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HomeMy WebLinkAbout1234 S Baldwin Ave - 2024 - INTERIOR T.I OF EXISTING COMMERCIAL RETAIL BANK BUILDINGALIGN 1. CONTRACT DOCUMENTSTHE CONTRACT DOCUMENTS ARE COMPLEMENTARY AND WHAT IS CALLED FOR BY ANY WILL BE AS BINDING AS IF CALLED FOR BY ALL. THE CONTRACT DOCUMENTS CONVEY THE DESIGN INTENT FOR THE PROJECT. THE CONTRACTOR SHALL CAREFULLY STUDY AND COMPARE THE CONTRACT DOCUMENTS AND SHALL COORDINATE THE WORK OF THE DOCUMENTS WITH THE WORK OF VENDOR PROVIDED INFORMATION ASSOCIATE WITH THE PROJECT. THE CONTRACTOR SHALL DISTRIBUTE COMPLETE CONTRACT DOCUMENTS TO PARTIES RESPONSIBLE FOR PERFORMING THE WORK SO THAT NO PARTY RECEIVES LIMITED INFORMATION. 2. COORDINATION OF THE WORKTHE CONTRACTOR SHALL ASSUME RESPONSIBILITY FOR REVIEW AND VERIFICATION OF THE CONTRACT DOCUMENTS, FIELD CONDITIONS, VENDOR DESIGN DRAWINGS INCLUDING DELEGATED DESIGN WORK BY OTHERS, AND DIMENSIONS FOR ACCURACY AND FOR CONFIRMING THE WORK IS CONSTRUCTIBLE PRIOR TO PROCEEDING WITH THE WORK. THE CONTRACTOR SHALL COORDINATE THE WORK WITH THE BUILDING OWNER SO AS NOT TO DISTURB OR CAUSE DAMAGE TO OTHER TENANT SPACES OR BUILDING AREAS. THE CONTRACTOR SHALL SECURE A CURRENT COPY OF PUBLISHED CONSTRUCTION/CONTRACTOR BUILDING GUIDELINES AND REGULATIONS FROM THE BUILDING MANAGEMENT AND COMPLY. THE CONTRACTOR SHALL NOTIFY THE ARCHITECT OF RECORD IN WRITING OF CONFLICTS AND OBTAIN A WRITTEN CLARIFICATION FROM THE ARCHITECT OF RECORD PRIOR TO PROCEEDING WITH THE WORK. 3. DIMENSIONSDO NOT SCALE DRAWINGS. DIMENSIONS AND WORKPOINTS PROVIDED ARE TO STRUCTURAL GRID OR TO EXPOSED FACE OF A FINISH, UNLESS OTHERWISE NOTED. CONTRACTOR SHALL VERIFY DIMENSIONS WITH CONDITIONS IN THE FIELD AND SHALL SECURE WRITTEN RESOLUTION OF CONFLICTS FROM THE ARCHITECT PRIOR TO INITIATING THE WORK. DO NOT ADJUST DIMENSIONS INDICATED AS "CLEAR" OR "HOLD" WITHOUT WRITTEN DIRECTION FROM ARCHITECT. CONTRACTOR TO NOTIFY ARCHITECT OF ANY DIMENSIONS THAT DIFFER BY MORE THAN "1 INCH", INCLUDING THOSE MARKED "VIF" AND "+/-". 4. DELEGATED DESIGN WORK BY OTHERSSYSTEMS INDICATED AS DELEGATED DESIGN SHALL BE ENGINEERED, AND STAMPED BY QUALIFIED PROFESSIONAL ENGINEERS LICENSED IN THE JURISDICTION OF THE WORK. IT IS THE RESPONSIBILITY OF THE ENGINEER OF RECORD FOR THESE SYSTEMS TO SECURE AGENCY APPROVALS, INCLUDING REQUIRED FEES ASSOCIATED WITH PERMIT APPROVAL. THESE SYSTEMS SHALL BE COORDINATED WITH THE CONTRACT DOCUMENTS AND SHALL COMPLY WITH APPLICABLE LEGAL REQUIREMENTS INCLUDING COMPREHENSIVE ENGINEERING ANALYSIS UTILIZING PERFORMANCE AND DESIGN CRITERIA INDICATED IN THE CONTRACT DOCUMENTS. • INTERIOR ARCHITECTS SHALL HAVE NO RESPONSIBILITY FOR THE DISCOVERY, REMOVAL, PRESENCE, HANDLING, DISPOSAL OF, OR EXPOSURE OF PERSONS TO HAZARDOUS SUBSTANCES, MATERIALS, AND WASTES IN ANY FORM AT THE PROJECT SITE, INCLUDING BUT NOT LIMITED TO: ASBESTOS, ASBESTOS PRODUCTS, PCB MOLD, OR OTHER TOXIC OR HARMFUL SUBSTANCES. • QUESTIONS THAT ARISE RELATED TO HAZARDOUS MATERIALS SHALL BE REFERRED TO THE OWNER FOR RESOLUTION. INTERIOR ARCHITECTS SHALL NOT BE REQUIRED TO DO WORK NOR RENDER OPINIONS RELATED TO HAZARDOUS MATERIALS. • CONTRACTORS SHALL REPORT THE PRESENCE OF MATERIAL OR ASSEMBLIES SUSPECTED TO CONTAIN HAZARDOUS MATERIALS UPON DISCOVERY TO THE OWNER. WORK SHALL BE HALTED UNTIL WRITTEN CLEARANCE TO CONTINUE HAS BEEN PROVIDED BY THE OWNER’S CERTIFIED HAZARDOUS MATERIALS CONSULTANTS. PROJECT SITE CONTRACTOR, FURNITURE VENDOR, DESIGN BUILD SUB-CONTRACTORS AND OWNER’S SUBCONTRACTORS ARE ALL REQUIRED TO USE THE ARCHITECTURAL DIMENSION WORK POINTS ESTABLISHED FOR OPEN PLAN PENDANT LIGHTING AND FURNITURE CENTERLINES WHERE APPLICABLE. CONTRACTOR AND VENDOR PREPARED SHOP DRAWINGS SHALL DOCUMENT THE ARCHITECTURAL DIMENSION WORK POINTS FOR THE ARCHITECT’S REVIEW PRIOR TO START OF WORK. FIELD LAYOUT REVIEW REQUESTED OF THE ARCHITECT MUST UTILIZE ON ESTABLISHED WORK POINTS. FLOOR CORE LOCATIONS SERVING FURNITURE ARE THE SOLE RESPONSIBILITY OF THE FURNITURE VENDOR, INCLUDING FIELD VERIFICATION OF LAYOUT CONSISTENT WITH THE FLOOR CORING REQUIREMENTS IDENTIFIED HEREIN. SITE LOCATION LOCATION MAPGENERAL NOTES DEFINITIONS FURNITURE, FLOOR CORE & LIGHTING COORDINATION HAZARDOUS MATERIALS NOTES PROJECT DIRECTORY CODE REFERENCES SHEET INDEX SYMBOLS TRUE ABBREVIATIONS ACCESSIBILITY NOTES THE PROJECT SHALL MEET COMPLIANCE WITH THE UNITED STATES ACCESS BOARD ADA STANDARDS AND CHAPTER 11B ACCESSIBILITY TO PUBLIC BUILDINGS OF THE 2022 CALIFORNIA BUILDING CODE. CONTROLS & OPERATING MECHANISMS (ADA ACCESSIBILITY STANDARDS - CHAPTER 3 - OPERABLE PARTS): ALL REQUIRED CONTROLS AND OPERATING MECHANISMS SHALL COMPLY WITH REACH RANGE REQUIREMENTS PER 2022 CALIFORNIA ACCESSIBILITY CODE SECTION 308, PLACED BETWEEN 15 INCHES AND 48 INCHES ABOVE THE FLOOR. OPERABLE PARTS SHALL COMPLY WITH CHAPTER 11B ACCESSIBILITY TO PUBLIC BULIDINGS. THEY SHALL BE OPERABLE WITH ONE HAND AND SHALL NOT REQUIRE TIGHT GRASPING, PINCHING, OR TWISTING OF THE WRIST. THE FORCE REQUIRED TO ACTIVATE OPERABLE PARTS SHALL BE 5.0 POUNDS MAXIMUM. CARPETING AND FLOORING (ADA ACCESSIBILITY STANDARDS - CHAPTER 3 - FLOOR AND GROUND SURFACES):CARPET PILE THICKNESS NOT TO EXCEED ½” PER 2022 CALIFORNIA ACCESSIBILITY CODE SECTION 302.2. PLEASE ALSO NOTE: CARPET PILE THICKNESS IS FROM THE FLOOR FINISH TO TOP OF PILE PER 11B ACCESSIBILITY TO PUBLIC BUILDINGS. FLOOR SURFACES SHALL BE FIRM, STABLE AND SLIP RESISTANT PER CHAPTER 11B ACCESSIBILITY TO PUBLIC BUILDINGS. THRESHOLDS SHALL BE A MAXIMUM ½” WITH A 1:2 BEVEL. RECEPTION COUNTER: ALL COUNTERS TO HAVE PORTION SET BETWEEN 28” TO 34” AFF IN HEIGHT PER 2022 CALIFORNIA ACCESSIBILITY CODE SECTION 902.3 DOORS (ADA ACCESSIBILITY STANDARDS - CHAPTER 4 - ENTRANCES, DOORS, AND GATES):ALL DOORS PROVIDE THE REQUIRED MANEUVERING CLEARANCE AT DOOR PER 2022 CALIFORNIA ACCESSIBILITY CODE SECTION 404.2.3.ALL NEW OR ALTERED DOORS TO HAVE LEVER-OPERATED HARDWARE PER 2022 CALIFORNIA ACCESSIBILITY CODE-SECTION 404.2.6.ALL DOORS SHALL HAVE A 32” CLEAR DOOR OPENING MEASURED FROM THE FACE OF THE DOOR WHEN IT IS OPENED 90% TO THE DOOR STOP PER 2022 CALIFORNIA ACCESSIBILITY CODE SECTION 404.2.2.ALL PUBLIC AND COMMON AREA INTERIOR DOORS TO HAVE 5# MAX. FORCE TO OPEN PER 2022 CALIFORNIA ACCESSIBILITY CODE SECTION 309.4 SIGNAGE:WHERE NEW SIGNAGE IS PROVIDED, IT SHALL COMPLY WITH 2022 CALIFORNIA ACCESSIBILITY CODE. SIGNAGE SHALL BE USED TO IDENTIFY REQUIRED ACCESSIBLE ELEMENTS, PROVIDE DIRECTIONS OR INDICATE SPECIAL ACCESSIBILITY PROVISIONS, SIGNAGE DIMENSIONS, CHARACTERS AND TACTILE FEATURES. SIGNAGE WILL BE OF BRAILLE AND TACTILE AND BE LOCATED ON THE DOOR HANDLE SIDE OF DOOR. IT WILL BE INSTALLED AT THE APPROPRIATE HEIGHT AND DISTANCE TO THE LATCH SIDE OF THE DOOR PER THE ELEVATION DETAIL ON THE DRAWINGS. PROTRUDING OBJECTS (ADA ACCESSIBILITY STANDARDS - CHAPTER 3 - PROTRUDING OBJECTS) :PROTRUDING OBJECTS ON CIRCULATION PATHS SHALL MEET COMPLIANCE WITH 2022 CALIFORNIA ACCESSIBILITY CODE, SECTION 307. OBJECTS WITH LEADING EDGES MORE THAN 27” AND NOT MORE THAN 80” AFF SHALL PROTRUDE 4” MAXIMUM HORIZONTALLY INTO THE CIRCULATION PATH. GUARDRAILS OR OTHER BARRIERS SHALL BE PROVIDED WHERE OBJECT PROTRUSION IS BEYOND THE LIMITS ALLOWED. THE LEADING EDGE OF GUARDRAIL OR BARRIER SHALL BE 27” MAXIMUM ABOVE THE FLOOR. ALARMS (ADA ACCESSIBILITY STANDARDS - CHAPTER 2): ALL NEW, ALTERED OR RELOCATED VISUAL ALARMS OR EMERGENCY WARNING SYSTEM SHALL COMPLY WITH CHAPTER 11B ACCESSIBILITY TO PUBLIC BULIDINGS. ALL VISUAL ALARMS SHALL BE SYNCHRONIZED. SPECIFICATIONS PROJECT SPECIFICATION SECTIONS, PLEASE REFER TO THE BANK OF AMERICA FACILITY GUIDELINES RETAIL DESIGN PORTAL WEBSITE. SECTIONS INDICATED BELOW SHALL BE MADE PART OF THE CONTRACT DOCUMENTS. DRAWINGS AND SPECIFICATIONS ARE COMPLEMENTARY AND WHAT IS CALLED FOR BY ONE SHALL BE AS BINDING AS IF CALLED FOR BY BOTH: https://bacguidelines.com/retail/?pg=1777 DIVISION 01 -GENERAL REQUIREMENTS01 10 00 SUMMARY01 26 00 CONTRACT MODIFICATION REQUIREMENTS01 26 13 REQUESTS FOR INTERPRETATION (RFI)01 29 00 PAYMENT PROCEDURES01 31 00 PROJECT MANAGEMENT AND COORDINATION01 32 00 CONSTRUCTION PROGRESS DOCUMENTATION01 33 00 SUBMITTAL PROCEDURES01 40 00 QUALITY REQUIREMENTS01 42 00 REFERENCES01 60 00 PRODUCT REQUIREMENTS01 73 00 EXECUTION01 73 29 CUTTING AND PATCHING01 74 19 CONSTRUCTION WASTE MANAGEMENT AND DISPOSAL01 77 00 CLOSEOUT PROCEDURES01 78 23 OPERATION AND MAINTENANCE DATA01 78 39 PROJECT RECORD DOCUMENTS01 79 00 DEMONSTRATION AND TRAINING DIVISION 05 -METALS05 12 00 STRUCTURAL STEEL DIVISION 06 -WOOD, PLASTICS, AND COMPOSITES06 10 00 ROUGH CARPENTRY06 40 23 INTERIOR ARCHITECTURAL WOODWORK DIVISION 08 -OPENINGS08 11 13 HOLLOW METAL DOORS AND FRAMES08 14 16 FLUSH WOOD DOORS08 31 13 ACCESS DOORS AND FRAMES08 71 00 DOOR HARDWARE08 80 00 GLAZING08 87 00 GLAZING SURFACE FILMS DIVISION 09 -FINISHES09 22 16 NON-STRUCTURAL METAL FRAMING09 29 00 GYPSUM BOARD09 30 00 TILING09 51 10 ACOUSTICAL CEILINGS09 65 13 RESILIENT BASE AND ACCESSORIES09 65 19 RESILIENT TILE FLOORING09 68 16 SHEET CARPETING09 72 00 WALL COVERING09 91 23 INTERIOR PAINTING DIVISION 10 -SPECIALTIES10 11 00 VISUAL DISPLAY SURFACES10 14 23 PANEL SIGNAGE10 28 00 TOILET ACCESSORIES10 44 00 FIRE PROTECTION SPECIALTIES DIVISION 11 -EQUIPMENT11 31 10 PANTRY APPLICANCES DIVISION 12 -FURNISHINGS12 90 00 BUILDING ACCESSORIES WEEKLY STATUS REPORTS THE GC IS TO PROVIDE A WEEKLY STATUS REPORT INDICATING ESTIMATED PERCENTAGE OF COMPLETION FOR EACH TRADE INCLUSIVE OF DIGITAL PHOTOGRAPHS AS SUPPORTING INFORMATION. REPORT AND IMAGES ARE TO BE SENT ELECTRONICALLY TO THE IA PROJECT CONTACT OF THE SALIENT ARES &/OR WORK. BUIDING CODE INFORMATION • BUILDING CODE:2022 CALIFORNIA BUILDING CODE (2021 INTERNATIONAL BUILDING CODE) • EXISTING BUILDING CODE:2022 CALIFORNIA EXISTING BUILING CODE (2021 INTERNATIONAL EXISTING BUILDING CODE) • MECHANICAL CODE:2022 CALIFORNIA MECHANICAL CODE (2021 INTERNATIONAL MECHANICAL CODE) • PLUMBING CODE:2022 CALIFORNIA PLUMBING CODE (2021 INTERNATIONAL PLUMBING CODE) • ELECTRICAL CODE:2022 CALIFORNIA ELECTRICAL CODE (2020 NATIONAL ELECTRICAL CODE) • FIRE / LIFE SAFETY CODE:2022 CALIFORNIA FIRE CODE (2021 INTERNATIONAL FIRE CODE • ENERGY CODE:2022 CALIFORNIA ENERGY CODE • GREEN BUILDING CODE2022 CALIFORNIA GREEN BUILDING STANDARDS CODE EVALUATION APPROVAL # LARR ICCWALL PARTITIONS:GYPSUM ASSOCIATION FIRE RESISTANT DESIGN MANUAL ESR 1338 'USG' GYPSUM BOARD #02404 METAL FABRICATIONS:MFG: CEMCO STEEL STUD MANUFACTURER'S ASSOCIATION (SSMA)ESR-4943P 'DIETRICH' METAL STUDS #26019 ESR-1166D 'SIMPSON' FRAMING ANGLE ESR-3096 FASTENERS:HILTI POWER DRIVEN FASTENERS ESR-1163 'RAMSET' SELF DRILLING SCREWS FOR LIGHT GUAGE MATERIAL ESR-1655 'TEKS' SELF DRILLING SCREWS ESR-1976 CEILING GRID CLIP:'ARMSTRONG' CEILING GRID CLIP #25032 ESR-1308 SUSPENDED CEILING:'ARMSTRONG' SUSPENDED CEILING SYSTEMS #25348 ESR-1289 1234 S BALDWIN AVE, ARCADIA, CA 91007 TRUE NOT IN CONTRACT TRUE TRUE NORTH PLAN NORTH DELTA REVISION CLOUD AREA NAME 150 SF101 AREA TAG SHEET NUMBER ELEVATION NUMBER ON SHEET SHEET NUMBER ENLARGED CALLOUT ON SHEET ZONE TO BE CALLED OUT GRID NUMBERA STRUCTURAL GRID LINE FINISH TRANSITION BREAKLINE DOUBLE BREAKLINE CL CENTERLINE SYMBOL FINISH GRAIN DIRECTION F-01 LIGHT FIXTURE / FURNITURE TAG XX EQUIPMENT/ACCESSORY TAG A-7.0 1 Ref 1 Re f 1Ref 1Re f ALIGN CLOUD KEYNOTE ROOM TAG SECTION REFERENCE DETAIL SECTION REF DATUM A-8.6 1 DRAWING SCALE VIEW NUMBER 1 NORTH ARROW 101 1 A8.6 SIM________________ 1 A-8.6 SIM_________ 1 VIEW NAME 1/8" = 1'-0" A B01 A PARTITION TYPE (SEE PARTITION SCHEDULE) GLAZING SYSTEM TYPE INSULATION TYPE, WHERE OCCURS MATCHLINE /1 A101 VIEW / SHEET NUMBERFOR CORRESPONDING PLAN CONTINUATION 1 A101 SHEET NUMBER VIEW DIRECTION VIEW NUMBER ON SHEET AXON/PERSPECTIVE VIEW REF ELEVATION VIEW REF IA ABBREVIATIONS ABBV Comments &AND L ANGLE @ AT CL CENTERLINE DIA.DIAMETER PERP.PERPENDICULAR C CHANNEL #POUND OR NUMBER ----------------------- -------------------------------------------- ACP ACOUSTICAL CEILING PANEL A.D.AREA DRAIN ADJ.ADJUSTABLE A.F.F.ABOVE FINISH FLOOR AGGR.AGGREGATE AL. OR ALUM. ALUMINIUM APROX.APPROXIMATE ARCH.ARCHITECTURAL ASB.ASBESTOS ASPH.ASPHALT AXON.AXONOMETRIC ----------------------- -------------------------------------------- BC BACK OF CURB BD.BOARD BITUM.BITUMINOUS BLDG.BUILDING BLK.BLOCK BLKG.BLOCKING BM.BEAM B.O.BOTTOM OF BOT.BOTTOM B.R.BULLET RESISTANT B.T.B.BACK TO BACK ----------------------- -------------------------------------------- CAB.CABINET C.B.CATCH BASIN CEM.CEMENT CER.CERAMIC C.I.CAST IRON C.J.CONSTRUCTION JOINT CL CENTERLINE CLG.CEILING CLO.CLOSET CLR.CLEAR CMU CONCRETE MASONRY UNIT COL.COLUMN CONC.CONCRETE CONSTR.CONSTRUCTION CONT.CONTINUOUS CORR.CORRIDOR CTSK.COUNTERSUNK CNTR.COUNTER CT CERAMIC TILE CTR.CENTER ----------------------- -------------------------------------------- D DEMOLISH DBL.DOUBLE DEPT.DEPARTMENT D.F.DRINKING FOUNTAIN DET.DETAIL DIA.DIAMETER DIM.DIMENSION DISP.DISPENSER DN.DOWN D.O.DOOR OPENING DR.DOOR DWR.DRAWER DS.DOWNSPOUT D.S.P.DRY STANDPIPE DWG.DRAWING ----------------------- -------------------------------------------- E EXISTING (E)EXISTING EA.EACH E.J.EXPANSION JOINT EL.ELEVATION ELEC.ELECTRICAL ELEV.ELEVATION ELVTR.ELEVATOR EMER.EMERGENCY ENCL.ENCLOSURE E.P.ELECTRICAL PANEL E.P.EDGE OF PAVEMENT EQ.EQUAL EQPT.EQUIPMENT E.W.C.ELECTRIC WATER COOLER E.M.R.ELEVATOR MACHINE ROOM EXIST.EXISTING EXPO.EXPOSED EXP.EXPANSION EXT.EXTERIOR ----------------------- -------------------------------------------- F.A.FIRE ALARM F.B.FLAT BAR F.C.FACE OF CURB F.D.FLOOR DRAIN FDN.FOUNDATION F.A.FIRE EXTINGUISHER F.A.C.FIRE EXTINGUISHER F.F.FINISHED FLOOR F.G.FINISHED GRADE F.H.FIRE HYDRANT F.H.C.FIRE HOSE CABINET FIN.FINISH FL.FLOOR FLASH.FLASHING FLUOR.FLUORESCENT F.O.FACE OF F.O.C.FACE OF CONCRETE F.O.F.FACE OF FINISH F.O.S.FACE OF STUDS F.P.FIRE PROTECTION F.P.R.FIRE PROTECTION RISER FPRF.FIRE RETARDANT TREATED F.S.FULL SIZE FT.FOOT OR FEET F.TR FIRE TREATED FTG.FOOTING FURR.FURRING F&I FURNISH AND INSTALL FUT.FUTURE ----------------------- -------------------------------------------- GA.GAUGE GALV.GALVANIZED G.B.GRAB BAR G.C.GENERAL CONTRACTOR GL.GLASS / GLAZING GND.GROUND GR.GRADE GYP.GYPSUM GWB.GYPSUM WALL BOARD ----------------------- -------------------------------------------- H.B.HOSE BIB H.C.HOLLOW CAB HDWD.HARDWOOD HDWE.HARDWARE HDWR.HARDWARE H.M.HOLLOW METAL HORIZ.HORIZONTAL HR.HOUR HT.HEIGHT HGT.HEIGHT ----------------------- -------------------------------------------- I.D.INSIDE DIAMETER (DIM.) INSUL.INSULATION INT.INTERIOR SHEET NUMBER DESCRIPTION 08 . 0 3 . 2 0 2 3 - I S S U E D F O R S D 9 0 % R E V I E W 09 . 0 6 . 2 0 2 3 - I S S U E D F O R S D F I N A L 09 . 1 3 . 2 0 2 3 - I S S U E D F O R C O E R E V I E W 10 . 1 2 . 2 0 2 3 - I S S U E D F O R D D 9 0 % R E V I E W 11 . 0 7 . 2 0 2 3 - I S S U E F O R D D F I N A L 11 . 2 1 . 2 0 2 3 - I S S U E F O R C D 9 0 % R E V I E W 12 . 0 8 . 2 0 2 3 - I S S U E F O R C D F I N A L 01 . 2 5 . 2 0 2 3 I S S U E F O R P E R M I T 03 . 1 8 . 2 0 2 4 I S S U E F O R B L D G . D E P T . C O M M E N T S , R E V . 1 GENERAL A00.00 DRAWING INDEX, LOCATION MAP & PROJECT INFORMATION X X X X X X X X X A00.01 GENERAL NOTES AND TYPICAL MOUNTING HEIGHTS X X X X X A00.10 GENERAL NOTES X X X X X A00.11 GENERAL NOTES & ACCESSIBLITY NOTES X X X X X A00.12 ACCESSIBILITY INFORMATION (2022 CBC CHAPTER 11B)X X A00.13 LADBS GREEN FORMS X A00.13.1 LADBS GREEN FORMS X A00.13.2 LADBS GREEN FORMS X A00.13.3 LADBS ACCESSIBILITY DETAILS X A00.13.4 LADBS ACCESSIBILITY DETAILS X A00.13.5 LADBS ACCESSIBILITY DETAILS X A00.13.6 LADBS ACCESSIBILITY DETAILS X A00.13.7 LADBS ACCESSIBILITY DETAILS X A00.13.8 LADBS ACCESSIBILITY DETAILS X A00.13.9 LADBS ACCESSIBILITY DETAILS X A00.14 LADBS ACCESSIBILITY GENERAL NOTES X X A00.14.1 LADBS ACCESSIBILITY GENERAL NOTES X X A00.15 CALIFORNIA GREEN NOTES X X X X X A00.16 CALIFORNIA GREEN NOTES X X X X X A00.17 CALIFORNIA GREEN NOTES X X X X X A00.20 EGRESS PLAN - FIRST FLOOR X X X X A00.21 EGRESS PLAN - SECOND FLOOR X X X X A00.31 WALL PARTITION TYPES X X X X X A00.32 TYP. STUD AND FRAMING DETAILS X X X X X A00.40 EQUIPMENT, FINISH AND MILLWORK SCHEDULES X X X X X X A00.50 DOOR TYPES, DOOR SCHEDULE AND HARDWARE X X X X X X A00.60 ARCHITECTURAL SITE PLAN (PATH OF TRAVEL)X X X X X X X ARCHITECTURAL A01.00 EXISTING FLOOR PLAN - FIRST FLOOR X X X X X X X X A01.01 EXISTING FLOOR PLAN - SECOND FLOOR X X X X X X X X A01.02 DEMOLITION FLOOR PLAN - FIRST FLOOR X X X X X X X A01.03 DEMOLITION REFLECTED CEILING PLAN - FIRST FLOOR X X X X X X X A02.01 CONSTRUCTION PLAN - FIRST FLOOR X X X X X X X X A03.01 POWER & COMMUNICATION PLAN - FIRST FLOOR X X X X X X A03.02 POWER & COMMUNICATION - DETAILS X X X X X A04.01 REFLECTED CEILING PLAN - FIRST FLOOR X X X X X X X X A05.01 FINISH PLAN - FIRST FLOOR X X X X X X X A05.02 FINISH PLAN - SECOND FLOOR X X X X X X X A06.01 FURNITURE PLAN - FIRST FLOOR X X X X X X X X A08.01 ENLARGED RESTROOM PLANS & INTERIOR ELEVATIONS X X X X X A08.02 EXISTING - ENLARGED STAIR DETAILS X X X X X X A11.01 INTERIOR ELEVATIONS X X X X X X X X A11.02 INTERIOR ELEVATIONS X X X X X X X X A11.03 INTERIOR ELEVATIONS X X X X X X X X A11.04 INTERIOR ELEVATIONS X X X X X X X X A12.10 MILLWORK - MW05, MW11 X X X X X A12.20 MILLWORK DETAILS X X X X X A12.40 CEILING DETAILS X X X X X A12.50 FINISH DETAILS X X X X X PLUMBING P00.01 PROPOSED PLUMBING PLAN LEGEND AND SCHEDULE X MECHANICAL M01.01 HVAC GENERAL NOTES, LEGEND AND SCHEDULES X M01.02 HVAC SCHEDULES X M02.00 EXISTING-DEMO HVAC PLAN FIRST FLOOR X M02.01 PROPOSED HVAC PLAN FIRST FLOOR X M04.01 MECHANICAL DETAILS X M04.02 MECHANICAL DETAILS X ELECTRICAL E01,.01 ELECTRICAL GENERAL NOTES, SYMBOLS AND ABBREVIATIONS X E01.02 LIGHTING SCHEDULES AND CONTROL DETAILS X E02.00 PROPOSED POWER AND TECHNOLOGY PLAN FIRST FLOOR X E03.00 PROPOSED LIGHITNG PLAN FIRST FLOOR X E05.01 PANEL SCHEDULES AND RISER DIAGRAM X ALIGN TO ACCURATELY LOCATE FINISH FACES IN THE SAME PLANE CLEAR / CLR / HOLD DIMENSIONS ARE ABSOLUTES, UNOBSTRUCTED FROM FACE OF EXPOSED FINISH SURFACES. DEMOLISH TO DECONSTRUCT COMPLETE SYSTEM, HAUL, AND DISPOSE OF MATERIAL, INCLUDING APPROPRIATEPULL BACK AND TERMINATION/CAPPING OF RELATED BUILDING SERVICES SALVAGE DIS-ASSEMBLE, CONVEY OR STORE MATERIAL PER OWNERS INSTRUCTIONS REUSE SALVAGE, STORE ON SITE, RE-INSTALL INSTALL ON-SITE OPERATIONS INCLUDING UNLOADING, TEMPORARY STORAGE, UN-PACKING, ASSEMBLY, PLACING,ANCHORING, APPLYING, FINISHING, PROTECTING, AND CLEANING COMPLETE AND OPERATIONALELEMENTS, EQUIPMENT, AND SYSTEMS FURNISH PROCURE AND STORE ON-SITE MATERIAL FOR INSTALLATION BY OTHERS PROVIDE FURNISH AND INSTALL COMPLETE AND OPERATIONAL SYSTEM NOTIFY TO INFORM THE STATED PARTIES IN WRITING AND SEEK RESOLUTION PRIOR TO COMENCING WORK IA ABBREVIATIONS ABBV Comments JAN. OR J.C. JANITOR / JANITOR'S CLOSET JT.JOINT KIT.KITCHEN LAB.LABORATORY LAM.LAMINATE LAV.LAVATORY LKR.LOCKER LT.LIGHT ----------------------- -------------------------------------------- MAX.MAXIMUM M.C.MEDICINE CABINET MECH.MECHANICAL MEMB.MEMBRANE MTL.METAL MFR.MANUFACTURER MH.MANHOLE MIN.MINIMUM MIR.MIRROR MISC.MISCELLANEOUS M.O.MASONRY OPENING MTD.MOUNTED MUL.MULLION ----------------------- -------------------------------------------- (N)NEW N.I.C.NOT IN CONTRACT NO. OR #NUMBER NR.NUMBER NOM.NOMINAL N.T.S.NOT TO SCALE ----------------------- -------------------------------------------- O.A.OVERALL OBS.OBSCURE O.C.ON CENTER O.D.OUTSIDE DIAMETER (DIM.) OFF.OFFICE OPNG.OPENING O.T.S.OPEN TO STRUCTURE OPP.OPPOSITE ----------------------- -------------------------------------------- P.PAINT P.A.PLANTING AREA PRCST.PRECAST PL.PLATE P.LAM PLASTIC LAMINATE PLAS.PLASTER PLUMB.PLUMBING PLWD.PLYWOOD PP POWER POLE PR.PAIR PT.POINT P.T.D.PAPER TOWEL DISPENSER P.T.D/R COMBINATION PAPER TOWELDISPENSER AND RECEPTACLE ----------------------- -------------------------------------------- Q.T.QUARRY TILE ----------------------- -------------------------------------------- R RISER OR RELOCATE RAD.RADIUS R.D.ROOF DRAIN REF.REFERENCE REFR.REFRIGERATOR RGTR.REGISTER REINF.REINFORCED REQ'D.REQUIRED RESIL.RESILIENT RM.ROOM R.O.ROUGH OPENING RWD.REDWOOD R.W.L.RAIN WATER LEADER ----------------------- -------------------------------------------- S.SOUTH S.A.F.B.SOUND ATTENUATION BLANKETS S.C.SOLID CORE S.C.D.SEAT COVER DISPENSER SCHED.SCHEDULE S.D.SOAP DISPENSER SEC.SECURITY SECT.SECTION SH.SHELF SHR.SHOWER SHT.SHEET SIM.SIMILAR S.N.D.SANITARY NAPKIN DISPENSER S.N.R.SANITARY NAPKIN RECEPTACLE SNT.SEALANT S.O.B.SYMBOL ON BACKGROUND SPEC.SPECIFICATION SQ.SQUARE S.S. OR SSTL STAINLESS STEEL S.SK.SERVICE SINK STA.STATION STD.STANDARD STL.STEEL STOR.STORAGE STRL.STRUCTURAL SUSP.SUSPENDED SYM.SYMMETRICAL ----------------------- -------------------------------------------- T.TREAD T.B.TOWEL BAR T.B.D.TO BE DETERMINED TC TELECOMM T.C.TOP OF CONCRETE TEL.TELEPHONE TER.TERRAZZO T.&G.TONGUE AND GROOVE THK.THICK T.O.C.TOP OF CURB T.O.P.TOP OF PAVEMENT T.P.D.TOILET PAPER DISPENSER T.V.TELEVISION T.W.TOP OF WALL TYP.TYPICAL ----------------------- -------------------------------------------- UNF.UNFINISHED U.O.N.UNLESS OTHERWISE NOTED UR.URINAL ----------------------- -------------------------------------------- V.C.T.VINYL COMPOSITION TILE VERT.VERTICAL VEST.VESTIBULE V.I.F.VERIFY IN FIELD ----------------------- -------------------------------------------- W.WEST W/WITH W.C.WATER CLOSET WD.WOOD W/O WITHOUT W.0.WHERE OCCURS WP.WATERPROOF WSCT.WAINSCOT WT.WEIGHT ----------------------- -------------------------------------------- Job No. Owner Approval Scale DELTA ISSUE DATEDESCRIPTION C N SERIAL NUM./MANH. ID: VERSION: BULLETIN: 1/8" = 1'-0" 3/2 2 / 2 0 2 4 4 : 2 4 : 1 5 P M 47BACX.1220.002 2024 A00.00 DRAWING INDEX, LOCATION MAP & PROJECT INFORMATION - WEST ARCADIA, CA FCID 9767 1234 S BALDWIN AVENUE ARCADIA, CA 91007-7510 - - 03-2023 CHARLOTTE 615 S. COLLEGE ST. SUITE 725 CHARLOTTE, NC 28202TEL 704-908-1540 © INTERIOR ARCHITECTS, INC., A CALIFORNIA CORPORATION.ALL DRAWINGS AND WRITTEN MATERIAL HEREIN CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT, AND THE SAME MAY NOT BE DUPLICATED, USED, OR DISCLOSED WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT. PROJECT DESCRIPTION: PROJECT ADDRESS: TYPE OF CONSTRUCTION: BUILDING OCCUPANCY: BUILDING NO. OF STORIES: SEISMIC DESIGN CATEGORY: BUILDING LIFE SAFETY INFO: PROJECT INFORMATION 1. ALL INTERIOR FINISHES SHALL COMPLY WITH THE REFERENCED CODE REQUIREMENTS FOR FLAMMABILITY AND SMOKE DEVELOPED RATINGS AS WELL AS TOXICITY.ADDITIONAL REQUIREMENTS: WALL AND CEILINGS (PER ASTM E84 OR UL723)INTERIOR EXIT STAIRWAYS, RAMPS AND EXIT PASSAGEWAYS CORRIDORS AND ENCLOSURE FOR EXIT ACCESS STAIRWAYS AND RAMPS: ROOMS AND ENCLOSED SPACES: FLOORING (PER ASTM E648 OR NFPA 253): CLASS IICRITICAL RADIANT FLUX OF NOT LESS THAN 0.22 WATTS PER SQUARE CENTIMETER FLAME SPREAD AND SMOKE-DEVELOPED INDEXCLASS A: FLAME SPREAD: 0 - 25; SMOKE-DEVELOPED: 0 - 450CLASS B: FLAME SPREAD: 26 - 75; SMOKE-DEVELOPED: 0 - 450CLASS C: FLAME SPREAD: 76 - 200; SMOKE-DEVELOPED: 0 - 450DEFERRED SUBMITTALS & DELEGATED DESIGN WORK BY OTHERS UNDER SEPARATE PERMIT: FIRST FLOOR AREA: SECOND FLOOR AREA: 1234 S BALDWIN AVENUEARCADIA, CA 91007-7510 INTERIOR RENOVATION OF EXISTING COMMERCIAL RETAIL BANK BUILDING, ON FIRSTFLOOR, INCLUDING DEMOLITION AND CONSTRUCTION OF NON-STRUCTURALPARTITIONS, CEILINGS, FINISHES AND FURNITURE/EQUIPMENT AND ASSOCIATED MEPIMPROVEMENTS. SECOND FLOOR ALTERATIONS ARE LIMITED TO FINISHIMPROVEMENTS. III-B BUSINESS 2 NO NFPA 13 SPRINKLERS, NO VISUAL AND AUDIBLE FIRE ALARM PRESENT. B OCCUPANCY - CLASS A B OCCUPANCY - CLASS B B OCCUPANCY - CLASS C E 5357 SF 2346 SF ARCHITECT OF RECORD: INTERIOR ARCHITECTS INC. A CALIFORNIACORPORATIONJASON COATS615 S. COLLEGE STREET, SUITE 725CHARLOTTE, NC 28202704.207.5317J.COATS@INTERIORARCHITECTS.COM IA PROJECT CONTACT: INTERIOR ARCHITECTS INC. A CALIFORNIACORPORATIONZAK KLOBUCAR104 S. MICHIGAN AVE, SUITE 1200CHICAGO, IL 60603312.488.5202Z.KLOBUCAR@INTERIORARCHITECTS.COM PM/CLIENT REP CUSHMAN & WAKEFIELDEILEEN MAGGIORIE714.323.4647EILEEN.MAGGIORE@CUSHWAKE.COM MEP ENGINEER P&G ENGINEERING DESIGNLUIS O. PEREZ6303 BLUE LAGOON DRIVEMIAMI, FL 33126786.747.5018LPEREZ@PGENGINEERINGDESIGN.COM *NO RATING REQUIRED…AGGREGATE ASSEMBLY OCCUPANCY IS < 10% OF THE OVERALL FLOOR PER SECTION 508.2.3 ACTUAL AREA 7,703 SF ALLOWABLE AREA (TABLE 506.2)19,000 SF ACTUAL STORIES 2 STORIES ALLOWABLE STORIES (TABLE 504.4)3 STORIES ALLOWABLE HEIGHT (TABLE 504.3)40'VESDA SMOKE DETECTION SYSTEM NO PRESSURIZED ELEVATOR SHAFTS (SECTION 3006.3-4) NA SMOKE DETECTION SYSTEM @ ELEVATOR LOBBIES NO SMOKE PARTITIONS (SECTION 3006.3-2) NA CARBON MONOXIDE DETECTORS NO 1-HOUR RATING (SECTION 3006.3-1 AND 708.3) NA EMERGENCY VIOCE/ALARM COMMUNICATION SYSTEM (EVACS)NO ELEVATOR LOBBY (SECTION 3006.2)NO FIRE ALARM NO HIGH-RISE (> 75' TO FLOOR LEVEL OF TOP OCCUPIABLE FLOOR) NO EXIT SIGNS YES BUILDING HEIGHT 22'-8"EMERGENCY LIGHTING YES BUILDING HEIGHT AND AREAS LIFE SAFETY REQUIREMENTS OCCUPANCY SEPARATION/FIRE BARRIERS *0-HOUR RATED MIXED OCCUPANCY NO EXIT DISCHARGE DIRECTLY TO THE EXTERIOR 2 SPECIAL USES (CHAPTER 4)NONE EXIT PASSAGEWAY NA INCIDENTAL USES (TABLE 509)NONE SHAFT ENCLOSURES - OTHER (NOT LESS THAN THE FLOOR ASSEMBLY PENETRATED PER SECTION 713.4)NA ACCESSORY OCCUPANCY NONE SHAFT ENCLOSURES - EXIT NA PRIMARY OCCUPANCY BUSINESS CORRIDOR SEPARATION (TABLE 1020.1 - SPRINKLERED)0 HR OCCUPANCY ROOF CONSTRUCTION AND ASSOCIATED SECONDARY MEMBERS 0 HR SPECIAL INSPECTIONS REQUIRED NO FLOOR CONSTRUCTION AND ASSOCIATED SECONDARY MEMBERS 0 HR STANDPIPES NO NON-BEARING WALLS AND PARTITOINS INTERIOR 0 HR SPRINKLERS NO NON-BEARING WALLS AND PARTITIONS EXTERIOR NA CHANGE OF USE NO INTERIOR BEARING WALLS 0 HR RISK CATEGORY (TABLE 1604.5)II EXTERIOR BEARING WALLS 2 HR CONSTRUCTION TYPE III-B PRIMARY STRUCTURE 0 HR CONSTRUCTION CLASSIFICATION FIRE RESISTANCE RATING REQUIREMENTS (TABLE 601) 1 ISSUED FOR PERMIT 01.25.2023 1 2 ISSUED FOR BLDG. DEPT.REV.1 03.22.2024 9 ISSUED FOR CD FINAL 12.08.2023 1 DEVICES AT DOOR IN CLOSED POSTION 6" DEVICES AT DOOR IN OPEN POSITION 3'- 2 " 6" THERMOSTAT LOCATION. DO NOT LOCATE DIRECTLY ABOVE DIMMERS. LOCATION FOR: LIGHT SWITCH, DIMMERS, EGRESS BUTTON, CARD READER, (ETC.) CLUSTER. SEE PLAN FOR QUANTITY OF EACH CLUSTER. USE GANG-TYPE COVER PLATES FOR MORE THAN ONE DEVICE OF THE SAME TYPE. 3'- 2 " THERMOSTAT GANG OF DIMMER SWITCHES FLUORESCENT SWITCH (SECURITY DEVICE WHERE OCCURS. (I.E. CARD READERS, ETC. ) ALIGN TOP OF DEVICES 48 " M A X . T O T O P O F O U T L E T B O X 2" OUTLINE OF DOOR IN OPEN POSITION 2" AUDIBLE/VISIBLE STROBE FIRE EXTINGUSHER AND/OR HOSE CABINET NOTE: ALL DIMENSIONS TO CENTER LINE OF DEVISES U.O.N.; INTERCOM TO BE MOUNTED @ 3'-9" AFF U.O.N.; CENTER ALL DEVICES BELOW SWITCH. ALL OPERABLE PARTS SHALL BE OPERABLE WITH ONE HAND AND SHALL NOT REQUIRE TIGHT GRASPING, PINCHING, OR TWISTING OF THE WRIST WITH A MAX OF 5 LBS. OF FORCE TO OPERATE. A CLEAR SPACE TO BE PROVIDED OF 30" MIN. X 48" MIN. 4 1/2" 5' - 0 " HOLD UP LIGHT TO T O P O F F . E . C . 4'- 6 " 6' - 8 " 4'- 0 " M A X DOOR FRAME 3'- 7 " PEEP SCOPE, WHERE SCHEDULED PEEP SCOPE WHERE SCHEDULED AND REQUIRED BY CODEALIGN CL WH E R E O C C U R S 48 " T O P O F H A N D L E CL Job No. Owner Approval Scale DELTA ISSUE DATEDESCRIPTION C N SERIAL NUM./MANH. ID: VERSION: BULLETIN: 3/4" = 1'-0" 1/2 9 / 2 0 2 4 2 : 3 9 : 2 0 P M 47BACX.1220.002 2024 A00.01 GENERAL NOTES AND TYPICAL MOUNTING HEIGHTS - WEST ARCADIA, CA FCID 9767 1234 S BALDWIN AVENUE ARCADIA, CA 91007-7510 - - 03-2023 CHARLOTTE 615 S. COLLEGE ST. SUITE 725 CHARLOTTE, NC 28202TEL 704-908-1540 © INTERIOR ARCHITECTS, INC., A CALIFORNIA CORPORATION.ALL DRAWINGS AND WRITTEN MATERIAL HEREIN CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT, AND THE SAME MAY NOT BE DUPLICATED, USED, OR DISCLOSED WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT. GENERAL NOTES ACCESSIBILITY NOTES FIRE DEPARTMENT NOTESTYPICAL MOUNTING HEIGHTS 1. PROVIDE EXIT SIGN WITH 6" LETTERS OVER REQUIRED EXITS, WHERE SHOWN ON DRAWINGS, AND ADDITIONALSIGNS AS REQUIRED BY BUILDING DEPARTMENT INSPECTOR OR FIRE DEPARTMENT FIELD INSPECTOR. CONNECTEXIT SIGNS TO EMERGENCY POWER CIRCUITS. COMPLY WITH BUILDING CODES. 2. MAINTAIN AISLES AT LEAST 44" WIDE AT PUBLIC AREAS. 3. EVERY EXIT DOOR SHALL BE OPERABLE FROM THE INSIDE WITHOUT THE USE OF A KEY OR ANY SPECIALKNOWLEDGE OR EFFORT. SPECIAL LOCKING DEVICES SHALL BE OF AN APPROVED TYPE. ALL NEW DOORS SHALLHAVE APPROVED LEVER HANDLES. 4. DOOR OPENINGS INTO REQUIRED 1-HOUR, FIRE-RESISTIVE CORRIDORS SHALL BE PROTECTED WITH A SMOKE ORDRAFT STOP ASSEMBLY HAVING A 20 MINUTE RATING AND SHALL BE SELF-CLOSING. 5. 20-MINUTE DOOR JAMBS TO BE TIGHT-FITTING, SMOKE AND DRAFT CONTROLLED. 6. EXIT DOORS SHALL SWING IN THE DIRECTION OF TRAVEL WHEN SERVING 50 OR MORE PERSONS AND IN ANYHAZARDOUS AREAS. 7. INTERIOR WALL AND CEILING FINISHES FOR EXIT CORRIDORS SHALL NOT EXCEED AN END POINT FLAME SPREADRATING: -CLASS I, FLAME SPREAD 0-25, SMOKE DENSITY 150, FOR MATERIALS INSTALLED IN VERTICAL EXITS. -CLASS II, FLAME SPREAD 26-75, SMOKE DENSITY 300, FOR MATERIALS INSTALLED IN HORIZONTAL EXITS. -CLASS III, FLAME SPREAD 76-200, SMOKE DENSITY OF 450, FOR MATERIALS INSTALLED IN ANY OTHER LOCATION. 8. PROVIDE FIRE DAMPERS WHERE AIR DUCTS PENETRATE FIRE-RATED WALLS OR CEILINGS. 9. WOOD BLOCKING, CLEATS, GROUNDS, SHEATHING ANDOTHER MISCELLANEOUS CARPENTRY ITEMS SHALL BEFIRE-TREATED IN ACCORDANCE WITH APPLICABLE CODES. 10. HEARING IMPAIRED: FLASHING VISUAL WARNINGS SHALL HAVE A FREQUENCY OF NOT MORE THAN 60 FLASHESPER MINUTE, AND SHALL BE SYNCHRONIZED. 11. LOCATE THE HIGHEST POINT OF THE ACTIVATING HANDLE OF A MANUAL FIRE ALARM BOX A MINIMUM OF 42" AND AMAXIMUM OF 48" ABOVE FINISH FLOOR. 12. CONTRACTOR SHALL PERMANENTLY IDENTIFY ALL PROTECTED OPENINGS, CORRIDOR PARTITIONS, SMOKE STOPPARTITIONS, HORIZONTAL EXIT PARTITIONS, EXIT ENCLOSURES AND ALL FIRE RATED WALLS WITHCORRESPONDING HOURLY RATING BY EITHER INSTALLING SIGNS OR BY STENCILING IN CONCEALED SPACES THEFOLLOWING: "1 HOUR FIRE AND SMOKE BARRIER - PROTECT ALL OPENINGS," NOTE: IDENTIFICATION SHALL BESPACED NO MORE THAN 15 FEET FROM EACH END WALL AND THIRTY FEET ON CENTER WITH A MINIMUM LETTERSIZE OF THREE INCHES IN HEIGHT ON A CONTRASTING BACKGROUND. 13. PROJECT DOES NOT INCLUDE STORAGE, DISPENSING OR USE OF ANY FLAMMABLE OR COMBUSTIBLE LIQUIDS,FLAMMABLE GAS OR HAZARDOUS SUBSTANCES. 14. FLOOR COVERINGS FOR CORRIDORS, LOBBIES, STAIRS AND OTHER EXIT PATHS OR EXIT AREAS ARE SPECIFIEDTO BE CLASS B OR BETTER. 15. DEFERRED SUBMITTALS FOR FIRE SPRINKLER AND FIRE ALAM SHOP DRAWINGS SHALL BE SUBMITTED TO THE UFAFOR REVIEW AND PERMITTING. A DIGITAL SUBMITTAL (PDF FORMAT) IS PREFERED. EMAIL THE SUBMITTAL TOSGRAY@UNIFIEDFIRE.ORG. INCLUDE DOWNLOADABLE LINK OR ATTACH PLAN FILES TO THE EMAIL. CD'S OR FLASHDRIVES CONTAINING THE FILES CAN BE SENT TO THE FOLLOWING ADDRESS: UNIFIED FIRE AUTHORITY, 4965 S.REDWOOD ROAD, TAYLORSVILLE, UTAH 84123 ATTENTION: STEWART GRAY, PLANS EXAMINER. PLANS MUST BESTAMPED BY A NICET III OR BETTER AND SHALL INCLUDE MANUFACTURER CUT SHEETS, HYDRAULIC OR BATTERYCALCULATIONS AND THE 3RD PARTY REVIEW LETTER. 1. ALL WORK SHALL CONFORM TO THE AMERICAN WITH DISABILITIES ACT (A.D.A.) OR UTAH ACCESSIBILITYSTANDARDS, WHERE APPLICABLE, ALONG WITH ALL STATE, COUNTY, AND LOCAL APPLICABLE CODES, ORDERS,ORDINANCES AND REGULATIONS. PRIOR TO START OF WORK, NOTIFY ARCHITECT OF ANY DISCREPANCIESBETWEEN THE DRAWINGS AND CODE. ALL WORK SHALL CONFORM TO THE MOST RESTRICTIVE REQUIREMENTS. 2. BEFORE COMMENCING WORK, CONTRACTOR SHALL BECOME FAMILIAR WITH THE DRAWINGS AND THE SCOPE OFWORK. CONTRACTOR SHALL VERIFY EXISTING CONDITIONS AND DIMENSIONS AT THE SITE. ARCHITECT SHALL BENOTIFIED OF DISCREPANCIES. 3. BEFORE COMMENCING WORK, THE GENERAL CONTRACTOR SHALL SUBMIT AN ITEMIZED COST BREAK DOWN OFALL SCOPE ITEMS AND A CONSTRUCTION SCHEDULE TO THE BANK OF AMERICA PROJECT MANAGER AND THEARCHITECT. WORK SHALL BE SCHEDULED TO MEET BANK OF AMERICA REQUIREMENTS. 4. ALL WORK DESCRIBED OR INDICATED IN THESE DOCUMENTS AND ALL WORK DEPENDENT UPON OR NECESSARYTO COMPLETE THIS WORK SHALL BE EXECUTED IN A WORKMAN-LIKE MANNER CONSISTENT WITH THE BESTSTANDARDS OF THE TRADE. ITEMS AND MATERIALS USED SHALL BE SUITED FOR THE INTENDED PURPOSE. 5. TRADESMEN, CRAFTSMEN, INSTALLERS, FOREMEN AND SUPERVISORS ARE TO BE SKILLED, EXPERIENCED ANDLICENSED IF REQUIRED IN THE WORK THEY WILL BE PERFORMING. 6. PROJECT CONSTRUCTION ITEMS TO BE NEW, UNLESS NOTED OTHERWISE. NO SUBSTITUTIONS WILL BE ALLOWEDUNLESS COMPLETE DESCRIPTIONS, DRAWINGS, TEST DATA, SAMPLES, COST AND SCHEDULED CHANGES ARESUBMITTED BY THE CONTRACTOR AND APPROVED BY THE ARCHITECT PRIOR TO INSTALLATION. ANY ITEMSNOTED ON THE DRAWINGS THAT ARE NOT AVAILABLE OR WOULD CAUSE A TIME DELAY SHALL BE IDENTIFIED BYTHE GENERAL CONTRACTOR AND THE ARCHITECT SHALL BE NOTIFIED. 7. TYPICAL DETAILS AND GENERAL NOTES SHALL BE USED WHENEVER APPLIABLE U.N.O. ALL SYMBOLS ANDABBREVIATIONS USED ON THE DRAWINGS ARE CONSIDERED CONSTRUCTION STANDARDS. IF CONTRACTOR HASANY QUESTIONS REGARDING THE SAME OR EXACT MEANING, ARCHITECT SHALL BE NOTIFIED FORCLARIFICATION. 8. DIMENSIONS ARE TO THE FACE OF FINISH ON EXISTING OR NEW WORK, UNLESS NOTED OTHERWISE.DIMENSIONS SHALL HAVE PRECEDENCE OVER SCALE. LARGER SCALE DRAWINGS SHALL HAVE PRECEDENCEOVER SMALLER SCALE DRAWINGS. 9. PROVIDE SHOP DRAWINGS WHERE INDICATED AND FOR ALL METAL FABRICATION OR WHERE NOTED ON THECONSTRUCTION DOCUMENTS. THE CONTRACTOR SHALL SUBMIT FIVE (5) SETS TO THE ARCHITECT WITH AMPLETIME TO REVIEW. REQUIRED CORRECTIONS WILL BE NOTED AND A COPY WILL BE RETURNED TO THECONTRACTOR. THE CONTRACTOR SHALL REVISE THE DRAWINGS AND RESUBMIT FOR FINAL APPROVAL PRIOR TOFABRICATION. 10. CONTRACTOR TO SUBMIT SAMPLES OF ALL FINISH MATERIALS TO THE ARCHITECT FOR APPROVAL PRIOR TOINSTALLATION. 11. CONTRACTOR SHALL MAINTAIN A COMPLETE SET OF AS-BUILT DRAWINGS NOTING DEVIATIONS BETWEEN THEDRAWINGS, THE ACTUAL FIELD CONDITIONS AND THE NEW CONSTRUCTION OF ALL TRADES. AS-BUILT DRAWINGSSHALL BE DELIVERED TO BANK OF AMERICA AT THE END OF THE PROJECT. GENERAL CONTRACTOR SHALLPROVIDE ALL SUBCONTRACTORS WITH THE MOST CURRENT CONSTRUCTION DOCUMENTS THROUGHOUT THEPROJECT INCLUDING ALL REVISIONS. 12. CONTRACTOR TO NOTIFY ARCHITECT AND BANK OF AMERICA PROJECT MANAGER OF ALL REVISIONS TO THEDRAWINGS AND CHANGES TO THE SCOPE OF WORK OR SCHEDULE AS REQUIRED BY GOVERNING AGENCIES,FIELD CONDITIONS OR BANK OF AMERICA PERSONNEL REGARDLESS OF EXTENT. ALL REVISIONS TO BE INWRITING AS CHANGE ORDERS AND APPROVED PRIOR TO STARTING WORK. 13. CONTRACTOR TO PROVIDE PROTECTIVE EQUIPMENT TO ENSURE THE LIFE SAFETY OF PUBLIC, TENANTS ANDWORKERS AS REQUIRED BY FEDERAL, STATE AND LOCAL CODES THROUGHOUT CONSTRUCTION. CONTRACTORSHALL TAKE ALL NECESSARY MEASURES TO PROTECT PEDESTRIANS. 14. CONTRACTOR TO VERIFY EXISTING STRUCTURAL CONDITIONS AND REQUIREMENTS OF NEW CONSTRUCTIONPRIOR TO START OF WORK. CONTRACTOR SHALL FURNISH ADEQUATE SHORING, BRACING, ETC. AS REQUIREDTO SAFETLY EXECUTE ALL WORK AND SHALL BE RESPONSIBLE FOR THE SAME, UNLESS SPECIFICALLY DETAILEDIN THE DRAWINGS. CONTRACTOR SHALL PROVIDE BLOCKING, BACKING, FRAMING, HANGERS, OR OTHERSUPPORTS AS NECESSARY FOR ALL FIXTURES, EQUIPMENT AND ALL OTHER ITEMS AS NECESSARY. 15. SITE AND BUILDING SHALL BE MAINTAINED IN A CLEAN, SAFE MANNER. DIRTY OR NOISY WORK SHALL BEPERFORMED AT SUCH A TIME AS DIRECTED BY THE OWNER AND/ OR CITY. ALL TRASH DEBRIS, SURPLUSMATERIAL, TOOLS AND EQUIPMENT TO BE REMOVED FROM THE SITE AND DISPOSED OF IN A LEGAL MANNER.LEAVE PREMISES IN A CONDITION ACCEPTABLE TO BANK OF AMERICA OR OWNER. 16. PROTECT AREA OF WORK AND ADJACENT AREAS FROM DAMAGE. WHERE EXISTING CONSTRUCTION, FINISHESOR EQUIPMENT IS DAMAGED BY WORK IN THIS CONTRACT, IT SHALL BE PATCHED, REPAIRED OR REPLACED ASREQUIRED TO MATCH EXISTING AT NO COST TO BANK OF AMERICA. 17. THE LOCATION AND ELEVATIONS OF ALL WORK TO BE CONSTRUCTED IS SHOWN ON THE DRAWINGS. UNLESSDISCREPANCIES ARE BROUGHT TO THE ATTENTION OF THE ARCHITECT PRIOR TO CONSTRUCTION, THECONTRACTOR SHALL BE HELD RESPONSIBLE FOR THE PROPER LOCATION AND ELEVATIONS AS SHOWN ANDINTENDED. 18. THE CONTRACTOR SHALL LAY-OUT THE WORK, ESTABLISH AND MAINTAIN NECESSARY MARKERS AND BERESPONSIBLE FOR THE ACCURACY OF THE WORK. THE CONTRACTOR SHALL MARK, AS A GUIDE TO ALL TRADESAND TO HIS SUBCONTRACTORS, THE EXACT LOCATIONS OF NEW OR REMODELED WORK WITH RESPECT TO ALLCHANGES TO EXISTING. 19. INSTALL AND APPLY ITEMS, MATERIALS, EQUIPMENT, FINISHES, ETC. INCLUDING THE PREPARATION OF SURFACESIN STRICT ACCORDANCE WITH THE MANUFACTURER'S PRINTED RECOMMENDATIONS AND INSTALLATIONREQUIREMENTS. 20. PERTAINING TO EQUIPMENT: GENERAL CONTRACTOR IS RESPONSIBLE FOR THE REMOVAL AND RELOCATION OFANY EXISTING EQUIPMENT OR CONSTRUCTION AS NECESSARY FOR A COMPLETE INSTALLATION. 21. ACCESS PANELS SHALL BE PROVIDED FOR ALL EQUIPMENT SWITCHES, VALVES AND OTHER CONTROL DEVICESTHAT ARE CONCEALED. EXACT LOCATIONS TO BE APPROVED BY ARCHITECT PRIOR TO INSTALLATION. 22. BESIDES GUARANTEES REQUIRED ELSEWHERE, THE CONTRACTOR SHALL GUARANTEE ALL WORK FOR AMINIMUM PERIOD OF ONE YEAR AFTER THE DATE OF ACCEPTANCE OF WORK WITHOUT EXPENSE TO BANK OFAMERICA. GUARANTEE SHALL INCLUDE ANY WORK THAT MAY BE DISPLACED BY GENERAL CONTRACTOR'SWORK. 23. OBTAIN AND PAY FOR PERMITS AND INSPECTIONS REQUIRED BY PUBLIC AUTHORITIES GOVERNING THE WORK. 24. SUBMIT REQUESTS FOR SUBSTITUTIONS, REVISIONS, OR CHANGES TO ARCHITECT FOR REVIEW PRIOR TOPURCHASE, FABRICATION OR INSTALLATION. 25. OWNER WILL PROVIDE WORK NOTED "BY OTHERS" OR "NIC" UNDER SEPARATE CONTRACT. CONTRACTOR SHALLINCLUDE SCHEDULE REQUIREMENTS IN CONSTRUCTION PROGRESS SCHEDULE AND COORDINATE TO ASSUREORDERLY SEQUENCE OF INSTALLATION. 26. CONTRACTOR TO COORDINATE TELECOMMUNICATIONS, DATA AND SECURITY SYSTEM INSTALLATIONS. 27. PROTECT AREA OF WORK AND ADJACENT AREAS FROM DAMAGE. 28. DO NOT SCALE DRAWINGS. WRITTEN DIMENSIONS GOVERN. IN CASE OF CONFLICT, CONSULT THE ARCHITECT. 29. COORDINATE AND PROVIDE BLOCKING FOR MILLWORK AND ITEMS ATTACHED OR MOUNTED TO WALLS ORCEILINGS. 30. UNDERCUT DOORS TO CLEAR TOP OF FLOOR FINISHES BY 1/4 INCH, UNLESS NOTED OTHERWISE. 31. CONCEALED INSULATING MATERIALS INSTALLED WITHIN WALL SHALL HAVE A FLAME SPREAD INDEX OF NOTMORE THAN 75 AND A SMOKE DEVELOPED INDEX OF NOT MORE THAN 450. 32. INSULATING MATERIALS WHICH ARE SUBJECT TO DIRECT EXPOSURE TO POTENTIAL FIRE ON THE INSIDE OF THEBUILDING DUE TO INSTALLATION IN UNCONCEALED SPACES SHALL HAVE A FLAME SPREAD INDEX OF NOT MORETHAN 25 AND A SMOKE DEVELOPED INDEX OF NOT MORE THAN 450. 33. MATERIALS EXPOSED WITHIN PLENUMS ARE REQUIRED TO BE NONCOMBUSTIBLE OR SHALL HAVE A FLAMESPREAD INDEX OF NOT MORE THAN 25 AND A SMOKE DEVELOPED INDEX OF NOT MORE THAN 50 AS DETERMINEDIN ACCORDANCE WITH ASTM E 84. 1. THE AMERICAN WITH DISABILITIES ACT (A.D.A) PROVIDES THAT ALL ALTERATIONS TO A FACILITY MUST BE MADE IN SUCHA MANNER THAT, TO THE MAXIMUM EXTENT FEASIBLE, THE ALTERED PORTIONS OF THE FACILITY ARE READILYACCESSIBLE TO INDIVIDUALS WITH DISABILITIES. BANK OF AMERICA AND THE GENERAL CONTRACTOR ACKNOWLEDGETHAT THE REQUIREMENTS OF A.D.A. WILL BE SUBJECT TO VARIOUS AND POSSIBLY CONTRADICTORY INTERPRETATIONS.THE ARCHITECT THEREFORE, WILL USE HIS/ HER BEST PROFESSIONAL EFFORTS TO INTERPRET A.D.A. REQUIREMENTSAND OTHER FEDERAL, STATE AND LOCAL LAWS, RULES, CODE ORDINANCES AND REGULATIONS AS THEY APPLY TO THEPROJECT. THE ARCHITECT, HOWEVER, CANNOT AND DOES NOT WARRANT OR GUARANTEE THAT BANK OF AMERICAWILL COMPLY WITH ALL INTERPRETATIONS OF THE A.D.A. REQUIREMENTS AND/ OR THE REQUIREMENTS OF OTHERFEDERAL, STATE AND LOCAL LAWS, RULES, CODES, ORDINANCES AND REGULATIONS AS THEY APPLY TO THE PROJECT. 2. THE SCOPE OF WORK INDICATED IN THESE DRAWINGS IS FOR SPECIFIC ITEMS SELECTED BY BANK OF AMERICA FORCUSTOMER ACCESS TO GOODS AND SERVICES. NOTE THAT SOME AREAS OF ACCESS HAVE NOT BEEN MODIFIED TOMEET A.D.A. REQUIREMENTS. ALL OTHER AREAS OF A.D.A. UPGRADE THAT MAY BE REQUIRED AT THIS TIME ARE NOT INTHIS CONTRACT AND ARE NOT INDICATED ON THESE DOCUMENTS. SEE BANK OF AMERICA FOR ADDITIONALINFORMATION CONCERNING OTHER AREAS OF A.D.A. SCOPE OF WORK. 3. IN BUILDINGS AND FACILITIES, FLOORS OF A GIVEN STORY SHALL BE A COMMON LEVEL THROUGHOUT, OR SHALL BECONNECTED BY PEDESTRIAN RAMPS, PASSENGER ELEVATORS OR SPECIAL ACCESS LIFTS. 4. FLOOR SURFACES SHALL BE SLIP-RESISTANT. 5. EVERY CORRIDOR AND AISLE SERVING AN OCCUPANT LOAD OF 10 OR MORE, SHALL BE NOT LESS THAN 44" IN WIDTH. 6. ABRUPT CHANGES IN LEVEL ALONG ANY ACCESSIBLE ROUTE SHALL NOT EXCEED 1/2" IN HEIGHT. LEVEL CHANGES NOTEXCEEDING 1/4" MAY BE VERTICAL. BEVEL OTHERS WITH A SLOPE NOT GREATER THAN 1:2. 7. LATCHING AND LOCKING DOORS THAT ARE HAND ACTIVATED AND WHICH ARE IN A PATH OF TRAVEL SHALL BEOPERABLE WITH A SINGLE EFFORT BY LEVER. TYPE HARDWARE, PANIC BARS, PUSH-PULL ACTIVATING BARS, OR OTHERHARDWARE SHALL BE DESIGNED TO PROVIDE PASSAGE WITHOUT REQUIRING THE ABILITY TO GRASP THE OPENINGHARDWARE. MOUNT DOOR OPENING HARDWARE BETWEEN 34" AND 44" A.F.F. 8. CENTER HAND-ACTIVATED DOOR OPENING HARDWARE BETWEEN 34" AND 44" A.F.F. 9. MAXIMUM PULL OR PUSH EFFORT TO OPERATE DOORS SHALL NOT EXCEED 5 POUNDS FOR EXTERIOR DOORS AND 5POUNDS FOR INTERIOR DOORS, MEASURED AT RIGHT ANGLES TO HINGED DOORS AND AT CENTER PLANE OF SLIDINGOR FOLDING DOORS. CORRESPONDING DEVICES OR AUTOMATIC DOOR OPERATORS MAY BE UTILIZED TO MEET THEABOVE STANDARDS. MAXIMUM EFFORT TO OPERATE REQUIRED FIRE DOORS MAY BE INCREASED BUT SHOULD NOTEXCEED 15 POUNDS. 10. THE BOTTOM 10" OF ALL DOORS (EXCEPT SLIDING) SHALL HAVE A SMOOTH UNINTERRUPTED SURFACE TO ALLOW THEDOOR TO BE OPENED BY A WHEELCHAIR FOOTREST WITHOUT CREATING A TRAP OR HAZARDOUS CONDITION. 11. EVERY REQUIRED ENTRANCE OR PASSAGE DOORWAY SHALL NOT BE LESS THAN 3' IN WIDTH AND NOT LESS THAN 6'-8"IN HEIGHT. DOORS SHALL BE CAPABLE OF OPENING AT LEAST 90 DEGREES AND SHALL BE MOUNTED SO THAT THECLEAR WIDTH OF THE DOORWAY IS NOT LESS THAN 32". 12. WHERE A PAIR OF DOORS IS UTILIZED, AT LEAST ONE OF THE DOORS SHALL PROVIDE A CLEAR, UNOBSTRUCTEDOPENING WIDTH OF 32" WITH THE LEAF POSITIONED AT AN ANGLE OF 90 DEGREES FROM ITS CLOSED POSITION. 13. IDENTIFY ACCESSIBLE ENTRANCES WITH INTERNATIONAL SYMBOL OF ACCESSIBILITY AND WITH ADDITIONALDIRECTIONAL SIGNS, AS REQUIRED, VISIBLE FROM APPROACHING PEDESTRIAN WAYS. 14. THE FLOOR OR LANDING ON EACH SIDE OF AN ENTRANCE OR PASSAGE DOOR SHALL BE LEVEL AND CLEAR. THE LEVELAND CLEAR AREA SHALL BE AT LEAST 60" LONG IN THE DIRECTION OF THE DOOR SWING AND 48" CLEAR IN THEDIRECTION OPPOSITE THE DOOR SWING MEASURED IN RIGHT ANGLES TO THE PLANE OF THE DOOR IN ITS CLOSEDPOSITION. 15. FLOORS AND LANDINGS SHALL NOT BE MORE THAN 1/2" LOWER THAN THE THRESHOLD OF THE DOORWAY. CHANGE INLEVEL BETWEEN 1/4" AND 1/2" SHALL BE BEVELED WITH A SLOPE NO GREATER THAN 1:2. 16. TO ALERT THE VISUALLY IMPAIRED, MARK THE UPPER APPROACH AND THE LOWER TREAD OF EACH INTERIOR STAIRWITH A STRIP OF CLEARLY CONTRASTING COLOR AT LEAST 2" WIDE PLACED PARALLEL TO AND NOT MORE THAN 1"FROM THE NOSE OF THE STEP OR LANDING. THE STRIP SHALL BE OF A MATERIAL THAT IS AT LEAST AS SLIP RESISTANTAS THE OTHER TREADS OF THE STAIR. 17. ELECTRICAL RECEPTACLE OUTLETS ON BRANCH CIRCUITS OF 30 AMPERES OR LESS AND COMMUNICATION SYSTEMRECEPTACLES SHALL BE MOUNTED 15" MIN. A.F.F. TO THE BOTTOM OF THE BOX AND 48" MAX. A.F.F. TO THE TOP OF THEBOX. ELECTRONIC INFORMATION PROCESSING DEVICES THAT ACCEPT OR DISPENSE CASH IN CONNECTION WITH A CREDIT, DEPOSIT OR CONVENIENCE ACCOUNT SHALL COMPLY WITH THE REQUIREMENTS FOR AUTOMATIC TELLER MACHINES (ATMS). DEVICES USED FOR THE PURCHASE OF GOODS OR SERVICES THAT REQUIRE A PERSONAL IDENTIFICATION NUMBER (PIN), ZIP CODE OR SIGNATURE SHALL COMPLY WITH THE REQUIREMENTS FOR POINT-OF-SALE DEVICES (POS). ALL AUTOMATIC TELLER MACHINES, FARE MACHINES AND POINT-OF-SALE DEVICES SHALL DISPLAY CHARACTERS IN A SANS SERIF FONT. CHARACTERS SHALL BE AT LEAST 3/16 INCH HIGH BASED ON THE UPPERCASE LETTER "|". CHARACTERS SHALL CONTRAST WITH THEIR BACKGROUND WITH EITHER LIGHT CHARACTERS ON A DARK BACKGROUND OR DARK CHARACTERS ON A LIGHT BACKGROUND. WALK-UP AUTOMATIC TELLER MACHINES, FARE MACHINES AND POINT-OF-SALE DEVICES SHALL COMPLY WITH ALL REQUIREMENTS OF CLEAR FLOOR OR GROUND SPACE AND OPERABLE PARTS. EACH OPERABLE PART SHALL BE ABLE TO BE DIFFERENTIATED BY SOUND OR TOUCH, WITHOUT ACTIVATION, UNLESS A CLEAR OR CORRECT KEY IS PROVIDED. WHERE TWO OR MORE WALK-UP POINT-OF-SALE DEVICES ARE INSTALLED FOR USE WITH A SPECIFIC TYPE OF MOTOR FUEL, AT LEAST TWO FOR THAT FUEL TYPE SHALL COMPLY WITH ALL REQUIREMENTS OF CLEAR FLOOR OR GROUND SPACE AND OPERABLE PARTS. FUEL TYPES INCLUDE, BUT ARE NOT LIMITED TO, GASOLINE, DIESEL, COMPRESSED NATURAL GAS, METHANOL, ETHANOL OR ELECTRICITY. DRIVE-UP ONLY AUTOMATIC TELLER MACHINES, FARE MACHINES AND POINT-OF-SALE DEVICES SHALL BE OPERABLE WITH ONE HAND WITHOUT REQUIRING TIGHT GRASPING, PINCHING, OR TWISTING OF THE WRIST AND USE NO MORE THAN 5 POUNDS TO ACTIVATE OPERABLE PARTS. EACH OPERABLE PART SHALL BE ABLE TO BE DIFFERENTIATED BY SOUND OR TOUCH, WITHOUT ACTIVATION, UNLESS A CLEAR OR CORRECT KEY IS PROVIDED. POINT-OF-SALE DEVICES WHEN PROVIDED AT CHECK STANDS AND SALES AND SERVICE COUNTERS AND ALL AUTOMATIC TELLER MACHINES SHALL PROVIDE THE OPPORTUNITY FOR THE SAME DEGREE OF PRIVACY OF INPUT AND OUTPUT AVAILABLE TO ALL INDIVIDUALS. WHERE BINS ARE PROVIDED FOR ENVELOPES, WASTE PAPER, OR OTHER PURPOSES TO SERVE AUTOMATIC TELLER AND FARE MACHINES, AT LEAST ONE OF EACH TYPE SHALL COMPLY WITH THE REQUIREMENTS FOR CLEAR FLOOR SPACE, HEIGHT AND OPERABLE PARTS IN STORAGE. AUTOMATIC TELLER AND FARE MACHINES SHALL BE SPEECH ENABLED. SPEECH SHALL BE DELIVERED THROUGH A MECHANISM THAT IS READILY AVAILABLE TO ALL USERS, INCLUDING BUT NOT LIMITED TO, AN INDUSTRY STANDARD CONNECTOR OR A TELEPHONE HANDSET. SPEECH SHALL BE RECORDED OR DIGITIZED HUMAN, OR SYNTHESIZED. FOR AUTOMATIC TELLER AND FARE MACHINES, OPERATING INSTRUCTIONS AND ORIENTATION, VISIBLE TRANSACTION PROMPTS, USER INPUT VERIFICATION, ERROR MESSAGES, AND ALL DISPLAYED INFORMATION FOR FULL USE SHALL BE ACCESSIBLE TO AND INDEPENDENTLY USABLE BY INDIVIDUALS WITH VISION IMPAIRMENTS. SPEECH ON AUTOMATIC TELLER AND FARE MACHINES SHALL BE CAPABLE OF BEING REPEATED OR INTERRUPTED. SPEECH OUTPUT FOR ANY SINGLE FUNCTION MAY BE AUTOMATICALLY INTERRUPTED WHEN A TRANSACTION IS SELECTED. VOLUME CONTROL SHALL BE PROVIDED FOR THE SPEECH FUNCTION. SPEECH OUTPUT DEVICES ON AUTOMATIC TELLER AND FARE MACHINES THAT PROVIDE RECEIPTS SHALL PROVIDE AUDIBLE BALANCE INQUIRY INFORMATION, ERROR MESSAGES, AND ALL OTHER INFORMATION ON THE PRINTED RECEIPT NECESSARY TO COMPLETE OR VERIFY THE TRANSACTION UNLESS OTHERWISE EXEMPTED. SPEECH OUTPUT DEVICES ON AUTOMATIC TELLER AND FARE MACHINES THAT PROVIDE RECEIPTS SHALL NOT REQUIRE THE FOLLOWING TO BE AUDIBLE: MACHINE LOCATION, DATE AND TIME OF TRANSACTION, CUSTOMER ACCOUNT NUMBER, AND THE MACHINE IDENTIFIER; INFORMATION ON PRINTED RECEIPTS THAT DUPLICATES INFORMATION AVAILABLE ON-SCREEN; AND PRINTED COPIES OF BANK STATEMENTS AND CHECKS. AUTOMATIC TELLER AND FARE MACHINES SHALL PROVIDE AT LEAST ONE TACTILELY DISCERNIBLE INPUT CONTROL FOR EACH FUNCTION. WHERE PROVIDED, KEY SURFACES NOT ON ACTIVE AREAS OF DISPLAY SCREENS, SHALL BE RAISED ABOVE SURROUNDING SURFACES. WHERE MEMBRANE KEYS ARE THE ONLY METHOD OF INPUT, EACH SHALL BE TACTILELY DISCERNIBLE FROM SURROUNDING SURFACES AND ADJACENT KEYS. NUMERIC KEYS ON AUTOMATIC TELLER AND FARE MACHINES SHALL BE ARRANGED IN A 12-KEY ASCENDING OR DESCENDING TELEPHONE KEYPAD LAYOUT. THE NUMBER FIVE KEY SHALL BE TACTILELY DISTINCT FROM THE OTHER KEYS. FUNCTION KEYS ON AUTOMATIC TELLER AND FARE MACHINES SHALL CONTRAST VISUALLY FROM BACKGROUND SURFACES. CHARACTERS AND SYMBOLS ON KEY SURFACES SHALL CONTRAST VISUALLY FROM KEY SURFACES. VISUAL CONTRAST SHALL BE EITHER LIGHT-ON-DARK OR DARK-ON-LIGHT EXCEPT FOR TACTILE SYMBOLS. FUNCTION KEY SURFACES ON AUTOMATIC TELLER AND FARE MACHINES SHALL HAVE TACTILE SYMBOLS AS FOLLOWS: ENTER OR PROCEED KEY: RAISED CIRCLE; CLEAR OR CORRECT KEY: RAISED LEFT ARROW, CANCEL KEY: RAISED LETTER EX; ADD VALUE KEY: RAISED PLUS SIGN; DECREASE VALUE KEY: RAISED MINUS SIGN, AT LEAST 50 PERCENT OF WALK-UP AUTOMATIC TELLER OR FARE MACHINES SHALL HAVE DISPLAY SCREENS THAT ARE VISIBLE FROM A POINT LOCATED 40 INCHES ABOVE THE CENTER OF THE CLEAR FLOOR SPACE IN FRONT OF THE MACHINE. WHERE DISPLAY SCREENS FOR AUTOMATIC TELLER OR FARE MACHINES ARE MOUNTED VERTICALLY OR NO MORE THAN 30 DEGREES TIPPED AWAY FROM THE VIEWER, THE CENTER LINE OF THE DISPLAY SCREEN AND OTHER DISPLAY DEVICES SHALL BE NO MORE THAN 52 INCHES ABOVE THE FLOOR OR GROUND SURFACE. WHERE DISPLAY SCREENS FOR AUTOMATIC TELLER OR FARE MACHINES ARE MOUNTED BETWEEN 30 DEGREES AND 60 DEGREES TIPPED AWAY FROM THE VIEWER, THE CENTER LINE OF THE DISPLAY SCREEN AND OTHER DISPLAY DEVICES SHALL BE NO MORE THAN 44 INCHES ABOVE THE FLOOR OR GROUND SURFACE. WHERE DISPLAY SCREENS FOR AUTOMATIC TELLER OR FARE MACHINES ARE MOUNTED NO LESS THAN 60 DEGREES AND NO MORE THAN 90 DEGREES (HORIZONTAL) TIPPED AWAY FROM THE VIEWER, THE CENTER LINE OF THE DISPLAY SCREEN AND OTHER DISPLAY DEVICES SHALL BE NO MORE THAN 34 INCHES ABOVE THE FLOOR OR GROUND SURFACE. AUTOMATIC TELLER AND FARE MACHINES SHALL HAVE INSTRUCTIONS FOR INITIATING THE SPEECH MODE PROVIDED IN CONTRACTED (GRADE 2) BRAILLE. BRAILLE DOTS SHALL HAVE A DOMED OR ROUNDED SHAPE AND SHALL COMPLY WITH THE BRAILLE DIMENSION REQUIREMENTS. BRAILLE UPPERCASE LETTER OR LETTERS SHALL ONLY BE USED BEFORE THE FIRST WORD OF SENTENCES, PROPER NOUNS AND NAMES, INDIVIDUAL LETTERS OF THE ALPHABET, INITIALS, AND ACRONYMS. POINT-OF-SALE SYSTEMS THAT INCLUDE A VIDEO TOUCH SCREEN OR ANY OTHER NON-TACTILE KEYPAD SHALL BE EQUIPPED WITH A TACTILELY DISCERNIBLE NUMERICAL KEYPAD, RADIO FREQUENCY IDENTIFICATION DEVICE, FINGERPRINT BIOMETRICS OR OTHER ACCESSIBLE EQUIVALENT TECHNOLOGY. POINT-OF-SALE SYSTEMS THAT INCLUDE A VIDEO TOUCH SCREEN OR ANY OTHER NON-TACTILE KEYPAD SHALL ENABLE A VISUALLY IMPAIRED PERSON TO ENTER HIS OR HER OWN PERSONAL IDENTIFICATION NUMBER OR ANY OTHER PERSONAL INFORMATION NECESSARY TO PROCESS THE TRANSACTION IN A MANNER THAT PROVIDES THE OPPORTUNITY FOR THE SAME DEGREE OF PRIVACY INPUT AND OUTPUT AVAILABLE TO ALL INDIVIDUALS. TACTILELY DISCERNIBLE NUMERICAL KEYPADS ON POINTOF-SALE SYSTEMS SHALL BE SIMILAR TO A TELEPHONE KEYPADS CONTAINING A RAISED DOT ON THE NUMBER 5 KEY WITH A DOT BASE DIAMETER FROM 1.5 TO 1.6 MM AND A HEIGHT FROM 0.6 TO 0.9 MM. ADDITIONAL INFORMATION AUTOMATIC TELLER MACHINES, FARE MACHINES AND POINT-OF-SALE DEVICES 1 ISSUED FOR PERMIT 01.25.2023 1. SUMMARY WORK NECESSARY FOR COMPLETE DEMOLITION INCLUDES FURNISHING LABOR FOR DEMOLITION, REMOVAL OF DEBRIS, PATCHING AS REQUIRED, CONTROL DUST, AND NECESSARY PERMITS. 2. HAZARDOUS MATERIALS IF ASBESTOS OR OTHER HAZARDOUS MATERIALS ARE DISCOVERED DURING CONSTRUCTION THE CONTRACTOR SHALL NOTIFY THE OWNER IN WRITING, THEN WAIT FOR DIRECTION FROM THE OWNER. OTHER MATERIALS AND WASTE IN ANY FORM AT THE PROJECT SITE MAY BE LOCATED ON THE PROJECT SITE, WHICH MAY INCLUDE, BUT NOT BE LIMITED TO ACBM, PCB'S OR OTHER TOXIC SUBSTANCES. 3. SCHEDULE SUBMIT SCHEDULE INDICATING PROPOSED SEQUENCE OF OPERATIONS FOR SELECTIVE DEMOLITION WORK TO ARCHITECT AND THEIR CONSULTANTS, AND THE OWNER'S REPRESENTATIVE CITY BUILDING OFFICIALS, AND BUILDING MANAGEMENT FOR REVIEW. INCLUDE COORDINATION FOR SHUT OFF, CAPPING, AND CONTINUATION OF UTILITY SERVICES AS REQUIRED TOGETHER WITH DETAILS FOR DUST AND NOISE CONTROL. PROVIDE DETAILED SEQUENCE OF DEMOLITION, FLOOR BY FLOOR, AND REMOVAL WORK TO ENSURE UNINTERRUPTED PROGRESS OF OWNER'S ON-SITE OPERATIONS, AND BUILDING OPERATIONS. 4. CONDITION OF STRUCTURES OWNER ASSUMES NO RESPONSIBILITY FOR ACTUAL CONDITION OF ITEMS OR STRUCTURES TO BE DEMOLISHED. CONDITIONS EXISTING AT THE TIME OF COMMENCEMENT OF CONTRACT WILL BE MAINTAINED BY OWNER INSOFAR AS PRACTICAL. VARIATIONS WITHIN STRUCTURE MAY OCCUR BY OWNER'S REMOVAL AND SALVAGE OPERATIONS PRIOR TO START OF SELECTIVE DEMOLITION WORK. 5. PARTIAL DEMOLITION AND REMOVAL STORAGE OF REMOVED ITEMS WILL BE PERMITTED AS DIRECTED BY THE OWNER. 6. PROTECTIONS PROVIDE PROTECTIVE BARRICADES, PROTECTIVE CANOPIES, AND OTHER FORMS OF PROTECTION AS REQUIRED TO PROTECT OWNER'S PERSONNEL AND GENERAL PUBLIC FROM INJURY DUE TO SELECTIVE DEMOLITION WORK. PROVIDE PROTECTIVE MEASURES AS REQUIRED TO PROVIDE FREE AND SAFE PASSAGE OF OWNER'S PERSONNEL, TENANT, THEIR EMPLOYEES AND THEIR INVITEES, AND GENERAL PUBLIC TO AND FROM OCCUPIED PORTIONS OF BUILDING. PROTECT FROM DAMAGE EXISTING FINISH WORK THAT IS TO REMAIN IN PLACE AND BECOMES EXPOSED DURING DEMOLITION OPERATIONS. PROTECT FLOORS WITH SUITABLE COVERINGS WHEN NECESSARY. CONSTRUCT TEMPORARY INSULATED SOLID DUST PROOF PARTITIONS WHERE REQUIRED TO SEPARATE AREAS WHERE NOISY OR EXTENSIVE DIRT OR DUST OPERATIONS ARE PERFORMED. EQUIP PARTITIONS WITH DUST PROOF DOORS AND SECURITY LOCKS IF REQUIRED. PROVIDE TEMPORARY WEATHER PROTECTION WHEN APPLICABLE DURING INTERVAL BETWEEN DEMOLITION AND REMOVAL OF EXISTING CONSTRUCTION ON EXTERIOR SURFACES AND INSTALLATION OF NEW CONSTRUCTION TO ENSURE THAT NO WATER LEAKAGE OR DAMAGE OCCURS TO STRUCTURE OR INTERIOR AREAS OF EXISTING BUILDING. REMOVE PROTECTIONS AT COMPLETION OF WORK. 7. DAMAGES PROMPTLY REPAIR DAMAGES CAUSED TO ADJACENT FACILITIES BY DEMOLITION WORK AT NO ADDITIONAL COST TO OWNER. 8. TRAFFIC CONDUCT SELECTIVE DEMOLITION OPERATIONS AND DEBRIS REMOVAL IN A MANNER TO ENSURE MINIMUM INTERFERENCE WITH ROADS, STREETS, WALKS, AND OTHER ADJACENT OCCUPIED OR USED FACILITIES. 9. UTILITY SERVICES MAINTAIN EXISTING FIRE PROTECTION SYSTEM AND UTILITIES TO REMAIN, KEEP IN SERVICE, IDENTITY, AND PROTECT AGAINST DAMAGE DURING DEMOLITION OPERATIONS. PROVIDE TEMPORARY LIGHT AND POWER AS REQUIRED. SEE DRAWINGS FOR EXISTING STANDPIPE LOCATIONS. REMOVAL OF ANY EQUIPMENT, CABLING SWITCHES, AND CONDUIT PERTAINING TO DATA/COMMUNICATIONS AND TELEPHONE SHALL BE VERIFIED WITH TELEPHONE COMPANIES SERVICE OWNER OR TENANT DATA/COMMUNICATIONS REPRESENTATIVE AS REQUIRED TO PREVENT NEW CONSTRUCTION DELAYS. REMOVE TO SOURCE ALL PIPES, VENTS, APPLIANCES, OR DRAINS NOT BEING RE-USED. 10. ENVIRONMENTAL CONTROLS USE TEMPORARY ENCLOSURES AND OTHER SUITABLE METHODS TO ISOLATE DUST AND DIRT RISING AND SCATTERING. COMPLY WITH BUILDING MANAGEMENT REGULATIONS AND GOVERNING REGULATIONS PERTAINING TO ENVIRONMENTAL PROTECTION. 11. INSPECTION PRIOR TO COMMENCEMENT OF SELECTIVE DEMOLITION WORK, INSPECT AREAS IN WHICH WORK WILL BE PERFORMED IF NECESSARY. PHOTOGRAPH EXISTING CONDITIONS TO STRUCTURE SURFACES, EQUIPMENT, OR TO SURROUNDING PROPERTIES WHICH COULD BE MISCONSTRUCTED AS DAMAGE RESULTING FROM DEMOLITION WORK. FILE WITH OWNER PRIOR TO STARTING WORK. 12. PREPARATION CONTRACTOR IS SOLELY RESPONSIBLE FOR ANY INTERIOR AND EXTERIOR SHORING, BRACING, OR SUPPORT TO PREVENT MOVEMENT, SETTLEMENT, OR COLLAPSE OF STRUCTURES TO BE DEMOLISHED AND ADJACENT FACILITIES TO REMAIN. WORK SHALL BE DONE UNDER THE SUPERVISION OF A LICENSED STRUCTURAL ENGINEER PROVIDED BY THE CONTRACTOR AT THE PROJECT SITE. CONTRACTOR SHALL CEASE OPERATIONS AT HIS/HER DISCRETION AND NOTIFY OWNER AND BUILDING MANAGEMENT IMMEDIATELY IF SAFETY OF STRUCTURE APPEARS TO BE ENDANGERED. CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS AS DIRECTED BY THE CONTRACTORS LICENSED STRUCTURAL ENGINEER TO SAFELY SUPPORT THE STRUCTURE UNTIL A DETERMINATION IS MADE FOR CONTINUING THE WORK AS DIRECTED BY THE CONTRACTOR'S LICENSED STRUCTURAL ENGINEER. TAKE PRECAUTIONS TO SUPPORT STRUCTURE UNTIL DETERMINATION IS MADE FOR CONTINUING OPERATIONS. CONTRACTOR IS SOLELY RESPONSIBLE FOR DEMOLITION MEANS AND METHODS. 13. COVER AND PROTECT COVER AND PROTECT FURNITURE, EQUIPMENT AND FIXTURES, AND OTHER ITEMS TO REMAIN FROM SOILING OR DAMAGE WHEN DEMOLITION WORK IS PERFORMED IN ROOMS OR AREAS FROM WHICH SUCH ITEMS HAVE BEEN REMOVED. 14. CLEAN UP AT COMPLETION OF DEMOLITION WORK, THE CONSTRUCTION AREAS SHALL BE LEFT IN BROOMED AND CLEAN CONDITION. CARPETED AREAS TO BE LEFT IN A VACUUM CLEAN CONDITION. VINYL FLOORING SHALL BE DAMP MOPPED AT THE END OF EACH WORK DAY. ALL DEBRIS AND MISCELLANEOUS MATERIAL SHALL BE REMOVED AT THE END OF EACH WORK DAY. 15. FREIGHT ELEVATOR DEBRIS REMOVAL MUST BE PERFORMED USING THE FREIGHT ELEVATOR. CONTACT THE BUILDING MANAGEMENT OFFICE TO OBTAIN SCHEDULE FOR THE USE OF THE FREIGHT ELEVATOR PRIOR TO SUBMITTING BID. ALL DEBRIS REMOVAL SHALL BE PERFORMED IN ACCORDANCE WITH BUILDING MANAGEMENT REQUIREMENTS AND PROCEDURES. 16. EXISTING ELECTRICAL IN PARTITIONS TO BE REMOVED, REMOVE AND CAP ALL OUTLETS, SWITCHES, WIRES, THERMOSTATS, ETC. TO THEIR SOURCE AS REQUIRED. ALL EXISTING FLOOR MOUNTED OUTLETS, WHERE NOTED TO BE REMOVED OR RELOCATED, SHALL BE CAPPED OFF TO THE NEAREST JUNCTION BOX. FILL AND LEVEL FLOOR TO ACCEPT NEW FLOOR COVERING. REMOVAL OF ANY EQUIPMENT, CABLING SWITCHES, AND CONDUIT PERTAINING TO DATA/COMMUNICATIONS AND TELEPHONE SHALL BE VERIFIED WITH TELEPHONE COMPANIES, SERVICE OWNER, OR TENANT DATA/COMMUNICATIONS REPRESENTATIVE AS REQUIRED TO PREVENT NEW CONSTRUCTION DELAYS. 17. PATCHING CONTRACTOR SHALL BE RESPONSIBLE FOR PATCHING AND/OR REPAIRING ANY DAMAGE CAUSED BY HIM OR HIS SUBCONTRACTORS TO EXISTING CONSTRUCTION IN ELEVATOR LOBBY, PUBLIC CORRIDORS, RESTROOMS, OR TENANT SPACES. REFINISH TO MATCH EXISTING ADJACENT FINISH, OR AS NOTED HEREIN. 18. PIPES AND VENTS REMOVE TO SOURCE ALL ANCILLARY PIPES, VENTS, APPLIANCES AND DRAINS SCHEDULED FOR DEMOLITION. WHERE APPLICABLE, CAP AT RISER AND FIRESAFE PER UL EXISTING PENETRATIONS. 19. FLOORING REMOVE ALL EXISTING IRREGULAR MATERIALS WHICH CAUSE RISES AND DEPRESSIONS IN FLOORING SURFACE, SUCH AS FASTENERS, OUTLET CORES, COVER PLATES, RESILIENT FLOOR COVERINGS, CARPET, CARPET PAD, FLASH PATCH, CONCRETE FILL, PLYWOOD, ETC. 20. WALL COVERING SHOULD PAPER LAYER OF EXISTING GYP BD BE DAMAGED, REMOVE AND REPLACE EXISTING GYP BD AT SCHEDULED WALL COVERING REMOVAL, LOCATIONS. 21. DEMOLITION DEMOLITION IS NOT NECESSARILY LIMITED TO WHAT IS SHOWN ON DRAWINGS. THE INTENT IS TO INDICATE THE GENERAL SCOPE OF DEMOLITION REQUIRED TO COMPLETE THE WORK HEREIN. IF QUESTIONS ARISE AS TO THE REMOVAL OF ANY MATERIAL IN ACCORDANCE WITH THE CONTRACT DOCUMENTS, CLARIFY THE POINT IN QUESTION WITH THE ARCHITECT BEFORE PROCEEDING. 22. STAIRWAYS STAIRWAYS MUST REMAIN ACCESSIBLE INCLUDING A CLEAR PATH OF EGRESS AT ALL TIMES DURING DEMOLITION. 23. GRAPHICS REMOVE EXISTING SIGNAGE/GRAPHICS AND STORE FOR RE-USE WHERE APPLICABLE. 24. FIRE AND LIFE SAFETY SYSTEM NO EXISTING SMOKE DETECTOR, PUBLIC ADDRESS SPEAKER, FIRE ALARM BOX, OR SIMILAR DEVICE, INCLUDING THE ASSOCIATED WIRING, SHALL BE DAMAGED DURING DEMOLITION AND SUBSEQUENT CONSTRUCTION. RELOCATION OF SMOKE DETECTORS, PUBLIC ADDRESS SPEAKERS, AND FIRE ALARM EQUIPMENT, NECESSITATED BY NEW CONSTRUCTION, SHALL BE ACCOMPLISHED AS A FIRST PRIORITY, AND PER THE PLANS. NO ACTIVE SMOKE DETECTOR SHALL BE COVERED OR OTHERWISE REMOVED OR USED FOR OTHER THAN ITS INTENDED PURPOSE. 25. THERMOSTATS IN PARTITIONS TO BE REMOVED, ALL THERMOSTATS CONTROLS TO BE TAGGED FOR RELOCATION. GENERAL CONTRACTOR TO REQUEST IN WRITING FOR REVISED CONTROL LOCATIONS PRIOR TO COMPLETION OF CONSTRUCTION. FINISH PLAN NOTESPARTITION PLAN NOTESDEMOLITION NOTES POWER & COMMUNICATION PLAN NOTES 1. DIMENSIONS DO NOT SCALE DRAWINGS, WRITTEN DIMENSIONS GOVERN. ALL PARTITION LOCATIONS SHALL BE AS SHOWN ON PARTITION PLAN. IN CASE OF CONFLICT, NOTIFY ARCHITECT. PARTITION PLAN BY ARCHITECT TAKES PRECEDENCE OVER ALL OTHER PLANS. 2. PARTITIONS ALL GYPSUM BOARD PARTITIONS SHALL BE TAPED AND SANDED SMOOTH WITH NO VISIBLE JOINTS OR LINES. ALL SCREWS OR OTHER ATTACHMENT DEVICES SHALL BE PATCHED AND NOT VISIBLE. PATCH AND REPAIR SURFACES TO MATCH ADJACENT OR ADJOINING SURFACES WHERE REQUIRED. ALL SURFACES SHALL BE ALIGNED AND SANDED SMOOTH. 3. DIMENSION REFERENCE POINTS ALL PARTITIONS ARE DIMENSIONED FROM FINISH FACE OF GYPSUM BOARD TO FINISH FACE OF GYPSUM BOARD, U.O.N. ALL DIMENSIONS MARKED "CLEAR" OR "CLR" SHALL BE MAINTAINED AND SHALL ALLOW FOR THICKNESS OF ALL WALL FINISHES, U.O.N. ALL DIMENSIONS TO THE EXTERIOR WINDOW WALL ARE TO THE INSIDE FACE OF WINDOW FRAME ASSEMBLY, U.O.N. 4. CLEAR DIMENSIONS DIMENSIONS NOTED "CLEAR" OR "CLR" MUST BE ACCURATELY MAINTAINED, AND SHALL NOT VARY MORE THAN ±1/8" WITHOUT WRITTEN INSTRUCTION FROM ARCHITECT. 5. DIMENSION TOLERANCES DIMENSIONS TOLERANCES SHALL NOT EXCEED (LOCAL JURISDICTION CODE DEFINED CRITERIA). VERIFY FIELD DIMENSIONS EXCEEDING TOLERANCE WITH THE ARCHITECT AND SECURE ARCHITECT'S APPROVAL. 6. DISCREPANCIES NOTIFY ARCHITECT IN WRITING OF ANY DISCREPANCIES OR CONFLICTS IN THE LOCATION(S) OF NEW CONSTRUCTION. UPON COMPLETION OF PARTITION OF THE LAYOUT, NOTIFY THE ARCHITECT. VERIFICATION OF THE LAYOUT TO BE PROVIDED BY THE ARCHITECT PRIOR TO PARTITION INSTALLATION. FOR BID PRICING, G.C. TO PRICE HIGHER OPTION REQUIRED BY ANY DISCREPANCY NOTED IN CONTRACT DOCUMENTS. NOTIFY ARCHITECT FOR FINAL SCOPE DECISION FOR THESE ITEMS PRIOR TO PURCHASING. 7. EXPOSED EDGES ALL EXPOSED GYPSUM BOARD EDGES TO RECEIVE CONTINUOUS TAPE-ON METAL CORNER BEAD. 8. ALIGNMENT ALL WORK SHALL BE ERECTED AND INSTALLED PLUMB, LEVEL, SQUARE AND TRUE, AND IN PROPER ALIGNMENT. "ALIGN" MEANS TO ACCURATELY LOCATE FINISHED FACES IN THE SAME PLANE. 9. MILLWORK REFER TO MILLWORK SHOP DRAWINGS FOR SPECIFIC DETAILS OF COORDINATION BETWEEN DRYWALL/MILLWORK CONDITIONS. 10. CEILING HEIGHT PARTITIONS REFER TO REFLECTED CEILING PLANS FOR SOFFITS, CEILING HEIGHTS, AND PLENUM BARRIER LOCATIONS. 11. NOTES AND REFERENCES REFER TO SHEET A-1.0 FOR ADDITIONAL NOTES, LEGENDS, SYMBOLS, ABBREVIATIONS, AND SCHEDULES. 12. ELECTRICAL WORK REFER TO POWER & SIGNAL AND REFLECTED CEILING PLANS FOR LOCATIONS OF SWITCHES, OUTLETS, AND THE LIKE TO BE REMOVED. PATCH AND REPAIR PARTITION TO MATCH ADJACENT SURFACE AND FINISH. 13. ARCHITECT APPROVAL OBTAIN APPROVAL FROM ARCHITECT PRIOR TO MODIFYING COLUMN FURRING, RELOCATING PIPES, AND SIMILAR SYSTEMS AND ITEMS, ADJUSTING ANY AND ALL OTHER FIELD CONDITIONS REQUIRED TO FIT PLANS. 14. SLAB WORK ALL EXISTING AND NEW UL RATED FLOOR SLAB PENETRATIONS FOR PIPING AND CONDUIT SHALL BE FULLY PACKED AND SEALED IN ACCORDANCE WITH THE APPLICABLE BUILDING AND FIRE CODES. 15. DOOR CLEARANCES TRIM THE BOTTOMS OF DOORS TO CLEAR THE TOP OF FINISHED FLOOR, AS APPLICABLE, BY 1/4" INCH MAXIMUM, U.O.N. VERIFY SLAB CONDITIONS AND TRIM EACH DOOR TO FIT CONDITIONS. WHERE RADICAL VARIATIONS IN FLOOR ELEVATION EXIST, DOORS SHALL BE ORDERED WITH BOTTOM STILE SIZED TO ACCOMMODATE THESE UNDERCUT CONDITIONS. 16. GLASS WORK ALL GLASS SHALL BE CLEAR TEMPERED GLASS, U.O.N. GLAZING TONG MARKS SHALL NOT BE VISIBLE. CLEAN AND POLISH ALL GLASS PRIOR TO PROJECT DELIVERY. 17. CEILING HEIGHT PARTITIONS CEILING HEIGHT PARTITIONS SHALL BE INSTALLED TIGHT TO FINISHED CEILING; WITH NO JOINTS VARYING MORE THAN 1/8" OVER 6'-0" AND NO JOINTS GREATER THAN 3/16", U.O.N. 18. DOOR DIMENSIONS DIMENSIONS LOCATING DOORS ARE TO THE INSIDE EDGE OF JAMB, U.O.N. ALL INTERIOR DOORS SHALL HAVE MIN. 1'-6" CLEAR ON STRIKE/PULL SIDE OF DOOR. VERIFY AND ADVISE ARCHITECT OF EXCEPTIONS PRIOR TO CLOSING OUT PARTITIONS. ALL EXTERIOR DOORS TO HAVE 2'-0" CLEAR ON STRIKE/PULL SIDE OF DOOR U.O.N. 19. MILLWORK ALL MILLWORK TO BE FASTENED TO THE PARTITION. PROVIDE BLOCKING FOR ALL MILLWORK NOT SUPPORTED BY SLABS OR ABOVE 4'-0" HEIGHT. ALL CONCEALED LUMBER AND BLOCKING TO BE FIRE TREATED. 20. WHERE NOT STATED IN THE SHEET SPECIFICATIONS AND THERE IS NO PROJECT MANUAL, AT A MINIMUM PROVIDE SHOP DRAWINGS FOR: · MILLWORK · DOORS/FRAMES/HARDWARE · GLAZING · CARPET SEAMING DIAGRAM · FABRIC WRAPPED PANELS · DEMOUNTABLE PARTITIONS · SPECIAL CONSTRUCTION 21. PATCH AND REPAIR AT ALL PERIMETER CONDITIONS WHERE DEMO OCCURS SHALL BE PATCHED AND REPAIRED. ALL EXISTING WALLS DAMAGED SHALL BE REPAIRED AS REQUIRED TO RECEIVE SCHEDULED FINISH. 22. GYPSUM WALLBOARD ASSEMBLIES: WHERE LOCAL GREEN BUILDING ORDINANCE DOES NOT DICTATE TO THE CONTRARY AND LEED CERTIFICATION IS NOT REQUIRED BY THE OWNER; STEEL FRAMING: MINIMUM RECYCLED CONTENT SHALL INCLUDE 25% POST-CONSUMER RECYCLED CONTENT LAMINATING ADHESIVE: ADHESIVE OR JOINT COMPOUND RECOMMENDED FOR DIRECTLY ADHERING GYPSUM PANELS TO CONTINUOUS SUBSTRATE. ADHESIVES SHALL HAVE A VOC CONTENT OF 50 G/L OR LESS WHEN CALCULATED ACCORDING TO 40 CFR 59, SUBPART D (EPA METHOD 24). GYPSUM WALLBOARD: RECYCLED CONTENT SHOULD BE A PRIORITY, LOCALLY MANUFACTURED PRODUCTS SHALL BE SOURCED WHERE POSSIBLE. 23. EQ STUDS: ALL LIGHT GAGE COLD FORMED METAL FRAMING SHALL MEET OR EXCEED PROPERTIES SPECIFIED FOR THE CORRESPONDING MEMBER SIZE IN STEEL MANUFACTURERS ASSOCIATION [SSMA] PRODUCT TECHNICAL INFORMATION [ICC-ES REPORT NO. ER-4943P] AND SHALL COMPLY WITH APPLICABLE AMERICAN SOCIETY FOR TESTING AND MATERIALS, AMERICAN IRON AND STEEL INSTITUTE S100 AND SPECIFIED TRUE GAGE FLAT STEEL MIL THICKNESS THAT ONLY TRUE GAUGE FLAT STEEL CAN SATISFY. USE OF "EFFECTIVE THICKNESS" COLD REDUCED AFTERMARKET EQUIVALENT PRODUCT (EQ) STUDS FURNISHED BY EQ STUD MANUFACTURERS, VENDORS OR SUPPLIERS MAY BE PERMITTED PENDING REVIEW OF THE FOLLOWING MATERIAL PROVIDED THROUGH A FORMAL SUBSTITUTION REQUEST. “EQ” TYPE STUDS WILL BE ACCEPTED AS A SUBSTITUTION FOR THE SPECIFIED STANDARD STUDS (PER SSMA STANDARDS), AT NOTED LOCATIONS AND APPLICATIONS, SUBJECT TO THE FOLLOWING CONDITIONS. SUBMISSION OF DOCUMENTATION IS REQUIRED FOR FURTHER REVIEW. GENERAL STEEL REQUIREMENTS: •50 KSI (MINIMUM) •HOT-DIPPED GALVANIZED: •INTERIOR TENANT IMPROVEMENT PARTITION, CEILING AND SOFFIT FRAMING - G40 ASTM 645 (U.O.N.) •INTERIOR WET / DAMP LOCATIONS (SUCH AS PLUMBING CHASES) - G60 ASTM 645 •EXTERIOR LOCATIONS - G90 ASTM 645 •GALVANIC PAINT WILL NOT BE ACCEPTED ACCEPTED MANUFACTURERS INCLUDE: •SFIA MEMBERS •CLARK DIETRICH SUBMITTALS •UL DESIGN ASSEMBLIES MEETING FIRE RATING REQUIREMENTS WITH LISTED EQ STUD MANUFACTURERS. •STUD SPAN TABLES, WITH STUD TYPES, GAGES AND PARTITION TYPES INDICATED, STAMPED BY A STRUCTURAL ENGINEER LICENSED IN THE STATE OF THE PROJECT IF THEY ARE NOT SSMA TABLES. •CATALOG INFORMATION AND PRODUCT DATA WITH COATINGS AND STEEL STRENGTH IDENTIFIED. •SUBMITTAL LETTER FROM THE MANUFACTURER CERTIFYING COMPLIANCE WITH THE LATEST ASTM C645 EDITION, SFIA MEMBERSHIP, AND PRODUCT DATA WITH COATINGS AND STEEL STRENGTH TO BE PROVIDED. •THIRD PARTY CERTIFICATION AND EVALUATION REPORT. DOOR NOTES 1. DOOR SCHEDULE REFER TO DOOR SCHEDULE FOR ALL DOOR/HARDWARE SPECIFICATIONS. 2. FIELD MEASURE FIELD MEASURE FLOOR TO CEILING DOORS FOR PROPER FIT. 3. SLOPE EXTERIOR LEVEL LANDING MAY SLOPE UP TO 1/4" PER FOOT MAX. IN ANY DIRECTION FOR SURFACE DRAINAGE. 4. THRESHOLDS THE FLOOR OR LANDING SHALL NOT BE MORE THAN 1/2" LOWER THAN THE THRESHOLD OF THE DOORWAY. BEVEL (1:2 MAX. SLOPE) WHERE THE THRESHOLD EXCEEDS 1/4" IN HEIGHT. 5. DOOR OPENINGS DOOR OPENINGS IN PARTITIONS NOT DIMENSIONED ARE TO BE LOCATED WITHIN 4" OF ADJOINING PARTITION, U.O.N. 6. GLASS ALL GLASS IN DOORS SHALL BE TEMPERED SAFETY GLASS, U.O.N. 7. HOLLOW METAL DOORS HOLLOW METAL DOORS SHALL BE FINISHED WITH SEMI-GLOSS PAINT. REFER TO FINISH SCHEDULE FOR ADDITIONAL INFORMATION. 8. EXIT CORRIDORS DOORS OPENING INTO REQUIRED EXIT CORRIDORS DO NOT RESTRICT THE REQUIRED WIDTH WHEN OPENED IN ANY POSITION. 9. DOOR SWINGS ALL DOORS REQUIRED AS EXITS SHALL SWING IN THE DIRECTION OF TRAVEL. 10. WOOD SPECIES FOR DOOR FACINGS PROVIDE DOORS MADE WITH ADHESIVES AND COMPOSITE WOOD PRODUCTS WHERE POSSIBLE THAT DO NOT CONTAIN UREA FORMALDEHYDE. 11. WOOD ORIGINS: ALL WOOD UTILIZED ON THE JOB (SOLID LUMBER AND TIMBER PANEL PRODUCTS PLUS FINISHED WOOD) SHOULD ORIGINATE FROM REGIONAL SOURCES AND FROM CERTIFIED AND SUSTAINABLE SOURCES (SUCH AS SUSTAINABLE FORESTRY INITIATIVE, CSA, FORESTRY STEWARDSHIP COUNCIL, OR AMERICAN TREE FARM SYSTEMS). 12. ADHESIVES & SEALANTS: THE VOC CONTENT OF ADHESIVES AND SEALANTS USED SHALL BE LESS THAN THE CURRENT VOC CONTENT LIMITS OF SOUTH COAST AIR QUALITY MANAGEMENT DISTRICT (SCAQMD) RULE #1168, AND ALL SEALANTS USED AS FILLERS SHALL MEET OR EXCEED THE REQUIREMENTS OF THE BAY AREA AIR QUALITY MANAGEMENT DISTRICT REGULATION 8, RULE 51. MILLWORK NOTES HARDWARE NOTES 1. LOCKSETS ALL LOCKSETS SHALL HAVE LIPS OF SUFFICIENT LENGTH TO CLEAR TRIM AND PROTECT CLOTHING. 2. COORDINATION GENERAL CONTRACTOR TO COORDINATE HARDWARE PURCHASE, SPECIFICATION, AND INSTALLATION WITH BUILDING MANAGEMENT. 3. KEYING KEYING OF CYLINDER LOCKS SHALL BE COORDINATED WITH THE OWNER; FOR ESTIMATE USE GRANDMASTER KEYING CHARGE. UNDER OWNER'S DIRECTION, KEY TO NEW OR EXISTING SYSTEM TO BE APPROVED BY OWNER'S REPRESENTATIVE IN WRITING. FURNISH CONSTRUCTION KEY SYSTEM WITH KEYS WHICH CAN BE RENDERED INOPERATIVE BY THE TURN OF THE CHANGE KEY. STAMP ALL KEYS "DO NOT DUPLICATE". FOR PROTECTION OF THE OWNER, ALL LOCKS AND CYLINDERS SHALL BE KEYED AT THE FACTORY OF THE LOCK MANUFACTURER WHERE PERMANENT RECORDS ARE MAINTAINED. 4. HINGES FURNISH TWO PAIR HINGES PER LEAF, U.O.N. FURNISH HINGES WITH STAINLESS STEEL PINS AND CONCEALED BEARINGS. SIZE LISTED IN HARDWARE SETS INDICATE HEIGHT. 5. SILENCERS FURNISH SILENCERS FOR ALL INTERIOR FRAMES: 3 FOR SINGLE DOORS, 4 FOR PAIR OF DOORS. OMIT WHERE SOUND OR LIGHT SEAL OCCURS. 6. LOCKS LOCK TO BE 38" FROM BOTTOM OF DOOR TO CENTER OF LEVER U.N.O. INSTALLATION: A. INSTALL EACH HARDWARE ITEM PER MANUFACTURERS INSTRUCTIONS AND RECOMMENDATIONS. DO NOT INSTALL SURFACE MOUNTED ITEMS UNTIL FINISHES HAVE BEEN COMPLETED ON THE SUBSTRATE. SET UNITS LEVEL, PLUMB, AND TRUE TO LINE AND LOCATION. ADJUST AND REINFORCE THE ATTACHMENT SUBSTRATE AS NECESSARY FOR PROPER INSTALLATION AND OPERATION. B. ADJUST AND CHECK EACH OPERATING ITEM OF HARDWARE AND EACH DOOR TO ENSURE PROPER OPERATION OR FUNCTION OF EVERY UNIT. REPLACE UNITS WHICH CANNOT BE ADJUSTED TO OPERATE FREELY AND SMOOTHLY. 7. FAILSAFE ALL ELECTRONIC HARDWARE SHALL BE FAILSAFE AND TIED INTO THE LIFE SAFETY SYSTEM UNLESS OTHERWISE NOTED. SEE DOOR SCHEDULE, HARDWARE GROUPS AND SEQUENCE OF OPERATION FOR COMPLETE OPERATION. 8. ELECTRONIC HARDWARE ALL EXIT DOORS SCHEDULED WITH ELECTRONIC HARDWARE SHALL UNLOCK UPON THE ACTUATION OF A LIFE SAFETY DEVICE. ALL DOORS REQUIRED AS EXITS WITH ELECTRONIC HARDWARE UNLOCK UPON THE LOSS OF POWER CONTROLLING THE LOCK OR LOCK MECHANISM. ALL DOORS REQUIRED AS EXITS WITH ELECTRONIC HARDWARE SHALL HAVE THE CAPABILITY OF BEING UNLOCKED BY A SIGNAL FROM THE FIRE COMMAND CENTER IN HIGHRISE BUILDINGS WHERE APPLICABLE. SEE DOOR SCHEDULE, HARDWARE GROUPS AND SEQUENCE OF OPERATION FOR COMPLETE DESCRIPTION. 9. DOOR HANDLES ALL DOORS WITH LOCK SETS AND LATCH SETS SHALL HAVE A LEVER HANDLE. 10. MOUNTING HEIGHTS HAND-ACTIVATED DOOR OPENING HARDWARE MUST BE MOUNTED BETWEEN 34 AND 44 INCHES ABOVE FINISH FLOOR. 11. DOOR HARDWARE DOOR HARDWARE SHALL BE OPERABLE WITH A SINGLE EFFORT WITHOUT REQUIRING THE ABILITY TO GRASP THE HARDWARE (LEVER OR PUSH TYPE IS ACCEPTABLE PER LOCAL JURISDICTION CODE DEFINED CRITERIA) 12. CARD READERS CARD READER DEVICES TO BE PROVIDED AS REFERENCED IN DOOR SCHEDULE. ALL DEVICES AND INSTALLATION SHALL COMPLY WITH ALL APPLICABLE BUILDING CODES. SEE DOOR SCHEDULE, HARDWARE GROUPS AND SEQUENCE OF OPERATION FOR COMPLETE DESCRIPTION. REFLECTED CEILING PLAN NOTES 1. COORDINATION COORDINATE THE WORK OF ALL TRADES INVOLVED IN THE CEILING WORK TO INSURE CLEARANCES FOR FIXTURES, DUCTS, PIPING, CEILING SUSPENSION SYSTEM, ETC., NECESSARY TO MAINTAIN THE FINISHED CEILING HEIGHTS. SEE REFLECTED CEILING PLANS FOR FINISHED CEILING HEIGHTS. VERIFY IN FIELD. 2. PERIMETER CEILING ANGLES PERIMETER CEILING ANGLE, WHERE OCCURS, SHALL BE INSTALLED TIGHT TO VERTICAL SURFACES, FREE FROM CURVES, BREAKS, OR OTHER IRREGULARITIES, AND PAINTED TO MATCH CEILING FINISH. 3. FIXTURE TRIM FURNISH AND INSTALL ALL FIXTURES, ASSOCIATED TRIM, FIXTURE LAMPS, AND SEISMIC BRACING AS REQUIRED. 4. FIXTURE LOCATIONS LIGHT FIXTURES, EXIT SIGNS, SPRINKLERS, AND OTHER CEILING ELEMENTS SHALL BE LOCATED IN CENTER OF INDIVIDUAL CEILING TILE, U.O.N. MULTIPLE SWITCHES AT ONE LOCATION SHALL BE GANGED TOGETHER AND FINISHED WITH ONE COVER PLATE, U.O.N. 5. CEILING ACCESS PROVIDE CEILING ACCESS AS REQUIRED FOR EQUIPMENT AND SYSTEM MAINTENANCE, AND MATCH ADJACENT CEILING FINISH, U.O.N. 6. SOFFITS AND CEILING HEIGHTS DIMENSIONS ALL SOFFITS AND CEILING HEIGHTS ARE DIMENSIONED FROM TOP OF FINISHED FLOOR TO BOTTOM OF FINISHED GYPBOARD OR CEILING TILE AND SHALL ALLOW FOR THICKNESS OF ALL FLOOR FINISHES. 7. COORDINATION THE REFLECTED CEILING PLAN INDICATES THE LOCATION OF CEILING HEIGHTS, LIGHT TYPES, LIGHT FIXTURES, SWITCH LOCATIONS, AND ASSOCIATED ITEMS. REFER TO ENGINEERING DRAWING (LIGHTING PLAN) FOR CIRCUITING, WIRING LAYOUT, AND ADDITIONAL INFORMATION. 8. DISCREPANCIES IN THE EVENT OF DISCREPANCIES BETWEEN THE ARCHITECT'S REFLECTED CEILING PLAN AND THE ENGINEER'S LIGHTING PLAN, IMMEDIATELY NOTIFY THE ARCHITECT IN WRITING BEFORE ORDERING MATERIALS OR PROCEEDING WITH WORK. 9. PLENUM ALL SPECIFIC INFORMATION CONCERNING INSTALLATION OF VARIOUS ABOVE-CEILING ELEMENTS ARE TO BE FOUND IN THE HVAC, PLUMBING, FIRE PROTECTION, ELECTRICAL, AND LIGHTING DRAWINGS. 10. CONFLICT NOTIFY ARCHITECT OF ANY CONFLICTS OF LIGHT FIXTURE LOCATIONS WITH MAIN RUNNERS, DUCTS, STRUCTURES, HVAC, AND/OR (E)CONDUIT, PRIOR TO FRAMING FOR LIGHTS. ANY DISCREPANCIES BETWEEN ARCHITECT'S CEILING GRID LOCATION AND ACTUAL FIELD CONDITIONS ARE TO BE CLARIFIED WITH THE ARCHITECT PRIOR TO FRAMING. 11. FIXTURE LAYOUT SUBMIT GRILLE, SPRINKLER, THERMOSTAT, AND OTHER FIXTURE AND ELEMENT LAYOUTS TO THE ARCHITECT FOR REVIEW AT LEAST 2 WEEKS PRIOR TO INSTALLATION. 12. FIELD VERIFICATION OF WORK VERIFY FIELD CONDITIONS AND LOCATIONS OF ALL PLUMBING, MECHANICAL DUCTS, STRUCTURAL ELEMENTS, AND ANY AND ALL OTHER APPLICABLE ITEMS; INSTALL APPLICABLE NEW PLUMBING, MECHANICAL FANS, DUCTS, CONDUITS, AND OTHER RELATED AND APPURTENANT ITEMS SO AS TO NOT CONFLICT WITH LUMINARIES AND ANY AND ALL FIELD CONDITIONS. 13. UL RATED ASSEMBLIES FURNISH AND INSTALL UNDERWRITERS LABORATORIES INC. (UL) LABELED DEVICES THROUGHOUT. 14. LIGHTING FIXTURES INSTALL LIGHT FIXTURES WITH PROTECTIVE FILM OR SIMILAR COVER OVER LOUVER, LENS, BAFFLE, AND THE LIKE, TO AVOID FIXTURE SOILING OR DAMAGE; FIXTURES SHALL BE MAINTAINED CLEAN AND AS NEW; LAMPS SHALL BE NEW AT PROJECT COMPLETION. 15. LIFE SAFETY DEVICES REFER TO ENGINEERING DRAWINGS FOR ALL LIFE SAFETY DEVICES REQUIRED BY CODE AND ALL EMERGENCY LIGHT FIXTURES. ARCHITECTURAL DRAWINGS SHALL GOVERN LOCATION OF THESE DEVICES. COORDINATE LOCATION OF DEVICES WITH ALL ARCHITECTURAL DOCUMENTS PRIOR TO INSTALLATION OF BACK BOXES. REVIEW ALL ARCHITECTURAL AND ENGINEERING DOCUMENTS AND NOTIFY ARCHITECT OF ANY CONFLICTS. GENERAL CONTRACTOR TO COORDINATE AND VERIFY LOCATIONS OF EXISTING DEVICES TO REMAIN WITH ARCHITECTURAL PLANS AND NOTIFY ARCHITECT OF ANY CONFLICTS DURING THE ROUGH-IN PHASE OF PROJECT. 17. WALL SWITCH LOCATIONS TO BE COORDINATED WITH FURNITURE AND WALL MOUNTED EQUIPMENT LOCATIONS PRIOR TO BOX ROUGH-INS. NOTIFY ARCHITECT OF ANY CONFLICTS PRIOR TO INSTALLATION OF ROUGH-INS. 18. ENGINEERING DOCUMENTS REFER TO ENGINEERING PLANS FOR ADDITIONAL NOTES AND SPECIFICATIONS. 19. SUSPENDED CEILING GRID LAYOUT CENTER FULL TILES IN ROOM IN BOTH DIRECTIONS AS INDICATED ON DRAWINGS UNLESS DIMENSIONED OR NOTED OTHERWISE. 1. OVERTIME WORK WHEN FLOOR BELOW IS OCCUPIED, PRICE EXTENSIVE FLOOR SLAB PENETRATIONS AND/OR CORING ON AN OVERTIME BASIS. ALL CORE AND/OR FLOOR TRENCHING FOR TELEPHONE/ELECTRICAL CONDUITING SHALL BE PERFORMED AFTER HOURS AS REQUIRED AND COORDINATED WITH BUILDING OWNER FOR APPROVAL. 2. COORDINATION OF THE WORK SURVEY FIELD CONDITIONS AND VERIFY THAT WORK IS FEASIBLE AS SHOWN. VERIFY LOCATION OF FLOOR OUTLETS AND OTHER OUTLETS IN RELATION TO STRUCTURAL AND OTHER ELEMENTS AS REQUIRED. NOTIFY ARCHITECT IN WRITING OF ANY DISCREPANCIES BEFORE PROCEEDING WITH WORK. ELECTRICAL SWITCH AND OUTLET COVER PLATES, SURFACE HARDWARE, ETC., SHALL BE INSTALLED AFTER PAINTING AND/OR APPLICATION OF WALLCOVERINGS AND CARPET SPECIFIED. 3. OUTLET LOCATIONS ARCHITECTURAL DRAWINGS DETERMINE LOCATION AND TYPE (ARCHITECT TO VERIFY WITH ENGINEER) OF ALL OUTLETS AND TAKE PRECEDENCE OVER ALL OTHERS, U.O.N. ELECTRICAL ENGINEER'S POWER PLAN SHALL GOVERN THE WIRING LAYOUT AND INSTALLATION IN COMPLIANCE WITH ALL LAWS APPLICABLE AND ENFORCED BY GOVERNING AUTHORITIES. 4. WALL MOUNTED OUTLETS OUTLETS SHOWN BACK TO BACK ON PARTITION WALLS SHALL BE OFFSET 1'-0" MAXIMUM, OR MOUNTED AT DIFFERENT HEIGHTS IF INDICATED. 5. FURNITURE LAYOUT FURNITURE, IF SHOWN, IS FOR REFERENCE ONLY AND IS NOT IN CONTRACT, U.O.N. 6. EQUIPMENT COORDINATION COORDINATE ALL WORK RELATED TO EQUIPMENT WITH MANUFACTURER'S RECOMMENDATIONS, SPECIFICATIONS, AND INSTRUCTIONS. 7. EXISTING FLOOR PENETRATIONS ALL EXISTING AND NEW UL RATED FLOOR SLAB PENETRATIONS FOR CONDUIT SHALL BE FULLY PACKED AND SEALED IN ACCORDANCE WITH THE APPLICABLE BUILDING AND FIRE CODES. 8. OUTLET FINISHES REFER TO FINISH PLAN FOR OUTLET AND SWITCH COVERPLATE FINISH. VERIFY SELECTION AND CHOICE WITH THE ARCHITECT PRIOR TO ORDERING MATERIALS. 9. ELECTRICAL COORDINATION COORDINATE NEW ELECTRICAL WITH EXISTING, WHERE OCCURS. 10. OUTLET LAYOUT UPON COMPLETION OF OUTLET LAYOUT, NOTIFY THE ARCHITECT. ARCHITECT SHALL SITE VERIFY ALL OUTLET LOCATIONS PRIOR TO COMMENCEMENT OF CORING OR OUTLET INSTALLATION. G.C. TO PROVIDE AND INSTALL COVER PLATES FOR ALL WALL MOUNTED ELECTRICAL AND COMMUNICATIONS OUTLETS. 11. UL RATED ASSEMBLIES FURNISH AND INSTALL UNDERWRITERS LABORATORIES, INC. (UL) LABELED DEVICES THROUGHOUT. 12. MOUNTING HEIGHTS INSTALL WALL MOUNTED OUTLETS 18 INCHES ABOVE FINISHED FLOOR, U.O.N. HEIGHTS SHALL BE DETERMINED FROM FINISHED FLOOR TO THE CENTERLINE OF COVERPLATE, INSTALLED VERTICALLY, GROUNDING POLE AT BOTTOM, U.O.N. OUTLETS MOUNTED HIGHER THAN 27" SHALL BE INSTALLED HORIZONTALLY, GROUNDING POLE AT LEFT, U.O.N. FOURPLEX OUTLETS TO BE INSTALLED VERTICALLY, U.O.N. 13. HORIZONTAL CLEARANCES MAINTAIN A 4-INCH HORIZONTAL CLEARANCE IN ALL DIRECTIONS, MIN. FROM EDGE OF COVERPLATE, FOR WALL MOUNTED OUTLETS, OR FROM EDGE OF MONUMENT FOR FLOOR MOUNTED OUTLETS, WHEN ADJACENT TO A WALL, COLUMN, OR SIMILAR ELEMENTS, U.O.N. 14. DIMENSIONS INDICATED DIMENSIONS ARE TO THE CENTER OF THE COVERPLATE OR MONUMENT; CLUSTERS OF OUTLETS ARE DIMENSIONED TO THE CENTER OF THE CLUSTER, U.O.N.; GANG COVERPLATES SHALL BE ONE-PIECE TYPE, U.O.N. 15. CABINETRY OUTLETS INSIDE AND/OR ATTACHED TO CABINETRY SHALL BE FURNISHED AND INSTALLED TO MATCH SIMILAR CONDITIONS SUCH AS WALL, FLOOR, AND THE LIKE. FURNISH AND INSTALL BOX EXTENSION OR OTHER APPROPRIATE DEVICES AS REQUIRED. ADJACENT OUTLETS SHALL NOT BE GREATER THAN 6" O.C. APART, U.O.N. 16. PANEL BOARDS CIRCUIT BREAKERS SHALL BE NEATLY TAGGED AND NUMBERED BY G.C. TO CORRESPOND WITH CIRCUITING OUTLINED ON ENGINEERING DRAWINGS. 17. DATA AND RECEPTACLES ALL WALL MOUNTED DATA AND VOICE RECEPTACLES TO HAVE 3/4" CONDUIT STUB UP AND TERMINATED 6" ABOVE HUNG CEILING. 18. MILLWORK THE G.C. SHALL COORDINATE ANY ELECTRICAL WORK OR LIGHTING INSTALLATION INTO CABINET WORK IF AND AS REQUIRED. 19. PULL STRINGS G.C. TO PROVIDE PULL STRINGS IN ALL EMPTY CONDUIT. 20. SLAB ON GRADE WHERE FLOOR OUTLETS ARE SHOWN AT SLAB ON GRADE LOCATIONS, SAW CUT AND DEMO EXISTING SLAB AS REQUIRED FOR NEW WORK. EXPOSE (E) SLAB REINFORCING 1'-0" MIN. BACK FROM EA. SAWCUT. PROVIDE NEW SLAB REINFORCING TO MATCH EXISTING. REPAIR AND TAPE JOINTS AT VAPOR BARRIER WHERE ENCOUNTERED. PROVIDE CRUSHED AGGREGATE TO MATCH EXISTING. PROVIDE 3,000 PSI CONCRETE. FINISH TO MATCH EXISTING PER APPLICABLE ACI CRITERIA. 21. ABANDONED CORE/FLOOR PENETRATIONS ALL ABANDONED CORE AND ABANDONED FLOOR PENETRATIONS THAT ARE NOT SCHEDULED TO BE REUSED ARE TO BE REMOVED. FLOOR TO BE REPAIRED AS REQUIRED PER UL AND LOCAL CODE. 22. EXISTING LIFE SAFETY DEVICES GENERAL CONTRACTOR TO COORDINATE LOCATIONS OF EXISTING LIFE SAFETY DEVICES WITH ENGINEERING AND ARCHITECTURAL PLANS AND FURNITURE AND WALL MOUNTED EQUIPMENT. ALL DEVICES THAT ARE IN CONFLICTS WITH CONSTRUCTION DOCUMENTS, FURNITURE AND WALL MOUNTED EQUIPMENT ARE TO BE RELOCATED, NOTIFY ARCHITECTS IN WRITING TO CONFIRM NEW LOCATION PRIOR TO RELOCATION OF DEVICES. 23. ENGINEERING DOCUMENTS REFER TO ENGINEERING PLANS FOR ADDITIONAL NOTES AND SPECIFICATIONS. 1. FINISHES NO PAINTING OR INTERIOR FINISHING SHALL BE DONE UNDER CONDITIONS WHICH WILL JEOPARDIZE THE QUALITY OR APPEARANCE OF SUCH WORK. ALL WORKMANSHIP WHICH IS JUDGED LESS THAN FIRST QUALITY BY THE ARCHITECT WILL BE REJECTED. 2. COLOR SELECTION ALL COLORS ARE TO BE SELECTED BY THE ARCHITECT, U.O.N. 3. FINISH PREPARATION ALL SURFACES SHALL BE PREPARED TO RECEIVE THE SCHEDULED FINISH PER MANUFACTURERS' RECOMMENDATIONS. ALL GYPSUM BOARD PARTITIONS SHALL BE TAPED AND SANDED SMOOTH. PAINT GRADE WOODWORK SHALL BE HAND SANDED BETWEEN COATS AND DUSTED CLEAN. ALL HOLES, PITCH POCKETS, OR SAPPY PORTIONS SHALL BE SCRAPED AND SEALED WITH KNOT SEALER. NAIL HOLES, CRACKS, OR DEFECTS SHALL BE PUTTIED AFTER FIRST COAT, WITH PUTTY MATCHING COLOR OF STAIN OR PAINT FINISH. REMOVE OIL OR GREASE WITH MINERAL SPIRITS. ALL CRACKS, HOLES, IMPERFECTIONS IN EXISTING WALLS, PARTITIONS, OR GYPSUM WALLBOARD SHALL BE FILLED WITH PATCHING PLASTER AND SMOOTHED OFF TO MATCH ADJOINING SURFACES. INTERIOR GYPSUM WALLBOARD SURFACES SHALL BE WIPED WITH A DAMP CLOTH JUST PRIOR TO APPLICATION OF THE FIRST COAT, IN ORDER TO LAY FLAT ANY NAP WHICH MAY HAVE FORMED IN SANDING PROCESS. WHERE APPLICABLE EXISTING PLASTER AND CONCRETE STRUCTURE SCHEDULED TO BE EXPOSED SHALL BE FINISHED TO PROVIDE A LEVEL 3 FINISH UNO. 4. WORK AREA CLEAN UP UPON COMPLETION, REMOVE ALL PAINT FROM WHERE IT HAS SPILLED, SPLASHED, OR SPLATTERED ON EXPOSED SURFACES. 5. STAINING VENEER ALL VENEER STAINS SHALL HAVE UNIFORM COLOR. 6. TOUCH UP EXAMINE ALL FINISH SURFACES AFTER COMPLETION OF WORK, INCLUDING WOOD FLOORING AND MILLWORK INSTALLATION, AND PROCEED WITH "TOUCH-UP" AS REQUIRED. 7. FINISH APPROVAL PROVIDE ARCHITECT WITH A MINIMUM OF (3) 8" X 10" BRUSH-OUTS OF EACH COLOR AND FINISH FOR ARCHITECT'S APPROVAL AT LEAST 2 WEEKS PRIOR TO SITE APPLICATION. ON-SITE APPLICATION WILL BE REQUIRED ONE WEEK PRIOR TO FINAL APPROVAL. ARCHITECT RESERVES THE RIGHT TO ADJUST ANY COLOR/FINISH ONCE THE WALL TEST HAS BEEN MADE. PRIOR TO SITE APPLICATION, PROVIDE ARCHITECT WITH 8" X 10" SAMPLE CUTTINGS FROM ACTUAL DYE LOTS OF ALL SPECIFIED WALLCOVERINGS FOR ARCHITECT'S APPROVAL AND PROVIDE EXPECTED DELIVERY DATE TO JOB SITE. 8. SOFFITS UNDERSIDE OF SOFFITS (WHERE OCCURS) TO RECEIVE A FINISH TO MATCH ADJACENT VERTICAL FINISH, U.O.N. 9. DELIVERY LEAD TIME CONTRACTOR SHALL BE RESPONSIBLE FOR ALLOWING FOR DELIVERY LEAD TIMES FOR ALL FABRICS AND OTHER CUSTOM FINISHES WITHIN THE CONSTRUCTION SCHEDULE. ALL DELIVERY TIMES MUST BE CONFIRMED, AND ANY EXCESSIVE LEAD TIME MUST BE BROUGHT TO THE ARCHITECT'S ATTENTION IMMEDIATELY TO ALLOW FOR RE-SPECIFICATION IF NECESSARY. 10. FLOOR SURFACE MODIFICATIONS MODIFY EXISTING FLOOR SURFACES AS REQUIRED TO INSTALL NEW FLOORING MATERIALS, THUS PREVENTING NOTICEABLE LUMPS OR DEPRESSIONS. 11. FINISHES SEE FINISH PLAN, ELEVATIONS, AND DETAILS FOR CLARIFICATION OF EXTENT OF FINISH MATERIALS. 12. JOINTS STAINED AND PAINTED SURFACES SHALL BE FINISHED SUCH THAT JOINTS ARE NOT VISIBLE WHEN VIEWED FROM ANY REASONABLE ANGLE. 13. FLOOR FINISHES ALL INTERSECTIONS OF FLOOR FINISH MATERIALS SHALL BE LOCATED DIRECTLY UNDER CENTER OF DOOR, WHERE OCCURS, U.O.N. ADD: DYNAMIC COEFFICIENT OF FRICTION (DCOF) FOR WET AND DRY LEVEL FLOORING SURFACES (INCLUDING SEALED CONCRETE) IN AREAS EXPOSED TO THE POTENTIAL OF WATER TO BE MINIMUM 0.43. MANUFACTURER'S DOCUMENTATION TO BE INCLUDED IN PRODUCT DATA SUBMITTALS DURING CONSTRUCTION ADMINISTRATION. 14. CABINETRY ALL OPEN CABINETRY SHALL BE PLASTIC LAMINATE ON ALL EXPOSED SURFACES, U.O.N. APPLY WHITE MELAMINE TO INTERIOR OF CABINETRY WITH DOORS AND DRAWERS, U.O.N. 15. CARPET SEAMING PLAN SUBMIT CARPET SEAMING PLAN TO ARCHITECT PRIOR TO ORDERING AND AT LEAST (4) WEEKS PRIOR TO INSTALLATION FOR ARCHITECT'S REVIEW AND APPROVAL. 16. EXISTING FINISHES EXISTING FINISHES IN BUILDING SERVICE/CORE AREA TO REMAIN, U.O.N. 17. WOOD ORIGINS: ALL WOOD UTILIZED ON THE JOB (SOLID LUMBER AND TIMBER PANEL PRODUCTS PLUS FINISHED WOOD) SHALL ORIGINATE FROM REGIONAL SOURCES AND FROM CERTIFIED AND SUSTAINABLE SOURCES (SUCH AS SUSTAINABLE FORESTRY INITIATIVE, CSA, FORESTRY STEWARDSHIP COUNCIL, OR AMERICAN TREE FARM SYSTEMS). 18. ADHESIVES & SEALANTS: THE VOC CONTENT OF ADHESIVES AND SEALANTS USED SHALL BE LESS THAN THE CURRENT VOC CONTENT LIMITS OF SOUTH COAST AIR QUALITY MANAGEMENT DISTRICT (SCAQMD) RULE #1168, AND CALIFORNIA CODE OF REGULATIONS TITLE 17 FOR AEROSOL ADHESIVES (CALGREEN 5.504.4.1). ALL SEALANTS USED AS FILLERS MUST MEET OR EXCEED THE REQUIREMENTS OF THE BAY AREA AIR QUALITY MANAGEMENT DISTRICT REGULATION 8, RULE 51. 19. PAINT: CONTRACTOR SHALL USE PAINT SPECIFIED BY ARCHITECT AND SHALL PROPERLY PREPARE ALL SURFACES TO RECEIVE ONE (1) PRIME COAT AND (2) FINISH COATS (MIN) OF PAINT IN COLOR SPECIFIED BY ARCHITECT." PROVIDE ADDITIONAL PREPARATION AND FINISH PAINT COATS AS REQUIRED BY PAINT MANUFACTURER. REFER TO SPECIFICATION FOR ADDITIONAL INFORMATION. 20. PAINT MANUFACTURE TO BE AS INDICATED ON THE FINISH SCHEDULE - NO SUBSTITUTIONS U.O.N. 21. EXTRA MATERIALS: FURNISH EXTRA MATERIALS DESCRIBED IN CONTRACT DOCUMENTS THAT ARE FROM THE SAME PRODUCTION RUN (BATCH MIX) AS MATERIALS APPLIED AND ARE PACKAGED FOR STORAGE, IDENTIFIED WITH LABELS DESCRIBING CONTENTS. STORE IN LOCATION MAINTAINING AN AMBIENT TEMPERATURE OF NOT LESS THAN 45 DEGREES F. -QUANTITY: FURNISH AN ADDITIONAL (5) PERCENT OF EACH MATERIAL AND COLOR SPECIFIED. 1. BLOCKING ALL BLOCKING REQUIRED SHALL BE SCRIBED TO WALL OR CEILING, G.C. TO CHECK JOB PROGRESS AND COORDINATE WITH OTHER TRADES INVOLVED. G.C. IS RESPONSIBLE FOR ALL BLOCKING REQUIRED; UNDER NO CIRCUMSTANCES WILL "EXTRA" WORK BE AUTHORIZED FOR EXTRA BLOCKING. 2. SHOP DRAWINGS THE G.C. SHALL SUBMIT SHOP DRAWINGS AND SAMPLES TO THE ARCHITECT FOR REVIEW. 3. FIELD CONDITIONS PRIOR TO THE START OF FABRICATION, THE G.C. SHALL CHECK AND VERIFY ALL DIMENSIONS AND CONDITIONS AT JOB SITE AND SHALL BE RESPONSIBLE FOR SAME. 4. JOINERY WHERE MEMBERS ARE MITERED OR BUTTED, THEY SHALL BE JOINED AND SECURED IN A MANNER TO INSURE AGAINST THE JOINT OPENING. 5. FABRICATION ALL OF THE WORK SHALL BE FABRICATED, ASSEMBLED, FINISHED, AND ERECTED IN THE BEST METHOD KNOWN TO THE CABINET TRADE. SURFACES SHALL BE TRUE, STRAIGHT, AND FREE FROM ALL MACHINE AND TOOLS MARKINGS, BRUISES, INDENTATIONS, CHIPS, OR ABRASIONS. 6. FIELD VERIFICATION IT SHALL BE THE G.C.'S RESPONSIBILITY TO HAVE EXAMINED THE JOB SITE IN CONJUNCTION WITH THE PROJECT DOCUMENTS SO AS TO BE SATISFIED AS TO THE CONDITIONS UNDER WHICH THE WORK WILL BE PERFORMED, INCLUDING SUCH MATTERS AS UNLOADING FACILITIES, LOCATIONS AND SIZES OF ELEVATORS, EQUIPMENT, OR FACILITIES NEEDED PRELIMINARY TO AND DURING THE WORK, AND OTHER CONDITIONS WHICH MAY AFFECT THE WORK. 7. PROTECTION THE G.C. SHALL MAINTAIN REASONABLE PROTECTION TO SAFEGUARD HIS WORK FROM DAMAGE AND TO PROTECT BUILDING OWNER'S PROPERTY FROM INJURY OR LOSS ARISING IN CONNECTION WITH ALL PROJECT WORK. 8. GUARANTEE THE G.C. SHALL GUARANTEE THAT ALL MATERIALS AND WORKMANSHIP SHALL BE OF THE QUALITY SPECIFIED AND SHOWN AND THAT ANY DEFECT DUE TO IMPROPER WORKMANSHIP OR MATERIALS DISCOVERED AND MADE KNOWN WITHIN ONE YEAR FROM THE DATE OF SUBSTANTIAL COMPLETION OF THE INSTALLATION SHALL BE REPAIRED OR REPLACED WITH REASONABLE PROMPTNESS WITHOUT ADDITIONAL COST. ARCHITECT WILL GIVE NOTICE OF SUCH OBSERVED DEFECTS WITH REASONABLE PROMPTNESS. 9. INSTALLATION G.C. SHALL SHIM AND LEVEL COUNTERTOPS ABOVE FILES AFTER FILES ARE INSTALLED BY OTHERS. FILES IN OPERATIONS AREA TO BE SHIMMED AND SECURED TO MILLWORK AFTER THEY ARE SET IN PLACE. G.C. TO LEVEL FLOOR UNDER FILES IN ALL AREAS WHERE FILES ARE GANGED OR INSTALLED BELOW FIXED CABINETRY. (PLASTIC LAMINATED SHIMS AS REQUIRED AT FILE CABINET AREA). 10. FINISH ALL MILLWORK SHALL RECEIVE FINAL FINISH AT THE SHOP OR FACTORY PRIOR TO DELIVERY. G.C. SHALL PROTECT ALL FINISHED AND INSTALLED MILLWORK FROM DAMAGE BY OTHER TRADES. DAMAGED OR DEFECTIVE MILLWORK SHALL BE REPLACED BY THE G.C. AT HIS EXPENSE. 11. COORDINATION MILLWORK CONTRACTOR TO COORDINATE LOCATION OF ELECTRICAL, TELEPHONE, AND COMMUNICATIONS OUTLETS AND INSTALL GROMMETS IN COUNTERTOP SURFACES AS REQUIRED TO CONCEAL CABLES. 12. SHELVING NO UNBRACED LENGTH OF SHELVING AND OR COUNTER WORK SHALL EXCEED 3'-0" WITHOUT ADDITIONAL SUPPORTS AND OR BLOCKING. ALL END CONDITIONS SHALL BE PROPERLY BLOCKED AND OR SUPPORTED. PROVIDE SUPPLEMENTAL FRAMING FOR SUPPORT OF SHELVING. DEFLECTION TO BE LIMITED TO L/360 WITH 15 LBS/LINEAR FOOT APPLIED AT THE EDGE OF THE COUNTERTOP. 13. OVERHEAD CABINETS ALL BLOCKING AND WOOD CLEATS FOR OVERHEAD CABINETS TO BE SCREWED AND SECURED TO FULL HEIGHT OR BRACED CEILING HEIGHT METAL STUDS AND WOOD GROUNDS. 14. WOOD ORIGINS: ALL WOOD UTILIZED ON THE JOB (SOLID LUMBER AND TIMBER PANEL PRODUCTS PLUS FINISHED WOOD) SHALL ORIGINATE FROM REGIONAL SOURCES AND FROM CERTIFIED AND SUSTAINABLE SOURCES (SUCH AS SUSTAINABLE FORESTRY INITIATIVE, CSA, FORESTRY STEWARDSHIP COUNCIL, OR AMERICAN TREE FARM SYSTEMS). 15. ADHESIVES & SEALANTS: THE VOC CONTENT OF ADHESIVES AND SEALANTS USED SHALL BE LESS THAN THE CURRENT VOC CONTENT LIMITS OF SOUTH COAST AIR QUALITY MANAGEMENT DISTRICT (SCAQMD) RULE #1168, AND ALL SEALANTS USED AS FILLERS SHALL MEET OR EXCEED THE REQUIREMENTS OF THE BAY AREA AIR QUALITY MANAGEMENT DISTRICT REGULATION 8, RULE 51. 16. COUNTERTOP: PROVIDE SUPPLEMENTAL FRAMING FOR SUPPORT OF COUNTERTOP. DEFLECTION TO BE LIMITED TO L/360 WITH 150 LBS/LINEAR FOOT APPLIED AT THE EDGE OF THE COUNTERTOP. Job No. Owner Approval Scale DELTA ISSUE DATEDESCRIPTION NOT FOR CONSTRUCTION SERIAL NUM./MANH. ID: VERSION: BULLETIN: 1/8" = 1'-0" 1/2 9 / 2 0 2 4 2 : 3 9 : 2 1 P M 47BACX.1220.002 2024 A00.10GENERAL NOTES - WEST ARCADIA, CA FCID 9767 1234 S BALDWIN AVENUE ARCADIA, CA 91007-7510 - - 03-2023 CHARLOTTE 615 S. COLLEGE ST. SUITE 725 CHARLOTTE, NC 28202TEL 704-908-1540 © INTERIOR ARCHITECTS, INC., A CALIFORNIA CORPORATION.ALL DRAWINGS AND WRITTEN MATERIAL HEREIN CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT, AND THE SAME MAY NOT BE DUPLICATED, USED, OR DISCLOSED WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT. 1 ISSUED FOR PERMIT 01.25.2023 NOTES: LETTERS AND NUMBERS ON SIGNS SHALL ABOVE SHALL BE PROVIDED ON THE STRIKE ROOMS AND SPACES, SIGNAGE AS DESCRIBED WHERE PERMANENT SIGNAGE IS PROVIDED FOR AND BE ACCOMPANIED BY BRAILLE RAISED LETTERING. BETWEEN 1:5 AND 1:10, AND RAISED 1/32" MIN. 1:1 AND A STROKE WIDTH-TO-HEIGHT RATIO A WIDTH-TO-HEIGHT RATIO OF BETWEEN 3:5 AND BE RAISED SANS-SERIF UPPERCASE CHARACTERS, SIDE OF THE DOOR. TRIANGLE 1/4" THICK SUPERIMPOSED ON 12" DIA. CIRCLE CONTRASTING IN COLOR, AND HAVE MENS RESTROOM WOMENS RESTROOM 60 " A F F 60 " A F F 12 " D I A . 60 "- 9" MIN CONFORMING WITH CBC SECTION 11B-703.7.2.6EDGES OF SIGNS SHALL BE ROUNDED, CHAMFERED OR EASED. CORNERS OF SIGNS SHALL HAVE A MINIMUM RADIUS OF 1/8" MIN. 6"x 6"x 1/4" FIELD WITH SYMBOLS. BRAILLE WITH TEXT AND GRADE 2 MIN. 2"x 6"x 1/4" FILLED RAISED 1/32" HELVETICA MEDIUM UPPERCASE 5/8" HIGH MIN. TYPE LETTERS. WOMEN RESTROOM 60" A.F.F. 2" M I N . .............. INTERNATIONAL SYMBOL OF ACCESSIBILITY DECAL (AT GLASS) 4" H E I G H T MIN. 6"x 6"x 1/4" FIELD WITH SYMBOLS. BRAILLE WITH TEXT AND GRADE 2 MIN. 2"x 6"x 1/4" FILLED RAISED 1/32" HELVETICA MEDIUM UPPERCASE 5/8" HIGH MIN. TYPE LETTERS. WELLNESS ROOM 60" A.F.F. 2" M I N . .............. CL CL CL CL CL CL CL TRIANGLE 1/4" THICK SUPERIMPOSED ON 12" DIA. CIRCLE UNISEX RESTROOM 60 " A F F 12 " D I A . LC 12" 12" 12" FINISH FLOOR FINISH FLOOR CARPET 211:2 SLOPE MAX 1:2 SLOPE MAX 2 1 DOOR 1/ 4 " M A X 1/ 2 " M A X 1/ 4 " M A X 1/ 4 " M A X . 1/ 2 " M A X 1/ 4 " M A X 1/ 4 " M A X 1/ 2 " M A X GENERAL NOTES 1. ALL WORK SHALL CONFORM TO THE AMERICAN WITH DISABILITIES ACT (A.D.A.), OR AUTHORITIES HAVING JURISDICTION ACCESSIBILITY STANDARDS, WHERE APPLICABLE, ALONG WITH ALL STATE, COUNTY, AND LOCAL APPLICABLE CODES, ORDERS, ORDINANCES AND REGULATIONS. PRIOR TO START OF WORK, NOTIFY ARCHITECT OF ANY DISCREPANCIES BETWEEN THE DRAWINGS AND CODE. ALL WORK SHALL CONFORM TO THE MOST RESTRICTIVE REQUIREMENTS. 2. BEFORE COMMENCING WORK, CONTRACTOR SHALL BECOME FAMILIAR WITH THE DRAWINGS AND THE SCOPE OF WORK. CONTRACTOR SHALL VERIFY EXISTING CONDITIONS AND DIMENSIONS AT THE SITE. ARCHITECT SHALL BE NOTIFIED OF DISCREPANCIES. 3. BEFORE COMMENCING WORK, THE GENERAL CONTRACTOR SHALL SUBMIT AN ITEMIZED COST BREAK DOWN OF ALL SCOPE ITEMS AND A CONSTRUCTION SCHEDULE TO THE BANK OF AMERICA PROJECT MANAGER AND THE ARCHITECT. WORK SHALL BE SCHEDULED TO MEET BANK OF AMERICA REQUIREMENTS. 4. ALL WORK DESCRIBED OR INDICATED IN THESE DOCUMENTS AND ALL WORK DEPENDENT UPON OR NECESSARY TO COMPLETE THIS WORK SHALL BE EXECUTED IN A WORKMAN-LIKE MANNER CONSISTENT WITH THE BEST STANDARDS OF THE TRADE. ITEMS AND MATERIALS USED SHALL BE SUITED FOR THE INTENDED PURPOSE. 5. TRADESMEN, CRAFTSMEN, INSTALLERS, FOREMEN AND SUPERVISORS ARE TO BE SKILLED, EXPERIENCED AND LICENSED IF REQUIRED IN THE WORK THEY WILL BE PERFORMING. 6. PROJECT CONSTRUCTION ITEMS TO BE NEW, UNLESS NOTED OTHERWISE. NO SUBSTITUTIONS WILL BE ALLOWED UNLESS COMPLETE DESCRIPTIONS, DRAWINGS, TEST DATA, SAMPLES, COST AND SCHEDULED CHANGES ARE SUBMITTED BY THE CONTRACTOR AND APPROVED BY THE ARCHITECT PRIOR TO INSTALLATION. ANY ITEMS NOTED ON THE DRAWINGS THAT ARE NOT AVAILABLE OR WOULD CAUSE A TIME DELAY SHALL BE IDENTIFIED BY THE GENERAL CONTRACTOR AND THE ARCHITECT SHALL BE NOTIFIED. 7. TYPICAL DETAILS AND GENERAL NOTES SHALL BE USED WHENEVER APPLIABLE U.N.O. ALL SYMBOLS AND ABBREVIATIONS USED ON THE DRAWINGS ARE CONSIDERED CONSTRUCTION STANDARDS. IF CONTRACTOR HAS ANY QUESTIONS REGARDING THE SAME OR EXACT MEANING, ARCHITECT SHALL BE NOTIFIED FOR CLARIFICATION. 8. DIMENSIONS ARE TO THE FACE OF FINISH ON EXISTING OR NEW WORK, UNLESS NOTED OTHERWISE. DIMENSIONS SHALL HAVE PRECEDENCE OVER SCALE. LARGER SCALE DRAWINGS SHALL HAVE PRECEDENCE OVER SMALLER SCALE DRAWINGS. 9. CONTRACTOR TO NOTIFY ARCHITECT AND BANK OF AMERICA PROJECT MANAGER OF ALL REVISIONS TO THE DRAWINGS AND CHANGES TO THE SCOPE OF WORK OR SCHEDULE AS REQUIRED BY GOVERNING AGENCIES, FIELD CONDITIONS OR BANK OF AMERICA PERSONNEL REGARDLESS OF EXTENT. ALL REVISIONS TO BE IN WRITING AS CHANGE ORDERS AND APPROVED PRIOR TO STARTING WORK. 10. CONTRACTOR TO PROVIDE PROTECTIVE EQUIPMENT TO ENSURE THE LIFE SAFETY OF PUBLIC, TENANTS AND WORKERS AS REQUIRED BY FEDERAL, STATE AND LOCAL CODES THROUGHOUT CONSTRUCTION. CONTRACTOR SHALL TAKE ALL NECESSARY MEASURES TO PROTECT PEDESTRIANS. 11. SITE AND BUILDING SHALL BE MAINTAINED IN A CLEAN, SAFE MANNER. DIRTY OR NOISY WORK SHALL BE PERFORMED AT SUCH A TIME AS DIRECTED BY THE OWNER AND/ OR CITY. ALL TRASH DEBRIS, SURPLUS MATERIAL, TOOLS AND EQUIPMENT TO BE REMOVED FROM THE SITE AND DISPOSED OF IN A LEGAL MANNER. LEAVE PREMISES IN A CONDITION ACCEPTABLE TO BANK OF AMERICA OR OWNER. 12. PROTECT AREA OF WORK AND ADJACENT AREAS FROM DAMAGE. WHERE EXISTING CONSTRUCTION, FINISHES OR EQUIPMENT IS DAMAGED BY WORK IN THIS CONTRACT, IT SHALL BE PATCHED, REPAIRED OR REPLACED AS REQUIRED TO MATCH EXISTING AT NO COST TO BANK OF AMERICA. 13. THE LOCATION AND ELEVATIONS OF ALL WORK TO BE CONSTRUCTED AS SHOWN ON THE DRAWINGS. UNLESS DISCREPANCIES ARE BROUGHT TO THE ATTENTION OF THE ARCHITECT PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL BE HELD RESPONSIBLE FOR THE PROPER LOCATION AND ELEVATIONS AS SHOWN AND INTENDED. 14. THE CONTRACTOR SHALL LAY-OUT THE WORK, ESTABLISH AND MAINTAIN NECESSARY MARKERS AND BE RESPONSIBLE FOR THE ACCURACY OF THE WORK. THE CONTRACTOR SHALL MARK, AS A GUIDE TO ALL TRADES AND TO HIS SUBCONTRACTORS, THE EXACT LOCATIONS OF NEW OR REMODELED WORK WITH RESPECT TO ALL CHANGES TO EXISTING. 15. INSTALL AND APPLY ITEMS, MATERIALS, EQUIPMENT, FINISHES, ETC. INCLUDING THE PREPARATION OF SURFACES IN STRICT ACCORDANCE WITH THE MANUFACTURER'S PRINTED RECOMMENDATIONS AND INSTALLATION REQUIREMENTS. 16. PERTAINING TO EQUIPMENT: GENERAL CONTRACTOR IS RESPONSIBLE FOR THE REMOVAL AND RELOCATION OF ANY EXISTING EQUIPMENT OR CONSTRUCTION AS NECESSARY FOR A COMPLETE INSTALLATION. 17. BESIDES GUARANTEES REQUIRED ELSEWHERE, THE CONTRACTOR SHALL GUARANTEE ALL WORK FOR A MINIMUM PERIOD OF ONE YEAR AFTER THE DATE OF ACCEPTANCE OF WORK WITHOUT EXPENSE TO BANK OF AMERICA. GUARANTEE SHALL INCLUDE ANY WORK THAT MAY BE DISPLACED BY GENERAL CONTRACTOR'S WORK. 18. OBTAIN AND PAY FOR PERMITS AND INSPECTIONS REQUIRED BY PUBLIC AUTHORITIES GOVERNING THE WORK. 19. SUBMIT REQUESTS FOR SUBSTITUTIONS, REVISIONS, OR CHANGES TO ARCHITECT FOR REVIEW PRIOR TO PURCHASE, FABRICATION OR INSTALLATION. 20. OWNER WILL PROVIDE WORK NOTED "BY OTHERS" OR "NIC" UNDER SEPARATE CONTRACT. CONTRACTOR SHALL INCLUDE SCHEDULE REQUIREMENTS IN CONSTRUCTION PROGRESS SCHEDULE AND COORDINATE TO ASSURE ORDERLY SEQUENCE OF INSTALLATION. 21. CONTRACTOR TO COORDINATE TELECOMMUNICATIONS, DATA AND SECURITY SYSTEM INSTALLATIONS. 22. DO NOT SCALE DRAWINGS. WRITTEN DIMENSIONS GOVERN. IN CASE OF CONFLICT, CONSULT THE ARCHITECT. 23. COORDINATE AND PROVIDE BLOCKING FOR MILLWORK AND ITEMS ATTACHED OR MOUNTED TO WALLS OR CEILINGS. 24. UNDERCUT DOORS TO CLEAR TOP OF FLOOR FINISHES BY 1/4 INCH, UNLESS NOTED OTHERWISE. PROJECT NOTES FINISHES / MILLWORK:• PROVIDE ALL NEW PAINT FINISHES THROUGHOUT CUSTOMER FACING AREAS. REFER TO BAC GUIDELINES FOR CURRENT SPECIFICATIONS FOR PRIMARY WALL PAINT/ BASE (IF DOCUMENT NOTES TO PROVIDE NEW FLOORING). ACCENT PAINT WHERE INDICATED ON THIS DOCUMENT.• WALLCOVERING WILL BE ASSESSED ON A CASE BY CASE BASIS. WHEN CALLED FOR REMOVAL, REMOVE EXISTING WALLCOVERING PRIOR TO REPAINTING AND PREP WALLS TO RECEIVE NEW PAINT FINISHES. DO NOT PAINT OVER WALLCOVERING.• GYP. BD. CEILINGS TO RECEIVE NEW PAINT UNLESS NOTED OTHERWISE. REFER TO BAC GUIDELINES FOR CURRENT CEILING PAINT SPECIFICATION. PATCH / REPAIR CEILING AS REQUIRED AND PAINT.• DOORS, FRAMES, AND TRIM TO RECEIVE PAINT COLOR TO MATCH SURROUNDING GYP. BD. WALL PAINT COLOR IN ALTERNATE FINISH (REFER TO BAC GUIDELINES FOR CURRENT SPECIFICATIONS) UNLESS NOTED AS EXISTING TO REMAIN BY STORE DESIGNER OR NOTED OTHERWISE ON ELEVATIONS. • EXISTING BLINDS ON EXTERIOR WINDOWS TO REMAIN, UON. EXISTING BLINDS AT INTERIOR WINDOWS TO BE REMOVED; TYP. THROUGHOUT BOTH ON AND OFF-STAGE SPACES. PROVIDE NEW FILM AS DIRECTED BY STORE DESIGN AND MERCHANDISING. WINDOW TREATMENT REPLACEMENT IS NOT A 1:1 REPLACEMENT. PROVIDE NEW FILM(S) FOR PRIVACY AND/OR OBSCURE VIEWS INTO BOH SPACES, IF INDICATED ON TEST FIT.• REFER TO BAC GUIDELINES FOR CURRENT SPECIFICATIONS FOR ELECTRICAL OUTLETS/COVERS FOR ACCENT WALLS AND PRIMARY WALLS. NEW COVER PLATES SHOULD MATCH EXISTING, REGARDLESS OF WALL COLOR. DO NOT REPLACERECEPTACLES OR OUTLETS. LIGHTING:• PROJECT TEAM TO DETERMINE IF EXISTING LIGHTING MEETS CURRENT BANK STANDARD RECOMMENDED LIGHTING LEVELS. RECOMMEND LIGHTING CLEAN/RELAMP ONLY IF REQUIRED AND INCLUDE IN PROJECT SCOPE OF WORK. LED RETROFIT BY EXCEPTION ONLY. MISC:• IN GENERAL, EXISTING FOH AREAS ARE NOT IN RENOVATION SCOPE.• AUTO DOOR OPENERS NOT IN LITE SCOPE UNLESS SPECIFICALLY NOTED IN TEST FIT. FO R W A R D RE A C H R A N G E 4'- 0 " M A X . 1'- 3 " M I N . 4'-0" 2'- 6 " 4'-0" 48 " M A X . 15 " M I N . SI D E R E A C H R A N G E 10"MAX. 2'-6" 4'- 0 " 2'-6"10"MAX. 2'-8" MIN. 3'-0" MIN. 2'- 0 " M A X . D E P T H FO R M I N . C L E A R A N C E SIDE ELEVATION PLAN VIEW FRONT ELEVATION PLAN VIEW UN O B S T R U C T E D UN O B S T R U C T E D TO C E N T E R L I N E 7" M I N - 8 " M A X PUSH PLATE TO C E N T E R L I N E 30 " M I N - 4 4 " M A X 4'X4' MIN PUSH PLATES WITH BLACK IMAGES AND LETTERING ON BRUSHED STAINLESS STEEL BACKGROUND CL LINE OF FIN. CLG.WHERE OCCURS EXIT SIGN EDGE OF WALL FIRE STROBE THERMOSTAT LIGHT SWTICHDOTTED LINE INDICATES LOCATION OF LARGER PLATE FOR GANGED SWITCHES LINE OF FIN. CLG.WHERE OCCURS EXIT SIGN FIRE STROBE FIREEXTINGUISHERCABINET 7'- 1 0 1 / 2 " 6'- 1 0 1 / 2 " OB C 3 . 8 . 1 . 5 3' - 1 1 " 6" [150] 7'- 1 0 1 / 2 " 6'- 1 0 1 / 2 " 2' - 1 1 1 / 2 " CL CL CL CL CL CL CL CL 3' - 1 1 " - M A X . OB C 3 . 8 . 1 . 5 3' - 3 1 / 2 " CL LINE OF FINISH CEILING WHERE OCCURS HINGE, TYP. SCHEDULED DOOR LIGHT SWITCH. DOTTED LINE INDICATESLOCATION OF LARGER PLATE FOR GANGED SWITCHES FINISH FLOOR DOOR FRAME HARDWARE SET AS SCHEDULED ELECTRICAL OUTLET WALL TELEPHONE/DATA OUTLET NOTES:- T.O. SWITCH TO BE AT 48" A.F.F. MAX.- CENTER ALL OTHER TO CENTER LINE OF LIGHT SWITCHES.- T.O. SWITCH TO BE AT 40" A.F.F. MAX. WHERE SWITCH IS LOCATED ABOVE COUNTER.- INSTALL ELECTRICAL AND TELEPHONE WALL OUTLETS AND SWITCHPLATES AT NEAREST STUD FROM SCALED LOCATION ON PLAN UNLESS SPECIFICALLY DIMENSIONED. THERMOSTAT EVACUATION SIGNAGE CARD READERS PULL STATION (MATCH BUILDING STANDARD) 34" MIN.-44" MAX. 1'-0" 6" W/ HARDWARE SCHEDULE2 3/4" VERIFY 5" EQ. EQ. EQ. 10" CL CL CL 15" MIN. CL 4'-11" MAX. 3'-11" MAX. 3'-3 1/2" DOOR ACTUATOR 1'-11 1/2" ELECTRICAL OUTLETS WALL DATA /TELEPHONE OUTLET CL CLR. 18" MIN. 18" MIN. CLR. 9" MIN. SWING 9" MIN.TO DOOR MOUNT PERMANENT IDENTIFICATION SIGN ON LATCH SIDE OF DOOR. CENTER TACTILE CHARACTERS ON SIGN AND CLEAR SPACE 45° SIGN LOCATIONS AT DOOR DOOR AND SWING Job No. Owner Approval Scale DELTA ISSUE DATEDESCRIPTION NOT FOR CONSTRUCTION SERIAL NUM./MANH. ID: VERSION: BULLETIN: As indicated 1/2 9 / 2 0 2 4 2 : 3 9 : 2 2 P M 47BACX.1220.002 2024 A00.11 GENERAL NOTES & ACCESSIBLITY NOTES - WEST ARCADIA, CA FCID 9767 1234 S BALDWIN AVENUE ARCADIA, CA 91007-7510 - - 03-2023 CHARLOTTE 615 S. COLLEGE ST. SUITE 725 CHARLOTTE, NC 28202TEL 704-908-1540 © INTERIOR ARCHITECTS, INC., A CALIFORNIA CORPORATION.ALL DRAWINGS AND WRITTEN MATERIAL HEREIN CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT, AND THE SAME MAY NOT BE DUPLICATED, USED, OR DISCLOSED WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT. 12" = 1'-0"7 TYPICAL SIGNAGE INFORMATION (FOR REFERENCE ONLY) 3" = 1'-0"3 ACCESSIBLE THRESHOLD 1/2" = 1'-0"2 ACCESSIBLE REACH RANGES 12" = 1'-0"4 DOOR ACTUATOR MOUNTING DETAIL 1/2" = 1'-0"8 TYPICAL MOUNTING HEIGHTS AND ALIGNMENTS 1 ISSUED FOR PERMIT 01.25.2023 1 1/2" = 1'-0"1 SIGN LOCATION AT DOOR TWO HINGED DOORS IN SERIES LATCH SIDE APPROACHES - SWINGING DOORS 17 2 5 64 m i n . 48 m i n . minimum if door has a closerNOTE: y = 48 in. (1220 mm)minimum if door has a closerNOTE: y = 54 in. (1370 mm) LATCH APPROACH, PULL SIDE LATCH APPROACH, PUSH SIDE 61024 min. 12 2 0 48 m i n . Y CLEAR WIDTH AT 180-DEGREE TURN - OPTION 1 CLEAR WIDTH OF AN ACCESSIBLE ROUTE - INTERIOR 48 m i n 12 2 0 (D) (E) X > 1 5 38 0 ADDITIONAL MANEUVERING CLEARANCES FOR ALCOVES NOTE: X > 24 IN. (610 MM) 36 min.915 X 60 min.1525 Y 10 6 5 42 m i n 61024 min. 12 2 0 48 m i n . 12 2 0 CLEARANCES AT RECESSED DOORS AND GATES PUSH SIDE 13 2 0 52 m i n . 20 5 x > 8 PUSH SIDE 15 2 5 52 m i n . 20 5 x > 8 30512 min. NOTE: door provided with both closer and latch 12 2 0 60 m i n . 20 5 x > 8 44518 min. PULL SIDE 42 min.1065 x < 521320 42 min.1065 60 m i n 15 2 5 x < 521220 36 min.91536 min.915 52 max.1320 24 max.61024 max.610 32 m i n . 81 5 36 m i n . 91 5 32 m i n . 81 5 36 m i n . 91 5 TOE CLEARANCE 430-63517-25 76 0 30 m i n . 1220 48 min. SECTION PLAN 6 max150 923 0 KNEE CLEARANCE 63525 max 76 0 30 m i n . 1220 48 min. SECTION PLAN 11 min280 9 m i n 23 0 8 min205 27 m i n 68 5 REACH RANGES 15 m i n . 38 0 48 m a x . 12 2 0 10 max255 34 m a x . 86 5 48 m a x . 12 2 0 10 max255 >10 - 24 max255-610 CIRCULAR TURNING SPACE 17 0 0 67 m i n . 170067 min. 40516 min.91536 min. 172568 min. 61 5 36 m i n . 61 0 24 m i n . 40516 min. T-SHAPED TURNING SPACE -OPTION 1 30512 min.101540 min. 172564 min. 10 1 5 40 m i n . 51 0 20 m i n . 30512 min. T-SHAPED TURNING SPACE -OPTION 3 28011 min.91536 min. 172564 min. 96 5 38 m i n . 66 0 22 m i n . 28011 min. T-SHAPED TURNING SPACE -OPTION 2 2058 min. 34 m a x . 86 5 48 m a x . 12 2 0 43 m i n 10 3 0 43 min.1090 x < 521320 43 min.1090 CLEAR WIDTH AT 180-DEGREE TURN - OPTION 2 CLEAR WIDTH AT 180-DEGREE TURN - OPTION 3 HINGE SIDE APPROACHES - SWINGING DOORS FRONT APPROACHES - SWINGING DOORS latch and a closerminimum if door has both aNOTE: y=48 in. (1220 mm) HINGE APPROACH, PUSH SIDEHINGE APPROACH, PULL SIDE (OPTION 1) 10 6 5 Y 42 m i n . has both a closer and a latchNOTE: x=12 in. (305 mm) if the door 45518 min 15 2 5 60 m i n . FRONT APPROACH, PUSH SIDEFRONT APPROACH, PULL SIDE 13 2 0 52 m i n . X 15 2 5 60 m i n . 91536 min HINGE APPROACH, PULL SIDE (OPTION 2) 13 7 0 54 m i n . 106542 min 56022 min (A) (B) (C) CLEAR FLOOR SPACE 52 min.1320 30 m i n . 76 0 52 m i n . 13 2 0 30 min.760 30 m i n . 76 0 52 min.1320 6". 4". EXIT 6". 4".EXIT TO FF WALL 6". 4".ROUTE EXIT AT EXITS LEADING TO EXTERIOR OF BUILDING AT LOBBY AREAS WITH DOOR LEADING INTO RATED CORRIDOR TOBUILDING EXIT AT ROOM/AREA EXITS LEADING INTO RATED CORRIDORS TOBUILDING EXITS 60 " M A X . AF F . 48 " M I N . AF F . 60 " M A X . AF F . 60" MAX. 60 " M A X . AF F . 48 " M I N . AF F . EXIT SIGNAGE IDENTIFICATION WITH RASIED LETTERS AND BRAILLE. BRAILLE TO MATCH BACKGROUND FINISH. CHARACTERS, SYMBOLS AND THEIR BACKGROUND SHALL HAVE A NON-GLARE FINISH. CHARACTERS AND SYMBOLS SHALL CONTRAST WITH THEIR BACKGROUND EITHER LIGHT ON A DARK BACKGROUND OR DARK ON A LIGHT BACKGROUND. CHARACTERS SHALL BE SELECTED FROM FONTS WHERE THE WIDTH OF THE UPPERCASE LETTER "O" IS 60 PERCENT MIN AND 110 PERCENT MAX OF THE HEIGHT OF THE UPPERCASE LETTER "I". CHARACTER HEIGHT SHALL BE 5/8 INCH MIN AND 2 INCHES MAX. BASED ON THE HEIGHT OF THE UPPERCASE LETTER "I". STROKE THICKNESS OF THE UPPERCASE LETTER "I" SHALL BE 15 PERCENT MAX OF THE HEIGHT OF THE CHARACTER. CHARACTERS ON SIGNS SHALL BE RAISED 1/32" MIN. AND SHALL BE SAN SERIF UPPERCASE CHARACTERS ACCOMPANIED BY GRADE 2. BRAILLE SHALL BE CONTRACTED (GRADE 2) CONTRACTED GRADE 2 BRAILLE SHALL BE USED WHEREVER BRAILLE IS REQUIRED IN OTHER PORTIONS OF THESE STANDARDS. DOTS SHALL HAVE A DOMED OR ROUNDED SHAPE AND SHALL COMPLY WITH TABLE VISUAL CHARACTERS WHERE A TACTILE SIGN IS PROVIDED AT A DOOR FOR ROOMS AND SPACES, SIGNS SHALL BE LOCATED ALONGSIDE THE DOOR AT THE LATCH SIDE. WHERE A TACTILE SIGN IS PROVIDED AT DOUBLE DOORS WITH ONE ACTIVE LEAF, THE SIGN SHALL BE LOCATED ON THE INACTIVE LEAF. WHERE A TACTILE SIGN IS PROVIDED AT DOUBLE DOORS WITH TWO ACTIVE LEAFS, THE SIGN SHALL BE LOCATED TO THE RIGHT OF THE RIGHT HAND DOOR. WHERE THERE IS NO WALL SPACE ON THE LATCH SIDE, OR AT THE RIGHT SIDE OF DOUBLE LEAF DOORS, SIGNS SHALL BE LOCATED ON THE NEAREST ADJACENT WALL. SIGNS SHALL BE LOCATED SO THAT A CLEAR FLOOR SPACE OF 18"MIN x 18" MIN CENTERED ON THE TACTILE CHARACTER IS PROVIDED BEYOND THE ARC OF ANY DOOR SWING BETWEEN THE CLOSED POSITION AND 45 DEGREES OPEN POSITION. 3/8" MIN. 3/8" - 1/2" 3/8" MIN. 3/8" - 1/2" 48 " M I N . AF F .3/8" MIN. 3/8" - 1/2" TACTILE EXIT SIGNAGE1. A TACTILE EXIT SIGN WITH WORDS "EXIT", SHALL IDENTIFY EACH GRADE LEVEL EXTERIOR EXIT DOOR. 2. A TACTILE EXIT SIGN WITH THE WORDS "EXIT ROUTE" SHALL IDENTIFY EACH EXIT ACCESS DOOR FROM AN INTERIOR ROOM OR AREA TO A CORRIDOR OR HALLWAY THAT IS REQUIRED TO HAVE A VISUAL EXIT SIGN. 3. SIGNAGE MUST INCLUDE 1/32" RAISED CHARACTERS ACCOMPANIED WITH GRADE 2 BRAILLE AND THE INTERNATIONAL SYMBOL OF ACCESSIBILITY ON THE WALL ADJACENT TO THE DOOR AND LOCATED 60" ABOVE THE FLOOR. (TAS 703 SIGNS) ATM, DISPLAY FEATURES AND REACHABILITY MUST CONFORM ACCESSIBILITY REQUIREMENTS. ALLOWABLE AREA OF OPERATION FORWARD REACH RANGE 4' - 0". 1'-2 15/16" MIN. 2'-6 1/16" 4'-4" ATM LINE OF REQUIRED CLEARANCE 47" 27" AC T U A L A R E A O F OP E R A T I O N NOTE: ALCOVE DEPTH (X) GREATER THAN 24", THEN ALCOVE WIDTH (Y) MUST BE A MINIMUM OF 36" 5" MAX 15" MIN 38" TO 43" @ HIGH FOUNTAIN 3'-0" MAX.@LOW FOUNTAIN 27" MIN. 9" MIN. 6" MAX. 11" MIN. SIDE ELEVATIONPLAN VIEW MIN. 15'' MIN 5" MAX. 30"X52" MIN. 4'-0" < 24" 18" MIN. THE SPOUT SHALL PROVIDE A FLOW OF WATER 4 INCHES HIGH MINIMUM AND SHALL BE LOCATED 5 INCHES (127 MM) MAX. FROM THE FRONT OF THE UNIT. THE ANGLE OF THE WATER STREAM SHALL BE MEASURED HORIZONTALLY RELATIVE TO THE FRONT FACE OF THE UNIT. WHERE SPOUTS ARE LOCATED LESS THAN 3 INCHES (76MM) OF THE FRONT OF THE UNIT, THE ANGLE OF THE WATER STREAM SHALL BE 30 DEGREES MAXIMUM. WHERE SPOUTS ARE LOCATED BETWEEN 3 INCHES (76 MM) AND 5 INCHES (127 MM) MAXIMUM FROM THE FRONT OF THE UNIT, THE ANGLE OF THE WATER STREAM SHALL BE 15 DEGREES MAXIMUM. 16" MIN. EQ 16" MIN. EQ 18" MIN. 19" MAX.LINE OF REQUIRED CLEARANCE MIRROR INSULATE HOT WATER PIPES AND DRAIN TO PREVENT CONTACT 9" MIN. 27" MIN. 34" MAX. 11" MIN. TOE CLEARANCE6" MAX. 19" MIN. DEPTH 1'-5" MIN. 8" MIN. 18'' MIN CL SIDE ELEVATIONPLAN VIEW 40" MAX. BOTTOM OF REFLECTIVE SURFACE 30"X52" 29" MIN. TO P O F R I M TO P O F C O N T R O L SO A P DI S P E N S E R TO P O F O P E N I N G NA P K I N DI S P O S A L TO P O F C O N T R O L SA N I T A R Y N A P K I N VE N D O R PA P E R T O W E L DI S P E N S E R & WA S T E R E C E P T A C L E TO W E L O P E N I N G 15" MIN. 40" MAX. 15" MIN. 48" MAX. 15" MIN. 44" TO 48" MIN. 1 1/2" PROVIDE FASTENERS AND WALL REINFORCEMENTTO SUPPORT A 250# MIN. POINT LOAD. 1 1/2"1 1/4" - 2" GRAB BAR 15" MIN. 40" MIN. TO 48" MAX COAT HOOK 2'-0" 1'-5" MAXFLUSH CONTROL 44" MAX TO TO P O F R I M UR I N A L TO P O F R I M AC C E S S I B L E UR I N A L OP E N I N G WA S T E RE C E P T A C L E 4'-0" 10" B.O. DRYER 3'-1" BO T T O M O F D R Y E R HA N D DR Y E R TO P O F R I M REFLECTIVE SURFACE 3'-4" BOTTOM OF WA L L M T D . LA V A T O R Y (A D U L T ) TOE CLEARANCE 9" MIN. 27" MAX 2'-10" MAX TOILETPAPER COORD.W/ GRAB BAR. AC C E S S I B L E WA T E R C L O S E T TO P O F S E A T FL U S H C O N T R O L 4 " BE L O W G R A B B A R . OR I E N T F L U S H V A L V E T O OP E N S I D E O F T O I L E T ST A L L . 17" TO 19" 33" - 36" 17" TO 19" 15" MIN. 44" MAX. 33" - 36" 2'-0" MIN 3'-6" MIN.1'-0" MAX. 4'-6" MIN. AC C E S S I B L E WA T E R C L O S E T 1'-0" MIN FLUSH VALVE ON WIDE SIDE 19'' MIN 1 1/2" MIN. MIN 7"- 9" 3'-6" MAX. 2'-0" MIN. 18'' MAX 17'' MIN 2'-0'' MIN CLR. WHEN FOLDED DOWN 27'' MIN 24'' MAX. REACH RANGE T.O. TABLE WHEN FOLDEN DOWN 34'' MAX T.O. HANDLE / OPERABLE PART WHEN FOLDEN UP 48'' MAX 11'' MIN 6'' MAX 9" MIN. 8 1/4" MIN. Job No. Owner Approval Scale DELTA ISSUE DATEDESCRIPTION NOT FOR CONSTRUCTION SERIAL NUM./MANH. ID: VERSION: BULLETIN: As indicated 1/2 9 / 2 0 2 4 2 : 3 9 : 2 4 P M 47BACX.1220.002 2024 A00.12 ACCESSIBILITY INFORMATION (2022 CBC CHAPTER 11B) - WEST ARCADIA, CA FCID 9767 1234 S BALDWIN AVENUE ARCADIA, CA 91007-7510 - - 03-2023 CHARLOTTE 615 S. COLLEGE ST. SUITE 725 CHARLOTTE, NC 28202TEL 704-908-1540 © INTERIOR ARCHITECTS, INC., A CALIFORNIA CORPORATION.ALL DRAWINGS AND WRITTEN MATERIAL HEREIN CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT, AND THE SAME MAY NOT BE DUPLICATED, USED, OR DISCLOSED WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT. 12" = 1'-0"1 ACCESSIBILITY CLEARANCES6" = 1'-0"2 TACTILE EXIT SIGN 1/2" = 1'-0"3 ATM APPROACH CLEARANCES 3/4" = 1'-0"4 ACCESSIBLE - DRINKING FOUNTAINS1 3/4" = 1'-0"5 ACCESSIBLE - LAVATORY1 1/2" = 1'-0"6 ACCESSIBLE -TYPICAL ACCESSORY HEIGHTS 3/4" = 1'-0"7 BABY CHANGING STATION SECTION 1 ISSUED FOR PERMIT 01.25.2023 Job No. Owner Approval Scale DELTA ISSUE DATEDESCRIPTION NOT FOR CONSTRUCTION SERIAL NUM./MANH. ID: VERSION: BULLETIN: 1/2 9 / 2 0 2 4 2 : 3 9 : 2 5 P M 47BACX.1220.002 2024 A00.13LADBS GREEN FORMS - WEST ARCADIA, CA FCID 9767 1234 S BALDWIN AVENUE ARCADIA, CA 91007-7510 - - 03-2023 CHARLOTTE 615 S. COLLEGE ST. SUITE 725 CHARLOTTE, NC 28202TEL 704-908-1540 © INTERIOR ARCHITECTS, INC., A CALIFORNIA CORPORATION.ALL DRAWINGS AND WRITTEN MATERIAL HEREIN CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT, AND THE SAME MAY NOT BE DUPLICATED, USED, OR DISCLOSED WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT. 1 ISSUED FOR PERMIT 01.25.2023 Job No. Owner Approval Scale DELTA ISSUE DATEDESCRIPTION NOT FOR CONSTRUCTION SERIAL NUM./MANH. ID: VERSION: BULLETIN: 1/2 9 / 2 0 2 4 2 : 3 9 : 2 5 P M 47BACX.1220.002 2024 A00.13.1LADBS GREEN FORMS - WEST ARCADIA, CA FCID 9767 1234 S BALDWIN AVENUE ARCADIA, CA 91007-7510 - - 03-2023 CHARLOTTE 615 S. COLLEGE ST. SUITE 725 CHARLOTTE, NC 28202TEL 704-908-1540 © INTERIOR ARCHITECTS, INC., A CALIFORNIA CORPORATION.ALL DRAWINGS AND WRITTEN MATERIAL HEREIN CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT, AND THE SAME MAY NOT BE DUPLICATED, USED, OR DISCLOSED WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT. 1 ISSUED FOR PERMIT 01.25.2023 Job No. Owner Approval Scale DELTA ISSUE DATEDESCRIPTION NOT FOR CONSTRUCTION SERIAL NUM./MANH. ID: VERSION: BULLETIN: 1/2 9 / 2 0 2 4 2 : 3 9 : 2 6 P M 47BACX.1220.002 2024 A00.13.2LADBS GREEN FORMS - WEST ARCADIA, CA FCID 9767 1234 S BALDWIN AVENUE ARCADIA, CA 91007-7510 - - 03-2023 CHARLOTTE 615 S. COLLEGE ST. SUITE 725 CHARLOTTE, NC 28202TEL 704-908-1540 © INTERIOR ARCHITECTS, INC., A CALIFORNIA CORPORATION.ALL DRAWINGS AND WRITTEN MATERIAL HEREIN CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT, AND THE SAME MAY NOT BE DUPLICATED, USED, OR DISCLOSED WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT. 1 ISSUED FOR PERMIT 01.25.2023 Job No. Owner Approval Scale DELTA ISSUE DATEDESCRIPTION NOT FOR CONSTRUCTION SERIAL NUM./MANH. ID: VERSION: BULLETIN: 1/2 9 / 2 0 2 4 2 : 3 9 : 2 7 P M 47BACX.1220.002 2024 A00.13.3 LADBS ACCESSIBILITY DETAILS - WEST ARCADIA, CA FCID 9767 1234 S BALDWIN AVENUE ARCADIA, CA 91007-7510 - - 03-2023 CHARLOTTE 615 S. COLLEGE ST. SUITE 725 CHARLOTTE, NC 28202TEL 704-908-1540 © INTERIOR ARCHITECTS, INC., A CALIFORNIA CORPORATION.ALL DRAWINGS AND WRITTEN MATERIAL HEREIN CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT, AND THE SAME MAY NOT BE DUPLICATED, USED, OR DISCLOSED WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT. 1 ISSUED FOR PERMIT 01.25.2023 Job No. Owner Approval Scale DELTA ISSUE DATEDESCRIPTION NOT FOR CONSTRUCTION SERIAL NUM./MANH. ID: VERSION: BULLETIN: 1/2 9 / 2 0 2 4 2 : 3 9 : 2 8 P M 47BACX.1220.002 2024 A00.13.4 LADBS ACCESSIBILITY DETAILS - WEST ARCADIA, CA FCID 9767 1234 S BALDWIN AVENUE ARCADIA, CA 91007-7510 - - 03-2023 CHARLOTTE 615 S. COLLEGE ST. SUITE 725 CHARLOTTE, NC 28202TEL 704-908-1540 © INTERIOR ARCHITECTS, INC., A CALIFORNIA CORPORATION.ALL DRAWINGS AND WRITTEN MATERIAL HEREIN CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT, AND THE SAME MAY NOT BE DUPLICATED, USED, OR DISCLOSED WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT. 1 ISSUED FOR PERMIT 01.25.2023 Job No. Owner Approval Scale DELTA ISSUE DATEDESCRIPTION NOT FOR CONSTRUCTION SERIAL NUM./MANH. ID: VERSION: BULLETIN: 1/2 9 / 2 0 2 4 2 : 3 9 : 2 9 P M 47BACX.1220.002 2024 A00.13.5 LADBS ACCESSIBILITY DETAILS - WEST ARCADIA, CA FCID 9767 1234 S BALDWIN AVENUE ARCADIA, CA 91007-7510 - - 03-2023 CHARLOTTE 615 S. COLLEGE ST. SUITE 725 CHARLOTTE, NC 28202TEL 704-908-1540 © INTERIOR ARCHITECTS, INC., A CALIFORNIA CORPORATION.ALL DRAWINGS AND WRITTEN MATERIAL HEREIN CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT, AND THE SAME MAY NOT BE DUPLICATED, USED, OR DISCLOSED WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT. 1 ISSUED FOR PERMIT 01.25.2023 Job No. Owner Approval Scale DELTA ISSUE DATEDESCRIPTION NOT FOR CONSTRUCTION SERIAL NUM./MANH. ID: VERSION: BULLETIN: 1/2 9 / 2 0 2 4 2 : 3 9 : 3 0 P M 47BACX.1220.002 2024 A00.13.6 LADBS ACCESSIBILITY DETAILS - WEST ARCADIA, CA FCID 9767 1234 S BALDWIN AVENUE ARCADIA, CA 91007-7510 - - 03-2023 CHARLOTTE 615 S. COLLEGE ST. SUITE 725 CHARLOTTE, NC 28202TEL 704-908-1540 © INTERIOR ARCHITECTS, INC., A CALIFORNIA CORPORATION.ALL DRAWINGS AND WRITTEN MATERIAL HEREIN CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT, AND THE SAME MAY NOT BE DUPLICATED, USED, OR DISCLOSED WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT. 1 ISSUED FOR PERMIT 01.25.2023 Job No. Owner Approval Scale DELTA ISSUE DATEDESCRIPTION NOT FOR CONSTRUCTION SERIAL NUM./MANH. ID: VERSION: BULLETIN: 1/2 9 / 2 0 2 4 2 : 3 9 : 3 1 P M 47BACX.1220.002 2024 A00.13.7 LADBS ACCESSIBILITY DETAILS - WEST ARCADIA, CA FCID 9767 1234 S BALDWIN AVENUE ARCADIA, CA 91007-7510 - - 03-2023 CHARLOTTE 615 S. COLLEGE ST. SUITE 725 CHARLOTTE, NC 28202TEL 704-908-1540 © INTERIOR ARCHITECTS, INC., A CALIFORNIA CORPORATION.ALL DRAWINGS AND WRITTEN MATERIAL HEREIN CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT, AND THE SAME MAY NOT BE DUPLICATED, USED, OR DISCLOSED WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT. 1 ISSUED FOR PERMIT 01.25.2023 Job No. Owner Approval Scale DELTA ISSUE DATEDESCRIPTION NOT FOR CONSTRUCTION SERIAL NUM./MANH. ID: VERSION: BULLETIN: 1/2 9 / 2 0 2 4 2 : 3 9 : 3 2 P M 47BACX.1220.002 2024 A00.13.8 LADBS ACCESSIBILITY DETAILS - WEST ARCADIA, CA FCID 9767 1234 S BALDWIN AVENUE ARCADIA, CA 91007-7510 - - 03-2023 CHARLOTTE 615 S. COLLEGE ST. SUITE 725 CHARLOTTE, NC 28202TEL 704-908-1540 © INTERIOR ARCHITECTS, INC., A CALIFORNIA CORPORATION.ALL DRAWINGS AND WRITTEN MATERIAL HEREIN CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT, AND THE SAME MAY NOT BE DUPLICATED, USED, OR DISCLOSED WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT. 1 ISSUED FOR PERMIT 01.25.2023 Job No. Owner Approval Scale DELTA ISSUE DATEDESCRIPTION NOT FOR CONSTRUCTION SERIAL NUM./MANH. ID: VERSION: BULLETIN: 1/2 9 / 2 0 2 4 2 : 3 9 : 3 2 P M 47BACX.1220.002 2024 A00.13.9 LADBS ACCESSIBILITY DETAILS - WEST ARCADIA, CA FCID 9767 1234 S BALDWIN AVENUE ARCADIA, CA 91007-7510 - - 03-2023 CHARLOTTE 615 S. COLLEGE ST. SUITE 725 CHARLOTTE, NC 28202TEL 704-908-1540 © INTERIOR ARCHITECTS, INC., A CALIFORNIA CORPORATION.ALL DRAWINGS AND WRITTEN MATERIAL HEREIN CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT, AND THE SAME MAY NOT BE DUPLICATED, USED, OR DISCLOSED WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT. 1 ISSUED FOR PERMIT 01.25.2023 Job No. Owner Approval Scale DELTA ISSUE DATEDESCRIPTION NOT FOR CONSTRUCTION SERIAL NUM./MANH. ID: VERSION: BULLETIN: 1/2 9 / 2 0 2 4 2 : 3 9 : 3 3 P M 47BACX.1220.002 2024 A00.14 LADBS ACCESSIBILITY GENERAL NOTES - WEST ARCADIA, CA FCID 9767 1234 S BALDWIN AVENUE ARCADIA, CA 91007-7510 - - 03-2023 CHARLOTTE 615 S. COLLEGE ST. SUITE 725 CHARLOTTE, NC 28202TEL 704-908-1540 © INTERIOR ARCHITECTS, INC., A CALIFORNIA CORPORATION.ALL DRAWINGS AND WRITTEN MATERIAL HEREIN CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT, AND THE SAME MAY NOT BE DUPLICATED, USED, OR DISCLOSED WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT. 1 ISSUED FOR PERMIT 01.25.2023 Job No. Owner Approval Scale DELTA ISSUE DATEDESCRIPTION NOT FOR CONSTRUCTION SERIAL NUM./MANH. ID: VERSION: BULLETIN: 1/2 9 / 2 0 2 4 2 : 3 9 : 3 4 P M 47BACX.1220.002 2024 A00.14.1 LADBS ACCESSIBILITY GENERAL NOTES - WEST ARCADIA, CA FCID 9767 1234 S BALDWIN AVENUE ARCADIA, CA 91007-7510 - - 03-2023 CHARLOTTE 615 S. COLLEGE ST. SUITE 725 CHARLOTTE, NC 28202TEL 704-908-1540 © INTERIOR ARCHITECTS, INC., A CALIFORNIA CORPORATION.ALL DRAWINGS AND WRITTEN MATERIAL HEREIN CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT, AND THE SAME MAY NOT BE DUPLICATED, USED, OR DISCLOSED WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT. 1 ISSUED FOR PERMIT 01.25.2023 Job No. Owner Approval Scale DELTA ISSUE DATEDESCRIPTION NOT FOR CONSTRUCTION SERIAL NUM./MANH. ID: VERSION: BULLETIN: 12" = 1'-0" 1/2 9 / 2 0 2 4 2 : 3 9 : 3 5 P M 47BACX.1220.002 2024 A00.15 CALIFORNIA GREEN NOTES - WEST ARCADIA, CA FCID 9767 1234 S BALDWIN AVENUE ARCADIA, CA 91007-7510 - - 03-2023 CHARLOTTE 615 S. COLLEGE ST. SUITE 725 CHARLOTTE, NC 28202TEL 704-908-1540 © INTERIOR ARCHITECTS, INC., A CALIFORNIA CORPORATION.ALL DRAWINGS AND WRITTEN MATERIAL HEREIN CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT, AND THE SAME MAY NOT BE DUPLICATED, USED, OR DISCLOSED WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT. 1 ISSUED FOR PERMIT 01.25.2023 SHEET # SHEET A00.16 CALIFORNIA GREEN NOTESSECTION 5.408 P00.01 SHEET # P00.01 SHEET # P00.01 Job No. Owner Approval Scale DELTA ISSUE DATEDESCRIPTION NOT FOR CONSTRUCTION SERIAL NUM./MANH. ID: VERSION: BULLETIN: 12" = 1'-0" 1/2 9 / 2 0 2 4 2 : 3 9 : 3 7 P M 47BACX.1220.002 2024 A00.16 CALIFORNIA GREEN NOTES - WEST ARCADIA, CA FCID 9767 1234 S BALDWIN AVENUE ARCADIA, CA 91007-7510 - - 03-2023 CHARLOTTE 615 S. COLLEGE ST. SUITE 725 CHARLOTTE, NC 28202TEL 704-908-1540 © INTERIOR ARCHITECTS, INC., A CALIFORNIA CORPORATION.ALL DRAWINGS AND WRITTEN MATERIAL HEREIN CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT, AND THE SAME MAY NOT BE DUPLICATED, USED, OR DISCLOSED WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT. 1 ISSUED FOR PERMIT 01.25.2023 SHEET A00.10 FINISH PLAN NOTES #18 SHEET A00.31 WALL PARTITI-ON TYPES ARCHITECT ARCHITECT Job No. Owner Approval Scale DELTA ISSUE DATEDESCRIPTION NOT FOR CONSTRUCTION SERIAL NUM./MANH. ID: VERSION: BULLETIN: 12" = 1'-0" 1/2 9 / 2 0 2 4 2 : 3 9 : 3 8 P M 47BACX.1220.002 2024 A00.17 CALIFORNIA GREEN NOTES - WEST ARCADIA, CA FCID 9767 1234 S BALDWIN AVENUE ARCADIA, CA 91007-7510 - - 03-2023 CHARLOTTE 615 S. COLLEGE ST. SUITE 725 CHARLOTTE, NC 28202TEL 704-908-1540 © INTERIOR ARCHITECTS, INC., A CALIFORNIA CORPORATION.ALL DRAWINGS AND WRITTEN MATERIAL HEREIN CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT, AND THE SAME MAY NOT BE DUPLICATED, USED, OR DISCLOSED WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT. 1 ISSUED FOR PERMIT 01.25.2023 CR OS EXIT STAIR DOWN CLASS ROOM 123 EXIT MAX._ _ _ OCCUPANTS IN CASE OF FIREDO NOT USE ELEVATORUSE STAIRS ACCESSIBLE COMPLETE INTERIOR ACCESSIBLE SIGNAGE SHALL BE PROVIDED AT LOCATIONS INCLUDING BUT NOT LIMITED TO: - ROOM IDENTIFICATION - DIRECTIONAL AND INFORMATIONAL - ACCESSIBLE ENTRANCE AT MAIN ENTRY LOBBY- ELEVATOR CAB OPERATING PANEL - ELEVATOR ENTRANCE FLOOR IDENTIFICATION AT JAMB- RESTROOMS- ELEVATOR LOBBY EMERGENCY EVACUATION TACTILE EXIT SIGNS SHALL BE PROVIDED AT LOCATIONS INCLUDING BUT NOT LIMITED TO: - GRADE LEVEL EXIT DOORS "EXIT" - EXIT DOORS LEADING TO GRADE LEVEL EXIT DOORS (STAIRWELL DOORS) "EXIT STAIR DOWN" - EXIT DOORS LEADING TO GRADE LEVEL EXTERIOR EXIT "EXIT" - EXIT ACCESS DOOR LEADING FROM ROOM OR AREA WITH VISUAL EXITSIGN; "EXIT ROUTE" PROVIDE "EMERGENCY EVACUATION MAPS" AND SIGNS WHERE REQUIRED PER LOCAL JURISDICTION. ACCESSIBLE SIGNAGE SHALL BE PROVIDED AS NON-GLARE OVER CONTRASTING BACKGROUND, 1/32" RAISED CHARACTERS, TEXT HEIGHT 5/8" TO 2" AND PICTOGRAMS SHALL BE 6" HIGH MIN. MOUNTING HEIGHT MIN. 4'-0" ABOVE FINISHED FLOOR TO LOWEST BRAILLE AND MAX. 5'-0" TO BOTTOM OF HIGHEST LINE OF RAISED TEXT. MOUNT SIGNS TO LATCH SIDE OF DOOR. AT DOUBLE DOORS AT THE NEAREST WALL PREFERABLE AT THE RIGHT OF THE OPENING. SELF ILLUMINATING FLOOR LEVEL EXIT SIGNS SHALL BE PROVIDED AT "I" AND "A" OCCUPANCY. E.G. TRITIUM SELF ILLUMINATING FOR 10 YEARS, GREEN FACE, WHITE HOUSING OR SIMILAR. EXIT ROUTE ASSISTIVE LISTENING SYSTEM AVAILABLE SIGNAGE LEGEND NEW CONSTRUCTION EXIT ACCESS = LESS THAN [200'] AT B OCCUPANCY IN A NON - SPRINKLERED BUILDING COMMON PATH OF EGRESS = LESS THAN [75'] AT BOCCUPANCY IN A NON - SPRINKLERED BUILDING CARD READER EXIT / ACCESS TO EXIT EXIT SIGNAGE 1:150 BUSINESS 1:300 ACCESSORY STORAGE N.I.C. PH PANIC HARDWARE CL CIPHER LOCK FIRE EXTINGUISHER CABINETFEC-1 ANNOTATION NOTES: E - DENOTES EXISTING N - DENOTES NEW 1. CONTRACTOR SHALL FIELD VERIFY EXISTING FIRE RATED CONSTRUCTION ASSEMBLIES DENOTED IN THE DRAWINGS. CONTRACTOR SHALL NOTIFY ARCHITECT IN WRITING OF CONFLICTS BETWEEN THE AS-BUILT CONDITION AND THE DRAWINGS. PRIOR TO PROCEEDING WITH THE WORK THE CONTRACTOR SHALL SUBMIT A PROPOSAL FOR THE COST AND SCHEDULE OF UPGRADING EXISTING ASSEMBLIES DENOTED AS FIRE RATED TO A CODE COMPLIANT LEVEL. SHEET NOTES UP UP 307 SF SD VAULT 129 77 SF STORAGE 130 62 SF STORAGE 132 S B A L D W I N A V E 74 SF CPN 128 155 SF SD LOBBY 127 25 SF STORAGE 124 68 SF GENDER NEUTRAL RESTROOM 123 245 SF HALL 122 95 SF BREAK ROOM 12663 SF STAIRS 125 290 SF UCC 117 117 SF CLNB OFFICE 9 121 118 SF CB OFFICE 10 120 117 SF CB OFFICE 11 119 117 SF CB OFFICE 12 118 277 SF ATM ROOM 101 73 SF WELLNESS 103 83 SF STORAGE 104 105 SF HALL 102 47 SF STAIRS 105 134 SF SB OFFICE 1 106 134 SF SB OFFICE 2 107 135 SF ME OFFICE 3 108 136 SF ME OFFICE 4 109 132 SF CB OFFICE 5 110 132 SF CB OFFICE 6 111 131 SF CB OFFICE 7 112 148 SF CB OFFICE 8 113 38 SF JANITOR ROOM 131 232 SF WORK ROOM 116 30 SF HALL 114 333 SF CSR 115 2159 SF CENTRAL ZONE 100 2159 SF CENTRAL ZONE 100 LONGEST DIAGONAL 126' -11" EXIT SEPARATION 119' - 8" 340 OCC. MAX 39 OCCUPANTSEGRESS DOOR A MFU ENTRY 50%EMERGENCY EXIT 50% E E E E E E N N NCOMMON PATHOF EGRESS = 64'-0"EXIT ACCESS = 175'-2" PH PH CL CL CL 3'-5" 3'- 7 1 / 2 " POINT OF CHOICE 340 OCC. MAX 38 OCCUPANTSEGRESS DOOR B FEC EXIT ACCESS = 106'-0"EXIT ACCESS = 162'-6" E FEC FEC FEC N E02 30''x 48'' ACCESSIBLE E01 3'- 8 " C L R . MIN. SEPARATION BETWEEN EXITS 162' - 6" / 2 = 81' - 3" E01 PUSH PLATE ACTIVE LEAF CR(E) EXITING REQUIREMENTS EXITING REQUIREMENTS FOR BUSINESS PER 2022 CBC: COMPONENT REQUIREMENT NUMBER OF EXITS SINGLE EXIT ACCESS IF < 30 PEOPLE WITH 100' MAX. COMMON PATH OF PATH OF TRAVEL (NON-SPRINKLERED). SINGLE EXIT ACCESS FOR < 50 PEOPLE WITH 75' MAX. COMMON PATH OF TRAVEL (NON-SPRINKLERED) MAX. TRAVEL DIST.200' (NON-SPRINKLERED)TABLE 1017.2 75' (NON-SPRINKLERED) 20' (NON-SPRINKLERED) MAX. COMMON PATH MAX. DEAD END CORRIDOR TABLE 1006.2.1 1020.5 ARRANGEMENT OF EXIT ACCESS DOORS 1/2 THE DIAGONAL DISTANCE (NON-SPRINKLERED)1007.1.1 DOOR SWING DIRECTION IN THE DIRECTION OF TRAVEL > 50 PEOPLE 1010.1.2.1 DOOR SWING DIRECTION SIDE HINGED SWINGING; SLIDING DOORS ALLOWED IN BUSINESS AREAS WITH AN OCCUPANT LOAD ≤10 PEOPLE 1010.1.21010.1.2 EXCEPTION 1 AND 9 DOOR PROJECTIONS SHALL NOT REDUCE THE REQUIRED MEANS OF EGRESS BY < 1/2 DURING SWING; WHEN FULLY OPEN SHALL NOT PROJECT INTO THE MEANS OF EGRESS BY > 7" 1005.7.1 MEANS OF EGRESS WIDTH MIN. DOOR WIDTH EXIT ACCESS COMPONENT 36" IF < 50 PEOPLE; 44" IF > 50 PEOPLE 32" MIN; 36" WIDE DOORS PROVIDE 34" CLEARANCE AND MEET 32" REQUIREMENT 0.3"/PERSON STAIRS (NON-SPRINKLERED)0.2"/PERSON DOORS (NON-SPRINKLERED) TABLE 1020.3 1010.1.1 1005.3.11005.3.2 REFERENCE CODE SECTION 1006.2.1TABLE 1006.2.1 2 EXITS REQUIRED IF > 49 PEOPLE WITH 75' MAX. COMMON PATH OF TRAVEL (NON-SPINKLERED) Job No. Owner Approval Scale DELTA ISSUE DATEDESCRIPTION NOT FOR CONSTRUCTION SERIAL NUM./MANH. ID: VERSION: BULLETIN: As indicated 1/3 0 / 2 0 2 4 7 : 0 4 : 0 9 A M 47BACX.1220.002 2024 A00.20 EGRESS PLAN - FIRST FLOOR - WEST ARCADIA, CA FCID 9767 1234 S BALDWIN AVENUE ARCADIA, CA 91007-7510 - - 03-2023 CHARLOTTE 615 S. COLLEGE ST. SUITE 725 CHARLOTTE, NC 28202TEL 704-908-1540 © INTERIOR ARCHITECTS, INC., A CALIFORNIA CORPORATION.ALL DRAWINGS AND WRITTEN MATERIAL HEREIN CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT, AND THE SAME MAY NOT BE DUPLICATED, USED, OR DISCLOSED WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT. OCCUPANCY CALCULATIONS 1/4" = 1'-0"1 EGRESS PLAN - FIRST FLOOR EXIT COMPONENT SCHEDULE EXIT COMPONENT CLR. EXIT DOORWIDTH DOOR EGRESSCAPACITY FACTOR MAX OCCUPANTSALLOWED BYDOOR WIDTH TOTAL CAPACITYEGRESSCOMPONENT NO. OF OCCUPANTSEXITING EGRESS DOOR A 68"0.2 340.0 340 39 EGRESS DOOR B 68"0.2 340.0 340 38 PLUMBING FIXTURE REQUIREMENT PLUMBING FIXTURES REQUIREMENTS FOR OCCUPANT LOAD OF WATERCLOSETS LAVATORIES REQ.PROV.REQ.PROV. M F M M F M F REQ. DRINKING FOUNTAINS PROV. OCC. LACCP TABLE 422.1 OCC.URINALS REQ.PROV. F TYPE:B SERVICE SINK REQ.PROV. (SF/150) 1 2 1 1 1 11(OCC/2)2 3 1 2 2 1 HI-LO 1 M=23 F=23 1 UNISEX RESTROOM PROVIDED. 46 TOTAL BUILDING OCCUPANCY (FIRST + SECOND FLOOR):54+20= 74 TOTAL PLUMBING OCCUPANCY (FIRST + SECOND FLOOR):41.8+4.2= 46 NUMBER NAME OCCUPANCYGROUP SPACE FUNCTION AREA PLUMBINGOCCUPANCYLOADFACTOR(CPC 422.1) PLUMBINGOCCUPANTLOADCALCULATED OCCUPANTLOADFACTOR OCCUPANTLOAD 100 CENTRAL ZONE B BUSINESS 2159SF 150 14.4 150 15 101 ATM ROOM B ACCESSORYSTORAGE/MECH.EQUIPMENT 277 SF 150 1.8 300 1 102 HALL B ACCESSORYSTORAGE/MECH.EQUIPMENT 105 SF 150 0.7 300 1 103 WELLNESS B BUSINESS 73 SF 150 0.5 150 1 104 STORAGE B ACCESSORYSTORAGE/MECH.EQUIPMENT 83 SF 150 0.6 300 1 105 STAIRS B BUSINESS 47 SF 0 150 1 106 SB OFFICE 1 B BUSINESS 134 SF 150 0.9 150 1 107 SB OFFICE 2 B BUSINESS 134 SF 150 0.9 150 1 108 ME OFFICE 3 B BUSINESS 135 SF 150 0.9 150 1 109 ME OFFICE 4 B BUSINESS 136 SF 150 0.9 150 1 110 CB OFFICE 5 B BUSINESS 132 SF 150 0.9 150 1 111 CB OFFICE 6 B BUSINESS 132 SF 150 0.9 150 1 112 CB OFFICE 7 B BUSINESS 131 SF 150 0.9 150 1 113 CB OFFICE 8 B BUSINESS 148 SF 150 1.0 150 1 114 HALL B BUSINESS 30 SF 150 0.2 150 1 115 CSR B BUSINESS 333 SF 150 2.2 150 3 116 WORK ROOM B BUSINESS 232 SF 150 1.5 150 2 117 UCC B BUSINESS 290 SF 150 1.9 150 2 118 CB OFFICE 12 B BUSINESS 117 SF 150 0.8 150 1 119 CB OFFICE 11 B BUSINESS 117 SF 150 0.8 150 1 120 CB OFFICE 10 B BUSINESS 118 SF 150 0.8 150 1 121 CLNB OFFICE 9 B BUSINESS 117 SF 150 0.8 150 1 122 HALL B BUSINESS 245 SF 150 1.6 150 2 123 GENDER NEUTRALRESTROOM B BUSINESS 68 SF 150 0.5 150 1 124 STORAGE B ACCESSORYSTORAGE/MECH.EQUIPMENT 25 SF 150 0.2 300 1 125 STAIRS B BUSINESS 63 SF 0 150 1 126 BREAK ROOM B BUSINESS 95 SF 150 0.6 150 1 127 SD LOBBY B BUSINESS 155 SF 150 1.0 150 2 128 CPN B BUSINESS 74 SF 150 0.5 150 1 129 SD VAULT B ACCESSORYSTORAGE/MECH.EQUIPMENT 307 SF 150 2.0 300 2 NUMBER NAME OCCUPANCYGROUP SPACE FUNCTION AREA PLUMBINGOCCUPANCYLOADFACTOR(CPC 422.1) PLUMBINGOCCUPANTLOADCALCULATED OCCUPANTLOADFACTOR OCCUPANTLOAD 130 STORAGE B ACCESSORYSTORAGE/MECH.EQUIPMENT 77 SF 150 0.5 300 1 131 JANITOR ROOM B ACCESSORYSTORAGE/MECH.EQUIPMENT 38 SF 150 0.3 300 1 132 STORAGE B ACCESSORYSTORAGE/MECH.EQUIPMENT 62 SF 150 0.4 300 1 TOTAL:6386SF 41.8 54 PER CBC 303.1.2 SMALL ASSEMBLY SPACES THE FOLLOWING ROOMS AND SPACES SHALL NOT BE CLASSIFIED AS ASSEMBLY OCCUPANCIES:1. A ROOM OR SPACE USED FOR ASSEMBLY PURPOSES WITH AN OCCUPANT LOAD OF LESS THAN 50 PERSONS AND ACCESSORY TO ANOTHER OCCUPANCY SHALL BE CLASSIFIED AS A GROUP B OCCPANCY OR AS PART OF THAT OCCUPANCY.2. A ROOM OR SPACE USED FOR ASSEMBLY PURPOSES THAT IS LESS THAN 750 SQUARE FEET (70 M2) IN AREA AND ACCESSORY TO ANOTHER OCCUPANCY SHALL BE CLASSIFIED AS A GROUP B OCCUPANCY OR AS PART OF THAT OCCUPANCY. 1 ISSUED FOR PERMIT 01.25.2023 NO.DESCRIPTION E01 PROVIDE TACTILE EXIT SIGNAGE WITH THE WORD "EXIT" ON THE LATCH SIDE OF DOOR. REFER TO TYP. SIGNAGEDETAILS FOR MOUNTING HEIGHTS AND ADDITIONAL INFORMATION. E02 PROVIDE TACTILE EXIT SIGNAGE WITH THE WORD "EXIT ROUTE" ON THE LATCH SIDE OF DOOR. REFER TO TYP.SIGANGE DETAILS FOR MOUNTING HEIGHTS AND ADDITIONAL INFORMATION. KEYNOTES CR EXIT STAIR DOWN CLASS ROOM 123 EXIT MAX._ _ _ OCCUPANTS IN CASE OF FIREDO NOT USE ELEVATORUSE STAIRS ACCESSIBLE COMPLETE INTERIOR ACCESSIBLE SIGNAGE SHALL BE PROVIDED AT LOCATIONS INCLUDING BUT NOT LIMITED TO: - ROOM IDENTIFICATION - DIRECTIONAL AND INFORMATIONAL - ACCESSIBLE ENTRANCE AT MAIN ENTRY LOBBY- ELEVATOR CAB OPERATING PANEL - ELEVATOR ENTRANCE FLOOR IDENTIFICATION AT JAMB- RESTROOMS- ELEVATOR LOBBY EMERGENCY EVACUATION TACTILE EXIT SIGNS SHALL BE PROVIDED AT LOCATIONS INCLUDING BUT NOT LIMITED TO: - GRADE LEVEL EXIT DOORS "EXIT" - EXIT DOORS LEADING TO GRADE LEVEL EXIT DOORS (STAIRWELL DOORS) "EXIT STAIR DOWN" - EXIT DOORS LEADING TO GRADE LEVEL EXTERIOR EXIT "EXIT" - EXIT ACCESS DOOR LEADING FROM ROOM OR AREA WITH VISUAL EXITSIGN; "EXIT ROUTE" PROVIDE "EMERGENCY EVACUATION MAPS" AND SIGNS WHERE REQUIRED PER LOCAL JURISDICTION. ACCESSIBLE SIGNAGE SHALL BE PROVIDED AS NON-GLARE OVER CONTRASTING BACKGROUND, 1/32" RAISED CHARACTERS, TEXT HEIGHT 5/8" TO 2" AND PICTOGRAMS SHALL BE 6" HIGH MIN. MOUNTING HEIGHT MIN. 4'-0" ABOVE FINISHED FLOOR TO LOWEST BRAILLE AND MAX. 5'-0" TO BOTTOM OF HIGHEST LINE OF RAISED TEXT. MOUNT SIGNS TO LATCH SIDE OF DOOR. AT DOUBLE DOORS AT THE NEAREST WALL PREFERABLE AT THE RIGHT OF THE OPENING. SELF ILLUMINATING FLOOR LEVEL EXIT SIGNS SHALL BE PROVIDED AT "I" AND "A" OCCUPANCY. E.G. TRITIUM SELF ILLUMINATING FOR 10 YEARS, GREEN FACE, WHITE HOUSING OR SIMILAR. EXIT ROUTE ASSISTIVE LISTENING SYSTEM AVAILABLE SIGNAGE LEGEND NEW CONSTRUCTION EXIT ACCESS = LESS THAN [200'] AT B OCCUPANCY IN A NON - SPRINKLERED BUILDING COMMON PATH OF EGRESS = LESS THAN [75'] AT BOCCUPANCY IN A NON - SPRINKLERED BUILDING CARD READER EXIT / ACCESS TO EXIT EXIT SIGNAGE 1:150 BUSINESS 1:300 ACCESSORY STORAGE N.I.C. PH PANIC HARDWARE CL CIPHER LOCK FIRE EXTINGUISHER CABINETFEC-1 ANNOTATION NOTES: E - DENOTES EXISTING N - DENOTES NEW S B A L D W I N A V E 325 SF FILE ROOM 212 61 SF STAIRS 200 252 SF FILE ROOM 202 217 SF FILE ROOM 203 628 SF STAFF ROOM 204 91 SF RESTROOM 210116 SF W/WASHROOM 211 17 SF MECHANICAL ROOM 209 108 SF M/WASHROOM 208 55 SF RESTROOM 207 40 SF STORAGE 206 63 SF STAIRS 205 372 SF CORRIDOR 201 ROOM(SCAN NOT AVAILABLE) 112 OCC. MAX 11 OCCUPANTSSTAIR 1 * 112 OCC. MAX12 OCCUPANTSSTAIR 2 * LONGEST DIAGONAL 69' -11" EXIT ACCESS = 84'-3" EXIT SEPARATION 54' - 3" 3'- 1 1/4" COMMON PATHOF EGRESS = 46'-6" EXIT ACCESS = 175'-2" FEC N N MIN. SEPARATION BETWEEN EXITS 69'-11" / 2 = 34' - 11 1/2" N N N 1. CONTRACTOR SHALL FIELD VERIFY EXISTING FIRE RATED CONSTRUCTION ASSEMBLIES DENOTED IN THE DRAWINGS. CONTRACTOR SHALL NOTIFY ARCHITECT IN WRITING OF CONFLICTS BETWEEN THE AS-BUILT CONDITION AND THE DRAWINGS. PRIOR TO PROCEEDING WITH THE WORK THE CONTRACTOR SHALL SUBMIT A PROPOSAL FOR THE COST AND SCHEDULE OF UPGRADING EXISTING ASSEMBLIES DENOTED AS FIRE RATED TO A CODE COMPLIANT LEVEL. SHEET NOTES EXITING REQUIREMENTS EXITING REQUIREMENTS FOR BUSINESS PER 2022 CBC: COMPONENT REQUIREMENT NUMBER OF EXITS SINGLE EXIT ACCESS IF < 30 PEOPLE WITH 100' MAX. COMMON PATH OF PATH OF TRAVEL (NON-SPRINKLERED). SINGLE EXIT ACCESS FOR < 50 PEOPLE WITH 75' MAX. COMMON PATH OF TRAVEL (NON-SPRINKLERED) MAX. TRAVEL DIST.200' (NON-SPRINKLERED)TABLE 1017.2 75' (NON-SPRINKLERED) 20' (NON-SPRINKLERED) MAX. COMMON PATH MAX. DEAD END CORRIDOR TABLE 1006.2.1 1020.5 ARRANGEMENT OF EXIT ACCESS DOORS 1/2 THE DIAGONAL DISTANCE (NON-SPRINKLERED)1007.1.1 DOOR SWING DIRECTION IN THE DIRECTION OF TRAVEL > 50 PEOPLE 1010.1.2.1 DOOR SWING DIRECTION SIDE HINGED SWINGING; SLIDING DOORS ALLOWED IN BUSINESS AREAS WITH AN OCCUPANT LOAD ≤10 PEOPLE 1010.1.21010.1.2 EXCEPTION 1 AND 9 DOOR PROJECTIONS SHALL NOT REDUCE THE REQUIRED MEANS OF EGRESS BY < 1/2 DURING SWING; WHEN FULLY OPEN SHALL NOT PROJECT INTO THE MEANS OF EGRESS BY > 7" 1005.7.1 MEANS OF EGRESS WIDTH MIN. DOOR WIDTH EXIT ACCESS COMPONENT 36" IF < 50 PEOPLE; 44" IF > 50 PEOPLE 32" MIN; 36" WIDE DOORS PROVIDE 34" CLEARANCE AND MEET 32" REQUIREMENT 0.3"/PERSON STAIRS (NON-SPRINKLERED)0.2"/PERSON DOORS (NON-SPRINKLERED) TABLE 1020.3 1010.1.1 1005.3.11005.3.2 REFERENCE CODE SECTION 1006.2.1TABLE 1006.2.1 2 EXITS REQUIRED IF > 49 PEOPLE WITH 75' MAX. COMMON PATH OF TRAVEL (NON-SPINKLERED) Job No. Owner Approval Scale DELTA ISSUE DATEDESCRIPTION NOT FOR CONSTRUCTION SERIAL NUM./MANH. ID: VERSION: BULLETIN: As indicated 1/3 0 / 2 0 2 4 7 : 0 6 : 2 8 A M 47BACX.1220.002 2024 A00.21 EGRESS PLAN - SECOND FLOOR - WEST ARCADIA, CA FCID 9767 1234 S BALDWIN AVENUE ARCADIA, CA 91007-7510 - - 03-2023 CHARLOTTE 615 S. COLLEGE ST. SUITE 725 CHARLOTTE, NC 28202TEL 704-908-1540 © INTERIOR ARCHITECTS, INC., A CALIFORNIA CORPORATION.ALL DRAWINGS AND WRITTEN MATERIAL HEREIN CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT, AND THE SAME MAY NOT BE DUPLICATED, USED, OR DISCLOSED WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT. OCCUPANCY CALCULATIONS EXIT COMPONENT SCHEDULE 1/4" = 1'-0"1 EGRESS PLAN MEZZANINE EXIT COMPONENT CLR. EXIT STAIRWIDTH STAIR EGRESSCAPACITY FACTOR MAX OCCUPANTSALLOWED BYSTAIR WIDTH TOTAL CAPACITYEGRESSCOMPONENT NO. OF OCCUPANTSEXITING STAIR 1 *34"0.3 111.7 112 11 STAIR 2 *34"0.3 111.7 112 12NUMBER NAME OCCUPANCYGROUP SPACEFUNCTION AREA PLUMBINGOCCUPANCYLOAD FACTOR(CPC 422.1) PLUMBINGOCCUPANTLOADCALCULATED OCCUPANTLOADFACTOR OCCUPANTLOAD 200 STAIRS B BUSINESS 61 SF 0 150 1 201 CORRIDOR B BUSINESS 372 SF 0 150 3 202 FILE ROOM B ACCESSORYSTORAGE/MECH.EQUIPMENT 252 SF 0 300 1 203 FILE ROOM B ACCESSORYSTORAGE/MECH.EQUIPMENT 217 SF 0 300 1 204 STAFF ROOM B BUSINESS 628 SF 150 4.2 150 5 205 STAIRS B BUSINESS 63 SF 0 150 1 206 STORAGE B ACCESSORYSTORAGE/MECH.EQUIPMENT 40 SF 0 300 1 207 RESTROOM B BUSINESS 55 SF 0 150 1 208 M/WASHROOM B BUSINESS 108 SF 0 150 1 209 MECHANICALROOM B ACCESSORYSTORAGE/MECH.EQUIPMENT 17 SF 0 300 1 210 RESTROOM B BUSINESS 91 SF 0 150 1 211 W/WASHROOM B BUSINESS 116 SF 0 150 1 212 FILE ROOM B ACCESSORYSTORAGE/MECH.EQUIPMENT 325 SF 0 300 2 TOTAL:2346 SF 4.2 20 *STAIR IS AN EXIT ACCESS STAIRWAY, NOT A TRUE EXIT COMPONENT. OCCUPANT LOADS ARE TABULATED FOR COMBINATION WITH OCCUPANT LOADS ON FIRST FLOOR. SEE FIRST FLOOR EXITING DIAGRAM FOR CONTINUATION OF EXIT ACCESS ROUTE. PER CBC 303.1.2 SMALL ASSEMBLY SPACES THE FOLLOWING ROOMS AND SPACES SHALL NOT BE CLASSIFIED AS ASSEMBLY OCCUPANCIES:1. A ROOM OR SPACE USED FOR ASSEMBLY PURPOSES WITH AN OCCUPANT LOAD OF LESS THAN 50 PERSONS AND ACCESSORY TO ANOTHER OCCUPANCY SHALL BE CLASSIFIED AS A GROUP B OCCPANCY OR AS PART OF THAT OCCUPANCY.2. A ROOM OR SPACE USED FOR ASSEMBLY PURPOSES THAT IS LESS THAN 750 SQUARE FEET (70 M2) IN AREA AND ACCESSORY TO ANOTHER OCCUPANCY SHALL BE CLASSIFIED AS A GROUP B OCCUPANCY OR AS PART OF THAT OCCUPANCY. 1 ISSUED FOR PERMIT 01.25.2023 METAL STUDS PER PARTITION SCHEDULE CONTINUOUS METAL TRACK: REFER TO TYPICAL METAL FRAMING DETAILS. CONTINUOUS ACOUSTICAL SEALANT, TYP. GYPSUM WALL BOARD: IN ABSENCE OF KEVLAR PANELS, ATTACH DIRECTLY TO STUDS: REFER TO PARTITION SCHEDULE UNDERSIDE OF METAL ROOF DECK: BOTTOM FLANGE. REFER TO TYPICAL METAL FRAMING DETAILS FOR PARALLEL CONDITION. CONTINUOUS METAL DEFLECTION TRACK: REFER TO TYPICAL METAL FRAMING DETAILS. B.O. FINISHED CEILING TYP.: REFER TO RCP. BASEBOARD PER FINISH PLAN AND FINISH SCHEDULE T.O. FINISHED FLOOR: REFER TO FINISH PLAN AND FINISH SCHEDULE 6" 5/8" SCHEDULE PER 3/8" WHERE OCCURS 5/8" ACOUSTICAL BATT INSULATION KEVLAR PANELS (MAX. HEIGHT 8'-0") WHERE OCCURS: REFER TO PARTITION SCHEDULE. ATTACH TO METAL STUDS ON PUBLIC SIDE OF PARTITION. F.R.T. SHIM / BLOCKING, TYP. AS REQUIRED ABOVE KEVLAR PANELS, WHERE OCCURS: REFER TO PARTITION SCHEDULE NOTE:-* DENOTES GYP. BOARD ON ONE SIDE ONLY-K DENOTES KEVLAR PANEL BETWEEN STUDS AND GYP. BOARD METAL STUDS PER PARTITION SCHEDULE CONTINUOUS METAL TRACK: REFER TO TYPICAL METAL FRAMING DETAILS. CONTINUOUS ACOUSTICAL SEALANT, TYP. UNDERSIDE OF METAL ROOF DECK: BOTTOM FLANGE. REFER TO TYPICAL METAL FRAMING DETAILS FOR PARALLEL CONDITION. CONTINUOUS METAL DEFLECTION TRACK: REFER TO TYPICAL METAL FRAMING DETAILS. B.O. FINISHED CEILING TYP., WHERE OCCURS. REFER TO RCP. BASEBOARD PER FINISH PLAN AND FINISH SCHEDULE T.O. FINISHED FLOOR: REFER TO FINISH PLAN AND FINISH SCHEDULE 5/8" SCHEDULE PER 3/8" WHERE OCCURS 5/8" ACOUSTICAL BATT INSULATION CONTINUOUS ACOUSTICAL SEALANT, TYP. PROVIDE ACOUSTICAL BATT INSULATION BETWEEN DECK FLUTES GYPSUM WALL BOARD: IN ABSENCE OF KEVLAR PANELS, ATTACH DIRECTLY TO STUDS: REFER TO PARTITION SCHEDULE. AT HEAD TRACK, SCRIBE TO FIT GAPS BETWEEN DECK FLUTES W/ 1/2" MAX. GAP FOR SEALANT, TYP. DO NOT FASTEN TO DEFLECTION TRACK. KEVLAR PANELS (MAX. HEIGHT 8'-0") WHERE OCCURS: REFER TO PARTITION SCHEDULE. ATTACH TO METAL STUDS ON PUBLIC SIDE OF PARTITION. F.R.T. SHIM / BLOCKING, TYP. AS REQUIRED ABOVE KEVLAR PANELS, WHERE OCCURS: REFER TO PARTITION SCHEDULE NOTE:-* DENOTES GYP. BOARD ON ONE SIDE ONLY-K DENOTES KEVLAR PANEL BETWEEN STUDS AND GYP. BOARD-T DENOTES CERAMIC TILE Job No. Owner Approval Scale DELTA ISSUE DATEDESCRIPTION NOT FOR CONSTRUCTION SERIAL NUM./MANH. ID: VERSION: BULLETIN: 3" = 1'-0" 1/2 9 / 2 0 2 4 2 : 4 0 : 0 7 P M 47BACX.1220.002 2024 A00.31WALL PARTITION TYPES - WEST ARCADIA, CA FCID 9767 1234 S BALDWIN AVENUE ARCADIA, CA 91007-7510 - - 03-2023 CHARLOTTE 615 S. COLLEGE ST. SUITE 725 CHARLOTTE, NC 28202TEL 704-908-1540 © INTERIOR ARCHITECTS, INC., A CALIFORNIA CORPORATION.ALL DRAWINGS AND WRITTEN MATERIAL HEREIN CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT, AND THE SAME MAY NOT BE DUPLICATED, USED, OR DISCLOSED WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT. PARTITIONTYPE MARK FRAMING MAXDEFLECTION ATTENTHK MAX HT. FIRE RTG TESTEDASSEMBLY STC RTGSSMA # DEPTH SPACING A1 362S125-33 3 5/8" 16" O.C. L/240 3 1/2" 17' - 5"--- A2*362S125-33 3 5/8" 16" O.C. L/240 3 1/2" 16' - 0"--- 3" = 1'-0"1 PARTITION TYPE 'A'3" = 1'-0"2 PARTITION TYPE 'B' PARTITIONTYPE MARK FRAMING MAXDEFLECTION ATTENTHK MAX HT.FIRERTG TESTEDASSEMBLY STC RTGSSMA # DEPTH SPACING B 362S125-33 3 5/8" 16" O.C. L/240 3 1/2" 17' - 5" - -- 1. PROVIDE BLOCKING IN WALLS FOR ARTWORK HANGING. COORDINATE WITH ART VENDOR FOR LOCATIONS.2. STAGGER GYPSUM WALL BOARD SEAMS BETWEEN DOUBLE LAYERS OF DRYWALL.3. INSTALL JUNCTION BOXES SERVING OPPOSITE SIDES OF A PARTITION IN SEPARATE STUD CAVITIES. SHEET NOTES 1 ISSUED FOR PERMIT 01.25.2023 OPEN OPEN WOOD DECK AS OCCURS DOUBLE STUDS AT ALL JAMBS, TYP. OPENING WHERE VERTICAL STUD CONTINUITY IS INTERRUPTED ANCHOR EACH SIDE AT DOUBLE STUD, TYPICAL DIAGONAL BRACING OPEN SIM. 3 A00.32 ________________10 A00.32 ________________5 A00.32________________4 A00.32 ________________ 7 A00.32 ________________6 A00.32 ________________ 9 A00.32 ________________ 9 A00.32 ________________ 3 A00.32________________ A00.32 2 2" MIN. 2" MIN. CUT FLANGES OF TRACK, BEND WEB USE2 - #10 SCREWS STANDARD HORIZ. TRACK TO MATCH SIZE OF STUDS. USE 18 GA. FOR OPENINGS TO 3'-0" USE 16 GA. FOR OPENINGS 3'-0" TO 5'-0". SEE DETAIL 13/- FOR OPENINGS 5'-0"-8'-0" DOUBLE VERT. STUD @ EACH END OF OPENING SEE DETAIL 12/- OPENTOBEYOND STANDARD HORIZ. TRACK TO MATCH SIZE OF STUDS. USE 18 GA. FOR OPENINGS TO 3'-0" USE 16 GA. FOR OPENINGS 3'-0" TO 5'-0". SEE DETAIL 13/- FOR OPENINGS 5'-0"-8'-0" BRACING PERPENDICULAR TO JOISTS BRACING PARALLEL TO JOISTS EXISTING PLYWOOD SHEATHING EXISTING WOOD TRUSSES OR JOISTS LAP BRACE WITH EXISTING JOISTFASTEN TO TOP CHORD WITH (3) #10 WOOD SCREWS WITH MIN. 1-1/2" EMBED BRACE TO MATCH STUD SIZE TO INTERIOR PARTITIONBRACING AT 4' - 0" O.C. MAX IN ALTERNATING DIRECTIONS EXISTING PLYWOOD SHEATHING EXISTING OPEN WEB WOOD JOIST LAP BRACE WITH BLOCKINGFASTEN WITH (3) #10 WOOD SCREWS WITH MIN. 1-1/2" EMBED BRACE TO MATCH STUD SIZE TO INTERIOR PARTITIONBRACING AT 4' - 0" O.C. IN ALTERNATING DIRECTIONS 2 X DF BLOCKINGCENTER OVER EACH BRACE 2 X TO TOP CHORD WITH (2) ROWS OF (2) #10 WOOD SCREWS WITH MIN. 1-1/2" EMBED, TYP. PARTITION PERPENDICULAR TO JOISTS PARTITION PARALLEL TO JOISTS EXISTING WOOD TRUSSES OR JOISTS #8 WOOD SCREW EACH SIDELOCATE AT CENTER OF SLOT EXISTING PLYWOOD SHEATHING EXISTING OPEN WEB WOOD JOIST #8 WOOD SCREWS @C.L OF EACH EXISTING TRUSS BOTTOM CHORD WITH MIN. 1-1/2" EMBED. CONTINUOUS 43 MIL, (33 KSI) TOP TRACKFOR 0' - 15' HIGH WALLTRACK TO MATCH STUD WIDTH, PROVIDE LONG SLOTTED HOLE PER ELEVATION. STUDS PER ARCHITECTURAL FLOOR PLAN 1- 1 / 4 " G A P , T Y P . T. O . S T U D T O S C R E W 3/ 8 " M I N . NOTE: CONFIRM DEFLECTION OF STRUCTURE ABOVE IS < 1-1/4"WALL FINISHES PER FINISH PLAN 2 X TO TOP CHORD WITH (2) ROWS OF (2) #8 WOOD SCREWS WITH MIN. 1-1/2" EMBED, TYP. #8 WOOD SCREWS @C.L OF NEW 2X BLOCKING WITH MIN. 1-1/2" EMBED. EQ EQ EQ EQ #8 WOOD SCREW EACH SIDELOCATE AT CENTER OF SLOT STUDS PER ARCHITECTURAL FLOOR PLAN WALL FINISHES PER FINISH PLAN CENTER SCREW IN VERTICAL SLOT 2 3 / 4 " PROVIDE 2-3/4" SLOT FOR VERTICAL MOVEMENT ELEVATION OF SLOTTED TRACK HEAD CONDITION DEFLECTION TRACK DETAIL @ PARTITION SILL CONDITION TYP-METAL STUD TO FLOOR SLAB CONNECTION #10 TEK SCREWS, TYPICAL EACH SIDE OF TRACK FLOOR SLAB 0.145" DIA. POWDER ACTUATED FASTENERS AT 16" O.C. 1-1/8" MIN. PEN., U.O.N. FOR INTERIOR STUDS CONTINUOUS 43 MIL(33 KSI) TOP TRACK #10 S.M.S, TYPICAL EACH SIDE OF TRACK EXISTING PLYWOOD SHEATHING EXISTING JOIST #8 WOOD SCREWS @ C.L. OF EACH EXISTING JOIST (@24" MAX) WITH MIN. 1-1/2" EMBED UNDERSIDE OF EXISTING STRUCTURE PERPENDICULAR TO JOISTS EXISTING JOIST #8 WOOD SCREWS (@24" MAX) WITH MIN. 1-1/2" EMBED CONTINUOUS 362S162-33 STRONGBACK WITH (3) #10 TO EACH STUD, TYP. PARALLEL TO JOISTS 2 X TO TOP CHORD WITH (2) ROWS OF (2) #8 WOOD SCREWS WITH MIN. 1-1/2" EMBED, TYP. FULL HEIGHT DOUBLE STUDS @ EACH END OF OPENING, SEE DETAIL 12/-3'-5/8" OR 6" WALL THICKNESS 2" X 2" X 16 GA. SHEET METAL ANGLE WITH (2) #10 SCREWS EACH LEG AT EACH END OF SILL MIN. 18 GA. UP-TURNED STUD NESTED WITH MIN. 18 GA. RUNNER CHANNEL (2) #10 SCREWS AT 16" O.C. RUNNER CHANNEL TO MATCH SIZE AND GAUGE OF WALL FRAMING 2" X 2" X 16 GA. SHEET METAL ANGLE WITH (2) #10 SCREWS EACH LEG AT EACH END OF BOX BEAM, TOP & BOTTOM VERTICAL STUDS PER SCHEDULE RUNNER CHANNEL TOP & BOTTOM TO MATCH SIZE AND GAUGE OF WALL FRAMING #10 SCREWS @16" O.C. ALONG FULL LENGTH OF BOX BEAM OPENING ROUGH OPENING WIDTH HEADER SCHEDULE VERTICAL TRACK HORIZONTAL TRACKBASED ON MAXIMUM 15'-0" CLEAR HEIGHT 0'-0" TO 4'-0"4'-1" TO 8'-0"8'-1" TO 13'-0" 18'-7" TO 21'-6"13'-1" TO 18'-6" NONE(2) - 600S125-30(2) - 600S162-43 (2) - 1000S162-54 (2) - 800S162-54 (1) - 362T125-30 MIN(2) - 362T125-30(2) - 362T125-54 (2) - 600T150-54* (2) - 600T125-54* *DENOTES 6" MINIMUM THICK WALL SEE DETAIL 5/A00.32 FOR ATTACHMENT TO STRUCTURE ABOVE #10 S.M.S. SCREWS, TYPICAL EACH SIDE OF TRACK BOTTOM OF EXISTING STRUCTURE 16 GA. TRACK (TYP. TOP AND BOTTOM) 45 DEG. ANGLE BRACE @4'-0" ALTERNATING DIRECTIONS USE SAME SIZE AND GA. AS VERTICAL STUDS. (2) #10 SCREWS EACH END OF DIAGONAL BRACE. #10 S.M.S. SCREWS, TYPICAL EACH SIDE OF TRACK 16 GA. TRACK (TYP. TOP AND BOTTOM) INTERIOR WINDOW OR DOOR OPENING WHERE OCCURS SEE DETAIL 7/- FOR CONNECTION TO STRUCTURE ABOVE OPENING HEAD CONDITION HEAD CONDITION AT DECK ABOVE. FOR CONNECTIONS TO STRUCTURE ABOVE REFER TO DETAIL 5/A00.32 SEE BOX BEAM - DETAIL 1/A00.32 HEAD CONDITION AT DECK ABOVEFOR CONNECTIONS TO STRUCTURE ABOVE REFER TO DETAIL 4/A00.32 BOTTOM OF EXISTING STRUCTURE #10 TEK SCREWS, TYPICAL EACH SIDE OF TRACK SEE DETAIL 5/A00.32 FOR ATTACHMENT TO STRUCTURE ABOVE 16 GA. TRACK 3-5/8" X 20 GA. METAL STUDS AT 16" O.C. WITH DIAGONAL BRACE @ 4'-0" O.C., STAGGERED METAL STUDS LAP AND ALIGN AS INDICATED (4) #10 S.M.S. (2) #10 S.M.S. EACH LEG AND EACH STUD L4 X 4 X 16 GA. CONT. SEE DETAIL 4/A00.32- FOR ATTACHMENT TO STRUCTURE ABOVE HORIZONTAL RUNNER CHANNEL BELOW OR LINTEL WHERE OCCURS JAMB STUDS AT EACH END OF OPENING - PER SCHEDULE WHERE OCCURS: L2 X 2 X 16 GA. W/ (2) #10 S.M.S EACH LEG, TYP.AT TOP AND BOTTOM CONNECTIONS EACH END OF BOX BEAM OPENING WIDTH JAMB STUD SCHEDULE JAMB @ 3 5/8" WALL JAMB @ 6" WALL 0'-0" TO 4'-0" 4'-1" TO 8'-0" 8'-1" TO 13'-0" 18'-7" TO 21'-6" 13'-1" TO 18'-6" (2) - 362125-30 (2) - 362125-33 (2) - 362S162-54 (2) - 362S162-43 (2) - 600125 - 30 (2) - 600125 - 30 (2) - 600125 - 43 (2) - 600S125 - 43 (2) - 600S125 - 43 1/16 1 1/2-121/16 1 1/2-12 (2) - 362S162-43 BRACE FASTENED TO TOP TRACK w/ (4) TYPE S-12 PAN HEAD SCREWS CEILING AS SCHEDULED 20 GA. STEEL STUDS @ 48" O.C. MAX IN ALTERNATING DIRECTIONS 18GA L SHAPED CLIP STUDS (SIZE AND GA.) SAME AS VERT. PARTITION SCHEDULED TOP TRACK REFER TO DETAIL 4/A00.32 FOR CONNECTION OF BRACE TO EXISTING WOOD STRUCTURE ABOVE PLAN SECTION PLAN SECTION ISOMETRIC TYPICAL PARTITION BACKING FOR OBJECTS UNDER 25 LBS. PER LINEAL FOOT TYPICAL PARTITION BACKING FOR WALL-MOUNTED OBJECTS WITH MAXIMUM VERTICAL LOAD OF 100 LBS. PER LINEAL FOOT OR 250 LBS POINT LOAD NOTE:1. COORDINATE BACKING PLATE LOCATION WITH ACESSORY MANUFACTURER'S MOUNTING INSTRUCTIONS.2. SEE STRUCTURAL DRAWINGS FOR PARTITION BLOCKING AND/OR FRAMING FOR HEAVIER LOADS.3. PROVIDE PARTITION BACKING AT ITEMS SUCH AS SHELVING, MILLWORK, WALL-MOUNTED RESTROOM FIXTURES, HANDRAILS, BRAG BARS, SIGNAGE, TOILET ACCESSORIES, ETC. AS REQUIRED FOR PROPER ATTACHMENT AND AS REQUIRED BY THE CONTRACTOR. PARTITION 16 GA. X 4" WIDE SHEET METAL. SECURE TO VERTICAL FRAMING WITH (2) #10 SCREWS PER STUD WALL-MOUNTED UNIT CONTINUOUS CLEAT AT WALL-MOUNTED UNITS (ALIGN WITH CENTER OF BACKING PLATE) 6" X 16 GA. UN-PUNCHED SHEET METAL TRACK. NOTCH LEGS AT VERTICAL FRAMING MEMBERS AND ATTACH WITH (3) #10 SCREWS AT EACH STUD (TWO STUDS MINIMUM) EXTEND MINIMUM 6" BEYOND POINTS OF CONNECTION MINIMUM (2) 16 GA. METAL STUDS PER BACKING PLATE WALL-MOUNTED UNIT PARTITION AS SCHEDULED CONTINUOUS CLEAT AT WALL-MOUNTED UNITS (ALIGN WITH CENTER OF BACKING PLATE) 6" X 16 GA. UN-PUNCHED SHEET METAL TRACK. NOTCH LEGS AT VERTICAL FRAMING MEMBERS AND ATTACH WITH (3) #10 SCREWS AT EACH STUD (TWO STUDS MINIMUM) EXTEND MINIMUM 6" BEYOND POINTS OF CONNECTION MIN. (2) 16 GA. STUDS PER BACKING PLATE PROVIDE ADDITIONAL SHEET METAL BACKING AT UPPER CABINETS, SHELVES, ETC. AS REQUIRED 4" 6" Job No. Owner Approval Scale DELTA ISSUE DATEDESCRIPTION NOT FOR CONSTRUCTION SERIAL NUM./MANH. ID: VERSION: BULLETIN: As indicated 1/2 9 / 2 0 2 4 2 : 4 0 : 0 9 P M 47BACX.1220.002 2024 A00.32 TYP. STUD AND FRAMING DETAILS - WEST ARCADIA, CA FCID 9767 1234 S BALDWIN AVENUE ARCADIA, CA 91007-7510 - - 03-2023 CHARLOTTE 615 S. COLLEGE ST. SUITE 725 CHARLOTTE, NC 28202TEL 704-908-1540 © INTERIOR ARCHITECTS, INC., A CALIFORNIA CORPORATION.ALL DRAWINGS AND WRITTEN MATERIAL HEREIN CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT, AND THE SAME MAY NOT BE DUPLICATED, USED, OR DISCLOSED WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT. 3/8" = 1'-0"1 TYPICAL INTERIOR PARTITION FRAMING ELEVATION3" = 1'-0"2 LINTEL AND SILL ELEVATION - OPENINGS UP TO 5'-0" 3" = 1'-0"4 PARTIAL HEIGHT PARTITION BRACING AT OPEN WEB WOOD JOIST 3" = 1'-0"5 FULL HEIGHT PARTITION ATTACHMENT AT OPEM WEB WOOD 3" = 1'-0"3 INTERIOR FULL HEIGHT FRAMING - HEAD AND SILL ATTACHMENTS TO EXISTINGSTRUCTURE 3" = 1'-0"6 VERTICAL SECTION AT OPENINGS W/BOX BEAM 3" = 1'-0"7 HEAD SECTION FOR SPANS GREATER THAN 8'-0" 3" = 1'-0"8 DECK SUPPORTED CEILING & SOFFIT FRAMING 3" = 1'-0"9 DOUBLE STUD PLAN SECTION AT OPENINGS 3" = 1'-0"10 CEILING HEIGHT PARTITION BRACE CONNECTION (WOOD FRAMING) 3" = 1'-0"11 PARTITION BACKING PLATE 1 ISSUED FOR PERMIT 01.25.2023 Job No. Owner Approval Scale DELTA ISSUE DATEDESCRIPTION NOT FOR CONSTRUCTION SERIAL NUM./MANH. ID: VERSION: BULLETIN: 1/2 9 / 2 0 2 4 2 : 4 0 : 1 0 P M 47BACX.1220.002 2024 A00.40 EQUIPMENT, FINISH AND MILLWORK SCHEDULES - WEST ARCADIA, CA FCID 9767 1234 S BALDWIN AVENUE ARCADIA, CA 91007-7510 - - 03-2023 CHARLOTTE 615 S. COLLEGE ST. SUITE 725 CHARLOTTE, NC 28202TEL 704-908-1540 © INTERIOR ARCHITECTS, INC., A CALIFORNIA CORPORATION.ALL DRAWINGS AND WRITTEN MATERIAL HEREIN CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT, AND THE SAME MAY NOT BE DUPLICATED, USED, OR DISCLOSED WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT. WALL BASE SHOULD NOT CONTINUE BEHIND AND OVER FIXED BUILT-IN MILLWORK/ EQUIPMENT. EQUIPMENT SCHEDULE FINISH SCHEDULE NUMBER DESCRIPTION MANUF/ MODEL NO.DIMENSION NOTES ORDEREDBY INSTALLED BY 2. EQUIPMENT BY SECURITY VENDOR 61 HOLD UP BUTTON DMP 1142-B 1.6"W X 3.3"L X 1.2"H WIRELESS 2 BUTTON TRANSMITTER; COLOR: BLACK PJM SECURITAS 62 ROBBERY LIGHT DMP 572 2.75"W X 4.5"H POLYCARBONATE INDICATOR LED WITH STAINLESS STEEL MOUNTING PLATE PJM SECURITAS 100 CARD READER PARABIT 200-10095 (MMR)--PJM SECURITAS 3. EQUIPMENT BY TECHNOLOGY VENDOR/ BANK 09 WALL CLOCK STAPLES #32436 10" DIA BLACK BEZEL AND WHITE FACE. REQUIRES AA BATTERY.PJM GC/PJM 10 CPU, KEYBOARD, MOUSE HP PRO DESK 600 SFF --TECHNOLOGY HP/TPM 11 FLAT SCREEN MONITOR --ENERGY STAR GOLD TECHNOLOGY HP/TPM 14 COUNTER COPIER/FAX HP M527 20.3"W X 21.6"D X 28.2"H INCLUDES CE530A 500 SHEET ACCESSORY TECHNOLOGY HP/TPM 22 PRINTER M507DN --TECHNOLOGY HP/TPM 23 CORDLESS PHONE CISCO CP-7920 2.1"W X 1"D X 5"H BACK TELLER LINE TECHNOLOGY BLACKBOX 24 PHONE CISCO CP-7960 10.5"W X 6.0"D X 8.2"H COLOR: BLACK TECHNOLOGY BLACKBOX 64 PURELL HAND SANITIZER GOJO PURELL FMX-12 DISPENSER 6.125" X 5.125"D X 10.625"H COLOR: WHITE PJM GC/PJM 71 CREDIT CARD TERMINAL FIRST DATA FD50TI 3.7"W X 7.8"D X 3.5"H --- 107 TRASH CAN - WELLNESS ROOM HONEY CAN DO 3.2 GAL S.S. OVAL STEP TRASH CAN,ITEM #985602, MODEL #TRS-01447 11.75"W X 10.12"D X 15.37"H COLOR: SILVER, STAINLESS STEEL. SUPPLIED BY RDX -- 108 SOUND MACHINE PURE ENRICHMENT WAVE SLEEP THERAPY;PESLEEP-W/853975005477 11.75"W X 10.12"D X 15.37"H COLOR: SILVER, STAINLESS STEEL. SUPPLIED BY RDX GC GC 4. EQUIPMENT BY CONTRACTOR 03 COAT HOOKS REFER TO SPECIFICATIONS SECTION 12 90 00 -COAT RACK WITH 3 HOOKS ON BAR. 2 BARS AND 6 HOOKS IN TOTAL GC GC Finish Code Description Vendor Contact Ordered By Installed By CARPET (BAC PROPRIETARY) CPT-10 SCAPE ONE WITH POWERBOND ETHOS CUSHION - BY TARKET (6'-0" ROLLED) CATALOG NUMBER - 113963843-80A PJM TO REACH OUT TO CENTRAL EMAIL: BOACONTRACT@TARKETT.COM PJM TARKETT CERAMIC TILE (BAC PROPRIETARY) CT-12C COVE BASE: 6" X 3" DALTILE: COLOR WHEEL COLLECTION - CLASSIC. 5/16" THICK COVE BASE, MATTE DESERT GRAY (X714) / GROUT (G-9) 1/8" THICKNESS: MAPEI,COLOR:PEWTER #2 "PJM TARKETT CT-14 FIELD TILE: 12"x24" KAREN PEARSE: BADAC 3/8" THICK TILE,EVEREST DARK MATTE/ GROUT (G-10) 1/8" THICKNESS: LATICRETE, COLOR: STERLING SILVER 78 PJM TO REACH OUT TO CENTRAL EMAIL: BOACONTRACT@TARKETT.COM PJM TARKETT CT-16 FIELD TILE: 12"x12" DALTILE: VOLUME 1.0. 5/16" THICK TILE, MATTE STEREO GRAY VL73/ GROUT (G-9) 1/8" THICKNESS, COLOR: PEWTER PJM TO REACH OUT TO CENTRAL EMAIL: BOACONTRACT@TARKETT.COM PJM TARKETT VINYL COMPOSITION TILE VCT-2 TARKETT: 12" X 12" VINYL COMPOSITION TILE, 602 STONE GREY QUARTZ COLORWAY; QUARTER TURNED PATTERN INSTALLATION PJM TO REACH OUT TO CENTRAL EMAIL: BOACONTRACT@TARKETT.COM PJM TARKETT WALL BASE B-11 TARKETT/ JOHNSONITE MANDALAY SERIES MW-XX-H WALL BASE, RUBBER, 4 1/2" x 3/8", #82 BLACK PEARL PJM TO REACH OUT TO CENTRAL EMAIL: BOACONTRACT@TARKETT.COM PJM TARKETT B-12 TARKETT/ JOHNSONITE BASEWORKS THERMOSET RUBBER WALL BASE, RUBBER, 4" x 1/8", #TG3 IRON MOUNTAIN "PJM TARKETT PAINT P-15 BENJAMIN MOORE ULTRA SPEC 500; EGGSHELL FINISH FOR WALLS, SEMI-GLOSS FINISH FOR DOORS/FRAMES, FLAT FINISH FOR CEILINGS. COLOR: SUPER WHITE (OC-152).REFER TO LOCAL REP. WWW.BENJAMINMOORE.COM/EN-US GC GC P-17 BENJAMIN MOORE ULTRA SPEC 500; EGGSHELL FINISH FOR WALLS. COLOR: CHARCOAL SLATE (HC-178)."GC GC P-19 BENJAMIN MOORE ULTRA SPEC 500; EGGSHELL FINISH FOR WALLS. COLOR: MYSTERIOUS (AF-565)."GC GC WALLCOVERING WC-2 GLASS FIBER REINFORCED PLASTIC PANEL; COLOR: WHITE; FINISH: GELCOATED, MOLDED PEBBLE TEXTURE - WC-20 WHITE - SATIN, DIMENSIONAL EFFECT. PREP WALL WITH BM FRESH START HIGH HIDING ALL PURPOSE PRIMER TINTED WITH P-15 PAINT.DARYL SLADEK, 815.726.3288, DARYL@GPI920.COM PJM GPI LAMINATES PL-7 WILSONART LAMINATE, DESIGNER WHITE, MATTE (#D354-60)"GC GC PL-18HW WILSONART LAMINATE, PRESSED LINEN, MATTE (#4991-60 HW)RICHELLE SIGAFOOS, 215.219.1133,SIGAFOR@WILSONART.COM GC GC ACOUSTICAL CEILING TILE ACT-4 ARMSTRONG CALLA; #2824, 24" X 24" X 1", WHITE; SQUARE TEGULAR 9/16"; CEILING GRID: SUPRAFINE ML 9/16" EXPOSED TEE -GC GC ACT-5 ARMSTRONG ULTIMA; 24" X 48" X 3/4", WHITE ; MODEL 1914. LOCATION: BOH -GC GC GLAZING FILM FF-2 SPECIALIST OFFICE GLAZING FILM DARYL SLADEK, 815.726.3288, DARYL@GPI920.COM. TO BE PROVIDED AND INSTALLED BY GPI ONLY. PJM GPI SS-M-G SPECIALIST OFFICE REMOVABLE SIGNAGE DARYL SLADEK, 815.726.3288, DARYL@GPI920.COM. TO BE PROVIDED AND INSTALLED BY GPI ONLY. PJM GPI WALK-OFF MAT WM-01 REESE PERFEC MAT/RUBBER HINGE/ TREAD RAILS: ANODIZED ALUMINUM, CLEAR/ POLYPROPYLENE BRUSH, GRAY/SQUARE VINYL EDGE,BLACK. 10'-0" LENGTH MINIMUM BARTLEY SALES COMPANY, 952.929.0001 PJM TARKETT 1 ISSUED FOR PERMIT 01.25.2023 FUNCTION STATEMENTS FROM EXTERIOR - LOCKED CONDITION AFTER HOURS: ATM DOORS: ACCESS VIA VALID CARD WHICH UNLOCKS EXIT DEVICE ON ATM DOORS. CUSTOMERS PULL TRIM FOR [ELECTRICAL] ENTRANCE. FROM EXTERIOR - UNLOCKED CONDITION DURING BUSINESS HOURS: ATM DOORS: PARABIT CONTROLLER HOLDS DOORS UNLOCKED ON A TIME SCHEDULE. CUSTOMERS PULL TRIM FOR [ELECTRICAL] ENTRANCE. FROM INTERIOR: ATM DOORS: FREE EGRESS AT ALL TIMES VIA THE INSIDE DUMMY TOUCH BAR OR BY DEPRESSING THE PUSH TO EXIT BUTTON. SECURE LOCKDOWN FROM INTERIOR DURING BUSINESS HOURS: ATM DOORS: IN THE EVENT OF AN EMERGENCY, BANK ASSOCIATE USES A KEY TO OPERATE THE INTERIOR KEYSWITCH WHICH WILL OVERRIDE THE ACCESS SYSTEM AND SECURE TEH DOOR (RED LED). EGRESS WILL STILL BE ALLOWED. AFTER THE EVENT, ASSOCIATE USES A KEY TO OPERATE THE KEYSWITCH AND THE DOOR WILL RESUME OPERATION UNDER PARABIT CONTROLLER SYSTEM (GREEN LED). EVACUATION LOCKDOWN FROM EXTERIOR DURING BUSINESS HOURS: ATM DOORS: IN THE EVENT OF AN EMERGENCY, BANK ASSOCIATE TO USE INTERIOR KEYSWITCH WHICH WILL OVERRIDE THE ACCESS SYSTEM AND SECURE THE DOORS (RED LED). EGRESS WILL STILL BE ALLOWED AND ASSOCIATE WILL EXIT THROUGH SINGLE DOOR. AFTER EVENT, ASSOCIATE WILL ENTER THE BANK BY OPERATING THE EXTERIOR KEYSWITCH WHICH UNLOCKS THE DOORS FOR 10 SECONDS. AFTER ENTERING THE BANK, ASSOCIATE TO OPERATE THE INTERIOR KEYSWITCH AND DOORS WILL RESUME OPERATION UNDER PARABIT CONTROLLER SYSTEM (GREEN LED). SOLID CORE PAINT GRADE WOOD HOLLOW METAL FRAME TYPE A1 PEEP SCOPE WHERE NOTED IN SCHEDULE 3' - 7 " M A X . 5' - 0 " EQ EQ 2"SEE SCHEDULE 2" 2" SE E D O O R S C H E D U L E 2 A00.50 ________________ 1 A00.50________________ BOXED HEADER SCHEDULED PARTITION METAL CLIP HOLLOW METAL FRAME SCHEDULED DOOR 2" 5/8" 2" VARIES 1 1/2" 1/2"1/2" DOUBLE STUDS HOLLOW METAL FRAMEMETAL ANCHOR SCHEDULED DOOR SCHEDULED PARTITION 1/2"1/2" 5/8" 2" 2"VARIES 1 1/2" SINGLE PAINT GRADEBULLET RESISTANT SOLID CORE WOOD DOORHOLLOW METAL FRAME TYPE I 2" SEE SCHEDULE 2" 2" SEE DOOR SCHEDULE 4 A00.50 ________________ ANCHORS 4 1/2'' X 4 1/2'' BALLBEARING HINGES UL LISTED LEVEL-2FIBERGLASS (BULLET RESISTANT) TELLER AREA CORRIDOR 16 GA. PRIME PAINTED STEEL KD FRAME SHIMS Job No. Owner Approval Scale DELTA ISSUE DATEDESCRIPTION NOT FOR CONSTRUCTION SERIAL NUM./MANH. ID: VERSION: BULLETIN: As indicated 1/2 9 / 2 0 2 4 2 : 4 0 : 1 3 P M 47BACX.1220.002 2024 A00.50 DOOR TYPES, DOOR SCHEDULE AND HARDWARE - WEST ARCADIA, CA FCID 9767 1234 S BALDWIN AVENUE ARCADIA, CA 91007-7510 - - 03-2023 CHARLOTTE 615 S. COLLEGE ST. SUITE 725 CHARLOTTE, NC 28202TEL 704-908-1540 © INTERIOR ARCHITECTS, INC., A CALIFORNIA CORPORATION.ALL DRAWINGS AND WRITTEN MATERIAL HEREIN CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT, AND THE SAME MAY NOT BE DUPLICATED, USED, OR DISCLOSED WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT. DOOR SCHEDULE DOOR HARDWARE SCHEDULE DOOR TYPES DOOR DETAILS GENERAL NOTES SECURITY AT EXTERIOR ENTRY DOORS PUSH PLATE ASSEMBLY DOOR FRAME ASSEMBLYRATING HARDWARESET NOTES FURNISHED BY INSTALLED BYNO. LOCATION TYPE DIMENSIONS MATERIAL MATERIAL FINISH FIRE RATINGWIDTH HEIGHT THICKNESS 102 HALL A1 3' - 0" 8' - 0" 1 3/4"WOOD HOLLOW METAL PAINT - 11B PROVIDE DOOR PEEP SCOPE TO BE VIEWED FROM HALL #102 DIRECTION.GC GC 103 WELLNESS A1 3' - 0" 7' - 0" 1 3/4"WOOD HOLLOW METAL PAINT -16 PROVIDE PRIVACY TYPE LOCK. PROVIDE 3/4" UNDERCUT AT DOOR LEAF. REFER TOMECHANICAL DRAWINGS.GC GC 104 STORAGE A1 3' - 0" 7' - 0" 1 3/4"WOOD HOLLOW METAL PAINT -10 PROVIDE STOREROOM TYPE LOCK.GC GC 114 CSR A1 3' - 0" 7' - 0" 1 3/4"WOOD HOLLOW METAL PAINT -11 PROVIDE DOOR PEEP SCOPE TO BE VIEWED FROM CSR #114 DIRECTION (NON SECURE SITES) GC GC 128 CPN A1 3' - 0" 7' - 0" 1 3/4"WOOD HOLLOW METAL PAINT -11 PROVIDE DOOR PEEP SCOPE TO BE VIEWED FROM CPN #128 GC GC E100 CENTRAL ZONE EXISTING 6' - 0" 7' - 0" EXISTING ALUMINUM/GLASS ALUMINUM EXISTING - AL-2C PROVIDE ADDITIONAL HARDWARE PER HARDWARE SET FOR AUTOMATIC PUSH BUTTON DOOROPENER. CONNECT EXISTING CARD READER TO NEW AUTOMATIC PUSH BUTTON DOOR OPENER.REFER TO GENERAL NOTES AND ACCESSIBILITY NOTES SHEET FOR PUSH BUTTON OPENERMOUNTING HEIGHT. EXISTING EXISTING 3" = 1'-0"1 HOLLOW METAL FRAME HEAD DETAIL 3" = 1'-0"2 HOLLOW METAL FRAME JAMB DETAIL A. PAINT DOORS AND DOOR FRAMES TO MATCH ADJACENT PARTITION UNLESS NOTED OTHERWISE. B. ALL DOOR HARDWARE SHALL BE LEVER TYPE MEETING ACCESSIBILITY DESIGN REQUIREMENTS. C. COORDINATE ALL HARDWARE KEYING WITH THE OWNER AND OBTAIN OWNER'S APPROVAL PRIOR TO PLACING HARDWARE ORDER. D. GC SHALL PROVIDE FINAL CORES FOR ALL HARDWARE INCLUDING HARDWARE INSTALLED BY BANK VENDORS. E. BANK GC IS RESPONSIBLE FOR DOOR PREP TO RECEIVE SECURITY HARDWARE PRIOR TO INSTALLATION. QUANTITY DESCRIPTION MODEL NUMBER FINISH MFR HARDWARE GROUP NO. 10 3 HINGE BB1279 4.5 X 4.5 NRP 26D HAG 1 STOREROOM LOCK ND80HD SPA 626 SCH 1 SFIC EV B CORE ONLY 80-037 626 SCH 1 OVERHEAD STOP 100S 630 GLY 3 SILENCER SR64 GRY IVE HARDWARE GROUP NO. 11 3 HINGE BB1279 4.5 X 4.5 26D HAG 1 PUSH BUTTON LOCK 5031B WL 626 SIM 1 SFIC EV B CORE ONLY 80-037 626 SCH 1 SURFACE CLOSER 4011 689 LCN 1 WALL STOP WS407CCV 630 IVE 2 DOOR SCOPE DS/2000-ALS AL MIS 3 SILENCER SR64 GRY IVE HARDWARE GROUP NO. 11B 4 HINGE BB1279 4.5 X 4.5 26D HAG 1 PUSH BUTTON LOCK 5031B WL 626 SIM 1 SFIC EV B CORE ONLY 80-037 626 SCH 1 SURFACE CLOSER 4011 X ST1544 689 LCN 1 DROP PLATE 4020-18 689 LCN 1 KICK PLATE 8400 10" X 2" LDW 630 IVE 1 OVERHEAD STOP 100S 630 GLY 2 DOOR SCOPE DS/2000-ALS AL MIS 3 SILENCER SR64 GRY IVE HARDWARE GROUP NO. 16 3 HINGE BB1279 4.5X4.5 26D HAG 1 PRIVACY SET L9456HD 17A L583-363 L283-722 626 SCH 1 WALL STOP WS407CCV 630 IVE 3 SILENCER SR64 GRY IVE HARDWARE GROUP NO. AL-2C 8 HINGE BY DOOR MANUFACTURER (BALL BEARING HINGES W/ NON-REMOVEABLE PINS) 32D 2 POWER TRANSFER EPT-2 (BY SECURITY VENDOR)689 HAG 2 OVERHEAD STOP TBD (BY SECURITY VENDOR) 1 PANIC HARDWARE QEL9847NL-OP (BY SECURITY VENDOR)626 VON 1 PANIC HARDWARE QEL9847 (BY SECURITY VENDOR)626 VON 1 RIM CYL W/ CONSTRUCTION CORE 80-159 626 SCH 1 SFIC EV B CORE ONLY 80-037 626 SCH 2 DOOR PULL RM2110-78" 1-1/4" (2 STANDOFFS PER PULL)630 ROC 2 WOOD PULL BAR (ALTERNATE)RM4010-78" 1-1/4"" (2 STANDOFFS PER PULL)630 ROC 1 POWER OPERATOR ED900-CMP-J8 (BY SECURITY VENDOR)689 DRM 2 PUSH PLATES 10LPR36-HW (BY SECURITY VENDOR)- - 2 AUTOMATIC CAUTION DOOR SIGN The sign shall be a minimum of 6” in diameter with black lettering on a yellow background. Additionally, when a knowing act switch is used to initiate the operation of the door operator, the doors shall be provided with signs on each side of the door with the message "ACTIVATE SWITCH TO OPERATE". The lettering shall be white and the background shall be blue. - - 1 THRESHOLD 325 AL NGP 1 KEYSWITCH 653-14-NS-L2 (BY SECURITY VENDOR)630 SCE 1 SFIC CYLINDER/MORTISE HOUSING LOCK CYLINDER 317-600 (BY SECURITY VENDOR)26D KSP 1 POWER SUPPLY PS914-2RS GRY VON 1 WEATHERSTRIPPING BY DOOR MANUFACTURER - - 1 CARD READER (BY SECURITY VENDOR)- - 1 CUSTOM WIRING DIAGRAM BY SECURITY VENDOR - - 1 1/2" = 1'-0"4 BULLET RESISTANT DOOR JAMB 1 ISSUED FOR PERMIT 01.25.2023 1234 S BALDWIN AVENUEARCADIAUP 3'-0" 5'-0" 8'-0" PUBLIC RIGHT OF WAY OTHER'S PROPERTY OTHER'S PROPERTY ACCESSIBLE PARKING ACCESSIBLE PARKING ACCESSIBLE PARKING ACCESSIBLE PARKING 5'-0" DRIVE -THRU ACCESSIBLE PATH OF TRAVEL DRIVE -THRU DR I V E - TH R U DR I V E - TH R U S B A L D W I N A V E DR I V E - TH R U 5'-0"3'-0" 6'-8" 8'-0" S06 S06 S07 S01 S01 S03 S01 S01 S01 S02 S06 S01 S06 3'-0"5'-0" S04 ACCESSIBLE PARKING 5'-4" CLR 6'-0" CLR EXIT ONLY EXISTING TRASH ENCLOSURE ACCESSIBLE NIGHT DROP ACCESSIBLEATM ACCESSIBLEATM S09 S08 S08 S09 NO P A R K I N G NO P A R K I N G NO P A R K I N G NO P A R K I N G NO P A R K I N G S07 S07 S07 S07 S06 S08 1.03% down up 1.27% down up 4.35% downup 5.51% down up 4.71% updown down 3.66% up 1.37% downup 2.37% down up 0.61% downup 0.26% down up 0.52% downup 0.49% down up 0.17% downup 1.32% down up SITE PLAN LEGEND ACCESSIBLE PARKING SYMBOL EXISTING TREE EXISTING BOLLARD WAYFINDING DRIVEWAY ARROWS ACCESSIBLE PATH OF TRAVEL PROJECT BUILDING EXISTING PLANTER X.XX% X. X X % EXISTING SLOPES Job No. Owner Approval Scale DELTA ISSUE DATEDESCRIPTION NOT FOR CONSTRUCTION SERIAL NUM./MANH. ID: VERSION: BULLETIN: As indicated 1/2 9 / 2 0 2 4 2 : 4 0 : 1 5 P M 47BACX.1220.002 2024 A00.60 ARCHITECTURAL SITE PLAN (PATH OF TRAVEL) - WEST ARCADIA, CA FCID 9767 1234 S BALDWIN AVENUE ARCADIA, CA 91007-7510 - - 03-2023 CHARLOTTE 615 S. COLLEGE ST. SUITE 725 CHARLOTTE, NC 28202TEL 704-908-1540 © INTERIOR ARCHITECTS, INC., A CALIFORNIA CORPORATION.ALL DRAWINGS AND WRITTEN MATERIAL HEREIN CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT, AND THE SAME MAY NOT BE DUPLICATED, USED, OR DISCLOSED WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT. NO.DESCRIPTION S01 EXISTING CONCRETE PLANTER BED. S02 EXISTING FACE OF CURB. S03 EXISTING RAMP, SLOPE < 1:12. S04 EXISTING ROUTE FROM ACCESSIBLE EGRESS DOOR TO PUBLIC RIGHT OF WAY COMPLIES WITH 2022CALIFORNIA BUILDING CODE SECTION 11B DIVISION 4. S06 EXISTING BOLLARDS. S07 EXISTING ACCESSIBLE PARKING SIGN S08 EXISTING TRUNCATED DOMES S09 EXISTING RAILING KEYNOTES 1" = 10'-0"1 EXISTING SITE PLAN 1 ISSUED FOR PERMIT 01.25.2023 TOTAL # OF PARKING SPACES PROVIDED: 186 -PROPERTY TOTAL # OF ACCESSIBLE PARKING SPACES PROVIDED: 5 USABLE FOR PROJECT TOTAL # OF PARKING SPACES PROVIDED: 21 - USABLE FOR PROJECT TOTAL # OF ACCESSIBLE PARKING SPACES PROVIDED: 9 PARKING CALCULATIONS PROJECT LOCATION CR FET FE TS Mot T Mo t Mot T Mo t T Mo t Mo t Mo t Mo t Mo t Mo t Mo t Mot Mot T Mo t FE Dim Mo t Mo t Dim Mo t Mot Mo t Mo t Mo t Mo t Mo t Mo t VAULT VAULT STORAGE COUPON BOOTH CORRIDOR WASHROOM PRIVATE AREA STORAGE STAIRS STAFF ROOM FILE ROOM STORAGE SECURE ROOM SERVER ROOM JANITOR HOME LOANS HOME LOANS OFFICE OFFICE SMALL BUSINESS INVESTMENT INVESTMENT HOME LOANS SMALL BUSINESS OFFICEOFFICESMALL BUSINESS OFFICE CORRIDOR LOBBY WAITING AREA WAITING AREA STAIRS WORKING AREA FRONT OF CSR BEHIND CSR EMERGENCY EXIT 50% MFUENTRY 50% UP ATM ATM ND UP ATM S B A L D W I N A V E Job No. Owner Approval Scale DELTA ISSUE DATEDESCRIPTION NOT FOR CONSTRUCTION SERIAL NUM./MANH. ID: VERSION: BULLETIN: 1/4" = 1'-0" 1/2 9 / 2 0 2 4 2 : 4 0 : 1 8 P M 47BACX.1220.002 2024 A01.00 EXISTING FLOOR PLAN - FIRST FLOOR - WEST ARCADIA, CA FCID 9767 1234 S BALDWIN AVENUE ARCADIA, CA 91007-7510 - - 03-2023 CHARLOTTE 615 S. COLLEGE ST. SUITE 725 CHARLOTTE, NC 28202TEL 704-908-1540 © INTERIOR ARCHITECTS, INC., A CALIFORNIA CORPORATION.ALL DRAWINGS AND WRITTEN MATERIAL HEREIN CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT, AND THE SAME MAY NOT BE DUPLICATED, USED, OR DISCLOSED WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT. 1/4" = 1'-0"1 EXISTING FLOOR PLAN - FIRST FLOOR 1 ISSUED FOR PERMIT 01.25.2023 Mo t Mo t Mo t Mo t Mo t Mo t RE F . Mot FILE ROOM W/WASHROOM RESTROOM CORRIDOR RESTROOM M/WASHROOM STORAGE STAFF ROOM STORAGE MECHANICAL ROOM DN UP DN STAIRS FILE ROOM FILE ROOM S B A L D W I N A V E Job No. Owner Approval Scale DELTA ISSUE DATEDESCRIPTION NOT FOR CONSTRUCTION SERIAL NUM./MANH. ID: VERSION: BULLETIN: 1/4" = 1'-0" 1/2 9 / 2 0 2 4 2 : 4 0 : 2 0 P M 47BACX.1220.002 2024 A01.01 EXISTING FLOOR PLAN - SECOND FLOOR - WEST ARCADIA, CA FCID 9767 1234 S BALDWIN AVENUE ARCADIA, CA 91007-7510 - - 03-2023 CHARLOTTE 615 S. COLLEGE ST. SUITE 725 CHARLOTTE, NC 28202TEL 704-908-1540 © INTERIOR ARCHITECTS, INC., A CALIFORNIA CORPORATION.ALL DRAWINGS AND WRITTEN MATERIAL HEREIN CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT, AND THE SAME MAY NOT BE DUPLICATED, USED, OR DISCLOSED WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT. 1/4" = 1'-0"1 EXISTING FLOOR PLAN - SECOND FLOOR 1 ISSUED FOR PERMIT 01.25.2023 CR FE FE Mot Mo t Mot Mo t Mo t Mo t Mo t Mo t Mo t Mo t Mo t Mot Mot S Mo t FE Dim Mo t Mo t Dim Mo t Mot Mo t Mo t Mo t Mo t Mo t Mo t DEMOLITION LEGEND EXISTING CONSTRUCTION TO BE DEMOLISHED EXISTING CONSTRUCTION TO REMAIN SCOPE TO BE DEMOLISHED NIC SHEET NOTES 1. REFER TO SERIES A00 FOR GRAPHIC SYMBOLS, ABBREVIATIONS AND GENERAL NOTES.2. COORDINATE EXTENT OF DEMOLITION WITH NEW CONSTRUCTION.3. DEMOLISH ALL PARTITIONS AND ASSOCIATED FIXTURES SHOWN DASHED, U.O.N.4. EXISTING ELEMENTS TO REMAIN U.O.N.5. DEMOLISH ALL EXISTING WALL FINISHES AND WALL BASE AT COLUMNS AND PERIMETER WALLS WHERE NEW FINISHES ARE NOTED. PATCH AND PREPARE PARTITIONS AS REQUIRED TO ACCEPT NEW FINISHES.6. DEMOLISH FLOOR FINISHES, WALL BASE, FLASH PATCH, MASTIC AND ADHESIVES DOWN TO THE STRUCTURAL CONCRETE FLOOR SLAB WHERE NEW FINISHES ARE NOTED. SCRAPE FLOOR AND PREPARE TO ACCEPT NEW FINISH.7. REMOVE DOORS, FRAMES, AND HARDWARE AS NOTED U.O.N.8. REMOVE DEMOUNTABLE PARTITIONS AS NOTED U.O.N.9. REMOVE MATERIALS CREATING UNEVEN, OUT OF TOLERANCE SUBSTRATE INCLUDING BUT NOT LIMITED TO FASTENERS, COVER PLATES, RESILIENT FLOORING, CARPET PAD, ETC.10. COORDINATE REMOVAL OF EXISTING CEILING SYSTEMS, LIGHT FIXTURES AND DEVICES WITH NEW WORK. MECHANICAL EQUIPMENT MAY BE RELOCATED IF NEW CEILING HEIGHTS VARY FROM EXISTING CONDITIONS.11. REMOVE CABINETRY, SIGNAGE, CORNER GUARDS, SHELVING, EQUIPMENT, EXPOSED BLOCKING, WALL MOUNTED ACCESSORIES UON.12. LIFE SAFETY DEVICES SHALL REMAIN OPERATIONAL DURING DEMOLITION AND CONSTRUCTION.13. PROTECT ALL MINI-BLINDS OR ROLLER SHADES DURING DEMOLITION, U.O.N. VAULT VAULT STORAGE COUPON BOOTH CORRIDOR WASHROOM PRIVATE AREA STORAGE STAIRS STAFF ROOM FILE ROOM STORAGE SECURE ROOM SERVER ROOM JANITOR HOME LOANS HOME LOANS OFFICE OFFICE SMALL BUSINESS INVESTMENT INVESTMENT HOME LOANS SMALL BUSINESS OFFICEOFFICESMALL BUSINESS OFFICE CORRIDOR LOBBY WAITING AREA WAITING AREA STAIRS WORKING AREA FRONT OF CSR BEHIND CSR 001 002 003 004 001 002 003 004 001 002 003 004 001 002 003 004 001 002 003 004 001 002 003 004 001 002 003 004 001 002 003 004 001 002 003 004 001 002 003 004 001 002 003 004 001 002 003 004 005 007 008 008008 002 002 001 008 009 009 S B A L D W I N A V E 010010 012 014 012012 001 014 001 014 009 001 002 001 002 002 002 001 002 002TYP. 001001 001 014 007 001001 013 002 012 009 008 006 016 TYP. 016 TYP. 014 012 001 002 008 018 001 019019 017 017 017 017 017 017 017 017 019019 017 017 017 017 016 Job No. Owner Approval Scale DELTA ISSUE DATEDESCRIPTION NOT FOR CONSTRUCTION SERIAL NUM./MANH. ID: VERSION: BULLETIN: As indicated 1/2 9 / 2 0 2 4 2 : 4 0 : 2 4 P M 47BACX.1220.002 2024 A01.02 DEMOLITION FLOOR PLAN - FIRST FLOOR - WEST ARCADIA, CA FCID 9767 1234 S BALDWIN AVENUE ARCADIA, CA 91007-7510 - - 03-2023 CHARLOTTE 615 S. COLLEGE ST. SUITE 725 CHARLOTTE, NC 28202TEL 704-908-1540 © INTERIOR ARCHITECTS, INC., A CALIFORNIA CORPORATION.ALL DRAWINGS AND WRITTEN MATERIAL HEREIN CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT, AND THE SAME MAY NOT BE DUPLICATED, USED, OR DISCLOSED WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT. NO.DESCRIPTION 001 DEMOLISH FLOOR FINISH AND BASE THROUGHTOUT THE AREA IN SCOPE, UNLESS OTEHRWISE NOTED. SCRAPEFLOOR SMOOTH. 002 REMOVE WORKSTATIONS, FURNITURE, FILES AND TECHNOLOGY EQUIPMENT SHOWN IN DASH. G.C. TO COORDINATESALVAGE, STORAGE/REMOVAL WITH PJM AND BANK. CUT & CAP CIRCUITING BACK TO SOURCE IF NOT TO BE RE-USED.SEE POWER AND COMMUNICATION PLAN. 003 REUSE POWER/DATA AS REQUIRED. POWER/DATA TO BE CENTERED WITH NEW WORK STATION. SEE POWER &COMMUNICATION PLAN. 004 DEMOLISH MEDIA WALL UNIT. SALVAGE EXISTING DISPLAY. CUT & CAP CIRCUITING BACK TO SOURCE IF NOT TO BERE-USED. SEE POWER & COMMUNICATION PLAN. GC TO COORDINATE SALVAGE, STORAGE/REMOVAL WITH PJM ANDBANK PRIOR TO COMMENCING THE PROJECT. 005 DEMOLISH REFRIGERATOR. 006 DEMOLISH LAMINATE OFF MILLWORK DOORS AND PREPARE FOR NEW FINISH. 007 DEMOLISH DOOR, DOOR FRAME AND HARDWARE. WIDEN WALL OPENING FOR NEW DOOR. SEE CONSTRUCTION PLANAND DOOR SCHEDULE FOR DOOR OPENING DIMENSIONS. 008 DEMOLISH PARTITION AND ASSOCIATED DOORS. SAFE OFF CIRCUITING BACK TO SOURCE IF NOT TO BE RE-USED. SEEPOWER & COMMUNICATION PLAN. 009 DEMOLISH QUEUE STANCHIONS. 010 EXISTING CSR MILLWORK TO REMAIN. DO NOT RELAM, UNLESS EXISTING CONDITION WARRANTS. COORDINATE WITHSTORE DESIGNER. 012 EXISTING FLOORING AND BASE TO REMAIN. 013 REUSE PRINTER. SEE POWER AND COMMUNICATION PLAN FOR NEW LOCATION. 014 EXISTING MILLWORK/FURNITURE TO REMAIN. 016 REUSE ALL GLASS OFFICE FRONT SYSTEM AND ASSOCIATED HARDWARE. SEE CONSTRUCTION PLAN AND FINISHPLAN. DEMOLISH DISTRACTION FILM OFF OF GLAZING PANELS. REMOVE ALL ADHESIVE RESIDUE OFF OF GLAZING. 017 DEMOLISH FELT WALL COVERING. SCRAPE WALL SMOOTH AND FREE OF ADHESIVE TO A LEVEL 4 FINISH. 018 DEMOLISH EXISTING WASHROOM AND ASSOCIATED PLUMBING FIXTUERS AND PLUMBING ACCESSORIES. CUT & CAPWATER LINE AND CIRCUITING BACK TO SOURCE IF NOT TO BE USED. SEE CONSTRUCTION PLAN. 019 COORDINATE WITH ELECTRICAL TO DETERMINE EXTENT OF SAWCUT OF EXISTING CONCRETE SLAB TOACCOMMODATE CONDUITS AND FLOOR MOVEMENT. CONFIRM ROUTES WITH ARCHITECT PRIOR TO SAWCUT OFEXISTING SLAB WHERE SAWCUT OCCURS. KEYNOTES 1/4" = 1'-0"1 DEMOLITION FLOOR PLAN - FIRST FLOOR 1 ISSUED FOR PERMIT 01.25.2023 OS 360o OS OS OS 360 o OS OS 36 0 o 36 0 o 360 o 360 o 360 o OS OS OS OS OS OS OS OS 360 o 360 o 360 o OSOS OS OS SHEET NOTES 1. REFER TO SERIES A00 FOR GRAPHIC SYMBOLS, ABBREVIATIONS AND GENERAL NOTES.2. COORDINATE EXTENT OF DEMOLITION WITH NEW CONSTRUCTION.3. DEMOLISH ALL PARTITIONS AND ASSOCIATED FIXTURES SHOWN DASHED, U.O.N.4. EXISTING ELEMENTS TO REMAIN U.O.N.5. DEMOLISH CEILINGS, TYP, U.O.N. DEMOLISH WIRING AND SUPPORTS, CLEAN & PREPARE FOR NEW WORK. BRACING TO REMAIN AT EXISTING CEILING HEIGHT PARTITIONS SCHEDULED TO REMAIN.6. SEE ENGINEER'S DRAWINGS FOR ADDITIONAL INFORMATION REGARDING REMOVAL OF MEP EQUIPMENT.7. WHERE INDICATED REMOVE SUSPENDED CEILING TILES AND GRID (INCLUDING SUPPORTS AND HANGERS) THROUGHOUT THE AREA OF WORK. REMOVE, REUSE OR MODIFY EXISTING SUPPORTS AND HANGERS AS REQUIRED BY THE WORK. 8. REMOVE GYPSUM BOARD SOFFITS AND FRAMING, WHERE NOTED.9. REMOVE CEILING TILES WHERE DEMOLITION AND NEW CONSTRUCTION OCCUR [AND STORE FOR LATER RE-USE. BROKEN, STAINED, OR DAMAGED TILES SHALL BE DISCARDED.10. SALVAGE EXISTING COMPLIANT FIRE ALARM DEVICES, EXIT SIGNS, LIGHTING AND HVAC DEVICES THAT ARE INDICATED FOR DEMOLITION FOR REUSE, U.O.N.11. REMOVE LIGHT FIXTURES AND LENSES (WHERE NOTED). 12. PROTECT WINDOW COVERING DURING DEMOLITION AND CONSTRUCTION ACTIVITY. REPORT NON-SERVICEABLE OR DAMAGED LOCATIONS TO OWNER WHERE OCCURS PRIOR TO START OF WORK.13. REMOVE ABANDONED PLENUM RATED TELEPHONE AND DATA CABLING WHERE DIRECTED BY OWNER AND/OR APPLICABLE OWNERS DATA/TELECOM VENDOR/SUBCONTRACTOR. 14. LIFE SAFETY DEVICES SHALL REMAIN OPERATIONAL DURING DEMOLITION AND CONSTRUCTION.15. PROTECT ALL MINI-BLINDS OR ROLLER SHADES DURING DEMOLITION, U.O.N. TYP. CEILING GRID AND LIGHT FIXTURE TO BE REMOVED EXIT SIGN TO BE REMOVED DEMO RCP LEGEND EXISTING CONSTRUCTION TO BE DEMOLISHED EXISTING CONSTRUCTION TO REMAIN NIC S B A L D W I N A V E DEMO EX. DEMO DE M O EX. EX . DEMO EX. VAULT VAULT STORAGE COUPON BOOTH CORRIDOR WASHROOM PRIVATE AREA STORAGE STAIRS STAFF ROOM FILE ROOM STORAGE SECURE ROOM SERVER ROOM JANITOR HOME LOANS HOME LOANS OFFICE OFFICE SMALL BUSINESS INVESTMENT INVESTMENT HOME LOANS SMALL BUSINESS OFFICEOFFICESMALL BUSINESS OFFICE CORRIDOR LOBBY WAITING AREA WAITING AREA STAIRS WORKING AREA FRONT OF CSR BEHIND CSR S B A L D W I N A V E 051051 051 055 051 051 052 051 051 053 053 EX. DEMO 051 055 055 051 052 051052 051 051 055 055 Job No. Owner Approval Scale DELTA ISSUE DATEDESCRIPTION NOT FOR CONSTRUCTION SERIAL NUM./MANH. ID: VERSION: BULLETIN: As indicated 1/2 9 / 2 0 2 4 2 : 4 0 : 2 7 P M 47BACX.1220.002 2024 A01.03 DEMOLITION REFLECTED CEILING PLAN - FIRST FLOOR - WEST ARCADIA, CA FCID 9767 1234 S BALDWIN AVENUE ARCADIA, CA 91007-7510 - - 03-2023 CHARLOTTE 615 S. COLLEGE ST. SUITE 725 CHARLOTTE, NC 28202TEL 704-908-1540 NO.DESCRIPTION 051 DEMOLISH PORTION OF EXISTING SUSPENDED CEILING SYSTEM SHOWN DASHED, ASSOCIATED LIGHTING FIXTURES,MECHANICAL GRILLS AND CEILING EQUIPMENT. REFER TO REFLECTED CEILING PLAN FOR EXTENT. CUT & CAPASSOCIATED CIRCUITRY AND DUCTWORK BACK TO SOURCE IF NOT REUSED. 052 REUSE CEILING TILES FREE OF ANY CRACKS, CHIPS OR STAINS. SEE REFLECTED CEILING PLAN FOR NEW CEILINGWORK LOCATION. 053 DEMOLISH SUSPENDED LIGHT FIXTURE AND ASSOCIATED SUPPORT SYSTEM. CUT & CAP ASSOCIATED CIRCUITRYBACK TO SOURCE IF NOT REUSED. 055 RELOCATE EXISTING LIGHT/DIFFUSERS, SEE REFLECTED CEILING PLAN FOR NEW LOCATION. KEYNOTES © INTERIOR ARCHITECTS, INC., A CALIFORNIA CORPORATION.ALL DRAWINGS AND WRITTEN MATERIAL HEREIN CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT, AND THE SAME MAY NOT BE DUPLICATED, USED, OR DISCLOSED WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT. 1/4" = 1'-0"1 DEMOLITION REFLECTED CEILING PLAN - FIRST FLOOR 1 ISSUED FOR PERMIT 01.25.2023 TT T FLOOR TO CEILING WINDOW PARTIAL HEIGHT WINDOW (WITH SILL) DOOR TAG (DOOR NUMBER BASED ON ROOM NUMBER WITH ALPHA SUFFIX IF MULTIPLE) A EXISTING CONSTRUCTION TO REMAIN NEW CONSTRUCTION NEW MILLWORK WITH OVERHEAD CABINETS +42" 10 4 7A B01 A PARTITION TYPE (SEE PARTITION SCHEDULE) GLAZED OPENING SYSTEM TYPE? KEYNOTE 202 INDICATES MOUNTING HEIGHT A.F.F. PARTITION LEGEND FIRE EXTINGUISHER AND CABINET SHEET NOTES 1. REFER TO A00.00, A00.01, A00.40, AND A00.50 FOR ADDITIONAL NOTES, ABBREVIATIONS AND SCHEDULES.2. DRAWINGS SHALL NOT BE SCALED. VERIFY ALL DIMENSIONS AND EXISTING AS BUILT FIELD CONDITIONS, INCLUDING FIELD MEASUREMENTS PRIOR TO START OF WORK, NOTIFY ARCHITECT WHERE DISCREPANCIES OCCUR. 3. PROVIDE TYPE 'X' GYPSUM BOARD AT FIRE RATED PARTITIONS.4. PROVIDE INSULATION FOR FULL DEPTH OF STUD OF TYPE FOR ALL PARTITIONS UNLESS OTHERWISE NOTED: REFER TO PARTITION ASSEMBLY DETAILS. AT RATED PARTITIONS, PROVIDE NON-COMBUSTIBLE, MINERAL WOOL, OR OTHER EQUIVALENT INSULATION APPROVED IN PROJECT JURISDICTION.5. REFER TO A00.32 FOR LIGHT GAUGE FRAMING BASIS OF DESIGN DETAILS.6. REFER TO A00.31 FOR INTERIOR PARTITION SCHEDULE AND ASSEMBLIES, INCLUDING EXTENTS OF FRAMING AND FINISHES.7. FIRE SAFE PENETRATIONS AT FIRE RESISTANT RATED PARTITIONS PER APPLICABLE UL ASSEMBLY.8. MAINTAIN INTEGRITY OF EXISTING FIRE-RESISTANT RATED ASSEMBLIES FOR ALL PENETRATIONS.9. PROVIDE F.R.T. BLOCKING AS REQUIRED AT LOCATIONS INCLUDING BUT NOT LIMITED TO: GRAB BARS, SHELVING, OVERHEAD CABINETS, SIGNAGE, TOILET ROOM ACCESSORIES, WALL MOUNTED EQUIPMENT.10. REFER TO SHEET A03.01 FOR POWER & SIGNAL DEVICE LOCATIONS. 11. PROVIDE CONTINUOUS METAL CORNER BEAD AT EXPOSED GYPSUM BOARD CORNERS.12. DIMENSIONS TAKEN FROM PERIMETER EXTERIOR WINDOW WALL ARE TAKEN FROM THE INSIDE FACE OF THE VERTICAL MULLION. DIMENSIONS MARKED VERIFY, SHALL BE VERIFIED PRIOR TO START OF WORK U.O.N.13. G.C. SHALL COORDINATE WORK WITH HVAC, MECHANICAL, ELECTRICAL, PLUMBING, AND STRUCTURAL DRAWINGS AND REPORT TO THE ARCHITECT AND OWNER IN WRITING IF ANY DISCREPANCIES ARE FOUND NECESSITATING CORRECTION OR ADJUSTMENT PRIOR TO THE START OF THE WORK. NO ALLOWANCE WILL BE MADE FOR INCREASED COST DUE TO THE CONTRACTOR'S FAILURE TO COORDINATE.14. WHERE EXISTING RATED ASSEMBLIES ARE SHOWN, CONTRACTOR IS REQUESTED TO FIELD VERIFY AS BUILT FIELD CONDITIONS TO CONFIRM RATINGS SHOWN. IF NON-COMPLIANT CONDITIONS ARE FOUND, REPORT FINDINGS TO OWNER/ARCHITECT IN WRITING WHO WILL PROVIDE WRITTEN DIRECTION.15. PATCH AND REPAIR PARTITIONS AFTER DEMOLITION WHERE DAMAGE HAS OCCURRED AT UNPROTECTED LOCATIONS. PLEASE NOTE THAT DEMOLITION ACTIVITY MAY OCCUR BEYOND WORK LIMITS SHOWN ON DEMOLITION PLAN DUE TO CONCEALED CONDITIONS.16. MARKING AND IDENTIFICATION OF PARTITIONS: WHERE THERE IS AN ACCESSIBLE CONCEALED FLOOR, FLOOR-CEILING OR ATTIC SPACE, FIRE WALL, FIRE BARRIER, FIRE PARTITION, SMOKE BARRIER, SMOKE PARTITION, OR ANY OTHER WALL OR PARTITION REQUIRED TO HAVE PROTECTED OPENINGS OR PENETRATIONS, PERMANENTLY IDENTIFY THE ITEM WITH SIGNS OR STENCILING IN THE CONCEALED SPACE. LOCATE IDENTIFICATION WITHIN 15 FEET OF THE END OF EACH WALL AND AT INTERVALS NOT EXCEEDING 30 FEET MEASURED HORIZONTALLY ALONG THE WALL OR PARTITION. PROVIDE LETTERING NOT LESS THAN 3 INCHES IN HEIGHT WITH A MINIMUM 3/8 INCH STROKE IN A CONTRASTING COLOR INCORPORATING THE SUGGESTED WORDING: "FIRE AND/OR SMOKE BARRIER - PROTECT ALL OPENINGS" OR OTHER WORDING BASED ON LOCAL JURISDICTIONAL REQUIREMENTS. REFER TO PARTITION SCHEDULE, PLAN, AND LEGEND TO IDENTIFY APPLICABLE PARTITIONS.17. REFER TO REFLECTED CEILING PLAN FOR SOFFIT AND CEILING HEIGHTS.18. DIMENSIONS LOCATING DOORS ARE TO THE INSIDE EDGE OF JAMB UNLESS OTHERWISE NOTED. LOCATE DOOR OPENINGS 4" FROM FINISHED FACE OF ADJACENT PARTITION WHERE DIMENSIONS ARE NOT PROVIDED, UNLESS OTHERWISE NOTED.19. VERIFY ALL EQUIPMENT WITH VENDOR.20. PROVIDE CEMENTITIOUS BACKER BOARD IN LIEU OF GYPSUM BOARD AT TILED PARTITIONS AND WET AREAS. REFER TO PARTITION SCHEDULE AND ASSEMBLY DETAILS. S B A L D W I N A V E MFUENTRY 50% A11.02 6 4 7 5 A11.02 2 A11.02 3 UP UP ACCESSIBLE 2.MT 3.STD 4.STD FCAM UP RELOCATED ATM ND UP ATM ATM REF. PUSH PLATE ACTIVE LEAF PUSH PLATE E100 102 104 103 114 A11.01 1 6 5 CB OFFICE 8 113 CB OFFICE 7 112 CB OFFICE 6 111 CB OFFICE 5 110 ME OFFICE 4 109 ME OFFICE 3 108 SBNB OFFICE 2 107 SBNB OFFICE 1 106 WELLNESS 103 STORAGE 104 STAIRS 105 STORAGE 132 JANITOR ROOM 131 SD VAULT 129 STORAGE 130 CPN 128 SD LOBBY 127 STORAGE 124 STAIRS 125 HALL 122 GENDER NEUTRAL RESTROOM 123 CLNB OFFICE 9 121 CB OFFICE 10 120 CB OFFICE 11 119 CB OFFICE 12 118 UCC 117 CSR 115 WORK ROOM 116 BREAK ROOM 126 CENTRAL ZONE 100 CENTRAL ZONE 100 HALL 114 HALL 102 A11.01 3 A11.04 3 1 4 2 A11.04 7 68 5 A11.0412 9 10 11 A11.0416 13 14 15 A11.02 9 8 11 10 A11.02 13 12 15 14 A11.02 17 16 19 18 A11.03 2 1 4 3 A11.03 6 5 8 7 A11.0312 9 10 11 A11.0316 13 14 15 A11.03 18 17 20 19 SOFFIT ABOVE A1 A2* A2* A2*A1 CLEAR 5'-0" MIN. CLR. 5'-0" MIN. CLR. 5'-0" MIN. MW05 MW05 MW05 A1 MW11 2'-11" 8'-2" 5'-0" 2'-0" 2 4 A11.021 101 102 104 SOFFIT ABOVE SOFFIT ABOVE MFP 106106 6'-10" 2'-10" CL ATM ROOM 101 E100A EMERGENCY EXIT 50% B A1 105 BCS-L SIGNAGEABOVE A08.01 1 A11.04 17 PF-06 STORAGE 133 A12.10 2 4 3 5'-7 3/4" 128 4'-1" B 107 107 VIF 9'-8" 9'-0" 2'-1" A1 6" TYP. 1'-9" 108 CR(E) 7'-6" 109 109 A08.02 1 2'-0" A08.02 3 Job No. Owner Approval Scale DELTA ISSUE DATEDESCRIPTION NOT FOR CONSTRUCTION SERIAL NUM./MANH. ID: VERSION: BULLETIN: As indicated 3/2 2 / 2 0 2 4 4 : 2 4 : 1 5 P M 47BACX.1220.002 2024 A02.01 CONSTRUCTION PLAN - FIRST FLOOR - WEST ARCADIA, CA FCID 9767 1234 S BALDWIN AVENUE ARCADIA, CA 91007-7510 - - 03-2023 CHARLOTTE 615 S. COLLEGE ST. SUITE 725 CHARLOTTE, NC 28202TEL 704-908-1540 © INTERIOR ARCHITECTS, INC., A CALIFORNIA CORPORATION.ALL DRAWINGS AND WRITTEN MATERIAL HEREIN CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT, AND THE SAME MAY NOT BE DUPLICATED, USED, OR DISCLOSED WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT. NO.DESCRIPTION 101 PROVIDE AUTOMATIC DOOR OPENERS AT ENTRANCE. 102 WELLNESS ROOM SIGNAGE BY GENERAL CONTRACTOR. 104 RELAMINATE EXISTING MILLWORK DOOR. REFER TO INTERIOR ELEVATIONS ON SHEET A11.01 FOR MILLWORKFINISHES. 105 RELOCATED FIRE EXTINGUISHER CABINET. 106 EXISTING CSR LAMINATE TO REMAIN. 107 REINSTALL ALL GLASS OFFICE FRONTS SYSTEM AND ASSOCIATED HARDWARE. COORDINATE WITH NEW FLOORINGFINISHES PER FINISH PLAN. RECESS FLOOR PIVOT PLATES FLUSH WITH NEW FLOORING. 108 DOOR ACTUATOR DOES NOT OPERATE THIS LEAF. 109 EXISTING STAIRS TO REMAIN NOT IN SCOPE. DETAILS PROVIDED FOR REFERENCE. KEYNOTESARCHITECTURAL MILLWORK SCHEDULE MILLWORKNUMBER NAME DESCRIPTION DEPTH PLAN, ELEVATION AND DETAILLOCATION MW05 STORAGE ADJUSTABLE SHELVES ON STANDARDS 1' - 0"A12.10 MW11 TELLER WORK COUNTER BASE CABINET (PROVIDE BACKSPLASH AND SIDESPLASH)2' - 0"A12.10 1/4" = 1'-0"1 CONSTRUCTION PLAN - FIRST FLOOR 1 ISSUED FOR PERMIT 01.25.2023 1 2 ISSUED FOR BLDG. DEPT.REV.1 03.22.2024 1 1 CR TSAT JB OS PB CR FET FE TS Mo t Mot T Mo t T Mo t Mo t Mo t Mo t Mo t Mo t Mo t Mot Mot T Mo t FE Dim Mo t Mo t Dim Mo t Mo t Mo t Mo t Mo t Mo t JB JB JB JB JB TTTTT T T T JB JB TT T 1. SEE ENGINEERING DRAWINGS FOR ADDITIONAL INFORMATION. NOTIFY ARCHITECT AND ENGINEER OF DISCREPANCIES PRIOR TO STARTING THE WORK.2. CONTRACTOR TO COORDINATE ALL FINAL FLOOR CORE LOCATIONS WITH FURNITURE VENDOR, OWNER AND ARCHITECT PRIOR TO START OF WORK. FLOOR AND WALL CORING SHALL BE SCHEDULED DURING OFF HOURS UNLESS OTHERWISE ALLOWED BY OWNER. 3. CONTRACTOR TO MAINTAIN EXISTING UL FIRE RATED ASSEMBLY FOR PENETRATIONS.4. USE WHITE DEVICES IN ALL WALLS WITH P-15 AND P-16 FINISHES. USE BLACK DEVICES AND COVER PLATES FOR WALLS WITH P-17, P-18, P-19, P-20, WC-16, WC-17 & WC-18 FINISHES5. REPLACE EXISTING COVER PLATES, PLUGS, SWITCHES, ETC. WITH NEW. 6. COORDINATE DEVICE LOCATIONS PRIOR TO START OF WORK INCLUDING, BUT NOT LIMITED TO, THE FOLLOWING CONDITIONS SYSTEM FURNITURE LAYOUT, FREE STANDING AND BUILT-IN FURNITURE, MILLWORK , STRUCTURAL COLUMN LINES AT 'POKE-THROUGH' LOCATIONS & FACE OF FINISH AT PARTITIONS AND FLOOR. WHERE APPLICABLE CONDUCT PRE-INSTALLATION CONFERENCE.7. WHERE 'WHIPS' ARE INDICATED FOR SYSTEM FURNITURE, PROVIDE COMPLETE CODE COMPLIANT INSTALLATION INCLUDING, BUT NOT LIMITED TO 'WHIP' MUST BE VISIBLE AND READILY ACCESSIBLE, SYSTEM FURNITURE 'WHIP' INSTALLATION, HOOK UP AND ACTIVATION SHALL COMPLY WITH LOCAL LABOR LAWS AND JURISDICTION REQUIREMENTS INCLUDING UL., LOCATE 'WHIP' OUTSIDE CLEAR ZONES REQUIRED FOR CIRCULATION, ADA ACCESSIBLE ROUTES AND EXIT PATH.8. FURNITURE VENDOR SHALL COORDINATE FURNITURE INSTALLATION WITH POWER/SIGNAL DEVICE LOCATIONS.9. PROVIDE 3” MINIMUM CLEAR BETWEEN FLOOR MONUMENTS AND PARTITION. 10. PROVIDE NEMA RECEPTACLE TYPES BASED ON ELECTRICAL AND COMMUNICATION EQUIPMENT SPECIFICATIONS AS COORDINATED PRIOR TO START OF WORK11. RECEPTACLE, SWITCH AND OUTLET MOUNTING HEIGHT DIMENSIONS ARE MEASURED FROM FINISHED FLOOR TO OUTLET CENTERLINE MOUNTED VERTICALLY, UNLESS NOTED OTHERWISE.12. PRIOR TO START OF WORK VERIFY AND COORDINATE ELECTRICAL BUS DUCT AND CONDUIT, RISER AND HORIZONTAL ROUTING, RUN LOCATIONS, CIRCUITING AND WIRING FOR NEW WORK TO VALIDATE REQUIRED CLEARANCES BASED ON AS-BUILT FIELD CONDITIONS. NOTIFY ARCHITECT OF CONFLICTS.13. ALL ELECTRICAL WORK AND MATERIALS SHALL BE IN COMPLIANCE WITH THE CURRENT RULES AND REGULATIONS OF THE NATIONAL BOARD OF FIRE UNDERWRITERS, THE STATE FIRE MARSHALL, THE SAFETY ORDERS OF THE DIVISION OF INDUSTRIAL SAFETY, DEPARTMENT OF INDUSTRIAL RELATIONS AND APPLICABLE CODES. ALL EQUIPMENT SHALL BE UL LABELED. 14. BUILDING SERVICES AND UTILITY DISRUPTIONS TO THE BUILDING, INCLUDING ADJACENT TENANTS IN MULTI-TENANT BUILDINGS ARE NOT PERMITTED DURING NORMAL BUSINESS HOURS AND SHALL BE AUTHORIZED BY THE PROPERTY MANAGER 48 HOURS MINIMUM PRIOR TO THE DISTRUPTION (EXCEPT AS OTHERWISE PERMITTED BY THE PROPERTY MANAGER) IN ALL INSTANCES. ALL FIRE / LIFE SAFETY SYSTEMS SHALL REMAIN OPERATIONAL DURING DEMOLITION AND CONSTRUCTION ACTIVITIES DURING NORMAL BUSINESS HOURS. FOR TEMPORARY DISRUPTIONS LIMITED TO THE AREA OR WORK, AFTER HOURS AS NEEDED TO COMPLETE THE WORK, SCHEDULE DAY AND TIME WITH OWNER IN ADVANCE, IN WRITING ON AN OVERTIME BASIS. REESTABLISH ALL BUILDING SERVICES AND UTILITIES AT CONCLUSION OF TEMPORARY SHUT OFF, AS SOON AS PRACTICAL. .15. REFER TO INTERIOR ELEVATIONS FOR ORIENTATION OF MOUNTED OUTLETS. OTHERWISE, OUTLETS SHOULD BE MOUNTED VERTICALLY. OUTLETS SHOWN WITH ONLY A "+" SIGN SHALL BE LOCATED 1" CLEAR ABOVE THE SCHEDULED MILLWORK COUNTER. OUTLETS TO BE COORDINATED WITH COUNTER HEIGHT.16. USE WHITE DEVICES IN ALL WALLS WITH P-15 AND P-16 FINISHES. USE BLACK DEVICES AND COVER PLATES FOR WALLS WITH P-17, P-18, P-19, P-20, WC-16, WC-17 & WC-18 FINISHES.17. WIRELESS HOLD UP DOUBLE BUTTON WILL BE INSTALLED AT TELLER POSITIONS, PLATFORM DESKS, FOR PERSONNEL ENTRY AND EXIT, AND ANYWHERE A HOLD UP IS CONSIDERED NECESSARY IN A BANKING CENTER. THE NEW WIRELESS INTERFACE MODULE WILL BE LOCATED IN THE NEW ROOM BY THE ALARM PANEL.18. WALL-MOUNTED OUTLETS AND J-BOXES TO BE AT 15" A.F.F. TO BOTTOM OF OUTLET BOX, UNLESS NOTED OTHERWISE.19. UNLESS NOTED OTHERWISE, PROVIDE JUNCTION BOXES FOR ALL WALL MOUNTED FIRE PROTECTION EQUIPMENT SUCH AS FIRE STROBES, FIRE PULL AND ALL SECURITY EQUIPMENT.20. FIRE DEVICE COVERS SHALL BE WHITE UNLESS THIS CONFLICTS WITH LOCAL JURISDICTIONAL REQUIREMENTS.21. PROVIDE ONE-PIECE TYPE GANG COVER PLATES, UNLESS NOTED OTHERWISE.22. INSTALL OUTLETS ON OPPOSITE SIDES OF PARTITIONS IN SEPARATE STUD CAVITIES. DO NOT INSTALL BACK-TO-BACK.23. IDENTIFY DEDICATED OR ISOLATED GROUND ELECTRICAL OUTLETS WITH A RED DOT.24. PROVIDE JUNCTION BOX FOR ALL MOUNTED SECURITY CAMERAS AS REQUIRED FOR LATEST BAC STANDARDS. CONFIRM WITH BANK'S SECURITY VENDOR. 25. SEE REFLECTED CEILING PLAN FOR MEDIA WALL SPEAKER LOCATIONS26. FURNITURE SHOWN FOR REFERENCE ONLY. SHEET NOTES WALL MOUNTED DUPLEX OUTLET WALL MOUNTED DEDICATED OUTLET WALL MOUNTED QUAD OUTLET FLUSH FLOOR MOUNTED DUPLEX OUTLET FLUSH FLOOR MOUNTED WIRED JUNCTION BOX WALL MOUNTED JUNCTION BOX FLUSH FLOOR MOUNTED TELEPHONE OUTLET FLUSH FLOOR MOUNTED DATA OUTLET FLUSH FLOOR MOUNTED TELEPHONE/DATA OUTLET WALL MOUNTED CARD READER WALL MOUNTED PUSH BUTTON WALL MOUNTED THERMOSTAT AV FLOOR MOUNTED JUNCTION BOX FLOOR MOUNTED QUAD OUTLET AV FURNITURE MOUNTED DUPLEX OUTLET FURNITURE MOUNTED TELEPHONE/DATA OUTLET OCCUPANCY SENSOR RELEASE PANIC BUTTON POWER & SIGNAL LEGEND WALL MOUNTED TELE / DATA OUTLET. SINGLE DROP WALL MOUNTED (1)TELE / (2)DATA OUTLET.DUAL DROP ANNOTATION NOTES: E - DENOTES EXISTING N - DENOTES NEW CB OFFICE 8 113 CB OFFICE 7 112 CB OFFICE 6 111 CB OFFICE 5 110 ME OFFICE 4 109 ME OFFICE 3 108 SBNB OFFICE 2 107 SBNB OFFICE 1 106 WELLNESS 103 STORAGE 104 STAIRS 105 STORAGE 132 JANITOR ROOM 131 SD VAULT 129 STORAGE 130 CPN 128 SD LOBBY 127 STORAGE 124 STAIRS 125 HALL 122 GENDER NEUTRAL RESTROOM 123 CLNB OFFICE 9 121 CB OFFICE 10 120 CB OFFICE 11 119 CB OFFICE 12 118 UCC 117 CSR 115 WORK ROOM 116 BREAK ROOM 126 CENTRAL ZONE 100 CENTRAL ZONE 100 HALL 114 HALL 102 100 UP UP 2.MT 3.STD 4.STD FCAM UP ATM ND UP ATM ATM REF. 2411 10 2411 10 2422 2422 2411 10 2411 10 2411 10 2411 10 EQ EQ CL EQ EQ CL EQ EQ CL EQ EQ CL EQ EQ CL EQ EQ CL EQ EQ CL EQ EQ CL EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ EQCLCLCLCLCLCLCLCL 7'-0" CL 11'-10 1/2" CL NN NNN NNN NNN NNN NNN NNN NNN NNN EQ EQ EQ EQ CLCL EQ EQ CL EQ EQ CL2411 10 2411 10 2411 10 2411 10 EQ EQ EQ EQ EQ EQ EQ EQ CL CL CL CL NNN 15"15"15"15"15"15"15"15"15" 15" 15"15" 15"15"15" 15"15"15" 15"15"15" 15"15"15" 15"15"15" 15"15"15" 15"15"15" 15"15"15" 107 24 64 03TA-19 TA-02 09 108 F N44" 4'-10 1/2" NNNNNNNN N N N N 4'-10 1/2" 4'-10 1/2" 4'-10 1/2" 4'-10 1/2" 4'-10 1/2" 4'-10 1/2" 6'-5" 4'-10 1/2" 4'-10 1/2" 4'-10 1/2" 4'-10 1/2" 24 44"N 28"28"28" PR2371 NNN 16"N 16"N N64" 64" N N 60" +84" 62 N N N 60" 8'-9" CL 15'-0" CL EQ EQ CL 202 202 202 202 202 202 202 202 202 202 202 202 203 204 201 205 206 ATM ROOM 101 14 4'-0" N18"N NNN NNN NNN +44"+44"+44"+44"+44" +44"+44"+44" MFP IPAD CABINET N 8'-9" GFI GFI GFI GFI +96" N ACTIVE LEAF PUSH PLATE 210 211 212 62 213 61 A03.02 4 +44"+44" 48" +44" PUSH PLATE ACCESSIBLE Job No. Owner Approval Scale DELTA ISSUE DATEDESCRIPTION NOT FOR CONSTRUCTION SERIAL NUM./MANH. ID: VERSION: BULLETIN: As indicated 1/2 9 / 2 0 2 4 2 : 4 0 : 4 8 P M 47BACX.1220.002 2024 A03.01 POWER & COMMUNICATION PLAN - FIRST FLOOR - WEST ARCADIA, CA FCID 9767 1234 S BALDWIN AVENUE ARCADIA, CA 91007-7510 - - 03-2023 CHARLOTTE 615 S. COLLEGE ST. SUITE 725 CHARLOTTE, NC 28202TEL 704-908-1540 © INTERIOR ARCHITECTS, INC., A CALIFORNIA CORPORATION.ALL DRAWINGS AND WRITTEN MATERIAL HEREIN CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT, AND THE SAME MAY NOT BE DUPLICATED, USED, OR DISCLOSED WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT. KEYNOTES NO.DESCRIPTION 201 RELOCATED EXISTING MFP/PRINTER. 202 REUSE EXISTING POWER/DATA. RELOCATE AS REQUIRED TO LOCATE OUTLET AT CENTER OF WORKSTATION.COORDINATE WITH FURNITURE BACK PANEL. 203 PROVIDE (2) 1" CONDUIT FOR POWER AND DATA CONNECTED TO (2) J-BOXES BEHIND MONITOR. COORDINATE WITHEQUIPMENT CUTSHEET. 204 PROVIDE DISPLAY POSTER. PROVIDE SCHEDULED DISPLAY MOUNT OVER 3/4" FIRE TREATED PLYWOOD BLOCKINGFASTENED TO MINIMUM OF (2) METAL STUD. COORDINATE DISPLAY WITH ELEVATION AND VENDOR CUTSHEET. 205 REFER TO MILLWORK ELEVATION FOR OUTLET LOCATION. 206 FLUSH MOUNTED FLOOR ELECTRICAL POWER BOX. COORDINATE WITH ELECTRICAL DRAWINGS AND REFER TO SHEETA03.01 DETAIL 2 FOR INSTALLATION GUIDELINES. 210 PROVIDE AND COORDINATE ATM POWER/DATA REQUIREMENTS WITH ATM CUTSHEET. 211 PROVIDE AND COORDINATE ATM KIOSK REQUIREMENTS WITH VENDOR CUTSHEET. 212 PROVIDE LEGRAND RECESSED WALL BOX #EHWB8 WITH DECORATIVE COVER. WHITE FINISH, PAINTED TO MATCHWALL. 213 PROVIDE SINGLE GANG J-BOX WITH 3/4" STUB UP. PROVIDE BLANK COVER PLATE PAINTED TO MATCH WALL COLOR. 1/4" = 1'-0"1 POWER AND COMMUNICATION PLAN - FIRST FLOOR 1 ISSUED FOR PERMIT 01.25.2023 ALIGN SPECIFIED FLOOR COVER 1/8" TILE GROUT AT JOINT RECESSED FLOOR BOX NEW CONCRETE INFILL (MIN. 3000 PSI) POUR FLUSH WITH ADJACENT CONCRETE AND TROWEL TO SMOOTH AND EVEN SURFACE. NEW FLOOR FINISH AS SCHEDULED. EXISTING CONCRETE SOG OVER VAPOR BARRIER #4 REBAR AT 12" O.C. WITH HILTI HIT-HY 200-R ADHESIVE ANCHOR IF EXISTING VAPOR BARRIER BECOMES DAMAGED DURING REMOVAL OF CONCRETE NEW VB OF EQUAL OR GREATER THICKNESS SHALL BE INSTALLED OVER AND SECURELY ADHERED TO EXISTING VB, EXTENDING BEYOND EDGE OF SLAB 2" MIN. NOTES:1. CEASE DEMOLITION IMMEDIATELY SHOULD EXISTING CONCEALED WORK BE ENCOUNTERED. REPORT FINDINGS TO OWNER.2. DOWEL #4 REBAR 4" MIN. AT CENTER OF TRENCH & EMBED WITH HILTI ADHESIVE ANCHOR.3. OVERLAP & TIE #4 REBAR BY 4" MIN. AT CENTER OF TRENCH. 4. MECHANICALLY COMPACT CLEAN FILL. TREAT FOR TERMITES & INSTALL VAPOR BARRIER.5. IF SOIL TREATMENT IS USED FOR SUBTERRANEAN TERMITE PREVENTION: SOIL AREA DISTURBED AFTER INITIAL CHEMICAL SOIL TREATMENT, INCLUDING SPACES BOXED OR FORMED. EQ. EQ. EMBEDMIN. 6" SEE NOTE 3 TRENCH< 3'-0" MAX. MIN. EMBED 6" STD. LAP 1'-2 1/4" MIN. (N) PIPE/CONDUIT SED. SEE NOTE #4. NOTES:1. REPLACE REMOVED SOG UNDERLAYMENT WITH A SIMILAR PROFILE TO (E). USE FILL COMPACTED TO 95% MIN RELATIVE COMPACTION. THE ENTIRE SUBBASE AND BASE SYSTEM MIN. 4 INCHES THICK OR TO MATCH (E) IF THICKER. THE BASE COURSE MATERIAL TO BE ANORGANIC, COMPACTIBLE, EASY TO TRIM, GRANULAR FILL THAT WILL REMAIN STABLE AND SUPPORT CONSTRUCTION TRAFFIC. USE MATERIAL WITH 10 TO 30% FINES (PASSING THE NO. 100 SIEVE) WITH NO CLAY, SILT, OR ORGANIC MATERIALS. TOLERANCES ON THE BASE COURSE ARE +0 INCHES AND MINUS ¾ INCHES.2. ENSURE (E) SUBBASE/SUBGRADE IS MINIMALLY DISTURBED IN AREAS BELW (E) SOG TO REMAIN.3. LAP AND SEAL (N) MOISTURE BARRIER WITH (E) 6" MIN. PER MANUFACTURER'S WRITTEN INSTRUCTIONS. W/ADHESIVE AND PRESSURE SENSITIVE TAPE.4. SUPPORTS FOR PIPING SHOULD BE INORGANIC AND NONABSORBENT PRECAST CONCRETE BAR SUPPORTS OR SIM. APPROVED. WOOD, BRICK, OR FRAGMENTS OF CONCRETE OR CONCRETE MASONRY SHOULD NOT BE USED.5. FOR EPOXY EMBED USE EITHER HILTI HIT RE 500 OR SIMPSON SET-XP EXCLUSIONS:1. DO NOT USE DETAIL FOR TRENCH WIDTH GREATER THAN 3'-0". PROVIDE STRUCTURAL ENGINEER DRAWINGS FOR LARGER THENCH OR POST TENSION SLAB CONDITIONS.2. IN SEISMIC DESIGN CATEGORY D, E, OR F, IN LOCATIONS KNOWN TO CONTAIN SUBSOILS WITH THE POTENTIAL OF LIQUEFACTION OR LOCALIZED SETTLEMENT CONSULT A LICENSED STRUCTURAL ENGINEER FOR SLAB ON GRADE FOUNDATIONS INCLUDING BUT NOT LIMITED TO PATCH SECTIONS DUE TO TRENCHING OR OTHER OPERATIONS. THE SLAB ON GRADE INFILL SHALL BE DESIGNED IN ACCORDANCE WITH THE WRI/CRSI DESIGN OF SLAB-ON-GROUND FOUNDATIONS OR ACI 360R-10 GUIDE TO DESIGN OF SLABS-ON-GROUND. DRILL AND EPOXY #4@18 O.C. OR #3 @ 16 O.C INTO EXISTING SOG.. SEE NOTE #5 (N) NORMAL WEIGHT CONC. PATCH 3000PSI MIN. COMPRESSIVE STRENGTH. MIN. DEPTH EQUAL TO (E) SOG. SAWCUT JOINT, ROUGHEN TO 1/4" MIN. AMPLITUDE PRIOR TO (N) CONC. PLACEMENT, TYP. (E) SUBBASE/SUBGRADE, SEE NOTE #2 (E) CONC. SOG. REMOVE AND REPLACE SUBBASE/SUBGRADE. SEE NOTE #1 (N) MOISTURE BARRIER, LAP AND SEAL TO (E) MIN. 6" AS FAR AS POSSIBLE W/ DISTURBING SUBBASE/SUBGRADE BELOW (E) SOG. SEE NOTE #3 (E) MOISTURE BARRIER TO REMAIN.CL 2"2" (3) CONT. #3 @ 16 O.C MAX. INTO EXISTING SOG.. SEE NOTE #5 REINFORCED CONCRETE: MINIMUM CONCRETE PROPERTIES: ALL CONCRETE EXPOSURE CATEGORIES PER ACI 318 TABLE 19.3.1.1INTERIOR SLABS ON GRADE: A. EXPOSURE: F0B. 28 DAY STRENGTH, f’c = 3,000 psiC. NORMAL WEIGHT CONCRETE GENERAL REQUIREMENTS:ALL CONCRETE WITH EXPOSURES EXCEEDING F0 SHALL HAVE AIR ENTRAINMENT PER ACI 318 TABLE 19.3.3.1 OR:• CONCRETE EXPOSED (F1) TO MOISTURE AND FREEZING/THAWING SHALL HAVE 5% AIR ENTRAINMENT +/-1.5% • CONCRETE EXPOSED (F2/F3) TO CONTINUOUS MOISTURE OR SOIL AND FREEZING/THAWING SHALL HAVE 6% AIR ENTRAINMENT +/-1.5% • CONCRETE SLUMP SHALL BE 3" MAX (A TARGET SLUMP OF 5" FOR POST TENSIONED SLABS WITH A MAXIMUM OF 6") PRIOR TO ADDITION OF ADMIXTURES AND 8" MAX SLUMP AFTER ADDITION.• CALCIUM CHLORIDE MAY NOT BE USED.• NOMINAL AGGREGATE SIZE SHALL BE LIMITED TO 3/4" MAXIMUM, U.N.O. OR AS APPROVED BY THE ENGINEER.• ALL CONCRETE SHALL HAVE 5 1/2 SACKS MIN. OF CEMENT PER CUBIC YARD AND A MAX. WATER/CEMENT RATIO =0.45.• FLYASH MAY BE USED TO REPLACE UP TO A MAXIMUM OF 25% OF CEMENT BY WEIGHT.• CONCRETE SUPPLIER SHALL COORDINATE EXPECTED WATER VAPOR TRANSMISSION RATES DURING CURING OF THE CONCRETE WITH CONTRACTOR AND ARCHITECT TO ALLOW FOR FLOORING/ROOFING TO BE INSTALLED.• ELECTRICAL CONDUIT PLACED IN CONCRETE SHALL BE RIGID STEEL OR FLEXIBLE PLASTIC CONDUIT, NO ALUMINUM IS ALLOWED. FOR CONDUIT PLACED IN SLABS THE MAXIMUM OUTSIDE DIAMETER SHALL NOT EXCEED 1/6 TIMES SLAB THICKNESS AND IT SHALL BE LOCATED IN THE MIDDLE THIRD. NO MORE THAN ONE LAYER OF CONDUIT MAY BE USED, ANCHOR CONDUIT TO A MINIMUM OF #4 @ 12" O.C. PERPENDICULAR TO CONDUIT AND EXTENDING 12" MINIMUM BEYOND. FOR CONDUIT PLACED IN CONCRETE OVER METAL DECKING, CONDUIT MAY RUN IN THE VALLEY OF THE DECK FLUTES ONLY WITH A MINIMUM OF 1" COVER ABOVE AND NO MORE THAN ONE CONDUIT PER DECK FLUTE. CONDUIT SHALL NOT BE LOCATED IN FOOTINGS, BEAMS OR GIRDERS WITHOUT PRIOR APPROVAL OF THE ENGINEER.• CONCRETE PLACED DURING FREEZING OR NEAR-FREEZING WEATHER SHALL COMPLY WITH REQUIREMENTS OF ACI 318-26.5.4. CONCRETE PLACED DURING HOT WEATHER SHALL COMPLY WITH ACI 318-26.5.5. CONCRETE CLEAR COVER FOR REINFORCING STEEL IS AS FOLLOWS:• FOOTINGS AND OTHER UNFORMED SURFACES, EARTH FACE: 3"• FORMED SURFACES IN DIRECT CONTACT WITH EARTH OR WEATHER: 2" FOR #6-#18, 1-1/2" FOR UP TO #5 BAR• SLABS NOT EXPOSED TO EARTH OR WEATHER: 1-1/2" FOR #14-#18, 3/4" FOR UP TO #5 BAR REINFORCING STEEL: GENERAL REQUIREMENTS:A. STANDARDS FOR ALL REINFORCING STEEL: ASTM A615 GRADE 60.B. EPOXY COATED REINFORCING STEEL: ASTM A775 GRADE 60.• DETAILING (BENDS, HOOKS, SPLAYS, ETC) SHALL BE IN ACCORDANCE WITH ACI 315 AND 318 (LATEST EDITION).• STANDARD FOR ALL WELDED WIRE MESH: ASTM A-185. LAP ALL EDGES 1 1/2 MESH MINIMUM.• ALL REINFORCING STEEL SHALL BE FREE OF GREASE, OIL, OR MUD, ETC. AT THE TIME OF CONCRETE PLACEMENT. INTENDED COATINGS SHALL BE PER PLANS OR APPROVED BY ENGINEER. SPECIFIED FLOOR COVER 1/8" TILE GROUT AT JOINT RECESSED FLOOR BOX NEW CONCRETE INFILL (MIN. 3000 PSI) POUR FLUSH WITH ADJACENT CONCRETE AND TROWEL TO SMOOTH AND EVEN SURFACE. NEW FLOOR FINISH AS SCHEDULED. PEERLESS SF640PFLAT WALL MOUNT ARLINGTON INDUSTRIES TVB613IN - WALL EQUIPMENT BOXFURNISHED AND INSTALLED BY G.C. PLYWOOD BLOCKING20"W x 20"H x 3/4" THICKSECURED TO WALL STUDSBEHIND DRYWALL SAMSUNG QM55R55" LCD DISPLAY 3 1/16" PEERLESS SF640PFLAT WALL MOUNT ARLINGTON INDUSTRIES TVB613IN - WALL EQUIPMENT BOX CONTAINING DUPLEX NEMA 5-20R POWER RECEPTACLE AND (2) SHIELDED CAT6 RJ45 RECEPTACLES INSTALLED IN EQUIPMENT BOX FURNISHED AND INSTALLED BY G.C. PLYWOOD BLOCKING20"W x 20"H x 3/4" THICKSECURED TO WALL STUDSBEHIND DRYWALL OUTLINE OF DISPLAY BOTTOM OF BLOCKING 4'-4 3/8" AFF CENTER OF DISPLAY 5'-3 7/8" AFF EQ EQ CENTER OF EQUIPMENT BOX 5'-3 7/8" AFF UPPER MOUNTING POINTS ON WALL BRACKET 5'-7 7/8" AFF CL CL Job No. Owner Approval Scale DELTA ISSUE DATEDESCRIPTION NOT FOR CONSTRUCTION SERIAL NUM./MANH. ID: VERSION: BULLETIN: As indicated 1/2 9 / 2 0 2 4 2 : 4 0 : 4 9 P M 47BACX.1220.002 2024 A03.02 POWER & COMMUNICATION - DETAILS - WEST ARCADIA, CA FCID 9767 1234 S BALDWIN AVENUE ARCADIA, CA 91007-7510 - - 03-2023 CHARLOTTE 615 S. COLLEGE ST. SUITE 725 CHARLOTTE, NC 28202TEL 704-908-1540 © INTERIOR ARCHITECTS, INC., A CALIFORNIA CORPORATION.ALL DRAWINGS AND WRITTEN MATERIAL HEREIN CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT, AND THE SAME MAY NOT BE DUPLICATED, USED, OR DISCLOSED WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT. 3" = 1'-0"2 FLOOR BOX INSTALLATION 1" = 1'-0"1 SLAB ON GRADE TRENCHING PATCH 1 1/2" = 1'-0"3 DIGITAL POSTER WALL SECTION 1 ISSUED FOR PERMIT 01.25.20231/2" = 1'-0"4 DIGITAL POSTER WALL DETAIL OS OS OS OS OS 360 o OS OS 36 0 o 360 o 360 o 360 o 360 o OS OS OS OS OS OS OS OS 360 o 360 o 360 o OS OSOS OS OS OSB OSB 360o CEILING MOUNTED ONE SIDED EXIT SIGN CEILING MOUNTED TWO SIDED EXIT SIGN WALL MOUNTED EXIT SIGN LINEAR FLUORESCENT SURFACE MOUNT 2X4 FLUORESCENT TROFFER FIXTURE 2X2 FLUORESCENT TROFFER FIXTURE RECESSED DOWNLIGHT RECESSED WALL WASHER WALL MOUNTED SINGLE LIGHT SWITCH WALL MOUNTED SINGLE LIGHT SWITCH NEW TYP. CEILING GRID NEW GWB CEILING / SOFFIT - MOUNTING HEIGHT A.F.F.- USE FOR PROJECTION SCREEN- THREE WAY SWITCH +80 PS 3 LINEAR FLUORESCENT RECESSED RCP LEGEND EXISTING CEILING GRID EXISTING GWB CEILING / SOFFIT OSD OSA OS B PASSIVE INFRARED WALL SWITCH OCCUPANCY SENSOR PASSIVE INFRARED OCCUPANCY SENSOR OCCUPANCY SENSOR - 360 DEGREE, TWO-SIDED UNDERCABINET LIGHTING DSA DIMMING SENSOR ANNOTATION NOTES: E - DENOTES EXISTING N - DENOTES NEW SHEET NOTES 1. REFER TO A00.40 FOR FINISH SCHEDULE.2. VERIFY AS-BUILT FIELD CONDITIONS AND LOCATIONS FOR EXISTING AND NEW PLUMBING, AUDIO VISUAL, HVAC DUCTWORK AND PIPING, STRUCTURAL FRAMING, ELECTRICAL BUS DUCT AND CONDUIT BANKS, ELECTRICAL PULL BOXES, FIRE PROTECTION LINES AND RELATED WORK TO DETERMINE AND COORDINATE BEST CEILING FRAMING, POINTS OF ACCESS AND CLEARANCES AS REQUIRED FOR NEW WORK. 3. PROVIDE ACCESS PANELS WHERE REQUIRED IN GYP.BD. CEILING INCLUDING, BUT NOT LIMITED TO FIRE SMOKE DAMPERS, FIRE LIFE SAFETY J-BOXES, FAN COILS AND VAV BOXES PER MANUFACTURER'S WRITTEN RECOMMENDATIONS, CONDUIT BANK PULL BOXES AND CONTROL AND SHUTOFF VALVES.4. CEILING MOUNTED ELECTRICAL DEVICES SHALL BEAR UL LABEL AND FREE OF DEFECTS. 5. WHERE ACOUSTICAL CEILING TILE IS SCHEDULED TO REMAIN, REPLACE DAMAGED ACOUSTICAL CEILING TILE WITH NEW TO MATCH EXISTING. IF PRODUCT IS NOT AVAILABLE FROM BUILDING INVENTORY ATTIC STOCK OR MANUFACTURER, NOTIFY ARCHITECT PRIOR TO START OF WORK. 6. LIGHTING CONTROL COVER PLATES SHALL BE WHITE AT GYP BD CEILINGS, SOFFITS AND CEILING MOUNTED FABRIC WRAPPED PANEL LOCATIONS, UNLESS NOTED OTHERWISE. 7. AT EXPOSED STRUCTURE AREAS IN STEEL BUILDINGS WITH EXPOSED SPRAY FIREPROOFING, PROVIDE PROTECTIVE OVERSPRAY AT SPRAY- FIREPROOFING TO PREVENT DUSTING WHERE PAINT IS SCHEDULED AT EXPOSED CONSTRUCTION. PROVIDE PRIMER/SEALER UNDERCOAT PER MANUFACTURER'S WRITTEN RECOMMENDATIONS.8. CONTRACTOR TO COORDINATE FIRE SPRINKLER AND FIRE ALARM DEVICE LOCATIONS WITH ARCHITECT PRIOR TO SUBMITTING FOR PERMIT. WHERE APPLICABLE CENTER SPRINKLER HEADS IN CEILING PANEL/TILE. ALIGN SPEAKERS, SMOKE DETECTORS, MOTION SENSORS AND RELATED CEILING MOUNTED DEVICES WITH LIGHTING FIXTURE CENTERLINES AND CENTER OF CEILING PANEL/TILE. LOCATE HVAC DIFFUSERS IN GYP BD CEILINGS AS SHOW ON ARCHITECTURAL R.C.P.9. LOCATE EXIT SIGNS VERTICALLY ABOVE THE FINISH FLOOR TO INSURE SIGHT LINES ARE NOT BLOCKED BY LIGHT FIXTURES, BEAMS, SOFFITS, DROPPED CEILINGS, DUCTWORK, CONDUIT BANKS, PIPING AND RELATED OVERHEAD WORK.10. GYPSUM BOARD CEILINGS AND SOFFITS IN PUBLIC FACING AREAS TO BE PAINTED P-15, UON. SEE FINISH SCHEDULE FOR SPECIFIC PRODUCT.11. CLEAN EXISTING LIGHTING FIXTURES TO REMAIN.12. CLEAN EXISTING DUCTWORK, REGISTERS, GRILLES, AND DIFFUSERS. REPLACE EXISTING FILTERS AFTER CLEANING.13. CLEAN EXITING CONCEALED-SPLINE CEILING.14. INSTALL NEW LIGHT FIXTURES AND ACT WITHIN CENTER OF ROOM EACH WAY AS SHOWN (TYP. THROUGHOUT) U.N.O.15. COORDINATE LENGTHS OF UNDER CABINET FIXTURES WITH SCHEDULED MILLWORK CABINETS.16. GYPSUM BOARD CEILING PAINTED P-15, UNLESS NOTED OTHERWISE.17. REFER TO CEILING DETAILS FOR WIRELESS APPLICATION PROTOCOL MOUNTING DETAIL. S B A L D W I N A V E CB OFFICE 8 113 CB OFFICE 7 112 CB OFFICE 6 111 CB OFFICE 5 110 ME OFFICE 4 109 ME OFFICE 3 108 SBNB OFFICE 2 107 SBNB OFFICE 1 106 WELLNESS 103 STORAGE 104 STAIRS 105 STORAGE 132 JANITOR ROOM 131 SD VAULT 129 STORAGE 130 CPN 128 SD LOBBY 127 STORAGE 124 STAIRS 125 HALL 122 GENDER NEUTRAL RESTROOM 123 CLNB OFFICE 9 121 CB OFFICE 10 120 CB OFFICE 11 119 CB OFFICE 12 118 UCC 117 CSR 115 WORK ROOM 116 BREAK ROOM 126 CENTRAL ZONE 100 CENTRAL ZONE 100 HALL 114 HALL 102 N EQ EQEQ EQ ACT-5 7' - 5" EXIST. 7' - 6" EXIST. 7' - 6" EXIST. 8' - 6" EXIST. 8' - 6" EXIST. 8' - 6" EXIST. 8' - 6" EXIST. 8' - 6" EXIST. 8' - 6" EXIST. 8' - 7" EXIST. 7' - 8" EXIST. 7' - 7" EXIST. 13' - 0" EXIST. 13' - 0" EXIST. 7' - 5" EXIST. 7' - 9" EXIST. 8' - 6" EXIST. 8' - 6" EXIST. 13' - 0" EXIST. 7' - 5" ACT-4 8' - 6" EXIST. 8' - 6" EXIST. 7' - 6" EXIST. 8' - 6" EXIST. 8' - 6" EXIST. 8' - 6" E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E EEEEEEEEEEEEEEE E E E E E E E E E E E E E E E EE E E E E E E E E E E E E E E E E E E E E E E E E E E EE E E E E E E E E E E EE E EEE E E E E E E E E E E E E E E E E E E E E E E EE E E E E E E E E E E E E E E E E E E EEEEEEEEEEEEEE E E E E E E E E E EQ EQ EQ EQ E E E E E E EE E E 7' - 5" EXIST. SOFFIT 301301 301301 301301 301301 301301 301301 301301 301301 301301 301301 301301 301301301301 301301301301 301301 301301 301301 301301 301301 301301 302 302 302 302 R R N 301 ATM ROOM 101 ACT-5 8' - 2" 302 302 302 R13A R13A R13A R13A R R ACT-5 7' - 5" EQ.EQ. EQ. EQ. EQ.EQ. E E 302 EQ. EQ. E E E E N N N E N Job No. Owner Approval Scale DELTA ISSUE DATEDESCRIPTION NOT FOR CONSTRUCTION SERIAL NUM./MANH. ID: VERSION: BULLETIN: As indicated 1/2 9 / 2 0 2 4 2 : 4 0 : 5 3 P M 47BACX.1220.002 2024 A04.01 REFLECTED CEILING PLAN - FIRST FLOOR - WEST ARCADIA, CA FCID 9767 1234 S BALDWIN AVENUE ARCADIA, CA 91007-7510 - - 03-2023 CHARLOTTE 615 S. COLLEGE ST. SUITE 725 CHARLOTTE, NC 28202TEL 704-908-1540 © INTERIOR ARCHITECTS, INC., A CALIFORNIA CORPORATION.ALL DRAWINGS AND WRITTEN MATERIAL HEREIN CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT, AND THE SAME MAY NOT BE DUPLICATED, USED, OR DISCLOSED WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT. KEYNOTES NO.DESCRIPTION 301 EXISTING CEILING, LIGHT FIXTURES AND DIFFUSERS TO REMAIN. 302 MATCH NEW ACT CEILING TO ADJACENT EXISTING ACT CEILING, TYP. U.O.N. 1/4" = 1'-0"1 REFLECTED CEILING PLAN - FIRST FLOOR 1 ISSUED FOR PERMIT 01.25.2023 TTTTT T T T TT T AL I G N AL I G N AL I G N ALIGN SHEET NOTES 1. FOR FINISH MATERIAL DEFINITIONS REFER TO SHEET A00.40 FINISHES, AND THE SPECIFICATIONS.2. SEE GENERAL NOTES ON SHEET A00.40 FOR DOOR FINISHES.3. FOR WALL FINISHES, REFER TO ELEVATIONS.4. FOR CEILING FINISHES REFER TO RCP.5. DYMANIC COEFFICIENT OF FRICTION (DCOF) FOR WET AND DRY LEVEL INTERIOR FLOORING SURFACES (INCLUDING SEALED CONCRETE) TO BE 0.42 MIN. MANUFACTURER'S DOCUMENTATION TO BE INCLUDED IN MATERIAL SUBMITTALS.6. UNLESS OTHERWISE NOTED, THE DEFINED STARTING POINT OF A UNITIZED FINISH MATERIAL SHALL BE A FINISHED EDGE OF THE UNIT.7. SEE GENERAL NOTES ON POWER AND COMMUNICATIONS PLAN FOR COVER PLATE COLORS.8. ALL PARTITIONS SHALL BE PAINTED P-15 AND TO RECEIVE B-12 AT NON-CUSTOMER FACING AREAS, U.N.O.9. PROVIDE STRAIGHT, FLUSH BASE AT CARPETED AREAS AND COVED BASE AT HARD FLOORING SURFACES, U.N.O.10. ENSURE SURFACES TO RECEIVE FINISHES ARE CLEAN, TRUE AND FREE OF IRREGULARITIES. DO NOT PROCEED WITH WORK UNTIL SATISFACTORY CONDITIONS HAVE BEEN CONFIRMED. N.I.C. LEGEND P-1 FINISH MATERIAL DEFINITION FINISH MATERIAL TAG FLOOR FINISH TRANSITION FLOOR FINISH DIRECTION PATTERN START TILE AXONOMETRIC / PERSPECTIVEVIEW REFERENCE START TILE 1 A101 ALIGN FLOOR TILE START POINT MILLWORK S B A L D W I N A V E CB OFFICE 8 113 CB OFFICE 7 112 CB OFFICE 6 111 CB OFFICE 5 110 ME OFFICE 4 109 ME OFFICE 3 108 SBNB OFFICE 2 107 SBNB OFFICE 1 106 WELLNESS 103 STORAGE 104 STAIRS 105 ATM ROOM 101 STORAGE 132 JANITOR ROOM 131 SD VAULT 129 STORAGE 130 CPN 128 SD LOBBY 127 STORAGE 124 STAIRS 125 HALL 122 GENDER NEUTRAL RESTROOM 123 CLNB OFFICE 9 121 CB OFFICE 10 120 CB OFFICE 11 119 CB OFFICE 12 118 UCC 117 CSR 115 WORK ROOM 116 BREAK ROOM 126 CENTRAL ZONE 100 CENTRAL ZONE 100 HALL 114 HALL 102 EMERGENCY EXIT 50% MFUENTRY 50% 2.MT 3.STD 4.STD FCAM UP ATM UP ATM ATM P-15B-11 P-17B-11 P-15B-11 P-17B-11 P-15B-11 P-15B-11 CPT-10 P-15B-11 P-15B-11 P-19B-11 P-19B-11 P-15B-11 P-17B-11 P-17B-11 P-17B-11 P-15B-11 P-17B-11 P-15B-11 P-17B-11 P-17B-11 P-17B-11 P-17B-11 P-15B-11 P-15B-11 P-15B-11 P-15B-12 P-15B-11 P-15B-11 P-15B-12 P-17B-11 P-17B-11 P-15 P-15 P-15B-11 P-15B-11 P-15B-12 FF-2 FF-2 SS-M-GFF-2 SS-M-GFF-2 WM-01 P-15B-11 WC-20 WC-20 WC-20 WC-20 OPF-S VCT-2 P-15B-12 P-15B-12 CT-14P-15B-11 P-15 P-15 SOFFIT ABOVE 30'-3 1/2" 4'-2" 9'-1 1/2" 9'-8" 12'-9" START TILE P-15B-11 PL-7 PL-18HW 401401 401401 401401 401401 402 403 403 403 403 P-15 FF-2 FF-2 FF-2 FF-2 ND FF-2 FF-2 FF-2 FF-2 WC-2CT-12C CPT-10 CPT-10 CPT-10 CPT-10 CPT-10 CPT-10 CPT-10 CPT-10 CPT-10 CPT-10 CPT-10 CPT-10 CPT-10CPT-10CPT-10CPT-10CPT-10CPT-10CPT-10CPT-10 CPT-10 CPT-10 FF-2 404404 404 404 404 404 404 404 404404404404 CT-16 PL-18HW 4 FULL TILES 1 A12.50 ________________ TYP. 1 A12.50________________ TYP. 5 A12.50 ________________ TYP. 2 A12.50________________ TYP. 4 A12.50 3 A12.50________________ 5 A12.50 ________________ TYP. ACCESSIBLE Job No. Owner Approval Scale DELTA ISSUE DATEDESCRIPTION NOT FOR CONSTRUCTION SERIAL NUM./MANH. ID: VERSION: BULLETIN: As indicated 1/2 9 / 2 0 2 4 2 : 4 0 : 5 6 P M 47BACX.1220.002 2024 A05.01 FINISH PLAN - FIRST FLOOR - WEST ARCADIA, CA FCID 9767 1234 S BALDWIN AVENUE ARCADIA, CA 91007-7510 - - 03-2023 CHARLOTTE 615 S. COLLEGE ST. SUITE 725 CHARLOTTE, NC 28202TEL 704-908-1540 © INTERIOR ARCHITECTS, INC., A CALIFORNIA CORPORATION.ALL DRAWINGS AND WRITTEN MATERIAL HEREIN CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT, AND THE SAME MAY NOT BE DUPLICATED, USED, OR DISCLOSED WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT. KEYNOTES NO.DESCRIPTION 401 EXISTING FLOORING AND BASE TO REMAIN. 402 FLOOR TILE TO STOP AT BASE OF TELLER LINE. 403 PROVIDE PRIMER TINTED WITH P-15 (BENJAMIN MOORE PAINT ONLY) LEVEL 5 FINISH. WALL TO BE CURED FOR 10 DAYSMINIMUM AT A TEMPERATURE OVER 60 DEGREES F. BEHIND WC. 404 PROVIDE LEVEL 5 FINISH FOR ACCENT WALLS, TYPICAL. 1/4" = 1'-0"1 FINISH PLAN - FIRST FLOOR 1 ISSUED FOR PERMIT 01.25.2023 RE F . S B A L D W I N A V E DN FILE ROOM 212 W/WASHROOM 211 RESTROOM 210 M/WASHROOM 208 RESTROOM 207 STAIRS 205 STAFF ROOM 204 FILE ROOM 203 FILE ROOM 202 STAIRS 200 MECHANICAL ROOM 209 STORAGE 206 CORRIDOR 201 DN UP P-15 P-15 P-15 P-15 P-15 P-15 401401 401401 401401401401 401401 401401 401401 401401 401401 ROOM (Scan not Available) 55 SHEET NOTES 1. FOR FINISH MATERIAL DEFINITIONS REFER TO SHEET A00.40 FINISHES, AND THE SPECIFICATIONS.2. SEE GENERAL NOTES ON SHEET A00.40 FOR DOOR FINISHES.3. FOR WALL FINISHES, REFER TO ELEVATIONS.4. FOR CEILING FINISHES REFER TO RCP.5. DYMANIC COEFFICIENT OF FRICTION (DCOF) FOR WET AND DRY LEVEL INTERIOR FLOORING SURFACES (INCLUDING SEALED CONCRETE) TO BE 0.42 MIN. MANUFACTURER'S DOCUMENTATION TO BE INCLUDED IN MATERIAL SUBMITTALS.6. UNLESS OTHERWISE NOTED, THE DEFINED STARTING POINT OF A UNITIZED FINISH MATERIAL SHALL BE A FINISHED EDGE OF THE UNIT.7. SEE GENERAL NOTES ON POWER AND COMMUNICATIONS PLAN FOR COVER PLATE COLORS.8. ALL PARTITIONS SHALL BE PAINTED P-15 AND TO RECEIVE B-12 AT NON-CUSTOMER FACING AREAS, U.N.O.9. PROVIDE STRAIGHT, FLUSH BASE AT CARPETED AREAS AND COVED BASE AT HARD FLOORING SURFACES, U.N.O.10. ENSURE SURFACES TO RECEIVE FINISHES ARE CLEAN, TRUE AND FREE OF IRREGULARITIES. DO NOT PROCEED WITH WORK UNTIL SATISFACTORY CONDITIONS HAVE BEEN CONFIRMED. N.I.C. LEGEND P-1 FINISH MATERIAL DEFINITION FINISH MATERIAL TAG FLOOR FINISH TRANSITION FLOOR FINISH DIRECTION PATTERN START TILE AXONOMETRIC / PERSPECTIVEVIEW REFERENCE START TILE 1 A101 ALIGN FLOOR TILE START POINT MILLWORK Job No. Owner Approval Scale DELTA ISSUE DATEDESCRIPTION NOT FOR CONSTRUCTION SERIAL NUM./MANH. ID: VERSION: BULLETIN: As indicated 1/2 9 / 2 0 2 4 2 : 4 0 : 5 8 P M 47BACX.1220.002 2024 A05.02 FINISH PLAN - SECOND FLOOR - WEST ARCADIA, CA FCID 9767 1234 S BALDWIN AVENUE ARCADIA, CA 91007-7510 - - 03-2023 CHARLOTTE 615 S. COLLEGE ST. SUITE 725 CHARLOTTE, NC 28202TEL 704-908-1540 © INTERIOR ARCHITECTS, INC., A CALIFORNIA CORPORATION.ALL DRAWINGS AND WRITTEN MATERIAL HEREIN CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT, AND THE SAME MAY NOT BE DUPLICATED, USED, OR DISCLOSED WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT. 1/4" = 1'-0"1 FINISH PLAN - SECOND FLOOR KEYNOTES NO.DESCRIPTION 401 EXISTING FLOORING AND BASE TO REMAIN. 1 ISSUED FOR PERMIT 01.25.2023 SHEET NOTES 1. ACCESSIBLE ACCESSIBLE WORKSTATION, CHAIRS AND CREDENZA ARE PROVIDED AND INSTALLED BY BANK'S FURNITURE VENDOR. CONTRACTOR TO COORDINATE WITH VENDOR, SHOWN FOR CLARIFICATION ONLY. 2. FURNITURE AND MILLWORK LISTED BELOW TO BE ORDERED BY PJM 3. QUANTITIES MUST BE VERIFIED BY THE FURNITURE VENDOR BEFORE DETERMINING THE FINAL NUMBER FOR PROCUREMENT PURPOSES. CB OFFICE 8 113 CB OFFICE 7 112 CB OFFICE 6 111 CB OFFICE 5 110 ME OFFICE 4 109 ME OFFICE 3 108 SBNB OFFICE 2 107 SBNB OFFICE 1 106 WELLNESS 103 STORAGE 104 STAIRS 105 STORAGE 132 JANITOR ROOM 131 SD VAULT 129 STORAGE 130 CPN 128 SD LOBBY 127 STORAGE 124 STAIRS 125 HALL 122 GENDER NEUTRAL RESTROOM 123 CLNB OFFICE 9 121 CB OFFICE 10 120 CB OFFICE 11 119 CB OFFICE 12 118 UCC 117 CSR 115 WORK ROOM 116 EMERGENCY EXIT 50% MFUENTRY 50% BREAK ROOM 126 CENTRAL ZONE 100 CENTRAL ZONE 100 HALL 114 HALL 102 2.MT 3.STD 4.STD FCAM UP ATM ND UP ATM CH-42 CH-49TB-22 107 EQ EQ CBCBFCM ATM CH-43 CH-43 CH-44 CH-43 CH-43 CH-44 CH-43 CH-43 CH-44 CH-43 CH-43 CH-44 CH-43 CH-43 CH-44 CH-43CH-43 CH-44 CH-43 CH-43 CH-44 CH-43 CH-43 CH-44 WS-40 WS-40 WS-40P WS-40P WS-40 WS-40 CH-44 WS-40 WS-40 CH-60 CH-60 CH-48 CH-60 CH-60 TB-39 TB-39CW-3 CH-62RH CH-60 CH-60TB-39 CH-62RH CH-60 CH-60TB-39 CW-4LH CW-13b CH-5b CH-5 CH-5 CH-5 CH-5 CH-43 TA-19 TA-02 CH-3 CH-3 0309 24 64 WS-41 WS-41 WS-41 WS-41 CH-44 CH-44 CH-44 CH-44 CH-43 CH-43 CH-43 CH-43 CH-43 CH-43 CH-43 CH-43 8'-7 1/2" CL 15'-1"6'-1"5'-10" CL 8'-7 5/8" CL CL FSMW-65-D-SPEQ EQ CL CL FL-2 FL-2 S B A L D W I N A V E CW-1 7'-10 7/8" CL REF. 501501501501501501501501 501 501 501 501 502 503 MFP WM-VD-55 EQ EQ CL PRINTER NFS-FC-2 ATM ROOM 101 108 504 EQ EQ CL RELOCATED ATM CLEQEQBCS-L SIGNAGEABOVE MA-2 MA-2 MA-2 MA-2 MA-2 MA-2 MA-2 MA-2 MA-2 MA-2 MA-2 MA-2 CL ACCESSIBLE Job No. Owner Approval Scale DELTA ISSUE DATEDESCRIPTION NOT FOR CONSTRUCTION SERIAL NUM./MANH. ID: VERSION: BULLETIN: As indicated 1/2 9 / 2 0 2 4 2 : 4 1 : 1 6 P M 47BACX.1220.002 2024 A06.01 FURNITURE PLAN - FIRST FLOOR - WEST ARCADIA, CA FCID 9767 1234 S BALDWIN AVENUE ARCADIA, CA 91007-7510 - - 03-2023 CHARLOTTE 615 S. COLLEGE ST. SUITE 725 CHARLOTTE, NC 28202TEL 704-908-1540 © INTERIOR ARCHITECTS, INC., A CALIFORNIA CORPORATION.ALL DRAWINGS AND WRITTEN MATERIAL HEREIN CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT, AND THE SAME MAY NOT BE DUPLICATED, USED, OR DISCLOSED WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT. NO.DESCRIPTION 501 INSTALL WALL BASE AFTER FURNITURE HAS BEEN INSTALLED. 502 RELOCATED EXISTING REFRIGERATOR. 503 PROVIDE ACRYLIC HOLDER (LETTER SIZED) SECURED TO THE BACK OF DOOR TO DISPLAY WELLNESS ROOM PRIORITYSIGN. COORDINATE WITH BANK MERCHANDISING TEAM FOR FURTHER INFORMATION. 504 NEW QUEUE STANCHIONS BY MLE. KEYNOTESSCHEDULES EMPIRE B+N FIXTURE CW-4LH CONCIERGE STATION - 72" W 1 BERNHARDT CH-42 BERNHARDT CANELLE 1 CH-43 BERNHARDT CHANTAL 25 CH-48 BERNHARDT BALANCE BENCH 1 CH-49 BERNHARDT OTTOMAN APEL 1 TB-22 BERNHARDT QUIET 1 HBF CH-60 CITYSCAPE-2 LOUNGE CHAIR WITH ARMS 8 CH-62 RH CITYSCAPE 2 MEDIUM WITHOUT POWER - RIGHT 2 TB-39 CITYSCAPE TABLE 4 STEELCASE CH-3 STEELCASE MOVE CHAIR 2 CH-5 STEELCASE SERIES 1 STOOL 4 CH-5b STEELCASE SERIES 1 CHAIR 1 CH-44 STEELCASE SILQ CHAIR 12 FL-2 STEELCASE HIGH PEDESTAL 2 MA-2 X2BBTWETBETB12 14 WS-40 WORKSTATION 6 WS-40P WORKSTATION WITH PRINTER CABINET 2 WS-41 WORKSTATION 4 B+N B+N FIXTURE CW-1 TRASH CABINET 1 CW-3 RECYCLING CABINET - 72" W 1 CW-13b BUSINESS CENTER DEMO TABLE 1 DMG FIXTURE FSMW-65-D-SP FSMW-65-D-SP - FREE STANDING MEDIA WALL - 65-IN MONITOR - DOUBLE SIDED WITH SPEAKER 1 DMG DMG FIXTURE WM-VD-55 WALL MOUNTED DIGITAL POSTER / RATE BOARD 1 1/4" = 1'-0"1 FURNITURE PLAN - FIRST FLOOR 12 1 ISSUED FOR PERMIT 01.25.2023 A08.01 3 4 5 2 PF-02 PF-03 TA-07 TA-08 TA-04 TA-10 A08.01 6 1'-6" CL 48" 30" TA-13 60" 66" PF-01TA-06 TA-14 TA-03TA-09TA-17 TA-16 152 151153 1'-6" CL GENDER NEUTRAL RESTROOM 123 TA-10 1'-7" 3" COVE BASE CT-12C P-15 WC-2 GRAB BAR 34" T.O. TA-04 TA-17 2'-1" TA-09 15" MIN. 15" 3" COVE BASE CT-12C TA-07 PF-03 REFLECTIVE SURFACE 3'-4" MAX. TO BOTTOM OF TO SINK RIM 2'-10" SOAP DISPENSER 3'-4" TO B.O. GRAB BAR 34" T.O. TA-04 TA-10 PF-01 TA-08 P-15 WC-2 17"MIN - 19" MAX. 17" 154 3" COVE BASE CT-12C P-15 WC-2PF-02 PF-03 TA-07 3'-0" TA-13 2'-0"P-15 WC-2 P-15 3" COVE BASE CT-12C 4'-0" 3'-11" TA-14TA-16 3'-11" LOCATION HORIZONTALGRAB BAR42" LONG HORIZONTALGRAB BAR 36" LONG SURFACE MOUNTED SANITARY NAPKIN DISPOSAL SEE ELEVATION AND ACCESSIBILITY DETAILS MARK DESCRIPTION MOUNTING HT. 19" A.F.F. TO CENTERLINE OF ROLL WOMEN UTILITY HOOK 48" A.F.F. TO T.O. HOOKMEN, WOMEN BACKLIT MIRROR 40" A.F.F. TO BOTTOM OF REFLECTIVE SURFACE TOILET PAPER DISPENSER SOAP DISPENSER 40" A.F.F. TO BOTTOM OF OPERABLE PART MEN, WOMEN MEN, WOMEN MEN, WOMEN MEN, WOMEN MEN, WOMEN MEN, WOMEN SEE ELEVATION AND ACCESSIBILITY DETAILS UNDER LAVATORY GUARDMEN, WOMEN HAND DRYER MEN, WOMEN TRASH RECEPTACLE MEN, WOMEN RESTROOM SIGNAGE BABY CHANGING STATIONMEN, WOMEN SURFACE MOUNTED TOILET SEAT COVER DISPENSER MEN, WOMEN SEE ELEVATION AND ACCESSIBILITY DETAILS SEE ELEVATION AND ACCESSIBILITY DETAILS SEE ELEVATION AND ACCESSIBILITY DETAILS SEE ELEVATION AND ACCESSIBILITY DETAILS SEE ELEVATION AND ACCESSIBILITY DETAILS SEE ELEVATION AND ACCESSIBILITY DETAILS SEE ELEVATION AND ACCESSIBILITY DETAILS RECESSED PAPER TOWEL DISPENSER SEE ELEVATION AND ACCESSIBILITY DETAILS WELLNESS ROOM,BREAK ROOM MIRRORWELLNESS ROOM SEE ELEVATION AND ACCESSIBILITY DETAILS WATER CLOSETMEN, WOMEN SEE ELEVATION AND ACCESSIBILITY DETAILS RESTROOM SINK -WALL MOUNTED SEE ELEVATION AND ACCESSIBILITY DETAILS RESTROOM FAUCET SEE ELEVATION AND ACCESSIBILITY DETAILS MEN, WOMEN MEN, WOMEN HI-LO DRINKING FOUNTAIN SEE ELEVATION AND ACCESSIBILITY DETAILS MEN, WOMEN TA-02 TA-03 TA-04 TA-06 TA-07 TA-08 TA-09 TA-10 TA-12 TA-13 TA-14 TA-15 TA-16 TA-17 TA-19 PF-01 PF-02 PF-03 PF-06 (N) 4X F.R.T. WOOD BLOCKING FASTENED TO METAL STUDS WITH SIMPSON A34 CLIP T&B EACH SIDE. ATTACH IN A MANNER THAT RESISTS A SINGLE CONCENTRTED LOAD OF 250 POUNDS APPLIED IN ANY DIRECTION AT ANY POINT ON THE GRAB BAR IN COMPLIANCE WITH 2018 INTERNATIONAL BUILDING CODE SECTION 1607.8.2 CONCEALED MOUNTING BRACKET ATTACHED WITH (2) 1/4" X 3" SIMPSON SDS SCREWS 2" MAX.1-1/4" MIN. 1 1/2" P-15 P-15 153 TO P O F R I M TO P O F C O N T R O L SO A P DI S P E N S E R TO P O F O P E N I N G NA P K I N DI S P O S A L 15" MIN. 40" MAX. MIN. 1 1/2" PROVIDE FASTENERS AND WALL REINFORCEMENTTO SUPPORT A 250# MIN. POINT LOAD. 1 1/2"1 1/4" - 2" GRAB BAR 15" MIN. 40" MIN. TO 48" MAX COAT HOOK OP E N I N G WA S T E RE C E P T A C L E 4'-0" 10" B.O. DRYER 3'-1" BO T T O M O F D R Y E R HA N D DR Y E R TO P O F R I M REFLECTIVE SURFACE 3'-4" BOTTOM OF WA L L M T D . LA V A T O R Y (A D U L T ) TOE CLEARANCE 9" MIN. 27" MAX 2'-10" MAX TOILETPAPER COORD.W/ GRAB BAR. AC C E S S I B L E WA T E R C L O S E T TO P O F S E A T FL U S H C O N T R O L 4 " BE L O W G R A B B A R . OR I E N T F L U S H V A L V E T O OP E N S I D E O F T O I L E T ST A L L . 17" TO 19" 33" - 36" 17" TO 19" 15" MIN. 44" MAX. 33" - 36" 2'-0" MIN 3'-6" MIN.1'-0" MAX. 4'-6" MIN. AC C E S S I B L E WA T E R C L O S E T 1'-0" MIN FLUSH VALVE ON WIDE SIDE 19'' MIN 1 1/2" MIN. MIN 7"- 9" 3'-6" MAX. 2'-0" MIN. 18'' MAX 17'' MIN 2'-0'' MIN Job No. Owner Approval Scale DELTA ISSUE DATEDESCRIPTION NOT FOR CONSTRUCTION SERIAL NUM./MANH. ID: VERSION: BULLETIN: As indicated 1/2 9 / 2 0 2 4 2 : 4 1 : 1 9 P M 47BACX.1220.002 2024 A08.01 ENLARGED RESTROOM PLANS & INTERIOR ELEVATIONS - WEST ARCADIA, CA FCID 9767 1234 S BALDWIN AVENUE ARCADIA, CA 91007-7510 - - 03-2023 CHARLOTTE 615 S. COLLEGE ST. SUITE 725 CHARLOTTE, NC 28202TEL 704-908-1540 © INTERIOR ARCHITECTS, INC., A CALIFORNIA CORPORATION.ALL DRAWINGS AND WRITTEN MATERIAL HEREIN CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT, AND THE SAME MAY NOT BE DUPLICATED, USED, OR DISCLOSED WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT. 1/2" = 1'-0"1 ENLARGED RESTROOM CONSTRUCTION PLAN 1/2" = 1'-0"2 GENDER NEUTRAL RESTROOM 1/2" = 1'-0"3 GENDER NEUTRAL RESTROOM 1/2" = 1'-0"4 GENDER NEUTRAL RESTROOM 1/2" = 1'-0"5 GENDER NEUTRAL RESTROOM GENERAL NOTES A. FOR FINISH SCHEDULE REFER TO A00.40B. REFER TO SPECIFICATIONS FOR TOILET ACCESSORY PRODUCT INFORMATION.C. CONTRACTOR TO PROVIDE BLOCKING IN WALLS FOR ALL TOILET ROOM ACCESSORIES AS REQUIRED.D. CONTRACTOR TO PROVIDE IN-WALL BLOCKING FOR SINK, TOILET, AND URINAL AS REQUIRED.E. USE WATER RESISTANT GYPSUM BOARD BEHIND TOILET AND LAVATORY.F. REFER TO SHEET A00.11 FOR MOUNTING HEIGHTS AND ADDITIONAL INFORMATION.G. REFER TO TYPICAL ACCESSORY HEIGHTS ON SHEET A08.01. SCHEDULE TYPICAL GRAB BAR BLOCKING DETAILACCESSIBLE - TYPICAL ACCESSORY HEIGHTS 1/2" = 1'-0"6 GENDER NEUTRAL RESTROOM KEYNOTES NO.DESCRIPTION 151 FLOOR DRAIN. REFER TO PUMBLING DRAWINGS FOR ADDITIONAL INFORMATION. 152 WATER CLOSET PER BOFA STANDARDS. 153 EXISTING RESTROOM SIGNAGE. REFER TO ACCESSIBILITY DETAILS. 154 HAND WASHING SIGNAGE. SIZE: 4 1/2" X 4 1/2". BY SIGNAGE VENDOR. 1 ISSUED FOR PERMIT 01.25.2023 UP 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 Mot DN UP 10 9 8 7 6 5 4 3 2 1 DN 17 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 3'-4 1/4" STAIR WIDTH 1 5/8" 1 3/4" DIA. STAIRS 105 2 1/2" EXISTING STAIRS (NOT IN SCOPE) 11" TREAD 3'-3 3/4" 3'-9 1/4" 2'-0" 2"16 STEPS @ 7.5" RISER HEIGHT 1'-6" 5'-10" 4'-0" 4 1/2" 2'-4" 10.5" TREAD 17 STEPS @ 7" RISER HEIGHT STAIRS 125 (EXISTING STAIRSNOT IN SCOPE)11" 4'-0" 3'-10" 3'-6" CLEAR UP 1 2 6'-10" 2" 1'-2" 6 A08.02 3 1/2" 5" 5" 3'-0" 3'-0" Job No. Owner Approval Scale DELTA ISSUE DATEDESCRIPTION NOT FOR CONSTRUCTION SERIAL NUM./MANH. ID: VERSION: BULLETIN: 1/2" = 1'-0" 3/2 2 / 2 0 2 4 4 : 2 4 : 1 6 P M 47BACX.1220.002 2024 A08.02 EXISTING - ENLARGED STAIR DETAILS - WEST ARCADIA, CA FCID 9767 1234 S BALDWIN AVENUE ARCADIA, CA 91007-7510 - - 03-2023 CHARLOTTE 615 S. COLLEGE ST. SUITE 725 CHARLOTTE, NC 28202TEL 704-908-1540 © INTERIOR ARCHITECTS, INC., A CALIFORNIA CORPORATION.ALL DRAWINGS AND WRITTEN MATERIAL HEREIN CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT, AND THE SAME MAY NOT BE DUPLICATED, USED, OR DISCLOSED WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT. 1 2 ISSUED FOR BLDG. DEPT.REV.1 03.22.2024 1/2" = 1'-0"1 STAIRS - 105 - 1st FLOOR 1/2" = 1'-0"2 STAIRS - 105 - 2ND FLOOR 1/2" = 1'-0"3 STAIRS - 125 - 1ST FLOOR 1/2" = 1'-0"4 STAIRS - 125 - 2ND FLOOR 1/2" = 1'-0"5 EXTERIOR STAIR 1/2" = 1'-0"6 EXTERIOR STAIR - SECTION 1 WC-20 P-15 P-15 P-15 P-15 B-11B-11 TYP. 5'-0" TYP. 1'-8"CENTER OF SCREEN 5'-0" WM-VD-55 EQEQCL CL EQ EQ 6'-6" CL P-15 P-15 OPEN TO BEYOND B-11B-11 CL NFS-FC-2 P-15P-15 PL-7 B-11 B-11 B-11 B-11 P-15 CW-13b CL BCS-L SIGNAGE EQ EQ B-11 WC-20 SS-M-GSS-M-G P-15 TYP. 1'-8" TYP. 5'-0" TYP. 4'-4" TYP. 1'-4" TYP. 2'-0" B-11 102 P-15 P-15 B-11 P-15P-15 RELOCATED ATM CW-1 CL EQ.EQ. 1'-6" Job No. Owner Approval Scale DELTA ISSUE DATEDESCRIPTION NOT FOR CONSTRUCTION SERIAL NUM./MANH. ID: VERSION: BULLETIN: 3/8" = 1'-0" 1/2 9 / 2 0 2 4 2 : 4 1 : 2 9 P M 47BACX.1220.002 2024 A11.01INTERIOR ELEVATIONS - WEST ARCADIA, CA FCID 9767 1234 S BALDWIN AVENUE ARCADIA, CA 91007-7510 - - 03-2023 CHARLOTTE 615 S. COLLEGE ST. SUITE 725 CHARLOTTE, NC 28202TEL 704-908-1540 © INTERIOR ARCHITECTS, INC., A CALIFORNIA CORPORATION.ALL DRAWINGS AND WRITTEN MATERIAL HEREIN CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT, AND THE SAME MAY NOT BE DUPLICATED, USED, OR DISCLOSED WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT. 3/8" = 1'-0"1 LOBBY - ELEVATION 3/8" = 1'-0"2 LOBBY - ELEVATION 3/8" = 1'-0"3 LOBBY - ELEVATION 3/8" = 1'-0"6 LOBBY - ELEVATION 3/8" = 1'-0"4 LOBBY - ELEVATION 3/8" = 1'-0"5 LOBBY - ELEVATION 1 ISSUED FOR PERMIT 01.25.2023 P-15 OPF-SOLID EXISTING HEIGHT EXISTING CSR FINISHES TO REMAIN HEIGHT EXISTING P-17 P-17 MW11 7123 24MFP RELOCATED PRINTER 6" 1'-0" 6" 3'-8" 03 AL I G N B-12 P-15 RELOCATED FRIDGE 03 2'-0" 4'-0" TA-19 REFLECTIVE SURFACE 3' - 4" MAX B.O. CL 64 6" B.O. DISPENSER LEVER 3'-8" P-15 B-12 P-15 103 CL 6'-8" TO B.O. FIRE HORN/STROBE CONTROL PHONE 3'-8" TO THE HIGHEST OPERABLE TA-02 OPERABLE PART 3'-8" CL2'-10"CL 4'-0" B-12 P-15 24 1'-6" CL CL B-12 P-15 RELOCATED FRIDGE 107 P-15 B-11 B-11 P-15 B-11 P-17 1'-6" CL B-11 P-15 1'-3" CL P-15 B-11 P-15 B-11 P-17 1'-6" CL B-11 P-15 1'-3" CL P-15 B-11 P-15 B-11 P-19 1'-6" CL B-11 P-15 1'-3" CL WC-20 B-11 P-15 WC-20 OPEN TO BEYOND Job No. Owner Approval Scale DELTA ISSUE DATEDESCRIPTION NOT FOR CONSTRUCTION SERIAL NUM./MANH. ID: VERSION: BULLETIN: 3/8" = 1'-0" 1/2 9 / 2 0 2 4 2 : 4 1 : 3 2 P M 47BACX.1220.002 2024 A11.02INTERIOR ELEVATIONS - WEST ARCADIA, CA FCID 9767 1234 S BALDWIN AVENUE ARCADIA, CA 91007-7510 - - 03-2023 CHARLOTTE 615 S. COLLEGE ST. SUITE 725 CHARLOTTE, NC 28202TEL 704-908-1540 © INTERIOR ARCHITECTS, INC., A CALIFORNIA CORPORATION.ALL DRAWINGS AND WRITTEN MATERIAL HEREIN CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT, AND THE SAME MAY NOT BE DUPLICATED, USED, OR DISCLOSED WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT. 3/8" = 1'-0"2 CSR - ELEVATION 3/8" = 1'-0"3 CSR - ELEVATION 3/8" = 1'-0"4 WELLNESS ROOM - ELEVATION 3/8" = 1'-0"5 WELLNESS ROOM - ELEVATION 3/8" = 1'-0"6 WELLNESS ROOM - ELEVATION 3/8" = 1'-0"7 WELLNESS ROOM - ELEVATION 3/8" = 1'-0"8 SB OFFICE 1 - ELEVATION 3/8" = 1'-0"9 SB OFFICE 1 - ELEVATION 3/8" = 1'-0"10 SB OFFICE 1 - ELEVATION 3/8" = 1'-0"11 SB OFFICE 1 - ELEVATION 3/8" = 1'-0"12 SB OFFICE 2 - ELEVATION 3/8" = 1'-0"13 SB OFFICE 2 - ELEVATION 3/8" = 1'-0"14 SB OFFICE 2 - ELEVATION 3/8" = 1'-0"15 SB OFFICE 2 - ELEVATION 3/8" = 1'-0"16 ME OFFICE 3 - ELEVATION 3/8" = 1'-0"17 ME OFFICE 3 - ELEVATION 3/8" = 1'-0"18 ME OFFICE 3 - ELEVATION 3/8" = 1'-0"19 ME OFFICE 3 - ELEVATION 3/8" = 1'-0"1 LOBBY - ELEVATION 1 ISSUED FOR PERMIT 01.25.2023 P-15 P-15 B-11 P-19 B-11 1'-6" CL P-15 B-11 1'-3" CL P-15 P-15 B-11 P-17 B-11 1'-6" CL P-15 B-11 1'-3" CL P-15 P-15 B-11 P-17 B-11 1'-6" CL P-15 B-11 1'-3" CL P-15 P-15 B-11 P-17 B-11 1'-6" CL P-15 B-11 1'-3" CL P-15 B-11 P-15 P-15 B-11B-11 P-15 1'-3" CL P-17 B-11B-11B-11 P-15 1'-6" CL P-15 B-11 Job No. Owner Approval Scale DELTA ISSUE DATEDESCRIPTION NOT FOR CONSTRUCTION SERIAL NUM./MANH. ID: VERSION: BULLETIN: 3/8" = 1'-0" 1/2 9 / 2 0 2 4 2 : 4 1 : 3 6 P M 47BACX.1220.002 2024 A11.03INTERIOR ELEVATIONS - WEST ARCADIA, CA FCID 9767 1234 S BALDWIN AVENUE ARCADIA, CA 91007-7510 - - 03-2023 CHARLOTTE 615 S. COLLEGE ST. SUITE 725 CHARLOTTE, NC 28202TEL 704-908-1540 © INTERIOR ARCHITECTS, INC., A CALIFORNIA CORPORATION.ALL DRAWINGS AND WRITTEN MATERIAL HEREIN CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT, AND THE SAME MAY NOT BE DUPLICATED, USED, OR DISCLOSED WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT. 3/8" = 1'-0"1 ME OFFICE 4 - ELEVATION 3/8" = 1'-0"2 ME OFFICE 4 - ELEVATION 3/8" = 1'-0"3 ME OFFICE 4 - ELEVATION 3/8" = 1'-0"4 ME OFFICE 4 - ELEVATION 3/8" = 1'-0"5 CB OFFICE 5 - ELEVATION 3/8" = 1'-0"6 CB OFFICE 5 - ELEVATION 3/8" = 1'-0"7 CB OFFICE 5 - ELEVATION 3/8" = 1'-0"8 CB OFFICE 5 - ELEVATION 3/8" = 1'-0"9 CB OFFICE 6 - ELEVATION 3/8" = 1'-0"10 CB OFFICE 6 - ELEVATION 3/8" = 1'-0"11 CB OFFICE 6 - ELEVATION 3/8" = 1'-0"12 CB OFFICE 6 - ELEVATION 3/8" = 1'-0"13 CB OFFICE 7 - ELEVATION 3/8" = 1'-0"14 CB OFFICE 7 - ELEVATION 3/8" = 1'-0"15 CB OFFICE 7 - ELEVATION 3/8" = 1'-0"16 CB OFFICE 7 - ELEVATION 3/8" = 1'-0"17 CB OFFICE 8 - ELEVATION 3/8" = 1'-0"18 CB OFFICE 8 - ELEVATION 3/8" = 1'-0"19 CB OFFICE 8 - ELEVATION 3/8" = 1'-0"20 CB OFFICE 8 - ELEVATION 1 ISSUED FOR PERMIT 01.25.2023 P-17 B-11 1'-6" CL P-15 B-11 P-15 B-11 1'-3" CL P-17 B-11 1'-6" CL P-15 B-11 P-15 P-15 B-11 1'-3" CL P-17 B-11 1'-6" CL P-15 B-11 P-15 P-15 B-11 1'-3" CL P-17 B-11 1'-6" CL P-15 B-11 P-15 P-15 B-11 1'-3" CL 36" MAX 2'-10" 38" MIN. - 43" MAX. 3'-4" P-15 B-11 P-15 Job No. Owner Approval Scale DELTA ISSUE DATEDESCRIPTION NOT FOR CONSTRUCTION SERIAL NUM./MANH. ID: VERSION: BULLETIN: 3/8" = 1'-0" 1/2 9 / 2 0 2 4 2 : 4 1 : 3 8 P M 47BACX.1220.002 2024 A11.04INTERIOR ELEVATIONS - WEST ARCADIA, CA FCID 9767 1234 S BALDWIN AVENUE ARCADIA, CA 91007-7510 - - 03-2023 CHARLOTTE 615 S. COLLEGE ST. SUITE 725 CHARLOTTE, NC 28202TEL 704-908-1540 © INTERIOR ARCHITECTS, INC., A CALIFORNIA CORPORATION.ALL DRAWINGS AND WRITTEN MATERIAL HEREIN CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT, AND THE SAME MAY NOT BE DUPLICATED, USED, OR DISCLOSED WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT. 3/8" = 1'-0"1 CL OFFICE 9 - ELEVATION 3/8" = 1'-0"2 CL OFFICE 9 - ELEVATION 3/8" = 1'-0"3 CL OFFICE 9 - ELEVATION 3/8" = 1'-0"4 CL OFFICE 9 - ELEVATION 3/8" = 1'-0"5 CB OFFICE 10 - ELEVATION 3/8" = 1'-0"6 CB OFFICE 10 - ELEVATION 3/8" = 1'-0"7 CB OFFICE 10 - ELEVATION 3/8" = 1'-0"8 CB OFFICE 10 - ELEVATION 3/8" = 1'-0"9 CB OFFICE 11 - ELEVATION 3/8" = 1'-0"10 CB OFFICE 11 - ELEVATION 3/8" = 1'-0"11 CB OFFICE 11 - ELEVATION 3/8" = 1'-0"12 CB OFFICE 11 - ELEVATION 3/8" = 1'-0"13 CB OFFICE 12 - ELEVATION 3/8" = 1'-0"14 CB OFFICE 12 - ELEVATION 3/8" = 1'-0"15 CB OFFICE 12 - ELEVATION 3/8" = 1'-0"16 CB OFFICE 12 - ELEVATION 3/8" = 1'-0"17 DRINKING FOUNTAIN ELEVATION 1 ISSUED FOR PERMIT 01.25.2023 A12.10 2 4 35'-0" 8'-0" 2'-11"8'-2" 2'-0" A12.10 6 CL CL 1'-4"EQ EQGROMMET GROMMET 3"CL FL-2 FL-2 4" 1'-10" 4" 2'-10" 2'-11" HOLD 2 EQ DOORS 2 EQ DOORS 2'-6" HOLD 1'-4" CL EQ EQ CLGROMMET 2'-4" CL 1'-4" CLGROMMET LOCK INSTALLED AT TOP DRAWER AND CABINET TO ENGAGE ALL DRAWERS P-LAM BACKSPLASH & SIDESPLASH (PL-7) COUNTERTOP (PL-7) ALL EXPOSED SURFACES SHALL BE PL-7 CL 3'-8" 4 A12.20________________3 A12.20 ________________ 2 A12.20 ________________ CL CL CLEQEQ6"6" 6'-0" 1'-0" STANDARD CL-1 SHELVES (6) STANDARD (3) PER SECTION SCHEDULED BASE 3/4" 1 A12.20 ________________ STANDARD CL-1 SHELVES (6) STANDARD (3) PER SECTION SCHEDULED BASE CL CL CLEQEQ6"6" 1'-0" 6'-0" 3/4" 1 A12.20 ________________ STANDARD CL-1 SHELVES (6) STANDARD (3) PER SECTION SCHEDULED BASE 6'-0" 1'-0" 3/4" 6"6"EQ EQ CLCL CL 1 A12.20________________ Job No. Owner Approval Scale DELTA ISSUE DATEDESCRIPTION NOT FOR CONSTRUCTION SERIAL NUM./MANH. ID: VERSION: BULLETIN: 3/4" = 1'-0" 1/2 9 / 2 0 2 4 2 : 4 1 : 4 1 P M 47BACX.1220.002 2024 A12.10MILLWORK - MW05, MW11 - WEST ARCADIA, CA FCID 9767 1234 S BALDWIN AVENUE ARCADIA, CA 91007-7510 - - 03-2023 CHARLOTTE 615 S. COLLEGE ST. SUITE 725 CHARLOTTE, NC 28202TEL 704-908-1540 © INTERIOR ARCHITECTS, INC., A CALIFORNIA CORPORATION.ALL DRAWINGS AND WRITTEN MATERIAL HEREIN CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT, AND THE SAME MAY NOT BE DUPLICATED, USED, OR DISCLOSED WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT. A. FINISH THE INTERIOR OF ENCLOSED MILLWORK CABINETS WITH WHITE MELAMINE, UNLESS NOTED OTHERWISE. CABINETS WITH OPEN SHELVING TO BE PLASTIC LAMINATE, UNLESS NOTED OTHERWISE. B. ALL EXPOSED SURFACES OF MILLWORK TO BE PLASTIC LAMINATE, UNLESS NOTED OTHERWISE. C. PROVIDE A SIDE SPLASH FOR ALL MILLWORK COUNTERS THAT ABUT A WALL. GENERAL NOTES 3/4" = 1'-0"1 MW05 - STORAGE PLAN 3/4" = 1'-0"5 MW11 - TELLER WORK COUNTER PLAN 3/4" = 1'-0"6 MW11 - TELLER WORK COUNTER ELEVATION 3/4" = 1'-0"2 MW05 - STORAGE ELEVATION 3/4" = 1'-0"3 MW05 - STORAGE ELEVATION 3/4" = 1'-0"4 MW05 - STORAGE ELEVATION 1 ISSUED FOR PERMIT 01.25.2023 SCHEDULED PARTITION P-LAM COUNTER TOP PAINT FINISH TRIM TOMATCH ADJACENT WALL SCHEDULED BASE P-LAM BACKSPLASHAS INDICATED ON ELEVATION(FULL-HEIGHT BACKSPLASHWHERE INDICATED ON ELEVATION) 3" MOCKETT GROMMETWHERE NOTED IN PLAN -SEE SPECIFICATIONS MANUAL FOR COLOR/ FINISH SEE PLAN SEE ELEVATION 1 1/2" V.I.F 4" CL3" NOTE :- PROVIDE SUPPLEMENTAL FRAMING FOR SUPPORT OF COUNTERTOP. DEFLECTION TO BE LIMITED TO L/360 WITH 150 LBS/LINEAR FOOT APPLIED AT THE CENTER OF THE COUNTERTOP (TYP.) P-LAM BACKSPLASH AS INDICATED ON ELEVATION 3" DOUG MOCKETT GROMMET ONLY WHERE INDICATED -SEE SPECIFICATIONS MANUAL P-LAM DOORWITH SCHEDULEDPULL P-LAM ADJUSTABLESHELF ON PINS INTERIOR OF CABINETFACED WITH CL-1 WOOD SHIM P-LAM BASE SCRIBETO FLOOR NICKEL PLATED SHELFSUPPORT PEGS IN NICKELSOCKET AT 4" O.C. CABINET LOCKWHEN SCHEDULED 3" 4" 7" SEE ELEVATION 4"3" 5" 1/2" 4" 5" 4" SEE PLAN OPTIONAL BACKING P-LAM BACKSPLASH AS INDICATED ON ELEVATION 3" DOUG MOCKETTGROMMET ONLYWHERE INDICATED -SEE SPECIFICATIONS MANUAL FOR COLOR/ FINISH P-LAM DOORWITH SCHEDULEDPULL INTERIOR OF CABINETFACED WITH CL-1 WOOD SHIM P-LAM BASE SCRIBETO FLOOR CABINET LOCKWHEN SCHEDULED 3"4" SEE ELEVATION 5"4" 3"4" SEE PLAN OPTIONAL BACKING SCHEDULED BASE ADJUSTABLE CL-1 SHELVES ON HEAVY DUTY BRACKETS AND STANDARDS, SPACED EQUALLY (NOT TO EXCEED 2'-0") SCHEDULED PARTITION - REINFORCED TO ACCOMODATE SHELF LOADING NOTE:REFER TO ELEVATION FOR QUANTITY OF SHELVES 3/ 4 " SEE PLAN Job No. Owner Approval Scale DELTA ISSUE DATEDESCRIPTION NOT FOR CONSTRUCTION SERIAL NUM./MANH. ID: VERSION: BULLETIN: 1 1/2" = 1'-0" 1/2 9 / 2 0 2 4 2 : 4 1 : 4 1 P M 47BACX.1220.002 2024 A12.20MILLWORK DETAILS - WEST ARCADIA, CA FCID 9767 1234 S BALDWIN AVENUE ARCADIA, CA 91007-7510 - - 03-2023 CHARLOTTE 615 S. COLLEGE ST. SUITE 725 CHARLOTTE, NC 28202TEL 704-908-1540 © INTERIOR ARCHITECTS, INC., A CALIFORNIA CORPORATION.ALL DRAWINGS AND WRITTEN MATERIAL HEREIN CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT, AND THE SAME MAY NOT BE DUPLICATED, USED, OR DISCLOSED WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT. A. FINISH THE INTERIOR OF ENCLOSED MILLWORK CABINETS WITH WHITE MELAMINE, UNLESS NOTED OTHERWISE. CABINETS WITH OPEN SHELVING TO BE PLASTIC LAMINATE, UNLESS NOTED OTHERWISE. B. ALL EXPOSED SURFACES OF MILLWORK TO BE PLASTIC LAMINATE, UNLESS NOTED OTHERWISE. C. PROVIDE A SIDE SPLASH FOR ALL MILLWORK COUNTERS THAT ABUT A WALL. GENERAL NOTES 1 1/2" = 1'-0"3 OPEN COUNTER 1 1/2" = 1'-0"4 BASE CABINET WITH SHELF 1 1/2" = 1'-0"2 BASE CABINET WITHOUT SHELF 1 1/2" = 1'-0"1 ADJUSTABLE WALL SHELVES 1 ISSUED FOR PERMIT 01.25.2023 EQ EQ 2" WIRELESS APPLICATIONPROTOCOL BENEATH CEILING TILE TELE/DATA RECEPTACLE ACOUSTICALCEILING PANEL ACOUSTICALCEILING PANEL CLIP ATTACHMENT CEILING GRID/ SUSPENSION SYSTEM CONDUIT OPENING SCHEDULED PARTITION 2 A12.40 ________________ 6" ACOUSTICALCEILING PANEL WIRELESS APPLICATIONPROTOCOL TELE/DATA RECEPTACLEAS PER P/C PLAN EQ . EQ . SCHEDULE DROPPEDCEILING GRID CLIP ATTACHMENT NOTE TO A/E:COORDINATE DATA RECEPTACLE LOCATION WITH LOW VOLTAGE PLAN. RECEPTACLE TO BE LOCATED ABOVE CEILING ONLY WHEN WIRELESS APPLICATION PROTOCOL IS LOCATED AT CUSTOMER FACING AREAS. STRUCTURE ABOVE GYPSUM BOARD MIN. 6" CONT. METAL STUD TRACK METAL STUDS ATTACH TO STRUCTURE ABOVE SCHEDULED CEILING -SEE RCP SHADOW MOLDING AS SPECIFIED OPEN TOSTRUCTURE 18 GA. ANGLE CLIP W/ (2) #10 WOOD SCREWS W/ MIN. 1 1/2" EMBEDMENT & (2) #10 PAN HD S.M.S. TO STRUT VERTICAL COMPRESSION STRUT AT 12'-0" O.C. MAXIMUM STARTING AT 6'-0" O.C. MAX. FROM WALLS (COMPRESSION SIZING TABLE FOR MEMBER SIZE(AT SEISMIC DESIGN CATEGORIES 'D', 'E' & 'F' ONLY) TYPICAL #12 HANGER WIRE 12 GAUGE SPLAY WIRE BRACING IN PLANE OF EACH TEE, VERTICAL ANGLE AT 45º IN BOTH DIRECTIONS 96 SQ. FT. MAX PER BRACE. START WITHIN 4'-0" OF WALL MAIN RUNNER CROSS TEE ANCHOR TO STRUCTURE WITH SHEET METAL ANGLE CLIP AND #10 WOOD SCREW W/ MIN. 1 1/2" EMBEDMENT. TYP.45° 12 GA. HANGER WIRE AT 4'-0" O.C. TYPICAL IN BOTH DIRECTIONS (MINIMUM (3) TIGHT WRAP OVER 1" DISTANCE) 2" MAX. 2" MAX. SPLAY WIRE BRACING & COMPRESSION POST SEISMIC JOINT CLIP NOTES 1. PROVIDE SEISMIC JOINT FOR EVERY 2,500 SQUARE FEET OF CEILING AREA. 2. SEISMIC JOINT ASSEMBLY SHALL BE CONCEALED FROM BELOW.3. ICC #ESR 1308 (FOR ARMSTRONG BERC CLIP ONLY) BRACING NOTES 1. VERTICAL POSTS MAY NOT BE REQUIRED IN SOME CITIES AND NOT ENFORCED IN ALL SEISMIC ZONES.2. BRACING WIRES TO BE ATTACHED A MAXIMUM OF 45° TO THE PLANE OF THE CEILING AND PARALLEL TO THE COMPONENTS AT THE BRACING POINT. BRACE WIRES TO BE TAUT AND TIED AT BOTH ENDS WITH (3) TIGHT WRAPS MINIMUM. 3" HIGH MAX.3. HANGER WIRE: NO 12 SWG (0.105 INCH, 2.7 MM DIA) GALV. STEEL 48" O.C. MAX AND AT ALL FOUR CORNERS OR LIGHTING FIXTURES.4. HANGER CLIPS: 0.045 INCH TH. (1.14 MM) 2" WIDE X 3 1/2" LONG (5`1MM X 90MM) GALV. STEEL. 8" MAX. #10 WOOD SCREW W/ MIN. 1 1/2" EMBEDMENT AT CEILING CLIP 12 GAUGE VERTICAL WIRE (TYPICAL) PROVIDE ATTACHMENT CLIPS FOR RUNNER TO ANGLE MOLDING WALL ANGLE (TYP.) CONT. WALL MOULDING L 7/8" X 7/8" 1 3/4" HEIGHT MAIN RUNNER OR CROSS TEE, TYP. 3/8" CLR. AT WALL. 1 1/2" TOTAL TRAVEL 'ARMSTRONG' BERC2, 2" END RETAINING CLIP (ASTM A-568) TYP. SCREW THRU MAIN RUNNER OR TEE WEB, TYP. CLIP MAIN CROSSTEE SEISMIC JOINT 8" MAX.TYP. FROM WALL 2'-0" O.C. AT TEE 4'-0" O.C. AT RUNNER HANGER WIRE 3/8"CAT DEF ATTACHED BERC 2 CAT C 3/8" CLEARANCE BERC 2 ACOUSTIC CEILING PANEL 3/8" 7/8" UNDERSIDE OF STRUCTURE 18 GA. ANGLE CLIP W/ (2) #10 WOOD SCREWS W/ MIN. 1 1/2" EMBEDMENT & (2) #10 PAN HD S.M.S. TO STRUT VERTICAL COMPRESSION STRUT ( SEE MEMBER SIZING TABLE BELOW)(AT SEISMIC DESIGN CATEGORIES D, E, F ONLY) #12 BRACE WIRES AT 45 DEG. IN FOUR DIRECTIONS - WIRE TIED TO MAIN RUNNER AND CROSS TEE #12 GA. VERTICALWIRE HANGER #12 GA. VERTICALWIRE HANGER SELF TAPPINGDRIVE SCREW#8 X 1/2 CLIP ON END OFVERTICAL STRUT CEILING GRID MAIN RUNNER SECTION NOTE: COMPRESSION STRUTS APPLY TO SEISMIC DESIGN CATEGORIES 'D', 'E' & 'F' ONLY COMPRESSION STRUT SIZING TABLE MIN. SIZE OF SMALLEST MEMBER MAX. VERT. SPAN OF ASSEMBLY 1/2"EMT CONDUIT 0.042" WALL TH.3/4"EMT CONDUIT 0.049" WALL TH.1"EMT CONDUIT 0.057" WALL TH.1 1/4"EMT CONDUIT 0.065" WALL TH.1 1/2"EMT CONDUIT 0.065" WALL TH.2"EMT CONDUIT 0.065" WALL TH.2 1/2"EMT CONDUIT 0.072" WALL TH.3"EMT CONDUIT 0.072" WALL TH.4"EMT CONDUIT 0.072" WALL TH.1-'5/8" X 25 GA. STUD2'-1/2" X 25 GA. STUD3/4" X 1/2" X 0.059 CHANNEL1-1/2" X 9/16" X 0.059 CHANNEL 4'-0"5'-2"6'-6"8'-2"0'-10"11'-4"16'-6"20'-2"26'-0"6'-2"10'-6"2'-2"2'-9" 2" MAX2" MAX HANGER WIRE LOCATION @ 4'-0" O.C. TYP. MAIN RUNNER CROSS TEE SEISMIC JOINT CLIP, TYP. SEE ENLARGED DETAIL GENERAL NOTES FOR STANDARD CEILING SYSTEMS 1. BASELINE SUSPENDED CEILING SYSTEM IS BASED ON "ARMSTRONG"-SEISMIC RX COMPONENTS FOR PERMIT AND BID PURPOSES. ALTERNATIVE MANUFACTURERS ARE PERMITTED PROVIDING PRODUCT IS COMPARABLE INCLUDING BUT NOT LIMITED TO FUNCTION, DIMENSION,PERFORMANCE, APPEARANCE AND OTHER CHARACTERISTICS THAT EQUAL OR EXCEED SPECIFIED PRODUCT. CONTRACTOR IS RESPONSIBLE FOR CERTIFICATION OF ALTERNATIVE PRODUCTS. 2. EXPOSED POP RIVETS NOT PERMITTED. 3. SYSTEM COMPONENTS SHALL BE COMPLIANT WITH CODE DEFINED SEISMIC CATAGORIESENFORCED BY LOCAL JURISDICTION. 4. FOR SEISMIC DESIGN CATEGORIES 'A' & 'B', INSTALL PER ASTM C636. FOR SEISMIC DESIGN CATEGORY 'C', INSTALL PER ASTM C636 & ASTM E580. FOR SEISMIC DESIGN CATGORIES 'D', 'E' & 'F', INSTALL PER ASTM C636, ASCE 7 SECTION 13.5.6 AND ASTM E580. 5. IN JURISDICTIONS ENFORCING THE IBC (OR CBC BASED ON IBC) FOLLOW ASCE 7-16 SECTION 13.5.6 AND ASTM E580. SYSTEMS CLASSIFIED AS HEAVY-DUTY SHALL BE USED IN SEISMIC DESIGN CATEGORIES 'D', 'E' & 'F'. 6. PARTITIONS ATTACHED TO CEILING SUSPENSION SYSTEM SHALL BE LATERALLY BRACED TO BUILDING STRUCTURE INDEPENDENT FROM CEILING. 7. PROVIDE COMPRESSION STRUTS IN SEISMIC DESIGN CATEGORIES 'D', 'E', & 'F' ONLY. SEE COMPRESSION STRUT DETAILS. 8. CONSULT LOCAL BUILDING CODE FOR ADDITIONAL REQUIREMENTS OUTSIDE OF MANUFACTURER'S INSTALLATION INSTRUCTIONS (INCLUDING, BUT NOT LIMITED TO, BRACING OF TRANSITIONS AND ADDITIONAL SEISMIC REQUIREMENTS). 9. FIELD VERIFY ALL CONDITIONS AND DIMENSIONS. 43 MIL (33 KSI) CLIP #10 WOOD SCREWS @ C.L. OF EACH EXISTING JOIST WITH MIN. 1-1/2" EMBED EXISTING PLYWOOD SHEATHING EXISTING JOIST WRAP THRU CLIP AND SECURE WITH MIN. (3) TWISTS, TYP. HANGER WIRE PER PLAN, TYP. 43 MIL (33 KSI) CLIP #10 WOOD SCREWS @ C.L. OF EACH EXISTING JOIST WITH MIN. 1-1/2" EMBED EQ EQ 3" 1 1/2" EXISTING PLYWOOD SHEATHING EXISTING JOIST SPLAY WIRE PER PLAN, TYP. 43 MIL (33 KSI) CLIP #10 WOOD SCREWS @ C.L. OF EACH EXISTING JOIST WITH MIN. 1-1/2" EMBED EQ EQ 3" 1 1/2" EXISTING PLYWOOD SHEATHING EXISTING JOIST COMPRESSION POST PER PLAN, TYP. Job No. Owner Approval Scale DELTA ISSUE DATEDESCRIPTION NOT FOR CONSTRUCTION SERIAL NUM./MANH. ID: VERSION: BULLETIN: As indicated 1/2 9 / 2 0 2 4 2 : 4 1 : 4 2 P M 47BACX.1220.002 2024 A12.40CEILING DETAILS - WEST ARCADIA, CA FCID 9767 1234 S BALDWIN AVENUE ARCADIA, CA 91007-7510 - - 03-2023 CHARLOTTE 615 S. COLLEGE ST. SUITE 725 CHARLOTTE, NC 28202TEL 704-908-1540 © INTERIOR ARCHITECTS, INC., A CALIFORNIA CORPORATION.ALL DRAWINGS AND WRITTEN MATERIAL HEREIN CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT, AND THE SAME MAY NOT BE DUPLICATED, USED, OR DISCLOSED WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT. 3" = 1'-0"1 CEILING-MOUNTED WAP ENLARGED PLAN 3" = 1'-0"2 CEILING MOUNTED WAP SECTION DETAIL 3" = 1'-0"3 CEILING TRANSITION DETAIL @ OPEN STR. 1/8" = 1'-0"5 TYPICAL SUSPENDED CEILING BRACING AT ROOF DECK 1/8" = 1'-0"6 SUSPENDED CEILING COMPRESSION STRUT AT ROOF DECK1/8" = 1'-0"8 SUSPENDED CEILING COMPRESSION STRUT AT ROOF DECK 3" = 1'-0"4 SUSPENDED CEILING COMPRESSION STRUT AT ROOF DECK3" = 1'-0"7 SUSPENDED CEILING COMPRESSION STRUT AT ROOF DECK3" = 1'-0"9 SUSPENDED CEILING COMPRESSION STRUT AT ROOF DECK 1 ISSUED FOR PERMIT 01.25.2023 AL I G N SCHEDULED DOOR(WHERE OCCURS) CERAMIC TILE SCHEDULED CARPET TILE METAL EDGE STRIP TS-3 1/2" ALIGN FLARE CARPET FOR FINISHED HEIGHT OF CARPET TO MATCH HEIGHT OF TILE AND THINSET CL SCHEDULED DOOR(WHERE OCCURS) SCHEDULED CERAMIC TILE TS-4 TILE METALEDGE STRIP AS SPECIFIED INSPECIFICATIONSMANUAL SCHEDULED VCT 1/ 2 " 3/8" MAX. 1/4" MAX. MAX SLOPE 2 1 CL 1/2" MAX 1/2" 1/4" : 1' MAX TRANSITION MUST COMPLY WITH ACCESSIBLE TRANSITION REQUIREMENTS. SEE ACCESSIBILITY DETAILS. SCHEDULED CERAMIC TILE EDGE TRIM AS SPECIFIED IN SPECIFICATIONS MANUAL SCHEDULED WALK-OFF MAT DOOR WHERE OCCUR DOOR AND JAMB BEYOND SCHEDULEDCARPET TS-2 TRANSITION STRIP AS SPECIFIED IN SPECIFICATIONS MANUAL SCHEDULED DOOR(WHERE OCCURS) SCHEDULED VCT 1/ 2 " 1/4" MAX. 3/8" MAX. MAX SLOPE2 1 CL ALLSTEEL SYSTEM BEYOND SCHEDULED CERAMIC TILE SCHEDULED CARPET TRANSITION STRIP TS-1 CENTRAL LOBBY SIDEOFFICE SIDE FLARE CARPET FOR FINISHED HEIGHT OF CARPET TO MATCH HEIGHT OF TILE AND THINSET ALIGN CL CERAMIC TILECOVE BASE CERAMIC TILEFLOOR TILE 3" M I N I M U M B A S E R E Q U I R E D Job No. Owner Approval Scale DELTA ISSUE DATEDESCRIPTION NOT FOR CONSTRUCTION SERIAL NUM./MANH. ID: VERSION: BULLETIN: As indicated 1/2 9 / 2 0 2 4 2 : 4 1 : 4 3 P M 47BACX.1220.002 2024 A12.50FINISH DETAILS - WEST ARCADIA, CA FCID 9767 1234 S BALDWIN AVENUE ARCADIA, CA 91007-7510 - - 03-2023 CHARLOTTE 615 S. COLLEGE ST. SUITE 725 CHARLOTTE, NC 28202TEL 704-908-1540 © INTERIOR ARCHITECTS, INC., A CALIFORNIA CORPORATION.ALL DRAWINGS AND WRITTEN MATERIAL HEREIN CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT, AND THE SAME MAY NOT BE DUPLICATED, USED, OR DISCLOSED WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT. 6" = 1'-0"1 TS-3 CARPET TO CERAMIC TILE TRANSITION 6" = 1'-0"2 TS-4 CERAMIC TILE TO VCT TRANSITION 3" = 1'-0"3 TS-3 CT TO WM-1 TRANSITION 6" = 1'-0"4 TS-2 CARPET TO VCT TRANSITION 6" = 1'-0"5 SECTION DETAIL AT IFO UCR TRANSITION 1 ISSUED FOR PERMIT 01.25.2023 6" = 1'-0"6 RESTROOM TILE DETAIL ELECTRICAL SYMBOLS TABLE SYMBOL DESCRIPTION SYMBOL DESCRIPTION RC X OS A DS TV WAP A a ABBREVIATIONS ABBREV.DESCRIPTION ABBREV.DESCRIPTION GENERAL ELECTRICAL NOTES Job No. Owner Approval Scale DELTA ISSUE DATEDESCRIPTION © P&G Engineering Design Group2024 Engineering Design Group Corp. 1431 Greenway Drive Embassy, Irving, TX 75038 Office. 786.747.5018|Cell. 786. 863.7091 www.PGEngineeringDesignGroupCorp.com Luis O. Perez PE 40294 Signed 01.25.2024 ® REGISTE RE D P R O F ESSIONAL EN G I N E E R STATE OF CA L I F O R NIA LUI S O . PERE Z No. ME40294Exp.March.31,2025 ELECT R I C AL WEST ARCADIA, CAFCID 9767 1234 S BALDWIN AVENUEARCADIA, CA 91007-7510 1 ISSUED FOR PERMIT 01.25.2024 ELECTRICAL GENERAL NOTES, SYMBOLS AND ABBREVIATIONS E01.01 N.T.S. SENSOR SCHEDULE LIGHTING FIXTURE SCHEDULE MARK DESCRIPTION LIGHT FIXTURE MOUNTING QTY. OFLAMPS VOLTS WATTS NOTESMFG.MODEL # R13A R13AE X GENERAL NOTES: LAMP & BALLAST GENERAL NOTES: 1 FOR WELLNESS ROOM & HALL 102 TYPICAL CONTROL WIRING SCHEMATIC NOT TO SCALE 9 FOR STORAGE 104 CONTROL WIRING SCHEMATIC NOT TO SCALE Job No. Owner Approval Scale DELTA ISSUE DATEDESCRIPTION © P&G Engineering Design Group2024 Engineering Design Group Corp. 1431 Greenway Drive Embassy, Irving, TX 75038 Office. 786.747.5018|Cell. 786. 863.7091 www.PGEngineeringDesignGroupCorp.com Luis O. Perez PE 40294 Signed 01.25.2024 ® REGISTE RE D P R O F ESSIONAL EN G I N E E R STATE OF CA L I F O R NIA LUI S O . PERE Z No. ME40294Exp.March.31,2025 ELECT R I C AL WEST ARCADIA, CAFCID 9767 1234 S BALDWIN AVENUEARCADIA, CA 91007-7510 1 ISSUED FOR PERMIT 01.25.2024 LIGHTING SCHEDULES AND CONTROL DETAILS E01.02 N.T.S. MFP iPAD PR. ATM ATM ND UP UP CB OFFICE 8 113 CB OFFICE 7 112 CB OFFICE 6 111 CB OFFICE 5 110 ME OFFICE 4 109 ME OFFICE 3 108 SBNB OFFICE 2 107 SBNB OFFICE 1 106 WELLNESS 103 STORAGE 104 STAIRS 105 STORAGE 132 JANITOR ROOM 131 SD VAULT 129 STORAGE 130 CPN 128 SD LOBBY 127 STORAGE 124 STAIRS 125 HALL 122 123 121 CB OFFICE 10 120 119 118 UCC 117 CSR 115 WORK ROOM 116 BREAK ROOM 126 CENTRAL ZONE 100 CENTRAL ZONE 100 HALL 114 HALL 102 S B A L D W I N A V E MFUENTRY 50%EMERGENCYEXIT 50% REF. ATM ROOM 101 MFP CB OFFICE 11 CB OFFICE 12 PR. ATM GENDER NEUTRAL RESTROOM CLNB OFFICE 9 STORAGE 133 NFS-FC-2 FS M W - 6 5 - D - S P WM-VD-55 BCS-L SIGNAGEABOVE FILE ROOM W/WASHROOM RESTROOM CORRIDOR RESTROOMM/WASHROOM STORAGE STAFF ROOM STORAGE MECHANICALROOM DN UP DN STAIRS FILE ROOM FILE ROOM S B A L D W I N A V E STAIRS SYMBOL LEGEND LETTER SYMBOLS KEY NOTES ’ OVERALL EXISTING 2ND FLOOR PLAN Job No. Owner Approval Scale DELTA ISSUE DATEDESCRIPTION © P&G Engineering Design Group2024 Engineering Design Group Corp. 1431 GUHHQZD\ DULYH EPEDVV\ IUYLQJ T; 75038 OIILFH 7867475018_CHOO 786 8637091 www.PGEngineeringDesignGroupCorp.com LXLV O PHUH] PE 40294 SLJQHG 01252024 ® REGISTE RE D P R O F ESSIONAL EN G I N E E R STATE OF CA L I F O R NIA LUI S O . PERE Z No. ME40294Exp.March.31,2025 ELECT R I C AL WEST ARCADIA, CAFCID 9767 1234 S BALDWIN AVENUEARCADIA, CA 91007-7510 1 ISSUED FOR PERMIT 01.25.2024 PROPOSED POWER AND TECHNOLOGY PLAN FIRST FLOOR E0200 14 1 0 Scale: NORTH 1/4" = 1'-0" 1 E02.00 PROPOSED POWER AND TECHNOLOGY PLAN - FIRST FLOOR Scale: NORTH 3/32" = 1'-0" 2 E02.00 OVERALL 2ND FLOOR PLAN - EXISTING PANEL C LOCATION UP UP CB OFFICE 8 113 CB OFFICE 7 112 CB OFFICE 6 111 CB OFFICE 5 110 ME OFFICE 4 109 ME OFFICE 3 108 SBNB OFFICE 2 107 SBNB OFFICE 1 106 WELLNESS 103 STORAGE 104 STAIRS 105 STORAGE 132 JANITOR ROOM 131 SD VAULT 129 STORAGE 130 CPN 128 SD LOBBY 127 STORAGE 124 STAIRS 125 HALL 122 123 121 CB OFFICE 10 120 119 118 UCC 117 CSR 115 WORK ROOM 116 BREAK ROOM 126 CENTRAL ZONE 100 CENTRAL ZONE 100 HALL 114 HALL 102 S B A L D W I N A V E MFUENTRY 50%EMERGENCYEXIT 50% ATM ROOM 101 CB OFFICE 11 CB OFFICE 12 GENDER NEUTRAL RESTROOM CLNB OFFICE 9 STORAGE 133 Sp l i t U n i t KEY NOTESSYMBOL LEGEND LETTER SYMBOLS PROJECT NOTES ALTERNATE BID: · . Job No. Owner Approval Scale DELTA ISSUE DATEDESCRIPTION © P&G Engineering Design Group2024 Engineering Design Group Corp. 1431 GUHHQZD\ DULYH EPEDVV\ IUYLQJ T; 75038 OIILFH 7867475018_CHOO 786 8637091 www.PGEngineeringDesignGroupCorp.com LXLV O PHUH] PE 40294 SLJQHG 01252024 ® REGISTE RE D P R O F ESSIONAL EN G I N E E R STATE OF CA L I F O R NIA LUI S O . PERE Z No. ME40294Exp.March.31,2025 ELECT R I C AL WEST ARCADIA, CAFCID 9767 1234 S BALDWIN AVENUEARCADIA, CA 91007-7510 1 ISSUED FOR PERMIT 01.25.2024 PROPOSED LIGHTING PLAN FIRST FLOOR E0300 14 1 0 Scale: NORTH 1/4" = 1'-0" 1 E03.00 PROPOSED LIGHTING PLAN - FIRST FLOOR Job No. Owner Approval Scale DELTA ISSUE DATEDESCRIPTION © P&G Engineering Design Group2024 Engineering Design Group Corp. 1431 Greenway Drive Embassy, Irving, TX 75038 Office. 786.747.5018|Cell. 786. 863.7091 www.PGEngineeringDesignGroupCorp.com Luis O. Perez PE 40294 Signed 01.25.2024 ® REGISTE RE D P R O F ESSIONAL EN G I N E E R STATE OF CA L I F O R NIA LUI S O . PERE Z No. ME40294Exp.March.31,2025 ELECT R I C AL WEST ARCADIA, CAFCID 9767 1234 S BALDWIN AVENUEARCADIA, CA 91007-7510 1 ISSUED FOR PERMIT 01.25.2024 PANEL SCHEDULES AND RISER DIAGRAM E05.01 N.T.S. · · Job No. Owner Approval Scale DELTA ISSUE DATEDESCRIPTION © P&G Engineering Design Group2024 Engineering Design Group Corp. 1431 Greenway Drive Embassy, Irving, TX 75038 Office. 786.747.5018|Cell. 786. 863.7091 www.PGEngineeringDesignGroupCorp.com Luis O. Perez PE 40294 Signed 01.25.2024 ® REGISTE RE D P R O F ESSIONAL EN G I N E E R STATE OF CA L I F O R NIA LUI S O . PERE Z No. ME40294Exp.March.31,2025 ELECT R I C AL WEST ARCADIA, CAFCID 9767 1234 S BALDWIN AVENUEARCADIA, CA 91007-7510 1 ISSUED FOR PERMIT 01.25.2024 ENERGY COMPLIANCE FORMS E05.02 N.T.S. Job No. Owner Approval Scale DELTA ISSUE DATEDESCRIPTION © P&G Engineering Design Group2024 Engineering Design Group Corp. 1431 Greenway Drive Embassy, Irving, TX 75038 Office. 786.747.5018|Cell. 786. 863.7091 www.PGEngineeringDesignGroupCorp.com Luis O. Perez PE 40294 Signed 01.25.2024 ® REGISTE RE D P R O F ESSIONAL EN G I N E E R STATE OF CA L I F O R NIA LUI S O . PERE Z No. ME40294Exp.March.31,2025 M ECHA N I C AL WEST ARCADIA, CAFCID 9767 1234 S BALDWIN AVENUEARCADIA, CA 91007-7510 1 ISSUED FOR PERMIT 01.25.2024 HVAC GENERAL NOTES, LEGEND AND SCHEDULES M01.01 N.T.S. MECHANICAL SCOPE OF WORK THE SCOPE OF WORK INCLUDES, BUT IS NOT LIMITED TO: 1. INTERIOR OFFICE SPACE AIR REDISTRIBUTION, INSTALLATION OF DUCTWORK AND DIFFUSERS; CONTROLS RELOCATION AND ANY ANCILLARY WORK INCLUDING PERFORMING FIELD CHECK OF EXISTING AC UNITS AND INITIAL AIRFLOW TEST AS INDICATED ON THE PANS.2. ALL WORK SHALL IN ACCORDANCE WITH APPLICABLE CODE AND STANDARDS. HVAC GENERAL NOTES GENERAL 1. ALL WORK TO BE PERFORMED UNDER THESE DOCUMENTS SHALL CONFORM WITH THE STATE OF CALIFORNIA BUILDING CODE BULDING AND MECHANICAL (CMC & CMC), AS WELL AS ALL OTHER APPLICABLE STATE AND LOCAL REGULATIONS AND ORDINANCES. ALL WORK SHALL BEPERFORMED BY A LICENSED AND INSURED MECHANICAL CONTRACTOR, IN A FIRST CLASSWORKMANLIKE MANNER. THE COMPLETE SYSTEM SHALL BE FULLY OPERATIVE AFTER COMPLETION OF WORK. 2. GENERAL CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF ENVELOPE INSULATIONMEETING THESE REQUIREMENTS.3. MECHANICAL CONTRACTOR SHALL FURNISH TO THE OWNER WRITTEN WARRANTY THAT THE INSTALLED SYSTEM SHALL BE FREE OF MATERIALS AND WORKMANSHIP DEFECTS FOR A PERIOD OF ONE YEAR FROM FINAL ACCEPTANCE.4. MECHANICAL CONTRACTOR IS RESPONSIBLE FOR OBTAINING HIS OWN PERMIT AND PAYING ALLPERMIT AND INSPECTION FEES. 5. SUBMIT SHOP DRAWINGS FOR ACCEPTANCE BY THE ARCHITECT AND/OR ENGINEER BEFORE PROCEEDING WITH PURCHASE OR INSTALLATION OF THE EQUIPMENT AND MATERIALS. 6. THE CONTRACTOR SHALL PROVIDE A SET OF PRINTS CLEARLY MARKED TO SHOW AS-BUILTCONDITIONS AT THE COMPLETION OF CONSTRUCTION. 7. INTERRUPTION OF EXISTING FACILITIES AND/OR SERVICES SHALL BE KEPT TO A MINIMUM. THE CONTRACTOR SHALL FURNISH ALL MATERIALS REQUIRED WHENEVER TEMPORARY CONNECTIONS ARE NECESSARY TO MAINTAIN CONTINUITY OF SERVICES. COORDINATE ALLINTERRUPTIONS WITH OWNER. PRECAUTIONS SHALL BE TAKEN TO PREVENT CONTAMINATION OF OWNER EQUIPMENT, FURNITURE AND CARPETING WITHIN THIS BUILDING. COVER AND WRAP EQUIPMENT, FURNITURE AND CARPETING AS NECESSARY. DUST AND DEBRIS SHALL BE STRICTLY CONTROLLED. CLOSE COORDINATION WITH OWNER WILL BE REQUIRED.8. DURING CONSTRUCTION CONTRACTOR SHALL FOLLOW THE "SMACNA" LATEST EDITION"INDOOR AIR QUALITY GUIDELINES FOR OCCUPIED BUILDINGS UNDER CONSTRUCTION". 9. ALL BUILDING CONSTRUCTION AFFECTED BY THE REMOVAL, RELOCATION OR INSTALLATION OF ANY PIECE OF EQUIPMENT SHALL BE REPAIRED AND FINISHED AS REQUIRED TO MATCHEXISTING CONDITIONS, OR AS DIRECTED BY THE ARCHITECTURAL DRAWINGS AND/ ORSPECIFICATIONS. 10. IF ANY CONFLICT IS ENCOUNTERED WITHIN THE DESIGN DOCUMENTS, REGARDLESS OF TRADE OR RESPONSIBILITY, THE GREATER SCOPE OF WORK SHALL PREVAIL. FIELD VERIFICATION 1. ALL WORK SHALL BE FIELD VERIFIED AND COORDINATED BEFORE INSTALLATION WITH ALLOTHER TRADES. WHERE THERE IS A DISCREPANCY BETWEEN THE DRAWINGS AND SPECIFICATIONS, NOTIFY THE ENGINEER PRIOR TO BID. FOR BIDDING PURPOSES THE MORE STRINGENT SHALL APPLY. 2. PROVIDE ACCESS PANELS (MATCH WALL OR CEILING RATING) IN ALL WALLS OR CEILINGSWHERE ACCESS TO DAMPERS, CONTROLS, ETC ARE REQUIRED BY CODE. COORDINATELOCATIONS WITH ARCHITECT. 3. WHERE INTERFERENCES OCCUR AND DEPARTURES FROM INDICATED DESIGN WILL BE REQUIRED TO DETERMINE CHANGES ON LOCATIONS, SIZES AND ELEVATIONS OF PIPING,DUCTWORK, ETC. THE CONTRACTOR SHALL SUBMIT A WRITTEN REQUEST FOR THE CHANGEACCOMPANIED BY A DETAILED DRAWING FOR APPROVAL FROM ARCHITECT/ ENGINEER PRIOR TO PROCEEDING WITH ANY CHANGE OR DEPARTURES FROM EXISTING CONTRACT. 4. COORDINATE LOCATION OF DUCTWORK WITH OTHER TRADES, PARTICULARLY WHERE DUCTSRUN THROUGH STRUCTURAL ELEMENTS. PROVIDE ALL NECESSARY SLEEVES BEFORECONCRETE IS POURED. CONTRACTOR SHALL VERIFY EXISTING DUCTWORK SIZES, IF APPLICABLE, WHICH CONNECT TO NEW DUCTWORK BEFORE FABRICATION AND INSTALLATION. 5. CONTRACTOR SHALL VERIFY EXISTING PIPING SIZES, IF APPLICABLE, WHICH CONNECT TO NEWPIPING BEFORE FABRICATION AND INSTALLATION. BEFORE CUTTING OR MAKING OPENINGS INANY BUILDING COMPONENT, CONTRACTOR SHALL VERIFY USING ANY REQUIRED MEANS THAT ITS LOAD BEARING CAPABILITY IS NOT COMPROMISED IN ANY MATTER. THE CONTRACTOR, BY VIRTUE OF SIGNING THE CONTRACT, ACKNOWLEDGES THAT HE AND ALL HIS SUBCONTRACTORS HAVE SATISFIED THEMSELVES AS TO THE NATURE AND LOCATION OF THE WORK. THE GENERALAND LOCAL CONDITIONS INCLUDE, BUT ARE NOT RESTRICTED TO THOSE BEARING UPON; ACCESS POINTS AND POINTS OF CONNECTION TO THE SITE; THE CONFORMATION AND CONDITIONS OF THE WORK AREA; AND THE CHARACTER OF EQUIPMENT AND DEVICES NEEDED PRELIMINARY TO AND DURING THE PERFORMANCE OF THE WORK. FAILURE ON THE PART OFTHE CONTRACTOR TO COMPLETELY OR PROPERLY EVALUATE ANY FACTORS OF COSTS PRIORTO BIDDING SHALL NOT FORM A BASIS FOR ADDITIONAL COMPENSATION IF HE IS AWARDED THE CONTRACT. NEW EQUIPMENT 1. ALL MECHANICAL EQUIPMENT LOCATED ON THE EXTERIOR OF THE BUILDING SHALL BE CONSTRUCTED AND INSTALLED TO WITHSTAND HURRICANE FORCE WINDS FROM ANY DIRECTION AS PER LOCAL JURISDICTION REQUIREMENTS. 2. MECHANICAL EQUIPMENT SHALL BE SUPPORTED PER MANUFACTURER RECOMMENDATIONSAND AS REQUIRED FOR APPLICABLE CODES AND STANDARDS, USING INDUSTRY STANDARDPRACTICES. STRUCTURAL ENGINEER DESIGN AND RECOMMENDATIONS SHALL BE FOLLOWED. SUBMIT SHOP DRAWINGS OF ALL SUPPORTING STRUCTURES THAT CLEARLY INDICATE SIZES, MATERIAL, DESIGN AND PRODUCT APPROVAL NUMBERS.3. VIBRATION ISOLATORS SHALL BE PROVIDED FOR ALL MECHANICAL EQUIPMENT WITH MOVINGAND/OR ROTARY PARTS. SUBMIT SHOP DRAWINGS SHOWING, BUT NOT LIMITED, ISOLATION PERFORMANCE AND ALLOWABLE SUPPORTING LOADS. 4. FOR ALL OUTDOOR MOUNTED EQUIPMENT PROVIDE SURFACE AND COIL PROTECTION AGAINSTCORROSION DUE TO PROXIMITY TO MARINE AND/OR CORROSIVE ENVIRONMENT (PROVIDEADSIL COATING ON ALL CONDENSERS & PROVIDE CERTIFICATE OF COATING TO OWNER). 5. CONTROL WIRING SHALL BE THE RESPONSIBILITY OF THE MECHANICAL CONTRACTOR. ELECTRICAL CONTRACTOR SHALL INSTALL/FURNISH ALL CONDUIT, TRANSFORMERS ANDCONDUCTORS.6. THE CONTRACTOR SHALL FURNISH ALL MOTORS, STARTERS AND RELAYS, ETC., TO CONFORM A FULLY OPERATING SYSTEM. COORDINATE WITH THE ELECTRICAL DIVISION ALL WORK RELATED TO THE MECHANICAL SYSTEMS. 7. INSULATE REFRIGERANT SUCTION PIPING WITH 3/4" FIRE RESISTANT FOAM, PLASTIC OR CLOSEDCELL POLYETHYLENE PRE-MOLDED PIPE INSULATION.8. CONDENSATE DRAIN PIPING INSTALLED ON NON-AIR CONDITIONED SPACES SHALL BE PROPERLY INSULATED. 9. REFRIGERANT PIPING SHALL BE SEAMLESS COPPER TYPE "L" HARD OR SOFT DRAWN ACRCOPPER TUBING WITH WROUGHT COPPER SOLDER JOINT FITTINGS. SOLDER SHALL BE EQUALTO HARRIS"S "STAY-SILV 15", 15% SILVER BRAZING ALLOY. 10. PROVIDE EQUIPMENT MAINTENANCE AND INSTRUCTION MANUALS. THE MANUAL SHALL ESTABLISH ALL REQUIRED SCHEDULED MAINTENANCE THAT SHALL BE PERFORMED DURINGTHE LIFE OF THE BUILDING TO GUARANTEE THE WORKING CONDITION OF THE INSTALLEDSYSTEM AND THE MAINTENANCE OF A PROPER I.A.Q. IN THE BUILDING. MANUALS SHALL BE SUBMITTED TO THE ENGINEER FOR ACCEPTANCE. 11. EQUIPMENT DATA SHOWN IN THE EQUIPMENT SCHEDULES IS BASED ON MANUFACTURER'SACTUAL CATALOG. VERIFY THIS INFORMATION WITH MANUFACTURERS PRIOR TO PURCHASINGOR INSTALLING ANY EQUIPMENT. MANUFACTURER'S NAMES SHALL BE INTERPRETED AS ESTABLISHMENT OF REQUIRED TYPE CLASS AND QUALITY. ALL SUBSTITUTIONS SHALL BE APPROVED BY THE PROJECT ENGINEER. 12. PROVIDE ALL NECESSARY INSTRUCTIONS TO THE OWNER IN THE OPERATION OF THEMECHANICAL SYSTEM. 13. SEE EQUIPMENT SCHEDULES ON DRAWINGS FOR INFORMATION ON ALL SPECIFIED EQUIPMENT FOR THIS JOB. DUCTWORK 1. LOCATION OF DUCTWORK IS APPROXIMATE. ALL DRAWINGS AND LAYOUT ARE DIAGRAMMATICTO SHOW DESIGN INTENT ONLY. CONTRACTOR TO COORDINATE ALL DUCTWORK AND PIPINGWITH ALL OTHER WORK IF FIELD CONDITIONS DIFFER SIGNIFICANTLY FROM THOSE SHOWN ON THE DRAWINGS AND AFFECT WORK, INFORM ARCHITECT IMMEDIATELY BEFORE PROCEEDING WITH THAT AREA.2. PROVIDE ALL NECESSARY ACCESS PANELS TO CONTROL VALVES, DAMPERS, SENSORS, AND ANY OTHER DEVICES NON-ACCESSIBLE OTHERWISE. 3. ALL SIZES SHOWN FOR LINED AND UNLINED DUCTS ARE CLEAR INSIDE DUCT DIMENSIONS. 4. SUPPLY AIR DUCTWORK SHALL BE SHALL BE SHOP FABRICATED GALVANIZED STEEL SEALEDFOR LOW LEAKAGE; DUCTWORK SHALL BE CONSTRUCTED TO A 6” PRESSURE CLASSIFICATION.THE INSTALLATION SHALL UTILIZE RIGID DUCT ONLY. NO FLEXIBLE DUCTWORK MAY BE UTILIZED UPSTREAM OF THE VAV BOX. 5. EXPOSED DUCT SHALL BE PAINTED; COORDINATE FINAL PAINT AND COLOR WITH ARCHITECTAND PROJECT MANAGER.6. DUCTWORK INSULATION SHALL COMPLY WITH THE REQUIREMENTS OF CECC SECTION C403.11. ADDITIONAL INSULATION REQUIREMENTS SHALL BE IN ACCORDANCE BANK OF AMERICA STANDARDS AND SPECIFICATIONS.7. PROVIDE VOLUME DAMPERS, TURNING VANES, ETC., IN DUCTWORK FOR PROPER AIR FLOW ANDBALANCE. PROVIDE MULTIPLE VANE EXTRACTORS OR SPLITTERS WITH CONTROL RODS AT ALL OUTLETS CONNECTED CLOSER THAN TWO DUCT DIAMETERS TO MAIN SUPPLY DUCT AND WHERE SHOWN.8. VENTILATION AND EXHAUST AIR DUCTWORK SHALL BE OF SHEET METAL CONSTRUCTION PERSMACNA'S STANDARDS. 9. SEE SCHEDULES ON PLANS FOR AIR DISTRIBUTION DEVICES SPECIFICATIONS. 10. CONTRACTOR SHALL NOTE THE CRITICAL SPACE AVAILABLE ABOVE CEILINGS. PROVIDE TRANSITION PIECES AT CROSSOVERS, UNDER BEAMS, OVER/UNDER PIPES, AS REQUIRED TOACCOMMODATE DUCTS WITHIN SPACE AVAILABLE, PROVIDING EQUIVALENT DUCT SIZE TO THE DIAMETER SHOWN. COORDINATE CLOSELY WITH OTHER TRADES TO REDUCE NECESSITY OF TRANSITIONS TO A MINIMUM. NO ADDITIONAL COSTS WILL BE PAID FOR ANY REQUIRED TRANSITIONS OR OTHER SPECIAL CHANGE SHAPE PIECES. ALL DUCTWORK SHALL BESUPPORTED AND SEISMICALLY RESTRAINED PER THE CALIFORNIA BUILDING CODES AND SMACNA STANDARD. TEST AND BALANCING 1. BALANCE ALL SYSTEMS TO PROVIDE FLOW QUANTITIES AND CAPACITIES AS INDICATED ONDRAWINGS. PERFORM A COMPLETE OPERATING AND BALANCING TEST OF THE FINISHED SYSTEM. PROVIDE WRITTEN REPORT OF THE RESULT OF THIS TEST STATING THE ACCEPTABILITY OF THE SYSTEM AND COMPLIANCE WITH THE DESIGN DOCUMENTS. TEST AND BALANCE AGENCY SHALL BE AN INDEPENDENT, AABC OR NEBB CERTIFIED AGENCY, AND SHALLBE RETAINED BY THE OWNER. CONTRACTOR SHALL COORDINATE WITH OWNER AND TESTING AND COMMISSIONING AGENCY ALL WORK FOR FINAL CERTIFICATION OF THE HVAC SYSTEM. HVAC LEGEND HVAC LEGEND REFRIGERANT SUCTION LINE REFRIGERANT LIQUID LINE VOLUME CONTROL DAMPER TOP CONNECTION DESCRIPTION (14 GAUGE WIRE) HVAC-ABBREVIATIONS DIRECTION OF PITCH DIRECTION OF FLOW BOTTOM CONNECTION AND 1/2" ALUM. MESHOPEN END DUCT w/ANGLESOPPOSED BLADE DAMPER CONDENSATE DRAIN PIPING SUPPLY AIR RETURN AIR OUTSIDE AIR ROUND DUCTWORKFLAT/OVAL DUCTWORK EQUIPMENT DESIGNATION EXHAUST FAN ELECTRIC WALL HEATER GAS/ELECTRIC ROOFTOP UNIT ELECTRIC CEILING HEATER DESCRIPTION AIR HANDLING UNIT ABOVE FINISHED FLOOR HVAC-ABBREVIATIONS FINISHED FLOOR ELEV. CAP FOR FUTURE F. FL. EL. EWH GER ABBR. C.F.F.AHU C.O. EF DN.ECH AFF CLEANOUT DOWN RS VCD SA ØO ABBR. OBD RL OED RA OA END CAP 3/4" DOOR UNDERCUT DESCRIPTION ELBOW DOWN UNION (FLANGED CONNECTION/ SECTION SECTION SECTION SECTION DESCRIPTION HORIZONTAL DUCTFIRE DAMPER IN FLEXIBLE AIR DUCT EXHAUST DUCT- OUTSIDE AIR DUCT- RETURN AIR DUCT- SUPPLY AIR DUCT- ACCESS PANELS VERTICAL DUCTFIRE DAMPER IN AND MVDs. SEE PLANS SUPPLY TRUNK DUCTTEE WITH TURNING VANES HVAC-PIPING SYMBOLS FOR X & Y DIM. IF NOT VOLUME CONTROL DAMPER (VCD) 12x6 DUCT (WIDTH x DEPTH) SMOKE DETECTOR (SUPPLY)DUCT TURNED DOWN (RETURN)DUCT TURNED UP RADIUS ELBOWDUCT TURN WITH VANE ELBOW SQUARE TURN WITH DAMPER MOTOR OPERATED VOLUME CONTROL DAMPER DESCRIPTION DUCT WITH INTERNAL FLEXIBLE CONNECTION MOD SYMBOL MOD HVAC-SYMBOLS SD S SWITCH LINING D R D DROP R RISE SYMBOL JOINT) ELBOW UP EQUAL. IN DIRECTIONOF AIR FLOW AP FD FD FD FD RA OA EXH AP SA HVAC-DUCT SYMBOLS DOUBLELINE LINESINGLE 12x6 LINEDOUBLEDESCRIPTION LINESINGLE DOOR UNDERCUTU C COMBINATION CO2/HUMIDITY RT REMOTE TEMPERATURE SENSOR FIRE/SMOKE DAMPER OCCUPANCY SENSOR FSD SENSOR M TS TEMPERATURE SENSOR T THERMOSTAT/TEMPERATURESENSOR T DAINTREE TEMEPERATURESENSOR -#- 2WAY TWO-WAY 3WAY THREE-WAY -A- A/C AIR CONDITION AD ACCESS DOOR ADA AMERICAN DISABILITIES ACT ADDL ADDITIONAL ADJ ADJUSTABLE AFF ABOVE FINISHED FLOOR AHJ AUTHORITY HAVING JURISDICTION AHU AIR HANDLING UNIT AIA AMERICAN INSTITUTE OF ARCH AMP AMPHERE ARCH ARCHITECT ASHRAE AMERICAN SOCIETY OF HEATINGREFRIGERATION & AIRCONDITIONING ENGINEERS AUTO AUTOMATIC AVG AVERAGE -B- BDD BACKDRAFT DAMPER BFP BACKFLOW PREVENTOR BLDG BUILDING BLW BELOW BTU BRITISH THERMAL UNIT BTUH BRITISH THERMAL UNIT/ HOUR -C- CC COOLING COIL CD CEILING DIFFUSER CFM CUBIC FEET PER MINUTE CFSD COMBINATION FIRE/SMOKE DAMPER CHWP CHILLED WATER PUMP CHWR CHILLED WATER RETURN CHWS CHILLED WATER SUPPLY CL CENTER LINE CLG CEILING CNDS CONDENSATE DRAIN CO2 CARBON DIOXIDE COND CONDENSER CONN CONNECT CP CONTROL PANEL CWP CONDENSER WATER PUMP CWR CONDENSER WATER RETURN CWS CONDENSER WATER SUPPLY -D- (D)EXISTING TO BE DEMOLISHED DB DRY BULB dB DECIBEL DBA UNIT OF SOUND LEVEL DBT DRY BULB TEMPERATURE DDC DIRECT DIGITAL CONTROL DEG DEGREE DIA DIAMETER DMPR DAMPER DN DOWN DR DRAIN DWG DRAWING -E- (E)EXISTING TO REMAIN (ER)EXISTING TO BE RELOCATED EA EXHAUST AIR EAR EXHAUST AIR REGISTER EAT ENTERING AIR TEMPERATURE EDBT ENTERING DRY BULB TEMP EER ENERGY EFFICIENCY RATIO EF EXHAUST FAN EL ELEVATION ELEC ELECTRIC / ELECTRICAL EQ EQUAL ESP EXTERNAL STATIC PRESSURE EWBT ENTERING WET BULB TEMP EWT ENTERING WATER TEMP EXH EXHAUST EXIST EXISTING -F- F FAHRENHEIT FA FACE/FREE AREA FCU FAN COIL UNIT FD FIRE DAMPER FLA FULL LOAD AMPERES FLEX FLEXIBLE FPM FEET PER MINUTE FT FEET / FOOT -G- GAL GALLON GALV GALVANIZED GPM GALLONS PER MINUTE GRL GRILLE -H- HD HEAD HORIZ HORIZONTAL HP HORSEPOWER HVAC HEATING, VENTILATION, & AIR CONDITIONING HWP HOT WATER PUMP HWR HOT WATER RETURN HWS HOT WATER SUPPLY HZ HERTZ ID INSIDE DIMENSION IN INCH INSUL INSULATION -K- KW KILOWATT -L- (L)LINED LAT LEAVING AIR TEMPERATURE LBS POUND(S) LH LATENT HEAT LTH LENGTH LVR LOUVER LWT LEAVING WATER TEMPERATURE -M- MAT MIXED AIR TEMPERATURE MAX MAXIMUM MBTUH THOUSAND BTU PER HOUR MED MEDIUM MER MECHANICAL EQUIPMENT ROOM MFR MANUFACTURER MHP MOTOR HORSEPOWER MIN MINIMUM OR MINUTE MS MOTOR STARTER MTD MEAN TEMP DIFFERENCE MTGHT MOUNTING HEIGHT MU MAKE UP WATER LINE -N- NIC NOT IN CONTRACT NO NUMBER NTS NOT TO SCALE -O- OA OUTSIDE AIR OD OUTSIDE DIAMETER -P- PD PRESSURE DROP/DIFFERENCE PERF PERFORATED PH PHASE PLBG PLUMBING POS POSITIVE PRV PRESSURE REDUCING VALVE PSI POUNDS PER SQUARE INCH -R- (R)REMOVE R RISE RA RETURN AIR RAG RETURN AIR GRILLE REC RECESSED REFR REFRIGERATION REG REGISTER REM REMOVABLE REQD REQUIRED RFGT REFRIGERANT RH RELATIVE HUMIDITY RHC REHEAT COIL RLA RUNNING LOAD AMPERES RLL REFRIGERANT LIQUID LINE RM ROOM RPM REVOLUTIONS PER MINUTE RSL REFRIGERANT SUCTION LINE -S- SA SUPPLY AIR SAR SUPPLY AIR REGISTER SD SMOKE DAMPER/DETECTOR SEER SEASONAL ENERGY EFFICIENCY SF SUPPLY FAN SF SQUARE FOOT (FEET) SP STATIC PRESSURE SPEC SPECIFICATION SS STAINLESS STEEL STRUC STRUCTURAL -T- T THROAT TA TRANSFER AIR TDH TOTAL DYNAMIC HEAD TEMP TEMPERATURE TSTAT THERMOSTAT TYP TYPICAL -V- V VOLT VAV VARIABLE AIR VOLUME VD VOLUME DAMPER VFD VARIABLE FREQUENCY DRIVE -W- W WIDTH W/ WITH W/O WITHOUT WB WET BULB WMS WIRE MESH SCREEN WP WEATHERPROOF CODE REQUIREMENTS HVAC GENERAL REQUIREMENTS 1. PROVIDE MECHANICAL INSTALLATION IN ACCORDANCE WITH LOCAL CODES ORDINANCES, AND AMENDMENTS. 2. SUPPORT SUSPENDED MECHANICAL EQUIPMENT WITH FANS WITH ALL-THREAD RODS AND VIBRATION ISOLATORS. 3. PROVIDE GENERAL CONTRACTOR WITH FINAL SIZES AND LOCATIONS OF ALL WALL, FLOOR, AND ROOF PENETRATIONS TO COORDINATE ANY REQUIRED STRUCTURAL FRAMING MEMBERS.4. ALL PENETRATIONS OF DUCTWORK, PIPING CONDUITS, AND VENTS THROUGH FIRE-RATED ANDSMOKE-RATED BARRIERS SHALL HAVE FIRESTOP AND/OR SMOKE STOP PROTECTION INACCORDANCE WITH THE MINIMUM BUILDING CODE. 5. IF AC UNITS MUST BE USED DURING CONSTRUCTION, THEY SHALL HAVE FILTRATION MEDIA WITH A MERV 8 AT EACH RETURN AIR GRILLE. NEW FILTERS MERV 13 MUST BE NSTALLED PRIOR TO OCCUPANCY. 6. HOLD ALL PIPING AND DUCTWORK TIGHT TO STRUCTURE IN ALL AREAS. NOTE THERE ARE HIGH CEILINGS IN MANY AREAS WHICH WILL REQUIRE CLOSE COORDINATION WITH OTHER TRADESDURING SHOP DRAWING PREPARATION AND DURING CONSTRUCTION.7. SMOKE DETECTORS AND REMOTE ANNUNCIATOR ARE SUPPLIED BY MECHANICAL CONTRACTOR.SMOKE DETECTORS SHALL BE INSTALLED AND INTERLOCKED FOR SHUTDOWN OF AC UNIT. 8. THREE SETS OF FILTERS ARE TO BE PROVIDED BY CONTRACTOR FOR EACH RTU UNIT. ONE SET IS FOR USE DURING CONSTRUCTION, ONE SET TO BE INSTALLED PRIOR TO TEST AND BALANCE, AND A FINAL SET TO BE INSTALLED JUST PRIOR TO OCCUPANCY. UNLESS OTHERWISE REQUIRED BY THE AHJ THE FOLLOWING SHALL APPLY: 1. 2022 CALIFORNIA BUILDING CODE (CBC), CALIFORNIA CODE OF REGULATIONS, TITLE-24, PART 2 (2021 INTERNATIONAL BUILDING CODE WITH STATE AND LOCAL AMENDMENTS).2. 2022 CALIFORNIA MECHANICAL CODE (CMC), CALIFORNIA CODE OF REGULATIONS, TITLE-24, PART 4 (2021UNIFORM MECHANICAL CODE (UMC) WITH STATE AND LOCAL AMENDMENTS). 3. 2022 CALIFORNIA PLUMBING CODE (CPC), CALIFORNIA CODE OF REGULATIONS, TITLE-24, PART 5 (2021 UNIFORM PLUMBING CODE (UPC) WITH STATE AND LOCAL AMENDMENTS).4. 2022 CALIFORNIA FIRE CODE (CFC), CALIFORNIA CODE OF REGULATIONS, TITLE-24, PART 9 (2021INTERNATIONAL FIRE CODE WITH STATE AND LOCAL AMENDMENTS). 5. 2022 CALIFORNIA ELECTRIC CODE (CEC), TITLE-24, PART 9 (2020 NATIONAL ELECTRICAL CODE WITH STATE AND LOCAL AMENDMENTS). 6. 2022 CALIFORNIA BUILDING ENERGY EFFICIENCY STANDARD FOR RESIDENTIAL AND NONRESIDENTIALBUILDINGS, CALIFORNIA CODE OF REGULATIONS, TITLE-24, PART 6. 7. 2022 CALIFORNIA GREEN BUILDING STANDARDS CODE, CALIFORNIA CODE OF REGULATIONS, TITLE-24, PART 11. CALIFORNIA VENTILATION CRITERIA REQ'S: ·ALL AREAS: 15 CFM/PERSON OR 0.15 CFM/SQ.FT., WHICHEVER IS GREATER. ·COMPLY WITH CALIFORNIA BUILDING ENERGY EFFICIENCY STANDARD. ·COMPLY WITH CHAPTER 4 OF CMC, CHAPTER 12 OF CBC AND ASHRAE 62.1. ANNOTATION TITLE MARK DETAIL OR PLAN NO. - 1FOUND IN M-201 DETAIL REFERENCE DETAIL NO. - 1 FOUND IN M-501 SECTION MARK SECTION NO. - 1 FOUND IN M-501 SHEET KEYNOTE REVISION CLOUD (DELTA 1) DETAIL BOUNDARY BDETAIL NO. - 2 EQUIPMENT TAG; DESIGNATION AC, DESIGNATION NUMBER 1-1 LOUVER IN DOOR MINIMUM 1.0 SQ FT,FREE AREA POINT OF CONNECTION POINT OFDISCONNECTION DUCT DUCTWORK (NEW) DUCTWORK (EXISTING) DUCTWORK(EXISTING TO BE DEMOLISHED) DUCTWORK WITHACOUSTIC LINING DUCT UNDERPOSITIVE PRESSURE DUCT UNDERNEGATIVE PRESSURE RISE IN DUCT (IN DIRECTION OF AIR FLOW) DROP IN DUCT (INDIRECTION OF AIRFLOW) REHEAT COIL FLEX DUCT DUCT TRANSITION VANED ELBOW RADIUS ELBOW DUCT FITTING (SEE DETAILS) FLEXIBLE DUCT CONNECTION TRANSFER AIR BOOT (STRAIGHT) SEE SCHEDULE REQUIREMENTS TRANSFER AIR ELBOW WITH ACOUSTIC LINING SOUND ATTENUATOR CEILING SUPPLYDIFFUSER, TYPE A, THROW PATTERN 4-WAY, 100 CFM CEILING RETURN REGISTER (GRILLE), TYPE A, 100 CFM CEILING EXHAUST,TYPE A, 100 CFM CEILING SUPPLYWITH BLANKINGPLATE (3-WAY) EXISTING TO REMAIN EXISTING TO BE DEMOLISHED LINEAR SLOT DIFFUSER 12"X6" SIDEWALL SUPPLY REGISTER, 150 CFM 12"X6" SIDEWALLRETURN / EXHAUSTREGISTER, 150 CFM ACCESS PANEL SINGLE DUCT VAV BOX SINGLE DUCT VAV BOX WITH ATTENUATOR SINGLE DUCT VAV WITH REHEAT SINGLE DUCT VAV BOX WITH REHEAT AND ATTENUATOR SHUT-OFF VAV BOXWITH HYDRONICHEATING COIL ANDOUTLET BOX COMBINATIONSMOKE/FIRE DAMPER AND ACCESS DOOR SMOKE DAMPER AND ACCESS DOOR BACK DRAFT DAMPER VOLUME DAMPER THERMOSTAT PIPING NEW PIPING EXISTING TO REMAIN EXISTING TO BEDEMOLISHED VALVES BALL VALVE BUTTERFLY VALVE CHECK VALVE FLOAT VALVE FUSIBLE LINK GATE VALVE GLOBE VALVE MOTORIZED BALLVALVE PLUG VALVE PLUG SAFETY PRESSURE REDUCING RELIEF VALVE SOLENOID VALVE VALVED AND CAPPED OUTLET BACK FLOW PREVENTER FITTINGS ELBOW DOWN ELBOW DOWN TO TEE ELBOW UP END CAP TEE DOWN TEE UP UNION SCALE: NTS TITLE E-201 1 E-501 1 E-5011 1 1 E-201 2 AC1-1 FA1.0 L (E) (D) UP DN SA (100) 12X6 WR 150 12X6 WG 150 T (E) (D) BFP DUCT SIZING (MAX ΔP =0.15 WC/100 FT) DUCT CLASS VELOCITY (FPM) A B C DUCT SIZING LEGEND Job No. Owner Approval Scale DELTA ISSUE DATEDESCRIPTION © P&G Engineering Design Group2024 Engineering Design Group Corp. 1431 Greenway Drive Embassy, Irving, TX 75038 Office. 786.747.5018|Cell. 786. 863.7091 www.PGEngineeringDesignGroupCorp.com Luis O. Perez PE 40294 Signed 01.25.2024 ® REGISTE RE D P R O F ESSIONAL EN G I N E E R STATE OF CA L I F O R NIA LUI S O . PERE Z No. ME40294Exp.March.31,2025 M ECHA N I C AL WEST ARCADIA, CAFCID 9767 1234 S BALDWIN AVENUEARCADIA, CA 91007-7510 1 ISSUED FOR PERMIT 01.25.2024 HVAC SCHEDULES M01.02 N.T.S. GRILLES, REGISTERS AND DIFFUSER SCHEDULE HVAC DESIGN REQUIRES:YES NO HVAC DESIGN SMOKE DETECTOR VAULT VAULT STORAGE COUPONBOOTH CORRIDOR WASHROOM PRIVATEAREA STORAGE STAIRS STAFF ROOM FILE ROOM STORAGE SECUREROOM SERVER ROOM JANITOR HOMELOANS HOMELOANS OFFICE OFFICE SMALLBUSINESS INVESTMENT INVESTMENT HOMELOANS SMALLBUSINESS OFFICEOFFICESMALLBUSINESS OFFICE CORRIDOR LOBBY WAITING AREA WAITING AREA STAIRS WORKING AREA FRONT OF CSR BEHIND CSR S B A L D W I N A V E UP UP MFUENTRY 50%EMERGENCYEXIT 50% 360o 360 o 36 0 o 36 0 o 36 0 o 36 0 o 36 0 o 360 o 360 o 360 o Sp l i t U n i t GC NOTE OUTSIDE AIR NOTES DIFFUSER'S NOTES SYMBOL LEGEND LEGEND KEY NOTESSCOPE OF WORK JA C E T04 2CO T03 Job No. Owner Approval Scale DELTA ISSUE DATEDESCRIPTION © P&G Engineering Design Group2024 Engineering Design Group Corp. 1431 Greenway Drive Embassy, Irving, TX 75038 Office. 786.747.5018|Cell. 786. 863.7091 www.PGEngineeringDesignGroupCorp.com Luis O. Perez PE 40294 Signed 01.25.2024 ® REGISTE RE D P R O F ESSIONAL EN G I N E E R STATE OF CA L I F O R NIA LUI S O . PERE Z No. ME40294Exp.March.31,2025 M ECHA N I C AL WEST ARCADIA, CAFCID 9767 1234 S BALDWIN AVENUEARCADIA, CA 91007-7510 1 ISSUED FOR PERMIT 01.25.2024 EXISTING-DEMO HVAC PLAN FIRST FLOOR M02.00 1/4" = 1'-0" Scale: NORTH 1/4" = 1'-0" 1 M02.00 EXISTING-DEMO HVAC PLAN - FIRST FLOOR UP UP CB OFFICE 8 113 CB OFFICE 7 112 CB OFFICE 6 111 CB OFFICE 5 110 ME OFFICE 4 109 ME OFFICE 3 108 SBNB OFFICE 2 107 SBNB OFFICE 1 106 WELLNESS 103 STORAGE 104 STAIRS 105 STORAGE 132 JANITOR ROOM 131 SD VAULT 129 STORAGE 130 CPN 128 SD LOBBY 127 STORAGE 124 STAIRS 125 HALL 122 123 121 CB OFFICE 10 120 119 118 UCC 117 CSR 115 WORK ROOM 116 BREAK ROOM 126 CENTRAL ZONE 100 CENTRAL ZONE 100 HALL 114 HALL 102 S B A L D W I N A V E MFUENTRY 50%EMERGENCYEXIT 50% ATM ROOM 101 CB OFFICE 11 CB OFFICE 12 GENDER NEUTRAL RESTROOM CLNB OFFICE 9 STORAGE 133 OS OS OS OS OS 360 o OS OS 36 0 o 36 0 o 36 0 o 36 0 o 36 0 o 360 o 360 o 360 o Sp l i t U n i t 360o OUTSIDE AIR NOTESSYMBOL LEGEND OUTSIDE AIR NOTES HVAC DESIGN REQUIRES:YES NO HVAC DESIGN SMOKE DETECTOR LEGEND WORK NOTES GC NOTE KEY NOTES JA C E 2CO T03 S-1A R-1A S-1A S-1A T- Job No. Owner Approval Scale DELTA ISSUE DATEDESCRIPTION © P&G Engineering Design Group2024 Engineering Design Group Corp. 1431 GUHHQZD\ DULYH EPEDVV\ IUYLQJ T; 75038 OIILFH 7867475018_CHOO 786 8637091 www.PGEngineeringDesignGroupCorp.com LXLV O PHUH] PE 40294 SLJQHG 01252024 ® REGISTE RE D P R O F ESSIONAL EN G I N E E R STATE OF CA L I F O R NIA LUI S O . PERE Z No. ME40294Exp.March.31,2025 M ECHA N I C AL WEST ARCADIA, CAFCID 9767 1234 S BALDWIN AVENUEARCADIA, CA 91007-7510 1 ISSUED FOR PERMIT 01.25.2024 PROPOSED HVAC PLAN FIRST FLOOR M0201 14 1 0 Scale: NORTH 1/4" = 1'-0" 1 M02.01 PROPOSED HVAC PLAN - FIRST FLOOR ROUND 90° ELBOW WHERE ROUND 90°"W" ON PLANSELS ARE SHOWN CL "W" USE THIS DESIGN 1ï"W" LC DUCT SLOPE NO TOEXCEED 1" IN 4" ROUNDRECTANGULAR CL DUCT CL ROUND 45° ELBOW "W"WHERE ROUND 45°ELS ARE SHOWNON PLANSCL USE THIS DESIGN 1`1|2`"W" "W" DETAIL THIS SHEET) USE THIS DESIGN ELS ARE SHOWNWHERE SQUARE 45° SQUARE 45° ELBOW "W" CL ON PLANS TURN VANES (SEE LC CL "W" TYPICAL RECTANGULAR TRANSITION CL EXCEED 1" IN 4"SLOPE NO TO TYPICAL RECTANGULAR TO ROUND TRANSITION INSTALLATION NOTES DETAIL OF TURN VANES 1" 1" 1" 2" RADIUS 1" 1" RADIUS SREW DRIVER SLOT BRANCH DUCT 8" MIN. 2" VOLUME DAMPER ASSEMBLY OPPOSED BLADES LINKED TOGETHER IN A FRAME, OPERATED THROUGH FLEXIBLE CABLE MAIN DUCT SEE PLAN FLEXIBLE CABLEBRACKET SECURE TO DUCT INSULATED PLENUM 1. ALL DUCTS SHALL BE CONSTRUCTED AND ERECTED IN A NEAT AND WORKMANLIKE MANNER.2. DUCTS SHALL BE CONSTRUCTED OF THE WEIGHTS GAGES AND MATERIAL AS INDICATED ON THESE DRAWINGS.3. THE DIMENSIONS SHOWN FOR ALL DUCTS SHOWN IN PLAN GIVE THE WIDTH FIRST AND THEN THE HEIGHT.4. DUCT RISERS SHOULD BE SUPPORTED BY ANGLES AT EVERY FLOOR. 5. AIR TURN VANES SHALL BE INSTALLED IN ALL ABRUPT ELBOWS TO PREVENTTURBULANCE.6. DUCTS SHALL BE SECURELY ATTACHED TO THE BUILDING CONSTRUCTION IN AN APPROVED MANNER.7. DIVERTING TRANSITION PIECES SHALL BE MADE AS GRADUAL AS POSSIBLE. 8. INSTALL PIPE DAMPER AS REQUIRED BY N.F.P.A. PAMPHLET No.90A OR THE LOCAL CODES. 9. ACCESS PANELS SHOULD BE PLACED BEFORE AND/OR AFTER EQUIPMENT INSTALLED IN THE DUCT. 10. WHEN OBSTRUCTION CANNOT BE AVOIDED DUCT AREA SHOULD NOT BE DECREASED MORE THAN 10 PERCENT, AND A STREAMLINED FITTING SHOULD BE USED. 11. FLEXIBLE CONNECTIONS SHOULD BE USED ON BOTH THE INLET AND OUTLET TO ALL FANS. 12. JOINTS AND SEAMS OF SUPPLY DUCTS SHALL BE FASTENED SECURELY AND MADE AIR TIGHT. SCALE: N.T.S. LOW VELOCITY DUCT LAYOUT DETAILS. SCALE: N.T.S. LINEAR PLENUM DUCT CONNECTION DETAIL. SCALE: N.T.S. RECTANGULAR DUCT SUPPORT. 2'-8" MAXTO STR. SUPPORT MECHANICAL FORGED WIRE ROPE CLIP. INSTALL TYP EXCESS CABLE TYP TWO 3/8"DIA. LOCKNUTS AND WASHERS #10 SELF-TAPPING SHEETMETAL SCREWS, 4 MIN 1"x22 GA STRAPTYP REFER TO UPPERATTACHMENT REFER TO UPPER ATTACHMENT 3/8" ROD OR OPTIONAL TYPBOTH SIDES #10 SELF-TAPPING SHEET METAL SCREWS, ONE PER SIDE ROD STIFFENERAS REQUIRED 30X30 MAXRECTANGULAR DUCT 3/8" DIA. BOLT, LOCK WASHER & NUT. 1"1/2" 45° RECTANGULAR DUCT 1/4" CABLE TO TYP 2'-8" MAX TOSTRUCTURAL SUPPORT DETAIL B 3"x3"x16 GA DETAIL A NOTES:1. MAXIMUM SPACING OF HANGERS SHALL BE 5'-0". 3. SEISMIC RESTRAINT CABLES MAY BE OMITTED WHERE:A. THERE IS A FLEXIBLE CONNECTION BETWEEN THE MECHANICAL EQUIPMENT ANDB. RECTANGULAR DUCT IS LESS THAN 6 SQUARE FEET IN AREA OR 4. WHERE SEISMIC RESTRAINTS ARE REQUIRED,A. PROVIDE TRANSVERSE BRACING AT 30 FT ANDB. LONGITUDINAL BRACING AT 60 FT. 6. REFER TO STRUCTURAL DETAILS FOR ADDITIONAL INFORMATION NOT SHOWN HERE. . 5'-0" MAX TO STRUCTURAL SUPPORT REFER TO UPPER ATTACHMENT DETAIL 1/4" SEISMIC RESTRAINT CABLE TO TYP EXCESS CABLETYP MECHANICAL FORGED WIRE ROPE CLIP. INSTALL TWO PER TYP 3/8" DIA. BOLT, LOCKWASHER REFER TO UPPER TYP 3/8" BOLT, LOCK WASHER, 1"x20GA STRAP LESS THAN28" DIA 1" MIN2-1/2"x12 GA STRAP SHOWN WITH TRANSVERSE BRACING SHOWN WITH LONGITUDINAL BRACING 2x2X16 GA ANGLE NOTES:1. HANGERS SHALL BE INSTALLED AT EVERY CHANGE OF DIRECTION AND NO MORE THAN 10'-0" APART.2. PROVIDE A FLEXIBLE CONNECTION BETWEEN MECHANICAL EQUIPMENT AND DUCT.3. STRAP MAY BE REDUCED TO 1"x22 GA FOR DUCT 24" DIA. AND LESS IN DIAMETER. 6. COORDINATE WITH STRUCTURAL ENGINEER FOR UPPER ATTACHMENTS.7. WHERE SEISMIC CABLE RESTRAINTS ARE REQUIRED,A. PROVIDE SEISMIC CABLE TRANSVERSE BRACING AT 30 FT ANDB. SEISMIC CABLE LONGITUDINAL BRACING AT 60 FT.C. SEISMIC CABLE RESTRAINTS ARE NOT REQUIRED AT EVERY HANGER LOCATION. SCALE: NONE RECTANGULAR DUCT SUPPORT SCALE: NONE ROUND DUCT SUPPORT 4. SEISMIC RESTRAINT CABLES MAY BE OMITTED WHERE DUCT IS SUPPORTED WITHIN 12" OFSTRUCTURE AS MEASURED FROM THE TOP OF DUCT TO THE BOTTOM OF STRUCTURE.5. VERTICAL HANGERS, DIAGONAL AND HORIZONTAL BRACES TO BE SIZED IN ACCORDANCE WITHSMACNA SEISMIC RESTRAINT MANUAL. 2. IF A FLEXIBLE CONNECTION IS INSTALLED BETWEEN THE MECHANICAL EQUIPMENT ANDTHE DUCT, THEN THIS DETAIL MAY BE USED. OTHERWISE, USE DETAIL B BELOW. C. DUCT OF ANY SIZE IS SUPPORTED WITHIN 12" OF STRUCTURE AS MEASURED FROM THE TOPOF DUCT TO THE BOTTOM OF STRUCTURE. 5. VERTICAL HANGERS, DIAGONAL AND HORIZONTAL BRACES TO BE SIZED IN ACCORDANCE WITHSMACNA SEISMIC RESTRAINT MANUAL TABLE 5-1 AND 5-2. 7. INSTALL ROD STIFFENER AS REQUIRED. REFER TO STRUCTURAL DESIGN FOR ADDITIONALATTACHMENT REQUIREMENTS. REFER TO HILTI ICC#ESR-1917 PRE-APPROVAL. DUCT HANGERSAND SUPPORTS SHALL COMPLY WITH PRE-APPROVED B-LINE "SEISMIC RESTRAINT SYSTEM" SCALE: N.T.S. ROUND DUCT WITH VOLUME DAMPER. (IF MAIN DUCT IS ROUND) L=1/4 W; 4"MINTAPERED CONNECTION 45° ANGLE MAIN DUCT RECTANGULAR BRANCH DUCT VD 12" (TYP) SUPPLY AIR DIFFUSER DOUBLE DEFLECTIONADJUSTABLE AIRFOIL BLADES GRILLE (TYPICAL) SELECTED TO MEET SPACE NC REQUIREMENTS AIRFLOW DAMPER SCOOP FLEXIBLE DUCT DIFFUSER DUCT W/45 DEG.RECTANGULAR OPPOSED BLADE NOTE: RECT/ROUNDTRANSITION MVD INSULATED FLEX. DIFFUSER SPIN-IN FITTING SQUARE ADAPTORROUND DUCT TO DRAW BAND DUCT AIR FLOW MVD LOW VELOCITY SUPPLYAIR DUCT (SEE PLANVIEW) OPPOSED BLADEDAMPER DRAW BAND (SIMILAR FOR TRUNK DUCT BOTTOM CONNECTION WHEN AIR FLOW CEILING SPACE ALLOWS) BAND OF SAME SIZEAS HANGER STRAP DIA. MAX.36" (914 MM) HANGER CONSTRUCTION STANDARDS HANGERS SHALL BE LOCATED ATDUCT JOINTS OR AS CLOSE AS POSSIBLE AS PER SMACNA DUCT SHEET METALSADDLE MINIMUM5'-0" ON CENTER NOTE: DUCT FIBROUS ROUNDAND FLEXIBLE6" MIN. HANGER SUPPORTFROM EXISTING STRUCTURE Length Limitation· FACTORY-MADE FLEXIBLE AIR DUCTS AND CONNECTORS SHALL BE NOT MORE THAN 5 FEET IN LENGTH AND SHALLNOT BE USED IN LIEU OF RIGID ELBOWS OR FITTINGS. FLEXIBLE AIR DUCTS SHALL BE PERMITTED TO BE USED AS AN ELBOW AT A TERMINAL DEVICE. SCALE: N.T.S. FLEXIBLE DUCT CONNECTION DETAIL. SCALE: N.T.S. FLEXIBLE DUCT CONNECTION DETAIL. SCALE: N.T.S. ROUND DUCT SUPPORT DETAIL. AND NUT. AND NUT. Length Limitation·FACTORY-MADE FLEXIBLE AIR DUCTS AND CONNECTORS SHALL BE NOT MORE THAN 5 FEET IN LENGTH AND SHALL NOT BE USED IN LIEU OF RIGID ELBOWS OR FITTINGS. FLEXIBLE AIR DUCTS SHALL BE PERMITTED TO BE USED AS AN ELBOW AT A TERMINAL DEVICE. Length Limitation·FACTORY-MADE FLEXIBLE AIR DUCTS AND CONNECTORS SHALL BE NOT MORE THAN 5 FEET IN LENGTH AND SHALL NOT BE USED IN LIEU OF RIGID ELBOWS OR FITTINGS. FLEXIBLE AIR DUCTS SHALL BE PERMITTED TO BE USED AS AN ELBOW AT A TERMINAL DEVICE. NOTES: DIMENSIONS A, B, AND C AS INDICATED ON THE DRAWINGS.1. 1. PROVIDE INSULATED FLEXIBLE DUCT UNLESS OTHERWISE NOTED.2. ROUTE TO DIFFUSER, REGISTER, GRILLE, OR HEPA/ULPA FILTER WITH MINIMUM BENDS AND DISTANCE. TAP MUST BE AMINIMUM OF 2 INCHES SMALLER THAN MAIN DUCT. SIDE TAP SHOWN, BOTTOM TAP SIMILAR.3. 3. EXTEND SHEET METAL DUCT TO LIMIT FLEXIBLE DUCT LENGTH TO 5 FEET OR LESS, AS INDICATED.4. 4. USE CONICAL TEE FITTING WHENEVER POSSIBLE OR UNLESS OTHERWISE INDICATED. Job No. Owner Approval Scale DELTA ISSUE DATEDESCRIPTION © P&G Engineering Design Group2024 Engineering Design Group Corp. 1431 Greenway Drive Embassy, Irving, TX 75038 Office. 786.747.5018|Cell. 786. 863.7091 www.PGEngineeringDesignGroupCorp.com Luis O. Perez PE 40294 Signed 01.25.2024 ® REGISTE RE D P R O F ESSIONAL EN G I N E E R STATE OF CA L I F O R NIA LUI S O . PERE Z No. ME40294Exp.March.31,2025 M ECHA N I C AL WEST ARCADIA, CAFCID 9767 1234 S BALDWIN AVENUEARCADIA, CA 91007-7510 1 ISSUED FOR PERMIT 01.25.2024 MECHANICAL DETAILS M04.01 N.T.S. TURNING VANES WITH SHEET METAL SCREW FASTENERS W2 W1 NOTES: ALL VANED ELBOWS SHALL BE CONSTRUCTED AND INSTALLED AS DETAILED BY SMACNA. 1 1 3. 4. 2. 1. WHEN W DOES NOT EQUAL W VANE SHALL BE SINGLE VANE TYPE REGARDLESS OF W DIMENSION. VANE TYPE REGARDLESS OF W DIMENSION. ALL SINGLE VANES SHALL HAVE A 2" RADIUS, 1 1/2" MAXIMUM SPACE BETWEEN VANES AND A 1 1/2" MAXIMUM SPACE BETWEEN VANES AND A 3/4" TRAILING EDGE. WHEN W EQUALS W AND W IS GREATER THAN 20" VANES SHALL BE DOUBLE VANE TYPE. 2 2 2 INSULATION STAND OFF BRACKET FOR ALL INSULATED DUCTS. VOLUME CONTROL DAMPER WITH LOCKING NUT. PROVIDE OVER 12" HIGH USE MULTIPLE BLADES. NOTE: EXHAUST AND RETURN TAKE OFF IS SIMILAR. L=0.25xW(4" MIN.). 45° 3 1 2 2 1 3 VOLUME DAMPER AT TAP 3. INSULATION SHEET METAL DUCT SHEET METAL ELBOW FLEXIBLE DUCT.SEE SPEC'S. 3 DIAMETERS SEENOTE 2 SHEET METAL SCREWS SUPPLY AIR DIFFUSER. T-BAR CEILING 2. NOTES: 1. SEE NOTE 1 AIR FLOW FL O W AI R LOCKING QUADRANT DAMPER REQ'D AT EACH RUN-OUT TAP TO EVERY TERMINAL SUPPLY AIR DEVICE, AND OTHERWISE AS INDICATED. PLAN OR SIDE VIEW PLAN OR SIDE VIEW AIR FLOW 20° 15° 30°20° 30° NOTES: UNLESS OTHERWISEINDICATED ON PLANS, MAXIMUM ANGLES SHOWN SHALL APPLY. SUPPORTS METAL STRAP 1-1/2" MINIMUM SUPPLY AIR DUCT 1/3" W, 6" MIN. BRANCH DUCTDAMPER SU P P L Y A I R F L O W SUPPLY AIR FLOW W RE T U R N A I R F L O W RETURN AIR FLOW 3" MAX 3" MAX DUCT 6' MAX 12 GA HANGER WIRE OR 1-1/2"WIDE 22 GA. STRAP FROM STRUCTURE. 24 GA. 3" CHANNEL USE PLENUM COLLARS TO ATTACH FLEXIBLE DUCT . USE SHEET METAL SCREWS AND (2) WRAPS OF DUCT TAPE TO SECURE PLENUM COLLARS. ALTERNATE METHOD: BANDING DEVICE OR PANDUIT STRAP, IN LIEU OF SHEET METAL SCREWS. IF A MINIMUM OF 3 DIAMETERS OF STRAIGHT RUN IS NOT AVAILABLE ABOVE THE REGISTER USE HARD DUCT SHORT RADIUS CONNECTION WITH FLEX DUCT IN THEHORIZONTAL AS REQD (NOT TO EXCEED 5 FEET). ALL FLEX DUCT SHALL BE INSTALLED WITHOUT KINKS, SAGGING, OR SHORT-RADIUS BENDS. SCALE: N.T.S. RIGID DUCT SUPPORT DETAIL. SCALE: N.T.S. ELBOW DETAIL. SCALE: N.T.S. DUCT TAKE-OFF DETAIL. SCALE: N.T.S. TYPICAL FLEX CONNECTION DETAIL. SCALE: N.T.S. SPIN-IN TAP DETAIL. TRANSITION DETAILS. SCALE: N.T.S. SCALE: N.T.S. DUCT WITH SPLITTER DAMPER AT SINGLE BRANCH DETAIL. SCALE: N.T.S. RIGID DUCT SUPPORT DETAIL. FLOW AIR FOR DUCTS 36" TO 95" INLET TUBE EXHAUST TUBE RUBBER PLUG GREATER THAN 3'-0" WIDE. PROVIDE GROMMET AT HOUSING SENSOR ELECTRONICS DOOR ACCESS DUCT PENETRATION. HOUSING FOR DUCTS 8" TO 35" EXHAUST TUBE RUBBER PLUG INLET TUBE AIR FLOW >12" FOR DUCTS LESS THAN 24"CUT TO 1/2 DUCT WIDTH SENSOR ELECTRONICS HOLE IN INLET TUBE SHALL FACE AIR STREAM. MOUNT HOUSING IN VERTICAL OR HORIZONTAL PLANE (WITH RESPECT TO ELEVATION). ANGULAR MOUNTING NOT TUBES SHALL RUN PERMITTED. PARALLEL TO FLOOR. NOTES: DUCT ACCESSDOOR 1. 2. 3. 4. SCALE: N.T.S. DUCT SMOKE DETECTOR DETAIL. Job No. Owner Approval Scale DELTA ISSUE DATEDESCRIPTION © P&G Engineering Design Group2024 Engineering Design Group Corp. 1431 Greenway Drive Embassy, Irving, TX 75038 Office. 786.747.5018|Cell. 786. 863.7091 www.PGEngineeringDesignGroupCorp.com Luis O. Perez PE 40294 Signed 01.25.2024 ® REGISTE RE D P R O F ESSIONAL EN G I N E E R STATE OF CA L I F O R NIA LUI S O . PERE Z No. ME40294Exp.March.31,2025 M ECHA N I C AL WEST ARCADIA, CAFCID 9767 1234 S BALDWIN AVENUEARCADIA, CA 91007-7510 1 ISSUED FOR PERMIT 01.25.2024 MECHANICAL DETAILS M04.02 N.T.S. Job No. Owner Approval Scale DELTA ISSUE DATEDESCRIPTION © P&G Engineering Design Group2024 Engineering Design Group Corp. 1431 Greenway Drive Embassy, Irving, TX 75038 Office. 786.747.5018|Cell. 786. 863.7091 www.PGEngineeringDesignGroupCorp.com Luis O. Perez PE 40294 Signed 01.25.2024 ® REGISTE RE D P R O F ESSIONAL EN G I N E E R STATE OF CA L I F O R NIA LUI S O . PERE Z No. ME40294Exp.March.31,2025 M ECHA N I C AL WEST ARCADIA, CAFCID 9767 1234 S BALDWIN AVENUEARCADIA, CA 91007-7510 1 ISSUED FOR PERMIT 01.25.2024 ENERGY COMPLIANCE FORMS M05.00 N.T.S. PLUMBING FIXTURE SCHEDULE WORK COMPLIANCE S(C) PLUMBING FIXTURE ROUGHING SCHEDULE FE FE FE UP UP CB OFFICE 8 113 CB OFFICE 7 112 CB OFFICE 6 111 CB OFFICE 5 110 ME OFFICE 4 109 ME OFFICE 3 108 SBNB OFFICE 2 107 SBNB OFFICE 1 106 WELLNESS 103 STORAGE 104 STAIRS 105 STORAGE 132 JANITOR ROOM 131 SD VAULT 129 STORAGE 130 CPN 128 SD LOBBY 127 STORAGE 124 STAIRS 125 HALL 122 123 121 CB OFFICE 10 120 119 118 UCC 117 CSR 115 WORK ROOM 116 BREAK ROOM 126 CENTRAL ZONE 100 CENTRAL ZONE 100 HALL 114 HALL 102 S B A L D W I N A V E MFUENTRY 50%EMERGENCYEXIT 50% ATM ROOM 101 CB OFFICE 11 CB OFFICE 12 GENDER NEUTRAL RESTROOM CLNB OFFICE 9 STORAGE 133 PROPOSED SCOPE OF WORK 123 GENDER NEUTRAL RESTROOM 123 GENDER NEUTRAL RESTROOM DRAWING INDEX PROJECT INFORMATION SCOPE OF WORK SANITARY RISERDOMESTIC WATER RISER SANITARY RISERDOMESTIC WATER RISER PLUMBING GENERAL NOTES PROJECT NOTES DEMOLITION / CONTRUCTION NOTES PLUMBING PIPE MATERIALS SCHEDULE Job No. Owner Approval Scale DELTA ISSUE DATEDESCRIPTION © P&G Engineering Design Group2024 Engineering Design Group Corp. 1431 GUHHQZD\ DULYH EPEDVV\ IUYLQJ T; 75038 OIILFH 7867475018_CHOO 786 8637091 www.PGEngineeringDesignGroupCorp.com LXLV O PHUH] PE 40294 SLJQHG 01252024 ® REGISTE RE D P R O F ESSIONAL EN G I N E E R STATE OF CA L I F O R NIA LUI S O . PERE Z No. ME40294Exp.March.31,2025 M ECHA N I C AL WEST ARCADIA, CAFCID 9767 1234 S BALDWIN AVENUEARCADIA, CA 91007-7510 1 ISSUED FOR PERMIT 01.25.2024 PROPOSED PLUMBING PLAN LEGEND AND SCHEDULE P0001 NTS