CLASS A / I-60 BUILT-UP ASPHALT/ PLY SYSTEM WITH WHITE (GRANULAR) CAP SHEET TO MATCH EXISTING SYSTEM. FIELD VERIFY AND REPORT TO ARCHITECT ON ALL PRE-EXISTING NEGATIVE ROOFING CONDITIONS: ACCOUNT FOR THIS WORK AS A PART OF YOUR BID. CONTRACTOR MAY SLIT MEMBRANES IF PROPER PATCHES ARE PROVIDED. DURING ROOFING REPAIR OPERATIONS PROVIDE PROTECTIONS TO ENSURE AGAINST BITUMEN SPILLS ON SIDING OR PAVING BELOW. CLEAN UP ANY SPILLS OR SPATTERS IMMEDIATELY. 11. EXTEND ALL NEW VENT PIPES TO 12" ABOVE SHEATHING. ADD METAL FLASHING COLLARS TO ALL NEW PIPES AFTER COMPLETION OF BUILT UP ROOFING REPAIRS. 12. PROVIDE 22 GAGE GALVANIZED SHEET METAL FLASHINGS, WITH PAINT FINISH AT ROOF EDGES, ETC. DIVISION 8 INTERIOR WINDOWS / VISION PANELS 1. SUBMIT SHOP DRAWINGS IN CONJUNCTION WITH OTHER SUBMITTALS COVERING FABRICATION, INSTALLATION AND FINISH FOR CONFORMANCE W/ DESIGN INTENT, ETC. VERIFY QUANTITIES AND SIZES PRIOR TO ORDERING. 2. INTERIOR WINDOWS SHALL BE SINGLE GLAZED WITH 1/4" THICK, CLEAR TEMPERED PANES WITH TINTS, FILMS, ETC. OR OTHER SPECIAL GLAZING PRODUCTS AS SPECIFIED AND NOTED ON THE PLANS. NON-RATED GLAZING SHALL BE SET IN HIDDEN C-CHANNEL ALUMINUM FRAMES AND STOPS. INTERIOR DOORS 4. CONTRACTOR TO COORDINATE AND REVIEW DOOR SUBMITTALS (INCL. HARDWARE SCHEDULES) FOR CONFORMANCE WITH DESIGN INTENT, ETC. VERIFY QUANTITIES/ SIZES PRIOR TO ORDERING. 5a. INTERIOR DOORS TO BE 'WESTERN INTEGRATED' FLUSH SLAB SOLID CORE, WOOD DOORS, WITH PLASTIC LAMINATE FINISH (AS DIRECTED IN THE OWNER'S COLOR SCHEDULE). INTERIOR FRAMES SHALL BE 'WESTERN INTEGRATED' KNOCK-DOWN METAL FRAME, COLOR: CLEAR ANNOD. INCLUDING CLEAR ALUM SNAP-ON TRIM. 5b. INTERIOR VISION PANELS IN DOORS TO BE GLAZED W/ 1/4" THICK, CLEAR TEMPERED GLASS (OR LEADED) PER SCHEDULE. ALL FRAMES AND STOPS TO BE PAINTED STEEL. 5c. DOOR FRAMES WITH INTEGRAL SIDELITES SHALL BE BY WESTERN INTEGRATED (562-634-2823) - GC TO COORD. WITH WESTERN INTEGRATED PRIOR TO ORDERING AND INSTALLATION. 6. WINDOWS AND ENTRY / EXIT DOORS TO REMAIN WHERE EXISTING. ANY REPLACEMENTS SHALL MATCH EXISTING: PROVIDE BUILDING STANDARD DOORS, PRE-FINISHED CLEAR, OR COLOR AS DIRECTED BY LANDLORD. ENTRY DOOR FRAMES SHALL BE PROFILE, STYLE AND FINISH AS DIRECTED BY LANDLORD. 7. MOUNT HARDWARE UNITS AT HEIGHTS INDICATED IN FOLLOWING APPLICABLE PUBLICATIONS, EXCEPT AS SPECIFICALLY INDICATED OR REQUIRED TO COMPLY WITH CBC GUIDELINES AND CBC 1008.1.8 AND HANDICAP ACCESSIBILITY REGULATIONS 1. "RECOMMENDED LOCATIONS FOR BUILDERS HARDWARE FOR STANDARD STEEL DOORS AND FRAMES" BY THE DOOR AND HARDWARE INSTITUTE. 8. WHERE CLOSERS ARE INDICATED FOR DOORS REQUIRED TO BE ACCESSIBLE TO THE PHYSICALLY HANDICAPPED, PROVIDE ADJUSTABLE UNITS COMPLYING WITH ANSI A117.1 PROVISIONS FOR DOOR OPENING FORCE AND DELAYED ACTION CLOSING. FINISH TO MATCH SPRAYED LAQUER US26D. ADJUST UNITS TO COMPLY WITH CBC PROVISIONS FOR DOOR OPENING FORCE AND DELAYED ACTION CLOSING. 9. PROVIDE CBC APPROVED ALUM. / VINYL TRANSITION STRIPS AT DOORWAYS BETWEEN FLOORING OF DIFFERENT TYPES. SEE ARCHITECT'S DETAIL. 10. AS REQUIRED BY MECHANICAL ENGINEER, UNDERCUT RESTROOM DOOR 1-1/2 FOR AIR CONDITIONING TRANSFER. 11. EQUIP LOCKS WITH INTERCHANGABLE CORE PIN TUMBLER INSERTS. PROVIDE 6-PIN CYLINDER HDWR. WITH 2 KEYS FOR EACH LOCK. PROVIDE 2 MASTER KEYS. 12. PROVIDE SUBMITTAL DOCUMENTS FOR ALL HARDWARE REFERENCED TO EACH DOOR. HINGES TO BE 4-1/2" X 4-1/2" HINGE CO.; LOCKS SHALL BE SCHLAGE AL / SPARTA D SERIES. MATCH EXISTING WHERE NECESSARY. PROVIDE MANUF. CATALOGUE CUTS FOR OWNER SELECTION. 13. INTERIOR STOREFRONT GLASS DOORS (AND DOOR SIDELIGHT) TO BE 1/4" THICK SINGLE GLAZED, CLEAR TEMPERED. 14. SPECIALTY HARDWARE TYPES TO BE AS FOLLOWS: STOREFRONT ENTRIES: STOREFRONT HINGES / PIVOTS, 12" 'D' PULLS, O/H DOOR CLOSER, DEADLOCK: ADAMS RITE D.R. MS 1850, MS 4043, OR MS 4002, OR EQ. WEATHER-STRIPPING, THRESHOLD AND STOPS INTERIOR UTILITY / ELECTRICAL / MACHINE ROOM CLOSET: 1-1/2 PR X 4" BUTT HINGES, LEVER CYL. LOCK, WEATHER-STRIPPING, THRESHOLD AND STOPS OPERATING ROOM DOORS: 2 PR X 4" BUTT HINGES, GLYNN JOHNSON HL-6 PUSH-PULL LATCH, SOUND-STRIPPING, THRESHOLD AND STOPS 12" STAINLESS STEEL KICK PLATES 15.FINISH: PROVIDE BRUSHED ALUMINUM FINISH FOR ALL HARDWARE. HINGES TO BE MIN. 4" X 4" AS HAGER HINGE CO. OR EQUAL. LOCKSETS TO BE SCHLAGE TRE-PLY DESIGN. STOPS, GASKETS (S88D), AND WEATHER -STRIPPING TO BE PEMKO MANUF. INC. PROVIDE 3 RUBBER SILENCERS PER SINGLE DOOR. DIVISION 10 CONT.): WINDOW COVERINGS 6.PROVIDE VERTICAL WINDOW COVERINGS AT EACH EXISTING EXTERIOR WINDOW AS SPECIFIED BELOW. CONFIRM STYLE, ETC. W/ OWNER PRIOR TO ORDERING: MECHOSHADE THERMOVEIL 1300 SERIES DENSE BASKET WEAVE SHADECLOTH, COLOR: 1320 SHADOW GREY DIVISION 15 PLUMBING NOTES: 1. READ W/ MECHANICAL PLUMBING SPECIFICATION DRAWINGS. 2. ALL PLUMBING SHALL BE IN ACCORDANCE WITH CPC AND ALL LOCAL CODES AND ORDINANCES. 3. CONTRACTOR TO COORDINATE EQUIPMENT CONNECTIONS WITH ALL OTHER TRADES AND SUPPLIERS. INSTALL AND MAKE FINAL CONNECTIONS, FURNISHING CUT-OFF VALVES, P-TRAPS, P.R.V.'S AND PIPING AS REQUIRED. 3A. INSTALL SHOCK ABSORBERS IN COLD WATER LINES, AS REQUIRED 4. CONNECT TO EXISTING VENT AND WASTE STACKS WHERE POSSIBLE. CAREFULLY COODINATE WORK IN FLOOR WITH LOCATION OF EXISTING UTILITIES. DO NOT DISTURB ADJACENT BUILDINGS DURING WORKING HOURS. 5. HOT WATER SUPPLY TO BE CONNECTION TO NEW ELECTRICAL WATER HEATER, OR AS NOTED ON PLUMBING PLANS. 6. ALL PIPEWORK SHALL BE CONCEALED IN STUD WALLS ETC. STUB-OUTS SHALL BE MIN. 6" AFF. 7. HOT AND COLD WATER PIPING SHALL BE 1/2" DIA. COPPER TYPE "L" PER ASTM B88, INSULATED WITH 1" FIBERGLASS, WITH VAPOUR SEAL ON COLD WATER PIPING. SLEEVE ALL NEW UNDERGROUND PIPING. 8. CONDENSATE DRAIN PIPING SHALL BE TYPE "L" COPPER WITH 1" FIBERGLASS INSULATION. 9. DRAIN LINES TO BE NO SMALLER THAN STUB-OUT OF FIXTURE ITSELF, OR MIN. 1 1/2" DIA. 10. SCREWED PIPE SHALL BE MADE UP WITH PIPE COMPOUND APPLIED TO MALE THREAD, WITH NOT MORE THAN 2 THREADS LEFT EXPOSED. PIPES SHALL BE REAMED AFTER THREADING. 11. COPPER JOINTS SHALL BE MADE UP WITH 95-5 SOLDER. 12. CLEAN-OUTS SHALL BE AS MANUF. JOSAM ZURN MANUF. CO., OR EQUAL, AND SHALL BE INSTALLED AT ALL BENDS ANGLES AND ENDS OF WASTE AND SEWER LINES. ALL CLEAN-OUTS SHALL BE BROUGHT TO FINISHED FLOOR LEVEL AND SHALL BE PROVIDED WITH SUFFICIENT SPACE FOR RODDING. 13. ALL VALVES SHALL BE BRASS, MANUF. BY CRANE, NIBCO, STOCKHAM, LUNKENHEMER, NORDSTRON, GRINNELL OR EQUAL. 14. PROVIDE GATE VALVES ON ALL WATER LINES. FIRE SPRINKLER SYSTEM: 1. PLANS FOR MODIFICATIONS TO FIXED FIRE PROTECTION EQUIPMENT SHALL BE PREPARED AND SUBMITTED TO THE OWNER & ARCHITECT BY INSTALLING CONTRACTOR AND SHALL BE APPROVED BY COSTA MESA FIRE DEPARTMENT, OWNER'S INSURANCE ORGANIZATION AND ARCHITECT PRIOR TO INSTALLATION. SPRINKLER CONTRACTOR SHALL BE NOMINATED BY LANDLORD (ONLY). 2. COMPLY WITH NFPA 13 AND 24 "STANDARD FOR THE INSTALLATION OF PRIVATE FIRE SERVICE MAINS." THE BUILDING'S AUTOMATIC SPRINKLER SYSTEM SHALL COMPLY WITH 2022 CFC 105.4.2. 3. COMPLY WITH NFPA 70 "NATIONAL ELECTRICAL CODE" FOR ELECTRICAL CONNECTIONS BETWEEN WIRING AND ELECTRICALLY OPERATED DEVICES. 4. VERIFY EXISTING UTILITY LOCATIONS. INSTALL DETECTOR CHECK VALVES AS REQUIRED. COMPLY WITH NFPA 26 FOR DEVICES AND METHODS OF VALVE SUPERVISION. 5. INSTALL FULLY CONCEALED HEADS IN ALL AREAS, EXCEPT SEMI-RECESSED CHROME FINISH HEAD WITH WHITE FINISHED ESCUTCHEON MAY BE USED IN ELECTR. UTILITY ROOMS ONLY. DIVISION 16 SEE ELECTRICAL SPECIFICATIONS. ON SEPARATE DRAWINGS 1. COORDINATE WITH LANDLORD'S FIRE ALARM SUB-CONTRACTOR. THE FIRE ALARM SYSTEM SHALL CONFORM TO ARTICLE 760 2022CALIFORNIA ELECTRICAL CODE. 2.ALL DEVICES OF THE FIRE ALARM SYSTEM SHALL BE APPROVED AND LISTED BY THE CALIFORNIA STATE FIRE MARSHALL. A CERTIFICATE OF COMPLIANCE SHALL BE PREPARED BY THE INSTALLER. INSTALLER TO PROVIDE CSFM LISTING NUMBERS FOR ALL APPLICABLE DEVICES PER 2022 CFC 907.1.3. 3.PROVIDE HARD-WIRED SMOKE DETECTORS IN QUANTITIES AND LOCATIONS AS REQUIRED BY THE COSTA MESA FIRE DEPARTMENT. NURSE CALL SYSTEM 4.COORDINATE INSTALLATION OF OWNER'S NURSE CALL ALARM SYSTEM; TO BE LINKED WITH PULL CORD STATIONS IN EACH OF THE PATIENT EXAM AREAS AND AND RESTROOMS, TO RECESSED ILLUMINATED ANNUNCIATOR AT CENTRAL NURSE STATION CABINETRY. PROVIDE CONNECTIONS PER E-SERIES PLANS . VERIFY ALL PRE- INSTALLATIONS AND SYSTEM REQUIREMENTS WITH OWNER. FIRE ALARM 1.COORDINATE INTEGRATION OF NEW SUITE FIRE ALARM SYSTEM WITH LANDLORD'S EXISTING CENTRAL BUILDING ALARM SYSTEM. EMPLOY LANDLORD'S NOMINATED FIRE ALARM COMPANY FOR ALL FIRE ALARM WORK. PROVIDE DOCUMENTATION OF DEVICE COMPATIBILITY PER 2016 CFC 907.1.3. 2.PROVIDE CONDUITS TO PULL STATIONS WITHIN 5 FEET EACH EXIT AND NURSE STATION / CENTRAL HALLWAY. INCLUDE CONNECTIONS TO ILLUMINATED STROBE/HORN ANNUNCIATORS PER CEILING PLAN. PROVIDE CONNECTIONS PER E-SERIES PLANS . VERIFY ALL PRE- INSTALLATIONS AND SYSTEM REQUIREMENTS WITH OWNER. LIGHT FIXTURES: UNLESS DIRECTED OTHERISE; 2' X 4' INDIRECT LUMINAIRE, PERFORATED LIGHT SHIELD, CENTERMOUNT CONFIGURATION, STANDARD WHITE - SEE E-SERIES PLAN / SPECS LIGHT SWITCH: LEVITON #5501, WHITE ELECTRICAL WALL OUTLET: 25.LEVITON DUPLEX OUTLET #5242, 20A, 120V, WHITE OR RED FOR EMERGENCY POWER OUTLETS ELECTRICAL WALL OUTLET - DEDICATED: 1.LEVITON DUPLEX OUTLET #5242, 20A, 120V, WHITE TELEPHONE BACKBOARD: 1.4'-0" X 4'-0" ¾" CDX PLYWOOD BACKBOARD 2.TELEPHONE FEEDER 3.ONE DEDICATED 110V DUPLEX OUTLET PROVIDE CEILING SPEAKERS IN LOCATIONS SHOWN, W/ WALL-MOUNTED VOLUME CONTROLS IN EA. ROOM: 6 OR 8 INCH 2-WAY LOUDSPEAKER, 60W RMS POWER, WITH A WHITE ALUMINUM GRILLE, 6DB HIGH - LOW PASSFREQ. POWER HANDLING: 130 WATTS (60 RMS)IMPEDANCE: 8 OHM NOMINAL. PROVIDE 18 GA. CO-AX SPKR. CABLE HOMERUN FROM EA. SPKR. TO SERVER ROOM. DIVISION 9 9CONT.): 3. STUD WALLS SHALL HAVE CONT. 20 GA. SHEET METAL BACKING AND HORIZONTAL BLOCKING WHERE WALL-HUNG CABINETS / EQUIMENT INDICATED. PROVIDE DOUBLE 20 GA. STUDS AT ALL DOOR JAMBS. 4. ALL VERTICAL DRYWALL CORNERS / EDGES SHALL BE CONSTRUCTED WITH SQUARE METAL DRYWALL TRIM BEADS, TO BE COORDINATED WITH PLANT-ON CORNER PROTECTION AS REQUIRED. 5. INTERIOR PARTITIONS: 1 LAYER 5/8" GYPSUM BOARD EACH SIDE 3 5/8" X 20 GAUGE METAL STUDS AT 16" ON CENTER, EXCEPT THAT WATER-RESISTANT GYP. BD. IS REQUIRED AT PLUMBING WALLS. REPAIRS TO DEMISING WALLS SHALL INCLUDE R-11 INSULATION. AT LAB AREAS: ALL ACCESS PANELS MUST HAVE AIR-TIGHT GASKETS. 6. ALL DRYWALL SHALL BE FINISHED WITH A LEVEL-4 SMOOTH TEXTURE. SUSPENDED CEILING (NON-RATED OPEN PLENUM)/ T-BAR CEILINGS 7. APPLY ACOUSTICAL SEALANT IN A CONTINUOUS RIBBON CONCEALED ON BACK OF VERTICAL LEGS OF EDGE MEMBERS, AT PRIVATE OFFICE ONLY. 8. PROVIDE CLIPS ETC. FOR ATTACHING HANGERS WITH CAPABILITY TO SUSTAIN A LOAD 10 TIMES THAT OF CEILING CONSTRUCTION, PER ASTM E 1190. WIRE FOR HANGERS AND TIES: ASTM A 641, CLASS 1 ZINC COATING, SOFT TEMPER. DO NOT ATTACH HANGERS TO CONC. FLOOR DECK OR STEEL DECK TABS. ATTACH HANGERS TO STRUCTURAL MEMBERS. SPACE HANGERS MAX. 48" O.C. AND NOT MORE THAN 8" FROM ENDS OF EACH MEMBER. 9. SUSPENSION SYSTEM FOR INTERIOR CEILINGS: ARMSTRONG SEISMIC RX HEAVY DUTY SUSPENDED T-BAR CEILING SYSTEM SET AT HEIGHTS SHOWN ON CEILING PLAN, PER ASTM C 645 (MANUFACTURER'S STANDARD DIRECT-HUNG SUSPENSION SYSTEM FOR SUSPENDED GYPSUM BOARD CEILINGS). MAIN BEAMS AND CROSS FURRING MEMBERS INCLUDING SEISMIC SPLAY-BRACING AND VERTICAL STRUTS THAT ARE CROSS CONNECTED TO FORM A MODULAR SUPPORTING NETWORK. 10. CEILING TILES: WHITE 1/2" X 24" X 24" NON-FIRE-RESISTANCE-RATED, WATER-FELTED, MINERAL-BASE TILE: TYPE III, FORM 2 ACOUSTICAL TILES PER ASTM E 1264 IN ALL T-BAR LOCATIONS, AS 'ASTRO-CLIMA PLUS' W/ RABBETED EDGE, OR EQUIVALENT. MATCH EXISTING WHERE POSSIBLE. 13. STANDARD FOR CEILING SUSPENSION SYSTEM INSTALLATIONS: COMPLY WITH ASTM C 636 AND CBC. CONFORM TO THE LAYOUT SHOWN ON REFLECTED CEILING PLANS. SCREW EDGE SUPPORTS TO SUBSTRATE AT 16" O.C. AND AT 3" FROM ENDS, LEVELING WITH CEILING SUSPENSION SYSTEM TO A TOLERANCE OF 1/8" IN 12 FEET. MITER CORNERS ACCURATELY AND CONNECT SECURELY. DO NOT USE EXPOSED FASTENERS. PAINTING / FINISHING 14. CONTRACTOR TO ENSURE ALL FINISH MATERIALS WILL BE FLUSH AND WASHABLE. INTERIOR FINISH TO CONFORM TO REQUIREMENTS OF CBC 803.5 FLAME SPREAD INDEX 200 MAX. SMOKE DENSITY RATING 450 MAX. ALL DECORATIVE MATERIALS SHALL BE MAINTAINED IN A FLAME RETARDANT CONDITION. ALLOW FOR 3-COLOR INTERIOR PAINT SCHEME, PER IPS #11 ENAMEL AND IPS #9 EPOXY PAINT IN PROCEDURE ROOM, RE-USE ROOM, JANITOR AND MED WASTE ROOMS. 15. ALL FINISHED SURFACES SCHEDULED FOR PAINTING TO BE CLEAN AND FREE OF SURFACE DEFECTS AND READY FOR PAINTING. ALL DRYWALL TO BE TAPED, FLOATED, SANDED AND FINISHED WITH A SMOOTH TEXTURE. INTERIOR PAINTING MAY BE APPLIED BY BRUSH, ROLLER, OR SPRAY RIG METHOD ACCORDING TO MANUFACTURER'S SPECIFICATIONS. PAINT SPECS ARE BASED ON BENJAMIN MOORE PAINTS, BUT EQUALS ARE ACCEPTABLE (ALL PAINT COLORS TO BE AS SELECTED BY ARCHITECT/ OWNER) AS FOLLOWS: INTERIOR PAINTS & CLEAR WOOD FINISH: DRYWALL PRIMER- PVA (USG DRYWALL PRIMER) FINISH- 2 COATS BENJAMIN MOORE - LATEX ACRYLIC EGGSHELL ENAMEL (PROD. NO. 319) PAINTED WOODWORK PRIMER - BENJAMIN MOORE - LATEX ENAMEL UNDERBODY (PROD. NO. 345) FINISH- 2 COATS BENJAMIN MOORE - SEMI GLOSS LATEX ACRYLIC ENAMEL (PROD. NO. 333) CLEAR WOOD FINISH STAIN - 1 COAT, BENJAMIN MOORE - BENWOOD INTERIOR STAIN (PROD. NO. 237) FINISH - 2 COATS BENJAMIN MOORE - BENWOOD SATIN FINISH VARNISH (PROD. NO. 404) SAND LIGHTLY BETWEEN COATS NOTE PAINT FOR CLEANROOM LAB AREAS 228, 279, 280, 281, 282 & 283 AND EXAM ROOMS 111, 231, 232 & 233: LOW/NO VOLATILE ORGANIC COMPOUND (VOC) RELEASE, I.E. A WATERBASED “LOW ODOUR” ACRYLIC OR LATEXPAINT, E.G. DULUX/GLIDDEN LIFEMASTER, BENJAMIN MOORE NATURA OR ULTRA SPEC 500, & BEHR PREMIUM PLUS PAINTS. VINYL WALL COVERING 16. WHERE INDICATED, PROVIDE VINYL WALLCOVERING AT SELECTED FOR ACCENT WALLS, ETC. COMPLY WITH FS CCC-W-408, CLASS A, MEDIUM DUTY MIN. 19 OZ: TYPE II 54" WIDTH. REFER TO FINISH SCHEDULE AND VERIFY SELECTION WITH OWNER. USE MILDEW RESISTANT, NON-STAINING, STRIPPABLE ADHESIVE COMPATIBLE WITH COVERING SELECTED. FLOORING 17. COORDINATE DELIVERY AND INSTALLATION OF OWNER-SUPPLIED GLUE-DOWN COMMERCIAL CARPET AS SPECIFIED IN THE MATERIALS AND COLOR SCHEDULE. ALLOW SUFFICIENT TIME FOR VERIFICATION THAT ACTUAL SELECTION IS AVAILABLE. CONTRACTOR SHALL INSTALL SCHEDULE BASE MATERIAL AFTER CARPET INSTALLATION. 18. SHEET VINYL FLOORING SHALL BE COMMERCIAL GRADE PRODUCT, AS SPECIFIED ON THE FINISH SCHEDULE: ALLOW OWNER TO CONFIRM SELECTION PRIOR TO ORDERING. 19. PROVIDE MIN. 3 COATS MANUFACTURER-RECOMMENDED FINISH WAX TO ALL NEW SHEET VINYL FLOORS. CLEAN AND BUFF FINISHED INSTALLATIONS. 20. TILE WHERE REQUIRED SHALL BE PORCELAIN CERAMIC TILE,, THINSET OVER LEVELLING COMPOUND. ALLOW FOR SETTING OF INDIVIDUAL TILE ACCENTS & LINERS PER ELEVS. 21. SUB-CONTRACTORS SHOULD FULLY INFORM THEMSELF WITH THE WORK INVOLVED AND FIELD CONDITIONS. ALL SUBSTRATE PREPARATION AND ANY REQUIRED CEMENTITIOUS FEATHERING / FLOATING SHALL BE INCLUDED. TEST CONCRETE SLAB SUB-STRATES FOR MOISTURE OFF-GASSING PRIOR TO INSTALLATION OF FLOORING AND PROVIDE MANUF. RECOMMENDED SEALANTS WHERE EXCEEDING INDUSTRY AND MANUF. MAX. RECOMMENDED MOISTURE LEVELS. 22.WHERE SHEET VINYL INDICATED PROVIDE INTEGRAL COVED BASE. ENSURE TIGHT FIT AT JUNCTION OF FLOOR AND WALLS. PROVIDE 4" RUBBER BASE FOR OTHER TOP-SET INSTALLATIONS AT ALL AREAS SCHEDULED FOR CARPET (WAITING ROOM, HALLWAYS ETC.). 23.NOTE AS A MINIMUM: CLEANROOM LAB AREAS 228, 279, 280, 281, 282 & 283 AND EXAM ROOMS 111, 231, 232 & 233: WELDED SHEET VINYL WITH A BONDED SURFACE COATING MUST BE USED. COORDINATE WITH FINISH SCHEDULE. DIVISION 10 SPECIALTY PRODUCTS 1.SCHEDULE OF BATHROOM SPECIALTIES: A.TOILET GRAB BAR 36"x42"x1 1/2" DIA. S/STEEL:BOBRICK B-6897, OR EQUAL (QTY: 3) C.TOILET PAPER HOLDER/SEAT DISPENSER:BOBRICK B-2840, OR EQUAL (QTY: 3) D.LIQUID SOAP DISPENSER:BOBRICK B-306, OR EQUAL (QTY:3) E.FRAMELESS LED PERIM. MIRROR :CUSTOM MIRROR (VERIFY SIZE/DESIGN INTERIOR DESIGNER/OWNER) E.COMBO TRASH / TOWEL RECEPTACLE:BOBRICK B-36903 (QTY: 3) F.TOWEL DISPENSER:BOBRICK B-4262 (QTY: 6)(CONFIRM LOCN. W/ OWNER) G.LAVATORY TRAPS/ PIPE INSULATION:TRUEBRO INC. PRE-MOULDED PIPE WRAP (WHITE) HANDI LAV-GUARD" #102 (QTY. 4) 1.PROVIDE AND INSTALL BUMPER RAIL AND CORNER GUARDS AS MANUFACTURED BY ACROVYN DOOR AND WALL PROTECTIONS SYSTEMS, IN LOCATIONS INDICATED ON PLANS. 2.BUMPER RAIL: MODEL SCR-64, 8" HIGH WITH PERFORMED RETURN TO WALL END CAPS. STANDARD PEBBLETTE PATTERN TEXTURE, COLOR : CG-1. 3.CORNER GUARD: MODEL SM-20 SURFACED MOUNTED 3' X 3" X 48" HIGH, STANDARD PEBBLETTE PATTERN TEXTURE, COLOR : CG-1. 4.FIRE EXTINGUISHERS / CABINETS: 10 LBS TYPE ABC DRY CHEMICAL, WITH 16 GA. SEMI-RECESSED CABINET WITH WHITE BAKED ENAMEL FINISH, GLASS DOOR AND LOCK, AS STRIKEFIRST CORP. OF AMERICA EL-ELITE ARCHITECTURAL SERIES FIRE EXTINGUISHER CABINET (FIRE-RATED) OR EQUAL. 5.CUBICLE CURTAINS AND TRACK: SERIES 6063-T5 TRACK SERIES 7900 BY KIRSH CO. AND TREVIRA POLYESTER FLAME-RETARDANT / PROOFED 12OZ AS UNICUBE CO. SIZED 20% WIDER THAN TRACK LENGTH. INCLUDE CARRIERS, MESH TOP 18" AND TERMINATE 15" ABOVE FLOOR. SEE PLAN FOR LOCATIONS. SEE FINISH SCHEDULE FOR STYLE AND COLOR-WAY . DIVISION 9 METAL STUD FRAMING AND GYPSUM BOARD 1. PROVIDE FRAMING COMPONENTS OF SIZES INDICATED TO COMPLY WITH ASTM C 754 . ALL METAL COMPONENTS TO HAVE G40 HOT-DIP GALVANIZED COATING PER ASTM A 525. PROVIDE SIZES AND GRADES INDICATED. ALL METAL FASTENERS TO BE CORROSION RESISTANT. 2. ALL METAL WALL STUDS, INCLUDING SMOKE SEALED WALLS SHALL BE 16" ON CENTER, EXTENDING TO UNDERSIDE OF EXISTING GYP. BD. PLENUM CEILING. WHERE PAINTED GYP. BD. FINISH IS INDICATED, INSTALL 5/8" GYPSUM WALLBOARD (LEAD-LINED AS REQ.) SCREWED TO 1/2" RESILIENT CHANNEL FURRING AT 16" O.C., WITH MAXIMUM SCREW SPACING OF 7". PARTITIONS INDICATED FULL HT. ARE APPROX. 8'-0" HT. PROVIDE FIRE-RATED SEALANT CONT. AT TOP OF RATED WALLS. ISOLATE STEEL FRAMING FROM BUILDING STRUCTURE TO PREVENT TRANSFER OF LOADING IMPOSED BY STRUCTURAL MOVEMENT. WALLS INDICATED SMOKE / SOUND SEALED SHALL BE SET ON DOUBLE CONTINUOUS BED SEALANT. SHEET NO. 2402 REVISIONS: 4/12/2024DATE: PROJECT NO. PERMIT NO. Dr . B e s h a i A S C 20 1 0 E . 1 s t S t r e e t , S t e . 2 0 0 & 2 1 0 , S a n t a A n a , C A 9 2 7 0 5 Ne w A m b u l a t o r y C a r e F a c i l i t y T e n a n t I m p r o v e m e n t 10/31/25 REN. DATE C-26955 OIF NRI LOFCA SAUNDERS TATS E CETIHCADESRCILEN NIALL F. A T 1 A5.0 SPECIFICATIONS SCALE: NTS A-5.0 SPECIFICATIONS 2010 E First St Units #200 & 2102/19/2025 BRACE SCHEDULE BRACE MAX. SPAN 3 5 8"x20GA. STUD L=10'-0" 3 5 8"x18GA. STUD L=12'-0" 2 - 4"x18GA. STUD BACK TO BACK L=18'-0" W/2 #10 @ 12" O/C ACOUSTIC INSULATION- FULL HT. ALL WALLS 1 A6.0 TYPICAL NEW INTERIOR PARTITION SCALE: 1"=1'-0" NON-LOAD-BEARING WALL UL DES. U465 STC 40 RATING PER USG-860808 FLOORING - SEE FINISH SCHEDULE 5" BASE W/ 3/8" DIA. COVE INTEGRAL W/ FLR'G OR TOP SET RUBBER BASE -SEEFINISH SCHEDULE EXIST. CONC. FLR. DECK GYP. BD./T-BAR CEILING SEE REFLECTED CEILING PLAN PROVIDE 2 #10 S.M.S. @ 16" O/C - 2 # 10 S.M.S. PER DIAG. LAP 8' - 0 " 3 5/8" X 20 GA. MTL. STUD DIAG. BRACING @ 48" O.C. STAGGERED EA. SIDE 4" +- 3 ' - 6 " MA X . EXIST. STRUCTURE ABOVE 3 - #10 x 1" WOOD SCREWS - SEE TOP CONN. INSET ON 1A6.0 RAMSET SERIES 1500 0.145 DIA./1" EMBED. SHOT PINS AT 16" O.C. PER ICC ESR-1799 5/8" GYP. BD. EA. SIDE OVER 3 5/8" X 20 GA. MTL. STUDS AT 16" O.C. PER ICC ESR-1538 DESIGN, INSTALLATION & CONSTRUCTION OF COLD FORMED STEEL LIGHT FRAMED CONSTRUCTION SHALL BE IN ACCORDANCE WITH CBC 2210 ALL COLD FORMED STEEL LIGHT FRAMED CONSTRUCTION & MATERIALS SHALL BE PER ICC ESR-1538 EXIST. WD. JOISTS - PROVIDE BLOCKING WHERE NECESSARY 3 - #10 x 1" WOOD SCREWS @ ALL TOP CONN. TYP. TOP CONNECTION @ DIAGONAL BRACING EXIST. 2X FRAMING - PROVIDE BLOCKING WHERE NECESSARY 3 - #10 x 1" WOOD SCREWS @ ALL TOP CONN. TYP. TOP CONNECTION @ CEILING RUNNERS NOTE: TOP CONNECTION CONDITIONS TO APPLY TO ALL FRAMING DETAILS 12ga. BRACING WIRE @ 12'-0"o.c. EA. WAY W/ 4 TIGHT TURNS IN 1 1/2" BOTH ENDS OF WIRE (TYP.) ATTACH STRUT TO CROSS RUNNER W/#14 S.M.S. MAX. 2" FROM MAIN RUNNER 2" (MAX.) FROM BRACING WIRE TO CROSS RUNNERS 2x BLKG. W/"SIMPSON" (A35), EA. END, EA. SIDE (WHERE REQUIRED) #12 GA. VERTICAL WIRE HANGER 3/4" RIGID MTL. ELEC. CONDUIT, CRIMP BOTH ENDS & ATTACH TO JOIST OR 2X BLK. W/#4 F.H.W.S. CROSS RUNNERS (MAX.) 45°MAIN RUNNERS45° (MAX.) NOTE: SEISMIC BRACING SHALL BE INSTALLED 12'-0"o.c. MAX. EA. WAY EXTENDED TUBE TO BE TIGHT TO CEILING GRID & STRUCTURE ABOVE. ROOF/CEILING STRUCTURAL MEMBER 9 A6.0 SPLAYED WIRE SYSTEM & COMP. STRUT N.T.S. 3 A6.0 TYP. CEILING DETAIL SCALE: 1-1/2"=1'-0" 5/8" TYPE 'X' GYP. BD. EA. SIDE 3 5/8" X 20 GA. MTL. STUD FRAMING AT 16" O.C. - PROVIDE MIN. 3- #10 SHEET MTL SCREWS AT EACH CNR. / JNT. 3' - 0 " M A X . 3 5/8" X 20 GA. MTL. DIAG. BRACING AT 48" O.C. MAX. ATTACH TO STRUCT. SOFFIT SCREW JOIST TO VERT. STUD W/ 3- #10 SMS AT 16" O.C. 20 GA. X 3-5/8" MTL. STUD AT 16" O.C. TYP. HARD-LID CL'G: " TYPE 'X' GYP. BD. ON 3-5/8" X 20 GA. MTL. STUD JOISTS AT 16" O.C. MAX. SPAN 11'-0" - FOR GREATER SPANS (UP TO 16'-0") ADD VERT. TIE TO STRUCTURE ABOVE - ICC ESR-1538 TOP TRACK - ATTACH AT 24" O.C. MAX W/2 #10 SCREWS, (TYP.) 20 GA. MTL. STUDS AT 16" O.C. EXTEND UP TO BLK. ABOVE - ATTACH W/ 2 #10 S.M.S. PER CONN. EXIST. U/S ROOF STRUCT. SCREW TRACK TO VERT. STUD W/ 2- #10 SMS AT 16" O.C. 20 GA. X 3-5/8" MTL. STUD AT 16" O.C. TYP. HARD-LID CL'G: " TYPE 'X' GYP. BD. ON 3-5/8" X 20 GA. MTL. STUD JOISTS AT 16" O.C. MAX. SPAN 11'-0" - FOR GREATER SPANS (UP TO 16'-0") ADD VERT. TIE TO STRUCTURE ABOVE - ICC ESR-1538 20 GA. MTL. STUD NOTCHED @ VERT. STUDS @ 16" O/C TENANT WALL CONDITION TYP. INTERIOR CONDITION CEILING SYSTEM PER CBC 2506.2.1 & ASCE 7-16 ICC ESR-1308 8 GA. HANGER WIRE AT 48" O.C. MAX. THIS ATTACHMENT TO BE CAPABLE OF SUPPORTING MIN. 200 LBS. INCLUDE 4 TURNS IN 1 1/2" MAX. EA. WIRE END (TYP.) 2" 12 GA. SPLAY BRACING WIRES IN 4 DIRECTIONS AT 12" O.C. EA. WAY, 4 FT. MAX. FROM WALL. ENSURE MIN. 6" CLEARANCE FROM ALL HORIZ. PIPEWORK AND DUCTS. INCLUDE 4 TURNS IN 1 1/2" MAX. EA. WIRE END (TYP.) SUSPENDED T-BAR CEILING SYSTEM: HEAVY DUTY 2 1/2" X 20 GA. MAIN RUNNERS AT 48" O.C. / 3/4" CROSS FURRING MBRS (GRID) AT 24" O.C. COMP. STRUT OR 20 GA. MTL. STUD AT 12" O/C EA. WAY CONT. MTL. TRACK 8" MAX. 4" 9' - 0 " 3' - 0 " M A X . MAIN RUNNER 24" X 24" ACOUSTIC TILE 45 DE G . 5/8" TYPE 'X' GYP. BD. EA. SIDE 4" X 20 GA. MTL. STUDS AT 16" O.C. 6 A6.0 SUSPENDED CEILING - ATTACHED 1 1/2"=1'-0" GYP. BD. TO ABOVE HIGHEST ADJ. CLG. EXIST. U/S ROOF STRUCT. TOP - ATTACH AT 24" O.C. MAX W/3 #10 SCREWS PER CONN. 7 8" ATTACH CLG. GRID W/ POP RIVETS @ ATTACHED WALLS NOTE: SPRINKLER HEADS/PENETRATIONS SHALL HAVE A 2" OVERSIZE RING/SLEEVE TO ALLOW FREE MOVEMENT ON AT LEAST 1" 7 A6.0 SUSPENDED CEILING - UNATTACHED N.T.S. ACOUSTICAL TILE 7 8" PERIMETER TRIM HEAVY DUTY T-BAR MAIN OR CROSS RUNNER #12 GA. WIRE @ 4'-0"o.c. W/ 3 FULL TURNS IN 1 1/2" #16ga. TIE WIRE OR MTL. STRUT BETWEEN ENDS OF MEMBERS W/ POSITIVE CONNECTION TO PREVENT SPREADING 2 #10 S.M.S. @ 16"o.c. FOR 2X METAL STUD WALLS NOTE: 1. MAX. WIRE SLOPE 45° W/ 3 FULL TURNS AT RUNNER. TYP. AT ALL HANGERS. 2. SPRINKLER HEADS/PENETRATIONS SHALL HAVE A 2" OVERSIZE RING/SLEEVE TO ALLOW FREE MOVEMENT ON AT LEAST 1" INTERIOR FINISH 3/4" CLEAR 1/4" LENGTH OF END T-BAR OR 8" MAX. 1 1 / 2 " BERC-2 CLIPS PER ICC ESR-1308 NOTE 1. FOR CEILING AREAS EXCEEDING 1000 SQ. FT. HORIZ. RESTRAINT OF SYSTEM TO BE TIED DIRECTLY TO STRUCTURAL WALL / ROOF SYSTEM. RIGIS BRACES PERMITTED IN LIEU OF DIAG. SPLAY WIRES. ARMSTRONG SEISMIC Rx HEAVY DUTY SUSPENSION SYSTEM - SUPRAFINE XL 7500 9 16" TEE SERIES CEILING SYSTEM PER CBC 2506.2.1 & ASCE 7-16 ICC ESR-1308 NOTE: SPRINKLER HEADS/PENETRATIONS SHALL HAVE A 2" OVERSIZE RING/SLEEVE TO ALLOW FREE MOVEMENT ON AT LEAST 1" CEILING TILE: ARMSTRONG CLEAN ROOM FL/VL - WHITE - 15 16 " - 24"x24" CEILING TILE: ARMSTRONG DUNE - WHITE - TEGULAR 9 16" - 24"x24" PERIODIC SPECIAL INSPECTIONS IS REQUIRED PER CBC SECTION 1704.3, 1705.1.1 #3 & 1705.14.2. PROVIDE SPECIAL INSPECTIONS PER ICC REPORT STRUCTURAL DECK FULLY RECESSED LIGHT FIXTURE SUSPENDED T-BAR CEILING SYSTEM: SEE DETAILS 6A-6.0 & 11A-6.0 3" MAX. 8 ga. HANGER WIRE AT 48" o.c. MAX.THIS ATTACHMENT TO BE CAPABLE OF SUPPORT. MIN. 200 LBS. INCLUDE 4 TURNS IN 1 1/2" MAX. EA. WIRE END (TYP.) 8 A6.0 LIGHT FIXTURE N.T.S. NOTES: FIXTURES WEIGHING LESS THAN 56 LBS USE 2 SLACK 12 GA. SAFETY WIRES AT DIAGONAL CORNERS FIXTURES WEIGHING MORE THAN 56 LBS USE 4 TAUT 12 GA. WIRES (1 EA. CORNER) ATTACHED TO STRUCTURE ABOVE -ENSURE WIRES CAN SUPPORT 4X WEIGHT OF FIXTURE. 22 GA. ANNOD. ALUM. END CAP -FULL HT. EXPOSED END PREFINISHED BLACK EXIST. ANNOD. ALUM. WINDOW MULLION 2 A6.0 EXPOSED END WALL SCALE: 1 1/2"=1'-0" WALL PER 1A6.0 EXISTING WDW. BATT INSULATION FULL HEIGHT MULLION MATE 3 W/ OPT. SERIES 911FINAL FORMS I CAP - ATTACH. PER MANU. REQ. - PROVIDE GASKET W/ ADHESIVE 11 A6.0 TYP. FIRE-STOPPING / PIPE PENETRATION SCALE: 1-1/2 "=1'-0" RIGID STEEL PIPE (NO FLEX OR PLASTIC) NOTES: DETAILS TO BE USED IN CONJUNCTION WITH STANDARD GUIDE SPECIFICATIONS CONTAINING REQUIREMENTS FOR FIRE STOP SYSTEMS, MATERIALS AND ACCESSORIES, ETC. 3M 'FIRE BARRIER SEALANT CP-25WB+' FIRE STOP / SEALANT SYSTEM, OR EQUIV. (TYP.) (UL 1479) FIRE RATED FLOOR ASSEMBLY FIRE RATED WALL ASSEMBLY THROUGH PENETRATIONS: UL W-L-2580 F RATING: 1 & 2 T RATING: 1 & 2 SLEEVE: 2" (OR LESS) DIA. CYL. SLEEVE 28GA MIN SHEET STEEL W/ MIN 1" LAP ALONG LONG. SEAM. FRICTION FIT, EXTEND 1" NOM. BEYOND SURFACE W-L-2580 10 A6.0 1 HR. FIRE RATED WALL DETAIL SCALE: 3"=1'-0" PROVIDE 1 LAYER IMPACT RESISTANT 5/8" TYPE 'X' GYP. BD. BOTH SIDES 20 GA. MTL. STUD @ 16"o.c. 2 1 2" 5 8" MIN./ 3 4" MAX. R-13 INSULATION (ACOUSTIC) WALL: UL U465 BOTTOM WALL: UL BW-S-0007 HEAD WALL: HW-D-0134 THROUGH PENETRATIONS: UL W-L-2580 ICC ESR-1042 LINE OF EXIST. 12" CONC. SLAB NO. 8 x 916" WAFERHEAD SCREW, TYP. 2 BOTTOM OF STRUCTURE EQ.2 #10 WD. SCREWS @ 16"O/C 3M FD-150+ FIRE-RATED CAULKING SLP-TRK SLOTTED TRACK-MIN. 20 GA, 3 5 8" WIDE, MIN. 2 12" LEGS NOTE: FILL JNTS W/ ELASTOMERIC FIRESTOP SEALANT - 3M FD-150+ FIRE BARRIER CAULK EQ. LINE OF WOOD FLOOR EQ. 2 - #10 x 1" WOOD SCREWS @ 16"O.C. PER ICC ESR-1799, TYP. EQ. NON-RATED DEMISING WALL CONDITION SIMILAR. FIRE CAULKING NOT NEEDED. DETAIL FOR PATCH/REPAIR ONLY FILL, VOID, CAVITY: FB1000 NS FB-2000 (+) FB-3000 WT FIREDAM 150+ IC 15WB+ CP 25WB+ CAULK WALL: UL U465 TUNNEL CLG. CONDITION:UL U465 BOTTOM WALL: UL BW-S-0007 HEAD WALL CONDITION:HW-D-0134 THROUGH PENETRATIONS: UL W-L-2580 ICC ESR-1042 12" SQ. HI-LOW VENTING PROVIDE SINGLE HEAD SPRINKLER TO BE CONNECTED TO DOMESTIC WATER SUPPLY. PROVIDE 3M FIRE BARRIER DUCT WRAP 615+ TO U/S OF EXIST. CLG. READ WITH MEDICAL GAS DRAWINGS A6.0 10 A6.0 10 1 HR. RATED INTERIOR WALL & CLG.: 5/8" GYP. BD. EA. SIDE OVER 20 GA. MTL. STUDS AT 16" O.C.W/ R-13 BATT. INSUL. FULL HT. 12 A6.0 1 HOUR FIRE RATED GAS CLOSET SCALE: 1"=1'-0" SHEET NO. 2402 REVISIONS: 4/12/2024DATE: PROJECT NO. PERMIT NO. Dr . B e s h a i A S C 20 1 0 E . 1 s t S t r e e t , S t e . 2 0 0 & 2 1 0 , S a n t a A n a , C A 9 2 7 0 5 Ne w A m b u l a t o r y C a r e F a c i l i t y T e n a n t I m p r o v e m e n t 10/31/25 REN. DATE C-26955 OIF NRI LOFCA SAUNDERS TATS E CETIHCADESRCILEN NIALL F. A T A-6.0 INTERIOR DETAILS 2010 E First St Units #200 & 2102/19/2025 CUSTOM CABINETS - SEE A-3.0 VENT PIPE SUPPLIED & INSTALLED BY PLUMBING SUB-CONTRACTOR 1' - 6 " PLUMBING PIPE SUPPLIED & INSTALLED BY PLUMBING SUB-CONTRACTOR DRAIN AND SINK CONNECTS BY PLUMBING SUB-CONTRACTOR BASE/TRIM 34 " 3 A6.1 CUSTOM CABINET SINK PLUMBING 1"=1'-0" PROVIDE BACKING IN WALL AS REQ. (TYP.) VENT CONDITION IN CEILING PLENUM BY PLUMBING SUB-CONTRACTOR LED TASK LIGHTING: "ALKO SUPER INCH" (CONT. TYP.) 3' - 0 " GYP. BD. ON MTL. STUD 3" BRUSHED ALUM. WIRE PULLS (TYP.) 2'-1" BLK'G AS REQ'D. 4" SE E E L E V . SE E E L E V . PLASTIC LAM. ON 3/4" PLYWOOD DECK PLYWOOD DRAWER W/ 100 LBS FULL EXTN. DRAWER GLIDES INTERIOR SHELVES TO BE 3/4" MELAMINE FIN. OR PLAS. LAM. AT SINKS. INSTALL ON CLIP ANGLES BASE - SEE FINISH SCHED. / SHEET A-3.0 BACKSPLASH CABINET CASES TO BE FLUSH OVERLAY 3/4" PLYWOOD CONSTRUCTION, OR AS NOTED IN SPECS, WITH PLASTIC LAM. FINISH (TYP.) CONT. PLAS. LAM. SCRIBE PANEL AND/OR SOFFIT WHERE OCCURS - SEE PLAN 2 A6.1 TYPICAL CABINET DETAIL SCALE: 3"=1'-0" VENT CONDITION IN CEILING PLENUM BY PLUMBING SUB-CONTRACTOR PER DETAIL BELOW (TYP). SECURE HEATER TO WALL GALV. SPILL PAN + + ~ ~ + - UNION, TYP. WH + S.O.V., TYP. SECTION 5 A6.1 WATER HEATER BRACING SCALE: NTS WHERE PROVIDED, SECURE EXPN. TANK TO SOLID BACKING WH WALL ELEV. SEE INSET DETAIL 3/4"Ø SPILL PRESSURE TEMPERATURE RELIEF VALVE TO EXTERIOR PER CPC SECTION 608.4. NOTE: PROVIDE WATER HEATER, SIZED PER UPC SECTION 501.0 WATER HEATER SHALL BE STRAPPED TO THE WALL IN TWO PLACES. ONE IN THE UPPER 1/3 AND ONE IN THE LOWER 1/3 OF THE TANK. THE LOWER POINT SHALL BE A MIN. OF 4" ABOVE THE CONTROLS, ALL PER CPC SECTION 507.2. 1/4" THREADED TURNBUCKLE 1" x 4" WOOD BLOCK (TYP) 5 16" Ø HOLE SEISMIC STRAP 1 4" Ø THREADED ROD W/U-BOLT 1 2" MIN. UNISTRUT P2378-3 1 4" STUD NUT W/ SPRING 1 4" Ø x 3" LONG LAG SCREW (TYP. OF 4) INSET DETAIL CW HW 16 A6.1 RECEPTION COUNTER (WAITING #200) SCALE: 1-1/2"=1'-0" HUTCH W/ DIVIDERS AT MAX 24" O.C. 1A-6.1 27 " M I N . C L E A R 33 " 43 " 1" SEE PLAN 12" SS-1 BASE SEE FINISH SCHEDULE 5/8" PLY ON WD. STUD SHOP-BUILT WD. FRAME - COORD. W/ ELEC. 10 " 31 " COUNTERTOP FINISH PER FIN. SCHEDULE 1A-6.1 27 " M I N . C L E A R SEE PLAN 31 " COUNTERTOP PER FIN. SCHED. ACCESSIBLE COUNTER TRANSACTION COUNTER PROVIDE CONT. LED TAPE LIGHTING AT TRANS. TOP MTL LAM. BASE, SEE FINISH SCHEDULE WT-2 1" SUPERBRIGHT LED LIGHTING AT TOE-KICK - BLK. AS REQ. BASE SEE FINISH SCHEDULE 5/8" PLY ON WD. STUD SHOP-BUILT WD. FRAME - COORD. W/ ELEC. WT-2 SS-1 PAIRS OF 16 GA. STEEL STUDS @ 16" O.C. @ BACKING PLATE PLAN - SECTION BACKING PLATE 3 16" X 9" 11 2" STAINLESS STEEL GRAB BAR CONCEALED MOUNTING PLATE 3-# 14 TEK SCREWS BACKING PLATE 3 16" X 9" ELEVATION 2' - 9 " T O F I N . F L R GRAB BAR - ATTACH PER MANU. 5/8" TYPE 'X' GYP. BD. ON MTL. STUD HORIZONTAL STIFFENER 14 A6.1 GRAB BAR SUPPORT IN WALL SCALE: 3"=1'-0" 112" 3" 112" 9" MAINTAIN 112" CLR. GRAB BARS SHALL MEET THE FOLLOWING : 1. BENDING STRESS, SHEAR STRESS, SHEAR FORCE, AND TENSILE FORCE SHALL ALL BE LESS THAN MAX. ALLOWED BY A 250LB. POINT LOAD. 2. GRAB BARS SHALL NOT ROTATE IN THEIR FITTINGS. 3. CLEARANCES ABOVE (12" MIN.) & BELOW (1 1 2" MIN.) GRAB BAR CBC 11B-609.3. 33" TO 36" TO TOP OF GRIP SURFACE 12" MIN. 1 1 2" MIN. 3" 1 A6.1 CANTILEVERED COUNTER BRACKET SCALE: NTS 18" SECURE TO TOP W/SCREWS 16" MTL. STUD WALL MITER CORNER & WELD 1 1/2" X 1 1/2" X 1/8" ANGLE BRACKET SECURE TO STUD WALL PLYWOOD TOP AND BACKSPLASH 4" ...... .. ... .. . . .... ... MIN. RADIUS NO SEAM .. . .. .. PLASTIC LAMINATE OVER 3/4" FACE OF CABINET WHERE OCCURS 24" TYP." GYP. BD. / PROVIDE BRACKETS AT 24" O.C. WHERE NO OTHER SUPPORTS (TYP.) 13 A6.1 PIPE FLASHING SCALE: 1/2"=1'-0" BITUMEN ROOF MEMBRANE MATERIAL DYNAFLEX MIN. 4" 12" M I N . MBR FLASHING CEMENT, MBR UTILITY CEMENT OR ASPHALT ROOF MEMBRANE ROLL LEAD FLASHING 1" MIN. DOWN INTO PIPE SET FLANGE IN MBR FLASHING CEMENT, MBR UTILITY CEMENT OR HOT ASPHALT PRIME FLANGE OF LEAD FLASHING WITH JM METAL PRIMER (BOTH SIDES) DECKING PLUMBING VENT STACK NOTE: ALL PENETRATIONS SHALL BE LOCATED A MIN. 18" OUT OF WATERWAYS & DRAINAGE AREAS, AS WELL AS A MIN. 18" FROM OTHER PENETRATIONS OR PROJECTS, SUCH AS PIPES, WALLS, CURBS, ETC. 1. IF SPLIT LEAD SLEEVE IS NECESSARY, A CONT. LEAD SOLDER WILL BE REQ'D. 2. CLEAN AND PRIME THE ENTIRE TIE-IN AREA 3. COAT EXPOSED ROOF CEMENT W/ ALUM. 1 2" 3 8" 13 8" 9 A6.1 KNOCK DOWN DOOR FRAME SCALE: 3"=1'-0" 8 A6.1 SOUND CONTROL DOOR FRAME N.T.S. 13 8" GYP. BD. ON MTL. STUD KNOCK-DOWN MTL. DOOR FRAME W/ MIN. 3 JAMB ANCHORS PER EDGE. ANNOD. FIN. - "WESTERN INTEGRATED" OR EQUAL 1 3/4" THK. SOLID CORE DOOR 3 8" 1 2" DBL. STUDS EA. SIDE JAMB SEALS: ZERO MOD.# 475A, OR EQ. ALL 4 SIDES VERIFY HINGE SIZE AND QUANTITY AND REINF. JAMBS AT HINGES SOUND ABSORB-LINED JAMBS W/ INSULATION TO ENSURE LIGHT SEAL QUIETROCK GYP. BD. OR EQUIV. HORIZONTAL STIFFENER 5/8" TYPE X GYP. BD. EQUIP. SUPPORT BRACKET - ATTACH PER MANUF'S DETAILS WHERE REQ'D. PROVIDE 16 GA. SHEET MTL. BACKING MTL. STUD FRAMING @ 16" O.C. 11 A6.1 EQUIP. SUPPORT IN WALL SCALE: 3"=1'-0" THIN SETTING BED 5/8" WATER RESIST. GYP. BD.MTL. STUD @ 16" O.C. 5/8" WATER RESIST. GYP. BD. CAULKING TYP. SEAMLESS RESILIENT COVE BASE OVER SEALED CONC. MTL. STUD @ 16" O.C. B 12 A 12 SEALED CONC. FLOOR CERAMIC BASE COVE TILE 12 A6.1 COVE BASE SCALE: 3"=1'-0" GYP. BD. ON MTL. STUD KNOCK-DOWN MTL. DOOR FRAME W/ MIN. 3 JAMB ANCHORS PER EDGE. ANNOD. FIN. - "WESTERN INTEGRATED" OR EQUAL 1 3/4" THK. SOLID CORE DOOR 7 A6.1 POCKET DOOR FRAME SCALE: 3"=1'-0" INSTALL POCKET DOOR GLIDE HDWR AND END STOP BUMPERS PRE-FAB 3/4" PAINTED WOOD DOOR JAMBS VERIFY POCKET SIZE AND SLIDING HDWR. WD. POCKET-DOOR FRAME 1 3/4" THK. SOLID CORE FLUSH DOOR (SEE DOOR SCHED.) SNAP-ON BRUSHED ALUM TRIM 5/8" TYPE 'X' GYP. BD. EA. SIDE MTL. STUDS AT 16" O.C. 1/2" 1/ 2 " 1 1 / 4 " 32" MINIMUM PER CBC 11B-404.2.3 POCKET DOOR TO BE HAFELE FUTURA SERIES PROVIDE BUMPER IN POCKET TO PREVENT DOOR FROM FULLY RECEDING PROVIDE DOOR PULLS- BOTH SIDES & MOUNTED 44" MAX. FROM FLOOR PER CBC 11B-404.2.7 POCKET (SLIDING) DOOR 15 A6.1 FLOOR DRAIN & STANDARD TILE DETAIL SCALE: 3"=1'-0" CHROME BRASS SHOWER DRAIN W/ GRATE TILE - SEALED EPOXY GROUTED JOINTS BOND COAT TILE THINSET ON GMMU MERKRETE HYDROGUARD 2000 OR LATICRETE HYDROBAN (CONT. @ 48" HT., 18" MIN. HORIZ. @ WALL PERIM. - CONT. MIN. 18" @ FLOOR DRAINS) REINFORCEMENT FABRIC @ CORNERS CONC. SLAB 5/8" GMMU AT WALL, DUROCK OR DENSBOARD NOTE: DETAIL STANDARD FOR ALL WET AREAS, SEE LANDLORD SHEET FOR INFORMATION MTL. STUD NEW NO. 3 REINF. BAR AT 18" O.C. STAGGERED EA. SIDE TIE INTO DOWELS -ENSURE MIN. 2" CONC. COVER NEW UTILITY TRENCH INFILLED W/ COMPACTED GRAVEL / ROCK FILL 4 A6.1 SLAB REPAIR DETAIL 1 1/2"=1'-0" NEW NO. 3 TO BE DOWELLED INTO EDGE OF EXISTING SLAB AT 18" O.C. STAGGERED EA. SIDE NEW EXISTING FLOOR SLAB EXIST. REINF. 5" V . I . F . EMBED 7" MIN.5" MIN. 4" SAND BED 15 MIL POLY VAPOR BARRIER NOTE: ALL CONCRETE USED IN CONSTRUCTION MUST BE RESISTANT TO SULFATES. TYPE V CEMENT REQ'D AND ALL CONCRETE SHALL BE f'c=2500PSI @ 28 DAYS COMPRESSIVE STRENGTH WITH WATER/CEMENT RATIO = 0.45. NO SPECIAL INSPECTOR REQUIRED. 6 A6.1 FLOOR TRANSITION DETAIL SCALE: N.T.S. JOINT SEALANT TO MATCH GROUT TILE/VINYL/MASTIC LEVELING COMPOUND AS REQ. MECH. ATTACH MTL. STRIP - SECURE TO SUBFLOOR METAL TRANSITION STRIP AS REQD. CARPET FLOORING, TYP. CONC. SUBFLOOR - GRIND/CHIP AS REQ. TO ENSURE SMOOTH INSTALL NOTE: VINYL TO TILE TRANSITION SIMILIAR - FLOAT FLOOR AS REQ. FOR SMOOTH TRANSITION NOTE: - FLOOR OR GROUND SURFACES SHALL COMPLY 11B-302 AND 11B-303 - CHANGES IN LEVEL OF 1/4" HIGH MAXIMUM SHALL BE PERMITTED TO BE VERTICAL AND WITHOUT EDGE TREATMENT. - CHANGES IN LEVEL BETWEEN 1/4" HIGH MIN. AND 1/2" HIGH MAXIMUM SHALL BE BEVELED WITH A SLOPE NOT STEEPER THAN 1:2. SHEET NO. 2402 REVISIONS: 4/12/2024DATE: PROJECT NO. PERMIT NO. Dr . B e s h a i A S C 20 1 0 E . 1 s t S t r e e t , S t e . 2 0 0 & 2 1 0 , S a n t a A n a , C A 9 2 7 0 5 Ne w A m b u l a t o r y C a r e F a c i l i t y T e n a n t I m p r o v e m e n t 10/31/25 REN. DATE C-26955 OIF NRI LOFCA SAUNDERS TATS E CETIHCADESRCILEN NIALL F. A T A-6.1 INTERIOR DETAILS A BUILDING REVIEW REVISIONS 11-21-24 DETAIL RELOCATED TO SHEET A-6.2 2010 E First St Units #200 & 2102/19/2025 STRUT @ 4'-0" O.C. THE LENGTH OF TRACK 9 A6.2 CURTAIN TRACK N.T.S. CROSS RUNNER TYP. PREFABRICATED ALUM. TRACK #8 PAN HEAD MTL. SCREWS TO TEE @ 24" O.C. MAX. (TYP.) ACOUSTICAL TILE 8 GA. HANGER WIRE AT 48" O.C. MAX. THIS ATTACHMENT TO BE CAPABLE OF SUPPORTING MIN. 200 LBS. INCLUDE 4 TURNS IN 1 1/2" MAX. EA. WIRE END (TYP.) 2" 12 GA. SPLAY BRACING WIRES IN 4 DIRECTIONS AT 12" O.C. EA. WAY, 4 FT. MAX. FROM WALL. ENSURE MIN. 6" CLEARANCE FROM ALL HORIZ. PIPEWORK AND DUCTS. INCLUDE 4 TURNS IN 1 1/2" MAX. EA. WIRE END (TYP.) SUSPENDED T-BAR CEILING SYSTEM: HEAVY DUTY 2 1/2" X 20 GA. MAIN RUNNERS AT 48" O.C. / 3/4" CROSS FURRING MBRS (GRID) AT 24" O.C. COMP. STRUT OR 20 GA. MTL. STUD AT 12" O/C EA. WAY CONT. MTL. TRACK ACOUSTIC TILE 45 DE G . EXIST. U/S ROOF STRUCT. CEILING SYSTEM PER CBC 2506.2.1 & ASCE 7-16 ICC ESR-1308 CURTAIN TRACK OVERLAY BLACK FELT 1'-0" @ PERIMETER 1 2" GAP TO MATCH WOOD ELEMENT SPACING 8 A6.2 CEILING DETAIL (@ WOOD PANEL ELEMENT) SCALE: 6"=1'-0" 1/2" HAT CHANNEL PROVIDE BLOCKING AT ALL EDGES FOR 5 8" GYP. BD. WRAP 5/8" TYP. 'X' GYP. BD CEILING STRUCTURE AKUPANEL (BY WOODUP) - SEE INTERIOR DESIGN PLANS OR FINISH SCHEDULE FOR COLOR, MODEL, AND/OR SIZE NOTE: PANEL WEIGHT: 25LBS [23.6"W X 94.48"L (15.5 S.F.)] - PER PANEL PANEL ATTACHMENT: USE 15 EVENLY-SPACED 1.4" BLACK PLASTER SCREWS PER PANEL OR AS REQ'D VERIFY AND INSTALL PANEL PER MANUFACTURER'S INSTRUCTIONS - NOTIFY ARCHITECT W/ ANY CONFLICTS IMMEDIATELY ANSI/UL723; ASTM E84 (SV31116/4788343212) BLACK ACOUSTIC FELT 1.4" BLACK PLASTER SCREW (15 SCREWS/PANEL) - SCREW BLACK PLASTER SCREW THROUGH BLACK ACOUSTIC FELT INTO WALL OR BATTEN IF PROVIDED - EVENLY SPACED OR AS DIRECTED BY MANUF. 1/2" PLY ON WD. STUD 2X4 WD. STUD FURRING @ 16" O.C. WOOD VEER - TBD BY INTERIOR DESIGNER BLK'D AS REQ'D 4000K WHITE LED INDIRECT LIGHTING 7 A6.2 WAING ROOM WALL DETAIL (#220) SCALE: 1-1/2"=1'-0" 6 A6.2 RECEPTION COUNTER (WAITING #220) SCALE: 1-1/2"=1'-0" HUTCH W/ DIVIDERS AT MAX 24" O.C. 1A-6.1 BASE SEE FINISH SCHEDULE 5/8" PLY ON WD. STUD SHOP-BUILT WD. FRAME - COORD. W/ ELEC. 1A-6.1 BASE SEE FINISH SCHEDULE 5/8" PLY ON WD. STUD SHOP-BUILT WD. FRAME - COORD. W/ ELEC. COUNTERTOP FINISH PER FIN. SCHEDULE PROVIDE CONT. LED TAPE LIGHTING AT TRANS. TOP TRANSACTION COUNTER ACCESSIBLE COUNTER COUNTERTOP PER FIN. SCHED. 3" 1' - 6 " 3' - 6 " 2" 1'-0" 2' - 7 " 27 " M I N . C L E A R WT-2 SS-1 BASE SEE PLAN 2 1/2" 10 " 11 " 3" 2' - 5 " 2" 27 " M I N . C L E A R SEE PLAN 2 1/2" SS-1 BASE 4000K WHITE LED INDIRECT LIGHTING WT-2 4000K WHITE LED INDIRECT LIGHTING PROVIDE CONT. LED "ROPE" LIGHTING. CEILING SYSTEM PER CBC 2506.2.1 & ASCE 7-05 ICC ESR-1308 5 A6.2 CEILING SOFFIT @ LIGHT COVE SCALE: 1-1/2"=1'-0" 10 " 5/ 8" GYP. BD CLG. 20 GA. X 3-5/8" MTL. STUD AT 16" O.C. 4" 10" 5 8" WD. VENEER PNLS. AND EDGING ON MTL. STUD FRAMING CEILING SYSTEM PER CBC 2506.2.1 & ASCE 7-05 ICC ESR-1308 4 A6.2 CLAD FLOATING CEILING SOFFIT SCALE: 1-1/2"=1'-0" 22 " 5/ 8" GYP. BD CLG. 3 5 8" x 20 GA. MTL. FRAMING @ 16" O.C. 20 GA. X 3-5/8" MTL. STUD AT 16" O.C. 6" SEE PLAN NO BASE F.F. SEE PLAN FOR CEILING HEIGHTS 12" TEMP. GLZ. W/ BEVELLED EDGES & STRUCT. SILICONE BTWN. PANES 5 8" ALUM. CHANNEL W/ STRUCT. SILICONE CAULK. 3 A6.2 INTERIOR GLASS WALL SCALE: 1-1/2"=1'-0" SEE 1A6.0 FOR TOP CONNECTIONS #10 S.M.S. @ 12" O/C EA. WAY RAMSET SERIES 1500 0.145 DIA./1" EMBED. SHOT PINS AT 16" O.C. PER ICC ESR-1799 POSTFORMED (BULLNOSE) EDGES 2 A6.2 TYPICAL LOCKER DETAIL SCALE: 3"=1'-0" COVED SHEET VINYL BASE LOCKER CASES TO BE FLUSH OVERLAY 3/4" PLYWOOD CONSTRUCTION, OR AS NOTED IN SPECS, WITH PLASTIC LAM. FINISH (TYP.) SHELF, TYP. VENTED DOORS W/ LOCK, TYP. 1" DIA. CHROME RAIL, TYP. ALL H.P. PLASTIC LAM. INTERIORS AND EXTERIORS 1 A6.2 STOREFRONT DOOR DETAIL SCALE: 3"=1'-0" HEADER - SEE STRUCT. CONT. SEALANT SEALANT TYP.HEAD 3 4" STUCCO ON GALV. EML (FASTENER MAX. 12" O/C EA. WAY) ON TYVEK WRAP ON 3 4" PLY. ON 2X6 WD. STUD WALL @ 16" O.C W/ R-21 BATT. INSUL. & 5 8" TYPE X GYP. BD. INTERIOR TRANSOM THRESHOLD10" MIN. SWEEP & DRIP SLOPE AWAY MIN. 1/8" PER FOOT 1/4" MAX. EA. ALUM. THRESH. BAR SET IN MASTIC AND SCREWED TO SLAB KAWNEER TRIFAB 400 STOREFRONT SYSTEM DOOR HEAD HILTI 'X-U' SHOT PINS @ 24" O.C. (ICC #2269) 11 4" EMBED. #10 WOOD SCREW @ 12" O.C. SHEET NO. 2402 REVISIONS: 4/12/2024DATE: PROJECT NO. PERMIT NO. Dr . B e s h a i A S C 20 1 0 E . 1 s t S t r e e t , S t e . 2 0 0 & 2 1 0 , S a n t a A n a , C A 9 2 7 0 5 Ne w A m b u l a t o r y C a r e F a c i l i t y T e n a n t I m p r o v e m e n t 10/31/25 REN. DATE C-26955 OIF NRI LOFCA SAUNDERS TATS E CETIHCADESRCILEN NIALL F. A T A-6.2 INTERIOR DETAILS A BUILDING REVIEW REVISIONS 11-21-24 2010 E First St Units #200 & 2102/19/2025 1. WALL MOUNTED SIGNAGE TO BE LOCATED ON THE LATCH SIDE OF DOOR CLEAR OF DOOR SWING. MOUNT @ 48" MIN. TO THE BASELINE OF THE LOWEST LINE OF BRAILLE CELLS TO 60" MAX. A.F.F. TO THE BASELINE OF THE HIGHEST LINE OF RAISED TEXT. . 2. WHERE THERE IS NO WALL SPACE ON THE LATCH SIDE, INCLUDING AT DOUBLE LEAF DOORS, SIGNS SHALL BE PLACED ON THE NEAREST ADJACENT WALL, PREFERRABLY AT THE RIGHT. 3. SIGNS MUST NOT BE INSTALLED BEHIND OBSTRUCTIONS AND READER MUST BE ABLE TO APPROACH SIGN WITHIN 3" WITHOUT BEING HIT BY SWING OF DOOR 4. SIGN COLOR MUST CONTRAST AT 70% MIN. W/ BACKGROUNDS (DOOR OR WALL) 5. FOR LOCATION AND MOUNTING SEE A1.0 & A4.0 CORROSPONDING GRADE II BRAILLE SHALL BE LOCATED DIRECTLY UNDER LETTER OR SYMBOL INFO. PLAN CLEAR FLOOR SPACE ELEVATION HT. OF LETTERING 5 8" MIN. TO 2" MAX. UPPERCASE LETTERSSIGN MIRROR 34 " M A X . TO S I N K R I M 27 " M I N . CL R . 19" MIN. LINE OF FACE OF CABINET BEYOND INSULATE PIPES 25" MAX. FRONT APRON OF COUNTER CABINET 6 1 / 2 " SINK 1/4" MAX ALLOWABLE CLOSURE PRESSURE: THRESHOLDS: SIGNAGE, TYP. 60 " M A X . 12" 12" 2" TACTILE SIGN RESTROOM DOOR SIGN SELF-LUMINOUS EXIT SIGN, SEE ELEC. 1. CHARACTER TYPE: CHARACTERS ON SIGNS SHALL BE RAISED 132" (0.794MM) MIN. AND SHALL BE HELVETICA MEDIUM UPPERCASE CHARACTERS ACCOMPANIED BY GRADE 2 BRAILLE. 2. CHARACTER SIZE: RAISED CHARACTERS SHALL BE A MINIMUM OF 5 8" (15.9MM) AND A MAXIMUM OF 2" (51MM) HIGH. 3. FINISH AND CONTRAST: CONTRAST BETWEEN CHARACTERS, SYMBOLS AND THEIR BACKGROUND MUST BE 70% MINIMUM AND HAVE A NON-GLARE FINISH. CBC 11B-703.5.1 4.PROPORTION: CHARACTERS ON SIGNS SHALL HAVE A WIDTH-TO-HEIGHT RATIO OF BETWEEN 1:5 AND 1:10. CBC 11B-703.2 ALL LETTER MEASURED MUST BE UPPERCASE. AFTER CHOOSING A TYPE TO TEST, BEGIN BY PRINTING THE LETTERS I, X, AND 0 AT 1" HIGH. PLACE A 1:1 SQUARE OVER THE X OR 0, WHICHEVER IS NARROWER, IF THE CHARACTER IS NOT WIDER THAN 1", NOR NARROWER THAN A 3:5 RECTANGLE, THE PROPORTIONS ARE CORRECT. USE A 1:5 RECTANGLE TO DETERMINE OF THE STROKE OF THE I IS TOO BROAD, AND THE 1:10 RECTANGLE TO SEE IF IT IS TOO NARROW. IF THE TESTS ARE PASSED, THE TYPE STYLE IS COMPLIANT WITH PROPORTION CODE. 1. ACCESSIBLE BUILDING ENTRANCES ARE REQUIRED TO BE IDENTIFIED WITH AT LEAST ONE STANDARD SIGN AND ADDITIONAL DIRECTIONAL SIGNS AS REQUIRED TO BE VISIBLE TO PERSONS ALONG APPROACHING PEDESTRIAN WAYS. 2. PROVIDE SIGNS WITH INTERNATIONAL SYMBOL OF ACCESSIBILITY INDICATING LOCATION OF EACH ACCESSIBLE ENTRY PROVIDE ADDITIONAL DIRECTIONAL SIGNS AS REQUIRED. 3. LETTERS AND NUMBERS ON SIGNS SHALL HAVE A WIDTH TO HEIGHT RATIO BETWEEN 3:5 AND 1:1 AND A STROKE WIDTH TO HEIGHT RATIO BETWEEN 1:5 AND 1:10. 4. CHARACTERS AND NUMBERS ON SIGNS SHALL BE SIZED ACCORDING TO THE VIEWING DISTANCE FROM WHICH THEY ARE TO BE READ, APPLICABLE TO OVERHEAD SIGNS 5. LETTERS AND NUMERALS SHALL BE RAISED 1/32", UPPER CASE, SANS SERIF OR SIMPLE SERIF TYPE AND SHALL BE ACCOMPANIED WITH GRADE 2 BRAILLE. RAISED CHARACTERS SHALL BE AT LEAST 5/8" (16MM) HIGH, BUT NO HIGHER THAN PICTOGRAMS SHALL BE ACCOMPANIED BY THE EQUIVALENT VERBAL DESCRIPTION PLACED DIRECTLY BELOW THE PICTOGRAM. THE BORDER DIMENSION OF THE PICTOGRAM SHALL BE 6" (152MM) MINIMUM IN HEIGHT. 6. THE CHARACTERS AND BACKGROUND OF SIGNS SHALL BE EGGSHELL, MATTE, OR OTHER NON-GLARE FINISH. CHARACTERS AND SYMBOLS SHALL CONTRAST WITH THEIR BACKGROUND - EITHER LIGHT CHARACTERS ON A DARK BACKGROUND OR DARK CHARACTERS ON A LIGHT BACKGROUND. 7. WHERE PERMANENT IDENTIFICATION IS PROVIDED FOR ROOMS AND SPACES, SIGNS SHALL BE INSTALLED ON THE WALL ADJACENT TO THE LATCH SIDE OF THE DOOR. WHERE THERE IS NO WALL SPACE TO THE LATCH SIDE OF THE DOOR, INCLUDING AT DOUBLE LEAF DOORS, SIGNS SHALL BE PLACED ON THE NEAREST ADJACENT WALL. MOUNTING HEIGHT SHALL BE 48" MIN. TO THE BASELINE OF THE LOWEST LINE OF BRAILLE CELLS TO 60" MAX. A.F.F. TO THE BASELINE OF THE HIGHEST LINE OF RAISED TEXT. MOUNTING LOCATION FOR SUCH SIGNAGE SHALL BE SO THAT A PERSON MAY APPROACH WITHIN 3" (76 MM) OF SIGNAGE WITHOUT ENCOUNTERING PROTRUDING OBJECTS OR STANDING WITHIN THE SWING OF A DOOR. 36 " 36" 7 A7.0 SCALE: 3/4"=1'-0" (TYP.) THE SURFACE OF EACH PARKING SPACE FOR THE DISABLED IS REQUIRED TO HAVE A 3 FOOT SQUARE "INTERNATIONAL SYMBOL OF ACCESSIBILITY". THE ACCESSIBILITY SYMBOL SHALL BE A STENCILED WHITE FIGURE ON BLUE BACKGROUND (COLOR #15090, FEDERAL STANDARD 595C). FIGURE TO MATCH PROPORTIONS OF FIGURE 11B-703.7.2.1 10 A7.0 ACCESSIBLE IDENTITY SIGNAGE SCALE: NTS 1. ALL DOORWAYS TO HAVE 32" CLEAR ACCESS MINIMUM. 2. UNINTERRUPTED SPACE AT BOTTOM OF DOOR TO BE 10" EXCEPT FOR AUTOMATIC DOORS. 3. NO REVOLVING DOOR ALLOWED FOR ACESSIBLE DOORS. 4. THRESHOLD MAX. HT.=1/2" WITH MAX. VERT. CHANGE OF 1/4". 5. MAXIMUM EFFORT TO OPERATE DOORS SHALL NOT EXCEED 5 POUNDS FOR EXTERIOR DOORS, 5 POUNDS FOR INTERIOR DOORS, AND 15 POUNDS FOR FIRE DOORS WITH DSA APPROVAL. INTERIOR DOORS = 5 POUNDS EXTERIOR DOORS = 5 POUNDS FIRE DOORS = 15 POUNDS COMPRESSED CARPET 1/4" MAX. BELOW THRESHOLD FINISH FLOOR LEVEL THRESHOLD 1/2"MAX. AT 1:2 SLOPE 2'-10" TO 3'-8" A.F.F. PUSH-PULLLEVER DOOR/HANDLE CLEARANCE 1 2" MAX. FOR LATCHING DOORS 1. OPERABLE FROM A SINGLE EFFORT, NO GRASPING OR WRIST MOVEMENT(LEVERS, PUSH-PULL OR PANIC DEVICES). 2. MOUNTED AT 34"-44" HIGH. PER 11B-404.2.7 3. OPENABLE FROM INSIDE WITHOUT USE OF KEY, SPECIAL KNOWLEDGE OR EFFORT. 1/2"MAX. 1/4"MAX. DOOR NOTES HARDWARE NOTES 2 A7.0 GENERAL STANDARDS FOR DOORS SCALE: NTS 1. ACCESSIBLE SPACE MUST PERMIT USE OF EITHER OF THE CAR DOORS. 2. BUMPERS REQUIRED WHEN NO CURB OR BARRIER IS PROVIDED WHICH WILL PREVENT ENCROACHMENT OF CARS OVER WALKWAYS. 3. WHEELCHAIR USERS MUST NOT BE FORCED TO GO BEHIND PARKED CARS OTHER THAN THEIR OWN. 4. WHEN ONLY ONE SPACE IS PROVIDED IT HAS TO BE 17 FT. WIDE TO PROVIDE A 9 FT. PARKING AREA AND A 8 FT. LOADING AND UNLOADING AREA. 5. WHEN MORE THAN 1 SPACE IS REQUIRED, 2 SPACES CAN BE PROVIDED WITHIN A 26' WIDE AREA 6. EACH PARKING SPACE IS REQUIREDTO BE AT LEAST 18' LONG. 7. SURFACE SLOPES OF PARKING AREAS FOR THE DISABLED SHOULD BE MINIMAL, BUT ARE REQUIRED NOT TO EXCEED 1/4" PER FOOT SLOPE IN ANY DIRECTION. 8. RAMPS SHALL NOT ENCROACH INTO ANY PARKING SPACE. 9. ACCESSIBLE SPACE SHALL BE NEAR ACCESSIBLE PRIMARY ENTRANCE OF BUILDING. 10. ONE VAN ACCESSIBLE PARKING SPACE IS REQUIRED FOR EVERY 6 REQUIRED ACCESSIBLE SPACES WITH THE FIRST REQUIRED ACCESSIBLE SPACE BEING VAN ACCESSIBLE. CBC 11B-208.2.4 11. PROVIDE 114" MINIMUM VERTICLE CLEARANCE FOR VAN AND 98" FOR CAR PARKING AREAS. 12. LOADING ZONE SPACES SHALL HAVE A MINIMUM OF 9'-6" VERTICAL CLEARANCE. 13. NON-PARKING PASSENGER LOADING ZONES SHALL PROVIDE AN ACCESS AISLE AT LEAST 60" WIDE AND 20' LONG ADJACENT AND PARALLEL TO THE VEHICLE PULL-UP SPACE. IF THERE ARE CURBS BETWEEN THE ACCESS AISLE ANE THE VEHICLE PULL-UP SPACE, THEN A CURB RAMP SHALL BE PROVIDED. 14. EACH PARKING SPACE REQUIRED FOR THE DISABLED SHALL BE IDENTIFIED BY A SIGN. THE SIGN SHALL INCLUDE THE INTERNATIONAL SYMBOL OF ACCESSIBILITY. THE PARKING LOT SHALL HAVE A SIGN NOT LESS THAN 18" X 24" IN SIZE WITH LETTERING NOT LESS THAN 1" HEIGHT. 15. THE WORDS "NO PARKING" SHALL BE PAINTED ON THE GROUND WITHIN EACH 5 FOOT LOADING/UNLOADING ACCESS AISLE. THIS NOTICE SHALL BE PAINTED IN WHITE LETTERS NO LESS THAN 12" HIGH AND LOCATED SO THAT IT IS VISIBLE TO TRAFFIC ENFORCEMENT OFFICIALS. 16. THE ACCESS AISLE SHALL BE MARKED BY A BORDER THAT IS PAINTED BLUE. WITHIN THAT BLUE BORDER, HATCHED LINES SHALL BE A MAX. 36" O/C & SHALL BE PAINTED WITH A COLOR THAT CONTRASTS W/ THE PARKING SURFACE, PREFERABLY BLUE OR WHITE. PARKING NOTES 3 A7.0 GENERAL STANDARDS FOR ACCESSIBLE PARKING STALLS SCALE: NTS NEW ACCESSIBLE PARKING SIGN TYP. 70" SQ. ON POLE WALK 5'-0" MIN. OPTIONAL 18 ' - 0 " M I N . 9'-0" MIN. SINGLE CAR DOUBLE CAR 5'-0" (CARS) 8'-0" (VANS) 9'-0" MIN. 3'-0" ON CENTER, TYP. TYPICAL SYMBOL 36" SQUARE PER 7A7.0 TACTILE SIGNAGE NOTES GENERAL SIGNAGE NOTES NOTES SINK NOTES 1. WHERE REQUIRED TO BE ACCESSIBLE, PROVIDE A CLEAR SPACE 30"x48" IN FRONT OF SINK. THE CLEAR SPACE MAY EXTEND INTO KNEE AND TOE SPACE UNDER LAV. 2. INSULATE OR COVER ALL WATER AND DRAIN PIPES UNDER SINK. 3. NO SHARP ABRASIVE SURFACES ARE ALLOWED UNDER SINK. 4. FAUCET CONTROLS AND OPERATING MECHANISMS ARE REQUIRED TO BE OPERABLE WITH ONE HAND AND CANNOT REQUIRE GRASPING, PINCHING, OR TWISTING OF WRIST. THE FORCE REQUIRED TO ACTIVATE CONTROLS IS NOT TO EXCEED 5 lbf. LEVER OPERATED, PUSH TYPE AND ELECTRONICALLY CONTROLLED MECHANISMS ARE EXAMPLES OF ACCEPTABLE DESIGN. 5. SINK SHALL BE MAX 6 1/2" DEEP 6. SINK RIM MOUNTED MAX 34" AFF. KNEE SPACE 27" HIGH BY 19" DEEP BY 30" WIDE REQ'D. 7. KNEE AND TOE CLEARANCE PER CBC 11B-306 4 A7.0 GENERAL STANDARDS FOR SINKS SCALE: NTS 1. PROVIDE A CLEAR SPACE 30"x48" IN FRONT OF LAV. THE CLEAR SPACE MAY EXTEND INTO KNEE AND TOE SPACE UNDER LAV. 2. INSULATE OR COVER ALL WATER AND DRAIN PIPES UNDER LAVATORIES. 3. NO SHARP ABRASIVE SURFACES ARE ALLOWED UNDER LAVATORIES. 4. FAUCET CONTROLS AND OPERATING MECHANISMS ARE REQUIRED TO BE OPERABLE WITH ONE HAND AND CANNOT REQUIRE GRASPING, PINCHING, OR TWISTING OF WRIST. THE FORCE REQUIRED TO ACTIVATE CONTROLS IS NOT TO EXCEED 5 lbf. LEVER OPERATED, PUSH TYPE AND ELECTRONICALLY CONTROLLED MECHANISMS ARE EXAMPLES OF ACCEPTABLE DESIGN. 6. SELF CLOSING VALVES ARE ALLOWED IF THE FAUCET REMAINS OPEN FOR AT LEAST 10 SECONDS. 7. IF A MIN. 9" HEIGHT OF TO CLEARANCE IS PROVIDED, A MAX. OF 6" OF THE 48" OF CLEAR FLOOR SPACE REQUIRED AT THE FIXTURE MAY EXTEND INTO THE TOE SPACE. LAVATORY NOTES 8 A7.0 GENERAL STANDARDS FOR LAVATORIES SCALE: 3/4"=1'-0" BRACE TO WALL INSULATE HOT & COLD WATER AND DRAIN PIPES 11 A7.0 DOME PAVER DETAIL SCALE: 1-1/2"=1'-0" INTERNATIONAL SYMBOL OF ACCESSIBILITY EXIT ROUTE 12" 3 8" 8" EXIT ROUTE 14" THICK 8" ACCESSIBLE ROUTE 14" THICK 9" MI N . 27 " M I N . 29 " M I N . 34 " M A X . 40 " M A X . 6" MAX. 8" MIN. 17" MIN. 17" MIN. 18 " M I N . TO C / L 30 " M I N . 19" MAX. 48" MIN. 48 " M I N . 60 " M A X . 48 " M I N . 2.3" TO 2.4" APART 0.45" TO 0.47" AT TOP 0.9" TO 0.92" AT BTM. 0. 2 " H T . TAPERED EDGES WHERE EXPOSED PROVIDE 12" X 12" CONTRASTING COLOR QUARRY-TILE PRODUCT AS 'TERRAPAVER' MANUF. WAUSAU TILE CO. (715) 359-3121 DETECTABLE WARNINGS SHALL COMPLY WITH CBC 11B-705.1. ONLY DSA-AC DETECTABLE WARNING PRODUCTS ARE INSTALLED. 2.3" TO 2.4" APART CL CL CL TILE JOINT CONTRAST COLOR (PER CBC 11B-705.1.1.3): YELLOW PER FS 33538 1 2 2. 3 5 " CL CL CL CL 3"3" 3" 3" 8" MIN. 11" MIN. 19" MIN. 9" M I N . NO PARKING 9"9" MIN. 0.65" BASE SPACING MAXIMUM OCCUPANCY 14" THICK ### MAXIMUM OCCUPANCY 8" 12" ALL-GENDER 14" THICK GRAB BAR 40 " M A X . 1 1/2"1 1/2" 1 1/4" TO 1. LOCATE GRAB BARS ON EACH SIDE OR ON ONE SIDE AND IN BACK OF TOILET, 33" TO 36" ABOVE AND PARALLEL TO FLOOR TO TOP OF GRIPPING SURFACE. BARS AT SIDE TO BE 42" LONG. BARS IN BACK TO BE MIN. 36" LONG. 2. DIAMETER OR WIDTH OF GRIPPING SURFACE IS REQUIRED TO BE TO 1 1/2" OR SHAPE IS TO PROVIDE AN EQUIVALENT GRIPPING SURFACE. IF GRAB BARS ARE MOUNTED ADJACENT TO WALL, THE SPACE BETWEEN WALL AND BAR IS TO BE 1 1/2". 3. GRAB BARS SHALL NOT ROTATE IN THEIR FITTINGS. 4. GRAB BARS AND MOUNTINGS SHALL WITHSTAND 250 LBS. POINT LOAD. 1. WHERE TOWEL, SANITARY NAPKIN AND WASTE RECEPTACLES AND SIMILAR DISPENSING AND DISPOSAL FIXTURES ARE PROVIDED, AT LEAST ONE OF EACH TYPE IS TO BE LOCATED WITH ALL OPERABLE PARTS, INCLUDING COIN SLOTS, WITHIN 40" FROM THE FLOOR. 2. MOUNT MIRRORS WITH BOTTOM OF REFLECTIVE SURFACE EDGE NO MORE THAN 40" FROM FLOOR. 3. LOCATE TOILET TISSUE DISPENSERS ON WALL 7" TO 9" FROM FRONT EDGE OF TOILET SEAT AND 19" MIN. AFF. TOILET ACCESSORIES GRAB BARS ACCESSIBILITY COMPLIANCE NOTES 1 A7.0 GENERAL STANDARDS FOR TOILET ACCESSORIES SCALE: NTS TOILET 33" TO 36" TO TOP OF GRIPPING SURFACE CL 3'-0" 1'-0"2'-0" 1. ACCESSIBLE SIGNAGE PER CBC 11B-703 & 11B-604.8.2.2 SHALL BE PROVIDED AT TOILET FACILITIES. SIGNS TO HAVE RAISED LETTERS PLUS BRAILLE, AND ARE TO BE INSTALLED 48" MIN. AFF OR GROUND SURFACE, MEASURED FROM THE BASELINE OF THE LOWEST BRAILLE CELLS AND 60" MAX. AFF OR GROUND SURFACE, MEASURED FROM THE BASELINE OF THE HIGHEST LINE OF RAISED CHARACTERS. SIGN SHALL BE LOCATED ADJACENT TO LATCH SIDE OF DOOR. 2. ALL DOORS SHALL COMPLY WITH CBC 1007, 1010, 11B-206.5, AND 11B-404, AS APPLICABLE. DOOR HARDWARE SHALL BE LEVER OR PUSH TYPE, MOUNTED 34" TO 44" ABOVE THE FLOOR, PER CBC 11B-404.2.7. ALL DOORS SHALL BE 3'-0" WIDE, PER CBC 11B-404.2.3. 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 HINGED DOORS. AT REQUIRED FIRE DOORS, MAX. OPERATING EFFORT MAY BE INCREASED TO 15 LBS. 4. PER CBC 11B-302 & 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 THAN 1/2" LOWER THAN THE THRESHOLD OR THE DOORWAY. 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 CONDITION. 6. TELEPHONES SHALL BE HEARING AID COMPATIBLE WITH VOLUME CONTROLS CAPABLE OF MIN. 12 DBA / MAX 18 DBA ABOVE NORMAL. PROVIDE PUSH-BUTTON CONTROLS AND MIN. 29" CORD TO HANDSET. 7. SINKS AND LAVATORIES SHALL COMPLY WITH ADA SEC. 4.19 AND THE FOLLOWING: a) A MINIMUM OF 30" x 48" CLEAR SPACE SHALL BE PROVIDED IN FRONT OF THE LAVATORY . b) THE CLEAR SPACE BENEATH LAVATORIES SHALL BE 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 / COUNTER TOP SHALL BE 34" HEIGHT MAX. c) ALL WATER AND DRAIN PIPES UNDER THE LAVATORY SHALL BE INSULATED. d) FAUCET CONTROLS SHALL HAVE AN OPERATING FORCE OF NOT GREATER THAN 5 POUNDS. 8. ALL FLOORS TO BE SLIP-RESISTANT. 9. CHANGES IN LEVEL: CHANGES IN LEVEL OF 1 4" HIGH MAXIMUM SHALL BE PERMITTED TO BE VERTICAL AND WITHOUT EDGE TREATMENT. CHANGES IN LEVEL BETWEEN 1 4" HIGH MIN. AND 1 2" HIGH MAX. SHALL BE BEVELED WITH A SLOPE NOT STEEPER THAN 1:2. CHANGES IN LEVEL GREATER THEN 1 2" HIGH SHALL BE RAMPED, AND SHALL COMPLY WITH SECTION 11B-405 OR 11B-406 (CBC 11B-303) PLAN 60 " MI N . ELEVATION 24 " MI N 18" MIN. 17"- 18" 1. SUFFICIENT SPACE IS REQUIRED IN TOILET ROOM FOR A WHEELCHAIR MEASURING 30" WIDE BY 48" LONG TO ENTER ROOM AND PERMIT DOOR TO CLOSE. 2. WHEN THE DOOR IS LOCATED IN CORRIDOR SIDEWALL AND SWINGS INTO CORRIDOR, MIN. WIDTH OF CORRIDOR SHALL BE 60" UNLESS OTHER STATE OR LOCAL BUILDING CODES ALLOW LESSER CORRIDOR WIDTH. 3. ALL TOILETS TO HAVE FLUSH HANDLES ON WHEELCHAIR ACCESS SIDE (INCLUDING TANK TOILETS) 4. FLUSH CONTROL SHALL BE AN OSILLATING HANDLE WITH MAX. 3 lbs. OPERATING FORCE, ELECTRIC OPERATION OR APPROVED EQUAL. 5. TOILET TISSUE DISPENSERS SHALL BE LOCATED ON THE WALL 7" TO 9" FROM THE FRONT EDGE OF THE TOILET SEAT, AND HAVE CONTINUOUS PAPER FLOW. 6. FORWARD APPROACH - MANEUVERING CLEARANCE SHALL BE PROVIDED FOR ALCOVE, MIN. 36" WIDE WHERE DEPTH EXCEEDS 24". - PER CBC 11B-305.7.1 TOILET NOTES PRIVACY LOCK DOOR 32" MIN. CLEAR FLUSH CONTROL LOCATED ON WIDE SIDE OF TOILET MAX 44" AFF 36" MIN. GRAB BAR 42" MIN GRAB BAR ROLL PAPER HOLDER 60"CL. 5 A7.0 ACCESSIBLE SINGLE OCC. TOILET SCALE: 3/4"=1'-0" 42" MIN. GRAB BAR12" MAX. 33 " M I N - 3 6 " M A X A. F . F . T O P O F GR I P S U R F A C E 17 " - 1 9 " 7"-9" 54" MIN. 60" MIN. 19 " MI N . 56 " M I N . MATERIALPRODUCTTRADENAMEMODELNUMBER 6 A7.0 ACCESSIBLE PARKING AUTHORIZATION SIGN SCALE: 3/4"=1'-0" 9 A7.0 ACCESSIBLE PARKING STALL SIGN SCALE: 3/4"=1'-0" 36 " 36 " NOTE: SIGNS SHALL BE PORCELAIN ON STEEL W/ REFLECTORIZED BEADED TEXT.12" 12" NOTE: SIGNS SHALL BE PORCELAIN ON STEEL W/ REFLECTORIZED BEADED TEXT. VAN ACCESSIBLE SIGN WHITE SYMBOL & LETTERING ON BLUE BACKGROUND H/C PARKING SIGN 2X2 STL. OR ALUM. TUBE PRIME AND PAINT 2 COATS FLAT BLACK FINE SIGNAGE 2-1/4" DIA. STANLESS SELF-TAPPING SCREWS OR BOLTS AT EACH SIGN,TYP. 80 " MIN. SIGN AREA 70 SQ. INCHES 18 " FINISH GRADE GALV. STL. TUBE SLEEVE ACCESSIBLE VAN MINIMUM FINE $250 12 " 3" 12" 1" HIGH LETTERING W/ THE FOLLOWING MESSAGE: UNAUTHORIZED VEHICLES PARKED IN DESIGNATED ACCESSIBLE SPACES NOT DISPLAYING DISTINGUISHING PLACARDS OR SPECIAL LICENSE PLATES ISSUED FOR PERSONS WITH DISABILITIES WILL BE TOWED AWAY AT OWNER'S EXPENSE. TOWED VEHICLES MAY BE RECLAIMED BY TELEPHONING THE POLICE DEPARTMENT: (714) 245-8665 17" 3" GALV. STL. TUBE SLEEVE 2X3 STL. OR ALUM. TUBE PRIME AND PAINT 2 COATS FLAT BLACK 22 " 12 " 80 " 6" FINISH GRADE EXIT 12" 3 8" 8" EXIT 14" THICK EXIT EXIT ROUTE SIGNAGE LOCATION, TYP. 17 " T O 1 9 " DE P T H ASSISTIVE LISTENING SYSTEMS AVAILABLE ASSISTIVE LISTENING SYSTEMS 14" THICK 12"SHEET NO. 2402 REVISIONS: 4/12/2024DATE: PROJECT NO. PERMIT NO. Dr . B e s h a i A S C 20 1 0 E . 1 s t S t r e e t , S t e . 2 0 0 & 2 1 0 , S a n t a A n a , C A 9 2 7 0 5 Ne w A m b u l a t o r y C a r e F a c i l i t y T e n a n t I m p r o v e m e n t A-7.0 DETAILS ACCESSIBILITY 2010 E First St Units #200 & 2102/19/2025 SHEET NO. REVISIONS: DATE: PROJECT NO.2402 04/12/2024 Dr . B e s h a i A S C Ne w A m b u l a t o r y C a r e F a c i l i t y T e n a n t I m p r o v e m e n t 20 1 0 E . 1 s t S t r e e t , S t e . 2 0 0 & 2 1 0 , S a n t a A n a , C A 9 2 7 0 5 2010 E First St Units #200 & 2102/19/2025 SHEET NO. REVISIONS: DATE: PROJECT NO.2402 04/12/2024 Dr . B e s h a i A S C Ne w A m b u l a t o r y C a r e F a c i l i t y T e n a n t I m p r o v e m e n t 20 1 0 E . 1 s t S t r e e t , S t e . 2 0 0 & 2 1 0 , S a n t a A n a , C A 9 2 7 0 5 2010 E First St Units #200 & 2102/19/2025 SHEET NO. REVISIONS: DATE: PROJECT NO.2402 04/12/2024 Dr . B e s h a i A S C Ne w A m b u l a t o r y C a r e F a c i l i t y T e n a n t I m p r o v e m e n t 20 1 0 E . 1 s t S t r e e t , S t e . 2 0 0 & 2 1 0 , S a n t a A n a , C A 9 2 7 0 5 2010 E First St Units #200 & 2102/19/2025 SHEET NO. REVISIONS: DATE: PROJECT NO.2402 04/12/2024 Dr . B e s h a i A S C Ne w A m b u l a t o r y C a r e F a c i l i t y T e n a n t I m p r o v e m e n t 20 1 0 E . 1 s t S t r e e t , S t e . 2 0 0 & 2 1 0 , S a n t a A n a , C A 9 2 7 0 5 2010 E First St Units #200 & 2102/19/2025 SHEET NO. REVISIONS: DATE: PROJECT NO.2402 04/12/2024 Dr . B e s h a i A S C Ne w A m b u l a t o r y C a r e F a c i l i t y T e n a n t I m p r o v e m e n t 20 1 0 E . 1 s t S t r e e t , S t e . 2 0 0 & 2 1 0 , S a n t a A n a , C A 9 2 7 0 5 2010 E First St Units #200 & 2102/19/2025 SHEET NO. REVISIONS: DATE: PROJECT NO.2402 04/12/2024 Dr . B e s h a i A S C Ne w A m b u l a t o r y C a r e F a c i l i t y T e n a n t I m p r o v e m e n t 20 1 0 E . 1 s t S t r e e t , S t e . 2 0 0 & 2 1 0 , S a n t a A n a , C A 9 2 7 0 5 2010 E First St Units #200 & 2102/19/2025 SHEET NO. REVISIONS: DATE: PROJECT NO.2402 04/12/2024 Dr . B e s h a i A S C Ne w A m b u l a t o r y C a r e F a c i l i t y T e n a n t I m p r o v e m e n t 20 1 0 E . 1 s t S t r e e t , S t e . 2 0 0 & 2 1 0 , S a n t a A n a , C A 9 2 7 0 5 2010 E First St Units #200 & 2102/19/2025 SHEET NO. REVISIONS: DATE: PROJECT NO.2402 04/12/2024 Dr . B e s h a i A S C Ne w A m b u l a t o r y C a r e F a c i l i t y T e n a n t I m p r o v e m e n t 20 1 0 E . 1 s t S t r e e t , S t e . 2 0 0 & 2 1 0 , S a n t a A n a , C A 9 2 7 0 5 2010 E First St Units #200 & 2102/19/2025 SHEET NO. REVISIONS: DATE: PROJECT NO.2402 04/12/2024 Dr . B e s h a i A S C Ne w A m b u l a t o r y C a r e F a c i l i t y T e n a n t I m p r o v e m e n t 20 1 0 E . 1 s t S t r e e t , S t e . 2 0 0 & 2 1 0 , S a n t a A n a , C A 9 2 7 0 5 2010 E First St Units #200 & 2102/19/2025 SHEET NO. REVISIONS: DATE: PROJECT NO.2402 04/12/2024 Dr . B e s h a i A S C Ne w A m b u l a t o r y C a r e F a c i l i t y T e n a n t I m p r o v e m e n t 20 1 0 E . 1 s t S t r e e t , S t e . 2 0 0 & 2 1 0 , S a n t a A n a , C A 9 2 7 0 5 — 2010 E First St Units #200 & 2102/19/2025 SHEET NO. REVISIONS: DATE: PROJECT NO. 2402 04/12/2024 Dr . B e s h a i A S C Ne w A m b u l a t o r y C a r e F a c i l i t y T e n a n t I m p r o v e m e n t 20 1 0 E . 1 s t S t r e e t , S t e . 2 0 0 & 2 1 0 , S a n t a A n a , C A 9 2 7 0 5 Typo Error Should be "C" MSmith (19) 2010 E First St Units #200 & 2102/19/2025 SHEET NO. REVISIONS: DATE: PROJECT NO.2402 04/12/2024 Dr . B e s h a i A S C Ne w A m b u l a t o r y C a r e F a c i l i t y T e n a n t I m p r o v e m e n t 20 1 0 E . 1 s t S t r e e t , S t e . 2 0 0 & 2 1 0 , S a n t a A n a , C A 9 2 7 0 5 2010 E First St Units #200 & 2102/19/2025 SHEET NO. REVISIONS: DATE: PROJECT NO.2402 04/12/2024 Dr . B e s h a i A S C Ne w A m b u l a t o r y C a r e F a c i l i t y T e n a n t I m p r o v e m e n t 20 1 0 E . 1 s t S t r e e t , S t e . 2 0 0 & 2 1 0 , S a n t a A n a , C A 9 2 7 0 5 PANEL-EESPANEL-EEQ 2010 E First St Units #200 & 2102/19/2025 SHEET NO. REVISIONS: DATE: PROJECT NO.2402 04/12/2024 Dr . B e s h a i A S C Ne w A m b u l a t o r y C a r e F a c i l i t y T e n a n t I m p r o v e m e n t 20 1 0 E . 1 s t S t r e e t , S t e . 2 0 0 & 2 1 0 , S a n t a A n a , C A 9 2 7 0 5 2010 E First St Units #200 & 2102/19/2025 SHEET NO. REVISIONS: DATE: PROJECT NO.2402 04/12/2024 Dr . B e s h a i A S C Ne w A m b u l a t o r y C a r e F a c i l i t y T e n a n t I m p r o v e m e n t 20 1 0 E . 1 s t S t r e e t , S t e . 2 0 0 & 2 1 0 , S a n t a A n a , C A 9 2 7 0 5 2010 E First St Units #200 & 2102/19/2025 SHEET NO. REVISIONS: DATE: PROJECT NO.2402 04/12/2024 Dr . B e s h a i A S C Ne w A m b u l a t o r y C a r e F a c i l i t y T e n a n t I m p r o v e m e n t 20 1 0 E . 1 s t S t r e e t , S t e . 2 0 0 & 2 1 0 , S a n t a A n a , C A 9 2 7 0 5 2010 E First St Units #200 & 2102/19/2025 210 OR 212 OR 213 ALL GENDER RESTROOM209 CLEAN UTILITY 208 SOILED UTILITY 218 ELECTRICAL 202 STORAGE 203 WORK AREA 207 ALL GENDER RESTROOM 219 RECEPTION OFFICE 214 STERILE STOR. 201 ADMIN. OFFICE 217 NURSE STATION 206 JANITOR SOIL LIN. 205 MEDICAL GAS 216 RECOVERY 211 STOR. 221 ALL GENDER RESTROOM 204 HALLWAY 215 STERILE CORE 220 WAITING 222 RECEPTION 223 OFFICE 224 EXAM 225 EXAM 226 PROCEDURE 231 EXAM 227 OFFICE 230 EXAM 229 MECHANICAL 228 OFFICE 232 HALLWAY 200 WAITING S O V V V S O V V V S S S S S S S SHEET NO. REVISIONS: DATE: PROJECT NO.2402 04/12/2024 Dr . B e s h a i A S C Ne w A m b u l a t o r y C a r e F a c i l i t y T e n a n t I m p r o v e m e n t 20 1 0 E . 1 s t S t r e e t , S t e . 2 0 0 & 2 1 0 , S a n t a A n a , C A 9 2 7 0 5 2010 E First St Units #200 & 2102/19/2025 BAY-1 210 OR 212 OR 213 ALL GENDER RESTROOM 209 CLEAN UTILITY 208 SOILED UTILITY 218 ELECTRICAL 202 STORAGE 203 WORK AREA 207 ALL GENDER RESTROOM 219 RECEPTION OFFICE 214 STERILE STOR. 201 ADMIN. OFFICE 200 WAITING 217 NURSE STATION 206 JANITOR SOIL LIN. 205 MEDICAL GAS 216 RECOVERY BAY-2 BAY-3 WH 211 STOR. 221 ALL GENDER RESTROOM 204 HALLWAY 215 STERILE CORE 220 WAITING 222 RECEPTION 223 OFFICE 224 EXAM 225 EXAM 226 PROCEDURE 231 EXAM 227 OFFICE 230 EXAM 229 MECHANICAL 228 OFFICE 21 OVVVOVVVOVVV PP +42" +42" +42" +42" GFI+42" GFI +42" GFI USBUSB USBUSB USBUSB USB +42"+42" +42" GFI +42" GFI J TV +80" EC+60" TV +80" EC+60" +42"+42"+42"+42" EC+42" J 220V NEMA EC+42" J220V NEMA ECEC+42" GFI +42" +42" +42" +42" GFI +42" +42" VACO2 GFI MICRO +60" +42" GFI USB +88" GFI GFI 232 HALLWAY TV +60" J J SHEET NO. REVISIONS: DATE: PROJECT NO.2402 04/12/2024 Dr . B e s h a i A S C Ne w A m b u l a t o r y C a r e F a c i l i t y T e n a n t I m p r o v e m e n t 20 1 0 E . 1 s t S t r e e t , S t e . 2 0 0 & 2 1 0 , S a n t a A n a , C A 9 2 7 0 5 2010 E First St Units #200 & 2102/19/2025 SHEET NO. REVISIONS: DATE: PROJECT NO.2402 04/12/2024 Dr . B e s h a i A S C Ne w A m b u l a t o r y C a r e F a c i l i t y T e n a n t I m p r o v e m e n t 20 1 0 E . 1 s t S t r e e t , S t e . 2 0 0 & 2 1 0 , S a n t a A n a , C A 9 2 7 0 5 2010 E First St Units #200 & 2102/19/2025 SHEET NO. REVISIONS: DATE: PROJECT NO.2402 04/12/2024 Dr . B e s h a i A S C Ne w A m b u l a t o r y C a r e F a c i l i t y T e n a n t I m p r o v e m e n t 20 1 0 E . 1 s t S t r e e t , S t e . 2 0 0 & 2 1 0 , S a n t a A n a , C A 9 2 7 0 5 AIR BALANCE DATA (ROOM 209-CLEAN UTIITY) AIR BALANCE DATA (ROOM 208-SOILED UTILITY)AIR BALANCE DATA (ROOM 210-OR) AIR BALANCE DATA (ROOM 212-OR) 2010 E First St Units #200 & 2102/19/2025 SHEET NO. REVISIONS: DATE: PROJECT NO.2402 04/12/2024 Dr . B e s h a i A S C Ne w A m b u l a t o r y C a r e F a c i l i t y T e n a n t I m p r o v e m e n t 20 1 0 E . 1 s t S t r e e t , S t e . 2 0 0 & 2 1 0 , S a n t a A n a , C A 9 2 7 0 5 2010 E First St Units #200 & 2102/19/2025 SHEET NO. REVISIONS: DATE: PROJECT NO.2402 04/12/2024 Dr . B e s h a i A S C Ne w A m b u l a t o r y C a r e F a c i l i t y T e n a n t I m p r o v e m e n t 20 1 0 E . 1 s t S t r e e t , S t e . 2 0 0 & 2 1 0 , S a n t a A n a , C A 9 2 7 0 5 2010 E First St Units #200 & 2102/19/2025 S O V V V S O V V V S S S S S S S OVVVOVVVOVVV 210 OR 212 OR 213 ALL GENDER RESTROOM209 CLEAN UTILITY 208 SOILED UTILITY 218 ELECTRICAL 202 STORAGE 203 WORK AREA 207 ALL GENDER RESTROOM 219 RECEPTION OFFICE 214 STERILE STOR. 201 ADMIN. OFFICE 217 NURSE STATION 206 JANITOR SOIL LIN. 205 MEDICAL GAS 216 RECOVERY 211 STOR. 221 ALL GENDER RESTROOM 204 HALLWAY 215 STERILE CORE 220 WAITING 222 RECEPTION 223 OFFICE 224 EXAM 225 EXAM 226 PROCEDURE 231 EXAM 227 OFFICE 230 EXAM 229 MECHANICAL 228 OFFICE 232 HALLWAY 200 WAITING SHEET NO. REVISIONS: DATE: PROJECT NO.2402 04/12/2024 Dr . B e s h a i A S C Ne w A m b u l a t o r y C a r e F a c i l i t y T e n a n t I m p r o v e m e n t 20 1 0 E . 1 s t S t r e e t , S t e . 2 0 0 & 2 1 0 , S a n t a A n a , C A 9 2 7 0 5 2010 E First St Units #200 & 2102/19/2025 SHEET NO. REVISIONS: DATE: PROJECT NO.2402 04/12/2024 Dr . B e s h a i A S C Ne w A m b u l a t o r y C a r e F a c i l i t y T e n a n t I m p r o v e m e n t 20 1 0 E . 1 s t S t r e e t , S t e . 2 0 0 & 2 1 0 , S a n t a A n a , C A 9 2 7 0 5 2010 E First St Units #200 & 2102/19/2025 SHEET NO. REVISIONS: DATE: PROJECT NO.2402 04/12/2024 Dr . B e s h a i A S C Ne w A m b u l a t o r y C a r e F a c i l i t y T e n a n t I m p r o v e m e n t 20 1 0 E . 1 s t S t r e e t , S t e . 2 0 0 & 2 1 0 , S a n t a A n a , C A 9 2 7 0 5 2010 E First St Units #200 & 2102/19/2025 SHEET NO. REVISIONS: DATE: PROJECT NO.2402 04/12/2024 Dr . B e s h a i A S C Ne w A m b u l a t o r y C a r e F a c i l i t y T e n a n t I m p r o v e m e n t 20 1 0 E . 1 s t S t r e e t , S t e . 2 0 0 & 2 1 0 , S a n t a A n a , C A 9 2 7 0 5 2010 E First St Units #200 & 2102/19/2025 BAY-1 210 OR 212 OR 213 ALL GENDER RESTROOM 209 CLEAN UTILITY 208 SOILED UTILITY 218 ELECTRICAL 202 STORAGE 203 WORK AREA 207 ALL GENDER RESTROOM 219 RECEPTION OFFICE 214 STERILE STOR. 201 ADMIN. OFFICE 200 WAITING 217 NURSE STATION 206 JANITOR SOIL LIN. 205 MEDICAL GAS 216 RECOVERY BAY-2 BAY-3 WH 211 STOR. 221 ALL GENDER RESTROOM 204 HALLWAY 215 STERILE CORE 220 WAITING 222 RECEPTION 223 OFFICE 224 EXAM 225 EXAM 226 PROCEDURE 231 EXAM 227 OFFICE 230 EXAM 229 MECHANICAL 228 OFFICE 21 OVVVOVVVOVVV PP 232 HALLWAY O V V V S O V V V S OVVVOVVVOVVV SHEET NO. REVISIONS: DATE: PROJECT NO.2402 04/12/2024 Dr . B e s h a i A S C Ne w A m b u l a t o r y C a r e F a c i l i t y T e n a n t I m p r o v e m e n t 20 1 0 E . 1 s t S t r e e t , S t e . 2 0 0 & 2 1 0 , S a n t a A n a , C A 9 2 7 0 5 2010 E First St Units #200 & 2102/19/2025 BAY-1 210 OR 212 OR 213 ALL GENDER RESTROOM 209 CLEAN UTILITY 208 SOILED UTILITY 218 ELECTRICAL 202 STORAGE 203 WORK AREA 207 ALL GENDER RESTROOM 219 RECEPTION OFFICE 214 STERILE STOR. 201 ADMIN. OFFICE 200 WAITING 217 NURSE STATION 206 JANITOR SOIL LIN. 205 MEDICAL GAS 216 RECOVERY BAY-2 BAY-3 WH 211 STOR. 221 ALL GENDER RESTROOM 204 HALLWAY 215 STERILE CORE 220 WAITING 222 RECEPTION 223 OFFICE 224 EXAM 225 EXAM 226 PROCEDURE 231 EXAM 227 OFFICE 230 EXAM 229 MECHANICAL 228 OFFICE 21 OVVVOVVVOVVV PP 232 HALLWAY O V V V S O V V V S OVVVOVVVOVVV SHEET NO. REVISIONS: DATE: PROJECT NO.2402 04/12/2024 Dr . B e s h a i A S C Ne w A m b u l a t o r y C a r e F a c i l i t y T e n a n t I m p r o v e m e n t 20 1 0 E . 1 s t S t r e e t , S t e . 2 0 0 & 2 1 0 , S a n t a A n a , C A 9 2 7 0 5 2010 E First St Units #200 & 2102/19/2025 SHEET NO. REVISIONS: DATE: PROJECT NO.2402 04/12/2024 Dr . B e s h a i A S C Ne w A m b u l a t o r y C a r e F a c i l i t y T e n a n t I m p r o v e m e n t 20 1 0 E . 1 s t S t r e e t , S t e . 2 0 0 & 2 1 0 , S a n t a A n a , C A 9 2 7 0 5 − −− −− 2010 E First St Units #200 & 2102/19/2025 SHEET NO. REVISIONS: DATE: PROJECT NO.2402 04/12/2024 Dr . B e s h a i A S C Ne w A m b u l a t o r y C a r e F a c i l i t y T e n a n t I m p r o v e m e n t 20 1 0 E . 1 s t S t r e e t , S t e . 2 0 0 & 2 1 0 , S a n t a A n a , C A 9 2 7 0 5 ⁄ “”“”“ ”“”“” 2010 E First St Units #200 & 2102/19/2025 SHEET NO. REVISIONS: DATE: PROJECT NO.2402 04/12/2024 Dr . B e s h a i A S C Ne w A m b u l a t o r y C a r e F a c i l i t y T e n a n t I m p r o v e m e n t 20 1 0 E . 1 s t S t r e e t , S t e . 2 0 0 & 2 1 0 , S a n t a A n a , C A 9 2 7 0 5 2010 E First St Units #200 & 2102/19/2025 SHEET NO. REVISIONS: DATE: PROJECT NO.2402 04/12/2024 Dr . B e s h a i A S C Ne w A m b u l a t o r y C a r e F a c i l i t y T e n a n t I m p r o v e m e n t 20 1 0 E . 1 s t S t r e e t , S t e . 2 0 0 & 2 1 0 , S a n t a A n a , C A 9 2 7 0 5 2010 E First St Units #200 & 2102/19/2025 SHEET NO. REVISIONS: DATE: PROJECT NO.2402 04/12/2024 Dr . B e s h a i A S C Ne w A m b u l a t o r y C a r e F a c i l i t y T e n a n t I m p r o v e m e n t 20 1 0 E . 1 s t S t r e e t , S t e . 2 0 0 & 2 1 0 , S a n t a A n a , C A 9 2 7 0 5 2010 E First St Units #200 & 2102/19/2025 SHEET NO. REVISIONS: DATE: PROJECT NO.2402 04/12/2024 Dr . B e s h a i A S C Ne w A m b u l a t o r y C a r e F a c i l i t y T e n a n t I m p r o v e m e n t 20 1 0 E . 1 s t S t r e e t , S t e . 2 0 0 & 2 1 0 , S a n t a A n a , C A 9 2 7 0 5 2010 E First St Units #200 & 2102/19/2025 SHEET NO. REVISIONS: DATE: PROJECT NO.2402 04/12/2024 Dr . B e s h a i A S C Ne w A m b u l a t o r y C a r e F a c i l i t y T e n a n t I m p r o v e m e n t 20 1 0 E . 1 s t S t r e e t , S t e . 2 0 0 & 2 1 0 , S a n t a A n a , C A 9 2 7 0 5 2010 E First St Units #200 & 2102/19/2025 SHEET NO. REVISIONS: DATE: PROJECT NO.2402 04/12/2024 Dr . B e s h a i A S C Ne w A m b u l a t o r y C a r e F a c i l i t y T e n a n t I m p r o v e m e n t 20 1 0 E . 1 s t S t r e e t , S t e . 2 0 0 & 2 1 0 , S a n t a A n a , C A 9 2 7 0 5 2010 E First St Units #200 & 2102/19/2025 SHEET NO. REVISIONS: DATE: PROJECT NO.2402 04/12/2024 Dr . B e s h a i A S C Ne w A m b u l a t o r y C a r e F a c i l i t y T e n a n t I m p r o v e m e n t 20 1 0 E . 1 s t S t r e e t , S t e . 2 0 0 & 2 1 0 , S a n t a A n a , C A 9 2 7 0 5 2010 E First St Units #200 & 2102/19/2025 SHEET NO. REVISIONS: DATE: PROJECT NO.2402 04/12/2024 Dr . B e s h a i A S C Ne w A m b u l a t o r y C a r e F a c i l i t y T e n a n t I m p r o v e m e n t 20 1 0 E . 1 s t S t r e e t , S t e . 2 0 0 & 2 1 0 , S a n t a A n a , C A 9 2 7 0 5 2010 E First St Units #200 & 2102/19/2025 BAY-1 210 OR 212 OR 213 ALL GENDER RESTROOM 209 CLEAN UTILITY 208 SOILED UTILITY 218 ELECTRICAL 202 STORAGE 203 WORK AREA 207 ALL GENDER RESTROOM 219 RECEPTION OFFICE 214 STERILE STOR. 201 ADMIN. OFFICE 200 WAITING 217 NURSE STATION 206 JANITOR SOIL LIN. 205 MEDICAL GAS 216 RECOVERY BAY-2 BAY-3 WH 211 STOR. 221 ALL GENDER RESTROOM 204 HALLWAY 215 STERILE CORE 220 WAITING 222 RECEPTION 223 OFFICE 224 EXAM 225 EXAM 226 PROCEDURE 231 EXAM 227 OFFICE 230 EXAM 229 MECHANICAL 228 OFFICE 21 OVVVOVVVOVVV PP 232 HALLWAY SHEET NO. REVISIONS: DATE: PROJECT NO.2402 04/12/2024 Dr . B e s h a i A S C Ne w A m b u l a t o r y C a r e F a c i l i t y T e n a n t I m p r o v e m e n t 20 1 0 E . 1 s t S t r e e t , S t e . 2 0 0 & 2 1 0 , S a n t a A n a , C A 9 2 7 0 5 2010 E First St Units #200 & 2102/19/2025 BAY-1 210 OR 212 OR 213 ALL GENDER RESTROOM 209 CLEAN UTILITY 208 SOILED UTILITY 218 ELECTRICAL 202 STORAGE 203 WORK AREA 207 ALL GENDER RESTROOM 219 RECEPTION OFFICE 214 STERILE STOR. 201 ADMIN. OFFICE 200 WAITING 217 NURSE STATION 206 JANITOR SOIL LIN. 205 MEDICAL GAS 216 RECOVERY BAY-2 BAY-3 WH 211 STOR. 221 ALL GENDER RESTROOM 204 HALLWAY 215 STERILE CORE 220 WAITING 222 RECEPTION 223 OFFICE 224 EXAM 225 EXAM 226 PROCEDURE 231 EXAM 227 OFFICE 230 EXAM 229 MECHANICAL 228 OFFICE 21 OVVVOVVVOVVV PP 232 HALLWAY SHEET NO. REVISIONS: DATE: PROJECT NO.2402 04/12/2024 Dr . B e s h a i A S C Ne w A m b u l a t o r y C a r e F a c i l i t y T e n a n t I m p r o v e m e n t 20 1 0 E . 1 s t S t r e e t , S t e . 2 0 0 & 2 1 0 , S a n t a A n a , C A 9 2 7 0 5 2010 E First St Units #200 & 2102/19/2025 SHEET NO. REVISIONS: DATE: PROJECT NO.2402 04/12/2024 Dr . B e s h a i A S C Ne w A m b u l a t o r y C a r e F a c i l i t y T e n a n t I m p r o v e m e n t 20 1 0 E . 1 s t S t r e e t , S t e . 2 0 0 & 2 1 0 , S a n t a A n a , C A 9 2 7 0 5 2010 E First St Units #200 & 2102/19/2025 SHEET NO. REVISIONS: DATE: PROJECT NO.2402 04/12/2024 Dr . B e s h a i A S C Ne w A m b u l a t o r y C a r e F a c i l i t y T e n a n t I m p r o v e m e n t 20 1 0 E . 1 s t S t r e e t , S t e . 2 0 0 & 2 1 0 , S a n t a A n a , C A 9 2 7 0 5 2010 E First St Units #200 & 2102/19/2025 SHEET NO. REVISIONS: DATE: PROJECT NO.2402 04/12/2024 Dr . B e s h a i A S C Ne w A m b u l a t o r y C a r e F a c i l i t y T e n a n t I m p r o v e m e n t 20 1 0 E . 1 s t S t r e e t , S t e . 2 0 0 & 2 1 0 , S a n t a A n a , C A 9 2 7 0 5 2010 E First St Units #200 & 2102/19/2025 2010 E First St Units #200 & 2102/19/2025 2010 E First St Units #200 & 2102/19/2025 2010 E First St Units #200 & 2102/19/2025 2010 E First St Units #200 & 2102/19/2025 2010 E First St Units #200 & 2102/19/2025 2010 E First St Units #200 & 2102/19/2025