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PROJECT TITLE / ADDRESS: <br />Dr. KALANTARI DENTAL OFFICE <br />2222 S BRISTOL ST. SUITE A, <br />SANTA ANA, CA 92704 <br />PROJECT VALUATION: <br />$198,662 <br />PROJECT DESCRIPTION: TENANT IMPROVEMENT, EXTERIOR REMODEL AND <br />SUITE MERGE OF EXISTING COMMERCIAL OFFICE BUILDING <br />OCCUPANCY: <br />B (DENTAL OFFICE - NO CHANGE OF OCCUPANCY REQ.) <br />BASE BLDG. CONSTRUCTION TYPE: <br />EXISTING BUILDING TYPE V-B (FIRE-SPRINKLERED). <br />STORIES: <br />1 <br />PROPERTY INFORMATION: <br />ZONING: C2 (GENERAL COMMERCIAL) <br />APN: 408-471-18 <br />FLOOR AREA OF SUITE: <br />SUITE A: <br />SUITE B: <br />NEW SUITE A TOTAL:2900 S.F. <br />EXIST. BLDG. SHELL (UNCHANGED): 4419 S.F. APPROX <br />OCCUPANCY LOAD: <br />TOTAL: 37 (36.4) <br />OFFICE (2615 S.F.): 17.4 - (BUSINESS: 1:150 GROSS) <br />WAITING (285 S.F.): 19 - (WAITING: 1:50 GROSS) <br />EXITS: <br />MAX. COMMON PATH OF EGRESS TRAVEL DISTANCE: 100'-0" (PER CBC TABLE <br />1006.2.1) <br />EXITS REQUIRED:1 <br />EXITS PROVIDED:2 <br />CALGREEN: <br />PER 2022 CGBSC 301.3, BUILDING ALTERATIONS WITH A PERMIT VALUATION OF <br />LESS THAN $200,000 SHALL BE EXEMPT. PER 301.3.1, EXISTING NONCOMPLIANT <br />PLUMBING FIXTURES SHALL BE BROUGHT INTO COMPLIANCE. <br />PROJECT DIRECTORY PROJECT DATA <br />A-0.0 <br />COVER SHEET <br />GENERAL NOTES <br />SHEET INDEX <br />TYP Typical <br />N North <br />EML Expanded Metal Lath <br />P LAM Plastic Laminate <br />PC Precast Concrete <br />OSB Oriented Strand Board <br />OD Overflow Drain/ Outside <br />FO Finished opening <br />FR Fire Resistant <br />FTG Footing <br />FOS Face of Stud <br />FOF Face of Finish <br />FLUOR Fluorescent <br />FLR Floor <br />FIN Finish(ed) <br />FDN Foundation <br />FD Floor Drain <br />FAI Fresh Air Inlet <br />EXT Exterior <br />EXP Expansion <br />EQUIP Equipment <br />EQ Equal <br />PL Plate <br />OVHD Overhead <br />OPP Opposite <br />OPNG Opening <br /> Diameter <br />OC On Center <br />NR Non-rated <br />NTS Not To Scale <br />NOM Nominal <br />NIC Not In Contract <br />WWF Welded Wire Fabric <br />VWC Vinyl Wall Covering <br />WP Waterproofing <br />WH Water Heater <br />WD Wood <br />WC Water Closet <br />W/O Without <br />W/ With <br />VIF Verify In Field <br />VERT Vertical <br />VB Vapor Barrier <br />VT Vinyl Tile <br />U/S Underside <br />HVAC Heating Vent & Air <br />HDCP Handicapped <br />GMMU Glass Mesh Mortar Unit <br />GFRC Glass Fiber Reinforced <br />GC General Contractor <br />ALT Alternative <br />CONST Construction <br />DPM Damp-Proof Membrane <br />EMER Emergency <br />ELEC Electrical <br />ELEV Elevation <br />EA Each <br />E Existing <br />DWG Drawing <br />DS Downspout <br />DR Door <br />DN Down <br />DIM Dimension <br />DIFF Diffuser <br />DET Detail <br />DBL Double <br />CT Ceramic Tile <br />CS Countersunk <br />CPT Carpet <br />CONTR Contractor <br />CONT Continuous <br />MTL Metal <br />MISC Miscellaneous <br />MIN Minimum <br />MH Manhole <br /> Fiberboard <br />MDF Medium Density <br />MANUF Manufacturer <br />MECH Mechanical <br />MAX Maximum <br />MATL Material <br />LTWT Lightweight <br />LL Live Load <br />LHS Left Hand Side <br />LAV Lavatory <br />LAM Laminated <br />JNT Joint <br />JST Joist <br />JAN Janitor <br />CMU Concrete Masonry Unit <br />BUR Built-up Roofing <br />BM Beam <br />COL Column <br />CLG Ceiling <br />CI Cast Iron <br />CHAN Channel <br />BTWN Between <br />BOT Bottom <br />B M Benchmark <br />BLKG Blocking <br />BLK Block <br />BLDG Building <br />BIT Bitumen <br />BD Board <br />ASPH Asphalt <br />ARCH Architect <br />ANOD Anodized <br />ALUM Aluminum <br />HM Hollow Metal <br />INV Invert <br />INT Interior <br />INSUL Insulation <br />ID Inside Diameter <br /> Conditioning <br />HTG Heating <br />HT Height <br />HR Hour <br />HORIZ Horizontal <br />HDWR Hardware <br />HC Hollow Core <br />HB Hose Bib <br />GYP Gypsum <br />GL Glass <br /> Concrete <br />AFF Above Finished Floor <br />ABBREVIATIONS <br />AGG Aggregate <br />AB Anchor Bolt <br />GALV Galvanized <br />GA Gauge <br />SC Solid Core <br />TOC Top of Concrete <br />T & G Tongue and Groove <br />SPECS Specifications <br />TRANSF Transformer <br />T-STAT Thermostat <br />TOW Top of Wall <br />TOS Top of Steel <br />TOM Top of Masonry <br />TJ Tooled Joint <br />TEMP Tempered <br />TEL Telephone <br />SUSP Suspended <br />STRUC Structural <br />STL Steel <br />STD Standard <br />SS Stainless Steel <br />SHTG Sheathing <br />SIM Similar <br />SECT Section <br />SD Storm Drain <br />RE: Refer/ Reference <br />PSI Pounds per Square Inch <br />PSF Pounds per Square Foot <br />REFL Reflected <br />SB Splash Block <br />RO Rough Opening <br />RM Room <br />RHS Right Hand Side <br />RF Roof <br />REV Revision <br />RET Retaining <br />REQ'D Required <br />REINF Reinforcing <br />RD Roof Drain <br />RA Return Air <br />R Radius <br />QTY Quantity <br />QT Quarry Tile <br />PT Post Tensioned <br />PR Pair <br />PNL Panel <br />PLYWD Plywood <br />Dr. Kalantari Dental Office <br />DENTAL OFFICE TENANT IMPROVEMENT PROJECT <br />Dr <br />. <br /> <br />K <br />a <br />l <br />a <br />n <br />t <br />a <br />r <br />i <br /> <br />D <br />e <br />n <br />t <br />a <br />l <br /> <br />O <br />f <br />f <br />i <br />c <br />e <br /> <br />SHEET NO. <br />2509 <br />REVISIONS: <br />5/30/2025DATE: <br />PROJECT NO. <br />DE <br />N <br />T <br />A <br />L <br /> <br />O <br />F <br />F <br />I <br />C <br />E <br /> <br />T <br />E <br />N <br />A <br />N <br />T <br /> <br />I <br />M <br />P <br />R <br />O <br />V <br />E <br />M <br />E <br />N <br />T <br /> <br />P <br />R <br />O <br />J <br />E <br />C <br />T <br />22 <br />2 <br />2 <br /> <br />S <br />. <br /> <br />B <br />r <br />i <br />s <br />t <br />o <br />l <br /> <br />S <br />t <br />r <br />e <br />e <br />t <br />, <br /> <br />S <br />u <br />i <br />t <br />e <br /> <br />A <br />, <br /> <br />S <br />a <br />n <br />t <br />a <br /> <br />A <br />n <br />a <br />, <br /> <br />C <br />A <br /> <br />9 <br />2 <br />7 <br />0 <br />4 <br />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 <br />DOORS SHALL BE 3'-0" WIDE MIN. <br />3. MAXIMUM EFFORT TO OPERATE DOORS SHALL NOT EXCEED 5 POUNDS FOR EXTERIOR DOORS AND 5 POUNDS FOR INTERIOR DOORS. SUCH PUSH OR PULL EFFORT SHALL BE APPLIED AT RIGHT <br />ANGLES TO HINGED DOORS. AT REQUIRED FIRE DOORS, MAX. OPERATING EFFORT MAY BE INCREASED TO 15 LBS. <br />4. PER CBC 11B-302 AND 11B-404.2.5, REGARDLESS OF THE OCCUPANT LOAD, THERE SHALL BE A LEVEL FLOOR OR LANDING ON EACH SIDE OF AN EGRESS DOOR. THE FLOOR OR LANDING <br />SHALL NOT BE MORE THAN 1/2" LOWER THAN THE THRESHOLD OR THE DOORWAY. <br />5. THE LOWER 10" OF ALL DOORS SHALL BE SMOOTH AND UNINTERRUPTED TO ALLOW THE DOOR TO BE OPENED BY A WHEELCHAIR FOOTREST WITHOUT CREATING A TRAP OR <br />HAZARDOUS CONDITION. NARROW FRAME DOORS MAY USE A 10" HIGH SMOOTH PANEL ON THE PUSH SIDE OF THE DOOR. <br />6. 2 NEW ALL GENDER RESTROOMS ARE PROVIDED IN THIS BUILDING: <br />7. WATER-CLOSET / FAUCET CONTROLS SHALL BE OPERABLE WITH ONE HAND AND DO NOT REQUIRE TIGHT GRASPING. PINCHING OR TWISTING OF THE WRIST. <br />8. LAVATORIES SHALL COMPLY WITH THE FOLLOWING: <br />a) A MINIMUM OF 30" x 48" CLEAR SPACE IS PROVIDED IN FRONT OF THE LAVATORY . <br />b) THE CLEAR SPACE BENEATH LAVATORIES IS A MINIMUM OF 29" HIGH x 30" WIDE x 8" DEEP AT THE TOP AND 9" HIGH x 30" WIDE x 17" DEEP AT THE BOTTOM. THE MAXIMUM HEIGHT OF THE <br />BASIN / COUNTER TOP IS 34" HEIGHT MAX. <br />c) ALL HOT WATER AND DRAIN PIPES UNDER THE LAVATORY ARE INSULATED. <br />d) FAUCET CONTROLS HAVE AN OPERATING FORCE OF NOT GREATER THAN 5 POUNDS. <br />9. FLOORS ARE TO BE SLIP-RESISTANT. <br />10. GRAB BARS SHALL BE PROVIDED. FASTENERS AND MOUNTING SUPPORT MUST BE ABLE TO WITHSTAND 250 POUNDS POINT LOAD BEARING SHEAR AND TORSION. <br />11. DOORS TO THE TOILET ROOM SHALL BE IDENTIFIED BY A 12" X 1/4" THICK SIGN WITH ETCHED ALL-GENDER SYMBOL: 12" DIAMETER <br />CIRCULAR WITH EQUALITERAL TRIANGLE VERTEX POINTING UP. <br />1. CARRY OUT ALL DEMOLITION WORK INDICATED IN ACCORDANCE WITH STATE AND LOCAL CODES. <br />2. REMOVE ALL DEBRIS FROM SITE AS WORK PROCEEDS AND DISPOSE OF AS PER CODE AND THE BUILDING MANAGEMENT REQUIREMENTS. <br />INFORM ARCHITECT IMMEDIATELY IF ANY HAZARDOUS MATERIALS ARE ENCOUNTERED. <br />3. PROVIDE TEMPORARY BARRICADES AND PROTECT EXISTING FINISHES IN PLACE. <br />DEMOLITION NOTES <br />SANITARY FACILITIES <br />SITE ACCESS <br />(CBC ACCESSIBILITY STANDARDS SHALL TAKE PRECEDENCE) <br />1. ACCESSIBLE SIGNAGE SHALL BE PROVIDED AT ALL NEW TOILET FACILITIES AND EXITS. SEE SIGNAGE SCHEDULE. SIGNS TO HAVE RAISED LETTERS PLUS BRAILLE, AND ARE TO BE INSTALLED 48" <br />MIN. TO 60" MAX. AFF, ADJACENT TO LATCH SIDE OF DOOR. <br />ACCESSIBILITY NOTES <br />GENERAL ACCESSIBILITY <br />DOORS <br />1. THE BUILDING AND SITE ARE EXISTING AND SHALL BE MADE FULLY ACCESSIBLE. <br />2. PRIMARY ENTRANCES TO THE BUILDING ARE ON AN ACCESSIBLE ROUTE. GROUND SURFACES ALONG THIS ROUTE, INCLUDING CURB RAMPS ARE ACCESSIBLE. <br />APPLICABLE CODES <br />FIRE DEPT. NOTES <br />A TENANT IMPROVEMENT PROJECT, EXTERIOR REMODEL, & SUITE MERGE <br />IN AN EXISTING COMMERCIAL BUILDING. THIS FACILITY IS NOT REQUIRED <br />TO UNDERGO OSHPD REVIEW, NOR WILL THIS PROJECT BE SUBJECT TO <br />STATE LICENSING (PER CBC 1226). GENERAL ANESTHESIA WILL NOT BE <br />ADMINISTERED AT THIS FACILITY. NO ORAL SURGERY. THE TENANT <br />IMPROVEMENT SHALL INCLUDE THE FOLLOWING: <br />1.SUITE MERGE (SUITE B TO BE DEACTIVATED) <br />2.NEW INTERIOR NON-LOAD BEARING PARTITION WALLS <br />3.NEW GYPSUM BOARD AND SUSPENDED CEILING SYSTEMS <br />4.ALL NEW FINISHES THROUGHOUT <br />5.ALL NEW PLUMBING FIXTURES AND PIPING <br />6.HVAC MODIFICATIONS <br />7.NEW ELECTRICAL & LIGHTING <br />8.2 NEW ACCESSIBLE ALL GENDER RESTROOMS <br />9.NEW EXTERIOR STOREFRONT WINDOW/DOOR SYSTEM <br />10.RE-FINISH OF EXTERIOR SURFACES/ROOF. <br />11. EXTERIOR SOFFIT MODIFICATIONS <br />12.NEW CURB RAMPS AND CONCRETE WALKWAY <br />NO CHANGE TO BUILDING FOOTPRINT OR FAF. NO CHANGE TO <br />QUANTITY OF PARKING STALLS <br />SCOPE OF WORK <br />2022 BUILDING STANDARDS ADMINISTRATIVE CODE, PART 1, TITLE 24 C.C.R. <br />2022 CALIFORNIA BUILDING CODE (CBC), PART 2, TITLE 24 C.C.R. <br />2022 CALIFORNIA ELECTRICAL CODE (CEC), PART 3, TITLE 24 C.C.R <br />2022 CALIFORNIA MECHANICAL CODE (CMC), PART 4, TITLE 24 C.C.R <br />2022 CALIFORNIA PLUMBING CODE (CPC), PART 5, TITLE 24 C.C.R <br />2022 CALIFORNIA FIRE CODE (CFC), PART 9, TITLE 24 C.C.R <br />2022 CALIFORNIA GREEN BUILDING STANDARDS CODE (CGBC), PART 11, TITLE 24 C.C.R <br />2022 CA ENERGY EFFICIENCY CODE <br />OWNER: <br />DR. DANIEL KALANTARI, DDS/DMD <br />2222 S BRISTOL ST, <br />SANTA ANA, CA 92704 <br />(949) 307 1773 <br />ARCHITECT: <br />SAUNDERS + WIANT ARCHITECTS, INC. <br />2700 WEST COAST HIGHWAY, #200, <br />NEWPORT BEACH, CA. 92663 <br />(949) 721 0730 <br />MECHANICAL/ELECTRICAL/PLUMBING: <br />ABSOLUTE CONSULTING ENGINEERS <br />3839 BIRCH STREET <br />NEWPORT BEACH, CA 92660 <br />(949)852 8700 <br />1.EXTERIOR SIGNAGE <br />2.FIRE SPRINKLERS <br />DOCUMENTS FOR DEFERRED SUBMITTAL ITEMS SHALL BE SUBMITTED TO THE <br />REGISTERED DESIGN PROFESSIONAL IN RESPONSIBLE CHARGE WHO SHALL REVIEW <br />THEM AND FORWARD THEM TO THE BUILDING OFFICIAL WITH A NOTATION <br />INDICATING THAT THE DEFERRED SUBMITTAL DOCUMENTS HAVE BEEN REVIEWED <br />AND FOUND TO BE IN GENERAL CONFORMANCE TO THE DESIGN OF THE BUILDING. <br />THE DEFERRED SUBMITTAL ITEMS SHALL NOT BE INSTALLED UNTIL THE DEFERRED <br />SUBMITTAL DOCUMENTS HAVE BEEN APPROVED BY THE BUILDING OFFICIAL <br />FIRE SPRINKLER DRAWINGS SHALL BE SUBMITTED AND APPROVED BY THE ORANGE <br />COUNTY FIRE AUTHORITY (OCFA) PRIOR TO THE FINAL OF THE BUILDING PERMIT. <br />DEFERRED SUBMITTALS <br />1. ALL WORK SHALL BE PER STATE, FEDERAL & LOCAL CODES, ORDINANCES, ETC. INCL.THE 2022 EDITION OF THE CALIFORNIA BUILDING CODE <br />(TITLE 24) WHICH ADOPTS THE 2022 CBC, CMC, AND CPC AND THE 2022 CEC. <br />1a. ALL WORK SHALL BE PER 2022 CALIFORNIA ENERGY EFFICIENCY STANDARDS AS ADOPTED BY THE CITY. <br />2. EACH SUB-CONTRACTOR SHALL VISIT THE SITE, VERIFY ALL DIMENSIONS AND EXISTING CONDITIONS. NOTIFY THE ARCHITECT OF ANY <br />DISCREPANCIES OR INCONSISTENCIES FOUND. DO NOT SCALE DRAWINGS. <br />3. CONSTRUCTION, DEMOLITION AND REMODEL SHALL COMPLY WITH C.F.C. CHAPTERS 11 AND 33. CONTRACTOR SHALL PATCH & REPAIR <br />NEIGHBORING FINISHES IF DAMAGED DURING DEMOLITION OR CONSTRUCTION. <br />4. THE CONTRACTOR SHALL DISPOSE OF ALL DEMOLITION AND CONSTRUCTION DEBRIS OFF SITE AND IN AN APPROVED MANNER, ACCORDING TO <br />STATE AND CITY CODES. <br />5. ALL EXIT DOORS SHALL BE OPENABLE FROM THE INSIDE WITHOUT THE USE OF A KEY OR ANY SPECIAL KNOWLEDGE OR EFFORT. NO DEADBOLTS, <br />SLIDING BOLTS, ETC. PROVIDE SELF RELEASING LOCKING DEVICES ON EXIT DOORS. EXIT DOORS SHALL SWING OPEN IN DIRECTION OF EXIT TRAVEL. <br />6. WHERE NO CONSTRUCTION DETAILS ARE SHOWN OR NOTED FOR ANY PART OF THE WORK TO BE DONE, DETAILS SHALL BE SAME AS FOR OTHER <br />SIMILAR WORK. <br />7. FIRE EXTINGUISHERS SHALL BE PROVIDED PER C.F.C. SECTION 906. EXTINGUISHERS TO BE TYPE 2A10BC WITH CURRENT STATE FIRE MARSHALL <br />SERVICE TAG, MOUNTED IN VISIBLE LOCATIONS, NOT MORE THAN 75' WALKING DISTANCE FROM ANY POINT IN THE SPACE. UNITS TO BE INSTALLED <br />IN SEMI-RECESSED WALL CABINETS. <br />8. ALL POWER ACTUATED PINS/ANCHORS SHALL BE "RAMSET" #2330 AT 32" O.C. FOR INTERIOR, NON-LOAD BEARING PARTITIONS PER ICC ESR-1799. <br />9. WALL, FLOOR AND CEILING MATERIALS SHALL NOT EXCEED THE FLAME SPREAD CLASSIFICATIONS IN CBC TABLE 803.11. <br />10. IF REQUESTED BY INSPECTOR, CONTRACTOR TO POST OCCUPANT LOAD SIGN COMPLYING WITH C.F.C. SEC. 1003 AND C.B.C. SEC. 1004.3. <br />POST IN WAITING AREA. <br />12. ENSURE ALL EXIT AISLEWAYS AND CORRIDORS ARE MAINTAINED AT 36" MINIMUM CLEAR WIDTH IN OFFICE AREA. <br />14. ENSURE ALL FINISHES ARE MAINTAINED IN FIRE RETARDANT CONDITION. ALL NEW FINISHES SHALL BE PER CHAPTER 8 (TABLE 803.11) OF THE CBC, <br />CLASS III, FLAME SPREAD INDEX 200 MAX. (INCLUDES CARPETS, ETC.) <br />16. IF REQUESTED A STATEMENT IN WRITING SHALL BE GIVEN TO THE BUILDING OFFICIAL, STATING THAT THE ARCHITECT / ENGINEER SITE <br />OBSERVATION AND SITE VISITS HAVE BEEN MADE AND WHETHER OR NOT ANY OBSERVED DEFICIENCIES HAVE BEEN CORRECTED TO CONFORM TO <br />THE APPROVED PLANS AND SPECIFICATIONS. <br />17. GENERAL CONTRACTOR SHALL OBTAIN AND PAY FOR ALL REQUIRED PERMITS. <br />18. PROTECT IN PLACE ALL EXISTING FINISHES WHICH ARE TO REMAIN. REPAIR OR REPLACE ANY SUCH FINISHES DAMAGED DURING <br />CONSTRUCTION. <br />19. REFER TO SPECIFICATIONS ON SHEET A-5 FOR ADDITIONAL STANDARDS AND REQUIREMENTS. <br />20. NO HAZARDOUS MATERIALS STORED ON SITE EXCEED QUANTITIES LISTED IN CBC TABLE 307.1(1) AND 307.1(2). <br />21. EXIT SIGNS SHALL BE READILY VISIBLE FROM ANY DIRECTION OF APPROACH AND SHALL CLEARLY INDICATE THE DIRECTION OF TRAVEL. NO <br />POINT SHALL BE MORE THAN 100 FEET (30480 MM) FROM THE NEAREST VISIBLE SIGN. ALL SIGNS SHALL BE ILLUMINATED AND CONNECTED TO AN <br />EMERGENCY ELECTRICAL SYSTEM. (CBC 1008.2.1, 1008.3) <br />22. CONSTRUCTION SHALL BE SUPERVISED AS REQUIRED BY TENANT/LANDLORD LEASE REQUIREMENTS. WHERE REQUIRED BY THESE DOCUMENTS, <br />PROVIDE CONTINUOUS INSPECTION OF THE WORK. THE DUTIES OF THE INSPECTOR ARE DEFINED IN SECTION 4-342 PART 1, TITLE 24, CCR; CLASS 3. <br />1. BUILDINGS UNDERGOING CONSTRUCTION, ALTERATION OR DEMOLITION SHALL BE IN ACCORDANCE WITH CALIFORNIA FIRE CODE (CFC). <br />2. AT LEAST ONE FIRE EXTINGUISHER WITH A MINIMUM RATING OF 2-A-10B:C SHALL BE PROVIDED WITHIN 75 FEET MAXIMUM TRAVEL DISTANCE FOR <br />EACH 6,000 SQUARE FEET OR PORTION THEREOF ON EACH FLOOR. (CFC 906, CAL. CODE REGS., TIT. 19, 3.29) <br />3. IF REQUIRED, COMPLETE PLANS AND SPECIFICATIONS FOR FIRE ALARM SYSTEMS; FIRE-EXTINGUISHING SYSTEMS AND OTHER FIRE-PROTECTION <br />SYSTEMS AND APPURTENANCES THERETO SHALL BE SUBMITTED TO FIRE AND LIFE SAFETY FOR REVIEW AND APPROVAL PRIOR TO INSTALLATION. [CFC <br />901.2] <br />4. ALL VALVES CONTROLLING THE WATER SUPPLY FOR AUTOMATIC SPRINKLER SYSTEMS AND WATER-FLOW SWITCHES ON ALL SPRINKLER SYSTEMS <br />SHALL BE ELECTRICALLY MONITORED WHERE THE NUMBER OF SPRINKLERS IS 20 OR MORE. (CBC 903.4, CFC 1003.3.1) <br />5. NEW AND EXISTING BUILDINGS SHALL HAVE APPROVED ADDRESS NUMBERS, BUILDING NUMBERS OR APPROVED BUILDING IDENTIFICATION <br />PLACE IN A POSITION THAT IS PLAINLY LEGIBLE AND VISIBLE FROM THE STREET OR ROAD FRONTING THE PROPERTY, CONTRASTING WITH THEIR <br />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 <br />PRIVATE ROAD AND THE BUILDING CANNOT BE VIEWED FROM THE PUBLIC WAY, A MONUMENT, POLE OR OTHER SIGN OR MEANS SHALL BE USED <br />TO IDENTIFY THE STRUCTURE. CFC 505.1 <br />6. WHERE REQUIRED TO BE FLAME RESISTANT, DECORATIVE MATERIALS SHALL BE TESTED BY AN APPROVED AGENCY AND MEET FLAME <br />PROPOGATION PERFORMANCE CRITERIA OF NFPA 701, OR SUCH MATERIALS SHALL BE NONCOMBUSTIBLE. REPORTS OF TEST RESULTS SHALL BE <br />PREPARED IN ACCORDANCE WITH NFPA 701 AND FURNISHED TO THE FIRE CODE OFFICIAL UPON REQUEST. CFC 807.2. <br />7. PER CFC 807.4: ACCEPTANCE CRITERIA AND REPORTS. WHERE REQUIRED TO EXHIBIT IMPROVED FIRE PERFORMANCE, CURTAINS, DRAPERIES, <br />FABRIC HANGINGS AND OTHER SIMILAR COMBUSTIBLE DECOATIVE MATERIALS SUSPENDED FROM WALLS OR CEILINGS SHALL BE FLAME RESISTANT <br />IN ACCORDANCE WITH THE PROVISIONS SET FORTH IN CCR, TITLE 19, DIVISION 1, CHAPTER 8. REPORTS OF TEST RESULTS SHALL BE PREPARED IN <br />ACCORDANCE WITH THE TEST METHOD USED AND FURNISHED TO THE FIRE CODE OFFICIAL UPON REQUEST. <br />THE SITE N <br />A-0.0 COVER SHEET <br />A-0.1 SITE PLAN <br />A-1.0 FLOOR PLAN <br />A-1.1 DIMENSION PLAN <br />A-1.2 DEMOLITION PLAN <br />A-1.3 ROOF PLAN <br />A-1.4 EGRESS PLAN <br />A-2.0 REFLECTED CEILING PLAN <br />A-3.0 CABINET ELEVATIONS <br />A-3.1 CABINET/INTERIOR ELEVATIONS <br />A-3.2 RESTROOM ELEVATIONS <br />A-3.3 EXTERIOR ELEVATIONS <br />A-4.0 SCHEDULES <br />A-5.0 SPECIFICATIONS <br />A-5.1 SPECIFICATIONS <br />A-6.0 DETAILS <br />A-6.1 DETAILS <br />A-6.2 DETAILS <br />A-6.3 EXTERIOR DETAILS <br />A-7.0 ACCESSIBILITY DETAILS <br />E-1.0 GEN. NOTES, LEGEND <br />E-1.1 LIGHT FIXTURE SCHED, LIGHT CONTR. PANEL <br />E-1.2 PANEL SCHEDULES <br />E-1.3 PANEL SCHEDULES <br />E-2.0 LIGHTING PLAN <br />E-3.0 POWER PLAN <br />E-4.0 LIGHTING TITLE 24 <br />E-4.1 LIGHTING TITLE 24 <br />E-4.2 LIGHTING TITLE 24 <br />E-4.3 LIGHTING TITLE 24 <br />E-4.4 LIGHTING TITLE 24 <br />E-5.0 LIGHTING TITLE 24 (OUTDOOR) <br />E-5.1 LIGHTING TITLE 24 (OUTDOOR) <br />E-5.2 LIGHTING TITLE 24 (OUTDOOR) <br />M-1.0 GEN. NOTES, LEGEND <br />M-1.1 SCHEDULES, TABLES, DIAGRAM DETAILS <br />M-1.2 DUCTS, AIR DISTRIBUTION DETAILS, SPECIFICATIONS <br />M-2.0 MECHANICAL PLAN <br />M-3.0 DETAILS <br />M-4.0 MECHANICAL TITLE 24 <br />M-4.1 MECHANICAL TITLE 24 <br />P-1.0 GEN. NOTES, LEGENDS, SPECIFICATIONS <br />P-2.0 PLUMBING PLAN <br />P-3.0 PLUMBING PLAN <br />P-3.1 PLUMBING PLAN <br />P-3.2 PLUMBING SITE PLAN <br />P-4.0 DETAILS <br />P-4.1 DETAILS <br />P-5.0 PLUMBING TITLE 24 <br />P-5.1 PLUMBING TITLE 24 <br />P-5.2 PLUMBING TITLE 24 3. VAN ACCESSIBLE PARKING SPACE TO BE PROVIDED, <br />LOCATED ON SITE AT THE PARKING LOT SERVING THIS BUILDING. <br />ACCESSIBLE SPACES TO COMPLY IN REGARD TO QUANTITY, <br />SPACE, STRIPING, SIGNAGE, AND CURB RAMPS. <br />4. TEXT "MIN. FINE $250.00" ON SIGNS AT STALLS (MIN. 1" HIGH <br />LETTERS AND A PERMANENT PART OF THE SIGN). ENSURE SIGN <br />MIN. 6'-8" A.F.F. <br />5. ACCESS AISLES HAVE BEEN PAINTED PER 11B-502.3. <br />6. STRIPING: PERIMETER SHALL BE BLUE COLOR (105090) PER FED. <br />STD. 595B AND CROSSHATCHING TO BE WHITE. <br />7. DOORS ALONG PEDESTRIAN PATH OF TRAVEL ARE REQUIRED <br />TO MEET ALL REQUIREMENTS FOR EXITS DOORS, AS FOLLOWS: <br />A. 36"-48" LEAF WIDTH <br />B. WHERE PANIC HARDWARE IS USED, MOUNT ABOVE 36" <br />A.F.F. OR SHOW MIN. 32" CLEAR WIDTH WHEN GATE IS <br />OPEN 90 DEGREES. <br />C. MAX. 5LB. OPERATING PRESSURE <br />D. BOTTOM 10" OF DOORS TO BE SMOOTH FROM SIDE TO <br />SIDE <br />E. LEVER OR ACCESSIBLE PULL FROM PULL SIDE OF DOOR <br />F. REQUIRED MANEUVERING CLEARANCES PER FIG. <br />11B-404.2.4.1 <br />G. MIN. HEADROOM 6'-8" <br />H. NO CANE BOLTS OR PADLOCKS ON DOORS WITH <br />PANIC HARDWARE <br />A PLANCHECK <br />REVISIONS 10-15-25 <br />PLUMBING <br />PER 2022 CPC 422.2 EXCEPTION 3, ANY BUSINESS OR MERCANTILE WITH OCCUPANT LOAD OF 50 OR LESS IS <br />ALLOWED TO HAVE 1 ALL GENDER RESTROOM. THERE ARE 2 FULLY ACCESSIBLE ALL GENDER RESTROOMS IN THIS <br />SUITE. <br />CPC TABLE 422.1 - MINIMUM PLUMBING FACILITIES <br />ACTUAL S.F.:2900 S.F. <br />ADJUSTED:2193 S.F. (ACCESSORY AREAS EXCLUDED (HALLWAYS, RESTROOMS, ETC.) PER CPC 422.1; TABLE <br />4-1 [DSA-SS, CPC 2022] EXCEPTION) <br />- OFFICE: 2193 S.F. (1:150)[15 OCC.] <br />OCCUPANCY:15 OCCUPANTS (8 MALE, 8 FEMALE) (PER TABLE 4-1, OCCUPANT LOAD FACTOR) <br />REQUIRED FIXTURES: <br />MALE:FEMALE:PROVIDED: <br />WATER CLOSET:1 (1-50)2 (16-30)2 (ALL GENDER FACILITIES) <br />LAVATORIES:1 (1-75)2 (51-100)2 (ALL GENDER FACILITIES) <br />PER CPC 415: DRINKING FOUNTAINS SHALL NOT BE REQUIRED FOR AN OCCUPANT LOAD OF 30 OR LESS. <br />B PLANCHECK <br />REVISIONS 12-10-25