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HomeMy WebLinkAboutHISTORIC-305 W Fourth St - PlanY:\Water Operations\Engineering\Development\FOG Program\FSEs\97 - (305 W. 4th St)\2026 Jan - 305 W. 4th St (Oasis Center International)\Memorandum - Complete.docx GREASE INTERCEPTOR MEMORANDUM To: Jin Sung - Applicant Date: 2/2/2026 Luis A. Dimas – Engineering Aide From: PWA, Water Resources Location: 305 W. 4TH ST. – OASIS CENTER INTERNATIONAL The above referenced food service establishment (FSE) must comply with the Fats, Oils, and Grease (FOG) Control Program Rules and Regulations as identified in Ordinance NS-2921 and as follows: No improvements are required at this time. This FSE qualifies for at least one of the following condition(s): The proposed FSE’s FOG discharges are projected to be negligible and will not likely cause a significant impact to the sewer system, or; The proposed remodeling work does not increase the current amount of FOG generated, or; The proposed remodeling work does not require: 1) under the slab plumbing in the kitchen area, 2) an increase in the net public seating area, 3) an increase in the size of the kitchen area, or 4) any change in the size or type of food preparation equipment, or This is an existing FSE involving a change of ownership that will not result in an increase of FOG discharged to the sewer system. Special comments/conditions: The developer/owner acknowledges that no tenant improvements that include change of plumbing in the kitchen area, change of kitchen equipments, expansion of dining area, and or change in type of operations or use, are being performed at this time. The developer/owner has been notified that any improvements, that include that which is mentioned above, will result in the revocation of this waiver to install a grease interceptor. C/c: Water Resources Division Planning & Building Agency OC Health Care Agency Public Works Agency (Development) EEC Environmental Applicant CITY OF SANTA ANA FOOD SERVICE ESTABLISHMENT WASTEWATER DISCHARGE NOTICE AND CONDITIONAL WAIVER FSE ID: 97 FSE Owner: .tin sung FSE Name: Oasis Center International FSE Address: 305 w. 4th st. FSE City, State, Zip: Santa Ana, CA, 92701 FSE Owner/Rep Email: sandro@madstudiola.com A gravity grease interceptor is NOT required at this FSE: Effective Date: 1/27/2026 CITY OF SANTA ANA Planning and Building Agency Approved FOR PERMIT ISSUANCE Master ID: Date: FSE Owner/Rep Phone: (442) 288-8720 Effective August 1, 2017, the City of Santa Ana adopted Ordinance Number NS 2921 amending Chapter 39 of the Santa Ana Municipal Code adding fats, oils and grease (FOG) control regulations applicable to Food Service Establishments (FSEs). The ordinance requires all new and remodeled FSEs to install and maintain grease interceptors. FSEs without grease interceptors and that meet certain criteria are hereby issued a conditional waiver under the terms of this Notice and Conditional Waiver. FSEs will be routinely inspected to evaluate the effectiveness of their grease control measures. Existing FSEs that discharge FOG and are out of compliance with the Ordinance provisions will be required to install grease interceptors. All FSEs must implement Kitchen Best Management Practices (BMPs) to remove FOG from the waste stream entering the sewer system. Program Rules and Regulations The City has established Rules and Regulations for the FOG Program. Refer to the City website at https://www.santa-ana.org/documents/fog-program-rules-and-regulations/ or contact the FOG Control Program Manager at (714) 647-3320 for copies of the Rules and Regulations. Also refer to these sources for the Fats, Oils, and Grease Control Regulations (Section 39-56 of the City's Municipal Code) and for copies of forms and educational material. Conditional Waiver A Conditional Waiver to the requirement to install a grease interceptor is hereby granted. This waiver may be revoked at any time upon a determination of one or more of the following: 1. Quantity of FOG discharge as measured or as indicated by the size of the FSE based on seating capacity, number of meals served, menu, water usage, amount of on -site consumption of prepared food and other conditions have changed since the granting of said waiver such that the FSE is contributing to FOG discharges. 2. Any tenant or facility modification, addition or alteration of cooking or food preparation equipment 3. Identification of the FSE as a significant contributor of FOG into the Sewer System, which is based on inspection or sampling of the FOG discharged from the FSE's sewer lateral to the Sewer System. 4. Adequacy of implementation and compliance with Kitchen Best Management Practices (BMPs). 5. Change in sewer size, grade, and condition based on visual information. 6. Failure to comply with any of the specific requirements set forth below in this Conditional Waiver. 7. Any other condition deemed reasonably related to the generation of FOG discharges by the FOG Control Program Manager. Page 1 of 2 CITY OF SANTA ANA Planning and Building Agency Current FSE Equipment Approved FOR PERMIT ISSUANCE FSE acknowledges that below is the existing cooking equipment of the facility and that no ct anges will or.rur. Master ID: Equipment # Equipment # Equipment # Equi r®er*: 4 Automatic Dishwasher 1 Grill 0 Rethermalizer 0 3 Compartment Sink Broiler 0 Hood 0 Rotisserie 0 Tilt Skillet 0 Char Broiler 0 Kettle 0 Skillet 0 Wok 0 Deep Fryer 0 Oven 0 Smoker 0 Stove 0 Griddle 0 Pressure Cooker 0 Steamer 0 Notice and Conditional Waiver Amendment Notice The Developer/Owner acknowledges that no tenant improvements that include change of kitchen equipment, expansion of dining area, and or change in type of operations or use, are being performed at this time. The developer/owner has been notified that any improvements, that include what is mentioned above, will result in the revocation of this waiver to install a grease interceptor. The City may amend this Notice and/or Conditional Waiver at any time. Compliance with the requirements contained in this Notice and Conditional Waiver does not relieve the FSE of its obligation to comply with the Fats, Oils, and Grease Control Regulations, any applicable pretreatment regulations, standards or requirements under local, State, and Federal laws, including any such regulations, standards, requirements or laws that may become effective during the term of this Conditional Waiver. Non-compliance with any term or condition of this Notice and Conditional Waiver constitutes a violation of the Fats, Oils and Grease Control Regulation and may result in revocation of the Conditional Waiver. Print Name (FSE Owner/Representative) I Sign Name (FSE Owner/Representative) I Date BY signing, FSE owner agrees to all terms and conditions of this Notice and Conditional Waiver. ma o Fernandez Acti g Deputy Public Works Director Water Resources Manager Page 2 of 2 CITY OF SANTA ANA FOOD SERVICE ESTABLISHMENT WASTEWATER DISCHARGE NOTICE AND CONDITIONAL WAIVER FSE ID: 97 FSE Owner: .tin sung FSE Name: Oasis Center International FSE Address: 305 w. 4th st. FSE City, State, Zip: Santa Ana, CA, 92701 FSE Owner/Rep Email: sandro@madstudiola.com A gravity grease interceptor is NOT required at this FSE: Effective Date: 1/27/2026 CITY OF SANTA ANA Planning and Building Agency Approved FOR PERMIT ISSUANCE Master ID: Date: FSE Owner/Rep Phone: (442) 288-8720 Effective August 1, 2017, the City of Santa Ana adopted Ordinance Number NS 2921 amending Chapter 39 of the Santa Ana Municipal Code adding fats, oils and grease (FOG) control regulations applicable to Food Service Establishments (FSEs). The ordinance requires all new and remodeled FSEs to install and maintain grease interceptors. FSEs without grease interceptors and that meet certain criteria are hereby issued a conditional waiver under the terms of this Notice and Conditional Waiver. FSEs will be routinely inspected to evaluate the effectiveness of their grease control measures. Existing FSEs that discharge FOG and are out of compliance with the Ordinance provisions will be required to install grease interceptors. All FSEs must implement Kitchen Best Management Practices (BMPs) to remove FOG from the waste stream entering the sewer system. Program Rules and Regulations The City has established Rules and Regulations for the FOG Program. Refer to the City website at https://www.santa-ana.org/documents/fog-program-rules-and-regulations/ or contact the FOG Control Program Manager at (714) 647-3320 for copies of the Rules and Regulations. Also refer to these sources for the Fats, Oils, and Grease Control Regulations (Section 39-56 of the City's Municipal Code) and for copies of forms and educational material. Conditional Waiver A Conditional Waiver to the requirement to install a grease interceptor is hereby granted. This waiver may be revoked at any time upon a determination of one or more of the following: 1. Quantity of FOG discharge as measured or as indicated by the size of the FSE based on seating capacity, number of meals served, menu, water usage, amount of on -site consumption of prepared food and other conditions have changed since the granting of said waiver such that the FSE is contributing to FOG discharges. 2. Any tenant or facility modification, addition or alteration of cooking or food preparation equipment 3. Identification of the FSE as a significant contributor of FOG into the Sewer System, which is based on inspection or sampling of the FOG discharged from the FSE's sewer lateral to the Sewer System. 4. Adequacy of implementation and compliance with Kitchen Best Management Practices (BMPs). 5. Change in sewer size, grade, and condition based on visual information. 6. Failure to comply with any of the specific requirements set forth below in this Conditional Waiver. 7. Any other condition deemed reasonably related to the generation of FOG discharges by the FOG Control Program Manager. Page 1 of 2 Sandro Polo 01/29/2026 305 W 4TH STREET, SANTA ANA, CA, 92701 SYMBOLS BUILDING DEPARTMENT NOTES FIRE DEPARTMENT NOTES PROJECT DIRECTORY SHEET INDEXABBREVIATIONS VICINITY MAP BUILDING SUMMARY/SCOPE OF WORK ARCHITECTURAL DRAWINGSEXISTING BUILDING INFORMATION CONSTRUCTION TYPE: NUMBER OF FLOORS: SPRINKLERED: OCCUPANCY TYPE: PARCEL: LEGAL DESCRIPTION: ROOM DESIGNATION ELEVATION NUMBER V-B EXISTING 3 (AND BASEMENT LEVEL) YES (EXISTING) - ALL MODIFICATION SHALL BE REVIEWED AND APPROVED BY OCFA PRIOR TO FINAL OF THE BUILDING PERMIT. EXISTING 'B' 398-255-20 SEC 12 T5R10 LOT2 25 X 100 FT CAfe oasis 1 ROOM NAME No. MECHANICAL DRAWINGS ELECTRICAL DRAWINGS PLUMBING DRAWINGS id1.0 DEMOLITION PLAN AND CEILING DEMO PLAN id2.0 PARTITION PLAN AND REFLECTED CEILING PLAN id2.1 POWER & SIGNAL PLAN AND FURNITURE PLAN (FOR REFERENCE ONLY) id2.2 WALL FINISH PLAN AND FLOOR FINISH PLAN id3.0 DOOR AND HARDWARE SCHEDULE id4.0 INTERIOR ELEVATIONS id4.1 INTERIOR ELEVATIONS id5.0 PARTITION CONSTRUCTION DETAILS id5.2 CEILING CONSTRUCTION DETAILS id6.0 MILLWORK DETAILS M1.0 MECHANICAL DEMOLITION AND REMOVAL PLAN M2.0 MECHANICAL DETAILS SHEET E0.1 ELECTRICAL LEAD SHEET E0.3 ELECTRICAL TITLE 24 P0.1 PLUMBING LEAD SHEET P2.0 PLUMBING REMODEL PLANS ADJUSTABLE ACOUSTICAL ACOUSTICAL ABOVE FINISH FLOOR ARCHITECTURAL BUILDING BOTTOM ANODIZED APPROXIMATE CONTRACTOR COLUMN CONCRETE CONNECTION CONTINUOUS CENTERLINE DRINKING FOUNTAIN DIAMETER DIAMETER EXISTING DIMENSION DRAWING CORRIDOR CERAMIC TILE FINISH FACE EXPOSED FLOOR DRAIN GALVANIZED FIRE EXTINGUISHER ALUMINUM F.F. GAUGEGA. GALV. FT.FOOT FIN. FLR. FINISH FLOOR DOORDR. EQUALEQ. EXP. F.D. F.E.C. (E) DWG. D.F. Ø DIA. DIM. CORR. C.T. DET.DETAIL BOARDBD. CONC. CONN. CONT. CONTR. COL. CLO. CLR. CLOSET CLEAR C CLG.CEILING BLDG. BLK. BOT. BLOCK A.F.F. ANOD. @ APPROX. ARCH. AT ACOUS. ALUM. A.C.T. ADJ. SOLID CORE VINYL COMPOSITIONV.C.T. WALL COVERINGW.C. WD.WOOD W/ W/O WITHOUT WITH SCHEDULED STANDARD SPECIFICATIONS STAINLESS STEEL STRUCTURAL SUSPENDED TELEPHONE TEMPERED GLASS UNLESS OTHERWISE STORAGESTOR. TEMP.GL. THK. TYP. U.O.N. TYPICAL THICK SUSP. STRUCT. TELE. SPECS. STD. STL. S.S. STEEL S.C. SCHED. SECT. SIM. SECTION SIMILAR MISC. NOT IN CONTRACT NOT TO SCALE ON CENTER OPPOSITE HAND OWNER PROVIDE & RM. REQ'D.REQUIRED ROOM O.P.I. OPNG. OPP. OPENING O.C. O.P.C.I. O/OVER MTD. N.I.C. N.T.S. MOUNTED HARDWOOD GYPSUM BOARD LAVATORY MECHANICAL MANUFACTURER MISCELLANEOUS HDWD. MECH. MFR. MIN. MET./MTL. MINIMUM METAL HT. LAV. HEIGHT GL. GYP. BD. GLASS L CABINETCAB. ABANDON(A) (D)DEMOLISH CONTRACTOR INSTALL OWNER PROVIDE & CABINET INSTALL NOTED TILE CEILING TILE F.O.S.FACE OF STUD MAXIMUMMAX. MUL.MULLION R.O.ROUGH OPENING V.I.F.VERIFY IN FIELD SPACESP. (R)RELOCATED CEILING HEIGHT REFERENCE KEY NOTE ELEVATION REFERENCE SHEET NUMBER DETAIL NUMBER DETAIL REFERENCE SHEET NUMBER SECTION NUMBER SECTION REFERENCE SHEET NUMBER DETAIL NUMBER PLAN DETAIL REFERENCE SHEET NUMBER A ALIGNMENT OF NEW AND EXISTING ELEMENTS MAT.SURFACE MATERIAL REFERENCE 1 FIXTURE REFERENCE 1 EQUIPMENT REFERENCE WALL FINISH SPECIFICATION BASE MATERIAL SPECIFICTION WALL/BASE FINISH REFERENCE FLOOR FINISH REFERENCEC 1 FLOOR FINISH DIRECTION FLOOR FINISH TRANSITIONFINFIN NORTH APPLICABLE CODES: STATE BUILDING STANDARDS (CCR, TITLE 24, 2025 EDITION) MECHANICAL ELECTRICAL PLUMBING WORK SHALL BE ON SEPERATE BUILDING PERMITS. FIRE LIFE SAFETY/FIRE PROTECTION WORK SHALL BE ON SEPARATE PERMITS. PART 2.CALIFORNIA BUILDING CODE W/ CITY AMMENDMENTS PART 3.CALIFORNIA ELECTRICAL CODE W/ CITY AMMENDMENTS PART 4.CALIFORNIA MECHANICAL CODE W/ CITY AMMENDMENTS PART 5.CALIFORNIA PLUMBING CODE W/ CITY AMMENDMENTS PART 6.CALIFORNIA ENERGY EFFICIENCY STANDARDS W/ CITY AMMENDMENTS PART 7.CALIFORNIA ELEVATOR SAFETY CONSTRUCTION CODE W/ CITY AMMENDMENTS PART 8.CALIFORNIA HISTORICAL BUILDING CODE W/ CITY AMMENDMENTS PART 9.CALIFORNIA FIRE CODE W/ CITY AMMENDMENTS PART 10 CALIFORNIA CODE FOR BUILDING CONSERVATION W/ CITY AMMENDMENTS PART 12 CALIFORNIA REFERENCE STANDARDS CODE W/ CITY AMMENDMENTS id5.1 CONSTRUCTION DETAILS id0.0 COVER SHEET id0.1 GENERAL NOTES id0.2 GENERAL NOTES id0.4 NOT USED id0.3 GENERAL ACCESSIBILITY NOTES DEFERRED SUBMITTALS: FIRE PROTECTION WORK - BACK-FLOW ASSEMBLY UPGRADES UNDER SEPARATE PERMIT. 1.FIRE PROTECTION WORK SHALL BE PERFORMED ON A DESIGN/BUILD BASIS UNDER SEPARATE PERMITS. 2.RESPECTIVE CONTRACTORS SHALL BE RESPONSIBLE FOR PLAN CHECK REVIEWS/APPROVALS AND SECURING APPROPRIATE BUILDING PERMITS. DESIGN BUILD WORK 1.ALL WORK SHALL CONFORM TO THE 2025 CALIFORNIA BUILDING CODE. 2.THE CONSTRUCTION SHALL NOT RESTRICT A FIVE-FOOT CLEAR AND UNOBSTRUCTED ACCESS TO ANY WATER OR POWER DISTRIBUTION FACILITIES (POWER POLES, PULL-BOXES, TRANSFORMERS, VAULTS, PUMPS, VALVES, METERS, APPURTENANCES, ETC.) OR TO THE LOCATION OF THE HOOK-UP. THE CONSTRUCTION SHALL NOT BE WITHIN TEN FEET OF ANY POWER LINES-WHETHER OR NOT THE LINES ARE LOCATED ON THE PROPERTY. FAILURE TO COMPLY MAY CAUSE CONSTRUCTION DELAYS AND/OR ADDITIONAL EXPENSES. 3.THE FACILITIES INCLUDING, BUT NOT LIMITED TO, SANITARY FACILITIES, DRINKING FOUNTAINS, AND ELEVATORS ON ALL FLOORS, MUST COMPLY WITH ACCESSIBILITY REQUIREMENTS. 4.TOILET FACILITIES SHALL BE IDENTIFIED BY SIGNAGE IN COMPLIANCE WITH THE INTERNATIONAL SYMBOL OF ACCESSIBILITY (CBC CHAPTER 11). 5.THE PATH OF TRAVEL FROM THE DESIGNATED HANDICAP PARKING SPACES AND THE PUBLIC SIDEWALK PROVIDES A FREE AND UNOBSTRUCTED PASSAGE FOR ACCESS TO AND EGRESS FROM THE AREA OF WORK. 6.DOORS SHALL BE NOT LESS THAN 3'-0" IN WIDTH AND NOT LESS THAN 6'-8" IN HEIGHT. 7.FLOORS OR LANDINGS LOCATED AT A DOORWAY SHALL BE NOT MORE THAN 1/2" LOWER THAN THE TOP OF THE THRESHOLD, WHICH SHALL HAVE A 1/4" MAXIMUM VERTICAL EDGE AND A CHANGE IN LEVEL NOT GREATER THAN 1:2. 8.A CLEAR AND LEVEL AREA SHALL BE PROVIDED ON EACH SIDE OF EXIT DOORS WITH A LENGTH OF AT LEAST 60" IN THE DIRECTION OF THE DOOR SWING AND AT LEAST 48" IN THE OPPOSITE DIRECTION, MEASURED AT RIGHT ANGLES THE DOOR IN ITS CLOSED POSITION. HEIGHT MATERIAL SCOPE OF WORK: TENANT IMPROVEMENT TO EXISTING OFFICE SPACE. EXISTING 'B' OCCUPANCY TO REMAIN, NO CHANGE IN USE. 1ST FLOOR USABLE AREA:±2,133 SQ.FT. SCOPE OF WORK:±800 SQ.FT. 1.THE CONTRACTOR SHALL SUPPLY AND INSTALL A PORTABLE FIRE EXTINGUISHER WITH A RATING OF NOT LESS THAN 2-A OR 2-A10BC WITHIN 75'-0" TRAVEL DISTANCE TO ALL PORTIONS OF THE FLOOR, AND ANY ADDITIONAL FIRE EXTINGUISHERS AS REQUIRED BY FIRE DEPARTMENT FIELD INSPECTOR. FIRE EXTINGUISHERS SHALL ALSO BE PROVIDED DURING CONSTRUCTION. 2.DRAPES AND OTHER DECORATIVE MATERIALS SHALL BE FLAME RETARDANT. CERTIFICATION THEREOF SHALL BE PROVIDED. EXITS, EXIT LIGHTS, FIRE ALARM STATIONS, HOSE CABINETS AND EXTINGUISHER LOCATIONS SHALL NOT BE CONCEALED BY DECORATIVE MATERIAL (CBC CHAPTER 8). 3.INTERIOR WALL AND CEILING FINISHES FOR OFFICES SHALL BE OF CLASS C PER TABLE 803.11AND NOT EXCEED A FLAME SPREAD INDEX OF 76-200 PER SECTION 803.1.1 OF CBC 2022. 4.INTERIOR WALL AND CEILING FINISHES FOR EXIT CORRIDORS AND STAIRWELLS SHALL BE OF CLASS B PER TABLE 803.11 AND NOT EXCEED THE FLAME SPREAD INDEX OF 26-75 PER SECTION 803.1.1 OF CBC 2022. 5.ANY DECORATIONS USED SHALL BE NON-COMBUSTIBLE OR FLAME-RETARDANT TREATED IN AN APPROVED MANNER (CURTAINS, DRAPES, SHADES, ETC.). 6.EXIT SIGNS SHALL BE ELECTRICALLY ILLUMINATED AND THE TWO LAMPS SHALL BE ENERGIZED FROM SEPARATE CIRCUITS. ILLUMINATION SHALL NORMALLY BE PROVIDED BY THE PREMISES WIRING SYSTEMS. IN THE EVENT OF THIS SYSTEM'S FAILURE, ILLUMINATION SHALL BE AUTOMATICALLY PROVIDED FROM AN EMERGENCY SYSTEM. EMERGENCY LIGHTING SHALL GIVE A VALUE OF ONE FOOT-CANDLE AT FLOOR LEVEL (CBC CHAPTER 10). 7.WHENEVER THE BUILDING IS OCCUPIED, EXIT SIGNS SHALL BE LIT SO THAT THEY ARE CLEARLY VISIBLE. 8.PROVIDE EXIT SIGNS WITH MINIMUM 6" HIGH BLOCK LETTERS WITH 3/4" STROKE ON A CONTRASTING BACKGROUND. INDICATE THE LOCATION OF EXIT SIGNS ON PLANS (CBC CHAPTER 10). 9.EXIT PATH LIGHTING SHALL BE PROVIDED AT STAIRWAY, HALLWAY, EXIT PASSAGEWAY, AND EGRESS TO A PUBLIC WAY WHENEVER THE BUILDING IS OCCUPIED, PER CBC CHAPTER 10. 10.EMERGENCY LIGHTING SYSTEM IS REQUIRED AND MUST COMPLY WITH CBC CHAPTER 10. 11.ALL FIRE ALARM DEVICES SHALL BE LOCATED AS NOTED BELOW. 12.ALTERATIONS TO THE FIRE AND LIFE SAFETY SYSTEM SHALL BE UNDER SEPARATE PERMIT FROM THE FIRE PREVENTION SECTION PLANS. PERMIT APPLICATIONS AND FEES SHALL BE SUBMITTED AND PERMIT APPROVAL SHALL BE OBTAINED PRIOR TO COMMENCEMENT OF ANY WORK ON THE FIRE AND LIFE SAFETY SYSTEM. 13.PROVIDE AN APPROVED FIRE ALARM SYSTEM WITH A DESCRIPTION OF SEQUENCE OF OPERATION AND LISTED STATE FIRE MARSHALL APPROVED EQUIPMENT. 14.SUBMIT THREE COMPLETE SETS OF PLANS TO ELECTRICAL DIVISION, DEPARTMENT OF BUILDING AND SAFETY FOR THE ABOVE REQUIREMENTS, ONE SET DESIGNATED AS THE FIRE DEPARTMENT COPY. 15.PROVIDE AUTOMATIC FIRE EXTINGUISHING SYSTEM THROUGHOUT THE FLOOR. ALTERATIONS TO THE AUTOMATIC FIRE SPRINKLER SYSTEM SHALL BE UNDER SEPARATE PERMIT FROM THE FIRE PREVENTION SECTION PLANS. PERMIT APPLICATIONS AND FEES SHALL BE SUBMITTED AND PERMIT APPROVAL SHALL BE OBTAINED PRIOR TO COMMENCEMENT OF ANY WORK ON THE FIRE PROTECTION SYSTEM. 16.SPRINKLER SYSTEM SHALL BE APPROVED BY PLUMBING DIVISION OF LOCAL BUILDING DEPARTMENT PRIOR TO INSTALLATION (CBC CHAPTER 9). 17.ELEVATOR DOORS SHALL NOT OPEN DIRECTLY INTO ONE-HOUR CORRIDORS (CBC CHAPTER 30). 18.KEY-LOCKING HARDWARE MAY BE USED ON THE MAIN EXIT WHEN THE MAIN EXIT CONSISTS OF A SINGLE DOOR OR PAIR OF DOORS IF THERE IS A READILY VISIBLE, DURABLE SIGN ON OR ADJACENT TO THE DOOR STATING "THIS DOOR MUST REMAIN UNLOCKED DURING BUSINESS HOURS". 19.EXIT CORRIDORS, EXTERIOR EXIT BALCONIES, AND AISLES LEADING TO REQUIRED EXITS SHALL HAVE A MINIMUM WIDTH OF 44" (CBC CHAPTER 10). 20.AN EXIT WALKWAY WITH A MINIMUM WIDTH OF 44" SHALL BE MAINTAINED CONTINUOUSLY TO A PUBLIC WAY (CBC CHAPTER 10). EXIT PATHS OR WALKWAYS TO PUBLIC WAY SHALL BE CLEARLY DELINEATED BY PAINTED LINES, RAILINGS, BARRIER POSTS, WALKS, OR OTHER APPROVED MEANS. 21.GLAZING INSTALLED IN ONE-HOUR CORRIDOR MUST BE 1/2" WIRED GLASS IN STEEL FRAMES AND SHALL NOT EXCEED 25% OF CORRIDOR/ROOM COMMON WALL. 22.FIRE DAMPERS OR DOORS SHALL BE PROVIDED WHERE HVAC DUCTS PENETRATE FIRE-RATED WALLS OR CEILINGS. id0.5 EXISTING SITEPLAN/ P.O.T. (FOR INFORMATION ONLY) id0.7 OCCUPANCY/EGRESS PLAN id0.6 EXISTING RESTROOMS (FOR INFORMATION ONLY) MAD STUDIOMAD OWNER/LANDLORD:S&A MANAGEMENT RYAN CHASE 129 W. WILSON ST., STE 100 COSTA MESA, CA 92627 EMAIL: DESIGN FIRM:MAD STUDIO ED MELGAR 670 GLENMORE BLVD. GLENDALE, CALIFORNIA 91206 EMAIL: ed@madstudiola.com PHONE: 818.795.3900 GENERAL CONTRACTOR:CLUNE CONSTRUCTION JASON RIVERA 725 S. FIGUEROA ST., STE 300 LOS ANGELES, CA 90017 PHONE: 213.437.6260 EMAIL: jrivera@clunegc.com MEP ENGINEERS:LAM AND KAAINONI ENGINEERING MATT KAAINONI 617 W. 7TH STREET, STE 301 LOS ANGELES, CA 90017 EMAIL: matt.kaainoni@lamkaainoni.com TENANT OASIS CENTER INTERNATIONAL JIN SUNG 305 W. 4TH STREET SANTA ANA, CA 92701 EMAIL: jsung@oasiscenterintl.org PROJECT SITE M0.1 MECHANICAL LEAD SHEET M0.2 MECHANICAL SCHEDULE SHEET E0.2 ELECTRICAL SINGLE LINE AND DETAILS E1.0 ELECTRICAL DEMOLITION AND POWER PLANS E2.0 ELECTRICAL LIGHTING AND PHOTOMETRIC PLANS P1.0 PLUMBING DEMOLITION PLAN P3.0 PLUMBING DIAGRAMS P4.0 PLUMBING DETAILS Sheet Title: ISSUE DATE ISSUE FOR PLANCHECK 12.22.2025 All drawings and written material appearing herein constitute the original and unpublished work of MAD Studio and the same may not be duplicated, used or disclosed without the written consent of MAD Studio. Sheet No.: ISSUE DESCRIPTION ENGINEER/CONSULTANT ARCHITECT/ENGINEER STAMP 30 5 W 4 T H S T R E E T , S A N T A A N A , C A 9 2 7 0 1 CA F E OA S I S CLIENT www.madstudiola.com CITY STAMP Project Director: Project Designer: Project Tech: Project No:25030.300E.M. E.M. S.P. ISSUED FOR MEP 01.13.2026 ISSUED FOR PLAN CHECK COMMENTS- PLANNING DEPT.01.22.2026 ISSUED FOR PRICING 02.17.2026 ISSUED FOR PLAN CHECK COMMENTS - PLANNING DEPT.02.20.2026 ISSUED FOR COUNTY REVIEW 03.24.2026 ISSUED FOR ADDENDUM A 03.27.2026 ISSUED FOR BUILDING DEPT REVIEW 04.08.2026 ISSUED FOR BUILDING DEPT REVIEW - RESUBMITTAL 05.05.2026 ISSUED FOR BUILDING DEPT CORRECTIONS 05.20.2026 ID0.0 COVER SHEET GENERAL CONDITION NOTES 1.THESE DRAWINGS, NOTES, AND SCHEDULES CONVEY THE DESIGN INTENT. THE HIGHEST POSSIBLE QUALITY OF WORKMANSHIP, MATERIAL, AND EQUIPMENT SHALL BE USED. 2.THESE DOCUMENTS INCORPORATE THE AIA GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION (AIA DOCUMENT A201 2017) AND SUPPLEMENTAL CONDITIONS PREPARED BY MAD, IF ANY, BY REFERENCE. BIDDERS ARE REQUIRED TO BECOME FAMILIAR WITH THESE DOCUMENTS, WHICH CAN BE OBTAINED FROM MAD. 3.THE BUILDING SHALL COMPLY WITH CBC CHAPTER 11B ACCESSIBILITY REQUIREMENTS AT ENTRANCE, PATH OF TRAVEL TO AREA OF WORK, AND ANY REVISIONS OR ADDITIONAL WORK REQUIRED BY THE TENANT, FIELD CONDITIONS, OR LOCAL GOVERNING AUTHORITIES SHALL BE BROUGHT TO THE ATTENTION OF THE OWNER AND MAD BEFORE PROCEEDING, REGARDLESS OF COST, TIME, OR MATERIAL INCREASE. 4.ALL WORK PERFORMED BY THE CONTRACTOR SHALL CONFORM TO THE REQUIREMENTS OF MUNICIPAL, LOCAL OR FEDERAL AND STATE LAWS AS WELL AS ANY OTHER GOVERNING REQUIREMENTS, WHETHER OR NOT SPECIFIED ON THE DRAWINGS. 5.CONTRACTOR SHALL ENSURE THAT INSTALLATION METHODS CONFORM TO ALL BUILDING CODE REQUIREMENTS. THE MATERIALS SPECIFIED ARE INTENDED TO MEET CODE REQUIREMENTS. ANY DISCREPANCY BETWEEN THE CONSTRUCTION DOCUMENTS AND CODE REQUIREMENTS SHALL BE BROUGHT TO THE ATTENTION OF MAD IMMEDIATELY BY THE CONTRACTOR, AND PRIOR TO PERFORMANCE OF SPECIFIED WORK. 6.WHERE THE CONTRACT DOCUMENTS CALL FOR ANY WORK OF A MORE STRINGENT NATURE THAN THAT REQUIRED BY THE BUILDING CODE OR ANY OTHER DEPARTMENT HAVING JURISDICTION OVER THE WORK, THE WORK OF THE MOST STRINGENT NATURE CALLED FOR BY THE CONTRACT, CONSTRUCTION NOTES, OR DRAWINGS SHALL BE FURNISHED IN ALL CASES. 7.ALL WORK LISTED, SHOWN, OR IMPLIED ON ANY CONSTRUCTION DOCUMENT SHALL BE SUPPLIED AND INSTALLED BY THE CONTRACTOR, UNLESS SPECIFICALLY NOTED "NOT IN CONTRACT". 8.THE CONTRACTOR SHALL SUBMIT A DETAILED CONSTRUCTION SCHEDULE TO THE OWNER INDICATING PHASING OF WORK FROM START TO FINISH OF THE PROJECT. 9.INSURANCE AND BONDING FOR THE PROJECT SHALL BE AS DIRECTED BY AND TO THE SATISFACTION OF THE OWNER. 10.THE CONTRACTOR SHALL OBTAIN AND PAY FOR ALL LEGALLY REQUIRED APPROVALS AND PERMITS NECESSARY FOR THE EXECUTION AND COMPLETION OF HIS WORK AND SHALL FORWARD COPIES OF EXECUTED PERMITS TO MAD AND TO LANDLORD. 11.ALL MAD DRAWINGS AND ALL CONSTRUCTION NOTES ARE COMPLEMENTARY, AND WHAT IS CALLED FOR BY EITHER WILL BE BINDING AS IF CALLED FOR BY ALL. ANY WORK SHOWN OR REFERRED TO ON ANY ONE SET OF DRAWINGS SHALL BE PROVIDED AS THOUGH SHOWN ON ALL RELATED DRAWINGS. 12.THE CONTRACTOR IS WHOLLY RESPONSIBLE FOR THE COORDINATION AND SCHEDULING OF THE WORK FOR ALL SUBCONTRACTORS, CRAFTSMEN, AND TRADESMEN REQUIRED TO COMPLETE THE JOB. 13.THE CONTRACTOR SHALL NOTIFY MAD IMMEDIATELY IF HE CANNOT COMPLY WITH ALL REQUIREMENTS CALLED FOR ON THESE DRAWINGS. 14.THE CONTRACTOR SHALL NOTIFY MAD IMMEDIATELY OF ANY DISCREPANCIES OR OMISSIONS BETWEEN THE DRAWINGS, THESE NOTES, AND FIELD CONDITIONS, AND REQUEST CLARIFICATION BEFORE COMMENCING ANY WORK. 15.BY ENTERING INTO AN AGREEMENT WITH THE OWNER, THE CONTRACTOR REPRESENTS THAT HE HAS VISITED THE JOB SITE, FAMILIARIZED THEMSELVES WITH EXISTING CONDITIONS, AND NOTED ANY DISCREPANCIES WITH THE REQUIREMENTS OF THE CONTRACT DOCUMENTS. 16.DO NOT SCALE DRAWINGS, DIMENSIONS GOVERN. LARGE SCALE DETAILS GOVERN OVER SMALLER SCALE DETAILS. 17.ALL SYMBOLS AND ABBREVIATIONS USED ON THE DRAWINGS ARE CONSIDERED CONSTRUCTION STANDARDS. IF THE CONTRACTOR HAS QUESTIONS REGARDING THEIR DEFINITION, MAD SHALL BE NOTIFIED FOR CLARIFICATION. 18.CONTRACTOR SHALL CHECK AND VERIFY ALL DIMENSIONS AND CONDITIONS AT JOB SITE RELATING TO THE WORK OF EACH TRADE. NO ALLOWANCE SHALL BE MADE FOR ANY EXTRA EXPENSE OR EXTENSION OF TIME DUE TO CONTRACTOR'S FAILURE OR NEGLIGENCE IN COMPLETELY EXAMINING THE JOB SITE. 19.CONTRACTOR SHALL CONTACT BUILDING MANAGEMENT TO DETERMINE THE BUILDING OWNER'S RULES FOR CONSTRUCTION, DELIVERIES, CONSTRUCTION TASKS TO BE PERFORMED OUTSIDE REGULAR BUSINESS HOURS ONLY, AND ANY OTHER SPECIAL BUILDING REQUIREMENTS WHICH WILL AFFECT THE WORK. IF OVERTIME WORK IS REQUIRED BY ANY TRADE, APPROVAL (INCLUDING COST APPROVAL) MUST BE OBTAINED PRIOR TO THE EXECUTION OF ANY WORK. THE GENERAL INTENT IS THAT ALL WORK EXCEPT FOR NOISE-GENERATING CONSTRUCTION SHALL BE PERFORMED ON REGULAR TIME. 20.THE GENERAL CONTRACTOR, SUBCONTRACTORS, AND ANY OTHER CONTRACTOR INVOLVED IN THIS PROJECT SHALL TAKE NOTE THAT ANY COSTS DUE TO DEFECTIVE AND/OR ILL-TIMED WORK AS A RESULT OF, BUT NOT LIMITED TO, INFERIOR WORKMANSHIP OR MATERIALS AND/OR IMPROPER SCHEDULING OR DELINQUENT ORDERING, SHALL BE BORNE BY THE PARTY RESPONSIBLE. 21.THE GENERAL CONTRACTOR SHALL REMOVE ALL RUBBISH AND WASTE MATERIALS FROM HIS OWN AND HIS SUBCONTRACTORS' WORK, CARPET AND TELECOMS INSTALLATION, ETC., AND PROVIDE FOR ITS REMOVAL FROM THE JOB SITE. 22.THE CONTRACTOR SHALL EXERCISE STRICT DUST CONTAINMENT CONTROL TO PREVENT DIRT OR DUST FROM LEAVING THE JOB SITE. 23.THE CONTRACTOR SHALL PROVIDE PROTECTION DURING SITE WORK, DEMOLITION, AND CONSTRUCTION. THE CONTRACTOR SHALL PROTECT ALL AREAS FROM DAMAGE WHICH MAY OCCUR DURING CONSTRUCTION. ANY DAMAGE TO NEW AND EXISTING CONSTRUCTION, STRUCTURE, OR EQUIPMENT SHALL BE REPAIRED OR REPLACED TO THE SATISFACTION OF THE OWNER, AT THE EXPENSE OF THE CONTRACTOR. 24.THE CONTRACTOR SHALL MAINTAIN A CURRENT AND COMPLETE SET OF CONSTRUCTION DRAWINGS ON SITE DURING ALL CONSTRUCTION PHASES FOR THE USE OF ALL TRADES. THE CONTRACTOR SHALL SEE THAT ALL SUBCONTRACTORS RECEIVE COMPLETE SETS OF CONSTRUCTION DRAWINGS, OR ASSUME FULL RESPONSIBILITY FOR COORDINATION OF WORK WHEN COMPLETE SETS ARE NOT AVAILABLE TO SUBCONTRACTORS. 25.ALL EXISTING MANUFACTURED ITEMS NOT BEING REMOVED SHALL BE REFURBISHED AS REQUIRED, ANY LOOSE ITEMS TIGHTENED (INCLUDING, BUT NOT LIMITED TO, EXIT SIGNS, DOWNLIGHTS, SPEAKERS, MOLDINGS, ETC.), AND ANY MISSING PARTS REPLACED BY THE CONTRACTOR TO ACHIEVE A COMPLETE INSTALLATION WITH A NEW APPEARANCE. 26.ALL REQUIRED EXITS, WAYS OF APPROACH THERETO, AND WAYS OF TRAVEL FROM THE EXIT INTO THE STREET SHALL CONTINUOUSLY BE MAINTAINED FREE FROM ALL OBSTRUCTIONS AND IMPEDIMENTS FOR EGRESS IN CASE OF FIRE OR OTHER EMERGENCY. 27.DURING THE ENTIRE PERIOD OF DEMOLITION AND CONSTRUCTION, ALL EXISTING EXIT SIGNS, EXIT LIGHTING, FIRE PROTECTION DEVICES AND ALARMS SHALL BE CONTINUOUSLY MAINTAINED. 28.THE CONTRACTOR SHALL VERIFY SIZE, LOCATION, ELECTRICAL REQUIREMENTS, AND CHARACTERISTICS OF ALL WORK AND/OR EQUIPMENT SUPPLIED BY THE OWNER OR OTHERS PRIOR TO THE START OF RELATED WORK WITH THE MANUFACTURER OR SUPPLIER. 29.MANUFACTURER'S NAME, TRADEMARK, LOGOS, ETC., SHALL NOT BE VISIBLE TO THE PUBLIC. 30.THE TENANT, WITHOUT INVALIDATING THE CONTRACT, MAY ORDER EXTRA WORK OR MAKE CHANGES BY ALTERING, ADDING TO, OR DEDUCTING FROM THE WORK. THE CONTRACT SUM AND CLAIMS FOR EXTENSION OF TIME SHALL BE ADJUSTED ACCORDINGLY. SUCH WORK SHALL BE OTHERWISE EXECUTED UNDER THE CONDITIONS OF THE ORIGINAL CONTRACT. 31.ALL "EXISTING TO REMAIN", "EXISTING TO BE RELOCATED", AND/OR NEW ITEMS INSTALLED BY THE CONTRACTOR, IN ADDITION TO BEING AMPLY PROTECTED THROUGHOUT THE PERIOD OF CONSTRUCTION, SHALL BE THOROUGHLY CLEANED TO THE SATISFACTION OF MAD PRIOR TO BEING TURNED OVER TO THE OWNER. 32.THE CONTRACTOR AGREES TO PAY ALL TRANSPORTATION CHARGES ON ALL MATERIAL AND EQUIPMENT TO THE POINT OF USE AND SHALL BE RESPONSIBLE FOR ALL UNLOADING, CHECKING, AND STORING OF SAME IN CONNECTION WITH THIS CONTRACT. 33.IF THE CONTRACTOR CLAIMS THAT ANY REVISION TO THE DRAWINGS INVOLVES EXTRA COST UNDER THIS CONTRACT, HE SHALL GIVE WRITTEN NOTICE TO MAD WITHIN A REASONABLE TIME AFTER RECEIPT OF SUCH INSTRUCTIONS AND IN ANY EVENT, BEFORE PROCEEDING TO EXECUTE THE WORK. THE PROCEDURE SHALL THEN BE AS PROVIDED FOR IN THE AGREEMENT UNDER "CHANGES IN THE WORK". NO SUCH CLAIMS SHALL BE VALID UNLESS SO MADE. UNLESS OTHERWISE AGREED, NO PAYMENT ON SUCH BILLS WILL BE MADE UNTIL FINAL SETTLEMENT. 34.ALL CLAIMS FOR ADDITIONAL WORK WILL BE SUBMITTED IN WRITING FOR REVIEW BY MAD AND SHALL INCLUDE A COMPLETE DESCRIPTION OF THE WORK, MATERIALS USED, ROOM NUMBER OF THE AREA OF WORK, AND AUTHORIZATION UNDER WHICH THE WORK IS BEING PERFORMED. TOTAL COST OF THE WORK, INCLUDING THE CONTRACTOR'S MARK-UP, SHALL BE INCLUDED IN THE SUBMITTAL. 35.THE CONTRACTOR SHALL PROVIDE BLOCKING, BACKING, FRAMING HANGERS, OR OTHER SUPPORT FOR ALL FIXTURES, EQUIPMENT, CABINETRY, FURNISHINGS, AND ALL OTHER ITEMS AS REQUIRED. 36.MAXIMUM ROOM OCCUPANT LOAD SIGNS SHALL BE FURNISHED AND INSTALLED AS REQUIRED BY THE LOCAL GOVERNING BUILDING CODE. 37.AT THE TIME OF BID SUBMITTAL, THE CONTRACTOR SHALL ADVISE MAD, IN WRITING, OF ANY SPECIFIED MATERIALS OR EQUIPMENT WHICH ARE EITHER UNAVAILABLE OR WILL CAUSE A DELAY IN THE COMPLETION OF CONSTRUCTION. 38.THE CONTRACTOR SHALL PROVIDE AND INSTALL ROUGH PLUMBING AND FINAL HOOK-UP FOR ALL SPECIFIED FIXTURES AND APPLIANCES AND SHALL SUPPLY ALL SUCH FIXTURES AND APPLIANCES, U.O.N. 39.PRIOR TO INSTALLATION OF CARPET AND WINDOW COVERING, THE CONTRACTOR SHALL MAINTAIN THE SPACE IN BROOM CLEAN CONDITION WHETHER OR NOT SUCH INSTALLATION IS THE CONTRACTOR'S RESPONSIBILITY. 40.THE CONTRACTOR SHALL PROVIDE ALLOWANCE FOR APPLIANCES, U.O.N. 41.THE CONTRACTOR SHALL LEAVE THE BUILDING IN A LOCKABLE CONDITION DURING THE PERIOD OF THIS WORK WHEN THE CONTRACTOR'S WORKMEN ARE NOT PRESENT AT THE JOB SITE. 42.THE CONTRACTOR SHALL DEACTIVATE ALL UTILITY LINES IN CONTRACT AREA PRIOR TO START OF WORK AS NECESSARY, AFTER SECURING OWNER'S PERMISSION. 43.THE CONTRACTOR SHALL PATCH, REPAIR, REPLACE, AND/OR REFINISH EXISTING CONSTRUCTION AS NECESSARY TO REFURBISH THE AREA OF WORK. 44.ANY AND ALL PROPOSED REVISIONS SHALL BE SUBMITTED IN THE FORM OF A WRITTEN CHANGE ORDER TO BE APPROVED AND AUTHORIZED BY MAD AND THE OWNER PRIOR TO START OF PROPOSED WORK. 45.THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ALL LIFE SAFETY EQUIPMENT AS REQUIRED BY STATE AND LOCAL BUILDING CODES. 46.CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING THE WORK OF THE FIRE SPRINKLER CONTRACTOR, WHO SHALL DESIGN AND PROVIDE CERTIFIED SPRINKLER DRAWINGS FOR MAD'S APPROVAL. 47.THE CONTRACTOR SHALL HOLD HARMLESS THE TENANT, BUILDING OWNER, MAD, AND THEIR REPRESENTATIVES OF ANY LEGAL ACTION ARISING AS A RESULT OF THE CONTRACTOR'S WORK. 48.DAMAGE TO WORK SHALL BE REPAIRED BY THE TRADE WHOSE WORK IS DAMAGED AND CHARGED TO THE PARTY RESPONSIBLE FOR THE DAMAGE. 49.THE GENERAL CONTRACTOR SHALL PROVIDE ALL FLOOR CUTOUTS AND PATCHING REQUIRED FOR INSTALLATION OF ALL WORK. 50.CONTRACTOR TO INFORM MAD WHEN CHALKLINE LAYOUT OF PARTITIONS IS COMPLETED SO THAT IT CAN BE VERIFIED AND ANY REQUIRED CHANGES MADE PRIOR TO CONSTRUCTION. 51.ALL PLUMBING FIXTURES SHALL BE SUPPLIED AND INSTALLED BY PLUMBING CONTRACTOR. GENERAL CONTRACTOR SHALL COORDINATE SUPPLY OF ALL NECESSARY INFORMATION ON REQUIRED CUTOUTS TO MILLWORK CONTRACTOR. 52.ALL MATERIALS AND WORKMANSHIP SHALL BE GUARANTEED FOR A PERIOD OF ONE YEAR FROM THE ACCEPTANCE OF THE PROJECT BY THE OWNER, UNLESS STATED OTHERWISE. 53.CONTRACTOR SHALL PROVIDE SUBMITALS AS ELECTRONIC FILE (PDF PREFERRED, OR U.O.N.) TO MAD FOR DESIGN APPROVAL AFTER HE HAS REVIEWED THEM FOR CONSTRUCTIBILITY, COORDINATION BETWEEN TRADES, AND CONFORMANCE WITH THE CONTRACT DOCUMENTS. 54.THE CONTRACTOR SHALL SUBMIT (3) SAMPLES OF FINISH MATERIALS, FIXTURES AND EQUIPMENT TO MAD FOR APPROVAL PRIOR TO INSTALLATION. THE CONTRACTOR SHALL BE WHOLLY LIABLE IF HE FAILS TO DO SO, WHETHER MATERIALS ARE SPECIFIED CORRECTLY OR INCORRECTLY IN THE CONTRACT DOCUMENTS. 55.PROVIDE LIST OF ALL SUBMITTALS WITH SCHEDULE FOR TIMELY REVIEW OR RE-SELECTION IF REQUIRED. A MINIMUM OF ONE (1) WEEK TIME FRAME FOR REVIEW OF ANY SUBMITTAL IS REQUIRED, UNLESS ARRANGEMENTS FOR EXPEDITED REVIEW WITH MAD IS ACCEPTED. 56.GC SHALL SUBMIT THE LIGHTING PACKAGE TO MAD FOR REVIEW WITHIN THE FIRST TWO WEEKS AFTER CONTRACT HAS BEEN AWARDED TO ENSURE SUFFICIENT TIME FOR REVIEW. A MINIMUM OF ONE (1) WEEK TIME FRAME FOR REVIEW OF LIGHTING PACKAGE SUBMITTAL IS REQUIRED, UNLESS ARRANGEMENTS FOR EXPEDITED REVIEW WITH MAD IS ACCEPTED. 57.BEFORE ACCEPTANCE BY THE OWNER, THE COMPLETED CONSTRUCTION SHALL BE CLEANED, LABELS REMOVED, AND ALL OTHER TOUCH UP COMPLETED. 58.CONTRACT CLOSE-OUT SHALL OCCUR ONLY AFTER MAD HAS PREPARED THE CERTIFICATE OF SUBSTANTIAL COMPLETION AND PUNCH LIST, AND PUNCH LIST ITEMS HAVE BEEN CORRECTED. THE CONTRACTOR SHALL SUBMIT MAINTENANCE AND WARRANTY MANUALS, RELEASE OF LIENS, AND RECORD DRAWINGS TO MAD WITH HIS FINAL APPLICATION FOR PAYMENT. MAD SHALL PREPARE ANY NECESSARY CHANGE ORDERS REQUIRED TO FINALIZE THE COST OF THE PROJECT BASED ON THE CONTRACTOR'S FINAL SUBMITTALS. GENERAL PARTITION NOTES 1.THE CONTRACTOR SHALL FURNISH AND INSTALL ALL PARTITIONS INDICATED ON THE DRAWINGS. 2.VERIFY ALIGNMENTS IN FIELD. NOTIFY MAD IMMEDIATELY IF MISALIGNMENT OF EXISTING ELEMENTS SHOULD OCCUR. 3.THE CONTRACTOR SHALL USE CORNER BEADS AT ALL EXPOSED CORNERS AND EXPOSED ENDS IN PLASTER AND DRYWALL PARTITIONS. 4.ALL PARTITIONS SHALL BE ANCHORED PER MANUFACTURERS' SPECIFICATIONS AND AS REQUIRED BY APPLICABLE BUILDING CODES. 5.BRING TO THE ATTENTION OF MAD ANY FIELD CONDITIONS THAT DO NOT ALLOW CONSTRUCTION OR INSTALLATION AS DRAWN. 6.NOTE ANY BASE BUILDING DEFICIENCIES BEFORE THE START OF CONSTRUCTION TO MAD. 7.MAD SHALL HAVE THE RIGHT TO REVIEW AND APPROVE CHALK LINES PRIOR TO INSTALLATION OF TRACKS. MAD SHALL BE NOTIFIED OF ANY DEVIATION FROM DIMENSIONS OR CLEARANCES INDICATED ON PLANS REQUIRED DUE TO FIELD CONDITION. 8.THE CONTRACTOR SHALL SUPPLY ALL RETURN AIR OPENINGS IN SLAB TO SLAB PARTITIONS ABOVE CEILINGS AS REQUIRED BY ENGINEERING DRAWINGS. ALL OPENINGS IN DEMISING AND SOUND-ATTENUATED PARTITIONS SHALL HAVE SOUND BOOTS AND ALL OPENINGS IN FIRE-RATED PARTITIONS SHALL HAVE FIRE DAMPERS AS REQUIRED BY LOCAL BUILDING CODES. CONTRACTOR SHALL COORDINATE WITH ENGINEERING DRAWINGS AND INFORM MAD OF DISCREPANCIES PRIOR TO BIDDING. 9.THE CONTRACTOR SHALL PROVIDE SUFFICIENT FRAMING IN PARTITIONS TO ACCOMMODATE ALL DUCT WORK. RETURN AIR OPENINGS AND GRILLS ABOVE AND BELOW CEILINGS SHALL BE COORDINATED WITH MECHANICAL ENGINEERING DRAWINGS AND MECHANICAL CONTRACTOR'S SHOP DRAWINGS. ALL OPENINGS SHALL BE PROPERLY SEALED FOR SOUNDPROOFING AND AGAINST VIBRATION. 10.THE CONTRACTOR SHALL PROVIDE AND INSTALL ACCESS PANELS AS REQUIRED FOR MECHANICAL, ELECTRICAL, AND PLUMBING INSTALLATIONS PER APPLICABLE BUILDING CODES. CONTRACTOR SHALL COORDINATE TYPE AND LOCATION OF ACCESS PANELS WITH MAD PRIOR TO INSTALLATION. 11.THE GENERAL CONTRACTOR SHALL COORDINATE ALL PLUMBING ROUGH-INS, FIXTURES AND ACCESSORIES INDICATED IN THE DRAWINGS. 12.THE GENERAL CONTRACTOR SHALL COORDINATE ALL VALVES AS INDICATED IN THE DRAWINGS AND/OR AS REQUIRED FOR THE PROPER CONTROL OF THE PIPING AND APPARATUS INSTALLED AS PART OF THIS PROJECT SO THAT ANY FIXTURE, LINE OR APPARATUS MAY BE CUT OFF AND REPAIRED WITHOUT INTERFERENCE OR INTERRUPTION OF SERVICE TO THE REMAINDER OF THE BUILDING. 13.ALL PIPING SHALL BE TESTED AND INSPECTED AS REQUIRED BY THE AUTHORITIES HAVING JURISDICTION, BEFORE CLOSING OR CONCEALING IN PARTITIONS. 14.GENERAL CONTRACTOR SHALL COORDINATE WITH MILLWORK CONTRACTOR/FURNITURE MANUFACTURER FOR EXACT STUD LOCATIONS AND HEIGHTS OF MILLWORK AND FURNITURE BACKING PRIOR TO INSTALLATION OF GYPSUM BOARD. 15.IF OUTLETS ARE INSTALLED DIRECTLY INTO CORE WALLS, SEAL/INSULATE AS REQUIRED PER CODES TO MAINTAIN THE INTEGRITY OF WALL RATING. REFER TO POWER AND SIGNAL PLAN FOR LOCATIONS. 16.PATCH/REPAIR ALL EXISTING TO REMAIN PARTITIONS, TO RECEIVE A NEW FINISH. 17.INSTALL FIRE DAMPERS IN ALL DUCTS PENETRATING RATED CORRIDOR WALLS AND/OR CEILINGS. DAMPERS ARE TO COMPLY WITH LOCAL MUNICIPAL CODES. 18.IN SOUND RATED ROOMS, ALL WALL AND FLOOR PENETRATIONS FOR PIPES, DUCTS AND OUTLETS SHALL BE SEALED WITH AN ACOUSTICAL SEALANT AND CONCEALED OR RECESSED FIXTURES SHALL BE COVERED OR BACKED WITH A SOUND ATTENUATION BLANKET. 19.PROVIDE WATER RESISTANT GYPSUM BOARD IN ALL TOILETS AND SHOWER ROOMS. 20.INSTALL COMBINATION FIRE/SMOKE DAMPERS AT ALL DUCTS PENETRATING RATED CORRIDOR WALL(S) AND/OR CEILING(S). DAMPERS SHALL COMPLY WITH CBC CHAPTER 7. 21.THE GENERAL CONTRACTOR SHALL VERIFY THE MANUFACTURER OF ALL EXISTING INTERIOR BUILDING ELEMENTS BUT NOT LIMITED TO DOOR FRAMES, DOORS, DOOR HARDWARE, FIRE EXTINGUISHER CABINETS, MILLWORK FINISHES, AND MILLWORK HARDWARE. 22.WHEN NEW INTERIOR BUILDING ELEMENTS ARE TO MATCH EXISTING THE GENERAL CONTRACTOR SHALL SUBMIT SAMPLES OF PROPOSED NEW AND EXISTING ELEMENTS FOR REVIEW AND APPROVAL PRIOR TO COMMENCEMENT OF INSTALLATION OF SUCH ELEMENTS. 23.GYPSUM BOARD NOTES: a.ALL GYPSUM BOARD SHEETS TO RUN VERTICALLY. b.TAPE OUTER JOINTS OF GYPSUM BOARD ONLY. c.NO JOINTS EXCEPT AT STUDS. d.DRYWALL SCREW EDGE AND FIELD SPACING PER GYPSUM BOARD MANUFACTURERS' RECOMMENDATIONS. e.ALL SCREWS SHALL ENGAGE STUDS, MINIMUM CSTC 40-44. f.FIBERGLASS BATT INSULATION SHALL BE OWENS/CORNING FIBERGLASS NOISE BARRIER BATTS, OCF FRICTION FIT OR APPROVED EQUAL. FIBERGLASS THICKNESS TO EQUAL STUD DEPTH. g.STAGGER JOINTS OF GYPSUM BOARD WHERE MULTIPLE LAYERS OCCUR. h.DO NOT GLUE MULTIPLE LAYERS OF GYPSUM BOARD TOGETHER. i.NO MECHANICAL TIES BETWEEN OPPOSITE SIDES OF PARTITION. j.ALL GYPSUM BOARD SHALL BE 5/8" TYPE "X" UNLESS OTHERWISE NOTED ON PLANS. k.TAPE, BED, AND SAND SMOOTH ALL CORNERS AND JOINTS TO RECEIVE WALL FINISH. GENERAL POWER & DATA NOTES 1.THE CONTRACTOR SHALL FURNISH AND INSTALL ALL LIGHT FIXTURES AND ELECTRICAL WORK AS SHOWN OR IMPLIED IN DRAWINGS AND NOTES. 2.ALL LIGHT SWITCHES SHALL BE CIRCUITED AND INSTALLED TO COMPLY WITH APPLICABLE LOCAL CODES AND STATE ENERGY REQUIREMENT. 3.THE MECHANICAL AND ELECTRICAL DRAWINGS ARE SUPPLEMENTARY TO THE ARCHITECTURAL DRAWINGS. IT IS THE CONTRACTOR'S RESPONSIBILITY TO CHECK DRAWINGS FOR COORDINATION PRIOR TO BIDDING AND AGAIN PRIOR TO INSTALLATION OF MECHANICAL AND ELECTRICAL WORK. ANY DISCREPANCY BETWEEN THE DRAWINGS SHALL BE BROUGHT TO THE ATTENTION OF MAD FOR CLARIFICATION. WORK INSTALLED IN CONFLICT WITH MAD'S DRAWINGS SHALL BE CORRECTED BY THE CONTRACTOR AT THE CONTRACTOR'S EXPENSE AND SHALL NOT IMPACT THE SCHEDULE. 4.REFER TO ENGINEERING DRAWINGS FOR CIRCUITING AND EXACT SPECIFICATIONS. MECHANICAL AND ELECTRICAL ENGINEERS' DRAWINGS ARE NOT INTENDED TO INDICATE EXACT LOCATIONS OF FIXTURES OR EQUIPMENT. REFER TO MAD'S DRAWINGS FOR LOCATIONS OF FIXTURES, OUTLETS AND EQUIPMENT. 5.VERIFY COMMUNICATIONS REQUIREMENTS AND RACKS, RISERS, CIRCUITING, ETC. WITH APPROPRIATE CONSULTANT DRAWINGS. PROVIDE BACK BOX WITH BLANK COVER PLATE AND CONDUIT STUB-UP TO CEILING FOR CARD READERS. VERIFY SIZE AND LOCATION OF BACK BOX AND CONDUIT. 6.GENERAL CONTRACTOR TO COORDINATE ALL NEW SECURITY SYSTEM WORK WITH TENANT'S SECURITY VENDER & ELECTRICAL ENGINEER DRAWINGS. CONTRACTOR TO PROVIDE ALL CONDUITS AND POWER AS REQUIRED. CONTRACTOR TO ALSO VERIFY LOCATION OF SECURITY MONITORING SYSTEM PRIOR TO INSTALLATION. NOTIFY MAD OF ANY CONFLICTS BETWEEN DRAWINGS PRIOR TO ORDERING OR INSTALLING MATERIALS. 7.REFER TO MAD'S DRAWINGS FOR EXACT SPECIFICATIONS AND LOCATIONS OF FIXTURES, OUTLETS AND EQUIPMENT. 8.REFER TO ELECTRICAL ENGINEER DRAWINGS FOR ADDITIONAL EQUIPMENT/DEVICE REQUIREMENTS. 9.THE GC SHALL BE RESPONSIBLE FOR VERIFYING THE EQUIPMENT'S ENVIRONMENTAL & ELECTRICAL REQUIREMENTS. 10.CONTRACTOR SHALL VERIFY QUANTITY AND LOCATION OF EXISTING OUTLETS SHOWN TO REMAIN. ADVISE MAD OF ANY CONFLICTS PRIOR TO CONSTRUCTION. 11.THE CONTRACTOR SHALL COORDINATE HIS WORK WITH MANUFACTURERS' SPECIFICATIONS AND REQUIREMENTS. 12.THE WORK SHALL BE INSTALLED IN STRICT ACCORDANCE WITH THE REQUIREMENTS OF THE NATIONAL BOARD OF FIRE UNDERWRITERS, PUBLIC UTILITIES COMPANY, OWNER'S AND LANDLORD'S COMMUNICATIONS COMPANY, AND ALL OTHER AUTHORITIES HAVING JURISDICTION. 13.ALL NEW MATERIALS REQUIRED SHALL CONFORM TO THE STANDARDS OF UNDERWRITERS' LABORATORIES, INC. IN EVERY CASE WHERE SUCH A STANDARD HAS BEEN ESTABLISHED, U.O.N. 14.GENERAL CONTRACTOR TO COORDINATE SECURING OF PERMITS FOR LOW VOLTAGE WIRING. 15.GENERAL CONTRACTOR TO COORDINATE SECURING OF PERMITS FOR FIRE/LIFE SAFETY DEVICES. 16.THE CONTRACTOR SHALL FURNISH, INSTALL, AND COORDINATE ANY ELECTRICAL AND/OR LIGHTING ITEMS WITH CABINET WORK AS REQUIRED, U.O.N. 17.THE CONTRACTOR SHALL COORDINATE ANY COMMUNICATIONS/DATA & AV REQUIREMENTS WITH THE OWNER'S IT/AV CONTRACTOR AS REQUIRED. 18.THE CONTRACTOR SHALL PROVIDE ALL TEMPORARY ELECTRICAL SERVICE AND LIGHTING FOR ALL TRADES AS REQUIRED. 19.PROVIDE COMMUNICATIONS/DATA/AV OUTLETS AND ALL NECESSARY CONDUIT RUNS AS SHOWN ON POWER AND DATA PLANS. 20.PROVIDE SLEEVES IN RATED PARTITIONS ABOVE CEILING FOR COMMUNICATIONS/DATA. VERIFY THE SIZE OF REQUIRED CONDUITS WITH COMMUNICATIONS/DATA CONTRACTOR AND TENANT PRIOR TO START OF WORK. 21.ALL POWER, COMMUNICATIONS/DATA, AND AV CONDUIT SHALL BE CONCEALED IN PARTITIONS AND/OR CEILINGS. 22.PROVIDE METER, METER LOOP, AND SERVICE IN ACCORDANCE WITH LOCAL AND ELECTRICAL RUNS AS THEY OCCUR. 23.PROVIDE POWER DISTRIBUTION TO ALL LIGHTING AND EQUIPMENT. 24.PROVIDE SERVICE AND CONNECTIONS FOR HVAC EQUIPMENT AND CONTROLS. 25.PROVIDE ALL PANELS, CUTTERS AND DISCONNECTS. 26.PROVIDE PANEL COMPLETE WITH TYPEWRITTEN DIRECTORY AND SPLIT BARS FOR TIME-CONTROLLED CIRCUITS. 27.COORDINATE CONTROL WIRING WITH HVAC CONTRACTOR. 28.PROVIDE SERVICE, OUTLETS, OR CONNECTION AS REQUIRED FOR FIXTURES AND/OR EQUIPMENT FURNISHED AND INSTALLED BY OTHERS. 29.ALL NEW COMMUNICATIONS AND/OR DATA CONDUIT SHALL BE 3/4"Ø STUB UP 10" ABOVE PARTITION WITH 90 DEGREE SWEEP TO PLENUM SPACE. PROVIDE PLASTIC BUSHING AT STUB UP CONDUIT. 30.ALL NEW AV CONDUIT SHALL BE 1-1/4"Ø (U.O.N.) STUB UP 10" ABOVE PARTITION WITH 90 DEGREE SWEEP TO PLENUM SPACE. PROVIDE PLASTIC BUSHING AT STUB UP CONDUIT. 28.ALL VOICE AND DATA WIRING SHALL BE PLENUM RATED. CONTRACTOR SHALL PROVIDE WALL BOX AND CONDUIT FROM BOX TO CEILING PLENUM. CONDUIT SHALL HAVE PULL STRINGS. COORDINATE WITH TENANTS VOICE/DATA CONSULTANT. 29.THE MINIMUM SIZE JUNCTION BOX FOR ALL WALL MOUNTED OUTLETS SHALL BE 4S, DEEP. THIS SHALL INCLUDE, BUT NOT BE LIMITED TO ELECTRICAL, PHONE/DATA, AUDIO/VISUAL AND SECURITY. REFER TO ELECTRICAL ENGINEER'S DRAWINGS. 30.JUNCTION BOXES AT ALL ACOUSTICAL PARTITION SHALL RECEIVE 'LOWRY' OR APPROVED EQUAL, BOX PADS (MIN. 1/8" THICK, PERMANENTLY RESILIENT MATERIAL) ALL HOLES IN JUNCTION BOXES SHALL BE COMPLETELY COVERED WITH PADS, MOLDED AND PRESSED ONTO THE BACK AND SIDES OF BOX. 31.PROVIDE EXTENSION RING AT FIRE ALARM BOXES & WALL OUTLETS ALONG CORE WALLS WHEREVER FURRED PARTITIONS & FABRIC-WRAPPED/TACKABLE WALL SURFACES OCCUR. REFER TO ELEVATIONS & FINISH PLAN(S) FOR LOCATIONS OF THESE CONDITIONS. 32.THE GC SHALL SUBMIT, FOR DESIGNER'S APPROVAL, SAMPLES OF ALL SWITCHES, ELEC, COMMUNICATIONS & DATA OUTLETS & ANY OTHER ELECTRICAL DEVICES THAT ARE TO BE SURFACE-MOUNTED ON THE PROJECT (INCLUDING SUBCONTRACTOR DEVICES) PRIOR TO INSTALLATION. 33.THE GC SHALL SUBMIT TO MAD FOR APPROVAL, PLANS INDICATING LOCATIONS OF SURFACE-MOUNTED FIRE/LIFE SAFETY DEVICES, INCLUDING STROBE LIGHTS, PRIOR TO INSTALLATION. GENERAL DEMOLITION NOTES 1.THE GENERAL CONTRACTOR SHALL FURNISH ALL LABOR AND MATERIAL AS REQUIRED TO COMPLETE DEMOLITION AND REMOVAL OF ALL ITEMS AS INDICATED ON PLANS OR AS OTHERWISE DIRECTED BY OWNER/TENANT. 2.THE GENERAL CONTRACTOR SHALL EXECUTE ALL WORK WITHIN THE REGULATIONS OF THE BUILDING FOR DEMOLITION AND REMOVAL OF DEBRIS, INCLUDING OVERTIME WORK REQUIRED. 3.PRIOR TO FINAL BID SUBMITTAL, THE GENERAL CONTRACTOR SHALL VERIFY IF ANY EXISTING PIPING, HVAC OR ANY OTHER BUILDING SYSTEM COMPONENTS NEED TO BE RELOCATED IN ORDER TO ACCOMMODATE THE PROPOSED DESIGN. IF SO, SUCH MODIFICATIONS ARE TO BE IDENTIFIED IN THE BID AND PRESENTED TO THE CLIENT/DESIGNER TO ACCEPT OR REJECT. CHANGE ORDERS FOR THESE KINDS OF MODIFICATIONS WILL NOT BE ACCEPTED DURING CONSTRUCTION. 4.PRIOR TO FINAL BID SUBMITTAL, THE GENERAL CONTRACTOR SHALL VERIFY IF THE EXISTING CEILING SYSTEM NEEDS TO BE UPGRADED TO COMPLY WITH LOCAL BUILDING AND SEISMIC CODES. IF SO, THIS SHALL BE INCLUDED IN THE BID/BASE SCOPE OF WORK. CHANGE ORDERS FOR THIS MODIFICATION WILL NOT BE ACCEPTED DURING CONSTRUCTION. 5.ALL DEMOLITION AND CONSTRUCTION SHALL BE PERFORMED DURING HOURS DETERMINED BY LANDLORD. (MAY REQUIRE WORK BE PERFORMED AFTER HOURS AND DURING WEEKEND). THE GENERAL CONTRACTOR SHALL PREPARE SCHEDULE OF PHASES AND TIME OF PERFORMANCE FOR OWNER/TENANT AND CLIENT'S REVIEW AT BID SUBMITTAL. 6.GENERAL CONTRACTOR SHALL CONTACT LANDLORD IN ADVANCE TO ARRANGE WHERE STOCK CAN BE MOVED/STORED. 7.THE GENERAL CONTRACTOR SHALL AT ALL TIMES PROTECT THE PROPERTY OF THE BUILDING OWNER, INCLUDING BUT NOT LIMITED TO, WINDOWS, MULLIONS, ELECTRICAL AND AIR CONDITIONING EQUIPMENT, CONVECTOR ENCLOSURES, ETC. COLUMNS, FLOORS AND CEILING TILES, PUBLIC TOILETS, ELEVATORS, DOORS, BUCKS. 8.THE GENERAL CONTRACTOR SHALL DO ALL CUTTING, FITTING AND PATCHING WORK THAT MAY BE REQUIRED TO MAKE ALL PARTS COME TOGETHER PROPERLY, AND FIT TO RECEIVE OR BE RECEIVED BY WORK OF OTHER CONTRACTORS SHOWN UPON OR REASONABLY IMPLIED BY THE DRAWINGS AND NOTES. 9.CONTRACTOR SHALL PROVIDE ALL SUPPORTS AND SEISMIC BRACING REQUIRED FOR EXISTING BUILDING ELEMENTS THAT ARE TO REMAIN (DUCTS, PIPES, ACOUSTICAL CEILING HANGER WIRES, LIGHT FIXTURES, CONDUITS, SPRINKLER LINES, ETC.). 10.ALL WORK DEMOLISHED SHALL BE REMOVED FROM THE PREMISES EXCEPT ITEMS TO BE RE-USED OR RETURNED TO TENANT OR AS OTHERWISE NOTED. 11.THE GENERAL CONTRACTOR SHALL REMOVE FROM PREMISES CONDUITS LEFT AFTER WALL DEMOLITION, INCLUDING SWITCH BOXES, PLATES, BRIDGES, OR ANY OTHER TELEPHONE OR ELECTRICAL WIRING AND EQUIPMENT. U.O.N. 12.THE GENERAL CONTRACTOR SHALL FURNISH A SYSTEM OF TEMPORARY LIGHTS THROUGHOUT THE SPACE UNDER CONSTRUCTION AS REQUIRED. 13.THE GENERAL CONTRACTOR SHALL CAP AND FLUSH OFF BEHIND FINISH SURFACES ALL PROJECTING PLUMBING, FLOOR ELECTRICAL/TELEPHONE OUTLETS, AND ALL OTHER PROJECTING ITEMS WHICH ARE BEING ABANDONED. 14.TERMINATE AND PATCH ALL ABANDONED/UNUSED ELECTRICAL, DATA/TELEPHONE OUTLETS, THERMOSTATS AND LIGHT SWITCHES AS NOTED ON PLANS. 15.PIPES AND CONDUIT ENCOUNTERED IN DEMOLISHED PARTITIONS AND AREAS WHICH ARE TO REMAIN IN USE SHALL BE RE-ROUTED AND CONCEALED. THOSE WHICH ARE TO BE ABANDONED SHALL BE CAPPED AND CONCEALED IN FLOOR, WALL OR CEILING. 16.UPON COMPLETION OF THE DEMOLITION WORK, THE GENERAL CONTRACTOR SHALL PROVIDE THAT ALL AREAS BE LEFT BROOM CLEAN. Sheet Title: ISSUE DATE ISSUE FOR PLANCHECK 12.22.2025 All drawings and written material appearing herein constitute the original and unpublished work of MAD Studio and the same may not be duplicated, used or disclosed without the written consent of MAD Studio. Sheet No.: ISSUE DESCRIPTION ENGINEER/CONSULTANT ARCHITECT/ENGINEER STAMP 30 5 W 4 T H S T R E E T , S A N T A A N A , C A 9 2 7 0 1 CA F E OA S I S CLIENT www.madstudiola.com CITY STAMP Project Director: Project Designer: Project Tech: Project No:25030.300E.M. E.M. S.P. ISSUED FOR MEP 01.13.2026 ISSUED FOR PLAN CHECK COMMENTS- PLANNING DEPT.01.22.2026 ISSUED FOR PRICING 02.17.2026 ISSUED FOR PLAN CHECK COMMENTS - PLANNING DEPT.02.20.2026 ISSUED FOR COUNTY REVIEW 03.24.2026 ISSUED FOR ADDENDUM A 03.27.2026 ISSUED FOR BUILDING DEPT REVIEW 04.08.2026 ISSUED FOR BUILDING DEPT REVIEW - RESUBMITTAL 05.05.2026 ISSUED FOR BUILDING DEPT CORRECTIONS 05.20.2026 ID0.1 GENERAL NOTES GENERAL REFLECTED CEILING PLAN NOTES 1.THE CONTRACTOR SHALL FURNISH AND INSTALL ALL LIGHT FIXTURES AND ELECTRICAL WORK AS SHOWN OR IMPLIED IN DRAWINGS AND NOTES. 2.THE MECHANICAL AND ELECTRICAL DRAWINGS ARE SUPPLEMENTARY TO THE ARCHITECTURAL DRAWINGS. IT IS THE CONTRACTOR'S RESPONSIBILITY TO CHECK DRAWINGS FOR COORDINATION PRIOR TO BIDDING AND AGAIN PRIOR TO INSTALLATION OF MECHANICAL AND ELECTRICAL WORK. ANY DISCREPANCY BETWEEN THE DRAWINGS SHALL BE BROUGHT TO THE ATTENTION OF MAD FOR CLARIFICATION. WORK INSTALLED IN CONFLICT WITH MAD'S DRAWINGS SHALL BE CORRECTED BY THE CONTRACTOR AT THE CONTRACTOR'S EXPENSE AND SHALL NOT IMPACT THE SCHEDULE. 3.CEILING HEIGHTS AND DETAILING SHALL BE AS INDICATED IN DRAWINGS. ANY DEVIATION FROM HEIGHT OR DETAILING INDICATED SHALL BE SUBMITTED TO MAD FOR REVIEW PRIOR TO BIDDING. 4.REFER TO PLAN FOR ALL CEILING HEIGHTS. GENERAL CONTRACTOR SHALL VERIFY CLEARANCES BETWEEN DUCTWORK, LIGHT FIXTURES, AND OTHER OBSTRUCTIONS IN THE CEILING PLENUM TO ASSURE THE FINISH CEILING HEIGHT. 5.FOR DETAILS AND SPECIFICATIONS OF LIGHTING FIXTURES, SWITCHES, PANEL BOXES, DIMMER CONTROLS, CIRCUITING, AIR CIRCUITING, AIR CONDITIONING, DUCTWORK AIR SUPPLY DIFFUSERS, AIR RETURN GRILLES, JUMP DUCT, THERMOSTATS, SMOKE DETECTORS, ETC., SEE ELECTRICAL AND MECHANICAL DRAWINGS. 6.THE CEILING WORK SHALL BE CLOSELY COORDINATED WITH THAT OF OTHER TRADES WHEREVER IT IS CONTIGUOUS. 7.GENERAL CONTRACTOR SHALL ENSURE COMPLIANCE WITH CURRENT TITLE 24. 8.GENERAL CONTRACTOR TO RE-CIRCUIT/RE-SWITCH ALL LIGHTING AS REQUIRED TO COMPLY WITH NEW DESIGN AND LOCAL CODES. SWITCHING OF ALL OFFICES/ENCLOSED ROOMS SHALL COMPLY WITH TITLE 24 REQUIREMENTS. 9.GENERAL CONTRACTOR SHALL VERIFY ALL EXISTING FIELD CONDITIONS AND DIMENSIONS AND NOTIFY MAD OF ANY DISCREPANCIES ADVERSELY AFFECTING THE LIGHTING DESIGN AND/OR INSTALLATION (INCLUDING CONFLICTS WITH STRUCTURE, MECHANICAL EQUIPMENT, DUCTWORK, ETC.) PRIOR TO PROCEEDING WITH THE WORK. 10.FASCIAS OR ANY OTHER TRANSITION IN CEILING HEIGHT CREATED BY THE INSTALLATION AND/OR ALTERATION OF HVAC DUCTS, PIPING, OR OTHER EQUIPMENT SHALL BE CONSTRUCTED OF GYPSUM BOARD ON METAL FRAMING. 11.ALL JOINTS IN THE CEILING TILE FIELD SHALL BE SQUARE, LEVEL, AND PERFECTLY ALIGNED WITH EACH OTHER AND WITH RECESSED LIGHT FIXTURES. 12.THE GENERAL CONTRACTOR SHALL PROVIDE CUTOUTS AND OTHER SPECIAL PROVISIONS IN ACOUSTICAL CEILING TILE AS REQUIRED FOR LIGHT FIXTURES, REGISTERS, DIFFUSERS AND OTHER INSERTED ITEMS. 13.THE GENERAL CONTRACTOR SHALL REPAIR AND/OR REPLACE ANY DAMAGED CEILING TILES WHICH ARE REMOVED TO FACILITATE PLENUM SYSTEMS INSTALLATIONS. 14.PRIOR TO CLOSING CEILINGS, PLENUM SYSTEMS (HVAC, PLUMBING, ELECTRICAL, ETC.) SHALL BE INSPECTED AND TESTED AS REQUIRED BY CONTRACTOR'S ENGINEER AND BY AUTHORITIES HAVING JURISDICTION TO ENSURE PROPER INSTALLATION AND FUNCTION. 15.THE GENERAL CONTRACTOR SHALL NOT BE REQUIRED TO OPEN ANY CEILINGS FOR TELEPHONE, SECURITY, OR COMPUTER DATA SYSTEMS INSTALLATION, REPAIR, OR RECONFIGURATION AFTER CEILINGS ARE CLOSED. IF SUCH WORK IS REQUIRED, THE EXPENSE TO REOPEN CEILINGS SHALL BE BORNE BY THE PARTY RESPONSIBLE. 16.THE GENERAL CONTRACTOR SHALL FURNISH AND INSTALL NEW LIGHT FIXTURES (COMPLETE WITH LAMPS) OF TYPES AND MANUFACTURERS SPECIFIED. 17.WHEN NOTED ON THE DRAWINGS TO REMOVE & RELOCATE EXISTING LIGHT FIXTURES, THEY SHALL BE REFURBISHED, CLEANED, AND RELAMPED AS REQUIRED. 18.THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR FIELD SUPERVISION OF ALL MECHANICAL WORK DURING INSTALLATION AND SHALL INSPECT ALL SYSTEMS FOR OPERATION AND CODE COMPLIANCE AT COMPLETION OF THE JOB. 19.LOCATE NEW DIFFUSERS TO ALIGN WITH NEW FIXTURE PATTERNS. COORDINATE DIFFUSER INSTALLATION TO AVOID CONFLICT WITH WORK OF OTHER TRADES IN PLENUM. 20.WHEN NOTED FOR EXISTING DIFFUSERS TO BE REMOVED & RELOCATED, THEY SHALL BE CLEANED AND REFURBISHED AS REQUIRED. COORDINATE DIFFUSER INSTALLATION TO AVOID CONFLICT WITH WORK OF OTHER TRADES IN PLENUM. 21.LOCATE HVAC GRILLES TO MINIMIZE SOUND TRAVEL FROM AREA TO AREA. NOTIFY MAD OF ANY ANTICIPATED ACOUSTICAL PROBLEMS BEFORE START OF WORK. 22.ALLOWANCE SHALL BE MADE FOR LATERAL MOVEMENT OF THE SYSTEM. MAIN RUNNERS AND CROSS RUNNERS SHALL BE ATTACHED AT TWO ADJACENT WALLS WITH CLEARANCE BETWEEN THE WALL AND THE RUNNERS MAINTAINED AT THE OTHER TWO WALLS. REFER TO DETAILS ON SHEET ID5.2. 23.INSTALL SUPPORT WIRES AND CROSS RUNNERS TO AVOID CONTACT WITH HVAC EQUIPMENT AND DUCTWORK. 24.THE GENERAL CONTRACTOR SHALL COORDINATE FIRE/LIFE SAFETY PERMITS WITH THE BUILDING'S FIRE/LIFE SAFETY CONTRACTOR AND NOTIFY THE DESIGNER OF ANY DISCREPANCIES BETWEEN THE FIRE/LIFE SAFETY SYSTEM REQUIREMENTS AND THE PLANS. 25.FIRE SPRINKLERS - PROVIDE COMPLETE SYSTEM INCLUDING, BUT NOT LIMITED TO, PIPING, VALVES, SPRINKLER DROPS, AND SPRINKLER HEADS. USE REFLECTED CEILING PLANS FOR LAYOUT GUIDELINES. ALL SPRINKLER HEADS SHALL BE FULLY RECESSED (FLUSH TO CEILING). 26.RE-WORK, RELOCATE, RETROFIT AND/OR INSTALL NEW FIRE/LIFE SAFETY ANNUNCIATION DEVICES AS REQUIRED TO COMPLY WITH LOCAL GOVERNING CODES. 27.EXTEND OR MODIFY EXISTING AUTOMATIC FIRE EXTINGUISHING SYSTEM AS NEEDED, TO BE APPROVED BY BUILDING AND SAFETY MECHANICAL PLAN CHECK PRIOR TO INSTALLATION. 28.FURNISH AND INSTALL SMOKE DETECTORS PER ELECTRICAL ENGINEER'S DRAWINGS. LOCATION AND QUANTITY OF SMOKE DETECTORS WITHIN TENANT SPACE SHALL BE DETERMINED BY THE FIRE MARSHAL. 29.WHERE CEILINGS ARE SPECIFIED TO BE OF FIRE-RATED CONSTRUCTION, ALL RECESSED LIGHT FIXTURES, SPEAKERS, ETC. SHALL BE BOXED OUT ABOVE THE CEILING WITH A FIRE-RATED ENCLOSURE EQUAL TO THAT OF THE CEILING. 30.GENERAL CONTRACTOR SHALL COORDINATE WORK TO ACCOMMODATE VARIATIONS IN CEILING HEIGHTS AND EQUIPMENT INSTALLED THEREIN. 31.THE GENERAL CONTRACTOR SHALL VERIFY THAT SPRINKLER AND HVAC PLACEMENT COMPLIES WITH ALL APPLICABLE LOCAL CODE REQUIREMENTS AND RE-WORK AS NECESSARY. 32.ALL SUSPENDED GYP. BD CEILINGS SHALL RECEIVE SKIM COAT. PREP FOR FLAT PAINT FINISH WITHOUT ANY APPARENT SEAMS OR IMPERFECTIONS. UNLESS OTHERWISE NOTED, REFER TO REFLECTED CEILING PLAN AND FINISH PLANS PAINT SPEC, FINISH AND LOCATION. 33.CEILING FIXTURES, TERMINALS, AND DEVICES: a.ALL LIGHT FIXTURES, AIR TERMINALS/GRILLS, OR OTHER DEVICES (REFERRED TO ALL BY COMMON TERM FIXTURES HEREAFTER) SHALL BE MOUNTED IN A MANNER THAT WILL NOT COMPROMISE CEILING PERFORMANCE. b.ALL FIXTURES SHALL BE SUPPORTED DIRECTLY BY MAIN RUNNERS OR BY SUPPLEMENTAL FRAMING WHICH IS SUPPORTED BY MAIN RUNNERS AND POSITIVELY ATTACHED WITH SCREWS OR OTHER APPROVED CONNECTORS. c.SURFACE MOUNTED FIXTURES SHALL BE ATTACHED TO A MAIN RUNNER WITH A POSITIVE CLAMPING DEVICE MADE OF MATERIAL WITH A MINIMUM OF 14 GAGE. ROTATIONAL SPRING CLAMPS DO NOT COMPLY. d.ACCESS PANELS: ACCESS TO THE SPACE BETWEEN THE CEILING AND THE FLOOR OR ROOF ABOVE SHALL NOT BE ALLOWED. SMALL ACCESS PANELS FOR THE INSPECTION, ADJUSTMENT, OR REPAIR OF UTILITY SWITCHES, VALVES, SENSORS, ETC MAY BE ALLOWED IF THE PANEL IS LESS THAN 300 SQUARE INCHES. SUCH PANELS SHALL ALSO HAVE PERMANENT WARNING LABEL AS FOLLOWS: WARNING: 1. DO NOT CLIMB, WALK, OR CRAWL ON THE GYPSUM BOARD CEILING. 2. DO NOT STORE OR STOW ANYTHING ON THE GYPSUM BOARD CEILING. e.ALL LIGHT FIXTURES WEIGHING LESS THAN OR EQUAL TO 10 LB. SHALL HAVE ONE NO. 12 GAUGE SAFETY WIRE CONNECTED FROM FIXTURE HOUSING TO STRUCTURE ABOVE. IT IS NOT NECESSARY FOR THESE SAFETY WIRES TO BE TAUT. f.ALL FIXTURES WEIGHING GREATER THAN 10 LB. BUT LESS THAN OR EQUAL TO 56 LB. SHALL HAVE TWO NO. 12 GAUGE SAFETY WIRE CONNECTED FROM FIXTURE HOUSING TO STRUCTURE ABOVE. IT IS NOT NECESSARY FOR THESE SAFETY WIRES TO BE TAUT. g.ALL FIXTURES WEIGHING GREATER THAN 56 LB. SHALL BE SUPPORTED DIRECTLY FROM STRUCTURE ABOVE BY APPROVED HANGERS. h.PENDANT-HUNG FIXTURES SHALL BE SUPPORTED DIRECTLY FROM STRUCTURE ABOVE USING NO LESS THAN NO. 9 GAUGE WIRE OR AN APPROVED ALTERNATE SUPPORT. THE CEILING SUSPENSION SYSTEM SHALL NOT PROVIDE ANY DIRECT SUPPORT. i.ALL RECESSED OR DROP-IN FIXTURES SHALL BE SUPPORTED DIRECTLY FROM FIXTURE HOUSING TO THE STRUCTURE ABOVE WITH A MINIMUM OF TWO NO. 12 GAUGE WIRES LOCATED AT DIAGONALLY OPPOSITE CORNERS. LEVELING OR POSITIONING OF FIXTURES MAY BE PROVIDED BY CEILING GRID. FIXTURE SUPPORT WIRES MAY BE SLIGHTLY LOOSE TO ALLOW THE FIXTURE TO SEAT IN THE GRID SYSTEM. FIXTURES SHALL NOT BE SUPPORTED FROM MAIN RUNNERS OR FURRING CHANNELS IF THE WEIGHT OF THE FIXTURES CAUSES TOTAL LOAD TO EXCEED THE DEFLECTION CAPABILITY OF THE CEILING SUSPENSION SYSTEM. j.PROVIDE A 2-INCH OVERSIZED RING, ADAPTER OR SLEEVE ON SPRINKLER AND SIMILAR PENETRATIONS TO ALLOW FOR A 1-INCH HORIZONTAL DISPLACEMENT IN ANY DIRECTION. 34.ANY WALL MOUNTED FIXTURES SHALL BE MOUNTED SO AS NOT TO PROTRUDE BEYOND 4" FROM THE FACE OF THE WALL IF MOUNTED AT HEIGHT OF LESS THAN 6'-8" A.F.F. 35.GENERAL CONTRACTOR SHALL FURNISH MAD WITH PLANS SHOWING LOCATIONS OF ALL LIGHT SENSORS, EMERGENCY LIGHT STROBES, SMOKE DETECTORS, LIFE SAFETY PUBLIC ANNOUNCEMENT SPEAKERS AND THERMOSTATS FOR REVIEW PRIOR TO ORDERING AND INSTALLATION. 36.CUT SHEETS AND/OR SHOP DRAWINGS OF ALL REGISTERS AND ACCESS PANELS (AS REQUIRED) SHALL BE SUBMITTED TO MAD FOR REVIEW PRIOR TO FABRICATION, INSTALLATION, OR RELOCATION. 37.CONTRACTOR SHALL SUBMIT MECHANICAL AND SPRINKLER DRAWINGS TO MAD FOR APPROVAL OF LOCATION OF SPRINKLER HEADS AND HVAC GRILLES. 38.THE GENERAL CONTRACTOR SHALL SUBMIT ONE (1) ELECTRONIC (PDF PREFERRED) SUBMITTAL OF SPECIFIED LIGHT FIXTURES AND EQUIPMENT. IN ADDITION, TWO (2) FULL WORKING SAMPLES OF SPECIFIED LIGHT FIXTURES SHALL BE SUBMITTED, IF REQUESTED BY MAD. GENERAL FLOOR FINISH NOTES 1.ALL INTERIOR FINISHES SHALL CONFORM WITH CURRENT CBC CHAPTER 8 AND ARE TO COMPLY WITH CLASS III FLAME-SPREAD REQUIREMENTS. 2.FLOORING SHALL MEET ALL CURRENT NON-SLIP STANDARDS AND REQUIREMENTS SPECIFIED BY APPLICABLE CODES AND/OR AUTHORITIES. CONTRACTOR SHALL PROVIDE NON-SLIP COATINGS AS NECESSARY TO MEET THESE REQUIREMENTS. 3.ALL MATERIALS AND INSTALLATIONS OF THE SAME SHALL COMPLY WITH ALL APPLICABLE LOCAL BUILDING, FIRE AND ADA MUNICIPAL CODES. 4.ALL NEW FINISH FLOOR SHALL BE INSTALLED BY CONTRACTOR AS SPECIFIED ON FINISH PLANS. 5.ALL WORKMANSHIP SHALL BE OF THE BEST QUALITY. WHEN THE WORK IS COMPLETE, IT SHALL BE FREE FROM BUCKLES, BUBBLES, OPEN JOINTS, OR OTHER IMPERFECTIONS. SEAMS SHALL BE KEPT IN ACCURATE ALIGNMENT ALONG BOTH COORDINATES. TILES HAVING CHIPPED OR ROUNDED CORNERS WILL BE REJECTED AND IF INSTALLED, SHALL BE REMOVED AND REPLACED WITH ACCEPTABLE TILES AT CONTRACTOR'S EXPENSE. 6.THE GENERAL CONTRACTOR SHALL FLASH ALL CRACKS, HOLES, OR OTHER IMPERFECTIONS (PROJECTIONS SHALL BE REMOVED AND PATCHED) TO PROVIDE A CONTINUOUSLY SMOOTH FLOOR SURFACE WITH VARIATION IN LEVEL NOT TO EXCEED 1/4" IN 10'-0" NON-CUMULATIVE. 7.THE GENERAL CONTRACTOR SHALL NOTIFY MAD AFTER FLOOR PATCHING IS COMPLETE FOR FIELD INSPECTION PRIOR TO THE INSTALLATION OF FINISH FLOOR. 8.GENERAL CONTRACTOR SHALL COORDINATE WORK OF ALL FLOORING CONTRACTORS TO ENSURE THAT ALL VARYING FLOOR MATERIALS USED ARE INSTALLED FLUSH. ALL TRANSITION METHODS SHALL BE APPROVED BY MAD PRIOR TO INSTALLATION. 9.GENERAL CONTRACTOR SHALL FOLLOW ALL MANUFACTURERS RECOMMENDATIONS AND INSTRUCTIONS FOR THE INSTALLATION OF ANY FINISHES OR PRODUCTS. 10.TILES SHALL BE LAID IN SQUARE PATTERN WITH COURSES PARALLEL TO WALLS, U.O.N. ON THE DRAWINGS. TILES SHALL BE SECURELY CEMENTED AND SHALL BE LAID WITH TIGHT JOINTS. THE ADHESIVE USED FOR CEMENTING THE TILES SHALL BE APPLIED FAR ENOUGH IN ADVANCE OF SETTING TO PERMIT THE ADHESIVE TO REACH ITS INITIAL SET, BUT NOT ITS FINAL SET. ADHESIVES USED ARE TO BE NON-COMBUSTIBLE. 11.AREAS WHERE FLOOR FINISH IS SCHEDULED SHALL BE CLOSED TO TRAFFIC AND OTHER WORK DURING INSTALLATION OF FINISH FLOOR. 12.UPON COMPLETION, ALL FLOOR FINISH WORK SHALL BE CLEANED BY THE CONTRACTOR, REMOVING ALL SPOTS OF ADHESIVE, SURFACE STAINS, AND ALL SCRAPS. CARTONS AND CONTAINERS SHALL BE REMOVED FROM THE BUILDING. 13.AFTER CLEANING, THE CONTRACTOR SHALL PROVIDE (2) APPLICATIONS OF AN APPROVED NON-SLIP WAX TO RESILIENT TILE FLOOR, WHICH SHALL BE THOROUGHLY MACHINE-BUFFED AND LEFT IN CONDITION ENTIRELY ACCEPTABLE TO MAD. 14.THE CONTRACTOR SHALL PROVIDE AND MAINTAIN ADEQUATE PROTECTION FOR ALL FLOORING WORK FOR THE DURATION OF THE CONTRACT. ALL PROTECTION SHALL BE REMOVED PRIOR TO PUNCH LIST. 15.ACCURATE, DIMENSIONED FLOORING PLANS SHALL BE SUBMITTED TO MAD FOR APPROVAL PRIOR TO INSTALLATION. ELECTRONIC FILE (PDF PREFERRED) SUBMITTAL IS ACCEPTABLE. 16.GENERAL CONTRACTOR SHALL FOLLOW ALL MANUFACTURERS RECOMMENDATIONS AND INSTRUCTIONS FOR THE INSTALLATION OF ALL FINISHES OR PRODUCTS. 17.GENERAL CONTRACTOR SHALL SUBMIT AN ELECTRONIC FILE (PDF PREFERRED) OF CARPET SEAMING DIAGRAM INCLUDING DIRECTION OF CARPET TO MAD FOR APPROVAL PRIOR TO ORDERING AND PRIOR TO INSTALLATION OF MATERIALS. 18.PLASTIC LAMINATE BASE SHALL BE PROVIDED ON ALL MILLWORK SCHEDULED TO RECEIVE PLASTIC LAMINATE FINISH (SEE ELEVATIONS). 19.GENERAL CONTRACTOR SHALL SUBMIT (3) 8" X 8" SAMPLES OF ALL FINISHES TO MAD FOR APPROVAL, PRIOR TO PURCHASE OR INSTALLATION. 20.NO SUBSTITUTIONS OF FINISHES SHALL BE MADE WITHOUT PRIOR WRITTEN APPROVAL FROM MAD. GENERAL MILLWORK NOTES 1.REFER TO SHEET ID3.0 FOR EQUIPMENT, FIXTURE, AND MILLWORK HARDWARE/ACCESORY SCHEDULES FOR CONTRACTOR SUPPLIED EQUIPMENT, FIXTURE, AND HARDWARE/ACCESSORIES. 2.ALL PLASTIC LAMINATE MILLWORK TO BE FABRICATED, ASSEMBLED, FINISHED AND ERECTED TO AWI CUSTOM GRADE STANDARDS. ALL EXPOSED AND SEMI-EXPOSED SURFACES TO BE FINISHED WITH SCHEDULED PLASTIC LAMINATE. MILLWORK TO BE 5/8" MELAMINE. MILLWORK FINISH, U.O.N.: BLACK AT COLOR PLASTIC LAMINATE MILLWORK. WHITE AT WHITE OR LIGHT COLORED PLASTIC LAMINATE MILLWORK. 3.ALL VENEERED OR LACQUERED MILLWORK SHALL BE FABRICATED, ASSEMBLED, FINISHED AND ERECTED TO AWI PREMIUM GRADE STANDARDS. ALL EXPOSED SURFACES INCLUDING DOORS, DRAWERS, FRONTS, COUNTERTOPS AND BASE SHALL BE VENEERED. UNLESS OTHERWISE NOTED, MILLWORK SHALL BE FULLY VENEERED. 4.THE GENERAL CONTRACTOR SHALL CHECK AND VERIFY ALL DIMENSIONS AND CONDITIONS AT THE JOB SITE. ALL INSTALLED MILLWORK SHALL COMPLY WITH ALL APPLICABLE BUILDING CODES. 5.GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR TAKING FIELD DIMENSIONS IN ALL AREAS SCHEDULED TO RECEIVE CABINETS NOTED HEREIN. 6.ALL INSTALLED MILLWORK SHALL BE SCRIBED TO WALL OR CEILING. CONTRACTOR SHALL COORDINATE MILLWORK INSTALLATION WITH THE WORK OF ALL TRADES WHICH HAVE AN IMPACT ON MILLWORK. 7.PROVIDE BRACING IN WALLS AS REQUIRED FOR OVERHEAD CABINETS. WHERE OPEN SHELVING IS INDICATED PROVIDE ALL EXPOSED EDGE SURFACES WITH PLASTIC LAMINATE FINISHES AND INTERIOR SURFACE WITH WHITE KORTRON OR MELAMINE. 8.GENERAL CONTRACTOR SHALL ENSURE THAT MILLWORK CONTRACTOR SHALL BE RESPONSIBLE FOR ALL JOB SITE CONDITIONS. ANY DISCREPANCIES SHALL BE REPORTED TO MAD PRIOR TO FABRICATION OF CABINET WORK. 9.ALL MILLWORK IS TO BE FABRICATED IN A CONTROLLED SHOP ENVIRONMENT. FIELD WORK SHALL BE LIMITED TO BLOCKING, TRIMMING, AND ASSEMBLED FINISHED COMPONENTS. 10.ALL MILLWORK JOINERY SHALL BE FABRICATED AND SECURED IN A MANNER WHICH ENSURES THAT THE JOINT WILL NOT SEPARATE. 11.ALL CUTOUTS IN PLASTIC LAMINATE COUNTER TOPS (SINKS, GROMMET CHASES, ETC.) SHALL BE MADE BY CABINET SUBCONTRACTOR AT SITE. 12.ALL WOOD VENEER PIECES SHALL BE FINISHED IN THE SHOP WITH SPRAY EQUIPMENT. NO FINISHING OTHER THAN TOUCHUP TO BE DONE AT JOB SITE. 13.ALL REVEALS SHALL BE 1/8" U.O.N. AND BE ADJACENT WOOD FINISH OR ADJACENT PLASTIC LAMINATE WHERE SPECIFIED. REFER TO ELEVATIONS. 14.GENERAL CONTRACTOR SHALL COORDINATE APPROPRIATE MUD RINGS FOR OUTLETS LOCATED ON FULL HEIGHT BACKSPLASH. 15.GENERAL CONTRACTOR SHALL SUPPLY AND INSTALL ALL NECESSARY HARDWARE AS REQUIRED BY THE SPECIFICATIONS OR INTENT OF THE DESIGNER. SUBMITTALS OF MILLWORK HARDWARE SHALL BE SUBMITTED TO MAD FOR APPROVAL BEFORE ASSEMBLY. 16.CABINET HARDWARE - SEE MILLWORK HARDWARE/ACCESSORY SCHEDULE SHEET ID3.0 (U.O.N.): a.ALL HINGES AT ALL MILLWORK SHALL BE FULLY CONCEALED. b.ALL DRAWER GLIDES SHALL BE FULL EXTENSION EXTRA HEAVY DUTY; GLIDES TO BE BLACK AT BLACK CASEWORK; SILVER OR WHITE AT WHITE CASEWORK. c.ALL GROMMETS SHALL BE DOUG MOCKETT "THE MAX" SATIN ALUMINUM FINISH OR APPROVED EQUAL. ALL GROMMET LOCATIONS TO BE FIELD VERIFIED BY ARCHITECT PRIOR TO INSTALLATION. d.PEDESTAL CABINETS TO ACCOMMODATE PENDEFLAX LETTER AND/OR LEGAL FOLDERS. PROVIDE METAL BRACES. e.WASTE RECEPTACLE DRAWERS SHALL HAVE TWO (2) SETS OF HEAVY DUTY GLIDES. 17.ALL MILLWORK FINISHES SHALL BE AS SPECIFIED ON PLANS, SCHEDULES, ELEVATIONS AND/OR DETAILS, U.O.N. 18.GENERAL CONTRACTOR TO SUBMIT AN ELECTRONIC FILE (PDF PREFERRED) MILLWORK SHOP DRAWINGS FOR APPROVAL BEFORE FABRICATION AND INSTALLATION. CONFIRM FINISHES ON SHOP DRAWINGS FOR MAD'S APPROVAL BEFORE FABRICATION. SUBMIT (4) 12"x12" SAMPLES OF EACH FINISH FOR APPROVAL. 19.ALL SPECIAL MILLWORK PRODUCTS AND SPECIAL ASSEMBLIES ARE SUBJECT TO SUBMITTAL AND REVIEW. SHOP DRAWINGS AND SUBMITTALS SHALL NOT BE WAIVED UNLESS WRITTEN PERMISSION TO DO SO IS GIVEN BY MAD. 20.MILLWORK SHOP DRAWINGS SHALL CALL OUT ALL MATERIALS AND FINISHES. ALL JOINTS, CORNERS, AND EDGES SHALL BE DESCRIBED IN DETAIL DRAWINGS. ALL DIMENSIONS, CRITICAL OR OTHERWISE, SHALL BE CALLED OUT ON THE SHOP DRAWINGS. MAD WILL NOT REVIEW SHOP DRAWINGS WHICH ARE INCOMPLETE AND/OR WHICH SHOW MINIMAL DETAIL. GENERAL WALL FINISH NOTES 1.ALL INTERIOR FINISHES SHALL CONFORM WITH CURRENT CBC CHAPTER 8. 2.ALL AREAS ARE TO BE PAINTED IN ACCORDANCE WITH FINISH PLANS UNLESS OTHERWISE NOTED OR SPECIFIED. 3.PAINT COLORS AND ALL OTHER WALL FINISHES INCLUDING WALL COVERING SHALL BE AS SPECIFIED BY MAD. 4.THE GENERAL CONTRACTOR SHALL USE SPECIFIED PAINT PRODUCTS. IF SUBSTITUTION OF MANUFACTURER IS REQUESTED, THE CONTRACTOR SHALL PROVIDE MANUFACTURER'S LITERATURE, INCLUDING FULL APPLICATION SPECIFICATIONS, TO MAD FOR APPROVAL IN ADVANCE OF APPLICATION. 5.WALLS SHALL BE DEFINED AS SURFACES FROM FLOOR TO CEILING, INCLUDING PILASTERS, FASCIAS, JAMBS, BUCKS, REVEALS, RETURNS, AND ALL VERTICAL SURFACES NOT INCLUDED IN CEILING. 6.INDICATIONS OF EXTENT OF WALL FINISH ARE GRAPHICALLY SYMBOLIC AND DO NOT REPRESENT EVERY JOG, PROTRUSION, OR RECESS OCCURRING ON THE ACTUAL CONSTRUCTED SURFACE (NEW OR EXISTING). THE CONTRACTOR SHALL PROVIDE SPECIFIED FINISH ON ALL SURFACES WITHIN THE LIMITS SHOWN ON THE PLANS. 7.THE CONTRACTOR SHALL INSPECT ALL SURFACES FOR HOLES, CRACKS, AND ANY OTHER CONDITIONS WHICH WOULD ADVERSELY IMPACT PAINT APPLICATION. ALL EXISTING LOOSE PAINT SHALL BE REMOVED. ALL SURFACES SHALL BE PROPERLY PREPARED, PATCHED AS APPROPRIATE TO A SMOOTH CONDITION, AND MADE READY FOR PRIME AND PAINT. THE CONTRACTOR SHALL NOT PROCEED WITH THE PAINTING WORK UNTIL THIS HAS OCCURRED AT ALL SURFACES SCHEDULED TO RECEIVE PAINT. 8.COMMENCEMENT OF PAINTING WORK SHALL REPRESENT ACCEPTANCE OF SURFACE CONDITIONS. 9.THE GENERAL CONTRACTOR SHALL CAREFULLY REMOVE AND STORE ALL ELECTRICAL SWITCH AND OUTLET PLATES, SURFACE HARDWARE, ETC. PRIOR TO PAINTING AND REPLACE THEM WHEN PAINTING WORK IS COMPLETE. ALL PAINT SPILLED, SPLASHED, OR SPLATTERED ON DIFFUSERS, REGISTERS, SLAB FITTINGS, ETC. SHALL BE REMOVED WHEN PAINTING WORK IS COMPLETE. THE CONTRACTOR SHALL REPLACE ANY ITEMS DAMAGED DURING THIS PROCESS WITH NEW ITEM TO MATCH EXISTING. 10.ALL WOOD SHELVING AND PAINTED DOORS SHALL RECEIVE PRIMING, SANDING, AND (2) FULL COATS OF SEMI-GLOSS ENAMEL FREE OF BRUSH MARKS. THE CONTRACTOR SHALL EXAMINE ALL AREAS OF CONSTRUCTION AFTER COMPLETION OF ALL WORK AND PERFORM NECESSARY "TOUCH-UP" PAINTING AND/OR PATCHING. 11.THE GENERAL CONTRACTOR SHALL INSTALL WALL COVERING PER MANUFACTURER'S SPECIFICATIONS WHERE INDICATED ON FINISH PLANS. WALL COVERING SHALL BE INSTALLED SMOOTH, WITHOUT WRINKLES, BUBBLES OR LOOSE EDGES. ALL PASTE AND BRUSH MARKS SHALL BE REMOVED. WALL COVERING ADJOINING WOOD AND METAL TRIM SHALL BE CUT STRAIGHT AND SQUARE. WALL COVERING AT ALL REVEALS SHALL RETURN INTO REVEAL. ALL WORKMANSHIP WHICH IS NOT JUDGED TO BE FIRST QUALITY BY MAD WILL NOT BE ACCEPTED. 13.REPAIR, PATCH (IF REQUIRED) EXISTING WALLS AND RE PAINT AS SPECIFIED. 14.SOFFIT AND FASCIA FINISH SHALL MATCH ADJACENT WALL COLOR, U.O.N. 15.SEE REFLECTED CEILING PLAN FOR CEILING FINISHES & LOCATION. 16.ALL ACCESS DOORS AND PANELS LOCATED IN DRYWALL CEILINGS AND WALL SHALL BE PAINTED TO MATCH ADJACENT SURFACE COLOR AND FINISH, U.O.N. 17.GENERAL CONTRACTOR SHALL COORDINATE ALL FINISHES ON MILLWORK AS SHOWN ON MILLWORK PLANS WITH THE MILLWORK SUB-CONTRACTOR. GREEN BUILDING NOTES 1.INTERIOR AND EXTERIOR LIGHTING SHALL BE INSTALLED SUCH THAT ZERO DIRECT-BEAM ILLUMINATION LEAVES THE BUILDING SITE. 2.ALL NEW EXTERIOR LUMINAIRES SHALL BE SHIELDED OR BE CUTOFF LUMINAIRES AS DEFINED IN SECTION 132 (b) OF THE CALIFORNIA ENERGY CODE. 3.NEW NON-RESIDENTIAL GRADE EQUIPMENT AND APPLIANCES PROVIDED AND INSTALLED SHALL BE ENERGY STAR LABELED IF ENERGY STAR IS APPLICABLE TO THAT EQUIPMENT OR APPLIANCE. 4.NONABSORBENT FLOOR AND WALL FINISH SHALL BE USED WITHIN AT LEAST TWO FEET AND PERPENDICULAR TO EXTERIOR ENTRIES AND/OR OPENING SUBJECT TO FOOT TRAFFIC. 5.WHEN PROJECT OCCURS WITHIN THE LOS ANGELES CITY LIMITS, ONLY A CITY OF LOS ANGELES CERTIFIED HAULER WILL BE USED FOR HAULING OF CONSTRUCTION WASTE. 6."AN OPERATION AND SYSTEMS MANUAL" SHALL BE PROVIDED TO THE FIELD INSPECTOR AT THE TIME OF FINAL INSPECTION. 7.ALL DUCT AND OTHER RELATED AIR DISTRIBUTION COMPONENT OPENINGS SHALL BE COVERED WITH TAPE, PLASTIC, OR SHEETMETAL UNTIL THE FINAL STARTUP OF THE HEATING AND COOLING EQUIPMENT. 8.THE VOC CONTENT VERIFICATION CHECKLIST, FORM GRN 2, SHALL BE COMPLETED AND VERIFIED PRIOR TO FINAL INSPECTION APPROVAL. THE MANUFACTURER'S SPECIFICATIONS SHOWING VOC CONTENT FOR ALL APPLICABLE PRODUCTS SHALL BE READILY AVAILABLE AT THE JOB SITE AND BE PROVIDED TO THE FIELD INSPECTOR FOR VERIFICATION. 9.ALL NEW CARPET INSTALLED IN THE BUILDING INTERIOR SHALL MEET THE TESTING AND PRODUCT REQUIREMENTS OF ONE OF THE FOLLOWING: a.CARPET AND RUG INSTITUTE'S GREEN LABEL PLUS PROGRAM; b.CALIFORNIA DEPARTMENT OF PUBLIC HEALTH STANDARD PRACTICE FOR TESTING OF (VOLATILE ORGANIC COMPOUNDS) VOCs (SPECIFICATION 01350); c.NSF/ANSI 140 AT THE GOLD LEVEL; OR d.SCIENTIFIC CERTIFICATIONS SYSTEMS INDOOR ADVANTAGE GOLD 10.ALL NEW CARPET CUSHION INSTALLED IN THE BUILDING INTERIOR SHALL MEET REQUIREMENTS OF THE CARPET AND RUG INSTITUTE GREEN LABEL PROGRAM. 11.THE FORMALDEHYDE EMISSIONS VERIFICATION CHECKLIST, FORM GRN 3, SHALL BE COMPLETED PRIOR TO FINAL INSPECTION APPROVAL. THE MANUFACTURER'S SPECIFICATIONS SHOWING FORMALDEHYDE CONTENT FOR ALL APPLICABLE WOOD PRODUCTS SHALL BE READILY AVAILABLE AT THE JOB SITE AND BE PROVIDED TO THE FIELD INSPECTOR FOR VERIFICATION. 12.50% OF THE TOTAL AREA RECEIVING RESILIENT FLOORING SHALL COMPLY WITH THE VOC LIMITS OR BE CERTIFIED UNDER THE RESILIENT FLOOR COVERING INSTITUTE (RFCI) FLOORSCORE PROGRAM. 13.AN AIR FILTER WITH A MINIMUM EFFICIENCY REPORTING VALUE (MERV) OF 8 OR HIGHER SHALL BE INSTALLED IN NEW MECHANICAL SYSTEMS FOR OUTSIDE AND RETURN AIR PRIOR TO OCCUPANCY. 14.THE HVAC, REFRIGERATION, FIRE SUPPRESSION EQUIPMENT SHALL NOT CONTAIN CFC OR HALONS. 15.ARCHITECTURAL PAINTS AND COATINGS, ADHESIVES, CAULKS AND SEALANTS SHALL COMPLY WITH THE VOLATILE ORGANIC COMPOUND (VOC) LIMITS LISTED IN TABLES 10.504.4.1 - 10.504.4.3. 16.AEROSOL PAINTS AND COATINGS SHALL MEET THE PRODUCT-WEIGHTED MIR LIMITS FOR ROC IN SECTION 94522(A)(3) AND OTHER REQUIREMENTS, INCLUDING PROHIBITIONS ON USE OF CERTAIN TOXIC COMPOUNDS AND OZONE DEPLETING SUBSTANCES, IN SECTIONS 94522(C)(2) AND (D)(2) OF CALIFORNIA CODE OF REGULATIONS, TITLE 17, COMMENCING WITH SECTION 94520; AND IN AREAS UNDER THE JURISDICTION OF THE SOUTH COAST AREA AIR QUALITY MANAGEMENT DISTRICT ADDITIONALLY COMPLY WITH THE PERCENT VOC BY WEIGHT OF PRODUCT LIMITS OF REGULATION 8, RULE 49 17.ALL SEALERS, STAINS, AND FINISHES ON CONCRETE, WOOD, BAMBOO, OR CORK MUST COMPLY WITH THE SOUTH COAST AIR QUALITY MANAGEMENT DISTRICT (SCAQD) RULE 113, ARCHITECTURAL COATINGS. GENERAL CONTRACTOR SHALL SUBMIT ALL SEALERS, STAINS, AND FINISHES BEING USED ON THE PROJECT TO WDG FOR APPROVAL PRIOR TO INSTALLATION. 18.NEW PLUMBING FIXTURES AND FITTINGS SHALL NOT EXCEED THE MAXIMUM ALLOWABLE FLOW RATE SPECIFIED IN TABLE 10.303.2.3. 19.A FINAL REPORT FOR THE TESTING AND ADJUSTING OF ALL NEW SYSTEMS SHALL BE COMPLETED AND PROVIDED TO THE FIELD INSPECTOR PRIOR TO FINAL INSPECTION. THIS REPORT SHALL BE SIGNED BY THE INDIVIDUAL RESPONSIBLE FOR PERFORMING THESE SERVICES. 20.NEW HARDWOOD PLYWOOD, PARTICLE BOARD, AND MEDIUM DENSITY FIBERBOARD COMPOSITE WOOD PRODUCTS USED IN THE INTERIOR OR EXTERIOR OF THE BUILDING SHALL MEET THE FORMALDEHYDE LIMITS LISTED IN TABLE 10.504.4.5. 21.THE BUILDING SHALL MEET OR EXCEED THE PROVISIONS FOR MECHANICAL VENTILATION OF SECTION 1203 OR THE LOS ANGELES BUILDING CODE. 22.BUILDINGS THAT USE DEMAND CONTROL VENTILATION SHALL HAVE CO₂ SENSORS AND VENTILATION CONTROLS INSTALLED IN ACCORDANCE WITH THE REQUIREMENTS OF THE CURRENT EDITION OF THE CALIFORNIA ENERGY CODE, CCR, TITLE 24, PART 6, SECTION 121(c). 23.IF THE NEW HVAC SYSTEM IS USED DURING CONSTRUCTION, USE RETURN AIR FILTERS WITH A MERV OF 8. REPLACE ALL FILTERS IMMEDIATELY PRIOR TO OCCUPPANCY. 24.TESTING AND ADJUSTMENT IS REQUIRED FOR ALL NEW INSTALLATION OF ANY OF THE FOLLOWING SYSTEMS: a. HEATING VENTILATING AND AIR CONDITIONING SYSTEM i. DESCRIBE THE HVAC SYSTEMS AND CONTROLS. ii. PLANS SHALL INDICATE THAT THE HVAC SYSTEM AND COMPONENTS WILL BE TESTED, ADJUSTED AND BALANCED IN ACCORDANCE WITH ONE OF THE FOLLOWING: ·TABB'S CONSTRUCTION SPECIFICATION INSTITUTE MASTERFORMAT ·NEBB'S STANDARDS FOR TESTING, ADJUSTMENT AND BALANCING OF ENVIRONMENTAL SYSTEMS (7TH EDITION) ·AABC'S NATIONAL STANDARDS FOR TOTAL SYSTEM BALANCE (6TH EDITION) ·ASHRAE'S STANDARD 111-2008 b. INDOOR AND OUTDOOR LIGHTING AND CONTROLS: i. DESCRIBE THE TYPES OF LIGHTING FIXTURES USED AND THEIR CORRESPONDING CONTROLS AT VARIOUS SPACES/ROOMS WITHING THE BUILDING (E.G. DIMMERS, OCCUPANCY SENSORS, PROGRAMMABLE TIME SWITCHES, PHOTOSENSORS, ETC.) ii. PROVIDE A NARRATIVE OF THE TESTING AND ADJUSTMENT PROCEDURE FOR THE LIGHTING CONTROLS. Sheet Title: ISSUE DATE ISSUE FOR PLANCHECK 12.22.2025 All drawings and written material appearing herein constitute the original and unpublished work of MAD Studio and the same may not be duplicated, used or disclosed without the written consent of MAD Studio. Sheet No.: ISSUE DESCRIPTION ENGINEER/CONSULTANT ARCHITECT/ENGINEER STAMP 30 5 W 4 T H S T R E E T , S A N T A A N A , C A 9 2 7 0 1 CA F E OA S I S CLIENT www.madstudiola.com CITY STAMP Project Director: Project Designer: Project Tech: Project No:25030.300E.M. E.M. S.P. ISSUED FOR MEP 01.13.2026 ISSUED FOR PLAN CHECK COMMENTS- PLANNING DEPT.01.22.2026 ISSUED FOR PRICING 02.17.2026 ISSUED FOR PLAN CHECK COMMENTS - PLANNING DEPT.02.20.2026 ISSUED FOR COUNTY REVIEW 03.24.2026 ISSUED FOR ADDENDUM A 03.27.2026 ISSUED FOR BUILDING DEPT REVIEW 04.08.2026 ISSUED FOR BUILDING DEPT REVIEW - RESUBMITTAL 05.05.2026 ISSUED FOR BUILDING DEPT CORRECTIONS 05.20.2026 ID0.2 GENERAL NOTES FLOOR AND GROUND SURFACES 1.FLOOR AND GROUND SURFACES SHALL BE STABLE, FIRM, AND SLIP RESISTANT. 2.CARPET OR CARPET TILE SHALL BE SECURELY ATTACHED AND SHALL HAVE A FIRM CUSHION, PAD, OR BACKING OR NO CUSHION OR PAD. CARPET OR CARPET TILE SHALL HAVE A LEVEL LOOP, TEXTURED LOOP, LEVEL CUT PILE, OR LEVEL CUT/UNCUT PILE TEXTURE. PILE HEIGHT SHALL BE ½ INCH MAXIMUM. CHANGES IN LEVEL 3.VERTICAL CHANGES IN LEVEL FOR FLOOR OR GROUND SURFACES MAY BE ¼ INCH HIGH MAXIMUM AND WITHOUT EDGE TREATMENT. CHANGES IN LEVEL GREATER THAN ¼ INCH AND NOT EXCEEDING ½ INCH IN HEIGHT SHALL BE BEVELED WITH A SLOPE NOT STEEPER THAN 1:2. 4.CHANGES IN LEVEL GREATER THAN ½ INCH IN HEIGHT SHALL BE RAMPED AND SHALL COMPLY WITH THE REQUIREMENTS OF 11B-405 RAMPS OR 11B-406 CURB RAMPS AS APPLICABLE. 5.ABRUPT CHANGES IN LEVEL EXCEEDING 4 INCHES IN A VERTICAL DIMENSION BETWEEN WALKS, SIDEWALKS OR OTHER PEDESTRIAN WAYS AND ADJACENT SURFACES OR FEATURES SHALL BE IDENTIFIED BY WARNING CURBS AT LEAST 6 INCHES IN HEIGHT ABOVE THE WALK OR SIDEWALK SURFACE OR BY GUARDS OR HANDRAILS WITH A GUIDE RAIL CENTERED 2 INCHES MINIMUM AND 4 INCHES MAXIMUM ABOVE THE SURFACE OF THE WALK OR SIDEWALK. THESE REQUIREMENTS DO NOT APPLY BETWEEN A WALK OR SIDEWALK AND AN ADJACENT STREET OR DRIVEWAY. TURNING SPACE 6.CIRCULAR TURNING SPACES SHALL BE A SPACE OF 60 INCHES DIAMETER MINIMUM AND MAY INCLUDE KNEE AND TOE CLEARANCE COMPLYING WITH 11B-306 KNEE AND TOE CLEARANCE. 7.T-SHAPED TURNING SPACES SHALL BE A T-SHAPED SPACE WITHIN A 60 INCH SQUARE MINIMUM WITH ARMS AND BASE 36 INCHES WIDE MINIMUM. EACH ARM OF THE T SHALL BE CLEAR OF OBSTRUCTIONS 12 INCHES MINIMUM IN EACH DIRECTION AND THE BASE SHALL BE CLEAR OF OBSTRUCTIONS 24 INCHES MINIMUM. KNEE AND TOE CLEARANCE 8.FOR LAVATORIES AND BUILT-IN DINING AND WORK SURFACES REQUIRED TO BE ACCESSIBLE, TOE CLEARANCE SHALL BE PROVIDED THAT IS 30 INCHES IN WIDTH AND 9 INCHES IN HEIGHT ABOVE THE FINISH FLOOR OR GROUND FOR A DEPTH OF 19 INCHES MINIMUM. 9.TOE CLEARANCE SHALL EXTEND 19 INCHES MAXIMUM UNDER LAVATORIES FOR TOILET AND BATHING FACILITIES AND 25 INCHES MAXIMUM UNDER OTHER ELEMENTS. 10.AT LAVATORIES IN TOILET AND BATHING FACILITIES, KNEE CLEARANCE SHALL BE PROVIDED THAT IS 30 INCHES IN WIDTH FOR A DEPTH OF 11 INCHES AT 9 INCHES ABOVE THE FINISH FLOOR OR GROUND AND FOR A DEPTH OF 8 INCHES AT 27 INCHES ABOVE THE FINISH FLOOR OR GROUND INCREASING TO 29 INCHES HIGH MINIMUM ABOVE THE FINISH FLOOR OR GROUND AT THE FRONT EDGE OF A COUNTER WITH A BUILT-IN LAVATORY OR AT THE FRONT EDGE OF A WALL-MOUNTED LAVATORY FIXTURE. 11.AT DINING AND WORK SURFACES REQUIRED TO BE ACCESSIBLE, KNEE CLEARANCE SHALL BE PROVIDED THAT IS 30 INCHES IN WIDTH AT 27 INCHES ABOVE THE FINISH FLOOR OR GROUND FOR A DEPTH OF AT LEAST 19 INCHES. PROTRUDING OBJECTS 12.EXCEPT FOR HANDRAILS, OBJECTS WITH LEADING EDGES MORE THAN 27 INCHES AND LESS THAN 80 INCHES ABOVE THE FINISH FLOOR OR GROUND SHALL PROTRUDE NO MORE THAN 4 INCHES HORIZONTALLY INTO THE CIRCULATION PATH. HANDRAILS MAY PROTRUDE 4½ INCHES MAXIMUM. 13.FREESTANDING OBJECTS MOUNTED ON POSTS OR PYLONS SHALL OVERHANG CIRCULATION PATHS NO MORE THAN 12 INCHES WHEN LOCATED FROM 27 TO 80 INCHES ABOVE THE FINISH FLOOR OR GROUND. 14.PROTRUDING OBJECTS SHALL NOT REDUCE THE CLEAR WIDTH REQUIRED FOR ACCESSIBLE ROUTES. 15.LOWEST EDGE OF A SIGN OR OTHER OBSTRUCTION, WHEN MOUNTED BETWEEN POSTS OR PYLONS SEPARATED WITH A CLEAR DISTANCE GREATER THAN 12 INCHES, SHALL BE LESS THAN 27 INCHES OR MORE THAN 80 INCHES ABOVE THE FINISH FLOOR OR GROUND. 16.VERTICAL CLEARANCE SHALL BE AT LEAST 80 INCHES HIGH ON CIRCULATION PATHS EXCEPT AT DOOR CLOSERS AND DOOR STOPS, WHICH MAY BE 78 INCHES MINIMUM ABOVE THE FINISH FLOOR OR GROUND. 17.GUARDRAILS OR OTHER BARRIERS WITH A LEADING EDGE LOCATED 27 INCHES MAXIMUM ABOVE THE FINISH FLOOR OR GROUND SHALL BE PROVIDED WHERE THE VERTICAL CLEARANCE ON CIRCULATION PATHS IS LESS THAN 80 INCHES HIGH. 18.WHERE A GUY SUPPORT IS USED WITHIN EITHER THE WIDTH OF A CIRCULATION PATH OR 24 INCHES MAXIMUM OUTSIDE OF A CIRCULATION PATH, A VERTICAL GUY BRACE, SIDEWALK GUY OR SIMILAR DEVICE SHALL BE USED TO PREVENT A HAZARD OR AN OVERHEAD OBSTRUCTION. REACH RANGES 19.ELECTRICAL CONTROLS AND SWITCHES INTENDED TO BE USED BY THE OCCUPANT OF A ROOM OR AREA TO CONTROL LIGHTING AND RECEPTACLE OUTLETS, APPLIANCES OR COOLING, HEATING AND VENTILATING EQUIPMENT SHALL BE LOCATED WITHIN ALLOWABLE REACH RANGES. LOW REACH SHALL BE MEASURED TO THE BOTTOM OF THE OUTLET BOX AND HIGH REACH SHALL BE MEASURED TO THE TOP OF THE OUTLET BOX. 20.ELECTRICAL RECEPTACLE OUTLETS ON BRANCH CIRCUITS OF 30 AMPERES OR LESS AND COMMUNICATION SYSTEM RECEPTACLES SHALL BE LOCATED WITHIN ALLOWABLE REACH RANGES. LOW REACH SHALL BE MEASURED TO THE BOTTOM OF THE OUTLET BOX AND HIGH REACH SHALL BE MEASURED TO THE TOP OF THE OUTLET BOX. 21.HIGH FORWARD REACH THAT IS UNOBSTRUCTED SHALL BE 48 INCHES MAXIMUM AND THE LOW FORWARD REACH SHALL BE 15 INCHES MINIMUM ABOVE THE FINISH FLOOR OR GROUND. 22.HIGH FORWARD REACH SHALL BE 48 INCHES MAXIMUM WHERE THE REACH DEPTH IS 20 INCHES OR LESS AND 44 INCHES MAXIMUM WHERE THE REACH DEPTH EXCEEDS 20 INCHES. HIGH FORWARD REACH SHALL NOT EXCEED 25 INCHES IN DEPTH. 23.HIGH SIDE REACH SHALL BE 48 INCHES MAXIMUM AND THE LOW SIDE REACH SHALL BE 15 INCHES MINIMUM ABOVE THE FINISH FLOOR WHERE THE SIDE REACH IS UNOBSTRUCTED OR THE DEPTH OF ANY OBSTRUCTION DOES NOT EXCEED 10 INCHES. 24.HIGH SIDE REACH SHALL BE 46 INCHES MAXIMUM ABOVE THE FINISH FLOOR OR GROUND WHERE THE HIGH SIDE REACH IS OVER AN OBSTRUCTION MORE THAN 10 INCHES BUT NOT MORE THAN 24 INCHES IN DEPTH. 25.OBSTRUCTIONS FOR HIGH SIDE REACH SHALL NOT EXCEED 34 INCHES IN HEIGHT AND 24 INCHES IN DEPTH. 26.OBSTRUCTED HIGH SIDE REACH FOR THE TOP OF WASHING MACHINES AND CLOTHES DRYERS SHALL BE PERMITTED TO BE 36 INCHES MAXIMUM ABOVE THE FINISH FLOOR. 27.OBSTRUCTED HIGH SIDE REACH FOR THE OPERABLE PARTS OF FUEL DISPENSERS SHALL BE PERMITTED TO BE 54 INCHES MAXIMUM MEASURED FROM THE SURFACE OF THE VEHICULAR WAY WHERE FUEL DISPENSERS ARE INSTALLED ON EXISTING CURBS. OPERABLE PARTS 28.OPERABLE PARTS SHALL BE OPERABLE WITH ONE HAND AND SHALL NOT REQUIRE TIGHT GRASPING, PINCHING, OR TWISTING OF THE WRIST. FORCE REQUIRED TO ACTIVATE OPERABLE PARTS SHALL BE 5 POUNDS MAXIMUM. DETECTABLE WARNINGS AND DETECTABLE DIRECTIONAL TEXTURE 29.DETECTABLE WARNING SURFACES SHALL BE YELLOW AND APPROXIMATE FS 33538 OF FEDERAL STANDARD 595C. 30.DETECTABLE WARNING SURFACES SHALL PROVIDE A 70 PERCENT MINIMUM VISUAL CONTRAST WITH ADJACENT WALKING SURFACES. CONTRAST IN PERCENT SHALL BE DETERMINED BY: CONTRAST PERCENT = [(B1-B2)/B1] X 100 WHERE B1 = LIGHT REFLECTANCE VALUE (LRV) OF THE LIGHTER AREA AND B2 = LIGHT REFLECTANCE VALUE (LRV) OF THE DARKER AREA DOORS, DOORWAYS, AND GATES 31.DOORS, DOORWAYS, AND GATES PROVIDING USER PASSAGE SHALL BE PROVIDED IN ACCORDANCE WITH 11B-206.5 DOORS, DOORWAYS, AND GATES. 32.DOORS, DOORWAYS AND GATES THAT ARE PART OF AN ACCESSIBLE ROUTE SHALL COMPLY WITH 11B-404 DOORS, DOORWAYS, AND GATES. 33.DOOR OPENINGS SHALL PROVIDE A CLEAR WIDTH OF 32 INCHES MINIMUM. CLEAR OPENINGS OF DOORWAYS WITH SWINGING DOORS SHALL BE MEASURED BETWEEN THE FACE OF THE DOOR AND THE STOP, WITH THE DOOR OPEN 90 DEGREES. OPENINGS MORE THAN 24 INCHES DEEP SHALL PROVIDE A CLEAR OPENING OF 36 INCHES MINIMUM. THERE SHALL BE NO PROJECTIONS INTO THE REQUIRED CLEAR OPENING WIDTH LOWER THAN 34 INCHES ABOVE THE FINISH FLOOR OR GROUND. PROJECTIONS INTO THE CLEAR OPENING WIDTH BETWEEN 34 INCHES AND 80 INCHES ABOVE THE FINISH FLOOR OR GROUND SHALL NOT EXCEED 4 INCHES. 34.SWINGING DOORS AND GATES SHALL HAVE MANEUVERING CLEARANCES COMPLYING WITH TABLE 11B-404.2.4.1. 35.DOORWAYS LESS THAN 36 INCHES WIDE WITHOUT DOORS OR GATES, SLIDING DOORS, OR FOLDING DOORS SHALL HAVE MANEUVERING CLEARANCES COMPLYING WITH TABLE 11B-404.2.4.2. 36.MANEUVERING CLEARANCES FOR FORWARD APPROACH SHALL BE PROVIDED WHEN ANY OBSTRUCTION WITHIN 18 INCHES OF THE LATCH SIDE AN INTERIOR DOORWAY, OR WITHIN 24 INCHES OF THE LATCH SIDE OF AN EXTERIOR DOORWAY, PROJECTS MORE THAN 8 INCHES BEYOND THE FACE OF THE DOOR, MEASURED PERPENDICULAR TO THE FACE OF THE DOOR OR GATE. 37.THRESHOLDS, IF PROVIDED AT DOORWAYS, SHALL BE ½ INCH HIGH MAXIMUM. RAISED THRESHOLDS AND CHANGES IN LEVEL AT DOORWAYS SHALL COMPLY WITH 11B-302 FLOOR OR GROUND SURFACES AND 11B-303 CHANGES IN LEVEL. 38.HANDLES, PULLS, LATCHES, LOCKS, AND OTHER OPERABLE PARTS ON DOORS AND GATES SHALL COMPLY WITH 11B-309.4 OPERATION. OPERABLE PARTS OF SUCH HARDWARE SHALL BE 34 INCHES MINIMUM AND 44 INCHES MAXIMUM ABOVE THE FINISH FLOOR OR GROUND. WHERE SLIDING DOORS ARE IN THE FULLY OPEN POSITION, OPERATING HARDWARE SHALL BE EXPOSED AND USABLE FROM BOTH SIDES. 39.THE FORCE FOR PUSHING OR PULLING OPEN A DOOR OR GATE OTHER THAN FIRE DOORS SHALL BE AS FOLLOWS: a.INTERIOR HINGED DOORS AND GATES: 5 POUNDS MAXIMUM. b.SLIDING OR FOLDING DOORS: 5 POUNDS MAXIMUM. c.REQUIRED FIRE DOORS: THE MINIMUM OPENING FORCE ALLOWABLE BY THE APPROPRIATE ADMINISTRATIVE AUTHORITY, NOT TO EXCEED 15 POUNDS. d.EXTERIOR HINGED DOORS: 5 POUNDS MAXIMUM. 40.SWINGING DOOR AND GATE SURFACES WITHIN 10 INCHES OF THE FINISH FLOOR OR GROUND MEASURED VERTICALLY SHALL HAVE A SMOOTH SURFACE ON THE PUSH SIDE EXTENDING THE FULL WIDTH OF THE DOOR OR GATE. PARTS CREATING HORIZONTAL OR VERTICAL JOINTS IN THESE SURFACES SHALL BE WITHIN 1/16 INCH OF THE SAME PLANE AS THE OTHER AND BE FREE OF SHARP OR ABRASIVE EDGES. CAVITIES CREATED BY ADDED KICK PLATES SHALL BE CAPPED. RAMPS 41.RAMP RUNS SHALL HAVE A RUNNING SLOPE NOT STEEPER THAN 1:12 (8.33%). 42.CROSS SLOPE OF RAMP RUNS SHALL NOT BE STEEPER THAN 1:48 (2.083%). 43.FLOOR OR GROUND SURFACES OF RAMP RUNS SHALL COMPLY WITH 11B-302 FLOOR OR GROUND SURFACES. CHANGES IN LEVEL OTHER THAN THE RUNNING SLOPE AND CROSS SLOPE ARE NOT PERMITTED ON RAMP RUNS. 44.THE CLEAR WIDTH OF A RAMP RUN SHALL BE 48 INCHES MINIMUM. 45.THE RISE FOR ANY RAMP RUN SHALL BE 30 INCHES MAXIMUM. 46.RAMPS SHALL HAVE LANDINGS AT THE TOP AND THE BOTTOM OF EACH RAMP RUN. 47.LANDINGS SHALL COMPLY WITH 11B-302 FLOOR OR GROUND SURFACES. CHANGES IN LEVEL ARE NOT PERMITTED. 48.THE LANDING CLEAR WIDTH SHALL BE AT LEAST AS WIDE AS THE WIDEST RAMP RUN LEADING TO THE LANDING. 49.TOP LANDINGS SHALL BE 60 INCHES WIDE MINIMUM. 50.THE LANDING CLEAR LENGTH SHALL BE 60 INCHES LONG MINIMUM. 51.BOTTOM LANDINGS SHALL EXTEND 72 INCHES MINIMUM IN THE DIRECTION OF RAMP RUN. 52.RAMPS THAT CHANGE DIRECTION BETWEEN RUNS AT LANDINGS SHALL HAVE A CLEAR LANDING 60 INCHES MINIMUM BY 72 INCHES MINIMUM IN THE DIRECTION OF DOWNWARD TRAVEL FROM THE UPPER RAMP RUN. 53.WHERE DOORWAYS ARE LOCATED ADJACENT TO A RAMP LANDING, MANEUVERING CLEARANCES REQUIRED BY 11B-404.2.4 AND 11B-404.3.2 SHALL BE PERMITTED TO OVERLAP THE REQUIRED LANDING AREA. DOORS, WHEN FULLY OPEN, SHALL NOT REDUCE THE REQUIRED RAMP LANDING WIDTH BY MORE THAN 3 INCHES. DOORS, IN ANY POSITION, SHALL NOT REDUCE THE MINIMUM DIMENSION OF THE RAMP LANDING TO LESS THAN 42 INCHES. 54.RAMP RUNS SHALL HAVE COMPLIANT HANDRAILS PER 11B-505 HANDRAILS. 55.EDGE PROTECTION COMPLYING WITH 11B-405.9.2 CURB OR BARRIER SHALL BE PROVIDED ON EACH SIDE OF RAMP RUNS AND AT EACH SIDE OF RAMP LANDINGS. (SEE EXCEPTIONS) 56.A CURB OR BARRIER SHALL BE PROVIDED THAT PREVENTS THE PASSAGE OF A 4 INCH DIAMETER SPHERE, WHERE ANY PORTION OF THE SPHERE IS WITHIN 4 INCHES OF THE FINISH FLOOR OR GROUND SURFACE. TO PREVENT WHEEL ENTRAPMENT, THE CURB OR BARRIER SHALL PROVIDE A CONTINUOUS AND UNINTERRUPTED BARRIER ALONG THE LENGTH OF THE RAMP. 57.LANDINGS SUBJECT TO WET CONDITIONS SHALL BE DESIGNED TO PREVENT THE ACCUMULATION OF WATER. HANDRAILS 58.HANDRAILS SHALL BE PROVIDED ON BOTH SIDES OF STAIRS AND RAMPS. 59.HANDRAILS SHALL BE CONTINUOUS WITHIN THE FULL LENGTH OF EACH STAIR FLIGHT OR RAMP RUN. INSIDE HANDRAILS ON SWITCHBACK OR DOGLEG STAIRS AND RAMPS SHALL BE CONTINUOUS BETWEEN FLIGHTS OR RUNS. 60.TOP OF GRIPPING SURFACES OF HANDRAILS SHALL BE 34 INCHES MINIMUM AND 38 INCHES MAXIMUM VERTICALLY ABOVE WALKING SURFACES, STAIR NOSINGS, AND RAMP SURFACES. HANDRAILS SHALL BE AT A CONSISTENT HEIGHT ABOVE WALKING SURFACES, STAIR NOSINGS, AND RAMP SURFACES. 61.CLEARANCE BETWEEN HANDRAIL GRIPPING SURFACES AND ADJACENT SURFACES SHALL BE 1½ INCHES MINIMUM. HANDRAILS MAY BE LOCATED IN A RECESS IF THE RECESS IS 3 INCHES MAXIMUM DEEP AND 18 INCHES MINIMUM CLEAR ABOVE THE TOP OF THE HANDRAIL. 62.HANDRAIL GRIPPING SURFACES SHALL BE CONTINUOUS ALONG THEIR LENGTH AND SHALL NOT BE OBSTRUCTED ALONG THEIR TOPS OR SIDES. THE BOTTOMS OF HANDRAIL GRIPPING SURFACES SHALL NOT BE OBSTRUCTED FOR MORE THAN 20 PERCENT OF THEIR LENGTHS. WHERE PROVIDED, HORIZONTAL PROJECTIONS SHALL OCCUR 1½ INCHES MINIMUM BELOW THE BOTTOM OF THE HANDRAIL-GRIPPING SURFACE. 63.HANDRAIL GRIPPING SURFACES WITH A CIRCULAR CROSS SECTION SHALL HAVE AN OUTSIDE DIAMETER OF 1¼ INCHES MINIMUM AND 2 INCHES MAXIMUM. 64.HANDRAIL GRIPPING SURFACES WITH A NON-CIRCULAR CROSS SECTION SHALL HAVE A PERIMETER DIMENSION OF 4 INCHES MINIMUM AND 6¼ INCHES MAXIMUM, AND A CROSS-SECTION DIMENSION OF 2¼ INCHES MAXIMUM. 65.HANDRAIL GRIPPING SURFACES SHALL EXTEND BEYOND AND IN THE SAME DIRECTION OF STAIR FLIGHTS AND RAMP RUNS IN ACCORDANCE WITH SECTION 11B-505.10 HANDRAIL EXTENSIONS. 66.RAMP HANDRAILS SHALL EXTEND HORIZONTALLY ABOVE THE LANDING FOR 12 INCHES MINIMUM BEYOND THE TOP AND BOTTOM OF RAMP RUNS. EXTENSIONS SHALL RETURN TO A WALL, GUARD, OR THE LANDING SURFACE, OR SHALL BE CONTINUOUS TO THE HANDRAIL OF AN ADJACENT RAMP RUN. 67.AT THE TOP OF A STAIR FLIGHT, HANDRAILS SHALL EXTEND HORIZONTALLY ABOVE THE LANDING FOR 12 INCHES MINIMUM BEGINNING DIRECTLY ABOVE THE FIRST RISER NOSING. EXTENSIONS SHALL RETURN TO A WALL, GUARD, OR THE LANDING SURFACE, OR SHALL BE CONTINUOUS TO THE HANDRAIL OF AN ADJACENT STAIR FLIGHT. 68.AT THE BOTTOM OF A STAIR FLIGHT, HANDRAILS SHALL EXTEND AT THE SLOPE OF THE STAIR FLIGHT FOR A HORIZONTAL DISTANCE EQUAL TO ONE TREAD DEPTH BEYOND THE LAST RISER NOSING. THE HORIZONTAL EXTENSION OF A HANDRAIL SHALL BE 12 INCHES LONG MINIMUM AND A HEIGHT EQUAL TO THAT OF THE SLOPING PORTION OF THE HANDRAIL AS MEASURED ABOVE THE STAIR NOSINGS. EXTENSION SHALL RETURN TO A WALL, GUARD, OR THE LANDING SURFACE, OR SHALL BE CONTINUOUS TO THE HANDRAIL OF AN ADJACENT STAIR FLIGHT. STAIRWAYS 69.A STAIR IS DEFINED AS A CHANGE IN ELEVATION, CONSISTING OF ONE OR MORE RISERS. 70.ALL STEPS ON A FLIGHT OF STAIRS SHALL HAVE UNIFORM RISER HEIGHTS AND UNIFORM TREAD DEPTHS. RISERS SHALL BE 4 INCHES HIGH MINIMUM AND 7 INCHES HIGH MAXIMUM. TREADS SHALL BE 11 INCHES DEEP MINIMUM. CURVED STAIRWAYS WITH WINDER TREADS ARE PERMITTED AT STAIRS WHICH ARE NOT PART OF A REQUIRED MEANS OF EGRESS. (SEE EXCEPTION) 71.OPEN RISERS ARE NOT PERMITTED. (SEE EXCEPTIONS) 72.INTERIOR STAIRS SHALL HAVE THE UPPER APPROACH AND LOWER TREAD MARKED BY A STRIPE PROVIDING CLEAR VISUAL CONTRAST. EXTERIOR STAIRS SHALL HAVE THE UPPER APPROACH AND ALL TREADS MARKED BY A STRIPE PROVIDING CLEAR VISUAL CONTRAST. THE STRIPE SHALL BE A MINIMUM OF 2 INCHES WIDE TO A MAXIMUM OF 4 INCHES WIDE PLACED PARALLEL TO, AND NOT MORE THAN 1 INCH FROM, THE NOSE OF THE STEP OR UPPER APPROACH. THE STRIPE SHALL EXTEND THE FULL WIDTH OF THE STEP OR UPPER APPROACH AND SHALL BE OF MATERIAL THAT IS AT LEAST AS SLIP RESISTANT AS THE OTHER TREADS OF THE STAIR. A PAINTED STRIPE SHALL BE ACCEPTABLE. GROOVES SHALL NOT BE USED TO SATISFY THIS REQUIREMENT. 73.THE RADIUS OF CURVATURE AT THE LEADING EDGE OF THE TREAD SHALL BE ½ INCH MAXIMUM. NOSINGS THAT PROJECT BEYOND RISERS SHALL HAVE THE UNDERSIDE OF THE LEADING EDGE CURVED OR BEVELED. RISERS SHALL BE PERMITTED TO SLOPE UNDER THE TREAD AT AN ANGLE OF 30 DEGREES MAXIMUM FROM VERTICAL. THE PERMITTED PROJECTION OF THE NOSING SHALL EXTEND 1¼ INCHES MAXIMUM OVER THE TREAD BELOW. (SEE EXCEPTION FOR EXISTING BUILDINGS) 74.STAIRS SHALL HAVE HANDRAILS COMPLYING WITH SECTION 11B-505 HANDRAILS. 75.STAIR TREADS AND LANDINGS SUBJECT TO WET CONDITIONS SHALL BE DESIGNED TO PREVENT THE ACCUMULATION OF WATER. 76.FLOOR IDENTIFICATION SIGNS REQUIRED BY CHAPTER 10, SECTION 1022.9 COMPLYING WITH SECTIONS 11B-703.1 SIGNS GENERAL, 11B-703.2 RAISED CHARACTERS, 11B-703.3 BRAILLE AND 11B-703.5 VISUAL CHARACTERS SHALL BE LOCATED AT THE LANDING OF EACH FLOOR LEVEL, PLACED ADJACENT TO THE DOOR ON THE LATCH SIDE, IN ALL ENCLOSED STAIRWAYS IN BUILDINGS TWO OR MORE STORIES IN HEIGHT TO IDENTIFY THE FLOOR LEVEL. AT THE EXIT DISCHARGE LEVEL, THE SIGN SHALL INCLUDE A RAISED FIVE POINTED STAR LOCATED TO THE LEFT OF THE IDENTIFYING FLOOR LEVEL. THE OUTSIDE DIAMETER OF THE STAR SHALL BE THE SAME AS THE HEIGHT OF THE RAISED CHARACTERS. CURB RAMPS, BLENDED TRANSITIONS AND ISLANDS 77.PERPENDICULAR RAMP RUNS SHALL HAVE A RUNNING SLOPE NOT STEEPER THAN 1:12 (8.33%). 78.FOR PERPENDICULAR RAMPS, WHERE PROVIDED, CURB RAMP FLARES SHALL NOT BE STEEPER THAN 1:10. 79.THE RUNNING SLOPE OF THE CURB RAMP SEGMENTS SHALL BE IN-LINE WITH THE DIRECTION OF SIDEWALK TRAVEL. RAMP RUNS SHALL HAVE A RUNNING SLOPE NOT STEEPER THAN 1:12 (8.33%). 80.A TURNING SPACE 48 INCHES MINIMUM BY 48 INCHES MINIMUM SHALL BE PROVIDED AT THE BOTTOM OF THE CURB RAMP. THE SLOPE OF THE TURNING SPACE IN ALL DIRECTIONS SHALL BE 1:48 MAXIMUM (2.083%). 81.BLENDED TRANSITION RAMPS HALL HAVE A RUNNING SLOPE NOT STEEPER THAN 1:20 (5%). 82.CURB RAMPS AND THE FLARED SIDES OF CURB RAMPS SHALL BE LOCATED SO THAT THEY DO NOT PROJECT INTO VEHICULAR TRAFFIC LANES, PARKING SPACES, OR PARKING ACCESS AISLES. CURB RAMPS AT MARKED CROSSINGS SHALL BE WHOLLY CONTAINED WITHIN THE MARKINGS, EXCLUDING ANY FLARED SIDES. 83.THE CLEAR WIDTH OF CURB RAMP RUNS (EXCLUDING ANY FLARED SIDES), BLENDED TRANSITIONS, AND TURNING SPACES SHALL BE 48 INCHES MINIMUM. 84.LANDINGS SHALL BE PROVIDED AT THE TOPS OF CURB RAMPS AND BLENDED TRANSITIONS (PARALLEL CURB RAMPS SHALL NOT BE REQUIRED TO COMPLY). THE LANDING CLEAR LENGTH SHALL BE 48 INCHES MINIMUM. THE LANDING CLEAR WIDTH SHALL BE AT LEAST AS WIDE AS THE CURB RAMP, EXCLUDING ANY FLARED SIDES, OR THE BLENDED TRANSITION LEADING TO THE LANDING. THE SLOPE OF THE LANDING IN ALL DIRECTIONS SHALL BE 1:48 (2.083%) MAXIMUM. 85.GRADE BREAKS AT THE TOP AND BOTTOM OF CURB RAMP RUNS SHALL BE PERPENDICULAR TO THE DIRECTION OF THE RAMP RUN. GRADE BREAKS SHALL NOT BE PERMITTED ON THE SURFACE OF RAMP RUNS AND TURNING SPACES. SURFACE SLOPES THAT MEET AT GRADE BREAKS SHALL BE FLUSH. 86.THE CROSS SLOPE OF CURB RAMPS AND BLENDED TRANSITIONS SHALL BE 1:48 (2.083%) MAXIMUM. 87.COUNTER SLOPES OF ADJOINING GUTTERS AND ROAD SURFACES IMMEDIATELY ADJACENT TO AND WITHIN 24 INCHES OF THE CURB RAMP SHALL NOT BE STEEPER THAN 1:20 (5%). THE ADJACENT SURFACES AT TRANSITIONS AT CURB RAMPS TO WALKS, GUTTERS, AND STREETS SHALL BE AT THE SAME LEVEL. 88.THE BOTTOM OF DIAGONAL CURB RAMPS SHALL HAVE A CLEAR SPACE 48 INCHES MINIMUM OUTSIDE ACTIVE TRAFFIC LANES OF THE ROADWAY. DIAGONAL CURB RAMPS PROVIDED AT MARKED CROSSINGS SHALL PROVIDE THE 48 INCHES MINIMUM CLEAR SPACE WITHIN THE MARKINGS. 89.CURB RAMPS AND BLENDED TRANSITIONS SHALL HAVE DETECTABLE WARNINGS COMPLYING WITH 11B-705 DETECTABLE WARNINGS. 90.RAISED ISLANDS IN CROSSINGS SHALL BE CUT THROUGH LEVEL WITH THE STREET OR HAVE CURB RAMPS AT BOTH SIDES. THE CLEAR WIDTH OF THE ACCESSIBLE ROUTE AT ISLANDS SHALL BE 60 INCHES WIDE MINIMUM. WHERE CURB RAMPS ARE PROVIDED, THEY SHALL COMPLY WITH 11B-406 CURB RAMPS, BLENDED TRANSITIONS AND ISLANDS. LANDINGS COMPLYING WITH 11B-406.5.3 LANDINGS AND THE ACCESSIBLE ROUTE SHALL BE PERMITTED TO OVERLAP. ISLANDS SHALL HAVE DETECTABLE WARNINGS COMPLYING WITH 11B-705 DETECTABLE WARNINGS AND DETECTABLE DIRECTIONAL TEXTURE. GENERAL SITE AND BUILDING ELEMENTS 91.WHERE PARKING SPACES ARE PROVIDED, ACCESSIBLE PARKING SPACES SHALL BE PROVIDED IN NUMBER AND KIND REQUIRED PER SECTION 11B-208 PARKING SPACES. 92.WHERE PASSENGER LOADING ZONES, DROP-OFF ZONES, AND/OR BUS STOPS ARE PROVIDED, ACCESSIBLE PASSENGER LOADING ZONES, DROP-OFF ZONES, AND/OR BUS STOPS ARE REQUIRED. 93.WHERE ELECTRIC VEHICLE CHARGING STATIONS (EVCS) ARE PROVIDED, THEY SHALL COMPLY WITH SECTION 11B-812 AS REQUIRED BY SECTION 11B-228.3. 94.EVCS COMPLYING WITH SECTION 11B-812 THAT SERVE A PARTICULAR BUILDING OR FACILITY SHALL BE LOCATED ON AN ACCESSIBLE ROUTE TO AN ENTRANCE COMPLYING WITH SECTION 11B-206.4. WHERE EVCS DO NOT SERVE A PARTICULAR BUILDING OR FACILITY, EVCS COMPLYING WITH SECTION 11B-812 SHALL BE LOCATED ON AN ACCESSIBLE ROUTE TO AN ACCESSIBLE PEDESTRIAN ENTRANCE OF THE EV CHARGING FACILITY. TOILET AND BATHING ROOM CLEARANCES 95.DOORS TO UNISEX TOILET ROOMS AND UNISEX BATHING ROOMS SHALL HAVE PRIVACY LATCHES. 96.MIRRORS LOCATED ABOVE THE LAVATORIES OR COUNTERTOPS SHALL BE INSTALLED WITHIN THE BOTTOM EDGE OF THE REFLECTING SURFACE 40 INCHES MAXIMUM ABOVE THE FINISH FLOOR OR GROUND. MIRRORS NOT LOCATED ABOVE THE LAVATORIES OR COUNTERTOPS SHALL BE INSTALLED WITH THE BOTTOM EDGE OF THE REFLECTING SURFACE 35 INCHES MAXIMUM ABOVE THE FINISH FLOOR OR GROUND. 97.COAT HOOKS SHALL BE LOCATED WITHIN ONE OF THE REACH RANGES SPECIFIED IN SECTION 11B-308. SHELVES SHALL BE LOCATED 40 INCHES MINIMUM AND 48 INCHES MAXIMUM ABOVE THE FINISH FLOOR. MEDICINE CABINETS SHALL BE LOCATED WITH A USABLE SHELF NO HIGHER THAN 44 INCHES MAXIMUM ABOVE THE FINISH FLOOR. 98.WHERE TOWEL OR SANITARY NAPKIN DISPENSERS, WASTE RECEPTACLES, OR OTHER ACCESSORIES ARE PROVIDED IN TOILET FACILITIES, AT LEAST ONE OF EACH TYPE SHALL BE LOCATED ON AN ACCESSIBLE ROUTE. ALL OPERABLE PARTS, INCLUDING COIN SLOTS, SHALL BE 40 INCHES MAXIMUM ABOVE THE FINISH FLOOR. BABY CHANGING STATIONS ARE NOT REQUIRED TO COMPLY WITH SECTION 11B-603.5 (SEE EXCEPTION) WATER CLOSETS AND TOILET COMPARTMENTS 99.FLUSH CONTROLS SHALL BE HAND OPERATED OR AUTOMATIC. HAND OPERATED FLUSH CONTROLS SHALL COMPLY WITH SECTION 11B-309.4 OPERATION EXCEPT THEY SHALL BE LOCATED 44 INCHES MAXIMUM ABOVE THE FLOOR. FLUSH CONTROLS SHALL BE LOCATED ON THE OPEN SIDE OF THE WATER CLOSET EXCEPT IN AMBULATORY ACCESSIBLE COMPARTMENTS COMPLYING WITH SECTION 11B-604.8.2 AMBULATORY ACCESSIBLE COMPARTMENTS. 100.TOILET PAPER DISPENSERS SHALL COMPLY WITH SECTION 11B-309.4 OPERATION AND SHALL BE 7 INCHES MINIMUM AND 9 INCHES MAXIMUM IN FRONT OF THE WATER CLOSET MEASURED TO THE CENTERLINE OF THE DISPENSER. THE OUTLET OF THE DISPENSER SHALL BE BELOW THE GRAB BAR, 19 INCHES MINIMUM ABOVE THE FINISH FLOOR AND SHALL NOT BE LOCATED BEHIND THE GRAB BARS. DISPENSERS SHALL NOT BE OF A TYPE THAT CONTROL DELIVERY OR THAT DOES NOT ALLOW CONTINUOUS PAPER FLOW. 101.SANITARY NAPKIN DISPOSAL UNITS, IF PROVIDED, SHALL COMPLY WITH SECTION 11B-309.4 AND SHALL BE WALL MOUNTED AND LOCATED ON THE SIDEWALL BETWEEN THE REAR WALL OF THE TOILET AND THE TOILET PAPER DISPENSER, ADJACENT TO THE TOILET PAPER DISPENSER. THE DISPOSAL UNIT SHALL BE LOCATED BELOW THE GRAB BAR WITH THE OPENING OF THE DISPOSAL UNIT 19 INCHES MINIMUM (483 MM) ABOVE THE FINISH FLOOR. 102.URINALS SHALL BE THE STALL-TYPE OR THE WALL-HUNG TYPE WITH THE RIM 17 INCHES MAXIMUM ABOVE THE FINISH FLOOR OR GROUND. URINALS SHALL BE 13½ INCHES DEEP MINIMUM MEASURED FROM THE OUTER FACE OF THE URINAL RIM TO THE BACK OF THE FIXTURE. 103.FLUSH CONTROLS SHALL BE HAND OPERATED OR AUTOMATIC. HAND OPERATED FLUSH CONTROLS SHALL COMPLY WITH SECTION 11B-309 OPERABLE PARTS EXCEPT THAT THE FLUSH CONTROL SHALL BE MOUNTED AT A MAXIMUM HEIGHT OF 44 INCHES ABOVE THE FINISH FLOOR. 104.FOR LAVATORIES AND SINKS, A CLEAR FLOOR SPACE COMPLYING WITH SECTION 11B-305 CLEAR FLOOR OR GROUND SURFACES, POSITIONED FOR A FORWARD APPROACH, AND KNEE AND TOE CLEARANCE COMPLYING WITH SECTION 11B-306 KNEE AND TOE CLEARANCE SHALL BE PROVIDED. 105.LAVATORIES AND SINKS SHALL BE INSTALLED WITH THE FRONT OF THE HIGHER OF THE RIM OR COUNTER SURFACE 34 INCHES MAXIMUM ABOVE THE FINISH FLOOR OR GROUND. SIGNS RELATED TO TOILETS AND BATHING FACILITIES 106.ENTRANCES LEADING TO TOILET ROOMS AND BATHING ROOMS COMPLYING WITH 11B-603 TOILET AND BATHING ROOMS SHALL BE IDENTIFIED BY A GEOMETRIC SYMBOL COMPLYING WITH 11B-703.7.2.6 TOILET AND BATHING ROOM GEOMETRIC SYMBOLS. WHERE EXISTING TOILET ROOMS OR BATHING ROOMS DO NOT COMPLY WITH 11B-603 TOILET AND BATHING ROOMS, DIRECTIONAL SIGNS INDICATING THE LOCATION OF THE NEAREST COMPLIANT TOILET ROOM OR BATHING ROOM WITHIN THE FACILITY SHALL BE PROVIDED. SIGNS SHALL COMPLY WITH 11B-703.5 VISUAL CHARACTERS AND SHALL INCLUDE THE INTERNATIONAL SYMBOL OF ACCESSIBILITY COMPLYING WITH 11B-703.7.2.1 ISA. WHERE EXISTING TOILET ROOMS OR BATHING ROOMS DO NOT COMPLY WITH 11B-603 TOILET AND BATHING ROOMS, THE TOILET ROOMS OR BATHING ROOMS COMPLYING WITH 11B-603 TOILET AND BATHING ROOMS SHALL BE IDENTIFIED BY THE INTERNATIONAL SYMBOL OF ACCESSIBILITY COMPLYING WITH 11B-703.7.2.1 ISA. WHERE CLUSTERED SINGLE USER TOILET ROOMS OR BATHING FACILITIES ARE PERMITTED TO USE EXCEPTIONS TO 11B-213.2 TOILET AND BATHING ROOMS, TOILET ROOMS OR BATHING FACILITIES COMPLYING WITH 11B-603 TOILET AND BATHING ROOMS SHALL BE IDENTIFIED BY THE INTERNATIONAL SYMBOL OF ACCESSIBILITY COMPLYING WITH 11B-703.7.2.1 ISA UNLESS ALL TOILET ROOMS AND BATHING FACILITIES COMPLY WITH 11B-603 TOILET AND BATHING ROOMS. EXISTING BUILDINGS THAT HAVE BEEN REMODELED TO PROVIDE SPECIFIC TOILET ROOMS OR BATHING ROOMS FOR PUBLIC USE THAT COMPLY WITH THESE BUILDING STANDARDS SHALL HAVE THE LOCATION OF AND THE DIRECTIONS TO THESE ROOMS POSTED IN OR NEAR THE BUILDING LOBBY OR ENTRANCE ON A SIGN COMPLYING WITH 11B-703.5 VISUAL CHARACTERS, INCLUDING THE INTERNATIONAL SYMBOL OF ACCESSIBILITY COMPLYING WITH 11B-703.7.2.1 ISA. 107.PICTOGRAMS SHALL COMPLY WITH THE FOLLOWING: a.PICTOGRAMS SHALL HAVE A FIELD HEIGHT OF 6 INCHES MINIMUM. CHARACTERS AND BRAILLE SHALL NOT BE LOCATED IN THE PICTOGRAM FIELD. b.PICTOGRAMS AND THEIR FIELD SHALL HAVE A NON-GLARE FINISH. PICTOGRAMS SHALL CONTRAST WITH THEIR FIELD WITH EITHER A LIGHT PICTOGRAM ON A DARK FIELD OR A DARK PICTOGRAM ON A LIGHT FIELD. c.PICTOGRAMS SHALL HAVE TEXT DESCRIPTORS LOCATED DIRECTLY BELOW THE PICTOGRAM FIELD. TEXT DESCRIPTORS SHALL COMPLY WITH 11B-703.2 RAISED CHARACTERS, 11B-703.3 BRAILLE AND 11B-703.4 INSTALLATION HEIGHT AND LOCATION. d.THE INSTALLATION HEIGHT AND LOCATION OF PICTOGRAM SIGNS SHALL BE PER 11B-703.4.1. 116.SYMBOLS SHALL COMPLY WITH THE FOLLOWING: a.DOORWAYS LEADING TO TOILET ROOMS AND BATHING ROOMS SHALL BE IDENTIFIED BY A GEOMETRIC SYMBOL COMPLYING WITH 11B-703.7.2.6 TOILET AND BATHING FACILITIES GEOMETRIC SYMBOLS. THE SYMBOL SHALL BE MOUNTED AT 58 INCHES MINIMUM AND 60 INCHES MAXIMUM ABOVE THE FINISH FLOOR OR GROUND SURFACE MEASURED FROM THE CENTERLINE OF THE SYMBOL. WHERE A DOOR IS PROVIDED, THE SYMBOL SHALL BE MOUNTED WITHIN 1 INCH OF THE VERTICAL CENTERLINE OF THE DOOR. 11B-703.7.2.6 (SEE EXCEPTION) b.A TRIANGLE SYMBOL SHALL BE LOCATED AT ENTRANCES TO MEN’S TOILET AND BATHING FACILITIES AND IT SHALL BE IDENTIFIED BY AN EQUILATERAL TRIANGLE, ¼ INCH THICK WITH EDGES 12 INCHES LONG AND A VERTEX POINTING UPWARD. THE TRIANGLE SYMBOL SHALL CONTRAST WITH THE DOOR, EITHER LIGHT ON A DARK BACKGROUND OR DARK ON A LIGHT BACKGROUND. c.A CIRCLE SYMBOL SHALL BE LOCATED AT ENTRANCES TO WOMEN’S TOILET AND BATHING FACILITIES AND IT SHALL BE IDENTIFIED BY A CIRCLE, ¼ INCH THICK AND 12 INCHES IN DIAMETER. THE CIRCLE SYMBOL SHALL CONTRAST WITH THE DOOR, EITHER LIGHT ON A DARK BACKGROUND OR DARK ON A LIGHT BACKGROUND. d.A COMBINED CIRCLE AND TRIANGLE SYMBOL SHALL BE LOCATED AT ENTRANCES TO UNISEX TOILET AND BATHING FACILITIES AND IT SHALL BE SHALL BE IDENTIFIED BY A CIRCLE, ¼ INCH THICK AND 12 INCHES IN DIAMETER WITH A ¼ INCH THICK TRIANGLE WITH A VERTEX POINTING UPWARD SUPERIMPOSED ON THE CIRCLE AND WITHIN THE 12-INCH DIAMETER. THE TRIANGLE SYMBOL SHALL CONTRAST WITH THE CIRCLE SYMBOL, EITHER LIGHT ON A DARK BACKGROUND OR DARK ON A LIGHT BACKGROUND. THE CIRCLE SYMBOL SHALL CONTRAST WITH THE DOOR, EITHER LIGHT ON A DARK BACKGROUND OR DARK ON A LIGHT BACKGROUND. FIRE ALARM SYSTEMS 117.WHERE FIRE ALARM SYSTEMS AND CARBON MONOXIDE ALARM SYSTEMS PROVIDE AUDIBLE ALARM COVERAGE, ALARMS SHALL COMPLY WITH 11B-215 FIRE ALARM SYSTEMS. §11B-215.1 (SEE EXCEPTION) 118.ALARMS IN PUBLIC USE AREAS AND COMMON USE AREAS SHALL COMPLY WITH 702 CHAPTER 9, SECTION 907.5.2.3.1. 119.WHERE EMPLOYEE WORK AREAS HAVE AUDIBLE ALARM COVERAGE, THE WIRING SYSTEM SHALL BE DESIGNED SO THAT VISIBLE ALARMS COMPLYING WITH 702 CHAPTER 9, SECTION 907.5.2.3.2 CAN BE INTEGRATED INTO THE ALARM SYSTEM. 120.FIRE ALARM SYSTEMS SHALL HAVE PERMANENTLY INSTALLED AUDIBLE AND VISIBLE ALARMS COMPLYING WITH NFPA 72 (1999 OR 2002 EDITION) (INCORPORATED BY REFERENCE, SEE “REFERENCED STANDARDS” IN CHAPTER 1), EXCEPT THAT THE MAXIMUM ALLOWABLE SOUND LEVEL OF AUDIBLE NOTIFICATION APPLIANCES COMPLYING WITH SECTION 4-3.2.1 OF NFPA 72 (1999 EDITION) SHALL HAVE A SOUND LEVEL NO MORE THAN 110 DB AT THE MINIMUM HEARING DISTANCE FROM THE AUDIBLE APPLIANCE. IN ADDITION, ALARMS IN GUEST ROOMS REQUIRED TO PROVIDE COMMUNICATION FEATURES SHALL COMPLY WITH SECTIONS 4-3 AND 4-4 OF NFPA 72 (1999 EDITION) OR SECTIONS 7.4 AND 7.5 OF NFPA 72 (2002 EDITION), AND CHAPTER 9, SECTIONS 907.5.2.1 AND 907.5.2.3. ASSISTED LISTENING SYSTEMS 121.ASSISTIVE LISTENING SYSTEMS SHALL BE PROVIDED IN ASSEMBLY AREAS, INCLUDING CONFERENCE AND MEETING ROOMS, USED FOR THE PURPOSE OF ENTERTAINMENT, EDUCATIONAL OR CIVIC GATHERINGS, OR SIMILAR PURPOSES. NOTE: ASSEMBLY AREAS INCLUDE, BUT ARE NOT LIMITED TO, CLASSROOMS, LECTURE HALLS, COURTROOMS, PUBLIC MEETING ROOMS, PUBLIC HEARING ROOMS, LEGISLATIVE CHAMBERS, MOTION PICTURE HOUSES, AUDITORIA, THEATERS, PLAYHOUSES, DINNER THEATERS, CONCERT HALLS, CENTERS FOR THE PERFORMING ARTS, AMPHITHEATERS, ARENAS, STADIUMS, GRANDSTANDS, OR CONVENTION CENTERS. 122.ASSISTIVE LISTENING SYSTEM SHALL PROVIDE AN AMPLIFICATION SYSTEM UTILIZING TRANSMITTERS, RECEIVERS, AND COUPLING DEVICES TO BYPASS THE ACOUSTICAL SPACE BETWEEN A SOUND SOURCE AND A LISTENER BY MEANS OF INDUCTION LOOP, RADIO FREQUENCY, INFRARED, OR DIRECT-WIRED EQUIPMENT. 123.WHERE A BUILDING CONTAINS MORE THAN ONE ASSEMBLY AREA UNDER ONE MANAGEMENT, THE TOTAL NUMBER OF REQUIRED RECEIVERS MAY BE CALCULATED USING THE TOTAL NUMBER OF SEATS IN THE ASSEMBLY AREAS PROVIDED THAT ALL RECEIVERS ARE USABLE WITH ALL SYSTEMS. 11B-219.3 (SEE EXCEPTION) 124.TWENTY-FIVE PERCENT MINIMUM OF RECEIVERS PROVIDED FOR ASSISTIVE LISTENING SYSTEMS, BUT NO FEWER THAN TWO, SHALL BE HEARING-AID COMPATIBLE EXCEPT WHEN ALL SEATS IN AN ASSEMBLY AREA ARE SERVED BY MEANS OF AN INDUCTION LOOP. 125.WHEN ASSISTIVE-LISTENING SYSTEMS ARE LIMITED TO SPECIFIC AREAS OR SEATS, SUCH AREAS OR SEATS SHALL BE WITHIN A 50-FOOT VIEWING DISTANCE OF THE STAGE OR PLAYING AREA AND SHALL HAVE A COMPLETE VIEW OF THE STAGE OR PLAYING AREA. 126.PERMANENTLY INSTALLED ASSISTIVE-LISTENING SYSTEMS ARE REQUIRED IN AREAS IF (1) THEY HAVE FIXED SEATING AND (2A) THEY ACCOMMODATE AT LEAST 50 PERSONS OR (2B) THEY HAVE AUDIO-AMPLIFICATION SYSTEMS, EXCEPT THOSE USED EXCLUSIVELY FOR PAGING AND/OR BACKGROUND MUSIC. 127.PORTABLE ASSISTIVE-LISTENING SYSTEMS MAY SERVE MORE THAN ONE CONFERENCE OR MEETING ROOMS IF AN ADEQUATE NUMBER OF ELECTRICAL OUTLETS OR OTHER SUPPLEMENTARY WIRING IS PROVIDED AND PERMANENTLY INSTALLED SYSTEMS ARE NOT REQUIRED. 128.RECEIVERS REQUIRED FOR USE WITH AN ASSISTIVE LISTENING SYSTEM SHALL INCLUDE A 1/8 INCH STANDARD MONO JACK. 129.RECEIVERS REQUIRED TO BE HEARING AID COMPATIBLE SHALL INTERFACE WITH TELECOILS IN HEARING AIDS THROUGH THE PROVISION OF NECK LOOPS. 130.ASSISTIVE LISTENING SYSTEMS SHALL BE CAPABLE OF PROVIDING A SOUND PRESSURE LEVEL FROM 110 – 118 DB WITH A DYNAMIC RANGE ON THE VOLUME CONTROL OF 50 DB. 131.SIGNAL-TO-NOISE RATIO FOR INTERNALLY GENERATED NOISE IN ASSISTIVE LISTENING SYSTEMS SHALL BE 18 DB MINIMUM. 132.PEAK CLIPPING SHALL NOT EXCEED 18 DB OF CLIPPING RELATIVE TO THE PEAKS OF SPEECH. Sheet Title: ISSUE DATE ISSUE FOR PLANCHECK 12.22.2025 All drawings and written material appearing herein constitute the original and unpublished work of MAD Studio and the same may not be duplicated, used or disclosed without the written consent of MAD Studio. Sheet No.: ISSUE DESCRIPTION ENGINEER/CONSULTANT ARCHITECT/ENGINEER STAMP 30 5 W 4 T H S T R E E T , S A N T A A N A , C A 9 2 7 0 1 CA F E OA S I S CLIENT www.madstudiola.com CITY STAMP Project Director: Project Designer: Project Tech: Project No:25030.300E.M. E.M. S.P. ISSUED FOR MEP 01.13.2026 ISSUED FOR PLAN CHECK COMMENTS- PLANNING DEPT.01.22.2026 ISSUED FOR PRICING 02.17.2026 ISSUED FOR PLAN CHECK COMMENTS - PLANNING DEPT.02.20.2026 ISSUED FOR COUNTY REVIEW 03.24.2026 ISSUED FOR ADDENDUM A 03.27.2026 ISSUED FOR BUILDING DEPT REVIEW 04.08.2026 ISSUED FOR BUILDING DEPT REVIEW - RESUBMITTAL 05.05.2026 ISSUED FOR BUILDING DEPT CORRECTIONS 05.20.2026 ID0.3 ACCESSIBILITY NOTES 1 SCALE N.T.S.ACCESSIBILITY SYMBOL INTERNATIONAL SYMBOL OF ACCESSIBILITY DISPLAYED AT PRIMARY ENTRANCE SYMBOL PROPORTIONS SCALE 1/2" = 1'-0"ACCESSIBLE DOOR CONSTRUCTION RUBBER BUMPER ON CHAIR 10 " M I N I M U M BO T T O M R A I L 1/ 4 " M A X . 1/ 2 " M A X . AT 1 : 2 S L O P E 1 2 3 SCALE NTSEXISTING SITEPLAN/PATH OF TRAVEL - FOR INFORMATION ONLY NO R T H B R O A D W A Y WEST 4TH STREET STREET LIGHT FIRE HYDRANT APN: 398-255-20 STREET LIGHT EXISTING ACCESSIBLE ROUTE, SEE DETAIL 3 (E)BACK FLOW DEVICE 2” WILKINS 975 XL2 SERIAL # ACP6882 4 DN UP DN UP UP (E) WOMENS RESTROOM 104OFFICE 111 OFFICE 110 (E) MENS RESTROOM 103 (E) OPEN OFFICE 106 (E) EXIT CORRIDOR - Sheet Title: ISSUE DATE ISSUE FOR PLANCHECK 12.22.2025 All drawings and written material appearing herein constitute the original and unpublished work of MAD Studio and the same may not be duplicated, used or disclosed without the written consent of MAD Studio. Sheet No.: ISSUE DESCRIPTION ENGINEER/CONSULTANT ARCHITECT/ENGINEER STAMP 30 5 W 4 T H S T R E E T , S A N T A A N A , C A 9 2 7 0 1 CA F E OA S I S CLIENT www.madstudiola.com CITY STAMP Project Director: Project Designer: Project Tech: Project No:25030.300E.M. E.M. S.P. ISSUED FOR MEP 01.13.2026 ISSUED FOR PLAN CHECK COMMENTS- PLANNING DEPT.01.22.2026 ISSUED FOR PRICING 02.17.2026 ISSUED FOR PLAN CHECK COMMENTS - PLANNING DEPT.02.20.2026 ISSUED FOR COUNTY REVIEW 03.24.2026 ISSUED FOR ADDENDUM A 03.27.2026 ISSUED FOR BUILDING DEPT REVIEW 04.08.2026 ISSUED FOR BUILDING DEPT REVIEW - RESUBMITTAL 05.05.2026 ISSUED FOR BUILDING DEPT CORRECTIONS 05.20.2026 ID0.5 EXISTING SITE PLAN/ PATH OR TRAVEL (FOR INFORMATION ONLY) 10 19 SCALE 3/8" = 1'-0"ACCESSIBLE MOUNTING HEIGHTS PAPER TOWEL/ TRASH RECEPTACLE 40 " M A X . 2' - 0 " 1' - 7 " MA X . HAND DRYER TOILET SEAT COVER DISPENSER SANITARY NAPKIN DISPOSAL TOILET PAPER DISPENSER MIRROR 2' - 9 " VARIES GRAB BAR SOAP DISPENSER SCALE 3/8" = 1'-0"ACCESSIBLE LAVATORY 48" MIN. NOTE: 1.OPERABLE PARTS SHALL BE OPERABLE WITH ONE HAND AND SHALL NOT REQUIRE TIGHT GRASPING, PINCHING, OR TWISTING OF THE WRIST. FORCE REQUIRED TO ACTIVATE OPERABLE PARTS SHALL BE 5 POUNDS MAXIMUM. 2.OPERABLE PARTS SHALL NOT BE FURTHER BACK FROM THE FRONT EDGE OF THE LAVATORY COUNTER THAN THE THE WHEEL CHAIR SPACE IS ALLOWED TO EXTEND BELOW. 30 " MI N 18 " MI N . PLAN VIEWSECTION VIEW 17" MIN. 19" MAX. 9" MI N . 8"MIN. KNEE CLR. 11" MIN. 34 " M A X . 29 " M I N . 27 " M I N . CLEAR FLOOR SPACE BOTTOM OF REFLECTIVE MIRROR SURFACE SHALL BE AT 40" AFF MAXIMUM HEIGHT 17" MIN. 19" MAX. 44 " M A X . HE I G H T O F OP E R A B L E PA R T S KNEE CLEARANCE IS REDUCED 1" IN DEPTH FOR 6" IN HEIGHT BETWEEN 9" TO 27" AFF. 6" MAX. PROVIDE INSULATION OR OTHER PROTECTION AT HOT WATER SUPPLY AND DRAIN PIPES. SEE NOTE 2 ABOVE SCALE 3/8" = 1'-0"ACCESSIBLE WATER CLOSET 36" MIN. 24"MIN.12" MIN. 33 " - 3 6 " 33 " - 3 6 " 17 " - 1 9 " 7" TO 9" WATER CLOSET FLOOR OR WALLMOUNTED 17" TO 18" 19 " M I N . CL TRANSFER SIDE SIDE WALL ELEVATION 24" MIN. REAR WALL ELEVATION NOTE: 1.GRAB BARS TO BE -1/4" TO 1-1/2" CLEARANCE TO FINISH WALL. 2.GRAB BARS SHALL HAVE BACKING AND BE DESIGNED TO SUPPORT A 250 POUND POINT LOAD. 3.FLUSH CONTROLS SHALL BE ACCESSIBLE FROM THE WIDE SISE OF THE TOILET. 4.FLOOR TO SLOPE 1/2" PER FOOT MAX. IN ANY DIRECTION. 5.FLOOR SURFACE TO BE NON-SLIP. 1 1/2" 42" MIN. AL L D I S P E N S E R S 4 0 " MA X . T O H I G H E S T OP E R A B L E P A R T 12" MAX. 33 " - 3 6 " A. F . F . T O T O P OF G R A B B A R 1-1/4"Ø TO 1-1/2"Ø SCALE 3/8" = 1'-0"ACCESSIBLE URINAL PLAN VIEWSECTION VIEW 48" MIN. 2'-0" 14" MIN. 1' - 0 " SE E E L E V A T I O N URINAL PARTITION CLEAR FLOOR SPACE30 " M I N . 17 " MA X . 44 " M A X . FLUSH VALVE RIM 18 " MI N . 24" MAX. 36 " M I N . 311 SCALE 1/4" = 1'-0"EXIST. MEN'S & WOMEN'S RESTROOM PLAN (FOR INFORMATION ONLY) 7'-3" 7' - 1 1 " 7' - 0 " 7'-2" 7' - 5 " 8' - 4 " 2'-0" 11" 9"5'-0" 5'-0" 48" x 60" CLR. 1'-6" 1'-6" 1'-8" 1'-8" 30" x 48" CLR. 30" x 48" CLR. 7 SCALE NTSACCESSIBLE RESTROOM IDENTIFICATION 58 " M I N . A N D 6 0 " M A X . FLR. FIN. CL 18" MIN. 18 " M I N . X: 6 0 " M A X . (S E E D E T . ' B ' ) Y: 4 8 " M I N . (S E E D E T . ' B ' ) EQ EQTACTILE SIGNAGE CENTERED ON TACTILE CHARACTERS 58 " M I N . A N D 6 0 " M A X . FLR. FIN. CLRESTROOM X: 6 0 " M A X . (S E E D E T . ' B ' ) Y: 4 8 " M I N . (S E E D E T . ' B ' ) (PLAN) UNISEX (ELEV.)MENS/WOMENS (ELEV.) UNISEX RESTROOM REFER TO GEOMETRIC SYMBOLS REFER TO 'TACTILE/BRAILLE SIGNAGE' (WOMEN) (MEN) WITHIN 1" L(C OF DOOR AT EITHER SIDE) UNISEX RESTROOM BASELINE OF THE LOWEST BRAILLE CELLS BASELINE OF THE HIGHEST LINE OF RAISED CHARACTERS X: 60" MAX. C OF SIGNL TACTILE/BRAILLE SIGNAGEGEOMETRIC SYMBOLS LC OF SIGN. SEE DETAIL 'A' (UNISEX) CL 1' - 0 " 1' - 0 " 1'- 0 " 1'-0" Y: 48" MAX. 1.PICTOGRAMS NOT REQUIRED ON SYMBOLS OR TACTILE SIGNAGE. 2.GENDER SPECIFIC GEOMETRIC SYMBOLS (I.E. MEN, WOMEN) APPLY ONLY TO MULTI-ACCOMMODATION RESTROOMS. A SANITARY FACILITY THAT IS NOT SPECIFICALLY IDENTIFIED AS FOR "MEN" OR "WOMEN" SHALL BE IDENTIFIED AS A "UNISEX" FACILITY. THE "UNISEX" SYMBOL IS THE ONLY SPECIFIC INDICATOR REQUIRED TO BE PROVIDED BY CHAPTER 11B FOR A TOILET FACILITY THAT IS AVAILABLE FOR USE BY ALL INDIVIDUALS. NO PICTOGRAM, TEXT, OR BRAILLE IS REQUIRED ON THE SYMBOL. 3.PROVIDE TACTILE/BRAILLE SIGNAGE: USER SIGN STATEMENT AS - "UNISEX RESTROOM", "ALL GENDER RESTROOM", "RESTROOM", "MEN", "WOMEN". REFER TO GEOMETRIC SYMBOLS REFER TO 'TACTILE/BRAILLE SIGNAGE' Sheet Title: ISSUE DATE ISSUE FOR PLANCHECK 12.22.2025 All drawings and written material appearing herein constitute the original and unpublished work of MAD Studio and the same may not be duplicated, used or disclosed without the written consent of MAD Studio. Sheet No.: ISSUE DESCRIPTION ENGINEER/CONSULTANT ARCHITECT/ENGINEER STAMP 30 5 W 4 T H S T R E E T , S A N T A A N A , C A 9 2 7 0 1 CA F E OA S I S CLIENT www.madstudiola.com CITY STAMP Project Director: Project Designer: Project Tech: Project No:25030.300E.M. E.M. S.P. ISSUED FOR MEP 01.13.2026 ISSUED FOR PLAN CHECK COMMENTS- PLANNING DEPT.01.22.2026 ISSUED FOR PRICING 02.17.2026 ISSUED FOR PLAN CHECK COMMENTS - PLANNING DEPT.02.20.2026 ISSUED FOR COUNTY REVIEW 03.24.2026 ISSUED FOR ADDENDUM A 03.27.2026 ISSUED FOR BUILDING DEPT REVIEW 04.08.2026 ISSUED FOR BUILDING DEPT REVIEW - RESUBMITTAL 05.05.2026 ISSUED FOR BUILDING DEPT CORRECTIONS 05.20.2026 ID0.6 EXISTING RESTROOMS (FOR INFORMATION ONLY) DN DN UP DN UP EXISTING STAIRS, HANDRAILS & GUARDRAILS MATCH EXISTING GUARDRAIL EXISTING STAIRS, HANDRAILS & GUARDRAILS EXISTING SHAFT OPEN TO BELOW OPEN TO BELOW (E) OPEN OFFICE - DN DN CNTR TOP W/ BAR SINK W/ GARB. DISP & UNDERCOUNTER REFIG. EXISTING SHAFT EXISTING STAIR, HANDRAIL & GUARDRAIL EXISTING SHAFT EXISTING STAIR, HANDRAIL & GUARDRAIL OPEN TO BELOW OPEN TO BELOW (E) OPEN OFFICE - (E) OPEN OFFICE - TC S (E) STORAGE - (E) BREAK ROOM - (E) MEN'S - (E) WOMEN'S - (E) STORAGE - DN UP DN UP UP (E) WOMENS RESTROOM 104OFFICE 111 OFFICE 110 (E) MENS RESTROOM 103 (E) OPEN OFFICE 106 (E) EXIT CORRIDOR - 10 3 CAFE 101 BOH 102 LOBBY 100 105 STORAGE 105 11 0 91 ' - 0 " TR A V E L D I S T A N C E ( + C P o f E ) 32 ' - 0 " C O M M O N PA T H O F E G R E S S 33'-0" COMMON PATH OF EGRESS 61 ' - 0 " C O M M O N PA T H O F E G R E S S 81 ' - 0 " ( T O T A L D I S T A N C E T R A V E L E D : 1 1 3 ' - 0 " ) TR A V E L D I S T A N C E ( + C P o f E ) 3' - 0 " 3'-0" OL:31 MIN. WIDTH: 32" 3'-0" OC:32 MIN. WIDTH: 32" 88 ' - 0 " ( T O T A L D I S T A N C E T R A V E L E D : 2 1 1 ' - 0 " ) TR A V E L D I S T A N C E ( + C P o f E ) ALL TOTAL DISTANCE TRAVELED <300' PER CBC TABLE 1017.2 EXISTING LIGHT WELL 67 ' - 0 " ( T O T A L D I S T A N C E T R A V E L E D : 1 2 8 ' - 0 " ) TR A V E L D I S T A N C E ( + C P o f E ) 59 ' - 0 " ( T O T A L D I S T A N C E T R A V E L E D : 9 2 ' - 0 " ) TR A V E L D I S T A N C E ( + C P o f E ) Sheet Title: ISSUE DATE ISSUE FOR PLANCHECK 12.22.2025 All drawings and written material appearing herein constitute the original and unpublished work of MAD Studio and the same may not be duplicated, used or disclosed without the written consent of MAD Studio. Sheet No.: ISSUE DESCRIPTION ENGINEER/CONSULTANT ARCHITECT/ENGINEER STAMP 30 5 W 4 T H S T R E E T , S A N T A A N A , C A 9 2 7 0 1 CA F E OA S I S CLIENT www.madstudiola.com CITY STAMP Project Director: Project Designer: Project Tech: Project No:25030.300E.M. E.M. S.P. ISSUED FOR MEP 01.13.2026 ISSUED FOR PLAN CHECK COMMENTS- PLANNING DEPT.01.22.2026 ISSUED FOR PRICING 02.17.2026 ISSUED FOR PLAN CHECK COMMENTS - PLANNING DEPT.02.20.2026 ISSUED FOR COUNTY REVIEW 03.24.2026 ISSUED FOR ADDENDUM A 03.27.2026 ISSUED FOR BUILDING DEPT REVIEW 04.08.2026 ISSUED FOR BUILDING DEPT REVIEW - RESUBMITTAL 05.05.2026 ISSUED FOR BUILDING DEPT CORRECTIONS 05.20.2026 KEYNOTESSHEET NOTES OCCUPANCY ANALYSIS 1.ALL AISLES SERVING AS THE PATH OF EGRESS ACCESS IN THE MEANS OF EGRESS SYSTEMS SHALL COMPLY WITH THE REQUIREMENTS OF THE 2022 CBC CHAPTER 10. THE MINIMUM CLEAR WIDTH OF ALL AISLES IS 44" CLEAR. 2.EXIT DOORS SHALL BE OPERABLE FROM THE INSIDE WITHOUT THE USE OF A KEY, TOOL, OR SPECIAL KNOWLEDGE OR EFFORT. SPECIAL LOCKING DEVICES SHALL BE AN APPROVED TYPE (CBC CHAPTER 10). 3.EXIT DOORS SHALL SWING IN THE DIRECTION OF PATH OF TRAVEL WHEN SERVING AN OCCUPANT LOAD OF MORE THAN 49 OCCUPANTS (CBC CHAPTER 10). 4.TWO (2) EXITS ARE REQUIRED WHEN SERVING AN OCCUPANT LOAD OF MORE THAN 49 OCCUPANTS (CBC CHAPTER 10). 5.THE MINIMUM CLEAR WIDTH OF A DOOR SHALL NOT BE LESS THAN 32" (CBC CHAPTER 10). 6.EGRESS SHALL NOT PASS THROUGH KITCHENS, STORAGE ROOMS, CLOSETS OR SPACES USED FOR SIMILAR PURPOSES. 7.COMMON PATH OF EGRESS TRAVEL IN GROUP B SHALL BE A MAXIMUM OF 75 FEET, OR A MAXIMUM OF 100 FEET IF THE BUILDING IS EQUIPPED THROUGHOUT WITH AN AUTOMATIC SPRIINKLER SYSTEM (CBC CHAPTER 10). 8.EXIT ACCESS TRAVEL DISTANCE IN GROUP B SHALL BE A MAXIMUM OF 200 FEET OR A MAXIMUM OF 300 FEET IF THE BUILDING IS EQUIPPED THROUGHOUT WITH AN AUTOMATIC SPRINKLER SYSTEM (CBC CHAPTER 10). 9.DEAD ENDS IN CORRIDORS IN GROUP B SHALL NOT EXCEED 20 FEET, OR 50 FEET IF THE BUILDING IS EQUIPPED THROUGHOUT WITH AN AUTOMATIC SPRINKLER SYSTEM (CBC CHAPTER 10). 10.MEANS OF EGRESS SHALL BE ILLUMINATED AT A MINIMUM INTENSITY OF 1 FOOT-CANDLE AT THE FLOOR LEVEL. 11.MEANS OF EGRESS ILLUMINATION SHALL BE PROVIDED FROM AN EMERGENCY POWER SYSTEM. EXISTING 'B' OCCUPANCY TO REMAIN, NO CHANGE IN USE. SECOND LEVEL 1,928 S.F. @ 150 GROSS = 13 OCC. MEZZANINE LEVEL 491 S.F. @ 150 GROSS = 03 OCC. FIRST LEVEL 1,903 S.F. @ 150 GROSS = 13 OCC. LOBBY ASSEMBLY 313 S.F. @ 15 GROSS = 20 OCC. BASEMENT LEVEL 2,057 S.F. @ 150 GROSS = 14 OCC. EXITS REQUIRED: 2 EXITS PROVIDED: 2 TOTAL - (±) 6,461 S.F. = 63 OCC. 1 PER CURRENT CBC EXCEPTION 303.1.2 SMALL ASSEMBLY SPACES. THE FOLLOWING ROOMS AND SPACES SHALL NOT BE CLASSIFIED AS ASSEMBLY OCCUPANCIES ID0.7 OCCUPANCY & EGRESS PLAN SCALE : NORTH OCCUPANCY AND EGRESS PLAN 1/8" = 1'-0" SCALE : NORTH (E) SECOND FLR - (NIC) 1/8" = 1'-0"SCALE : NORTH (E) MEZZANINE - (NIC) 1/8" = 1'-0"SCALE : NORTH FIRST FLOOR 1/8" = 1'-0"SCALE : NORTH (E) BASEMENT - (NIC) 1/8" = 1'-0" EXISTING 'B' OCCUPANCY TO REMAIN, NO CHANGE IN USE. SUITE 100 - SECOND LEVEL 1,928 S.F. @ 150 GROSS = 13 OCC. EXISTING 'B' OCCUPANCY TO REMAIN, NO CHANGE IN USE. SUITE 100 - MEZZANINE LEVEL 491 S.F. @ 150 GROSS = 03 OCC. EXISTING 'B' OCCUPANCY TO REMAIN, NO CHANGE IN USE. FIRST LEVEL 1,903 S.F. @ 150 GROSS = 13 OCC. LOBBY ASSEMBLY 313 S.F. @ 15 GROSS = 20 OCC. TOTAL - (±) 2,216 S.F. = 33 OCC. EXISTING 'B' OCCUPANCY TO REMAIN, NO CHANGE IN USE. SUITE 100 - BASEMENT LEVEL 2,057 S.F. @ 150 GROSS = 14 OCC. CAFE SEATING AREA AT LOBBY - (±) 215 S.F. <10% OF TOTAL FLOOR AREA TOTAL 1ST FLOOR AREA - (±) 2,216 S.F. DN UP DN UP UP (E) WOMENS RESTROOM 104OFFICE 111 OFFICE 110 (E) MENS RESTROOM 103 (E) OPEN OFFICE 106 (E) EXIT CORRIDOR - (D) (D)(D) (D) (E) (E) (E) (E) (E) (E) DN UP DN UP UP (E) WOMENS RESTROOM 104OFFICE 111 OFFICE 110 (E) MENS RESTROOM 103 (E) OPEN OFFICE 106 (E) EXIT CORRIDOR - OPEN TO ABOVE (E) (E) (D) DN UP DN UP UP (E) WOMENS RESTROOM 104OFFICE 111 OFFICE 110 (E) MENS RESTROOM 103 (E) OPEN OFFICE 106 (E) EXIT CORRIDOR - DN UP DN UP UP (E) WOMENS RESTROOM 104OFFICE 111 OFFICE 110 (E) MENS RESTROOM 103 (E) OPEN OFFICE 106 (E) EXIT CORRIDOR - (E) (E) Sheet Title: ISSUE DATE ISSUE FOR PLANCHECK 12.22.2025 All drawings and written material appearing herein constitute the original and unpublished work of MAD Studio and the same may not be duplicated, used or disclosed without the written consent of MAD Studio. Sheet No.: ISSUE DESCRIPTION ENGINEER/CONSULTANT ARCHITECT/ENGINEER STAMP 30 5 W 4 T H S T R E E T , S A N T A A N A , C A 9 2 7 0 1 CA F E OA S I S CLIENT www.madstudiola.com CITY STAMP Project Director: Project Designer: Project Tech: Project No:25030.300E.M. E.M. S.P. ISSUED FOR MEP 01.13.2026 ISSUED FOR PLAN CHECK COMMENTS- PLANNING DEPT.01.22.2026 ISSUED FOR PRICING 02.17.2026 ISSUED FOR PLAN CHECK COMMENTS - PLANNING DEPT.02.20.2026 ISSUED FOR COUNTY REVIEW 03.24.2026 ISSUED FOR ADDENDUM A 03.27.2026 ISSUED FOR BUILDING DEPT REVIEW 04.08.2026 ISSUED FOR BUILDING DEPT REVIEW - RESUBMITTAL 05.05.2026 ISSUED FOR BUILDING DEPT CORRECTIONS 05.20.2026 KEYNOTESSHEET NOTES LEGEND 1.REFER TO SHEET ID0.1 FOR GENERAL DEMOLITION NOTES. 2.REFER TO PARTITION PLAN FOR EXTENT OF DEMOLITION. 3.REFER TO ENGINEER'S DRAWINGS FOR ADDITIONAL DEMOLITION SCOPE. 4.THE GENERAL CONTRACTOR SHALL VISIT AND WALK THE PROJECT SITE PRIOR TO DETERMINING THE EXTENT OF DEMOLITION WORK TO BE DONE. 5.ALL TRADES TO INSPECT EXISTING SITE CONDITIONS PRIOR TO SUBMITTING BIDS. CONTRACTOR TO NOTIFY MAD OF ANY CONFLICT BETWEEN EXISTING CONDITIONS AND THE DRAWINGS. 6.THE GENERAL CONTRACTOR SHALL PATCH AND REPAIR EXISTING WALLS TO REMAIN WHERE DEMOLITION OCCURS AND PREP WALLS TO RECEIVE NEW FINISHES AS INDICATED ON FINISH PLAN(S) AND/OR SCHEDULE(S). 7.ALL DEMOLISHED DOORS, FRAMES AND DOOR HARDWARE TO BE SAVED AND STORED FOR POSSIBLE RE-USE. 8.ALL EXISTING POWER AND DATA RECEPTACLES AND ASSOCIATED WIRING ARE TO REMAIN, U.O.N. THE GENERAL CONTRACTOR SHALL VERIFY IN THE FIELD THE LOCATION AND FUNCTIONAL CAPACITY OF ALL EXISTING TO REMAIN OUTLETS AND NOTIFY THE DESIGNER OF ANY DISCREPANCIES BETWEEN THE DRAWINGS AND EXISTING CONDITIONS. 9.WHERE PARTITIONS ARE DEMOLISHED, REMOVE ALL TELEPHONE, POWER, DATA RECEPTACLES, ETC AND ALL ASSOCIATED WIRING ALL THE WAY BACK TO THE ORIGINATING SOURCE. 10.WHERE EXISTING PLUMBING FIXTURES ARE REMOVED, CAP-OFF EXISTING PLUMBING LINES AT THE SOURCE. 11.ALL EXISTING FLOOR CORES AND ASSOCIATED WIRING NOTED TO BE REMOVED SHALL BE TERMINATED ALL THE WAY BACK TO ITS ORIGINATING SOURCE. FILL-IN CONCRETE SLAB WHERE OUTLETS ARE REMOVED. 12.GENERAL CONTRACTOR TO VERIFY EXISTING WALL BASE HEIGHT AND SKIM WALL AS REQUIRED TO RECEIVE NEW WALL BASE. 13.IN ALL AREAS WHERE DEMOLITION (REMOVAL OF TILE, CARPETING, TACKLESS, PARTITIONS, ETC.) CAUSES AN UNEVENNESS IN SLAB, THE CONTRACTOR SHALL PATCH/REPAIR/PREP THE SLAB FOR A SMOOTH LEVEL FLOOR TO RECEIVE NEW FLOOR FINISHES. 14.CONTRACTOR SHALL DEMO AND REMOVE ALL ABANDONED CABLING IN THE CEILING TO THE POINT OF ORIGIN AS REQUIRED BY LOCAL GOVERNING ELECTRICAL CODES, INCLUDING BUT NOT LIMITED TO THE FOLLOWING; PHONE CABLE, COAXIAL CABLE, TV CABLE, LOW VOLTAGE CABLE, AND CONTROL WIRING NOT BEING UTILIZED. 15.CONTRACTOR SHALL INSTALL FILTERS IN THE MAIN RETURN HVAC TRUNK WHILE IN CONSTRUCTION. 16.CONTRACTOR SHALL PATCH AND/OR REPAIR ALL EXISTING WALLS, COLUMNS, SILLS, ETC. WHICH ARE DAMAGED OR EFFECTED BY DEMOLITION. EXISTING PARTITIONS SHALL BE EQUAL TO NEW. REFLECTED CEILING DEMOLITION NOTES 17.REFER TO SHEET ID0.1 FOR GENERAL DEMOLITION NOTES AND ID0.2 FOR GENERAL REFLECTED CEILING NOTES. REFER TO SHEET ID1.0 FOR (FLOOR) DEMOLITION PLAN. 18.REFER TO REFLECTED CEILING PLAN FOR EXTENT OF CEILING DEMOLITION. 19.REFER TO ENGINEER'S DRAWINGS FOR ADDITIONAL DEMOLITION SCOPE. 20.ALL DEMOLISHED CEILING FIXTURES (LIGHTS, EXIT SIGNS, ETC) ARE TO BE SAVED AND STORED FOR POSSIBLE RE-USE. 21.ALL DEMOLISHED CEILING GRID AND TILES ARE TO BE SAVED, AND STORED FOR POSSIBLE RE-USE. 22.CONTRACTOR SHALL DEMO AND REMOVE ALL ABANDONED CABLING IN THE CEILING TO THE POINT OF ORIGIN AS REQUIRED BY CITY OF LOS ANGELES ELECTRICAL CODES, INCLUDING BUT NOT LIMITED TO THE FOLLOWING; PHONE CABLE, COAXIAL CABLE, TV CABLE, LOW VOLTAGE CABLE, AND CONTROL WIRING NOT BEING UTILIZED. 23.CONTRACTOR SHALL INSTALL FILTERS IN THE MAIN RETURN HVAC TRUNK WHILE IN CONSTRUCTION. 24.CONTRACTOR SHALL PATCH AND/OR REPAIR ALL EXISTING WALLS, COLUMNS, SILLS, ETC. WHICH ARE DAMAGED OR EFFECTED BY DEMOLITION. EXISTING PARTITIONS SHALL BE EQUAL TO NEW. SYMBOL DESCRIPTION SYMBOL DESCRIPTION SCALE : NORTH DEMOLITION PLAN 1/8" = 1'-0" ID1.0 DEMOLITION PLAN AND REFLECTED CEILING DEMOLITION PLAN EXISTING PARTITION TO REMAIN EXISTING PARTITION TO BE REMOVED SHADED AREA INDICATES PORTION OF BUILDING NOT INCLUDED IN SCOPE OF WORK (NIC) EXISTING DOOR TO BE REMOVED DENOTES EXISTING TO BE REMOVED(D) DENOTES EXISTING TO BE ABANDONED(A) DENOTES EXISTING TO REMAIN(E) EXISTING DOOR TO REMAIN EXISTING GYPSUM BOARD CEILING TO REMAIN EXISTING ACOUSTICAL CEILING TILE SYSTEM TO REMAIN EXISTING ACOUSTICAL CEILING TILE SYSTEM TO BE REMOVED EXISTING GYPSUM BOARD CEILING TO BE REMOVED DENOTES EXISTING TO BE REMOVED(D) DENOTES EXISTING TO BE ABANDONED(A) DENOTES EXISTING TO REMAIN(E) DENOTES EXISTING TO BE RELOCATED(R) SCALE : NORTH REFLECTED CEILING DEMOLITION PLAN 1/8" = 1'-0" DN UP DN UP UP (E) WOMENS RESTROOM 104OFFICE 111 OFFICE 110 (E) MENS RESTROOM 103 (E) OPEN OFFICE 106 (E) EXIT CORRIDOR - CAFE 101 BOH 102 LOBBY 100 STORAGE 105 DN UP DN UP UP (E) WOMENS RESTROOM 104OFFICE 111 OFFICE 110 (E) MENS RESTROOM 103 (E) OPEN OFFICE 106 (E) EXIT CORRIDOR - CAFE 101 BOH 102 LOBBY 100 STORAGE 105 (E) (E) (E) (E) (E) (E) DN UP DN UP UP (E) WOMENS RESTROOM 104OFFICE 111 OFFICE 110 (E) MENS RESTROOM 103 (E) OPEN OFFICE 106 (E) EXIT CORRIDOR - OPEN TO ABOVE (E) (E) F1 F1 F2F2 F1 F1 F3F4 F3 F3 10 13 ID5.2 TYP. 6'-6"3'-4" 4' - 1 " 4' - 4 " 3'-4" 2'-6" 3' - 2 " 2'-0" 6'-3" 3'- 0 " 1' - 6 " 2'-0" 4'-10" 1' - 6 " 2'- 1 " 4'- 2 " 1'-6" 7'-6" 11 11 11 11 12 12 12 1313 13 13 1 1 DN UP DN UP UP (E) WOMENS RESTROOM 104OFFICE 111 OFFICE 110 (E) MENS RESTROOM 103 (E) OPEN OFFICE 106 (E) EXIT CORRIDOR - CAFE 101 BOH 102 LOBBY 100 STORAGE 105 DN UP DN UP UP (E) WOMENS RESTROOM 104OFFICE 111 OFFICE 110 (E) MENS RESTROOM 103 (E) OPEN OFFICE 106 (E) EXIT CORRIDOR - CAFE 101 BOH 102 LOBBY 100 STORAGE 105 DN UP DN UP UP (E) WOMENS RESTROOM 104OFFICE 111 OFFICE 110 (E) MENS RESTROOM 103 (E) OPEN OFFICE 106 (E) EXIT CORRIDOR - 7'-2" 14 ' - 1 " 3'-0" 80° 3' - 0 " 7' - 4 " 4'-0"100 ° 11 ' - 1 1 " 3'- 4 " 21 ' - 5 " 3' - 0 " ±2 5 ' - 0 " 1'-6" 4'-8" 4'-0" 6' - 7 " 6'-8" 12 ' - 1 " R3'- 0 " 5' - 0 " M I N . - ID4.0 - ID4.0 3C ID4.0 3A ID4.0 - ID4.0 C1 C1 C1 C2 C2 C1 C1 S I M . 1 ID4.0 2A ID4.0 2B ID4.0 3C ID4.0 3B ID4.0 5' - 9 " 2'-8" 1' - 1 " P 2' - 4 " 1'-6" 2'-2" 2'-6" 2'- 1 1 " C3 C3 2'-7" 2' - 7 " 4 ID4.0 C D A B - 4 ID4.0 A D C B SIM. 1 1 Sheet Title: ISSUE DATE ISSUE FOR PLANCHECK 12.22.2025 All drawings and written material appearing herein constitute the original and unpublished work of MAD Studio and the same may not be duplicated, used or disclosed without the written consent of MAD Studio. Sheet No.: ISSUE DESCRIPTION ENGINEER/CONSULTANT ARCHITECT/ENGINEER STAMP 30 5 W 4 T H S T R E E T , S A N T A A N A , C A 9 2 7 0 1 CA F E OA S I S CLIENT www.madstudiola.com CITY STAMP Project Director: Project Designer: Project Tech: Project No:25030.300E.M. E.M. S.P. ISSUED FOR MEP 01.13.2026 ISSUED FOR PLAN CHECK COMMENTS- PLANNING DEPT.01.22.2026 ISSUED FOR PRICING 02.17.2026 ISSUED FOR PLAN CHECK COMMENTS - PLANNING DEPT.02.20.2026 ISSUED FOR COUNTY REVIEW 03.24.2026 ISSUED FOR ADDENDUM A 03.27.2026 ISSUED FOR BUILDING DEPT REVIEW 04.08.2026 ISSUED FOR BUILDING DEPT REVIEW - RESUBMITTAL 05.05.2026 ISSUED FOR BUILDING DEPT CORRECTIONS 05.20.2026 SHEET NOTES LEGEND SYMBOL DESCRIPTION DETAIL SYMBOL DESCRIPTION DETAIL 1.REFER TO SHEET ID0.1 FOR GENERAL PARTITION NOTES. 2.ALL NEW PARTITIONS SHALL BE TYPE "B1", U.O.N. 3.ALL WORK SHALL BE CONSTRUCTED TO FULLY COMPLY WITH LOCAL BUILDING CODES, INCLUDING BUILDING AND SAFETY, FIRE/LIFE SAFETY AND ADA REQUIREMENTS. 4.REFER TO DETAIL 1/ID5.1 FOR TYPICAL CORNER AND JOINT DETAILS AT DRYWALL PARTITIONS 5.REFER TO SHEETS ID3.0 FOR DOOR, HARDWARE SCHEDULE, FIXTURE SCHEDULE, AND EQUIPMENT SCHEDULE. 6.PROVIDE SUPPORT BACKING AT ALL NEW AND EXISTING PARTITIONS THAT ARE TO RECEIVE NEW MILLWORK, WALL-MOUNTED TELEVISIONS, MONITORS AND/OR MARKER BOARDS, U.O.N. ON PLAN. REFER TO DETAIL 3/ID6.0 FOR TYPICAL BRACING DETAIL. 7.ALL DIMENSIONS ARE FROM FACE OF FINISH TO FACE OF FINISH, U.O.N. 8.THE GENERAL CONTRACTOR SHALL VERIFY ALL ALIGNMENTS IN THE FIELD. IF MISALIGNMENT OF EXISTING ELEMENTS SHOULD OCCUR, THE GENERAL CONTRACTOR SHALL VERIFY THE OPTION OF FURRING PARTITION(S) AS NECESSARY TO PROVIDE THE REQUIRED ALIGNMENT. 9.WHERE ALIGNMENTS BETWEEN TWO ELEMENTS ARE CRITICAL, TOLERANCE FOR SUCH ALIGNMENT SHALL NOT EXCEED 14" IN 10'-0". 10.REPAIR/PREP ALL EXISTING PARTITIONS, DOORS FRAMES, ETC SCHEDULED TO RECEIVE A NEW FINISH. 11.LEVEL OR "FLOAT" EXISTING FLOOR SLAB WHERE REQUIRED FOR LEVEL FINISH AND APPEARANCE. 12.GENERAL CONTRACTOR TO VERIFY EXISTING WALL BASE HEIGHT AND SKIM WALL AS REQUIRED TO RECEIVE NEW WALL BASE. 13.PROVIDE TACTILE EXIT SIGNS AS REQUIRED BY THE INSPECTOR. 14.DOOR OPENINGS IN GYPSUM BOARD PARTITIONS NOT DIMENSIONED ARE TO BE LOCATED IN CENTER OF ROOM OR 4" FROM ADJOINING PARTITION, U.O.N. 15.UNLESS OTHERWISE NOTED, CONTRACTOR SHALL PROVIDE 1/4" COPPER LINE AND ISOLATION VALVES AT ALL SINK LOCATIONS FOR COFFEE MAKERS AND REFRIGERATORS. MOUNT BELOW COUNTERTOP. 16.FIRE EXTINGUISHER CABINETS (FEC) SHALL BE BUILDING STANDARD OR APPROVED EQUAL, U.O.N. (TYPICAL 6" STUD DEPTH, TO BE VERIFIED). 17.LEVEL OR FLOAT FLOORS WHERE REQUIRED FOR LEVEL FINISH AND APPEARANCE, WHERE FURNITURE/MILLED UNITS AND ARCHITECTURAL ELEMENT ALIGNMENTS ARE CRITICAL (I.E. @ SLIDING DOORS, FILE ENCLOSURES, BASES AT FULL HEIGHT CLOSETS, ETC.) TOLERANCE TO BE NO MORE THAN 1/4" IN 10'-0". REFLECTED CEILING NOTES 18.ALL CEILINGS SHALL BE +9'-0" A.F.F. 19.REFER TO SHEET ID0.2 FOR GENERAL REFLECTED CEILING PLAN NOTES. REFER TO SHEET ID0.4 FOR GREEN BUILDING NOTES. 20.ALL NEW SCHEDULED CEILING TYPE (E.G. A.C.T, GYP. BD.) TO BE INSTALLED AT +8'-9" TO MATCH EXISTING CEILING HEIGHTS, U.O.N.; VERIFY EXISTING CEILING HEIGHTS AND NOTIFY ARCHITECT OF ANY DISCREPANCIES PRIOR TO INSTALLATION. 21.THE GENERAL CONTRACTOR SHALL OBTAIN EXACT LOCATIONS OF LIGHT FIXTURES AT OPEN OR HARD CEILING FROM MAD STUDIO AND/OR LIGHTING CONSULTANT PRIOR TO INSTALLATION. 22.ALL LIGHT FIXTURES SHOWN ON PLAN ARE NEW, U.O.N. "(E)" INDICATES EXISTING FIXTURES TO REMAIN. "(R)" INDICATES EXISTING FIXTURES TO BE REINSTALLED AT THE LOCATION SHOWN ON PLAN(S). 23.REFER TO ELECTRICAL ENGINEERING DRAWINGS FOR LIGHT SWITCH LOCATIONS, U.O.N. 24.ALL LIGHT SWITCHES, PROJECTION SCREEN CONTROLS, AND THERMOSTATS SHALL BE GANGED TOGETHER WHERE POSSIBLE. REFER TO ENGINEERS DRAWINGS FOR LOCATION ON PLAN. REFER TO "OUTLET LOCATION HEIGHTS" SECTION ON SHEET ID3.0 FOR HEIGHT LOCATIONS. 25.ALL CEILING SYSTEMS AND FIXTURES ARE TO BE SUPPORTED AND BRACED AS REQUIRED BY LOCAL GOVERNING CODES. 26.AT CONDITIONS OF INTERFERENCE BETWEEN DUCTWORK AND LIGHT FIXTURE, PROVIDE NECESSARY MEASURES TO ACCOMMODATE FIXTURE. 27.EXTEND OR MODIFY FIRE/LIFE SAFETY SYSTEM AS REQUIRED. 28.WHERE LIGHT FIXTURES, SPRINKLER HEADS, FIRE/LIFE SAFETY DEVICES, ETC. THAT ARE TO BE INSTALLED IN AN ACOUSTICAL TILE CEILING, SUCH FIXTURES ARE TO BE INSTALLED IN THE CENTER OF THE CEILING TILE, U.O.N. 29.ALL CEILING FIXTURES SHALL BE CENTERED IN CEILING TILES (EQUALLY IN BOTH DIRECTIONS), U.O.N. IF TWO OR MORE SPRINKLER HEADS OCCUR IN ONE ROOM, THEY SHALL BE ALIGNED WITH EACH OTHER. PROVIDE SEMI-RECESSED CHROME HEADS WITH WHITE ESCUTCHEONS AT SUSPENDED TILE CEILINGS AND CONCEALED TYPE HEADS AT DRYWALL CEILINGS, COLOR TO MATCH CEILING COLOR FINISH. 30.ALL EXPOSED DATA/PHONE LINES SHALL BE IN CABLE TRAYS OR SHALL BE IN RIGID CONDUIT WHEN CROSSING OPEN CEILING AREAS. 31.PROVIDE ACCESS PANELS WHERE REQUIRED, SPEC: WIND-LOCK STEALTH GFRG. VERIFY LOCATION AND SIZE WITH MAD PRIOR TO INSTALLATION. 32.PROVIDE LINEAR DIFFUSERS IN DRYWALL CEILINGS WHERE SUPPLY/RETURN AIR IS REQUIRED, U.O.N. REFER TO MECHANICAL ENGINEERING DRAWINGS FOR HVAC REQUIREMENTS. VERIFY FINAL LOCATION OF DIFFUSERS WITH MAD PRIOR TO INSTALLATION. 33.RE-USE EXISTING WINDOW TREATMENTS, CLEAN/FIX AS REQUIRED OR PROVIDE NEW WINDOW TREATMENTS TO MATCH BUILDING STANDARD THROUGHOUT, U.O.N. MOUNT WINDOW TREATMENTS TO WINDOW USING ONLY METHODS APPROVED BY THE BUILDING OWNER/LANDLORD. 34.PROVIDE ADDITIONAL EXIT SIGNS AS REQUIRED BY THE FIRE INSPECTOR. 35.ALL (E) CEILING AND ASSOCIATED CEILING DEVICES ARE TO REMAIN, U.O.N. ADDITIONAL NOTES: THE LIGHTING PACKAGE AS OUTLINED IN THE (RCP) LEGEND IS PROPRIETARY AND HAS BEEN APPROVED BY THE OWNER/CLIENT FOR THE DESIGN INTENT FOR THIS PROJECT. PRIOR TO FINAL BID SUBMITTAL, THE GENERAL CONTRACTOR SHALL VERIFY THIS LIGHTING PACKAGE CONFORMS TO THE PROPOSED PROJECT SCHEDULE. IF THERE ARE ANY SCHEDULE CONFLICTS, THE GENERAL CONTRACTOR SHALL PROMPTLY NOTIFY THE CLIENT/DESIGNER. SUB-CONTRACTOR TO PROVIDE UNIT PRICING PER FIXTURE; ANY BIDS NOT CONTAINING UNIT PRICING WILL BE ELIMINATED. AFTER AWARD OF CONTRACT, ANY CHANGE ORDERS DUE TO MODIFICATIONS  TO THIS LIGHTING PACKAGE WILL NOT BE ACCEPTED. MOREOVER, THE GENERAL CONTRACTOR, SUBCONTRACTORS, AND ANY OTHER CONTRACTOR INVOLVED IN THIS PROJECT SHALL TAKE NOTE THAT ANY COSTS DUE TO REMEDIAL WORK AS A RESULT OF, BUT NOT LIMITED TO, DEVIATION FROM THE LIGHTING PACKAGE, INFERIOR WORKMANSHIP OR MATERIALS, AND/OR IMPROPER SCHEDULING OR DELINQUENT ORDERING, SHALL BE BORNE BY THE RESPONSIBLE PARTY. KEYNOTES SCALE : NORTH REFLECTED CEILING PLAN 1/8" = 1'-0" SHADED AREA INDICATES PORTION OF BUILDING NOT INCLUDED IN SCOPE OF WORK (NIC) FLOOR-TO-STRUCTURE ABOVE PARTITION (NON-RATED) MILLWORK BLDG STD FIRE EXTINGUISHER CABINET. SEE DETAIL 5/ID5.1 EXISTING PARTITION TO REMAIN REFER TO SHEET ID4.0 REFER TO DETAIL 5/ID5.1 EXISTING DOOR TO REMAIN NEW OR RELOCATED DOOR AS SCHEDULED#REFER TO ID3.0 FE FEC BLDG STD FIRE EXTINGUISHER C1 C2 REFER TO DETAIL 3/ID5.0 REFER TO DETAIL 1/ID5.0 ID2.0 PARTITION PLAN AND REFLECTED CEILING PLAN SCALE : NORTH PARTITION PLAN 1/8" = 1'-0" EXISTING GYPSUM BOARD CEILING TO REMAIN NEW GYPSUM BOARD CEILING. REFER TO SHEET id5.2 A1 PARTITION TYPE DESIGNATION (I.E. 1-HOUR RATED, FULL-HEIGHT, LOW-HEIGHT, ETC.) MODIFIER. REFER TO PARTITION DETAIL FOR DETAILED INFORMATION REGARDING STUD GAUGE, SIZE & FRAMING AND ANY ADDITIONAL COMMENTS RELATED TO THE CONSTRUCTION OF PARTITION TYPE FLOOR-TO-STRUCTURE ABOVE PARTITION (NON-RATED) 10 SOFFIT TO ALIGN WITH MILLWORK BELOW F1 F2 LED LIGHT TRACK LIGHT SPECIFICATION: WAC LIGHTING PALOMA LED512: WHK-LED512-F36°-35-870-_-BK PENDANT CYLINDER LED LIGHT SPECIFICATION: CAMMAN LIGHTING: P4020-24-35K-50-CLV-MV-WM F3 LED LIGHT TRACK LIGHT SPECIFICATION: WAC LIGHTING PALOMA LED512: WHK-LED512-F36°-35-870-_-BK F4 LED LIGHT TRACK LIGHT SPECIFICATION: WAC LIGHTING PALOMA LED512: WHK-LED512-F36°-35-870-_-BK 12" X 12" FLOOR SINK FLOOR DRAIN F1 REFER TO DETAIL 5/ID5.0PARTIAL HEIGHT FURRING PARTITION (NON-RATED) 11 EXISTING DRYWALL CEILING AND RECESSED LIGHTS TO REMAIN 12 ALL EXISTING DUCT WORK/HVAC EQUIPMENT ABOVE EXISTING DRYWALL CEILING TO REMAIN ENCLOSED. 13 TRACK LIGHTS FIXTURES AT SOFFIT AND DRYWALL CEILINGS SHALL BE MOUNTED FLUSH TO THE CEILING A A 1 AUTOMATIC DOOR ACTUATOR DN UP DN UP UP (E) WOMENS RESTROOM 104OFFICE 111 OFFICE 110 (E) MENS RESTROOM 103 (E) OPEN OFFICE 106 (E) EXIT CORRIDOR - 10 3 CAFE 101 BOH 102 LOBBY 100 105 STORAGE 105 DN UP DN UP UP (E) WOMENS RESTROOM 104OFFICE 111 OFFICE 110 (E) MENS RESTROOM 103 (E) OPEN OFFICE 106 (E) EXIT CORRIDOR - 10 3 CAFE 101 BOH 102 LOBBY 100 105 STORAGE 105 4'- 0 " AC C E S S I B L E C O U N T E R 5'-2" ACCESSIBLE COUNTER ADA ADA DN UP DN UP UP (E) WOMENS RESTROOM 104OFFICE 111 OFFICE 110 (E) MENS RESTROOM 103 (E) OPEN OFFICE 106 (E) EXIT CORRIDOR - 10 3 CAFE 101 BOH 102 LOBBY 100 105 STORAGE 105 DN UP DN UP UP (E) WOMENS RESTROOM 104OFFICE 111 OFFICE 110 (E) MENS RESTROOM 103 (E) OPEN OFFICE 106 (E) EXIT CORRIDOR - 10 3 CAFE 101 BOH 102 LOBBY 100 105 STORAGE 105 +42 +42 +42 +42 +42 +42 +42 +72 4'- 0 " AC C E S S I B L E C O U N T E R 5'-2" ACCESSIBLE COUNTER ADA ADA Sheet Title: ISSUE DATE ISSUE FOR PLANCHECK 12.22.2025 All drawings and written material appearing herein constitute the original and unpublished work of MAD Studio and the same may not be duplicated, used or disclosed without the written consent of MAD Studio. Sheet No.: ISSUE DESCRIPTION ENGINEER/CONSULTANT ARCHITECT/ENGINEER STAMP 30 5 W 4 T H S T R E E T , S A N T A A N A , C A 9 2 7 0 1 CA F E OA S I S CLIENT www.madstudiola.com CITY STAMP Project Director: Project Designer: Project Tech: Project No:25030.300E.M. E.M. S.P. ISSUED FOR MEP 01.13.2026 ISSUED FOR PLAN CHECK COMMENTS- PLANNING DEPT.01.22.2026 ISSUED FOR PRICING 02.17.2026 ISSUED FOR PLAN CHECK COMMENTS - PLANNING DEPT.02.20.2026 ISSUED FOR COUNTY REVIEW 03.24.2026 ISSUED FOR ADDENDUM A 03.27.2026 ISSUED FOR BUILDING DEPT REVIEW 04.08.2026 ISSUED FOR BUILDING DEPT REVIEW - RESUBMITTAL 05.05.2026 ISSUED FOR BUILDING DEPT CORRECTIONS 05.20.2026 SHEET NOTES SYMBOL DESCRIPTION KEYNOTES LEGEND SYMBOL DESCRIPTION1.REFER TO SHEET ID0.1 FOR GENERAL POWER & DATA NOTES. 2.REFER TO SHEET ID3.0 FOR EQUIPMENT SCHEDULE. REFER TO ELECTRICAL ENGINEER DRAWINGS FOR ADDITIONAL EQUIPMENT/DEVICE REQUIREMENTS. 3.REFER TO 3/ID5.1 FOR TYPICAL OUTLET INSTALLATION DETAIL. 4.ALL POWER AND DATA RECEPTACLES SHALL BE LOCATED AT THE CENTER OF WALLS OR COLUMNS IN WHICH THEY OCCUR, U.O.N. IN PLANS AND DETAILS. THE MAXIMUM SEPARATION BETWEEN SIDE-BY-SIDE OUTLETS SHALL BE 6" O.C, U.O.N. 5.ELECTRICAL, PHONE/DATA, & AV OUTLETS TO BE INSTALLED AT 18" AFF, U.O.N. REFER TO "OUTLET LOCATION HEIGHTS" ON SHEET ID3.0 FOR ADDITIONAL REFERENCED OUTLETS. 6.CONTRACTOR SHALL CONFIRM ALL OUTLETS SHOWN BACK-TO-BACK IN PARTITION SHALL BE OFFSET THE MINIMUM DIMENSION REQUIRED (WITHOUT TOUCHING) TO AVOID BACK-TO-BACK INSTALLATION. 7.PROVIDE THERMOSTATS AS REQUIRED PER ENGINEERING DRAWINGS. MAD TO APPROVE ALL LOCATIONS. REFER TO "OUTLET LOCATION HEIGHTS" ON SHEET ID3.0 FOR ADDITIONAL REFERENCED OUTLETS. 8.PROVIDE NEW COVERPLATES THROUGHOUT, TO MATCH WALL COLOR FINISH; SPEC: LUTRON COLOR SWATCH OR APPROVED EQUAL. PROVIDE BLACK COVERPLATES AT WOOD PANELING, DARK TILE, OR DARK/BLACK FINISH WALLS. 9.GANG ALL SWITCHES UNDER ONE COVER PLATE WHERE POSSIBLE. 10.ALL POWER & DATA OUTLETS SHOWN ON PLAN ARE NEW TO MATCH BUILDING STANDARD, U.O.N. "(E)" INDICATES EXISTING OUTLETS TO REMAIN. 11.PROVIDE SINKTOP SWITCH AT COUNTER FOR GARBAGE DISPOSAL, U.O.N. 12.THE GC SHALL COORDINATE LOCATION OF OUTLETS ON WALLS w/ MILLWORK & EQUIPMENT. VERIFY FINAL LOCATION w/ MAD PRIOR TO INSTALLATION. 13.ALL OUTLETS MOUNTED ABOVE COUNTER TOPS TO BE HORIZONTAL. SEE PLAN FOR LOCATIONS. 14.ALL EXPOSED DATA/PHONE AND AV LINES SHALL BE IN CABLE TRAYS OR SHALL BE IN RIGID CONDUIT WHEN CROSSING OPEN CEILING AREAS. 15.ALL CONDUIT, OTHER THAN THAT USED FOR ELECTRICAL OUTLETS AND LIGHT SWITCHES SHALL BE INSTALLED TO COMPLY WITH RELEVANT CODES. JUNCTION BOXES SHALL RECEIVE PULL WIRE INSTALLED BY THE CONTRACTOR. 16.THE CONTRACTOR SHALL VERIFY THE CONDUIT SIZE REQUIRED FOR ALL TELEPHONE/DATA, ELECTRICAL, AND AV LINES WITH APPROPRIATE ENGINEERS PRIOR TO CORING TO OBTAIN PROPER CORE HOLE SIZES. FURNITURE SHEET NOTES 17.FURNITURE ON PLANS IS SHOWN FOR REFERENCE ONLY (NIC). 18.ALL AISLES SERVING AS A PORTION OF AN EXIT ACCESS IN THE MEANS OF EGRESS SYSTEMS SHALL COMPLY WITH THE REQUIREMENTS OF THE CURRENT CBC CHAPTER 10. THE MINIUM CLEAR WIDTH OF ALL AISLES IS 44", UON ON PLANS. 19.THE FURNITURE INSTALLER SHALL PROVIDE DIMENSIONED FURNITURE INSTALLATION PLANS FOR THE DESIGNER'S APPROVAL PRIOR TO THE ORDERING AND INSTALLATION OF FURNITURE. 20.THE FURNITURE INSTALLER IS RESPONSIBLE FOR NOTIFYING MAD OF ANY DISCREPANCIES BETWEEN FIELD CONDITIONS AND THE FURNITURE PLAN PRIOR TO INSTALLATION OF FURNITURE.FURNITURE DEALER TO CONFIRM THAT ALL SPECIFIED FURNITURE IS LOCATED ON THE FURNITURE PLAN. 21.FURNITURE DEALER TO FIELD VERIFY DIMENSIONS OF ALL FURNITURE SPECIFIED AFTER MAD HAS APPROVED DRYWALL PARTITION LAYOUT AT JOB SITE. 22.WHEN SPECIFICALLY CALLED FOR, FURNITURE DEALER SHALL PROVIDE DETAILED INVENTORY OF ALL EXISTING FURNITURE TO INCLUDE MANUFACTURER, QUANTITY, SIZE, MODEL NUMBER AND FINISH. 23.FURNITURE DEALER SHALL PROVIDE FINISH OR FABRIC SAMPLES OF ALL SPECIFIED MATERIALS PRIOR TO PLACEMENT OF ORDER. 24.FURNITURE DEALER SHALL VERIFY THAT ALL FURNITURE DELIVERED IS CORRECT PRIOR TO INSTALLATION. 25.WHERE TACK PANELS OCCUR ON DRYWALL PARTITIONS, DEALER SHALL LOCATE ALL ELECTRICAL OR TELEPHONE OUTLETS PRIOR TO INSTALLATION, BASED ON DESIGNER'S PLAN OF OUTLET LOCATIONS. DEALER TO ADVISE ON REQUIREMENTS FOR ALL REQUIRED ELECTRICAL OR TELEPHONE EXTENSION BOXES WHICH OCCUR IN CONJUNCTION WITH APPLIED FABRIC WALL PANELS, IF PANELS ARE WITHIN DEALER CONTRACT. 26.DEALER SHALL PROVIDE WEEKLY UPDATE ON STATUS OF ALL FURNITURE DELIVERIES AND OUTSTANDING COSTS. 27.WHEN SPECIFICALLY CALLED FOR, DEALER AGREES TO PROVIDE, AT NO CHARGE TO THE CLIENT, RENTAL FURNITURE OF ALL ITEMS NOT DELIVERED OR DELIVERED AS INCORRECT BY AGREED UPON INSTALLATION DATE. 28.DESIGNER AND DEALER SHALL COORDINATE ORDER ENTRY DEADLINES AS PER MANUFACTURER REQUIRED DELIVERY DATES. 29.DEALER, INSTALLATION FIRM, DESIGNER AND/OR ARCHITECT, AND CONTRACTOR SHALL COORDINATE TO PROVIDE ALL REQUIRED PERMITS FROM THE LOCAL GOVERNING MUNICIPALITY AND TO COORDINATE WITH THE CONTRACTOR'S PROJECT SCHEDULE TO INSURE THAT PERMITS ARE OBTAINED AND COINCIDE WITH REQUIRED CODES AND/OR INSPECTIONS. 30.DEALER TO BE PROVIDED WITH FULL SET OF CONSTRUCTION DRAWINGS AND SHALL COORDINATE WITH DESIGNER AND/OR ARCHITECT TO REVIEW POSSIBLE INSTALLATION PROBLEMS WHICH MIGHT OCCUR. 31.ALL DEALER PRICING TO INCLUDE TAX, FREIGHT, DELIVERY AND INSTALLATION. FOR THOSE COST ITEMS THAT COULD NOT BE DETERMINED AT ORDER PLACEMENT, DEALER TO PROVIDE A "GOOD FAITH" ESTIMATE OUTLINING ANY ADDITIONAL COSTS THAT THE CLIENT MAY INCUR. 32.DEALER TO REPAIR OR REPLACE ANY FURNITURE RECEIVED AS DAMAGED OR DAMAGED DUE TO INSTALLATION. DEALER TO PROVIDE PRICING AND A SCHEDULE FOR THE ABOVE MENTIONED WORK. 33.DEALER TO BE RESPONSIBLE FOR COST AND OR REPAIR OF ANY DAMAGE TO CLIENT'S SPACE DUE TO FURNITURE MOVE-IN. 34.DEALER AGREES TO BE RESPONSIBLE FOR ALL TIME AND/OR COSTS, INCURRED BY THE DESIGNER OR ARCHITECT AS REQUIRED TO RE-SPECIFY, TRACK, OVERSEE INSTALLATION OF, PRODUCE A PUNCHLIST FOR, OR TO RESOLVE ANY INCONVENIENCES TO THE CLIENT FOR ACTIONS NECESSARY DUE TO INCORRECT FURNITURE DELIVERY, INCORRECT INSTALLATION, MISSING PIECES, LATE DELIVERIES, DISCONTINUED ITEMS, OR ANY OTHER ISSUES WHICH MAY ARISE DUE TO CHANGES TO FURNITURE PURCHASE, DELIVERY AND INSTALLATION WHICH DO NOT REFLECT THE AGREED UPON ISSUES AT THE TIME OF ORDER PLACEMENT. SCALE : NORTH POWER & SIGNAL PLAN 1/8" = 1'-0" ID2.1 POWER & SIGNAL PLAN AND FURNITURE PLAN (FOR REFERENCE ONLY) SCALE : NORTH FURNITURE PLAN (FOR REFERENCE ONLY) 1/8" = 1'-0" WALL-MOUNTED STANDARD DUPLEX OUTLET WALL-MOUNTED DEDICATED DUPLEX OUTLET WALL-MOUNTED STANDARD QUAD OUTLET WALL MOUNTED ELECTRICAL JUNCTION BOX WALL-MOUNTED G.F.C.I. DUPLEX OUTLET J FIXT. #J WALL MOUNTED ELECTRICAL JUNCTION BOX HARDWIRED TO FIXTURE. REFER TO LIGHT FIXTURE SCHEDULE FOR TYPE AND MILLWORK ELEVATION FOR HEIGHT. WALL-MOUNTED DOUBLE DUPLEX DATA OUTLET W/ 3/4" CONDUIT STUBBED TO CEILING PLENUM 1-1/4" CONDUIT FOR AV CABLING - HOMERUN 1 - 10 BAR HIGH SEATS 8 TABLE SEATS (ADA) > 5% OF TOTAL SEATS TOTAL CAFE SEATS 18 DN UP DN UP UP (E) WOMENS RESTROOM 104OFFICE 111 OFFICE 110 (E) MENS RESTROOM 103 (E) OPEN OFFICE 106 (E) EXIT CORRIDOR - CAFE 101 BOH 102 LOBBY 100 STORAGE 105 FT1(E) FT 1 FT 1 (E ) QT 1 1 2 VF 1 VF1(E) CB 1 2 1 DN UP DN UP UP (E) WOMENS RESTROOM 104OFFICE 111 OFFICE 110 (E) MENS RESTROOM 103 (E) OPEN OFFICE 106 (E) EXIT CORRIDOR - CAFE 101 BOH 102 LOBBY 100 STORAGE 105 P-2 WT-1 CB-1 WT-1 CB-1 P-3 VF-1 WT-1 WT-1 Sheet Title: ISSUE DATE ISSUE FOR PLANCHECK 12.22.2025 All drawings and written material appearing herein constitute the original and unpublished work of MAD Studio and the same may not be duplicated, used or disclosed without the written consent of MAD Studio. Sheet No.: ISSUE DESCRIPTION ENGINEER/CONSULTANT ARCHITECT/ENGINEER STAMP 30 5 W 4 T H S T R E E T , S A N T A A N A , C A 9 2 7 0 1 CA F E OA S I S CLIENT www.madstudiola.com CITY STAMP Project Director: Project Designer: Project Tech: Project No:25030.300E.M. E.M. S.P. ISSUED FOR MEP 01.13.2026 ISSUED FOR PLAN CHECK COMMENTS- PLANNING DEPT.01.22.2026 ISSUED FOR PRICING 02.17.2026 ISSUED FOR PLAN CHECK COMMENTS - PLANNING DEPT.02.20.2026 ISSUED FOR COUNTY REVIEW 03.24.2026 ISSUED FOR ADDENDUM A 03.27.2026 ISSUED FOR BUILDING DEPT REVIEW 04.08.2026 ISSUED FOR BUILDING DEPT REVIEW - RESUBMITTAL 05.05.2026 ISSUED FOR BUILDING DEPT CORRECTIONS 05.20.2026 KEYNOTESSHEET NOTES WALL, MILLWORK, AND FLOOR FINISHES SCHEDULE MATERIALSYM MANUFACTURER STYLE COLOR NOTES MATERIALSYM MANUFACTURER STYLE COLOR NOTES1.REFER TO SHEET ID0.2 FOR GENERAL WALL FINISH NOTES. 2.ALL WALLS TO BE PAINTED P-1, U.O.N. ALL DRYWALL CEILINGS TO BE PAINTED P-1, U.O.N. 3.ALL WALLS/CEILINGS SHALL RECEIVE THE FOLLOWING, U.O.N.: a.ONE (1) COAT OF PRIMER. b.TWO (2) COATS OF PAINT FINISH AS SCHEDULED. 4.PROVIDE LEVEL 5 FINISH AT ALL DRYWALL SCHEDULED TO RECEIVE ACCENT PAINT. 5.PROVIDE B-1 WALL BASE, U.O.N. 6.PROVIDE 3/8" THK. x 2 1/2" H. PAINTED MDF WALL BASE OVER TILE, STONE FLOOR, EXPOSED CONCRETE, AND/OR WOOD FLOORING, U.O.N. 7.NO BASE SHALL BE APPLIED TO CONCRETE WALLS, U.O.N. 8.REFER TO INTERIOR ELEVATIONS FOR MILLWORK FINISH DESIGNATIONS. FLOOR FINISH NOTES 9.REFER TO SHEET ID0.2 FOR GENERAL FLOOR FINISH NOTES. 10.FOR WALL BASE REFER TO WALL FINISH PLAN AND SHEET NOTES. 11.THE GENERAL CONTRACTOR SHALL PATCH AND REPAIR THE EXISTING FLOOR AS REQUIRED. 12.ALL FINISHES ARE TO COMPLY WITH CLASS III FLAME-SPREAD REQUIREMENTS. 13.FLOOR FINISH SHALL BE CARPET C-1, U.O.N. 14.ALL FLOOR FINISHES TO BE INSTALLED PER MANUFACTURER'S PUBLISHED INSTALLATION INSTRUCTIONS. 15.ALL CARPET TO BE INSTALLED USING THE MANUFACTURER'S RECOMMENDED NON-GLUE INSTALLATION. SHOULD CARPET MANUFACTURER NOT HAVE A NON-GLUE INSTALLATION METHOD, CONTRACTOR SHALL USE GRID-SET GREEN GLUE 2000 OR APPROVED SIMILAR. CONTRACTOR TO SUBMIT TECHNICAL DATA OF GLUE PRIOR TO INSTALLATION. 16.ALL CARPET TO BE SEALED AS PER CARPET MANUFACTURER'S PUBLISHED INSTALLATION INSTRUCTIONS. 17.PROVIDE BRUSHED STAINLESS STEEL TRANSITION STRIP AT CARPET TO EXPOSED CONCRETE FINISH, U.O.N. 18.ALL FLOORING TRANSITIONS SHOWN ARE EXISTING TO REMAIN, U.O.N. PROVIDE TRANSITION STRIP TO MATCH EXISTING AT ALL NEW FLOOR TRANSITIONS, U.O.N. 19.GENERAL CONTRACTOR TO COORDINATE CARPET/VCT INSTALLATION AT ALL UNDER COUNTER AREAS. 20.FEATHER FLOORING AT ALL FINISH TRANSITIONS AS REQUIRED. 21.THE GENERAL CONTRACTOR SHALL PROVIDE SEAMING DIAGRAM FOR MAD'S APPROVAL PRIOR TO ORDERING AND INSTALLING MATERIALS. 22.THE GENERAL CONTRACTOR SHALL PROVIDE THREE (3) SAMPLES EACH OF ALL FINISHED TO THE DESIGNER FOR APPROVAL PRIOR TO INSTALLATION. SCALE : NORTH FLOOR FINISH PLAN 1/8" = 1'-0" ID2.2 WALL FINISH PLAN AND FLOOR FINISH PLAN SCALE : NORTH WALL FINISH PLAN 1/8" = 1'-0" P-1 PAINT SHERWIN WILLIAMS 6441 WHITE EGGSHELL FINISH AT ALL WALLS. PL-1 PLASTIC LAMINATE FORMICA 909 BLACK FT 1 FLOOR TILE DALTILE QUARRY TILE ARID GRAY MATTE FINISH, 1/2" THICK P-2 ART MURAL -CUSTOM CUSTOM - SS-1 SOLID SURFACE CAESARSTONE 3100 JET BLACK WT-1 WALL TILE DALTILE 0190 ARTIC WHITE 3 X 6 TILES 1 FLOOR TILE TO ALIGN WITH WALL TILE, REFER TO ELEVATIONS 1 FLOOR TILE TO ALIGN WITH WALL TILE, REFER TO ELEVATIONS VF 1 VINYL FLOOR ARMSTRONG NATRAILS BIRCH SYRUP 4" MIN COVE BASE WITH 3/8" RADIUS P-3 PAINT SHERWIN WILLIAMS 6441 WHITE SEMI GLOSS FINISH AT WALLS AND CEILINGS CB 1 COVE BASE DALTILE QUARRY TILE ARID GRAY MATTE FINISH, ROUND TOP 1/2" THICK 5 X 6 TILES C 1 CONCRETE ---EXISTING TO REMAIN A A A A A A SYM MANUFACTURER EQUIPMENT SCHEDULE NOTESTYPEMODEL DESCRIPTION SYM MANUFACTURER FIXTURE SCHEDULE NOTESTYPEMODEL DESCRIPTION (ALL EQUIPMENT SHALL BE PROVIDED BY THE G.C. U.O.N.) (ALL FIXTURES SHALL BE PROVIDED BY THE G.C. U.O.N.) MANUFACTURER DOOR HARDWARE GROUPS QTY.MODEL DESCRIPTIONITEM FINISHGROUP 1A LATCHSET 1 EA.LEVER LATCHSET SCHLAGE L- SERIES, LEVER TYPE -17, D - SPARTA SATIN STAINLESS STEEL 4 EA.BUTT HINGE HAGER B1279 4,5 x 4.5 STEEL W/ STEEL PINS ANSI A8112 SATIN 1 EA.DOOR STOP TRIMCO UNIVERSAL DOME STOP #1211 BLACK 1B LATCHSET 1 EA.LEVER LATCHSET SCHLAGE L- SERIES, LEVER TYPE -17, D - SPARTA SATIN STAINLESS STEEL 4 EA.BUTT HINGE HAGER B1279 4,5 x 4.5 STEEL W/ STEEL PINS ANSI A8112 SATIN 1 EA.DOOR STOP TRIMCO UNIVERSAL DOME STOP #1211 BLACK 1 EA.CLOSER LCN 3130 - CONCEALED CLOSER ALUMINUM 1 EA.LEVER LOCKSET SCHLAGE L- SERIES, LEVER TYPE -17, D - SPARTA SATIN STAINLESS STEEL 4 EA.BUTT HINGE HAGER B1279 4,5 x 4.5 STEEL W/ STEEL PINS ANSI A8112 SATIN 1 EA.DOOR STOP TRIMCO UNIVERSAL DOME STOP #1211 BLACK 2B LOCKSET 1 EA.LEVER LOCKSET SCHLAGE L- SERIES, LEVER TYPE -17, D - SPARTA SATIN STAINLESS STEEL 4 EA.BUTT HINGE HAGER B1279 4,5 x 4.5 STEEL W/ STEEL PINS ANSI A8112 SATIN 1 EA.DOOR STOP TRIMCO UNIVERSAL DOME STOP #1211 BLACK 1 EA.CLOSER LCN 3130 - CONCEALED CLOSER ALUMINUM 1 EA.LEVER LATCHSET SCHLAGE L- SERIES, LEVER TYPE -17, D - SPARTA SATIN STAINLESS STEEL 8 EA.BUTT HINGE HAGER B1279 4,5 x 4.5 STEEL W/ STEEL PINS ANSI A8112 SATIN 1 EA.DOOR STOP TRIMCO UNIVERSAL DOME STOP #1211 BLACK 1C LATCHSET 1 EA.COORDINATOR IVES 900 SERIES 1 EA.ASTRAGAL PEMKO 355 S SATIN STAINLESS STEEL 1 EA.THRESHOLD 1 EA.AUTOMATIC FLUSH BOLTS TRIMCO #3810/3815 2A LOCKSET 1 EA.LEVER LOCKSET SCHLAGE L- SERIES, LEVER TYPE -17, D - SPARTA SATIN STAINLESS STEEL 8 EA.BUTT HINGE HAGER B1279 4,5 x 4.5 STEEL W/ STEEL PINS ANSI A8112 SATIN 1 EA.DOOR STOP TRIMCO UNIVERSAL DOME STOP #1211 BLACK 1 EA.COORDINATOR IVES 900 SERIES 1 EA.ASTRAGAL PEMKO 355 S SATIN STAINLESS STEEL 1 EA.THRESHOLD 2C LOCKSET MILLWORK HARDWARE/ACCESORY SCHEDULE SYM MANUFACTURER NOTESITEMMODEL DESCRIPTION 1 EA.AUTOMATIC FLUSH BOLTS TRIMCO #3810/3815 1 EA.CLOSER LCN 3130 - CONCEALED CLOSER ALUMINUM 1 EA.CLOSER LCN 3130 - CONCEALED CLOSER ALUMINUM 103 A 3'-0"8'-0"1 3/4"SCW STN ALU CLR 9A id5.1 9B id5.1 1A -- 1 3 COMP SINK REGENCY 66" 16-GAUGE STAINLESS STEEL 3 COMPARTMENT COMMERCIAL SINK SINK WITH SS LEGS, CROSS BRACING, AND 2 DRAINBOARDS- 10" X 14" X 12" BOWLS 2 MOP SINK FAUCET ZURN Z843M1 3 MOP SERVICE BASIN ZURN ELKAY Z1996-24 24" X 24" X 10" 6 NOT USED --- 5 NOT USED --- 1 CABINET PULL 7 GROMMET DOUG MOCKETT MAX1/A-94 - "THE MAX" SMALL SIZE, 4 25/32" LONG, SATIN ALUMINUM 6 TRASH BIN CONTINENTAL 16 1/2" SQUARE SWINGLINE CAN, COLOR: GRAY 3 DRAWER GUIDE HAFELE ACCURIDE - 3832-22, FULL EXTENSION GUIDE, ZINC FINISH HEAVY DUTY 8 DOOR/DRAWER LOCK HAFELE CAM LOCKS, NATIONAL LOCK C8053-14A OWNER TO PROVIDE KEYING SCHEDULE AS REQUIRED 5 SHELF SUPPORTS HAFELE SELF SUPPORT, 1/4" DIA., ANGLE 282.11.761, NICKEL PLATED WASTE: TRASH LOGO SATIN STAINLESS STEEL, REFER TO ELEV. FOR LOCATION RECYCLING: RECYCLE LOGO SATIN STAINLESS STEEL, REFER TO ELEV. FOR LOCATION DOOR TYPES A WIDTH HE I G H T DO O R N U M B E R DO O R W I D T H DO O R H E I G H T DO O R T H I C K N E S S DO O R M A T E R I A L DO O R F I N I S H FR A M E M A T E R I A L HA R D W A R E G R O U P FR A M E F I N I S H FI R E R A T I N G DOOR FRAME DO O R T Y P E DOOR SCHEDULE NOTES ALU ALUMINUM ANO ANODIZED CLR CLEAR (E)EXISTING GL-1 CLEAR, TEMPERED GLASS (NON-RATED) GL-2 20 MINUTE FIRE-RATED CLEAR, TEMPERED GLASS - FIREGLASS, FIRELITE PLUS (OR APPROVED EQUAL) GLS TEMPERED GLASS (NON-RATED) HM HOLLOW METAL ABBREVIATIONS MIN MINUTES MC MINERAL CORE N/A NOT APPLICABLE NR NON-RATED PT PAINT(ED) PL PLASTIC LAMINATE (R)RELOCATED SCW SOLID CORE WOOD STN STAINED FINISH WF WOOD FRAME DETAIL HE A D SI L L JA M B ENLARGED EQUIPMENT PLAN 5' - 0 " M I N . CL E A R A N C E 1'-6" MIN. 4' - 0 " M I N . CL E A R A N C E 5' - 0 " M I N . CL E A R A N C E 2'-0" MIN. 1'-0" MIN. 4' - 0 " M I N . CL E A R A N C E 32" MIN.CLR. 5'-0" MIN. CLEARANCE INTERIOR DOOREXTERIOR DOOR DOORS IN SERIES 4'-0"MIN. CLEARANCE 1' - 6 " MI N . 1' - 0 " MI N . DOORS IN SERIES 4'-0" MIN. CLEARANCE 1' - 0 " MI N . 1' - 0 " MI N . DOOR CLEARANCES OUTLET LOCATION HEIGHTS FIRE 5' - 0 " 6' - 8 " CENTERLINE DIMENSION OF SWITCHPLATES, ELECTRICAL/DATA OUTLETS, SIGNAGE, OR FIRE /MECHANICAL DEVICES FIRE ALARM STROBE NEXT TO DOOR OPENING ROOM SIGNAGE THERMASTAT LIGHT & PROJECTOR SCREEN SWITCHES, AND WALL MOUNTED OCCUPANCY SENSORS CARDREADER LEVER TYPE DOOR HARDWARE DATA OUTLET (INSTALL HORIZONTALLY WHEN OUTLET IS INSTALLED OVER COUNTERTOP) FINISHED FLOOR NOTE: LOCATE SWITCHPLATES, ELECTRICAL AND DATA WALL OUTLETS AT NEAREST LOCATION ON PLAN, UNLESS OTHERWISE NOTED ON PLAN, ELEVATION, OR LOCATION AS PER DIAGRAM ABOVE. CENTER FIRE ALARM STROBES DIRECTLY ABOVE FIRE EXTINGUISHER CABINETS WHERE BOTH OCCUR. S CR T F DEVICES SHOWN STACKED IN PLAN ARE TO ALIGN VERTICALLY AS SHOWN ABOVE 6" ELECTRICAL OUTLET (INSTALL HORIZONTALLY WHEN OUTLET IS INSTALLED OVER COUNTERTOP)1' - 6 " (1 ' - 3 " M I N . ) 33 " M I N . - 4 4 " M A X . 3' - 6 " (4 ' - 0 " M A X . ) 4' - 0 " M A X . DOOR & HARDWARE GENERAL NOTES 1.REFER TO SHEET ID0.3 FOR DOOR GENERAL ACCESSIBILITY NOTES. 2.THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS SHOWN ON THE WORKING DRAWINGS. THE CONTRACTOR SHALL NOTIFY MAD OF ANY DISCREPANCIES PRIOR TO COMMENCEMENT OF ANY WORK. IN THE EVENT OF FAILURE TO DO SO, THE CONTRACTOR SHALL BE RESPONSIBLE FOR CORRECTION OF ANY ERROR. 3.PROVIDE HARDWARE AND ACCESSORIES AS REQUIRED FOR RATED AND MINERAL CORE DOORS. 4.ALL NEW DOORS SHALL RECEIVE LEVER HARDWARE (SEE HARDWARE SCHEDULE) UNLESS NOTED OTHERWISE. HARDWARE SHALL BE IN COMPLIANCE WITH CBC TITLE 24 REQUIREMENTS. 5.ALL LABELED DOORS SHALL BE TIGHT-FITTING WITH A GASKET SO INSTALLED AS TO PROVIDE A SEAL WHERE THE DOOR MEETS THE STOP ON BOTH SIDES AND ACROSS THE TOP. 6.GENERAL CONTRACTOR SHALL PROVIDE MANUFACTURERS' CERTIFICATION THAT GLAZING ON DOORS AND WITHIN 4'-0" OF DOORS SHALL COMPLY WITH APPLICABLE CONSUMER PRODUCT SAFETY STANDARDS. 7.THE CONTRACTOR SHALL DEVELOP AND SUBMIT TO THE DESIGNER FOR APPROVAL FULL AND COMPLETE SCHEDULE OF FINISH HARDWARE, INDICATING THE QUANTITY, PART NUMBER, INSTALLATION, LOCATION AND FINISH OF EACH ITEM AS NEEDED FOR A COMPLETE AND PROPER INSTALLATION. BID PRICE SHALL BE BASED ON THE HARDWARE SCHEDULE. 8.HARDWARE SCHEDULE SHALL INCLUDE BUT NOT NECESSARILY BE LIMITED TO: BUTTS, LOCKSETS, LATCHSETS, CLOSERS, WEATHER-STRIPPING, PANIC HARDWARE, FLOOR HINGES, PIVOTS, KICK PLATES, PULLS, STOPS, ANCHORS, WALL BUMPERS, THRESHOLDS, DOOR SHOES AND MUTES. 9.ALL DOORS TO HAVE INDIVIDUAL KEYS, STAMPED WITH ROOM NUMBER WITH ONE MASTER KEY. VERIFY KEYING REQUIREMENTS AND QUANTITIES WITH OWNER. CONTRACTOR SHALL PROVIDE LOCK CYLINDERS, KEYING AND KEYS. 10.CONTRACTOR TO PREP AND REWORK AND DRILL EXISTING DOORS, AS WELL AS NEW DOORS TO RECEIVE SECURITY HARDWARE WHEN APPLICABLE. 11.THE MAXIMUM UNDERCUT OF ALL DOORS SHALL NOT EXCEED 1/2" (ONE-HALF INCH) ABOVE THE SURFACE OF THE FINISHED FLOOR OR THRESHOLD. ALL DOORS SHALL BE UNDERCUT ON THE JOB SITE AND SPECIFICALLY FOR INDIVIDUAL DOOR OPENINGS AND FLOOR FINISHES. THE CONTRACTOR SHALL VERIFY THE FINISHED HEIGHT OF ALL FLOOR FINISHES PRIOR TO UNDERCUTTING OF DOORS. 12.HARDWARE SPECIFIED FOR INSTALLATION ON DOORS AND FRAMES WHICH REQUIRE A FIRE-RATED LABEL SHALL COMPLY WITH ALL CODE REQUIREMENTS GOVERNING HARDWARE TYPE AND INSTALLATION METHODS FOR RATED ASSEMBLIES. 13.INSTALL DOOR CLOSERS AS SPECIFIED ON ALL FIRE RATED DOORS. 14.ALL MORTISE STRIKES SHALL HAVE DUST COVERS. 15.ALL CORE BUILDING DOOR KEYWAYS SHALL BE APPROVED BUILDING STANDARD, UON. 1'-0" 1'-0" MIN. 32" MIN.CLR. 4 MILLWORK HINGE HAFELE 165° CONCEALED HINGE. PROVIDE 90° HINGE WHERE ADJACENT TO WALL 2 DOOR SYMBOL ARCH HARDWARE, INC.1/8" THK. x 2" SQUARE MEDALLION W/ ETCHED PATTERN 4 HAND WASH SINK REGENCY ONE COMPARTMENT DROP-IN SINK WITH 8" GOOSENECK FAUCET 20 GAUGE STAINLESS STEEL A BACK FREEZER ATOSA MGF8405GR (E) TENANT PROVIDED C COFFEE GRINDER MAHLKONIG EK43 (E) TENANT PROVIDED D COFFEE PRESS PUQ PRESS 1-000-1420-2 (Q2/M2 FAMILY)(E) TENANT PROVIDED E COFFEE SCALE ACAIA LUNAR SCALE ACA-AL012 Lithium-ion rechargeable 3.7 V 1100 mah F DECAF COFFEE GRINDER MAZZER MINI ELECTRONIC (E) TENANT PROVIDED G NOT USED --- B TWIN COFFEE BREWER WILBUR CURTIS G4TP1T10A3100 (E) TENANT PROVIDED I ESPRESSO GRINDER MAZZER KONY ELECTRONIC (E) TENANT PROVIDED J ESPRESSO MACHINE LA MARZOCCO LINEA PB LN21 3AV (E) TENANT PROVIDED 208-240V, 30 A (2-grp); 50 A (3 grp) K1 BACK FRIDGE TURBO AIR TWR-72SD-N (E) TENANT PROVIDED K2 MILK FRIDGE BEVERAGE AIR UCR20HC-23 (E) TENANT PROVIDED M GRAB AND GO TOM TOM-40LB-N (E) TENANT PROVIDED N ICE MACHINE NOSHIZAKI KM-231-1BAJ (E) TENANT PROVIDED O BLENDER VITAMIX -(E) TENANT PROVIDED P REGISTER CLOVER POS K3 SYRUP FRIDGE BEVERAGE AIR UCR20HC (E) TENANT PROVIDED K4 REACH-IN REFRIGERATOR KUTANO KTR1SS (E) TENANT PROVIDED 7 ICE MAKER FILTER PENTAIR EVERPURE - IN LINE (E) TENANT PROVIDED 8 PITCHER RINSER RHINO WARE RHPR600-S L HIGH SPEED OVEN MERRYCHEF EIKON E4 2-208V/240 60HZ H BEVERAGE DISPENSER VOLLRATH VBBC4-37-A 115 V NEMA 5-15P S LOCKERS SPG OR SIM KELMAX 4K0034 OR SIM W24" x D18" x H84" R SHELVING TRINITY TBTPBA-0945B 6 TIER WIRE SHELVING 48 X 18 X 72 10 3 10 3 N J 1 2 7 4 M 5 L K3 K2 K4 P B A K E K1 3 F C D O H 8 R R 10 3 105 10 3 105 S R R R R R Sheet Title: ISSUE DATE ISSUE FOR PLANCHECK 12.22.2025 All drawings and written material appearing herein constitute the original and unpublished work of MAD Studio and the same may not be duplicated, used or disclosed without the written consent of MAD Studio. Sheet No.: ISSUE DESCRIPTION ENGINEER/CONSULTANT ARCHITECT/ENGINEER STAMP 30 5 W 4 T H S T R E E T , S A N T A A N A , C A 9 2 7 0 1 CA F E OA S I S CLIENT www.madstudiola.com CITY STAMP Project Director: Project Designer: Project Tech: Project No:25030.300E.M. E.M. S.P. ISSUED FOR MEP 01.13.2026 ISSUED FOR PLAN CHECK COMMENTS- PLANNING DEPT.01.22.2026 ISSUED FOR PRICING 02.17.2026 ISSUED FOR PLAN CHECK COMMENTS - PLANNING DEPT.02.20.2026 ISSUED FOR COUNTY REVIEW 03.24.2026 ISSUED FOR ADDENDUM A 03.27.2026 ISSUED FOR BUILDING DEPT REVIEW 04.08.2026 ISSUED FOR BUILDING DEPT REVIEW - RESUBMITTAL 05.05.2026 ISSUED FOR BUILDING DEPT CORRECTIONS 05.20.2026 ID3.0 DOOR, HARDWARE & EQUIPMENT SCHEDULE A A 1 2' - 1 0 " MA X . 5 ID6.0 SCALE 3/8" = 1'-0"MILLWORK ELEVATION - CAFE 101, 102 8'-4"CLR.5 EQ. SPACES 8' - 6 " 1' - 3 " K1 2 EQ. SPACES M R K4 2' - 1 0 " MA X . 9 ID6.0 3'-6" 1' - 3 " 8' - 6 " 9 ID6.0 3'-0" 11'-11"3'-4" CLR. ABC J 2' - 2 " 1"1"1"1" 2' - 2 " NK2K3 A8 4'-3 1/2" 1"1" 2'-7" 1"1" 3' - 0 1 / 2 " 4 7 ID6.0 S L SS-1PL-1 PL-1 PL-1 PL-1SS-1 SS-1 4' - 0 " 4' - 0 " 5' - 0 " 5' - 0 " B10 ID6.0 WT-1 CB-1 WT-1 CB-1 3 2 R R 18" SCALE 3/8" = 1'-0"MILLWORK ELEVATION - BREAK ROOM # ±25'-0" 2' - 1 0 " MA X . 8 ID6.0SS-1 2' - 1 0 " MA X . 9 ID6.0 SCALE 3/8" = 1'-0"MILLWORK ELEVATION - CAFE 100 AB M 9' - 9 " 1' - 3 " R JJ 2' - 2 " 2' - 2 " 2' - 1 0 " 8' - 6 " 8' - 6 " 1' - 3 " SS-1 SS-1 M ART MURAL ART MURAL 5' - 0 " 5' - 0 " 4"5" 6" EQUIPMENT PLATFORM 10 ID6.0 2' - 8 1 / 2 " 2 3 SCALE 3/8" = 1'-0"ELEVATIONS - EXISTING RESTROOMS K-2035-8PINOIRLAVATORYVITREOUS CHINA 1'-0" 4'-0" K-2035-8PINOIRLAVATORYVITREOUS CHINA 2' - 1 0 " 1' - 7 " 1'-6" 2' - 1 0 " 1' - 5 " 2' - 1 0 " D C B A 1' - 5 " 2' - 1 0 " 2' - 2 1 / 2 " 1'-7 1/2" 6" 4' - 0 " 3'-6" 2' - 3 " 3 Sheet Title: ISSUE DATE ISSUE FOR PLANCHECK 12.22.2025 All drawings and written material appearing herein constitute the original and unpublished work of MAD Studio and the same may not be duplicated, used or disclosed without the written consent of MAD Studio. Sheet No.: ISSUE DESCRIPTION ENGINEER/CONSULTANT ARCHITECT/ENGINEER STAMP 30 5 W 4 T H S T R E E T , S A N T A A N A , C A 9 2 7 0 1 CA F E OA S I S CLIENT www.madstudiola.com CITY STAMP Project Director: Project Designer: Project Tech: Project No:25030.300E.M. E.M. S.P. ISSUED FOR MEP 01.13.2026 ISSUED FOR PLAN CHECK COMMENTS- PLANNING DEPT.01.22.2026 ISSUED FOR PRICING 02.17.2026 ISSUED FOR PLAN CHECK COMMENTS - PLANNING DEPT.02.20.2026 ISSUED FOR COUNTY REVIEW 03.24.2026 ISSUED FOR ADDENDUM A 03.27.2026 ISSUED FOR BUILDING DEPT REVIEW 04.08.2026 ISSUED FOR BUILDING DEPT REVIEW - RESUBMITTAL 05.05.2026 ISSUED FOR BUILDING DEPT CORRECTIONS 05.20.2026 ID4.0 INTERIOR ELEVATIONS A A A A A A A A A A A A A 1 3 SCALE 3" = 1'-0"FLOOR-TO-STRUCT ABOVE PART. (NR) TY P E SIZE GA STEEL STUD SPAN NOTES/REMARKSINSUL PARTITION TYPE "C1" CONC SLAB FLOOR FINISH AS SCHEDULED METAL STUD. REFER TO CHART ABOVE FOR SIZE, GAUGE, AND SPAN CEILING AS SCHEDULED. REFER TO REFLECTED CEILING PLAN FOR CEILING TYPE & HEIGHT #10 SMS, ONE AT EA SIDE OF STUD 600S162-54 @ 16" O.C. CEILING JOISTS FLOOR FINISH AS SCHEDULED CONC SLAB CONTINUOUS ACOUSTIC SEALANT WALL BASE AS SCHEDULED #10 SMS ONE AT EACH SIDE OF STUD CONT UNPUNCHED 20 GA FLOOR TRACK ANCHORED TO SLAB PROVIDE FRICTION-FIT BATT INSULATION WHEN INDICATED ABOVE 0.145"Ø x 1" EMBED POWDER ACTUATED FASTENERS @ 32" O.C. 1 LAYER OF 5/8" THICK TYPE "X" GYPSUM BOARD AT EA SIDE OF STUD GYPSUM BOARD NOTES: 1. ALL GYP BD SHEETS ARE TO RUN VERTICALLY. 2. NO JOINTS EXCEPT AT STUDS. 3. SEAL ALL PENETRATIONS. 4. PROVIDE WATER-RESISTANT GYP. BD. AT WET AREAS. 5. ALL DUCTS PENETRATING THIS PARTITION SHALL RECEIVE FIRE/SMOKE DAMPERS. 8' - 6 " N T S 7/16" OSB PANEL SHEATHING C1 3-5/8"20 GA 16"R13 11 ' - 0 " N T S 7/16"SHEATHING W/ #8 SCREWS @ 6" OC. (ALL EDGES) SCALE 3" = 1'-0"FLOOR-TO-STRUCT ABOVE PART. (NR) TY P E SIZE GA STEEL STUD SPAN NOTES/REMARKSINSUL PARTITION TYPE "C2" FLOOR FINISH AS SCHEDULED CONTINUOUS ACOUSTICAL SEALANT WALL BASE AS SCHEDULED C2 3-5/8"20 GA 16"R13 SCHEDULED CEILING CONC SLAB #10 SMS ONE AT EA SIDE OF STUD CONT UNPUNCHED 20 GA FLOOR TRACK ANCHORED TO SLAB PROVIDE FRICTION-FIT BATT INSULATION WHEN INDICATED ABOVE 1 LAYER OF 5 8" THICK TYPE "X" GYPSUM BOARD AT EACH SIDE OF STUD GYPSUM BOARD NOTES: 1.ALL GYP BD SHEETS ARE TO RUN VERTICALLY. 2.NO JOINTS EXCEPT AT STUDS. 3.SEAL ALL PENETRATIONS. 4.PROVIDE WATER-RESISTANT GYP BD AT WET AREAS. REFER TO RCP 11 ' - 0 " PROVIDE ACOUSTICAL SEAL, BOTH SIDES 600S162-54 @ 16" O.C. CEILING JOISTS 7/16"SHEATHING W/ #8 SCREWS @ 6" OC. (ALL EDGES) 7/16" OSB PANEL SHEATHING 0.145"Ø x 1" EMBED POWDER ACTUATED FASTENERS @ 32" O.C. SCALE 3" = 1'-0"LOW-HEIGHT FURR PARTITION FLOOR FINISH AS SCHEDULED FLOOR (E) UL COMPLYING FASTENERS. ONE AT EA SIDE OF EA STUD CONT UNPUNCHED 20 GA FLOOR TRACK ANCHORED TO SLAB CONTINUOUS ACCOUSTICAL SEALANT (BOTH SIDES) 1 LAYER OF 5/8" THICK TYPE "X" GYPSUM BOARD AT FRONT SIDE OF STUD GYPSUM BOARD NOTES: 1. ALL GYP BD SHEETS ARE TO RUN VERTICALLY. 2. NO JOINTS EXCEPT AT STUDS. 3. SEAL ALL PENETRATIONS. CONT. CORNER BEAD, PAINTED TO MATCH WALL METAL STUD FRAMING. REFER TO CHART ABOVE FOR SIZE, GAUGE AND SPAN STEEL PLATE AT BASE OF STRUCT. STEEL TUBE STEEL STUDS: ICC-ESR-3064P HILTI X-U SHOT PIN - 0.157 DIA X 1" EMBED @ 24" O.C. (ICC ESR 2269) TY P E SIZE GA STEEL STUD SPAN NOTES/REMARKSINSUL PARTITION TYPE "P" F1 2-1/2"20 GA 24"R13 TOP OF MILLWORK PER PLAN EXISTING CONCRETE PERIMETER WALL 5 Sheet Title: ISSUE DATE ISSUE FOR PLANCHECK 12.22.2025 All drawings and written material appearing herein constitute the original and unpublished work of MAD Studio and the same may not be duplicated, used or disclosed without the written consent of MAD Studio. Sheet No.: ISSUE DESCRIPTION ENGINEER/CONSULTANT ARCHITECT/ENGINEER STAMP 30 5 W 4 T H S T R E E T , S A N T A A N A , C A 9 2 7 0 1 CA F E OA S I S CLIENT www.madstudiola.com CITY STAMP Project Director: Project Designer: Project Tech: Project No:25030.300E.M. E.M. S.P. ISSUED FOR MEP 01.13.2026 ISSUED FOR PLAN CHECK COMMENTS- PLANNING DEPT.01.22.2026 ISSUED FOR PRICING 02.17.2026 ISSUED FOR PLAN CHECK COMMENTS - PLANNING DEPT.02.20.2026 ISSUED FOR COUNTY REVIEW 03.24.2026 ISSUED FOR ADDENDUM A 03.27.2026 ISSUED FOR BUILDING DEPT REVIEW 04.08.2026 ISSUED FOR BUILDING DEPT REVIEW - RESUBMITTAL 05.05.2026 ISSUED FOR BUILDING DEPT CORRECTIONS 05.20.2026 ID5.0 CONSTRUCTION DETAILS 7 3 5 6 9 1 2 8 SCALE N.T.S.TYPICAL CORNER/JOINT DETAIL JOINT END CORNER METAL CORNER BEAD W/ JOINT COMPOUND & SAND SMOOTH TAPE W/ JOINT COMPOUND & SAND SMOOTH TAPE W/ JOINT COMPOUND & SAND SMOOTH METAL CORNER BEAD W/ JOINT COMPOUND & SAND SMOOTH STAGGER JOINTS @ 24" MINIMUM SCALE 3" = 1'-0"TYPICAL PARTITION INTERSECTION PLAN C PLAN A PARTITION AS SCHEDULED NOTE: GYPSUM BOARD IS NOT CONTINUOUS. FILL INTERSECTION CAVITY w/ ACOUSTICAL INSULATION WHERE SCHEDULED PLAN B PLAN D ACOUSTICAL PARTITION AS OCCURS NOTE: GYPSUM BOARD IS NOT CONTINUOUS SCALE 3" = 1'-0"OUTLET BOX @ PART w/ ACOUST INSUL 24" MIN 24" MIN NOTE: SEPARATE CONDUIT FOR OUTLET BOXES ON 2 SIDES OF PARTITION. NO CONTACT BETWEEN STUDS NOTES: 1. PLACE OUTLET BOXES IN SEPARATE STUD SPACES 2. BACK-TO-BACK OUTLETS NOT PERMITTED 3. PLUG ALL UNUSED KNOCK-OUTS IN OUTLET BOXES WIT KNOCK-OUT CAPS 4. DEPTH OF OUTLET BOX MUST BE COMPATIBLE WITH STUD SIZE IN ORDER TO ACCOMMODATE BOX PAD 5. ACOUSTICAL BOX PAD REQUIREMENT APPLIES TO ALL PARTITIONS WITH ACOUSTICAL INSTALLATION - APPLIES TO POWER, PHONE COMMUNICATIONS, ETC TYPICAL DOUBLE STUD PARTITION WITH SOUND ISOLATION (SIMILAR FOR STAGGERED STUDS) TYPICAL SINGLE STUD PARTITION WITH SOUND ISOLATION CONTINUOUS ACOUSTICAL SEALANT AROUND ENTIRE PERIMETER (TYP.) TYPICAL OUTLET BOX PARTITION AS SCHEDULED BOX PAD PARTITION AS SCHEDULED SCALE 1-1/2" = 1'-0"FIRE EXTINGUISHER CAB (RATED/NR) 4' - 0 " A F F T O T O P O F C A B I N E T , U . O . N . ROUGH OPEN'G VERIFY DIM. W/ FEC SPEC RO U G H O P E N I N G VE R I F Y W / S P E C I F I C A T I O N RECESSED/ SEMI-RECESSED FIRE EXTINGUISHER CABINET. PROVIDE RATED CABINET AT RATED WALLS 5/8" TYPE 'X' GYP BD AT TOP, BOTTOM AND SIDES OF RECESS 2 LAYERS OF 5/8" TYPE 'X' GYP. BD. PARTITION AS SCHEDULED. PROVIDE 6" STUD AS REQUIRED. REFER TO PLAN SCALE 3" = 1'-0"ALUMINUM DOOR FRAME DETAIL DOOR FRAME SILL B A DOOR FRAME JAMB C PARTITION AS SCHEDULED ALUMINUM DOOR FRAME FRAME BEYOND 2" VARIES VERIFY PART. WIDTH DOOR AS SCHEDULED 4" PERPENDICULAR PARTITION AS OCCURS PARTITION AS SCHEDULED ALUMINUM FRAME DOOR HINGE, REFER TO HARDWARE SCHEDULE DOOR AS SCHEDULED 1 1 / 2 " DO O R O P E N ' G RE F E R T O S C H E D . DOOR OPEN'G REFER TO SCHED. 2" 2" VA R I E S VE R I F Y P A R T . W I D T H 1 1/2" DOOR FRAME HEAD 2" 1/ 2 " MA X . DOOR AS SCHEDULED LINE OF FINISH FLOOR LINE OF CONCRETE FLOOR 17SCALE 6" = 1'-0"FLOOR TRANSITION TO CONC.DET. CONCRETE FLOOR FLOOR FINISH AS SCHEDULED, FLOAT AS REQUIRED METAL REDUCER STRIP, CONTRACTOR TO PROVIDE SAMPLES FOR APPROVAL PRIOR TO INSTALLATION FULL DEPTH WOOD BLOCKING METAL STUDS, TYPICAL CONT 16 GA (MODEL 54) CEMCO CST/SLIP-TRK SLOTTED (ICC-ESR-2012) #10 SMS ONE AT EA. SIDE OF STUD SCREW TO PLATE W/ (2) #8 SMS 5/ 8 " M A X . DE F L E C T I O N GA P SCALE 3" = 1'-0"METAL STUD ATTACHMENT 45° 45° PERPENDICULAR TO JOIST PARRALLEL TO JOIST SCALE NTSTYP. DIAGONAL BRACING DETAIL EXISTING STRUCTURE ABOVE 212" X 20 GA METAL STUD DIAGONAL BRACING AT 48" OC MAX ATTACH w/ #12 SMS CEILING AS SCHEDULED. REFER TO REFLECTED CEILING PLAN FULL DEPTH WOOD BLOCKING. REFER TO STRUCTURAL DWGS. FOR ATTACHMENTS ~(E) WOOD JOIST BEYOND (E) WOOD JOIST BEYOND 212" X 20 GA METAL STUD DIAGONAL BRACING AT 48" OC MAX CEILING AS SCHEDULED. REFER TO REFLECTED CEILING PLAN ATTACH w/ #12 SMS EXISTING STRUCTURE ABOVE FULL DEPTH WOOD BLOCKING. REFER TO STRUCTURAL DWGS. FOR ATTACHMENTS SCALE 3" = 1'-0"FLOOR / WALL QUARRY TILE DETAIL 6" M I N . U P T U R N QUARRY WALL TILE AS SCHEDULED O/ THINSET OR MORTER BED 3 8" MAX. GROUT JOINT QUARRY FLOOR TILE (REFER TO FINISH FLOOR PLAN) WATERPROOF MEMBRANE (MER-KRETE 300 OR APPROVED EQUAL) 5/8" WATER RESISTANT GYP.BD. CEMENTITIOUS BACKER BOARD PARTITION AS SCHEDULED EXISTING. FLOOR A B C LINE OF NEW CEILING QUARRY COVE BASE - FLOOR/WALL TRANSITION RE F E R E N C E E L E V A T I O N SCALE 3" = 1'-0"WALL TILE DETAIL 6" M I N . U P T U R N WALL TILE AS SCHEDULED O/ THINSET OR MORTER BED 316" MAX. GROUT JOINT FLOOR TILE (REFER TO FINISH FLOOR PLAN) WATERPROOF MEMBRANE (MER-KRETE 300 OR APPROVED EQUAL) 5/8" WATER RESISTANT GYP.BD. CEMENTITIOUS BACKER BOARD PARTITION AS SCHEDULED CONC. FLOOR A B C LINE OF NEW CEILING 3/8" SCHLUTERS®-DILEX-AHK SS - FLOOR/WALL TRANSITION RE F E R E N C E E L E V A T I O N 10 Sheet Title: ISSUE DATE ISSUE FOR PLANCHECK 12.22.2025 All drawings and written material appearing herein constitute the original and unpublished work of MAD Studio and the same may not be duplicated, used or disclosed without the written consent of MAD Studio. Sheet No.: ISSUE DESCRIPTION ENGINEER/CONSULTANT ARCHITECT/ENGINEER STAMP 30 5 W 4 T H S T R E E T , S A N T A A N A , C A 9 2 7 0 1 CA F E OA S I S CLIENT www.madstudiola.com CITY STAMP Project Director: Project Designer: Project Tech: Project No:25030.300E.M. E.M. S.P. ISSUED FOR MEP 01.13.2026 ISSUED FOR PLAN CHECK COMMENTS- PLANNING DEPT.01.22.2026 ISSUED FOR PRICING 02.17.2026 ISSUED FOR PLAN CHECK COMMENTS - PLANNING DEPT.02.20.2026 ISSUED FOR COUNTY REVIEW 03.24.2026 ISSUED FOR ADDENDUM A 03.27.2026 ISSUED FOR BUILDING DEPT REVIEW 04.08.2026 ISSUED FOR BUILDING DEPT REVIEW - RESUBMITTAL 05.05.2026 ISSUED FOR BUILDING DEPT CORRECTIONS 05.20.2026 ID5.1 CONSTRUCTION DETAILS A A A SCALE NTSTYPICAL GYPSUM BOARD CEILING NOTES: 1.PROVIDE LATERAL FORCE BRACING PER DETAIL 3/ID5.2, SIMILAR. 2.VERTICAL SUPPORT SHALL BE PROVIDED AS REQUIRED IN CHAPTER 47 OF THE UNIFORM BUILDING CODE, WITH THE ADDED REQUIREMENT THAT DISCONTINUOUS ENDS OF CROSS-RUNNERS AND MAIN RUNNERS SHALL BE VERTICALLY SUPPORTED @ 8" MAX FROM SUCH DISCONTINUITIES WHICH OCCUR WHERE CEILING IS DISRUPTED BY A WALL. 3.PROVIDE 118" x 112" x 20 GA ANGLE AT END OF EACH STUD TO CHANNEL. #12 GA SPLAY BRACED WIRES. REFER TO DETAIL 6 & 7 ON THIS SHEET 8 GA VERTICAL WIRE @ 4'-0" O.C. FOR ATTACHMENT TO STRUCT. ABOVE SEE DETAIL 6 ON THIS SHEET REFER TO SCHEDULE 3/ID5.2 112" 1.12 LBS/FT METAL CHANNEL @ 4'-0" OC METAL FURRING CLIPS OR MIN 2 STRANDS 18 GA WIRE TIES 1/4" MACHINE BOLT 7/8" x 26 GA GALV. METAL FURRING CHANNEL 2'-0" O.C. 5/8" TYPE "X" GYP. BD. 2 3SCALE 3" = 1'-0"HANGING SOFFIT STUD ATTACHMENT 2-1/2" MET. STUD BLOCKING SCREWED TO STRUCTURE ABOVE CONT 20 GA TOP TRACK w/ 2 1/2" FLANGES. ATTACH TO MET. STUD BLOCKING W/ #10 SMS METAL STUDS, TYPICAL ATTACH TO TRACK W/ #8 SMS EA. SIDE OF EACH STUD COPE FLANGES OF CROSS STUD AS REQUIRED SCALE 1-1/2" = 1'-0"SOFFIT CEILING DETAIL 1' - 3 " 8' - 6 " A . F . F . VARIES - REFER TO RCP 2'-0" MAX. 5/8" GYP. BD., TYP. CORNER BEAD, TYPICAL 3-5/8" x 20 GA. METAL STUD FRAMING @ 16" O.C. CORNER BEAD, TYPICAL 5/8" GYP. BD., TYP. 16 GA LEDGER TRACK W/ #10 SCREWS @ EACH SIDE LINE OF EXISTING CONC. WALL 3/8" Ø x 2" EMBED HILTI KB-TZ @ 24" O.C. ICC# ESR-1917 3-5/8" x 20 GA. BLOCKING @ 24" O.C. MAX. 3-5/8" x 20 GA. METAL STUD FRAMING @ 48" O.C. FOR ATTACHMENT TO STRUCTURE ABOVE SEE DETAIL 10/ID5.2 1 Sheet Title: ISSUE DATE ISSUE FOR PLANCHECK 12.22.2025 All drawings and written material appearing herein constitute the original and unpublished work of MAD Studio and the same may not be duplicated, used or disclosed without the written consent of MAD Studio. Sheet No.: ISSUE DESCRIPTION ENGINEER/CONSULTANT ARCHITECT/ENGINEER STAMP 30 5 W 4 T H S T R E E T , S A N T A A N A , C A 9 2 7 0 1 CA F E OA S I S CLIENT www.madstudiola.com CITY STAMP Project Director: Project Designer: Project Tech: Project No:25030.300E.M. E.M. S.P. ISSUED FOR MEP 01.13.2026 ISSUED FOR PLAN CHECK COMMENTS- PLANNING DEPT.01.22.2026 ISSUED FOR PRICING 02.17.2026 ISSUED FOR PLAN CHECK COMMENTS - PLANNING DEPT.02.20.2026 ISSUED FOR COUNTY REVIEW 03.24.2026 ISSUED FOR ADDENDUM A 03.27.2026 ISSUED FOR BUILDING DEPT REVIEW 04.08.2026 ISSUED FOR BUILDING DEPT REVIEW - RESUBMITTAL 05.05.2026 ISSUED FOR BUILDING DEPT CORRECTIONS 05.20.2026 ID5.2 CONSTRUCTION DETAILS 5 6 7 8 1 2 3 4 1 1 / 2 " 1/ 8 " 3" 1/ 2 " 2" 1/ 8 " 2" MIN. SCHEDULED COUNTERTOP DRAWER/ DOOR FACE AS SCHED. 3/4" PLYWOOD SUBSTRATE SCHEDULED COUNTERTOP 3/4" PLYWOOD SUBSTRATE WALL/CEILING LINE DRAWER/DOOR FACE PLAS. LAM. REVEAL TO MATCH CAB. LAMINATE DOOR FACE UNDERCABINET LIGHT FIXTURE AS SCHEDULED DOOR FACE AS OCCURS DRAWER/ DOOR FACE AS SCHED. DRAWER/ DOOR FACE AS SCHED. DRAWER/ DOOR FACE AS SCHED. CAB. PULL AS SCHED. CAB. PULL AS SCHED.PULL TAB AS SCHED. CAB. PULL AS SCHED. SEE DET. 1/id6.0 FOR ANCHOR. SEE DET. 2/id6.0 FOR ANCHORAGE BACK SPLASH AS OCCURS. SEE ELEVATIONS SCRIBE COUNTER TO WALL 4" M I N SCALE 3" = 1'-0"CABINET DETAILS A B C D E F G SCALE 3" = 1'-0"MILLWORK BASE ANCHORAGE DETAIL 5/8"Ø EXPANSION ANCHOR, 3 @ EACH BLOCK MIN. 4" FROM ENDS AND 4" MIN. EMBED: HILTI KWIKBOLT III (ICC-ES, ESR-2302) 2 X 4 WD. BLOCKING (P.T.) BASE W/#12 x 2" CADMIUM PLATED F.H.W.S. @ 12" O.C. PLAS. LAM. 0/ 3/4" MDF DOOR/DRAWER 3" LINE OF FINISH FLOOR 4" M I N SCALE 3" = 1'-0"MILLWORK BASE ANCHORAGE DETAIL PARTITION AS SCHEDULED SECURE CABINETS TO WALL W/ #14 x 4" SCREWS INTO STUDS OR BACKING PLATE @ 4" O.C. MIN. 2 PER UNIT 1 x 3 @ MID-HEIGHT. TYP. @ ALL CASEWORK OVER 3'-6" HIGH. SECURE TO FRAMING W/ 2- #10 x 2" WOOD SCREWS @ 4'-0" O.C. BACKING PLATE SEE DETAIL 3/id6.0 SCALE NTSMETAL SUPPORT BACKING ISOMETRIC METAL STUD FRAMING (PER PARTITION TYPE) @ 16" OC FOR LENGTH OF MILLWORK, SHELVING ETC. 3 - #12 SMS @ EACH STUD 6" x 20 GA UNPUNCHED BACKING TRACK EXTEND BACKING TRACK ONE STUD PAST END OF CABINET EACH END. PROVIDE (2) 20 GA BACKING TRACKS AT 35" & 67" O.C. SCALE 1-1/2" = 1'-0"BASE CABINET BACKSPLASH WHERE OCCURS SEE ELEVATION 1 1 / 2 " 1/ 8 " 2'-1" U.O.N ON PLAN 2' - 1 0 " SCHEDULED COUNTERTOP O/ 3/4" PLYWOOD SUBSTRATE CABINET DOOR - REFER TO ELEVATIONS FOR SCHEDULED FINISH. FOR MILLWORK HARDWARE & ACCESSORY SCHEDULE REFER TO SHEET ID3.0 LINE OF FINISH FLOOR ADJ. SHELVES ON HEAVY DUTY MTL. PIN SUPPORTS QUARRY COVE BASE TILE, SEE ELEVATION 4A id6.0 4C id6.0 4D id6.0 SCALE 1-1/2" = 1'-0"BASE CABINET W/ DRAWER 1 1 / 2 " 1/ 8 " 2' - 1 0 " ADJ. SHELVES ON HEAVY DUTY MTL. PIN SUPPORTS 6" DRAWERS ON FULL EXTENSION GLIDES 2'-1" U.O.N. ON PLAN CABINET DOOR & DRAWER - REFER TO ELEVATIONS FOR SCHEDULED FINISH. FOR MILLWORK HARDWARE & ACCESSORY SCHEDULE REFER TO SHEET ID3.0 LINE OF FINISH FLOOR QUARRY COVE BASE TILE, SEE ELEVATION BACKSPLASH WHERE OCCURS SEE ELEVATION SCHEDULED COUNTERTOP O/ 3/4" PLYWOOD SUBSTRATE 4A id6.0 4C id6.0 4D id6.0 SCALE 1-1/2" = 1'-0"BASE CABINET W/ EQUIPMENT 1 1 / 2 " 2' - 1 0 " UNDERCOUNTER REFRIGERATOR, DISHWASHER, OR ICE MAKER; SEE EQUIPMENT SCHEDULE TO TYPE LINE OF FINISH FLOOR PROVIDE END PANEL AS REQUIRED, SEE ELEVATION SCHEDULED COUNTERTOP O/ 3/4" MDF SUBSTRATE BACKSPLASH WHERE OCCURS SEE ELEVATION 2'-1" U.O.N. ON PLAN 4A id6.0 4D id6.0 QUARRY COVE BASE TILE, SEE ELEVATION PARTIAL HEIGHT WALL WHERE OCCURS SEE ELEVATION SCALE 1-1/2" = 1'-0"MILWORK COUNTER W/ MTL. ANGLE 1 1 / 2 " PARTITION AS SCHEDULED LINE OF FINISH FLOOR PAINT EXPOSED STEEL SUPPORT & SUBSTRATE. CONFIRM COLOR 2' - 1 0 " M A X . A D A H T . RAKKS SURFACE MOUNT SUPPORT BRACKETS, OR APPROVED EQUAL 2'-1" U.O.N. ON PLANS SCRIBE COUNTERTOP TO WALL SCREW SCHEDULED COUNTERTOP TO MTL SUPPORT ANGLE BELOW SCALE 1-1/2" = 1'-0"BASE CABINET W/ OPEN SHELF 1 1 / 2 " 2' - 1 0 " CABINET INTERIOR TO MATCH ADJACENT CABINET FACE ADJ. SHELVES ON HEAVY DUTY MTL. PIN SUPPORTS BACKSPLASH WHERE OCCURS SEE ELEVATION SCHEDULED COUNTERTOP O/ 3/4" PLYWOOD SUBSTRATE 2'-1" U.O.N. ON PLAN LINE OF FINISH FLOOR QUARRY COVE BASE TILE, SEE ELEVATION 4C id6.0 4D id6.0 PARTIAL HEIGHT WALL WHERE OCCURS SEE ELEVATION 9 Sheet Title: ISSUE DATE ISSUE FOR PLANCHECK 12.22.2025 All drawings and written material appearing herein constitute the original and unpublished work of MAD Studio and the same may not be duplicated, used or disclosed without the written consent of MAD Studio. Sheet No.: ISSUE DESCRIPTION ENGINEER/CONSULTANT ARCHITECT/ENGINEER STAMP 30 5 W 4 T H S T R E E T , S A N T A A N A , C A 9 2 7 0 1 CA F E OA S I S CLIENT www.madstudiola.com CITY STAMP Project Director: Project Designer: Project Tech: Project No:25030.300E.M. E.M. S.P. ISSUED FOR MEP 01.13.2026 ISSUED FOR PLAN CHECK COMMENTS- PLANNING DEPT.01.22.2026 ISSUED FOR PRICING 02.17.2026 ISSUED FOR PLAN CHECK COMMENTS - PLANNING DEPT.02.20.2026 ISSUED FOR COUNTY REVIEW 03.24.2026 ISSUED FOR ADDENDUM A 03.27.2026 ISSUED FOR BUILDING DEPT REVIEW 04.08.2026 ISSUED FOR BUILDING DEPT REVIEW - RESUBMITTAL 05.05.2026 ISSUED FOR BUILDING DEPT CORRECTIONS 05.20.2026 ID6.0 MILLWORK DETAILS A A A A Sheet Title: ISSUE DATE All drawings and written material appearing herein constitute the original and unpublished work of MAD Studio and the same may not be duplicated, used or disclosed without the written consent of MAD Studio. Sheet No.: ISSUE DESCRIPTION ENGINEER/CONSULTANT ARCHITECT/ENGINEER STAMP CLIENT ISSUE FOR PLAN CHECK 02.06.2026 CITY STAMP Project Director: Project Designer: Project Tech: Project No:E.M. E.M. S.P 25030.300 30 5 W 4 T H S T R E E T , S A N T A A N A , C A 9 2 7 0 1 SCALE : PARTIAL SINGLE LINE DIAGRAM N/A TYPICAL ROOM CONTROLLER WIRING DETAIL SCALE :N/A 1 2 3 4 5 6 7 8 PANEL SCHEDULES SCALE :N/A Sheet Title: ISSUE DATE All drawings and written material appearing herein constitute the original and unpublished work of MAD Studio and the same may not be duplicated, used or disclosed without the written consent of MAD Studio. Sheet No.: ISSUE DESCRIPTION ENGINEER/CONSULTANT ARCHITECT/ENGINEER STAMP CLIENT ISSUE FOR PLAN CHECK 02.06.2026 CITY STAMP Project Director: Project Designer: Project Tech: Project No:E.M. E.M. S.P 25030.300 30 5 W 4 T H S T R E E T , S A N T A A N A , C A 9 2 7 0 1 Sheet Title: ISSUE DATE All drawings and written material appearing herein constitute the original and unpublished work of MAD Studio and the same may not be duplicated, used or disclosed without the written consent of MAD Studio. Sheet No.: ISSUE DESCRIPTION ENGINEER/CONSULTANT ARCHITECT/ENGINEER STAMP CLIENT ISSUE FOR PLAN CHECK 02.06.2026 CITY STAMP Project Director: Project Designer: Project Tech: Project No:E.M. E.M. S.P 25030.300 30 5 W 4 T H S T R E E T , S A N T A A N A , C A 9 2 7 0 1 617 W. 7TH ST, STE 301 LOS ANGELES, CA 90017 E20243 213-593-9047 617 W. 7TH ST, STE 301 LOS ANGELES, CA 90017 305 W 4TH ST., SANTA ANA, CA 92701 305 W 4TH ST., SANTA ANA, CA 92701 02/05/2026 NA 213-593-9047 02/05/2026 DN UP DN UP UP (E) WOMENS RESTROOM 104OFFICE 111 OFFICE 110 (E) MENS RESTROOM 103 (E) OPEN OFFICE 106 (E) EXIT CORRIDOR - (D) (D)(D) (D) (E) (E) (E) (E) (E) (E) OPEN TO ABOVE (E) (E) (D) DN UP DN UP UP (E) WOMENS RESTROOM 104OFFICE 111 OFFICE 110 (E) MENS RESTROOM 103 (E) OPEN OFFICE 106 (E) EXIT CORRIDOR - 10 3 CAFE 101 BOH 102 LOBBY 100 105 STORAGE 105 Sheet Title: ISSUE DATE All drawings and written material appearing herein constitute the original and unpublished work of MAD Studio and the same may not be duplicated, used or disclosed without the written consent of MAD Studio. Sheet No.: ISSUE DESCRIPTION ENGINEER/CONSULTANT ARCHITECT/ENGINEER STAMP CLIENT ISSUE FOR PLAN CHECK 02.06.2026 CITY STAMP Project Director: Project Designer: Project Tech: Project No:E.M. E.M. S.P 25030.300 30 5 W 4 T H S T R E E T , S A N T A A N A , C A 9 2 7 0 1 SCALE : NORTH 1/8" = 1'-0"SCALE : NORTH 1/8" = 1'-0" DN UP DN UP UP (E) WOMENS RESTROOM 104OFFICE 111 OFFICE 110 (E) MENS RESTROOM 103 (E) OPEN OFFICE 106 (E) EXIT CORRIDOR - F1 F1 F2F2 F1 F1 F3F4 F3 F3 10 3 CAFE 101 BOH 102 LOBBY 100 105 STORAGE 105 DN UP DN UP UP (E) WOMENS RESTROOM 104OFFICE 111 OFFICE 110 (E) MENS RESTROOM 103 (E) OPEN OFFICE 106 (E) EXIT CORRIDOR - F1 F1 F2F2 F1 F1 F3F4 F3 F3 10 3 CAFE 101 BOH 102 LOBBY 100 105 STORAGE 105 Sheet Title: ISSUE DATE All drawings and written material appearing herein constitute the original and unpublished work of MAD Studio and the same may not be duplicated, used or disclosed without the written consent of MAD Studio. Sheet No.: ISSUE DESCRIPTION ENGINEER/CONSULTANT ARCHITECT/ENGINEER STAMP CLIENT ISSUE FOR PLAN CHECK 02.06.2026 CITY STAMP Project Director: Project Designer: Project Tech: Project No:E.M. E.M. S.P 25030.300 30 5 W 4 T H S T R E E T , S A N T A A N A , C A 9 2 7 0 1 SCALE : NORTH 1/8" = 1'-0"SCALE : NORTH 1/8" = 1'-0" SCALE :NONE 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