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Home My WebLink About444 E Huntington Dr - 2024 -444 E. HUNTINGTON DR, ARCADIA, CA 91006 SYMBOLS BUILDING DEPARTMENT NOTES FIRE DEPARTMENT NOTES PROJECT DIRECTORY SHEET INDEXABBREVIATIONS VICINITY MAP BUILDING SUMMARY/SCOPE OF WORK PROJECT SITE ARCHITECTURAL DRAWINGSEXISTING BUILDING INFORMATION CONSTRUCTION TYPE: NUMBER OF FLOORS: SPRINKLERED: OCCUPANCY TYPE: II-B 4 EXISTING SPRINKLERED EXISTING 'B' TO REMAIN id1.0 DEMOLITION PLAN id1.1 NOT USED id2.0 PARTITION/PROPOSED PLAN id2.1 REFLECTED CEILING PLAN id2.2 POWER AND SIGNAL PLAN id3.0 NOT USED id4.0 INTERIOR ELEVATIONS id5.0 PARTITION CONSTRUCTION DETAILS id5.2 CEILING CONSTRUCTION DETAILS id6.0 MILLWORK DETAILS 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 NORTH APPLICABLE CODES: STATE BUILDING STANDARDS (CCR, TITLE 24, 2022 EDITION) 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 1.FIRE LIFE SAFETY AND 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 2022 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. 9.AN APPROVED SEISMIC GAS SHUT OFF VALVE OR EXCESS FLOW SHUT OFF VALVE WILL BE INSTALLED ON THE FUEL GAS LINE ON THE DOWN STREAM SIDE OF THE UTILITY METER AND BE RIGIDLY CONNECTED TO THE EXTERIOR OF THE BUILDING OR STRUCTURE CONTAINING THE FUEL GAS PIPING. SCOPE OF WORK: TENANT IMPROVEMENT TO EXISTING OFFICE SPACE. EXISTING 'B' OCCUPANCY TO REMAIN, NO CHANGE OF USE. EXISTING FLOOR USABLE AREA:7,574 SQ.FT. SCOPE OF WORK (NEW CONSTRUCTION): 700 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 - - - - - - ROOM DESIGNATION ELEVATION NUMBER 1 ROOM NAME No. 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 ALIGNMENT OF NEW AND EXISTING ELEMENTS SURFACE MATERIAL REFERENCE FIXTURE REFERENCE EQUIPMENT REFERENCE WALL FINISH SPECIFICATION BASE MATERIAL SPECIFICTION WALL/BASE FINISH REFERENCE FLOOR FINISH REFERENCE FLOOR FINISH DIRECTION FLOOR FINISH TRANSITIONFINFIN HEIGHT MATERIAL MAT NUM NUM MAT NUM CLIENT:WELLS FARGO - - - EMAIL: - GENERAL CONTRACTOR:CLUNE CONSTRUCTION IRVING CALDERON 725 S. FIGUEROA ST., STE 300 LOS ANGELES, CA 90017 PHONE: 213.457.7016 EMAIL: icalderon@clunegc.com DESIGN FIRM:MAD STUDIO ED MELGAR 670 GLENMORE BLVD. GLENDALE, CALIFORNIA 91206 EMAIL: ed@madstudiola.com PHONE: 818.795.3900 WELLS FARGO ARCADIA HUNTINGTON Project Director: Sheet Title: Project Designer: Project Tech: Project No: ISSUE DATE E.M. S.P. 24023.300 E.M. ISSUE FOR PLANCHECK 09.06.2024 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 ARCHITECT/ENGINEER STAMP 44 4 E . H U N T I N G T O N D R AR C A D I A , C A 9 1 0 0 6 WE L L S F A R G O AR C A D I A HU N T I N G T O N CLIENT www.madstudiola.com CITY STAMP A CERTIFIED INTERIOR DESIGNER IS A COMPETENT DESIGN PROFESSIONAL WHO MAY PREPARE AND SUBMIT NON-STRUCTURAL NON-SEISMIC CONSTRUCTION DOCUMENTS AND SPECIFICATIONS TO LOCAL BUILDING DEPARTMENTS FOR THE PURPOSES OF PLAN CHECK. B&P CODE SECTION 5800 AND DEPARTMENT OF CONSUMER AFFAIRS CALIFORNIA ARCHITECTS BOARD SECTION 5538: A CERTIFIED INTERIOR DESIGNER MAY DESIGN ANY TYPE OF NON-STRUCTURAL OR NON-SEISMIC INTERIOR SPACES CONSISTENT WITH SECTION 5800 AND SECTION 5538. THEY MAY ENGAGE IN THE PROGRAMMING, PLANNING, DESIGNING AND DOCUMENTING THE CONSTRUCTION AND INSTALLATION OF NON-STRUCTURAL OR NON-SEISMIC ELEMENTS, WITHIN THE INTERIOR SPACES OF A BUILDING. "NON-STRUCTURAL" MEANS INTERIOR ELEMENTS THAT ARE NON-LOAD BEARING. "NON-SEISMIC" MEANS INTERIOR ELEMENTS THAT DO NOT ASSIST IN THE SEISMIC BRACING OF A BUILDING'S STRUCTURAL SYSTEM. COMMON NON-STRUCTURAL ITEMS INCLUDE CEILING AND PARTITION SYSTEMS AS THESE COMPONENTS EMPLOY NORMAL AND TYPICAL BRACING CONVENTIONS AND DO NOT ASSIST IN THE STRUCTURAL INTEGRITY OF A BUILDING. REVISION #1 10.11.2024 PLANCHECK CORRECTIONS 10.22.2024 ID0.0 COVER SHEET 2 2 2 2 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. Project Director: Sheet Title: Project Designer: Project Tech: Project No: ISSUE DATE E.M. S.P. 24023.300 E.M. ISSUE FOR PLANCHECK 09.06.2024 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 ARCHITECT/ENGINEER STAMP 44 4 E . H U N T I N G T O N D R AR C A D I A , C A 9 1 0 0 6 WE L L S F A R G O AR C A D I A HU N T I N G T O N CLIENT www.madstudiola.com CITY STAMP A CERTIFIED INTERIOR DESIGNER IS A COMPETENT DESIGN PROFESSIONAL WHO MAY PREPARE AND SUBMIT NON-STRUCTURAL NON-SEISMIC CONSTRUCTION DOCUMENTS AND SPECIFICATIONS TO LOCAL BUILDING DEPARTMENTS FOR THE PURPOSES OF PLAN CHECK. B&P CODE SECTION 5800 AND DEPARTMENT OF CONSUMER AFFAIRS CALIFORNIA ARCHITECTS BOARD SECTION 5538: A CERTIFIED INTERIOR DESIGNER MAY DESIGN ANY TYPE OF NON-STRUCTURAL OR NON-SEISMIC INTERIOR SPACES CONSISTENT WITH SECTION 5800 AND SECTION 5538. THEY MAY ENGAGE IN THE PROGRAMMING, PLANNING, DESIGNING AND DOCUMENTING THE CONSTRUCTION AND INSTALLATION OF NON-STRUCTURAL OR NON-SEISMIC ELEMENTS, WITHIN THE INTERIOR SPACES OF A BUILDING. "NON-STRUCTURAL" MEANS INTERIOR ELEMENTS THAT ARE NON-LOAD BEARING. "NON-SEISMIC" MEANS INTERIOR ELEMENTS THAT DO NOT ASSIST IN THE SEISMIC BRACING OF A BUILDING'S STRUCTURAL SYSTEM. COMMON NON-STRUCTURAL ITEMS INCLUDE CEILING AND PARTITION SYSTEMS AS THESE COMPONENTS EMPLOY NORMAL AND TYPICAL BRACING CONVENTIONS AND DO NOT ASSIST IN THE STRUCTURAL INTEGRITY OF A BUILDING. 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. Project Director: Sheet Title: Project Designer: Project Tech: Project No: ISSUE DATE E.M. S.P. 24023.300 E.M. ISSUE FOR PLANCHECK 09.06.2024 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 ARCHITECT/ENGINEER STAMP 44 4 E . H U N T I N G T O N D R AR C A D I A , C A 9 1 0 0 6 WE L L S F A R G O AR C A D I A HU N T I N G T O N CLIENT www.madstudiola.com CITY STAMP A CERTIFIED INTERIOR DESIGNER IS A COMPETENT DESIGN PROFESSIONAL WHO MAY PREPARE AND SUBMIT NON-STRUCTURAL NON-SEISMIC CONSTRUCTION DOCUMENTS AND SPECIFICATIONS TO LOCAL BUILDING DEPARTMENTS FOR THE PURPOSES OF PLAN CHECK. B&P CODE SECTION 5800 AND DEPARTMENT OF CONSUMER AFFAIRS CALIFORNIA ARCHITECTS BOARD SECTION 5538: A CERTIFIED INTERIOR DESIGNER MAY DESIGN ANY TYPE OF NON-STRUCTURAL OR NON-SEISMIC INTERIOR SPACES CONSISTENT WITH SECTION 5800 AND SECTION 5538. THEY MAY ENGAGE IN THE PROGRAMMING, PLANNING, DESIGNING AND DOCUMENTING THE CONSTRUCTION AND INSTALLATION OF NON-STRUCTURAL OR NON-SEISMIC ELEMENTS, WITHIN THE INTERIOR SPACES OF A BUILDING. "NON-STRUCTURAL" MEANS INTERIOR ELEMENTS THAT ARE NON-LOAD BEARING. "NON-SEISMIC" MEANS INTERIOR ELEMENTS THAT DO NOT ASSIST IN THE SEISMIC BRACING OF A BUILDING'S STRUCTURAL SYSTEM. COMMON NON-STRUCTURAL ITEMS INCLUDE CEILING AND PARTITION SYSTEMS AS THESE COMPONENTS EMPLOY NORMAL AND TYPICAL BRACING CONVENTIONS AND DO NOT ASSIST IN THE STRUCTURAL INTEGRITY OF A BUILDING. ID0.2 GENERAL NOTES FLOORS AND LEVELS IN BUILDINGS AND FACILITIES, FLOORS OF A GIVEN STORY SHALL BE A COMMON LEVEL THROUGHOUT, OR SHALL BE CONNECTED BY PEDESTRIAN RAMPS OR PASSENGER ELEVATORS GROUND AND FLOOR SURFACES ALONG ACCESSIBLE ROUTES AND IN ACCESSIBLE ROOMS AND SPACES, INCLUDING FLOORS, WALKS, RAMPS, STAIRS, AND CURB RAMPS, SHALL BE STABLE,FIRM, AND SLIP-RESISTANT CHANGES IN LEVEL UP TO INCH MAY BE VERTICAL AND WITHOUT EDGE TREATMENT CHANGES IN LEVEL BETWEEN INCH AND INCH SHALL BE BEVELED WITH A SLOPE NO GREATER THAN ONE UNIT VERTICAL IN UNITS HORIZONTAL PERCENT SLOPE CHANGES IN LEVEL GREATER THAN INCH SHALL BE ACCOMPLISHED BY MEANS OF A CURB RAMP, RAMP, OR ELEVATOR IF CARPET OR CARPET TILE IS USED ON A GROUND OR FLOOR SURFACE, THEN IT SHALL BE SECURELY ATTACHED HAVE A FIRM CUSHION, PAD OR BACKING OR NO CUSHION OR PAD AND HAVE A LEVEL LOOP, TEXTURED LOOP, LEVEL CUT PILE, OR LEVEL CUTUNCUT PILE TEXTURE THE MAXIMUM PILE HEIGHT SHALL BE õ INCH EXPOSED EDGES OF CARPET SHALL BE FASTENED TO FLOOR SURFACES AND HAVE TRIM ALONG THE ENTIRE LENGTH OF THE EXPOSED EDGE CARPET EDGE TRIM SHALL COMPLY WITH SECTION B SIGNS & IDENTIFICATION THE INTERNATIONAL SYMBOL OF ACCESSIBILITY SHALL CONSIST OF A WHITE FIGURE ON A BLUE BACKGROUND THE BLUE SHALL BE E4UAL TO COLOR NO IN FEDERAL STANDARD B ALL BUILDING AND FACILITY ENTRANCES THAT ARE ACCESSIBLE TO AND USABLE BY PERSONS WITH DISABILITIES AND AT EVERY MAJOR JUNCTION ALONG OR LEADING TO AN ACCESSIBLE ROUTE OF TRAVEL SHALL BE IDENTIFIED WITH A SIGN DISPLAYING THE INTERNATIONAL SYMBOL OF ACCESSIBILITY AND WITH ADDITIONAL DIRECTIONAL SIGNS TO BE VISIBLE TO PERSONS ALONG APPROACHING CIRCULATION PATHS WHERE PERMANENT IDENTIFICATION SIGNS ARE PROVIDED FOR ROOMS AND SPACES OF A BUILDING OR SITE, RAISED CHARACTERS SHALL BE PROVIDED AND SHALL BE ACCOMPANIED BY BRAILLE IN CONFORMANCE WITH SECTION B THROUGH B SIGNS SHALL BE INSTALLED ON THE WALL ADJACENT TO THE LATCH OUTSIDE OF THE DOOR WHERE THERE IS NO WALL SPACE ON THE LATCH SIDE, INCLUDING AT DOUBLE LEAF DOORS, SIGNS SHALL BE PLACED ON THE NEAREST ADJACENT WALL, PREFERABLY ON THE RIGHT MOUNTING HEIGHT SHALL BE INCHES ABOVE THE FINISHED FLOOR TO THE CENTERLINE OF THE SIGN MOUNTING LOCATION SHALL BE DETERMINED SO THAT A PERSON MAY APPROACH WITHIN INCHES OF SIGNAGE WITHOUT ENCOUNTERING PROTRUDING OBJECTS OR STANDING WITHIN THE SWING OF A DOOR WHEN SIGNS DIRECT TO OR GIVE INFORMATION ABOUT PERMANENT ROOMS AND FUNCTIONAL SPACES OF A BUILDING OR SITE, THEY SHALL COMPLY WITH SECTIONS B, B, AND B FOR OTHER MEANS OF EGRESS SIGNS AND IDENTIFICATION SEE CHAPTER , SECTIONS , , , , , AND WHEN RAISED CHARACTERS OR WHEN PICTOGRAM SYMBOLS ARE USED, THEY SHALL CONFORM TO THE FOLLOWING DCHARACTERS ON SIGNS SHALL BE RAISED -INCH MINIMUM AND SHALL BE SANS - SERIF UPPERCASE CHARACTERS ACCOMPANIED BY CONTRACTED GRADE BRAILLE COMPLYING WITH SECTION B ERAISED CHARACTERS OR SYMBOLS SHALL BE A MINIMUM OF INCH HIGH AND A MAXIMUM OF INCHES HIGH FPICTORIAL SYMBOL SIGNS PICTOGRAMS SHALL BE ACCOMPANIED BY THE VERBAL DESCRIPTION PLACED DIRECTLY BELOW THE PICTOGRAM THE OUTSIDE DIMENSION OF THE PICTOGRAM FIELD SHALL BE A MINIMUM OF INCHES IN HEIGHT GCHARACTERS AND BRAILLE SHALL BE IN A HORIZONTAL FORMAT BRAILLE SHOULD BE PLACED A MINIMUM OF -INCH AND A MAXIMUM OF õ-INCH DIRECTLY BELOW THE TACTILE CHARACTERS FLUSH LEFT OR CENTERED WHEN TACTILE SIGN IS MULTI-LINED, ALL BRAILLE SHALL BE PLACED TOGETHER BELOW ALL LINES OF TACTILE TEXT B CHARACTERS ON SIGNS SHALL HAVE A WIDTH-TO-HEIGHT RATIO OF BETWEEN AND AND A STROKE WIDTH-TO-HEIGHT RATIO BETWEEN AND CHARACTERS, SYMBOLS AND THEIR BACKGROUND SHALL HAVE A NON-GLARE FINISH CHARACTERS AND SYMBOLS SHALL CONTRAST WITH THEIR BACKGROUND, EITHER LIGHT CHARACTERS ON A DARK BACKGROUND OR DARK CHARACTERS ON A LIGHT BACKGROUND CHARACTERS AND NUMBERS ON SIGNS RE4UIRED TO BE ACCESSIBLE BY SECTION B ITEMS AND SHALL BE SIZED ACCORDING TO THE TABLE IN SECTION B CONTRACTED GRADE BRAILLE SHALL BE USED WHEREVER BRAILLE IS RE4UIRED IN OTHER PORTIONS OF THESE STANDARDS DOTS SHALL BE INCH ON CENTERS IN EACH CELL WITH -INCH SPACE BETWEEN CELLS DOTS SHALL BE RAISED A MINIMUM OF INCH ABOVE THE BACKGROUND ENTRANCES & EXITS ALL ENTRANCES AND EXTERIOR GROUND FLOOR EXIT DOORS TO BUILDINGS AND FACILITIES SHALL BE MADE ACCESSIBLE TO PERSONS WITH DISABILITIES EVERY RE4UIRED EXIT DOORWAY SHALL BE CAPABLE OF OPENING AT LEAST DEGREES, SHALL HAVE A MINIMUM CLEAR OPENING OF INCHES, AND SHALL BE OF A SIZE AS TO PERMIT THE INSTALLATION OF A DOOR NOT LESS THAN FEET IN WIDTH AND FEET INCHES IN HEIGHT THE SPACE BETWEEN TWO CONSECUTIVE DOOR OPENINGS IN A VESTIBULE, SERVING OTHER THAN A RE4UIRED EXIT STAIRWAY, SHALL PROVIDE A MINIMUM OF INCHES OF CLEAR SPACE FROM ANY DOOR OPENING INTO SUCH VESTIBULE WHEN THE DOOR IS POSITIONED AT AN ANGLE OF DEGREES FROM ITS CLOSED POSITION DOORS IN A SERIES SHALL SWING EITHER IN THE SAME DIRECTION OR AWAY FROM THE SPACE BETWEEN THE DOORS SEE FIGURES B- & B- CONTROLS & OPERATING MECHANISMS CONTROLS AND OPERATING MECHANISMS IN ACCESSIBLE SPACES, ALONG ACCESSIBLE ROUTES OR AS PART OF ACCESSIBLE ELEMENTS AND THOSE IN SECTION ARE RE4UIRED TO BE ACCESSIBLE CLEAR FLOOR SPACE COMPLYING WITH SECTION B THAT ALLOWS A FORWARD OR PARALLEL APPROACH BY A PERSON USING A WHEELCHAIR SHALL BE PROVIDED AT CONTROLS, DISPENSERS, RECEPTACLES, AND OTHER OPERABLE E4UIPMENT THE HIGHEST AND LOWEST OPERABLE PART OF ALL CONTROLS, DISPENSERS, RECEPTACLES, AND OTHER OPERABLE E4UIPMENT SHALL BE PLACED WITHIN ONE OF THE REACH RANGES SPECIFIED IN SECTIONS B AND B CONTROLS AND OPERATING MECHANISMS SHALL BE OPERABLE WITH ONE HAND AND SHALL NOT RE4UIRE TIGHT GRASPING, PUNCHING, OR TWISTING OF THE WRIST THE FORCE RE4UIRED TO ACTIVATE CONTROLS SHALL BE NO GREATER THAN POUNDS FOR ACCESSIBLE LAVATORIES, FAUCET CONTROLS AND OPERATING MECHANISMS SHALL BE OPERABLE WITH ONE HAND AND SHALL NOT RE4UIRE GRASPING, PINCHING, OR TWISTING OF THE WRIST THE FORCE RE4UIRED TO ACTIVE FAUCET CONTROLS AND OPERATING MECHANISMS SHALL BE NO GREATER THAN LBF LEVER-OPERATED, PUSH-TYPE, AND ELECTRONICALLY CONTROLLED MECHANISMS ARE EXAMPLES OF ACCEPTABLE DESIGNS SELF-CLOSING VALVES ARE ALLOWED IF THE FAUCET REMAINS OPEN FOR AT LEAST SECONDS SPACE ALLOWANCE & REACH RANGES THE MINIMUM CLEAR FLOOR OR GROUND SPACE RE4UIRED TO ACCOMMODATE A SINGLE, STATIONARY WHEELCHAIR AND OCCUPANT IS INCHES BY INCHES THE MINIMUM CLEAR FLOOR OR GROUND SPACE FOR WHEELCHAIRS MAY BE POSITIONED FOR FORWARD OR PARALLEL APPROACH TO AN OBJECT CLEAR FLOOR OR GROUND SPACE FOR WHEELCHAIRS MAY BE A PART OF THE KNEE SPACE RE4UIRED UNDER SOME OBJECTS ONE FULL-UNOBSTRUCTED SIDE OF THE CLEAR FLOOR OR GROUND SPACE FOR A WHEELCHAIR SHALL ADJOIN OR OVERLAP AN ACCESSIBLE ROUTE OR ADJOIN ANOTHER WHEELCHAIR CLEAR FLOOR SPACE IF A CLEAR FLOOR OR GROUND SPACE IS LOCATED IN AN ALCOVE OR OTHERWISE CONFINED ON ALL OR PART OF THREE SIDES, ADDITIONAL MANEUVERING CLEARANCES SHALL BE PROVIDED THE SPACE RE4UIRED FOR A WHEELCHAIR TO MAKE A -DEGREE TURN IS A CLEAR SPACE OF INCHES DIAMETER OR A T-SHAPED SPACE THE MINIMUM CLEAR WIDTH RE4UIRED FOR A WHEELCHAIR TO TURN AROUND AN OBSTRUCTION SHALL BE INCHES MINIMUM WHERE THE OBSTRUCTION IS INCHES OR MORE IN LENGTH INCHES MINIMUM WHERE THE OBSTRUCTION IS LESS THAN INCHES IN LENGTH THE MINIMUM CLEAR WIDTH FOR SINGLE WHEELCHAIR PASSAGE SHALL BE INCHES AT A POINT AND INCHES CONTINUOUSLY THE MINIMUM WIDTH FOR TWO WHEELCHAIRS TO PASS IS INCHES IF THE CLEAR FLOOR SPACE ONLY ALLOWS FORWARD APPROACH TO AN OBJECT, THE MAXIMUM HIGH FORWARD REACH ALLOWED SHALL BE INCHES SEE FIGURE B-CA THE MINIMUM LOW FORWARD REACH IS INCHES IF THE HIGH FORWARD REACH IS OVER AN OBSTRUCTION, REACH AND CLEARANCES SHALL BE AS SHOWN IN FIGURE B-CB IF THE CLEAR FLOOR SPACE ALLOWS PARALLEL APPROACH BY A PERSON IN A WHEELCHAIR, THE MAXIMUM HIGH SIDE REACH ALLOWED SHALL BE INCHES AND THE LOW SIDE REACH SHALL BE NO LESS THAN INCHES ABOVE THE FLOOR AS SHOWN IN FIGURES B-DA & B IF THE SIDE REACH IS OVER AND OBSTRUCTION, THE REACH AND CLEARANCES SHALL BE AS SHOWN IN FIGURE B-DC ELECTRICAL THE HIGHEST OPERABLE PART OF ALL CONTROLS, DISPENSERS, RECEPTACLES AND OTHER OPERABLE E4UIPMENT SHALL BE INSTALLED AT AN ACCESSIBLE LOCATION MEETING THE CLEARANCES AND REACH RANGE RE4UIREMENTS OF SECTIONS B AND B CONTROLS AND SWITCHES INTENDED TO BE USED BY THE OCCUPANT OF THE ROOM OR AREA TO CONTROL LIGHTING AND RECEPTACLE OUTLETS, APPLIANCES, OR COOLING, HEATING, AND VENTILATING E4UIPMENT, SHALL BE LOCATED NO MORE THAN INCHES MEASURED FROM THE TOP OF THE OUTLET BOX NOR LESS THAN INCHES MEASURED FROM THE BOTTOM OF THE OUTLET BOX TO THE LEVEL OF THE FINISH FLOOR OR WORKING PLATFORM ELECTRICAL RECEPTACLE OUTLETS ON BRANCH CIRCUITS OF AMPERES OR LESS AND COMMUNICATION SYSTEM RECEPTACLES SHALL BE LOCATED NO MORE THAN INCHES MEASURED FROM THE TOP OF THE RECEPTACLE OUTLET BOX OR RECEPTACLE HOUSING NOR LESS THAN INCHES MEASURED FROM THE BOTTOM OF THE RECEPTACLE OUTLET BOX OR RECEPTACLE HOUSING TO THE LEVEL OF THE FINISH FLOOR OR WORKING PLATFORM EMPLOYEE WORK AREAS & WORK STATIONS EMPLOYEE AREAS SHALL COMPLY WITH THE ACCESSIBILITY RE4UIREMENTS OF CHAPTER B SPECIFIC WORKSTATIONS NEED ONLY COMPLY WITH AISLE WIDTH AND FLOORS AND LEVELS, AND ENTRYWAYS SHALL BE INCHES IN CLEAR WIDTH AISLES SHALL NOT BE LESS THAN INCHES IF SERVING ONLY ONE SIDE, AND NOT LESS THAN INCHES WIDE IF SERVING BOTH SIDES EMPLOYEE WORK AREAS SHALL HAVE A MINIMUM OF INCHES CLEAR WIDTH ACCESS FIXED OR BUILT-IN SEATING, TABLES & COUNTERS WHERE FIXED OR BUILT-IN SEATING, TABLES, OR COUNTERS ARE PROVIDED IN ACCESSIBLE PUBLIC USE OR COMMON USE AREAS, FIVE PERCENT BUT NEVER LESS THAN ONE MUST BE ACCESSIBLE, AS RE4UIRED IN SECTION B IF SEATING SPACES FOR PERSONS IN WHEELCHAIRS ARE PROVIDED AT FIXED TABLES OR COUNTERS, CLEAR FLOOR SPACE COMPLYING WITH SECTION B SHALL BE PROVIDED SUCH CLEAR FLOOR SPACE SHALL NOT OVERLAP KNEE SPACE BY MORE THAN INCHES IF SEATING FOR PERSONS IN WHEELCHAIRS IS PROVIDED AT FIXED TABLES OR COUNTERS, KNEE SPACES AT LEAST INCHES HIGH, INCHES WIDE, AND INCHES DEEP SHALL BE PROVIDED THE TOPS OF TABLES AND COUNTERS SHALL BE INCHES TO INCHES FROM THE FLOOR OR GROUND WHERE A SINGLE COUNTER CONTAINS MORE THAN ONE TRANSACTION STATION, SUCH AS A BANK COUNTER WITH MULTIPLE TELLER WINDOWS OR A RETAIL SALES COUNTER WITH MULTIPLE CASH REGISTER STATIONS, AT LEAST PERCENT, BUT NEVER LESS THAN ONE OF EACH TYPE OF STATION SHALL BE LOCATED AT A SECTION OF COUNTER THAT IS AT LEAST INCHES LONG AND NO MORE THAN TO INCHES HIGH STAIRWAYS STAIRWAYS SHALL HAVE HANDRAILS ON EACH SIDE HANDRAILS SHALL BE CONTINUOUS ALONG BOTH SIDES OF THE STAIRWAY INTERMEDIATE HANDRAILS SHALL BE PROVIDED AS RE4UIRED IN SECTION THE TOP OF HANDRAIL GRIPPING SURFACE SHALL BE MOUNTED TO INCHES ABOVE THE NOSING OF THE TREADS HANDRAILS SHALL EXTEND A MINIMUM OF INCHES BEYOND THE TOP NOSING AND INCHES PLUS THE TREAD WIDTH BEYOND THE BOTTOM NOSING AT THE TOP, THE EXTENSION SHALL BE PARALLEL WITH THE FLOOR OR GROUND SURFACE AT THE BOTTOM, THE HANDRAIL SHALL CONTINUE TO SLOPE FOR A DISTANCE OF THE WIDTH OF ONE TREAD FROM THE BOTTOM RISER THE REMAINDER OF THE EXTENSION SHALL BE HORIZONTAL SEE FIGURES B- AND B- ENDS SHALL BE RETURNED SMOOTHLY TO FLOOR, WALL OR POST THE HANDGRIP PORTION OF HANDRAILS SHALL BE NOT LESS THAN - INCHES OR MORE THAN - INCHES IN CROSSSECTIONAL NOMINAL DIMENSION OR THE SHAPE SHALL PROVIDE AN E4UIVALENT GRIPPING SURFACE THE HANDGRIP PORTION OF HANDRAILS SHALL HAVE A SMOOTH SURFACE WITH NO SHARP CORNERS GRIPPING SURFACES TOP OR SIDES SHALL BE UNINTERRUPTED BY NEWEL POSTS, OTHER CONSTRUCTION ELEMENTS, OR OBSTRUCTIONS ANY WALL OR OTHER SURFACE ADJACENT TO THE HANDRAIL SHALL BE FREE OF SHARP OR ABRASIVE ELEMENTS EDGES SHALL HAVE A MINIMUM RADIUS OF INCH THE ORIENTATION OF AT LEAST ONE HANDRAIL SHALL BE IN THE DIRECTION OF THE RUN OF THE STAIR AND PERPENDICULAR TO THE DIRECTION OF THE STAIR NOSING, AND SHALL NOT REDUCE THE MINIMUM RE4UIRED WIDTH OF STAIRS HANDRAILS PROJECTING FROM A WALL SHALL HAVE A SPACE OF - INCHES BETWEEN THE WALL AND THE HANDRAIL HANDRAILS MAY BE LOCATED IN A RECESS IF THE RECESS IS A MAXIMUM OF INCH DEEP AND EXTENDS AT LEAST INCHES ABOVE THE TOP OF THE RAIL HANDRAILS SHALL NOT ROTATE IN THEIR FITTINGS 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 INCHES WIDE TO A MAXIMUM OF INCHES WIDE PLACED PARALLEL TO, AND NOT MORE THAN 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 STAIR TREADS SHALL BE NO LESS THAN INCHES DEEP, MEASURED FROM RISER TO RISER STAIR RISER HEIGHTS SHALL BE INCHES MAXIMUM AND INCHES MINIMUM ON ANY GIVEN FLIGHT OF STAIRS, ALL STEPS SHALL HAVE UNIFORM RISER HEIGHT AND UNIFORM TREAD WIDTHS ALL TREAD SURFACES SHALL BE SLIP-RESISTANT WEATHER EXPOSED STAIRS AND THEIR APPROACHES SHALL BE DESIGNED SO THAT WATER WILL NOT ACCUMULATE ON THE WALKING SURFACES TREADS SHALL HAVE SMOOTH, ROUNDED, OR BEVELED EXPOSED EDGES RISERS SHALL BE SOLID AND SHALL BE VERTICAL OR SLOPED FROM THE UNDERSIDE OF THE LEADING EDGE OF THE TREAD ABOVE AT AN ANGLE NOT MORE THAN DEGREES FROM THE VERTICAL OPEN RISERS ARE NOT PERMITTED THE RADIUS OF CURVATURE AT THE LEADING EDGE NOSING OF THE TREAD SHALL BE NO GREATER THAN õ INCH BEVELING OF NOSINGS SHALL NOT EXCEED õ INCH NOSINGS SHALL NOT PROJECT MORE THAN - INCHES PAST THE FACE OF THE RISER BELOW NOSINGS THAT PROJECT BEYOND RISERS SHALL HAVE THE UNDERSIDE OF THE LEADING EDGE BEVELED AT AN ANGLE NOT MORE THAN DEGREES FROM THE VERTICAL THE TRANSITION FROM THE NOSING TO THE RISER SHALL BE FREE OF ABRUPT EDGES ALL PROJECTIONS SHALL BE OF UNIFORM SIZE, INCLUDING NOSINGS AT LANDINGS TACTILE FLOOR IDENTIFICATION SIGNS RE4UIRED BY CHAPTER , SECTION THAT COMPLY WITH SECTION B SHALL BE LOCATED AT EACH FLOOR LEVEL LANDING IN ALL ENCLOSED STAIRWAYS IN BUILDINGS TWO OR MORE STORIES IN HEIGHT TO IDENTIFY THE FLOOR LEVEL AT EXIT DISCHARGE LEVEL, THE SIGN SHALL INCLUDE A RAISED FIVEPOINTED 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 HAZARDS AND PROTRUDING OBJECTS ABRUPT CHANGES IN LEVEL, EXCEPT BETWEEN A WALK OR SIDEWALK AND AN ADJACENT STREET OR DRIVEWAY, EXCEEDING INCHES IN A VERTICAL DIMENSION, SUCH AS AT PLANTERS OR FOUNTAINS LOCATED IN OR ADJACENT TO WALKS, SIDEWALKS, OR OTHER PEDESTRIAN WAYS, SHALL BE IDENTIFIED BY WARNING CURBS PROJECTING AT LEAST INCHES IN HEIGHT ABOVE THE WALK OR SIDEWALK SURFACE TO WARN THE BLIND OF A POTENTIAL DROP OFF OBJECTS PROJECTING FROM WALLS WITH THEIR LEADING EDGES BETWEEN INCHES AND INCHES ABOVE THE FINISHED FLOOR SHALL PROTRUDE NO MORE THAN INCHES INTO WALKS, HALLS, CORRIDORS, PASSAGEWAYS, OR AISLES OBJECTS MOUNTED WITH THEIR LEADING EDGES AT OR BELOW INCHES ABOVE THE FINISHED FLOOR MAY PROTRUDE ANY AMOUNT INTO WALKS, HALLS, CORRIDORS, PASSAGEWAYS, OR AISLES FREESTANDING OBJECTS MOUNTED ON POSTS OR PYLONS MAY OVERHANG INCHES MAXIMUM FROM INCHES TO INCHES ABOVE THE GROUND OR FINISHED FLOOR PROTRUDING OBJECTS SHALL NOT REDUCE THE CLEAR WIDTH OF AN ACCESSIBLE ROUTE OR MANEUVERING SPACE WALKS, HALLS, CORRIDORS, PASSAGEWAYS, AISLES, OR OTHER CIRCULATION SPACES SHALL HAVE INCHES MINIMUM CLEAR HEADROOM ANY OBSTRUCTION THAT OVERHANGS A PEDESTRIAN WAY SHALL BE A MINIMUM OF INCHES ABOVE THE WALKING SURFACE AS MEASURED FROM THE BOTTOM OF THE OBSTRUCTION MULTIPLE ACCOMMODATION SANITARY FACILITIES A CLEAR SPACE MEASURED FROM THE FLOOR TO A HEIGHT OF ABOVE THE FLOOR, WITHIN THE SANITARY FACILITY ROOM, OF SUFFICIENT SIZE TO INSCRIBE A CIRCLE WITH A DIAMETER NOT LESS THAN OTHER THAN THE DOOR TO THE ACCESSIBLE WATER CLOSET COMPARTMENT, A DOOR, IN ANY POSITION, MAY ENCROACH INTO THIS SPACE BY NOT MORE THAN DOORS SHALL NOT SWING INTO THE CLEAR FLOOR SPACE RE4UIRED FOR ANY FIXTURE DOORS MAY SWING INTO THAT PORTION OF MANEUVERING SPACE WHICH DOES NOT OVERLAP THE FIXTURE·S RE4UIRED CLEAR FLOOR SPACE SEE FIGURES B-E C AND E A WATER CLOSET FIXTURE LOCATED IN A COMPARTMENT SHALL PROVIDE A MINIMUM WIDE CLEAR SPACE FROM A FIXTURE OR A MINIMUM WIDE CLEAR SPACE FROM A WALL AT ONE SIDE OF THE WATER CLOSET THE OTHER SIDE OF THE WATER CLOSET SHALL PROVIDE FROM THE CENTERLINE OF THE WATER CLOSET TO THE WALL GRAB BARS SHALL NOT PROJECT MORE THAN INTO THESE CLEAR SPACES THE STALL SHALL BE MINIMUM OF WIDE IF THE COMPARTMENT HAS A SIDE-OPENING DOOR, EITHER INS-WINGING OR OUT-SWINGING, A MINIMUM INCHES WIDE AND INCHES DEEP MANEUVERING SPACE SHALL BE PROVIDED IN FRONT OF THE WATER CLOSET IF THE COMPARTMENT HAS AN END-OPENING DOOR FACING THE WATER CLOSET, EITHER IN-SWINGING OR OUT-SWINGING, A MINIMUM INCHES WIDE AND INCHES DEEP MANEUVERING SPACE SHALL BE PROVIDED IN FRONT OF THE WATER CLOSET THE DOOR SHALL BE LOCATED IN FRONT OF THE CLEAR FLOOR SPACE AND DIAGONAL TO THE WATER CLOSET, WITH A MAXIMUM STILE WIDTH OF INCHES THE WATER CLOSET COMPARTMENT SHALL BE E4UIPPED WITH A DOOR THAT HAS AN AUTOMATIC-CLOSING DEVICE, AND SHALL HAVE A CLEAR, UNOBSTRUCTED OPENING WIDTH OF WHEN LOCATED AT THE END AND WHEN LOCATED AT THE SIDE WITH THE DOOR POSITIONED AT AN ANGLE OF DEGREES FROM ITS CLOSED POSITION THE INSIDE AND OUTSIDE OF THE COMPARTMENT DOOR SHALL BE E4UIPPED WITH A LOOP OR U-SHAPED HANDLE IMMEDIATELY BELOW THE LATCH THE LATCH SHALL BE FLIP-OVER STYLE, SLIDING, OR OTHER HARDWARE NOT RE4UIRING THE USER TO GRASP OR TWIST EXCEPT FOR DOOR OPENING WIDTHS AND DOOR SWINGS, A CLEAR, UNOBSTRUCTED ACCESS NOT LESS THAN SHALL BE PROVIDED TO WATER CLOSET COMPARTMENTS DESIGNED FOR USE BY PERSONS WITH DISABILITIES THE SPACE IMMEDIATELY IN FRONT OF A WATER CLOSET COMPARTMENT SHALL BE NOT LESS THAN AS MEASURED AT RIGHT ANGLES TO COMPARTMENT DOOR IN ITS CLOSED POSITION WHERE SIX OR MORE COMPARTMENTS ARE PROVIDED WITHIN A MULTIPLE-ACCOMMODATION TOILET ROOM, IN ADDITION TO THE WATER CLOSET AND COMPARTMENT RE4UIRED BY ITEMS AND ABOVE, PROVIDE AT LEAST ONE AMBULATORY ACCESSIBLE COMPARTMENT THE AMBULATORY ACCESSIBLE COMPARTMENT SHALL BE INCHES WIDE WITH AN OUTWARD SWINGING SELF-CLOSING DOOR AND PARALLEL GRAB BARS COMPLYING WITH SECTION B, ITEM , B PROVIDE INCHES CLEARANCE AT THE STRIKE SIDE OF WATER CLOSET COMPARTMENT DOORS NO EXCEPTION TOILET ROOM FLOORS SHALL HAVE A STABLE, FIRM, SLIP RESISTANT SURFACE IN COMPLIANCE WITH SECTION B ACCESSIBLE WATER CLOSETS THE HEIGHT OF ACCESSIBLE WATER CLOSETS SHALL BE A MINIMUM OF AND A MAXIMUM OF MEASURED TO THE TOP OF A MAXIMUM HIGH TOILET SEAT, EXCEPT THAT SEATS SHALL BE PERMITTED ONLY IN ALTERATIONS WHERE THE EXISTING FIXTURE IS LESS THAN HIGH PROVIDE CLEAR FLOOR SPACE AND MANEUVERING SPACE AT ACCESSIBLE WATER CLOSETS IN COMPLIANCE WITH SECTION B, ITEM REFER TO SECTION B, ITEMS AND FOR ADDITIONALLY RE4UIRED MANEUVERING SPACE AT MULTIPLE-ACCOMMODATION TOILET FACILITIES REFER TO SECTION B, ITEM FOR ADDITIONALLY RE4UIRED MANEUVERING SPACE AT SINGLE ACCOMMODATION TOILET FACILITIES DWHERE A WATER CLOSET IS NOT WITHIN A WATER CLOSET COMPARTMENT, CLEAR FLOOR SPACE AROUND THE WATER CLOSET SHALL BE INCHES MINIMUM MEASURED PERPENDICULAR FROM THE SIDE WALL CLOSEST TO THE WATER CLOSET AND INCHES MINIMUM MEASURED PERPENDICULAR FROM THE REAR WALL SEE FIGURE B-E A EWHERE A WALL MOUNTED WATER CLOSET IS INSTALLED WITHIN AN ACCESSIBLE WATER CLOSET COMPARTMENT,CLEAR FLOOR SPACE AROUND THE WATER CLOSET SHALL BE INCHES MINIMUM MEASURED PERPENDICULAR FROM THE SIDE WALL CLOSEST TO THE WATER CLOSET AND INCHES MINIMUM MEASURED PERPENDICULAR FROM THE REAR WALL WHERE A FLOOR MOUNTED WATER CLOSET IS INSTALLED WITHIN AN ACCESSIBLE WATER CLOSET COMPARTMENT, CLEAR FLOOR SPACE AROUND THE WATER CLOSET SHALL BE INCHES MINIMUM MEASURED PERPENDICULAR FROM THE SIDE WALL AND INCHES MINIMUM MEASURED PERPENDICULAR FROM THE REAR WALL SEE FIGURES B-E B, C, D AND E FWHERE A WATER CLOSET IS INSTALLED WITHIN AN ACCESSIBLE WATER CLOSET COMPARTMENT WITH AN INSWINGING DOOR, A MINIMUM INCHES WIDE BY INCHES DEEP MANEUVERING SPACE SHALL BE PROVIDED IN FRONT OF THE CLEAR FLOOR SPACE RE4UIRED IN ITEM SEE FIGURES B-E C AND E ACCESSIBLE LAVATORIES A CLEAR FLOOR SPACE BY IN FRONT OF A LAVATORY TO ALLOW A FORWARD APPROACH SUCH CLEAR FLOOR SPACE SHALL ADJOIN OR OVERLAP AN ACCESSIBLE ROUTE AND SHALL EXTEND A MAXIMUM OF INTO KNEE AND TOE SPACE UNDERNEATH THE LAVATORY LAVATORIES, WHEN LOCATED ADJACENT TO A SIDE WALL OR PARTITION, SHALL BE A MINIMUM OF TO THE CENTER LINE OF THE FIXTURE ALL LAVATORIES THAT ARE DESIGNATED TO BE ACCESSIBLE SHALL BE A MINIMUM IN HORIZONTAL DEPTH AND MOUNTED WITH THE RIM OR COUNTER EDGE NO HIGHER THAN ABOVE THE FINISHED FLOOR AND WITH VERTICAL CLEARANCE MEASURED FROM THE BOTTOM OF THE APRON OR THE OUTSIDE BOTTOM EDGE OF THE LAVATORY OF , REDUCING TO AT A POINT LOCATED BACK FROM THE FRONT EDGE IN ADDITION, A MINIMUM HIGH TOE CLEARANCE MUST BE PROVIDED EXTENDING BACK TOWARD THE WALL TO A DISTANCE NO MORE THAN FROM THE BACK WALL THE TOE CLEARANCE SPACE MUST BE FREE OF E4UIPMENT OR OBSTRUCTIONS HOT WATER AND DRAIN PIPES UNDER ACCESSIBLE LAVATORIES SHALL BE INSULATED OR OTHERWISE COVERED THERE SHALL BE NO SHARP OR ABRASIVE SURFACES UNDER LAVATORIES ACCESSIBLE URINALS WHERE URINALS ARE PROVIDED, AT LEAST ONE SHALL HAVE A CLEAR FLOOR SPACE BY IN FRONT OF THE URINAL TO ALLOW FORWARD APPROACH URINALS SHALL BE FLOOR MOUNTED, STALL-TYPE OR WALL HUNG WHERE ONE OR MORE WALL HUNG URINALS ARE PROVIDED, AT LEAST ONE WITH AN ELONGATED RIM PROJECTING A MINIMUM OF FROM THE WALL, A MAXIMUM OF FROM THE WALL, AND A MAXIMUM OF ABOVE THE FLOOR SHALL BE PROVIDED CONTROLS FOR WATER CLOSET FLUSH VALVES SHALL BE MOUNTED ON THE WIDE SIDE OF TOILET AREAS AUTOMATIC SPRING TO LIFTED POSITION SEATS ARE NOT ALLOWED WATER CLOSET AND URINAL FLUSH VALVE CONTROLS, AND FAUCET AND OPERATING MECHANISM CONTROLS, SHALL BE OPERABLE WITH ONE HAND, SHALL NOT RE4UIRE TIGHT GRASPING, PINCHING, OR TWISTING OF THE WRIST, AND SHALL BE MOUNTED NO MORE THAN ABOVE THE FLOOR THE FORCE RE4UIRED TO ACTIVATE WATER CLOSET AND URINAL FLUSH VALVE CONTROLS, AND FAUCET AND OPERATING MECHANISM CONTROLS, SHALL BE NO GREATER THAN LBF ELECTRONIC OR AUTOMATIC FLUSHING CONTROLS ARE ACCEPTABLE AND PREFERABLE SELF-CLOSING FAUCET CONTROL VALVES ARE ALLOWED IF THE FAUCET REMAINS OPEN FOR AT LEAST SECONDS ALL MIRRORS LOCATED ABOVE ACCESSIBLE LAVATORIES OR COUNTERTOPS SHALL BE INSTALLED WITH THE BOTTOM EDGE OF THE REFLECTING SURFACE NO HIGHER THAN FROM THE FINISH FLOOR OR GROUND WHEN MIRRORS ARE PROVIDED AT LOCATIONS OTHER THAN ABOVE LAVATORIES OR COUNTERTOPS, AT LEAST ONE SHALL BE INSTALLED WITH THE BOTTOM EDGE OF THE REFLECTING SURFACE µ MAXIMUM ABOVE THE FINISH FLOOR OR GROUND MIRRORS IN FITTING AND DRESSING AREAS SHALL COMPLY WITH SECTION B IF MEDICINE CABINETS ARE PROVIDED, AT LEAST ONE SHALL BE LOCATED WITH A USABLE SHELF NO HIGHER THAN ABOVE THE FLOOR A CLEAR FLOOR SPACE BY COMPLYING WITH SECTION B SHALL BE PROVIDED IN FRONT OF A MEDICINE CABINET TO ALLOW A FORWARD OR PARALLEL APPROACH GRAB BARS GRAB BARS FOR WATER CLOSETS NOT LOCATED WITHIN A COMPARTMENT SHALL COMPLY WITH SECTION B AND SHALL BE PROVIDED ON THE SIDE WALL CLOSEST TO THE WATER CLOSET AND ON THE REAR WALL GRAB BARS FOR WATER CLOSETS LOCATED WITHIN AN ACCESSIBLE COMPARTMENT SHALL COMPLY WITH SECTION B AND SHALL BE PROVIDED ON THE SIDE WALL CLOSEST TO THE WATER CLOSET AND ON THE REAR WALL GRAB BARS FOR WATER CLOSETS LOCATED WITHIN AMBULATORY ACCESSIBLE COMPARTMENTS SHALL COMPLY WITH SECTION B AND SHALL BE PROVIDED ON BOTH SIDES OF THE COMPARTMENT THE SIDE GRAB BARS SHALL BE LONG MINIMUM, LOCATED MAXIMUM FROM THE REAR WALL, AND EXTEND MINIMUM FROM THE REAR WALL THE FRONT END SHALL BE POSITIONED MINIMUM IN FRONT OF THE WATER CLOSET, AND SHALL BE SECURELY ATTACHED AND CENTERED ABOVE AND PARALLEL TO THE FLOOR THE REAR GRAB BARS SHALL BE LONG MINIMUM AND EXTEND FROM THE CENTERLINE OF THE WATER CLOSET MINIMUM ON ONE SIDE AND MINIMUM ON THE OTHER SIDE THE REAR GRAB BAR SHALL BE SECURELY ATTACHED AND CENTERED ABOVE AND PARALLEL TO THE FLOOR, EXCEPT THAT WHERE A TANK-TYPE TOILET IS USED, WHICH OBSTRUCTS PLACEMENT AT , THE BAR MAY BE AS HIGH AS , WITH - MINIMUM BETWEEN THE BAR AND TOP OF TANK THE DIAMETER OR WIDTH OF THE GRIPPING SURFACES OF A GRAB BAR SHALL BE ô TO õ NOMINAL, OR THE SHAPE SHALL PROVIDE AN E4UIVALENT GRIPPING SURFACE IF GRAB BARS ARE MOUNTED ADJACENT TO A WALL, THE SPACE BETWEEN THE WALL AND THE GRAB BARS SHALL BE õ THE STRUCTURAL STRENGTH OF GRAB BARS, TUB AND SHOWER SEATS, FASTENERS, AND MOUNTING DEVICES SHALL MEET THE FOLLOWING SPECIFICATIONS B DBENDING STRESS IN A GRAB BAR OR SEAT INDUCED BY THE MAXIMUM BENDING MOMENT FROM THE APPLICATION OF A -LB POINT LOAD SHALL BE LESS THAN THE ALLOWABLE STRESS FOR THE MATERIAL OF THE GRAB BAR OR SEAT ESHEAR STRESS INDUCED IN A GRAB BAR OR SEAT BY THE APPLICATION OF A -LB POINT LOAD SHALL BE LESS THAN THE ALLOWABLE SHEAR STRESS FOR THE MATERIAL OF THE GRAB BAR OR SEAT, AND ITS MOUNTING BRACKET OR OTHER SUPPORT IS CONSIDERED TO BE FULLY RESTRAINED, THEN DIRECT AND TORSIONAL SHEAR STRESSES SHALL NOT EXCEED THE ALLOWABLE SHEAR STRESS FSHEAR FORCE INDUCED IN FASTENER OR MOUNTING DEVICES FROM THE APPLICATION OF A -LB POINT LOAD SHALL BE LESS THAN THE ALLOWABLE LATERAL LOAD OF EITHER THE FASTENER OR MOUNTING DEVICE OR THE SUPPORTING STRUCTURE, WHICHEVER HAS THE SMALLER ALLOWABLE LOAD GTENSILE FORCE INDUCED IN A FASTENER BY A DIRECT TENSION FORCE OF A -LB POINT LOAD, PLUS THE MAXIMUM MOMENT FROM THE APPLICATION OF A -LB POINT LOAD, SHALL BE LESS THAN THE ALLOWABLE WITHDRAWAL LOAD BETWEEN THE FASTENER AND SUPPORTING STRUCTURE HGRAB BARS SHALL NOT ROTATE WITHIN THEIR FITTINGS THE GRAB BAR AND ANY WALL OR OTHER SURFACE ADJACENT TO IT SHALL BE FREE OF ANY SHARP OR ABRASIVE ELEMENTS EDGES SHALL HAVE A MINIMUM RADIUS OF ACCESSIBLE SINKS A CLEAR FLOOR SPACE AT LEAST BY COMPLYING WITH SECTION B SHALL BE PROVIDED IN FRONT OF A SINK TO ALLOW FORWARD APPROACH THE CLEAR FLOOR SPACE SHALL BE ON AN ACCESSIBLE ROUTE AND SHALL EXTEND A MAXIMUM OF UNDERNEATH THE SINK EACH ACCESSIBLE SINK SHALL BE A MAXIMUM OF - DEEP SINKS SHALL BE MOUNTED WITH THE COUNTER OR RIM NO HIGHER THAN ABOVE THE FINISH FLOOR KNEE CLEARANCE THAT IS AT LEAST HIGH, WIDE, AND DEEP SHALL BE PROVIDED UNDER SINKS HOT WATER AND DRAIN PIPES EXPOSED UNDER SINKS SHALL BE INSULATED OR OTHERWISE CONFIGURED SO AS TO PROTECT AGAINST CONTACT THERE SHALL BE NO SHARP OR ABRASIVE SURFACES UNDER SINKS FAUCET CONTROLS AND OPERATING MECHANISMS SHALL BE OPERABLE WITH ONE HAND AND SHALL NOT RE4UIRE TIGHT GRASPING, PINCHING, OR TWISTING OF THE WRIST THE FORCE RE4UIRED TO ACTIVATE CONTROLS SHALL BE NOT GREATER THAN LBF LEVER-OPERATED, PUSH-TYPE, AND ELECTRONICALLY CONTROLLED MECHANISMS ARE EXAMPLES OF ACCEPTABLE DESIGNS SELF-CLOSING FAUCET CONTROL VALVES ARE ALLOWED IF THE FAUCET REMAINS OPEN FOR AT LEAST SECONDS DOORS EXIT DOORS SHALL BE OPENABLE FROM THE INSIDE WITHOUT THE USE OF A KEY OR ANY SPECIAL KNOWLEDGE OR EFFORT MANUALLY OPERATED EDGE OR SURFACE-MOUNTED FLUSH BOLTS AND SURFACE BOLTS ARE PROHIBITED WHEN EXIT DOORS ARE USED IN PAIRS AND APPROVED AUTOMATIC FLUSH BOLTS ARE USED, THE DOOR LEAF HAVING THE AUTOMATIC FLUSH BOLTS SHALL HAVE NO DOORKNOB OR SURFACE-MOUNTED HARDWARE THE UNLATCHING OF ANY LEAF SHALL NOT RE4UIRED MORE THAN ONE OPERATION LATCHING AND LOCKING DOORS THAT ARE HAND ACTIVATED AND WHICH ARE IN A PATH OF TRAVEL SHALL BE OPERABLE WITH A SINGLE EFFORT BY LEVER TYPE HARDWARE, PANIC BARS, PUSH-PULL ACTIVATING BARS, OR OTHER HARDWARE DESIGNED TO PROVIDE PASSAGE WITHOUT RE4UIRING THE ABILITY TO GRASP THE OPENING HARDWARE LOCKED EXIT DOORS SHALL OPERATE AS ABOVE IN EGRESS DIRECTION HAND ACTIVATED DOOR OPENING HARDWARE TO BE MOUNTED TO ABOVE THE FLOOR AND BE OPERABLE WITH A SINGLE EFFORT BY LEVER TYPE HARDWARE MAXIMUM EFFORT TO OPERATE DOORS SHALL NOT EXCEED POUNDS FOR EXTERIOR DOORS AND POUNDS FOR INTERIOR DOORS, SUCH PULL OR PUSH EFFORT BEING APPLIED AT RIGHT ANGLES TO HINGED DOORS AND AT THE CENTER PLANE OF SLIDING OR FOLDING DOORS COMPENSATING DEVICES OR AUTOMATIC OPERATORS MAY BE UTILIZED TO MEET THE ABOVE STANDARDS WHEN FIRE DOORS ARE RE4UIRED, THE MAXIMUM EFFORT TO OPERATE THE DOOR MAY BE INCREASED TO THE MAXIMUM ALLOWABLE BY THE APPROPRIATE ADMINISTRATIVE AUTHORITY, NOT TO EXCEED POUNDS ONE DOOR OF A PAIR OF DOORS SHALL MEET THE MINIMUM WIDTH RE4UIREMENTS MAXIMUM HEIGHT OF THRESHOLD TO BE MAXIMUM VERTICAL CHANGE AT EDGE IS WITH A MAXIMUM BEVEL OF SLOPE ALL RE4UIRED EXIT DOORWAYS SHALL HAVE A MINIMUM CLEAR OPENING WITH THE DOOR AT DEGREE TO THE CLOSED POSITION THERE SHALL BE A LEVEL AND CLEAR FLOOR OR LANDING ON EACH SIDE OF EXIT DOOR THE LENGTH OF LEVEL AREA IN THE DIRECTION OF DOOR SWING SHALL BE AND IN THE OPPOSITE DIRECTION THE WIDTH OF THE LEVEL AREA ON THE SIDE TO WHICH THE DOOR SWINGS SHALL EXTEND PAST THE STRIKE EDGE OF THE DOOR FOR EXTERIOR AND PAST THE STRIKE FOR INTERIOR DOORS PROVIDE CLEAR SPACE OF INCHES PAST STRIKE EDGE OF THE DOOR ON THE OPPOSITE SIDE TO WHICH THE DOOR SWINGS IF THE DOOR IS E4UIPPED WITH BOTH A LATCH AND A CLOSER THE FLOOR OR LANDING SHALL BE NOT MORE THAN INCH LOWER THAN THE THRESHOLD OF THE DOORWAY CHANGE IN LEVEL BETWEEN INCH AND INCH SHALL BE BEVELED WITH A SLOPE NO GREATER THAN ONE UNIT VERTICAL IN UNITS HORIZONTAL THE BOTTOM INCHES OF ALL DOORS EXCEPT AUTOMATIC AND SLIDING SHALL HAVE A SMOOTH, UNINTERRUPTED SURFACE TO ALLOW THE DOOR TO BE OPENED BY A WHEELCHAIR FOOTREST WITHOUT CREATING A TRAP OR HAZARDOUS CONDITION WHERE NARROW FRAME DOORS ARE USED, A INCH HIGH SMOOTH PANEL SHALL BE INSTALLED ON THE PUSH SIDE OF THE DOOR, WHICH WILL ALLOW THE DOOR TO BE OPENED BY A WHEELCHAIR FOOTREST WITHOUT CREATING A TRAP OR HAZARDOUS CONDITION THE MAXIMUM FORCE RE4UIRED TO PUSH OR PULL OPEN A DOOR SHALL COMPLY WITH THE FOLLOWING PUSH OR PULL FORCE FOR A HINGED DOOR SHALL BE MEASURED PERPENDICULAR TO THE DOOR FACE AT THE DOOR OPENING HARDWARE OR INCHES FROM THE HINGED SIDE, WHICHEVER IS FARTHER FROM THE HINGE PUSH OR PULL FORCE FOR A SLIDING OR FOLDING DOOR SHALL BE MEASURED PARALLEL TO THE DOOR AT THE DOOR PULL OR LATCH COMPENSATING DEVISES OR AUTOMATIC DOOR OPERATORS COMPLYING WITH SECTION B MAY BE USED TO MEET THE MAXIMUM FORCE LIMITS DRE4UIRED FIRE DOORS SHALL HAVE THE MINIMUM OPENING FORCE ALLOWABLE BY THE APPROPRIATE ADMINISTRATIVE AUTHORITY, NOT TO EXCEED LBF EOTHER THAN RE4UIRED FIRE DOORS, INTERIOR DOORS SHALL HAVE A MAXIMUM OPENING FORCE OF LBF FOTHER THAN RE4UIRED FIRE DOORS, EXTERIOR DOORS SHALL HAVE A MAXIMUM OPENING FORCE OF LBF PURMHFW DLUHFWRU SKHHW TLWOH PURMHFW DHVLJQHU PURMHFW THFK PURMHFW NR ISSUE DATE EM SP EM ISSUE FOR PLANCHECK 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. SKHHW NR ISSUE DESCRIPTION ARCHITECTENGINEER STAMP 44 4 E . H U N T I N G T O N D R AR C A D I A , C A 9 1 0 0 6 WE L L S F A R G O AR C A D I A HU N T I N G T O N CLIENT www.madstudiola.com CITY STAMP A CERTIFIED INTERIOR DESIGNER IS A COMPETENT DESIGN PROFESSIONAL WHO MAY PREPARE AND SUBMIT NON-STRUCTURAL NON-SEISMIC CONSTRUCTION DOCUMENTS AND SPECIFICATIONS TO LOCAL BUILDING DEPARTMENTS FOR THE PURPOSES OF PLAN CHECK B&P CODE SECTION AND DEPARTMENT OF CONSUMER AFFAIRS CALIFORNIA ARCHITECTS BOARD SECTION A CERTIFIED INTERIOR DESIGNER MAY DESIGN ANY TYPE OF NON-STRUCTURAL OR NON-SEISMIC INTERIOR SPACES CONSISTENT WITH SECTION AND SECTION THEY MAY ENGAGE IN THE PROGRAMMING, PLANNING, DESIGNING AND DOCUMENTING THE CONSTRUCTION AND INSTALLATION OF NON-STRUCTURAL OR NON-SEISMIC ELEMENTS, WITHIN THE INTERIOR SPACES OF A BUILDING NON-STRUCTURAL MEANS INTERIOR ELEMENTS THAT ARE NON-LOAD BEARING NON-SEISMIC MEANS INTERIOR ELEMENTS THAT DO NOT ASSIST IN THE SEISMIC BRACING OF A BUILDING S STRUCTURAL SYSTEM COMMON NON-STRUCTURAL ITEMS INCLUDE CEILING AND PARTITION SYSTEMS AS THESE COMPONENTS EMPLOY NORMAL AND TYPICAL BRACING CONVENTIONS AND DO NOT ASSIST IN THE STRUCTURAL INTEGRITY OF A BUILDING ID0.3 ACCESSIBILITY NOTES 14 113 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 SCALE NTSTYPICAL ACCESSIBLE PARKING STALL NO PARKING WHEEL STOP 1.ACCESSIBLE PARKING SHALL BE PROVIDED PER CBC SECTION 11B-208. VAN ACCESSIBLE PARKING SHALL BE PROVIDED PER CBC SECTION 11B-208.2.4. PARKING SPACES SHALL COMPLY WITH CBC SECTION 11B-502. 2.PARKING SPACES AND ACCESS AISLES SERVING THEM SHALL COMPLY WITH SECTION 11B-302. ACCESS AISLES SHALL BE AT THE SAME LEVEL AS THE PARKING SPACES THEY SERVE. CHANGES IN LEVEL ARE NOT PERMITTED. 3.ACCESS ISLE - THE RUNNING SLOPE OF WALKING SURFACES SHALL NOT BE STEEPER THAN 1:20. THE CROSS SLOPE OF WALKING SURFACES SHALL NOT BE STEEPER THAN 1:48. 4.ACCESS ROUTE - THE RUNNING SLOPE OF WALKING SURFACES SHALL NOT BE STEEPER THAN 1:20. THE CROSS SLOPE OF WALKING SURFACES SHALL NOT BE STEEPER THAN 1:48. 9'-0" MIN. 12'-0" FOR VAN ACCESSIBLE 18 ' - 0 " M I N . WHITE LETTERING "NO PARKING" IN 12 INCH HIGH LETTERS MIN. STRIPES AT 36" ON CENTER IDENTIFCATION SIGN PER CBC SEC. 11B-502.6. REFER TO DETAILS ON THIS SHEET INTERNATION SYMBOL OF ACCESSIBILITY. SEE DETAIL 14 (SIM.) 5'-0" MIN. AT TYP. ACCESSIBLE PARKING STALL. EXCEPTION: 8'-0" MIN. IF 9'-0" (MIN.) VAN ACCESSIBLE PARKING STALL IS PROVIDED ACCESS ISLE. REFER TO NOTES ABOVE BLUE BORDER 4' - 0 " M I N . ACCESS ROUTE AS OCCURS. SEE NOTES BELOW 3'- 0 " 3'-0" 3'-0" SCALE NTSEXISTING SITEPLAN/PATH OF TRAVEL - FOR INFORMATION ONLY (E)FE (E)FE (E ) F E (E)FE NO PA R K I N G NO PA R K I N G NO PA R K I N G NO PARKING EXISTING 444 HUNTINGTON DR. BUILDING AND TENANT. REFER TO PLAN FOR AREA OF WORK EXISTING VAN ACCESSIBLE PARKING AND ACCESSIBLE AISLE. SEE DETAIL 13/ID0.5 EXISTING ACCESSIBLE PARKING AND ACCESSIBLE AISLE, TYP. OF (5). SEE DETAIL 13/ID0.5 PROJECT NORTH (TRUE NORTH) ADJACENT TENANT - NIC (E ) D R I V E W A Y (E ) L A N D S C A P E (E ) D R I V E W A Y (E) DRIVEWAY HU N T I N G T O N D R . S. 5TH AVE. (E ) L A N D S C A P E EX I S T I N G S I D E W A L K / P U B L I C W A Y EXISTING ACCESSIBLE ROUTE FROM PUBLICWAY SCALE NTSSIGNAGE AT H.C. PARKING STALL STATEMENT REQUIRED BY ITEM 2 OF SECTION VII MAY BE COMBINED WITH THIS SIGN. BLUE REFLECTORIZED SIGN CONSTRUCTED OF PORCELAIN STEEL WITH BEADED TEXT OR EQUAL WHITE 1/ 2" RADIUS NOTE: 1.AREA OF SIGN TO BE A MINIMUM OF 70 SQ. INCHES. DESIGNATE FOR "VAN ACCESSIBLE" WHERE APPROPRIATE. 2.REFER TO SIGNAGE SECTION ON SHEET ID0.3 TO TOP OF WALKING SURFACE WHERE APPLIES 80 " M I N . F O R F R E E S T A N D I N G 36 " M I N . F O R W A L L M O U N T E D SCALE NTSSIGNAGE AT ADA PARKING STALL 1" HIGH LETTERING 1/ 2" RADIUS NOTE: 1.AREA OF SIGN TO BE A MINIMUM OF 70 SQ. INCHES. 2.SIGN MAY BE POLE MOUNTED OR WALL MOUNTED. 3.REFER TO SIGNAGE SECTION ON SHEET ID0.3 * 17" MIN. 22 " MI N . INFO. TO BE PROVIDED PRIOR TO FABRICATION OF SIGN. TO TOP OF WALKING SURFACE 80 " M I N . F O R F R E E S T A N D I N G 36 " M I N . F O R W A L L M O U N T E D 15 18 19 Project Director: Sheet Title: Project Designer: Project Tech: Project No: ISSUE DATE E.M. S.P. 24023.300 E.M. ISSUE FOR PLANCHECK 09.06.2024 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 ARCHITECT/ENGINEER STAMP 44 4 E . H U N T I N G T O N D R AR C A D I A , C A 9 1 0 0 6 WE L L S F A R G O AR C A D I A HU N T I N G T O N CLIENT www.madstudiola.com CITY STAMP A CERTIFIED INTERIOR DESIGNER IS A COMPETENT DESIGN PROFESSIONAL WHO MAY PREPARE AND SUBMIT NON-STRUCTURAL NON-SEISMIC CONSTRUCTION DOCUMENTS AND SPECIFICATIONS TO LOCAL BUILDING DEPARTMENTS FOR THE PURPOSES OF PLAN CHECK. B&P CODE SECTION 5800 AND DEPARTMENT OF CONSUMER AFFAIRS CALIFORNIA ARCHITECTS BOARD SECTION 5538: A CERTIFIED INTERIOR DESIGNER MAY DESIGN ANY TYPE OF NON-STRUCTURAL OR NON-SEISMIC INTERIOR SPACES CONSISTENT WITH SECTION 5800 AND SECTION 5538. THEY MAY ENGAGE IN THE PROGRAMMING, PLANNING, DESIGNING AND DOCUMENTING THE CONSTRUCTION AND INSTALLATION OF NON-STRUCTURAL OR NON-SEISMIC ELEMENTS, WITHIN THE INTERIOR SPACES OF A BUILDING. "NON-STRUCTURAL" MEANS INTERIOR ELEMENTS THAT ARE NON-LOAD BEARING. "NON-SEISMIC" MEANS INTERIOR ELEMENTS THAT DO NOT ASSIST IN THE SEISMIC BRACING OF A BUILDING'S STRUCTURAL SYSTEM. COMMON NON-STRUCTURAL ITEMS INCLUDE CEILING AND PARTITION SYSTEMS AS THESE COMPONENTS EMPLOY NORMAL AND TYPICAL BRACING CONVENTIONS AND DO NOT ASSIST IN THE STRUCTURAL INTEGRITY OF A BUILDING. REVISION #1 10.11.2024 PLANCHECK CORRECTIONS 10.22.2024 ID0.5 EXISTING SITE PLAN/ PATH OR TRAVEL (FOR REFERENCE 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"EXISTING ACCESSIBLE RESTROOM PLANS (FOR INFORMATION ONLY) EXISTING W/ ACCESSIBLE RESTROOM IDENTIFICATION. SEE DETAIL 9/ID0.6 30" x 48" CLR. (E)MEN'S RESTROOM - EXISTING ACCESSIBLE LAVATORY. SEE DETAIL 7/ID0.6 30" x 48" CLR. EXISTING ACCESSIBLE LAVATORY. SEE DETAIL 7/ID0.6 EXISTING ACCESSIBLE WATER CLOSET. SEE DETAIL 3/ID0.6 36"5'-0" MIN. 18" MIN. 5'-0" MIN. 7'- 5 " 9'- 8 " EXISTING ACCESSIBLE WATER CLOSET. SEE DETAIL 3/ID0.6 (E)WOMEN'S RESTROOM - 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.) UNISEXRESTROOM 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' Project Director: Sheet Title: Project Designer: Project Tech: Project No: ISSUE DATE E.M. S.P. 24023.300 E.M. ISSUE FOR PLANCHECK 09.06.2024 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 ARCHITECT/ENGINEER STAMP 44 4 E . H U N T I N G T O N D R AR C A D I A , C A 9 1 0 0 6 WE L L S F A R G O AR C A D I A HU N T I N G T O N CLIENT www.madstudiola.com CITY STAMP A CERTIFIED INTERIOR DESIGNER IS A COMPETENT DESIGN PROFESSIONAL WHO MAY PREPARE AND SUBMIT NON-STRUCTURAL NON-SEISMIC CONSTRUCTION DOCUMENTS AND SPECIFICATIONS TO LOCAL BUILDING DEPARTMENTS FOR THE PURPOSES OF PLAN CHECK. B&P CODE SECTION 5800 AND DEPARTMENT OF CONSUMER AFFAIRS CALIFORNIA ARCHITECTS BOARD SECTION 5538: A CERTIFIED INTERIOR DESIGNER MAY DESIGN ANY TYPE OF NON-STRUCTURAL OR NON-SEISMIC INTERIOR SPACES CONSISTENT WITH SECTION 5800 AND SECTION 5538. THEY MAY ENGAGE IN THE PROGRAMMING, PLANNING, DESIGNING AND DOCUMENTING THE CONSTRUCTION AND INSTALLATION OF NON-STRUCTURAL OR NON-SEISMIC ELEMENTS, WITHIN THE INTERIOR SPACES OF A BUILDING. "NON-STRUCTURAL" MEANS INTERIOR ELEMENTS THAT ARE NON-LOAD BEARING. "NON-SEISMIC" MEANS INTERIOR ELEMENTS THAT DO NOT ASSIST IN THE SEISMIC BRACING OF A BUILDING'S STRUCTURAL SYSTEM. COMMON NON-STRUCTURAL ITEMS INCLUDE CEILING AND PARTITION SYSTEMS AS THESE COMPONENTS EMPLOY NORMAL AND TYPICAL BRACING CONVENTIONS AND DO NOT ASSIST IN THE STRUCTURAL INTEGRITY OF A BUILDING. ID0.6 EXISTING RESTROOMS (FOR REFERENCE ONLY) (E)FE (E)FE (E ) F E (E)FE (E)MEN'S RESTROOM 107 (E)WOMEN'S RESTROOM 106 EXIST. ENTRY 116 (E)OPEN OFFICE - EXIST. OFFICE 103 EXIST. VAULT 110 EXIST. BREAK RM. 105 EXIST. ATM RM. 101 EXIST. HALLWAY 108 EXIST. ENTRY 100 EXIST. STORAGE 104 EXIST. STAIRS - EXIST. JAN. 109 EXIST. VAULT 111 (E)SECURITY HALL 112 EXIST. SVDR 113 EXIST. STOR. 114 EXIST. SVDR 115 EXIST. OFFICE 117 EXIST. OFFICE 118 EXIST. STOR. 118A EXIST. OFFICE 119 EXIST. OFFICE 120 EXIST. OFFICE 121 EXIST. OFFICE 122 TELLER 102 (E)FE (E)FE (E ) F E (E)FE (E)MEN'S RESTROOM 107 (E)WOMEN'S RESTROOM 106 EXIST. ENTRY 116 (E)OPEN OFFICE - EXIST. OFFICE 103 EXIST. VAULT 110 EXIST. BREAK RM. 105 EXIST. ATM RM. 101 EXIST. HALLWAY 108 EXIST. ENTRY 100 EXIST. STORAGE 104 EXIST. STAIRS - EXIST. JAN. 109 EXIST. VAULT 111 (E)SECURITY HALL 112 EXIST. SVDR 113 EXIST. STOR. 114 EXIST. SVDR 115 EXIST. OFFICE 117 EXIST. OFFICE 118 EXIST. STOR. 118A EXIST. OFFICE 119 EXIST. OFFICE 120 EXIST. OFFICE 121 EXIST. OFFICE 122 TELLER 102 EXISTING EXTERIOR. SEE SHEET ID0.5 EXISTING EXTERIOR. SEE SHEET ID0.5 61'-0" COMMON PATH OF EGRESS (EXISITNG ATRIUM - NIC) (EXISITNG TENANT SPACES - NIC) 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. Project Director: Sheet Title: Project Designer: Project Tech: Project No: ISSUE DATE E.M. S.P. 24023.300 E.M. ISSUE FOR PLANCHECK 09.06.2024 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 ARCHITECT/ENGINEER STAMP 44 4 E . H U N T I N G T O N D R AR C A D I A , C A 9 1 0 0 6 WE L L S F A R G O AR C A D I A HU N T I N G T O N CLIENT www.madstudiola.com CITY STAMP A CERTIFIED INTERIOR DESIGNER IS A COMPETENT DESIGN PROFESSIONAL WHO MAY PREPARE AND SUBMIT NON-STRUCTURAL NON-SEISMIC CONSTRUCTION DOCUMENTS AND SPECIFICATIONS TO LOCAL BUILDING DEPARTMENTS FOR THE PURPOSES OF PLAN CHECK. B&P CODE SECTION 5800 AND DEPARTMENT OF CONSUMER AFFAIRS CALIFORNIA ARCHITECTS BOARD SECTION 5538: A CERTIFIED INTERIOR DESIGNER MAY DESIGN ANY TYPE OF NON-STRUCTURAL OR NON-SEISMIC INTERIOR SPACES CONSISTENT WITH SECTION 5800 AND SECTION 5538. THEY MAY ENGAGE IN THE PROGRAMMING, PLANNING, DESIGNING AND DOCUMENTING THE CONSTRUCTION AND INSTALLATION OF NON-STRUCTURAL OR NON-SEISMIC ELEMENTS, WITHIN THE INTERIOR SPACES OF A BUILDING. "NON-STRUCTURAL" MEANS INTERIOR ELEMENTS THAT ARE NON-LOAD BEARING. "NON-SEISMIC" MEANS INTERIOR ELEMENTS THAT DO NOT ASSIST IN THE SEISMIC BRACING OF A BUILDING'S STRUCTURAL SYSTEM. COMMON NON-STRUCTURAL ITEMS INCLUDE CEILING AND PARTITION SYSTEMS AS THESE COMPONENTS EMPLOY NORMAL AND TYPICAL BRACING CONVENTIONS AND DO NOT ASSIST IN THE STRUCTURAL INTEGRITY OF A BUILDING. REVISION #1 10.11.2024 PLANCHECK CORRECTIONS 10.22.2024 EXISTING 'B' OCCUPANCY TO REMAIN, NO CHANGE OF USE. TOTAL: 7,574 S.F. @ 150 GROSS =51 OCC. ID0.7 OCCUPANCY & EGRESS PLAN SCALE : NORTH OCCUPANCY AND EGRESS PLAN 1/8" = 1'-0" 2 2 2 (E)FE (E ) F E (E)FE (E)MEN'S RESTROOM 107 (E)WOMEN'S RESTROOM 106 EXIST. ENTRY 116 (E)OPEN OFFICE - EXIST. OFFICE 103 EXIST. VAULT 110 EXIST. BREAK RM. 105 EXIST. ATM RM. 101 EXIST. HALLWAY 108 EXIST. ENTRY 100 EXIST. STORAGE 104 EXIST. STAIRS - EXIST. JAN. 109 EXIST. VAULT 111 (E)SECURITY HALL 112 EXIST. SVDR 113 EXIST. STOR. 114 EXIST. SVDR 115 EXIST. OFFICE 117 EXIST. OFFICE 118 EXIST. STOR. 118A EXIST. OFFICE 119 EXIST. OFFICE 120 EXIST. OFFICE 121 EXIST. OFFICE 122 (E)FE EXIST. TELLER 102 1 2 3 3 32 2 3 2 SHEET NOTES 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. SYMBOL DESCRIPTION KEYNOTESLEGEND SYMBOL DESCRIPTION Project Director: Sheet Title: Project Designer: Project Tech: Project No: ISSUE DATE E.M. S.P. 24023.300 E.M. ISSUE FOR PLANCHECK 09.06.2024 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 ARCHITECT/ENGINEER STAMP 44 4 E . H U N T I N G T O N D R AR C A D I A , C A 9 1 0 0 6 WE L L S F A R G O AR C A D I A HU N T I N G T O N CLIENT www.madstudiola.com CITY STAMP A CERTIFIED INTERIOR DESIGNER IS A COMPETENT DESIGN PROFESSIONAL WHO MAY PREPARE AND SUBMIT NON-STRUCTURAL NON-SEISMIC CONSTRUCTION DOCUMENTS AND SPECIFICATIONS TO LOCAL BUILDING DEPARTMENTS FOR THE PURPOSES OF PLAN CHECK. B&P CODE SECTION 5800 AND DEPARTMENT OF CONSUMER AFFAIRS CALIFORNIA ARCHITECTS BOARD SECTION 5538: A CERTIFIED INTERIOR DESIGNER MAY DESIGN ANY TYPE OF NON-STRUCTURAL OR NON-SEISMIC INTERIOR SPACES CONSISTENT WITH SECTION 5800 AND SECTION 5538. THEY MAY ENGAGE IN THE PROGRAMMING, PLANNING, DESIGNING AND DOCUMENTING THE CONSTRUCTION AND INSTALLATION OF NON-STRUCTURAL OR NON-SEISMIC ELEMENTS, WITHIN THE INTERIOR SPACES OF A BUILDING. "NON-STRUCTURAL" MEANS INTERIOR ELEMENTS THAT ARE NON-LOAD BEARING. "NON-SEISMIC" MEANS INTERIOR ELEMENTS THAT DO NOT ASSIST IN THE SEISMIC BRACING OF A BUILDING'S STRUCTURAL SYSTEM. COMMON NON-STRUCTURAL ITEMS INCLUDE CEILING AND PARTITION SYSTEMS AS THESE COMPONENTS EMPLOY NORMAL AND TYPICAL BRACING CONVENTIONS AND DO NOT ASSIST IN THE STRUCTURAL INTEGRITY OF A BUILDING. REVISION #1 10.11.2024 PLANCHECK CORRECTIONS 10.22.2024 SCALE : NORTH DEMOLITION PLAN 1/8" = 1'-0" 1 DEMOLISH EXISTING GLAZING SYSTEM ID1.0 DEMOLITION PLAN EXISTING PARTITION TO REMAIN SHADED AREA INDICATES PORTION OF BUILDING NOT INCLUDED IN SCOPE OF WORK (NIC) DENOTES EXISTING TO BE REMOVED(D) DENOTES EXISTING TO BE ABANDONED(A) DENOTES EXISTING TO REMAIN(E) EXISTING DOOR TO REMAIN EXISTING MILLWORK TO BE REMOVED 3 DEMOLISH EXISTING MILLWORK AND SECURITY GLAZING 2 EXISTING POWER/DATA AT DEMOLISHED MILLWORK TO BE SALVAGED AND MODIFIED AS REQUIRED PER NEW MILLWORK LAYOUT. REFER TO ID2.2 (E)FE (E)FE (E ) F E (E)FE (E)MEN'S RESTROOM 107 (E)WOMEN'S RESTROOM 106 EXIST. ENTRY 116 (E)OPEN OFFICE - EXIST. OFFICE 103 EXIST. VAULT 110 EXIST. BREAK RM. 105 EXIST. ATM RM. 101 EXIST. HALLWAY 108 EXIST. ENTRY 100 EXIST. STORAGE 104 EXIST. STAIRS - EXIST. JAN. 109 EXIST. VAULT 111 (E)SECURITY HALL 112 EXIST. SVDR 113 EXIST. STOR. 114 EXIST. SVDR 115 EXIST. OFFICE 117 EXIST. OFFICE 118 EXIST. STOR. 118A EXIST. OFFICE 119 EXIST. OFFICE 120 EXIST. OFFICE 121 EXIST. OFFICE 122 TELLER 102 1 ID4.0 2 ID4.0 1 D1 5'- 5 " 7'- 6 " 3'-7 " 15'-1"7'-8"2'-8" 1'- 1 " 5'- 1 1 " 1 2 ' - 0 " 1'-8" 5'- 0 " 8' - 6 " 5'-0" 5'-0" 2'-0" 5'- 0 " D1 D1 D1 D1 D1 2'-1" D1 1 2 2 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 "D1", 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.NOT USED. 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.NOT USED. 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". KEYNOTES Project Director: Sheet Title: Project Designer: Project Tech: Project No: ISSUE DATE E.M. S.P. 24023.300 E.M. ISSUE FOR PLANCHECK 09.06.2024 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 ARCHITECT/ENGINEER STAMP 44 4 E . H U N T I N G T O N D R AR C A D I A , C A 9 1 0 0 6 WE L L S F A R G O AR C A D I A HU N T I N G T O N CLIENT www.madstudiola.com CITY STAMP A CERTIFIED INTERIOR DESIGNER IS A COMPETENT DESIGN PROFESSIONAL WHO MAY PREPARE AND SUBMIT NON-STRUCTURAL NON-SEISMIC CONSTRUCTION DOCUMENTS AND SPECIFICATIONS TO LOCAL BUILDING DEPARTMENTS FOR THE PURPOSES OF PLAN CHECK. B&P CODE SECTION 5800 AND DEPARTMENT OF CONSUMER AFFAIRS CALIFORNIA ARCHITECTS BOARD SECTION 5538: A CERTIFIED INTERIOR DESIGNER MAY DESIGN ANY TYPE OF NON-STRUCTURAL OR NON-SEISMIC INTERIOR SPACES CONSISTENT WITH SECTION 5800 AND SECTION 5538. THEY MAY ENGAGE IN THE PROGRAMMING, PLANNING, DESIGNING AND DOCUMENTING THE CONSTRUCTION AND INSTALLATION OF NON-STRUCTURAL OR NON-SEISMIC ELEMENTS, WITHIN THE INTERIOR SPACES OF A BUILDING. "NON-STRUCTURAL" MEANS INTERIOR ELEMENTS THAT ARE NON-LOAD BEARING. "NON-SEISMIC" MEANS INTERIOR ELEMENTS THAT DO NOT ASSIST IN THE SEISMIC BRACING OF A BUILDING'S STRUCTURAL SYSTEM. COMMON NON-STRUCTURAL ITEMS INCLUDE CEILING AND PARTITION SYSTEMS AS THESE COMPONENTS EMPLOY NORMAL AND TYPICAL BRACING CONVENTIONS AND DO NOT ASSIST IN THE STRUCTURAL INTEGRITY OF A BUILDING. REVISION #1 10.11.2024 PLANCHECK CORRECTIONS 10.22.2024 SCALE : NORTH PARTITION/PROPOSED PLAN 1/8" = 1'-0" SHADED AREA INDICATES PORTION OF BUILDING NOT INCLUDED IN SCOPE OF WORK (NIC) MILLWORK BLDG STD FIRE EXTINGUISHER CABINET. SEE DETAIL 5/ID5.1 EXISTING PARTITION TO REMAIN REFER TO SHEET ID4.0 REFER TO DETAIL 5/ID5.1EXISTING DOOR TO REMAIN FE FEC BLDG STD FIRE EXTINGUISHER D1 REFER TO DETAIL 1/ID5.0 ID2.0 PARTITION/PROPOSED PLAN FLOOR-TO-UNDERSIDE OF CEILING PARTITION (NON-RATED) 1 BACKING FOR MONITOR BRACKETS - PROVIDE 16 GA. FLAT STRAP BEHIND GYP. BD., OR SUREBOARD BACKING AT WALL AS REQUIRED. SECURE BACKING TO WALL FRAMING AS REQUIRED 2 2 2 2 2 2 WALL IN-FILL AS REQUIRED. REFER TO DETAIL 1/ID5.0 SIM. 2 2 (E)FE (E ) F E (E)FE (E)MEN'S RESTROOM 107 (E)WOMEN'S RESTROOM 106 EXIST. ENTRY 116 (E)OPEN OFFICE - EXIST. OFFICE 103 EXIST. VAULT 110 EXIST. BREAK RM. 105 EXIST. ATM RM. 101 EXIST. HALLWAY 108 EXIST. ENTRY 100 EXIST. STORAGE 104 EXIST. STAIRS - EXIST. JAN. 109 EXIST. VAULT 111 (E)SECURITY HALL 112 EXIST. SVDR 113 EXIST. STOR. 114 EXIST. SVDR 115 EXIST. OFFICE 117 EXIST. OFFICE 118 EXIST. STOR. 118A EXIST. OFFICE 119 EXIST. OFFICE 120 EXIST. OFFICE 121 EXIST. OFFICE 122 TELLER 102 1 1 1 1 1 SHEET NOTES KEYNOTES LEGEND SYMBOL DESCRIPTIONSYMBOLDESCRIPTION1.REFER TO SHEET ID0.2 FOR GENERAL REFLECTED CEILING PLAN NOTES. 2.ANY NEW SCHEDULED CEILING TYPE (E.G. A.C.T, GYP. BD.) TO BE INSTALLED TO MATCH EXISTING CEILING HEIGHTS, U.O.N. 3.ALL LIGHT FIXTURES SHOWN ON PLAN ARE EXISTING, U.O.N. 4.ALL LIGHT SWITCHES, PROJECTION SCREEN CONTROLS, AND THERMOSTATS SHALL BE GANGED TOGETHER WHERE POSSIBLE. 5.ALL CEILING SYSTEMS AND FIXTURES ARE TO BE SUPPORTED AND BRACED AS REQUIRED BY LOCAL GOVERNING CODES. 6.EXTEND OR MODIFY FIRE/LIFE SAFETY SYSTEM AS REQUIRED. 7.ALL EXPOSED DATA/PHONE LINES SHALL BE IN CABLE TRAYS OR SHALL BE IN RIGID CONDUIT WHEN CROSSING OPEN CEILING AREAS. 8.PROVIDE ADDITIONAL EXIT SIGNS AS REQUIRED BY THE FIRE INSPECTOR. 9.ALL (E) CEILING AND ASSOCIATED CEILING DEVICES ARE TO REMAIN, U.O.N. Project Director: Sheet Title: Project Designer: Project Tech: Project No: ISSUE DATE E.M. S.P. 24023.300 E.M. ISSUE FOR PLANCHECK 09.06.2024 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 ARCHITECT/ENGINEER STAMP 44 4 E . H U N T I N G T O N D R AR C A D I A , C A 9 1 0 0 6 WE L L S F A R G O AR C A D I A HU N T I N G T O N CLIENT www.madstudiola.com CITY STAMP A CERTIFIED INTERIOR DESIGNER IS A COMPETENT DESIGN PROFESSIONAL WHO MAY PREPARE AND SUBMIT NON-STRUCTURAL NON-SEISMIC CONSTRUCTION DOCUMENTS AND SPECIFICATIONS TO LOCAL BUILDING DEPARTMENTS FOR THE PURPOSES OF PLAN CHECK. B&P CODE SECTION 5800 AND DEPARTMENT OF CONSUMER AFFAIRS CALIFORNIA ARCHITECTS BOARD SECTION 5538: A CERTIFIED INTERIOR DESIGNER MAY DESIGN ANY TYPE OF NON-STRUCTURAL OR NON-SEISMIC INTERIOR SPACES CONSISTENT WITH SECTION 5800 AND SECTION 5538. THEY MAY ENGAGE IN THE PROGRAMMING, PLANNING, DESIGNING AND DOCUMENTING THE CONSTRUCTION AND INSTALLATION OF NON-STRUCTURAL OR NON-SEISMIC ELEMENTS, WITHIN THE INTERIOR SPACES OF A BUILDING. "NON-STRUCTURAL" MEANS INTERIOR ELEMENTS THAT ARE NON-LOAD BEARING. "NON-SEISMIC" MEANS INTERIOR ELEMENTS THAT DO NOT ASSIST IN THE SEISMIC BRACING OF A BUILDING'S STRUCTURAL SYSTEM. COMMON NON-STRUCTURAL ITEMS INCLUDE CEILING AND PARTITION SYSTEMS AS THESE COMPONENTS EMPLOY NORMAL AND TYPICAL BRACING CONVENTIONS AND DO NOT ASSIST IN THE STRUCTURAL INTEGRITY OF A BUILDING. REVISION #1 10.11.2024 PLANCHECK CORRECTIONS 10.22.2024 SCALE : NORTH REFLECTED CEILING PLAN 1/8" = 1'-0" EXISTING GYPSUM BOARD CEILING TO REMAIN EXISTING ACOUSTICAL CEILING TILE SYSTEM TO REMAIN NEW GYPSUM BOARD CEILING. REFER TO SHEET id5.2 NEW ACOUSTICAL TILE CEILING SYSTEM. REFER TO SHEET id5.2 CEILING GRID: TO MATCH EXISTING, V.I.F. CEILING TILE: TO MATCH EXISTING, V.I.F. ID2.1 REFLECTED CEILING PLAN 1 PATCH/REPAIR OR REPLACE ACT & GRID OR DRYWALL CEILING AS REQUIRED, TO MATCH EXISTING 2 2 2 2 (E)FE (E)FE (E ) F E (E)FE (E)MEN'S RESTROOM 107 (E)WOMEN'S RESTROOM 106 EXIST. ENTRY 116 (E)OPEN OFFICE - EXIST. OFFICE 103 EXIST. VAULT 110 EXIST. BREAK RM. 105 EXIST. ATM RM. 101 EXIST. HALLWAY 108 EXIST. ENTRY 100 EXIST. STORAGE 104 EXIST. STAIRS - EXIST. JAN. 109 EXIST. VAULT 111 (E)SECURITY HALL 112 EXIST. SVDR 113 EXIST. STOR. 114 EXIST. SVDR 115 EXIST. OFFICE 117 EXIST. OFFICE 118 EXIST. STOR. 118A EXIST. OFFICE 119 EXIST. OFFICE 120 EXIST. OFFICE 121 EXIST. OFFICE 122 TELLER 102 +74 " +36 " +36 " +3 6 " 1 1 1 Project Director: Sheet Title: Project Designer: Project Tech: Project No: ISSUE DATE E.M. S.P. 24023.300 E.M. ISSUE FOR PLANCHECK 09.06.2024 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 ARCHITECT/ENGINEER STAMP 44 4 E . H U N T I N G T O N D R AR C A D I A , C A 9 1 0 0 6 WE L L S F A R G O AR C A D I A HU N T I N G T O N CLIENT www.madstudiola.com CITY STAMP A CERTIFIED INTERIOR DESIGNER IS A COMPETENT DESIGN PROFESSIONAL WHO MAY PREPARE AND SUBMIT NON-STRUCTURAL NON-SEISMIC CONSTRUCTION DOCUMENTS AND SPECIFICATIONS TO LOCAL BUILDING DEPARTMENTS FOR THE PURPOSES OF PLAN CHECK. B&P CODE SECTION 5800 AND DEPARTMENT OF CONSUMER AFFAIRS CALIFORNIA ARCHITECTS BOARD SECTION 5538: A CERTIFIED INTERIOR DESIGNER MAY DESIGN ANY TYPE OF NON-STRUCTURAL OR NON-SEISMIC INTERIOR SPACES CONSISTENT WITH SECTION 5800 AND SECTION 5538. THEY MAY ENGAGE IN THE PROGRAMMING, PLANNING, DESIGNING AND DOCUMENTING THE CONSTRUCTION AND INSTALLATION OF NON-STRUCTURAL OR NON-SEISMIC ELEMENTS, WITHIN THE INTERIOR SPACES OF A BUILDING. "NON-STRUCTURAL" MEANS INTERIOR ELEMENTS THAT ARE NON-LOAD BEARING. "NON-SEISMIC" MEANS INTERIOR ELEMENTS THAT DO NOT ASSIST IN THE SEISMIC BRACING OF A BUILDING'S STRUCTURAL SYSTEM. COMMON NON-STRUCTURAL ITEMS INCLUDE CEILING AND PARTITION SYSTEMS AS THESE COMPONENTS EMPLOY NORMAL AND TYPICAL BRACING CONVENTIONS AND DO NOT ASSIST IN THE STRUCTURAL INTEGRITY OF A BUILDING. REVISION #1 10.11.2024 PLANCHECK CORRECTIONS 10.22.2024SHEET NOTES 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. SYMBOL DESCRIPTION KEYNOTESLEGEND SYMBOL DESCRIPTION SCALE : NORTH POWER AND SIGNAL PLAN 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 ID2.2 POWER & DATA PLAN 1 PROVIDE RECESSED CLOCK STYLE OUTLETS AT TV MONITOR LOCATION. 1 SCALE 3/8" = 1'-0"MILLWORK ELEVATION - TELLER LINE W/BRG (CUTOMER SIDE) 2'- 1 0 " AD A 4" 3'- 4 1 / 2 " 5'-0" TYP. ADA TELLER STATION 17'-0" (E ) 8 ' - 6 " V . I . F . 5 ID6.0 7" MW-4 MW-1 MW-1 MW-3 MW-4 MW-1 6 ID6.0 MW-3 BULLET RESISTANT SECURITY GLAZING BY OTHER 17'-0" 1'-4"1'-10"1'-4"1'-4"1'-4"EQ.EQ.5'-8"1'-10" SCALE 3/8" = 1'-0"MILLWORK ELEVATION - TELLER LINE W/ BRG (TELLER SIDE) 4" 2'-0"5'-0"TYP. ADA TELLER STATION 6 ID6.0 10 ' - 0 " 5 ID6.0 17'-0" 3'- 4 1 / 2 " 1 1 / 2 " 8'- 6 " V E R I F Y 1'-10" 17'-0" 3'-2 1/4"5'-2"1'-10"1'-10"1'-7" BULLET RESISTANT SECURITY GLAZING BY OTHER 2' - 1 0 " AD A 5'-0" TELLER STATION5'-0" TELLER STATION 1'-7"1'-10" 2 Project Director: Sheet Title: Project Designer: Project Tech: Project No: ISSUE DATE E.M. S.P. 24023.300 E.M. ISSUE FOR PLANCHECK 09.06.2024 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 ARCHITECT/ENGINEER STAMP 44 4 E . H U N T I N G T O N D R AR C A D I A , C A 9 1 0 0 6 WE L L S F A R G O AR C A D I A HU N T I N G T O N CLIENT www.madstudiola.com CITY STAMP A CERTIFIED INTERIOR DESIGNER IS A COMPETENT DESIGN PROFESSIONAL WHO MAY PREPARE AND SUBMIT NON-STRUCTURAL NON-SEISMIC CONSTRUCTION DOCUMENTS AND SPECIFICATIONS TO LOCAL BUILDING DEPARTMENTS FOR THE PURPOSES OF PLAN CHECK. B&P CODE SECTION 5800 AND DEPARTMENT OF CONSUMER AFFAIRS CALIFORNIA ARCHITECTS BOARD SECTION 5538: A CERTIFIED INTERIOR DESIGNER MAY DESIGN ANY TYPE OF NON-STRUCTURAL OR NON-SEISMIC INTERIOR SPACES CONSISTENT WITH SECTION 5800 AND SECTION 5538. THEY MAY ENGAGE IN THE PROGRAMMING, PLANNING, DESIGNING AND DOCUMENTING THE CONSTRUCTION AND INSTALLATION OF NON-STRUCTURAL OR NON-SEISMIC ELEMENTS, WITHIN THE INTERIOR SPACES OF A BUILDING. "NON-STRUCTURAL" MEANS INTERIOR ELEMENTS THAT ARE NON-LOAD BEARING. "NON-SEISMIC" MEANS INTERIOR ELEMENTS THAT DO NOT ASSIST IN THE SEISMIC BRACING OF A BUILDING'S STRUCTURAL SYSTEM. COMMON NON-STRUCTURAL ITEMS INCLUDE CEILING AND PARTITION SYSTEMS AS THESE COMPONENTS EMPLOY NORMAL AND TYPICAL BRACING CONVENTIONS AND DO NOT ASSIST IN THE STRUCTURAL INTEGRITY OF A BUILDING. REVISION #1 10.11.2024 PLANCHECK CORRECTIONS 10.22.2024 ID4.0 INTERIOR ELEVATIONS 2 2 1SCALE 3" = 1'-0"UNDERSIDE OF CLNG GLASS PART TY P E SIZE GA STEEL STUD SPAC'G NOTES/REMARKSINSUL PARTITION TYPE "D" 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. FLOOR FINISH AS SCHEDULED UL COMPLYING FASTENERS. ONE AT EA SIDE OF EA STUD CONT UNPUNCHED 20 GA FLOOR TRACK ANCHORED TO SLAB 1 1 CONTINUOUS ACCOUSTICAL SEALANT (BOTH SIDES) CEILING AS SCHEDULED. REFER TO REFLECTED CEILING PLAN PROVIDE FRICTION-FIT BATT INSULATION AT PARTITION TYPE D1 METAL STUD FRAMING. REFER TO CHART ABOVE FOR SIZE, GAUGE AND SPAN CONC SLAB WALL BASE AS SCHEDULED FLOOR FINISH AS SCHEDULED DIAGONAL BRACING REFER TO DETAIL 7/ID5.1. ALTERNATE DIRECTION @ 4'-0" O.C. (2) #8 SHEET METAL SCREW ATTACH THRU DIAGONAL BRACING HILTI LOW VELOCITY POWDER DRIVEN FASTENER - 0.157 DIA X 1-1/4" EMBED (ICC ESR 2269) @ 24" O.C. FOR TOP CONNECTION REFER TO DETAIL 6B/ID5.1, SIMILAR #10 SMS ONE AT EACH SIDE OF STUD D1 3-5/8"20 GA 24"R8 PROVIDE INSULATION 9'- 0 " A . F . F . M A X . STEEL STUDS: ICC-ESR-3064P FACE LAYER SCREWS (FASTENERS): #6 TYPE 'S' SCREW, 1" LENGTH: 8" O.C. ON PANEL EDGES; 12" O.C. IN FIELD OF PANEL. Project Director: Sheet Title: Project Designer: Project Tech: Project No: ISSUE DATE E.M. S.P. 24023.300 E.M. ISSUE FOR PLANCHECK 09.06.2024 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 ARCHITECT/ENGINEER STAMP 44 4 E . H U N T I N G T O N D R AR C A D I A , C A 9 1 0 0 6 WE L L S F A R G O AR C A D I A HU N T I N G T O N CLIENT www.madstudiola.com CITY STAMP A CERTIFIED INTERIOR DESIGNER IS A COMPETENT DESIGN PROFESSIONAL WHO MAY PREPARE AND SUBMIT NON-STRUCTURAL NON-SEISMIC CONSTRUCTION DOCUMENTS AND SPECIFICATIONS TO LOCAL BUILDING DEPARTMENTS FOR THE PURPOSES OF PLAN CHECK. B&P CODE SECTION 5800 AND DEPARTMENT OF CONSUMER AFFAIRS CALIFORNIA ARCHITECTS BOARD SECTION 5538: A CERTIFIED INTERIOR DESIGNER MAY DESIGN ANY TYPE OF NON-STRUCTURAL OR NON-SEISMIC INTERIOR SPACES CONSISTENT WITH SECTION 5800 AND SECTION 5538. THEY MAY ENGAGE IN THE PROGRAMMING, PLANNING, DESIGNING AND DOCUMENTING THE CONSTRUCTION AND INSTALLATION OF NON-STRUCTURAL OR NON-SEISMIC ELEMENTS, WITHIN THE INTERIOR SPACES OF A BUILDING. "NON-STRUCTURAL" MEANS INTERIOR ELEMENTS THAT ARE NON-LOAD BEARING. "NON-SEISMIC" MEANS INTERIOR ELEMENTS THAT DO NOT ASSIST IN THE SEISMIC BRACING OF A BUILDING'S STRUCTURAL SYSTEM. COMMON NON-STRUCTURAL ITEMS INCLUDE CEILING AND PARTITION SYSTEMS AS THESE COMPONENTS EMPLOY NORMAL AND TYPICAL BRACING CONVENTIONS AND DO NOT ASSIST IN THE STRUCTURAL INTEGRITY OF A BUILDING. REVISION #1 10.11.2024 PLANCHECK CORRECTIONS 10.22.2024 ID5.0 CONSTRUCTION DETAILS 2 2 2 2 7 3 5 6 1 2 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 1 1/2" = 1'-0"METAL STUD ATTACHMENT METAL STUDS, TYPICAL 5/ 8 " M A X . DE F L E C T I O N GA P EXISTING WOOD JOISTS CONT 16 GA (MODEL 54) CEMCO CST/SLIP-TRK SLOTTED (ICC-ESR-2012) #10 SMS ONE AT EA. SIDE OF STUD (2) #10 METAL TO WOOD SCREW W/ 1/2" MIN. EMBED @ 24" O.C. EXISTING STRUCTURE ABOVE EXISTING STRUCTURE ABOVE METAL STUDS, TYPICAL EXISTING WOOD JOISTS CONT 16 GA (MODEL 54) CEMCO CST/SLIP-TRK SLOTTED (ICC-ESR-2012) SEE DETAIL BELOW FOR TOP TRACK ATTACHMENT TO WOOD JOISTS SCALE NTSTYP. DIAGONAL BRACING DETAIL 45° L2x2x16 GA. x 1'-0" LONG METAL ANGLE ATTACH w/ (4) #12 SMS 212" X 20 GA METAL STUD DIAGONAL BRACING AT 48" OC MAX EXISTING STRUCTURE ABOVE (5) #8 WOOD SCREW W/ 1/2" MIN. EMBED @ 12" O.C. EXISTING WOOD JOISTS Project Director: Sheet Title: Project Designer: Project Tech: Project No: ISSUE DATE E.M. S.P. 24023.300 E.M. ISSUE FOR PLANCHECK 09.06.2024 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 ARCHITECT/ENGINEER STAMP 44 4 E . H U N T I N G T O N D R AR C A D I A , C A 9 1 0 0 6 WE L L S F A R G O AR C A D I A HU N T I N G T O N CLIENT www.madstudiola.com CITY STAMP A CERTIFIED INTERIOR DESIGNER IS A COMPETENT DESIGN PROFESSIONAL WHO MAY PREPARE AND SUBMIT NON-STRUCTURAL NON-SEISMIC CONSTRUCTION DOCUMENTS AND SPECIFICATIONS TO LOCAL BUILDING DEPARTMENTS FOR THE PURPOSES OF PLAN CHECK. B&P CODE SECTION 5800 AND DEPARTMENT OF CONSUMER AFFAIRS CALIFORNIA ARCHITECTS BOARD SECTION 5538: A CERTIFIED INTERIOR DESIGNER MAY DESIGN ANY TYPE OF NON-STRUCTURAL OR NON-SEISMIC INTERIOR SPACES CONSISTENT WITH SECTION 5800 AND SECTION 5538. THEY MAY ENGAGE IN THE PROGRAMMING, PLANNING, DESIGNING AND DOCUMENTING THE CONSTRUCTION AND INSTALLATION OF NON-STRUCTURAL OR NON-SEISMIC ELEMENTS, WITHIN THE INTERIOR SPACES OF A BUILDING. "NON-STRUCTURAL" MEANS INTERIOR ELEMENTS THAT ARE NON-LOAD BEARING. "NON-SEISMIC" MEANS INTERIOR ELEMENTS THAT DO NOT ASSIST IN THE SEISMIC BRACING OF A BUILDING'S STRUCTURAL SYSTEM. COMMON NON-STRUCTURAL ITEMS INCLUDE CEILING AND PARTITION SYSTEMS AS THESE COMPONENTS EMPLOY NORMAL AND TYPICAL BRACING CONVENTIONS AND DO NOT ASSIST IN THE STRUCTURAL INTEGRITY OF A BUILDING. ID5.1 CONSTRUCTION DETAILS 7 3 5 6 8 1 SCALE NTSDIAGONAL BRACING WIRE @ WALL #8 SELF TAPING SCREW MIN. 4 TIGHT TURNS 1- 1 / 2 " SPLAYED SIESMIC BRACE WIRE 600S137-54 SPAN (2) WALL STUDS MINIMUM CONN W/ (5) #10 SMS, EA. STUD REFER TO 3/ID6.0 FOR INLINE CONFIGURATION OF BACKING PLATE WITH METAL STUD 1 1/2" x 1 1/2" x 12 GA x 2" CLIP ANGLE W/ (4) #12 x 1 1/4 SMS 1 0 ° T O 4 5 ° SCALE 3" = 1'-0"EDGE DETAIL @ SUSPENDED CEILING 8" MAX 12 GA HANGER WIRE AT 2'-0" O.C., TYPICAL MAIN RUNNER OR CROSS-TEE ACOUSTICAL CEILING TILE AS SCHEDULED SHADOW MOLDING, TYPICAL PARTITION AS SCHEDULED REFER TO BERC 2 SEISMIC CLIP REFER TO DETAIL 5/ID5.2 34" MIN RCP 4'- 0 " M A X . HA N G E R W I R E S P A N 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. SCALE 3" = 1'-0"EDGE DETAIL @ SUSPENDED CEILING PARTITION AS SCHEDULED REFER TO RCP 1 1/2" CHANNEL GYP. BD. 7/8" MTL. FURRING CHANNEL & CLIP 8" 9 10 11 13 14 SCALE NTSACOUSTICAL TILE CEILING SUSPENSION REFLECTED CEILING PLAN NOTE: 1.PROVIDE ARMSTRONG SEISMIC RX SUSPENSION SYSTEM, ESR-1308. THIS SYSTEM ALONG WITH DETAILS 1 THRU 7 ON THIS SHEET MEET REQUIREMENTS OF ASTM C636 AND ASCE 7. 2.PROVIDE LATERAL FORCE BRACING WHEN AREA IS GREATER THAN 1,000 SQUARE FEET. 3.PROVIDE JOINT CLIPS FOR MAIN BEAMS AND CROSS TEES WHEN CEILING AREA IS GREATER THAN 2,500 SQUARE FEET. SEE DETAIL 5/ID5.2 MAIN RUNNERS CROSS RUNNERS LATERAL FORCE BRACING AS REQUIRED PER NOTE #2 BELOW 12 GA VERTICAL HANGER WIRE AT 4'-0" O.C., TYP. FOR ATTACHMENT TO STRUCTURE ABOVE REFER TO DETAILS 6 ON THIS SHEET CEILING MAIN & CROSS RUNNER NOTE: INSTALL CEILING GRID USING #12 GA SPLAY WIRE HANGERS @ 45 DEGREES, 90 DEGREES TO EA OTHER (4 WIRES) BEGINNING 6'-0" FROM STARTING POINT OF GRID AND TILE LAYOUT AND IN BOTH DIRECTIONS AT 12'-0" THEREAFTER. ARMSTRONG SEISMIC RX SUSPENSION SYSTEM, UNATTACHED WALLS. SEE DETAIL 5/ID5.2 12'-0" O.C. MAX. COMPRESSION STRUT 6'-0" MAX. 8" MAX. TYP. 12 ' - 0 " O . C . M A X . CO M P R E S S I O N S T R U T 6' - 0 " MA X . COMPRESSION STRUT, TYP. SEE DETAIL 3/ID5.2 ARMSTRONG SEISMIC RX SUSPENSION SYSTEM, ATTACHED WALLS. SEE DETAIL 5/ID5.2 CROSS RUNNER AT 2'-0", TYP. MAIN RUNNER AT 4'-0", TYP. 12 GA VERTICAL HANGER WIRE AT 4'-0". FOR ATTACHMENT TO STRUCTURE ABOVE REFER TO DETAILS 6 ON THIS SHEET PERIMETER HANGER WIRE, TYP. SCALE NTSSEISMIC BRACING DETAIL 2" MAX. TYP. 2-1/2" x 20 GA 4'-0"3/4" x 22 GA 3'-0"1/2" x 22 GA. MAX. HEIGHTSIZE COMPRESSION POST SIZE SCHEDULE (BASED ON L/R > 200) #12 GA SPLAY BRACED WIRES EACH SIDE WITH MIN 3 TIGHT TURNS IN 1-1/2" BOTH ENDS OF WIRE, TYP. FOR ATTACHMENT TO STRUCTURE ABOVE REFER TO DETAILS 6 & 7 ON THIS SHEET COMPRESSION POST & METAL ANGLE. FOR ATTACHMENT TO STRUCTURE ABOVE SEE DETAIL 11/ID5.2 SIM. NOTE: LATERAL FORCE BRACING REQUIRED ONLY FOR AREAS GREATER THAN 1,000 SQ.FT. UP TO 5'-0" 4" x 20 GA UP TO 8'-0" #12 GA SPLAY BRACED WIRES EACH SIDE WITH MIN 3 TIGHT TURNS IN 1-1/2" BOTH ENDS OF WIRE, TYP. FOR ATTACHMENT TO STRUCTURE ABOVE REFER TO DETAILS 6 & 7 ON THIS SHEET STEEL STUD COMPRESSION POST. FOR ATTACHMENT TO STRUCTURE ABOVE SEE DETAILS 11/ID5.2 MAIN RUNNER AT 4'-0" O.C., TYP. CROSS-TEE AT 2'-0" O.C. EACH WAY, TYP. MAIN RUNNER AT 4'-0" O.C., TYP. CROSS-TEE AT 2'-0" O.C. EACH WAY, TYP. 4 5 ° T Y P . 45° T Y P . (2) #10 SMS 4 5 ° T Y P . 45° T Y P . #10 SMS SCALE NTSCEILING GRID SEISMIC BRACING DETAIL 8" MAX.BERC2 8" MAX. 3/8" "UNATTACHED WALL" BERC2 "ATTACHED WALL" BERC2 7/8" ARMSTRONG SEISMIC RX SUSPENSION SYSTEMS - ESR-1308 (LARR 25032) BERC2 7/8" ALTERNATE ATTATCHMENT - POP RIVET IN LIEU OF BERC2 SYSTEM 238" 4" 34" 112" "MAIN BEAM JOINT CLIP" REFER TO NOTE #3 ON 1/ID5.1 "CROSS TEE SEISMIC JOINT CLIP" REFER TO NOTE #3 ON 1/ID5.1 CROSS TEE SEISMIC JOINT CLIP (SJCG & SCJSI) MAIN BEAM SEISMIC JOINT CLIP (SJMR) SCALE 3" = 1'-0"METAL 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 NTSCEILING WIRE ATTACHMENT MIN. 2X JOIST, OR RAFTER 3" MA X . 11 4" M I N . 2" MI N . 3 - 1 1/2" X 9 GA STAPLES OR THREE (3) "STRONGHOLD" "J" NAILS AT EACH WIRE AT 2X BLOCKING, PROVIDE 2 - 16d COMMON NAILS AT EACH END SCREW EYE AT BOTTOM OF FRAMING MEMBER (HANGER WIRE OR BRACING WIRE) MIN. 1/4" DIAM. SCREW EYE W/ FULL THREAD EMBEDMENT (1 1/4" MIN.) IN DIRECTION OF WIRE SCREW EYE AT FACE OF FRAMING MEMBER (BRACING WIRE ONLY) SCREW EYE ATTACHMENT STAPLE OR NAIL ATTACHMENT DRILLED HOLE ATTACHMENT BRACING WIRE W/ MIN. 4 TIGHT TURNS IN 1 1/2" HANGER WIRE WITH MIN. BRACING WIRE W/ MIN. 4 TIGHT TURNS IN 1 1/2" HANGER WIRE WITH MIN. 3 TIGHT TURNS IN 1 1/2" SADDLE TIE 1/4" DIAM. DRILLED HOLE 1" M I N . MIN. 2X JOIST, OR RAFTER BRACING WIRE W/ MIN. 4 TIGHT TURNS IN 1 1/2" SCALE 3" = 1'-0"TRANSITION @ ACT/GYP BOARD CEIL'G SHADOW MOULDING, TYPICAL 34" MIN HANGER WIRE AS REQUIRED BERC 2 SEISMIC CLIP SEE DET 5/id5.2 ACOUSTICAL CEILING GRID & TILES AS OCCURS. REFER TO REFLECTED CEILING PLAN GYP.BD CEILING AS OCCURS. REFER TO REFLECTED CEILING PLAN 6" VA R I E S - SE E R C P EXISTING CLG. HT. REFER TO RCP PROVIDE DIAG BRACING AS REQ'D PER DETAIL 7/ID5.1 FOR STUD ATTACHMENT ABOVE REFER TO DETAIL 10/ID5.2 212" x 20 GA. MTL STUD FRAMING @ 16" O.C. SCALE 1 1/2" = 1'-0"STRUT CONN. AT WOOD STRUCT. OPTION 2 L 1 1/2" x 1 1/2" x 12 GA. OR 162T125-16 WOOD STRUCTURE ABOVE (2) #10 SMS 2" MIN. OPTION 1 CUT FLANGES AND BEND #10 METAL TO WOOD SCREW W/ 1/2" MIN. EMBED @ 24" O.C. #10 METAL TO WOOD SCREW W/ 1/2" MIN. EMBED @ 24" O.C. 12 Project Director: Sheet Title: Project Designer: Project Tech: Project No: ISSUE DATE E.M. S.P. 24023.300 E.M. ISSUE FOR PLANCHECK 09.06.2024 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 ARCHITECT/ENGINEER STAMP 44 4 E . H U N T I N G T O N D R AR C A D I A , C A 9 1 0 0 6 WE L L S F A R G O AR C A D I A HU N T I N G T O N CLIENT www.madstudiola.com CITY STAMP A CERTIFIED INTERIOR DESIGNER IS A COMPETENT DESIGN PROFESSIONAL WHO MAY PREPARE AND SUBMIT NON-STRUCTURAL NON-SEISMIC CONSTRUCTION DOCUMENTS AND SPECIFICATIONS TO LOCAL BUILDING DEPARTMENTS FOR THE PURPOSES OF PLAN CHECK. B&P CODE SECTION 5800 AND DEPARTMENT OF CONSUMER AFFAIRS CALIFORNIA ARCHITECTS BOARD SECTION 5538: A CERTIFIED INTERIOR DESIGNER MAY DESIGN ANY TYPE OF NON-STRUCTURAL OR NON-SEISMIC INTERIOR SPACES CONSISTENT WITH SECTION 5800 AND SECTION 5538. THEY MAY ENGAGE IN THE PROGRAMMING, PLANNING, DESIGNING AND DOCUMENTING THE CONSTRUCTION AND INSTALLATION OF NON-STRUCTURAL OR NON-SEISMIC ELEMENTS, WITHIN THE INTERIOR SPACES OF A BUILDING. "NON-STRUCTURAL" MEANS INTERIOR ELEMENTS THAT ARE NON-LOAD BEARING. "NON-SEISMIC" MEANS INTERIOR ELEMENTS THAT DO NOT ASSIST IN THE SEISMIC BRACING OF A BUILDING'S STRUCTURAL SYSTEM. COMMON NON-STRUCTURAL ITEMS INCLUDE CEILING AND PARTITION SYSTEMS AS THESE COMPONENTS EMPLOY NORMAL AND TYPICAL BRACING CONVENTIONS AND DO NOT ASSIST IN THE STRUCTURAL INTEGRITY OF A BUILDING. ID5.2 CONSTRUCTION DETAILS 5 6 1 2 3 4SCALE 3" = 1'-0"CABINET DETAILS 1 1 / 2 " 1/ 8 " 3" SCHEDULED COUNTERTOP A DRAWER/ DOOR FACE AS SCHED. 3/4" PLYWOOD SUBSTRATE B C D SCRIBE COUNTER TO WALL E F G WALL/CEILING LINE 1/ 2 " DRAWER/DOOR FACE PLAS. LAM. REVEAL TO MATCH CAB. LAMINATE 2" 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. 1/ 8 " PULL AS SCHEDULED PULL AS SCHEDULED PULL AS SCHEDULED SEE DET. 1/id6.0 FOR ANCHOR. SEE DET. 2/id6.0 FOR ANCHORAGE PULL AS SCHEDULED 2" MIN. SCHEDULED COUNTERTOP 3/4" PLYWOOD SUBSTRATE BACK SPLASH AS OCCURS. SEE ELEVATIONS 2 5 / 8 " 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 (ICBO ESR 1385) 2 X 4 WD. BLOCKING (P.T.) PLAS. LAM. 0/ 1x WOOD FRAME 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 2 5 / 8 " 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. 4" 7" 3' - 4 1 / 2 " 9 3/4"℄3"℄ SCALE 1" = 1'-0"TYP. TELLER DETAIL 2' - 9 1 / 2 " 1 1 / 2 " 1/4" 1'-1" CEILING WHERE OCCURS 1610-R S.S. DEAL TRAY PROVIDED BY SECURITY (2) 2-1/2" SATIN CHROME GROMMETS AT EA. SIDE OF TELLER 1'-11 3/4" PENCIL DRAWER BY MILLWORKER 3/8" UL LEVEL BULLET RESISTANT FIBERGLASS SHEET SANDWICHED BETWEEN 2 LAYERS OF 3/8" MDF EA. SIDE. ACRYLIC SECURITY GLASS AND VOICE BAFFLES PROVIDED BY SECURITY VENDOR 2-1/2" SATIN CHROME GROMMETS CUST. SIDE MW 1 MW 4 MW 1 MW 6 10 1 / 2 " 1'- 0 " RE M O V A B L E P N L . 6" 3'-6 3/4" 4" 7" 1'- 2 " 4'- 0 " 9 3/4"℄3"℄ SCALE 1" = 1'-0"ACCESSIBLE TELLER DETAIL 2'- 3 " 1 1 / 2 " 1/4" 1'-7" CEILING WHERE OCCURS 1610-R S.S. DEAL TRAY PROVIDED BY SECURITY WATERFALL EDGE (2) 2-1/2" SATIN CHROME GROMMETS AT EA. SIDE OF TELLER 3 1/2" 1'-8 1/4" 4 X 2 X 3/16" PLATE WELDED TO POST, BOLTED TO COUNTER, TYP. ALL POSTS PENCIL DRAWER BY MILLWORKER 1'-2" 3/8" UL LEVEL BULLET RESISTANT FIBERGLASS SHEET SANDWICHED BETWEEN 2 LAYERS OF 3/8" MDF EA. SIDE. ACRYLIC SECURITY GLASS AND VOICE BAFFLES PROVIDED BY SECURITY VENDOR ACRYLIC PACKAGE EXCHANGE PROVIDED BY SECURITY VENDOR2-1/2" SATIN CHROME GROMMETS CUST. SIDE MW 1 MW 4 MW 1 MW 610 1 / 2 " 1'- 0 " RE M O V A B L E P N L . Project Director: Sheet Title: Project Designer: Project Tech: Project No: ISSUE DATE E.M. S.P. 24023.300 E.M. ISSUE FOR PLANCHECK 09.06.2024 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 ARCHITECT/ENGINEER STAMP 44 4 E . H U N T I N G T O N D R AR C A D I A , C A 9 1 0 0 6 WE L L S F A R G O AR C A D I A HU N T I N G T O N CLIENT www.madstudiola.com CITY STAMP A CERTIFIED INTERIOR DESIGNER IS A COMPETENT DESIGN PROFESSIONAL WHO MAY PREPARE AND SUBMIT NON-STRUCTURAL NON-SEISMIC CONSTRUCTION DOCUMENTS AND SPECIFICATIONS TO LOCAL BUILDING DEPARTMENTS FOR THE PURPOSES OF PLAN CHECK. B&P CODE SECTION 5800 AND DEPARTMENT OF CONSUMER AFFAIRS CALIFORNIA ARCHITECTS BOARD SECTION 5538: A CERTIFIED INTERIOR DESIGNER MAY DESIGN ANY TYPE OF NON-STRUCTURAL OR NON-SEISMIC INTERIOR SPACES CONSISTENT WITH SECTION 5800 AND SECTION 5538. THEY MAY ENGAGE IN THE PROGRAMMING, PLANNING, DESIGNING AND DOCUMENTING THE CONSTRUCTION AND INSTALLATION OF NON-STRUCTURAL OR NON-SEISMIC ELEMENTS, WITHIN THE INTERIOR SPACES OF A BUILDING. "NON-STRUCTURAL" MEANS INTERIOR ELEMENTS THAT ARE NON-LOAD BEARING. "NON-SEISMIC" MEANS INTERIOR ELEMENTS THAT DO NOT ASSIST IN THE SEISMIC BRACING OF A BUILDING'S STRUCTURAL SYSTEM. COMMON NON-STRUCTURAL ITEMS INCLUDE CEILING AND PARTITION SYSTEMS AS THESE COMPONENTS EMPLOY NORMAL AND TYPICAL BRACING CONVENTIONS AND DO NOT ASSIST IN THE STRUCTURAL INTEGRITY OF A BUILDING. ID6.0 MILLWORK DETAILS