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Home My WebLink About2222 S Bristol St & Unit A - PlanPROJECT TITLE / ADDRESS: Dr. KALANTARI DENTAL OFFICE 2222 S BRISTOL ST. SUITE A, SANTA ANA, CA 92704 PROJECT VALUATION: $198,662 PROJECT DESCRIPTION: TENANT IMPROVEMENT, EXTERIOR REMODEL AND SUITE MERGE OF EXISTING COMMERCIAL OFFICE BUILDING OCCUPANCY: B (DENTAL OFFICE - NO CHANGE OF OCCUPANCY REQ.) BASE BLDG. CONSTRUCTION TYPE: EXISTING BUILDING TYPE V-B (FIRE-SPRINKLERED). STORIES: 1 PROPERTY INFORMATION: ZONING: C2 (GENERAL COMMERCIAL) APN: 408-471-18 FLOOR AREA OF SUITE: SUITE A: SUITE B: NEW SUITE A TOTAL:2900 S.F. EXIST. BLDG. SHELL (UNCHANGED): 4419 S.F. APPROX OCCUPANCY LOAD: TOTAL: 37 (36.4) OFFICE (2615 S.F.): 17.4 - (BUSINESS: 1:150 GROSS) WAITING (285 S.F.): 19 - (WAITING: 1:50 GROSS) EXITS: MAX. COMMON PATH OF EGRESS TRAVEL DISTANCE: 100'-0" (PER CBC TABLE 1006.2.1) EXITS REQUIRED:1 EXITS PROVIDED:2 CALGREEN: 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. PROJECT DIRECTORY PROJECT DATA A-0.0 COVER SHEET GENERAL NOTES SHEET INDEX TYP Typical N North EML Expanded Metal Lath P LAM Plastic Laminate PC Precast Concrete OSB Oriented Strand Board OD Overflow Drain/ Outside FO Finished opening FR Fire Resistant FTG Footing FOS Face of Stud FOF Face of Finish FLUOR Fluorescent FLR Floor FIN Finish(ed) FDN Foundation FD Floor Drain FAI Fresh Air Inlet EXT Exterior EXP Expansion EQUIP Equipment EQ Equal PL Plate OVHD Overhead OPP Opposite OPNG Opening Diameter OC On Center NR Non-rated NTS Not To Scale NOM Nominal NIC Not In Contract WWF Welded Wire Fabric VWC Vinyl Wall Covering WP Waterproofing WH Water Heater WD Wood WC Water Closet W/O Without W/ With VIF Verify In Field VERT Vertical VB Vapor Barrier VT Vinyl Tile U/S Underside HVAC Heating Vent & Air HDCP Handicapped GMMU Glass Mesh Mortar Unit GFRC Glass Fiber Reinforced GC General Contractor ALT Alternative CONST Construction DPM Damp-Proof Membrane EMER Emergency ELEC Electrical ELEV Elevation EA Each E Existing DWG Drawing DS Downspout DR Door DN Down DIM Dimension DIFF Diffuser DET Detail DBL Double CT Ceramic Tile CS Countersunk CPT Carpet CONTR Contractor CONT Continuous MTL Metal MISC Miscellaneous MIN Minimum MH Manhole Fiberboard MDF Medium Density MANUF Manufacturer MECH Mechanical MAX Maximum MATL Material LTWT Lightweight LL Live Load LHS Left Hand Side LAV Lavatory LAM Laminated JNT Joint JST Joist JAN Janitor CMU Concrete Masonry Unit BUR Built-up Roofing BM Beam COL Column CLG Ceiling CI Cast Iron CHAN Channel BTWN Between BOT Bottom B M Benchmark BLKG Blocking BLK Block BLDG Building BIT Bitumen BD Board ASPH Asphalt ARCH Architect ANOD Anodized ALUM Aluminum HM Hollow Metal INV Invert INT Interior INSUL Insulation ID Inside Diameter Conditioning HTG Heating HT Height HR Hour HORIZ Horizontal HDWR Hardware HC Hollow Core HB Hose Bib GYP Gypsum GL Glass Concrete AFF Above Finished Floor ABBREVIATIONS AGG Aggregate AB Anchor Bolt GALV Galvanized GA Gauge SC Solid Core TOC Top of Concrete T & G Tongue and Groove SPECS Specifications TRANSF Transformer T-STAT Thermostat TOW Top of Wall TOS Top of Steel TOM Top of Masonry TJ Tooled Joint TEMP Tempered TEL Telephone SUSP Suspended STRUC Structural STL Steel STD Standard SS Stainless Steel SHTG Sheathing SIM Similar SECT Section SD Storm Drain RE: Refer/ Reference PSI Pounds per Square Inch PSF Pounds per Square Foot REFL Reflected SB Splash Block RO Rough Opening RM Room RHS Right Hand Side RF Roof REV Revision RET Retaining REQ'D Required REINF Reinforcing RD Roof Drain RA Return Air R Radius QTY Quantity QT Quarry Tile PT Post Tensioned PR Pair PNL Panel PLYWD Plywood Dr. Kalantari Dental Office DENTAL OFFICE TENANT IMPROVEMENT PROJECT Dr . K a l a n t a r i D e n t a l O f f i c e SHEET NO. 2509 REVISIONS: 5/30/2025DATE: PROJECT NO. DE N T A L O F F I C E T E N A N T I M P R O V E M E N T P R O J E C T 22 2 2 S . B r i s t o l S t r e e t , S u i t e A , S a n t a A n a , C A 9 2 7 0 4 SITE LOCATION MAP 2. ALL NEW DOORS SHALL COMPLY WITH CBC 1008 AND 11B-404. DOOR HARDWARE SHALL BE LEVER OR PUSH TYPE, MOUNTED 34" TO 48" ABOVE THE FLOOR, PER CBC SEC. 1008.1.9. 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 AN EGRESS 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. 2 NEW ALL GENDER RESTROOMS ARE PROVIDED IN THIS BUILDING: 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 ROOM SHALL BE IDENTIFIED BY A 12" X 1/4" THICK SIGN WITH ETCHED ALL-GENDER SYMBOL: 12" DIAMETER CIRCULAR WITH EQUALITERAL TRIANGLE VERTEX POINTING UP. 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. DEMOLITION NOTES SANITARY FACILITIES SITE ACCESS (CBC ACCESSIBILITY STANDARDS SHALL TAKE PRECEDENCE) 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 SHALL BE MADE FULLY ACCESSIBLE. 2. PRIMARY ENTRANCES TO THE BUILDING ARE ON AN ACCESSIBLE ROUTE. GROUND SURFACES ALONG THIS ROUTE, INCLUDING CURB RAMPS ARE ACCESSIBLE. APPLICABLE CODES FIRE DEPT. NOTES A TENANT IMPROVEMENT PROJECT, EXTERIOR REMODEL, & SUITE MERGE IN AN EXISTING COMMERCIAL BUILDING. THIS FACILITY IS NOT REQUIRED TO UNDERGO OSHPD REVIEW, NOR WILL THIS PROJECT BE SUBJECT TO STATE LICENSING (PER CBC 1226). GENERAL ANESTHESIA WILL NOT BE ADMINISTERED AT THIS FACILITY. NO ORAL SURGERY. THE TENANT IMPROVEMENT SHALL INCLUDE THE FOLLOWING: 1.SUITE MERGE (SUITE B TO BE DEACTIVATED) 2.NEW INTERIOR NON-LOAD BEARING PARTITION WALLS 3.NEW GYPSUM BOARD AND SUSPENDED CEILING SYSTEMS 4.ALL NEW FINISHES THROUGHOUT 5.ALL NEW PLUMBING FIXTURES AND PIPING 6.HVAC MODIFICATIONS 7.NEW ELECTRICAL & LIGHTING 8.2 NEW ACCESSIBLE ALL GENDER RESTROOMS 9.NEW EXTERIOR STOREFRONT WINDOW/DOOR SYSTEM 10.RE-FINISH OF EXTERIOR SURFACES/ROOF. 11. EXTERIOR SOFFIT MODIFICATIONS 12.NEW CURB RAMPS AND CONCRETE WALKWAY NO CHANGE TO BUILDING FOOTPRINT OR FAF. NO CHANGE TO QUANTITY OF PARKING STALLS 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 STANDARDS CODE (CGBC), PART 11, TITLE 24 C.C.R 2022 CA ENERGY EFFICIENCY CODE OWNER: DR. DANIEL KALANTARI, DDS/DMD 2222 S BRISTOL ST, SANTA ANA, CA 92704 (949) 307 1773 ARCHITECT: SAUNDERS + WIANT ARCHITECTS, INC. 2700 WEST COAST HIGHWAY, #200, NEWPORT BEACH, CA. 92663 (949) 721 0730 MECHANICAL/ELECTRICAL/PLUMBING: ABSOLUTE CONSULTING ENGINEERS 3839 BIRCH STREET NEWPORT BEACH, CA 92660 (949)852 8700 1.EXTERIOR SIGNAGE 2.FIRE SPRINKLERS DOCUMENTS FOR DEFERRED SUBMITTAL ITEMS SHALL BE SUBMITTED TO THE REGISTERED DESIGN PROFESSIONAL IN RESPONSIBLE CHARGE WHO SHALL REVIEW THEM AND FORWARD THEM TO THE BUILDING OFFICIAL WITH A NOTATION INDICATING THAT THE DEFERRED SUBMITTAL DOCUMENTS HAVE BEEN REVIEWED AND FOUND TO BE IN GENERAL CONFORMANCE TO THE DESIGN OF THE BUILDING. THE DEFERRED SUBMITTAL ITEMS SHALL NOT BE INSTALLED UNTIL THE DEFERRED SUBMITTAL DOCUMENTS HAVE BEEN APPROVED BY THE BUILDING OFFICIAL FIRE SPRINKLER DRAWINGS SHALL BE SUBMITTED AND APPROVED BY THE ORANGE COUNTY FIRE AUTHORITY (OCFA) PRIOR TO THE FINAL OF THE BUILDING PERMIT. DEFERRED SUBMITTALS 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. CHAPTERS 11 AND 33. 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 NOT EXCEED THE FLAME SPREAD CLASSIFICATIONS IN CBC TABLE 803.11. 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 STORED ON SITE 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 AND CONNECTED TO AN EMERGENCY ELECTRICAL SYSTEM. (CBC 1008.2.1, 1008.3) 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. 1. BUILDINGS UNDERGOING CONSTRUCTION, ALTERATION OR DEMOLITION SHALL BE IN ACCORDANCE WITH CALIFORNIA FIRE CODE (CFC). 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 906, CAL. CODE REGS., TIT. 19, 3.29) 3. IF REQUIRED, COMPLETE PLANS AND SPECIFICATIONS FOR FIRE ALARM SYSTEMS; FIRE-EXTINGUISHING SYSTEMS AND OTHER FIRE-PROTECTION SYSTEMS AND APPURTENANCES THERETO SHALL BE SUBMITTED TO FIRE AND LIFE SAFETY FOR REVIEW AND APPROVAL PRIOR TO INSTALLATION. [CFC 901.2] 4. ALL VALVES CONTROLLING THE WATER SUPPLY FOR AUTOMATIC SPRINKLER SYSTEMS AND WATER-FLOW SWITCHES ON ALL SPRINKLER SYSTEMS SHALL BE ELECTRICALLY MONITORED WHERE THE NUMBER OF SPRINKLERS IS 20 OR MORE. (CBC 903.4, CFC 1003.3.1) 5. NEW AND EXISTING BUILDINGS SHALL HAVE APPROVED ADDRESS NUMBERS, BUILDING NUMBERS OR APPROVED BUILDING IDENTIFICATION PLACE IN A POSITION THAT IS PLAINLY LEGIBLE AND VISIBLE FROM THE STREET OR ROAD FRONTING THE PROPERTY, CONTRASTING WITH THEIR BACKGROUND. NUMBERS SHALL BE A MINIMUM OF 4 INCHES HIGH WITH A MINIMUM STROKE OF 0.5 INCHES. WHERE ACCESS IS BY MEANS OF A PRIVATE ROAD AND THE BUILDING CANNOT BE VIEWED FROM THE PUBLIC WAY, A MONUMENT, POLE OR OTHER SIGN OR MEANS SHALL BE USED TO IDENTIFY THE STRUCTURE. CFC 505.1 6. WHERE REQUIRED TO BE FLAME RESISTANT, DECORATIVE MATERIALS SHALL BE TESTED BY AN APPROVED AGENCY AND MEET FLAME PROPOGATION PERFORMANCE CRITERIA OF NFPA 701, OR SUCH MATERIALS SHALL BE NONCOMBUSTIBLE. REPORTS OF TEST RESULTS SHALL BE PREPARED IN ACCORDANCE WITH NFPA 701 AND FURNISHED TO THE FIRE CODE OFFICIAL UPON REQUEST. CFC 807.2. 7. PER CFC 807.4: ACCEPTANCE CRITERIA AND REPORTS. WHERE REQUIRED TO EXHIBIT IMPROVED FIRE PERFORMANCE, CURTAINS, DRAPERIES, FABRIC HANGINGS AND OTHER SIMILAR COMBUSTIBLE DECOATIVE MATERIALS SUSPENDED FROM WALLS OR CEILINGS SHALL BE FLAME RESISTANT IN ACCORDANCE WITH THE PROVISIONS SET FORTH IN CCR, TITLE 19, DIVISION 1, CHAPTER 8. REPORTS OF TEST RESULTS SHALL BE PREPARED IN ACCORDANCE WITH THE TEST METHOD USED AND FURNISHED TO THE FIRE CODE OFFICIAL UPON REQUEST. THE SITE N 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 ROOF PLAN A-1.4 EGRESS PLAN A-2.0 REFLECTED CEILING PLAN A-3.0 CABINET ELEVATIONS A-3.1 CABINET/INTERIOR ELEVATIONS A-3.2 RESTROOM ELEVATIONS A-3.3 EXTERIOR ELEVATIONS A-4.0 SCHEDULES A-5.0 SPECIFICATIONS A-5.1 SPECIFICATIONS A-6.0 DETAILS A-6.1 DETAILS A-6.2 DETAILS A-6.3 EXTERIOR DETAILS A-7.0 ACCESSIBILITY DETAILS E-1.0 GEN. NOTES, LEGEND E-1.1 LIGHT FIXTURE SCHED, LIGHT CONTR. PANEL E-1.2 PANEL SCHEDULES E-1.3 PANEL SCHEDULES E-2.0 LIGHTING PLAN E-3.0 POWER PLAN E-4.0 LIGHTING TITLE 24 E-4.1 LIGHTING TITLE 24 E-4.2 LIGHTING TITLE 24 E-4.3 LIGHTING TITLE 24 E-4.4 LIGHTING TITLE 24 E-5.0 LIGHTING TITLE 24 (OUTDOOR) E-5.1 LIGHTING TITLE 24 (OUTDOOR) E-5.2 LIGHTING TITLE 24 (OUTDOOR) M-1.0 GEN. NOTES, LEGEND M-1.1 SCHEDULES, TABLES, DIAGRAM DETAILS M-1.2 DUCTS, AIR DISTRIBUTION DETAILS, SPECIFICATIONS M-2.0 MECHANICAL PLAN M-3.0 DETAILS M-4.0 MECHANICAL TITLE 24 M-4.1 MECHANICAL TITLE 24 P-1.0 GEN. NOTES, LEGENDS, SPECIFICATIONS P-2.0 PLUMBING PLAN P-3.0 PLUMBING PLAN P-3.1 PLUMBING PLAN P-3.2 PLUMBING SITE PLAN P-4.0 DETAILS P-4.1 DETAILS P-5.0 PLUMBING TITLE 24 P-5.1 PLUMBING TITLE 24 P-5.2 PLUMBING TITLE 24 3. VAN ACCESSIBLE PARKING SPACE TO BE PROVIDED, LOCATED ON SITE AT THE PARKING LOT SERVING THIS BUILDING. ACCESSIBLE SPACES TO COMPLY IN REGARD TO QUANTITY, SPACE, STRIPING, SIGNAGE, AND CURB RAMPS. 4. 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 HAVE BEEN 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 A PLANCHECK REVISIONS 10-15-25 PLUMBING 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. THERE ARE 2 FULLY ACCESSIBLE ALL GENDER RESTROOMS IN THIS SUITE. CPC TABLE 422.1 - MINIMUM PLUMBING FACILITIES ACTUAL S.F.:2900 S.F. ADJUSTED:2193 S.F. (ACCESSORY AREAS EXCLUDED (HALLWAYS, RESTROOMS, ETC.) PER CPC 422.1; TABLE 4-1 [DSA-SS, CPC 2022] EXCEPTION) - OFFICE: 2193 S.F. (1:150)[15 OCC.] OCCUPANCY:15 OCCUPANTS (8 MALE, 8 FEMALE) (PER TABLE 4-1, OCCUPANT LOAD FACTOR) REQUIRED FIXTURES: MALE:FEMALE:PROVIDED: WATER CLOSET:1 (1-50)2 (16-30)2 (ALL GENDER FACILITIES) LAVATORIES:1 (1-75)2 (51-100)2 (ALL GENDER FACILITIES) PER CPC 415: DRINKING FOUNTAINS SHALL NOT BE REQUIRED FOR AN OCCUPANT LOAD OF 30 OR LESS. B PLANCHECK REVISIONS 12-10-25 NO PARKING 9'-0" MIN. 8'-0" MIN. 18 ' - 0 " MI N . 3'-0" 22 ' - 0 " 23'-2" 26'-10" 8'-6" (TYP.) 16 ' - 0 " (T Y P . ) 9' - 1 0 1 / 2 " 6" 16 ' - 0 " (T Y P . ) 9'-0" (TYP.) 4' - 6 " NO PARKING 140'-0" 12 8 ' - 0 " 4'-0" 59 ' - 1 1 1 / 2 " 27'-2" 6" 6" 0" 0" 17'-6" 6' - 0 " 6' - 0 " 4' - 0 " 0" 0" NO PARKING 9'-0" MIN. 8'-0" MIN. 18 ' - 0 " MI N . 3'-0" 22 ' - 0 " 8'-6" (TYP.) 16 ' - 0 " (T Y P . ) 9' - 1 0 1 / 2 " 6" 4'-0" 6" 0" 17'-6" 6' - 0 " 6' - 0 " 4' - 0 " 0" 0" NEW CONCRETE SLAB AND CURB SHALL BE STABLE, FIRM, & SLIP RESISTANT PER CBC 11B-302.1 PER 11B-403.3 RUNNING SLOPE OF WALKING SURFACES SHALL NOT BE STEEPER THAT 1:20 - CROSS SLOPE NO STEEPER THAN 1:48 PROVIDE 48" CLEAR WIDTH PER CBC 11B-403.5.1 EXCEPTION 3 - CHANGE IN LEVEL BETWEEN 6" CURB AND CONCRETE PAD SHALL COMPLY WITH 11B-303 PER 11B-307.2 OBJECTS WITH LEADING EDGES MORE THAN 27" AND NOT MORE THAN 80" ABOVE THE F.F. SHALL PROTRUDE 4" MAX. HORIZ. INTO THE CIRCULATION PATH PER 11B-307.4 VERTICAL CLEARANCES ALONG THE PATH OF TRAVEL ARE 80" HIGH MIN. NO GUARDRAILS OR OTHER BARRIERS PRESENT ALONG PATH. SITE PLAN Dr . K a l a n t a r i D e n t a l O f f i c e SHEET NO. 2509 REVISIONS: 5/30/2025DATE: PROJECT NO. DE N T A L O F F I C E T E N A N T I M P R O V E M E N T P R O J E C T 22 2 2 S . B r i s t o l S t r e e t , S u i t e A , S a n t a A n a , C A 9 2 7 0 4 A-0.1 1/8" = 1'-0" SITE PLAN 0.1 A STORM WATER POLLUTION PREVENTION NOTES 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. 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. 07-31-2025 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: . 1/4" = 1'-0" ENLARGED SITE PLAN 0.1 B THE SITE 2222 S. BRISTOL ST. BRISTOL ST. PATCH/REPAIR/SLURRY COAT/RESTRIPE EXIST. LOT 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. EXISTING ENTRANCE: NEW INTERNATIONAL SYMBOL OF ACCESSIBILITY ADJ. TO DOOR - ENTRY DOOR HAS 10" KICKPLATE AND LEVER HARDWARE NEW LANDSCAPING BY OWNER PUBLIC SIDEWALK N.A.P. EXIT DISCHARGE PATH & ACCESSIBLE PATH OF TRAVEL - 48" MIN. CLEAR WIDTH & LESS THAN 2% SLOPE/CROSS-SLOPE AND MAX. 1:20 SLOPE IN DIRECTION OF TRAVEL 9 A7.0 3 A7.0 7 A7.0 11 A7.0 PROPERTY LINE - TYP. PROPERTY LINE - TYP. NEW TRUNCATED DOMES SPAN FULL WIDTH OF LANDING EXIST. VAN ACCESSIBLE PARKING SPACE NEW ACCESSIBLE PATH OF TRAVEL FROM PUBLIC RIGHT-OF-WAY B A0.1 3 A3.3 1 A3.3 2 A3.3 NEW SUITE A SUITE BEXIST. SUITE A SUITE C A PLANCHECK REVISIONS 10-15-25 TO BE ELIMINATED N REPLACE EXIST. ACCESSIBLE PARKING SIGN - WALL MOUNTED CITY NOTES 1.NO KNOWN EASEMENTS ON SITE. 2.THE ACCESSIBLE ROUTE TO THE PUBLIC RIGHT OF WAY SHALL COMPLY WITH THE FOLLOWING: A. CBC 11B-302.1 FLOOR SURFACES B. CBC 11B-303 CHANGES IN LEVEL C. CBC 11B-307.2 PROTRUDING OBJECTS D. CBC 11B-307.4 VERTICAL CLEARANCE E. CBC 11B-403.3 SLOPES F. CBC 11B-403.5.1 WALKWAY WIDTH 6 A7.0 6 A7.0 PROVIDED: STANDARD 21 VAN ACCESSIBLE:1 TOTAL 22 (UNCHANGED) PARKING INFORMATION NEW 6" CURBED WALKWAY FLUSH INFILL EXIST. RAMP AND LANDING TO MATCH EXIST. 6" CURB HT. INFILL EXIST. RAMP AND LANDING TO MATCH EXIST. 6" CURB HT. NEW CONCRETE CURB RAMP PER CBC 1012 - MAX 5% SLOPE AND MAX 2% CROSS SLOPE NEW CONCRETE CURB RAMPS PER CBC 1012 - MAX 5% SLOPE AND MAX 2% CROSS SLOPE FLUSH B PLANCHECK REVISIONS 12-10-25 EXIT DISCHARGE PATH & ACCESSIBLE PATH OF TRAVEL - 48" MIN. CLEAR WIDTH & LESS THAN 2% SLOPE/CROSS-SLOPE AND MAX. 1:20 SLOPE IN DIRECTION OF TRAVEL E SPRNKLR. 101 RECEPTION 100 WAITING 107 OFFICE 109 OP CHECK-IN CHECK-OUT 111 WORK AREA 113 PVT.OP 116 OP 117 OP 114 OP 115 OP 110 PVT.OP 106 STORAGE 103 ALL GENDER RESTROOM 119 STERILIZATION/ LAB 120 OFFICE 104 CONSULTATION 105 CONSULTATION 121 MECHANICAL SOILED STERILE WH MOP 122 PANO 118 OP 102 ALL GENDER RESTROOM FRIDGE W/D 108 HALLWAY 112 HALLWAY TYP. 6 TYP. 28 TYP. 31 1652434TYP.TYP.3 TYP. 3 TYP.7 TYP. 62810 30 27TYP. 27 TYP.27 TYP.6 TYP.11 15 7 29 17 TYP. 4 TYP.21 4 TYP. 7 TYP. 7 TYP. 9 21 21 19 26 18 18 23 23 20 TYP.20 TYP.20 TYP. 20 TYP. 13 14 02 06 07 05 08 09 18 171615 14 13 12 1011 E E 03 04 E 01 TV TV TV TV TV TV TV 19 TYP.19 TYP. 8 TYP. 8 E ELECTRICAL 32 33 TYP. 25 22 19 14 12 10 20 Dr . K a l a n t a r i D e n t a l O f f i c e SHEET NO. 2509 REVISIONS: 5/30/2025DATE: PROJECT NO. DE N T A L O F F I C E T E N A N T I M P R O V E M E N T P R O J E C T 22 2 2 S . B r i s t o l S t r e e t , S u i t e A , S a n t a A n a , C A 9 2 7 0 4 N FLOOR PLAN A-1.0 1/4" = 1'-0" FLOOR PLAN 1.0 A GENERAL CONSTRUCTION NOTES: 1. DO NOT SCALE FROM PLANS. FIELD VERIFY ALL DIMENSIONS (ESPECIALLY EXISTING STRUCT POSTS) & REPORT ANY DISCREPANCIES TO ARCHITECT AT ONCE. 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. 7. G.C. TO PROVIDE CONDUIT. OWNER TO SUPPLY AND INSTALL ALL TELEPHONE AND DATA JACKS AND WIRING. GENERAL NOTES WALL LEGEND NEW FULL HT. 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 AT MIN. 48" O.C.) INTERIOR FINISH NOTES 1. READ WITH FINISH SCHEDULE & SPECIFICATIONS. INTERIOR FINISHES SHALL COMPLY WITH CBC CHAPTER 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 NEW AND EXISTING GYSPUM BOARD WALLS AND CEILINGS. PAINT ALL UNFINISHED SURFACES . 5. INSTALL FLOORING (AND BASE) IN AREAS / ROOMS AS NOTED ON FINISH SCHEDULE. INSTALL GLUE-DOWN CARPET PER FINISH SCHEDULE. CARPET AND INSTALLATION SHALL COMPLY W/ CBC SECTION 11B-302.2. 6. INSTALL NEW FLOORING & BASE IN ROOMS AS NOTED - SEE FINISH SCHEDULE 7. PROVIDE TRANSITION STRIPS BETWEEN FLOORING OF DIFFERENT TYPES & AT ENTRY DOORS. 8. PROVIDE SQUARE CORNER BEAD AT ALL NEW VERT. GYP. BD. WALL CORNERS AND SQUARE CORNER BEAD AT ALL NEW HORIZONTAL GYP. BD. CORNERS. 9. PROVIDE NEW BLINDS AT ALL EXTERIOR WINDOWS - SEE SPECS 10. PROVIDE SMOOTH PAINT FINISH FOR ALL DRYWALL. GENERAL NOTESFLOOR PLAN KEYNOTES ( SEE ALSO ACCESSIBILITY DETAILS ON A7.0) 1 COORDINATE POWER AND DATA WITH INSTALLATION OF OWNER'S DENTAL X-RAY EQUIPMENT (VERIFY MOUNTING HT. W/ SUPPLIER) - PROVIDE 4X4 WD. POSTS FOR EQUIPMENT MOUNTING SUPPORTS AT WALL / IN CABINET. 2 COORDINATE LOCATION OF ACTIVATION SWITCHES REMOTE FROM OPERATORIES (PROVIDE 3/4" CONDUIT TO 42" HT. AS REQUIRED). X-RAY ACTIVATION SWITCH BY OWNER. 3 CUSTOM OPERATORY CABINETS - SEE SHEET A3.0. COORDINATE WITH CONDUIT FOR CAT-6 AND ELECTRICAL. 4 COORD. INSTALLATION OF EXAM CHAIRS IN OPERATORIES (SUPPLIED BY OWNER). INSTALL ELEC. AND DATA UNDER FLOOR SLAB TO UTILITY BOX AT FOOT EA. CHAIR. PROVIDE 2" DIA. MTL. CONDUIT ELECTRICAL, DATA, WATER, COMPRESSED AIR AND VACUUM LINES TO BE RUN TO CHAIR FOR CHAIR DELIVERY. 5 PROVIDE CONNECTIONS AND COORDINATE INSTALLATION OF OWNER'S STACKED DENTAL VACUUM & AIR COMPRESSOR. DRAIN TO FLOOR SINK. 6 ACCESSIBLE SINK AND COUNTER - SEE PLUMBING SCHEDULE AND SINK DETAIL 7 WORK SINK - COORD. W/ PLASTER TRAP AT LAB. - SEE PLUMBING SCHEDULE AND CABINET DETAILS 8 PROVIDE COMPRESSED AIR OUTLET AND VACUUM AT 42" AFF 9 NEW ELEC. PANEL-BOARD LOCATION - SEE ELECTRICAL PLANS. 10 LINE OF WALL-MOUNTED CABINET - TYP. COORDINATE INSTALLATION OF WALL CABINETS W/ BACKING IN WALL, INCL. POWER OUTLETS (AT MICROWAVE SHELF LOCATION, ETC.) 11 NEW DENTAL STERILIZER TOWE PROVIDE POWER/WATER AS NECESSARY - SEE INTERIOR ELEVATIONS 12 PROVIDE 5-TIER MELAMINE-FACED SHELVES AT 15" O.C. VERT. ON KNIFE EDGE BRACKETS AND VERT. MTL. STANDARDS MAX 24" O.C. 13 ALL EXIST. STRUCT. COLUMNS TO BE PROTECTED IN PLACE. TYP. 14 EXIST. NON FIRE-RATED STRUCTURAL WALLS TO BE PROTECTED IN PLACE - NOTIFY ARCHITECT IMMEDIATELY FOR ANY ISSUES. 15 ULTRASONIC CLEANER TO BE INSET INTO COUNTERTOP, TYP. 16 VERIFY LOCN. NEW WATER HEATER & DRAIN TO FLOOR SINK - SEE PLUMBING PLANS 17 FRONT RECEPTION COUNTER: TRANSACTION TOP @ 42" HT., ACCESSIBLE TOP @ 31" HT., MIN. 36" WIDE. 18 NEW SEMI-RECESSED FIRE EXTINGUISHER CABINET - INCL. 10-LBS TYPE 2-A-10B:C DRY CHEMICAL FIRE EXTINGUISHER. VERIFY LOC'N. W/ OWNER / BLDG. INSP. EXTEND GYP. BD. BEHIND UNIT - FIRE EXTINGUISHER TO HAVE A 4" MAXIMUM PROJECTION [PER 11B-307.2] 19 PROVIDE RECESSED NICHE & 90 DEGREE BOX W/ POWER, DATA, AND CABLE FOR TV LOCATIONS. VERIFY DIMS. W/ OWNER 20 NEW STOREFRONT WINDOW SYSTEM AND DOORS - SEE SCHEDULE EXISTING INTERIOR/EXTERIOR WALLS & STRUCTURAL WALLS TO REMAIN - PATCH/REPAIR AS NECESSARY- INFORM ARCHITECTS OF ANY CONFLICTS IN FIELD DURING DEMOLITION FLOOR PLAN KEYNOTES ( SEE ALSO ACCESSIBILITY DETAILS ON A7.0) 21 NEW ACCESSIBLE ALL GENDER RESTROOMS - PROVIDE WALL MTD. CUSTOM SOLID SURFACE ACCESSIBLE SINK & WALL MTD. FAUCET W/ ELEC. EYE 22 NEW ELECTRICAL SWITCHGEAR LOCATION - PROVIDE SUPPORT WALL BEHIND FOR MOUNTING - SEE ELECTRICAL 23 WORK SINKS IN TREATMENT ROOMS ARE FOR EMPLOYEE USE ONLY - NO PATIENT USE 24 MECHANICAL CLOSET: PROVIDE 2 LAYER EZ SNAP QUIETROCK W/ GREEN GLUE ACOUSTIC ADHESIVE TO WALLS, GYP. BD. CLG. & BACK OF DOOR. PROVIDE SOUND SEALS @ DOOR AND DO NOT UNDERCUT DOOR FOR VENTING. PROVIDE AIR CIRC. FOR ROOM VIA HVAC 25 COORDINATE INSTALLATION OF OWNER'S DRY-VACUUM UNIT. PROVIDE ATTACHMENTS AND ELEC. - INSTALL VACUUM ON ISOLATION PADS. ENSURE NO VIBRATION/NOISE TRANSFER TO ADJACENT ROOMS. 26 OWNER SUPPLIED SEATING - COLOR, SIZE, STYLE, AND LAYOUT T.B.D. 27 NEW FULL HT. 'FRAMELESS' TEMP. (GLASS ETCHED "TEMPERED") 3 8" GLASS PANEL. WHERE SHOWN ON PLAN ADJOINING: HERCULITE DOOR W/ CHROME PATCH HARDWARE AND 60" BAR PULLS. SEE ELEVATIONS. INCL. - MITRE CORNER JOINT - CLR. STRUCT. SILICONE SEALANT. 28 COORDINATE INSTALLATION OF OWNER-SUPPLIED EQUIPMENT - FRIDGE, WASHER/DRYER, ETC. 29 PATIENT CHART CABINET WALL - FULL HT. W/ GYP. BD. SOFFIT STARTING @ 70" A.F.F. - SEE INTERIOR ELEVATION AND DETAIL. 30 AQUARIUM PLATFORM - SEE ELEVATION AND DETAIL. 31 FLOOR-MOUNTED MOP SINK W/ MOP RACK ABOVE 32 ADJACENT SUITE TO REMAIN (PROFESSIONAL SERVICES - B OCCUPANCY) - WORK LIMITED TO NEW EXTERIOR STOREFRONT SYSTEM. 33.WHEELCHAIR SPACE PER CBC 11B-802.1 34. MECHANICAL #121 IS AN ANCILLARY SPACE - PER CBC TABLE 509.1 INCIDENTAL USE SPACES REQUIRE A 1 HOUR FIRE RATING OR AN AUTOMATIC FIRE SPRINKLER SYSTEM. AS THIS BUILDING IS FIRE SPRINLKLERED, 1 HOUR FIRE RATING IS NOT REQUIRED. NEW FULL HEIGHT WALL: 5/8" TYPE 'X' GYP. BD. EA. SIDE 3 58"x20 GA. METAL STUDS @ 16" O.C. W/ SOUND INSULATION BATTS FULL HT. (U/S OF EXIST. FLOOR) NEW LOW WALL AT BASE CABINETRY - 5 8" TYPE 'X' GYP. BD. EA. SIDE 3 5 8"x25 GA. METAL STUDS @ 16" O.C. 3/4" EXT. STUCCO ON GALV. EML ON TYVEK WRAP ON 5/8" CDX PLYWD. ON 2X6 WOOD STUDS AT 16" OC. W/ R-21 BATT INSULATION (5/8" TYPE X GYP. BD. @ INTERIOR) SIGNAGE - READ W/ SIGN SCHEDULE ON A7.0 & DETAIL 10A7.0. A EXIT B EXIT ROUTE C ALL GENDER ACCESSIBLE RESTROOM C C AA B 12 A6.1 12 A6.1 5 A6.2 13 A6.1 2A3.0 8A3.0 11A3.0 11A3.0 9A3.0 9A3.0 9A3.0 9A3.0 A3.0 18 16 17 1 A6.0 6 A6.2 9A3.0 13A3.0 14A3.0 8 A6.2 1A 3 . 0 10 A 3 . 0 10 A 3 . 0 9A3.0 9A3.09A3.0 11A3.011A3.0 9A3.0 12A3.0 12A3.0 9A3.0 10 A 3 . 0 A3.0 6 7 4 5 A3.2 3 4 1 22 A3.2 3 4 1 21 3A 3 . 0 10 A 3 . 0 10 A 3 . 0 10 A 3 . 0 10 A 3 . 0 10 A 3 . 0 15 A 3 . 0 9A 3 . 0 1A3.1 PLOT:12/10/25 7 A6.2 3 A6.3 B A PLANCHECK REVISIONS 10-15-25 B PLANCHECK REVISIONS 12-10-25 78'-3" 10'-7" 10 ' - 1 1 " 4' - 1 1 " 12 ' - 2 1 / 2 " 11 ' - 0 1 / 2 " 9'-10" 9'-5"9'-2 1/2" 13 ' - 1 " 5'-1"7'-10"7'-10"22'-4 1/2" 9'-5"12'-9 1/2" 7' - 3 " 7' - 3 " 10 ' - 1 1 " 7'-8 1/2"9'-2 1/2"9'-5" 4' - 6 " 4' - 7 " 9' - 3 " 8' - 5 1 / 2 " WH MOP 7" 4'-5 1/2"5'-0"5'-2 1/2"7'-8 1/2"8'-4 1/2"13'-9"10'-0"2'-0"6'-7" FRIDGE W/D 1'-6" 3'-0" TYP. 3'-6 1/2" 1'-10" 7'-8"3'-6 1/2"4'-1" 3'-0" 3'-0"3'-0" 3'-6 1/2"7'-8"3'-6 1/2" 2'-0 1/2" 3'-0" TYP.3'-0" 3'-0"3'-0" 5'-1"5'-1"5'-1"5'-1" 1'-0" 13'-6 1/2"6'-5" 1' - 6 " 1' - 2 " 3'-0" 3'-0" 10'-7" 3'-0" 5'-8" 10 ' - 0 " 1' - 0 " 18" MIN. 4' - 1 0 1 / 2 " TV TV TV TV TV TV TV 48 " MI N . 60" MIN. 18" MIN. 17"- 18" 48 " MI N . 60" MIN. 12" MAX . 12"MAX . 18" MIN.17"- 18" 3'-0" 4' - 0 " 4'-0" 3' - 0 " 2'-0"2'-0" 9'-1" 1'-0" 4'-2" 3'-0" 3'-0"3'-6" 2'-6 1/2" 3'-0" 3'-6 1/2"2'-11" 3' - 7 " 2'-8 1/2" 1'-3" 1' - 1 1 1 / 2 " 1' - 1 1 1 / 2 " 11 ' - 1 1 / 2 " 5' - 4 1 / 2 " 6" Dr . K a l a n t a r i D e n t a l O f f i c e SHEET NO. 2509 REVISIONS: 5/30/2025DATE: PROJECT NO. DE N T A L O F F I C E T E N A N T I M P R O V E M E N T P R O J E C T 22 2 2 S . B r i s t o l S t r e e t , S u i t e A , S a n t a A n a , C A 9 2 7 0 4 DIMENSIONED FLOOR PLAN A-1.1 GENERAL CONSTRUCTION NOTES: 1. DO NOT SCALE FROM PLANS. FIELD VERIFY ALL DIMENSIONS (ESPECIALLY EXISTING STRUCT POSTS) & REPORT ANY DISCREPANCIES TO ARCHITECT AT ONCE. 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. 7. G.C. TO PROVIDE CONDUIT. OWNER TO SUPPLY AND INSTALL ALL TELEPHONE AND DATA JACKS AND WIRING. GENERAL NOTES WALL LEGEND NEW FULL HT. 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 AT MIN. 48" O.C.) INTERIOR FINISH NOTES 1. READ WITH FINISH SCHEDULE & SPECIFICATIONS. INTERIOR FINISHES SHALL COMPLY WITH CBC CHAPTER 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 NEW AND EXISTING GYSPUM BOARD WALLS AND CEILINGS. PAINT ALL UNFINISHED SURFACES . 5. INSTALL FLOORING (AND BASE) IN AREAS / ROOMS AS NOTED ON FINISH SCHEDULE. INSTALL GLUE-DOWN CARPET PER FINISH SCHEDULE. CARPET AND INSTALLATION SHALL COMPLY W/ CBC SECTION 11B-302.2. 6. INSTALL NEW FLOORING & BASE IN ROOMS AS NOTED - SEE FINISH SCHEDULE 7. PROVIDE TRANSITION STRIPS BETWEEN FLOORING OF DIFFERENT TYPES & AT ENTRY DOORS. 8. PROVIDE SQUARE CORNER BEAD AT ALL NEW VERT. GYP. BD. WALL CORNERS AND SQUARE CORNER BEAD AT ALL NEW HORIZONTAL GYP. BD. CORNERS. 9. PROVIDE NEW BLINDS AT ALL EXTERIOR WINDOWS - SEE SPECS 10. PROVIDE SMOOTH PAINT FINISH FOR ALL DRYWALL. GENERAL NOTESFLOOR PLAN KEYNOTES ( SEE ALSO ACCESSIBILITY DETAILS ON A7.0) 1 COORDINATE POWER AND DATA WITH INSTALLATION OF OWNER'S DENTAL X-RAY EQUIPMENT (VERIFY MOUNTING HT. W/ SUPPLIER) - PROVIDE 4X4 WD. POSTS FOR EQUIPMENT MOUNTING SUPPORTS AT WALL / IN CABINET. 2 COORDINATE LOCATION OF ACTIVATION SWITCHES REMOTE FROM OPERATORIES (PROVIDE 3/4" CONDUIT TO 42" HT. AS REQUIRED). X-RAY ACTIVATION SWITCH BY OWNER. 3 CUSTOM OPERATORY CABINETS - SEE SHEET A3.0. COORDINATE WITH CONDUIT FOR CAT-6 AND ELECTRICAL. 4 COORD. INSTALLATION OF EXAM CHAIRS IN OPERATORIES (SUPPLIED BY OWNER). INSTALL ELEC. AND DATA UNDER FLOOR SLAB TO UTILITY BOX AT FOOT EA. CHAIR. PROVIDE 2" DIA. MTL. CONDUIT ELECTRICAL, DATA, WATER, COMPRESSED AIR AND VACUUM LINES TO BE RUN TO CHAIR FOR CHAIR DELIVERY. 5 PROVIDE CONNECTIONS AND COORDINATE INSTALLATION OF OWNER'S STACKED DENTAL VACUUM & AIR COMPRESSOR. DRAIN TO FLOOR SINK. 6 ACCESSIBLE SINK AND COUNTER - SEE PLUMBING SCHEDULE AND SINK DETAIL 7 WORK SINK - COORD. W/ PLASTER TRAP AT LAB. - SEE PLUMBING SCHEDULE AND CABINET DETAILS 8 PROVIDE COMPRESSED AIR OUTLET AND VACUUM AT 42" AFF 9 NEW ELEC. PANEL-BOARD LOCATION - SEE ELECTRICAL PLANS. 10 LINE OF WALL-MOUNTED CABINET - TYP. COORDINATE INSTALLATION OF WALL CABINETS W/ BACKING IN WALL, INCL. POWER OUTLETS (AT MICROWAVE SHELF LOCATION, ETC.) 11 NEW DENTAL STERILIZER TOWE PROVIDE POWER/WATER AS NECESSARY - SEE INTERIOR ELEVATIONS 12 PROVIDE 5-TIER MELAMINE-FACED SHELVES AT 15" O.C. VERT. ON KNIFE EDGE BRACKETS AND VERT. MTL. STANDARDS MAX 24" O.C. 13 ALL EXIST. STRUCT. COLUMNS TO BE PROTECTED IN PLACE. TYP. 14 EXIST. STRUCTURAL WALLS TO BE PROTECTED IN PLACE - NOTIFY ARCHITECT IMMEDIATELY FOR ANY ISSUES. 15 ULTRASONIC CLEANER TO BE INSET INTO COUNTERTOP, TYP. 16 VERIFY LOCN. NEW WATER HEATER & DRAIN TO FLOOR SINK - SEE PLUMBING PLANS 17 FRONT RECEPTION COUNTER: TRANSACTION TOP @ 42" HT., ACCESSIBLE TOP @ 31" HT., MIN. 36" WIDE. 18 NEW SEMI-RECESSED FIRE EXTINGUISHER CABINET - INCL. 10-LBS TYPE 2-A-10B:C DRY CHEMICAL FIRE EXTINGUISHER. VERIFY LOC'N. W/ OWNER / BLDG. INSP. EXTEND GYP. BD. BEHIND UNIT - FIRE EXTINGUISHER TO HAVE A 4" MAXIMUM PROJECTION [PER 11B-307.2] 19 PROVIDE RECESSED NICHE & 90 DEGREE BOX W/ POWER, DATA, AND CABLE FOR TV LOCATIONS. VERIFY DIMS. W/ OWNER 20 NEW STOREFRONT WINDOW SYSTEM AND DOORS - SEE SCHEDULE EXISTING INTERIOR/EXTERIOR WALLS & STRUCTURAL WALLS TO REMAIN - PATCH/REPAIR AS NECESSARY- INFORM ARCHITECTS OF ANY CONFLICTS IN FIELD DURING DEMOLITION FLOOR PLAN KEYNOTES ( SEE ALSO ACCESSIBILITY DETAILS ON A7.0) 21 NEW ACCESSIBLE ALL GENDER RESTROOMS - PROVIDE WALL MTD. CUSTOM SOLID SURFACE ACCESSIBLE SINK & WALL MTD. FAUCET W/ ELEC. EYE 22 NEW ELECTRICAL SWITCHGEAR LOCATION - PROVIDE SUPPORT WALL BEHIND FOR MOUNTING - SEE ELECTRICAL 23 WORK SINKS IN TREATMENT ROOMS ARE FOR EMPLOYEE USE ONLY - NO PATIENT USE 24 MECHANICAL CLOSET: PROVIDE 2 LAYER EZ SNAP QUIETROCK W/ GREEN GLUE ACOUSTIC ADHESIVE TO WALLS, GYP. BD. CLG. & BACK OF DOOR. PROVIDE SOUND SEALS @ DOOR AND DO NOT UNDERCUT DOOR FOR VENTING. PROVIDE AIR CIRC. FOR ROOM VIA HVAC 25 COORDINATE INSTALLATION OF OWNER'S DRY-VACUUM UNIT. PROVIDE ATTACHMENTS AND ELEC. - INSTALL VACUUM ON ISOLATION PADS. ENSURE NO VIBRATION/NOISE TRANSFER TO ADJACENT ROOMS. 26 OWNER SUPPLIED SEATING - COLOR, SIZE, STYLE, AND LAYOUT T.B.D. 27 NEW FULL HT. 'FRAMELESS' TEMP. (GLASS ETCHED "TEMPERED") 3 8" GLASS PANEL. WHERE SHOWN ON PLAN ADJOINING: HERCULITE DOOR W/ CHROME PATCH HARDWARE AND 60" BAR PULLS. SEE ELEVATIONS. INCL. - MITRE CORNER JOINT - CLR. STRUCT. SILICONE SEALANT. 28 COORDINATE INSTALLATION OF OWNER-SUPPLIED EQUIPMENT - FRIDGE, WASHER/DRYER, ETC. 29 PATIENT CHART CABINET WALL - FULL HT. W/ GYP. BD. SOFFIT STARTING @ 70" A.F.F. - SEE INTERIOR ELEVATION AND DETAIL. 30 AQUARIUM PLATFORM - SEE ELEVATION AND DETAIL. 31 FLOOR-MOUNTED MOP SINK W/ MOP RACK ABOVE 32 ADJACENT SUITE TO REMAIN - WORK LIMITED TO NEW EXTERIOR STOREFRONT SYSTEM. 33.WHEELCHAIR SPACE PER CBC 11B-802.1 NEW FULL HEIGHT WALL: 58" TYPE 'X' GYP. BD. EA. SIDE 3 58"x20 GA. METAL STUDS @ 16" O.C. W/ SOUND INSULATION BATTS FULL HT. (U/S OF EXIST. FLOOR) NEW LOW WALL AT BASE CABINETRY - 5 8" TYPE 'X' GYP. BD. EA. SIDE 3 5 8"x25 GA. METAL STUDS @ 16" O.C. 3/4" EXT. STUCCO ON GALV. EML ON TYVEK WRAP ON 5/8" CDX PLYWD. ON 2X6 WOOD STUDS AT 16" OC. W/ R-21 BATT INSULATION (5/8" TYPE X GYP. BD. @ INTERIOR) SIGNAGE - READ W/ SIGN SCHEDULE ON A7.0 & DETAIL 10A7.0. A EXIT B EXIT ROUTE C ACCESSIBLE RESTROOM N 1/4" = 1'-0" FLOOR PLAN 1.0 A AA C C B B 2 3 4 6 8 5 7 9 10 TYP. 14 1713 12 TYP. 12 TYP. 12 TYP. 18 11 TYP. 11 TYP. 15 TYP. 11 ' - 1 1 / 2 " 5' - 4 1 / 2 " 6" 21 ' - 9 1 / 2 " 19 Dr . K a l a n t a r i D e n t a l O f f i c e SHEET NO. 2509 REVISIONS: 5/30/2025DATE: PROJECT NO. DE N T A L O F F I C E T E N A N T I M P R O V E M E N T P R O J E C T 22 2 2 S . B r i s t o l S t r e e t , S u i t e A , S a n t a A n a , C A 9 2 7 0 4 DEMOLITION PLAN A-1.2 WALLS/FIXTURES TO BE DEMOLISHED EXISTING WALLS/FIXTURES TO REMAIN DEMOLITION PLAN KEYNOTES WALL LEGEND 1.CARRY OUT ALL DEMOLITION WORK INDICATED IN ACCORDANCE WITH STATE AND LOCAL CODES. CARRY OUT WORK DURING TIMES PERMITTED BY AND THE LOCAL AUTHORITIES AND INFORM ADJACENT PROPERTIES OF TIMES SCHEDULED FOR NOISY WORK OR ANY INTERRUPTION IN UTILITIES OR SERVICES. KEEP NUISANCE 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 SHELL, OR FINISHES NOT INDICATED TO BE DEMOLISHED. 5.EXISTING INTERIOR PARTITIONS AND EXT. WALL FURRING WITHIN EXISTING BLDG. TO BE REMOVED AS INDICATED. REPORT ANY POSSIBLE STRUCTURAL WALLS, COLUMNS, ETC. TO ARCHITECT IMMEDIATELY, PRIOR TO REMOVAL. 6.REMOVE EXISTING INTERIOR FIXTURES, FURNISHINGS, LIGHTING, FACE FRAMING AND FINISHES, COMPLETELY. 7.REMOVE ALL EXISTING WALL / FLOOR FINISHES WITHIN BLDG. 8.PATCH AND REPAIR ANY PITS OR HOLES IN FLOOR SLAB AS REQUIRED. TRENCH EXISTING CONC. FLOOR SLAB ONLY WHERE NEEDED TO ACCOMMODATE NEW UTILITIES (COORD. W/ EXISTING STRUCTURE). 9.EXISTING DOORS AND FRAMES, WALLS, FLOOR FIXTURES, FIXTURES, EQUIPMENT AND CABINETS TO BE REMOVED AS INDICATED. 10.COMPLETELY REMOVE ALL EXISTING LIGHTING, ABANDONED PANELS, CEILINGS AND SOFFITS THROUGHOUT UNLESS NOTED. 11.REMOVE EXISTING TOILET ROOM FIXTURES AND SPECIALTIES. CAP WATER / SEWER AND LEAVE READY FOR CONNECTION OR RELOCATION OF NEW FIXTURES. 12.EXISTING EXTERIOR WINDOWS AND STOREFRONT ENTRANCES AS INDICATED TO TO BE REMOVED AND PREP. FOR NEW. 13.REMOVE ALL EXISTING INTERIOR AND EXTERIOR SIGNS, INCLUDING WINDOW SIGNS. MONUMENTS TO REMAIN. 14.ALL EXISTING HVAC DUCTWORK IS TO BE REMOVED - DO NOT REMOVE ROOFTOP HVAC EQUIPMENT UNLESS EXPRESSLY NOTED. 15.PROTECT IN PLACE EXIST. BUILDING WALLS-STRUCTURAL COLUMNS/FINISHES NOT SLATED FOR DEMO. PROTECT EXISTING DEMISING WALLS (REPAIR), STRUCTURAL POSTS AND BEAMS. 16.INFORM ARCHITECT IMMEDIATELY OF ANY UN-RESOLVABLE CONFLICTS. 17.ALL UTILITIES TO BE CAPPED OFF PRIOR TO DEMOLITION. 18.EXIST. ROLL UP DOOR AND FRAME TO BE REMOVED -PREP FOR INFILL IF NEW EXTERIOR WALL 19.DEMO EXIST. STRUCT WALL AS SHOWN - REPORT ANY CONFLICTS IMMEDIATELY 1/4" = 1'-0" DEMOLITION PLAN 1.2 A N TYP. TYP. TYP. TYP.11 2 3 TYP.2 TYP.2 4 4 Dr . K a l a n t a r i D e n t a l O f f i c e SHEET NO. 2509 REVISIONS: 5/30/2025DATE: PROJECT NO. DE N T A L O F F I C E T E N A N T I M P R O V E M E N T P R O J E C T 22 2 2 S . B r i s t o l S t r e e t , S u i t e A , S a n t a A n a , C A 9 2 7 0 4 ROOF PLAN A-1.3 N 1/4" = 1'-0" ROOF PLAN 2.0 A GENERAL CONSTRUCTION NOTES: 1. DO NOT SCALE FROM PLANS. FIELD VERIFY ALL DIMENSIONS (ESPECIALLY EXISTING STRUCT POSTS) & REPORT ANY DISCREPANCIES TO ARCHITECT AT ONCE. 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. 7. G.C. TO PROVIDE CONDUIT. OWNER TO SUPPLY AND INSTALL ALL TELEPHONE AND DATA JACKS AND WIRING. GENERAL NOTESROOF PLAN KEYNOTES 1 EXISTING MECHANICAL PADS AND EQUIPMENT TO REMAIN-- NO WORK - TYP. 2.REMOVE EXISTING CLAY TILE SHINGLE ROOF AND PROVIDE NEW BLACK STANDING SEAM METAL ROOF - ESR-2048 W/ CLASS A FIRE CLASSIFICATION 3.NEW PARAPET - SEE CAP DETAIL 2A6.3 4. PROVIDE THROUGH-PARAPET DRAIN AT BOTTOM OF NEW PARAPET AT ROOF VALLEY - SEE ELEVATIONS 2 A6.3 4 A6.3 5 A6.3 A PLANCHECK REVISIONS 10-15-25 B PLANCHECK REVISIONS 12-10-25 WH MOP FRIDGE W/D TV TV TV TV TV TV TV MAX. EXIT TRAVEL DISTANCE: 18'-7" (MAX. ALLOWED TO TWO DISTINCT PATHS OF TRAVEL)100'-0" CBC TABLE 1006.2.1) MAX. EXIT TRAVEL DISTANCE: 45'-3" (MAX. ALLOWED 300'-0" CBC TABLE 1017.2) (B CONSTRUCTION; SPRINKLERED) A B D C MAX. EXIT TRAVEL DISTANCE: 49'-11" (MAX. ALLOWED 300'-0" CBC TABLE 1017.2) (B CONSTRUCTION; SPRINKLERED) MAX. EXIT TRAVEL DISTANCE: 11'-3" (MAX. ALLOWED TO TWO DISTINCT PATHS OF TRAVEL)100'-0" CBC TABLE 1006.2.1) Dr . K a l a n t a r i D e n t a l O f f i c e SHEET NO. 2509 REVISIONS: 5/30/2025DATE: PROJECT NO. DE N T A L O F F I C E T E N A N T I M P R O V E M E N T P R O J E C T 22 2 2 S . B r i s t o l S t r e e t , S u i t e A , S a n t a A n a , C A 9 2 7 0 4 EGRESS FLOOR PLAN A-1.4 N 1/4" = 1'-0" EGRESS PLAN 1.4 A AA C C B B EGRESS TRAVEL DISTANCE ROUTE A-D:102'-5" (MAX. EXIT TRAVEL DISTANCE) ROUTE C-B:83'-0" (MAX. EXIT TRAVEL DISTANCE) MAX. EXIT ACCESS TRAVEL DISTANCE (B OCC. FULLY SPRINKLERED - CBC TABLE 1017.2): 300'-0" 1.EXIT SIGNS SHALL BE INTERNALLY OR EXTERNALLY ILLUMINATED. (CBC 1013.3) 2.ELECTRICALLY POWERED EXIT SIGNS SHALL BE LISTED AND LABELED IN ACCORDANCE WITH UL 924. (CBC 1013.5) 3.EMERGENCY POWER SUPPLY TO ILLUMINATE EXIT SIGNS FOR A DURATION OF NOT LESS THAN 90 MINUTES. 4.IN THE EVENT OF POWER SUPPLY FAILURE, AN EMERGENCY ELECTRICAL SYSTEM SHALL AUTOMATICALLY ILLUMINATE AISLES, LOBBY, CORRIDOR AND EXTERIOR DOOR LANDING. THE EMERGENCY POWER SYSTEM SHALL ROVIDE POWER FOR A DURATION OF NOT LESS THAN 90 MINUTE AND SHALL CONSIST OF STORAGE BATTERIES, UNIT EQUIPMENT OR AN ON-SITE GENERATOR. INITIAL ILLUMINATION AVERAGE OF 1 FOOT-CANDLE AND A MINIMUMS 0.1 FOOT CANDLE AT FLOOR LVEL. (CBC 1008.3) 5.PERIODIC SPECIAL INSPECTION IS REQUIRED DURING ANCHORAGE OF ELECTRICAL EQUIPMENT FOR EMERGENCY OR STANDBY POWER SYSTEM. (CBC 1705.13.6) EGRESS NOTES: B PLANCHECK REVISIONS 12-10-25 1' - 8 " 2'-0" 2'-0" 1' - 8 " 1' - 0 " 1' - 8 " 2'-0" 1' - 1 0 " 2TYP. 19TYP. 10TYP. 2TYP. 6TYP.3TYP.1TYP. 8TYP.1TYP.10TYP. 11 TYP. TYP. 3 TYP. 14 2TYP. 3 222 1 2 3 3 3 3 1 1 1 1 2 2 2 2 2 2 2 22 22 2 2 2 2 2 2 2 2 2 2 3 2 9TYP. 4TYP. 9TYP.4TYP. 16TYP. 1TYP. 2TYP.19TYP.10TYP. 3 TYP. 3 TYP. 18 TYP. 5TYP.12TYP. 6TYP. 16TYP. 1517TYP. 17TYP. 16 TYP. 17 TYP. 13TYP. 13TYP. 7 20TYP.19TYP. 17 5 TYP. 12 TYP. 10TYP. 10 TYP. 8 6 2'-0"5'-10 1/2" 2' - 0 " 2'-4 1/2" 2' - 0 " 4' - 7 " 1111 11 6 2121 Dr . K a l a n t a r i D e n t a l O f f i c e SHEET NO. 2509 REVISIONS: 5/30/2025DATE: PROJECT NO. DE N T A L O F F I C E T E N A N T I M P R O V E M E N T P R O J E C T 22 2 2 S . B r i s t o l S t r e e t , S u i t e A , S a n t a A n a , C A 9 2 7 0 4 CEILING PLAN A-2.0 N 1/4" = 1'-0" PRELIMINARY FLOOR PLAN 1.0 A CEILING PLAN KEYNOTES GENERAL NOTES 1.DO NOT SCALE FROM PLANS. VERIFY ALL DIMENSIONS ON SITE & REPORT ANY DISCREPANCIES TO ARCHITECT AT ONCE. 2. PAINT ALL NEW GYPSUM BOARD CEILINGS - PROVIDE SMOOTH TEXTURE FINISH. 3.COORDINATE REFLECTED CEILING INSTALLATION WITH MECHANICAL AND ELECTRICAL FIXTURES AND OUTLETS, ETC. REFER TO ENGINEER'S DRAWINGS FOR MECHANICAL, ELECTRICAL AND PLUMBING SYSTEMS AS REQUIRED. - SEE E-SERIES & M-SERIES DWGS. VERIFY ALL HVAC DIFFUSER LOCATIONS IN FIELD. NOTE ALL DISTRIBUTION DUCTS WILL BE RUN EXTERNALLY, OVER TOP OF EXISTING ROOF. 7.CAREFULLY COORDINATE INSTALLATION/ LOCATIONS OF DUCTWORK DROPS (SUPPLY AND RETURN REGISTERS) WITH EXISTING ROOF STRUCTURE. REPORT ANY CONFLICTS TO ARCHITECT IMMEDIATELY. 8.INTERIOR CEILING HEIGHTS VARY - MATCH EXISTING HEIGHTS AND CONFIRM LOCATIONS WHERE ADDITIONAL HEIGHTS, OR DROPPED BEAMS ARE DISCOVERED. 9.EXIT SIGNS TO BE INTERNALLY ILLUM. AND PROVIDED W/ BATTERY BACK-UP OF MIN. 90 MINS. DURATION IN CASE OF PRIMARY POWER LOSS. 10.PROVIDE MIN. 1 FOOT-CANDLE ILLUM. IN ALL OCCUPIED AREAS OF THE BUILDING AND EGRESS ROUTES. 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 RECESSED LED DOWNLIGHT LED UNDER-CABINET TASK LIGHT (ALKO OR EQ.) CEILING SPEAKERS (W/ SEP. VOL. CONTROL) LED WALL SCONCE / VANITY LIGHT AT 84" AFF CONCEALED LED ROPE 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 ACCESSORIES (REFER TO ELECTRICAL DRAWINGS) CABLE TV OUTLETTV SP CEILING HEIGHTS 1 9'-0" 2 10'-0" 3 11'-0"1 LED PENDANT LIGHT FIXTURE - BROWNLEE OR EQUIV. CONFIRM OWNER SELECTION PRIOR TO ORDERING - SEE ELEC. 2 2'x4' RECESSED INDIRECT LED LIGHT W/ PERF. MTL. SHIELD - SEE ELEC. FIXTURE SCHED. 3 RECESSED 4" SQUARE LED DOWNLIGHT W/ DECORATIVE TRIM - LITHONIA LDN4SQ OR EQUIV. - SEE ELEC. FIXTURE SCHED. 4 EXTERIOR GRADE 8" LED DOWNLIGHT W/ DECORATIVE TRIM FLUSH WITH WOOD PANEL CEILING - - SEE ELEC. FIXTURE SCHED. 5 LED TASK LIGHTING, TYP. @ WALL CABINETS. - SEE ELEC. FIXTURE SCHED. 6 GLASS-BLADE EDGE-ILLUM. EXIT LIGHTS W/ GREEN LETTERING. PROVIDE UNITS W/ 90 MIN. BATTERY BACK-UP. - SEE ELEC. FIXTURE SCHED. 7 NEW DECORATIVE VANITY LIGHTS - SET ON WALL 80" AFF CENTERED ABOVE LAV. BASIN OR EA. SIDE OF MIRROR @ 60" HT. & PROVIDE POWER FOR PERIM. LED MIRROR. SEE ELEC 8 6" LED DOWNLIGHT W/ DECORATIVE TRIM - LITHONIA LDN6 OR EQUIV. - SEE ELEC. 9 IPE WOOD 6" WDTH. PLANK TO U/S OF EXIST. SOFFIT 10 GYP. BD. CEILING W/ SMOOTH TEXTURE FINISH: 5/8" TYPE 'X' GYPSUM BOARD ON 2X 20 GA. MTL. JOIST STUDS 16" O.C. W/ SUPPORT / BLK'G/ BRACING AS REQ. - CEILING HEIGHTS AS NOTED 11 CONNECT TO CENTRAL EXHAUST FAN - MECH. DWGS.- COORD. W/ CABINET 12 LINE OF UPPER WALL CABINET, TYP. - COORD. W/ TASK LIGHTING 13 VERIFY EXISTING WINDOW HEAD HEIGHTS AND COORD. W/ NEW WINDOW BLINDS. 14 VERIFY LOCATIONS OF ALL EXISTING STRUCTURAL SUPPORT BEAMS AND MEMBERS. INFORM ARCHITECT IMMEDIATELY OF ANY CONFLICTS. 15 ENCASE EXISTING COLUMN W/ 5 8" GYP. BD. WRAP. 16 4000K WHITE LED STRIP LIGHTING IN SOFFITs - SEE DETAIL 17 PERIMETER GYP. BD. DROPPED SOFFIT. - SEE DETAILS 18 2-LAYERS 5/8" QUIETROCK W/ GREEN GLUE ADHESIVE. PROVIDE ADDN'L LAYER FIBERGLASS SOUND INSULATION BATT ABOVE GYP. BD. THIS ROOM ONLY. 19 SUSPENDED T-BAR CEILING SYSTEM: USG DONN DX/XL W/ 24" x 24" 'ASTRO-CLIMA PLUS' ACOUSTIC LAY-IN TILES W/ REBBET EDGE. WALL LEGEND NEW FULL HT. 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 AT MIN. 48" O.C.) EXISTING INTERIOR/EXTERIOR WALLS & STRUCTURAL WALLS TO REMAIN - PATCH/REPAIR AS NECESSARY- INFORM ARCHITECTS OF ANY CONFLICTS IN FIELD DURING DEMOLITION NEW 1 HOUR RATED FIRE BARRIER: 58" TYPE 'X' GYP. BD. EA. SIDE 3 58"x20 GA. METAL STUDS @ 16" O.C. W/ SOUND INSULATION BATTS FULL HT. (U/S OF EXIST. FLOOR) UL: U465 NEW LOW WALL AT BASE CABINETRY - 5 8" TYPE 'X' GYP. BD. EA. SIDE 3 5 8"x25 GA. METAL STUDS @ 16" O.C. 20 FLUSH TRANSITION BETWEEN QYP BD CEILING & ADJ. SUSPENDED CEILING 21.NEW EXTERIOR GRADE DECORATIVE SCONCE LIGHTS BY OWNER - SET ON WALL 80" AFF - SEE ELECT. 3/4" EXT. STUCCO ON GALV. EML ON TYVEK WRAP ON 5/8" CDX PLYWD. ON 2X6 WOOD STUDS AT 16" OC. W/ R-21 BATT INSULATION (5/8" TYPE X GYP. BD. @ INTERIOR) 6 A6.0 7 A6.0 2 A6.0 10 A6.0 10 A6.0 4 A6.0 4 A6.0 6 A6.0 7 A6.0 1 100 - WAITING 2 100 - WAITING 3 112 - HALLWAY 4 101 - RECEPTION 5 101 - RECEPTION 6 101 - RECEPTION 7 101 - RECEPTION 8 100 - WAITING (FISH TANK BASE)9 TYP. OP 10 TYP. 12 O' CLOCK UNIT 11 TYP. OP CAB 12 TYP. PRIVATE OP. CAB 13 108 - HALLWAY 14 108 - HALLWAY 31 " 2' - 7 " 1' - 1 0 " 2' - 7 " 1' - 1 0 " 31 " 8'-8" EQ.EQ.EQ. 2'-2"1'-8 1/2" 2' - 7 " 5'-7"PLASTIC LAM. FACED DRAWERS (TYP.) BASE PER FIN. SCHED. WORK SINK CURVED PLASTIC LAM. FACED CABINET 15 111 - WORK AREA 16 17 18 119 - STERILIZATION/LAB 2' - 1 0 " 1' - 8 " 3' - 6 " 1' - 1 0 " 1' - 6 " 2' - 1 0 " 1' - 8 " 3' - 6 " ACCESSIBLE SINK W/ INSUL PIPES BELOW OPEN OPEN 1'-0"1'-5" ULTRASONIC - INSET INTO COUNTERTOP KICK OUT WASTE & BIO DRAWER W/ 6" DROPS 1'-2" 9'-1" 4'-7"1'-10 1/2"10'-7" 4'-10 1/2"1'-0"4'-8 1/2" 1' - 0 " 3' - 6 " 2' - 7 " 4'-0"5'-3" 8" 2' - 1 0 " 7'-6" 1'-0"2'-0"4'-7"2'-0"1'-0" 7'-1 1/2" 10'-7"5'-3"4'-0" 3' - 6 " 3' - 6 " 2'-0"1'-0"5'-10 1/2"2'-4 1/2" 3' - 3 " 4'-0" 3'-0"2'-11" 3' - 6 " 1' - 0 " 1'-0"2'-0"5'-10 1/2"2'-4 1/2" 9'-3"5'-0" 1' - 0 " 27 " KNEE SPACE 27 " KNEE SPACE 27 " KNEE SPACE 6'-6" 8" X 12" FASTCAP SPEEDBRACE WALL BRACKETS 8" X 12" FASTCAP SPEEDBRACE WALL BRACKETS 8" X 12" FASTCAP SPEEDBRACE WALL BRACKETS 1'-0"2'-0"4'-7"2'-0"1'-0" FRIDGE LOCN. PROVIDE POWER/WATER 3'-0" MICROWAVE NICHE -VERIFY -COORD. W/ ELEC., BOTTOM SHELF 16" DP. 2'-5"2'-5"2'-0"2'-8"2'-8"1'-4"2'-0"3'-0"3'-0"1'-6"2'-11" 2' - 0 " 6' - 0 " 1'-1"2'-4"1'-2" 2' - 1 0 " 1' - 8 " 3' - 6 " 2' - 1 0 " 1' - 8 " 3' - 6 " 2'-2" 2'-2"3'-0" 1'-5"3'-0"3'-0"3'-0" 1'-4"2'-6"1'-0"3'-0"2'-9"2'-0"1'-6"3'-0"3'-0"2'-10" 1'-8"2'-10"2'-10"1'-8"3'-0"1'-2" 12" RADIUS 2' - 1 0 " 1' - 8 " 3' - 6 " 2' - 1 0 " 2' - 1 0 " 2' - 7 " 1' - 1 1 " 3' - 6 " 8' - 0 " 4" 9' - 0 " 5' - 6 " WORK SINK - EMPLOYEE USE ONLY OPEN SHELF/ NICHE FOR STERILIZERS W/ PULLOUT SOLID-SURFACING SHELVES BELOW EA. - VERIFY EQUIP. SIZES PRIOR TO FABRICATION ACCESSIBLE SINK W/ INSUL PIPES BELOW - PROVIDE WATER FILTER/PURIFIER W/ SEPARATE DISPENSER DOORS W/ INTEGRAL CRANKED TOE-KICK AND 180 DEGREE HINGES FOR ACCESSIBILITY - MIN. 30" CLEAR WIDE APPROACH 2' - 0 " 2' - 0 " 2' - 0 " 1' - 8 " 1' - 0 " 1' - 0 " 4 1/2" 14" PATIENT CHART DIVIDERS @ 4 12" O.C. 2'-11 1/2"2'-11 1/2"2'-11 1/2" TOP ROW - REGULAR STORAGE PLASTIC LAM. FACED CABINETS FULL HT. PLASTIC LAM. FACED SOFFIT PLASTIC LAM. FACED CABINETS (TYP.) ADJ. SHELVES (TYP.) COUNTERTOP PER FIN. SCHED. CONT. UNDER CAB. TASK LIGHTING BASE PER FIN. SCHED. PLASTIC LAM. FACED CABINETS (TYP.) ADJ. SHELVES (TYP.) COUNTERTOP & FULL HT. BACKSPLASH PER FIN. SCHED. CONT. UNDER CAB. TASK LIGHTING BASE PER FIN. SCHED. PLASTIC LAM. FACED CABINETS (TYP.) ADJ. SHELVES (TYP.) COUNTERTOP & FULL HT. BACKSPLASH PER FIN. SCHED. CONT. UNDER CAB. TASK LIGHTING BASE PER FIN. SCHED. 3'-0" PLASTIC LAM. FACED CABINETS (TYP.) ADJ. SHELVES (TYP.) COUNTERTOP & FULL HT. BACKSPLASH PER FIN. SCHED. CONT. UNDER CAB. TASK LIGHTING BASE PER FIN. SCHED. COUNTERTOP PER FIN. SCHED. BASE PER FIN. SCHED. PLASTIC LAM. FACED CABINETS (TYP.) DOORS W/ INTEGRAL CRANKED TOE-KICK AND 180 DEGREE HINGES FOR ACCESSIBILITY - MIN. 30" CLEAR WIDE APPROACH COUNTERTOP PER FIN. SCHED. BASE PER FIN. SCHED. PLASTIC LAM. FACED CABINETS (TYP.) 2' - 1 0 " QUARTZ-SURFACE TRANSACTION TOP - OWNER TO VERIFY COLOR ACCESSIBLE TRANSACTION TOP QUARTZ-SURFACE TRANSACTION TOP - OWNER TO VERIFY COLOR INDIRECT LED LIGHTING PLAS. LAM. FACE QUARTZ FACE QUARTZ FACE QUARTZ FACE QUARTZ FACE PLAS. LAM. FACE PLAS. LAM. FACE PLAS. LAM. FACE INDIRECT LED LIGHTING GYP. BD. SOFFITGYP. BD. SOFFIT FRAMELESS GLASS WALL/DOOR - SEE DETAIL STRUCTURAL COLUMN - PROTECT IN PLACE COVER WITH GYP. BD. & PAINT GYP. BD. SOFFIT STRUCTURAL COLUMN - PROTECT IN PLACE COVER WITH GYP. BD. & PAINT INDIRECT LED LIGHTING QUARTZ-SURFACE TRANSACTION TOP - OWNER TO VERIFY COLOR PLASTIC LAM. BASE FRAMELESS GLASS WALL/DOOR - SEE DETAIL PAINTED GYP. BD. SOFFIT STRUCTURAL COLUMN - PROTECT IN PLACE COVER WITH GYP. BD. & PAINT 8" 2' - 1 0 " FULL HT. PLASTIC LAM. FACED SOFFIT PLAS. LAM. FINISH PLASTIC LAM. BASE PLASTIC LAM. BASE P-LAM. FINISH 2' - 1 0 " 4'-1"7"3'-5" 5 1/2" 4'-5 1/2" 7' - 0 " 2' - 4 1 / 2 " 4' - 3 1 / 2 " 1'-9" 2' - 1 0 " 1'-9" 7' - 0 " WORK SINK 1'-2" 5" Ø TRASH CHUTE 1'-8" 119 - STERILIZATION/LAB119 - STERILIZATION/LAB 12" x 12" REVEAL 12" x 12" REVEAL 3' - 0 " 1'-6" TANK AND OTHER EQUP. BY OWNER - PROVIDE DRAIN, POWER, WATER PLASTIC LAM. BASE 2'-2"1'-8 1/2" 2' - 7 " 5'-7" 1'-4" CURVED (16" RADIUS) 1'-4" CURVED (16" RADIUS) 3" RADIUS PASS THROUGHPLASTIC LAM. FACED CABINETS (TYP.) ADJ. SHELVES (TYP.) PLASTIC LAM. FACED BASE 3" SIDE CHASE (WIRE ROUTING) 1'-10" 2' - 7 " 1' - 8 1 / 2 " 4" 3' - 0 " 5" 8' - 0 " 1'-2" 5' - 5 " 1'-10" 3'-6"1'-1"1'-1" 2'-0"1'-6" 1'-2"1'-2" DOUBLE GLOVE PULL HOLES W/ BOX CLIPS @ EA. SIDE COUNTERTOP PER FIN. SCHED. PULL-OUT KEYBOARD TRAY W/ DROP-DN. FRONT FULL HT. BACKSPLASH 3" THICKNESS FOR WIRE ROUTING PLAS. LAM. FACED CABINETS (TYP.) OBSC. TEMPERED GLAZED DOORS W/ ADJ. TEMP. GLASS SHELVES MONITOR MOUNT FULL DEPTH DRAWERS A-DEC CLOCK/TIMER FLUSH MOUNTED -PROVIDE UNDER CAB. TASK LIGHTING PLASTIC LAM. BASE COUNTERTOP PER FIN. SCHEDULE PLASTIC LAM. PUSH-TO-OPEN CABINETS W/O PULLS 1'-6"1'-6"1'-6" OPEN OPEN PAINTED GYP. BD. SOFFIT PAINTED GYP. BD. SOFFIT PAINTED GYP. BD. SOFFIT PENCIL DRAWERS 1'-5" BACK FRONT LEFT RIGHT 2' - 1 0 " 4'-1"7"3'-5" 5 1/2" 4'-5 1/2" 1'-2"1'-8" 2' - 7 " CABINET ELEVATIONS Dr . K a l a n t a r i D e n t a l O f f i c e SHEET NO. 2509 REVISIONS: 5/30/2025DATE: PROJECT NO. DE N T A L O F F I C E T E N A N T I M P R O V E M E N T P R O J E C T 22 2 2 S . B r i s t o l S t r e e t , S u i t e A , B , C , D , S a n t a A n a , C A 9 2 7 0 4 A-3.0 3/8" = 1'-0" CABINET ELEVATIONS 3.0 A 8 A6.2 8 A6.2 2 A6.1 6 A6.2 1 1'-6"3'-0"3'-0"1'-11" 2'-8"2'-8"2'-8"1'-5" 2' - 1 0 " 1' - 8 " 3' - 6 " WORK SINK - EMPLOYEE USE ONLY PLASTIC LAM. FACED CABINETS (TYP.) ADJ. SHELVES (TYP.) CONT. UNDER CAB. TASK LIGHTING BASE PER FIN. SCHED. COUNTERTOP & FULL HT. BACKSPLASH PER FIN. SCHED. 119 - STERILIZATION/LAB CABINET ELEVATIONS Dr . K a l a n t a r i D e n t a l O f f i c e SHEET NO. 2509 REVISIONS: 5/30/2025DATE: PROJECT NO. DE N T A L O F F I C E T E N A N T I M P R O V E M E N T P R O J E C T 22 2 2 S . B r i s t o l S t r e e t , S u i t e A , B , C , D , S a n t a A n a , C A 9 2 7 0 4 A-3.1 3/8" = 1'-0" CABINET ELEVATIONS 3.1 A 1 102 - ALL GENDER RESTROOM 2 103- ALL GENDER RESTROOM MATERIALPRODUCTTRADENAMEMODELNUMBER 17 " - 1 9 " 19 " M I N . GRAB BAR 42" 7"-9" 12" 24" MIN. 34 " 34 " 27 " MI N . 1.5" COVED BASE 5" 34 " 29 " 20" 60" MIN. 34 " 27 " 17" - 18" 42" GRAB BAR 36" 12"24" 34 " 27 " MI N . INSULATED PIPE 60" MIN. 34 " 27 " 17" - 18" 42" GRAB BAR 36" 12"24" INSULATED PIPE MATERIALPRODUCTTRADENAMEMODELNUMBER17 " - 1 9 " 19 " M I N . GRAB BAR 42" 7"-9" 12" 24" MIN. 34 " 40 " 1.5" COVED BASE 5" 34 " 29 " 20" 40 " FULL HT. TILE FINISH - TBD. BY OWNER TYP. 12" COVED BASE 42" GRAB BAR FLUSH HANDLE ON WIDE SIDE OF TOILET RECESSED SEAT COVER DISP. NEW RECESSED S/STL. WASTE/TOWEL DISP. - BOBRICK B-36903 42" GRAB BAR FLUSH HANDLE ON WIDE SIDE OF TOILET RECESSED SEAT COVER DISP. 24" X 36" LED BACKLIT MIRROR 24" X 36" LED BACKLIT MIRROR FULL HT. TILE FINISH - TBD. BY OWNER TYP. 12" COVED BASE 60 " ACCESSIBLE SIGN ON OUTSIDE OF DOOR 60 " ACCESSIBLE SIGN ON OUTSIDE OF DOOR QUARTZ COUNTER TOP W/ INTEGRATED SINK INSULATED PIPE NEW RECESSED S/STL. WASTE/TOWEL DISP. - BOBRICK B-36903 QUARTZ COUNTER TOP W/ INTEGRATED SINK INSULATED PIPE 40 " 40 " RESTROOM ELEVATIONS Dr . K a l a n t a r i D e n t a l O f f i c e SHEET NO. 2509 REVISIONS: 5/30/2025DATE: PROJECT NO. DE N T A L O F F I C E T E N A N T I M P R O V E M E N T P R O J E C T 22 2 2 S . B r i s t o l S t r e e t , S u i t e A , B , C , D , S a n t a A n a , C A 9 2 7 0 4 A-3.2 3/8" = 1'-0" RESTROOM ELEVATIONS 3.2 A 11 A6.1 11 A6.1 10 A7.0 10 A7.0 12 A6.1 12 A6.1 8 A7.0 4 A7.0 8 A7.0 4 A7.0 20'-8" 5'-2 1/2"5'-1 1/2"5'-1 1/2"5'-2 1/2" 1' - 5 " 6' - 8 " 1' - 5 " 9' - 6 " 1' - 5 " 6' - 8 " 1' - 5 " 9' - 6 " 1' - 5 " 6' - 8 " 1' - 5 " 9' - 6 " 5'-11 1/2"5'-11 1/2"6'-4"6'-6 1/2" 11'-10 1/2"16'-4"16'-4 1/2"3'-3"8'-8" 5'-11"5'-11"5'-5 1/2"5'-4 1/2"5'-5 1/2"5'-6"5'-5"5'-6" 11'-9 1/2" 3'-11 1/2"3'-10 1/2"3'-11 1/2" 1' - 5 " 6' - 8 " 1' - 5 " 9' - 6 " 2 3 1 6' - 8 " EXTERIOR ELEVATIONS Dr . K a l a n t a r i D e n t a l O f f i c e SHEET NO. 2509 REVISIONS: 5/30/2025DATE: PROJECT NO. DE N T A L O F F I C E T E N A N T I M P R O V E M E N T P R O J E C T 22 2 2 S . B r i s t o l S t r e e t , S u i t e A , B , C , D , S a n t a A n a , C A 9 2 7 0 4 A-3.3 3/8" = 1'-0" EXTERIOR ELEVATIONS 3.3 A REPLACE EXIST. CLAY TILE ROOF W/ NEW BLACK STANDING SEAM MTL/ ROOF. LINE OF OLD FACADE WALL - INFILL WITH NEW PARAPET TO CREATE ONE RIGHT ANGLE - WHITE STUCCO FIN. TYP. NEW WHITE SMOOTH SANTA BARBARA STUCCO FIN. - SMOOTH SANTA BARBARA FINISH ONLY ON THIS VOLUME AND NEW PARAPETS NEW LOGO/SIGNAGE UNDER SEPARATE PERMIT - PROVIDE POWER REPLACE EXIST. CLAY TILE ROOF W/ NEW BLACK STANDING SEAM MTL/ ROOF. REMOVED EXIST. BRICK VENEER AND PREP FOR NEW STUCCO FIN - TYP. NEW STOREFRONT WINDOW/DOOR SYSTEM NEW WHITE SAND STUCCO FIN.NEW WHITE SAND STUCCO FIN. REPLACE EXIST. CLAY TILE ROOF W/ NEW BLACK STANDING SEAM MTL/ ROOF. - COLOR TBD BY OWNER. REPLACE EXIST. CLAY TILE ROOF W/ NEW BLACK STANDING SEAM MTL/ ROOF NEW STOREFRONT WINDOW SYSTEM NEW STOREFRONT WINDOW SYSTEM LINE OF EXIST. ROLL UP DOOR - REMOVE AND INFILL WALL - SEE A1.0 1X6 IPE WD. SIDING W/ PENETRATING OIL FIN. - TYP. 1X6 IPE WD. SIDING W/ PENETRATING OIL FIN. - TYP. PROVIDE THROUGH-PARAPET DRAIN WHERE BOTTOM OF ROOF VALLEY MEETS PARAPET NEW PARAPET NEW WHITE SAND STUCCO FIN.NEW WHITE SAND STUCCO FIN. 12 A6.1 NEW PARAPET CAP TO MATCH STUCCO COLOR NEW EXTERIOR GRADE SCNCE LIGHT 80" AFF - BY OWNER - TYP. T 7' - 0 " FIN. PER SCHED. 1/2" GLASS ETCHED. TEMP. HERCULITE GLASS - PROVIDE 3M FROSTED FILM PROVIDE HDWR. PER SCHEDULE 3'-0" 6' - 2 " 10 " C SCWD W/ P-LAM. FIN.D 1/2" TEMP. GLZ. HERCULITE DOOR 6' - 2 " 10 " 7' - 0 " FIN. PER SCHED. 3 8" TEMP. GLZ. - GLASS ETCHED 'TEMPERED' A SCWD W/ P-LAM. FIN.STOREFRONT DOOR W/ ANO. FINISH B 7' - 0 " 7' - 0 " FROSTED FIN. A-4.0 Dr . K a l a n t a r i D e n t a l O f f i c e SHEET NO. 2509 REVISIONS: 5/30/2025DATE: PROJECT NO. DE N T A L O F F I C E T E N A N T I M P R O V E M E N T P R O J E C T 22 2 2 S . B r i s t o l S t r e e t , S u i t e A , B , C , D , S a n t a A n a , C A 9 2 7 0 4 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 HA R D W A R E S E T OP E R A T I O N VI S I O N P N L . / G L A Z E D HARDWARE SETS P = PAINTED (E)= EXISTING ALUM = ALUMINUM W/ PRE-FINISH KD = KNOCK-DOWN MTL. VP = VISION PANEL ANO = ANODIZED ALUMINUM 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 ALX50P NEP PRIVACY LOCK: SCHLAGE ALX40 NEP LATCHSET: SCHLAGE ALX10 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 SCWD = SOLID CORE WOOD DOOR DOOR MATERIALS INTERIOR WALL AND FINISH NOTES 1. ALL METAL STUDS SHALL BE 16" ON CENTER FULL HEIGHT TO 4" ABOVE EXISTING GYP. BD. CEILING SOFFIT, AND BRACED ABOVE WITH DIAGONAL STEEL STUDS AT 48" ON CENTER, STAGGARED EACH SIDE. PROVIDE ACOUSTICAL LATEX SEALANT AT ALL EXPOSED AND CONCEALED JOINTS, PER ASTM C 834. 2. PROVIDE FRAMING COMPONENTS COMPLYING WITH ASTM C754/ASTM C840. ALL METAL COMPONENTS TO HAVE G-40 HOT DIP GALVANIZED COATING PER ASTM A 525. ALL METAL FASTENERS TO BE CORROSION RESISTANT. 3. PROVIDE 5 8" TYPE 'X' GYPSUM BOARD TO EACH SIDE OF ALL NEW STUD WALLS PER ASTM C 36. PROVIDE WATER RESISTANT GYPSUM BOARD AT ALL PLUMBING WALLS. ENSURE ALL JOINTS ARE FIRETAPED AND SMOOTH. FINISH WITH A SMOOTH TEXTURE. 4. PROVIDE BULLNOSE CORNER BEAD AT ALL VERTICAL GYP. BD. CORNERS AND SQUARE CORNER BEAD AT ALL HORIZONTAL EDGES. 5. PAINTING AND DRYWALL SUB-CONTRACTORS TO ENSURE ALL FINISHES ARE SMOOTH AND WASHABLE. INTERIOR FINISHES (INCLUDING CARPET AND VINYL COMPOSITION TILE) TO CONFORM TO CHAPTER 8 OF THE U.B.C. CLASS II; FLAME SPREAD INDEX 200 MAX; SMOKE DENSITY RATING 450 MAX. ALL DECORATIVE MATERIALS SHALL BE MAINTAINED IN A FLAME RETARDANT CONDITION. 6. COORDINATE INSTALLATION OF GLUE-DOWN COMMERCIAL CARPET IN ROOMS INDICATED. ENSURE COMPLIANCE WITH CRI 104, SECTION 9 "GLUE DOWN". SEE FINISH SCHEDULE. 7. FLOORING CONTRACTOR SHALL PREPARE ALL SUBSTRATES, INCLUDING CEMENTITIOUS FEATHERING/FLOATING, AS REQUIRED, INCLUDING ALL TRENCH PATCH AREAS, ROUGH & UNEVEN, ETC. SLABS. 8. NEW VINYL TILE FLOORING SHALL BE INSTALLED IN ROOMS NOTED. ALL JOINTS TO BE SEAMED PER MANUFACTURER'S INSTRUCTIONS. COLOR TO BE CONFIRMED BY ARCHITECT / OWNER PRIOR TO INSTALATION. SEE FINISH SCHEDULE. PROVIDE APPROVED SEALER TO CONCRETE FLOOR SLAB AREAS WHERE NEW, PATCHED OR EXHIBITING EVIDENCE OF MOISTURE OFF-GASING. 9. REFER TO INTERIOR MATERIALS AND FINISHES LIST BELOW: CONFIRM ALL TILE, PLASTIC LAMINATE, WALL AND FLOORING SELECTIONS WITH OWNER PRIOR TO ORDERING. ALL FINISHES BY CONTRACTOR, UNLESS SPECIFICALLY NOTED OTHERWISE. 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 PROVIDE KEYPAD ENTRY LOCKET AT DOORS 1,7,8,9 3.112 PR x 4" BUTT HINGES LEVER CYL. PRIVACY LOCK O/H CLOSER, STOP 4.STOREFRONT PIVOT HINGES PAIR 12" 'D' PULLS PAIR INTEGRATED CLOSERS SARGENT 80 SERIES RIM PANIC BAR DEADLOCKS: ADAMS RITE D.R. MS 1850, MS 4303, OR MS 4002, OR EQ. WEATHERSTRIPPING, THRESHOLD & STOPS 5.2"X6" POL. CHROME PATCH HDWR. 60" POL. CHROME BAR PULL, NO STOP WWW.SPECIALTYGLASSDOORS.COM 7.R 12" PLAN TEK 'D' PULLS HAFELE FUTURA TYPE 2 AND STOPS 8.EZY CONCEPT EZY JAMB SRC FRAME LEVER CYL. PASSAGE 3 - ROCYORK RYST-120 CONCEALED HINGES ROCKYORK CONCEALED CLOSER 9.60" POL. CHROME BAR PULL Description TEXT / BRAILLE: "EXIT ROUTE" WALL MOUNTED ADJ. DOOR W/ RAISED ACCESSIBLE SIGN SCHEDULE No. / Loc'n. 01 03 EXIT ROUTE Text 2 Qty. READ WITH ACCESSIBILITY NOTES ON SHEET A0.0 & A7.0 Mounting 02 EXIT 4 WALL MOUNTED ADJ. DOOR W/ RAISED TEXT / BRAILLE: "EXIT" ALL GENDER ACCESSIBLE TOILET SIGN: INSET TRIANGLE DOOR MOUNTED 1/4" THK. SIGN W/ 12" EDGE CIRCLE/ ALL GENDER RESTROOM 2 SIGNS TO BE 3/8" POLYCARBONATE W/ MECHANICAL ATTACHMENT. SIGNS SHALL COMPLY WITH CBC 1011.4 &11B-703. PROVIDE CONTRASTING COLORS AND VERIFY SIGN COLORS WITH OWNER. READ WITH DETAIL 10A7.0. 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. 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. EXIT ACCESS DOORS TO HAVE LEVER HARDWARE, WHICH RETRACTS BOTH LOCKS IN A SINGLE OPERATION. CBC 1008.1.9.5 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 WITHOUT REQUIRING THE ABILITY TO GRASP THE OPENING HARDWARE. CBC 1133B.2.5.2. 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 1008.1.1 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. Mounting 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 LOCATION RATING NO ROOM OPENINGTYPE FRAME HARDWARE REMARKS ROOM NO FLOOR COUNTERWALLSBASE CABS REMARKS 110 112 111 106 103 109 107 104 101 100 RECEPTION WAITING 105 108 FINISH SCHEDULE - ALL FINISHES SHALL COMPLY WITH CBC TABLE 803.13 READ W/ INTERIOR DESIGN MATERIALS AND COLORS SCHEDULE PL-1 PLASTIC LAMINATE: WILSONART, COLOR: TBD (CONTACT: JUSTIN CASTILLO 714.493.9960) TBD PL-2 PLASTIC LAMINATE: WILSONART, COLOR: TBD (CONTACT: JUSTIN CASTILLO 714.493.9960) TBD PL-3 DOORS ONLY: PLASTIC LAMINATE: WILSONART, COLOR: TBD (CONTACT: JUSTIN CASTILLO 714.493.9960) TBD FT-1 PORCELAIN FLOOR TILE: PORCELANOSA, COLOR: TBD SIZE: TBD (CONTACT: OLIVIA 714.772.3183) GROUT: 1 16" CUST. BLDNG. PRODUCT, COLOR: TBD FT-2 PORCELAIN FLOOR TILE: PORCELANOSA, COLOR: TBD SIZE: TBD (CONTACT: OLIVIA 714.772.3183) GROUT: 1 16" CUST. BLDNG. PRODUCT, COLOR: TBD WT-1 PORCELAIN WALL TILE: PORCELANOSA, COLOR: TBD SIZE: TBD (CONTACT: OLIVIA 714.772.3183) GROUT: 1 16" CUST. BLDNG. PRODUCT, COLOR: TBD VP-1 VINYL PLANKS: METROFLOR BY ARMSTRONG, COLOR: TBD (CONTACT: JIM KILLEEN 951.264.2661) TBD QZ-1 QUARTZ SURFACE: RAINBOW STONE W/ PRE FINISHED STRAIGHT EDGE, COLOR: TBD (CONTACT: 858.271,8177) TBD FRP-1 FIBER REINFORCED BOARD: COLOR: TBD TYP. ALL WALLS JANITOR CLOSET RS-1 ROLLER SHADES: HUNTER DOUGLAS CONTRACT, SHEER WEAVE 4600, COLOR: TBD (CONTACT: MATT 949-330-9756) RB-1 TOPSET VINYL BASE: FLEXCO , COLOR: TBD (CONTACT: JIM KILLEEN 951.264.2661) TBD TB-1 6" COVED TILE BASE: PORCELANOSA, COLOR: TBD SIZE: TBD (CONTACT: OLIVIA 714.772.3183) P-1 FIELD EGGSHELL/ CEILING FLAT PAINT: DUNN EDWARDS, COLOR: TBD TBD P-2 ACCENT EGGSHELL PAINT: DUNN EDWARDS, COLOR: TBD TBD P-3 SCRUBBABLE ENAMEL PAINT: DUNN EDWARDS, COLOR: TBD TBD 102 WORK AREA STORAGE HALLWAY 01 108 - HALLWAY NON RATED B 3'-0"8'-0"1-3/4"ALUM/GLZ GLZ ALUM ANO 2A6.1 2A6.1 2A6.1 4 EXIT YES PRIVATE OP PRIVATE OP CONSULTATION ALL EXIST. DOORS MIN. 36" WIDTH W/ LEVER ACTION HDWR. 02 100 - WAITING NON RATED B 3'-0"8'-0"1-3/4"ALUM/GLZ GLZ ALUM ANO 2A6.1 2A6.1 2A6.1 4 EXIT YES 04 EXISTING ADJACENT SUITE NON RATED B 3'-0"8'-0"1-3/4"ALUM/GLZ GLZ ALUM ANO 2A6.1 2A6.1 2A6.1 4 EXIT YES 05 100 - WAITING NON RATED D 3'-0"8'-0"1/2"GLASS PL -----5 PASSAGE NO 06 103 - ALL GENDER RESTROOM NON RATED A 3'-0"8'-0"1-3/4"SCWD PL KD ANO 6A6.1 6A6.1 6A6.1 3 PRIVACY NO 07 102 - ALL GENDER RESTROOM NON RATED A 3'-0"8'-0"1-3/4"SCWD PL KD ANO 6A6.1 6A6.1 6A6.1 3 PRIVACY NO 08 120 - OFFICE NON RATED D 3'-0"8'-0"1/2"GLASS GLZ --14A6.1 14A6.1 14A6.1 9 SLIDING YES 09 121 - MECHANICAL 1 HR. FIRE RATED A 3'-0"8'-0"1-3/4"SCWD P --4A6.1 4A6.1 4A6.1 8 PASSAGE NO 11 111 - WORK AREA NON RATED C 3'-0"8'-0"1-3/4"SCWD PL KD ANO 6A6.1 6A6.1 6A6.1 1 PASSAGE YES ALL NEW GLASS DOORS, STOREFRONTS, PANELS, ETC. SHALL BE SAFETY GLAZED AND GLASS ETCHED 'TEMPERED' 12 110 - PRIVATE OP NON RATED C 3'-0"8'-0"1-3/4"SCWD PL KD ANO 3A6.1 3A6.1 3A6.1 7 POCKET YES NEW STOREFRONT ENTRY/EXIT DOOR MOUNTED ON WALL - SEE ACCESS SIGNAGE DETAIL 10A7.0. MOUNTED ON WALL - SEE ACCESS SIGNAGE DETAIL 10A7.0. MOUNTED ON DOOR - SEE ACCESS SIGNAGE DETAIL 10A7.0. 10 113 - PRIVATE OP NON RATED C 3'-0"8'-0"1-3/4"SCWD PL KD ANO 3A6.1 3A6.1 3A6.1 7 POCKET YES DOOR 6, 7 DOOR 05, 19 DOOR 01,02, 03, 04 113PRIVATE OP 114OP 115OP 116OP 117OP 118OP 119STERILIZATION/LAB 120OFFICE 121MECHANICAL CONSULTATION OFFICE HALLWAY 122PANO 14 107 - OFFICE NON RATED A 3'-0"8'-0"1-3/4"SCWD PL KD ANO 6A6.1 6A6.1 6A6.1 2 LOCK NO DOOR TYPE 03 EXISTING ADJACENT SUITE NON RATED B 3'-0"8'-0"1-3/4"ALUM/GLZ GLZ ALUM ANO 2A6.1 2A6.1 2A6.1 4 EXIT YES HERCULITE DOOR W/ POL. CHROME PATCH HARDWARE. PROVIDE FROSTED/PRIVACY FILM TO DOOR, PER OWNER DIRECTION. CRL 690 SERIES BRUSHED STAINLESS ANODIZED DROP CEILING SLIDING DOOR NEW STOREFRONT ENTRY/EXIT DOOR - ADD SIGN "THIS DOORTO REMAIN UNLOCKED WHILE THIS SPACE IS OCCUPIED" COORDINATE COLOR/MATERIAL SELECTIONS W/ OWNER, TYP. ALL ROOMS P-1/P-2FT-1 RB-1 PL-1QZ-1 @42" HT. PL-2 @31" HT. P-1/P-2RB-1 PL-1 PROVIDE WAINSCOT TO 48" HT. ALL WALLS RB-1 RB-1 --P-1/P-2 RB-1 SS-1 PL-1P-1/P-2 VP-1 RB-1 PL-1P-1/P-2 VP-1 RB-1 PL-1P-1/P-2 VP-1 RB-1 PL-1P-1/P-2 RB-1 P-1/P-2 RB-1 VP-1 RB-1 -- RB-1 RB-1 RB-1 VP-1 RB-1 P-1/P-2 RB-1 PL-1P-1/P-2 RB-1 P-1/P-2VP-1 RB-1 PL-1P-1/P-2 RB-1 -- EXIT SIGNAGE AND EGRESS ILLUMINATION NOTES 1. EXIT SIGNS SHALL BE INTERNALLY OR EXTERNALLY ILLUMINATED. 2. EXIT SIGNS ILLUMINATED BY AN EXTERNAL SOURCE SHALL HAVE AN INTENSITY OF NOT LESS THAN 5 FOOT CANDLES (54 IUX) 3. INTERNALLY ILLUMINATED SIGNS SHALL BE LISTED AND LABELED AND SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER’S INSTRUCTIONS AND CBC SECTION 2702. 4. EXIT SIGNS SHALL BE ILLUMINATED AT ALL TIMES. (CBC SECTION 1013.3) 5. EGRESS DOORS SHALL BE READILY OPENABLE FROM THE EGRESS SIDE WITHOUT THE USE OF A KEY OR SPECIAL KNOWLEDGE OR EFFORT. SEE CBC SECTION 1010.1.9.3 FOR EXCEPTIONS 6. DOOR HANDLES, LOCK AND OTHER OPERATING DEVICES SHALL BE INSTALLED AT A MIN. 34” AND A MAX. 48” ABOVE THE FINISHED FLOOR 7. ALL EGRESS DOOR OPERATION SHALL ALSO COMPLY WITH SECTION 1010.1.9 - 1010.1.9.12. 8. THE MEANS OF EGRESS, INCLUDING THE EXIT DISCHARGE, SHALL BE ILLUMINATED AT ALL TIMES THE BUILDING SPACE SERVED BY THE MEANS OF EGRESS IS OCCUPIED. 9. THE MEANS OF EGRESS ILLUMINATION LEVEL SHALL NOT BE LESS THAN 1 FOOT-CANDLE AT THE WALKING SURFACE. 10. THE POWER SUPPLY FOR MEANS OF EGRESS ILLUMINATION SHALL NORMALLY BE PROVIDED BY THE PREMISES' ELECTRICAL SUPPLY. IN THE EVENT OF POWER SUPPLY FAILURE, AN EMERGENCY ELECTRICAL SYSTEM SHALL AUTOMATICALLY ILLUMINATE THE FOLLOWING AREAS: I. AISLES AND UNENCLOSED EGRESS STAIRWAYS IN ROOMS AND SPACES THAT REQUIRE TWO OR MORE MEANS OF EGRESS. II. CORRIDORS, EXIT ENCLOSURES AND EXIT PASSAGEWAYS IN BUILDINGS REQUIRED TO HAVE TWO OR MORE EXITS. III. EXTERIOR EGRESS COMPONENTS AT OTHER THAN THE LEVEL OF EXIT DISCHARGE UNTIL EXIT DISCHARGE IS ACCOMPLISHED FOR BUILDINGS REQUIRED TO HAVE TWO OR MORE EXITS. IV. INTERIOR EXIT DISCHARGE ELEMENTS, AS PERMITTED IN CBC SECTION 1028.1, IN BUILDINGS REQUIRED TO HAVE TWO OR MORE EXITS. V. EXTERIOR LANDINGS, AS REQUIRED BY CBC SECTION 1010.1.6, FOR EXIT DISCHARGE DOORWAYS IN BUILDINGS REQUIRED TO HAVE TWO OR MORE EXITS. 11.THE EMERGENCY POWER SYSTEM SHALL PROVIDE POWER FOR A DURATION OF NOT LESS THAN 90 MINUTES AND SHALL CONSIST OF STORAGE BATTERIES, UNIT EQUIPMENT OF AN ON-SITE GENERATOR. THE INSTALLATION OF THE EMERGENCY POWER SYSTEM SHALL BE IN ACCORDANE WITH CBC SECTION 2702. HERCULITE DOOR W/ POL. CHROME PATCH HARDWARE. PROVIDE FROSTED/PRIVACY FILM TO DOOR, PER OWNER DIRECTION. 13 109 - PRIVATE OP NON RATED C 3'-0"8'-0"1-3/4"SCWD PL KD ANO 3A6.1 3A6.1 3A6.1 7 POCKET YES 15 106 - STORAGE NON RATED A 3'-0"8'-0"1-3/4"SCWD PL KD ANO 6A6.1 6A6.1 6A6.1 2 LOCK NO 16 105 - CONSULTATION NON RATED D 3'-0"8'-0"1/2"GLASS GLZ -----5 PASSAGE YES 17 104 - CONSULTATION NON RATED D 3'-0"8'-0"1/2"GLASS GLZ -----5 PASSAGE YES 18 108 - HALLWAY NON RATED C 3'-0"8'-0"1-3/4"SCWD PL KD ANO 6A6.1 6A6.1 6A6.1 1 PASSAGE YES HERCULITE DOOR W/ POL. CHROME PATCH HARDWARE. PROVIDE FROSTED/PRIVACY FILM TO DOOR, PER OWNER DIRECTION. EZY CONCEPT EZY JAMB SRC FRAME LEVER CYL. PASSAGE 3 - ROCYORK RYST-120 CONCEALED HINGES ROCKYORK CONCEALED CLOSER - PROVIDE SOUND SEALS @ PERIM. OF DOOR NEW STOREFRONT ENTRY/EXIT DOOR NEW STOREFRONT ENTRY/EXIT DOOR ALL GENDER RESTROOM ALL GENDER RESTROOM QZ-1 @42" HT. PL-2 @31" HT. QZ-1 -WT-1FT-2 TB-1 QZ-1 -WT-1FT-2 TB-1 RB-1 --P-1/P-2 RB-1 --P-1/P-2 --P-1/P-2 SS-1 PL-1 PL-1 PL-1P-1/P-2 PL-1P-1/P-2 PL-1P-1/P-2 PL-1P-1/P-2 P-1/P-2 P-1/P-2 SS-1 SS-1 SS-1 SS-1 SS-1 SS-1 SS-1 SS-1 SS-1 SS-1 POCKET DOOR W/ 32" CLR. OPENING POCKET DOOR W/ 32" CLR. OPENING POCKET DOOR W/ 32" CLR. OPENING FT-1 VP-1 VP-1 VP-1 VP-1 FT-1 FT-1 FT-1 FT-1 FT-1 FT-1 FT-1 FT-1 FT-1 E EXISTING HALLOW METAL ---------------ALL EXSISTING HALLOW METAL DOORS TO REMAIN - SAND, PAINT, AND CHANGE HARDWARE - TYP. -- 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 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 CODE. 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. 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 FOR CONNECTION OF NEW UTILITIES. WORK SHALL BE CARRIED OUT TO MINIMIZE DISTURBANCE TO EXISTING FLOOR SLAB. 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 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, DOOR AND DRAWER PULLS TO BE STANDARD 4" WIRE PULLS; BRUSHED ALUMINUM FINISH. VERIFY W/ OWNER PRIOR TO INSTALLATION. 6. 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 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 7. 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 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. 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. 10. EXTEND ALL NEW VENT PIPES TO 12" ABOVE SHEATHING. ADD METAL FLASHING COLLARS TO ALL NEW PIPES AFTER COMPLETION OF BUILT UP ROOFING REPAIRS. 11. 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 FINISH AS DIRECTED IN THE FINISH SCHEDULE. INTERIOR FRAMES SHALL BE EITHER 'WESTERN INTEGRATED' KNOCK-DOWN METAL FRAME, COLOR: BLACK ANNOD. INCLUDING CLEAR ALUM SNAP-ON TRIM OR EZYCONCEPTS EZYJAMB FLUSH METAL FRAME SYSTEM W/ MUD EDGE. NO 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. 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 15.FINISH: PROVIDE POLISHED CHROME 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. STOREFRONT WINDOWS & DOORS 16. SUBMIT SHOP DRAWINGS COVERING FABRICATION, INSTALLATION AND FINISH. CONTRACTOR TO COORDINATE AND REVIEW SUBMITTALS (INCL. HARDWARE SCHEDULES) FOR CONFORMANCE W/ DESIGN INTENT, ETC. VERIFY QUANTITIES AND SIZES PRIOR TO ORDERING. 17. ALL NEW STORREFRONT WINDOWS AND DOORS TO BE KAWNEER TRIFAB 400 SERIES STOREFRONT SYSTEM, CENTER PLANE 1 ¾" X 4" WITH BLACK ANODIZED ALUMINUM FINISH. VERIFY FINISH WITH ARCHITECT PRIOR TO FABRICATION. PROVIDE MANUFACTURER'S STANDARD COLOR AND FINISH SAMPLES FOR ARCHITECT SELECTION. 18. ALL NEW STOREFRONT DOORS TO BE IR 350 ENTRANCE DOORS AS SUPPLIED BY KAWNEER INC. -UNITS TO BE FACTORY PRIMED AND FINISHED, AS NOTED ON SCHED. INSTALL PER MANUFACTURER'S INSTRUCTIONS, FOR WEATHERTIGHT INSTALLATION. COORDINATE WITH STUCCO AND PAINT. 19. CONTRACTOR TO COORDINATE AND VERIFY QUANTITIES AND SIZES PRIOR TO ORDERING. PROVIDE SUBMITTALS FOR ARCHITECT REVIEW. 20. ALL EXTERIOR WINDOWS SHALL BE SINGLE GLAZED WITH PANE OF PPG UV-PROTECTED, LOW-E CLEAR GLASS 1/4" THICK, WITH TEMPERED PANES AS NOTED ON THE ELEVATIONS. PROVIDE GLASS ASSEMBLIES WITH THE FOLLOWING MINIMUM VALUES: U-FACTOR = 1.190, SHGC = 0.830 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 FPAINTED GYP. BD. FINISH IS INDICATED, INSTALL 5/8" GYPSUM WALLBOARD (LEAD-LINED AS REQ'D.) SCREWED TO 1/2" RESILIANT 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. 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 25 GAGE 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. 6. ALL DRYWALL SHALL BE FINISHED WITH A 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 ACM-7 CLIPS ETC. FOR ATTACHING HANGERS WITH CAPABILITY TO SUSTAIN A LOAD 10 TIMES THAT OF CEILING CONSTRUCTION, PER ESR 1222. WIRE FOR HANGERS AND TIES: ASTM C636, 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: USG DONN DX/DXL SUSPENDED T-BAR CEILING SYSTEM SET AT HEIGHTS SHOWN ON CEILING PLAN, PER ASTM C 635 (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 9 16" 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 2506.2.1. 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 VISTA CAREFREE PAINTS, BUT EQUALS ARE ACCEPTABLE (ALL PAINT COLORS TO BE AS SELECTED BY ARCHITECT/ OWNER) AS FOLLOWS: INTERIOR PAINTS & CLEAR WOOD FINISH: DRYWALL PRIMER- 1 COAT PVA (USG DRYWALL PRIMER) FINISH- 2 COATS - LATEX ACRYLIC EGGSHELL ENAMEL PAINTED WOODWORK PRIMER - 1 COAT - LATEX ENAMEL FINISH- 2 COATS - SEMI GLOSS LATEX ACRYLIC ENAMEL CLEAR WOOD FINISH STAIN - 1 COAT, INTERIOR STAIN FINISH - 2 COATS SATIN FINISH VARNISH SAND LIGHTLY BETWEEN COATS 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. 1 A5.0 SPECIFICATIONS SCALE: NTS A-5.0 Dr . K a l a n t a r i D e n t a l O f f i c e SHEET NO. 2509 REVISIONS: 5/30/2025DATE: PROJECT NO. DE N T A L O F F I C E T E N A N T I M P R O V E M E N T P R O J E C T 22 2 2 S . B r i s t o l S t r e e t , S u i t e A , S a n t a A n a , C A 9 2 7 0 4 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.). STUCCO 23. APPLY BASE AND TOP COATS EXTERIOR PLASTER ("STUCCO") ON GALVANIZED EXPANDED METAL LATH ON SEALED, TAPED DUPONT TYVEK STUCCO WRAP, PER ICBO RPT. 4000. APPLY 2 LAYERS TYVEK STUCCOWRAP OVER PLYWOOD SHEATHED SHEAR WALLS. APPLY FINISH COLOR ADDITIVE TO ALL FINISH STUCCO MIXES TO ACHIEVE EVEN CONSISTANT FINISH COLOR. USE LA HABRA COLOR STUCCO MIX OR EQUAL APPROVED, IN MANUFACTURER'S STANDARD COLOR, TO BE VERIFIED WITH OWNER. INSTALL STRICTLY PER MANUF.'S INSTRUCTIONS TO ACHIEVE SMOOTH "LIGHT SAND" TEXTURE. USE PRIMERS AS REQUIRED. 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: 2) C.TOILET PAPER HOLDER/SEAT DISPENSER:BOBRICK B-2840, OR EQUAL (QTY: 2) D.LIQUID SOAP DISPENSER:BOBRICK B-306, OR EQUAL (QTY: 2) E.LED MIRROR :BOBRICK B-169 SERIES, OR EQUAL (QTY: 2) F.COMBO TRASH / TOWEL RECEPTACLE:BOBRICK B-36903 (QTY: 2) G.TOWEL DISPENSER:BOBRICK B-4262 (QTY: 6)(CONFIRM LOCN. W/ OWNER) H.LAVATORY TRAPS/ PIPE INSULATION:TRUEBRO INC. PRE-MOULDED PIPE WRAP (WHITE) HANDI LAV-GUARD" #102 (QTY. 5) 4. FIRE EXTINGUISHERS / CABINETS: 10 LBS TYPE ABC DRY CHEMICAL, WITH 18 GA. SEMI-RECESSED CABINET WITH PAINTED FINISH, GLASS DOOR AND LOCK, AS POTTER-ROEMER, INC. 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 THE FIRE PREVENTION BUREAU, 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 THE U.B.C. STANDARD NO. 38-1, COMBINED SYSTEM. 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 CALIFORNIA ELECTRICAL CODE. DIVISION 16 SEE ELECTRICAL SPECIFICATIONS. ON SEPARATE DRAWINGS 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: 1.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 1 A5.1 SPECIFICATIONS SCALE: NTS A-5.1 Dr . K a l a n t a r i D e n t a l O f f i c e SHEET NO. 2509 REVISIONS: 5/30/2025DATE: PROJECT NO. DE N T A L O F F I C E T E N A N T I M P R O V E M E N T P R O J E C T 22 2 2 S . B r i s t o l S t r e e t , S u i t e A , S a n t a A n a , C A 9 2 7 0 4 3 A-6.0 TYP. CEILING DETAIL SCALE: 1-1/2"=1'-0" 5/8" TYPE 'X' GYP. BD. EA. SIDE 3 5/8" X 25 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.) 25 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 7-10 ICC ESR-1222 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: SYSTEM SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH ASTM C635, ASTM C636, AND ASTM E580, SECTION 5 - SEISMIC DEISNG CATEGORIES D, E AND F. ASCE7-SECTION 13.5.6.2.2 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 " BRC-2 CLIPS PER ESR 1222 NOTE 1. FOR CEILING AREAS EXCEEDING 144 SQ. FT. (12' O.C./6' FROM NEAREST WALL) HORIZ. RESTRAINT OF SYSTEM TO BE TIED DIRECTLY TO STRUCTURAL WALL / ROOF SYSTEM. RIGIS BRACES PERMITTED IN LIEU OF DIAG. SPLAY WIRES. USG DONN DX/DXL HEAVY DUTY SUSPENSION SYSTEM - 9 16" TEE SERIES CEILING SYSTEM PER CBC 2506.2.1 & ASCE 7-10 ICC ESR-1222 NOTE: SPRINKLER HEADS/PENETRATIONS SHALL HAVE A 2" OVERSIZE RING/SLEEVE TO ALLOW FREE MOVEMENT ON AT LEAST 1" CABLE TRAYS AND ELEC. CONDUITS SHALL BE SUPPORTED INDEPENDENTLY OF CLG. PROVIDE SPECIAL INSPECTION PER ICC REPORT LATERAL FORCE BRACING IS REQ. FOR ALL CLG. AREAS CEILING TILE: USG ASTRO CLIMA PLUS - WHITE - TEGULAR 9 16" - 24"x24" 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.) 10 A-6.0 LIGHT FIXTURE N.T.S. NOTES PER ASCE 7 SECTION 13.5.6.2.2 CISCA: 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. 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 RUNNE 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 A-6.0 SPLAYED WIRE SYSTEM & COMPRESSION STRUT N.T.S. 8 A6.0 TYPICAL FIRE-STOPPING / PIPE PENETRATION SCALE: 3"=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.) FIRE RATED FLOOR ASSEMBLY FIRE RATED WALL ASSEMBLY ACOUSTIC INSULATION- FULL HT. ALL WALLS 1 A6.0 TYPICAL NEW INTERIOR PARTITION SCALE: 1"=1'-0" NON-LOAD-BEARING WALL SIMILAR TO CBC TABLE 7-B, ITEM 16.1.1 UL DES. U465 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 LINE OF CEILING SUSPENSION SYST. 8' - 0 " 3 5/8" X 25 GA. MTL. STUD DIAG. BRACING @ 48" O.C. STAGGERED EA. SIDE 4" +- 3 ' - 6 " MA X . EXIST. STRUCTURAL DECK 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 25 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 SE E A - 2 . 0 PROVIDE CONT. PLUG-IN LED TAPE LIGHTING BY LEDI INSPIRE V4 NUDE TAPE LIGHT - ALL COVES, TYP. 6" 3 #10 S.M.S. PER LAP 20 GA. X 3-5/8" MTL. STUD AT 16" O.C. SCREW TRACK TO VERT. STUD W/ 2- #10 SMS 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'-6" - 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.) - CONNECTIONS PER DETAIL 1A6.0 (TYP.) 3 5/8" X 20 GA. MTL. DIAG. BRACING AT 48" O.C. MAX. ATTACH TO STRUCT. SOFFIT EXIST. U/S ROOF STRUCT. CEILING SYSTEM PER CBC 2506.2.1 & ASCE 7-05 ICC ESR-1308 4 A6.0 COVE LIGHTING DETAIL SCALE: 1-1/2"=1'-0" 6" 6" CONNECTIONS PER DETAIL 1A6.0 (TYP.) SE E A - 2 1' - 0 " SEE PLAN 3 #10 S.M.S. PER LAP 20 GA. X 3-5/8" MTL. STUD AT 16" O.C. SCREW TRACK TO VERT. STUD W/ 2- #10 SMS 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'-6" - FOR GREATER SPANS (UP TO 16'-0") ADD VERT. TIE TO STRUCTURE ABOVE - ICC ESR-1538 3 5/8" X 20 GA. MTL. DIAG. BRACING AT 48" O.C. MAX. ATTACH TO BLKG. ABOVE W/ 3 #10 S.M.S. PER CONN, TYP. ALL LOCNS. 20 GA. X 3-5/8" MTL. STUD AT 16" O.C. 1' - 0 " 1' - 0 " 1'-0" 20 GA. X 3-5/8" MTL. STUD AT 16" O.C. 2 A6.0 CEILING SOFFIT AT RECEPTION SCALE: 1-1/2"=1'-0" A-6.0 INTERIOR DETAILS Dr . K a l a n t a r i D e n t a l O f f i c e SHEET NO. 2509 REVISIONS: 5/30/2025DATE: PROJECT NO. DE N T A L O F F I C E T E N A N T I M P R O V E M E N T P R O J E C T 22 2 2 S . B r i s t o l S t r e e t , S u i t e A , B , C , D , S a n t a A n a , C A 9 2 7 0 4 1 2" DBL. STUDS EA. SIDE JAMB 3 8" 13 8" 6 A6.1 KNOCK DOWN DOOR FRAME SCALE: 3"=1'-0" 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. 8 A6.1 EQUIP. SUPPORT IN WALL SCALE: 3"=1'-0" CERAMIC TILE WAINSCOT THIN SETTING BED 5/8" WATER RESIST. GYP. BD.MTL. STUD @ 16" O.C. 5/8" WATER RESIST. GYP. BD. MARLITE WAINSCOT CAULKING TYP. SEAMLESS RESILIENT FLOORING & COVE BASE OVER CONC. MTL. STUD @ 16" O.C. B 9 A 9 CERAMIC FLOOR TILE ON THINSET BED OVER CONC. CERAMIC BASE COVE TILE 9 A6.1 COVE BASE SCALE: 3"=1'-0" 7 A6.1 FLOOR TRANSITION DETAIL SCALE: N.T.S. JOINT SEALANT TO MATCH GROUT TILE/VINYL/MASTIC LEVELING COMPOUND AS REQD. MECH. ATTACH MTL. STRIP - SECURE TO SUBFLOOR METAL TRANSITION STRIP AS REQD. CARPET FLOORING, TYP. CONC. SUBFLOOR - GRIND/CHIP AS REQD. TO ENSURE SMOOTH INSTALL NOTE: VINYL TO TILE TRANSITION SIMILIAR - FLOAT FLOOR AS REQD. FOR SMOOTH TRANSITION 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 5 A6.1 MECHANICAL 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 ABSORPTION-LINED JAMBS W/ INSULATION TO ENSURE LIGHT SEAL QUIETROCK GYP. BD. OR EQUIV. 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 MTL. STUD FRAMING @ 16" O.C. GRAB BAR - ATTACH PER MANUF'S DETAILS 5/8" TYPE 'X' GYP. BD. HORIZONTAL STIFFENER 11 A6.1 GRAB BAR SUPPORT IN WALL SCALE: 3"=1'-0" 112" 3" 112" 3" 9" MAINTAIN 112" CLR. GRAB BARS SHALL MEET THE FOLLOWING (CBC 11B-609): 1. BENDING STRESS, SHEAR STRESS, SHEAR FORCE, AND TENSILE FORCE SHALL ALL BE LESS THAN MAX. ALLOWED BY A 250LB. POINT LOAD. (CBC 11B-609.8) 2. GRAB BARS SHALL NOT ROTATE IN THEIR FITTINGS. (CBC 11B-609.6) 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. 12 A6.1 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 NEW NO. 3 REINF. BAR AT 18" O.C. EA. WAY TIE INTO DOWELS -ENSURE MIN. 2" CONC. COVER NEW UTILITY TRENCH INFILLED W/ COMPACTED GRAVEL / ROCK FILL 10 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. NEW EXISTING FLOOR SLAB EXIST. REINF. 5" V . I . F . EMBED 7" MIN.5" MIN. 4" SAND BED 4 MIL POLY V.B. SECURE DOWEL W/ SIMPSON SET-XP EXPOXY - SPECAL INSPECTION REQ. DBL. STUDS EA. SIDE JAMB 3 8" 4 A6.1 FREMELESS DOOR FRAME SCALE: 3"=1'-0" GYP. BD. ON MTL. STUD EZYCONCEPTS EZY JAMB SRC MTL. DOOR FRAME SYSTEM W/ #10 S.M.S. @ 8" O/C @ PERIM. - MUD/FIN. TO EDGE OF FRAME 1 3/4" THK. SOLID CORE DOOR INVISIBLE MORTISED HINGES PER MANU. SEALS: ZERO MOD.# 475A, OR EQ. ALL 4 SIDES 3 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 1115B.4.1 & CBC 1133B.2.2 POCKET DOOR TO BE HAFELE FUTURA SERIES PROVIDE BUMPER IN POCKET TO PREVENT DOOR FROM FULLY RECEDING PROVIDE DOOR PULLS- BOTH SIDES PER CBC 1133B.2.5.2 MOUNTED 44" MAXIMUM FROM FLOOR PER CBC FIGURE 11B-33 POCKET (SLIDING) DOOR HEADER - SEE STRUCT. KAWNEER TRIFAB 400 STOREFRONT SYSTEM SEALANT TYP. HEAD SILL 1 A6.1 STOREFRONT WINDOW SYSTEM DETAILS SCALE: 3"=1'-0" KAWNEER TRIFAB 400 STOREFRONT SYSTEM SEALANT TYP. WALL BEYOND SIDEWALK THRESHOLD TO BE FLUSH TRANSOM CONT. SEALANT 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 SEALANT TYP. FACE OF FLOOR SLAB TYP. HILTI 'X-U' SHOT PINS @ 24" O.C. (ICC #2269) 11 4" EMBED. #10 WOOD SCREWS @ 12" O.C. 2 A6.1 STOREFRONT DOOR DETAIL SCALE: 3"=1'-0" HEADER CONT. SEALANT SEALANT TYP. 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. 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 13 A6.1 FULL HT. CHART CABINET DETAIL SCALE: 3"=1'-0" CHART CABINETS TO BE FLUSH OVERLAY 3/4" PLYWOOD CONSTRUCTION WITH PLASTIC LAM. FINISH (TYP.) SHELF, TYP. ALL H.P. PLASTIC LAM. INTERIORS AND EXTERIORS 12" PLASTIC LAM. FACED BASE CABINET PULL PROVIDE FULL HT. 12" DIVIDERS @ 4 12" O.C. - SEE ELEVATION SCRIBE TO CEILING BLOCKING AS NECESSARY NOTE: COORDINATE WITH INTERIOR ELEVATIONS ON A3.0 14 A6.1 SLIDING GLASS DOOR DETAIL N.T.S. 43 4" 311 16" 43 4" 17 8" INTERIOR EXTERIOR 3 4" INTERIOR EXTERIOR 1 3 16"9 16" 1 7 16" 31 8" 11 16"11 16"1 1 16"5 16" CRL4932EXT CRL4932EXT #10 S.M.S. @ 12" O/C EA. WAY 3 8" OR 12" TEMPERED GLASS CRL 6979A CRL 2940 14" FASTENER SUSPENDED DRYWALL CEILING A-6.1 INTERIOR DETAILS Dr . K a l a n t a r i D e n t a l O f f i c e SHEET NO. 2509 REVISIONS: 5/30/2025DATE: PROJECT NO. DE N T A L O F F I C E T E N A N T I M P R O V E M E N T P R O J E C T 22 2 2 S . B r i s t o l S t r e e t , S u i t e A , B , C , D , S a n t a A n a , C A 9 2 7 0 4 31 " 27 " M I N . C L E A R SEE PLAN ACCESSIBLE COUNTER COUNTERTOP PER FIN. SCHED. 1A-6.2 BASE SEE FINISH SCHEDULE 5/8" PLY ON WD. STUD SHOP-BUILT WD. FRAME - COORD. W/ ELEC. EXTERIOR SURFACES PER FIN. SCHED. 12" 8" 33 " 42 " 3" SEE PLAN HUTCH W/ DIVIDERS AT MAX 24" O.C. 1A-6.2 SUPERBRIGHT LED LIGHTING AT TOE-KICK - BLK. AS REQ. BASE SEE FINISH SCHEDULE COUNTERTOP FINISH PER FIN. SCHEDULE PROVIDE CONT. LED TAPE LIGHTING AT TRANS. TOP 1/2" REVEAL 5/8" PLY ON WD. STUD SHOP-BUILT WD. FRAME - COORD. W/ ELEC. EXTERIOR SURFACES PER FIN. SCHED. 8 A6.2 RECEPTION COUNTER SCALE: 1-1/2"=1'-0" TRANSACTION COUNTER 31 " 27 " M I N . C L E A R 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 A6.2 CUSTOM CABINET SINK PLUMBING 1"=1'-0" PROVIDE BACKING IN WALL AS REQ'D. (TYP.) VENT CONDITION IN CEILING PLENUM BY PLUMBING SUB-CONTRACTOR 14W T-8 FLUOR TASK LIGHTING: "ALKO SUPER INCH" (CONT. TYP.) 3' - 0 " 1 A6.2 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.) 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.) SOFFIT WHERE OCCURS - SEE PLAN 2 A6.2 TYPICAL CABINET DETAIL SCALE: 3"=1'-0" CONT. PLAS. LAM. SCRIBE PANEL 5 A6.2 FULL HT. 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. ROOF STRUCTURE NO. 8 x 916" WAFERHEAD SCREW, TYP. 2 BOTTOM OF STRUCTURE EQ.2 #10 WD. SCREWS @ 16"O/C SLP-TRK SLOTTED TRACK-MIN. 20 GA, 3 5 8" WIDE, MIN. 2 12" LEGS EQ. LINE OF CONC. FLOOR EQ. 2 - #10 x 1" WOOD SCREWS @ 16"O.C. PER ICC ESR-1799, TYP. EQ. 1/4"Ø X 3" LONG (TYP. OF 4) LAG SCREW PER DETAIL BELOW (TYP). SECURE HEATER TO WALL GALV. SPILL PAN + + HW~ ~ CW + - UNION, TYP. WH + S.O.V., TYP. SECTION SPRING. 1/4" THREADED 7 A6.2 WATER HEATER BRACING SCALE: NTS WHERE PROVIDED, SECURE EXPN. TANK TO SOLID BACKING WH WALL ELEV.INSET DETAIL SEE INSET DETAIL 3/4"Ø SPILL PRESSURE TEMPERATURE RELIEF VALVE TO EXTERIOR PER CPC SECTION 608.4. NOTE: PROVIDE WATER HEATER, SIZED PER CPC 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"Ø THREADED ROD W/U-BOLT 1/2" MIN. 3' - 0 " F.F. 3 5/8" X 16 GA. MTL. DIAG. BRACING IF REQ'D. 1" CDX PLYWOOD TOP COORD. INSTALLATION OF AQUARIUM - SUPPLIED BY OWNER PLATIC LAMINATE FACED BASE 3/4" X 2" WOOD FIN. TRIM TOP PLASTIC LAM. FACED CAB. DOORS PLAS. LAM FINISHED 3/4" PLYWOOD SUB-CASE AND BOTTOM SHELF TANK SIZE/TYPE TBD BY OWNER 6 A6.2 AQUARIUM SUPPORT DETAIL SCALE: 1-1/2"=1'-0" 3 5/8" X 16 GA. MTL. STUD FRAMING AT 16" O.C. A Q U A R I U M B Y O W N E R A-6.2 INTERIOR DETAILS Dr . K a l a n t a r i D e n t a l O f f i c e SHEET NO. 2509 REVISIONS: 5/30/2025DATE: PROJECT NO. DE N T A L O F F I C E T E N A N T I M P R O V E M E N T P R O J E C T 22 2 2 S . B r i s t o l S t r e e t , S u i t e A , B , C , D , S a n t a A n a , C A 9 2 7 0 4 1:3:6 MIXTURE OF DRY CONC. PACKED 4" ALL AROUND MIN. 6" AGGREGATE BASE ALL AROUNDASPHALT SURFACING ON CRUSHED ROCK BASE PREPARED SUB-GRADE 6" FIN. GRADE 6" 6 A6.3 CONCRETE CURB DETAIL SCALE: 1"=1'-0" CAST-IN-PLACE OR PRECAST CONCRETE CURB W/ 1/2" MORTAR JOINTS 10 " 1'-0" CONTROL JOINTS TO FORM RECT. OR SQ. W/ MAX. SPACING OF 12'-0" - PER SOILS REPORT 5" THICK CONC. SLAB W/#4 BARS @ 18" O/C EA. WAY @ MID-DEPTH 10 A6.3 EXPANSION JOINT / CONTROL JOINT (TYP.) SCALE: 1"=1'-0" COMPACTED EARTH REINF. CONC. SLAB CONTROL JOINT W/ SEALANT 4" DEEP SAND BASE W/ 10 MIL. POLY LINER MID-DEPTH - LAP 6" MIN. @ SEAMS 11 A6.3 CONCRETE FLATWORK SCALE: 1"=1'-0" (2) #4 REBAR TOP AND BOTTOM REINF. CONC. SLAB EXPANSION JOINT W/ COMP. FILLER AND SEALANT 1 2" MAX. FLUSH 3 A6.3 EXTERIOR WALL @ STUCCO SCALE: 3"=1'-0" CONC. FLOOR SLAB ON V.B. INTERIOREXTERIOR 2x6 WD. STUDS @ 16" O/C (PER STRUCT.) W/ R-21 BATT. INSUL. & 5 8" TYPE X GYP. BD. INT. 15 32" I STRUCT PLY. - ALIGN W/ EDGE OF SLAB A.B. PER STRUCT. 3 4" STUCCO ON GALV. EML (FASTENER MAX. 12" O/C EA. WAY)(W/ DRAIN CHNL.) ON TYVEK WRAP 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 ALUM. CAP W/ KYNAR FIN. SLOPED @ 14" / FT. ATTACH W/ CEMENT ADHESIVE ALUM. COUNTER FLASHING BTWN COPING AND CROWN CAP 2 A6.3 PARAPET CAP DETAIL SCALE: 3"=1'-0" SNAP-LOCK ALUM. PARAPET COPING (CAP) W/ KYNAR FIN. 2X10 CONT. WOOD NAILER ATTACHED TO WD. STUD WALL W/ 3/8" X 4" LAG BOLTS AT 48" O.C. MAX. ATTACH ROOFING MATERIAL TO NAILER W/ FLAT HEAD SCREW AND NEOPRENE WASHER MAX. 24" O.C. WEATHERWELD MEMBRANE ROOFING TO EXTEND OVER TOP OF WALL - FASTEN PER MANU. INSTRUCTIONS 3" 6" 5 A6.3 EAVE ISOMETRIC 1 1/2" = 1'-0" CONTINUOUS CLEAT SET IN BUTYL TAPE FASTEN 8" ON CENTER UNDERLAYMENT EAVE FLASHING PANEL TRIPLE BEAD BUTYL TAPE LOWER PANEL 6" LAP MIN. 9-15 HEX HEAD WOODZAC FASTEN THROUGH BUTYL 4" ON CENTER CB 2000 UPPER PANEL DOUBLE BEAD BUTYL TAPE 4 A6.3 PANEL LAP ISOMETRIC 1 1/2" = 1'-0" 1 A6.3 IPE WOOD SIDING SCALE: 3"=1'-0" EXTERIOR 1 X 6 TONGUE AND GROOVE IPE SIDING ON GALV. EML (FASTENER MAX. 12" O/C EA. WAY) ON TYVEK WRAP ON 3 4" PLY. A-6.3 EXTERIOR DETAILS Dr . K a l a n t a r i D e n t a l O f f i c e SHEET NO. 2509 REVISIONS: 5/30/2025DATE: PROJECT NO. DE N T A L O F F I C E T E N A N T I M P R O V E M E N T P R O J E C T 22 2 2 S . B r i s t o l S t r e e t , S u i t e A , S a n t a A n a , C A 9 2 7 0 4 A PLANCHECK REVISIONS 10-15-25 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 PLAN CLEAR FLOOR SPACE ELEVATION 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: 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 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.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 MIN. 0.65" BASE SPACING 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. PLAN 48 " 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 lbf. 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 " (3 6 " I F T A N K OB S T R U C T S ) 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 CORROSPONDING GRADE II BRAILLE SHALL BE LOCATED DIRECTLY UNDER LETTER OR SYMBOL INFO. HT. OF LETTERING 5 8" MIN. TO 2" MAX. UPPERCASE LETTERS MEN DOOR SIGNAGE, TYP.WALL SIGNAGE, TYP. 60 " M A X . 12" 12" 2" TACTILE SIGN RESTROOM DOOR SIGN SET AT 58"-60" SELF-LUMINOUS EXIT SIGN, SEE ELEC. EXIT 12" 3 8" 8" EXIT 14" THICK 8" ACCESSIBLE ROUTE 14" THICK 48 " M I N . 60 " M A X . 48 " M I N . MENWOMEN 9"9" MEN WOMEN 12" 12" MEN 14" THICK WOMEN 14" THICK 12" 3 8" 8" 6" T Y P . 10 " MEN 14" THICK WOMEN 14" THICK MAXIMUM OCCUPANCY 14" THICK ### MAXIMUM OCCUPANCY 8"ASSISTIVE LISTENING SYSTEMS AVAILABLE ASSISTIVE LISTENING SYSTEMS 14" THICK 12"12" ALL-GENDER 14" THICK DOOR THRESHOLDS TO COMPLY WITH CBC 1010.1.7 58 " - 6 0 " #5 REBAR 18" LONG PLAN 2 #3 REBAR EPOXY TO PAVING 9" 4'-0" 12 A7.0 CONCRETE WHEEL STOP SCALE: 1"=1'-0" ELVATION 512" SECTION 7" 2" Dr . K a l a n t a r i D e n t a l O f f i c e SHEET NO. 2509 REVISIONS: 5/30/2025DATE: PROJECT NO. DE N T A L O F F I C E T E N A N T I M P R O V E M E N T P R O J E C T 22 2 2 S . B r i s t o l S t r e e t , S u i t e A , B , C , D , S a n t a A n a , C A 9 2 7 0 4 A-7.0 ACCESSIBILITY DETAILS SHEET NO. REVISIONS: DATE: PROJECT NO.2509 5/30/2025 Dr . K a l a n t a r i D e n t a l O f f i c e DE N T A L O F F I C E T E N A N T I M P R O V E M E N T P R O J E C T 22 2 2 S . B r i s t o l S t r e e t , S u i t e A , B , C , D , C o s t a M e s a , C A 9 2 6 2 6 SHEET NO. REVISIONS: DATE: PROJECT NO.2509 5/30/2025 Dr . K a l a n t a r i D e n t a l O f f i c e DE N T A L O F F I C E T E N A N T I M P R O V E M E N T P R O J E C T 22 2 2 S . B r i s t o l S t r e e t , S u i t e A , B , C , D , C o s t a M e s a , C A 9 2 6 2 6 SHEET NO. REVISIONS: DATE: PROJECT NO.2509 5/30/2025 Dr . K a l a n t a r i D e n t a l O f f i c e DE N T A L O F F I C E T E N A N T I M P R O V E M E N T P R O J E C T 22 2 2 S . B r i s t o l S t r e e t , S u i t e A , B , C , D , C o s t a M e s a , C A 9 2 6 2 6 SHEET NO. REVISIONS: DATE: PROJECT NO.2509 5/30/2025 Dr . K a l a n t a r i D e n t a l O f f i c e DE N T A L O F F I C E T E N A N T I M P R O V E M E N T P R O J E C T 22 2 2 S . B r i s t o l S t r e e t , S u i t e A , B , C , D , C o s t a M e s a , C A 9 2 6 2 6 SHEET NO. REVISIONS: DATE: PROJECT NO.2509 5/30/2025 Dr . K a l a n t a r i D e n t a l O f f i c e DE N T A L O F F I C E T E N A N T I M P R O V E M E N T P R O J E C T 22 2 2 S . B r i s t o l S t r e e t , S u i t e A , B , C , D , C o s t a M e s a , C A 9 2 6 2 6 SHEET NO. REVISIONS: DATE: PROJECT NO.2509 5/30/2025 Dr . K a l a n t a r i D e n t a l O f f i c e DE N T A L O F F I C E T E N A N T I M P R O V E M E N T P R O J E C T 22 2 2 S . B r i s t o l S t r e e t , S u i t e A , B , C , D , C o s t a M e s a , C A 9 2 6 2 6 SHEET NO. REVISIONS: DATE: PROJECT NO.2509 5/30/2025 Dr . K a l a n t a r i D e n t a l O f f i c e DE N T A L O F F I C E T E N A N T I M P R O V E M E N T P R O J E C T 22 2 2 S . B r i s t o l S t r e e t , S u i t e A , B , C , D , C o s t a M e s a , C A 9 2 6 2 6 SHEET NO. REVISIONS: DATE: PROJECT NO.2509 5/30/2025 Dr . K a l a n t a r i D e n t a l O f f i c e DE N T A L O F F I C E T E N A N T I M P R O V E M E N T P R O J E C T 22 2 2 S . B r i s t o l S t r e e t , S u i t e A , B , C , D , C o s t a M e s a , C A 9 2 6 2 6 SHEET NO. REVISIONS: DATE: PROJECT NO.2509 5/30/2025 Dr . K a l a n t a r i D e n t a l O f f i c e DE N T A L O F F I C E T E N A N T I M P R O V E M E N T P R O J E C T 22 2 2 S . B r i s t o l S t r e e t , S u i t e A , B , C , D , C o s t a M e s a , C A 9 2 6 2 6 SHEET NO. REVISIONS: DATE: PROJECT NO.2509 5/30/2025 Dr . K a l a n t a r i D e n t a l O f f i c e DE N T A L O F F I C E T E N A N T I M P R O V E M E N T P R O J E C T 22 2 2 S . B r i s t o l S t r e e t , S u i t e A , B , C , D , C o s t a M e s a , C A 9 2 6 2 6 SHEET NO. REVISIONS: DATE: PROJECT NO.2509 5/30/2025 Dr . K a l a n t a r i D e n t a l O f f i c e DE N T A L O F F I C E T E N A N T I M P R O V E M E N T P R O J E C T 22 2 2 S . B r i s t o l S t r e e t , S u i t e A , B , C , D , C o s t a M e s a , C A 9 2 6 2 6 SHEET NO. REVISIONS: DATE: PROJECT NO.2509 5/30/2025 Dr . K a l a n t a r i D e n t a l O f f i c e DE N T A L O F F I C E T E N A N T I M P R O V E M E N T P R O J E C T 22 2 2 S . B r i s t o l S t r e e t , S u i t e A , B , C , D , C o s t a M e s a , C A 9 2 6 2 6 SHEET NO. REVISIONS: DATE: PROJECT NO.2509 5/30/2025 Dr . K a l a n t a r i D e n t a l O f f i c e DE N T A L O F F I C E T E N A N T I M P R O V E M E N T P R O J E C T 22 2 2 S . B r i s t o l S t r e e t , S u i t e A , B , C , D , C o s t a M e s a , C A 9 2 6 2 6 SHEET NO. REVISIONS: DATE: PROJECT NO.2509 5/30/2025 Dr . K a l a n t a r i D e n t a l O f f i c e DE N T A L O F F I C E T E N A N T I M P R O V E M E N T P R O J E C T 22 2 2 S . B r i s t o l S t r e e t , S u i t e A , B , C , D , C o s t a M e s a , C A 9 2 6 2 6 SHEET NO. REVISIONS: DATE: PROJECT NO.2509 5/30/2025 Dr . K a l a n t a r i D e n t a l O f f i c e DE N T A L O F F I C E T E N A N T I M P R O V E M E N T P R O J E C T 22 2 2 S . B r i s t o l S t r e e t , S u i t e A , B , C , D , C o s t a M e s a , C A 9 2 6 2 6 SHEET NO. REVISIONS: DATE: PROJECT NO.2509 5/30/2025 Dr . K a l a n t a r i D e n t a l O f f i c e DE N T A L O F F I C E T E N A N T I M P R O V E M E N T P R O J E C T 22 2 2 S . B r i s t o l S t r e e t , S u i t e A , B , C , D , C o s t a M e s a , C A 9 2 6 2 6 SHEET NO. REVISIONS: DATE: PROJECT NO.2509 5/30/2025 Dr . K a l a n t a r i D e n t a l O f f i c e DE N T A L O F F I C E T E N A N T I M P R O V E M E N T P R O J E C T 22 2 2 S . B r i s t o l S t r e e t , S u i t e A , B , C , D , C o s t a M e s a , C A 9 2 6 2 6 110 SPRNKLR. 101 RECEPTION 100 WAITING 107 OFFICE 109 PVT. OP 111 WORK AREA 113 PVT.OP 116 OP 117 OP 114 OP 115 OP 110 PVT.OP 106 STORAGE 103 ALL GENDER RESTROOM 119 STERILIZATION/ LAB 120 OFFICE 104 CONSULTATION 105 CONSULTATION 121 MECHANICAL 103 PANO 102 ALL GENDER RESTROOM 112 HALLWAY 118 OP SHEET NO. REVISIONS: DATE: PROJECT NO.2509 5/30/2025 Dr . K a l a n t a r i D e n t a l O f f i c e DE N T A L O F F I C E T E N A N T I M P R O V E M E N T P R O J E C T 22 2 2 S . B r i s t o l S t r e e t , S u i t e A , B , C , D , C o s t a M e s a , C A 9 2 6 2 6 110 SPRNKLR. 101 RECEPTION 100 WAITING 107 OFFICE 109 PVT. OP 111 WORK AREA 113 PVT.OP 116 OP 117 OP 114 OP 115 OP 110 PVT.OP 106 STORAGE 103 ALL GENDER RESTROOM 119 STERILIZATION/ LAB 120 OFFICE 104 CONSULTATION 105 CONSULTATION 121 MECHANICAL WH MOP 103 PANO 118 OP 102 ALL GENDER RESTROOM WASHER DRYER 108 HALLWAY 112 HALLWAY +42" GFI +42" GFI GFI J TV+8 0 " J AIR VAC AIR VAC +42" GFI +42" +42" +42" +42"+42" +42" +42" GFI +42" +42" +42" GFI +60" MICRO +42"+42" GFI +42" GFI +42" TV +80" USB-C USB-C USB-C +42" +42" +42" +42" +42" +42" +42" +42" +42" +42" +42" +42" +42" +42" +42" +42" +42" +42"+42" +42" TV +80" TV +80" TV +80" TV +80" TV +80" TV +80" TV +80" +42" +42" +42"+42"+42"+42"+42" +42" UL T R A S O N I C SHEET NO. REVISIONS: DATE: PROJECT NO.2509 5/30/2025 Dr . K a l a n t a r i D e n t a l O f f i c e DE N T A L O F F I C E T E N A N T I M P R O V E M E N T P R O J E C T 22 2 2 S . B r i s t o l S t r e e t , S u i t e A , B , C , D , C o s t a M e s a , C A 9 2 6 2 6 SHEET NO. REVISIONS: DATE: PROJECT NO.2509 5/30/2025 Dr . K a l a n t a r i D e n t a l O f f i c e DE N T A L O F F I C E T E N A N T I M P R O V E M E N T P R O J E C T 22 2 2 S . B r i s t o l S t r e e t , S u i t e A , B , C , D , C o s t a M e s a , C A 9 2 6 2 6 110 SPRNKLR. 101 RECEPTION 100 WAITING 107 OFFICE 109 PVT. OP 111 WORK AREA 113 PVT.OP 116 OP 117 OP 114 OP 115 OP 110 PVT.OP 106 STORAGE 103 ALL GENDER RESTROOM 119 STERILIZATION/ LAB 120 OFFICE 104 CONSULTATION 105 CONSULTATION 121 MECHANICAL WH MOP 103 PANO 118 OP 102 ALL GENDER RESTROOM WASHER DRYER 108 HALLWAY 112 HALLWAY AIR VAC AIR VAC SHEET NO. REVISIONS: DATE: PROJECT NO.2509 5/30/2025 Dr . K a l a n t a r i D e n t a l O f f i c e DE N T A L O F F I C E T E N A N T I M P R O V E M E N T P R O J E C T 22 2 2 S . B r i s t o l S t r e e t , S u i t e A , B , C , D , C o s t a M e s a , C A 9 2 6 2 6 110 SPRNKLR. 101 RECEPTION 100 WAITING 107 OFFICE 109 PVT. OP 111 WORK AREA 113 PVT.OP 116 OP 117 OP 114 OP 115 OP 110 PVT.OP 106 STORAGE 103 ALL GENDER RESTROOM 119 STERILIZATION/ LAB 120 OFFICE 104 CONSULTATION 105 CONSULTATION 121 MECHANICAL WH MOP 103 PANO 118 OP 102 ALL GENDER RESTROOM WASHER DRYER 108 HALLWAY 112 HALLWAY AIR VAC AIR VAC SHEET NO. REVISIONS: DATE: PROJECT NO.2509 5/30/2025 Dr . K a l a n t a r i D e n t a l O f f i c e DE N T A L O F F I C E T E N A N T I M P R O V E M E N T P R O J E C T 22 2 2 S . B r i s t o l S t r e e t , S u i t e A , B , C , D , C o s t a M e s a , C A 9 2 6 2 6 110 SPRNKLR. 101 RECEPTION 100 WAITING 107 OFFICE 109 PVT. OP 111 WORK AREA 113 PVT.OP 116 OP 117 OP 114 OP 115 OP 110 PVT.OP 106 STORAGE 103 ALL GENDER RESTROOM 119 STERILIZATION/ LAB 120 OFFICE 104 CONSULTATION 105 CONSULTATION 121 MECHANICAL WH MOP 103 PANO 118 OP 102 ALL GENDER RESTROOM WASHER DRYER 108 HALLWAY 112 HALLWAY AIR VAC AIR VAC Plumbing Notes: Plumbing Keynotes SHEET NO. REVISIONS: DATE: PROJECT NO.2509 5/30/2025 Dr . K a l a n t a r i D e n t a l O f f i c e DE N T A L O F F I C E T E N A N T I M P R O V E M E N T P R O J E C T 22 2 2 S . B r i s t o l S t r e e t , S u i t e A , B , C , D , C o s t a M e s a , C A 9 2 6 2 6 SHEET NO. REVISIONS: DATE: PROJECT NO.2509 5/30/2025 Dr . K a l a n t a r i D e n t a l O f f i c e DE N T A L O F F I C E T E N A N T I M P R O V E M E N T P R O J E C T 22 2 2 S . B r i s t o l S t r e e t , S u i t e A , B , C , D , C o s t a M e s a , C A 9 2 6 2 6 SHEET NO. REVISIONS: DATE: PROJECT NO.2509 5/30/2025 Dr . K a l a n t a r i D e n t a l O f f i c e DE N T A L O F F I C E T E N A N T I M P R O V E M E N T P R O J E C T 22 2 2 S . B r i s t o l S t r e e t , S u i t e A , B , C , D , C o s t a M e s a , C A 9 2 6 2 6 SHEET NO. REVISIONS: DATE: PROJECT NO.2509 5/30/2025 Dr . K a l a n t a r i D e n t a l O f f i c e DE N T A L O F F I C E T E N A N T I M P R O V E M E N T P R O J E C T 22 2 2 S . B r i s t o l S t r e e t , S u i t e A , B , C , D , C o s t a M e s a , C A 9 2 6 2 6 SANTA ANA CITY COUNCIL Mayor vamezcua@santa-ana.org Mayor Pro Tem - Ward 2 bvazquez@santa-ana.org Ward 1 tphan@santa-ana.org Ward 3 jessielopez@santa-ana.org Ward 4 pbacerra@santa-ana.org Ward 5 jryanhernandez@santa-ana.org Ward 6 dpenaloza@santa-ana.org MAYOR Valerie Amezcua MAYOR PRO TEM Benjamin Vazquez COUNCILMEMBERS Phil Bacerra Johnathan Ryan Hernandez Jessie Lopez David Penaloza Thai Viet Phan CITY OF SANTA ANA PLANNING AND BUILDING AGENCY 20 Civic Center Plaza ● P.O. Box 1988 Santa Ana, California 92702 www.santa-ana.org CITY MANAGER Alvaro Nuñez CITY ATTORNEY Sonia R. Carvalho CITY CLERK Jennifer L. Hall August 21, 2025 Also sent via email to: jared@architectsoc.com Jared Dudley Saunders + Wiant Architects 2700 West Coast Highway Suite 200 Newport Beach, CA, 92663 Subject: Address Assignment for a proposed tenant improvement located at 2222 S. Bristol Street, Unit A and (APN: 408-471-18) in Santa Ana, CA Dear Jared, The City of Santa Ana Planning and Building Agency (PBA) is the responsible agency for legal addressing within the City of Santa Ana’s jurisdiction. This letter confirms the address assignment for the unit combination of Unit A and Unit B for the tenant improvement project for Dr. Kalantari Dental Office located at 2222 S. Bristol Street and (APN: 408-471-18). Notice is hereby given that the following assigned address(es) shall be posted onsite per the approved address plan, attached hereto as Exhibit A. Address to be Deactivated/Removed To subdivide commercial and/or residential units into multiple units, a building permit (and all other associated permits), plans, and inspection approvals by the PBA are required. Address(es) will be verified during inspections by the Building Safety Division. Please update your records accordingly. Should you have any questions, feel free to contact me by phone at (714) 667-2719 or by email at AChu@santa-ana.org. Sincerely, Aaron Chu Planning Technician Address Letter for 2222 S. Bristol Street, Unit A Page 3 of 3 c: Kris K Chu, Santa Ana Manager, United States Post Office Fernando Banuelos, Fountain Valley Manager, United States Post Office Yesenia Torres, Santa Ana Manager, United States Post Office Enrique Ponce, Sna-North Grand Sta Manager, United States Post Office Esthephany Treto Ramirez, Admin Supervisor, United States Post Office Chris Tuiolosega, United States Post Office Alex Alvarez, Santa Ana Postmaster, United States Post Office Federal Express, Administration Cathy Joseph, Garden Grove Unified School District Christine Hy, Garden Grove Unified School District Cathy Slader, Orange Unified School District Ted Walstrom, Santa Ana Unified School District Jeremy Cogan, Santa Ana Unified School District Yvette Miranda, Santa Ana Unified School District Cristina Bernal, Tustin Unified School District Orange County Fire Authority Neal Kelly, Registrar of Voters Members, Board of Supervisors Southern California Gas Company Southern California Edison Company Claude Parrish, County Assessor's Office GIS SAG, AT&T UPS, Administration City Manager’s Office Beverly Martin, Police Community Services Specialist Boris Duran, Police Systems Manager Jennifer Arellano, Police Communications Manager Chris Hubbard, Police Systems Support Analyst Alejandra Gutierrez, Treasury & Customer Services Manager Hector Jimenez, Revenue Supervisor Alfonso Chavez, Utilities Customer Services Supervisor Judson Brown, Housing Division Manager Rudy Rosas, Deputy Public Works Director / City Engineer Zdenek (Zed) Kekula, Principal Civil Engineer Jason Kwak, Building Safety Manager Evelyn LaRocca, Permit Services Principal Kathy Hernandez, Permit Technician Julie Amsden, Permit Technician Ricardo Soto, Acting Planning Manager Jerry Guevara, Senior Planner Yvette Portugal, Code Enforcement Manager Jerry Navarro, Code Enforcement Principal Address Letter for 2222 S. Bristol Street, Unit A Page 3 of 3 Exhibit A – Address Plan YES NO INSTRUCTIONS: ORAN GE COUNTY FI RE AUTHORI TY Plan Submittal Criteria COMMERCIAL projects, MULTIFAMILY RESIDENTIAL projects and RESIDENTIAL TRACT developments · Fill in the project/business address and provide a brief description of the scope of work and type of business operation that will take place. · Answer questions 1 through 10, read and initial items 11 and 12, then complete and sign the certification section. · If you answer: - “YES” to any part of questions 1 through 10, submit the type of plan indicated in italics to OCFA. · In some cases, other plan types not indicated herein may also be necessary depending on specific conditions or operations. · Visit www.ocfa.org for submittal information and locations. If you need assistance in filling out this form or have questions regarding requirements for review, please contact OCFA at 714-573-6108 or visit us at 1 Fire Authority Road, Irvine, CA 92602. Address Suite City Project Scope/Business Description 1. Construction of a new building, a new story, or increase the footprint of an existing building? Changes to roadways, curbs, or drive aisles? Addition, relocation, or modification of fire hydrants or fences/gates? Construction within 300 feet of an active or proposed oil well? Fire Master Plan (PR145) 2. Property is adjacent to a wildland area or non-irrigated native vegetation? Fire Master Plan (PR145); a Fuel Modification Plan may also be required. (PR120, PR124) 3. Located in or < 100’ from a Division of Oil, Gas, and Geothermal Resources (DOGGR) field boundary, < 300’ from an oil/gas seep, or < 1000’ from a landfill? Methane Work Plan. (PR170) 4. Installation/modification/repair of underground piping, backflow preventers, or fire department connections serving private fire hydrant/sprinkler/standpipe systems? Underground Plan. (PR470, PR475) 5. Drinking/dining/recreation/meetings/training/religious functions or other gatherings in a room > 750 sq.ft. (> 1,000 sq.ft. for training/adulteducation) or > 49 people? Healthcare/outpatient services for > 5 people who may be unable to immediately evacuate without assistance? Education for children (academic tutoring for ages 5+ is exempt unless classified as an E occupancy by the Building Official)? Adult/child daycare? 24-hour care/supervision? Incarceration or restraint? Hotel/apartment or residential facility with 3+ units and 3+ stories (3-story townhouses/rowhouses where an independent direct exit to grade is provided for dwelling are exempt)? Congregate housing/dormitories with 17+ people? High-rise structure (55+ feet to highest occupied floor level)? Architectural Plan (PR200-PR285) 6. Installation/modification of locks delaying or preventing occupants from leaving a space or requiring use of a card, button, or similar action to open a door in the direction of exit travel? Architectural, Sprinkler, and/or Alarm Plan depending on the occupancy and type of device installed (PR200-PR280, PR420-PR425, PR500-PR520) 7. Installation/modification/use of spray booths; dust collection; dry cleaning; industrial ovens/drying equipment; industrial/commercial refrigeration systems; compressed gasses; tanks for cryogenic or flammable/combustible liquids; vapor recovery; smoke control; battery back-up/charging systems (> 50 gal. electrolyte, > 1,000 lb. lithium ion); welding/brazing/soldering, open flame torches, cutting/grinding; or other similar operations? Special Equipment Plan (PR315, PR340-PR382) 8. Storage/use/research with flammable/combustible liquids or other chemicals? Motor vehicle/aircraft maintenance/repair? Cabinetry/woodworking/finishing facility? Chem Class & floor plan (full architectural plan if H occupancy); Special Equipment Plans may be necessary. (PR315-PR360, PR232-PR240) 9. Storage or merchandizing areas in excess of 500 sq. ft. where items are located higher than 12’ (6’ for high-hazard commodities, plastic, rubber, foam, etc.)? High-piled Storage Plan (PR330) 10. Cooking under a Type I commercial hood; installation or modification of a fire extinguishing system located in a commercial cooking hood? Hood & Duct Extinguishing System, not just the hood mechanical plan. (PR335) Initial each of the following two items indicating that you have read and understand the statement: 11. *Sprinklers/Alarms: Consult Building/Fire Codes and ordinances to determine sprinkler/alarm requirements; if a system is required, plans shall be submitted for OCFA review. Existing buildings undergoing remodel must be evaluated by a licensed Initials contractor to determine if modification is needed; if so, contractor shall submit plans prior to making modifications. 12. Fire Hazard Severity Zone: Consult maps available at building department or on OCFA website to determine if your site is located in a FHSZ. Buildings in a FHSZ may be subject to special construction requirements detailed in CBC Chapter 7A or CRC R327— Initials the building department will determine specific requirements. I certify under penalty of perjury under the laws of the State of California that the above is true: Print Name Signature Phone Number ( ) Date / / Building Department: If you have verified that all of the questions have been answered accurately as “NO”, and the project does not otherwise require OCFA review of sprinkler or alarm plans*, then you may accept this signed form as a written release that OCFA review is not required. Should you still require that the applicant have plans approved by OCFA, please initial here or attach an OCFA referral form and have the applicant submit the form along with the appropriate plans and fees for OCFA review. 10-08-14 EE COM O R A N G E C O U N T Y F I R E A U T H O R I T Y Plan Referral Form Required for OCFA to review plans upon the request of the Building Department when the answers on the Plan Submittal Criteria Form (on the reverse) are all “No”. City / County Official Requesting Review: City / County Reference #: Date: __________________________________ City / County: _____________________________________ E-Mail: __________________________________ Contact Name: _____________________________________ Phone #: _________________________________ Title: _____________________________________ ** Have the applicant complete and sign the OCFA Plan Submittal Criteria Form on the reverse of this form. ** Reason(s) for Review: Please describe why OCFA Plan Review is or may be required by the City/County : OCFA COMMENTS:  No further action required on this specific plan type, based on information provided on: ____/______/______.  Project to be taken in for OCFA Review. Other: Name: _________________________________________ Contact #: ______________________________________ Date: _________________________________ OCFA Authorization Updated: 06/02/2020 rs CITY OF SANTA ANA PUBLIC WORKS AGENCY 20 Civic Center Plaza • M-22 Santa Ana, California 92702 www.santa-ana.org (714)647-5659 CITY OF SANTA ANA Planning and Building Agency Approved FOR PERMIT ISSUANCE Master Date: WATER QUALITY MANAGEMENT PLAN (WQMP) CHECKLIST Proj ect Title and Address: Dr Ka /g 0-Frn If I. _.Pm4o / (7-t% re d-_O -S • BA6401 S-6 A Select the type of construction that applies to your parking lot project then follow the arrows to determine if the project is subject to WQMP requirements. Submit the completed checklist to the Public Works Agency. Construction of a Addition or Redevelopment to new parking lot an existing parkin! lot Enter surface area (square -feet) of new parking lot, including drive aisles, exposed to stormwater runoff in Box 1 below. Does the project result in the addition of new impervious surface' to the existing parking lot area (i.e. increased parking area)? Yes j JIL No Enter surface area (square -feet) of parking lot addition, including drive aisles, exposed to stormwater runoff in Box 2 below. sq-ft I Yes Does the project consist of a "grind and overlay" and/or "slurry seal" treatment to the existing parking lot surface? l 7sq-ft No WQMP ■ Required' 'Impervious surface is a surface that prohibits stormwater infiltration into the ground Checkbox 00 'Native soil is the soil below any existing engineered fill or base material 'Project is considered routine maintenance No If the sum of the values entered into Box 1, 2, and 3 is greater than or equal to 5,000 r square -feet, the project is subject to WQMP requirements and will require a grading permit. Public Works Agency — Development Engineering staff review and approve No WQMP ❑ WQMPs and grading plans. Grading permits may also be required for routine Required' maintenance projects, subject to the discretion of the Public Works Agency. Checkbox 1 certify that the above information is true and accurate to the best of my knowledge. ) am aware that City staff may conduct inspections of the project during construction and if staff determine the project is in fact subject to WQMP requirements, a Stop Work Order and/or Administrative Citation(s) with Administrative Fine(s) may be issued t e contractor and property owner, and a WQMP will be required for the project. Signature Print Name: 794 j2,k,s JZ Date:�5 No Is native soil' being exposed, surface material changing (i.e. asphalt to concrete), or grade/drainage patterns changing? i Yes Enter surface area (square -feet) of redeveloped parking lot, including drive aisles, exposed to stormwater runoff in Box 3 below. 3 sq-ft May 2022 Page 2 of 2