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HomeMy WebLinkAbout1234 S Baldwin Ave - 2024 -Project Manager Johnathan Mcdiffett johnathan.mcdiffett@cushwake.com Tel: 1 714.292.2132 Cushman & Wakefield 4675 MacArthur Court Suite 100 Newport Beach, CA 92660 United States Cindy Taylor Tel 949.863.9434 Email cindy_taylor@gensler.com Structural Engineer 23 Corporate Plaza Dr., Suite 150 Newport Beach, CA 92660 United States Touraj (TJ) Eimani Tel 949.629.2529 Email teimani@nic-eng.com NIC Structural Engineering Consultants GENSLER PROJECT NUMBER: MANH. ID: WEST ARCADIA 03/05/2024 PLAN CHECK COMMENTS 1234 S Baldwin Ave, Arcadia, CA 91007 007.2024.148 CA9-107 BofA - Extr Reno West Arcadia 2nd Sub 03/05/24 NOTE: PROJECT SUMMARY Code Enforcement Jurisdiction:City County State Property Owned by: City/ County Private State Owner/ Authorized Agent:Johnathan McDiffettEmail:Johnathan.Mcdiffett@cushwake.com Phone:714.292.2132 ARCADIA ACCESSOR PARCEL: PROPERTY TYPE: ZONE: BUILDING HEIGHT (STORIES): GROSS BUILDING AREA: PROJECT AREA: Construction Type: (2022 CBC Table 601) Sprinklers: (Chapter 9)No Yes I-A NFPA 13 II-A III-A NFPA 13R IV III-BI-B II-B V-A V-B Partial NFPA 13D BASIC BUILDING DATA SUMMARY CA THE PROJECT IS A EXTERIOR FACADE RENOVATIONS OF AN EXISTING BANK OF AMERICA BUILDING: THE SCOPE INCLUDES REMOVE EXISTING TILE FINISH AND REPLACE WITH METAL WALL PANELS; RE- PAINT EXISTING STUCCO, WINDOW MULLION, METAL PANELS, TRASH ENCLOSURE, AND RAILING; CLEAN AND REPAIR EXISTING SIDEWALK; REPLACE EXISTING BOLLARD COVERS AND PROVIDE NEW BOLLARDS; AND UPGRADE LANDSCAPE. NO CHANGE IN THE FOOTPRINT OF BUILDING. ALL RESTROOM PLUMBING FIXTURES ARE TO REMAIN. NO SCOPE OF WORK. 5784-003-040 BUSINESS BANK C-G (GENERAL COMMERCIAL) 1 STORIES + MEZZANINE 9,404 SF 500 SF OFFICE XXX XXX XXXX A 1 FV FVC FE FHC FEC XX AXX.XX XX AXX.XX SIMFL12.NW 1 FIRE ALARM PULL XX FIRE HOSE CABINET SMOKE PARTITION MILLWORK SCHEDULE TAG (IF USED) CONSTRUCTION ROOM NAME FLOOR LEVEL AND AREA OR PHASE DESCRIPTION OF SIMILAR OR OPPOSITE COLUMN GRID EXISTING CONSTRUCTION TO BE DEMOLISHED EXISTING CONSTRUCTION TO REMAIN NEW PARTITION ROOM NUMBER 1 HR. RATED PARTITION REFERENCE TO PARTITION TYPE KEY NOTE ALIGN WITH ESTABLISHED SURFACES REVISION TO ADDRESS BID PROCESS MILLWORK AREA TO BE DETAILED SHEET WHERE SHOWN DETAIL NUMBER SHEET WHERE SHOWN ELEVATION NUMBER ON SHEET DIRECTION OF ELEVATION FIRE EXTINGUISHER CABINET FIRE VALVE CABINET FIRE VALVE WITHOUT CABINET FIRE EXTINGUISHER WITHOUT CABINET NOT IN CONTRACT ALIGN XXXX XXXX XXXX XXXX XXXX FINISH WALL FINISH BASE FINISH EXTENT OF FINISH WALL FINISH SPECIAL FINISH FLOOR FINISH CHANGE IN FLOOR FINISH J P EM MS PP AV AVT V J CTV ELECTRO-MAGNETIC LOCK DOOR RELEASE MOTION SENSOR POWER POLE WALL MOUNTED SYSTEMS PANEL VOICE/DATA INFEED WALL MOUNTED SYSTEMS PANEL POWER INFEED WALL MOUNTED ELECTRICAL JUNCTION BOX WALL MOUNTED VOICE/DATA JUNCTION BOX WALL MOUNTED A/V RECEPTACLE WALL MOUNTED CABLE TV RECEPTACLE WALL MOUNTED A/V TROUGH WALL MOUNTED SEPARATE DUPLEX POWER AND COMMUNICATION WALL MOUNTED DUPLEX WALL MOUNTED DEDICATED FOURPLEX WALL MOUNTED DEDICATED DUPLEX WALL MOUNTED FOURPLEX WALL MOUNTED DATA RECEPTACLE WALL MOUNTED TELE/DATA RECEPTACLE WALL MOUNTED VOICE RECEPTACLE WALL MOUNTED HALF DEDICATED FOURPLEX DDC B B DC HO DR EH IC IA KS EL DR ES CR PIR SECURITY DEVICES DOOR BELL REMOTE DOOR RELEASE BUTTON INTRUSION ALARM DOUBLE DOOR MONITOR CONTACT INTERCOM BELL PUSH BUTTON KEY SWITCH DOOR HOLD OPEN DOOR MONITOR CONTACT DOOR RELEASE ELECTRIC LOCKSET ELECTRIC STRIKE ELECTRIC HINGE CARD READER PIR (REQUEST TO EXIT, PASSIVE INFRARED DETECTOR) CEILING MOUNTED X'-X" ST T SD D MOTION SENSOR DENOTES EXISTING, RELOCATED FIXTURE DENOTES EXISTING TO REMAINE R LINEAR DIFFUSER MATERIAL/DIMENSION OF CEILING ABOVE FINISH FLOOR CEILING HEIGHT CHANGE PROJECTION SCREEN SECURITY CAMERA SUPPLY AIR LIGHT SWITCH RETURN AIR DIMMER SWITCH THERMOSTAT ACCESS DOOR RECESSED WALL WASHER SURFACE MOUNTED LIGHT FIXTURE TRACK LIGHTING WALL SCONCE RECESSED DOWNLIGHT CEILING MOUNTED EXIT SIGN SMOKE DETECTOR SPEAKER EXHAUST FAN UNDER CABINET LIGHT FIXTURE STRIP LIGHT FIXTURE ACOUSTICAL CEILING AND GRID 2'X4' LIGHT FIXTURE EXISTING TO BE REMOVED MAIN RUNNER REFLECTED CEILING STROBE FIRE SPRINKLER CIRCULAR DIFFUSER ADJUSTABLE DOWNLIGHT PENDANT FIXTURE NON- FERROUS ALUMINUM CONCRETE CONCRETE MASONRY UNIT STONE WOOD (BLOCKING) WOOD (CONTINUOUS) WOOD (FINISH) PLYWOOD METAL GLASS (LARGE SCALE) INSULATION (LOOSE OR BATT) GYPSUM BOARD SECTION INDICATIONS CARPET ACOUSTICAL TILE FA XXXX CEILING FINISH WALL MOUNTED EXIT SIGN MS EQUIPMENTXX EQUIPMENTXX XXX DOOR TYPE STARTING POINT EXHAUST ###DOOR NUMBER ### ###HARDWARE DOOR TYPE XXXX CEILING FINISH XXXX CEILING HEIGHT XXX-X © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2023 NOT TO SCALE HIGH SCOPE RENOVATION SERIAL NUM./MANH. ID: NRSP VERSION: 2.0 BULLETIN: 4-2023 3/5/2024 2:38:43 PM BIM 360://007.2024.000 - BAC - Exterior Renovations/007.2024.148_CA9-107_West Arcadia.rvt A00.00 DRAWING INDEX, LIFE SAFETY AND PROJECT INFORMATION 007.2024.148 WEST ARCADIA 1234 S Baldwin Ave, Arcadia, CA 91007 CA9-107 ARCHITECTURAL R RDR READER RECES RECESS(ED) RECPT RECEPTACLE REF REFER(ENCE) REFL REFLECTED REFR REFRIGERATOR REQD REQUIRED RESIS RESIST(ANT)(IVE) RFG ROOFING RM ROOM RO ROUGH OPENING S SCR SCRIBE SECUR SECURITY SF SQUARE FEET SGL SINGLE SHORG SHORING SIM SIMILAR SST STAINLESS STEEL STD STANDARD STL STEEL STRFR STOREFRONT STRUCT STRUCTURAL SURF SURFACE SUSP SUSPENDED SYS SYSTEM(S) T T&G TONGUE AND GROOVE TG TEMPERED GLASS THK THICK TLT TOILET TRAF TRAFFIC TRANS TRANSPARENT TRTD TREATED TYP TYPICAL U UNDRLAY UNDERLAYMENT UON UNLESS OTHERWISE NOTED UTIL UTILITY V VEH VEHICLE VERT VERTICLE VIF VERIFY IN FIELD W W/ WITH W/O WITHOUT WC WATER CLOSET WD WOOD WDW WINDOW WT WEIGHT WTRPRF WATERPROOFING J JAN JANITOR K KIT KITCHEN L LAV LAVATORY LB POUND LOUVER LOUVER LT LIGHT LVLG LEVELING M M.E. MATCH EXISTING MAX MAXIMUM MECH MECHANICAL MEMB MEMBRANE MET METAL MEZZ MEZZANINE MFD MANUFACTURED MFR MANUFACTURER MIN MINIMUM MISC MISCELLANEOUS MLWK MILLWORK MOIST MOISTURE MOT MOTOR(IZED) MTD MOUNTED N NIC NOT IN CONTRACT NO NUMBER NTS NOT TO SCALE O OH OPPOSITE HAND OPNG OPENING(S) OPP OPPOSITE OPR OPERABLE ORNA ORNAMENTAL OS OCCUPANCY SENSOR OVFL OVERFLOW OVHD OVERHEAD P PBD PARTICLE BOARD PEDTR PEDESTRIAN PLAM PLASTIC LAMINATE PLAS PLASTER PLSTC PLASTIC PLYWD PLYWOOD PNL PANEL POLYST POLYSTYRENE PORT PORTABLE PREFAB PREFABRICATED PREFIN PREFINISHED PRTECN PROTECTION PTN PARTITION ENGR ENGINEER(ED) ENTR ENTRANCE EQ EQUAL EQUIP EQUIPMENT EX EXISTING EXP JT EXPANSION JOINT EXPS EXPOSE(D) EXT EXTERIOR F FAB FABRICATION FD FLOOR DRAIN FE FIRE EXTINGUISHER FE&C FIRE EXTINGUISHER AND CABINET FHC FIRE HOSE CABINET FIN FINISH FLDG FOLDING FLR FLOOR(ING) FPLC FIREPLACE FR FIRE RAT(ING)(ED) FRMG FRAMING FURN FURNITURE FWC FABRIC WALL COVERING FXD FIXED FXTR FIXTURE G GA GAUGE GFCI GROUND FAULT CIRCUIT INTERRUPTER GFRC GLASS FIBER REINFORCED CONCRETE GFRG GLASS FIBER REINFORCED GYPSUM GFRP GLASS FIBER REINFORCED PLASTER GL GLASS GR GRAD(E)(ING) GYP GYPSUM H HD HEAD HDWD HARDWOOD HDWE HARDWARE HM HOLLOW METAL HORIZ HORIZONTAL HVAC HEATING, VENTILATING, AND AIR CONDITIONING I INFILTR INFILTRATION INFO INFORMATION INSTRUM INSTRUMENT(ATION) INSUL INSULATION INT INTERIOR INTLK INTERLOCK(ING) A ACCES ACCESSORY ACOUS ACOUSTIC(AL) AFF ABOVE FINISHED FLOOR AL ALUMINUM ALT ALTERNATE ANNUNC ANNUNCIATOR ANOD ANODIZED APPL APPLIANCE AUTO AUTOMATIC AVG AVERAGE B BD BOARD BLDG BUILDING BLKG BLOCKING BOLLD BOLLARD BRDLM BROADLOOM BU BUILT UP C CAB CABINET CEM CEMENT(ITIOUS) CER CERAMIC CLG CEILING CMU CONCRETE MASONRY UNIT COATG COATING COILG COILING CONC CONCRETE CONSTR CONSTRUCTION CONT CONTINUOUS(ATION) CONTR CONTRACT(OR) COV COVER CPT CARPET D DBL DOUBLE DEPT DEPARTMENT DES DESIGN(ED) DET DETAIL DF DRINKING FOUNTAIN DIA DIAMETER DIFF DIFFUSER DIM DIMENSION DISP DISPENSER DIV DIVISION DN DOWN DR DOOR DSCON DISCONNECT DWR DRAWER E ELAST ELASTOMERIC ELEC ELECTRICAL EMBED EMBEDD(ED)(ING) ABBREVIATIONS SHEET NUMBER SHEET NAME Ref. North Ref. North VICINITY MAP LOCATION MAP 1234 S Baldwin Ave, Arcadia, CA 91007 1234 S Baldwin Ave, Arcadia, CA 91007 Project Name : Project Address: Proposed Use/ Occupancy : CODE AND LIFE SAFETY DATA PROJECT INFORMATION WEST ARCADIA 1234 S Baldwin Ave, Arcadia, CA 91007 NO CHANGE: EXISTING AND PROPOSED USE IS THE SAME BUSINESS (B)(CBC 2022 SECTION 304) CALIFORNIA BUILDING CODE 2022 CALIFORNIA ELECTRICAL CODE 2022 ALL APPLICABLE CITY OF ARCADIA, LOCAL AND STATE LAWS AND REGULATIONS APPLICABLE CODES - - - - COVER SHEET A00.00 DRAWING INDEX, LIFE SAFETY AND PROJECT INFORMATION A00.11 ACCESSIBILITY REQUIREMENTS & DETAILS A00.20 SPECIFICATIONS - EXTERIOR PAINTING A00.21 SPECIFICATIONS - EXTERIOR PAINTING A00.50 SITE PLAN A02.01 CONSTRUCTION PLAN A09.00 EXTERIOR ELEVATIONS A09.01 EXTERIOR ELEVATIONS A12.41 METAL CLADDING DETAILS GRAPHIC SYMBOLS 1. THE AMERICAN WITH DISABILITIES ACT (A.D.A) PROVIDES THAT ALL ALTERATIONS TO A FACILITY MUST BE MADE IN SUCH A MANNER THAT, TO THE MAXIMUM EXTENT FEASIBLE, THE ALTERED PORTIONS OF THE FACILITY ARE READILY ACCESSIBLE TO INDIVIDUALS WITH DISABILITIES. BANK OF AMERICA AND THE GENERAL CONTRACTOR ACKNOWLEDGE THAT 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. REQUIREMENTS AND OTHER FEDERAL, STATE AND LOCAL LAWS, RULES, CODE ORDINANCES AND REGULATIONS AS THEY APPLY TO THE PROJECT. THE ARCHITECT, HOWEVER, CANNOT AND DOES NOT WARRANT OR GUARANTEE THAT BANK OF AMERICA WILL COMPLY WITH ALL INTERPRETATIONS OF THE A.D.A. REQUIREMENTS AND/ OR THE REQUIREMENTS OF OTHER FEDERAL, 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 FOR CUSTOMER ACCESS TO GOODS AND SERVICES. NOTE THAT SOME AREAS OF ACCESS HAVE NOT BEEN MODIFIED TO MEET A.D.A. REQUIREMENTS. ALL OTHER AREAS OF A.D.A. UPGRADE THAT MAY BE REQUIRED AT THIS TIME ARE NOT IN THIS CONTRACT AND ARE NOT INDICATED ON THESE DOCUMENTS. SEE BANK OF AMERICA FOR ADDITIONAL INFORMATION 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 BE CONNECTED 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 NOT EXCEEDING 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 BE OPERABLE WITH A SINGLE EFFORT BY LEVER. TYPE HARDWARE, PANIC BARS, PUSH-PULL ACTIVATING BARS, OR OTHER HARDWARE SHALL BE DESIGNED TO PROVIDE PASSAGE WITHOUT REQUIRING THE ABILITY TO GRASP THE OPENING HARDWARE. 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 5 POUNDS FOR INTERIOR DOORS, MEASURED AT RIGHT ANGLES TO HINGED DOORS AND AT CENTER PLANE OF SLIDING OR FOLDING DOORS. CORRESPONDING DEVICES OR AUTOMATIC DOOR OPERATORS MAY BE UTILIZED TO MEET THE ABOVE STANDARDS. MAXIMUM EFFORT TO OPERATE REQUIRED FIRE DOORS MAY BE INCREASED BUT SHOULD NOT EXCEED 15 POUNDS. 10. THE BOTTOM 10" OF ALL DOORS (EXCEPT SLIDING) SHALL HAVE A SMOOTH UNINTERRUPTED SURFACE TO ALLOW THE DOOR TO BE OPENED BY A WHEELCHAIR FOOTREST WITHOUT CREATING A TRAP OR HAZARDOUS CONDITION. 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 THE CLEAR 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, UNOBSTRUCTED OPENING 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 ADDITIONAL DIRECTIONAL 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 LEVEL AND CLEAR AREA SHALL BE AT LEAST 60" LONG IN THE DIRECTION OF THE DOOR SWING AND 48" CLEAR IN THE DIRECTION OPPOSITE THE DOOR SWING MEASURED IN RIGHT ANGLES TO THE PLANE OF THE DOOR IN ITS CLOSED POSITION. 15. FLOORS AND LANDINGS SHALL NOT BE MORE THAN 1/2" LOWER THAN THE THRESHOLD OF THE DOORWAY. CHANGE IN LEVEL 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 STAIR WITH 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 RESISTANT AS THE OTHER TREADS OF THE STAIR. 17. ELECTRICAL RECEPTACLE OUTLETS ON BRANCH CIRCUITS OF 30 AMPERES OR LESS AND COMMUNICATION SYSTEM RECEPTACLES SHALL BE MOUNTED 15" MIN. A.F.F. TO THE BOTTOM OF THE BOX AND 48" MAX. A.F.F. TO THE TOP OF THE BOX. ACCESSIBILITY NOTES HAZARDOUS MATERIALS NOTE IN THE EVENT OF ASBESTOS OR OTHER TOXIC SUBSTANCE EXPOSURE OR THE SUBSTANTIAL RISK THEREOF, CLIENT WILL HAVE THE DUTY TO INFORM ARCHITECT OF SUCH RISKS KNOWN OR REASONABLY KNOWABLE TO CLIENT. IF ASBESTOS OR ANY OTHER TOXIC SUBSTANCE, OR RISKS TO EXPOSURE THEREOF IS DISCOVERED BY ARCHITECT DURING WORK ON THE PROJECT, ARCHITECT SHALL, IN ITS SOLE DISCRETION, HAVE THE RIGHT TO SUSPEND WORK ON THE PROJECT. CLIENT SHALL HAVE THE DUTY PROMPTLY TO RETAIN A QUALIFIED EXPERT SAFELY TO RENDER OR SUPERVISE THE REMOVAL OF SUCH ASBESTOS OR OTHER TOXIC SUBSTANCE. CLIENT SHALL INDEMNIFY AND HOLD ARCHITECT, ITS AFFILIATES AND SUB-CONTRACTORS, AND THEIR OFFICERS, AGENTS AND EMPLOYEES HARMLESS FROM ANY AND ALL LIABILITY ON PART OF OR DAMAGE TO SUCH ENTITIES OR PERSONS, INCLUDING THE COST OF LEGAL FEES AND EXPENSES, AS SUCH FEES AND EXPENSES ARE INCURRED, WHICH MAY RESULT FROM ASBESTOS OR OTHER TOXIC SUBSTANCE EXPOSURE ON THE PROJECT. 1. ALL WORK SHALL CONFORM TO THE AMERICAN WITH DISABILITIES ACT (A.D.A.) OR CALIFORNIA 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. PROVIDE SHOP DRAWINGS WHERE INDICATED AND FOR ALL METAL FABRICATION OR WHERE NOTED ON THE CONSTRUCTION DOCUMENTS. THE CONTRACTOR SHALL SUBMIT FIVE (5) SETS TO THE ARCHITECT WITH AMPLE TIME TO REVIEW. REQUIRED CORRECTIONS WILL BE NOTED AND A COPY WILL BE RETURNED TO THE CONTRACTOR. THE CONTRACTOR SHALL REVISE THE DRAWINGS AND RESUBMIT FOR FINAL APPROVAL PRIOR TO FABRICATION. 10. CONTRACTOR TO SUBMIT SAMPLES OF ALL FINISH MATERIALS TO THE ARCHITECT FOR APPROVAL PRIOR TO INSTALLATION. 11. CONTRACTOR SHALL MAINTAIN A COMPLETE SET OF AS-BUILT DRAWINGS NOTING DEVIATIONS BETWEEN THE DRAWINGS, THE ACTUAL FIELD CONDITIONS AND THE NEW CONSTRUCTION OF ALL TRADES. AS-BUILT DRAWINGS SHALL BE DELIVERED TO BANK OF AMERICA AT THE END OF THE PROJECT. GENERAL CONTRACTOR SHALL PROVIDE ALL SUBCONTRACTORS WITH THE MOST CURRENT CONSTRUCTION DOCUMENTS THROUGHOUT THE PROJECT INCLUDING ALL REVISIONS. 12. 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. 13. 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. 14. CONTRACTOR TO VERIFY EXISTING STRUCTURAL CONDITIONS AND REQUIREMENTS OF NEW CONSTRUCTION PRIOR TO START OF WORK. CONTRACTOR SHALL FURNISH ADEQUATE SHORING, BRACING, ETC. AS REQUIRED TO SAFETLY EXECUTE ALL WORK AND SHALL BE RESPONSIBLE FOR THE SAME, UNLESS SPECIFICALLY DETAILED IN THE DRAWINGS. CONTRACTOR SHALL PROVIDE BLOCKING, BACKING, FRAMING, HANGERS, OR OTHER SUPPORTS 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 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. 16. 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. 17. THE LOCATION AND ELEVATIONS OF ALL WORK TO BE CONSTRUCTED IS 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. 18. 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. 19. 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. 20. PERTAINING TO EQUIPMENT: GENERAL CONTRACTOR IS RESPONSIBLE FOR THE REMOVAL AND RELOCATION OF ANY EXISTING EQUIPMENT OR CONSTRUCTION AS NECESSARY FOR A COMPLETE INSTALLATION. 21. ACCESS PANELS SHALL BE PROVIDED FOR ALL EQUIPMENT SWITCHES, VALVES AND OTHER CONTROL DEVICES THAT ARE CONCEALED. EXACT LOCATIONS TO BE APPROVED BY ARCHITECT PRIOR TO INSTALLATION. 22. 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. 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 TO PURCHASE, FABRICATION OR INSTALLATION. 25. 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. 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 OR CEILINGS. 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 NOT MORE 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 THE BUILDING DUE TO INSTALLATION IN UNCONCEALED SPACES SHALL HAVE A FLAME SPREAD INDEX OF NOT MORE THAN 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 FLAME SPREAD INDEX OF NOT MORE THAN 25 AND A SMOKE DEVELOPED INDEX OF NOT MORE THAN 50 AS DETERMINED IN ACCORDANCE WITH ASTM E 84. GENERAL NOTES STRUCTURAL SHEET NUMBER SHEET NAME 12/29/2023 90% CONSTRUCTION DRAWING SET 01/24/2024 PERMIT SET 1 03/05/2024 PLAN CHECK COMMENTS SN1 GENERAL NOTES S1 NEW PANEL DETAILS S2 NEW PANEL DETAILS A00.20 EGRESS PLAN - FIRST FLOOR (FOR REFERENCE ONLY) A00.21 EGRESS PLAN - SECOND FLOOR (FOR REFERENCE ONLY) A06.01 FURNITURE PLAN - FIRST FLOOR (FOR REFERENCE ONLY) A08.01 ENLARGED RESTROOM PLANS & INTERIOR ELEVATIONS (FOR REFERENCE ONLY) 1 1 ACCESSIBLE PATHWAY ACCESSIBLE PATHWAY AB UNAUTHORIZED VEHICLES NOTDISPLAYING DISTINGUISHINGPLACARDS OR LICENSE PLATES ISSUED FORDISABLED PERSONS WILL BE TOWED AWAY ATOWNER'S EXPENSE. TOWED VEHICLES MAYBE CLAIMED BY TELEPHONING: (XXX)XXX-XXXX ENTRY SIGN READS: UNAUTHORIZED VEHICLES NOT DISPLAYING DISTINGUISHING PLACARDS OR LICENSE PLATES ISSUED FOR DISABLED PERSONS WILL BE TOWED AWAY AT OWNER'S EXPENSE. TOWED VEHICLES MAY BE CLAIMED BY TELEPHONING: (XXX) XXX-XXXX ALL LETTERING IS 1" HIGH AND IS WHITE ON A BLUE BACKGROUND. G.C. TO VERIFY PHONE NUMBER WITH LOCAL AUTHORITY. PERFORATED METAL HAT CHANNEL POST, PAINTED WHITE. FINISH GRADE/PAVEMENT. CONCRETE FOOTING. BLUE BACKGROUND EQUAL TO COLOR NO. 15090 IN FEDERAL STANDARD 595B. TYP. WHITE SYMBOL (TYP.) VAN ACCESSIBLE PERFORATED METAL HAT CHANNEL POST, PAINTED WHITE. TYP. 12" DIA. BY 2'-0" DEEP CONC. FTG. TYP. D (INTERNATIONAL SYMBOL DECAL AT ENTRY DOORS) C (POST MOUNTED) B (POST MOUNTED) A (INTERNATIONAL SYMBOL) INTERNATIONAL SYMBOL OF ACCESSIBILITY SIGNAGE. NO LESS THAN 70 SQ. INCHES. WHITE SYMBOL 36" 36 " OF S I G N ( T Y P . ) 80 " C L E A R T O B O T T O M 9" 9" 60 " 18" 24 " 80 " 12" 24 " 6" 14 " 4" 17" 22 " 17" 22 " BOFA (BAC) BOLLARD WITH COVER EXISTING 12" HIGH PAINTED W/ LETTERS STATING "NO PARKING" ACROSS HANDICAP PARKING ACCESS AISLE EXISTING SURFACE PAINTED SYMBOL - SEE DETAIL 09A FOR REF. EXISTING LOADING/UNLOADING ACCESS AISLE - 4" STRIPE PANTED BLUE EXISTING PARKING STONE EXISTING ACCESSIBLE PARKING SIGN TO REMAIN. PROVIDE ADDITIONAL SIGNAGE OR LANGUAGE - "MINIMUM FINE $250" - REF: 09 B/C 5'-0" MIN. AT TYP. ACCESSIBLE PARKING STALL 8'-0" MIN. AT VAN ACCESSIBLE PARKING STALL NO PARKING 8'-0" STRIPED LOADING ZONE PER 9' - 0" EXISTING W/ 5' - 0" 9' - 0" 18 ' - 0 " 4' - 0 " 11B-502.2 EXCEPTION FINISH FLOOR FINISH FLOOR2 1 1:2 SLOPE MAX 1/ 4 " M A X . 1/ 4 " M A X 1/ 4 " M A X 1/ 2 " M A X SLOPESLOPE 1: 1 2 M A X . 48" MIN. FLARED SIDES 1:10 MAX. SLOPE A CURB RAMP SHALL HAVE A DETECTABLE WARNING. THE DETECTABLE WARNING SHALL EXTEND THE FULL WIDTH AND DEPTH OF THE CURB RAMP OR 24" MIN. WHICH EVER IS GREATER PLAN AT CURB RAMP SECTION AT CURB RAMP ADJOINING SURFACE MAX. SLOPE CURB RAMP SLOPE20 1 LA N D I N G 48 " M I N . TRUNCATED DOMES NOTE: TRUNCATED DOMES TO BE FEDERAL YELLOW COLOR. GC TO SUBMIT COLOR/SAMPLE FOR APPROVAL PRIOR TO PURCHASING. SEE CIVIL DETAILS. 5M M ( . 2 " ) BASE DIAMETER 50% - 60% 0.9" - 1.4" 23MM - 36MM 1.6" - 2.4" 1. 6 " - 2 . 4 " OF CURBED RAMP ENTIRE WIDTH SITE PLAN REFER TO SI T E P L A N RE F E R T O NEW TRUNCATED DOMES 48" MIN. WA L K A B L E 48 " M I N . NEW TRUNCATED DOMES 24 " M I N . 1: 1 2 M A X . 3' - 0 " 2' - 6 " T-TURN OPTION CLEAR WIDTH FOR TWO WHEEL CHAIRS TO PASS PARALLEL THROUGH CORRIDOR 180° TURNS Option 3 42" MIN 42" MIN 4' - 0 " M I N . 36" MIN 36" MIN 60 " M I N . 36 " M I N . 36" MIN. 5' - 0" MIN. CLEAR WIDTHS 60" MIN X> 1 5 " 4' - 4" MIN X> 2 4 " 36" MIN ALCOVE - SIDE APPROACH ALCOVE - FRONT APPROACH X<52" 180° TURNS Option 1 X>52" 43" MIN 43" MIN X<52" 36 " M I N MAX 24"52" MIN MAX 24" 32 " M I N 32 " M I N CLEAR WIDTHS 180° TURNS Option 2 36 " M I N . 60 " M I N . 52" MIN 52" MIN 43 " M I N 52 " ATM, DISPLAY FEATURES AND REACHABILITY MUST CONFORM TO CBC 2016 AND ADA REQUIREMENTS. AL L O W A B L E A R E A O F O P E R A T I O N FO R W A R D R E A C H R A N G E 4' - 0 " . 1' - 3 " M I N . 2' - 6 " 4' - 0" 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 LINE OF REQUIRED CLEARANCE FOR KNEE MIRROR INSULATE HOT WATER PIPES AND DRAIN TO PREVENT CONTACT 9" M I N . 27 " M I N . 29 " M I N . 34 " M A X . BO T T O M O F R E F L E C T I V E S U R F A C E 40 " M A X . 6" MAX8" MIN. 17" MIN- 25" MAX LEVER ON WIDE SIDE OF TOILET PROVIDE FASTENERS AND WALL REINFORCEMENT TO SUPPORT A 250# MIN. POINT LOAD. 1 1/2"1 1/2" GRAB BAR 24" MIN. 33 " - 3 6 " 12"42" 17 " - 1 9 " 39" - 41" 39 " - 4 1 " 18 " 24" MIN.12" MIN. 33 " - 3 6 " 36" MIN. VERTICAL GRAB BAR AS REQUIRED BY THE AUTHORITY HAVING JURISDICTION 54" MIN. © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2023 HIGH SCOPE RENOVATION SERIAL NUM./MANH. ID: NRSP VERSION: 2.0 BULLETIN: 4-2023 As indicated 3/ 5 / 2 0 2 4 2 : 3 8 : 4 6 P M BI M 3 6 0 :/ / 0 0 7 . 2 0 2 4 . 0 0 0 - B AC - E x t e r i o r R e n ov a t i o n s / 0 0 7 . 2 0 2 4. 1 4 8 _ C A 9 - 1 0 7 _ W es t A r c a d i a . r v t A00.11 ACCESSIBILITY REQUIREMENTS & DETAILS 007.2024.148 WEST ARCADIA 1234 S Baldwin Ave, Arcadia, CA 91007 CA9-107 SCALE:12" = 1'-0" SITE SIGNAGE 04 SCALE:1/8" = 1'-0" TYP. ACCESSIBLE PARKING STALL 01SCALE:3" = 1'-0" THRESHOLDS 05 SCALE:1/4" = 1'-0" CURB RAMP1 07 SCALE:1/4" = 1'-0" ADA PLAN CLEARANCES 03 1. General. Signs shall comply with Section 11B-703. Where both visual and tactile characters are required, either one sign with both visual and tactile characters, or two separate signs, one with visual, and one with tactile characters, shall be provided. 2. Raised characters. Raised characters shall comply with Section 11B-703.2 and shall be duplicated in Braille complying with Section 11B-703.3. Raised characters shall be installed in accordance with Section 11B-703.4. Raised characters shall be 1/32 inch (0.8 mm) minimum above their background. Characters shall be uppercase. Characters shall be sans serif. Characters shall not be italic, oblique, script, highly decorative, or of other unusual forms. Characters shall be selected from fonts where the width of the uppercase letter “O” is 60 percent minimum and 110 percent maximum of the height of the uppercase letter “I”. Character height measured vertically from the baseline of the character shall be 5/8 inch (15.9 mm) minimum and 2 inches (51 mm) maximum based on the height of the uppercase letter “I”. Stroke thickness of the uppercase letter “I” shall be 15 percent maximum of the height of the character. Character spacing shall be measured between the two closest points of adjacent raised characters within a message, excluding word spaces. Where characters have rectangular cross sections, spacing between individual raised characters shall be 1/8 inch (3.2 mm) minimum and 4 times the raised character stroke width maximum. Where characters have other cross sections, spacing between individual raised characters shall be 1/16 inch (1.6 mm) minimum and 4 times the raised character stroke width maximum at the base of the cross sections, and 1/8 inch (3.2 mm) minimum and 4 times the raised character stroke width maximum at the top of the cross sections. Characters shall be separated from raised borders and decorative elements 3/8 inch (9.5 mm) minimum. Spacing between the baselines of separate lines of raised characters within a message shall be 135 percent minimum and 170 percent maximum of the raised character height. Text shall be in a horizontal format. 3. Braille. Braille shall be contracted (Grade 2) and shall comply with Sections 11B-703.3 and 11B-703.4. Braille dots shall have a domed or rounded shape and shall comply with Table 11B-703.3.1. The indication of an 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. Braille shall be positioned below the corresponding text in a horizontal format, flush left or centered. If text is multi-lined, Braille shall be placed below the entire text. Braille shall be separated 3/8 inch (9.5 mm) minimum and 1/2 inch (12.7 mm) maximum from any other tactile characters and 3/8 inch (9.5 mm) minimum from raised borders and decorative elements. (Exception: Braille provided on elevator car controls shall be separated 3/16 inch (4.8 mm) minimum and shall be located directly below the corresponding raised characters or symbols.) 4. Installation height and location. Signs with tactile characters shall comply with Section 11B703.4. 11B-703.4.2 Location. Where a tactile sign is provided at a door, the sign 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 at the latch side of a single door or at the right side of double doors, signs shall be located on the nearest adjacent wall. Signs containing tactile characters shall be located so that a clear floor space of 18 inches (457 mm) minimum by 18 inches (457 mm) minimum, centered on the tactile characters, is provided beyond the arc of any door swing between the closed position and 45 degree open position.Where provided, signs identifying permanent rooms and spaces shall be located at the entrance to, and outside of the room or space. Where provided, signs identifying exits shall be located at the exit door when approached in the direction of egress travel. Exception: In alterations where sign installation locations identified in Section 11B-703.4.2 are obstructed or otherwise unavailable for sign installation, signs with tactile characters shall be permitted on the push side of doors with closers and without hold-open devices. 5. Visual characters. Visual characters shall comply with Section 11B-703.5. (Exception: Where visual characters comply with Section 11B-703.2 and are accompanied by Braille complying with Section 11B-703.3, they shall not be required to comply with Sections 11B-703.5.2 through 11B-703.5.6, 11B-703.5.8 and 11B-703.5.9) Characters and their background shall have a non-glare finish. Characters shall contrast with their background with either light characters on a dark background or dark characters on a light background. Minimum character height shall comply with Table 11B-703.5.5. 6. Pictograms. Pictograms shall comply with Section 11B-703.6. Pictograms shall have a field height of 6 inches (152 mm) minimum. Characters and Braille shall not be located in the pictogram field. Pictograms and their field shall have a non-glare finish. Pictograms shall contrast with their field with either a light pictogram on a dark field or a dark pictogram on a light field. Pictograms shall have text descriptors located directly below the pictogram field. Text descriptors shall comply with Sections 11B-703.2, 11B-703.3 and 11B-703.4 7. Symbols of accessibility. Symbols of accessibility shall comply with Section 11B-703.7. International Symbol of Accessibility. The International Symbol of Accessibility shall comply with Figure 11B-703.7.2.1. The symbol shall consist of a white figure on a blue background. The color blue shall approximate FS 15090 in Federal Standard 595C. Exception: The appropriate enforcement agency may approve other colors, provided the symbol contrast is light on dark or dark on light. The International Symbol of TTY shall comply with Figure 11B-703.7.2.2. Telephones with a volume control shall be identified by a pictogram of a telephone handset with radiating sound waves on a square field such as shown in Figure 11B-703.7.2.3. Assistive listening systems shall be identified by the International Symbol of Access for Hearing Loss complying with Figure 11B-703.7.2.4. Doorways leading to toilet rooms and bathing rooms shall be identified by a geometric symbol complying with Section 11B-703.7.2.6. The symbol shall be mounted at 58 inches (1473 mm) minimum and 60 inches (1524 mm) maximum above the finish floor or ground surface measured from the centerline of the symbol. Where a door is provided the symbol shall be mounted within 1 inch (25 mm) of the vertical centerline of the door. ACCESSIBILITY SIGNAGE NOTES (CBC CH. 11B) 1. FLOOR AND GROUND SURFACES SHALL BE STABLE, FIRM, AND SLIP RESISTANT. . 2. CARPET OR CARPET TILE SHALL BE SECURELY ATTACHED AND SHALL BEAVE A FIRM CUSHION, PAD, OR BACKING OR NO CUSHION OR PAD. CARPET OR CARPET TILE SHALL HAVE A LEVEL LOOP, TEXTURED LOOP, LEVEL CUT PILE, LEVEL CUT/UNCUT PILE TEXTURE, PILE HEIGHT SHA BE 1//2 INCH MAXIMUM. EXPOSED EDGES OF CARPET SHALL BE FASTENED TO THE FLOOR SURFACES AND SHALL HAVE TRIM ON THE ENTIRE LENGTH OF THE EXPOSED EDGE. 3. OPENINGS IN FLOOR OR GROUND SURFACES SHALL NOT ALLOW PASSAGE OF A SPHERE MORE THAN ½ INCH DIAMETER. . 4. CHANGES IN LEVEL OF 1/4 INCH HIGH MAXIMUM SHALL BE PERMITTED TO BE VERTICAL AND WITHOUT EDGE TREATMENT. CHANGES IN LEVEL BETWEEN ¼ INCH HIGH MINIMUM AND ½ INCH HIGH MAXIMUM SHALL BE BEVELED WITH A SLOPE NOT STEEPER THAN 1:2. . 5. CHANGES IN LEVEL GREATER THAN 1/2 INCH HIGH SHALL BE RAMPED. 6. ABRUPT CHANGES IN LEVEL EXCEEDING 4 INCHES IN A VERTICAL DIMENSION BETWEEN WALKS, SIDEWALKS OR OTHER PEDESTRIAN WAYS AND ADJACENT SURFACES OR FEATURES SHALL BE IDENTIFIED BY WARNING CURBS AT LEAST 6 INCHES IN HEIGHT ABOVE THE WALK OR SIDEWALK SURFACE. A WARNING CURB IS NOT REQUIRED BETWEEN A WALK OR SIDEWALK AND AN ADJACENT STREET OR DRIVEWAY. A WARNING CURB IS NOT REQUIRED WHEN A GUARD OR HANDRAIL IS PROVIDED WITH A GUIDE RAIL CENTERED 2 INCHES MINIMUM AND 4 INCHES MAXIMUM ABOVE THE SURFACE OF THE WALK OR SIDEWALK. 7. FLOOR OR GROUND SURFACES OF A TURNING SPACE FOR WHEEL CHAIRS SHALL NOT HAVE CHANGES IN LEVEL. SLOPES NOT STEEPER THAN 1:48 SHALL BE PERMITTED. THE TURNING SPACE SHALL BE 60 INCHES IN DIAMETER MINIMUM. THE SPACE SHALL BE PERMITTED TO INCLUDE KNEE AND TOE CLEARANCES. DOORS SHALL BE PERMITTED TO SWING INTO TURNING SPACES. . 8. CLEAR WHEELCHAIR FLOOR OR GROUND SPACE SHALL BE 30 INCHES MINIMUM BY 48 INCHES MINIMUM. CHANGES IN LEVEL ARE NOT PERMITTED IN THIS SPACE. SLOPES NOT STEEPER THAN 1:48 SHALL BE PERMITTED. SPACE CAN BE POSITIONED IN A FORWARD OR PARALLEL APPROACH. WHERE SPACE BENEATH AN ELEMENT IS INCLUDED AS PART OF CLEAR FLOOR OR GROUND SPACE OR TURNING SPACE, THE SPACE SHALL COMPLY WITH CBC 11B-306. 9. PROTRUDING OBJECTS: OBJECTS WITH LEADING EDGES MORE THAN 27 INCHES AND NOT MORE THAN 80 INCHES ABOVE THE FINISH FLOOR OR GROUND SHALL PROTRUDE 4 INCHES MAXIMUM HORIZONTALLY INTO THE CIRCULATION PATH. HANDRAILS SHALL BE PERMITTED TO PROTRUDE 4 ½ INCHES MAX. 10. POST MOUNTED OBJECTS: FREE-STANDING OBJECTS MOUNTED ON POLES OR PYLONS SHALL OVERHANG CIRCULATION PATHS 12 INCHES MAXIMUM WHEN LOCATED 27 INCHES MINIMUM AND 80 INCHES MAXIMUM ABOVE THE FINISH FLOOR OR GROUND. WHERE A SIGN OR OTHER OBSTRUCTION IN MOUNTED BETWEEN POSTS OR PYLONS AND THE CLEAR DISTANCE BETWEEN THE POSTS OR PYLONS IS GREATER THAN 12 INCHES, THE LOWEST EDGE OF SUCH SIGN OR OBSTRUCTION SHALL BE 27 INCHES MAXIMUM OR 80 INCHES MINIMUM ABOVE THE FINISH FLOOR OR GROUND. THE SLOPING PORTIONS OF HANDRAILS SERVING STAIRS AND RAMPS SHALL NOT BE REQUIRED TO COMPLY. EDGES ON OBJECTS MOUNTED LESS THAN 80 INCHES ABOVE THE FLOOR OR GROUND SURFACE, SHALL HAVE ROUNDED OR EASED EDGES AND THE CORNERS SHALL HAVE A MINIMUM RADIUS OF 1/8 INCH. 11. VERTICAL CLEARANCE: VERTICAL CLEARANCE SHALL BE 80 INCHES HIGH MINIMUM. GUARDRAILS OR OTHER BARRIERS SHALL BE PROVIDED WHERE THE VERTICAL CLEARANCE IS LESS THAN 80 INCHES HIGH. THE LEADING EDGE OF SUCH GUARDRAIL OR BARRIER SHALL BE LOCATED 27 INCHES MAXIMUM ABOVE THE FINISH FLOOR OR GROUND. DOOR CLOSERS AND DOOR STOPS SHALL BE PERMITTED TO BE 78 INCHES MINIMUM ABOVE THE FINISH FLOOR OR GROUND. . 12. PROTRUDING OBJECTS SHALL NOT REDUCE THE CLEAR WIDTH REQUIRED FOR ACCESSIBLE ROUTES. . 13. REACH RANGES FOR OCCUPANTS IN WHEEL CHAIRS SHALL COMPLY WITH CBC 11B-308. . 14. OPERABLE PARTS: OPERABLE PARTS 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 POUNDS MAXIMUM. . 15. THE RUNNING SLOPE OF WALKING SURFACES SHALL NOT BE STEEPER THAN 1:20. THE CROSS SLOPE OF WALKING SURFACES SHALL NOT BE STEEPER THAN 1:48. . 16. CLEAR WIDTH REQUIREMENTS FOR WALKING SURFACES SHALL COMPLY WITH CBC 11B-403.5. . 17. ALL WALKS WITH CONTINUOUS GRADIENTS SHALL HAVE A RESTING AREA, 60 INCHES IN LENGTH, AT INTERVALS OF 400 FEET MAXIMUM. THE RESTING AREA SHALL BE A LEAST AS WIDE AS THE WALK. THE SLOPE OF THE RESTING AREA IN ALL DIRECTIONS SHALL BE 1:48. . 18. DOOR OPENINGS SHALL PROVIDE A CLEAR WIDTH OF 32 INCHES MINIMUM. CLEAR OPENINGS FOR DOORWAYS WITH SWINGING DOORS SHALL BE MEASURED BETWEEN THE FACE OF THE DOOR AND THE STOP, WITH THE DOOR OPEN 90 DEGREES. OPENINGS MORE THAN 24 INCHES DEEP SHALL PROVIDE A CLEAR OPENING OF 36 INCHES MINIMUM. THERE SHALL BE NO PROJECTIONS INTO THE REQUIRED CLEAR OPENING WIDTH LOWER THAN 34 INCHES ABOVE THE FINISH FLOOR OR GROUND. PROJECTIONS INTO THE CLEAR OPENING WITH BETWEEN 34 INCHES AND 80 INCHES ABOVE THE FINISH FLOOR OR GROUND SHALL N OT EXCEED 4 INCHES. 19. MANEUVERING CLEARANCES AT DOORS SHALL COMPLY WITH CBC TABLE 11B-404.2.4.1. CHANGES IN LEVEL ARE NOT PERMITTED WITHIN THESE CLEARANCES. SLOPES NOT STEEPER THATN 1:48 SHALL BE PERMITTED. THRESHOLDS ARE PERMITTED THAT COMPLY WITH CBC 11B-404.2.5. . 20. THRESHOLDS, IF PROVIDED AT DOOR WAYS, SHALL BE ½ INCH HIGH MAXIMUM. CHANGES IN LEVELS AT DOORWAYS SHALL COMPLY WITH CBC SECTIONS 11B-302 AND 11B-303. . . 21. DOOR AND GATE HARDWARE: HANDLES, PULLS, LATCHES, LOCKS, AND OTHER OPERABLE PARTS ON DOORS AND GATES SHALL COMPLY WITH CBC SECTION 11B-309.4. OPERABLE PARTS OF SUCH HARDWARE SHALL BE 34 INCHES MINIMUM AND 44 INCHES MAXIMUM ABOVE THE FINISH FLOOR OR GROUND. . 22. DOOR AND GATE CLOSERS SHALL BE ADJUSTED SO THAT FROM A OPEN POSITION O 90 DEGREES, THE TIME REQUIRED TO MOVE THE DOOR TO A POSITION OF 12 DEGREES FROM THE LATCH IN 5 SECONDS MINIMUM. DOOR AND GATE SPRING HINGES SHALL BE ADJUSTED SO THAT FROM THE OPEN POSITION OF 70 DEGREES, THE DOOR OR GATE SHALL MOVE TO THE CLOSED POSITION IN 1.5 SECONDS MINIMUM. 23. THE FORCE FOR PUSHING OR PULLING OPEN A DOOR OR GATE OTHER THAN FIRE DOORS SHALL BE 5 POUNDS MAXIMUM FOR INTERIOR HINGED DOORS AND GATES, 5 POUNDS MAXIMUM FOR SLIDING OR FOLDING DOORS, AND 5 POUNDS MAXIMUM FOR EXTERIOR HINGED DOORS. FOR REQUIRED FIRE DOORS, THE MINIMUM OPENING FORCE ALLOWABLE THE APPROPRIATE ADMINISTRATIVE AUTHORITY, SHALL NOT EXCEED 15 POUNDS. . 24. SWINGING DOOR AND GATE SURFACES WITHIN 10 INCHES OF THE FINISH FLOOR OR GROUND MEASURED VERTICALLY SHALL HAVE A SMOOTH SURFACE ON THE PUSH SIDE EXTENDING THE FULL WIDTH OF THE DOOR OR GATE. PARTS CREATING HORIZONTAL OR VERTICAL JOINTS IN THE SURFACES SHALL BE WITHIN 1/16 INCH OF THE SAME PLANE AS THE OTHER AND BE FREE OF SHARP OR ABRASIVE EDGES. 25. TEMPERED GLASS DOORS WITHOUT STILES AND HAVING A BOTTOM RAIL OR SHOE WITH THE TOP LEADING EDGE TAPERED AT 60 DEGREES MINIMUM FROM THE HORIZONTAL SHALL NOT BE REQUIRED TO MEET THE 10 INCH BOTTOM SMOOTH SURFACE REQUIREMENT. . 26. VISION LIGHTS IN DOORS, GATES, AND SIDE LIGHTS ADJACENT TO DOORS OR GATES, CONTAINING ONE OR MORE GLAZING PANELS THAT PERMIT VIEWING THROUGH THE PANELS SHALL HAVE THE BOTTOM OF AT LEAST ONE GLAZED PANEL LOCATED 43 INCHES MAXIMUM ABOVE THE FINISH FLOOR. GLAZING PANELS WITH THE LOWEST PART MORE THAN 66 INCHES FROM THE FINISH FLOOR OR GROUND SHALL NOT BE REQUIRED TO COMPLY WITH THIS REQUIREMENT. . 27. RAMPS RUNS SHALL HAVE A RUNNING SLOPE NOT STEEPER THAN 1:12. CROSS SLOPE ON RAMP RUNS SHALL NOT BE STEEPER THAN 1:48. THE CLEAR WIDTH OF A RAMP RUN SHALL BE 48” MINIMUM. HANDRAILS MAY PROJECT INTO THE REQUIRED WIDTH OF THE RAMP AT EACH SIDE 3 ½ INCHES MAXIMUM AT THE HANDRAIL HEIGHT. THE RISE FOR ANY RAMP RUN SHALL BE 30 INCHES MAXIMUM. RAMPS SHALL HAVE HANDRAILS COMPLYING WITH CBC SECTION 11B-505. EDGE PROTECTION COMPLYING WITH CBC SECTION 11B-405.9.2 SHALL BE PROVIDED ON EACH SIDE OF RAMP RUNS AND AT EACH SIDE OF RAMP LANDING. 28. STAIRS: ALL STEPS ON A FLIGHT OF STAIRS SHALL HAVE UNIFORM RISER HEIGHTS AND UNIFORM TREAD DEPTHS. RISERS SHALL BE 4 INCHES HIGH MINIMUM AND 7 INCHES HIGH MAXIMUM. TREADS SHALL BE 11 INCHES DEEP MINIMUM. OPEN RISERS ARE NOT PERMITTED. TREADS SHALL BE PERMITTED TO HAVE A SLOPE NOT STEEPER THAN 1:48. INTERIOR STAIRS SHALL HAVE THE UPPER APPROACH AND LOWER TREAD MARKED BY A STRIPE PROVIDING CLEAR VISUAL CONTRAST. EXTERIOR STAIRS ASHALL HAVE THE UPPER APPROACH AND ALL TREADS MARKED BY A STRIPE PROVIDING CLEAR VISUAL CONTRAST. THE STRIP SHALL BE A MINIMUM OF 2 INCHES WIDE TO A MAXIUMUM OF 4 INCHES WIDE PLACE PARALLEL TO, AND NOT MORE THAN 1 INCH FROM, THE NOSE OF THE STEP OR UPPER APPROACH. THE STRIPE SHALL EXTEND THE FULL WIDTH OF THE STEP OR UPPER APPROACH AND SHALL BE OF MATERIAL THAT IS AT LEAST AS SLIP RESISTANT AS THE OTHER TREADS OF THE STAIR. A PAINTED STRIPE SHALL BE ACCEPTABLE. GROOVES SHALL NOT BE USED TO SATISFY THIS REQUIREMENT. . 29. HANDRAILS SHALL COMPLY WITH CBC SECTION11B-505. TOP OF GRIPPING SURFACES FOR HANDRAILS SHALL BE 34 INCHES MINIMUM AND 38 INCHES MAXIMUM VERTICALLY ABOVE WALKING SURFACES, STAIR NOSINGS, AND RAMP SURFACES. HANDRAILS SHALL BE AT A CONSISTENT HEIGHT ABOVE WALKING SURFACES, STAIR NOSINGS, AND RAMP SURFACES. THE CLEARANCE BETWEEN HANDRAIL GRIPPING SURFACES AND ADJACENT SURFACES SHALL BE 1 ½” MINIMUM. . 30. FIRE ALARM SYSTEMS SHALL HAVE PERMANENTLY INSTALLED AUDIBLE AND VISIBLE ALARMS COMPLYING WITH NFPA 72 AND CBC CHAPTER 9, SECTIONS 907.5.2.1 AND 907.5.2.3. 31. DETECTABLE WARNINGS SHALL COMPLY WITH CBC SECTION 11B-705.1.1 AND SHALL BE USED IN THE FOLLOWING LOCATIONS AS NOTED IN CBC SECTION 11B-705.1.2: PLATFORM EDGES; CURB RAMPS; ISLANDS OR CUT-THROUGH MEDIANS; BUS STOPS; HAZARDOUS VEHICULAR AREAS; REFLECTING POOLS; & TRACK CROSSINGS. . 32. THE HEIGHT OF DINING SURFACES AND WORK SURFACES SHALL BE 28 INCHES MINIMUM AND 34 INCHES MAXIMUM ABOVE THE FINISH FLOOR OR GROUND. . 33. SALES AND SERVICE COUNTERS: FOR PARALLEL APPROACH, A PORTION OF THE COUNTER THAT IS 36 INCHES LONG MINIMUM AND 34 INCHES HIGH MAXIMUM ABOVE THE FINISH FLOOR SHALL BE PROVIDED. FOR FORWARD APPROACH, A PORTION OF THE COUNTER SURFACE THAT IS 36 INCHES LONG MINIMUM AND 34 INCHES HIGH MAXIMUM SHALL BE PROVIDED. KNEE AND TOE SPACE COMPLYING WITH CBC SECTION 11B-306 SHALL BE PROVIDED UNDER THE COUNTER. A CLEAR FLOOR OR GROUND SPACE COMPLYING WITH CBC SECTION 11B-305 SHALL BE POSITIONED FOR A FORWARD APPROACH TO THE COUNTER. ACCESSIBILITY GEN. NOTES (CBC CH. 11B) 12/29/2023 90% CONSTRUCTION DRAWING SET 01/24/2024 PERMIT SET 1 03/05/2024 PLAN CHECK COMMENTS SCALE:1/2" = 1'-0" ATM APPROACH CLEARANCES 2 SCALE:3/4" = 1'-0" ACCESSIBLE - LAVATORY 6 SCALE:1/2" = 1'-0" ACCESSIBLE TOILET GRAB BAR CLEARANCES 8 1 © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2023 NOT TO SCALE HIGH SCOPE RENOVATION SERIAL NUM./MANH. ID: NRSP VERSION: 2.0 BULLETIN: 4-2023 3/ 5 / 2 0 2 4 2 : 3 8 : 4 6 P M BI M 3 6 0 :/ / 0 0 7 . 2 0 2 4 . 0 0 0 - B AC - E x t e r i o r R e n ov a t i o n s / 0 0 7 . 2 0 2 4. 1 4 8 _ C A 9 - 1 0 7 _ W es t A r c a d i a . r v t A00.20 SPECIFICATIONS - EXTERIOR PAINTING 007.2024.148 WEST ARCADIA 1234 S Baldwin Ave, Arcadia, CA 91007 CA9-107 12/29/2023 90% CONSTRUCTION DRAWING SET 01/24/2024 PERMIT SET 1 03/05/2024 PLAN CHECK COMMENTS © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2023 NOT TO SCALE HIGH SCOPE RENOVATION SERIAL NUM./MANH. ID: NRSP VERSION: 2.0 BULLETIN: 4-2023 3/ 5 / 2 0 2 4 2 : 3 8 : 4 7 P M BI M 3 6 0 :/ / 0 0 7 . 2 0 2 4 . 0 0 0 - B AC - E x t e r i o r R e n ov a t i o n s / 0 0 7 . 2 0 2 4. 1 4 8 _ C A 9 - 1 0 7 _ W es t A r c a d i a . r v t A00.21 SPECIFICATIONS - EXTERIOR PAINTING 007.2024.148 WEST ARCADIA 1234 S Baldwin Ave, Arcadia, CA 91007 CA9-107 12/29/2023 90% CONSTRUCTION DRAWING SET 01/24/2024 PERMIT SET 1 03/05/2024 PLAN CHECK COMMENTS ADJACENT BUILDING BA L D W I N A V E . ADJACENT BUILDING 9'-0"8'-0"9'-0"9'-0"8'-0"9'-0"9'-0"4' - 8" 4'- 8 "5'-0"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 (E) BANK OF AMERICA BUILDING 03 02 02 01 04 0401 R RNN 05 06 06 06 R R R R 07 08 09 10 11 11 10 10 12 12 12 12 12 13 13 14 15 15 15 16 171717171717 14 14 14 18 NO ABRUPT CHANGES IN ELEVATION ALONG THE PATH OF TRAVEL SHOWN. THE SLOPE AND CROSS-SLOPE ALONG THE PATH OF TRAVEL SHALL NOT EXCEED 5% AND 2% RESPECTIVELY. INSPECTOR TO VERIFY EXISTING BUILDING EXISTING BOLLARD WITH NEW BAC STD. COVER. (REFER TO A9.00 AND A9.01) NEW BOLLARD PER BAC STD. CANOPY AND SIGNAGE OVERHEAD NEW LANDSCAPING N R NOTE: REFER TO STRUTURAL DRAWINGS FOR STRUCTURAL INFORMATION. TOP OF CONCRETE WALK OR ASPHALT BOLLARD; CONCRETE FILLED & PRIMED CONCRETE FOOTING. SEE STRUCTURAL DWGS. BOLLARD SIZE: 6" DIA. UNLESS OTHERWISE NOTED HDPE BOLLARD COVER. MANUFACTURER: POST GUARD COLOR: GREY WITH RED STRIPES 3' - 0 " 2' - 8 " SHEET NOTES GENERAL NOTES LEGEND © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2023 HIGH SCOPE RENOVATION SERIAL NUM./MANH. ID: NRSP VERSION: 2.0 BULLETIN: 4-2023 As indicated 3/ 5 / 2 0 2 4 2 : 3 8 : 5 1 P M BI M 3 6 0 :/ / 0 0 7 . 2 0 2 4 . 0 0 0 - B AC - E x t e r i o r R e n ov a t i o n s / 0 0 7 . 2 0 2 4. 1 4 8 _ C A 9 - 1 0 7 _ W es t A r c a d i a . r v t A00.50 SITE PLAN 007.2024.148 WEST ARCADIA 1234 S Baldwin Ave, Arcadia, CA 91007 CA9-107 SCALE:1/16" = 1'-0" Site Plan 1 1. SITE INFORMATION AND DIMENSIONS ON ARCHITECTURAL SITE PLAN IS EXISTING FOR REFERENCE ONLY. 2. ALL DIMENSIONS ARE TO BE CONFIRMED BY CONTRACTOR ON SITE. 3. ANY REQUIRED SIGNS , EXTERIOR LIGHTING OR SURFACE APPLIED ACCESSORIES TO HAVE INTERNALLY ROUTED CONDUITS. NO EXTERNAL ELECTRICAL CONDUITS TO BE APPLIED. 4. FOR ADDITIONAL GENERAL NOTES, LEGENDS AND SCHEDULES, REFER TO SHEET A00.00 GENERAL BOLLARD NOTES: A. ALL BOLLARD HEIGHTS TO MATCH 3 FT.EXISTING BOLLARDS WITH HEIGHTS 4 FT OR ABOVE TO BE CUT DOWN TO 3 FT AND RESLEEVED. B. BOLLARDS IN PARKING SPACES TO BE PLACED ON THE CURB, CENTERED TO THE STALL AND ADJACENT PARKING STRIPES. C. BOLLARDS PLACED IN AN ADA ACCESS MUST HAVE A MINIMUM 5 FT GAP TO MAINTAIN REQUIRED CLEARANCE. D. PAINT EXISTING BOLLARDS TO MATCH NEW BOLLARD COLORS (GREY WITH RED STRIPES). 01 INSTALL NEW BOLLARD 3' H X 8 7/8" DIAMETER AND ADD NEW BOLLARD COVER PER BAC STANDARDS. GRAY WITH RED REFLECTIVE STRIPES. 1/8" THICK HIGH DENISTY POLYETHLEND (HDPE). POST GUARD BY ENCORE COMMERCIAL PRODUCTS, INC. SEE STRUCTURAL DRAWINGS FOR DETAIL. 02 NEW LANDSCAPING. G.C. TO INFILL SPARSE LANDSCAPE AREA TO MATCH EXISTING SHRUBBERY. REFER TO INSERTED EXISTING PHOTO. 03 PAINT EXISTING TRASH ENCLOSURE. PREP AND REPAIR AS NECESSARY TO RECEIVE NEW PAINT. REFER TO ELEVATIONS. 04 REMOVE EXISTING BOLLOARD COVER. CUT EXISTING BOLLARD HEIGHT DOWN TO 3' H. PROVIDE AND INSTALL NEW BOLLARD COVER 3' H X 8 7/8" DIAMETER PER BAC STANDARDS. GRAY WITH RED REFLECTIVE STRIPES. 1/8" THICK HIGH DENISTY POLYETHLEND (HDPE). POST GUARD BY ENCORE COMMERCIAL PRODUCTS, INC. 05 PAINT EXISTING TRASH ENCLOSURE DOORS. PREP AND REPAIR AS NECESSARY TO RECEIVE NEW PAINT. REFER TO ELEVATIONS. 06 REMOVE EXISTING BOLLOARD COVER. CUT EXISTING BOLLARD HEIGHT DOWN TO 3' H. PROVIDE AND INSTALL NEW BOLLARD COVER 3' H PER BAC STANDARDS. VERIFY BOLLARD DIAMETER ON SITE PRIOR TO ORDER. BOLLARD SHALL BE GRAY WITH RED REFLECTIVE STRIPES. 1/8" THICK HIGH DENISTY POLYETHLEND (HDPE). POST GUARD BY ENCORE COMMERCIAL PRODUCTS, INC.. RE-INSTALL POST AND ACCESSIBLE PARKING STALL IDENTIFICATION SIGNAGE / ACCESSIBLE VAN PARKING STALL IDENTIFICATION SIGNAGE. BOTOM OF SIGNAGE SHALL BE 80" MIN. ABOVE FINISH GRADE. REFER TO A00.11. 07 REMOVE EXISTING BOLLOARD COVER. CUT EXISTING BOLLARD HEIGHT DOWN TO 3' H. PROVIDE AND INSTALL NEW BOLLARD COVER 3' H PER BAC STANDARDS. VERIFY BOLLARD DIAMETER ON SITE PRIOR TO ORDER. BOLLARD SHALL BE GRAY WITH RED REFLECTIVE STRIPES. 1/8" THICK HIGH DENISTY POLYETHLEND (HDPE). POST GUARD BY ENCORE COMMERCIAL PRODUCTS, INC.. RE-INSTALL POST AND SIGNAGE. 08 CLEAN SIDEWALKS. POWER WASH AS REQUIRED. 09 EXISTING PATH OF TRAVEL FROM THE EXISTING ACCESSIBLE PARKING STALLS TO THE ACCESSIBLE BUILDING ENTRANCE. 10 EXISTING VAN ACCESSIBLE STALL TO REMAIN. 11 EXISITNG ACCESSIBLE STALL TO REMAIN. 12 EXISTING INTERNATIONAL SYMBOL OF ACCESSIBILITY TO REMAIN. 13 EXISTING ACCESS AISLE MARKING TO REMAIN. 14 EXISTING "NO PARKING" LETTERING TO REMAIN. 15 EXISTING SURFACE MOUNTED DETECTABLE WARNING TO REMAIN. 16 EXISTING TOW-AWAY SIGNAGE TO REMAIN. 17 EXISTING PARKING TO REMAIN. 18 EXISTING INTERNATIONAL SYMBOL OF ACCESSIBILITY DECAL ON DOOR GLASS PANEL TO REMAIN. SCALE:1" = 1'-0" TYPICAL BOLLARD DETAIL 2 EXISTING PLANTERS TO BE INFILLED 12/29/2023 90% CONSTRUCTION DRAWING SET 01/24/2024 PERMIT SET 1 03/05/2024 PLAN CHECK COMMENTS 1 1 FE T A09.01 2 A09.00 1 A09.011 A09.00 2 EXISTING BUILDING (N.I.S.) 03 03 04 02 010501 01 01 01 01 02 02 02 03 060707 06 08 1009 10 1 1 1 0 1 2 84 SHEET NOTES LEGEND © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2023 HIGH SCOPE RENOVATION SERIAL NUM./MANH. ID: NRSP VERSION: 2.0 BULLETIN: 4-2023 1/4" = 1'-0" 3/ 5 / 2 0 2 4 2 : 3 8 : 5 4 P M BI M 3 6 0 :/ / 0 0 7 . 2 0 2 4 . 0 0 0 - B AC - E x t e r i o r R e n ov a t i o n s / 0 0 7 . 2 0 2 4. 1 4 8 _ C A 9 - 1 0 7 _ W es t A r c a d i a . r v t A02.01 CONSTRUCTION PLAN 007.2024.148 WEST ARCADIA 1234 S Baldwin Ave, Arcadia, CA 91007 CA9-107 SCALE:1/4" = 1'-0" CONSTRUCTION PLAN 2 01 PAINT EXISTING WINDOW MULLIONS. 02 PAINT EXISTING STUCCO FACADE. PREP AND REPAIR AS NECESSARY TO RECEIVE NEW PAINT. TYPICAL WHERE STUCCO EXISTS. 03 CLEAN, REPAIR EXISTING WALKWAYS. 04 EXISTING STOREFRONT GLAZING TO REMAIN. CLEAN ALL SURFACES OF GLAZING AND MULLIONS. 05 PAINT EXISTING TRASH ENCLOSURE DOORS. PREP AND REPAIR AS NECESSARY TO RECEIVE NEW PAINT. 06 REMOVE EXISTING BOLLOARD COVER. CUT EXISTING BOLLARD HEIGHT DOWN TO 3' H. PROVIDE AND INSTALL NEW BOLLARD COVER 3' H X 8 7/8" DIAMETER PER BAC STANDARDS. GRAY WITH RED REFLECTIVE STRIPES. 1/8" THICK HIGH DENISTY POLYETHLEND (HDPE). POST GUARD BY ENCORE COMMERCIAL PRODUCTS, INC. 07 INSTALL NEW BOLLARD 3' H X 8 7/8" DIAMETER AND ADD NEW BOLLARD COVER PER BAC STANDARDS. GRAY WITH RED REFLECTIVE STRIPES. 1/8" THICK HIGH DENISTY POLYETHLEND (HDPE). POST GUARD BY ENCORE COMMERCIAL PRODUCTS, INC. SEE STRUCTURAL DRAWINGS FOR DETAIL. 08 EXISTING TACTILE SIGNAGE WITH THE WORD 'EXIT' ON THE EXISTING GLASS STOREFRONT TO REMAIN. 09 EXISTING INTERNATIONAL SYMBOL OF ACCESSIBILITY DECAL ON DOOR GLASS PANEL TO REMAIN. 10 "EMERGENCY EXIT ONLY" SIGNAGE ON DOOR GLASS PANEL TO REMAIN. 12/29/2023 90% CONSTRUCTION DRAWING SET 01/24/2024 PERMIT SET 1 03/05/2024 PLAN CHECK COMMENTS EXPT-16B EXPT-17 01 EXPT-17EXPT-17 EXPT-16B 06 06 06 EPS-5 09 EXPT-16B 09 EXPT-16 05 EXPT-17 03 04 070102 100111 16 EXPT-16 13 10 12 EXPT-17 EXPT-16 EXPT-17 01 08 08 01 1820 EXPT-16 23 23 01 A12.41 ________________ 05 A12.41 ________________ 05 A12.41 ________________ 09 A12.41 ________________ MIRR. 02 A12.41 ________________ 03 A12.41 ________________ 04 A12.41 ________________ CO L O R S T U C C O H E I G H T MA T C H E X I S T I N G B O T T O M D A R K E R EXPT-17 09 EXPT-16B 0108 EXPT-16 01 EXPT-16EXPT-16B 06 06 06 06 06 14 EXPT-17 01 15 EXPT-16 15 EXPT-17 01 16 EXPT-16 16 EXPT-17 EXPT-16 17 EXPT-16B EXPT-16 0102 EXPT-16 01 18 18 19 1920 EXPT-16 20 EXPT-16 23 CO L O R S T U C C O H E I G H T MA T C H E X I S T I N G B O T T O M D A R K E R COLOR STUCCO WIDTH MATCH EXISTING DARKER 0 1 2 84 SHEET NOTES GENERAL NOTES © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2023 HIGH SCOPE RENOVATION SERIAL NUM./MANH. ID: NRSP VERSION: 2.0 BULLETIN: 4-2023 1/4" = 1'-0" 3/ 5 / 2 0 2 4 2 : 3 8 : 5 8 P M BI M 3 6 0 :/ / 0 0 7 . 2 0 2 4 . 0 0 0 - B AC - E x t e r i o r R e n ov a t i o n s / 0 0 7 . 2 0 2 4. 1 4 8 _ C A 9 - 1 0 7 _ W es t A r c a d i a . r v t A09.00 EXTERIOR ELEVATIONS 007.2024.148 WEST ARCADIA 1234 S Baldwin Ave, Arcadia, CA 91007 CA9-107 SCALE:1/4" = 1'-0" EXTERIOR ELEVATION - PLAN WEST 1 SCALE:1/4" = 1'-0" EXTERIOR ELEVATION - PLAN SOUTH 2 GENERAL BOLLARD NOTES: A. ALL BOLLARD HEIGHTS TO MATCH 3 FT.EXISTING BOLLARDS WITH HEIGHTS 4 FT OR ABOVE TO BE CUT DOWN TO 3 FT AND RESLEEVED. B. BOLLARDS IN PARKING SPACES TO BE PLACED ON THE CURB, CENTERED TO THE STALL AND ADJACENT PARKING STRIPES. C. BOLLARDS PLACED IN AN ADA ACCESS MUST HAVE A MINIMUM 5 FT GAP TO MAINTAIN REQUIRED CLEARANCE. 1. ALL DIMENSIONS ARE TO BE CONFIRMED BY CONTRACTOR ON SITE. 2. ANY REQUIRED SIGNS , EXTERIOR LIGHTING OR SURFACE APPLIED ACCESSORIES TO HAVE INTERNALLY ROUTED CONDUITS. NO EXTERNAL ELECTRICAL CONDUITS TO BE APPLIED. 3. FOR ADDITIONAL GENERAL NOTES, LEGENDS AND SCHEDULES, REFER TO SHEET A00.00 4. EXISTING SECURITY CAMERAS, LIGHT FIXTURES & BOLLARDS TO REMAIN UNLESS OTHERWISE NOTED. FINISH SCHEDULE Finish Code Description Vendor Contact Ordered By Installed By EPS-5 PURE + FREEFORM, FLUSH REVEAL SYSTEM, 12" WIDE, ROMA NOCE #SN043, LUMIFLON FINISH JUSTIN HENNINGER - PURE + FREEFORM, 612.803.9307, JUSTIN@PUREFREEFORM.COM GC GC EXPT-16 BENJAMIN MOORE SILVER CHAIN 1472 LRV:57; FLAT. SAMRA R SAVIOZ(SAM) - ATLAS BTW, 561.863.6659, SAMRA.S@ATLASBTWSERVICES.COM; JOSH JAYNE - PPG, 312.590.2601, JJAYNE!PPG.COM; CHRISTOPHER CHERRY - PPG, 646.675.4468, CCHERRY@PPG.COM GC GC EXPT-16B PPG PAINT, EARLY EVENING 1006-3 LRV:58; FLAT SAMRA R SAVIOZ(SAM) - ATLAS BTW, 561.863.6659, SAMRA.S@ATLASBTWSERVICES.COM; JOSH JAYNE - PPG, 312.590.2601, JJAYNE!PPG.COM; CHRISTOPHER CHERRY - PPG, 646.675.4468, CCHERRY@PPG.COM GC GC EXPT-17 BENJAMIN MOORE CHARCOAL SLATE HC-178=PM-8 LRV:15, FLAT SAMRA R SAVIOZ(SAM) - ATLAS BTW, 561.863.6659, SAMRA.S@ATLASBTWSERVICES.COM; JOSH JAYNE - PPG, 312.590.2601, JJAYNE!PPG.COM; CHRISTOPHER CHERRY - PPG, 646.675.4468, CCHERRY@PPG.COM GC GC 18 INSTALL NEW BOLLARD 3' H X 8 7/8" DIAMETER AND ADD NEW BOLLARD COVER PER BAC STANDARDS. GRAY WITH RED REFLECTIVE STRIPES. 1/8" THICK HIGH DENISTY POLYETHLEND (HDPE). POST GUARD BY ENCORE COMMERCIAL PRODUCTS, INC. SEE STRUCTURAL DRAWINGS FOR DETAIL. 19 REMOVE EXISTING BOLLOARD COVER. CUT EXISTING BOLLARD HEIGHT DOWN TO 3' H. PROVIDE AND INSTALL NEW BOLLARD COVER 3' H X 8 7/8" DIAMETER PER BAC STANDARDS. GRAY WITH RED REFLECTIVE STRIPES. 1/8" THICK HIGH DENISTY POLYETHLEND (HDPE). POST GUARD BY ENCORE COMMERCIAL PRODUCTS, INC. 20 PAINT EXISTING TRASH ENCLOSURE. PREP AND REPAIR AS NECESSARY TO RECEIVE NEW PAINT. 23 EXISTING EXISTING EXPOSED CONDUITS TO REMAIN. PROTECT IN PLACE DURING DEMO AND CONSTRUCTION. PAINT TO MATCH THE NEW PAINT ON ADJACENT WALL. 09 PAINT EXISTING HANDRAIL. PREP AND REPAIR AS NECESSARY TO RECEIVE NEW PAINT. FINISH AS INDICATED. 10 PAINT EXISTING DOOR AND FRAME. 11 PAINT EXISTING GUTTER, DOWNSPOUT & CONDUCTOR. PREP AND REPAIR AS NECESSARY TO RECEIVE NEW PAINT. 12 REPLACE EXISTING LIGHT FIXTURES ON UNDERSIDE OF CANOPY WITH LED PER BAC STANDARDS TO MATCH THE ADJACENT SCHEDULED FINISH. REFER TO ELECTRICAL DRAWINGS FOR MORE DETAILS. PATCH AND REPAIR AFFECTED SURFACE AS NEEDED TO RECEIVE NEW FINISH. 13 CLEAN, REPAIR EXISTING WALKWAYS. 14 PAINT EXISTING TRASH ENCLOSURE DOORS. PREP AND REPAIR AS NECESSARY TO RECEIVE NEW PAINT. 15 PAINT EXISTING WINDOW MULLIONS. 16 PAINT EXISTING FLASHING. 17 PAINT UNDERSIDE OF EXISTING CANOPY. PREP AND REPAIR AS NECESSARY TO RECEIVE NEW PAINT. 01 PAINT EXISTING STUCCO FACADE. PREP AND REPAIR AS NECESSARY TO RECEIVE NEW PAINT. TYPICAL WHERE STUCCO EXISTS. 02 PAINT EXISTING CANOPY. PREP AND REPAIR AS NECESSARY TO RECEIVE NEW PAINT. TYPICAL WHERE EXISTING CANOPIES EXIST. 03 EXISTING STOREFRONT GLAZING TO REMAIN. CLEAN ALL SURFACES OF GLAZING AND MULLIONS. 04 PAINT EXISTING MECHANICAL ENCLOSURE. PREP AND REPAIR AS NECESSARY TO RECEIVE NEW PAINT. 05 EXISTING BUILDING SIGNAGE TO REMAIN. PROTECT IN PLACE DURING DEMO AND CONSTRUCTION. 06 REPLACE EXISTING LIGHT FIXTURE TO MATCH ADJACENT FINISH PER BAC STANDARDS.REFER TO ELECTRICAL PLANS FOR MORE DETAILS. 07 REMOVE EXISTING TILE FINISH. PREP TILE SUBSTRATE TO RECEIVE NEW FLUID APPLIED WATERPROOFING/AIR BARRIER AND CONTINUOUS WOOD NAILER PER STRUCTURAL DRAWINGS. PROVIDE NEW DRY JOINT METAL PANEL CLADDING. 08 NEW UPGRADED LANDSCAPING. REFER TO LANDSCAPE DRAWINGS FOR MORE INFORMATION. 12/29/2023 90% CONSTRUCTION DRAWING SET 01/24/2024 PERMIT SET EXPT-16B EXPT-17 05 01 16 EXPT-17 12 12 12 EXPT-17 0112 21 22 03 0606 06 EXPT-17 05 01 16 EXPT-16 16 EXPT-17 EXPT-16 15 EXPT-16 15 EXPT-16 15 EXPT-16B 04 EXPT-16 15 EXPT-16 01 06 01 15 16 06 05 16 04 COLOR STUCCO WIDTH MATCH EXISTING DARKER CO L O R S T U C C O H E I G H T MA T C H E X I S T I N G B O T T O M D A R K E R 0 1 2 84 SHEET NOTES GENERAL NOTES © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2023 HIGH SCOPE RENOVATION SERIAL NUM./MANH. ID: NRSP VERSION: 2.0 BULLETIN: 4-2023 1/4" = 1'-0" 3/ 5 / 2 0 2 4 2 : 3 9 : 0 2 P M BI M 3 6 0 :/ / 0 0 7 . 2 0 2 4 . 0 0 0 - B AC - E x t e r i o r R e n ov a t i o n s / 0 0 7 . 2 0 2 4. 1 4 8 _ C A 9 - 1 0 7 _ W es t A r c a d i a . r v t A09.01 EXTERIOR ELEVATIONS 007.2024.148 WEST ARCADIA 1234 S Baldwin Ave, Arcadia, CA 91007 CA9-107 SCALE:1/4" = 1'-0" EXTERIOR ELEVATION - PLAN EAST 1 SCALE:1/4" = 1'-0" EXTERIOR ELEVATION - PLAN NORTH 2 18 INSTALL NEW BOLLARD 3' H X 8 7/8" DIAMETER AND ADD NEW BOLLARD COVER PER BAC STANDARDS. GRAY WITH RED REFLECTIVE STRIPES. 1/8" THICK HIGH DENISTY POLYETHLEND (HDPE). POST GUARD BY ENCORE COMMERCIAL PRODUCTS, INC. SEE STRUCTURAL DRAWINGS FOR DETAIL. 19 REMOVE EXISTING BOLLOARD COVER. CUT EXISTING BOLLARD HEIGHT DOWN TO 3' H. PROVIDE AND INSTALL NEW BOLLARD COVER 3' H X 8 7/8" DIAMETER PER BAC STANDARDS. GRAY WITH RED REFLECTIVE STRIPES. 1/8" THICK HIGH DENISTY POLYETHLEND (HDPE). POST GUARD BY ENCORE COMMERCIAL PRODUCTS, INC. 20 PAINT EXISTING TRASH ENCLOSURE. PREP AND REPAIR AS NECESSARY TO RECEIVE NEW PAINT. 23 EXISTING EXISTING EXPOSED CONDUITS TO REMAIN. PROTECT IN PLACE DURING DEMO AND CONSTRUCTION. PAINT TO MATCH THE NEW PAINT ON ADJACENT WALL. 09 PAINT EXISTING HANDRAIL. PREP AND REPAIR AS NECESSARY TO RECEIVE NEW PAINT. FINISH AS INDICATED. 10 PAINT EXISTING DOOR AND FRAME. 11 PAINT EXISTING GUTTER, DOWNSPOUT & CONDUCTOR. PREP AND REPAIR AS NECESSARY TO RECEIVE NEW PAINT. 12 REPLACE EXISTING LIGHT FIXTURES ON UNDERSIDE OF CANOPY WITH LED PER BAC STANDARDS TO MATCH THE ADJACENT SCHEDULED FINISH. REFER TO ELECTRICAL DRAWINGS FOR MORE DETAILS. PATCH AND REPAIR AFFECTED SURFACE AS NEEDED TO RECEIVE NEW FINISH. 13 CLEAN, REPAIR EXISTING WALKWAYS. 14 PAINT EXISTING TRASH ENCLOSURE DOORS. PREP AND REPAIR AS NECESSARY TO RECEIVE NEW PAINT. 15 PAINT EXISTING WINDOW MULLIONS. 16 PAINT EXISTING FLASHING. 17 PAINT UNDERSIDE OF EXISTING CANOPY. PREP AND REPAIR AS NECESSARY TO RECEIVE NEW PAINT. 01 PAINT EXISTING STUCCO FACADE. PREP AND REPAIR AS NECESSARY TO RECEIVE NEW PAINT. TYPICAL WHERE STUCCO EXISTS. 02 PAINT EXISTING CANOPY. PREP AND REPAIR AS NECESSARY TO RECEIVE NEW PAINT. TYPICAL WHERE EXISTING CANOPIES EXIST. 03 EXISTING STOREFRONT GLAZING TO REMAIN. CLEAN ALL SURFACES OF GLAZING AND MULLIONS. 04 PAINT EXISTING MECHANICAL ENCLOSURE. PREP AND REPAIR AS NECESSARY TO RECEIVE NEW PAINT. 05 EXISTING BUILDING SIGNAGE TO REMAIN. PROTECT IN PLACE DURING DEMO AND CONSTRUCTION. 06 REPLACE EXISTING LIGHT FIXTURE TO MATCH ADJACENT FINISH PER BAC STANDARDS.REFER TO ELECTRICAL PLANS FOR MORE DETAILS. 07 REMOVE EXISTING TILE FINISH. PREP TILE SUBSTRATE TO RECEIVE NEW FLUID APPLIED WATERPROOFING/AIR BARRIER AND CONTINUOUS WOOD NAILER PER STRUCTURAL DRAWINGS. PROVIDE NEW DRY JOINT METAL PANEL CLADDING. 08 NEW UPGRADED LANDSCAPING. REFER TO LANDSCAPE DRAWINGS FOR MORE INFORMATION. GENERAL BOLLARD NOTES: A. ALL BOLLARD HEIGHTS TO MATCH 3 FT.EXISTING BOLLARDS WITH HEIGHTS 4 FT OR ABOVE TO BE CUT DOWN TO 3 FT AND RESLEEVED. B. BOLLARDS IN PARKING SPACES TO BE PLACED ON THE CURB, CENTERED TO THE STALL AND ADJACENT PARKING STRIPES. C. BOLLARDS PLACED IN AN ADA ACCESS MUST HAVE A MINIMUM 5 FT GAP TO MAINTAIN REQUIRED CLEARANCE. 1. ALL DIMENSIONS ARE TO BE CONFIRMED BY CONTRACTOR ON SITE. 2. ANY REQUIRED SIGNS , EXTERIOR LIGHTING OR SURFACE APPLIED ACCESSORIES TO HAVE INTERNALLY ROUTED CONDUITS. NO EXTERNAL ELECTRICAL CONDUITS TO BE APPLIED. 3. FOR ADDITIONAL GENERAL NOTES, LEGENDS AND SCHEDULES, REFER TO SHEET A00.00 4. EXISTING SECURITY CAMERAS, LIGHT FIXTURES & BOLLARDS TO REMAIN UNLESS OTHERWISE NOTED. FINISH SCHEDULE Finish Code Description Vendor Contact Ordered By Installed By EPS-5 PURE + FREEFORM, FLUSH REVEAL SYSTEM, 12" WIDE, ROMA NOCE #SN043, LUMIFLON FINISH JUSTIN HENNINGER - PURE + FREEFORM, 612.803.9307, JUSTIN@PUREFREEFORM.COM GC GC EXPT-16 BENJAMIN MOORE SILVER CHAIN 1472 LRV:57; FLAT. SAMRA R SAVIOZ(SAM) - ATLAS BTW, 561.863.6659, SAMRA.S@ATLASBTWSERVICES.COM; JOSH JAYNE - PPG, 312.590.2601, JJAYNE!PPG.COM; CHRISTOPHER CHERRY - PPG, 646.675.4468, CCHERRY@PPG.COM GC GC EXPT-16B PPG PAINT, EARLY EVENING 1006-3 LRV:58; FLAT SAMRA R SAVIOZ(SAM) - ATLAS BTW, 561.863.6659, SAMRA.S@ATLASBTWSERVICES.COM; JOSH JAYNE - PPG, 312.590.2601, JJAYNE!PPG.COM; CHRISTOPHER CHERRY - PPG, 646.675.4468, CCHERRY@PPG.COM GC GC EXPT-17 BENJAMIN MOORE CHARCOAL SLATE HC-178=PM-8 LRV:15, FLAT SAMRA R SAVIOZ(SAM) - ATLAS BTW, 561.863.6659, SAMRA.S@ATLASBTWSERVICES.COM; JOSH JAYNE - PPG, 312.590.2601, JJAYNE!PPG.COM; CHRISTOPHER CHERRY - PPG, 646.675.4468, CCHERRY@PPG.COM GC GC 12/29/2023 90% CONSTRUCTION DRAWING SET 01/24/2024 PERMIT SET NEW EXTERIOR METAL PANEL SYSTEM. BASIS OF DESIGN: PURE + FREEFORM. VERTICAL HAT CHANNEL. SEE STRUCTURAL DRAWINGS CONTINUOUS BACKING BAR PER STRUTURAL DRAWINGS EDGE TRIM PER MANUFACTURER INSTRUCTIONS BACKER ROD & SEALANT EXISTING FACE OF TILE SUBSTRATE. PREPARE IT TO BE FLAT TO RECEIVE NEW WATERPROOFING/AIR BARRIER AND CONTINUOUS WOOD NAILER PER STRUCURAL DRAWINGS WOOD NAILER PER STRUCTURAL DRAWINGS EXISTING EXTERIOR WALL TO REMAIN NEW FLUID APPLIED WATERPROOFING/AIR BARRIER NEW EXTERIOR METAL PANEL SYSTEM. BASIS OF DESIGN: PURE + FREEFORM. SEE STRUCTURAL DRAWINGS EXISTING FACE OF TILE SUBSTRATE. PREPARE IT TO BE FLAT TO RECEIVE NEW WATERPROOFING/AIR BARRIER AND CONTINUOUS WOOD NAILER PER STRUCURAL DRAWINGS BACKER ROD & SEALANT EXISTING EXTERIOR UNDERSIDE OF STRUCTURE WHERE OCCURS VERTICAL HAT CHANNEL. SEE STRUCTURAL DRAWINGS SEE STRUCTURAL DRAWINGS FOR ATTACHMENT DETAILS J CLOSURE WOOD NAILER PER STRUCTURAL DRAWINGS 1/ 2 " M A X . EXISTING BUILDING PAPER(S) TO REMAIN NEW FLUID APPLIED WATERPROOFING/AIR BARRIER CONT. ALUMINUM FLASHING AT BASE OR OPTION TO PROVIDE BACKER ROD AND SEALANT TOP OF EXISTING CONC. CURB NEW EXTERIOR METAL PANEL SYSTEM. BASIS OF DESIGN: PURE + FREEFORM, ATTACHED TO HAT CHANNEL. SEE STRUCTURAL DRAWINGS. VERTICAL HAT CHANNE. SEE STRUCTURAL DRAWINGS. SEE STRUCTURAL DRAWINGS FOR ATTACHMENT DETAILS EXISTING FACE OF TILE SUBSTRATE. PREPARE IT TO BE FLAT TO RECEIVE NEW WATERPROOFING/AIR BARRIER AND CONTINUOUS WOOD NAILER PER STRUCURAL DRAWINGS WOOD NAILER PER STRUCTURAL DRAWINGS 4" M I N . NEW FLUID APPLIED WATERPROOFING/AIR BARRIER NEW EXTERIOR METAL PANEL SYSTEM. BASIS OF DESIGN: PURE + FREEFORM. VERTICAL HAT CHANNEL. SEE STRUCTURAL DRAWINGS CONTINUOUS BACKING BAR PER STRUTURAL DRAWINGS EDGE TRIM PER MANUFACTURER INSTRUCTIONS BACKER ROD & SEALANT EXISTING FACE OF TILE SUBSTRATE. PREPARE IT TO BE FLAT TO RECEIVE NEW WATERPROOFING/AIR BARRIER AND CONTINUOUS WOOD NAILER PER STRUCURAL DRAWINGS EXISTING ATM SURROUND TO REMAIN WOOD NAILER PER STRUCTURAL DRAWINGS NEW FLUID APPLIED WATERPROOFING/AIR BARRIER AL I G N NEW EXTERIOR METAL PANEL SYSTEM. BASIS OF DESIGN: PURE + FREEFORM. VERTICAL HAT CHANNEL. SEE STRUCTURAL DRAWINGS CONTINUOUS BACKING BAR PER STRUTURAL DRAWINGS EDGE TRIM PER MANUFACTURER INSTRUCTIONS EXISTING FACE OF TILE SUBSTRATE. PREPARE IT TO BE FLAT TO RECEIVE NEW WATERPROOFING/AIR BARRIER AND CONTINUOUS WOOD NAILER PER STRUCURAL DRAWINGS EDGE TRIM EXISTING EXTERIOR STUCCO FINISHEXISTING BRICK FINISH WOOD NAILER PER STRUCTURAL DRAWINGS BACKER ROD & SEALANT EDGE LINE OF EXISTING CANOPY NEW FLUID APPLIED WATERPROOFING/AIR BARRIER NEW EXTERIOR METAL PANEL SYSTEM. BASIS OF DESIGN: PURE + FREEFORM. SEE STRUCTURAL DRAWINGS EXISTING FACE OF TILE SUBSTRATE. PREPARE IT TO BE FLAT TO RECEIVE NEW WATERPROOFING/AIR BARRIER AND CONTINUOUS WOOD NAILER PER STRUCURAL DRAWINGS BACKER ROD & SEALANT VERTICAL HAT CHANNEL. SEE STRUCTURAL DRAWINGS EDGE TRIM PER MANUFACTURE'S INSTRUCTIONS WOOD NAILER PER STRUCTURAL DRAWINGS LINE OF EXISTING ATM SURROUND BEYOND EDGE TRIM PER MANUFACTURE'S INSTRUCTIONS NEW FLUID APPLIED WATERPROOFING/AIR BARRIER © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2023 HIGH SCOPE RENOVATION SERIAL NUM./MANH. ID: NRSP VERSION: 2.0 BULLETIN: 4-2023 3" = 1'-0" 3/ 5 / 2 0 2 4 2 : 3 9 : 0 3 P M BI M 3 6 0 :/ / 0 0 7 . 2 0 2 4 . 0 0 0 - B AC - E x t e r i o r R e n ov a t i o n s / 0 0 7 . 2 0 2 4. 1 4 8 _ C A 9 - 1 0 7 _ W es t A r c a d i a . r v t A12.41 METAL CLADDING DETAILS 007.2024.148 WEST ARCADIA 1234 S Baldwin Ave, Arcadia, CA 91007 CA9-107 SCALE:3" = 1'-0" P&F METAL PANEL AT SIDE END DETAIL 09 SCALE:3" = 1'-0" P&F METAL PANEL AT TOP DETAIL 02 SCALE:3" = 1'-0" P&F METAL PANEL BASE DETAIL 04 SCALE:3" = 1'-0" P&F METAL PANEL AT ATM SIDE DETAIL 05 SCALE:3" = 1'-0" P&F METAL PANEL AT OPEN END DETAIL 01 SCALE:3" = 1'-0" P&F METAL PANEL AT ATM SURROUND 03 12/29/2023 90% CONSTRUCTION DRAWING SET 01/24/2024 PERMIT SET CR OS EXIT STAIR DOWN CLASS ROOM 123 EXIT MAX. _ _ _ OCCUPANTS IN CASE OF FIRE DO NOT USE ELEVATOR USE 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 EXIT SIGN; "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 B OCCUPANCY 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 OCCUPANTS EGRESS DOOR A MFU ENTRY 50%EMERGENCY EXIT 50% E E E E E E N N NCOMMON PATH OF 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 OCCUPANTS EGRESS 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 1010.1.2 1010.1.2 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 1005.3.1 1005.3.2 REFERENCE CODE SECTION 1006.2.1 TABLE 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 28202 TEL 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 DOOR WIDTH DOOR EGRESS CAPACITY FACTOR MAX OCCUPANTS ALLOWED BY DOOR WIDTH TOTAL CAPACITY EGRESS COMPONENT NO. OF OCCUPANTS EXITING 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 OCCUPANCY GROUP SPACE FUNCTION AREA PLUMBING OCCUPANCY LOAD FACTOR (CPC 422.1) PLUMBING OCCUPANT LOAD CALCULATED OCCUPANT LOAD FACTOR OCCUPANT LOAD 100 CENTRAL ZONE B BUSINESS 2159 SF 150 14.4 150 15 101 ATM ROOM B ACCESSORY STORAGE/MECH. EQUIPMENT 277 SF 150 1.8 300 1 102 HALL B ACCESSORY STORAGE/MECH. EQUIPMENT 105 SF 150 0.7 300 1 103 WELLNESS B BUSINESS 73 SF 150 0.5 150 1 104 STORAGE B ACCESSORY STORAGE/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 NEUTRAL RESTROOM B BUSINESS 68 SF 150 0.5 150 1 124 STORAGE B ACCESSORY STORAGE/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 ACCESSORY STORAGE/MECH. EQUIPMENT 307 SF 150 2.0 300 2 NUMBER NAME OCCUPANCY GROUP SPACE FUNCTION AREA PLUMBING OCCUPANCY LOAD FACTOR (CPC 422.1) PLUMBING OCCUPANT LOAD CALCULATED OCCUPANT LOAD FACTOR OCCUPANT LOAD 130 STORAGE B ACCESSORY STORAGE/MECH. EQUIPMENT 77 SF 150 0.5 300 1 131 JANITOR ROOM B ACCESSORY STORAGE/MECH. EQUIPMENT 38 SF 150 0.3 300 1 132 STORAGE B ACCESSORY STORAGE/MECH. EQUIPMENT 62 SF 150 0.4 300 1 TOTAL:6386 SF 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. SIGNAGE DETAILS 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 FOR REFERENCE ONLY CR EXIT STAIR DOWN CLASS ROOM 123 EXIT MAX. _ _ _ OCCUPANTS IN CASE OF FIRE DO NOT USE ELEVATOR USE 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 EXIT SIGN; "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 B OCCUPANCY 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 OCCUPANTS STAIR 1 * 112 OCC. MAX 12 OCCUPANTS STAIR 2 * LONGEST DIAGONAL 69' -11" EXIT ACCESS = 84'-3" EXIT SEPARATION 54' - 3" 3'- 1 1/4" COMMON PATH OF 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 1010.1.2 1010.1.2 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 1005.3.1 1005.3.2 REFERENCE CODE SECTION 1006.2.1 TABLE 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 28202 TEL 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 STAIR WIDTH STAIR EGRESS CAPACITY FACTOR MAX OCCUPANTS ALLOWED BY STAIR WIDTH TOTAL CAPACITY EGRESS COMPONENT NO. OF OCCUPANTS EXITING STAIR 1 * 34" 0.3 111.7 112 11 STAIR 2 * 34" 0.3 111.7 112 12NUMBER NAME OCCUPANCY GROUP SPACE FUNCTION AREA PLUMBING OCCUPANCY LOAD FACTOR (CPC 422.1) PLUMBING OCCUPANT LOAD CALCULATED OCCUPANT LOAD FACTOR OCCUPANT LOAD 200 STAIRS B BUSINESS 61 SF 0 150 1 201 CORRIDOR B BUSINESS 372 SF 0 150 3 202 FILE ROOM B ACCESSORY STORAGE/MECH. EQUIPMENT 252 SF 0 300 1 203 FILE ROOM B ACCESSORY STORAGE/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 ACCESSORY STORAGE/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 MECHANICAL ROOM B ACCESSORY STORAGE/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 ACCESSORY STORAGE/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 FOR REFERENCE ONLY 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% MFU ENTRY 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-49 TB-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-39 CW-3 CH-62 RH CH-60 CH-60TB-39 CH-62 RH CH-60 CH-60 TB-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 CLEQ EQ BCS-L SIGNAGE ABOVE 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 28202 TEL 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 PRIORITY SIGN. 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 FOR REFERENCE ONLY SN1.........GENERAL NOTES S1..........NEW PANEL DETAILS (THESE REQUIREMENTS ARE TO BE NOTED ON THE PLANS, OR IN THE SPECIFICATIONS.) IF ANY PIN FAILS TESTING, TEST ALL PINS OF THE SAME CATEGORY NOT PREVIOUSLY INSPECTOR'S SUPERVISION SHALL BE MADE OF APPROXIMATELY 1 N 10 PINS. SHALL BE APPLIED TO THE PIN. THEREAFTER, RANDOM TESTS UNDER THE PROJECT INSTALLATION. A TEST "PULL-OUT" LOAD OF NOT LESS THAN TWICE THE DESIGN LOAD PROJECT INSPECTOR. HE SHALL OBSERVE THE TESTING OF THE FIRST 10 FASTENER TESTING - THE OPERATOR, TOOL, AND FASTENER SHALL BE PREQUALIFIED BY THE MEET ANSI A10.0 STANDARD AS REQUIRED BY THE MANUFACTURER AND ALL OSHA REQUIREMENTS. WHICHEVER IS LESS. QUALIFICATION FOR USE OF ALL POWER ACTUATED TOOLS MUST THE ALLOWABLE LOADS SHALL BE 100 POUNDS OR 80% OF ICBO APPROVED VALUES, ICBO APPROVAL FOR THE TYPE OF CONCRETE USED ON THE JOB. SHOT PINS MAY NOT LIKE ACOUSTICAL CEILINGS, DUCT WORK, CONDUIT, ETC. ANY SHOT ANCHORS MUST HAVE BE USED IN TENSION TO SUPPORT LOADS LESS THAN 100 POUNDS FOR MINOR LOADS SHOT PINS MAY BE USED FOR SHEAR LOADS AND THEY MAY TESTED UNTIL TWENTY (20) CONSECUTIVE PASS, THEN RESUME THE INTIAL TESTING REQUENCY. BE USED IN CONCRETE CURBS OR CONCRETE EDGES. 1.ALL WORK SHALL COMPLY WITH TITLE 24 CALIFORNIA BUILDING CODE, 2022 EDITION. 2.ALL DRAWINGS AND SPECIFICATIONS ARE CONSIDERED TO BE A PART OF THE CONTRACT DOCUMENTS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REVIEW AND COORDINATION OF ALL DRAWINGS AND SPECIFICATIONS PRIOR TO THE START OF CONSTRUCTION. ANY DISCREPANCIES THAT OCCUR SHALL BE BROUGHT TO THE ATTENTION OF THE EOR, THE ARCHITECT AND THE OWNER REPRESENTATIVE. PRIOR TO THE START OF CONSTRUCTION SO THAT A CLARIFICATION CAN BE ISSUED. ANY WORK PERFORMED IN CONFLICT WITH THE CONTRACT DOCUMENTS OR ANY CODE REQUIREMENTS SHALL BE CORRECTED BY THE CONTRACTOR AT HIS OWN EXPENSE AND AT NO EXPENSE TO THE OWNER. 3.ALL SYMBOLS AND ABBREVIATIONS USED ON THE DRAWINGS ARE CONSIDERED TO BE CONSTRUCTION STANDARDS. IF CLARIFICATION IS REQUIRED, THE CONTRACTOR SHALL NOTIFY THE EOR AND THE ARCHITECT PRIOR TO PROCEEDING WITH THE WORK. 4.ALL DIMENSIONS AND THE SITE CONDITIONS SHALL BE VERIFIED BY THE CONTRACTOR AT THE JOB SITE PRIOR TO BID SUBMITTAL, START OF SHOP DRAWINGS, START OF CONSTRUCTION, AND/OR FABRICATION OF MATERIALS. IF DISCREPANCIES ARE ENCOUNTERED, OR CONDITIONS DEVELOP NOT COVERED BY THE CONTRACT DOCUMENTS, THE OWNER SHALL BE NOTIFIED FOR CLARIFICATION. 5.CONTRACTOR SHALL PROVIDE AND BE RESPONSIBLE FOR THE PROTECTION AND REPAIR OF ADJACENT EXISTING SURFACES AND AREAS WHICH MAY BE DAMAGED AS A RESULT OF NEW WORK. 6.DO NOT SCALE DRAWINGS. PRINTED DIMENSIONS HAVE PRECEDENCE OVER SCALED DRAWINGS AND LARGE SCALE OVER SMALL. 7.TYPICAL DETAILS SHALL APPLY IN GENERAL CONSTRUCTION UNLESS SPECIFICALLY DETAILED. WHERE NO DETAILS ARE GIVEN, CONSTRUCTION SHALL BE AS SHOWN FOR SIMILAR WORK & PER TYP DETAILS. 8.THE CONTRACT DOCUMENTS AND SPECIFICATIONS REPRESENT THE FINISHED STRUCTURE. THESE DO NOT INDICATE THE METHOD OF CONSTRUCTION. THE CONTRACTOR SHALL PROVIDE ALL MEASURES NECESSARY TO PROTECT THE STRUCTURE AND SAFETY OF WORKMEN DURING CONSTRUCTION. SUCH MEASURES SHALL INCLUDE BUT NOT BE LIMITED TO, BRACING, SHORING FOR LOADS DUE TO CONSTRUCTION EQUIPMENT, ETC. OBSERVATION VISITS TO THE SITE BY THE CITY OR STRUCTURAL ENGINEER SHALL NOT INCLUDE INSPECTION OF THE ABOVE ITEMS AND DOES NOT IN ANY WAY RELIEVE THE CONTRACTOR OF HIS RESPONSIBILITIES FOR THE ABOVE. 9.FOR TRENCHES OR EXCAVATIONS (5) FIVE FEET OR MORE IN DEPTH INTO WHICH A PERSON IS REQUIRED TO DESCEND, THE CONTRACTOR IS TO OBTAIN THE NECESSARY PERMIT FROM THE STATE OF CALIFORNIA, DIVISION OF INDUSTRIAL SAFETY, PRIOR TO THE ISSUANCE OF A BUILDING PERMIT. 10.NO HOLES, NOTCHES, BLOCKOUTS, ETC. ARE ALLOWED IN STRUCTURAL ELEMENTS UNLESS DETAILED ON THE STRUCTURAL DRAWINGS OR APPROVED BY THE STRUCTURAL ENGINEER AND OWNER. 11.ALL INFORMATION SHOWN ON THE DRAWINGS RELATIVE TO EXISTING CONDITIONS IS GIVEN AS THE BEST PRESENT KNOWLEDGE FROM PLANS SUPPLIED BY THE OWNER, BUT WITHOUT GUARANTEE OF ACCURACY. WHERE ACTUAL CONDITIONS CONFLICT WITH THE DRAWINGS, THEY SHALL BE REPORTED TO THE UNIVERSITY REPRESENTATIVE OR ENGINEER SO THAT PROPER CLARIFICATION MAY BE MADE. MODIFICATION OF DETAILS OF CONSTRUCTION SHALL NOT BE MADE WITHOUT WRITTEN APPROVAL OF STRUCTURAL ENGINEER AND OWNER. 12.IN CASE OF DISCREPANCIES BETWEEN NOTES ON THIS SHEET & PROJECT SPECIFICATIONS, THE PROVIDED NOTES SHALL TAKE PRECEDENCE OVER SPECS. 13.CUTTING, BORING, SAW CUTTING OR DRILLING INTO (E) OR (NEW) STRUCTURAL ELEMENTS SHALL BE SPECIFICALLY DETAILED OR OTHERWISE APPROVED BY EOR. # NUMBER OR POUNDS CL CENTER LINE BM. BEAM BEAM BEAM DET. DETAIL CLR. CLEAR CONT. CONTINUOUS CONC. CONCRETE COL. COLUMN BTWN. BETWEEN BOTT. BOTTOM B.O.F. BOTTOM OF FOOTING ANCH. ANCHOR A.B. ANCHOR BOLT DWG. DRAWING DIM. DIMENSION -3" SLAB DEPRESSION EA. EACH FIN. FINISH EXP. EXPANSION EXIST. EXISTING ELECTL. ELECTRICAL EL ELEVATION E.W. EACH WAY E.F. EACH FACE EXTR. EXTERIOR F.O.W. FACE OF WALL F.O.S. FACE OF STUD F.O.C. FACE OF CONCRETE FDN. FOUNDATION ELEV. ELEVATOR OR ELEVATION GA. GAUGE JT. JOINT INTR. INTERIOR MFR. MANUFACTURER MECHL.MECHANICAL MAX. MAXIMUM M.B. MACHINE BOLT LT. WT. LIGHTWEIGHT HORIZ. HORIZONTAL H.S.B. HIGH STRENGTH BOLT GR. BM. GRADE BEAM FRT. FIRE RETARDANT FRMG. FRAMING FLR. FLOOR MTL. METAL PL. PLATE REINF. REINFORCING PLCS. PLACES P.H. PENTHOUSE O.C. ON CENTER NO. NUMBER PSF POUNDS PGR SQ.FT. N.T.S. NOT TO SCALE N.I.C. NOT IN CONTRACT SIM. SIMILAR SIMP. SIMPSON SEPN. SEPARATION SECT. SECTION S.W.S. SHEAR WALL SCHL. SCHEDULE S. FOOTING STEP MIN. MINIMUM STL. STEEL THK. THICK STIFF. STIFFENER T.O.W. TOP OF WALL T.O.S. TOP OF STEEL T.O. TOP OF DRAWINGS S.O.G. SLAB ON GRADE S.A.D. SEE ARCHITECTURAL SYM. SYMMETRICAL SUPPT. SUPPORT STD. STANDARD SQ. SQUARE V.O.S. VERIFY ON SITE V.O.J. VERIFY ON JOB TYP. TYPICAL SPEC. SPECIFICATION U.N.O. UNLESS NOTED OTHERWISE DWL. DOWEL W/ WITH WT. WEIGHT WJ. WALL JOINT VERT. VERTICAL EXISTING CONSTRUCTION SHOWN ON THE STRUCTURAL DRAWINGS WAS OBTAINED FROM EXISTING DRAWINGS. THE CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS AND SHALL NOTIFY THE ARCHITECT OF ALL EXCEPTIONS BEFORE PROCEEDING WITH THE WORK. THE REMOVAL, CUTTING, DRILLING, ETC. OF EXISTING WORK SHALL BE PERFORMED WITH GREAT CARE AND SMALL TOOLS IN ORDER NOT TO JEOPARDIZE THE STRUCTURAL INTEGRITY OF THE BUILDING. IF EXISTING STRUCTURAL MEMBERS, NOT INDICATED FOR REMOVAL, INTERFERE WITH THE NEW WORK, THE ENGINEER SHALL BE NOTIFIED IMMEDIATELY, AND APPROVAL OBTAINED, BEFORE REMOVAL OF THE EXISTING MEMBERS. THE CONTRACTOR SHALL SAFELY SHORE EXISTING CONSTRUCTION WHEREVER EXISTING SUPPORTS ARE REMOVED TO ALLOW INSTALLATION OF THE NEW WORK. THE EXISTING CONSTRUCTION SHALL BE CONNECTED AND/OR EMBEDDED INTO THE NEW CONSTRUCTION AS SHOWN OR SPECIFIED. THE CONTRACTOR SHALL VISIT THE SITE AND VERIFY ALL EXISTING CONDITIONS BEFORE BIDDING. THE CONTRACTOR SHALL PROVIDE PEDESTRIAN PROTECTION DURING DEMOLITION AND CONSTRUCTION AS REQUIRED BY 2016 CBC CHAPTER 33 WHERE APPLICABLE. TEMPORARY BARRICADE: CONTRACTOR TO OBTAIN TEMPORARY BARRICADE APPROVAL PRIOR TO CONSTRUCTION FROM THE FIRE DEPARTMENT. 1.REFER TO ARCH. SHEETS FOR DEMOLITION NOTES. 2.ALL (E) UTILITIES, DUCTS, CONDUITS, PIPES, SIGNS, JOINTS, ELEC PANELS & BOXES, DOOR, WINDOWS, CHAIN FRAME CEILINGS & OTHER ARCH'L. TREATMENTS SHALL BE REMOVED TEMPORARILY AS NEEDED & REINSTALLED TO IT'S ORIGINAL CONDITION & IN AGREEMENT WITH CODE STANDARDS. SUPPORTS & BRACES SHALL BE IN ACCORDANCE WITH SMACNA GUIDELINES. IT'S CONTRACTOR'S RESPONSIBILITY TO CLEARLY DOCUMENT (E) CONDITIONS & PREPARE SUBMITTAL PACKAGE(S) TO OBTAIN OWNERS & EOR'S APPROVALS PRIOR TO REINSTALLING OF THESE ITEMS. 3.DEMOLITION WORK SHALL BE FULLY COORDINATED WITH THE OWNER'S REPRESENTATIVES FOR SEQUENCE AND TIME FRAME. 1.ALL SAWN LUMBER SHALL BE DOUGLAS FIR OR WESTERN LARCH, U.N.O. 2.GRADE MARKED BY A RECOGNIZED GRADING AGENCY (WWPA OR WCLIB). WOOD GRADES ARE TO BE AS FOLLOWS U.N.O.: ·BEAMS___________________________________LSL OR PRL OR GLB UNO ·HEADERS_________________________________NO.1 ·POSTS AND TIMBERS________________________NO.1 ·PLATES___________________________________NO.2 ·STUDS @ NON-BEARING WALLS_______________NO.2 ·STUDS @ BEARING/SHEAR WALLS _____________NO.1, U.N.O. ·RAFTERS AND ROOF JOISTS___________________NO.2 ·FLOOR JOIST_______________________________NO.1 ·SILL PLATES PRESSURE TREATED ·FOR MOISTURE RESISTANCE (SEE NOTE #23.)____NO.2 ·TJI_______________________________________PER PLAN OR EQ. ·OPEN WEB TRUSSES_________________________PER PLAN & APPROVED MANUF. ·ROOF TRUSSES_____________________________PER PLAN & APPROVED MANUF. 3.WHERE WOOD IS IN CONTACT WITH CONCRETE OR MASONRY USE FOUNDATION REDWOOD OR DOUGLAS FIR PRESSURE TREATED FOR MOISTURE RESISTANCE. CORROSION RESISTANCE BOLTS ARE REQUIRED FOR "CHEMICALLY THREATED SILLS". 4.PLYWOOD SHALL BE DOUGLAS FIR CONFORMING TO U.S. PRODUCT STANDARDS PS 1-83, WITH EXTERIOR GLUE AND SHALL BE GRADE MARKED BY APA. PLYWOOD AT EXPOSED EAVES SHALL BE EXPOSURE I GRADE PLYWOOD. PLYWOOD SHALL BE STRUCTURAL- I FOR FLOOR DIAPHRAGMS & SHEAR WALLS. OSB PANELS MAY BE USED IF HAVE EQUIVALENT PROPERTIES. FOR FLOORS AND NON-SHEAR WALLS SEE NOTE #23.3 & #23.5. 5.U.N.O. ALL DAMAGED OR DETERIORATED LUMBER SHALL BE REPLACED WITH EQUAL SECTION AND EQUAL OR BETTER GRADE AS SPECIFIED ON THESE DRAWINGS. 6.ALL BOLTS FOR WOOD CONNECTIONS SHALL BE A307, GRADE A. WHERE WOOD IS BOLTED TO STEEL, USE A LOCK WASHER UNDER THE NUT ON THE STEEL SIDE. 7.ALL BOLT HEADS AND NUTS THAT BEAR AGAINST THE FACE OF WOOD MEMBERS SHALL BE PROVIDED WITH METAL SQUARE WASHERS AS INDICATED ON PLANS. 8.ALL STUD WALLS SHALL HAVE FIRE BLOCKING AT 5'-0" O.C. MAXIMUM, VERTICAL UNLESS ALLOWED BY CODE. 9.BLOCKING SHALL BE INSTALLED AT THE TOP OF ALL BEARING AND SHEAR WALLS. 10.PROVIDE DOUBLE FLOOR JOISTS UNDER PARALLEL PARTITIONS. 11.PROVIDE 2X3 CROSS-BRIDGING OR 2X SOLID BLOCKING AT A MINIMUM OF 8'-0" O.C. FOR FLOOR JOISTS (CONTACT METAL BRIDGING OR EQUAL MAY BE USED). 12.HOLES AND NOTCHES IN STRUCTURAL MEMBERS FOR PIPES AND CONDUIT SHALL COMPLY WITH THE BUILDING CODE & PROVIDED TYP. DETAILS. 13.ALL BOLT HOLES SHALL BE DRILLED A MIN. OF 1/32" TO A MAX. OF 1/16" LARGER IN DIAMETER THAN THE NOMINAL SIZE OF BOLT USED. 14.EACH SHEET OF PLYWOOD SHALL HAVE 2' MIN. SHEET DIMENSION UNLESS ALL EDGES OF THE UNDERSIZED SHEETS ARE SUPPORTED BY FRAMING MEMBERS OR BLOCKING. 15.THREADED PORTION OF LAG SCREWS SHALL BE TURNED NOT DRIVEN INTO THE PRE-DRILLED HOLE. 16.ALL NAILS SHALL BE COMMON WIRE NAILS U.N.O. 17.IF GUN NAILING IS USED, REDUCE THE SPECIFIED NAIL SPACING BY 20% UNLESS THE HEADS DO NOT PENETRATE INTO THE SHT'G.. 18.ALL NAILS SHALL BE GALVANIZED WHERE EXPOSED TO WEATHER. 19.EXCEPT WHERE TOE NAIL IS REQUIRED, NAILS SHALL BE DRIVEN PERPENDICULAR. PRE-DRILL FOR ALL NAILS 20d OR LARGER. 20.TJI, PARALLAM, AND TIMBER STRANDS SHALL BE ICC APPROVED PER SPECIFICATIONS. ALSO SEE SPECIAL INSPECTION & SHOP DRAWING NOTES ON THIS SHEET. 21.USE SIMPSON OR OTHER EQUIVALENT ICC APPROVED HARDWARE FOR ALL CONNECTION PER PLAN NOTES AND SPECIFICATIONS. 22.ROOF TRUSSES SHALL BE DESIGNED & STAMPED BY MANUFACTURE'S ENGINEER. SHOP DRAWING SHALL BE PREPARED PER NOTES ON THIS SHEET. 23.1- “Structural sawn lumber shall be identified by the grade mark of an approved lumber grading or inspection agency in accordance with DOC PS 20 or equivalent.” (CBC 2303.1.1) 2- “Structural glue-laminated timbers shall be manufactured and identified as required in ANSI/AITC A 190.1 and ASTM D 3737.” (CBC 2303.1.3) 3- “Wood structural panels shall conform to the requirements for their type in DOC PS 1, DOC PS 2, or ANSI/APA PRP 210.” (CBC 2303.1.4) 4- “Nails and staples shall conform to the requirements of ASTM F 1667.” (CBC 2303.6) 5- “Floor and Roof sheathing shall have a min of span rating of 40/20. Single floor sheathing shall have a min span ratio of 20 o.c. (CBC 2304.7) 6- Fasteners in contact with preservative-treated wood, or fire-retardant-treated wood used in exterior applications or wet/damp locations, shall be of hot-dipped zinc-coated galvanized steel, stainless steel, silicon bronze, or copper. (CBC 2304.9.5.1) 24.EDGE OF SQUARE SHEATHING PLYWOOD PANELS SHALL BE BLOCKED OR T&G AS SPECIFIED ON PLANS. 1.MANUFACTURER'S FIELD REPRESENTATIVE SHALL PROVIDE INSTALLATION TRAINING FOR ALL PRODUCTS TO BE USED PRIOR TO COMMENCEMENT OF WORK; ONLY PROPERLY TRAINED INSTALLERS SHALL PERFORM POST INSTALLED ANCHOR INSTALLATION. 2.INSTALLATION OF ADHESIVE ANCHORS IN HORIZONTAL TO VERTICAL ORIENTATION SHALL BE DONE BY A CERTIFIED ADHESIVE INSTALLER (AAI) AS CERTIFIED THROUGH ACI AND IN ACCORDANCE WITH THE CURRENT EDITION OF ACI 318. 3.EMBEDMENT DEPTH FOR ANCHORS AND DOWELS IS AS FOLLOWS, UNLESS OTHERWISE NOTED THE TESTING LABORATORY WILL PERFORM TENSION TESTS ON 25% OF ANCHORS AND DOWELS TO THE SPECIFIED TEST LOADS: ROD DIA. OR 3/8" BAR SIZE EMBEDMENT TEST LOAD BASE MATERIAL 4"3,000#CONCRETE 1/2"5"4,500#CONCRETE 5/8"6"6,500#CONCRETE 3/4"7"9,000#CONCRETE 7/8"9"11,000#CONCRETE CONCRETE CONCRETE CONCRETE CONCRETE CONCRETE 1"11"15,000# 1-1/4"14"20,000# #3 5"3,500# #4 6-1/2"5,500# #5 8"8,500# #6 10"12,000#CONCRETE #7 12"16,500#CONCRETE #8 14"12,500#CONCRETE #9 16"23,000#CONCRETE #10 19"26,000#CONCRETE 4.ANCHORS SHALL CONFIRM WITH ASTM A193 GRADE B7 THREADED RODS USING ASTM A 563 GRADE DH HEAVY HEX NUTS AND ASTM F436 WASHERS U.N.O.. 5.REPLACE ANCHORS AND DOWELS THAT FAIL DURING TESTING AND RETEST. IF MORE THAN 10% OF THE TESTED DOWELS AND ANCHORS FAIL TO ACHIEVE THE SPECIFIED TEST LOAD, TEST 100% OF THE DOWELS AND ANCHORS INSTALLED IN THE LAST 2 DAYS OF ANCHOR INSTALLATION. 6.CENTER BAR IN THE HOLE AND WEDGE TIGHT WITH WOODEN WEDGES TO HOLD IT IN PLACE UNTIL THE ADHESIVE SETS. 7.IF REINFORCEMENT IS ENCOUNTERED DURING DRILLING, ABANDON AND SHIFT THE HOLE LOCATION TO AVOID THE REINFORCEMENT. PROVIDE A MINIMUM OF 2 ANCHOR DIAMETERS OR 1 INCH, WHICHEVER IS LARGER, OF SOUND CONCRETE BETWEEN THE DOWEL AND THE ABANDONED HOLE. FILL THE ABANDONED HOLE WITH NON-SHRINK IF THE ANCHOR OR DOWEL MAY NOT BE SHIFTED AS NOTED ABOVE. THE ENGINEER WILL DETERMINE A NEW LOCATION. 8.LOCATE REINFORCEMENT AND CONFIRM FINAL ANCHOR LOCATIONS PRIOR TO FABRICATING PLATES, MEMBERS, OR OTHER STEEL ASSEMBLES ATTACHED WITH ADHESIVE ANCHORS. WIND PARAMETERS BASIC WIND SPEED= 95 EXPOSURE "C" I =1.0 THE SEISMIC DESIGN CRITERIA: SITE CLASS "Default" SEISMIC DESIGN CATEGORY "E" ANCHOR BOLTS SHALL BE ONE OF THE FOLLOWING ACCEPTABLE PRODUCTS, OR AN EQUIVALENT. NO DRILLED-IN ANCHOR IS ALLOWED IN POST TENSIONED SLABS TO AVOID DAMAGING/CUTTING TENDONS & REINFORCEMENT, UNLESS THE LOCATION IS CLEARED BY NONDESTRUCTIVE TESTING OF UNDERGROUND PENETRATING RADAROR X-RAY. (PACHOMETER READING IS NOT ACCEPTABLE) ·EPOXY/ADHESIVE ANCHORS (FOR TEST FREQUENCY AND LOADS SEE NOTES BELOW) POWER AC-100 GOLD, ICC-ESR#3200 (FOR MASONRY) HILTI RESD500-V3 ADHESIVE SYSTEM, ESR#3814 SIMPSON EPOXY-TIE SET, ICC-ESR#2508 (FOR CONC.) ·EXPANSION-TYPE ANCHORS (FOR INSTALLATION SEE SCHEDULE BELOW) HILTI -TZ2 (ESR#4266) (FOR CONCRETE) HILTI -TZ2 (ESR#4561) (FOR MASONRY) ·SCREW TYPE ANCHORS SIMPSON TITEN HD (ESR#1056) (FOR MASONRY) FOR EMBEDED BOLTS & DOWELS REFER TO DETAILS. EQUIVALENT PRODUCTS WITH VALID & CURRENT ICC REPORT FOR USE UNDER SEISMIC LOADING IS ACCEPTABLE. FOR REPRESSION AND INSTALLATION, REFER TO MANUFACTURES' RECOMMENDATIONS FOR INSPECTION AND TESTING PROGRAM, SEE SHEET SN2 SPECIAL INSPECTION (PERIODIC OR CONTINUOUS), SHALL BE IN ACCORDANCE WITH CBC 2022, BY A REGISTERED DEPUTY BUILDING INSPECTOR APPROVED BY THE BUILDING OFFICIALS & LOCAL AUTHORITIES, SPECIAL INSPECTION IS REQUIRED FOR THE FOLLOWING TYPES OF WORK. SEE PROJECT SPECIFICATIONS FOR OTHER SPECIFIC REQUIREMENTS. A.ALL CONCRETE WORK INCLUDING, BUT NOT LIMITED TO, REINFORCEMENT PLACEMENT (PERIODIC) AND PLACEMENT OPERATIONS AND TAKING OF TEST SPECIMENS. (CONTINUOUS) B.INSTALLATION OF EXPANSION & EPOXY ANCHORS (CONTINUOUS)& HOLDOWNS (PERIODIC) C.ALL FOUNDATION WORK (PERIODIC) D.MASONRY (CONTINUOUS) E.BOLTED WOOD CONNECTIONS: DRAGSTRUTS & HOLDOWNS (PERIODIC) F.REGISTERED INSPECTION ARE REQUIRED FOR THE FOLLOWING ITEMS: 1. CONCRETE WITH Fc > 2500 PSI 2. REINFORCING STEEL FOR CONCRETE 3.MASONRY - CONTINUOUS 4.EPOXY ANCHORS/DOWELS 5.SPECIAL INSPECTION BY A REGISTERED DEPUTY INSPECTOR IS REQUIRED FOR FIELD WELDING, CONCRETE STRENGTH > 2500 PSI 6.FIELD WELDING 7.WELDED STUDS 8.HIGH STRENGTH BOLTS 9.FIREPROOFING MATERIAL ON STEEL MEMBERS G. PREFABRICATED WOOD ELEMENTS; ALL PREFABRICATED WOOD ELEMENTS INCLUDING PARALAM, TJI, TIMBERSTRAND & OPEN TRUSSES ETC.. SHALL BE PERIODICALLY INSPECTED AT THE FABRICATION SITE AND A PROOF OF INSPECTION OR CERTIFICATE SHALL BE SUBMITTED TO THE JOB INSPECTOR FOR THEIR REVIEW AND APPROVAL. JOB SITE INSPECTOR SHALL APPROVE THESE CERTIFICATE BEFORE IT CAN BE INSTALLED. H. STRUCTURAL WOOD SEISMIC FORCE RESISTING SYSTEMS: 1.CONTINUOUS SPECIAL INSPECTION SHALL BE REQUIRED DURING FIELD GLUING OPERATIONS OF ELEMENTS OF THE SEISMIC FORCE-RESISTING SYSTEM. 2.PERIODIC SPECIAL INSPECTION SHALL BE REQUIRED FOR NAILING, BOLTING, ANCHORING AND OTHER FASTENING OF ELEMENTS OF THE SEISMIC FORCE-RESISTING SYSTEM, INCLUDING WOOD SHEAR WALLS, WOOD DIAPHRAGMS, DRAG STRUTS, BRACES, SHEAR PANELS AND HOLD-DOWNS. S2..........NEW BOLLARD DETAILS \\gensler.ad\Projects\07\07.2024.086\CAD\Translations\Out\20230117_Issue for Engineering\07-2024-086_BofA-Eastland-XXRP_V21-BofALOGO2019B&W-13552463.png © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2018 Tel 949.863.9434 Fax 949.553.1676 4675 MacArthur Court Suite 100 Newport Beach, CA 92660 United States SERIAL NUM./MANH. ID: DESIGNATION: NRSP VERSION:2.0 BULLETIN:4-2022 EXTERIOR RENOVATION 1234 S Baldwin Ave, Arcadia, CA 91007 CA7-158 Flagship 01/24/2024 PERMIT SET SN1 GENERAL NOTES ADJACENT BUILDING BA L D W I N A V E . ADJACENT BUILDING 9'-0" 8'-0 " 9'-0" 9'-0" 8'-0 " 9'-0 " 9'-0" 4'- 8 " 4'-8 " 5'-0" NO PA 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 (E) BANK OF AMERICA BUILDING R RNN R R R R - 2 SIM. MIRR. ATM KIOSK USE STUD FINDER TO ACCURATELY LOCATE/MARK (E) STUDS N.T.S. KEY PLAN N WEST ELEVATION 1 SCALE: 1/4" = 1'-0" S1 NEW PANEL DETAILS SECTION 2 SECTION 4 SECTION 3 - 1 1.PRIOR TO DEMOLITION WORK, SEE GENERAL NOTES ON SN1. FOR EXACT EXTENT OF DEMOLITION WORK REFER TO THE ARCH. DWG'S. 2.ALL EXISTING FRAMING MEMBERS THAT ARE BEING CUT/NOTCHED/TRIMMED SHALL BE PROPERLY SECURED BY SHORING. LOCATIONS AND SIZES OF ALL EXISTING STRUCTURAL ELEMENTS SHALL BE FIELD VERIFIED & ANY DISCREPANCIES BE REPORTED. DIMENSIONS AND DISTANCES SHALL BE FIELD VERIFIED AND ADJUSTED, AS NEEDED. LEGEND \\gensler.ad\Projects\07\07.2024.086\CAD\Translations\Out\20230117_Issue for Engineering\07-2024-086_BofA-Eastland-XXRP_V21-BofALOGO2019B&W-13552463.png © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2018 Tel 949.863.9434 Fax 949.553.1676 4675 MacArthur Court Suite 100 Newport Beach, CA 92660 United States SERIAL NUM./MANH. ID: DESIGNATION: NRSP VERSION:2.0 BULLETIN:4-2022 EXTERIOR RENOVATION 1234 S Baldwin Ave, Arcadia, CA 91007 CA7-158 Flagship 01/24/2024 PERMIT SET STUDS SHALL BE DF#1, U.N.O. FOR MATERIAL INFO ON ALL OTHER WOOD MEMBERS SEE SN1. - 3 - 4B - 2 NEW BOLLARD ADJACENT BUILDING 9' - 0 " 9' - 0 " 9' - 0 " 4 ' - 8 " 4' - 8 " NO P A R K I N G - 1 - 2 NEW BOLLARD ADJACENT BUILDING BA L D W I N A V E . ADJACENT BUILDING 9'-0" 8'-0 " 9'-0" 9'-0 " 8'-0" 9'-0 " 9'- 0 " 4' - 8 " 4'- 8 " 5'-0" 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 4" PLACE 2 SETS OF #4 TIES @ 2" o.c. @ TOP BALANCE #4 @ 12" o.c.AA 3" 8 7 8" O.D. STAND GALVANIZED STEEL PIPE FILL WITH PLAIN CONCRETE (OR MATCH EXISTING) 1 2" EXPENSION JOINT GROUT SOLID CONC. WALK OR ASPHALT PAVEMENT 6-#4 VERT. BARS w/ #3 HOOPS @ 8" o.c. MAX. 4' - 0 " MI N . SE E A R C H . 3' - 0 " SE E A R C H / C I V I L . 2' - 6 " #3 @ 8" O.C. CLOSE HOOPS A-A 6-#4 \\gensler.ad\Projects\07\07.2024.086\CAD\Translations\Out\20230117_Issue for Engineering\07-2024-086_BofA-Eastland-XXRP_V21-BofALOGO2019B&W-13552463.png © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2018 Tel 949.863.9434 Fax 949.553.1676 4675 MacArthur Court Suite 100 Newport Beach, CA 92660 United States SERIAL NUM./MANH. ID: DESIGNATION: NRSP VERSION:2.0 BULLETIN:4-2022 EXTERIOR RENOVATION 1234 S Baldwin Ave, Arcadia, CA 91007 CA7-158 Flagship 01/24/2024 PERMIT SET S2 NEW BOLLARD DETAILS ENLARGED PLAN 1 SCALE:NTS SITE PLAN SCALE: NTS TYP. BOLLARD SUPPORT DETAIL SCALE: NTS 2 LOCATIONS AND SIZES OF ALL EXISTING STRUCTURAL ELEMENTS SHALL BE FIELD VERIFIED & ANY DISCREPANCIES BE REPORTED. DIMENSIONS AND DISTANCES SHALL BE FIELD VERIFIED AND ADJUSTED, AS NEEDED. FOR EXACT LOCATION OF VARIOUS ELEMENTS, PLEASE COORDINATE WITH THE LATEST CIVIL/ARCHITECTURAL DRAWINGS 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-14 TA-16 3'-11" LOCATION HORIZONTAL GRAB BAR 42" LONG HORIZONTAL GRAB 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. HOOK MEN, 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 GUARD MEN, WOMEN HAND DRYER MEN, WOMEN TRASH RECEPTACLE MEN, WOMEN RESTROOM SIGNAGE BABY CHANGING STATION MEN, 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 REINFORCEMENT TO 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 TOILET PAPER 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 28202 TEL 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 A00.40 B. 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 FOR REFERENCE ONLY