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HomeMy WebLinkAbout134 E Huntington Dr - 2024 - Charles SchwabPLUMBING DEMO PLANP1.0 E5.1 E4.1 ELECTRICAL SPECIFICATIONS M2.1 A2.1 INTERIOR ELEVATIONS VICINITY PLAN GENERAL CONTRACTOR E X P A N S I O N TENANT ARCHITECT MEP ENGINEERLANDLORD CONTACT ELECTRICAL SINGLE-LINE DIAGRAM AND SCHEDULESE3.1 POWER AND SYSTEMS PLANE2.1 LIGHTING PLANE1.1 HVAC PLANM1.1 F I R S T F L O O R FURNITURE AND EQUIPMENT LOCATION PLAN A1.4 A R C A D I A ABBREVIATIONS 134 E. HUNTINGTON DR.ARCADIA, CA 91006 REVISION CONSTRUCTIONBID ISSUED FOR A4.1 DOOR, CASEWORK, CEILING AND MISC. DETAILS GENERAL NOTES ISSUED FORISSUED FOR LANDLORD REVIEW A1.3 SHEET TITLE NUMBER SHEET INDEX/LEGENDS/LOCATION PLAN AND GENERAL NOTESG1.0 INDEX TO SHEETS A1.0 CONSTRUCTION PLAN A1.1 REFLECTED CEILING PLAN A1.2 FLOOR AND WALL FINISH PLAN DOOR SCHEDULE / FINISH SCHEDULE A4.0 WALL TYPES AND DETAILS / MISC. DETAILS SYMBOLS M3.1 ARCHITECTURAL SPECIFICATIONSAS1.0 ACT ACOUSTICAL CEILING TILE ADAAG AMERICAN WITH DISABILITIES ACT ACCESSIBILITY GUIDELINES AFF ABOVE FINISH FLOOR ABV ABOVE AHU AIR HANDLING UNIT ALT ALTERNATE ALUM ALUMINUM APPROX APPROXIMATE BD BOARD BLDG BUILDING BLKG BLOCKING BO BOTTOM OF CL CENTER LINE CAB CABINET CLG CEILING CLR CLEAR CMU CONCRETE MASONRY UNIT COL COLUMN CONC CONCRETE CONF CONFERENCE CONSTR CONSTRUCTION CONT CONTINUOUS CSCM CHARLES SCHWAB CONSTRUCTION MANAGER CSDM CHARLES SCHWAB DESIGN MANAGER CSWK CASEWORK CTR CENTER DEMO DEMOLISH, DEMOLITION DF DRINKING FOUNTAIN DIA DIAMETER DIM DIMENSION DN DOWN DET DETAIL DWG(S)DRAWING(S) EC ELECTRICAL CONTRACTOR EQ EQUAL EA EACH EIFS EXTERIOR INSULATION AND FINISH SYSTEM EJ EXPANSION JOINT ELEC ELECTRIC, ELECTRICAL ELEV ELEVATION EQUIP EQUIPMENT EXIST EXISTING EXP EXPOSED EXT EXTERIOR FC FIXTURE CONTRACTOR FE FIRE EXTINGUISHER FEC FIRE EXTINGUISHER CABINET FO FINISHED OPENING FR FIRE RATED FRP FIBERGLASS REINFORCED PLASTIC FD FLOOR DRAIN FIN FINISH FL FLOOR FLUOR FLUORESCENT FRT FIRE RETARDANT TREATED FT FOOT GC GC GWB GYPSUM WALL BOARD GA GAUGE HDF HIGH DENSITY FIBERBOARD HORIZ HORIZONTAL HR HOUR HT HEIGHT INCAN INCANDESCENT INFO INFORMATION INSUL INSULATE, INSULATION INT INTERIOR JST JOIST LAM LAMINATE LAV LAVATORY LT LIGHT MDF MEDIUM DENSITY FIBERBOARD MATL MATERIAL MAX MAXIMUM MECH MECHANICAL MFR MANUFACTURER MIN MINIMUM MISC MISCELLANEOUS MTL METAL MLWK MILLWORK NIC NOT IN CONTRACT NTS NOT TO SCALE NO NUMBER OC ON CENTER OPNG OPENING OPP OPPOSITE PLYWD PLYWOOD R RADIUS RO ROUGH OPENING RCP REFLECTED CEILING PLAN RD ROOF DRAIN REQ REQUIRED REV REVISION RM ROOM SCHED SCHEDULE SECT SECTION SIM SIMILAR SPEC SPECIFICATION SQ SQUARE STD STANDARD STL STEEL STRUCT STRUCTURE SUSP SUSPENDED TEMP TEMPERATURE THRU THROUGH TO TOP OF TPM TECHNICAL PROJECT MANAGER TYP TYPICAL UON UNLESS OTHERWISE NOTED UPS UNINTERRUPTED POWER SUPPLY VAV VARIABLE AIR VOLUME VIF VERIFY IN FIELD VERT VERTICAL WC WATER CLOSET WD WOOD WIC WOOD INSTITUTE OF CALIFORNIA WO WHERE OCCURS WR WATER RESISTANT W/WITH W/O WITHOUT ELECTRICAL DEVICE DIMENSIONS PLANE2.2 HVAC DETAILS HVAC SCHEDULES AND DETAILS SECTION SECTION NUMBER SHEET NUMBER ELEVATION ELEVATION NUMBER SHEET NUMBER DETAIL DETAIL NUMBER SHEET NUMBER FLOOR COVERING DETAIL DETAIL NUMBER SHEET NUMBER ROOM IDENTIFICATION DOOR IDENTIFICATION KEYNOTE REVISION IDENTIFICATION FINISH IDENTIFIER PARTITION TYPE DATUM POINT ELEVATION MARKER PLANT IDENTIFIER EQUIPMENT IDENTIFIER GRAPHICS IDENTIFIER ROOM - - - - PLANT1 - - - 1 101 1 101 1 101 1 101 FLOOR 0'-0" RESPONSIBILITY SCHEDULE ISSUED FOR PERMIT REVIEW US E R : B M A D S O N P L O T T E D : 5 / 2 1 / 2 0 2 4 - 2 : 1 0 P M U : \ P r o j \ C h a r l e s S c h w a b & C o . , I n c \ C A \ 2 3 . 0 0 0 3 6 6 5 . 0 0 0 - C S - A r c a d i a , C A \ D R A W I N G S \ A - I \ 3 _ C D \ G 1 . 0 _ 2 3 . 0 0 0 3 6 6 5 . d w g L A Y O U T : G 1 . 0 G1.0 and General notes Location Plan Index, Legend, M3.2 HVAC SPECIFICATIONS I SECURITY PLANSC1.0 SITE LOCATION EXISTING SUITE LOCATION NORTH NOTE: ALL PORTIONS OF THE ACCESSIBLE ROUTE BEYOND BUILDING BOUNDARIES, AS WELL AS THE PROVIDED PARKING FACILITIES, HAVE BEEN PROVIDED UNDER SEPARATE PERMIT AND ARE EXISTING TO REMAIN. THE SCOPE OF WORK PROPOSED WITHIN THESE CONSTRUCTION DRAWINGS DOES NOT AFFECT THE OVERALL BUILDING'S OCCUPANT LOAD OR ACCESSIBILITY. PLUMBING SPECIFICATIONSP1.3EXISTING DOOR, UON NEW DOOR, UON 2022 CALIFORNIA BUILDING CODE (2021 IBC) 2022 CALIFORNIA BUILDING CODE (2021 IBC) 2022 CALIFORNIA PLUMBING CODE (2021 IPC) 2022 CALIFORNIA MECHANICAL CODE (2021 IMC) 2022 CALIFORNIA ELECTRIC CODE (2020 NEC) 2022 CALIFORNIA FIRE CODE (2021 IFC) 2022 CALIFORNIA BUILDING CODE, ACCESSIBILITY CHAPTER 11B 2022 CALIFORNIA ENERGY CODE, TITLE 24 2022 CALIFORNIA GREEN BUILDING STANDARDS E5.2 TELE / DATA PLAN E5.4 TELE , DATA , AND AV DETAILS PLUMBING SCHEDULES AND DETAILS A B C D E F G H J K L M N P 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 181716151413121110987654321 C INFORMATION PROJECT #: SCALE: REVIEWED BY: DRAWN BY: ISSUE ISSUED FOR PROJECT SHEET INFORMATION INFORMATION REVISIONS CLIENT REVIEW PERMIT LANDLORD REVIEW CONTRACTOR SHALL BUILD ONLY FROM SETS STAMPED "CONSTRUCTION SET" HEREIN BID Th i s d r a w i n g , p r i n t e d o r o t h e r w i s e , i s t h e c o p y r i g h t e d p r o p e r t y o f N e l c o A r c h i t e c t u r e , I n c . T h e d r a w i n g m a y n o t b e u s e d , r e p r o d u c e d o r c o p i e d w i t h o u t t h e p e r m i s s i o n o f N e l c o A r c h i t e c t u r e , I n c . NELCO ARCHITECTURE, INC. NELSO www.nelsonworldwide.com Cincinnati, OH 45202 201 E. 4th. Street, Suite 1700 CHARLES SCHWAB ARCADIA 134 E. Huntington Dr. Arcadia, CA 91006 23.0003665 20 2 4 US E R : B M A D S O N P L O T T E D : 5 / 2 1 / 2 0 2 4 - 2 : 1 0 P M U : \ P r o j \ C h a r l e s S c h w a b & C o . , I n c \ C A \ 2 3 . 0 0 0 3 6 6 5 . 0 0 0 - C S - A r c a d i a , C A \ D R A W I N G S \ A - I \ 3 _ C D \ G 1 . 0 _ 2 3 . 0 0 0 3 6 6 5 . d w g L A Y O U T : G 1 . 0 04/29/24 B. Madson J. Patterson, S. Mulia As noted 1 PERMITTING COMMENTS 05/21/24 04/05/24 04/22/24 04/22/24 HUNTINGTON INTERNATIONAL, LLC 1005 E. Las Tunas Drive Suite 116 San Gabriel, CA 91776 Phone: (626) 616-1889 Contact: John Shaw e-mail: jshaw1022@yahoo.com TBD TELECOM SPECIFICATIONS P1.2 E5.3 TELE , DATA , AND AV DETAILS E4.2 ELECTRICAL SPECIFICATIONS HVAC SPECIFICATIONS II MEP1.1 NELCO ARCHITECTURE, INC. 201 E. 4th. Street Suite 1700 Cincinnati, Ohio 45202 Senior Project Leader: Benjamin Madson e-mail: bmadson@nelsonww.com Senior Project Leader: Harry Koutsis e-mail: hkoutsis@nelsonww.com SCHNACKEL ENGINEERS, INC. 53 West 36th Street, 12th Floor New York, NY 10018 Client Account Manager: Sean Hornbuckle Direct Phone: (646) 952-7007 Cell Phone: (631) 561-7718 e-mail: shornbuckle@schnackel.com Project Manager: Jae Lee Direct Phone: (646) 952-7008 Cell Phone: (347) 561-0552 e-mail: jlee@schnackel.com HVAC ZONINGM1.2 MEP CEILING COORDINATION PLAN M2.2 CHARLES SCHWAB & CO., INC. 211 Main Street San Francisco, CA 94105 Cell: (415) 961-5703 Construction Manager: Dennis Wu e-mail: dennis.wu@schwab.com Design Manager: Mary Morrison e-mail: mary.morrison@schwab.com TPM: Richard Bruce e-mail: richard.bruce@schwab.com PLUMBING SPECIFICATIONSP1.4 ISSUED FOR SCHWAB REVIEW 1 04/05/24 04/05/24 04/05/24 04/05/24 04/05/24 04/05/24 04/05/24 04/05/24 04/05/24 04/05/24 04/05/24 04/05/24 04/05/24 04/05/24 04/05/24 04/05/24 04/05/24 04/05/24 04/05/24 04/05/24 04/05/24 04/05/24 04/05/24 04/05/24 04/05/24 04/05/24 04/05/24 04/05/24 04/05/24 04/05/24 04/05/24 04/05/24 D1.0 DEMOLITION PLAN AND AREA OF WORK KEY PLAN 04/05/24 NOTE: ALL WORK SHOWN IN THESE DOCUMENTS IS THE RESPONSIBILITY OF THE GC, UON. DEVICES & CABLING BY VENDOR ELECTRICAL & COORD. BY GC; IN S T A L L E D B Y : PR O V I D E D B Y : INTERIOR APPLIED LETTERS AND LOGOS SECURITY ALARM SYSTEM ALL FLOOR, CEILING, AND WALL FINISHES TELE/DATA SYSTEM HARDWARE MILLWORK (EXCLUDING FOLLOWING (3) ITEMS) GE N E R A L CO N T R A C T O R CS V E N D O R ( F U R N . , ML W K . , P L A N T S , E T C . ) TE A M M E M B E R CH A R L E S S C H W A B IN S T A L L E D B Y : IN S T A L L E D B Y : IN S T A L L E D B Y : IN S T A L L E D B Y : COMMENTS: FURNITURE ELECTRICAL BY GC SEE BID EXTERIOR SIGNAGE 1 13 19 20 18 16 17 14 15 8 11 12 9 10 6 7 5 4 3 2 POWER FOR INTERIOR / EXTERIOR SIGNAGE INTERIOR BRAND GRAPHICS AND FRAMES DISTRACTION VINYL (OFFICE GLASS) DOCUMENTS FOR CABLING LOW VOLTAGE CABLING CERTIFICATION REQUIREMENTS SEE ELECTRICAL DRAWINGS FOR SEE SHEET E5.1 A/V EQUIPMENT IN S T A L L E D B Y : WIRELESS AP PLACEMENT PROFESSIONAL FILM INSTALLER IN-WALL BOX BEHIND WALL HUNG TV SCREENS UNINTERRUPTIBLE POWER SUPPLY (UPS) BEVERAGE BAR AND SHELF GC MUST SUBCONTRACT TO IN-WALL BLOCKING FOR SIGNAGE AND GRAPHICS PR O V I D E D B Y : PR O V I D E D B Y : PR O V I D E D B Y : PR O V I D E D B Y : PR O V I D E D B Y : COMMUNITY WALL NOTE: ALL PROJECT RELATED CONTRACTORS, VENDORS, AND PERSONNEL ARE TO REFER TO SHEET A1.3 FOR MORE DETAILED RESPONSIBILITY SCHEDULES PERTAINING TO ADDITIONAL INTERIOR ITEMS AND EQUIPMENT TO BE FURNISHED THROUGHOUT THE SPACE. SI G N V E N D O R CH A R L E S S C H W A B A/ V V E N D O R CH A R L E S S C H W A B SE C U R I T Y V E N D O R CH A R L E S S C H W A B MAP DATA ©2023 GOOGLE UNITED STATES GREETER DESK SITE MAP TENANT CODE SUMMARY APPLICABLE CODES: BUILDING: STRUCTURAL: PLUMBING: MECHANICAL: ELECTRICAL: FIRE/LIFE SAFETY: ACCESSIBILITY: ENERGY: OTHER: BUILDING INFORMATION: TYPE OF CONSTRUCTION:V-B FIRE PROTECTION:NON-SPRINKLERED BUILDING HEIGHT IN STORIES:1 STORY LEASED AREA OCCUPIED BY TENANT COVERED UNDER THESE DRAWINGS: USE GROUP CLASSIFICATION:(B) BUSINESS SQUARE FOOTAGE:EXISTING TENANT SUITE = 3,990 G.S.F. PROPOSED EXPANSION SPACE = 1,134 G.S.F. TOTAL TENANT LEASE SPACE = 5,124 G.S.F. NORTH 21 ALL WALL BASES AND ORDERING INSTRUCTIONS REFER TO SHEET A1.4 FOR SPECS. ELECTRICAL DEMO PLANE1.0 HVAC FLOOR DEMO PLANM0.1 P1.1 PLUMBING FLOOR PLAN 04/05/24 04/05/24 04/05/24 SUITE ACCESSIBILITY / LIFE SAFETY PLAN AND DETAILSG1.1 04/05/24 SCOPE OF WORK / LIFE SAFETY: THIS DRAWING SET IS FOR INTERIOR "TI" WORK, INCLUDING GENERAL ASSOCIATED MEP SCOPES OF WORK, WITHIN AN EXISTING BUILDING SHELL. THERE ARE NO PLANNED ALTERATIONS TO THE OVERALL BUILDING STRUCTURE. THE DESIGN IN THIS SET OF CONSTRUCTION DRAWINGS DOES NOT INFRINGE ON THE EXISTING BUILDING LIFE SAFETY OR SMOKE CONTROL SYSTEMS. REFER TO SHEET D1.0 FOR AN AREA OF WORK KEY PLAN THAT REFERS TO ALL SHEETS IN THIS DRAWING SET. AGENCY HAVING JURISDICTION: CITY OF ARCADIA DEVELOPMENT SERVICES DEPT. OF BUILDING SAFETY 240 W. HUNTINGTON DRIVE ARCADIA, CA 60021 (626) 574-5416 WWW.ARCADIACA.GOV ALI DOUDAR (PLANS EXAMINER) ADOUDAR@ARCADIACA.GOV 1.PRIOR TO THE ISSUANCE OF A BUILDING PERMIT, THE APPLICATION SHALL HAVE EVIDENCE OF CURRENT WORKER'S COMPENSATION INSURANCE COVERAGE ON FILE WITH THE DEPARTMENT IN COMPLIANCE WITH THE LOCAL LABOR CODE. 2.AFTER OBTAINING BUILDING PERMIT AND BEFORE COMMENCING WITH THE WORK, GC SHALL SHOW EVIDENCE THAT ALL INSURANCE REQUIREMENTS HAVE BEEN MET. GC TO FORWARD ALL INSURANCE INFORMATION TO CSCM AND LANDLORD. 3.ALL REQUIRED PERMITS MUST BE OBTAINED FROM THE REQUIRED AUTHORITIES HAVING JURISDICTION BEFORE BUILDINGS ARE OCCUPIED. 4.GC SHALL BE RESPONSIBLE FOR AND OBTAIN ALL PERMITS AND LICENSES AND PAY REQUIRED FEES. COPIES SHALL BE ISSUED TO CSCM AND LANDLORD. 5.GC SHALL BE FAMILIAR WITH ALL LANDLORD REQUIREMENTS AND CRITERIA, AND SHALL BE RESPONSIBLE FOR COMPLIANCE WITH SAME. GC SHALL INVESTIGATE LOCAL CODES AND PROCEDURES AND SHALL COMPLY WITH ALL REQUIREMENTS. 6.GC SHALL REVIEW LANDLORD RULES AND REGS AND VERIFY ANY COSTS DUE TO LANDLORD (SITE SECURITY, DUMPSTER, ETC.) PRIOR TO BID. 7.REMOVE ALL ABANDONED IMPROVEMENTS INCLUDING ELECTRICAL, LOW VOLTAGE, MECHANICAL AS WELL AS ALL ASSOCIATED CONDITIONS, UON. 8.DO NOT SCALE DRAWINGS. WRITTEN DIMENSIONS PREVAIL IN ALL INSTANCES. 9.A COPY OF LANDLORD'S FINAL APPROVED SHELL BUILDING PLANS MUST BE ON SITE DURING CONSTRUCTION. 10.GC TO INSPECT SITE, VERIFY FIELD DIMENSIONS AND EXISTING CONDITIONS BEFORE COMMENCING CONSTRUCTION. NOTIFY CSCM AND ARCHITECT IMMEDIATELY OF ANY SIGNIFICANT DISCREPANCIES BETWEEN AS-BUILT SITE AND CONSTRUCTION DRAWINGS. 11.DIMENSIONS SHOWN ON PLANS ARE TO FACE OF EXTERIOR MASONRY, CONCRETE COLUMN OR GRID LINES AND FACE OF GWB UNLESS OTHERWISE NOTED OR DETAILED. HEIGHTS ARE DIMENSIONED FROM TOP OF FINISHED FLOOR. GC SHALL NOT ADJUST DIMENSIONS MARKED "CLEAR," "CLR," OR "HOLD" WITHOUT ACCEPTANCE FROM THE ARCHITECT. 12.FOR SIZE AND LOCATIONS OF ALL OPENINGS FOR MECHANICAL DUCT WORK, REFER TO MECHANICAL DRAWINGS. 13.WHERE FACTORY FINISHED OR FACTORY PRIMED ITEMS OCCUR, SUCH AS GRILLES, DIFFUSERS, METAL TRIM AND ACCESSORIES, ETC., THEY SHALL BE PAINTED TO MATCH THE ADJACENT SURFACE UNLESS OTHERWISE INDICATED. 14.GC SHALL, IN THE WORK OF ALL TRADES, PERFORM ANY AND ALL CUTTING, PATCHING, REPAIRING, RESTORING AND THE LIKE NECESSARY TO COMPLETE THE WORK AND TO RESTORE ANY DAMAGED OR AFFECTED SURFACES RESULTING FROM THE WORK OF THIS CONTRACT TO THEIR ORIGINAL CONDITION TO THE SATISFACTION OF THE TENANT AND THE LANDLORD. 15.ALL ROOF PATCHING AND REPAIRS SHALL RETURN AREA TO "LIKE NEW" CONDITION. ALL ROOFING WORK IS TO BE DONE BY THE LANDLORD'S ROOFER, SHOULD THIS BE A REQUIREMENT OF THE LANDLORD, AT CONTRACTOR'S EXPENSE. 16.THERE SHALL BE NO EXPOSED PIPE, CONDUITS, DUCTS, VENTS, ETC., IN PUBLIC AREAS. 17.GC SHALL COORDINATE WORK PERFORMED BY OTHER CONTRACTORS. DISCREPANCIES, IF ANY, SHOULD BE BROUGHT TO THE ATTENTION OF THE CSCM FOR RESOLUTION BEFORE PROCEEDING WITH THE WORK. 18.SHOULD THE DRAWINGS DISAGREE WITH THEMSELVES OR WITH THE SPECIFICATIONS OR SHOULD THE SPECIFICATIONS DISAGREE WITH THEMSELVES, THE BETTER QUALITY AND/ OR GREATER QUANTITY OF WORK OR MATERIALS SHALL BE ESTIMATED UPON AND SHOULD BE SUBMITTED TO ARCHITECT AS A REQUEST FOR INFORMATION. 19.IF ANY ERROR OR OMISSION APPEARS IN THE DRAWINGS, OR IF THE DRAWINGS DISAGREE WITH THE AS-BUILT SITE, GC SHALL NOTIFY THE CSCM AND ARCHITECT IN WRITING BY SUBMITTING A REQUEST FOR INFORMATION (RFI) FORM IMMEDIATELY. 20.GC TO VERIFY PRIOR TO INSTALLATION THAT ALL ASSEMBLIES WITHIN THE SPACE OPERATE PROPERLY INDIVIDUALLY AND IN CONJUNCTION WITH ADJACENT SYSTEMS AND REPORT ANY CONFLICTS TO THE CSCM AND ARCHITECT PRIOR TO FINAL INSTALLATION. 21.NO SUBSTITUTIONS ARE PERMITTED WITHOUT OFFICIAL WRITTEN APPROVAL. 22.GC IS TO SUBMIT COMPLETE SHOP DRAWINGS TO CSCM, ARCHITECT, AND OR ENGINEER, VIA EMAIL, FOR REVIEW AND APPROVAL OF ALL PRODUCTS BEING USED FOR THIS PROJECT. GC IS ALSO TO SUBMIT COMPLETE SHOP DRAWINGS TO ARCHITECT FOR REVIEW AND APPROVAL ON ANY AND ALL CUSTOM BUILT MILLWORK, CABNETRY, FIXTURES, ETC. THIS INCLUDES BUT IS NOT LIMITED TO BACK OFFICE/PANTRY MILLWORK, LOBBY FIXTURES, ETC. AND MUST BE DONE IN EVERY CASE REGARDLESS OF HOW MANUFACTURER MATCHES ARCHITECTURAL DRAWINGS. 23.THE GC SHALL BE RESPONSIBLE FOR THE TIMELY ARRIVAL OF ALL SPECIFIED FINISH MATERIALS, EQUIPMENT, LIGHT FIXTURES AND ANY OTHER SUCH MATERIAL(S) TO BE UTILIZED ON THIS PROJECT. THE GC SHALL NOTIFY THE CSCM IN WRITING WITHIN 10 DAYS OF DATE OF CONTRACT OF THOSE SPECIFIED ITEMS THAT MAY NOT BE READILY AVAILABLE. IF NOTIFICATION IS NOT RECEIVED BY THE CSCM THE GC ACCEPTS RESPONSIBILITY FOR THE PROPER ORDERING AND FOLLOW-UP OF SPECIFIED ITEMS AND WILL PURSUE WHATEVER MEANS NECESSARY, AT NO ADDITIONAL COST TO CHARLES SCHWAB, TO INSURE AVAILABILITY OF ALL SPECIFIED ITEMS SO AS NOT TO CREATE A HARDSHIP ON THE OWNER, OR DELAY PROGRESS OF OF THE PROJECT. 24.GC SHALL VERIFY EXACT DIMENSIONS WITH EQUIPMENT MANUFACTURERS. GC SHALL VERIFY ALL SIZES AND LOCATIONS OF DUCT OPENINGS BEFORE INSTALLATION AND VERIFY DISCREPANCIES WITH THE ARCHITECT, IF ANY. 25.ALL EXTERIOR WALL OPENINGS, FLASHING, COUNTER FLASHING, COPING AND EXPANSION JOINTS SHALL BE WATERPROOF. 26.CAULKING AND SEALANTS: ALL OPEN JOINTS, PENETRATIONS, AND OTHER OPENINGS IN THE BUILDING ENVELOPE SHALL BE SEALED, CAULKED, GASKETED, AND/OR WEATHER-STRIPPED TO LIMIT AIR LEAKAGE TO MEET CODE REQUIREMENTS. 27.ACOUSTICALLY SEAL ANY/ALL PENETRATIONS OF INSULATED WALL ASSEMBLIES, INCLUDING BUT NOT LIMITED TO PIPES, DUCTS, CONDUITS, OUTLETS, SWITCHES, ETC. 28.EACH CONTRACTOR SHALL LEAVE THE SITE IN A NEAT, CLEAN AND ORDERLY CONDITION UPON THE CONCLUSION OF HIS WORK ON A DAILY BASIS. ALL WASTE, RUBBISH AND EXCESS MATERIALS SHALL BE REMOVED FROM THE SITE PROMPTLY. THE GC SHALL BE RESPONSIBLE FOR REMOVAL AND DISPOSAL OF ALL TRASH, INCLUDING OWNER FURNISHED ITEMS AND TRASH GENERATED BY OWNERS GC'S FOR THE DURATION OF THE PROJECT. 29.ALL CONDUCT, WORK EQUIPMENT, AND MATERIALS SHALL BE IN FULL ACCORDANCE WITH THE LATEST SAFETY RULES AND REGULATIONS OF ALL AUTHORITIES AND AGENCIES HAVING JURISDICTION OVER THE WORK. 30.CONSULT BUILDING UTILITY PLANS AND STRUCTURAL DRAWINGS BEFORE SAW CUTTING/CHOPPING CONCRETE SLAB OR CORE DRILLING CONCRETE SLAB. SPECIAL ATTENTION AND PRECAUTION MUST BE GIVEN BY THE GC TO COORDINATE AROUND THE EXISTING MECHANICAL WORK LOCATED IN THE CEILING BELOW THE DEMISED PREMISES. GC SHALL RECEIVE SEPARATE WRITTEN APPROVAL BY LANDLORD AFTER TENANT SUBMITS A COORDINATED LAYOUT THAT IS APPROVED BY A STRUCTURAL ENGINEER REGISTERED IN THE STATE APPLICABLE. 31.GC TO PROVIDE POWER AND INTERNAL BLOCKING FOR SIGNAGE CONTIGUOUS TO THE NEW SPACE AS NECESSARY. GC TO COORDINATE WITH CSCM AS EARLY AS POSSIBLE FOR SIGNAGE PACKAGE AND REQUIREMENTS. 32.THE SCOPE OF THE WORK AS INDICATED ON THE DRAWINGS IS FOR INTERIOR IMPROVEMENTS ONLY, UON. OTHER SHELL BUILDING SPACES AND CONSTRUCTION ARE NOT IN THIS CONTRACT AND ARE SHOWN FOR REFERENCE ONLY (I.E. BUILDING STRUCTURE, EXIT STAIRS, ELEVATORS, TELEPHONE AND ELECTRICAL ENCLOSURES, ETC.) UNLESS SPECIFICALLY SHOWN TO BE A PART OF THIS PROJECT SCOPE. 33.A CERTIFICATE OF OCCUPANCY MUST BE OBTAINED BY THE GC PRIOR TO OCCUPYING ANY BUILDINGS OR PORTIONS OF BUILDINGS. 34.GC TO PROVIDE ACCESS PANELS AS NEEDED THROUGHOUT THE SPACE INCLUDING EQUIPMENT ACCESSIBILITY, DRAIN CLEANOUTS, AND J-BOXES. ANY ACCESS PANELS REQUIRED BUT NOT SHOWN ON DRAWINGS NEED TO BE COORDINATED AND IDENTIFIED TO ARCHITECT AND CSCM PRIOR TO WORK. ALL ACCESS PANELS ARE TO BE OF A METAL, CONCEALED DRYWALL FLANGE STYLE. 35.WHERE LANDLORD REQUIREMENTS GOVERNING LOUD/DISRUPTIVE WORK ARE IN PLACE GC AND ALL VENDORS WILL BE REQUIRED TO PERFORM THIS WORK DURING NON-BUSINESS HOURS. GC IS TO BID THE PROJECT APPROPRIATELY AS NO CHANGE ORDERS WILL BE ISSUED FOR TIME PREMIUMS. THIS ALSO APPLIES TO RENOVATIONS AND EXPANSIONS WHEN AN EXISTING BRANCH SPACE IS TO REMAIN OCCUPIED DURING CONSTRUCTION. BEFORE COMMENCING ANY SUCH WORK GC IS TO PROVIDE A SCHEDULE WHICH IS TO BE REVIEWED AND APPROVED BY CSCM AND LANDLORD. 36.THE GC SHALL HAVE DAILY ACCESS TO EMAIL AND CELL PHONE SERVICE ON SITE THROUGHOUT THE ENTIRE CONSTRUCTION PERIOD. 37.THE GC SHALL PROVIDE SUPERVISION VIA AN ON-SITE FULL TIME NON-TRADE WORKING SUPERINTENDENT FOR THE DURATION OF THE CONSTRUCTION PROJECT UNTIL ALL PUNCH LIST ITEMS ARE COMPLETED AND SIGNED OFF BY THE CSCM AND THROUGH THE BRANCH OPENING AT WHICH TIME THE FURNITURE AND TECHNOLOGY ARE COMPLETED AND SIGNED OFF ON BY THE CSCM. 38.GC SHALL RECEIVE AND SAFEGUARD ANY AND ALL PACKAGES, SHIPMENTS AND DELIVERIES ADDRESSED TO CHARLES SCHWAB. GC SHALL NOTIFY CSCM VIA EMAILED PHOTOS WHEN SUCH DELIVERIES ARRIVE. 39.GC TO PROVIDE WEEKLY PROGRESS DIGITAL PHOTOS TO THE CSCM VIA EMAIL. 40.GC COORDINATE WITH CSCM FOR THE PROVISION OF ACCESSIBILITY AND/OR OCCUPANCY SIGNS CONFORMING TO APPLICABLE BUILDING CODE REQUIREMENTS. REFER TO SPECIFICATIONS FOR FURTHER INFORMATION. 41.PROVIDE ADDITIONAL EXIT SIGNS AND FIRE EXTINGUISHERS IN TYPE, NUMBER AND LOCATION AS DIRECTED BY THE FIRE DEPARTMENT FIELD INSPECTOR. 42.INTERIOR FINISHES SHALL NOT EXCEED A FLAME SPREAD RATING OF 25 AT EXIT CORRIDORS (WALLS AND CEILING). 43.GC AND/OR THEIR RESPECTIVE SUB-CONTRACTOR SHALL VERIFY, COORDINATE AND/OR INSTALL ANY SMOKE DETECTION AND/OR FIRE ALARM CONNECTORS AS REQUIRED PER LANDLORD AND CITY. 44.GC AND/OR THEIR RESPECTIVE SUB-CONTRACTOR SHALL VERIFY, COORDINATE AND/OR INSTALL ANY FIRE SPRINKLER SYSTEMS AS REQUIRED PER LANDLORD AND CITY. GC MUST USE LANDLORD'S SPRINKLER CONTRACTOR IF STATED AS SUCH IN THE LANDLORD'S GENERAL CONDITIONS. 45.ANY REQUIRED FIRE DAMPER ASSEMBLIES INCLUDING SLEEVES AND INSTALLATION PROCEDURES SHALL BE APPROVED BY THE BUILDING INSPECTOR PRIOR TO INSTALLATION. 46.PROVIDE FIRE DAMPER WITH FUSIBLE LOUVER WHEREVER DUCT WORK PENETRATES 1-HR, CEILING OR WALL, UON. 47.GC MUST OBTAIN ALL REQUIRED APPROVALS AND CERTIFICATES FROM THE FIRE DEPARTMENT BEFORE SPACE IS OCCUPIED. COPIES SHALL BE ISSUED TO CSCM AND LANDLORD. 48.DURING CONSTRUCTION THE GC IS TO PROVIDE A PORTABLE FIRE EXTINGUISHER WITH A RATING OF NOT LESS THAN 2-A WITHIN (75 FT.) FOOT TRAVEL DISTANCE TO ALL PORTIONS OF THE BUILDING ON EACH FLOOR. 49.DOORS OPENING INTO REQUIRED ONE HOUR FIRE RESISTIVE CORRIDORS SHALL BE PROTECTED WITH SMOKE OR DRAFT STOP FIRE ASSEMBLY HAVING A 20 MINUTE FIRE RATING WITH SELF-CLOSERS. 50.MECHANICAL DUCT AND PIPE SHAFTS SHALL BE OF ONE HOUR FIRE RESISTANT CONSTRUCTION, INCLUDING TOP AND BOTTOM OF ENCLOSURES. 51.PROVIDE FIREPROOFING OF STRUCTURAL BEAMS AND CEILINGS, ETC., AS REQUIRED BY LANDLORD OR AUTHORITIES HAVING JURISDICTION. 52.ANY WOOD CONSTRUCTION SHALL BE FIRE RETARDANT TREATED. 53.ALL NOISE BARRIER BATTS (SOUND INSULATION) SHALL BE NONCOMBUSTIBLE. 54.ANY DECORATIONS USED SHALL BE NON-COMBUSTIBLE OR BE FLAME PROOFED IN AN APPROVED MANNER. 55.ALL REQUIRED EMERGENCY EXITS SHALL BE PROVIDED WITH EXIT SIGNS HAVING LETTERS SIX (6) INCHES HIGH AND 3/4" WIDE IN CONTRASTING COLORS. SEE PLANS FOR LOCATIONS. SEE SPECIFICATIONS SHEET FOR MORE INFORMATION. 56.ANY MATERIALS FOUND TO BE DEFECTIVE SHALL BE REMOVED AND REPLACED AT NO ADDITIONAL COST TO THE OWNER. 57.WORK COMPLETED BY OTHERS SHALL BE PROTECTED. IF OTHER TRADES CAUSE ANY DAMAGE IT IS THE RESPONSIBILITY OF SAID TRADE TO COORDINATE REPAIRS WITH NO ADDITIONAL COST OR SCHEDULE IMPACTS TO THE OWNER. 58.GC TO SCHEDULE FINAL CLEAN ON THE DAY BEFORE OPEN DATE, TO BE SUPERVISED OR APPROVED BY THE CSCM. 59.FIRE-BLOCKING AND DRAFT STOPPING SHALL COMPLY WITH LOCAL BUILDING CODES AND AUTHORITIES HAVING JURISDICTION. 60.INTERIOR FLOOR FINISHES SHALL COMPLY WITH LOCAL BUILDING CODES. 61.PENETRATIONS OF MEMBRANES THAT ARE PART OF A FIRE-RESISTANT RATED HORIZONTAL ASSEMBLY SHALL COMPLY WITH LOCAL BUILDING CODES. 62.FOR FIRE-RATED WALLS OR PARTITIONS, THE SURFACE AREA OF INDIVIDUAL METALLIC OUTLET OR SWITCH BOXES SHALL NOT EXCEED 16 SQ. INCHES. THE AGGREGATE SURFACE OF THE BOXES SHALL NOT EXCEED 100 SQ. INCHES PER 100 SQ. FT. OF WALL SURFACE. BOXES LOCATED ON OPPOSITE SIDES OF WALLS OR PARTITIONS SHALL BE SEPARATED BY A MINIMUM HORIZONTAL DISTANCE OF 24 INCHES. 63.GC TO PROTECT AND MAINTAIN EXISTING FIRE RATED STRUCTURE AND PATCH AND REPAIR AS NECESSARY. 64.GC TO INSPECT EXISTING CONDITION OF EXTERIOR GLAZING, STOREFRONT SYSTEMS, DOORS, HARDWARE, ETC. AND REPORT ANY DAMAGE TO CSCM IMMEDIATELY. CSCM TO COORDINATE THE NECESSARY REPAIRS TO SUCH AREAS. 65.ALL WORK, MATERIALS, AND EQUIPMENT SHALL BE GUARANTEED FOR A MINIMUM PERIOD OF ONE YEAR FROM DATE OF FINAL ACCEPTANCE. THE GC SHALL PROVIDE THE OWNER WITH ALL EQUIPMENT MANUALS, WARRANTIES AND OPERATING INSTRUCTIONS UPON FINAL ACCEPTANCE. 66.DURING ALL CONSTRUCTION, THE GC IS TO PROTECT ANY AND ALL EXISTING COMPUTERS AND OTHER ELECTRICAL EQUIPMENT FROM DUST AND DAMAGE DURING ALL PHASES OF DEMOLITION AND CONSTRUCTION, INCLUDING WITHIN AN EXISTING IT CLOSET AS APPLICABLE. GC SHALL COORDINATE THE PROTECTION OR RELOCATION OF ANY EXISTING EQUIPMENT WITH THE CSCM PRIOR TO PROTECTION/RELOCATION EFFORTS. DAMAGE TO ANY EXISTING EQUIPMENT CAUSED BY NEGLECT OF THE GC SHALL BE THE RESPONSIBILITY OF THE GC TO REIMBURSE THE CSCM THE AMOUNT REQUIRED FOR REPAIRS OR REPLACEMENT. 67.BUILDING ELEMENTS (I.E. BEARING WALLS, NON-BEARING WALLS/PARTITIONS, FLOOR CONSTRUCTION, ETC.) SHALL BE OF NON-COMBUSTIBLE MATERIALS CONFORMING TO CODE RESTRICTIONS MATCHING THE BUILDING'S CONSTRUCTION TYPE AS APPLICABLE. 68.GC IS TO BE FURNISHED WITH A COPY OF THE LANDLORD'S RULES AND REGS, GENERAL NOTES, SPECIFICATIONS, ASI'S, ETC. BY THE CSCM BEFORE STARTING WORK. 69.CONTRACTOR REQUIRED TO KEEP DUMPSTER ON SITE UNTIL DAY BEFORE OPENING FOR TENANTS TRASH. 70.UPON OWNER TURN-OVER OF A NEW SPACE, AND/OR AFTER THE DEMOLITION OF A PREVIOUSLY USED SPACE, THE GC AND THE CSCM ARE TO WALK THE ENTIRE SPACE AND CAREFULLY INSPECT FOR ANY PRE-EXISTING DAMAGES OR DEFICIENCIES TO THE CONSTRUCTION ASSEMBLIES. ANYTHING FOUND TO BE IN NEED OF CORRECTION SHOULD BE BROUGHT TO THE ATTENTION OF THE BUILDING OWNER BY THE CSCM PRIOR TO PROCEEDING WITH CONSTRUCTION. THE RESPONSIBILITY TO CORRECT ANY PRE-EXISTING CONDITIONS THROUGHOUT THE SPACE, NOT CAUSED BY THE TENANT OR TENAT'S GC, WHICH WOULD AFFECT THE FUNCTIONALITY OR APPEARANCE OF THE FINAL TENANT SPACE IS TO BE COORDINATED BETWEEN THE CSCM, LANDLORD, AND THE GC. 71.GC IS RESPONSIBLE FOR PROTECTION OF ALL EXISTING LANDLORD IMPROVEMENTS TO SITE / TENANT SUITE. ANY DAMAGE TO EXISTING BUILT SPACE CAUSED BY THE GC OR THEIR SUB-CONTRACTORS IS TO BE RECTIFIED AT NO COST TO THE LANDLORD OR TENANT. 72.UPON BID WALK OR TURN-OVER, WHICHEVER HAPPENS FIRST, GC IS TO CONFIRM THAT INTERIOR SHELL WORK IS IN FINISHED CONDITION, PREPPED AND READY TO ACCEPT NEW INTERIOR FINISHES. ALERT CSCM TO ANY DEFICIENCIES IMMEDIATELY. 73.ANY SCOPES OF WORK TO BE DONE BY ANY CONTRACTOR WHICH WOULD RESULT IN A CHANGE ORDER TO THE OWNER ARE TO BE PRESENTED BY THE GC TO THE CSCM FOR REVIEW AND APPROVAL PRIOR TO COMMENCEMENT OF SAID WORK. 74.GC SHALL INCLUDE IT/AV RELATED PHOTOS IN THEIR WEEKLY REPORT TO INCLUDE, BUT NOT LIMITED TO, RACKS, PATCH PANELS, LADDER RACKS, CONDUITS, BACKBOXES, CABLING, ETC. PROPOSED EXPANSION SUITE LOCATION A5.0 SEISMIC CONSTRUCTION DETAILS 04/05/24 NOTE: ITEMS BELOW SHOWING NO RESPONSIBILITY MARKERS MAY NOT APPLY TO THIS PROJECT. CALGREEN - SHEET 1CG1.0 04/05/24 CALGREEN - SHEET 2CG1.1 04/05/24 CALGREEN - SHEET 3CG1.2 04/05/24 CWM PLAN, WORKSHEET, AND ACKNOWLEDGEMENTCG1.3 04/05/24 STRUCTURAL NOTES, ABBREVIATIONS, SYMBOLS, AND INDEXS0.1 04/05/24 STRUCTURAL ROOF FRAMING PLANS1.0 04/05/24 04/05/24HVAC ROOF DEMO PLANM0.2 04/22/24 04/22/24 04/22/24 04/22/24 04/22/24 04/22/24 04/22/24 04/22/24 04/22/24 04/22/24 04/22/24 04/22/24 04/22/24 04/22/24 04/22/24 04/22/24 04/22/24 04/22/24 04/22/24 04/22/24 04/22/24 04/22/24 04/22/24 04/22/24 04/22/24 04/22/24 04/22/24 04/22/24 04/22/24 04/22/24 04/22/24 04/22/24 04/22/24 04/22/24 04/22/24 04/22/24 04/22/24 04/22/24 04/22/24 04/22/24 04/22/24 04/22/24 04/22/24 04/22/24 04/22/24 04/22/24 04/22/24 04/22/24 04/22/24 04/22/24 04/22/24 04/22/24 04/22/24 04/22/24 04/22/24 04/22/24 04/22/24 04/22/24 04/22/24 04/22/24 04/22/24 04/22/24 04/22/24 04/22/24 04/22/24 04/22/24 04/22/24 04/22/24 04/22/24 04/22/24 04/22/24 04/22/24 04/22/24 04/22/24 04/22/24 04/22/24 04/22/24 04/22/24 04/22/24 04/22/24 04/22/24 04/22/24 04/22/24 04/22/24 04/22/24 04/22/24 04/22/24 04/22/24 04/22/24 04/22/24 PERMIT #19-816 SITE PLAN (FOR PERMITTING REFERENCE ONLY)000 04/05/24 04/22/24 04/22/24 PERMIT #19-816 RESTROOM SHEET (FOR PERMITTING REFERENCE ONLY)000 04/05/24 04/22/24 04/22/24 E6.1 T24 ENERGY CALCULATIONS 04/05/24 04/22/24 04/22/24 E6.2 T24 ENERGY CALCULATIONS 04/05/24 04/22/24 04/22/24 E6.3 T24 ENERGY CALCULATIONS 04/05/24 04/22/24 04/22/24 04/29/24 04/29/24 04/29/24 04/29/24 04/29/24 04/29/24 04/29/24 04/29/24 04/29/24 04/29/24 04/29/24 04/29/24 04/29/24 04/29/24 04/29/24 04/29/24 04/29/24 04/29/24 04/29/24 04/29/24 04/29/24 04/29/24 04/29/24 04/29/24 04/29/24 04/29/24 04/29/24 04/29/24 04/29/24 04/29/24 04/29/24 04/29/24 04/29/24 04/29/24 04/29/24 04/29/24 04/29/24 04/29/24 04/29/24 04/29/24 04/29/24 04/29/24 04/29/24 04/29/24 04/29/24 04/29/24 04/29/24 04/29/24 04/29/24 04/29/24 1 04/05/24 04/22/24 04/22/24 04/29/24 04/05/24 04/22/24 04/22/24 04/29/24 FP REMOVED 05/21/24 05/21/24 1 FP REMOVED 05/21/24 05/21/24 05/21/24 05/21/24 05/21/24 06/30/202306/30/2025 RA M P D O W N 113 ' - 1 0 " 64'-0" ( G R E A T E R T H A N 1 / 2 T H E L O N G E S T D I A G O N A L ) 1'-6" MIN. 1'- 6 " MI N . 45° ℄ CENTERED ON TACTILE CHARACTER PER 2022 CBC 11B-703.4.3: LOCATION OF TACTILE SIGNAGE: ·AT SINGLE DOOR: SIGN SHALL BE LOCATED ON LATCH SIDE OF DOOR. ·AT DOUBLE DOORS WITH ONE ACTIVE LEAF: SIGN SHALL BE LOCATED ON INACTIVE LEAF. ·AT DOUBLE DOORS WITH TWO ACTIVE LEAFS: 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 MIN. CLEAR FLOOR SPACE TACTILE SIGNS LOCATION 1/2" = 1'-0"2 EXIT 3/ 8 " M I N . 1/ 2 " M A X . 3/ 8 " M I N . 1/ 2 " M A X . TACTILE SIGNAGE 6" = 1'-0"1 PER 2022 CBC 11B-703.4: SIGNS THAT IDENTIFY EXITS SHALL BE LOCATED ON THE APPROACH SIDE OF THE DOOR AS ONE EXITS THE ROOM OR SPACE. SIGNS MUST NOT BE INSTALLED BEHIND OBSTRUCTIONS, AND THE READER MUST BE ABLE TO APPROACH THE SIGN WITHIN 3” WITHOUT BEING HIT BY THE SWING OF A DOOR. FINISHED FLOOR SIGNS WITH RAISED CHARACTERS AND BRAILLE SHALL BE LOCATED 48 INCHES (1220mm) MINIMUM ABOVE THE FINISH FLOOR OR GROUND SURFACE, MEASURED FROM THE BASELINE OF THE LOWEST LINE OF BRAILLE AND 60 INCHES (1525mm) ABOVE THE FINISH FLOOR OR GROUND SURFACE, MEASURED FROM THE BASELINE OF THE HIGHEST LINE OF RAISED CHARACTERS. SEE A-104 FOR FINISHES. 48 " MI N . FINISHED FLOOR 60 " M A X . 60 " M A X . 48 " M I N . EXIT ROUTE INTER-CELL SPACING WITHIN A CELL = .10" (VERTICAL OR HORIZONTAL). BRAILLE TAPE SHALL NOT BE ALLOWED. CONTRACTED (GRADE 2) BRAILLE. CLASSIC RASTER. PER 2022 CBC 11B-703.3 & 11B-703.4 BRAILLE CELL: INTER-CELL SPACING = .3" DOMED BRAILLE DOT: .025" 1/40" US E R : B M A D S O N P L O T T E D : 5 / 2 1 / 2 0 2 4 - 2 : 1 0 P M U : \ P r o j \ C h a r l e s S c h w a b & C o . , I n c \ C A \ 2 3 . 0 0 0 3 6 6 5 . 0 0 0 - C S - A r c a d i a , C A \ D R A W I N G S \ A - I \ 3 _ C D \ G 1 . 1 _ 2 3 . 0 0 0 3 6 6 5 . d w g L A Y O U T : G 1 . 1 G1.1 Area of Work Key Plan Site / Life Safety Plan LIFE SAFETY PLAN SCALE: 1/4" = 1'-0" NORTH GENERAL NOTES: ALL SHELL BUILDING ACCESSIBILITY FEATURES, INCLUDING THOSE SHOWN HERE, ARE EXISTING AS PROVIDED BY OTHERS. THE SCOPE OF WORK COVERED IN THESE DRAWINGS IN NO WAY INFRINGES ON THE ACCESSIBILITY OF THE TENANT SUITE NOR THE SITE AS A WHOLE. UNLESS SPECIFICALLY NOTED OTHERWISE ALL AREAS OF CONSTRUCTION COVERED UNDER THESE DRAWINGS ARE INTERNAL TO A SINGLE TENANT SUITE, UNDER A "B" OCCUPANCY, CONSISTING OF NONBEARING INTERIOR WALLS AND PARTITIONS ONLY. PER CBC TABLE 601, NO PORTION OF THESE AREAS SHALL BE REQUIRED TO BE FIRE RATED. REFER TO SHEET G1.0 FOR MORE INFORMATION ON THE ACCESSIBILITY OF THE TENANT SUITE ITSELF. A B C D E F G H J K L M N P 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 181716151413121110987654321 C INFORMATION PROJECT #: SCALE: REVIEWED BY: DRAWN BY: ISSUE ISSUED FOR PROJECT SHEET INFORMATION INFORMATION REVISIONS CLIENT REVIEW PERMIT LANDLORD REVIEW CONTRACTOR SHALL BUILD ONLY FROM SETS STAMPED "CONSTRUCTION SET" HEREIN BID Th i s d r a w i n g , p r i n t e d o r o t h e r w i s e , i s t h e c o p y r i g h t e d p r o p e r t y o f N e l c o A r c h i t e c t u r e , I n c . T h e d r a w i n g m a y n o t b e u s e d , r e p r o d u c e d o r c o p i e d w i t h o u t t h e p e r m i s s i o n o f N e l c o A r c h i t e c t u r e , I n c . NELCO ARCHITECTURE, INC. NELSO www.nelsonworldwide.com Cincinnati, OH 45202 201 E. 4th. Street, Suite 1700 CHARLES SCHWAB ARCADIA 134 E. Huntington Dr. Arcadia, CA 91006 23.0003665 20 2 4 US E R : B M A D S O N P L O T T E D : 5 / 2 1 / 2 0 2 4 - 2 : 1 0 P M U : \ P r o j \ C h a r l e s S c h w a b & C o . , I n c \ C A \ 2 3 . 0 0 0 3 6 6 5 . 0 0 0 - C S - A r c a d i a , C A \ D R A W I N G S \ A - I \ 3 _ C D \ G 1 . 1 _ 2 3 . 0 0 0 3 6 6 5 . d w g L A Y O U T : G 1 . 1 04/29/24 B. Madson J. Patterson, S. Mulia As noted 1 PERMITTING COMMENTS 05/21/24 04/05/24 04/22/24 04/22/24 = FIRE EXTINGUISHER = LIT EXIT SIGN = RESTROOM SIGN = "EXIT ROUTE" SIGN = "EXIT" SIGN FE ES K E Y N O T E S: S I T E / L I F E S A F E T Y P L A N 1.MAXIMUM PATH OF TRAVEL DISTANCE FROM MOST REMOTE POINT IN SUITE TO AN EXIT = 75'-10". 2.20'-0" LONG "DEAD END" HALLWAY, PER CBC SECTION 1020.5. MAIN ENTRANCE / EGRESS DOORS EXISTING TEAM ROOM (B) (150 GROSS) 3 OCC EXISTING LOBBY (B) (150 GROSS) 5 OCC EXISTING TOUCHDOWN (B) (150 GROSS) 1 OCC 2 1RELOCATED DRINKING FOUNTAINS EMERGENCY EGRESS DOOR RE S T R O O M S I G N S ( S T D . ) MEN'S & WOMEN'S MEN WOMEN CS SIGN VENDOR TO PROVIDE RESTROOM SIGNAGE (BLUE WITH WHITE LETTERING INCLUDING BRAILLE) AS SHOWN HERE AND BASED ON LOCAL CODES. DOOR JAMB SIGNS ARE TO BE PLACED AT 48" AFF (MIN.) TO BASELINE OF LOWEST BRAILLE CELL AND 60" AFF (MAX.) TO BASELINE OF HIGHEST RAISED CHARACTER. GENDER NEUTRAL MEN'S & WOMEN'S MEN WOMEN GENDER NEUTRAL RESTROOM RE S T R O O M S I G N S ( T - 2 4 ) CS SIGN VENDOR TO PROVIDE RESTROOM SIGNAGE (BLUE WITH WHITE LETTERING INCLUDING BRAILLE) AS SHOWN HERE AND BASED ON LOCAL CODES. DOOR JAMB SIGNS ARE TO BE PLACED AT 48" AFF (MIN.) TO BASELINE OF LOWEST BRAILLE CELL AND 60" AFF (MAX.) TO BASELINE OF HIGHEST RAISED CHARACTER. RESTROOM PLAIN BLUE GEOMETRIC DOOR SIGNS: MEN TO BE 12" DIA. CIRCLE, WOMEN TO BE EQUILATERAL TRIANGLE WITH 12" VERTICES, GENDER NEUTRAL TO BE 12" DIA. BLUE CIRCLE OVERLAID WITH WHITE EQUILATERAL TRIANGLE. MOUNTED BETWEEN 58"-60" AFF. SIGNS ARE TO HAVE 1/16" (MIN.) ROUNDED OR 1/8" (MAX.) CHAMFERED EDGES, AND TRIANGLES ARE TO HAVE 1/8"-1/4" RADIUSED VERTICES. RR EXISTING LIVING ROOM (B - PER CBC 303.1.2) (150 GROSS) 2 OCC SECONDARY ENTRY/EGRESS DOOR 3 EXISTING MOP SINK FE FE ES ESES EX ES ES ES 1 2 RR RR EXISTING SEMINAR ROOM (B - PER CBC 303.1.2) (150 GROSS) 3 OCC EXISTING OFFICE (B) (150 GROSS) 1 OCC OFFICE (135SF) (150 GROSS) 1 OCC NO T U S E D NOT U S E D ER EX STORAGE (96SF) (300 GROSS) 1 OCCOFFICE (135SF) (150 GROSS) 1 OCC OFFICE (160SF) (150 GROSS) 1 OCC OFFICE (122SF) (150 GROSS) 1 OCC ES EXISTING 355SF BREAK ROOM EXISTING OFFICE (B) (150 GROSS) 1 OCC EXISTING OFFICE (B) (150 GROSS) 1 OCC EXISTING OFFICE (B) (150 GROSS) 1 OCC EXISTING OFFICE (B) (150 GROSS) 1 OCC EXISTING OFFICE (B) (150 GROSS) 1 OCC EX EX EXISTING STORAGE (300 GROSS) 1 OCC EXISTING STORAGE (300 GROSS) 1 OCC EXISTING 54SF ACCESSIBLE ALL-GENDER RESTROOM EXISTING 54SF ACCESSIBLE ALL-GENDER RESTROOM EXIT DOOR CALCULATION: PER CBC 2022, SECTION 1005.3.2: MINIMUM REQUIRED EGRESS WIDTH IN INCHES SHALL BE NOT LESS THAN THE TOTAL OCCUPANT LOAD SERVED BY THE MEANS OF EGRESS MULTIPLIED BY 0.2 INCHES PER OCCUPANT FOR OTHER EGRESS COMPONENTS. DOOR WIDTH REQUIREMENT (IN INCHES) = 0.2 X TOTAL OCCUPANTS SERVED PER CBC 2022, SECTION 1010.1.1: MIN. CLEAR OPENING OF DOORWAY WITH SWINGING DOOR = 32 INCHES. TOTAL OCCUPANTS SERVED = 25 OCCUPANTS WITH (3) EXIT DOORS EACH DOOR WIDTH REQUIREMENT = 9 X 0.2 = 1.8 INCHES (32 INCHES MIN. CLR. OPENING) DOORWAYS PROVIDED - 3'-0" WIDTH FOR EACH EXIT DOOR (34.5 INCHES CLR. OPENING) EACH EXIT DOOR WIDTH IS IN COMPLIANCE. PLUMBING FIXTURE COUNT CALCULATION: TOTAL AREA EXCLUDING CORRIDOR AND RESTROOMS = 4,230 SF TOTAL OCCUPANTS (PER CPC 2022, TABLE 4-1): ·4,230 / 150 = 28.2 OCC (15 MALE AND 15 FEMALE) REQUIRED PLUMBING FIXTURE COUNTS (PER CPC 2022, SECTION 422.2, EX. 3): ·IN BUSINESS AND MERCANTILE OCCUPANCIES WITH A TOTAL OCCUPANT LOAD OF (50) OR LESS, ONE TOILET FACILITY, DESIGNED FOR USE BY NO MORE THAN ONE PERSON AT A TIME, SHALL BE PERMITTED FOR USE BY BOTH SEXES. ·DRINKING FOUNTAIN = 1 ·SERVICE SINK = 1 PROVIDED PLUMBING FIXTURE COUNTS: ·(2) SINGLE USER GENDER NEUTRAL RESTROOMS WITH PRIVACY LOCK SET (PER CBC 2022 SECTION 11B-703.7.2.6.3) ·(1) HIGH AND (1) LOW (ACCESSIBLE) DRINKING FOUNTAIN ·(1) SERVICE SINK NOTES: 1) FIRE EXTINGUISHERS AND RESTROOM SIGNS ARE EXISTING TO REMAIN. 2) SOME "EXIT ROUTE" AND "EXIT" SIGNS MAY ALREADY BE EXISTING, AND SOME MAY NEED TO BE ADDED NEW. REFER TO DETAILS #1 & #2 ON THIS SHEET. ER SHADED AREA NOT IN CONTRACT FOR NEW CONSTRUCTION: REFER TO SHEET D1.0 FOR AREA OF WORK KEY PLAN 06/30/202306/30/2025 1 RA M P D O W N NOT I N C O N T R A C T NOT I N C O N T R A C T NOT I N C O N T R A C T NOT I N C O N T R A C T NOT I N C O N T R A C T NOT I N C O N T R A C T NOT I N C O N T R A C T NOT I N C O N T R A C T NOT I N C O N T R A C T NOT I N C O N T R A C T 22 2 2 3 4 7 5 6 7 5 6 7 5 6 8 9 10 11 21 ' - 1 1 7 8" 21 ' - 8 38" 11 ' - 7 12" 19'-438"39'-2" 6'-018"4'-1012"15'-838"4'-1012" 4' - 1 0 12" 2' - 8 " 4' - 1 0 12" 5'- 1 78" 7'-912" 5'-0" NOT I N C O N T R A C T NOT I N C O N T R A C T NOT I N C O N T R A C T NOT I N C O N T R A C T NOT I N C O N T R A C T NOT I N C O N T R A C T NOT I N C O N T R A C T NOT I N C O N T R A C T NOT I N C O N T R A C T NOT I N C O N T R A C T NOT I N C O N T R A C T NOT I N C O N T R A C T NOT I N C O N T R A C T NOT I N C O N T R A C T NOT I N C O N T R A C T NOT I N C O N T R A C T NOT I N C O N T R A C T US E R : B M A D S O N P L O T T E D : 5 / 2 1 / 2 0 2 4 - 2 : 1 0 P M U : \ P r o j \ C h a r l e s S c h w a b & C o . , I n c \ C A \ 2 3 . 0 0 0 3 6 6 5 . 0 0 0 - C S - A r c a d i a , C A \ D R A W I N G S \ A - I \ 3 _ C D \ D 1 . 0 _ 2 3 . 0 0 0 3 6 6 5 . d w g L A Y O U T : D 1 . 0 D1.0 Area of Work Key Plan Demolition Plan and NORTH K E Y N O T E S: D E M O L I T I O N P L A N L E G E N D : D E M O L I T I O N P L A N DEMOLITION PLAN SCALE: 1/4" = 1'-0" D E M O L I T I O N A N D P R E P A R A T I O N : 1.GENERAL SCOPE FURNISH EQUIPMENT AND PERFORM LABOR REQUIRED TO EXECUTE THIS WORK AS INDICATED ON THE DRAWINGS AS SPECIFIED AND AS NECESSARY TO COMPLETE THE CONTRACT, INCLUDING, BUT NOT LIMITED TO, THESE MAJOR ITEMS: A.PROTECTION OF EXISTING WORK TO REMAIN. GC SHALL DOCUMENT ANY EXISTING NOTABLE DAMAGE WITH DATED DIGITAL PICTURES. B.DEMOLISH EXISTING CONSTRUCTION WHERE INDICATED ON THE DRAWINGS AND WHERE REQUIRED BY JOB CONDITIONS. C.REMOVAL OF PARTITIONS, DOORS, FLOOR COVERINGS, CEILINGS. D.REMOVAL AND CAPPING OF MECHANICAL AND ELECTRICAL FIXTURES AND SERVICES. E.DEBRIS REMOVAL AND DISPOSAL. F.REMOVAL OF PORTIONS OF THE EXISTING CONCRETE SLAB AS REQUIRED SO THAT SERVICE AND EQUIPMENT LINES CAN BE RUN BELOW. WORK SHALL BE ACCEPTABLE TO THE POINT THAT THE FINISH WILL ACCEPT NEW MATERIAL WITH NO NOTICEABLE EFFECT OF AN ALTERATION HAVING BEEN MADE. G.REMOVAL OF ANY EXISTING ROOF EQUIPMENT OR PENETRATIONS, AS REQUIRED, ANY RESULTANT ROOF DAMAGE IS TO BE REPAIRED TO LIKE NEW CONDITION. GC TO COORDINATE ANY AND ALL ROOF PENETRATIONS, REPAIRS, ETC. WITH LANDLORD'S ROOFING CONTRACTOR TO AVOID THE VOIDING OF ANY WARRANTIES. H.ALL FIREPROOFING AT UNDERSIDE OF STEEL DECK SHALL BE REPAIRED BY GC TO THE SATISFACTION OF THE LANDLORD AND BUILDING DEPARTMENT INSPECTOR. 2.RELATED WORK A.DISCONNECTING, CUTTING, CAPPING OR RELOCATING ANY ACTIVE UTILITY LINES ENCOUNTERED. 3.REFERENCE STANDARDS A.ANSI A10.6 : "SAFETY REQUIREMENTS FOR DEMOLITION", PUBLISHED BY THE AMERICAN NATIONAL STANDARDS INSTITUTE. 4.GENERAL REQUIREMENTS A.FIELD CONDITIONS: TAKE INTO CONSIDERATION AS NECESSARY ALL OBVIOUS EXISTING CONDITIONS AND INSTALLATIONS ON THE SITE AS THOUGH THEY WERE COMPLETELY SHOWN OR DESCRIBED. ACCEPT THE SITE OF THE WORK AS IT EXISTS AND CLEAR OBSTRUCTIONS TO THE WORK INDICATED. GC SHALL WORK WITH CSCM TO GUARANTEE ABOVE CEILING ACCESS. REPORT ANY DISCREPANCIES AND/OR UNFORSEEN CONDITIONS IMMEDIATELY TO THE ARCHITECT AND CSCM. B.GC IS TO VERIFY ALL DIMENSIONS SHOWN AND REPORT ANY DISCREPANCIES TO CSCM AND TO THE ARCHITECT PRIOR TO COMMENCEMENT OF WORK. C.THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE ADEQUACY AND INSTALLATION OF ALL TEMPORARY SHORING SYSTEMS USED DURING THE REMOVAL OF ALL STRUCTURAL ELEMENTS. D.NO EXISTING STRUCTURAL ELEMENT (BEAM, COLUMN, SHEAR WALL, ETC.) SHALL BE REMOVED UNLESS CONTRACTOR IS PREPARED TO BEGIN INSTALLATION OF A NEW STRUCTURAL ELEMENT AT THE TIME OF REMOVAL OF THE EXISTING ELEMENT, EXCEPT AS OTHERWISE AGREED TO BY THE BUILDING DEPARTMENT, ARCHITECT AND LANDLORD. E.THE DRAWINGS DO NOT NECESSARILY INDICATE THE FULL EXTENT OF THE WORK REQUIRED TO BE PERFORMED. INSPECT THE EXISTING CONSTRUCTION CAREFULLY TO DETERMINE THE FULL EXTENT OF THE WORK TO BE PERFORMED AND THE PROBLEMS INVOLVED. NO EXTRA COMPENSATION WILL BE ALLOWED BECAUSE OF FAILURE TO ESTIMATE THE FULL EXTENT OF THE WORK OR FOR ANY CONTINGENCY ALLOWANCES. F.ALL WORK SHALL BE PERFORMED BY SKILLED AND PROPERLY EQUIPPED PERSONNEL. DEMOLITION AND REMOVAL OF ITEMS SCAFFOLD HIGH OR HIGHER SHALL BE LOWERED BY CONTROLLED METHODS, NOT BY THROWING OR DROPPING. PERFORM CUTTING AND STRIPPING SO THAT THE WORK TO REMAIN IS UNDAMAGED AND IN SUCH A MANNER THAT NEW WORK CAN BE PROPERLY CONNECTED WITH IT. G.TAKE CAREFUL NOTE OF THE FACT THAT THE BUILDING PREMISES MAY BE OPEN FOR "BUSINESS AS USUAL" DURING THE LIFE OF THIS CONTRACT. NO INTERRUPTION OF TRAFFIC FLOW, UTILITIES SERVICES, OR LANDLORD'S USUAL ACTIVITIES WILL BE PERMITTED WITHOUT PREVIOUS SCHEDULING WITH THE LANDLORD. H.CODES: PERFORM ALL WORK IN ACCORDANCE WITH THE BUILDING CODE OF THE GOVERNING BODY HAVING JURISDICTION, THE GOVERNING STATE INDUSTRIAL SAFETY ORDERS AND THE REQUIREMENTS OF THE OCCUPATIONAL SAFETY AND HEALTH ACT. I.UNFORSEEN CONDITIONS: INCLUDE IN THE BASE BID MISCELLANEOUS CUTTING AND PATCHING NECESSITATED AS A RESULT OF UNFORSEEN CONDITIONS AND THE REWORKING OF ABUTTING SURFACES AS REQUIRED TO MAKE NEW WORK JOIN AND MATCH EXISTING SURFACES TO REMAIN. NO EXTRA PAYMENTS BASED ON THE PLEA OF UNFORSEEN CONDITIONS WILL BE ALLOWED. J.GC TO COORDINATE WITH THE LANDLORD ALL WORK THAT MAY AFFECT NORMAL DAILY OPERATIONS OF THE BUILDING AND COMPLY WITH ALL RESTRICTIONS THE LANDLORD MAY HAVE ON DEMOLITION AND/OR CONSTRUCTION SCHEDULES. COOPERATE FULLY TO THE END THAT CERTAIN FACILITIES AND SERVICES ARE MAINTAINED IN OPERATION UNTIL IMMEDIATELY BEFORE THEIR REMOVAL IS REQUIRED TO PERMIT INSTALLATION OF NEW WORK. K.NOISE CONTROL: CARRY ON ALL WORK IN A MANNER WHICH WILL PRODUCE THE LEAST AMOUNT OF NOISE. INSTRUCT ALL WORKERS IN NOISE CONTROL PROCEDURES. ALL MAJOR NOISE GENERATING TASKS ARE TO BE PERFORMED BEFORE OR AFTER BUSINESS HOURS. L.THE REQUIRED MEANS OF EGRESS IS TO REMAIN CLEAR AT ALL TIMES. 5.PROTECTION A.CEASE OPERATIONS AND IMMEDIATELY NOTIFY TENANT AND LANDLORD IF THE SAFETY OF EXISTING CONSTRUCTION APPEARS TO BE ENDANGERED AT ANY TIME. TAKE PRECAUTIONS TO SUPPORT SUCH ENDANGERED CONSTRUCTION. DO NOT RESUME CONSTRUCTION UNTIL AUTHORIZED BY TENANT AND THE LANDLORD. B.LOWERING MATERIAL: PROVIDE HOISTS AND CHUTES AS REQUIRED TO LOWER REMOVED MATERIAL. THROWING, DROPPING, OR PERMITTING THE FREEFALL OF MATERIAL AND DEBRIS FROM HEIGHTS WHICH WOULD CAUSE DAMAGE, UNDUE NOISE OR NUISANCE, OR EXCESSIVE DUST IS EXPRESSLY PROHIBITED. C.PROTECTION OF PERSONNEL: ERECT SIGNS, BARRICADES AND SUCH OTHER FORMS OF WARNING AS MAY BE REQUIRED TO PREVENT PERSONNEL FROM PUTTING THEMSELVES IN THE WAY OF INJURY. D.EXISTING WORK TO REMAIN: PROVIDE SUCH FORMS OF PROTECTION AS MAY BE NECESSARY TO PREVENT DAMAGE TO EXISTING WORK AND EQUIPMENT TO REMAIN. E.GC IS TO EXERCISE EXTREME CARE DURING DEMOLITION SO AS NOT TO DAMAGE OR DISRUPT ANY UTILITIES OR SPRINKLER LINES WHICH MIGHT PASS THROUGH THIS SPACE TO SERVICE OTHER TENANTS. GC WILL BEAR SOLE RESPONSIBILITY OF ANY SUCH DISRUPTION OR DAMAGE. F.GC SHALL COORDINATE ALL X-RAYS AND CUTTING OF SLAB WITH LANDLORD PRIOR TO BEGINNING WORK. 6.GENERAL DEMOLITION A.DEMOLISH EXISTING CONSTRUCTION TO THE EXTENT NECESSARY FOR THE PROPER INSTALLATION OF NEW CONSTRUCTION AND AND FINISHES IN CONJUNCTION WITH EXISTING WORK. CUT BACK FINISHED SURFACES TO STRAIGHT, PLUMB, AND LEVEL LINE AS REQUIRED. B.ALL CONTRACTORS ARE TO REFER TO ENTIRE PLAN SET FOR SCOPE OF WORK AND LIMITATIONS TO AREAS OF WORK PRIOR TO DEMOLISHING, RECONSTRUCTING, OR CONSTRUCTING ANY AREAS. C.EXISTING FINISH MATERIALS: ANY AND ALL FINISHES ON SURFACES WHICH ARE EXISTING TO REMAIN SHALL BE MODIFIED AND/OR REPLACED AS NEEDED TO MATCH TENANT SPECIFICATIONS. D.EXTERIOR STOREFRONTS: REMOVE FROM TENANT SIDE OF ALL STOREFRONT MULLIONS ALL EXISTING SCREWS, HOOKS, BRACKETS, ETC. NOT TO BE REUSED. ENSURE ALL HOLES LEFT IN MULLIONS ARE DE-BURRED AND FILLED WITH CAULKING TO MATCH THE MULLION COLOR. E.DOORS AND HARDWARE: REMOVE CAREFULLY TO AVOID DAMAGE. INSOFAR AS POSSIBLE, LEAVE HARDWARE ATTACHED TO THE DOOR. F.PARTITIONS: REMOVE PARTITION FINISH, STUDS, PLATES AND SILLS. WHERE ONLY A PARTIAL RUN IS REMOVED, CUT BACK FINISH MATERIAL TO THE CENTER OF THE NEXT ADJACENT SUPPORT TO REMAIN. LEAVE REMAINING MATERIAL WITH A CLEAN TERMINAL LINE WITH NO LOOSE MATERIAL ADHERING. 7.MECHANICAL, ELECTRICAL AND PLUMBING A.CAREFULLY REVIEW PLANS AND DETERMINE LINES TO BE REMOVED AND THOSE TO BE KEPT ACTIVE OR TO BE REACTIVATED. PROTECT LINES TO REMAIN. PROVIDE FOR MINIMUM SERVICE INTERRUPTION OF LINES TO REMAIN. REFER TO MEP SHEETS FOR MORE INFORMATION ON SCOPE OF HVAC, ELECTRICAL, AND PLUMBING DEMOLITION. B.REMOVE FIXTURES AND EQUIPMENT AS INDICATED. WHEN INDICATED FOR REUSE, CLEAN, STORE AS DIRECTED AND PROTECT. IDENTIFY POINT OF REUSE. C.REMOVE LINES COMPLETELY WHEREVER POSSIBLE. CUT AND CAP OR PLUG IN A POSITIVE MANNER BEHIND THE BACK OF FINISH MATERIAL. D.REPAIR, RESTORE, REPLACE, OR MAKE GOOD DAMAGE TO EXISTING CONSTRUCTION WHICH OCCURS AS A RESULT OF DEMOLITION OPERATIONS, AT NO ADDITIONAL COST TO THE TENANT, THE ARCHITECT OR THE LANDLORD. THESE REPAIRS SHALL INCLUDE ANY ROOF PATCHING REQUIRED DUE TO DEMOLITION AND SHALL BE COORDINATED WITH LANDLORD AND LANDLORD'S ROOFING CONTRACTOR. 8.FLOOR FINISHES A.REMOVE EXISTING FLOOR FINISHES AND PREPARE SUB-SURFACE TO RECEIVE NEW FLOOR AS INDICATED (SEE FINISH SCHEDULE). WORK SHALL BE ACCEPTABLE TO THE POINT THAT THE FINISH WILL ACCEPT NEW SCHEDULED MATERIAL FINISH WITH NO NOTICEABLE ALTERATION HAVING BEEN MADE. PROVIDE CONCRETE TOPPING WHERE REQUIRED. 9.REMOVED MATERIAL AND DEBRIS A.ALL REMOVED MATERIAL, NOT OTHERWISE DESIGNATED, AND ALL DEBRIS BECOMES THE PROPERTY OF THE CONTRACTOR, WHO SHALL REMOVE IT FROM THE SITE. B.DO NOT ALLOW MATERIALS AND DEBRIS GENERATED BY DEMOLITION ACTIVITIES TO ACCUMULATE. REMOVE DAILY AND DISPOSE OF THEM IN A LEGAL MANNER. NO ON-SITE SALE OR BURNING OF DEMOLISHED MATERIALS WILL BE PERMITTED. C.LEAVE ALL SPACES BROOM CLEAN WITH ALL LEDGES AND CORNERS PROPERLY CLEANED. D.GC IS TO COORDINATE LOCATION OF CONSTRUCTION DUMPSTER WITH LANDLORD'S CONSTRUCTION PROJECT MANAGER. E.EACH CONTRACTOR SHALL LEAVE THE SITE IN A NEAT, CLEAN AND ORDERLY CONDITION UPON THE CONCLUSION OF HIS WORK ON A DAILY BASIS. ALL WASTE, RUBBISH, AND EXCESS MATERIALS SHALL BE REMOVED FROM THE SITE PROMPTLY BEFORE REGULAR BUSINESS HOURS. SOLID LINES INDICATE EXISTING CONSTRUCTION TO REMAIN. DASHED LINES INDICATE EXISTING CONSTRUCTION TO BE REMOVED. INDICATES TENANT LEASE LINE. NO WORK OUTSIDE OF THIS LINE, UON. A B C D E F G H J K L M N P 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 181716151413121110987654321 C INFORMATION PROJECT #: SCALE: REVIEWED BY: DRAWN BY: ISSUE ISSUED FOR PROJECT SHEET INFORMATION INFORMATION REVISIONS CLIENT REVIEW PERMIT LANDLORD REVIEW CONTRACTOR SHALL BUILD ONLY FROM SETS STAMPED "CONSTRUCTION SET" HEREIN BID Th i s d r a w i n g , p r i n t e d o r o t h e r w i s e , i s t h e c o p y r i g h t e d p r o p e r t y o f N e l c o A r c h i t e c t u r e , I n c . T h e d r a w i n g m a y n o t b e u s e d , r e p r o d u c e d o r c o p i e d w i t h o u t t h e p e r m i s s i o n o f N e l c o A r c h i t e c t u r e , I n c . NELCO ARCHITECTURE, INC. NELSO www.nelsonworldwide.com Cincinnati, OH 45202 201 E. 4th. Street, Suite 1700 CHARLES SCHWAB ARCADIA 134 E. Huntington Dr. Arcadia, CA 91006 23.0003665 20 2 4 US E R : B M A D S O N P L O T T E D : 5 / 2 1 / 2 0 2 4 - 2 : 1 0 P M U : \ P r o j \ C h a r l e s S c h w a b & C o . , I n c \ C A \ 2 3 . 0 0 0 3 6 6 5 . 0 0 0 - C S - A r c a d i a , C A \ D R A W I N G S \ A - I \ 3 _ C D \ D 1 . 0 _ 2 3 . 0 0 0 3 6 6 5 . d w g L A Y O U T : D 1 . 0 04/29/24 B. Madson J. Patterson, S. Mulia As noted 1 PERMITTING COMMENTS 05/21/24 04/05/24 04/22/24 04/22/24 NOTE: GC IS TO COMPLETELY INSPECT ALL EXISTING STOREFRONT SYSTEMS AND THE EXTERIOR FACADE OF TENANT SPACE. ANY DAMAGE TO THESE ASSEMBLIES FROM PRIOR USE IS TO BE BROUGHT TO THE ATTENTION OF THE ARCHITECT AND CSCM IMMEDIATELY. NOTE: GC IS TO PERFORM SELECTIVE DEMO TO SPACE AS REQUIRED TO INVESTIGATE THE CONDITIONS OF IN-WALL INSULATION AT THE EXISTING DEMISING WALLS. REPORT BACK TO THE DESIGN TEAM WITH THE AMOUNT AND TYPE OF INSULATION, AND ANY DEFICIENCIES FOUND. ALL DEMO IS TO BE REPAIRED. NOTES: ·GC IS PAPER OVER ALL EXPOSED GLAZING DURING CONSTRUCTION. ·GC IS TO INSTALL COMING SOON SIGNAGE AS PROVIDED BY CACM, AS COORDINATED WITH CSCM. ·GC IS TO FIELD VERIFY ALL EXISTING DIMENSIONS SHOWN. ANY ISSUES WITH THE LAYOUT OF THE NEW CONSTRUCTION SHOWN IN THIS DRAWING SET IS TO BE BROUGHT TO THE ATTENTION OF THE ARCHITECT AND CSCM IMMEDIATELY. ·GC IS TO REFER TO MEP DRAWINGS FOR SCOPE OF WORK REGARDING THE DEMOLITION / REPLACEMENT OF ANY EXISTING MECHANICAL EQUIPMENT WITHIN SPACE AND/OR ON EXTERIOR OF BUILDING. NOTE: GC IS TO CONFIRM, BEFORE ADDING NEW FINISHES. THAT THE ENTIRE SPACE IS WEATHER TIGHT. SHELL ENVELOPE INCLUDING BUT NOT LIMITED TO ALL OPENINGS SUCH AS STOREFRONTS, WINDOWS, AND DOORS ARE TO BE CAULKED AS NECESSARY TO ENSURE A WEATHER TIGHT SEAL. 1.EXISTING EXTERIOR DOORS TO REMAIN AND BE PROTECTED DURING ALL PHASES OF WORK. GC IS TO ADJUST OR REPLACE EXISTING THRESHOLDS AND WEATHER SEALS AS NEEDED TO PROVIDE A WEATHER TIGHT SPACE. CSRPM TO INSTALL NEW HIGH SECURITY KEYWAYS AS NOTED ON SHEET A1.4. GC IS TO INSPECT THE WORKING CONDITION OF ALL EXISTING HARDWARE AND ALERT CSCM IMMEDIATELY TO ANY DAMAGED OR NON-FUNCTIONING EQUIPMENT. GC IS TO REMOVE EXTERIOR HANDLES AND REFER TO SHEET A1.4 FOR NEW INTERIOR EGRESS HARDWARE. EXISTING FILM IS TO BE REMOVED. 2.EXISTING WINDOWS TO REMAIN, GC TO PROTECT DURING ALL PHASES OF WORK. 3.EXISTING ELECTRICAL PANELS TO REMAIN AND BE PROTECTED FOR REUSE. REFER TO ELECTRICAL DRAWINGS FOR MORE INFORMATION. 4.EXISTING RESTROOM IS TO BE COMPLETELY REMOVED, ALL PLUMBING CAPPED, AND AREA MADE READY FOR NEW WORK. INFILL EXISTING CONCRETE AS NEEDED. 5.COMPLETELY REMOVE ALL EXISTING INTERIOR PARTITION WALLS, DOORS, FIXTURES, FURNISHINGS, AND ACCESSORIES SHOWN DASHED, UON. REFER TO CONSTRUCTION PLAN AND MEP SHEETS FOR NEW SCOPES OF WORK. 6.COMPLETELY REMOVE ALL EXISTING FLOOR FINISHES, CEILING FINISHES, NON-SCHEDULED WALL FINISHES, AND WALL BASES FROM ENTIRE SPACE. ALL AREAS ARE TO BE MADE READY FOR NEW FINISHES. 7.COMPLETELY REMOVE ALL EXISTING ELECTRICAL / DATA OUTLETS, WIRING, PLUMBING, AND HVAC INSTALLATIONS THROUGHOUT SPACE THAT ARE NOT SLATED FOR REUSE, UON. REFER TO MEP DRAWINGS FOR SCOPES OF WORK. ALL WALLS ARE TO BE REPAIRED AS NEEDED. 8.EXISTING HIGH/LOW DRINKING FOUNTAINS ARE TO BE CAREFULLY REMOVED AND RETAINED FOR REINSTALLATION. REFER TO SHEET A1.0 FOR NEW LAYOUT. 9.EXISTING ACT IN THIS AREA IS TO BE COMPLETELY REMOVED AND REDONE. REFER TO SHEET A1.1 FOR NEW LAYOUT. 10.EXISTING GWB HEADER IS TO REMAIN AND BE PROTECTED. REFER TO SHEET A1.1 FOR MORE INFORMATION. 11.PORTION OF EXISTING DEMISING WALL SHOWN DASHED IS TO BE OPENED UP TO UNIFY THE TWO SPACES. GC IS TO COORDINATE THE TIMING OF ALL SCOPES OF WORK WITH THE CSCM PRIOR TO COMMENCEMENT. NOTE: GC IS TO FIELD VERIFY ALL EXISTING DIMENSIONS SHOWN, AND ANY DISCREPANCIES ARE TO BE BROUGHT TO THE ATTENTION OF THE ARCHITECT AND CSCM IMMEDIATELY. NOTE: UNLESS SPECIFICALLY NOTED WITHIN THESE CONSTRUCTION DOCUMENTS, THERE IS NO PLANNED SCOPE OF NEW WORK WITHIN THE EXISTING CHARLES SCHWAB SUITE OTHER THAN THE REPLACEMENT OF THE EXISTING HVAC UNITS. REFER TO SHEET A1.1 AND THE MEP DRAWINGS FOR MORE INFORMATION. AREA OF WORK KEY PLAN SCALE: 1/8" = 1'-0" NORTH PROPOSED AREA OF TENANT EXPANSION: SCOPE OF WORK AREA EXISTING TENANT SUITE (MARKED NIC): NO SCOPE OF WORK, UON *ALL PLAN SHEETS WITHIN THIS DRAWING SET REFER BACK TO THIS KEY PLAN 06/30/202306/30/2025 HALLWAY 119 OFFICE 120 RA M P D O W N OFFICE 122 OFFICE 123 CLOSET 124 OFFICE 121 NOT I N C O N T R A C T NOT I N C O N T R A C T NOT I N C O N T R A C T NOT I N C O N T R A C T NOT I N C O N T R A C T NOT I N C O N T R A C T NOT I N C O N T R A C T NOT I N C O N T R A C T NOT I N C O N T R A C T NOT I N C O N T R A C T 5 F10 A4.0 TYP. 11 ' - 0 14" V I F 10 ' - 0 " HO L D 5 5' - 6 34" VI F 15 ' - 2 " H O L D 5'- 8 " 5' - 0 " HO L D 5'-1114"17'-0"8'-11" HOLD8'-11" HOLD15'-11" 4'-0"4'-6" 119 124 123122 121 120 EQ . EQ . 1'-6" 11'-0" HOLD 4'-93 4" VIF 6'-312" VIF BBBBB 3 3 3 4TYP. 2 1 11 1 1 6 7 8 8 9 9 9 9 K E Y N O T E S: F L O O R P L A N L E G E N D : W A L L C O N S T R U C T I O N INDICATES EXISTING CONSTRUCTION TO REMAIN AND BE PROTECTED, UON. GC TO VERIFY AND MAINTAIN ANY EXISTING FIRE RATINGS PER LOCAL CODE. C B A A16 A4.0 A13 A4.0 A10 A4.0 US E R : B M A D S O N P L O T T E D : 5 / 2 1 / 2 0 2 4 - 2 : 1 1 P M U : \ P r o j \ C h a r l e s S c h w a b & C o . , I n c \ C A \ 2 3 . 0 0 0 3 6 6 5 . 0 0 0 - C S - A r c a d i a , C A \ D R A W I N G S \ A - I \ 3 _ C D \ A 1 . 0 _ 2 3 . 0 0 0 3 6 6 5 . d w g L A Y O U T : A 1 . 0 A1.0 Construction Plan STANDARD INTERIOR PARTITION. (ALL NEW WALLS TYPE "A", UON.) G E N E R A L N O T E S : F L O O R P L A N CONSTRUCTION PLAN SCALE: 1/4" = 1'-0" NORTH A B C D E F G H J K L M N P 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 181716151413121110987654321 C INFORMATION PROJECT #: SCALE: REVIEWED BY: DRAWN BY: ISSUE ISSUED FOR PROJECT SHEET INFORMATION INFORMATION REVISIONS CLIENT REVIEW PERMIT LANDLORD REVIEW CONTRACTOR SHALL BUILD ONLY FROM SETS STAMPED "CONSTRUCTION SET" HEREIN BID Th i s d r a w i n g , p r i n t e d o r o t h e r w i s e , i s t h e c o p y r i g h t e d p r o p e r t y o f N e l c o A r c h i t e c t u r e , I n c . T h e d r a w i n g m a y n o t b e u s e d , r e p r o d u c e d o r c o p i e d w i t h o u t t h e p e r m i s s i o n o f N e l c o A r c h i t e c t u r e , I n c . NELCO ARCHITECTURE, INC. NELSO www.nelsonworldwide.com Cincinnati, OH 45202 201 E. 4th. Street, Suite 1700 CHARLES SCHWAB ARCADIA 134 E. Huntington Dr. Arcadia, CA 91006 23.0003665 20 2 4 US E R : B M A D S O N P L O T T E D : 5 / 2 1 / 2 0 2 4 - 2 : 1 1 P M U : \ P r o j \ C h a r l e s S c h w a b & C o . , I n c \ C A \ 2 3 . 0 0 0 3 6 6 5 . 0 0 0 - C S - A r c a d i a , C A \ D R A W I N G S \ A - I \ 3 _ C D \ A 1 . 0 _ 2 3 . 0 0 0 3 6 6 5 . d w g L A Y O U T : A 1 . 0 04/29/24 B. Madson J. Patterson, S. Mulia As noted 1 PERMITTING COMMENTS 05/21/24 04/05/24 04/22/24 04/22/24 1.SHOULD THE DRAWINGS DISAGREE WITH THEMSELVES OR WITH THE SPECIFICATIONS OR SHOULD THE SPECIFICATIONS DISAGREE WITH THEMSELVES, THE BETTER QUALITY AND/ OR GREATER QUANTITY OF WORK OR MATERIALS SHALL BE ESTIMATED UPON AND SHOULD BE SUBMITTED TO ARCHITECT AS A REQUEST FOR INFORMATION. NO SUBSTITUTIONS ARE PERMITTED WITHOUT ARCHITECT'S WRITTEN APPROVAL. 2.THE ARCHITECT HAS ENDEAVORED TO VERIFY THAT ALL DIMENSIONS WORK WITH ALL WALL SYSTEMS AND FIXTURES. HOWEVER, IT MAY BE NECESSARY FOR THE MILLWORK CONTRACTOR TO SLIGHTLY ALTER A FIXTURE SIZE FOR VARIOUS REASONS. THEREFORE, THE GC SHALL VERIFY WITH MILLWORK CONTRACTOR THE ACTUAL SIZE OF ALL WALL SYSTEMS, COMPONENTS, AND FIXTURES BEFORE CONSTRUCTING ANY WALLS. 3.DIMENSIONS ARE TO FACE OF GWB OR CENTERLINE OF COLUMN. ALL ELEVATIONS ARE NOTED FROM FINISH FLOOR ELEVATIONS. 4.ALL GWB SHALL BE 5/8" TYPE 'X', UNLESS NOTED OTHERWISE. 5.PROVIDE DRYWALL TRIM BEAD AT ALL EXPOSED EDGES AND CORNERS. 6.GC SHALL FIELD VERIFY THAT ALL DEMISING WALLS EXTEND TIGHT TO STRUCTURE ABOVE, AND THAT ALL PENETRATIONS ARE SEALED TIGHT. GC SHALL PROVIDE ALL WORK REQUIRED TO CORRECT DEFICIENT CONDITIONS AS COORDINATED WITH CSCM. 7.DEMISING WALLS ARE NOT DESIGNED TO ACCOMMODATE LOADING. ALL FIXTURES MUST BE SUPPORTED BY THE FLOOR OR NEW WALL CONSTRUCTION. 8.ALL FRAMING LUMBER, PLYWOOD, AND CONCEALED WOOD SHALL BE FIRE RETARDANT TREATED (F.R.T.) - NO WOOD IN CEILING PLENUM. 9.STANDARD (MINIMUM) DIMENSION FROM ANY CORNER OR WALL TO FRAMING STUD AT DOOR JAMB OPENING SHALL BE 4", UON. 10.PROVIDE METAL OR F.R.T. WOOD BLOCKING FOR ALL SIGNS, HOOKS, AND ANY OTHER WALL MOUNTED EQUIPMENT. COORDINATE ALL BLOCKING REQUIREMENTS NECESSARY FOR MILLWORK WITH MILLWORK SUPPLIER. 11.SHOULD THESE DRAWINGS CALL FOR ANY PENETRATIONS WITHIN ANY WALLS THAT ARE REQUIRED TO BE FIRE RATED, WHETHER EXISTING OR NEW, GC IS TO USE ONLY UL LISTED METALLIC OR NON-METALLIC OUTLET BOXES AND UL APPROVED FIRE BARRIER PUTTY PADS IN ALL CASES. 12.THE GC SHALL FIELD VERIFY ACTUAL DIMENSIONS OF THE EXISTING SPACE AND OF ANY EXISTING CONSTRUCTION TO REMAIN BEFORE ANY WORK IS PERFORMED. IF ANY MEASUREMENTS DIFFER FROM DIMENSIONS SHOWN ON PLAN, GC IS TO NOTIFY THE ARCHITECT AND CSCM IMMEDIATELY. THE GC SHALL BE RESPONSIBLE FOR CORRECTING ANY AND ALL DISCREPANCIES FOUND AFTER THE WORK IS PERFORMED AT NO ADDITIONAL EXPENSE TO CHARLES SCHWAB. 13.GC TO VERIFY ALL FINISHED DIMENSIONS AND CHALK SPACE PRIOR TO CONSTRUCTION. FIELD CONDITIONS ALTERING ANY DIMENSIONS SHOULD BE BROUGHT TO THE ATTENTION OF THE ARCHITECT AND CSCM IMMEDIATELY. 14.THE GC SHALL COORDINATE WORK OF VARIOUS TRADES / SIB-CONTRACTORS IN INSTALLATION OF INTERRELATED WORK. BEFORE INSTALLATION OR WORK BY ANY TRADE BEGINS, MAKE PROPER PROVISIONS TO AVOID INTERFERENCES. CHANGES REQUIRED IN WORK CAUSED BY NEGLECT TO DO SO SHALL BE MADE AT NO COST TO CHARLES SCHWAB. 15.THE GC IS RESPONSIBLE FOR ALL TEMPORARY POWER AS NECESSARY. 16.THE GC IS RESPONSIBLE FOR TELEPHONE BOXES AND CONDUIT. 17.THE GC SHALL LEAVE NO GAPS AND FILL SOLID TO PIPING AND DUCTWORK TO MAINTAIN THE STRUCTURAL INTEGRITY OF DEMISING WALLS AND MAINTAIN A MINIMUM OF ONE HOUR FIRE SEPARATION AS REQUIRED. 18.MILLWORK TO BE FINISHED ON ALL VISIBLE SIDES. 19.ALL EXIT DOORS SHALL BE READILY OPENED FROM THE EGRESS SIDE WITHOUT USE OF KEY OR SPECIAL KNOWLEDGE. ALL EXIT DOORS SHALL HAVE ALL HARDWARE NECESSARY TO SATISFY THE REQUIREMENTS OF THE LOCAL ACCESSIBILITY CODES. 20.THE GC SHALL PROVIDE CAULK JOINTS WHERE GWB MEETS THE FLOOR OR ROOF DECK. PACK FLUTES AT DECK. 21.ALL INTERIOR FINISH AND TRIM MATERIALS SHALL MEET APPLICABLE CODES FOR FLAME SPREAD RATINGS. GC SHALL PROVIDE MANUFACTURER DOCUMENTATION AS REQUIRED. 22.ALL WORK, MATERIALS, AND EQUIPMENT SHALL BE GUARANTEED FOR A MINIMUM PERIOD OF ONE YEAR FROM DATE OF FINAL ACCEPTANCE. GC SHALL PROVIDE THE CSCM WITH ALL EQUIPMENT MANUALS, WARRANTIES, AND OPERATING INSTRUCTIONS AT PROJECT CLOSE OUT. 23.THE GC IS RESPONSIBLE FOR ALL FLOOR AND WALL PENETRATIONS FOR ELECTRICAL AND MECHANICAL WORK. ALL SUCH OPENINGS SHALL BE FRAMED AND REINFORCED. NO PENETRATIONS SHALL BE CUT THOUGH DEMISING WALLS, ROOF, OR FLOOR DECKS, WITHOUT PRIOR AUTHORIZATION BY THE LANDLORD. 24.THE GC SHALL CLEAN THE SITE OF ALL UNNECESSARY DEBRIS PRIOR TO STARTING CONSTRUCTION, AND SHALL KEEP THE SITE NEAT AND CLEAN AT ALL TIMES. GC SHALL CLEAN ALL DOORS, WINDOW GLASS, INTERIOR AND EXTERIOR WALLS, CEILINGS, AND FLOORS, AS WELL AS ALL INSTALLED ITEMS (FIXTURES) BEFORE VACATING THE PREMISES. 25.THE GC SHALL PATCH AND REPAIR EXISTING SURFACES AS NECESSARY BEFORE APPLYING NEW FINISHES. ALL SOFT, POROUS, FLAKING OR OTHERWISE DEFECTIVE FINISHES WILL BE REMOVED BEFORE APPLICATION OF NEW MATERIALS. OPENINGS, VOIDS, OR UNFINISHED SURFACES CREATED BY REMOVAL OR MODIFICATION OF EXISTING WORK SHALL BE FILLED OR PATCHED AND FINISHED AS NECESSARY TO MATCH EXISTING CONTINUOUS SURFACES OR NEW FINISHES AS REQUIRED. FLOOR SURFACES AT ENTRY SHALL BE LEVELED AS NEEDED TO ASSURE SMOOTH SURFACE FOR FINISH FLOOR INSTALLATION. 26.ALL EXISTING FIREPROOFING TO BE MAINTAINED. DAMAGE OR REMOVAL OF FIREPROOFING MUST BE REPAIRED OR REPLACED AT NO COST TO CHARLES SCHWAB. 27.GC SHALL BE RESPONSIBLE TO MAINTAIN THE STRUCTURAL, ARCHITECTURAL, FIRE RATING, AND SOUNDPROOFING INTEGRITY OF ALL DEMISING WALLS, FLOOR SLABS, BEAMS AND COLUMNS, AND ROOF STRUCTURES THROUGHOUT THE TENANT SUITE. 28.GC TO COORDINATE WITH CSCM THE DISPOSITION OF ANY QUESTIONABLE WALL SURFACES, PARTICULARLY IN AGED BUILDINGS, AS TO THE ACCEPTABLE MATERIALS AND FINISHES REQ. 29.GC TO REFER TO REQUIRED DOOR CLEARANCES ON SHEET A1.4 FOR ALL DOORS. 30.GC SHALL BE RESPONSIBLE FOR THE SHEATHING OF ANY EXISTING TENANT WALL AREAS THAT HAVE NOT BEEN SHEATHED BY OTHERS PRIOR TO TURN-OVER, OR WHERE REMOVAL OF EXISTING MATERIALS HAS CAUSED DAMAGE. MINIMUM ALLOWABLE SCOPE WOULD BE THE INSTALLATION AND FINISHING OF ONE LAYER OF 5/8" GWB, BUT SITE CONDITIONS MAY REQUIRE ADDITIONAL SCOPE SUCH AS THE ADDITION OF WALL INSULATION AND/OR STUD WORK PRIOR TO GWB INSTALLATION. GC IS TO WALK THE ENTIRE SPACE WITH CSCM AT BIDDING TO VERIFY THE COMPLETE SCOPE OF WORK. 31.ALL DRYWALL SURFACES ARE TO BE DONE TO A LEVEL 4 FINISH (MIN.). THE "GREETER WALL" AND ANY WALLS WHICH ARE TO RECEIVE VINYL WALLCOVERING ARE TO BE FINISHED TO A LEVEL 5 FINISH AS COORDINATED WITH THE CSCM. REFER TO SHEET A1.2 AND INTERIOR ELEVATIONS FOR MORE INFORMATION. 32.GC SHALL FIELD VERIFY ALL EXISTING STOREFRONT OPENINGS AND ENSURE THAT PROPER CONSTRUCTION, SEALING, AND FINISHING METHODS HAVE BEEN USED AT ALL GLAZING SYSTEMS AS WELL AS THE SURROUNDING BUILDING CONSTRUCTION. ANY VOIDS, DAMAGES, UNFINISHED CONDITIONS, ETC. ARE TO BE BROUGHT TO THE ATTENTION OF THE ARCHITECT AND CSCM IMMEDIATELY. GC IT TO COORDINATE THE CORRECTION OF ANY SUCH ISSUES WITH THE CSCM AND LANDLORD. 33.GC SHALL BE RESPONSIBLE FOR FURNISHING, AT ANY LARGE VOIDS WITHIN THE EXISTING CONCRETE FLOOR SLAB, A RAPID DRYING CONCRETE MIXTURE AND CLASS "A" VAPOR BARRIER WITH AN INSTALLATION THAT MEETS ASTM E 1643. MOISTURE CONTENT OF ALL EXISTING AND NEW CONCRETE SHALL BE FIELD TESTED TO 5LBS./24HRS. OR A R.H. OF NOT MORE THAN 80%. 34.GC TO FINISH ANY / ALL EXISTING SHELL BUILDING WALLS, COLUMNS, ETC. WHICH ARE LEFT UNFINISHED BY THE DEVELOPER WITH FURRING / FRAMING, INSULATION AND DRYWALL AS REQUIRED TO PROVIDE A FULLY FINISHED INTERIOR SPACE. 35.GC SHALL COORDINATE ANY X-RAYS OR CUTTING OF SLAB WITH LANDLORD PRIOR TO BEGINNING WORK. NO CUTTING OF SLAB DECK ABOVE IS PERMITTED. 36.GC TO COMPLETE ALL WORK FROM ALL TRADES IN THE I.T. CLOSET, INCLUDING A LOCKABLE DOOR, BASED ON THE COMPLETION SCHEDULE LISTED IN THE ELECTRICAL DRAWINGS. ROOM MUST BE SIGNED OFF BY CSCM AS BEING FINISHED. ANY EXCEPTION TO THIS MUST BE BY PRIOR APPROVAL BY CSCM. 37.ALL METAL STUD GAUGES PER STUD SCHEDULE L7/A4.0. SEE USG "STEEL-FRAMED DRYWALL SYSTEMS" LIMITING HEIGHT - STEEL STUD ASSEMBLIES CHART. USE THE L/240 ALLOWABLE DEFLECTION FIGURES ONLY. 38.ANY ACCESS PANELS REQUIRED ARE TO BE BE BROUGHT TO THE ATTENTION OF THE CSCM AND ARCHITECT IMMEDIATELY, AND ARE NOT TO BE PLACED IN FEATURE WALLS, OR WALLS WITH SPECIAL FINISHES. REFER TO SHEET AS1.0 FOR SPEC. NOTES: ·REFER TO SECTIONS ON SHEET A4.0 FOR SPECIFIC MAKEUP OF EACH WALL ASSEMBLY. ·ALL INTERIOR PARTITIONS ARE TO BE TYPE "A" WALLS, UON. ·ALL NEW INTERIOR PARTITION WALLS ARE NON-LOAD-BEARING UNLESS SPECIFICALLY NOTED OTHERWISE AND DETAILED AS SUCH. ·GC IS RESPONSIBLE TO LATERALLY BRACE ALL INTERIOR PARTITIONS PER LOCAL CODES. ·REFER TO F10/A4.0 FOR HEADER FRAMING DETAIL FOR ALL WALL OPENINGS. ·ALL DIMENSIONING OF EXISTING CONSTRUCTION TO BE VERIFIED IN FIELD. ·THERE SHALL BE NO PENETRATIONS MADE INTO EXISTING RATED DEMISING WALLS, UON. ANY PENETRATIONS THAT ARE REQUIRED MUST BE SEALED TO MATCH THE EXISTING CONSTRUCTION AND MAINTAIN REQUIRED FIRE RATINGS PER LOCAL CODE. ·GC TO SHEATH ALL TV WALLS, AND ALL RESTROOM WALLS AND CEILINGS, WITH GOLD BOND BRAND "SOUNDBREAK XP" GWB BY NATIONAL GYPSUM, OR A SUBMITTED AND APPROVED EQUAL PRODUCT. PHOTO DOCUMENTATION OF THIS IS TO BE PROVIDED TO ARCHITECT AND CSCM PRIOR TO FINISHES BEING INSTALLED. ·ALL WALLS IN WET AREAS SHALL BE CONSTRUCTED WITH MOISTURE RESISTANT DRYWALL OR BOARD TO AT LEAST 48" ABOVE FINISHED FLOOR, THE BOTTOM OF WHICH SHALL BE SEALED TO PREVENT MOISTURE DAMAGE TO THE INTERNAL WALL CONSTRUCTION. D A7 A4.0 STANDARD INTERIOR FURRING. 6" INTERIOR PARTITION. E A4 A4.0 FULL HEIGHT INTERIOR PARTITION. (UL-U419 / STC 53) PROVIDED FOR PRIVACY / STC RATING ONLY, AND NOT MEANT TO BE A FIRE RATED ASSEMBLY, UON. FULL HEIGHT INTERIOR CHASE WALL. (UL-U493 - STC 59) PROVIDED FOR PRIVACY / STC RATING ONLY, AND NOT MEANT TO BE A FIRE RATED ASSEMBLY, UON. NOTE: ANY AND ALL IN-WALL BLOCKING, PLUMBING, ELECTRICAL, ETC. THAT IS REQUIRED WITHIN EXISTING FINISHED CONSTRUCTION IS THE RESPONSIBILITY OF THE GC. AS IS THE PROPER REPAIR OF SAID CONSTRUCTION ONCE THE SCOPE HAS BEEN COMPLETED. 1.EXTERIOR STOREFRONT SYSTEM / WINDOWS / DOORS TO REMAIN. GC TO PROTECT IN PLACE DURING ALL PHASES OF CONSTRUCTION, UON. 2.EXTERIOR HANDLES ARE TO BE REMOVED FROM BOTH EXISTING EXTERIOR DOORS. ACTIVE LEAF IS TO RECEIVE A NEW INTERIOR EGRESS DEVICE, AND INACTIVE LEAF IS TO BE FIELD VERIFIED LOCKABLE VIA TOP AND BOTTOM BOLTS. IF INACTIVE LEAF IS NOT CURRENTLY LOCKABLE, GC IS TO ADD HARDWARE AS NEEDED TO MAKE LOCKABLE. 3.EXISTING BRICK WALL IS TO BE COVERED FROM FLOOR TO 6" ABOVE CEILING WITH 1 1/4" FURRING CHANNELS AND 5/8" GWB AS SHOWN. 4.EXISTING WINDOW OPENINGS ARE TO BE TIGHTLY LAMINATED IN NEW 5/8" GWB TO PROVIDE A FULLY FINISHED OPENING. 5.NEW 5/8" GWB IS TO PASS TIGHTLY OVER EXISTING STRUCTURAL BRICK PILASTER WITH FURRING TO EACH SIDE AS SHOWN. 6.EXISTING TENANT ELECTRICAL EQUIPMENT. GC IS TO REFER TO ELECTRICAL DRAWINGS FOR SCOPE OF WORK AND MORE INFORMATION. 7.EXISTING TENANT DRINKING FOUNTAINS ARE TO BE REINSTALLED IN THIS LOCATION AS SHOWN. REFER TO DETAILS C10 AND C13 ON SHEETS A4.1, AND TO PLUMBING DRAWINGS. 8.EXISTING ADA COMPLIANT GENDER NEUTRAL RESTROOMS ARE TO REMAIN AS-IS AND BE PROTECTED DURING ALL CONSTRUCTION, UON. RESTROOMS WERE PERMITTED IN 2019 WITH APPROVED PERMIT #19-816. SEE REFERENCE DRAWINGS. 9.ADD "WT-1" WINDOW SHADE TO THIS WINDOW. REFER TO SHEET A1.4 FOR SPEC. NOTE: GC IS TO COORDINATE THE TIMING OF ALL WORK WITH THE CSCM TO MITIGATE AS MUCH AS POSSIBLE ANY DISRUPTION TO THE EXISTING CHARLES SCHWAB TENANT'S DAILY BUSINESS. 06/30/202306/30/2025 ACT CLG. 10'-2" AFF HALLWAY 119 OFFICE 120 GWB HDR 8'-11" AFF ACT CLG. 9'-0" AFF GWB SOFFIT 10'-0" (TYP.) OFFICE 122 OFFICE 123 CLOSET 124 OFFICE 121 AA AA AA NOT I N C O N T R A C T NOT I N C O N T R A C T NOT I N C O N T R A C T NOT I N C O N T R A C T NOT I N C O N T R A C T NOT I N C O N T R A C T NOT I N C O N T R A C T NOT I N C O N T R A C T NOT I N C O N T R A C T NOT I N C O N T R A C T AAAAAAAAAA AA AA AA AA AA AA AA GWB HDR 8'-11" AFF ACT CLG. 10'-2" AFF ACT CLG. 10'-2" AFF BC (2x4)BC (2x4) BC (2x4)BC (2x4) BC ( 2 x 4 ) BC ( 2 x 4 ) BC ( 2 x 4 ) BC ( 2 x 4 ) ACT CLG. 10'-2" AFFACT CLG. 10'-2" AFF ACT CLG. 10'-2" AFF ACT CLG. 10'-2" AFF ACT CLG. 10'-2" AFF S4 S4 NOT I N C O N T R A C T M16 A4.1 1 TYP.3 2 1 TYP.3 2 1 TYP.3 2 1 TYP.3 2 1 TYP.2 1 TYP.2 1 TYP.2 1 TYP.6 2 4 5 5 5 EQ.EQ. 2'- 0 " M16 A4.1 F10 A4.1 F10 A4.1 F10 A4.1 F10 A4.1 INDICATES CEILING HEIGHT ABOVE FINISH FLOOR AND TYPE. 24" X 24" INDIRECT LIGHTING - SEE ELECTRICAL SHEETS FOR MORE INFORMATION. EDGE LIT EXIT SIGN W/ GREEN LETTERING. CEILING MOUNTED W/ RECESSED HOUSING, UON. SHADING INDICATES SINGLE OR DOUBLE FACED. 24" X 24" CEILING TILE AND GRID REFER TO FINISH SCHEDULE, SHEET A1.4 ITEM / FIXTURE DESCRIPTION / NOTES ALL EXIT SIGNAGE SHALL BE ILLUMINATED AT ALL TIMES. LED STRIP LIGHTING - SEE ELECTRICAL SHEETS FOR MORE INFORMATION. NUMBER IN PARENTHESIS INDICATES LENGTH IN FEET. 6" RECESSED DOWN LIGHT - SEE ELECTRICAL SHEETS FOR MORE INFORMATION. K E Y N O T E S: R E F L E C T E D C E I L I N G P L A N L E G E N D : R E F L E C T E D C E I L I N G P L A N FLOOR 0'-0" US E R : B M A D S O N P L O T T E D : 5 / 2 1 / 2 0 2 4 - 2 : 1 1 P M U : \ P r o j \ C h a r l e s S c h w a b & C o . , I n c \ C A \ 2 3 . 0 0 0 3 6 6 5 . 0 0 0 - C S - A r c a d i a , C A \ D R A W I N G S \ A - I \ 3 _ C D \ A 1 . 1 _ 2 3 . 0 0 0 3 6 6 5 . d w g L A Y O U T : A 1 . 1 A1.1 Reflected Ceiling Plan REFLECTED CEILING PLAN SCALE: 3/16" = 1'-0" G E N E R A L N O T E S : R E F L E C T E D C E I L I N G P L A N 1.PROVIDE AND INSTALL ALL NEW CHARLES SCHWAB STANDARD SUSPENDED CEILING GRID AND TILE, AND/OR GWB CEILINGS, UON. 2.GC SHALL COORDINATE THE WORK OF ALL SUBCONTRACTORS TO ENSURE CLEARANCES FOR DUCTS, PIPES, CONDUITS, FIXTURES, SUSPENSION SYSTEMS ETC. NECESSARY TO MAINTAIN THE FINISHED CEILING HEIGHT NOTED. CONTACT ARCHITECT TO RESOLVE CONFLICTS BEFORE PROCEEDING. CEILING GRID REFRAMING CHARGES DUE TO CEILING CONFLICTS WILL NOT BE ACCEPTED. 3.VERIFY EXISTING FIELD CONDITIONS AGAINST LOCATIONS OF NEW PLUMBING, MECHANICAL, ELECTRICAL, AND/OR STRUCTURAL ELEMENTS. INSTALL NEW PLUMBING, MECHANICAL, ELECTRICAL AND OTHER RELATED ITEMS SO AS TO NOT CONFLICT WITH EXISTING BUILDING ELEMENTS AS ABLE. ADVISE CSCM OF ANY CONFLICTS IMMEDIATELY. 4.VERIFY WITH LANDLORD THE APPROVED METHOD OF ATTACHMENT FOR ALL ITEMS ANCHORED TO OR SUSPENDED FROM THE EXISTING STRUCTURE. 5.ALL STRUCTURAL FRAMING, HANGERS, CHANNELS, RODS AND OTHER MISCELLANEOUS SUPPORT STEEL SHALL BE PROVIDED BY THE GC AS NECESSARY FOR THE PROPER SUPPORT OF SUSPENDED/SUPPORTED EQUIPMENT AND SHALL BE FASTENED TO STEEL, CONCRETE, OR MASONRY STRUCTURE AS APPLICABLE. COORDINATE WITH A LICENSED STRUCTURAL ENGINEER AS REQUIRED FOR INSTALLATION OF ALL EQUIPMENT. 6.ARCHITECTURAL PLAN SHALL GOVERN THE LOCATION OF OF ALL LIGHTING. ENGINEERING DRAWINGS TO GOVERN QUANTITY AND PLACEMENT OF ALL OTHER CEILING FIXTURES TO PROVIDE PROPER CONDITIONING AND FOR COMPLIANCE WITH APPLICABLE CODES. 7.PROVIDE CODE ACCEPTABLE AND APPROPRIATE SUSPENSION ANCHORING AND BRACING FOR INTEGRATION OF CEILING GRID, FIXTURES, AND ABOVE CEILING ITEMS. 8.PROVIDE AND INSTALL ALL NEW HVAC DIFFUSERS, GRILLES AND THERMOSTATS AS SPECIFIED, UON - REFER TO MECHANICAL DRAWINGS. 9.LOCATE EXHAUST FANS ABOVE NON-OCCUPIED SPACES. PROVIDE ACOUSTICALLY LINED DUCT TO GRILLE. REFER TO MEP SHEETS FOR FULL SCOPE OF WORK. 10.MECHANICAL CONTRACTOR TO COMFORT BALANCE THE HVAC SYSTEM AND SUBMIT TO CSCM A CERTIFIED AIR BALANCE REPORT PRIOR TO SUBSTANTIAL COMPLETION. REFER TO MEP SHEETS FOR FULL SCOPE OF WORK. 11.IF APPLICABLE ANY CHANGES REQUIRED TO THE FIRE SPRINKLER SYSTEM ARE TO BE ENGINEERED AND PERMITTED BY A LOCALLY LICENSED CONTRACTOR HIRED BY THE GC. 12.ALL NOTED CEILING DIMENSIONS ARE INDICATED AS CLEAR ABOVE FINISHED FLOOR. VERIFY THICKNESS OF FLOOR CONSTRUCTION WITH FLOORING SUB-CONTRACTOR PRIOR TO THE INSTALLATION OF ANY NEW CEILING CONSTRUCTION IN ORDER TO ACHIEVE NOTED REQUIRED DIMENSIONS. 13.ALL DIMENSIONS ARE TO FACE OF GWB, UON. 14.SEE SHEET A1.0 FOR WALL CONSTRUCTION LEGEND. 15.PROVIDE AND INSTALL ALL NEW LIGHT FIXTURES AND LAMPS AS SPECIFIED, UON. REFER TO ELECTRICAL DRAWINGS. 16.INSTALL ONLY UNDERWRITER'S LABORATORY, INC. (UL) LABELED DEVICES AND FIXTURES. 17.PROVIDE FIXTURE MOUNTINGS AND TRIMS APPROPRIATE FOR THE TYPE OF CEILING. 18.ALL LIGHT FIXTURES IN THE SAME SPACE ARE TO BE ORIENTED IN THE SAME DIRECTION. 19.LIGHT SWITCHES TO BE CENTERED VERTICALLY AT 40" A.F.F., UON. WHERE MORE THAN ONE SWITCH IS SHOWN AT THE SAME LOCATION, THEY SHALL BE GANGED AND FINISHED WITH A ONE PIECE COVERPLATE. SWITCHES TO BE HELD TIGHT TO CORNER 6"-9". 20.PROVIDE SCHWAB STANDARD ILLUMINATED EXIT SIGNS AS REQUIRED BY CODE. 21.MODIFY EXISTING LIFE SAFETY SYSTEMS TO INCLUDE SMOKE DETECTORS, SPEAKERS, STROBE LIGHTS, ETC. AS REQUIRED BY CODES AND BUILDING OFFICIALS. 22.STROBE LIGHTS TO HAVE WHITE COLOR BASE, MOUNT ABOVE LIGHT FIXTURE SWITCHES. 23.REFER TO LIGHTING AND ELECTRICAL DRAWINGS FOR LIGHT FIXTURE SPECIFICATIONS. 24.ALL FIRE PROTECTION INFORMATION IS SHOWN FOR DESIGN INTENT ONLY. IF SCOPE OF WORK INCLUDES NEW OR MODIFIED FIRE PROTECTION EQUIPMENT, SEE FIRE PROTECTION SHEETS FOR MORE INFORMATION. 25.ALL SPRINKLER HEADS TO BE CENTERED IN CEILING TILES, UON. GC TO NOTIFY ARCHITECT OF QUESTIONABLE LOCATIONS FOR VERIFICATION PRIOR TO INSTALLATION. GC TO COORDINATE WITH LANDLORD FOR SPRINKLER CONTRACTOR REQUIREMENTS. 26.ALL FIRE DEVICE LOCATIONS IN THE NEAR VICINITY OF GRAPHIC APPLICATIONS, ARTWORK OR DIRECTIONAL LIGHTING TO BE VERIFIED WITH CSCM. IN THE EVENT THAT THERE IS AN ALTERATION OF THE LOCATION IT IS THE GC'S RESPONSIBILITY TO VERIFY LOCAL CODE AND INSPECTION COMPLIANCE. 27.ALL CEILINGS, LIGHTS, HVAC, DUCTWORK, ETC. TO BE SUPPORTED FROM TOP CHORD OF EXISTING JOISTS USING STANDARD BEAM CLAMPS, TYP. 28.IN SEISMIC AREAS GC IS TO REFER TO SPECIFIC DETAILS FOR INSTALLATION OF SUSPENDED ACT CEILINGS. 29.SUSPENDED ACT CEILINGS IN SMALL SEPARATED AREAS SUCH AS CLOSETS SHALL BE CONFIGURED IN SUCH A WAY AS TO LIMIT THE AMOUNT OF CUT TILES, UON. 30.ACT CEILINGS IN SMALL SEPARATED AREAS SUCH AS CLOSETS ARE TO BE 10'-0" HIGH, UON. 31.ALL GWB CEILING, SOFFITS, HEADERS, ETC. ARE TO BE PAINTED PT-1, UON. 32.ANY ACCESS PANELS REQUIRED IN GWB CEILING AREAS ARE TO BE BE BROUGHT TO THE ATTENTION OF THE CSCM AND ARCHITECT IMMEDIATELY. REFER TO SHEET AS1.0 FOR SPEC. RLW (X) 24" X 48" INDIRECT LIGHT - SEE ELECTRICAL SHEETS FOR MORE INFORMATION. NOTE: WHILE NOT REQUIRED TO CONTRACT WITH, GC MUST OBTAIN A BID FOR ALL LIGHTING FIXTURES FROM: WIEDENBACH-BROWN CO. ATTN: KATHY MENDEZ (714) 982-1559 CharlesSchwab@wblight.com LED RECESSED FIXTURE DRYWALL MOUNTED (AGAINST BACK WALL), NUMBER IN PARENTHESIS INDICATES LENGTH IN FEET; REFER TO DETAIL J1/A4.1 AND ELECTRICAL SHEETS FOR MORE INFORMATION. RLG (X) NORTH S CEILING MOUNTED SPEAKER - SEE A/V SHEET FOR MORE INFORMATION. LED WALL SCONCE - SEE ELECTRICAL SHEETS FOR MORE INFORMATION. NUMBER IN PARENTHESIS INDICATES LENGTH IN FEET. CEILING MOUNTED PROJECTOR - SEE A/V SHEET FOR MORE INFORMATION. A B C D E F G H J K L M N P 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 181716151413121110987654321 C INFORMATION PROJECT #: SCALE: REVIEWED BY: DRAWN BY: ISSUE ISSUED FOR PROJECT SHEET INFORMATION INFORMATION REVISIONS CLIENT REVIEW PERMIT LANDLORD REVIEW CONTRACTOR SHALL BUILD ONLY FROM SETS STAMPED "CONSTRUCTION SET" HEREIN BID Th i s d r a w i n g , p r i n t e d o r o t h e r w i s e , i s t h e c o p y r i g h t e d p r o p e r t y o f N e l c o A r c h i t e c t u r e , I n c . T h e d r a w i n g m a y n o t b e u s e d , r e p r o d u c e d o r c o p i e d w i t h o u t t h e p e r m i s s i o n o f N e l c o A r c h i t e c t u r e , I n c . NELCO ARCHITECTURE, INC. NELSO www.nelsonworldwide.com Cincinnati, OH 45202 201 E. 4th. Street, Suite 1700 CHARLES SCHWAB ARCADIA 134 E. Huntington Dr. Arcadia, CA 91006 23.0003665 20 2 4 US E R : B M A D S O N P L O T T E D : 5 / 2 1 / 2 0 2 4 - 2 : 1 1 P M U : \ P r o j \ C h a r l e s S c h w a b & C o . , I n c \ C A \ 2 3 . 0 0 0 3 6 6 5 . 0 0 0 - C S - A r c a d i a , C A \ D R A W I N G S \ A - I \ 3 _ C D \ A 1 . 1 _ 2 3 . 0 0 0 3 6 6 5 . d w g L A Y O U T : A 1 . 1 04/29/24 B. Madson J. Patterson, S. Mulia As noted 1 PERMITTING COMMENTS 05/21/24 04/05/24 04/22/24 04/22/24 NOTE: ALL SUSPENDED CEILINGS ARE TO BE ACT-1, UON. REFER TO MATERIALS SCHEDULE AND ARCHITECTURAL SPECIFICATIONS FOR MORE INFORMATION.LED RECESSED FIXTURE GRID MOUNTED, NUMBER IN PARENTHESIS INDICATES LENGTH IN FEET; REFER TO DETAIL J1/A4.1 AND ELECTRICAL SHEETS FOR MORE INFORMATION. RLD (X) LED RECESSED FIXTURE DRYWALL MOUNTED, NUMBER IN PARENTHESIS INDICATES LENGTH IN FEET; REFER TO DETAIL J1/A4.1 AND ELECTRICAL SHEETS FOR MORE INFORMATION. BC BC4 AA S(X) WS(X) NOTES: ·REFER TO MEP DRAWINGS FOR MORE INFORMATION ON CEILING ITEMS AND SCOPES OF WORK. REFER TO DETAIL J4/A4.1 FOR REQUIRED CEILING TILE SCOPE AT HVAC REGISTERS. ·HVAC AND SPRINKLER LOCATIONS ARE DESIGNED BY OTHERS, AND ARE NOT SHOWN ON THIS PLAN. REFER TO SHEET MEP1.1 FOR A COMBINED CEILING COORDINATION PLAN. ALL CONTRACTORS MUST REFER TO THE RESPECTIVE MEP DRAWINGS FOR THEIR INDIVIDUAL SCOPES OF WORK. ·IN SPRINKLERED SPACES ALL SPRINKLER HEADS MUST BE WHITE CONCEALED HEADS, UON. GC TO COORDINATE THE REPLACEMENT OF EXISTING EXPOSED HEADS WITH CSCM. ·ALL SUSPENSION WIRES FOR ANY ITEMS TO BE HUNG FROM BUILDING STRUCTURE ARE TO BE ATTACHED TO THE INTERNAL STRUCTURE ONLY. NOTHING IS TO BE ATTACHED DIRECTLY TO THE ROOF DECK EXCEPT AS COORDINATED WITH BUILDING OWNER REQUIREMENTS. 1.ALL FIXTURES TO BE CENTERED IN CEILING TILE, UON. REFER TO MEP SHEETS FOR MORE INFORMATION. 2.SEPARATE CEILING GRID TO BE EQUALLY CENTERED IN BOTH DIRECTIONS WITHIN THIS ROOM / AREA AS SHOWN, OR IS TO BE LOCATED AS DIMENSIONED IF DIMENSIONED. DIMENSIONS SHOWN TAKE PRECEDENCE. 3.6 1/4" SAB INSULATION ABOVE ENTIRE CEILING IN THIS AREA. REFER TO SPECIFICATIONS. 4.START CEILING GRID IN THIS ROOM / AREA AT THIS FULL TILE SPACE AS INDICATED. 5.NEW EXIT LIGHT. REFER TO ELECTRICAL DRAWINGS FOR MORE INFORMATION. 6.NEW ACT CEILING TO MERGE THE TWO SPACES INTO ONE AS SHOWN. ALL WORK IS TO BE DONE AFTER THE TWO SPACES HAVE BEEN OPENED TO EACH OTHER. NOTE: ALL (4) EXISTING SETS OF SPLIT-SYSTEM HVAC EQUIPMENT, INCLUDING (4) FAN COIL UNITS SUSPENDED ABOVE EXISTING CEILINGS, ARE TO BE REMOVED AND REPLACED "LIKE-FOR-LIKE" AS PART OF THIS PROJECT. REFER TO MEP DRAWINGS FOR MORE INFORMATION. GC IS TO COORDINATE ANY SELECTIVE DEMO NECESSARY WITHIN THE EXISTING CHARLES SCHWAB SUITE TO PERFORM THIS SCOPE OF WORK WITH AS MINIMAL DISRUPTION TO THE TENANT'S DAILY WORK AS POSSIBLE. ANY EXISTING CONSTRUCTION OR FINISHES REMOVED OR ALTERED AS PART OF THIS SCOPE OF WORK ARE TO BE REPLACED / REFURBISHED TO ORIGINAL CONDITION. 06/30/202306/30/2025 HALLWAY 119 OFFICE 120 OFFICE 122 OFFICE 123 CLOSET 124 OFFICE 121 NOT I N C O N T R A C T NOT I N C O N T R A C T NOT I N C O N T R A C T NOT I N C O N T R A C T NOT I N C O N T R A C T NOT I N C O N T R A C T NOT I N C O N T R A C T NOT I N C O N T R A C T NOT I N C O N T R A C T NOT I N C O N T R A C T CPT-1 CPT-3 1 2 B 5CPT-1 CPT-3 1 2 B 5 B 5 CPT-1 CPT-3 1 2 B 5 CPT-1 CPT-3 1 2 LVT-1 2 3 PLANK DIRECTION LVT-1 2 3 PLANK DIRECTION LVT-1 2 3 PLANK DIRECTION LVT-1 2 3 PLANK DIRECTION LVT-1 2 3 PLANK DIRECTION PT 5 PT 5 PT 5 PT 5 4 5 6 HI G H L A N D W E A V E (C T - 1 ) CH A R C O A L T W E E D (C T - 3 ) REAR OF ROOM FRONT OF ROOM (DOOR WALL) PRIVATE OFFICE CARPET LAYOUT LVT PLANK PLACEMENT PROPERLY STAGGERED RANDOM JOINTS AVOID IMPROPERLY CLOSE JOINTS AND "H" PATTERNS NOTE: INSTALL LVT FLOORING WITH RANDOM, WELL SPACED, STAGGERED END JOINTS. REFER TO FINISH PLAN FOR STARTING POINT. IF NO STARTING POINT IS PROVIDED, INSTALL WITH MINIMAL CUTS IN PUBLIC AREAS. CONF. OR TEAM ROOM CARPET LAYOUT 2-COLOR COMPLETELY RANDOM LAYOUT (45° TO ROOM) SEMINAR ROOM CARPET LAYOUT 3-COLOR RANDOM STRIPED LAYOUT (45° TO ROOM) PL A N K D I R E C T I O N (S E E F I N I S H P L A N ) K E Y N O T E S: F L O O R A N D W A L L F I N I S H P L A N G E N E R A L N O T E S : F L O O R A N D W A L L F I N I S H P L A N 1.REFER TO MATERIALS SCHEDULE ON SHEET A1.4 FOR MATERIAL SPECIFICATIONS. 2.REPAIR, REFINISH, AND PREPARE AS APPLICABLE, EXISTING SURFACES TO RECEIVE NEW MATERIALS. THIS INCLUDES BUT IS NOT LIMITED TO, COLUMNS, PARTITIONS, FLOOR SLAB, CEILING, AND RELATED ITEMS AS REQUIRED. 3.GC IS TO REPAIR AND REFINISH EXISTING SURFACES TO REMAIN AS REQUIRED TO MATCH NEW CONSTRUCTION AND FINISH MATERIALS AND STANDARDS. THIS INCLUDES BUT IS NOT LIMITED TO EXISTING FLOORS, WALLS, COLUMNS, PARTITIONS, CEILINGS, DOORS, FRAMES, AND RELATED ITEMS. 4.REFER TO INTERIOR ELEVATION SHEETS FOR ADDITIONAL WALL FINISH INFORMATION. 5.ALL FLOOR COVERING MATERIALS TO BE INSTALLED PER MANUFACTURER'S STANDARD DETAILS AND SPECIFICATIONS. VERIFY WITH MANUFACTURER PRIOR TO INSTALLATION. 6.THE GC IS RESPONSIBLE FOR PROVIDING A SMOOTH LEVEL FLOOR SURFACE THAT MEETS THE MANUFACTURER'S INSTALLATION SPECIFICATIONS PRIOR TO THE INSTALLATION OF ALL FLOORING MATERIALS. USE EPOXY BASED LEVELING COMPOUND AND PATCH / SHIM ALL AREAS AS NECESSARY SO THAT NEW FLOORING MEETS LEVEL WITH ALL OTHER FLOORING SURFACES. A MAXIMUM SLOPE OF 1:20 IS TO BE MAINTAINED ON ALL FLOORS. 7.THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING THAT THE CONDITION OF THE SUB-FLOOR MEETS THE INSTALLATION SPECIFICATIONS AND REQUIREMENTS PRIOR TO THE INSTALLATION OF NEW FLOORING MATERIALS. 8.LEVEL-4 EGGSHELL FINISH ON ALL DRYWALL, UON. REFER TO FINISH PLAN AND ELEVATIONS FOR MORE INFORMATION. 9.ALL DRYWALL SURFACES ARE TO BE PAINTED P-51, UON. 10.ALL PAINT GRADE DOORS TO BE PAINTED P-51 SEMI GLOSS, UON. 11.GC MUST INVESTIGATE THE MOISTURE LEVEL OF THE ENTIRE CONCRETE FLOOR SLAB. IF SLAB DOES NOT MEET FLOORING MANUFACTURER'S SET GUIDELINES, GC IS TO NOTIFY CSCM IMMEDIATELY AND MUST INCLUDE PROVISIONS TO READY SLAB FOR FLOORING INSTALLATIONS. ANY CONCRETE SLAB REPAIRS OR ADDITIONS UNDER 28 DAYS OLD ARE TO BE SEALED BY THE GC PER CARPET MANUFACTURER'S SPECIFICATIONS. REFER TO ARCHITECTURAL SPECIFICATIONS FOR MORE INFO. 12.DIMENSIONS OF WALL COVERINGS MAY BE NOMINAL. GC IS TO FIELD MEASURE MATERIAL PRIOR TO CUTTING OR INSTALLING SPECIFIED FRAMES. 13.GC TO COORDINATE WITH CSCM FOR THE INSTALLATION AND SPECIFICATIONS OF THE CARPET TILES INSTALLED. SEE SHEET A1.4 FOR MORE INFORMATION. 14.GC IS TO FINISH ALL WALLS WITHIN THE SPACE, WHETHER EXISTING OR NEW, TO A LEVEL 4 FINISH (MINIMUM). ANY WALLS THAT ARE TO RECEIVE WALL COVERINGS, SIGNAGE, OR GRAPHICS ARE TO BE FINISHED TO LEVEL 5, UON. 15.IN THE CASE OF A WOOD SUB-FLOOR, THE GC IS TO FULLY INVESTIGATE EXISTING CONDITIONS AND VERIFY THAT NEW FLOORING PRODUCTS CAN BE APPLIED AS DESIGNED. ANY ISSUES ARE TO BE BROUGHT TO THE CSCM'S ATTENTION. 16.ALL TRANSITIONS BETWEEN FLOORING TYPES OR COLORS OCCURRING AT A DOORWAY SHALL BE CENTERED UNDER THE CLOSED DOOR. US E R : B M A D S O N P L O T T E D : 5 / 2 1 / 2 0 2 4 - 2 : 1 1 P M U : \ P r o j \ C h a r l e s S c h w a b & C o . , I n c \ C A \ 2 3 . 0 0 0 3 6 6 5 . 0 0 0 - C S - A r c a d i a , C A \ D R A W I N G S \ A - I \ 3 _ C D \ A 1 . 2 _ 2 3 . 0 0 0 3 6 6 5 . d w g L A Y O U T : A 1 . 2 A1.2 Finish Plan Floor and Wall FLOOR AND WALL FINISH PLAN SCALE: 1/4" = 1'-0" GC MUST USE THE CS SPECIFIC "NPN" NUMBER, AND COPY THE TARKETT REP. AS SPECIFIED IN THE MATERIALS LEGEND ON SHEET A1.4 WHEN ORDERING WALL BASE. NORTH GC IS TO REFER TO INTERIOR ELEVATIONS FOR CLARIFICATION OF ACCENT PAINT LOCATIONS AND REQUIREMENTS. ANY AREAS IN QUESTION ARE TO BE BROUGHT TO THE ATTENTION OF THE ARCHITECT. A B C D E F G H J K L M N P 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 181716151413121110987654321 C INFORMATION PROJECT #: SCALE: REVIEWED BY: DRAWN BY: ISSUE ISSUED FOR PROJECT SHEET INFORMATION INFORMATION REVISIONS CLIENT REVIEW PERMIT LANDLORD REVIEW CONTRACTOR SHALL BUILD ONLY FROM SETS STAMPED "CONSTRUCTION SET" HEREIN BID Th i s d r a w i n g , p r i n t e d o r o t h e r w i s e , i s t h e c o p y r i g h t e d p r o p e r t y o f N e l c o A r c h i t e c t u r e , I n c . T h e d r a w i n g m a y n o t b e u s e d , r e p r o d u c e d o r c o p i e d w i t h o u t t h e p e r m i s s i o n o f N e l c o A r c h i t e c t u r e , I n c . NELCO ARCHITECTURE, INC. NELSO www.nelsonworldwide.com Cincinnati, OH 45202 201 E. 4th. Street, Suite 1700 CHARLES SCHWAB ARCADIA 134 E. Huntington Dr. Arcadia, CA 91006 23.0003665 20 2 4 US E R : B M A D S O N P L O T T E D : 5 / 2 1 / 2 0 2 4 - 2 : 1 1 P M U : \ P r o j \ C h a r l e s S c h w a b & C o . , I n c \ C A \ 2 3 . 0 0 0 3 6 6 5 . 0 0 0 - C S - A r c a d i a , C A \ D R A W I N G S \ A - I \ 3 _ C D \ A 1 . 2 _ 2 3 . 0 0 0 3 6 6 5 . d w g L A Y O U T : A 1 . 2 04/29/24 B. Madson J. Patterson, S. Mulia As noted 1 PERMITTING COMMENTS 05/21/24 04/05/24 04/22/24 04/22/24 L E G E N D : F L O O R A N D W A L L F I N I S H P L A N 1.REFER TO SHEET G1.0 FOR RESPONSIBILITY SCHEDULE. 2.ALL WALLS ARE TO BE PAINTED P-51 WITH B-1 BASE, UON. 3.ALL WALL BASE COLORS ARE TO MATCH THE WALL'S PAINT COLOR, UON. 4.REFER TO INTERIOR ELEVATIONS FOR MORE FINISHES INFORMATION. 5.SEMI-GLOSS PAINT TO BE USED ON PAINTED DOORS AND FRAMES PER THE NOTES ON SHEET A1.4, UON. 6.CERAMIC TILED AREAS ARE TO BE LAID OUT IN SUCH A WAY TO MINIMIZE THE NUMBER OF CUT TILES. WHOLE TILES ARE TO BE USED WHERE EVER POSSIBLE AND ESPECIALLY IN THE MAIN FOCAL AREA OF EACH ROOM. 7.CARPET IS TO BE LAID USING "TAC-TILE" METHOD. N O T E S : CPT-4 CT-2 CT-1 CPT-X CARPET TILE LUXURY VINYL TILE PLANK ENTRANCE MAT CERAMIC FLOOR TILE CERAMIC WALL TILE SEE INTERIOR ELEVATIONS FOR BASE LOCATIONS LVT-1 CT-3 / CT-4 BEVERAGE CTR. BACKSPLASH TILE CARPET AND LVT ARE TO BE INSTALLED IN PATTERNS AS DESIGNED FOR EACH ROOM / AREA FOR CHARLES SCHWAB BY INTERFACE CARPET. GENERAL LAYOUTS ARE SHOWN ON THIS SHEET FOR REFERENCE ONLY. FINAL INSTALLATION FOR EACH AREA AND FLOORING TYPE IS TO FOLLOW THE FULL COLOR "CHARLES SCHWAB DESIGN MANUAL" AS PRODUCED BY INTERFACE CARPET AND PROVIDED TO GC BY CSCM. GC IS TO CONFIRM IN WRITING TO THE DESIGN TEAM THE RECEIPT OF THE FULL COLOR CHARLES SCHWAB DESIGN MANUAL, AND ALERT TEAM TO ANY QUESTIONS VIA OFFICIAL RFI PRIOR TO ANY INSTALLATIONS. THERE ARE TO BE NO TRANSITION STRIPS PLACED BETWEEN DIFFERING FLOORING, UON. ALL FLOORING TRANSITIONS ARE TO BE SEAMLESS. TRANSITIONS AT DOOR OPENINGS ARE TO BE HIDDEN BELOW THE DOOR IN THE CLOSED POSITION. F I N I S H E S N O T E S : F L O O R A N D W A L L F I N I S H P L A N A.THE GC SHALL BE RESPONSIBLE FOR PROPER PREPARATION OF ALL NEW AND EXISTING SURFACES IN A SATISFACTORY MANNER TO RECEIVE NEW FINISHES. THIS INCLUDES THE DEMOLITION AND REMOVAL OF NECESSARY ITEMS. TOUCH-UP AND/OR REFINISH OF SURFACES DAMAGED BY SUBSEQUENT WORK SHALL BE THE RESPONSIBILITY OF THE GC. ALL WORK SHALL BE PERFORMED IN CONFORMANCE WITH THE MANUFACTURER'S RECOMMENDED INSTALLATION METHODS. THE GC SHALL PREPARE THE EXISTING FLOOR PRIOR TO THE APPLICATION OF FINISH FLOORING. THE EXISTING FLOOR MUST BE STRUCTURALLY SOUND, AND SMOOTH AND LEVEL TO WITHIN A TOLERANCE OF ONE-EIGHTH INCH PER FOOT. LATEX CEMENT PATCHING COMPOUND SHALL BE UTILIZED AS NEEDED (NO ASPHALT BASED COMPOUNDS). B.ALL SURFACES WHICH ARE TO RECEIVE A PAINT FINISH SHALL BE PRIMED AND FINISHED IN ACCORDANCE WITH THE WRITTEN SPECIFICATIONS. C.ALL JOINTS IN GWB WALLS SHALL BE FINISHED WITH PAPER TAPE 2' WIDE AND THREE COATS OF VINYL, DRY OR PREMIXED JOINT COMPOUND. ALL OUTSIDE CORNERS SHALL BE FINISHED WITH METAL CORNER BEADS, TAPED AND SPACKLED. ALL AREAS TO BE PAINTED SHALL BE SANDED SMOOTH. JUST PRIOR TO THE APPLICATION OF THE FIRST COAT OF PAINT, WIPE SANDED SURFACES WITH A DAMP CLOTH IN ORDER TO LAY FLAT ANY NAP WHICH MAY HAVE FORMED IN SANDING. D.THE PAINT CONTRACTOR SHALL REMOVE ALL HARDWARE, SWITCH COVERS, ETC. PRIOR TO PAINTING AND BE RESPONSIBLE FOR THE REINSTALLATION AFTER PAINTING IS COMPLETED. E.ALL JOINTS BETWEEN MATERIALS TO BE TIGHT AND CONSTRUCTED IN A NEAT WORKMANLIKE MANNER. F.FINISH FLOORING INSTALLATION SHALL BE IN CONFORMANCE WITH THE MANUFACTURER'S RECOMMENDED INSTALLATION GUIDELINES. COORDINATE THE INSTALLATION WITH OTHER TRADES, SUCH AS ELECTRICAL. G.REFER TO SHEET A1.2 FOR FINISHES PLAN, AND SHEET AS1.0 FOR FULL SPECIFICATIONS. H.THE INTENT OF THE FINISH SPECIFICATION IS TO PROVIDE A SATISFACTORY FINISH TO ALL PARTS OF THE WORK. COVER ALL SURFACES THOROUGHLY. I.ALL FINISHES SHALL BE TOUCHED UP TO CORRECT ANY IMPERFECTIONS AFTER INSTALLATION. FIXTURE CONTRACTOR SHALL PROVIDE TO THE GC ALL MATERIALS FOR TOUCH UP WORK. THE GC SHALL BE RESPONSIBLE FOR THE APPLICATION OF ADDITIONAL COATS OF THE SPECIFIED MATERIAL TO GIVE SATISFACTORY COVERAGE, AT NO ADDITIONAL COST TO OWNER. IF THE SPECIFIED NUMBER OF COATS DOES NOT ACCOMPLISH THE INTENT. J.VINYL TILE INSTALLATION SHALL BE FREE OF BUCKLES, JOINTS OR IMPERFECTIONS. SEAMS SHALL BE IN ACCURATE ALIGNMENT ALONG BOTH COORDINATES. UPON COMPLETION, PROVIDE FIFTEEN FULL EXTRA TILES FOR FUTURE TENANT USE. K.CLEAN ALL GLASS SURFACES WITH LIQUID GLASS CLEANER AT PROJECT COMPLETION. L.ALL PAINT FINISHES TO BE EGGSHELL WITH THE EXCEPTION OF WET AREAS, FACTORY FINISHED DOOR FRAMES, AND PAINTED DOORS WHICH ARE TO BE SEMI-GLOSS. M.ALL EXPOSED METAL FINISHES TO BE A BRUSHED TYPE STEEL OR ALUMINUM, WITH THE EXCEPTION OF PAINTED METAL, IN WHICH CASE SURFACE TO BE FACTORY FINISHED IN COLOR NOTED. N.GC IS TO SUBMIT FULL MANUFACTURER SHOP DRAWINGS FOR ALL DOOR AND FRAME SYSTEMS TO THE ARCHITECT FOR REVIEW AND APPROVAL PRIOR TO ORDERING ANY MATERIALS. O.ALL INTERIOR WALL AND CEILING FINISH MATERIALS ARE TO BE CLASSIFIED AS "CLASS A" PER ASTM E84 OR UL 723 WITH A FLAME SPREAD INDEX OF 0-25 AND A SMOKE DEVELOPED INDEX OF 0-450. GC IS TO PROVIDE MANUFACTURER DATA AS REQUESTED. P.ALL INTERIOR FLOOR FINISHES AND COVERING MATERIALS SHALL BE CLASSIFIED IN ACCORDANCE WITH ASTM AND NFPA 253 AS "CLASS I" TO BE COMPLAINT WITH THE REQUIREMENTS OF THE DOC FF-1 "PILL TEST" AND A SMOKE DEVELOPED INDEX OF 0-450. NOTE: GC IS TO PROVIDE A SEPARATE LINE ITEM BID TO ADD THE OPTIONAL DOOR GASKET "A" TO THE RESTROOM DOORS ONLY. REFER TO SHEET A2.0 FOR MORE INFORMATION. 1.FOR CARPET INSTALLATION REFER TO THE NOTES AND DETAILS ON THIS SHEET, SHEET A1.4, AND MANUFACTURER'S INSTRUCTIONS. DIRECTIONAL ARROWS DENOTE THE PATTERN DIRECTION IN EACH ROOM. 2.RUBBER WALL BASE TO MATCH WALL COLOR, TYP. REFER TO FINISH SCHEDULE, ELEVATIONS, AND DETAIL M1 / A4.0 FOR MORE INFORMATION. 3.FOR LVT FLOORING INSTALLATION REFER TO NOTES AND DETAILS ON THIS SHEET, SPEC. INFORMATION ON SHEET A1.4, AND TO MANUFACTURER'S INSTRUCTIONS. 4.NEW LVT FLOORING IS TO BE TIED INTO EXISTING LVT AT THIS POINT. ANY PARTIAL EXISTING PLANKS ARE TO BE REMOVED AND FULL WIDTH PLANKS SEWN IN. 5.EXISTING FINISHES ARE TO REMAIN AND BE PROTECTED BEYOND THIS POINT. 6.EXTERIOR WALL SURFACES OF EXPANSION AREA, AS WELL AS ENTIRE SOUTH AND EAST BUILDING FACADES ARE TO BE PREPPED AND PAINTED P-51 TO MATCH EXISTING BUILDING FRONT AREA. ALL PAINT WORK IS TO BE DONE USING MATERIALS SUITABLE FOR EXTERIOR USE. REFER TO SHEET A1.4 FOR PAINT COLOR. GC IS RESPONSIBLE FOR FIELD VERIFYING ALL EXTERIOR SURFACES TO BE REPAINTED, AND PREPARING SURFACES AS NEEDED PRIOR TO ANY NEW FINISH APPLICATION. NOT U S E D 06/30/202306/30/2025 HALLWAY 119 OFFICE 120 RA M P D O W N MG OFFICE 122 OFFICE 123 CLOSET 124 OFFICE 121 NOT I N C O N T R A C T NOT I N C O N T R A C T NOT I N C O N T R A C T NOT I N C O N T R A C T NOT I N C O N T R A C T NOT I N C O N T R A C T NOT I N C O N T R A C T NOT I N C O N T R A C T NOT I N C O N T R A C T NOT I N C O N T R A C T NOT I N C O N T R A C T SG PLANT 2PLANT 2 PLANT 2 PLANT 3 PLANT 4 11 1 1 1 1 2 1 12 1 2 1 12 1 2 1 12 1 2 1 12 2 1 1 1 EQ.EQ. OP E N D O O R FURN. ARTIST PLAQUE CAN BE ON LEFT OR RIGHT DEPENDING ON FURNITURE / LIGHT SWITCH PLACEMENT; REFER TO K13/A4.0 5'- 0 " ARTIST PLAQUE TYPICAL PRIVATE OFFICE ARTWORK PLACEMENT 1.FURNITURE IS SHOWN FOR REFERENCE ONLY AND IS NOT IN THE CONTRACT. CHARLES SCHWAB SHALL PROVIDE FURNITURE SPECIFICATIONS AND INSTALLATION DRAWINGS AS NEEDED. 2.EQUIPMENT LISTED IN THE TPM EQUIPMENT LEGEND IS NOT IN CONTRACT, UON. REFER TO ELECTRICAL DRAWINGS FOR MORE INFORMATION ON THE EQUIPMENT REQUIREMENTS. 3.EQUIPMENT LISTED IN FACILITIES EQUIPMENT LEGEND IS TO BE PROVIDED AND INSTALLED PER THE NOTATIONS IN THE LEGEND. 4.GC SHALL COORDINATE ELECTRICAL/TEL/DATA/FEED REQUIREMENTS WITH CSCM. 5.EXACT LOCATION OF POWER & DATA RECEPTACLES ADJACENT TO FURNITURE SHALL BE PER DIMENSIONS IN ELECTRICAL DRAWINGS. GC IS TO RECEIVE FURNITURE DRAWINGS FROM CSCM AND IS TO CHECK FOR DISCREPANCIES. 6.REFER TO ELECTRICAL DRAWINGS FOR ELECTRICAL DEVICE TYPES, RATINGS, AND MOUNTING HEIGHTS. 7.GC SHALL CONSULT WITH A LICENSED STRUCTURAL ENGINEER AND OBTAIN ACCEPTANCE FROM CSCM, THE LANDLORD, AND THE AHJ PRIOR TO MODIFYING ANY STRUCTURAL ELEMENTS TO ACCOMMODATE UTILITIES AND OUTLETS. 8.COORDINATE ANY CUTTING OF THE FLOOR SLAB FOR ACCOMMODATION OF FLOOR BOXES WITH BUILDING MANAGEMENT AND STRUCTURAL ENGINEER. 9.ALL FURNITURE SHOWN ON PLAN MUST BE VERIFIED BY FURNITURE VENDOR AND CHECKED BY CSCM. 10.NOT ALL EQUIPMENT LISTED IN THE LEGENDS MAY BE USED. 11.WALL MOUNTED DEVICES SUCH AS SWITCHES, THERMOSTATS, FIRE STROBES, ETC. SHOULD BE PLACED AS CLOSE TO THE EDGES OF WALLS AS POSSIBLE TO FREE UP THE MAIN PORTION OF THE WALL FOR TENANT ART, GRAPHICS, ETC. WALL MOUNTED DEVICES ARE NOT ALLOWED ON "FEATURE" WALLS. GC AND EC ARE TO REFER TO ELECTRICAL DRAWINGS AND FINISH PLAN. 1.FRAMED ARTWORK PROVIDED BY CS, GC TO INSTALL AT 5'-0" A.F.F. ON CENTER IN LOCATION SHOWN. ART PIECES ARE TO BE EQUALLY CENTERED ON AVAILABLE WALL SPACE, UON. REFER TO INTERIOR ELEVATIONS FOR ADDITIONAL INFORMATION. GC IS TO CONTACT CSDM FOR A NUMBERED ARTWORK PLAN. 2.INTERNALLY LIT TENANT WALL GRAPHICS PROVIDED BY CS AND INSTALLED BY GC. ELECTRICAL CONNECTIONS REQUIRED BY GC. REFER TO INTERIOR ELEVATIONS, DETAIL A4 / A4.0, AND ELECTRICAL DRAWINGS FOR MORE INFORMATION. G E N E R A L N O T E S : F U R N I T U R E / E Q U I P M E N T P L A N US E R : B M A D S O N P L O T T E D : 5 / 2 1 / 2 0 2 4 - 2 : 1 1 P M U : \ P r o j \ C h a r l e s S c h w a b & C o . , I n c \ C A \ 2 3 . 0 0 0 3 6 6 5 . 0 0 0 - C S - A r c a d i a , C A \ D R A W I N G S \ A - I \ 3 _ C D \ A 1 . 3 _ 2 3 . 0 0 0 3 6 6 5 . d w g L A Y O U T : A 1 . 3 A1.3 Location Plan Furniture and Equipment REFER TO INTERIOR ELEVATIONS FOR MORE INFORMATION ON SCHWAB BRANDING GRAPHICS. I N T E R I O R B R A N D G R A P H I C L E G E N D : F U R N I T U R E / E Q U I P M E N T L O C A T I O N P L A N DIMENSIONS / NOTESINSTALL BYTYPE#PROVIDED BY SMALL GRAPHIC 40"W x 30"HSCHWAB KIOSK 28"W x 16"D x 72"H FREESTANDING DUAL-SIDED DISPLAY FIXTURESCHWAB TABLE TOP 9"W x 9"HSCHWAB INTERIOR LOGO SCHWAB VENDORSIGN VENDOR BRAND POSITIONING 52"W x 52"H MAIN SQUARE AND (2) SIDE ACCENT SQUARESSCHWAB SG KSK TT IL "OWN YOUR TOMORROW"INSTALLATION VARIES BY LOCATION; REFER TO SHEETS A1.1 AND A2.1 FOR MORE INFO.SIGN VENDOROYT INSTALLATION VARIES BY LOCATION; REFER TO INTERIOR ELEVATIONS FOR MORE INFO. T P M E Q U I P M E N T L E G E N D : F U R N I T U R E / E Q U I P M E N T L O C A T I O N P L A N (HxWxD) IN INCHESDESCRIPTIONEQUIPMENT# (ALL ITEMS FURNISHED BY CHARLES SCHWAB, UNO) BACK OFFICE COPY AREA - FREE STANDING (LEAVE OPEN FLOOR AREA) COLOR LASERJET PRINTER MULTI-FUNCTION COPIER/ FAX/PRINT COMBINATION LOBBY AREA18.94 X 19.1 X 17.7RECEIPT PRINTER DMS DESKTOP PC FOR USE WITH SCHWAB TV'S 7.87 X 1.85 X 8.85 UNDER TV IN CREDENZA, BEHIND TV IN PAC BOX, OR IN AV CLOSET 16.5 X 21.3 X 20.6 1 2 3 4 5 6 7 8 35.8 X 26.4 X 26.6 BACK OFFICE, COPY AREA, COUNTERTOP 6.9 X 9.5 X 1.4ARUBA CONTROLLERARUBA REFER TO ELECTRICAL DRAWINGS FOR LOCATIONS AS COORDINATED WITH CS TPM; NOT TO INTERFERE WITH LIGHTS, HVAC, OR FP 5.2 X 5.3 X 1.8ARUBAARUBA CEILING-MOUNTED ACCESS POINT9 10 I.T. CLOSET - ON RACK 11 12 CONFERENCE TABLE PHONE WIRELESS SPEAKER PHONE13 CONFERENCE ROOM TABLE 19" EQUIPMENT RACK IT EQUIPMENT RACK (SEE PLAN FOR QUANTITY) (SEE SHEET E5.1 FOR ADDITIONAL REQ.)14 IN I.T. CLOSET; SECURED TO FLOOR AND PLYWOOD BACK-BOARD 84 X 19 17 DIGITAL MEDIA SERVER AV CLOSET - ON RACK IN-WALL BOX "BACK BOX" CHIEF MFG. (REFER TO AV SHEET FOR MODEL)18.38 X 16.88 X 3.41 FURNITURE AND EQUIPMENT LOCATION PLAN SCALE: 3/16" = 1'-0" NORTH DESKTOP PHONEVOIP PHONE OFFICES AND GREETER DESK UPS UNINTERRUPTIBLE POWER SUPPLY LOCATED IN I.T. RACK - REFER TO SHEET E5.3 OF ELECTRICAL DRAWINGS FOR FULL SPECIFICATIONS T Y P I C A L P R I V A T E O F F I C E A R T W O R K L O C A T I O N LAPTOP COMPUTER 21.9 X 17.1 X 9.2 W/ STAND DESKTOP MONITOR OFFICES, GREETER DESK (ADDITIONAL LOCATIONS AS SHOWN) CURRENT LAPTOP 24" DELL LCD MONITOR (1) AT GREETER AND (2) AT EA. PRIVATE OFFICE TO BE INSTALLED AT EACH WALL MOUNTED TV; GC IS TO FOLLOW MFG. INSTRUCTIONS FOR INSTALLATION OF OUTLETS. SCHWAB VENDOR SCHWAB VENDOR GENERAL CONTRACTOR GENERAL CONTRACTOR GENERAL CONTRACTOR SIZE VARIES BASED ON LOCATION AND USEWALL MOUNTED LED TV LOBBY, CONFERENCE ROOM, AND/OR SEMINAR ROOM A B C D E F G H J K L M N P 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 181716151413121110987654321 C INFORMATION PROJECT #: SCALE: REVIEWED BY: DRAWN BY: ISSUE ISSUED FOR PROJECT SHEET INFORMATION INFORMATION REVISIONS CLIENT REVIEW PERMIT LANDLORD REVIEW CONTRACTOR SHALL BUILD ONLY FROM SETS STAMPED "CONSTRUCTION SET" HEREIN BID Th i s d r a w i n g , p r i n t e d o r o t h e r w i s e , i s t h e c o p y r i g h t e d p r o p e r t y o f N e l c o A r c h i t e c t u r e , I n c . T h e d r a w i n g m a y n o t b e u s e d , r e p r o d u c e d o r c o p i e d w i t h o u t t h e p e r m i s s i o n o f N e l c o A r c h i t e c t u r e , I n c . NELCO ARCHITECTURE, INC. NELSO www.nelsonworldwide.com Cincinnati, OH 45202 201 E. 4th. Street, Suite 1700 CHARLES SCHWAB ARCADIA 134 E. Huntington Dr. Arcadia, CA 91006 23.0003665 20 2 4 US E R : B M A D S O N P L O T T E D : 5 / 2 1 / 2 0 2 4 - 2 : 1 1 P M U : \ P r o j \ C h a r l e s S c h w a b & C o . , I n c \ C A \ 2 3 . 0 0 0 3 6 6 5 . 0 0 0 - C S - A r c a d i a , C A \ D R A W I N G S \ A - I \ 3 _ C D \ A 1 . 3 _ 2 3 . 0 0 0 3 6 6 5 . d w g L A Y O U T : A 1 . 3 04/29/24 B. Madson J. Patterson, S. Mulia As noted 1 PERMITTING COMMENTS 05/21/24 04/05/24 04/22/24 04/22/24 K E Y N O T E S: F U R N I T U R E / E Q U I P M E N T P L A N PROVIDE INSTALL CS CS CS CS CS CS CS CS CS CS CS CS CS GC CS CS GC GC CS CS CS CS GC GC CS CS CS VENDOR LOCATION/ADDITIONAL INFORMATION CS VENDOR COMMUNITY WALLCW SCHWAB VENDOR INSTALLATION VARIES BY LOCATION, GRAPHIC PANELS INSTALLED BY CS VENDOR; REFER TO INTERIOR ELEVATIONS FOR MORE INFO. BP GENERAL CONTRACTOR 15 CHECK SCANNERCHECK SCANER WELCOME BAR / GREETER DESK (IN CABINET)CS CS 16 16GB I-PADTABLET WELCOME BAR / I-PAD TABLE (QUANTITY BY CS)CS CS 3 1 #TYPE QTY LOCATION(S) TOWNSQUARE PLANT (TABLE)0 1 ON DESK IN PRIVATE OFFICE ON FLOOR IN PRIVATE OFFICES AND/ OR CONFERENCE ROOM PER PLAN TOWNSQUARE PLANT (FLOOR) ON TABLETOP IN TOWNSQUARE P L A N T L E G E N D : F U R N I T U R E / E Q U I P M E N T L O C A T I O N P L A N PLANT5 PLANT4 PLANT3 PLANT2 FAUX SUCCULENT ON FLOOR IN TOWNSQUARE PER PLAN NOTES OFFICE PLANT (DESK) SILK ORCHID NOTE: ALL PLANT SPECIES AND CONTAINER TYPES ARE TO BE PROVIDED BY VENDOR PER CS DESIGN AGREEMENT FOR EACH LOCATION. TOUCHDOWN, LIVING ROOM, OFFICE, CONF. ROOM (FLOOR) 0SEMINAR ROOM PLANT (FLOOR)PLANT1 ON FLOOR IN SEMINAR ROOM PER PLAN GC GC DESIGNER NOTE: IF YOUR PROJECT HAS EXISTING FURNITURE TO REMAIN FOR REUSE YOU MUST CALL IT OUT ON THIS PLAN AS SUCH SO THE FURNITURE VENDOR KNOWS NOT TO REPLACE IT. COLOR PRINTER MULTI-FUNCTION PRINTER RECEIPT PRINTER DIGITAL MEDIA SERVER MANY ITEMS IN THE LEGENDS ABOVE MAY ALREADY BE EXISTING AT THIS LOCATION. GC IS TO COORDINATE WITH CSCM FOR THE POSSIBLE PROTECTION AND RELOCATION OF THESE ITEMS. 06/30/202306/30/2025 DESCRIPTION: ALUMINUM DOOR WITH TEMPERED GLASS INSET. DOOR ELEVATION ABOVE SHOWN FROM INTERIOR. **REFER TO DOOR HARDWARE NOTES BELOW FOR LOCKING REQUIREMENTS.** FIRE ASSEMBLY: MAINTAIN EXIST. RATING, W/O. DOOR TYPES TYPE C EXISTING EGRESS DOOR TYPE B CLOSET DOOR TYPE H EXISTING REAR EGRESS DOOR FIRE ASSEMBLY: NON-RATED DESCRIPTION: SOLID CORE DOOR WITH PAINT GRADE VENEER ON BOTH SIDES. **EXTERIOR DOOR TO HAVE HIGH SECURITY KEYWAYS (MEDECO OR EQUAL TO BE APPROVED BY CSCM AND CS SECURITY. KEYS MUST READ "DO NOT DUPLICATE" AND EACH KEY TO BE STAMPED IN NUMERICAL SEQUENCE.** A16 A4.1 A16 A4.1 FIRE ASSEMBLY: EXISTING RATING (IF ANY) TO BE MAINTAINED. DOOR PULL - SEE HARDWARE SCHEDULE FOR MORE INFORMATION TYPE J TEMPERED GLASS DOUBLE DOORS DESCRIPTION: FLUSH 1/2" TEMPERED GLASS DOOR, GL-1 FIRE ASSEMBLY: NON-RATED (VERIFY RATING AT ENTRY DOORS) DESCRIPTION: SOLID CORE DOOR WITH PAINT GRADE VENEER ON BOTH SIDES, PAINT DOOR PER THE DOOR FINISH NOTES BELOW. FACTORY WHITE ALUMINUM FRAME SET. EQ.EQ. FIRE ASSEMBLY: NON-RATED TYPE A PRIVATE OFFICE DOOR A13 A4.1 GL 1 TYP. 10 " 6" DESCRIPTION: STAINED WOOD DOOR WITH FACTORY INSTALLED 1/4" TEMPERED GLASS INSET. CLEAR ALUMINUM FRAME SET W/ 3/8" TEMPERED GLASS SIDELITE PANELS W/ BUTT-JOINTED FINISHED EDGES PER SPECIFICATIONS. 4'- 0 " IN F I L L M T L . S T U D W / C O N T . F R T W O O D B L O C K I N G A T J A M B FIRE ASSEMBLY: NON-RATED DESCRIPTION: FRAMELESS DOOR OPENING. SOLID CORE DOOR WITH PAINT GRADE VENEER ON BOTH SIDES. PAINT PER THE NOTE BELOW FINISH SCHEDULE. A10 A4.1 C16 A4.1 E16 A4.1 E16 A4.1 C16 A4.1 A16 A4.1 A16 A4.1 FIRE ASSEMBLY: NON-RATED TYPE E SEMINAR ROOM DOORS DESCRIPTION: FRAMELESS 1/2" TEMPERED GLASS DOUBLE DOORS WITH MATCHING SIDELITE AND TRANSOM PANELS AS SHOWN. 90 ° C O R N E R 3" 42 " 6"6" LATCH-SIDE APPROACHHINGE-SIDE APPROACHFRONT APPROACH LATCH-SIDE APPROACHHINGE-SIDE APPROACHFRONT APPROACH PU L L S I D E PU S H S I D E DOOR + 36" (ADA "d") 54 " ( A D A " e " ) 60 " ( A D A " d " ) DOOR + 36" (CBC "d") DOOR + 24" 54 " ( A D A " i " ) 48 " ( A D A " h " ) DOOR + 24"DOOR + 22" 60 " 48 " SWING DOOR MINIMUM CLEAR FLOOR AREAS 12 °(5 ) S e c . 1 1 2 3 DOOR + 18" 60 " ( C B C " h " ) 3 ADA "a" / CBC "a" ADA "b&c" / CBC "b&c"ADA "f&g" / CBC "f&g"ADA "j&k" / CBC "j&k" ADA "d&e" / CBC "d"ADA "h&i" / CBC "h" 12" 3 44 " ( C B C " f " ) 42 " ( A D A " f " ) 48 " ( A D A " g " ) 60 " ( C B C " d " ) DOOR + 42" (ADA "e") 48 " ( C B C " g " ) 44 " ( C B C " j " ) 42 " ( A D A " j " ) 48 " ( A D A " k " ) 48 " ( C B C " k " ) 2 3 90 ° NOTES FLOOR AREA KEY NOTES: 1.ADDITIONAL CLEAR FLOOR AREA REQUIRED WHEN DOOR HAS BOTH CLOSER AND A LATCH. 2.ADDITIONAL CLEAR FLOOR AREA REQUIRED WHEN DOOR HAS CLOSER. 3.ALTERNATIVE CLEAR FLOOR AREAS AS SHOWN PER CALIFORNIA BUILDING CODE. "DOOR" = 32" MIN. CLEAR CONTRACTOR(S) SHALL ADJUST ALL INTERIOR DOORS SO THAT THE REQ. OPENING FORCE IS 5 lbs OR LESS. ANY DOOR WITH A CLOSER SHALL BE ADJUSTED TO SLOW THE CLOSING TIME TO 5 SEC. (MIN.) FROM A STARTING POINT OF 90° TO 12° FROM CLOSING. REFER TO DIA.: ACTIVE DOOR IS TO RECEIVE A NEW CLOSER AND INTEGRATED EXIT DEVICE FOR EMERGENCY EGRESS ONLY INACTIVE DOOR IS TO BE FIELD VERIFIED TO HAVE EXISTING TOP AND BOTTOM SLIDE BOLTS, AND IS TO REMAIN LOCKED10 " MI N EXTERIOR DOOR PULLS ARE TO BE REMOVED FROM BOTH DOORS AND HOLES CAPPED DOOR/HARDWARE NOTESACCESSIBILITY NOTES MA T E R I A L FI N I S H WI D T H DOOR / OPENING NU M B E R TY P E HE I G H T TH I C K N E S S MA T E R I A L FI N I S H FRAME RA T I N G HE A D JA M B COMMENTSHA R D W A R E TY P E DOOR SCHEDULE DOOR AND FRAME FINISH SCHEDULE DOOR HARDWARE SCHEDULE 1.CLOSERS - FURNISHED AND INSTALLED BY GC. DOOR CLOSERS TO HAVE A MAXIMUM OPENING FORCE OF 5 LBS (INTERIOR HINGED DOORS). THE SWEEP PERIOD OF THE CLOSER SHALL BE ADJUSTED SO THAT FROM AN OPEN POSITION OF 70 DEGREES, THE DOOR SHALL TAKE AT LEAST 3 SECONDS TO MOVE TO A POINT 3 IN. FROM THE LATCH, MEASURED TO THE LEADING EDGE OF THE DOOR. 2.ALL DOOR HINGES TO BE STEEL BALL BEARING, FULL MORTISE TYPE. 4.ALL METAL DOOR FRAMES TO BE PROVIDED WITH SILENCERS. 5.ALL INTERIOR DOORS TO BE PROVIDED WITH COMMERCIAL GRADE FLOOR STOPS. WALL MOUNTED DOOR STOPS ARE NOT ALLOWED. 6.GC TO SUBMIT TYPE-WRITTEN SHOP DRAWINGS AND PRODUCT LITERATURE FOR ALL DOORS AND HARDWARE SPECIFIED. 7.GC SHALL ENSURE ALL EXISTING DOORS TO REMAIN TO BE IN GOOD OPERATING ORDER AND TO MEET CURRENT BUILDING CODES AND ADAAG REQUIREMENTS. GC TO RESTORE DOORS AND HARDWARE TO "LIKE NEW" CONDITION. 8.EXTERIOR HINGES TO HAVE NON-REMOVEABLE PINS. 9.ALL RATED DOORS TO BE SUPPLIED WITH THRESHOLDS AND GASKETS PER SPECIFICATIONS AND CODE. 10.COORDINATE EXTERIOR DOOR DETAILS AND THRESHOLDS WITH LANDLORD. 11.REFER TO DOOR SCHEDULE FOR DOOR/FRAME COLOR DESIGNATIONS. 12.ALL EXTERIOR DOORS ARE TO HAVE HIGH SECURITY KEYWAYS (MEDECO OR EQUAL. KEYS MUST READ "DO NOT DUPLICATE" AND EACH KEY MUST BE STAMPED IN NUMERICAL SEQUENCE) PER CLIENT SECURITY REQUIREMENTS. CS RPM WILL ARRANGE A LOCKSMITH TO SWITCH DOOR LOCKS AT TURNOVER. 13.GC IS TO ENSURE THAT ALL EXTERIOR DOORS HAVE ADEQUATE WEATHER STRIPPING. VERIFY EXISTING, AND REPLACE AS NECESSARY. 14.GC SHALL ENSURE THAT GAPS AT BOTTOM OF ALL INTERIOR DOORS ARE HELD TO 3/16" MAX. WITHOUT IMPACTING THE FINISHED FLOORING. DOOR UNDERCUTS ARE NOT REQUIRED EXCEPT AT SPECIFIC ROOMS WHERE AIRFLOW IS NEEDED, SUCH AS RESTROOMS AND MOP CLOSETS. REFER TO DOOR SCHEDULE FOR MORE INFORMATION. 15.GC SHALL ENSURE THAT THE CHOSEN ALUMINUM DOOR FRAME MANUFACTURER CAN MEET THE PROJECT REQUIREMENTS FOR THROAT SIZES AT ALL WALL THICKNESSES, INCLUDING AT RESTROOMS, ETC. 16.DOORS TO "WET" AREAS, SUCH AS RESTROOMS, BREAK ROOM, MOP CLOSET ARE TO HAVE KICK PLATES ON PUSH SIDE. REFER TO ELEVATION. 1.THIS PROJECT SHALL COMPLY WITH ALL STATE AND LOCAL ACCESSIBILITY GUIDELINES. 2.THRESHOLDS SHALL BE NO HIGHER THAN 1/2" ABOVE THE FLOOR. EDGE TO BE BEVELED WITH A SLOPE NO GREATER THAN 1 IN 2. 3.DOOR HARDWARE SHALL BE OF THE LEVER OR PUSH TYPE, MOUNTED 34" TO 44" ABOVE THE FLOOR AND BE OPERABLE WITH A MAXIMUM EFFORT OF 5 LBS. FOR INTERIOR DOORS. 4.ACCESSIBLE DOORS MUST BE A MINIMUM 3'-0"W X 6'-8"H. MODIFY IF REQUIRED. 5.REFER TO LEGEND ON THIS SHEET FOR ACCEPTABLE REQUIRED STRIKE/PUSH SIDE DOOR CLEARANCES ON DOOR CLOSERS. 6.FLOOR SHALL BE LEVEL THROUGHOUT. 7.HOT WATER AND DRAIN PIPES UNDER LAVATORIES SHALL BE INSULATED. 8.IN CASES WHERE RESTROOM SIGNAGE IS PLACED NEXT TO THE DOOR, THE CENTERLINE OF THE SIGN IS TO BE 9" OUTSIDE THE DOOR SWING. 9.CS SIGN VENDOR TO PROVIDE AND INSTALL SIGNS TO RESTROOM FACILITIES AS SHOWN IN THE DETAILS ON THIS SHEET. 10.GC SHALL VERIFY WITH SUPPLIER THAT ALL HARDWARE MEETS ALL STATE AND LOCAL CODE REQUIREMENTS. (REFER TO SHEET AS1.0 FOR MORE INFORMATION): A NO FRAME (FINISHED GWB OPENING) B HOLLOW METAL FRAME (PAINTED PER DOOR FINISH NOTE ON THIS SHEET) C 112" EXTRUDED ALUMINUM FRAMES W/ 1" SNAP-ON "REVEAL" TRIM PROFILE BY: WILSON PARTITIONS - SNAP ON TRIM SERIES w/ 1" TRIM (www.wilsonpart.com) WESTERN INTEGRATED - 300 SERIES w/ 1" TRIM. (aluminumdoorframes.com) FRAMEWORKS - TYPE II SYSTEM W/ 1" TRIM (www.frameworks.com) D EZY JAMB - "EZC" (OUTSWING) OR "ISD" (INSWING) TRIMLESS DOOR FRAME WITH ROC YORK RY-80 CONCEALED HINGES (FRAME NOT TO BE MORTISED FOR LEVER SET) US E R : B M A D S O N P L O T T E D : 5 / 2 1 / 2 0 2 4 - 2 : 1 1 P M U : \ P r o j \ C h a r l e s S c h w a b & C o . , I n c \ C A \ 2 3 . 0 0 0 3 6 6 5 . 0 0 0 - C S - A r c a d i a , C A \ D R A W I N G S \ A - I \ 3 _ C D \ A 1 . 4 _ 2 3 . 0 0 0 3 6 6 5 . d w g L A Y O U T : A 1 . 4 A1.4 Finish Schedule Door Schedule and C 1 3/4"7'-0"(2) 3'-0"119 --EXISTEXISTEXISTEXIST EXIST EXISTING DOOR TO BE VERIFIED ACCESSIBLE. CS RPM IS TO REKEY AS NOTED BELOW. PORTIONS OF EXISTING HARDWARE ARE TO BE MODIFIED FOR EGRESS. EXISTING FINISHES TO REMAIN AND BE PROTECTED. INTERIOR BUTT GLAZING: CR LAURENCE "EZCC" - CLEAR COPOLYMER STRIP (SIZE PER GLASS THICKNESS) ALTERNATE: CR LAURENCE "WCS1" WATER CLEAR SILICONE. A B C D E F G H J K L M N P 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 181716151413121110987654321 C INFORMATION PROJECT #: SCALE: REVIEWED BY: DRAWN BY: ISSUE ISSUED FOR PROJECT SHEET INFORMATION INFORMATION REVISIONS CLIENT REVIEW PERMIT LANDLORD REVIEW CONTRACTOR SHALL BUILD ONLY FROM SETS STAMPED "CONSTRUCTION SET" HEREIN BID Th i s d r a w i n g , p r i n t e d o r o t h e r w i s e , i s t h e c o p y r i g h t e d p r o p e r t y o f N e l c o A r c h i t e c t u r e , I n c . T h e d r a w i n g m a y n o t b e u s e d , r e p r o d u c e d o r c o p i e d w i t h o u t t h e p e r m i s s i o n o f N e l c o A r c h i t e c t u r e , I n c . NELCO ARCHITECTURE, INC. NELSO www.nelsonworldwide.com Cincinnati, OH 45202 201 E. 4th. Street, Suite 1700 CHARLES SCHWAB ARCADIA 134 E. Huntington Dr. Arcadia, CA 91006 23.0003665 20 2 4 US E R : B M A D S O N P L O T T E D : 5 / 2 1 / 2 0 2 4 - 2 : 1 1 P M U : \ P r o j \ C h a r l e s S c h w a b & C o . , I n c \ C A \ 2 3 . 0 0 0 3 6 6 5 . 0 0 0 - C S - A r c a d i a , C A \ D R A W I N G S \ A - I \ 3 _ C D \ A 1 . 4 _ 2 3 . 0 0 0 3 6 6 5 . d w g L A Y O U T : A 1 . 4 04/29/24 B. Madson J. Patterson, S. Mulia As noted 1 PERMITTING COMMENTS 05/21/24 04/05/24 04/22/24 04/22/24 MATERIAL FINISHES & COLOR SCHEDULE - NO SUBSTITUTES ACCEPTED 3'-0"8'-0"1 3/4"-A16/A4.1 A16/A4.1 SEE NOTE THIS PAGE FOR WOOD DOOR PAINTING INSTRUCTIONS.B 7CFACTORY WHITE SEE COMMENT 120, 121, 122, 123 124 -3'-0"8'-0"1 3/4"2A16/A4.1 A16/A4.1AC CLEAR ALUM. DOOR IS TO BE STAINED HARDWOOD STILE AND RAIL TYPE, WITH FULL GLASS INSET. REFER TO THE DOOR FINISH NOTES ON THIS SHEET FOR MORE INFORMATION. SEE COMMENT ·PAINTED WOOD DOORS IN CLEAR ALUMINUM COLORED FRAMES ARE TO BE PAINTED PT-1 (SG). ·PAINTED WOOD DOORS IN FACTORY FINISHED WHITE ALUMINUM FRAMES ARE TO BE PAINTED (SG) TO MATCH FRAME MANUFACTURER'S COLOR SPECIFICATION. ·PAINTED WOOD DOORS IN A "FRAMELESS" OPENING ARE TO BE PAINTED (SG) TO MATCH ADJACENT WALL COLOR. MASONITE ARCHITECTURAL, VT INDUSTRIES, ETC. DESCRIPTION / COMMENTSMANUFACTURER NEW PAINTED WOOD DOORS ·TENANT SUITE SIDE OF EXISTING PAINTED EXTERIOR DOORS AND FRAMES ARE TO BE REFURBISHED AS REQUIRED AND REPAINTED PT-1 (SG), UON. ·EXISTING PAINTED INTERIOR DOORS (TO REMAIN FOR REUSE) ARE TO BE REFURBISHED AS REQUIRED AND REPAINTED PT-1 (SG), UON. ·EXISTING PAINTED INTERIOR DOOR FRAMES (TO REMAIN FOR REUSE) ARE TO BE REFURBISHED AS REQUIRED AND REPAINTED PT-1 (SG), UON. MANUFACTURER EXISTING PAINTED DOORS GC IS TO CONFIRM SCOPE WITH CSCM PRIOR TO REFINISHING ANY EXISTING DOORS OR FRAMES. ·EXISTING EXTERIOR STOREFRONTS, DOORS, FRAMES, ETC. ARE TO BE INVESTIGATED FOR DAMAGE AND REFURBISHED AS REQUIRED AND AS APPLICABLE FOR THE MATERIAL TYPE AND FINISH. MANUFACTURER EXISTING ANODIZED METAL DOORS AND FRAMES GC IS TO CONFIRM SCOPE WITH CSCM PRIOR TO REFINISHING ANY EXISTING DOORS OR FRAMES. DESCRIPTION / COMMENTS DESCRIPTION / COMMENTS ·BASIS OF DESIGN FOR WHICH ALL FACTORY STAINED WOOD DOORS ARE TO ADHERE: MASONITE "ASPIRO" SERIES, PS WALNUT, NUTMEG FINISH; VT INDUSTRIES, PS CHERRY, RAVINE (RA-18) FINISH; OR OREGON DOOR, PS CHERRY, "CHARLES SCHWAB #1" FINISH. ALL ARE EQUALLY ACCEPTABLE FOR USE BASED ON LEAD TIMES. IF ANY OF THE THREE ABOVE PRE-APPROVED DOOR OPTIONS ARE CHOSEN TO BE USED EXACTLY AS NOTED AN EMAILED SPEC. SHEET SUBMITTAL IS ACCEPTABLE. ·ALTERNATE: CUSTOM STAINED WOOD DOORS ARE TO MATCH "OFS CUSTOM WOOD STAIN, CONTROL #CFW-8973" AS PROVIDED BY CSDM. ALL STAINED WOOD DOORS REQUIRE PHYSICAL PRE-FINISHED MANUFACTURER SAMPLES BE SENT TO AND APPROVED BY CSDM & ARCHITECT PRIOR TO ORDERING. MANUFACTURER NEW STAINED WOOD DOORS DESCRIPTION / COMMENTS ·BASIS OF DESIGN FOR WHICH ALL EXTRUDED ALUMINUM INTERIOR FRAMES ARE TO ADHERE: FRAMEWORKS TYPE-II SYSTEM , 1 1/2" FRAME WITH 1" SNAP ON "REVEAL" STYLE TRIM. ·REFER TO DOOR TYPES ELEVATIONS ON THIS SHEET FOR FRAME FINISHES. ·MANUFACTURER'S STOCK "CLEAR" ALUMINUM FINISH IS STANDARD AT ALL STAINED WOOD DOORS. ·MANUFACTURER'S STOCK FACTORY WHITE FINISH IS STANDARD AT ALL PAINTED WOOD DOORS. NOTE - WHERE FACTORY FINISHED WHITE FRAMES ARE USED THE GC MUST REQUEST A COLOR SAMPLE CHIP FROM THE FRAME MANUFACTURER AND PAINT THE DOOR TO MATCH THE FRAME. MANUFACTURER NEW EXTRUDED ALUMINUM FRAMES FRAMEWORKS, WILSON PARTITIONS, WESTERN INTEGRATED, ETC. DESCRIPTION / COMMENTS FORMICA PRODUCT: CITADEL WARP #5882 58 (MATTE) "CUSTOM" INSTALLATION (BACK OFFICE BASE CABINET FACES) MANUFACTURERTYPE MILLWORK PRODUCT: WHITE #949-58 (MATTE) "CUSTOM" INSTALLATION (BACK OFFICE COUNTERTOPS, UPPER CABINETS, AND OPEN SHELVING) FORMICA TYPE MANUFACTURER GLASS WINDOW TREATMENT FLOORING WALLCOVERING TYPE MANUFACTURER CLIENT SPECIFIC MARKETING WALLCOVERING TO BE INSTALLED BEHIND BEVERAGE BAR ABOVE WALL TILE. NOTE: WHERE BEVERAGE BAR IS NOT BORDERED BY WALLS, GC MUST PROVIDE AND INSTALL FRY REGLET WCTBT125-217 TRIM. REFER TO ELEVATION M6/A2.2. DESIGNTEX CONTACT: SARAH MORGAN 917-821-3425 CS PREFERRED PRICE / LEAD TIME PATTERN: "ARI" #6739-401 COLOR: RIVER VINYL WALLCOVERING FOR RESTROOMS. REFER TO SHEET A2.0 FOR LOCATIONS. NO SUBSTITUTIONS. PL-1 PL-2 PL-3 WC-3 WC-2 WC-1 GL-1 BLEACHED CONCRETE #601 "PREMIUM" INSTALLATION (RESTROOM LAVATORY TOP) FORMICA CLASSICS SOLID SURFACING SS-1 KOROSEAL INTERIOR PRODUCTS CONTACT: JENNIFER OKUNSKI 855-753-5474 CS PREFERRED PRICING WC-4 VINYL "DISTRACTION BANDING" PROVIDED BY CS VENDOR . REFER TO INTERIOR ELEVATIONS. CENTER BAND AT 48" AFF. HOLD BACK 1/16" FROM EDGES. NO SUBSTITUTIONS. APPLY FILM TO OPPOSITE SIDE OF GLASS FROM HALLWAYS CS VENDOR 48" REPEAT MECHO SHADES THERMOVEIL 1713 - 1% OPEN, GREY, W/ FASCIA TRIM TO MATCH EXISTING, UON (MANUAL OPERATION) MANUFACTURERTYPE WT-1 MARLITE (OR EQUAL) STANDARD FRP (48" HIGH) FINISH: SMOOTH WHITE FRP TILE: DUNE #1775 24"x24"x5/8" BEVELED TEGULAR (.50 NRC) GRID: ARMSTRONG SILHOUETTE 9/16" WITH 1/8" REVEAL WALL ANGLE: 7874 SHADOW MOLDING (REFER TO AS1.0 IN SEISMIC AREAS) ARMSTRONG MANUFACTURERTYPE CEILING - ACOUSTICAL TILE & GRID ACT-1 NOTES: 1) GC MUST INCLUDE CHRIS SITAROV (chris.sitarov@draperinc.com) WHEN BIDDING WINDOW SHADES. 2) CORDS ON ALL SHADES ARE TO BE LOCATED ON ACCESSIBLE SIDE OF SHADE, AND ARE TO BE LONG ENOUGH TO BE REACHABLE FROM A STANDING POSITION. 3) OVERRIDE SWITCH FOR MOTORIZED LOBBY / HALLWAY SHADES IS TO BE GANGED WITH LOBBY LIGHT SWITCHES. 4) OVERRIDE SWITCH FOR MOTORIZED CONFERENCE ROOM SHADES IS TO BE LOCATED NEAR WALL MOUNTED AV CONTROLS. 5) WIRELESS SOLAR CONTROLS (W/O) ARE DESIGNED TO BE MOUNTED DIRECTLY TO A WINDOW MULLION ON THE AFFECTED FACADE PER MANUFACTURER INSTRUCTIONS. MANUFACTURERTYPE CPT-X (ALL COLORS) PRODUCT: CARPET TILE STYLE: WORLD WOVEN - 25CM x 1M PLANK TILE INSTALLATION: REFER TO INDIVIDUAL CARPET TYPES BELOW. USE "TAC-TILE" INSTALLATION METHOD ON ALL PER MANUFACTURER INSTRUCTIONS. CPT-1 INTERFACE CONTACT: SEE ABOVE LVT-1 PRODUCT: ARTISTRY - STANDARD COLLECTION COLOR: ST3241 ELM SIZE: 25CM x 100CM LUXURY VINYL TILE PLANK INSTALLATION: RANDOM STAGGERED. GLUE DOWN PER MANUFACTURER INSTRUCTIONS. PRODUCT: WW860 COLOR: 105353 CHARCOAL TWEED INSTALLATION: RANDOM ASHLAR CPT-2 INTERFACE CONTACT: SEE ABOVE PRODUCT: WW895 COLOR: 105377 HIGHLAND WEAVE INSTALLATION: RANDOM ASHLAR CPT-3 INTERFACE CONTACT: SEE ABOVE PRODUCT: WW865 COLOR: 105369 HIGHLAND WARP INSTALLATION: RANDOM ASHLAR CPT-4 INTERFACE CONTACT: SEE ABOVE PRODUCT: SR999 (STEP REPEAT) COLOR: 104944 IRON SIZE: 50CM x 50CM WALK-OFF MAT INSTALLATION: QUARTER TURN INTERFACE CONTACT: SEE ABOVE PRODUCT: CUSTOM LAMINATE, CONTROL # CFW-8973 "PREMIUM" INSTALLATION (RESTROOM MILLWORK) REFER TO SHEETS A2.0 & AS1.0 FOR APPROVED ALTERNATES OFS (OFS.COM) GRIFFORM INNOVATIONS (OR APPROVED EQUAL) TH-1 SOLID SURFACE THRESHOLD - ITEM #TT2 COLOR: SILVER GRAY (FOR USE AT RESTROOM DOORS)CS VENDOR (PRODUCT PROVIDED BY CS AND INSTALLED BY GC) KOROSEAL INTERIOR PRODUCTS CONTACT: JENNIFER OKUNSKI 855-753-5474 CS PREFERRED PRICING DALTILECT-2 PRODUCT: "ANNAPOLIS" (6" X 18") CERAMIC WALL TILE COLOR: #AP10 "SAIL MATTE" (FLAT TILE, NO BEVEL) INSTALL: HORIZONTAL 1/3 STAGGER, FULL TILES STARTING AT TOP OF WALL WITH CUT TILES AT WALL BASE. TRIM: SCHLUTER "JOLLY" (AT) AT OUTSIDE CORNERS. GROUT: MAPEI, #02 "PEWTER" 1/8" SANDED W/ LATEX ADDITIVE DALTILECT-1 PRODUCT: "LINDEN POINT" (12" X 24") PORCELAIN FLOOR TILE COLOR: #LP21 "GRIGIO" (MATTE) INSTALL: STRAIGHT STACK; PERPENDICULAR TO ROOM LENGTH TRIM: SCHLUTER "DILEX-EKE" (PG) COVE TRIM AT ALL WALLS. REFER TO CT-1B AND CT-1C FOR WALL BASES. GROUT: MAPEI, #02 "PEWTER" 1/8" SANDED W/ LATEX ADDITIVE DALTILECT-1B PRODUCT: "LINDEN POINT" #P43C9 (3" x 12") BULLNOSE TILE COLOR: #LP21 "GRIGIO" (MATTE) INSTALL: FOR USE AS BASE AT NON-TILED RESTROOM WALLS. GROUT: MAPEI, #02 "PEWTER" 1/8" SANDED W/ LATEX ADDITIVE DALTILECT-1C PRODUCT: "LINDEN POINT" (12" X 24") PORCELAIN FLOOR TILE COLOR: #LP21 "GRIGIO" (MATTE) INSTALL: CUT ACROSS GRAIN INTO 3" x 12" STRIPS AND INSTALLED OVER SCHLUTER STRIP AT TILED "WET" WALLS. GROUT: MAPEI, #02 "PEWTER" 1/8" SANDED W/ LATEX ADDITIVE BENJAMIN MOORE MONTPELIER AF-555 BENJAMIN MOORE CLOUD WHITE CC-40 (SEMI-GLOSS ON PAINTED DOORS) STYLE / DESCRIPTION / COMMENTSTYPEMANUFACTURER P-51 PT-4 BENJAMIN MOORE OCEAN FLOOR 1630 PT-5 PAINT BENJAMIN MOORE STILLWATER 1650 PT-3 BENJAMIN MOORE COSMOPOLITAN CSP-100 PT-2 BENJAMIN MOORE RICH CHESTNUT 2090-20 PT-6 WALKER ZANGER CONTACT: ANDREW RUST 212-844-3031 CERAMIC TILE: 6TH. AVENUE - CHEVRON COLOR: PALE SKY (GLOSS) GROUT: LATICRETE, 1/8" UNSANDED; #91 SLATE GREY *FOR USE AT BEVERAGE CENTER BACKSPLASH. CT-3 WALKER ZANGER CONTACT: ANDREW RUST 212-844-3031 CERAMIC TILE: 6TH. AVENUE - 8" STICK LINER COLOR: PALE SKY (GLOSS) GROUT: LATICRETE, 1/8" UNSANDED; #91 SLATE GREY *FOR USE AT ALL EXPOSED EDGES OF CT-3. CT-4 TILE TYPE MANUFACTURER STYLE / DESCRIPTION / COMMENTS STYLE / DESCRIPTION / COMMENTS STYLE / DESCRIPTION / COMMENTS STYLE / DESCRIPTION / COMMENTS STYLE / DESCRIPTION / COMMENTS STYLE / DESCRIPTION / COMMENTS STYLE / DESCRIPTION / COMMENTS CONTACT: (877) 556-5728 NATIONAL.ACCOUNTS@DALTILE.COM (FOR PRICING AND STOCK) ANGELA.BRABEC@DALTILE.COM (FOR CONCERNS OR ESCALATION) TYPE MANUFACTURER TARKETT (JOHNSONITE) CONTACT: TRISHA ROE KEEL (trisha.roekeel@tarkett.com) PRODUCT: 440555084 COLOR: #460 COTTON (FOR USE ON PT-1 WALLS) STYLE: TDC-460 - 3 1/4" - 75' COIL B-1 WALL BASE TARKETT (JOHNSONITE) TARKETT (JOHNSONITE) B-2 TARKETT (JOHNSONITE) B-3 B-4 NOTES: 1) GC MUST REFER TO NATIONAL AGREEMENT (NPN) #844137 WHEN ORDERING ALL WALL BASES. 2) "TABBED" BASES ARE DESIGNED TO BE INSTALLED PRIOR TO FLOORING. GC WILL BE REQUIRED TO REMOVE THE BOTTOM TAB FROM ALL BASES IN THE FIELD IF BASE IS INSTALLED AFTER FLOORING. 3) REFER TO SHEET AS1.0 FOR FULL SPECIFICATIONS OF "TIGHTLOCK" BASE. NO SUBSTITUTIONS. 4) ALL WALL BASES ARE TO BE MITER CUT TO FIT TIGHTLY AT ALL CORNERS. PRODUCT: 440555128 COLOR: #VL2 WHISPERING MIST (FOR USE ON PT-3 WALLS) STYLE: TDC-VL2 - 3 1/4" - 4' LENGTHS PRODUCT:440555093 COLOR: #58 WINDSOR BLUE (FOR USE ON PT-4 WALLS) STYLE: TDC-58 3 1/4" - 4' LENGTHS TARKETT (JOHNSONITE)B-5 B-6 PRODUCT: 440555103 COLOR: #71 STORM CLOUD (FOR USE ON PT-5 & PT-6 WALLS) STYLE: TDC-71 - 3 1/4" - 75' COIL PRODUCT: 440555043 COLOR: #20 CHARCOAL (FOR USE ON PT-2 WALLS) STYLE: TDC-20 - 3 1/4" - 4' LENGTHS *ALSO MAY BE USED ON WHITE WALLS IN NON-PUBLIC AREAS AS NOTED ON FINISH PLAN AND/OR ELEVATIONS. STYLE / DESCRIPTION / COMMENTS NOTE: CLEAR SILICONE CAULKING IS TO BE APPLIED ALONG THE TOPS OF ALL BACKSPLASHES. STOP 1 241F (US26D) TYPE MANUFACTURER NUMBER/COMMENTSQTY HINGE DOOR LEVER / LATCH SET HAGER4 EA 1 SCHLAGE BB 1279, 4 1/2" X 4 1/2" S10D-NEP-626 (PASSAGE LATCH) STOP 1 HINGE DOOR LEVER / LATCH SET HAGER4 EA 1 SCHLAGE BB 1279, 4 1/2" X 4 1/2" COAT HOOKS 2 901P (US26D) - CENTERED ON BACK OF DOOR; (1) HOOK @ 48" A.F.F. AND (1) HOOK @ 66" A.F.F. CLOSER 1 HAGER 5200 SLIM LINE HAGER HAGER HAGER 241F (US26D) BB 1279, 4 1/2" X 4 1/2" SCHLAGE1 8 EA HAGER DOOR LEVER / LOCK SET HINGE 2STOP HAGER 241F (US26D) HINGE 2ROLLER CATCH 318D (US26D) - MOUNTED AT TOP OF EACH DOOR SLABHAGER STOP 2 HAGER 241F (US26D) 2PULL SCHLAGE S80PD-NEP-626 (STOREROOM LOCK) - ON ACTIVE LEAF HAGER8 EA BB 1279, 4 1/2" X 4 1/2" S170-NEP-626 (DUMMY TRIM) 2FLUSH BOLT 281D FLUSH BOLT - TOP AND BOTTOM ON INACTIVE LEAF ALSO INCLUDE 280X DUST PROOF STRIKEHAGER BOTTOM RAIL C.R. LAURENCE DR4SSA58S (SATIN ANODIZED)2 PUSH / PULL BAR FLOOR CLOSER DORMA BTS80BF2 2 C.R. LAURENCE 36LPBS (WITH HARDWARE FOR GLASS DOORS) 2DOOR VENTS DGDF-16x12-01 (OR EQUAL) - FACTORY WHITE METAL AIR TRANSFER GRILLES CUT INTO EACH DOOR S10D-NEP-626 (PASSAGE LATCH) TOP PATCH FITTING 2 TOP PIVOT C.R. LAURENCE 1NT401 (SATIN ANODIZED)2 C.R. LAURENCE DR4SSA58P (SATIN ANODIZED) BB 1279, 4 1/2" X 4 1/2"8 EA HAGERHINGE 2STOP HAGER 241F (US26D) PUSH / PULL BAR 2 C.R. LAURENCE 36LPBS (WITH HARDWARE FOR 1 3/4" WOOD DOORS ) 2ROLLER CATCH 318D (US26D) - MOUNTED AT TOP OF EACH DOOR SLABHAGER SCH-B360-626 BB 1279, 4 1/2" X 4 1/2" STOP DEADBOLT 1 SCHLAGE1 HINGE 4 EA HAGER PUSH / PULL 1 SET --HINGE -STOP BB 1279, 4 1/2" X 4 1/2" 1CLOSER HAGER 5200 SLIM LINE (OR EQUAL) "130S" PUSH BAR AND "12L" PULL (US26D)HAGER 241F (US26D) 241F (US26D) NOT USED 4500 SERIES (OR EQUAL) - GC IS TO RETROFIT TO EXISTING DOOR AS REQUIREDHAGER1EXIT DEVICE EXTERIOR LEVER / LOCK -179L-NL w/ QUANTUM STYLE LEVER - - HAGER HEAVY DUTY CONCEALED HINGE SET PROVIDED WITH FRAME TYPE "D"--HINGE 1ROLLER CATCH 318D (US26D) - MOUNTED AT TOP OF DOOR SLABHAGER 1 HAGER 241F (US26D) 1 SCHLAGE S170-NEP-626 (DUMMY TRIM)DOOR LEVER STOP METALAIRE GROUP 1 - VESTIBULE DOUBLE FRAMELESS GLASS DOORS GROUP 2 - OFFICE DOOR GROUP 3 - DOUBLE SEMINAR ROOM DOOR GROUP 4 - DOUBLE CLOSET DOORS GROUP 5 - RESTROOM DOOR GROUP 6 - IT CLOSET DOOR GROUP 8 - "FLUSH" CLOSET DOOR GROUP 9 - FRONT (EXTERIOR) ENTRY DOOR GROUP 10 - REAR (EXTERIOR) EGRESS DOOR MASONITE ARCHITECTURAL, VT INDUSTRIES, OREGON DOOR, ETC. WALLTALKERS "JUST RITE" (60" WIDE) - HORIZONTAL INSTALLATION W/ WALLTALKERS J-CAP #JC12-00 TRIM ON ALL FOUR SIDES, UON. AND (1) WALLTALKERS 24" STANDARD ALUMINUM MARKER TRAY, W/ END CAPS, OFFSET TO ONE SIDE AS SHOWN IN ELEVATIONS. NOT U S E D INTERFACE CONTACT: charlesschwab@interface.com (FOR CS CONTRACT PRICING) FRAME TYPES 1% OPEN - MATCH WT-1 FOR ALL OTHER SPECS.WT-1a WITH "KOOLBACK" - MATCH WT-1 FOR ALL OTHER SPECS.WT-1b *OPTION REQUIRES CS APPROVAL 1% AND "KOOLBACK" - MATCH WT-1 FOR ALL OTHER SPECS.WT-1c MERMET E-SCREEN - 3% OPEN, CHARCOAL / GREY W/ WHITE FASCIA TRIM, UON MOTORIZED (HARD WIRED) OPERATION W/ SOLAR SENSORS WITH OVERRIDE SWITCH WT-2 WT-2a WT-2b WT-2c 1% OPEN - MATCH WT-2 FOR ALL OTHER SPECS. WITH "KOOLBACK" - MATCH WT-2 FOR ALL OTHER SPECS. 1% AND "KOOLBACK" - MATCH WT-2 FOR ALL OTHER SPECS. *OPTION REQUIRES CS APPROVAL *OPTION REQUIRES CS APPROVAL *OPTION REQUIRES CS APPROVAL *OPTION REQUIRES CS APPROVAL *OPTION REQUIRES CS APPROVAL TILE: ULTIMA #1912 24"x24"x3/4" BEVELED TEGULAR (.75 NRC) GRID: ARMSTRONG SILHOUETTE 9/16" WITH 1/8" REVEAL WALL ANGLE: 7874 SHADOW MOLDING (REFER TO AS1.0 IN SEISMIC AREAS) ARMSTRONG (BID.ALT.) ACT-2 TILE: ARTIC #SLN620 24"x24"x5/8" SQUARE TEGULAR (.75 NRC) GRID: CHICAGO METALLIC 4600 ULTRALINE 9/16" WALL ANGLE: #1469.01 SHADOW MOLDING (REFER TO AS1.0 IN SEISMIC AREAS) ROCKFON (BID.ALT) ACT-3 MERMET E-SCREEN - 3% OPEN, CHARCOAL / GREY W/ WHITE FASCIA TRIM, UON MOTORIZED (BATTERY) OPERATION W/ SOLAR SENSORS WITH OVERRIDE SWITCH WT-3 WT-3a WT-3b WT-3c 1% OPEN - MATCH WT-2 FOR ALL OTHER SPECS. WITH "KOOLBACK" - MATCH WT-2 FOR ALL OTHER SPECS. 1% AND "KOOLBACK" - MATCH WT-2 FOR ALL OTHER SPECS. NOT U S E D *OPTION REQUIRES CS APPROVAL *OPTION REQUIRES CS APPROVAL *OPTION REQUIRES CS APPROVAL WALLTALKERS "TAC WALL" - ACORN (48" WIDE x 96" TALL) INSTALLED WITH BOTTOM AT 12"aff. WALLTALKERS ALUMINUM J-TRIM #JTRM-00: TRIM IS APPLIED TO ALL FOUR SIDES OF PRODUCT. NO SUBSTITUTIONS. SOLVENT-FREE SBR TYPE LINOLEUM ADHESIVE (L-910) NOTE: ALL SURFACES ARE TO BE PAINTED IN EGGSHELL, UON. DOORS, PAINTED TRIM, ETC. ARE TO BE DONE IN SEMI-GLOSS, AND CEILING AREAS ARE TO BE DONE IN CEILING FLAT. DRAPER SHADES SYSTEMS (SEE CONTACT INFO. BELOW) DRAPER SHADES SYSTEMS (SEE CONTACT INFO. BELOW) UNITED STATIC CONTROL PRODUCTS PRODUCT: ELECTRA SEAL, ANTI-STATIC CONCRETE SEALER APPLICATION: FOR USE ON IT CLOSET FLOOR. (OR SUBMITTED AND APPROVED EQUAL) STOP 1 241F (US26D) HINGE DOOR LEVER / LOCK SET HAGER4 EA 1 SCHLAGE BB 1279, 4 1/2" X 4 1/2" 5200 SLIM LINECLOSER1 HAGER HAGER GROUP 7 - CLOSET DOOR S80PD-NEP-626 (STOREROOM LOCK) SC-1 NOT US E D NOT USED NOT USED NOT USED NOT USED NOT U S E D NOT US E D NOT USE D NOT U S E D NOT USED 06/30/202306/30/2025 SCALE: Key PlanA12 NTS ARTWORK LOCATED AS SHOWN ON SHEET A1.3, TYP. M14 A2.1 SG BLOCKING AND ELECTRICAL REQUIRED BY GC; REFER TO DETAIL J16/A4.0 5' - 0 " EQEQ. 5'- 0 " SCALE: Interior ElevationsM14 1/4" = 1'-0" MG NOT I N C O N T R A C T NOT I N C O N T R A C T NOT I N C O N T R A C T NOT I N C O N T R A C T T R A C T SG M10 A2.1 M6 A2.1 J13 A2.1 J7 A2.1 OPEN TO CORRIDOR FIN. FLOOR 0'-0" B/ACT CLG. 10'-2" B 1 PT 1 PT 5 B 5 BACK WALL BACK WALL RELOCATED DRINKING FOUNTAINS EXISTING "GENDER NEUTRAL" RESTROOM SIGNAGE TO REMAIN B 1 PT 1 B/ACT CLG. 9'-0" FIN. FLOOR 0'-0" B/ACT CLG. 10'-2" B 1 PT 1 SCALE: Interior ElevationsM10 1/4" = 1'-0" OPEN TO CORRIDOR FIN. FLOOR 0'-0" B/ACT CLG. 10'-2" PT 1 B 1 SCALE: Interior ElevationsM6 1/4" = 1'-0" SCALE: Interior ElevationsJ13 1/4" = 1'-0" OPEN TO CORRIDOR FIN. FLOOR 0'-0" B/ACT CLG. 10'-2" B 1 GL 1 TYP. PT 1 PT 1 OPEN TO CORRIDOR FIN. FLOOR 0'-0" B/ACT CLG. 10'-2" B 1 PT 1 B 1 PT 1 SCALE: Interior ElevationsJ7 1/4" = 1'-0" F6 A2.1 SCALE: Interior ElevationsF6 1/4" = 1'-0" OPEN TO CORRIDOR FIN. FLOOR 0'-0" B/ACT CLG. 10'-2"PT 1 EXISTING "GENDER NEUTRAL" RESTROOM SIGNAGE TO REMAIN B 1 PT 1 B/ACT CLG. 9'-0" B 1 EXISTING SUITEEXPANSION SPACE EXISTING SUITEEXPANSION SPACE EXISTING SUITE EXPANSION SPACE EXISTING SUITE EXPANSION SPACE 5'- 0 " EQEQ.6'-0" 1.REFER TO ELECTRICAL DRAWINGS FOR ADDITIONAL ELECTRICAL CONNECTION INFORMATION. 2.ALL EXISTING DUCT AND PIPING HEIGHTS SHALL BE FIELD VERIFIED BY GC. ANY DISCREPANCIES OR CONFLICTS BETWEEN THE WALL HEIGHTS INDICATED AND THE HEIGHTS REQUIRED IN THE FIELD DUE TO ABOVE CEILING ITEMS SHALL BE REPORTED TO THE ARCHITECT. GC SHALL PROCEED AS DIRECTED. 3.ELEVATION DRAWINGS ARE PRIMARILY FOR FINISH REFERENCE. PLAN DRAWINGS WILL PRECEDE FOR CONSTRUCTION PURPOSES. 4.GC IS TO REFER TO SECTIONS AND DETAILS FOR MILLWORK FINISH SPECIFICATIONS. 5.REFER TO SHEET A1.4 FOR "GL-1" WINDOW FILM PATTERN AND SPECIFICATIONS. 6.ALL WALLS TO BE PAINTED PT-1, UON. SEE FINISH PLAN AND SCHEDULE FOR MORE INFORMATION. 7.ALL GWB CEILINGS AND SOFFITS ARE TO BE PAINTED PT-1, UON. 8.ALL PAINTED WOOD DOORS ARE TO MATCH PRE-FINISHED ALUMINUM FRAMES, UON. REFER TO SHEET A1.4 FOR MORE INFORMATION. 9.ALL WALL BASE COLORS ARE TO MATCH THE COLOR OF THE WALLS THEY ARE ON, UON. REFER TO SHEET A1.4. G E N E R A L N O T E S: I N T E R I O R E L E V A T I O N S US E R : B M A D S O N P L O T T E D : 5 / 2 1 / 2 0 2 4 - 2 : 1 1 P M U : \ P r o j \ C h a r l e s S c h w a b & C o . , I n c \ C A \ 2 3 . 0 0 0 3 6 6 5 . 0 0 0 - C S - A r c a d i a , C A \ D R A W I N G S \ A - I \ 3 _ C D \ A 2 . 1 _ 2 3 . 0 0 0 3 6 6 5 . d w g L A Y O U T : A 2 . 1 A2.1 Interior Elevations M A R K E T I N G L E G E N D PRIMARY CAMPAIGN GRAPHIC SMALL GRAPHIC OWN YOUR TOMORROW SIGNAGE BP PC SG OYT IL COMMUNITY WALL MARKETING FIXTURECW A B C D E F G H J K L M N P 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 181716151413121110987654321 C INFORMATION PROJECT #: SCALE: REVIEWED BY: DRAWN BY: ISSUE ISSUED FOR PROJECT SHEET INFORMATION INFORMATION REVISIONS CLIENT REVIEW PERMIT LANDLORD REVIEW CONTRACTOR SHALL BUILD ONLY FROM SETS STAMPED "CONSTRUCTION SET" HEREIN BID Th i s d r a w i n g , p r i n t e d o r o t h e r w i s e , i s t h e c o p y r i g h t e d p r o p e r t y o f N e l c o A r c h i t e c t u r e , I n c . T h e d r a w i n g m a y n o t b e u s e d , r e p r o d u c e d o r c o p i e d w i t h o u t t h e p e r m i s s i o n o f N e l c o A r c h i t e c t u r e , I n c . NELCO ARCHITECTURE, INC. NELSO www.nelsonworldwide.com Cincinnati, OH 45202 201 E. 4th. Street, Suite 1700 CHARLES SCHWAB ARCADIA 134 E. Huntington Dr. Arcadia, CA 91006 23.0003665 20 2 4 US E R : B M A D S O N P L O T T E D : 5 / 2 1 / 2 0 2 4 - 2 : 1 1 P M U : \ P r o j \ C h a r l e s S c h w a b & C o . , I n c \ C A \ 2 3 . 0 0 0 3 6 6 5 . 0 0 0 - C S - A r c a d i a , C A \ D R A W I N G S \ A - I \ 3 _ C D \ A 2 . 1 _ 2 3 . 0 0 0 3 6 6 5 . d w g L A Y O U T : A 2 . 1 04/29/24 B. Madson J. Patterson, S. Mulia As noted 1 PERMITTING COMMENTS 05/21/24 04/05/24 04/22/24 04/22/24 BRAND POSITIONING GRAPHIC: 52" SQUARE W/ (2) SIDE SQUARES,UON. REFER TO ELEVATION. INTERIOR LOGO (BLUE BOX) SIGNAGE: "OWN YOUR TOMORROW" ORIENTATION IS LOCATION SPECIFIC, REFER TO ELEVATION. NOTE: IN-WALL BLOCKING AND ELECTRICAL CONNECTIONS ARE REQUIRED FOR ALL ABOVE, EXCEPT FOR "OYT" LETTERING. REFER TO ELECTRICAL DRAWINGS FOR MORE INFORMATION. 06/30/202306/30/2025 8' - 0 " O . C . F U L L W A L L H E I G H T 3/4" 3/4" 3/4" 3/4" 1/2" FACE OF SCHEDULED PARTITION, PAINTED P-51 WHITE MELAMINE STORAGE BOX W/ SOLID BACK AND (1) FIXED INTERNAL SHELF VARIES WHITE MELAMINE SHELF W/ SOLID STOCK SUPPORTS 3 1 / 4 " FACE OF CASED CLOSET DOOR OPENING CLEAR INSIDE CLOSET DIMENSION VARIES (V.I.F.) SCALE: Typical Elevation at Wall Mounted Schwab TV M10 1" = 1'-0" SCALE: Elevation at Coat Rod and Shelf F4 NONE SCALE: Section at Coat Rod and Shelf J4 NONE SCALE:Lateral Bracing Support J7 NONE F4 A4.0 J4 A4.0 FIRST LEVEL START 4'-0" ABOVE FLOOR 2" x 2" 16 GA. CLIP ANGLE 1/4" LESS THAN STUD WIDTH (4) FRAMING SCREWS GALV'D METAL STUD LATERAL BRACING CR 1 1/2" x 16 GA. GALVANIZED MAGNUSON #USR-1000 1" POLISHED CHROME COAT ROD MAGNUSON #USR-1000 1" POLISHED CHROME COAT ROD GC IS TO CONTACT THE MAGNUSON GROUP AT www.magnusongroup.com TO FIND A LOCAL DEALER AND DISCUSS EXPEDITED DELIVERY OPTIONS LC LED SCREEN AND MOUNTING BRACKET BY CHARLES SCHWAB VENDOR IN-WALL "BACK BOX" PROVIDED AND INSTALLED BY GC CENTERED BEHIND TV AS SHOWN; REFER TO AV AND ELECTRICAL DRAWINGS FOR MORE INFORMATION TV C TVL 5/8" GWB ON 3-5/8" MTL. STUDS TO STRUCTURE AS REQ. SEE CONST. PLAN SCALE: Built-In File Cabinet Niche at Greeter Desk and/or Corridors F16 1" = 1'-0" NO WALL BASE ON BACK WALL OF NICHE 5/8" GWB ON SIDE WALLS, TYPICAL EQ . EQ . SE E R C P IN-WALL BLOCKING AS REQUIRED TO SUPPORT WALL HUNG TV, MOUNT, ETC. 1'-4" IN-WALL BLOCKING IS TO BE 24" HIGH AND COVER (2) STUD BAYS (MIN.), CENTERED ON TV LOCATION 12" 1'-6" MAGNUSON #USR-1000 1" POLISHED CHROME COAT ROD FACE OF SCHEDULED PARTITION, PAINTED P-51 WHITE MELAMINE SHELF W/ SOLID STOCK SUPPORTS AND CROSS-BRACES WHITE MELAMINE STORAGE BOX W/ SOLID STOCK SUPPORTS AND CROSS-BRACES MAGNUSON #USR-1000 1" POLISHED CHROME COAT ROD MOUNTED TO BOTTOM OF STORAGE BOX TO COMPLY WITH ADA STANDARDS 1' - 1 0 " 1" 1" 1/ 2 " 3" T/SHELF 48" A.F.F. CLARK DIETRICH "SPAZZER BAR" (OR EQUAL) IS ALSO ACCEPTABLE AS ALLOWED BY LOCAL CODE SCALE: Detail of In-Wall Blocking M4 1 1/2"=1'-0" WALL HUNG CABINET, SHELVING AND/OR OTHER OBJECTS PER PLAN GC TO PROVIDE AND INSTALL "DANBACK" #D16F IN-WALL BLOCKING STRIPS OR EQUAL AT TOP AND BOTTOM CONNECTION POINTS FOR VARIOUS WALL MOUNTED ITEMS; OR EQUAL V. I . F . V. I . F . FINISHED FLOOR GC IS TO REFER TO ARCHITECTURAL PLANS, ELEVATIONS AND SECTIONS AS WELL AS FURNITURE VENDOR DRAWINGS FOR MORE INFORMATION ON LOCATIONS AND SIZES OF WALL HUNG ITEMS. 6" WIDE STRIPS OF 18 GAGE METAL BACKING MAY BE SUBSTITUTED. 6" MI N . 4 7/8" SCALE: Wall Type "A" - Standard Interior PartitionA16 1 1/2"=1'-0" EXISTING DECK / STRUCTURE WALL FINISH TO CONTINUE 6" ABOVE HIGHEST ADJACENT FINISHED CEILING; AT OPEN CEILINGS CONTINUE TO DECK 3 1/2" SOUND ATTENUATION BLANKET, TYP. (1) LAYER 5/8" TYPE 'X' GWB EACH SIDE; SEE FINISH SCHEDULE FOR APPLIED FINISHES 3-5/8" MTL. BOTTOM TRACK; ATTACH TO FLOOR SLAB (FASTENERS AT 4'-0" O.C. MAX.) PER ICC-ES EVALUATION REPORT HILTI ESR-3027 BASE OF WALL IS TO BE CONTINUALLY ACOUSTICALLY SEALED AT BOTH SIDES NOTE: REFER TO L7/A4.0 FOR REQUIRED METAL STUD GAUGES. SCHEDULED CEILING REFER TO RCP PROVIDE DIAGONAL STUD BRACING TO STRUCTURE ABOVE; SEE F7/A4.0 3-5/8" MTL. STUDS AT 16" O.C. LATERAL BRACING; REFER TO DETAIL J7/A4.0 CONT. 3-5/8" MTL. TOP TRACK MA X . A D J A C E N T C L G . H E I G H T ( R E F E R T O R C P ) IN SEISMIC AREAS REFER TO SEISMIC DETAIL SHEET A5.0 FOR PERTINENT DETAILS AND REQUIREMENTS. BRACES APPROPRIATELY ATTACHED TO STRUCTURE AND TOP PLATE; SEE A6/A5.0 6" MI N . 7 1/4" SCALE: Wall Type "C" - 6" Interior PartitionA10 1 1/2"=1'-0" EXISTING DECK / STRUCTURE (1) LAYER 5/8" TYPE 'X' GWB EACH SIDE; SEE FINISH SCHEDULE FOR APPLIED FINISHES 6" MTL. BOTTOM TRACK; ATTACH TO FLOOR SLAB AS REQUIRED (FASTENERS AT 4'-0" O.C. MAX.) PER ICC-ES EVALUATION REPORT HILTI ESR-3027 NOTE: REFER TO L7/A4.0 FOR REQUIRED METAL STUD GAUGES. SCHEDULED CEILING REFER TO RCP PROVIDE DIAGONAL STUD BRACING TO STRUCTURE ABOVE; SEE F7/A4.0 MA X . A D J A C E N T C L G . H E I G H T ( R E F E R T O R C P ) IN SEISMIC AREAS REFER TO SEISMIC DETAIL SHEET A5.0 FOR PERTINENT DETAILS AND REQUIREMENTS. BRACES APPROPRIATELY ATTACHED TO STRUCTURE AND TOP PLATE; SEE J10/A4.0 6" MI N . 4 1/4" SCALE: Wall Type "B" - Standard Interior FurringA13 1 1/2"=1'-0" EXISTING DECK / STRUCTURE (1) LAYER 5/8" TYPE 'X' GWB; SEE FINISH SCHEDULE FOR APPLIED FINISHES 3-5/8" MTL. BOTTOM TRACK; ATTACH TO FLOOR SLAB (FASTENERS AT 4'-0" O.C. MAX.) PER ICC-ES EVALUATION REPORT HILTI ESR-3027 NOTE: REFER TO L7/A4.0 FOR REQUIRED METAL STUD GAUGES. SCHEDULED CEILING REFER TO RCP PROVIDE DIAGONAL STUD BRACING TO STRUCTURE ABOVE; SEE F7/A4.0 3-5/8" MTL. STUDS AT 16" O.C. LATERAL BRACING; REFER TO DETAIL J7/A4.0 CONT. 3-5/8" MTL. TOP TRACK MA X . A D J A C E N T C L G . H E I G H T ( R E F E R T O R C P ) IN SEISMIC AREAS REFER TO SEISMIC DETAIL SHEET A5.0 FOR PERTINENT DETAILS AND REQUIREMENTS. BRACES APPROPRIATELY ATTACHED TO STRUCTURE AND TOP PLATE; SEE A6/A5.0 FULL COVERAGE 6" SOUND ATTENUATION BLANKET W/O (PER DIRECTION ON RCP) 3-5/8" MTL. STUDS AT 16" O.C. LATERAL BRACING; REFER TO DETAIL J7/A4.0 WALL FINISH TO CONTINUE 6" ABOVE HIGHEST ADJACENT FINISHED CEILING; AT OPEN CEILINGS CONTINUE TO DECK FULL COVERAGE 6" SOUND ATTENUATION BLANKET W/O (PER DIRECTION ON RCP) WALL FINISH TO CONTINUE 6" ABOVE HIGHEST ADJACENT FINISHED CEILING; AT OPEN CEILINGS CONTINUE TO DECK CONT. 3-5/8" MTL. TOP TRACK FULL COVERAGE 6" SOUND ATTENUATION BLANKET W/O (PER DIRECTION ON RCP) BASE OF WALL IS TO BE CONTINUALLY ACOUSTICALLY SEALED AT BOTH SIDES 618" SCALE: Wall Type "D" - Full Height Partition UL-U419 / STC 53 (Non-Load-Bearing) A7 1 1/2"=1'-0" 3-5/8" MTL. BOTTOM TRACK; ATTACH TO FLOOR SLAB AS REQUIRED (FASTENERS AT 4'-0" O.C. MAX.) PER ICC-ES EVALUATION REPORT HILTI ESR-3027 BASE OF WALL IS TO BE CONTINUALLY ACOUSTICALLY SEALED AT BOTH SIDES NOTE: REFER TO L7/A4.0 FOR REQUIRED METAL STUD GAUGES. SCHEDULED CEILING REFER TO RCP CONT. 3-5/8" MTL. TOP TRACK MA X . A D J A C E N T C L G . H E I G H T ( R E F E R T O R C P ) FULL COVERAGE 6" SOUND ATTENUATION BLANKET W/O (PER DIRECTION ON RCP) 6" SOUND ATTENUATION BLANKET, TYP. EXISTING DECK / STRUCTURE TOP OF WALL IS TO BE CONTINUALLY ACOUSTICALLY SEALED AT BOTH SIDES IN SEISMIC AREAS REFER TO SEISMIC DETAIL SHEET A5.0 FOR PERTINENT DETAILS AND REQUIREMENTS. SCALE: Wall Type "E" - Full Height Chase Wall UL-U493 / STC 59 (Non-Load-Bearing) A4 1 1/2"=1'-0" 912" (1) LAYER 5/8" TYPE 'X' GWB EACH SIDE; SEE FINISH SCHEDULE FOR APPLIED FINISHES (2) CONT. 3 5/8" MTL. BOTTOM TRACK; ATTACH TO FLOOR SLAB AS REQUIRED (FASTENERS AT 4'-0" O.C. MAX.) PER ICC-ES EVALUATION REPORT HILTI ESR-3027 BASE OF WALL IS TO BE CONTINUALLY ACOUSTICALLY SEALED AT BOTH SIDES NOTE: REFER TO L7/A4.0 FOR REQUIRED METAL STUD GAUGES. 3 5/8" MTL. STUDS STAGGERED AT 16" OC, TYP. LATERAL BRACING AS REQ.; REFER TO DETAIL J7/A4.0 NOTE: AT RESTROOMS TYPE-X GWB TO BE REPLACED WITH "SOUND BREAK" GWB. EXISTING DECK / STRUCTURE CONTINUOUS 3 1/2" SAB, TYP. SCHEDULED CEILING REFER TO RCP FULL COVERAGE 6" SOUND ATTENUATION BLANKET W/O (PER DIRECTION ON RCP) 1" AIR SPACE CONT. 2-1/2" MTL. TOP TRACK TOP OF WALL IS TO BE CONTINUALLY ACOUSTICALLY SEALED AT BOTH SIDES PROVIDED FOR PRIVACY / STC RATING ONLY, AND NOT MEANT TO BE A FIRE RATED ASSEMBLY, UON. PROVIDED FOR PRIVACY / STC RATING ONLY, AND NOT MEANT TO BE A FIRE RATED ASSEMBLY, UON. (2) LAYERS 5/8" TYPE 'X' GWB EACH SIDE; SEE FINISH SCHEDULE FOR APPLIED FINISHES 3-5/8" MTL. STUDS AT 16" O.C. LATERAL BRACING; REFER TO DETAIL J7/A4.0 3 1/2" SOUND ATTENUATION BLANKET, TYP. AT RESTROOMS THE INNER MOST LAYER OF TYPE "X" IS TO BE REPLACED W/ SOUND ATTENUATION GWB AS NOTED ON CONSTRUCTION PLAN BRACE WITH METAL STUDS AT 4'-0" O.C. MAXIMUM. (ALTERNATE DIRECTION OF BRACES ALONG LENGTH OF WALL WHERE POSSIBLE) SCALE: Diagonal Stud Bracing Detail F7 NONE SCHEDULED WALL CONSTRUCTION SCALE: Concrete Slab Tie-In Detail H1 None NEW (8 MIL) VAPOR BARRIER EXISTING CONCRETE SLAB #3 DOWELS @ 18"oc DRILL DOWELS 10" INTO EXISTING SLAB AND GROUT SOLID FULLY COMPACTED AND PREPARED BELOW SLAB MATERIAL AS REQUIRED NEW "RAPID DRYING" CONCRETE SLAB INFILL; SEE DEMO AND/OR CONSTRUCTION PLANS NOTE: REFER TO J10/A4.0 FOR FURTHER DETAILS REGARDING BRACING AND FASTENERS. ALL WALL TRACK AND BRACING IS TO CONNECT TO STRUCTURE AND NOT TO ROOF DECK. SCHEDULED CEILING 2"x2" 14 GA. FRAMING CLIP W/ #12 SCREWS EA. LEG SCALE: Semi-Recessed Fire Extinguisher Cabinet K1 3" = 1'-0" FIRE EXTINGUISHER SC H E D U L E D PA R T I T I O N GC TO PROVIDE AND INSTALL SEMI-RECESSED FIRE EXTINGUISHER CABINET AND EXTINGUISHER AS SHOWN; REFER TO SHEET A1.3 FOR MORE INFORMATION SCALE: Rubber "Tightlock" Wall Base Details M1 3" = 1'-0" ALL CORNERS ARE TO BE MITER CUT SCHEDULED WALL CONSTRUCTION "TIGHTLOCK" RUBBER BASE; APPLIED PER MANUF. INSTRUCTIONS SCHEDULED FLOORING TO BE INSTALLED BEFORE WALL BASE SCALE: Plenum Board Installation Detail F13 NONE ROCKFON 7900 PLENUM BARRIER BOARD; 1-LAYER STANDARD, DOUBLE LAYER AS CALLED FOR IN SPECIFIC AREAS ON PLAN SCHEDULED WALL CONSTRUCTION SCHEDULED CEILING NOTE: ROCKFON PLENUM BARRIER BOARD MUST BE INSTALLED FOLLOWING ALL MANUFACTURER'S INSTRUCTIONSMETAL WALL TRACK OR ANGLE PER MANUFACTURER'S INSTALLATION INSTRUCTIONS ALL FASTENERS PER MANUFACTURER'S INSTALLATION INSTRUCTIONS METAL WALL TRACK OR ANGLE PER MANUFACTURER'S INSTALLATION INSTRUCTIONS ROOF / FLOOR DECK SCALE: Non-Load Bearing Interior Partition Box-Beam Header Framing Detail F10 3" = 1'-0" OPENING WIDTH 0' TO 6' MINIMUM FRAMING REQUIREMENTS (2) 3-5/8" 20 GA. MTL. STUDS 6' TO 12'(2) 6" 20 GA. MTL. STUDS 12' TO 16'(2) 8" 18 GA. MTL. STUDS 16' TO 20'(2) 10" 16 GA. MTL. STUDS OPENING WIDTHS OVER 20' - CONSULT WITH ARCHITECT NOTE: THIS DETAIL DOES NOT APPLY TO ANY OPENING THAT IS TO SUPPORT A HEAD-HUNG DOOR ASSEMBLY, ETC. DBL. 3-5/8" MTL. STUD W/ DBL. TRACK BUILT-UP COLUMN @ EA. END OF BOX-BEAM, TYP. #8 SCREWS AT 12" O.C. STAGGERED BOX BEAM HEADER WITH 16 GA. TRACK TOP AND BOTTOM. SEE HEADER SCHEDULE ABOVE DIAGONAL BRACING 362S162-33 TO STRUCTURE ABOVE AT 4'-0" O.C. (ALTERNATE DIRECTION), SEE DETAIL FOR CONNECTION TO STRUCTURE ABOVE. SEE J10/ 1 MAX1 3 5/8" MTL. STUD TRACK 3-362T200-43 WITH #8 SCREWS @12 " O.C. 2x2 x 12 GA. METAL ANGEL CLIP WITH W/ (3) #12 HH SELF TAPPING SCREWS @ END OF BRACING SCALE:Metal Stud Schedule L7 NONE SCALE: Metal Stud Brace Fastening Schedule J10 NONE CONNECTION SITUATION FASTENER TYPE DIAGONAL METAL STUD BRACE - TO METAL STUD TOP PLATE (2) - #8 SCREWS INTO EACH LEG OF FRAMING CLIP DIAGONAL METAL STUD BRACE - TO PRECAST CONCRETE DECK ABOVE (2) -1/4" DIA. CONCRETE ANCHORS W/ 1 3/4" MIN. EMBEDMENT INTO CONCRETE. (3) - #12 SCREWS INTO FRAMING CLIP DIAGONAL METAL STUD BRACE - TO STEEL STRUCTURAL MEMBER ABOVE (3) - #12 SCREWS INTO EACH LEG OF FRAMING CLIP DIAGONAL METAL STUD BRACE - TO WOOD STRUCTURAL MEMBER ABOVE (3) - #8 SCREWS INTO WOOD MEMBER (3) - #12 SCREWS INTO FRAMING CLIP NOTES: ·DIAGONAL BRACES ARE TO BE 45° AND LOCATED OVER A VERTICAL WALL STUD. ·DIAGONAL BRACES UP TO 10' IN LENGTH ARE TO BE A SINGLE 3-5/8", 20 GA. STUD. ·DIAGONAL BRACES 10' TO 18' IN LENGTH ARE TO BE A DOUBLE 3-5/8", 20 GA. STUD. ·DOUBLE STUD BRACES ARE TO BE SECURED TOGETHER WITH #8 SCREWS @ 12" OC. ·TYPICAL FRAMING CLIPS ARE TO BE: 2"x2"x6" LONG, 14 GA. ·AT EACH DIAGONAL BRACE LOCATION, ATTACH TOP TRACK TO WALL STUDS W/ (2) - #8 SCREWS EACH SIDE. ·CONCRETE ANCHORS ARE TO BE HILTI KWIK HUS-EZ OR EQUAL. ·IN SEISMIC AREAS REFER TO FURTHER DETAILING ON THE SEISMIC DETAIL SHEET. DIAGONAL METAL STUD BRACE - TO STEEL ROOF DECK ABOVE (3) - #12 SCREWS INTO EACH LEG OF FRAMING CLIP STUD DESIGNATION STUD DEPTH FLANGE WIDTH STUD GAUGE STUD SPACING MAXIMUM WALL HEIGHT OR MAXIMUM HEIGHT TO DIAGONAL BRACE 362S162-33 362S162-43 362S162-54 600S162-33 600S162-43 600S162-54 800S162-33 800S162-43 800S162-54 3-5/8" 3-5/8" 3-5/8" 6" 6" 6" 8' 8" 8" 1-5/8" 1-5/8" 1-5/8" 1-5/8" 1-5/8" 1-5/8" 1-5/8" 1-5/8" 1-5/8" 20 18 16 20 18 16 20 18 16 16" 16" 16" 16" 16" 16" 16" 16" 16" 30'-0" 28'-6" 26'-6" 20'-6" 19'-0" 17'-6" 32'-2" 35'-4" 38'-1" 25 GA. -------------------- 18 MIL 22 GA. -------------------- 27 MIL 20 GA. -------------------- 33 MIL 18 GA. -------------------- 43 MIL 16 GA. -------------------- 54 MIL 14 GA. -------------------- 68 MIL 12 GA. -------------------- 97 MIL 3-5/8", 18 GA. STRUCTURAL METAL STUD - 362 S 162 - 43 METAL STUD STUD DEPTH =3.625" =3-5/8" (S=STUD) (T=TRACK) STUD THICKNESS +43 MIL (18 GA.) FLANGE WIDTH =1.625" =1 5/8" LIGHT GUAGE FRAMING SCREW CONNECTIONS LIGHT GUAGE FRAMING - CROSS REFERENCE GUIDE MIL. THICKNESS - GAUGE NUMBER CROSS REFERENCE EXAMPLE CROSS REFERENCE: UNLESS NOTED, LIGHT GUAGE FRAMING CONNECTIONS SHALL BE MADE USING #8 SCREWS. SEE DETAIL F10/A-4.0 FOR DIAGONAL CONNECTIONS. AT LOCATIONS WHERE SHEATHING MATERIAL IS PLACED AGAINST THE SCREW HEADS OF LIGHT GUAGE METAL FRAMING CONNECTIONS, PANCAKE HEAD SCREWS SHALL BE USED SO THAT THE SHEATHING MATERIAL REMAINS STRAIGHT AND SMOOTH. METAL STUDS: ICC # ESR-1166P SCALE: Elevation at Wall Mounted Internally Lit Tenant Graphics J16 1/4" = 1'-0" 5'- 0 " EQ.EQ. CL "P C " G R A P H I C POWER OUTLET REQUIRED; REFER TO ELECTRICAL DRAWINGS FOR DIMENSIONED LOCATION 5'- 0 " CL "S G " G R A P H I C 3' - 6 " "B P " G R A P H I C (3) DUPLEX POWER OUTLETS REQUIRED; REFER TO ELECTRICAL DRAWINGS FOR DIMENSIONED LOCATIONS SCALE: Elevation at Wall Mounted "Community Wall" Fixture M13 1/4" = 1'-0" (1) DUPLEX AND (1) QUAD POWER OUTLET REQUIRED; REFER TO ELECTRICAL DRAWINGS FOR DIMENSIONED LOCATIONS 8" DEEP MILLWORK "CW" FIXTURE BY CS VENDOR NO "DEVICES" ARE ALLOWED ON THE WALL WITHIN THE "CW" AREA, UON. INSTALLATION OF THE "CW" IS TO BE CENTERED ON THE PLACEMENT WALL AS SHOWN ON THE INTERIOR ELEVATIONS. 12'-312" 9'- 9 34" (2) 12" WIDE 18 GA MTL BACKING STRIPS REQUIRED IN-WALL BEHIND FIXTURE AS SHOWN 10 " 8' - 8 " SCALE: Artist Plaque Installation Detail at Original Artwork K13 1/4" = 1'-0" 5'- 0 " CL 4' - 0 " 6" ORIGINAL ARTWORK PROVIDED BY CS AND HUNG BY GC ARTIST NAME PLAQUE PROVIDED BY CS AND HUNG BY GC NOTE: PLAQUE CAN BE PLACED ON RIGHT OR LEFT SIDE DEPENDING ON FURNITURE PLACEMENT. LIT GRAPHIC BOXES HUNG ON Z-CLIPS LIT GRAPHIC BOX HUNG ON Z-CLIPS POWER OUTLET REQUIRED; REFER TO ELECTRICAL DRAWINGS FOR DIMENSIONED LOCATION LIT GRAPHIC BOX HUNG ON Z-CLIPS EQ.EQ.±8'-2" ±7'-9 1 2" EQ.EQ.±3'-8" SCALE: Section Detail at Wall Reveal F1 6" = 1'-0" EXTRUDED ALUM. REVEAL; SEE SPECIFICATIONS 12" 58" GWB W/ PAINTED FINISH NOTE: MAJORITY WALL PAINT COLOR IS TO CONTINUE INTO REVEAL; ACCENT WALL COLOR IS TO STOP AT EDGE OF REVEAL.AC C E N T PA I N T US E R : B M A D S O N P L O T T E D : 5 / 2 1 / 2 0 2 4 - 2 : 1 1 P M U : \ P r o j \ C h a r l e s S c h w a b & C o . , I n c \ C A \ 2 3 . 0 0 0 3 6 6 5 . 0 0 0 - C S - A r c a d i a , C A \ D R A W I N G S \ A - I \ 3 _ C D \ A 4 . 0 _ 2 3 . 0 0 0 3 6 6 5 . d w g L A Y O U T : A 4 . 0 A4.0 Miscellaneous Details Wall Types and Details / A B C D E F G H J K L M N P 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 181716151413121110987654321 C INFORMATION PROJECT #: SCALE: REVIEWED BY: DRAWN BY: ISSUE ISSUED FOR PROJECT SHEET INFORMATION INFORMATION REVISIONS CLIENT REVIEW PERMIT LANDLORD REVIEW CONTRACTOR SHALL BUILD ONLY FROM SETS STAMPED "CONSTRUCTION SET" HEREIN BID Th i s d r a w i n g , p r i n t e d o r o t h e r w i s e , i s t h e c o p y r i g h t e d p r o p e r t y o f N e l c o A r c h i t e c t u r e , I n c . T h e d r a w i n g m a y n o t b e u s e d , r e p r o d u c e d o r c o p i e d w i t h o u t t h e p e r m i s s i o n o f N e l c o A r c h i t e c t u r e , I n c . NELCO ARCHITECTURE, INC. NELSO www.nelsonworldwide.com Cincinnati, OH 45202 201 E. 4th. Street, Suite 1700 CHARLES SCHWAB ARCADIA 134 E. Huntington Dr. Arcadia, CA 91006 23.0003665 20 2 4 US E R : B M A D S O N P L O T T E D : 5 / 2 1 / 2 0 2 4 - 2 : 1 1 P M U : \ P r o j \ C h a r l e s S c h w a b & C o . , I n c \ C A \ 2 3 . 0 0 0 3 6 6 5 . 0 0 0 - C S - A r c a d i a , C A \ D R A W I N G S \ A - I \ 3 _ C D \ A 4 . 0 _ 2 3 . 0 0 0 3 6 6 5 . d w g L A Y O U T : A 4 . 0 04/29/24 B. Madson J. Patterson, S. Mulia As noted 1 PERMITTING COMMENTS 05/21/24 04/05/24 04/22/24 04/22/24 NO T U S E D NO T U S E D NOT U S E D NO T U S E D NO T U S E D NO T U S E D NOT U S E D NO T U S E D NOT U S E D NOT U S E D NO T U S E D NOT U S E D NOT US E D NOT USED A5.0 N 1 06/30/202306/30/2025 SE E R C P 8" MAIN TEE OR CROSS TEE SUSPENSION SYSTEM 5/8" GYP. BD. CEILING BOTTOM OF EXISTING STRUCTURE FASTENERS TO STRUCTURE HANGER WIRES AT 4'-0" O.C. IN EACH DIRECTION- NO MORE THAT 1:6 OUT OF PLUMB, TYP. 3 TIGHT TURNS IN 1 1/2" LENGTH STEEL STRAP 1" W X 2" L X 12 GA. MIN. HILTI KWIK PRO SCREW 1/4" DIA. X 3" EMBED IN DOWN FLUTE UNDERSIDE OF EXISTING STRUCTURE ABOVE VERTICAL HANGER WIRE NOTES: DO NOT USE "SHOT-IN ANCHORS" FOR HANGER WIRE. ALL CONNECTIONS TO BE MADE TO ROOF JOISTS. NOTHING TO BE SUSPENDED FROM ROOF DECK. NOTE: DO NOT USE "SHOT-IN ANCHORS" FOR BRACING WIRE STEEL STRAP 1" W X 2" L X 12 GA. MIN. UNDERSIDE OF EXISTING STRUCTURE ABOVE HILTI KWIK PRO SCREW 1/4" DIA. X 3" EMBED 4 TIGHT TURNS IN 1 1/2" LENGTH SPLAYED SEISMIC BRACING WIRE SCALE: Stepped GWB to ACT Ceiling Detail M13 3" = 1'-0" SCALE:Suspended GWB Ceiling M4 3" = 1'-0" SCALE: Ceiling Hanger Wire and Bracing Wire M7 3" = 1'-0" SCHEDULED CEILING SE E R C P SCHEDULED CEILING, TYP. SHADOW MOULD, TYP. 3-5/8" MTL STUD FRAMING SECURED AND BRACED TO BUILDING STRUCTURE AS REQUIRED SE E R C P SCALE: GWB Header Detail at Differing Ceilings J13 3" = 1'-0" SCHEDULED CEILING SHADOW MOULD 5/8" GWB ON EXPOSED SURFACES AND EXTENDED 6" UP PAST ACT CEILING SCALE: Exterior Window Shade @ Storefront Head F13 3" = 1'-0" EXISTING EXTERIOR WALL CONSTRUCTION WIRELESS SOLAR CONTROL (W/O) MOUNTED TO WINDOW MULLION SCALE: Interior Glazing Frame Corner Detail J16 3" = 1'-0" EXTRUDED ALUMINUM FRAME SYSTEM - MONOLITHIC CORNER MULLION SCHEDULED GLAZING, TYP. NOTE: THIS DETAIL IS FROM FRAMEWORKS MANUF. WHICH IS THE BASIS OF DESIGN. IF A DIFFERENT FRAME MFG. IS USED GC MUST VERIFY THAT THEY CAN REPLICATE THIS DETAIL. EXTRUDED ALUMINUM DOOR FRAME SCHEDULED DOOR (2) METAL STUDS AT HEAD 5/8" GYP. BD ON 3-5/8" METAL STUDS SCHEDULED DOOR EXTRUDED ALUMINUM MULLION GLAZING GLAZING EXTRUDED ALUMINUM WINDOW FRAME GROUND LINE SCALE: Interior Glazing Frame at Floor A10 3" = 1'-0" SCALE: Interior Door and Glazing Mullion A13 3" = 1'-0" SCALE: Interior Door Frame Head and Jamb A16 3" = 1'-0" SCHEDULED PARTITION ADD SOLID FRT WOOD BLOCKING ON HINGE SIDE EXTRUDED ALUMINUM WINDOW FRAME GLAZING (2) METAL STUDS AT HEAD, INVERT BOTTOM STUD 5/8" GWB ON 3-5/8" METAL STUDSSCHEDULED PARTITION SCHEDULED PARTITION 5/8" GWB ON 3-5/8" METAL STUDS SCHEDULED GLAZING EXTRUDED ALUMINUM WINDOW FRAME SCHEDULED DOOR EXTRUDED ALUMINUM DOOR FRAME SCALE: Interior Glazing Frame Head and Jamb C16 3" = 1'-0" SCALE: Interior Partition Detail Door and Glazing Jambs E16 3" = 1'-0" FRT CONTINUOUS WOOD BLOCKING 2" FULLY FINISHED GWB INSIDE CORNER 1" SHADOW MOULD SCALE: Water Heater Platform Detail @ Top of Mop Closet F1 3" = 1'-0" SCHEDULED CEILING ±4 " SCHEDULED WALL CONSTRUCTION 6" MTL. STUDS @ 16" OC W/TH GWB CLG. 3/4" FRT PLYWOOD PLATFORM DRIP PAN AND WATER HEATER; REFER TO MEP DWGS. BACK OFFICEMOP CLOSET WATER HEATER SCALE: Partition Wall to Storefront Connection Detail J7 3" = 1'-0" SCALE: Exterior Window Shade @ Intermediate Mullion J10 3" = 1'-0" MULLION HGT. 10'-0" SCHEDULED SHADE MECHANISM W/ FASCIA ATTACHED TO HORIZ. MULLION ON WALL MOUNT ANGLE AS SHOWN NOTES: DO NOT USE "SHOT-IN ANCHORS" FOR HANGER WIRE. ALL CONNECTIONS TO BE MADE TO ROOF JOISTS. NOTHING TO BE SUSPENDED FROM ROOF DECK. NEW GWB CEILING CONSTRUCTION 1" SCHEDULED SHADE MECHANISM W/ FASCIA ATTACHED TO WINDOW HEAD FRAMING AS SHOWN 3-5/8" MTL STUD FRAMING SECURED AND BRACED TO BUILDING STRUCTURE AS REQUIRED MTL. STUD BRACING, REFER TO F7 & J10 / A4.0 5/8" GWB ON EXPOSED SURFACES AND EXTENDED 6" UP PAST ACT CEILING 5/8" GWB ON EXPOSED SURFACES AND EXTENDED 6" UP PAST ACT CEILING SCALE: Exterior Window Shade @ Storefront Head F10 3" = 1'-0" EXISTING EXTERIOR WALL CONSTRUCTION SCHEDULED SHADE MECHANISM W/ FASCIA ATTACHED TO WINDOW HEAD FRAMING AS SHOWN SCHEDULED CEILING SHADOW MOULD SE E R C P SCALE: GWB Header Detail at ACT Ceiling M16 3" = 1'-0" DRYWALL MOLDING END CLOSURE; FRY REGLET "DMEC", OR EQUAL. FINISH TO MATCH INTERIOR WALLS EXTERIOR WINDOW MULLION SCHEDULED WALL FRAMING; REFER TO CONSTRUCTION PLAN SE E P L A N CONT. EMSEAL "QUIET JOINT" SHG; COLOR TO MATCH STOREFRONT; NO SUBSTITUTIONS DRYWALL MOLDING END CLOSURE; FRY REGLET "DMEC", OR EQUAL. FINISH TO MATCH INTERIOR WALL EXTERIOR GLAZING CONTINUOUS EMSEAL "QUIET JOINT" SHG; COLOR TO MATCH STOREFRONT; NO SUBSTITUTIONS SCHEDULED WALL FRAMING TIGHT TO FACE OF HORIZONTAL MULLIONS SE E P L A N 1" TO 6" - VERIFY ON SITE (WIDTH OF EMSEAL CLOSURE MUST BE CUSTOM ORDERED TO PROPERLY FRICTION FILL GAP) 112" 1" 12" 112"1" 1 2" 112"1" 1 2" 1" 1 2" 4" 112" 1" 12" 2" o r 3 " 2" 1" SCALE: Exterior Window Shade @ Intermediate Mullion M10 3" = 1'-0" SCHEDULED SHADE MECHANISM MOUNTED INSIDE #4123 SHADE POCKET ATTACHED TO HORIZ. MULLION ON WALL MOUNT ANGLE AS SHOWN SCHEDULED CEILING, TYP. NOTE: EMSEAL MUST BE A TIGHT FIT TO ENSURE PRODUCT RUNS STRAIGHT UP END OF WALL WIRELESS SOLAR CONTROL (W/O) MOUNTED TO WINDOW MULLION WIRELESS SOLAR CONTROL (W/O) MOUNTED TO WINDOW MULLION WIRELESS SOLAR CONTROL (W/O) MOUNTED TO WINDOW MULLION SCALE: HVAC Supply Diffuser Installation w/ ACT ceiling J4 3" = 1'-0" SCALE: Mounting Options at Recessed Linear Light Fixtures J1 3" = 1'-0" SCHEDULED ACT CEILING GRID AND TILES ARE TO REST ON FIXTURE FLANGE, AND ALSO BE FULLY SUPPORTED FROM BUILDING STRUCTURE AS REQUIRED BY CODE LIGHT FIXTURE IS TO BE FULLY SUPPORTED FROM BUILDING STRUCTURE. REFER TO MANUF. INSTRUCTIONS FOR THREADED ROD INSTALLATION DETAILS IN ACT CEILING APPLICATIONS GRIDS AND TILES ARE TO BE CUT TO FIT AROUND LIGHT FIXTURES AS NEEDED IN ORDER TO CONCEAL CUT EDGES. LIGHT FIXTURES ARE TO BE INSERTED INTO ROUGH OPENING AND SECURED TO FRAMING PRIOR TO DRYWALL FINISHING SCHEDULED GWB CEILING CONSTRUCTION "SF" STYLE RECESSED LINEAR LIGHT FIXTURE; REFER TO ELECTRICAL DWGS AC T G R I D C E I L I N G I N S T A L L GW B C E I L I N G I N S T A L L SCALE: Mounting Detail at Recessed Linear Wall Wash Light Fixture M1 3" = 1'-0" LIGHT FIXTURE IS TO BE SECURED TO FRAMING USING ATTACHED SPACKLE FLANGE THEN DRYWALL FINISHED SCHEDULED GWB CEILING CONSTRUCTION TO BE COMPLETED AS REQUIRED DURING NORMAL FRAMING AND DRYWALL SCOPES 658" R.O. 2" B/GWB CLG. 8'-4" AFF TENANT WALLCOVERING TO BE APPLIED TO BACK WALL, TIGHT TO UNDERSIDE OF MOUNTING FLANGE WALL MOUNT BRACKET SUPPLIED WITH LIGHT FIXTURE IS TO BE SECURED TO WALL FRAMING, FROM BELOW THROUGH THE ROUGH OPENING, PER MANUFACTURER'S INSTRUCTIONS RECESSED WALL WASH LIGHT FIXTURE; REFER TO ELECTRICAL DWGS SCHEDULED WALL FRAMING 218" SCHEDULED ACT CEILING GRID AND TILES - AS SEEN FROM BELOW SCHEDULED HVAC DIFFUSER; REFER TO MEP DRAWINGS CEILING INSTALLER MUST CUSTOM CUT AND INSTALL A CEILING TILE IN THE CENTER OF EACH DIFFUSER AS SHOWN SCHEDULED MTL. STUD FRAMING SECURED AND BRACED TO BUILDING STRUCTURE AS REQUIRED REFER TO A6/A5.0 FOR BRACING CONNECTIONS REFER TO DETAIL A12/A5.0 (4) #12 S.M.S. 9" M I N . 17" MIN. / 19" MAX. 8" MIN. 2'- 3 " M I N . C L E A R 6" MAX. 4" 2'- 1 0 " M A X . ( T O R I M O F S I N K ) GLOSSY WHITE PIPE FITTING INSULATOR (ADA COMPLIANT) S/ST SINGLE-BOWL SINK PL. LAM. COUNTERTOP PL-2 14" 114" 5" 2'-0" PLASTIC LAMINATE REMOVABLE PANEL PL-1 PL. LAM. FACE PL-1 SCALE: Section at Pantry Sink Cabinet A4 1" = 1'-0" SCALE: Section at Typical Pantry Cabinets D7 1" = 1'-0" SCALE: Section at Work Room Open Millwork D4 1" = 1'-0" TO FACE OF FINISH WALLS, TYP. ALL CABINETS TO BE SCRIBED 2" 2"MELAMINE ADJUSTABLE SHELVES PL. LAM. DOOR PL-2 3/4" P.LAM CABINET DOOR w/ PULLS ON CONCEALED OVERLAY HINGES 2'- 0 " 2' - 8 " PL. LAM. COUNTERTOP PL-2 3/4" END PANEL WITH PLASTIC LAMINATE FINISH PL-1 1" 3/4" INTERMEDIATE SUPPORT PANEL WITH PLASTIC LAMINATE FINISH PL-1 JOINT IN SHELF TO OCCUR AT STANDARD STANDARDS ATTACHED TO 24" WIDE, 16 GAUGE METAL STRAPPING ADJUSTABLE METAL SHELF BRACKETS ON STANDARDS PL. LAM. PL-2 SHELF W/ EDGE TRIM; REFER TO ELEVATIONS FOR SHELF QUANTITIES 1'-2" 112" 1'- 1 0 " CL E A R 6' - 4 " 1'- 3 " CL E A R 114" 2'- 1 0 " H O L D 2"2" MELAMINE SHELF ON ADJUSTABLE SUPPORTS, TYP. VERTICAL SHELF STANDARDS, TYP. 4" 3" PL. LAM. PL-1 DRAWER w/ PULL AND ROLLER GLIDE PL .LAM. PL-2 COUNTERTOP 3/4" PL. LAM. PL-1 DOOR w/ PULL ON CONCEALED OVERLAY HINGES, TYP. PL. LAM. PL-2 BACKSPLASH 4" 2'-0" 2' - 1 0 " 1'-0" 2'- 7 " C L E A R ( M I N . ) 14" 114" 5" 14" 1'-0" MIN. CLR. 2" VERTICAL SHELF STANDARDS, TYP. 2'-0" PLASTIC LAMINATE TOE SPACE PANEL PL-1 SCALE: Section at 14" Wide Pantry Trash / Recycling Cabinet A7 1" = 1'-0" 2' - 1 0 " H O L D 4" 3" PL .LAM. PL-2 COUNTERTOPPL. LAM. PL-2 BACKSPLASH 4" 2'-0" 14" 114" NOTE: TRASH AND RECYCLING CABINETS ARE TO EACH RECEIVE AN APPLIED DOOR TAG LABELING IT AS EITHER "TRASH" OR "RECYCLING". RUBBERMAID #S-13527BK TRASH CAN FULL HEIGHT 3/4" PL. LAM. PL-1 DOOR ATTACHED TO FULL EXTENSION PULL OUT TRAY DOOR PULL NOTE: CLEAR WIDTH AT DOOR OPENING MUST BE 12" MIN. SHELVES ARE TO BE SECURED TO BRACKETS, TYP. ALL OPEN SHELVING TO HAVE 1-1/2" HIGH FRONT P-LAM APRON AS SHOWN 7'- 8 " SPECIFIED BASE ON FACE OF TOE KICK SPECIFIED BASE ON FACE OF TOE KICK SCALE: Section at Open Pantry Counter at "ADA Height" Dishwasher A1 1" = 1'-0" 2' - 1 0 " H O L D PL .LAM. PL-2 COUNTERTOPPL. LAM. PL-2 BACKSPLASH 4" 2'-0" 114" NOTE: CLEAR OPEN WIDTH FOR DISHWASHER MUST BE 24" 2'- 8 " M I N . C L R . SCALE: Section at Upper Cabinet Above Refrigerator D1 1" = 1'-0" 2" 3/4" P.LAM (PL-2) CABINET DOOR w/ PULLS ON CONCEALED OVERLAY HINGES 7'- 8 " 6'- 0 " REFRIGERATOR "ADA HEIGHT" DISHWASHER 1'-2" 2'-0" 27 " M I N . 36 " M A X . T O S P O U T 9" M I N . SHADED AREA DENOTES KNEE/TOE CLEARANCES. NO EQUIPMENT PERMITTED IN AREA 18"-19" 5" MAX. * SPOUT TO PROVIDE A FLOW OF WATER AT LEAST 4" HIGH. WATER SPOUT 8" 15" MIN. 6" MAX.11" MIN. 38 " M I N . - 4 3 " M A X . T O S P O U T SCALE: Section at Accessible Drinking Fountain C13 1 1/2" = 1'-0" 30"x48" CLEAR SPACE 18" MIN. "HI" FOUNTAIN "LOW" FOUNTAIN EQ . EQ . CL 1'- 4 " MI N . SCALE: Plan View at Typical Drinking Fountain Alcove C10 1/2" = 1'-0" US E R : B M A D S O N P L O T T E D : 5 / 2 1 / 2 0 2 4 - 2 : 1 1 P M U : \ P r o j \ C h a r l e s S c h w a b & C o . , I n c \ C A \ 2 3 . 0 0 0 3 6 6 5 . 0 0 0 - C S - A r c a d i a , C A \ D R A W I N G S \ A - I \ 3 _ C D \ A 4 . 1 _ 2 3 . 0 0 0 3 6 6 5 . d w g L A Y O U T : A 4 . 1 A4.1 and Misc Details Door, Casework, Ceiling A B C D E F G H J K L M N P 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 181716151413121110987654321 C INFORMATION PROJECT #: SCALE: REVIEWED BY: DRAWN BY: ISSUE ISSUED FOR PROJECT SHEET INFORMATION INFORMATION REVISIONS CLIENT REVIEW PERMIT LANDLORD REVIEW CONTRACTOR SHALL BUILD ONLY FROM SETS STAMPED "CONSTRUCTION SET" HEREIN BID Th i s d r a w i n g , p r i n t e d o r o t h e r w i s e , i s t h e c o p y r i g h t e d p r o p e r t y o f N e l c o A r c h i t e c t u r e , I n c . T h e d r a w i n g m a y n o t b e u s e d , r e p r o d u c e d o r c o p i e d w i t h o u t t h e p e r m i s s i o n o f N e l c o A r c h i t e c t u r e , I n c . NELCO ARCHITECTURE, INC. NELSO www.nelsonworldwide.com Cincinnati, OH 45202 201 E. 4th. Street, Suite 1700 CHARLES SCHWAB ARCADIA 134 E. Huntington Dr. Arcadia, CA 91006 23.0003665 20 2 4 US E R : B M A D S O N P L O T T E D : 5 / 2 1 / 2 0 2 4 - 2 : 1 1 P M U : \ P r o j \ C h a r l e s S c h w a b & C o . , I n c \ C A \ 2 3 . 0 0 0 3 6 6 5 . 0 0 0 - C S - A r c a d i a , C A \ D R A W I N G S \ A - I \ 3 _ C D \ A 4 . 1 _ 2 3 . 0 0 0 3 6 6 5 . d w g L A Y O U T : A 4 . 1 04/29/24 B. Madson J. Patterson, S. Mulia As noted 1 PERMITTING COMMENTS 05/21/24 04/05/24 04/22/24 04/22/24 NO T U S E D NO T U S E D NO T U S E D NO T U S E D NO T U S E D NO T U S E D NO T U S E D NO T U S E D NO T U S E D NO T U S E D NO T U S E D NO T U S E D NO T U S E D NOT U S E D NO T U S E D NO T U S E D 06/30/202306/30/2025 45°45° EXIST. DECK ABOVE CONT. HORIZ. STRUT TO PREVENT SPREADING OF RUNNERS SPLICES AND INTERSECTIONS OF RUNNERS SHALL BE ATTACHED WITH MECHANICAL INTERLOCKING CONNECTORS SUCH AS POP RIVETS, SCREWS, PINS, PLATES WITH BENT TABS, OR OTHER APPROVED CONNECTORS FOR 2x DESIGN LOAD OR ULTIMATE AXIAL OR COMPRESSION (MINIMUM 60 LBS.) NOTE: L/R RATIO NOT EXCEED 200 (3) TURNS MIN. IN 1 1/2" (TYPICAL) SUSPENDED CEILING DETAIL @ WALL ACOUSTICAL PANEL MAIN RUNNER WALL TRIM CROSS TEE 300 lbs. 5'-0" o.c. max. 170 lbs. 4'-0" o.c. max. ALLOWABLE TENSION #10 HANGER WIRE #12 4" M I N . L A P LOCKING CLIP TO FASTEN CROSS TEE TO MAIN RUNNER NOT TO EXCEED 6'-0" SPLAY BRACE WIRE HANGER WIRE CROSS TEE MAIN RUNNER 45° MAX. 45° MAX. 2" M A X . CROSS TEE MAIN RUNNER 45° MAX. 3/4" EMT - NOTCH OVER MAIN RUNNER 45° MAX. SEISMIC LOCKING PIN VERTICAL - 10 GA. HANGER WIRE @ 4'-0" O.C. (3) #12 SCREWS DIAG BRACE 12" DIAG BRACE PARRALLEL TO DECK SPAN DIAG BRACE 3 8" (3) #12 SCREWS EXST. STL BM DIAG BRACE CONNECTION TO STL BEAMDIAG BRACE PERPENDICULAR TO DECK SPAN DIAG. BRACE (3) #12 SCREWS 12" 12" DIAG BRACE CONNECTION TO PRECAST CONC (3) #12 SCREWS 3 5/8" (18 GA.) DIAG 12" DIAG BRACE CONNECTION TO PRECAST CONC (3) #12 SCREWS DIAG BRACE (3) #8 SCREWS DIAG BRACE CONNECTION TO WOOD JOIST SCALE: SECTION THROUGH TYPICAL PARTITION A12 NONE SCALE: DEFLECTION DETAIL AT TOP OF PARTITION L16 NONE USE THIS DETAIL ONLY IF BUILDING AUTHORITIES REQUIRE THAT PARTITION STUDS BE INDEPENDENT OF TOP TRACK SCALE: TYPICAL DIAGONAL BRACE CONNECTIONS A6 NONE SCALE: SEISMIC DETAILS AT SUSPENDED CEILING K1 NONE SCHEDULED CEILING APPLICABLE ICC-ES NUMBERS SEE A16 / A5.0 FOR ALL US E R : B M A D S O N P L O T T E D : 5 / 2 1 / 2 0 2 4 - 2 : 1 1 P M U : \ P r o j \ C h a r l e s S c h w a b & C o . , I n c \ C A \ 2 3 . 0 0 0 3 6 6 5 . 0 0 0 - C S - A r c a d i a , C A \ D R A W I N G S \ A - I \ 3 _ C D \ A 5 . 0 _ 2 3 . 0 0 0 3 6 6 5 . d w g L A Y O U T : A 5 . 0 A5.0 and Notes Seismic Details NOTE: DO NOT ATTACH GWB TO TOP TRACK PROJECT RELEVANT ICC-ES NUMBERS METAL STUDS (CLARK DIETRICH)ESR-1166P STUD FASTENERS (HILTI, INC.)ESR-2196 TRACK ANCHORS (HILTI, INC.)ESR-3027 CEILINGS (ARMSTRONG "SEISMIC RX")ESR-1308 CEILING NOTES: A.HEAVY DUTY T-BAR GRID SYSTEM SHALL BE USED AS SPECIFIED. B.REFER TO DETAIL J15 THIS SHEET FOR CONNECTIONS OF CEILING SUSPENSION WIRES TO STRUCTURE. C.CHANGES IN CEILING PLAN SHALL BE PROVIDED WITH POSITIVE BRACING. D.CABLE TRAYS AND ELECTRICAL CONDUITS SHALL BE SUPPORTED INDEPENDENTLY FROM THE CEILING. E.EXCEPT WHERE RIGID BRACES ARE USED TO LIMIT LATERAL DEFLECTIONS, CEILING PENETRATIONS INCLUDING SPRINKLER HEADS SHALL BE PROVIDED WITH A 2-INCH OVERSIZE RING, SLEEVE, OR ADAPTER TO ALLOW FOR FREE MOVEMENT OF AT LEAST 1" IN ALL HORIZONTAL DIMENSIONS. F.EACH SUSPENDED CEILING AREA SHALL BE PROVIDED WITH CLOSURE ANGLES NOT LESS THAN 2" IN WIDTH. IN EACH ORTHOGONAL HORIZONTAL DIMENSION, ONE END OF THE CEILING GRID SHALL BE ATTACHED TO THE CLOSURE ANGLE. THE OTHER END SHALL HAVE A 0.75" CLEARANCE FROM THE WALL AND SHALL REST UPON AND BE FREE TO SLIDE ON THE CLOSURE ANGLE. G.CEILING MOUNTED FIXTURES WEIGHING LESS THAN 10 POUND SHALL HAVE (1) 12 GA. HANGER WIRE CONNECTED FROM THE FIXTURE TO THE STRUCTURE ABOVE. THIS WIRE MAY BE SLACK. H.CEILING MOUNTED FIXTURES WEIGHING BETWEEN 10 POUNDS AND 56 POUNDS SHALL HAVE (2) 12 GA. HANGER WIRES AT OPPOSING CORNERS OF THE FIXTURE TO THE STRUCTURE ABOVE. THESE WIRES MAY BE SLACK. SCALE: TYPICAL DIAGONAL BRACING SEISMIC CATEGORIES D, E & F H12 NONE REFER TO H12 FOR TYPICAL DIAGONAL BRACING DETAILS SCALE: DIAGONAL BRACE CONNECTION DETAILS F1 NONE 1 1 CENTER DIAGONAL OVER VERTICAL STUD 2"X2"X0'-6" LG, 14 GA FRAMING CLIP W/ (3) - #8 SCREWS EACH LEG AT DIAGONAL, ATTACH TRACK TO WALL STUD W/ (2)-#8 SCREWS EACH SIDE WALLS WHERE DIAGONAL IS ATTACHED TO TOP OF WALL CONTINUOUS TRACK (GAUGE TO MATCH WALL STUD, EXCEPT USE 20 GAUGE MIN TRACK) REFER TO L7/A4.0 ATTACH TO STRUCTURE ABOVE PER E12 / A5.0 FULL HEIGHT WALLS WHERE DIAGONAL IS ATTACHED AT "MID - WALL" CONNECT TRACKS TO VERT STUDS W/ (1)-#8 SCREW IN EACH FLANGE OF EACH STUD, EXCEPT INSTALL (2)-#8 SCREWS IN EACH FLANGE AT VERT. STUDS WITH DIAGONALS CONTINUOUS DOUBLE TRACK (GAUGE TO MATCH WALL STUD, EXCEPT USE 20 GAUGE MIN TRACK) REFER TO L7/A4.0 CONNECT TRACKS TOGETHER W/(2) - #8 SCREWS @ 8" OC (6) - #8 SCREWS LENGTH OF DIAGONAL CONNECT TO EXISTING STRUCTURE PER DETAIL F15 / A5.0 J-12 / VIEWS A-A & B-B * * NOTE: FOR DOUBLE STUD DIAGONALS, "SECOND" STUD SHALL END AS CLOSE AS POSSIBLE TO END CONNECTION, TOP & BOTTOM (4) - #8 SCREWS WALL OR STOREFRONT STUD CONNECT TRACK TO VERT STUDS W/(1) - #8 SCREW IN EACH FLANGE OF EACH STUD, EXCEPT INSTALL (2) - #8 SCREWS IN EACH FLANGE AT VERT STUDS WITH DIAGONALS CONTINUOUS TRACK (GAUGE TO MATCH WALL STUD, 20 GAUGE MIN) 158"15 8"15 8" 20 GA. DIAGONAL BRACE OPTIONS: DIAGONAL LENGTH - UP TO 10'-0" SINGLE 358" , 20 GA. DIAGONAL VIEW A-A SPACING OF DIAGONAL BRACING INTERIOR PARTITIONS - 48" O.C. MAX STOREFRONT FRAMING - 48" O.C. MAX EXTERIOR WALLS - 48" O.C. MAX DIAGONAL LENGTH - 10'-1" TO 18'-0" * DOUBLE 35 8" , 20 GA. STUDS WITH 15 8" WIDE FLANGES VIEW B-B #8 SCREWS @ 12" C/C DIAGONAL BRACING OPTIONS * CONTACT ARCHITECT FOR LENGTHS LONGER THAN 18'-0" SCALE: SUSPENSION ANCHORING DETAIL @ ACOUSTICAL TILE CEILING GRID J15 NONE SCALE: SUSPENSION ANCHORING DETAIL @ ITEMS OTHER THAN ACT CEILING GRID F15 NONE EXISTING WOODEN STRUCTURE NOTE: SERVICE LOAD ON ANY INDIVIDUAL FASTENER IS NOT TO EXCEED 90 LB. ACOUSTICAL TILE CEILING GRID HANGER WIRE #8 SCREW #8 SCREWS SUSPENSION CABLE ON FRAMING CLIP BOLTED INTO ANCHOR #8 SCREW EXISTING WOODEN STRUCTURE FRAMING CLIP BOLTED INTO ANCHORS NOTE: THE ANCHORING SYSTEM SHOWN HERE IS TO BE USED IN ALL SITUATIONS OTHER THAN SUSPENDED ACOUSTICAL TILE CEILINGS, AND ALSO IN ANY ACT CEILING SITUATIONS WHERE THE SERVICE LOAD ON ANY INDIVIDUAL FASTENER WILL EXCEED 90 LB. FRAMING CLIP (AS REQUIRED) SCALE: NOTES / INFORMATION A16 NONE SCALE: TITLE 24 ACCESSIBLITY REQUIREMENTS A1 NONE DOORS: THE INTERNATIONAL SYMBOL OF ACCESSIBILITY SHALL BE THE STANDARD TO IDENTIFY FACILITIES THAT ARE ACCESSIBLE TO AND USABLE BY PHYSICALLY DISABLE PERSONS AS SET FORTH IN THESE BUILDING STANDARDS. THE SYMBOL SPECIFIED ABOVE SHALL CONSIST OF A WHITE FIGURE ON A BLUE BACKGROUND. THE BLUE SHALL BE EQUAL TO COLOR NO. 15090 IN FEDERAL STANDARD 595a. ALL ACCESSIBLE ENTRANCES SHALL BE INDENTIFIED WITH AT LEAST ONE STANDARD SIGN AND WITH ADDITIONAL DIRECTIONAL SIGNS, AS REQUIRED. SIGNS SHALL BE VISIBLE FROM APPROACHING PEDESTRIAN WAYS. EVERY REQUIRED ENTRANCE OR PASSAGE DOORWAY SHALL BE OF A SIZE AS TO PERMIT THE INSTALLATION OF A DOOR NOT LESS THAN 3 FEET IN WIDTH AND NOT LESS THAN 6 FEET, 8-INCHES IN HEIGHT. DOORS SHALL BE CAPABLE OF OPENING AT LEAST 90 DEGREES AND SHALL BE SO MOUNTED THAT THE CLEAR WIDTH OF DOORWAY IS NOT LESS THAN 32-INCHES. LATCHING AND LOCKING DOORS THAT ARE HAND ACTIVATED AND WHICH ARE IN PATH OF TRAVEL. SHALL BE OPERABLE WITH A SINGLE EFFORT BY LEVER TYPE HARDWARE, PANIC BARS, PUSH-PULL ACTIVATING BARS, OR OTHER HARDWARE DESIGNED TO PROVIDE PASSAGE WITHOUT REQUIRING THE ABILITY TO GRASP THE OPENING HARDWARE. HAND ACTIVATED DOOR OPENING HARDWARE SHALL BE CENTERED BETWEEN 30-INCHES AND 44-INCHES ABOVE THE FLOOR. THE BOTTOM 10-INCHES OF ALL DOORS, EXCEPT AUTOMATIC AND SLIDING DOORS, SHALL HAVE A SMOOTH UNINTERRUPTED SURFACE TO ALLOW THE DOOR TO BE OPENED BY A WHEELCHAIR FOOTREST WITHOUT CREATING A TRAP OR HAZARDOUS CONDITION. WHERE NARROW FRAME DOORS ARE USED, 10-INCH HIGH SMOOTH PANEL SHALL BE INSTALLED ON THE PUSH SIDE OF THE DOOR. MAXIMUM EFFORT TO OPERATE DOORS SHALL NOT EXCEED 5 LBS. FOR ALL DOORS, SUCH PULL OR PUSH EFFORT BEING APPLIED AT RIGHT ANGLES TO HINGED DOORS AND AT THE CENTER PLANE OF SLIDING OR FOLDING DOORS. COMPENSATING DEVICES OR AUTOMATIC DOOR OPERATORS MAY BE UTILIZED TO MEET THE ABOVE STANDARDS WHEN FIRE DOORS ARE REQUIRED, THE MAXIMUM EFFORT TO OPERATE THE DOOR MAY BE INCREASED TO NOT EXCEED 15 LBS. TOILET ROOM FIXTURES: TOILET FLUSH CONTROLS SHALL BE OPERABLE WITH ONE HAND, AND SHALL NOT REQUIRE TIGHT GRASPING, PINCHING, OR TWISTING OF THE WRIST. CONTROLS FOR THE FLUSH VALVES SHALL BE MOUNTED ON THE WIDE SIDE OF TOILET AREAS, NO MORE THAN 44-INCHES ABOVE THE FLOOR. THE FORCE REQUIRED TO ACTIVATE CONTROLS SHALL BE NO GREATER THAN 5 LBS. FAUCET CONTROLS AND OPERATING MECHANISMS SHALL BE OPERABLE WITH ONE HAND AND SHALL NOT REQUIRE TIGHT GRASPING, PINCHING OR TWISTING OF THE WRIST. THE FORCE REQUIRED TO ACTIVATE CONTROLS SHALL BE NO GREATER THAN 5 LBS. LEVER-OPERATED. PUSH-TYPE AND ELECTRONICALLY CONTROLLED MECHANISMS ARE EXAMPLES OF ACCEPTABLE DESIGNS. SELF-CLOSING VALVES ARE ALLOWED IF THE FAUCET REMAINS OPEN FOR AT LEAST 10-SECONDS. LAVATORIES SHALL BE MOUNTED WITH A CLEARANCE OF AT LEAST 29-INCHES FROM THE FLOOR TO THE BOTTOM OF THE APRON WITH THE KNEE CLEARANCE UNDER THE FRONT LIP EXTENDING A MINIMUM OF 30-INCHES IN WIDTH WITH 8-INCHES MINIMUM DEPTH AT THE TOP. TOE CLEARANCE SHALL BE THE SAME WIDTH AND SHALL BE A MINIMUM OF 9-INCHES HIGH FROM THE FLOOR AND A MINIMUM OF 17-INCHES DEEP FROM THE FRONT OF THE LAVATORY. A MAXIMUM HEIGHT OF 34-INCHES TO THE TOP OF THE LAVATORY IS RECOMMENDED. HOT WATER AND DRAIN PIPES UNDER LAVATORIES SHALL BE INSULATED OR OTHERWISE COVERED. THERE SHALL BE NO SHARP OR ABRASIVE SURFACES UNDER LAVATORIES. GRAB BARS, FASTENERS AND MOUNTING DEVICES SHALL BE DESIGNED FOR 250 LBS. PER LINEAR FT. LOAD. ELECTRIC SERVICE: THE CENTER OF RECEPTACLE OUTLETS SHALL NOT BE LESS THAN 12-INCHES ABOVE THE FLOOR OR WORKING PLATFORM. THE CENTER OF THE GRIP OF THE OPERATING HANDLE SWITCHES INTENDED TO BE USED BY THE OCCUPANT OF THE ROOM AREA TO CONTROL LIGHTING AND RECEPTACLE OUTLETS, APPLIANCES, OR HVAC EQUIPMENT, SHALL BE NOT LESS THAN 3-FEET NOR MORE THAN 4-FEET ABOVE THE FLOOR OR WORKING PLATFORM. THE CENTER OF FIRE ALARM INITIATING DEVICES (BOXES) SHALL BE LOCATED 48-INCHES ABOVE THE LEVEL OF THE FLOOR, WORKING PLATFORM, GROUND SURFACE, OR SIDEWALK. CONNECT TO EXISTING STRUCTURE PER DETAIL F15 / A5.0 CONNECT TO EXISTING STRUCTURE PER DETAIL F15 / A5.0 CONNECT TO EXISTING STRUCTURE PER DETAIL F15 / A5.0 CONNECT TO EXISTING STRUCTURE PER DETAIL F15 / A5.0 ATTACHMENT OF GYPSUM BOARD - NON-RATED PARTITIONS: TYPE 'S' HI-LO BUGLE HEAD #7 X 1 1/8" SCREWS @ 12" O.C. FIELD & EDGES. - RATED PARTITIONS: TYPE 'S' HI-LO BUGLE HEAD # 7 X 1 1/8" SCREWS @ 12" O.C. FIELD & 8" O.C. EDGES. - GARCY STUDS: TYPE 'S' SCREWS WITH SPACING AS DESCRIBED ABOVE. - DIRECTLY ATTACHED CEILINGS: TYPE 'S' HI-LO BUGLE HEAD # 7 X 1 1/8" SCREWS @ 12" O.C. FIELD & EDGES. NOT MORE THAN 1/2" OR LESS THAN 3/8" FROM EDGES. - SUSPENDED CEILINGS: TYPE 'S' HI-LO BUGLE HEAD # 7 X 1 1/4" SCREWS @ 12" O.C. FIELD AND 8" O.C. EDGES. IMPORTANT NOTE: ANY WOOD BLOCKING IN CONSTRUCTION OF THIS FACILITY MUST BE FIRE RETARDANT TREATED AND BEAR MANUFACTURERS' STAMP OF AUTHENTICITY. NOT U S E D NOT U S E D NOT U S E D SCHEDULED NON LOAD BEARING INTERIOR PARTITION WALL; REFER TO DETAILS ON SHEET A4.0 SECURE BRACING TO WALL STUDS WITH 3 #8 SCREWS REFER TO CLG. PLAN 3 5/8" x 20 GA. MTL. STUD BRACING @ 48"oc MAX. SECURE BTM. TRACK TO SLAB W/ POWDER DRIVEN FASTENERS (MIN. .145" DIA. WITH 1 1/8" MIN. PENETRATION) @ 24"oc MAX. AND WITHIN 8" OF ENDS (ICC #ESR 1663) SCALE: SECTION THROUGH TYPICAL HUNG SOFFIT E12 NONE EXIST. DECK ABOVE SCHEDULED CEILING, TYP. REFER TO CLG. PLAN 45°45° SECURE BRACING TO WALL STUDS WITH 3 #8 SCREWS 3 5/8" x 20 GA. MTL. STUD BRACING @ 48"oc MAX. REFER TO CLG. PLAN REFER TO A6/A5.0 FOR TYP. BRACING CONNECTION DETAILS SECURE TOP TRACK TO BUILDING STRUCTURE W/ #6-20 TYPE S-12 SCREWS @ 24"oc MAX. CONNECT VERTICAL STUDS TO TRACK W/ (1)-#8 SCREW IN EACH FLANGE OF EACH STUD SCHEDULED NON LOAD BEARING INTERIOR SOFFIT FRAMING; REFER TO WALL DETAILS ON SHEET A4.0 GC MUST COORDINATE WITH BUILDING OWNER'S RULES AND REGS. FOR ANY / ALL ATTACHMENTS TO ROOF DECKING NOT U S E D 16 GA. "DEEP LEG" TRACK; SECURE TO STRUCTURE PER DETAIL A6 / A5.0 TOP OF STUD EXISTING BUILDING STRUCTURE 1 38" 12" M I N . F O R DE F L E C T I O N NO T U S E D 12" 8" MAX. OR 1 4 LENGTH OF DIST. TO FIRST MAIN 12" EMT; RUN TIGHT TO STRUCTURE ABOVE (48"oc MAX. FOR 12" DIA. 12 GA. VERTICAL HANGER WIRE; COMPRESSION STRUT REQUIRED @ EACH SEISMIC RESTRAINT 12"oc EACH WAY AND WITHIN 72" OF EACH WALL DRILL 532" HOLE FOR 18" BOLT AND LOCK-NUT AFTER CEILING SYSTEM IS LEVELED SECURE SUPPORT WIRES TO TOP TRACK OF STRUCTURE ABOVE, NOT TO ROOF DECK (4) 12 GA. SPLAY WIRED; SPLAYED 90° FROM EACH OTHER AND 45° FROM CEILING PLANE EXST. CONC. FLOOR SLAB 2"x2"x6" (14 GA.) FRAMING CLIP DIAG. BRACE PERPENDICULAR TO ROOF BEAMS DIAG. BRACE PARALLEL TO ROOF BEAMS 2"x2"x6" (14 GA.) FRAMING CLIP W/ (3) #12 SCREWS EA. LEG EXST. CONC. FLOOR SLAB 2"x2"x6" (14 GA.) FRAMING CLIP INTO EXST. JOIST OR NEW BLOCKING BETWEEN JOISTS DO NOT PENETRATE EXST. ROOF DECK NO T U S E D 2"x2"x6" (14 GA.) FRAMING CLIP EXST. PRECAST CONC. POSITION CONC. ANCHORS TO MISS EXST. PRECAST REINFORCING. USE EXTREME CAUTION WHEN DRILLING HOLES FOR ANCHORS EXST. WOOD STRUCTURE 2"x2"x6" (14 GA.) FRAMING CLIP; CENTER CLIP IN "DOWN" FLUTE OF DECK EXST. CONC. FLOOR SLAB EXST. CONC. FLOOR SLAB CONC. BEAM OR JOIST (AS APPLICABLE) 2"x2"x6" (14 GA.) FRAMING CLIP FOR PRE-STRESSED CONC. SLAB SYSTEM, GC MUST VERIFY ALLOWABLE DEPTH OF BOLT PENETRATION WITH BUILDING OWNER A B C D E F G H J K L M N P 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 181716151413121110987654321 C INFORMATION PROJECT #: SCALE: REVIEWED BY: DRAWN BY: ISSUE ISSUED FOR PROJECT SHEET INFORMATION INFORMATION REVISIONS CLIENT REVIEW PERMIT LANDLORD REVIEW CONTRACTOR SHALL BUILD ONLY FROM SETS STAMPED "CONSTRUCTION SET" HEREIN BID Th i s d r a w i n g , p r i n t e d o r o t h e r w i s e , i s t h e c o p y r i g h t e d p r o p e r t y o f N e l c o A r c h i t e c t u r e , I n c . T h e d r a w i n g m a y n o t b e u s e d , r e p r o d u c e d o r c o p i e d w i t h o u t t h e p e r m i s s i o n o f N e l c o A r c h i t e c t u r e , I n c . NELCO ARCHITECTURE, INC. NELSO www.nelsonworldwide.com Cincinnati, OH 45202 201 E. 4th. Street, Suite 1700 CHARLES SCHWAB ARCADIA 134 E. Huntington Dr. Arcadia, CA 91006 23.0003665 20 2 4 US E R : B M A D S O N P L O T T E D : 5 / 2 1 / 2 0 2 4 - 2 : 1 1 P M U : \ P r o j \ C h a r l e s S c h w a b & C o . , I n c \ C A \ 2 3 . 0 0 0 3 6 6 5 . 0 0 0 - C S - A r c a d i a , C A \ D R A W I N G S \ A - I \ 3 _ C D \ A 5 . 0 _ 2 3 . 0 0 0 3 6 6 5 . d w g L A Y O U T : A 5 . 0 04/29/24 B. Madson J. Patterson, S. Mulia As noted 1 PERMITTING COMMENTS 05/21/24 04/05/24 04/22/24 04/22/24 NOT U S E D NOT U S E D 1 1 06/30/202306/30/2025 US E R : B M A D S O N P L O T T E D : 5 / 2 1 / 2 0 2 4 - 2 : 1 1 P M U : \ P r o j \ C h a r l e s S c h w a b & C o . , I n c \ C A \ 2 3 . 0 0 0 3 6 6 5 . 0 0 0 - C S - A r c a d i a , C A \ D R A W I N G S \ A - I \ 3 _ C D \ A S 1 . 0 _ 2 3 . 0 0 0 3 6 6 5 . d w g L A Y O U T : S P 1 . 0 AS1.0 Architectural Specifications A B C D E F G H J K L M N P 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 181716151413121110987654321 C INFORMATION PROJECT #: SCALE: REVIEWED BY: DRAWN BY: ISSUE ISSUED FOR PROJECT SHEET INFORMATION INFORMATION REVISIONS CLIENT REVIEW PERMIT LANDLORD REVIEW CONTRACTOR SHALL BUILD ONLY FROM SETS STAMPED "CONSTRUCTION SET" HEREIN BID Th i s d r a w i n g , p r i n t e d o r o t h e r w i s e , i s t h e c o p y r i g h t e d p r o p e r t y o f N e l c o A r c h i t e c t u r e , I n c . T h e d r a w i n g m a y n o t b e u s e d , r e p r o d u c e d o r c o p i e d w i t h o u t t h e p e r m i s s i o n o f N e l c o A r c h i t e c t u r e , I n c . NELCO ARCHITECTURE, INC. NELSO www.nelsonworldwide.com Cincinnati, OH 45202 201 E. 4th. Street, Suite 1700 CHARLES SCHWAB ARCADIA 134 E. Huntington Dr. Arcadia, CA 91006 23.0003665 20 2 4 US E R : B M A D S O N P L O T T E D : 5 / 2 1 / 2 0 2 4 - 2 : 1 1 P M U : \ P r o j \ C h a r l e s S c h w a b & C o . , I n c \ C A \ 2 3 . 0 0 0 3 6 6 5 . 0 0 0 - C S - A r c a d i a , C A \ D R A W I N G S \ A - I \ 3 _ C D \ A S 1 . 0 _ 2 3 . 0 0 0 3 6 6 5 . d w g L A Y O U T : S P 1 . 0 04/29/24 B. Madson J. Patterson, S. Mulia As noted 1 PERMITTING COMMENTS 05/21/24 04/05/24 04/22/24 04/22/24 GENERAL CONDITIONS 1. General conditions for this project shall be Charles Schwab's proprietary general conditions, which are hereby made part of these contract documents. 2. Communication with the design team (client, architect, engineers): all contractors are to note that the "design team" does not employ the use of any specific project management tools (such as Procore, etc.) in communicating with the contractor or for the transferal of information at any time. a. All project related communications and/or transfer of information such as submittals, RFI's, weekly project photos, etc. must be done via direct email between the contractor and the intended recipient(s). Under no circumstances is anyone from the design team to be "assigned" to a task from a third party management tool. b. All information related to architecture is to be sent directly to the architect, with a copy to the CSCM and CSDM. c. All information related to engineering scopes of work is to be sent directly to the engineer, with a copy to the architect and CSCM. d. Contractor is to be advised that Charles Schwab cannot receive "zip" files or large files (10MB or over) via email, nor can they use any type of file sharing websites (such as Dropbox, etc.). e. All project related communications must include the name of the project in the subject line of all emails, and on all documents. SECTION 01 00 00 - GENERAL REQUIREMENTS 1. Use of specifications: These specifications are to be used to establish a level of quality for Charles Schwab & company retail branches. in the event of discrepancies between Charles Schwab design standards and the building standards materials, substitutions of equal or greater quality may be permitted with written acceptance in advance by Charles Schwab and architect. All questions, clarifications, and requests for information shall be submitted to the architect. 2. In case of conflict between or within the various contract documents, the more stringent requirements (as determined by the architect) shall govern, and the greater quantity and the higher quality (as determined by the architect) shall be furnished. 3. Other work not included in this contract will be executed during the contract time, including but not limited to furniture installation and telecommunication cabling. Make all provisions for not in contract (N.I.C.) items, cooperate with personnel and provide access to areas, services, etc. Coordinate construction activities under this contract with N.I.C. activities so as not to impede the N.I.C. work and schedule. 4. The general contractor is responsible for coordinating his work with that of any owner's own work force, owner's separate contractors and items/work supplied by owner for the contractor to install. Coordination shall include, but not be limited to the following: a. The general contractor shall coordinate the work of all subcontractors. b. Including and maintaining any owner's work/issues into the project schedule. c. Establishing critical dates for delivery, installation, etc. d. Provide/coordinate hoisting, loading dock and temporary services. e. Provide/coordinate all/any blocking, support, bracing, etc. as required for owner's work/issues. 5. Coordinate space requirements and installation of electrical, telecommunication, plumbing, mechanical, and security system work. Establish routing for piping, wiring, ductwork, and conduit parallel with the grid lines of the building. Utilize spaces efficiently to maximize accessibility for other installations, for maintenance, and for repairs. In finished areas, conceal piping, ductwork, wiring and conduits. 6. All work shall be done in conformance with all applicable federal, state, county, and city ordinances and building codes, and requirements established by state and local fire marshals. In case of conflict, the most stringent requirements shall apply. 7. The general contractor shall apply for and obtain, at his expense, all permits required by regulatory agencies. The general contractor's costs shall include the cost of proper insurance as required by state and local laws, national building regulations or codes to adequately protect persons and property. This shall be not less than types of coverage and limits of liability as directed by Charles Schwab. The architect shall be named as additional insured and coverage shall be primary policy. A copy of such insurance coverage shall be furnished to the owner and landlord prior to commencement of work. 8. The general contractor shall be responsible for design, coordination, and execution of construction means, methods, and procedures and provide protection as required for safety of tenants, pedestrians and job site personnel. 9. Construction operational procedures and methods are the responsibility of the general contractor insofar as they do not present hazards to personnel or property or infringe upon work schedules for normal site activities, other contractors, vendors and the building's standards for construction activities. 10. The general contractor shall prepare and submit, before starting work, a schedule indicating required construction time for each trade's work. 11. The general contractor shall be responsible for verifying access to job site, freight elevator use, schedule and size, and clearances into and out of the building, etc. 12. Schedule all work for regular business hours unless otherwise noted by city, building owner, or contract document requirements. Timing of all disruptive work shall be scheduled so that other tenants in the building are not disturbed. 13. Submit required samples, shop drawings, and/or product data as noted for each section to architect or engineer for review prior to fabrication. All submittals are to be sent via direct email to the reviewer with a copy to the CSCM, UON. Allow up to five business days for review and comment. Submittal review will be for conformance with design concept only. Submittals are required only as specified in these sections or as specified with additional notes on drawings. Any physical samples mailed for review will be responded to via email, and samples will not be returned. 14. Contractor's checking of submittals: thoroughly check submittals for completeness and for compliance with the contract documents, and mark them with the contractor's stamp certifying that they have so been reviewed, prior to submitting to the design team. Any submittal without such stamp shall be returned to the contractor without review. 15. Identification of submittals: mark, tag, or otherwise properly label each submittal item with the name of the contractor, name of the Charles Schwab branch project, the date, and a reference to the applicable specification section number for identification of each item. Accompany each submittal with a letter of transmittal containing similar information and add the purpose for which the submittal is being made. Each submittal item, or the cover sheet affixed thereon, shall have a clear space suitable to receive the stamps of the contractor and the reviewer. 16. Stamping of submittals: each individual submittal shall be returned to the contractor stamped or marked by the reviewer as follows: a. "NO EXCEPTIONS TAKEN": the contractor is advised that the reviewer takes no exceptions to the products as submitted and therefore can proceed, providing the work is in compliance with the contract documents. Further submission per individual project is not required. b. "MAKE CORRECTIONS NOTED": the contractor is advised that the reviewer has made corrections to the submittal, but that ordering, fabrication, and/or construction may proceed providing the work is in compliance with the reviewer's notations and the contract documents. Further submission per individual project is not required. c. "REVISE & RESUBMIT": the contractor is advised that some portion of the submittal does not comply with the design intent of the contract documents, and therefore must be revised as noted. Contractor shall make revisions and resubmit entire submittal for re-review prior to proceeding with any ordering, fabrication, and/or construction. d. "RETURNED WITHOUT ACTION": the contractor is advised that the submittal does not comply with the design intent of the contract documents. Submittals stamped in this way are REJECTED and are not to be used. Submittal is to be revised as required and resubmitted. 17. Where products are specified by manufacturer and model, it is to establish a quality standard. No product or material substitution is allowed, UON or approved in writing by the design team. Products shall be installed in accordance with manufacturer's standard specifications, UON. 18. Substitutions: The general contractor shall coordinate any product changes or substitutions with the design team prior to implemetation. If a specified product deviates from the contract documents, the contractor must notify the design team in writing of the deviation including the reason for the change. Explanation of substitutions are to accompany product submittals, but be submitted as a separate document. The design team reserves the right to refuse any requested submittals or replace any item that is found / proven to be unavailable as specified with an equal or greater replacement. 19. Maintain all building life safety, fire protection, and security systems at all times. Do not block exits. Report any hazardous materials encountered to the owner/landlord. Do not allow adhesive odor and other fumes from construction activities to enter HVAC system. 20. All work shall be plumb, square, level, in proper alignment, and securely fastened. 22. Transport, deliver, handle and store materials and equipment at the job site in such a manner as to prevent damage, including damage which might result from intrusions of foreign matter or moisture from any source. Comply with material and equipment manufacturers' instructions regarding temperature limitations and other environmental conditions which are required to maintain the original quality and condition of materials and equipment. 23. Confirm appropriate on-site delivery dates for all construction materials required by the contract documents. Notify architect in writing within 10 calendar days of the contract date of any possible construction delays affecting occupancy that may arise due to the availability of specified products. Requests for substitutions due to late delivery dates of specified products will not be acceptable after construction starts. 24. Remove and lawfully dispose off site all rubbish and debris resulting from contractor operations daily. Keep project area broom clean. 25. The general contractor shall employ a qualified full time representative satisfactory to the owner and tenant, to be present at the job site during construction activity on the project. The representative shall be in full charge of the work and all instructions given to the representative shall be binding. 26. The general contractor shall maintain a complete set of the contract documents for record markup purposes throughout the contract time. He shall markup these documents during the course of work to show both changes and actual installation in sufficient form to comprise a complete record for the owner's purposes. He shall give particular attention to work which will be concealed and to measure and record at a later date, and to work which may require servicing or replacement during the life of the project. He shall bind copies into manageable sets with durable paper covers labeled "AS-BUILT DOCUMENTS", and transmit them to the owner. 27. Patch and repair existing fire rated partitions with construction to match existing and meet requirements of fire rating. 28. The following items are required for substantial completion: a. Final cleaning of all surfaces, including existing surfaces (glass, blinds, etc.) by a professional service. b. Reproducible drawings with as-built conditions noted. c. A flash drive with operation and maintenance data and warranties. d. Specified quantities of maintenance materials. e. HVAC balance report. f. Schedule & perform a sequence of operation review & demonstration of all new general contractor provided equipment with client & landlord on site. SECTION 01 73 29 - CUTTING AND PATCHING 1. Repair existing surfaces and construction as necessary to make work complete, with all components matching and consistent. 2. Provide a smooth, even, and invisible transition to new construction. when finished surfaces are cut so that an invisible transition with new work is not possible, terminate existing surface along the nearest breakline, joint, or corner. 3. Patching of existing concrete deck: a. See landlord's construction criteria for all deck penetration work. b. Install all deck penetrations per the appropriate ul assemblies - see l.l.'s construction criteria. c. Use landlords subcontractor for patch & repair of roof penetrations at tenants expense. (uon.) SECTION 02 00 00 - EXISTING CONDITIONS 1. GC is to visit the job site to inspect the existing conditions and to verify the amount of work that will be necessary for the project to be completed as indicated by the contract documents. 2. GC to verify elevation and condition of existing floor substrate and report to the owner in writing if there are any of the following conditions: a. Variation of 1/2" or more over entire floor area of project b. Slopes of 1/8" per 10 feet or greater in any area of the project c. Rough or unstable substrate surfaces requiring extensive remedial work. 3. GC to verify condition of existing components when they are to be reused and verify that they will provide a suitable substrate for new materials and finishes to be installed. SECTION 02 41 13 - SELECTIVE SITE DEMOLITION (when applicable) Selective demolition is not applicable to all jobs being bid. Extent of selective demolition is indicated on drawings. 1. Provide temporary barricades and other forms of protection as required to protect owner's personnel and general public from injury due to selective demolition 2. Provide shoring, bracing, or support to prevent movement, settlement, or collapse of structure or element to be demolished and adjacent facilities or work to remain. 3.Protect from damage existing finish work that is to remain during entire duration of project. d. Hardware manufacturers shall key and register lock cylinders. 1) Master key to branch manager 2) Separate key for entry door. All remaining rooms to be keyed the same. 3) Provide new cylinder and/or lockset to match specified keyways and keying schedule at existing doors. 9. Finishes: a. Provide the following finishes except where otherwise noted. b. Hinges and pivots: bhma 626 (us26d), satin chromium plated. c. Door levers and related trim: bhma 626 (us26d), satin chromium plated. d. Closers: manufacturer's standard cover finish to match bhma 626 (us26d), satin chromium. e. Thresholds: BHMA 628 (US28), satin aluminum, clear anodized. f. Other items: provide manufacturer's standard finishes to match similar hardware types on same door, and maintain acceptable finish considering anticipated use. 10. Mounting positions: heights given are center line heights from finished floor. Comply with recommendations of builders hardware manufacturers association, subject to approval, for heights of items not indicated, height is to center unless otherwise indicated. a. Locks and latches: 38" to center of lever. b. Door pulls: 42" to center of grip. c. Push plate: 42" coordinate with pull location. d. Push-pull bar: 42" to center of bar. e. Top hinge location as per manufacturer's standard, but not greater than 10" from head of frame to center line of hinge. f. Bottom hinge location as per manufacturer's standard, but not greater than 12-1/2" from floor to center line of hinge. g. Intermediate hinges equally spaced between top and bottom hinges and from each other. h. Hinge mortise on door leaf 1/4" to 5/16" from stop side of door. i. Dead bolt not more than 44" from floor to operating lever. 11. Hardware schedule: the hardware schedule establishes a type and standard of quality, see drawings. Examine drawings and specifications and furnish proper hardware for door opening, whether listed or not, bring omissions to attention of architect prior to bid opening for instructions otherwise, list will be considered complete; no extras will be allowed. 12. Door closers: automatic door closers where specified are to be mounted to the second side of the door, typ. SECTION 08 80 00 - GLAZING 1. Work Included: Provide clear glass as shown in the contract documents, including safety glazing where required. 2. Standards: Except as modified by local governing codes, the glazing contractor shall comply with the applicable regulations within the current NGA GANA Glazing Manual as they apply to the individual installations as shown in the contract documents. The glazing contractor shall also comply with all manufacturer's installation instructions and recommendations for each condition of use on this project. 3. Materials: 1/4 in. thick float glass when fully framed. 3/8 in. or 1/2 in. thick if any one edge is exposed or butt-jointed, as required by current NGA GANA design standards. 4. Safety Glazing: All glazing within a 24" arc of a door's vertical edge and less than 60" aff shall be protected with safety glazing. Safetly glazing shall comply with ASTM C1048, Kind FT, and meet the requirements of ANSI Z97.1. 5. Installation: Exposed edges to be square edged polished. All visible gaps at butt-jointed glazing shall be held to 1/4" max. All gaps between butt-glazed panels are to be completely sealed. Applied distraction banding is to be cut to fit between butt-glazed panels. 6. Butt-Glazing Installation Materials: a. Provide C.R. Laurence "EZCC" clear copolymer strip. Size is dependant on glass thickness. b. Approved Alternate - provide one part "WATER CLEAR" silicone sealant. ASTM C920 class and use as best suited for purpose. C.R. Laurence "WCS1", or submitted and approved equal. c. Provide setting and edge blocks, face shims, and spacers as required by installation conditions. 7. Comply with manufacturers' written instructions for protecting, handling, and installing all glass products and assemblies. SECTION 09 20 00 - PLASTER AND GYPSUM BOARD 1. Summary: Interior Gypsum Board. 2. Materials: a. Gypsum board: 1) 5/8 inch thick unless noted otherwise; provide type x in fire rated partitions. 2) 5/8 inch thick Gold Bond brand "SoundBreak XP", or submitted and approved equal, where specified. 3) Standard board: ASTM C36. 4) Water resistant board: ASTM C630. b. Accessories: 1) Trims: concealed flange crimp-on or tape-on type; metal or PVC at contractor's option in accordance with GA 216. 2) Joint compound, tape, and finishing compound: ASTM C475 and GA 216; use setting type joint compound at water resistant board. 3. Installation: a. Installation standard: perform all work in accordance with GA 216, "recommended specifications for the application and finishing of gypsum wallboard." b. Install water resistant board as a substrate for surfaces scheduled to receive bonded finishes in restrooms. c. Screw-fasten board to framing, unless approved otherwise. d. Installation of gypsum board at curved surfaces. 1) Install single layer of 5/8" board or multiple layers of thinner board at installer's option. 2) For thicker board and tighter radii, dampen board, block to the required uniform radius, and allow to set for approx. one hour prior to install. 3) For radii tighter than 46" dampen board with 10 to 15 oz of water per side and allow to soak for 15 minutes prior to installation. Comply with manufacturer's instructions for attachment to framing. 4) Install board with long direction perpendicular to axis of curve radius. 5) Install second layer in accordance with specifications for "multiple layer applications." 6) Select methods to produce a uniform radius with smooth transitions at joints. Install board tight to framing. 4. Finishing: a. Provide finishing in accordance with GA214. b. Where necessary to sand, do so without damaging the face of the gypsum board. c. GWB surfaces shall form a smooth surface free of ridges, joint marks, fastener depressions, and joint filler lines. Tapered board joints shall be taped, filled, and feathered to 12 inches either side of the joint. Non-tapered board joints shall be taped, filled, and feathered to 18 inches either side of the joint. d. A level 4 finish is standard at GWB wall areas. Level 5 finish on walls with vinyl wallcovering and/or as noted. e. All existing GWB surfaces to remain are to be refinished as needed to match new GWB finishing standards. 5. Access panels: a. All access panels required are to be metal and of a flush mounted, drywall flange style. Acudor DW-5040 or equal. b. Panels are to be painted to match surrounding walls. c. Specification sheets for all required access panels are to be submitted to architect for approval. 6. In-wall blocking: a. Provide 6" wide 18 gauge metal strip, "Danback" #D16F flexible wood backing, or custom cut FRT plywood backing/blocking concealed in walls for wall mounted accessories and items. Span backing plate over 3 studs min., UON. (See also 06400/12). 7. Reveal Trim: a. Recessed accent paint separation: Pittcon Softforms LLC #SWR-050-063 or equal. b. Surface mounted fabric wallcovering separation: Fry Reglet #DRMPET-375 or equal, UON. c. Recessed fabric wallcovering "tuck" separation: Pittcon Softforms LLC #SWR-013-063 (straight walls) and/or #SO-R060-90 (outside corners) or equal. SECTION 09 51 00 - ACOUSTICAL CEILINGS 1. Work Included: Provide acoustical ceiling systems, with suspended metal grid systems, trim, and accessories as required for complete installation. 2. Acceptable Manufacturers: a. Suspension System: Armstrong or Chicago Metallic / Rockfon b. Acoustical Units: Armstrong or Rockfon 3. Submittals: Provide manufacturer spec sheets for acoustic tile, suspension grid, ceiling trims, shadow molding, etc. to be used on project. 4. Materials: a. Suspension System: All suspended ceiling systems to comply with ASTM C635 as applicable for type of suspension system required and type of ceiling unit indicated. b. Grid System: Ceiling grid to be Armstrong Silhouette or Chicago Metallic Ultraline, 9/16", bolt slot. Direct hung aluminum or steel as shown on drawings. Suspended ceiling to be level within a tolerance of 1/8" in 12'-0". c. Structural Class: Intermediate duty system. d. Edge Molding: Armstrong #7874 or Chicago Metallic #1469.01, W-shaped "shadow molding". In seismic zones: Armstrong #7877 or Chicago Metallic #1460.01, W-shaped "shadow molding". e. Grid Finish: Manufacturer's standard low brightness white baked enamel. f. Ceiling Tiles: 2'x2' Armstrong Dune (NRC: 0.50), Armstrong Ultima (NRC: 0.75), or Rockfon Artic (NRC: 0.75). 5. Installation: All suspended ceiling components are to be fully supported by building structure above. GC is to provide and install all necessary suspension components, sub-structures, connectors, etc. per manufacturer instructions. 6. Seismic Restraint System: As required by applicable code. 7. Installed Items: All items installed into ceiling grids, such as HVAC, lighting, etc. are to be fully and separately supported by building structure above. Acoustical ceiling grids are not to be used as primary support for anything other than ACT tiles as designed. a. GC is to provide and install all necessary suspension components, sub-structures, connectors, etc. as needed. SECTION 09 65 00 - RESILIENT FLOORING AND WALL BASE 1. Work Included: Provide resilient flooring and wall base. 2. Acceptable Manufacturers: a. LVT: Interface Services, Artistry plank, Standard Collection. b. Ceramic Tile: Daltile. For use in restrooms. Refer to finish schedule for product information. c. Rubber Base: Tarkett (Johnsonite) 3 1/4" high Tightlock. 3. Submittals: Provide complete spec sheets, or color photos, of each resilient flooring and wall base material as specified. 4. Substitutions: None. 5. Materials: a. LVT: Luxury Vinyl Tile tile conforming to ASTM F1066, Composition 1, color and tile layout as indicated on drawings. b. Ceramic Tile: Ceramic tile that complies with ANSI A137.1 for types, compositions, and other characteristics indicated. Refer to manufacturer's information for full specifications, requirements, and installation instructions. c. Resilient Base: Rubber base conforming to ASTM F1861 and ASTM E84 for resilient wall base. Provide main base color in continuous rolls, 48" sticks may be used for accent colors at contractor's option. Wall bases must be mitered together at all corners. Specified wall bases include a continuous bottom tab designed to allow the base to be installed prior to the flooring. If base is installed after flooring is laid the GC must cut off the tab in the field prior to installation. d. Resilient Base Adhesive: Tarkett 960 Wall Base Adhesive (or equal). e. Transition Strips: Transition strips are NOT to be used between LVT and carpet. Transitions to ceramic tile floors at restrooms are to receive a solid surface threshold at the door. 6. Rubber Wall Base Procurement: a. For Tarkett contract pricing reference NPN #844137 when ordering wall base materials. Copy Tarkett account executive Trisha Roe Keel (trisha.roekeel@tarkett.com) on all correspondence. 7. Sub-Floor Preparation: Conform with manufacturer's recommendations for preparation and with ASTM F710. Remove subfloor ridges and bumps. Fill low spots, cracks, joints, holes and defects with subfloor filler. All resilient flooring must be removed from the cartons and allowed to adjust to the job site temperature for 48 hours prior to installation. a. Refer to LVT manufacturer's guidelines for the allowable moisture level and/or RH of the concrete slab, and approved testing procedure, prior to LVT installation. Use only manufacturer specified adhesives as applicable. 8. Installation: a. Follow all manufacturer's recommendations. Open floor tile cartons enough to cover each area, and mix tiles to ensure shade variations do not occur within any one area. Lay flooring with joints parallel to building lines to produce symmetrical pattern. Install no less than half of full width tile at room perimeter, UON. Terminate resilient flooring at centerline of door openings where adjacent floor finish is dissimilar. b. Use full length pieces only, butt tight to vertical surfaces. Where splicing cannot be avoided, butt ends tight and flush. Scribe flooring to walls, columns, floor outlets and other appurtenances to produce a tight fit. c. Install all resilient tile the same direction, UON. d. Install LVT using XL Brands "XL 2000 Plus" releasable adhesive as recommended by manufacturer, UON. e. Prior to flooring installation the contractor is to receive, from CSCM or CSDM, a fully colorized Charles Schwab Design Manual as produced by the flooring manufacturer. This design manual is to be used as a resource to illustrate the desired installation patterns and flooring material mixes for each room or space within a standard CS project. Any questions on flooring installations are to be raised to the design team as an RFI prior to commencing work. f. Install wall base after flooring. Fit base tight and vertical. Scribe and fit to door frames and other obstructions. g. Install wall base products using manufacturer's recommended adhesive. h. All ceramic tiled areas are to be installed using 1/8" grout lines. SECTION 09 68 00 - CARPETING 1. Work Included: Provide 25CM x 1M carpet tiles, UON, complete with required accessories and surface preparation. No transition strips to be applied between carpet and LVT. Provide transition strips where carpeting terminates at other floor finishes only as required. Install resilient base as coordinated with Section 09 65 00 after flooring. 2. Quality Assurance: Must pass 450 or less for ASTM E662 (Smoke density). Must be Class I ASTM E-648 Glue-down (flooring radiant panel test). 3. Submittals: Provide complete spec sheets, or color photos, of each carpeting material as specified. 4. Acceptable Manufacturers: Interface, UON. Contact "charlesschwab@interface.com" for Charles Schwab contract pricing. 5. Patch, level, and prepare slab for scheduled floor covering. Concrete needs at least 90 days to fully cure, and shall have a RH of 75% or less. Lightweight concrete and concrete poured above grade in metal pans take a considerably longer time to cure. Job site temperature must stay within 60°F and 85°F (for a minimum of 48 days) prior to, during, and after installation. 6. Installation: a. All carpet tiles must be removed from the cartons and allowed to adjust to the job site temperature for 48 hours prior to installation. "Tac-Tile" installation method is to be used on all areas other than stairs. On stairs, use only vinyl compatible permanent adhesive. For stair nosing, use manufacturer's recommended installation method. Cut carpet tiles where required in manner to allow for proper seam and pattern match. Ensure cuts are straight true and unfrayed. See floor finish plan and manufacturer information for further installation information. b. Prior to flooring installation the contractor is to receive, from CSCM or CSDM, a fully colorized Charles Schwab Design Manual as produced by the flooring manufacturer. This design manual is to be used as a resource to illustrate the desired installation patterns and flooring material mixes for each room or space within a standard CS project. Any questions on flooring installations are to be raised to the design team as an RFI prior to commencing work. 7. Slab Preparation: If the moisture level and/or RH of the concrete slab is higher than carpet manufacturer's guidelines, GC shall include the application of "XL Brands 9511" moisture vapor reduction system prior to carpet installation. 8. Where required, metal transition strip to be anodized aluminum finish by Schluter Systems Inc. Style: Deco, UON. SECTION 09 72 00 - WALL COVERINGS 1. This Section Includes The Following: a. Vinyl wall covering. b. Woven fiber wall covering. c. Textile wall covering. d. Fiber Reinforced Plastic (FRP). 2. Submittals: Provide complete spec sheets, or color photos, of each wall covering material as specified. 3. Quality Assurance: a. Fire-Test-Response Characteristics: Provide wall coverings and adhesives with the following fire-test-response characteristics as determined by testing identical products applied with identical adhesives to substrates per test method indicated below by UL or another testing and inspecting agency acceptable to authorities having jurisdiction. b. Surface-Burning Characteristics: As follows, per ASTM E 84: 1) Flame-Spread Index: 25 or less. 2) Smoke-Developed Index: 450 or less. 3) Fire-Growth Contribution: Textile wall coverings complying with acceptance criteria of UBC Standard 8-2. 4) Fire-Growth Contribution: Textile wall coverings tested according to NFPA 265 and complying with Method A test protocol in IBC 2000, Section 803.5.1. 4. Manufacturers (no substitutions are allowed): a. Dry Erase Board & Tack Board: Koroseal Interior Products Group b. Wood Wall Paneling: Arborite c. Fabric Wrapped Wall Panels: Maharam or Design Tex d. FRP: Glasteel (white) or submitted and approved equal 5. Installation: a. Install per manufacturer's specifications. b. Prepare substrates to achieve a smooth, dry, clean, structurally sound surface free of flaking, unsound coatings, cracks, and defects. c. Fully bond wall covering to substrate, UON. Remove air bubbles, wrinkles, blisters, and other defects. d. Fabric wallcovering is not to be glued to substrate. e. Trim edges and seams for color uniformity, pattern match, and tight closure. Butt seams without any overlay or spacing between strips. SECTION 09 80 00 - ACOUSTICAL INSULATIONS 1. Work Included: Provide insulation for sound transmission control measures in all interior partition walls, and above interior dropped ceilings where noted on reflected ceiling plan. 2. Acceptable Manufacturers: Rockwool, Johns Mansville, Owens Corning, or approved equal. 3. Wall Materials: Full thickness (based on individual wall stud thickness) "SAB", "SAFB", or "AFB". Full height UL and STC rated walls W/O are to be built per UL design to provide the minimum STC rating as shown in the applicable UL detail. 4. Ceiling Materials: 6 1/4" "SAB", "SAFB", or "AFB" to be used above ceilings where required based on notations on reflected ceiling plan. Basis of design is Owens Corning "Sonobatts" or approved equal. 5. Submittals: Submit copy of product spec sheet for each insulation type to be used. 6. Substitutions: Mineral fiber is the basis of design and should be used whenever possible. Use of glass fiber insulation will only be allowed if the product is specifically designed and labeled as "sound attenuation insulation", including an applicable STC rating, and only after being reviewed by the architect. 7. Delivery, Storage, Handling, and Installation: Per manufacturer's recommendations. 8. Construction: Outlets are not to be placed back to back in STC rated wall assemblies. SECTION 09 91 00 - PAINTING 1. Work Included: Provide painting and finishing of all exposed items and surfaces. Specified surface preparations, priming and coats of paint are in addition to shop-priming and surface treatment specified under other sections of work. 2. Acceptable Manufacturer: Benjamin Moore Paint Co. 3. Materials: "Paint" as defined herein means coating systems including primers, emulsions, enamels, stains, sealers, fillers, whether used as prime, intermediate, or finish coats. Provide premium grade primers as recommended by paint manufacturers for compatibility with substrates indicated and finish coats specified. 4. Submittals: Submit spec sheets showing the use of the approved manufacturer's products and colors exactly as specified. a. If "color matching" using a different manufacturer's products, only then physical draw-downs for each color must be mailed to the architect for review. Request mailing address prior to sending. Samples will not be returned. 5. Preparation: Per manufacturer's recommendation as appropriate for substrate. 6. Application: Apply paint in accordance with manufacturer's directions. Use applicators and techniques best suited for substrate and type of material being applied. Use appropriate nap depth to provide full coverage, but not leave a noticeable texture. Apply additional coats when stains or blemishes show through final coat until paint is a uniform finish in color and appearance. 7. Sheen: Basis of design is Benjamin Moore Paint Co.; "Flat" with 0-3% sheen @ 85°, "Eggshell" with 15-20% sheen @ 85°, and "Semi-Gloss" with 35-60% sheen @ 60°. 8. Opaque Finishes: Provide uniform finish color and coverage. Cloudiness, spotting, brush marks, run, sags, ropiness or other surfaces imperfections are not acceptable. 9. Transparent Finishes: Produce glass smooth film of even luster provide with no cloudiness, color irregularity, runs, brush marks, orange peel or other surface imperfections. 10. Prepare and paint all exposed columns, panel boxes, conduits, surface raceways, louvers, drapery pockets, grilles, etc. not prefinished to match adjacent partition or ceiling color. 11. Prime and paint all exposed and semi-exposed gypsum board with a minimum of 2 color coats of acrylic latex, eggshell sheen, use 3 color coats for dark colors. Doors, door frames, and exposed metal items to be painted shall be finished with 2 coats bonding agent, and 2 color coats acrylic latex, semi-gloss sheen. 12. Mask U.L. Label on doors, frames and finishes. Do not apply finishes to door or frame labels. SECTION 10 44 00 - FIRE PROTECTION SPECIALTIES 1. Work Included: Provide Fire Extinguisher Cabinet with Fire Extinguisher as noted on the contract documents. 2. Acceptable Manufacturers: Larsen's Architectural Series, Model: 0-2409-5R. a. Trim: Semi-recessed square trim to fit within a 4 7/8" stud wall. b. Door Style: Solid panel (clear aluminum or stainless steel) with a standard style door pull and black type "A" die cut lettering (must meet local code requirements). 3. Fire Extinguisher: Multipurpose Dry Chemical Type 2A10BC, 5 LBS nominal capacity in enameled steel container, to meet local code requirements. If local jurisdiction deems any change, notify architect. 4. Submittals: Provide manufacturer's cut sheets of cabinet and extinguisher as specified. SECTION 08 12 13 - HOLLOW METAL FRAMES 1. Manufacturer: Timely Frames "classic frame" C-Series, Western White #SC107 factory finish. 2. Fabricate welded hollow metal frames from 18 GA steel. Provide throat opening for frame according to scheduled partition thickness. 3. Provide anchor clips to each jamb with anchors per manufacturer's specifications or as follows: a. Hinge side: 2" c; one anchor above & below top hinge; one anchor above each remaining hinge. b. Strike side: match hinge side. c. Clip widthnape: match stud width. 4. Fire rated frames: comply with label requirements of NFPA and UL. Provide labels permanently fastened on each frame. 5. Coordinate placement of hardware & mortised frames to receive hinges, strikes and other hardware. Reinforce & prep frames to receive hardware. SECTION 08 12 16 - ALUMINUM FRAMES 1. Section includes a. Prefinished aluminum door frames for interiors. b. Prefinished aluminum door frames with sidelight frame components for interiors. c. Prefinished medium stile aluminum doors with inset lite for interiors (per project, as specified). 2. Submittals: submit fully detailed shop drawings as produced by manufacturer to architect for review and approval. Shop drawings must include the options offered by the manufacturer, full dimensions of each frame set to be provided, as well as full construction detailing. 3. Quality assurance a. Single source responsibility: provide aluminum door frames, aluminum glazing systems, andaccessories by a single manufacturer for each type of aluminum frame. If aluminum doors are specified, provide doors from same manufacturer as frames. b. Fire rated assemblies: 1) In locations where fire rated openings are scheduled or required by regulatory agencies, provide fire rated aluminum frames that have been tested and certified for a specified exposure by an agency acceptable to governing authorities. 2) Provide labels permanently on each frame that are within size limits established by NFPA and the testing authority. 3) Provide labels for openings as scheduled on the drawings. 4. Delivery, storage, and handling a. Deliver door and window frames in cartons to provide protection during transit and storage at project site. b. Inspect door and window frames upon delivery for damage. Repair minor damage to painted finish by using air drying touch up paint of matching color supplied with each job. Replace door and window frames that can not be satisfactorily repaired. c. Store aluminum frames at project site under cover and near final installation location. Do not use covering that will cause discoloration of aluminum finish. 5. Environmental requirements a. Do not begin installation of frames or doors until area of work has been completely enclosed and protected from the elements. b. Maintain temperature and humidity in areas of installation within reasonable limits, as close as possible to final occupancy standards. If necessary, provide artificial heating, cooling, and ventilation to maintain required environmental conditions. 6. Manufacturer standards a. To establish standards of manufacturer, appearance, performance, function and design, these specifications are based upon the following product: Frameworks "Type II" 1-1/2" frame profile w/ 1" snap-on "reveal" style trim. b. If aluminum doors are specified in project, medium stile doors shall be ordered from same manufacturer as frames in same finish as frames to ensure a color match. GC shall be responsible for furnishing doors which match the frames, uon. c. Substitutions: GC is permitted to substitute another manufacturer so long as that manufacturer meets all specifications herein. 7. Materials a. Aluminum: controlled 6063 T5 alloy billet, to assure critical tolerances and color uniformity. 8. Extruded aluminum door and window frames a. Manufacturers 1) Frameworks Manufacturing "Type II" (frames and doors both available from this manufacturer) 2) Wilson Partitions "Snap On Trim" Series (frames and doors both available from this manufacturer) 3) Western Integrated "300" Series frames (frames and doors both available from this manufacturer) 4) Omega Interiors Aluminum Frames "Type II" frames 5) CR Laurence "Clear Anodized Officefront" b. Substitution 1) Only if project calls for painted door frames throughout: Timely Frames "Classic" C-Series steel frames factory finished in Western White #SC107. c. General Notes 1) Face profile: 1-1/2 inches w/ 1" snap-on trim. 2) Throat size: as indicated by wall thickness on the drawings. 3) Gaskets/mutes: color of glazing gaskets, caulking and brush type door mutes shall match the color of the frames. 4) Submittals: contractor must submit full manufacturer cut sheets and details for review prior to ordering frames. 9. Fabrication a. Pre-machined door jambs, prepared for hardware with pre-drilled and tapped factory installed reinforcement plates. b. Provide corner reinforcements and align clips as needed for exact butt connections. c. Factory fabrication of sidelight and borrowed lights: GC is to provide manufacturer with final field verified RO dimension for custom cut frame lengths to fit openings without field cutting. d. Sidelights and borrowed lights: manufacturer to provide frame components in stock lengths for field cutting to fit opening. e. Fabricate all components to allow secure installation without exposed fasteners. 10. Finishes a. Polyurethane painted finish: comply with AAMA 603 applied on vertical or horizontal line and oven baked to insure hardness (color as indicated in schedules in the drawings). b. Anodized aluminum finish: provide "clear" anodized aluminum finished frames per manufacturer's specifications. 1) If project calls for aluminum doors, they are to be provided by same manufacturer as frames to ensure finish match. 11. Examination a. Examine project conditions and verify that the work of this section may properly commence. Do not proceed with installation until unsatisfactory conditions have been corrected. b. Verify wall thickness does not exceed standard tolerances allowed by specified throat size. 12. Installation a. Comply with frame manufacturer's printed installation instructions and approved shop drawings. Do not attempt installation in areas where wall thickness exceeds throat size specified. b. Install frame plumb and square, securely anchored to substrate with fasteners recommended by frame manufacturer. c. Set all framing in correct location as shown on the drawings, level, square, plumb and in alignment with other work in accordance with the manufacturer's installation instructions and approved shop drawings. d. Set all doors in correct location as shown on the drawings, level, square, plumb and in alignment with other work in accordance with the manufacturer's installation instructions and approved shop drawings. 13. Adjusting and cleaning a. Protect exposed portions of aluminum surfaces from damage by grinding and polishing compounds, plaster, lime, acid, cement, and other contaminates. b. Touch up marred areas so that touch-up is not visible from a distance of 4 feet. Remove and replace frames that cannot be satisfactorily adjusted. 14. Protection a. Provide protection required to assure that frames will be without damage or deterioration upon completion of the project. SECTION 08 14 00 - WOOD DOORS 1. Work included: provide standard and / or fire rated type wood doors as scheduled. 2. Standards: Architectural Woodwork Standards (AWS) quality standards, sections 5 & 9. Window and Door Manufactures Association (WDMA), Industry Standard (I.S.) 1-A. Underwriters Laboratories Inc., "building materials directory." 3. Submittals: (stained wood doors only) provide manufacturer cut sheets via email. See below regarding substitutions. 4. Pre-approved stained door manufacturers and specs: Masonite "Aspiro" series, PS walnut, nutmeg finish; VT Industries, PS cherry, ravine (RA-18) finish; or Oregon Door, PS cherry, "Charles Schwab #1" custom finish. a. Alternate custom stained door finish is to match "OFS Custom Wood Stain, Control # CFW-8973" as provided by CSDM. b. Substitutions of same finish, function, and performance are acceptable only upon submission, review, and approval by the architect. A fully finished wood sample of any proposed substitute must be mailed to the architect for review. 5. Painted Flush Door Manufacturer: Birch veneer with PC core by Masonite Architectural, VT Industries, etc. 6. Materials: a. Flush doors: comply with AWS/WDMA custom grade wood doors, Type A requirements for 1-3/4" thick PC core. Five ply construction, Type II bond, interior doors with birch veneer. b. Rail and stile doors: comply with AWS/WDMA premium grade, Type A requirements for 1 3/4" thick wood framed interior doors. SCL core with plain sliced slip matched solid wood veneer, and matching edge banding on both sides. c. Finishes: all painted doors to be painted in semi-gloss to match color of adjacent wall finish, uon. All stained doors are to be factory finished all sides to match basis of design, uon. 7. Door undercuts are not required unless specified otherwise in the mechanical drawings. GC shall ensure that gaps at bottom of all doors are kept to 3/16" max. without impacting finished flooring, uon. Refer to sheet A2.0 for exceptions at doors with bottom seals. 8. Finish vertical edges of doors to match faces, seal top and bottom edges. 9. Paint astragals at fire rated doors to match door color. SECTION 08 71 00 - DOOR HARDWARE 1. Work included: provide hardware for all glass & wood doors. 2. Standards: ANSI A115 and A115 W Series door and frame preparation standards. ANSI A156.1 through A156.20 hardware standards. 3. Quality assurance: fire rated doors shall comply with requirements of NFPA 80 and applicable codes for fire rated door hardware. Provide hardware bearing Underwriters Laboratory (UL) labels. Door indicated in fire rated partitions and walls shall be positive latching and self closing, with smoke gaskets. Access for persons with disabilities shall comply with all local accessibility guidelines. 4. Supplier: recognized builders hardware supplier with minimum five years successful experience in scheduling and furnishing hardware. 5. Submittals: manufacturer cut sheets indicating style, finish, function, and locations for each type of hardware. 6. Existing doors: where indicated on door schedule, provide new or additional hardware to existing doors. Contractor is responsible for coordinating requirements of new hardware with existing. Remove as required and salvage base building hardware where applicable. Contractor to notify architect of hardware conflicts. 7. Locksets and latchsets: provide of metal matching specified finish; interior parts steel and zinc-dichromate plating, to resist rusting and corrosion; do not supply plastic, die-cast or aluminum mechanisms. a. Type: extra heavy duty commercial cylindrical lockset/latchset. b. Design: Schlage Neptune lever with integral 2 1/8" wrought rose. c. Accurate 8525 latch set. Backset: 2". d. Strikes: furnish standard strikes with extended lips where required to protect trim from being marred by latch bolt; verify type of cutouts provided in metal frames. 8. Keys and keying: coordinate with base building system. Entrance doors and mechanical spaces to be keyed to the building master. a. Cylinders: Schlage, or match building standard. b. Hardware manufacturers shall provide a quantity of master keying of new space equivalent to the existing grand master, master key alike or different keying as directed. c. Submit all keys to Schwab's representative. 4. Protect floors with suitable coverings when appropriate. 5. Promptly repair damages cause to adjacent facilities by demolition work at no cost to the owner. 6. Maintain existing utilities indicated to remain. Keep in service and protect against damage during duration of demolition. 7. Do not interrupt existing utilities serving occupied or used facilities except when authorized in writing by authorities having jurisdiction. Provide temporary services during interruptions to existing utilities as acceptable to authorities having jurisdiction. 8. If the presence of unanticipated hazardous materials is ascertained or suspected during demolition, immediately cease work in the area of the material encountered and contact the project manager. A determination by the owner and his consultant(s) will be made as to the preferred method of testing and isolating, removing, and disposing of the hazardous material. 9. Erect and maintain dust proof partitions and closures as required to prevent spread of dust or fumes to adjacent portions of the building. 10. Locate, identify, stub off and disconnect utility services that are not indicated to remain. 11. Perform selective demolition work in a systematic manner. Use such methods as required to complete work indicated on drawings in accordance with demolition schedule and governing regulations. 12. For interior slabs on grade, use removal methods that will not crack or structurally disturb adjacent slabs or partitions. 13. Completely fill below-grade areas and voids resulting from demolition work. Provide fill consisting of approved earth, gravel, or sand, free of trash and debris, stones over 6" diameter, roots, or other organic matter. 14. If unanticipated mechanical, electrical, or structural, elements which conflict with intended function or design are encountered, investigate and measure both the nature and extent of the conflict. Submit report to project manager in written, accurate detail. Pending receipt of directive from project manager, rearrange schedule as necessary to continue overall job progress without delay. 15. Remove debris, rubbish, and other materials resulting from demolition operations from building site. Transport and legally dispose of materials off site. 16. Upon completion of the demolition work, remove tools, equipment, and demolished materials from the site. Remove protections and leave interior areas broom clean. 17. Repair demolition performed in excess of that required. Return structures and surfaces to remain to condition existing prior to commencement of demolition work. Repair adjacent construction or surfaces soiled or damaged by demolition work. 18. See demolition drawings prepared by MEP engineers and/or consultant(s) for additional information and requirements for demolition of electrical, heating, ventilating, air conditioning, plumbing, voice data, etc., items as well as coordination of demolition items. SECTION 03 00 00 - CONCRETE 1. Where there is an existing concrete floor slab, prepare the slab to receive finish as indicated on drawing. If no new applied finish is called for over an existing concrete floor, contractor is to ensure that all exposed concrete is free of major damage and is left in a safe, clean, usable, and visually acceptable condition. Contractor is to take required steps to remedy any issues as agreed upon with CSCM. 2. Contractor shall inspect job site conditions and report any variations in the level or surface of the existing slab that would affect the aesthetics or wearability of the floor finish indicated. 3. All concrete slab areas, existing or new, are to have a RH of 75% or less prior to the installation of finish materials. If slab tests higher than 75% GC shall coordinate proper action with the CSCM. GC shall refer to Section 09680 for more information. 4. Where there is an existing floor slab requiring modification GC shall inspect the existing slab conditions to determine the amount of concrete floor slab to be removed and replaced for installation of plumbing, electrical, and mechanical work. All penetrations of the slab shall be coordinated with the building owner / engineer. All floor penetrations must be patched back to match existing construction and include an appropriate vapor barrier. 5. Where there is an existing floor slab requiring leveling GC shall include the performance of concrete leveling in accordance with proven materials and methods assuring the quality of the finished work. In extreme cases the GC shall coordinate the work with the CSCM. SECTION 05 40 00 - COLD FORMED METAL FRAMING 1. Summary: light gage cold formed metal framing as indicated on the drawings. 2. Quality assurance: a. The work of this section is subject to testing and inspection as governed by local code. b. For welded connections, use only AWS certified welders. c. Regulatory requirements: framing system shall meet the requirements of the jurisdictional code authorities. 3. Submittals: not required. Contractor is to follow all specifications, local codes, and inspector requirements for framing materials. 4. Components: a. Cold formed light-gage steel framing: as indicated on the structural drawings; G40 zinc coated finish in accordance with ASTM A653 in non-load bearing (nonstructural) walls. b. Screws: ASTM C954; self-drilling, self-tapping; pan head; galvanized or fluoropolymer coated steel. c. Zinc rich touch-up paint: "galv-weld", "galvican", "zrc cold galvanized compound", or approved. 5. Installation: a. Install light gage structural framing in accordance with ASTM C1007, unless indicated or specified otherwise. b. Welds shall be in accordance with AWS D1.3. c. Metal framing members shall be saw or shear cut. no torch cutting is permitted. d. Construct corners with a minimum of 3 studs per corner. e. Frame both sides of expansion and seismic joints. Do not bridge joints with system components or accessories. f. Provide framing as required to form solid backing for all edges of gypsum sheathing, and trim accessories. g. Tolerances: 1) Plumbness: plumb within 1/8 inch in 10 feet. 2) Location: located within 1/4 inch of the required location. 3) Alignment: stud and runner faces to receive finish 4) Materials shall not vary greater than 1/8 inch from the required plane, with no abrupt jogs or breaks in plane. 5) Level: level within 1/8 inch in 10 feet. h. Erect members in one-piece full length. Splicing and wire tying of framing components shall not be used. i. Touch-up field welds and scratched or damaged galvanizing with zinc rich paint. j. Install framing between studs for attachment of electrical boxes and other mechanical and electrical items. 6. Interior Door / Window Framed Openings: a. At contractor's option the use of the following is acceptable at interior wall openings which are to receive door / window frames. 1) Clark Dietrich "HDS Framing System", or equal. (www.clarkdietrich.com) 2) Scafco "Priceless Headers" and "KJS" systems, or equal. (www.scafco.com) SECTION 06 40 00 - ARCHITECTURAL WOODWORK 1. Work included: provide mill fabricated architectural woodwork and cabinetwork, including cabinet hardware and accessories. 2. Standards: perform work in accordance with standards of architectural woodwork institute (AWI). Quality standards, "premium grade" at all front of house millwork, "custom grade" at all back of house and restroom millwork. 3. Submittals: submit fully developed shop drawings produced by the millwork vendor for all millwork items prior to fabrication. Submit manufacturer's cutsheets for all hardware items. Verify all dimensions in field prior to submitting shop drawings. 4. Materials: a. Casework and countertops (refer to Finish Legend and details for finishes). b. Quality: custom grade, flush overlay type. c. Wood: hardwood edged plywood, 3/4" thick up to 3'-0" between supports, 1" thick if over 3'-0" between supports. Any particle board used is to be high density. d. Plastic laminate: NEMA LD-3.1, high pressure laminates. e. Concealed wood to be fire retardant treated. f. Casework standards: 1) Cabinet shelves: flush mounted adjustable shelf standards and supports: KV #255WH standards with KV #256WH bracket clips. 2) Cabinet hinges: concealed European type, heavy duty, soft close, with minimum 170 degree opening. 3) Cabinet pulls: wire type, 3-1/2" center to center, brushed chrome finish, uon. 4) Drawer slides: full extension, heavy duty, 100lb rated: KV #6505 or submitted and approved equal. 5) Open shelving: double slot heavy duty standards and brackets: KV #82BPWH standards with KV #182BPWH 12.5" brackets or submitted and approved equal. Secure shelves to brackets per manufacturer's instructions. 6) Coat rod: steel rod, end angles, and rod brackets: Magnuson group model #USR-1000 under shelf closet hanger rod and ends. Provide intermediate rod brackets per manufacturer recommendations for spans greater than 4'-0". 7) Cam locks: black finish, small profile, keyed alike: Battalion #1xte7 (Grainger #1xte7) or submitted and approved equal. 5. Plastic laminates: a. Back Office (Break Room and/or Pantry) cabinets and countertops are to be PL-1 & Pl-2 per finish schedule, uon. No substitutions. b. Restroom vanity countertops are to be SS-1 per finish schedule, uon. No substitutions. c. Restroom vanities and storage cabinets are to be PL-3 per finish schedule, uon. Only acceptable substitutions for PL-3: 1) Wilsonart #7959K-78 "Hampton Walnut" 2) Ponite #WW971-MG "Gunstock Savoy Walnut" 3) Arborite #W-415 "Chocolate-Hazlenutwood" d. For restrooms requiring stall partitions, refer to separate specifications on restroom detail sheet. Laminate used on stall partitions shall determine the (matching) laminate to be used elsewhere within same restroom. 6. Provide backing sheets on laminated plastic items to prevent warping. Melamine shall only be used on interior surfaces and shelves in cabinets, and on some open shelving as specified in details. 7. Door and drawer construction to be flush overlay type. Laminated plastic countertops and splashes to be square edges. Scribe countertops and splashes to adjacent surfaces. 8. Coordinate locations and provide backing in partitions for all cabinets, countertops, and shelving. Provide 6" wide 18 gauge metal strip, "Danback" #D16F flexible wood backing, or custom cut FRT plywood backing/blocking concealed in walls for wall mounted accessories and items. SECTION 07 84 00 - FIRESTOPPING 1. Contractor shall complete the closure and protection of penetrations in shafts, roofs, walls, ceilings, and floors by sealing all cracks around doors, louvers, conduit pipes, ducts and the like, with fire sealant, fire safing, fire stop foam, or other fire-resistive materials acceptable to the fire marshal, building officials, and the architect to contain room environment's complete fire rated assemblies. 2. Provide fire stop sealant, one-part silicone electrometric sealant, and fire stop foam, two-part silicone RTV foam: UL rated for 1, 2, and 3 hour fire resistive ratings per ASTM e-814/UL 1479. Dow corning fire stop sealant or 3m barrier caulk. 3. In open plenum construction, provide fire wrapping materials as acceptable to the fire marshal, building officials, and the architect on any and all existing or new non plenum rated combustible materials located within the plenum space. 3M Fire Barrier Plenum Wrap 5A+, or equal. SECTION 07 92 00 - JOINT SEALANTS 1. General interior building sealant: white, single component, gun-grade, paintable, acrylic-latex sealant, tremco acrylic latex or approved equal. 2. Sealant back-up: non-staining, closed-cell foam compatible with sealant to be used. Size and shape to control depth of sealant and to allow 20 to 50 percent compression upon insertion. 3. Silicone rubber-based sealant: one-part, nonsag elastometric sealant resistant to mildew. Proglaze by Tremco, 786 mildew resistant silicone sealant by Dow Corning. Use at wall mounted urinals, water closets, lavatories, sinks, drinking fountains, countertops, and splashes. 4. Non-hardening acoustical sealant: Tremco acoustical sealant, USG acoustical sealant, etc. Use at perimeter and penetrations of all interior partitions. 5. Sheet caulking: electrical box sealer, use at electrical and telecommunication box penetrations of all interior partitions. 06/30/202306/30/2025 US E R : B M A D S O N P L O T T E D : 5 / 2 1 / 2 0 2 4 - 2 : 1 2 P M U : \ P r o j \ C h a r l e s S c h w a b & C o . , I n c \ C A \ 2 3 . 0 0 0 3 6 6 5 . 0 0 0 - C S - A r c a d i a , C A \ D R A W I N G S \ A - I \ 3 _ C D \ C G 1 . 0 _ 2 3 . 0 0 0 3 6 6 5 . d w g L A Y O U T : G 1 . 1 CG1.0 Sheet 1 CalGreen Checklist A B C D E F G H J K L M N P 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 181716151413121110987654321 C INFORMATION PROJECT #: SCALE: REVIEWED BY: DRAWN BY: ISSUE ISSUED FOR PROJECT SHEET INFORMATION INFORMATION REVISIONS CLIENT REVIEW PERMIT LANDLORD REVIEW CONTRACTOR SHALL BUILD ONLY FROM SETS STAMPED "CONSTRUCTION SET" HEREIN BID Th i s d r a w i n g , p r i n t e d o r o t h e r w i s e , i s t h e c o p y r i g h t e d p r o p e r t y o f N e l c o A r c h i t e c t u r e , I n c . T h e d r a w i n g m a y n o t b e u s e d , r e p r o d u c e d o r c o p i e d w i t h o u t t h e p e r m i s s i o n o f N e l c o A r c h i t e c t u r e , I n c . NELCO ARCHITECTURE, INC. NELSO www.nelsonworldwide.com Cincinnati, OH 45202 201 E. 4th. Street, Suite 1700 CHARLES SCHWAB ARCADIA 134 E. Huntington Dr. Arcadia, CA 91006 23.0003665 20 2 4 US E R : B M A D S O N P L O T T E D : 5 / 2 1 / 2 0 2 4 - 2 : 1 2 P M U : \ P r o j \ C h a r l e s S c h w a b & C o . , I n c \ C A \ 2 3 . 0 0 0 3 6 6 5 . 0 0 0 - C S - A r c a d i a , C A \ D R A W I N G S \ A - I \ 3 _ C D \ C G 1 . 0 _ 2 3 . 0 0 0 3 6 6 5 . d w g L A Y O U T : G 1 . 1 04/29/24 B. Madson J. Patterson, S. Mulia As noted 1 PERMITTING COMMENTS 05/21/24 04/05/24 04/22/24 04/22/24 06/30/202306/30/2025 US E R : B M A D S O N P L O T T E D : 5 / 2 1 / 2 0 2 4 - 2 : 1 2 P M U : \ P r o j \ C h a r l e s S c h w a b & C o . , I n c \ C A \ 2 3 . 0 0 0 3 6 6 5 . 0 0 0 - C S - A r c a d i a , C A \ D R A W I N G S \ A - I \ 3 _ C D \ C G 1 . 1 _ 2 3 . 0 0 0 3 6 6 5 . d w g L A Y O U T : G 1 . 1 CG1.1 Sheet 2 CalGreen Checklist A B C D E F G H J K L M N P 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 181716151413121110987654321 C INFORMATION PROJECT #: SCALE: REVIEWED BY: DRAWN BY: ISSUE ISSUED FOR PROJECT SHEET INFORMATION INFORMATION REVISIONS CLIENT REVIEW PERMIT LANDLORD REVIEW CONTRACTOR SHALL BUILD ONLY FROM SETS STAMPED "CONSTRUCTION SET" HEREIN BID Th i s d r a w i n g , p r i n t e d o r o t h e r w i s e , i s t h e c o p y r i g h t e d p r o p e r t y o f N e l c o A r c h i t e c t u r e , I n c . T h e d r a w i n g m a y n o t b e u s e d , r e p r o d u c e d o r c o p i e d w i t h o u t t h e p e r m i s s i o n o f N e l c o A r c h i t e c t u r e , I n c . NELCO ARCHITECTURE, INC. NELSO www.nelsonworldwide.com Cincinnati, OH 45202 201 E. 4th. Street, Suite 1700 CHARLES SCHWAB ARCADIA 134 E. Huntington Dr. Arcadia, CA 91006 23.0003665 20 2 4 US E R : B M A D S O N P L O T T E D : 5 / 2 1 / 2 0 2 4 - 2 : 1 2 P M U : \ P r o j \ C h a r l e s S c h w a b & C o . , I n c \ C A \ 2 3 . 0 0 0 3 6 6 5 . 0 0 0 - C S - A r c a d i a , C A \ D R A W I N G S \ A - I \ 3 _ C D \ C G 1 . 1 _ 2 3 . 0 0 0 3 6 6 5 . d w g L A Y O U T : G 1 . 1 04/29/24 B. Madson J. Patterson, S. Mulia As noted 1 PERMITTING COMMENTS 05/21/24 04/05/24 04/22/24 04/22/24 NO EXT. WORK GC REFER TO MECH. DWGS. REFER TO MECH. DWGS. GC GC NO NEW PLUMB. FIXT. GC 06/30/202306/30/2025 US E R : B M A D S O N P L O T T E D : 5 / 2 1 / 2 0 2 4 - 2 : 1 2 P M U : \ P r o j \ C h a r l e s S c h w a b & C o . , I n c \ C A \ 2 3 . 0 0 0 3 6 6 5 . 0 0 0 - C S - A r c a d i a , C A \ D R A W I N G S \ A - I \ 3 _ C D \ C G 1 . 2 _ 2 3 . 0 0 0 3 6 6 5 . d w g L A Y O U T : G 1 . 1 CG1.2 Sheet 3 CalGreen Checklist A B C D E F G H J K L M N P 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 181716151413121110987654321 C INFORMATION PROJECT #: SCALE: REVIEWED BY: DRAWN BY: ISSUE ISSUED FOR PROJECT SHEET INFORMATION INFORMATION REVISIONS CLIENT REVIEW PERMIT LANDLORD REVIEW CONTRACTOR SHALL BUILD ONLY FROM SETS STAMPED "CONSTRUCTION SET" HEREIN BID Th i s d r a w i n g , p r i n t e d o r o t h e r w i s e , i s t h e c o p y r i g h t e d p r o p e r t y o f N e l c o A r c h i t e c t u r e , I n c . T h e d r a w i n g m a y n o t b e u s e d , r e p r o d u c e d o r c o p i e d w i t h o u t t h e p e r m i s s i o n o f N e l c o A r c h i t e c t u r e , I n c . NELCO ARCHITECTURE, INC. NELSO www.nelsonworldwide.com Cincinnati, OH 45202 201 E. 4th. Street, Suite 1700 CHARLES SCHWAB ARCADIA 134 E. Huntington Dr. Arcadia, CA 91006 23.0003665 20 2 4 US E R : B M A D S O N P L O T T E D : 5 / 2 1 / 2 0 2 4 - 2 : 1 2 P M U : \ P r o j \ C h a r l e s S c h w a b & C o . , I n c \ C A \ 2 3 . 0 0 0 3 6 6 5 . 0 0 0 - C S - A r c a d i a , C A \ D R A W I N G S \ A - I \ 3 _ C D \ C G 1 . 2 _ 2 3 . 0 0 0 3 6 6 5 . d w g L A Y O U T : G 1 . 1 04/29/24 B. Madson J. Patterson, S. Mulia As noted 1 PERMITTING COMMENTS 05/21/24 04/05/24 04/22/24 04/22/24 GC GC GC GC GC GC GC 06/30/202306/30/2025 US E R : B M A D S O N P L O T T E D : 5 / 2 1 / 2 0 2 4 - 2 : 1 2 P M U : \ P r o j \ C h a r l e s S c h w a b & C o . , I n c \ C A \ 2 3 . 0 0 0 3 6 6 5 . 0 0 0 - C S - A r c a d i a , C A \ D R A W I N G S \ A - I \ 3 _ C D \ C G 1 . 3 _ 2 3 . 0 0 0 3 6 6 5 . d w g L A Y O U T : G 1 . 1 CG1.3 and Acknowlegdment CWM Plan, Worksheet, A B C D E F G H J K L M N P 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 181716151413121110987654321 C INFORMATION PROJECT #: SCALE: REVIEWED BY: DRAWN BY: ISSUE ISSUED FOR PROJECT SHEET INFORMATION INFORMATION REVISIONS CLIENT REVIEW PERMIT LANDLORD REVIEW CONTRACTOR SHALL BUILD ONLY FROM SETS STAMPED "CONSTRUCTION SET" HEREIN BID Th i s d r a w i n g , p r i n t e d o r o t h e r w i s e , i s t h e c o p y r i g h t e d p r o p e r t y o f N e l c o A r c h i t e c t u r e , I n c . T h e d r a w i n g m a y n o t b e u s e d , r e p r o d u c e d o r c o p i e d w i t h o u t t h e p e r m i s s i o n o f N e l c o A r c h i t e c t u r e , I n c . NELCO ARCHITECTURE, INC. NELSO www.nelsonworldwide.com Cincinnati, OH 45202 201 E. 4th. Street, Suite 1700 CHARLES SCHWAB ARCADIA 134 E. Huntington Dr. Arcadia, CA 91006 23.0003665 20 2 4 US E R : B M A D S O N P L O T T E D : 5 / 2 1 / 2 0 2 4 - 2 : 1 2 P M U : \ P r o j \ C h a r l e s S c h w a b & C o . , I n c \ C A \ 2 3 . 0 0 0 3 6 6 5 . 0 0 0 - C S - A r c a d i a , C A \ D R A W I N G S \ A - I \ 3 _ C D \ C G 1 . 3 _ 2 3 . 0 0 0 3 6 6 5 . d w g L A Y O U T : G 1 . 1 04/29/24 B. Madson J. Patterson, S. Mulia As noted 1 PERMITTING COMMENTS 05/21/24 04/05/24 04/22/24 04/22/24 CONSTRUCTION WASTE MANAGEMENT PLAN PROJECT NAME: JOB #: PROJECT MANAGER: WASTE HAULING COMPANY: CONTACT NAME: 06/30/202306/30/2025 NOT I N C O N T R A C T NOT I N C O N T R A C T NOT I N C O N T R A C T NOT I N C O N T R A C T NOT I N C O N T R A C T NOT I N C O N T R A C T NOT I N C O N T R A C T NOT I N C O N T R A C T NOT I N C O N T R A C T NOT I N C O N T R A C T NOT I N C O N T R A C T NOT I N C O N T R A C T NOT I N C O N T R A C T NOT I N C O N T R A C T NOT I N C O N T R A C T NOT I N C O N T R A C T NOT I N C O N T R A C T PD PD AS AS AS AS SC US E R : B M A D S O N P L O T T E D : 5 / 2 1 / 2 0 2 4 - 2 : 1 2 P M U : \ P r o j \ C h a r l e s S c h w a b & C o . , I n c \ C A \ 2 3 . 0 0 0 3 6 6 5 . 0 0 0 - C S - A r c a d i a , C A \ D R A W I N G S \ A - I \ 3 _ C D \ S C 1 . 0 _ 2 3 . 0 0 0 3 6 6 5 . d w g L A Y O U T : S C 1 . 0 SC1.0 Plan and Schedule Security Equipment HOLD UP BUTTON (FIXED) AUDIO SENSOR KEY PADKP L E G E N D : S E C U R I T Y E Q U I P M E N T L O C A T I O N P L A N INSTALLATION NOTESTYPE# HU AS ON OPEN SIDE WALL IN I.T. CLOSETCONTROL BOXCB MOUNTED AT 48" AFF ONE AT EACH GREETER DESK WORK STATION MOUNTED AS HIGH ON WALL AS POSSIBLE, OR ON CEILING WHENEVER POSSIBLE PEDESTRIAN DOOR CONTACTPD ONE AT EACH ENTRY/EGRESS DOOR SECURITY CAMERASC CEILING MOUNTED, CENTERED IN ACT TILE, COORD. EXACT LOCATION W/ OTHER CEILING ITEMS NETWORK VIDEO RECORDERNV LOCATED IN THE IT CLOSET, IN THE RACK; COORDINATE EXACT PLACEMENT WITH SCHWAB TPM. SECURITY EQUIPMENT PLAN SCALE: 1/4" = 1'-0" NORTH A B C D E F G H J K L M N P 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 181716151413121110987654321 C INFORMATION PROJECT #: SCALE: REVIEWED BY: DRAWN BY: ISSUE ISSUED FOR PROJECT SHEET INFORMATION INFORMATION REVISIONS CLIENT REVIEW PERMIT LANDLORD REVIEW CONTRACTOR SHALL BUILD ONLY FROM SETS STAMPED "CONSTRUCTION SET" HEREIN BID Th i s d r a w i n g , p r i n t e d o r o t h e r w i s e , i s t h e c o p y r i g h t e d p r o p e r t y o f N e l c o A r c h i t e c t u r e , I n c . T h e d r a w i n g m a y n o t b e u s e d , r e p r o d u c e d o r c o p i e d w i t h o u t t h e p e r m i s s i o n o f N e l c o A r c h i t e c t u r e , I n c . NELCO ARCHITECTURE, INC. NELSO www.nelsonworldwide.com Cincinnati, OH 45202 201 E. 4th. Street, Suite 1700 CHARLES SCHWAB ARCADIA 134 E. Huntington Dr. Arcadia, CA 91006 23.0003665 20 2 4 US E R : B M A D S O N P L O T T E D : 5 / 2 1 / 2 0 2 4 - 2 : 1 2 P M U : \ P r o j \ C h a r l e s S c h w a b & C o . , I n c \ C A \ 2 3 . 0 0 0 3 6 6 5 . 0 0 0 - C S - A r c a d i a , C A \ D R A W I N G S \ A - I \ 3 _ C D \ S C 1 . 0 _ 2 3 . 0 0 0 3 6 6 5 . d w g L A Y O U T : S C 1 . 0 04/29/24 B. Madson J. Patterson, S. Mulia As noted 1 PERMITTING COMMENTS 05/21/24 04/05/24 04/22/24 04/22/24 CARD READERCR NEW EXTERIOR ACCESS CARD READER TO REPLACE THE EXISTING. WIRELESS DURESS BUTTONWD (2) BOTH TO BE GIVEN TO THE BRANCH MANAGER TO PLACE WITHIN BRANCH ALL EQUIPMENT SHOWN ON THIS SHEET AND THE PLACEMENT THEREOF IS THE RESPONSIBILITY OF THE SCHWAB SPECIFIED SECURITY VENDOR. GC IS TO REFER TO ELECTRICAL DRAWINGS FOR POSSIBLE CONSTRUCTION SCOPE INCLUDING BUT NOT LIMITED TO THE INSTALLATION OF IN WALL CONDUIT, J-BOXES, ETC. THIS DRAWING IS FOR REFERENCE ONLY. DURING EQUIPMENT INSTALLATION BY THE SECURITY VENDOR'S FIELD TECHNICIAN, GC IS TO ENSURE THAT THE EQUIPMENT IS BEING INSTALLED PER THIS DRAWING. THE PLACEMENT AND INSTALLATION OF CEILING MOUNTED SECURITY EQUIPMENT SHALL NOT INTERFERE WITH THE PLACEMENT OR FUNCTIONALITY OF THE LIFE SAFETY, LIGHTING OR MECHANICAL EQUIPMENT AS SHOWN ELSEWHERE IN THIS DRAWING SET. REFER TO SHEET A1.1 AND THE MEP DRAWINGS FOR MORE INFORMATION. ALL WALL MOUNTED SENSORS ARE TO BE MOUNTED AS HIGH ON THE WALL AS POSSIBLE, BUT NO CLOSER THAN 6" TO THE CEILING, AND ARE NOT TO BE MOUNTED ON THE "GREETER LOGO" WALL OR ON ACCENT PAINTED WALLS. REFER TO ARCHITECTURAL FINISH PLAN FOR ACCENT PAINT LOCATIONS. SECURITY MONITORTV WALL MOUNTED @ 72" AFF. ELECTRICAL OUTLET REQUIRED BY GC. NOTE: THE AREA MARKED N.I.C. IS AN EXISTING CHARLES SCHWAB SUITE AND IS TO REMAIN AS-IS. SECURITY DEVICES SHOWN ON THIS PLAN IN THE EXPANSION AREA ARE TO BE TIED INTO THE EXISTING SECURITY SYSTEM. 06/30/202306/30/2025 RA M P D O W N NOT IN C O N T R A C T NOT IN C O N T R A C T NOT IN C O N T R A C T NOT IN C O N T R A C T NOT IN C O N T R A C T NOT IN C O N T R A C T NOT IN C O N T R A C T NOT IN C O N T R A C T NOT IN C O N T R A C T NOT IN C O N T R A C T NOT IN C O N T R A C T NOT IN C O N T R A C T NOT IN C O N T R A C T NOT IN C O N T R A C T NOT IN C O N T R A C T NOT IN C O N T R A C T NOT IN C O N T R A C T HALLWAY 119OFFICE 120 OFFICE 122 OFFICE 123 CLOSET 124 OFFICE 121 L EK C A NHCSYORYROGERG E N G I N E ER IA ONAL I C A L L I F O R R O F E S ECHAN OF CA No. M33299 S I N R R E G I STE E D P S T A TE M Date: 5/21/24 SEI GRS As noted 04/05/24 CHARLES SCHWABARCADIA 134 E. Huntington Dr.Arcadia, CA 91006 23.0003665 20 2 4 A B C D E F G H J K L M N P 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 181716151413121110987654321 C INFORMATION PROJECT #: SCALE: REVIEWED BY: DRAWN BY: ISSUE ISSUED FOR PROJECT SHEET INFORMATION INFORMATION REVISIONS CLIENT REVIEW PERMIT LANDLORD REVIEW CONTRACTOR SHALL BUILDONLY FROM SETS STAMPED"CONSTRUCTION SET" HEREIN BID Th i s d r a w i n g , p r i n t e d o r o t h e r w i s e , i s t h e c o p y r i g h t e d p r o p e r t y o f N e l c o A r c h i t e c t u r e , I n c . T h e d r a w i n g m a y n o t b e u s e d , r e p r o d u c e d o r c o p i e d w i t h o u t t h e p e r m i s s i o n o f N e l c o A r c h i t e c t u r e , I n c . NELCO ARCHITECTURE, INC. CONSULTANT LOGO NELSO www.nelsonworldwide.com 513 241 3000 Cincinnati, OH 45202 201 E. 4th. Street, Suite 1700 23 1 0 7 2 SE J O B # : New York Omaha HonoluluMiamiLos Angeles Seattle 04/22/24 04/22/24 04/29/24 1 PERMITTING COMMENTS 05/21/24 MEP1.1 SALMEP CEILING COORDINATION SCALE: 1/4" = 1'-0"1 NORTH RA M P D O W N NOT IN C O N T R A C T NOT IN C O N T R A C T NOT IN C O N T R A C T NOT IN C O N T R A C T NOT IN C O N T R A C T NOT IN C O N T R A C T NOT IN C O N T R A C T NOT IN C O N T R A C T NOT IN C O N T R A C T NOT IN C O N T R A C T NOT IN C O N T R A C T NOT IN C O N T R A C T NOT IN C O N T R A C T NOT IN C O N T R A C T NOT IN C O N T R A C T NOT IN C O N T R A C T NOT IN C O N T R A C T E ET A T S PDE ETSI G E R R NI S No. E14631 ACFO RTCEL SEFOR ROFIL LAC I LANO AI RE E N I G N E GREG OR Y R OY SCHN A C K E L Date: 5/21/24 SEI GRS As noted 04/05/24 CHARLES SCHWABARCADIA 134 E. Huntington Dr.Arcadia, CA 91006 23.0003665 20 2 4 A B C D E F G H J K L M N P 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 181716151413121110987654321 C INFORMATION PROJECT #: SCALE: REVIEWED BY: DRAWN BY: ISSUE ISSUED FOR PROJECT SHEET INFORMATION INFORMATION REVISIONS CLIENT REVIEW PERMIT LANDLORD REVIEW CONTRACTOR SHALL BUILDONLY FROM SETS STAMPED"CONSTRUCTION SET" HEREIN BID Th i s d r a w i n g , p r i n t e d o r o t h e r w i s e , i s t h e c o p y r i g h t e d p r o p e r t y o f N e l c o A r c h i t e c t u r e , I n c . T h e d r a wi n g m a y n o t b e u s e d , r e p r o d u c e d o r c o p i e d w i t h o u t t h e p e r m i s s i o n o f N e l c o A r c h i t e c t u r e , I n c . NELCO ARCHITECTURE, INC. CONSULTANT LOGO NELSO www.nelsonworldwide.com 513 241 3000 Cincinnati, OH 45202 201 E. 4th. Street, Suite 1700 23 1 0 7 2 SE J O B # : New York Omaha HonoluluMiamiLos Angeles Seattle 04/22/24 04/22/24 04/29/24 1 PERMITTING COMMENTS 05/21/24 ELECTRICAL DEMOLITION PLAN SCALE: 1/4" = 1'-0"1 NORTH E1.0 FAL RA M P D O W N NOT IN C O N T R A C T NOT IN C O N T R A C T NOT IN C O N T R A C T NOT IN C O N T R A C T NOT IN C O N T R A C T NOT IN C O N T R A C T NOT IN C O N T R A C T NOT IN C O N T R A C T NOT IN C O N T R A C T NOT IN C O N T R A C T NOT IN C O N T R A C T NOT IN C O N T R A C T NOT IN C O N T R A C T NOT IN C O N T R A C T NOT IN C O N T R A C T NOT IN C O N T R A C T NOT IN C O N T R A C T HALLWAY 119OFFICE 120 OFFICE 122 OFFICE 123 CLOSET 124 OFFICE 121 Xref AnAlt.dwg E ET A T S PDE ETSI G E R R NI S No. E14631 ACFO RTCEL SEFOR ROFIL LAC I LANO AI RE E N I G N E GREG OR Y R OY SCHN A C K E L Date: 5/21/24 NEW TO EXISTING CONNECTION LEGEND EN EXISTING NEW WORK ANY PROPOSED SUBSTITUTIONS FOR LUMINAIRES THAT ARE SELECTED BY OTHERS REQUIRE THE APPROVAL OF THE SPECIFYING ENTITY. B. ILLUMINATION FOR A MINIMUM OF 90 MINUTES. SEE SPECFICIATIONS FOR EMERGENCY BATTERY PERFORMANCE REQUIREMENTS. AT AN EMERGENCY PANELBOARD OR CENTRAL LIGHTING INVERTER, EMERGENCY LIGHTING LUMINAIRES SHALL BE PROVIDED WITH AN EMERGENCY BATTERY TO PROVIDE EMERGENCY LUMINAIRE SYMBOLS THAT ARE SHOWN HALF-SHADED ON THE PLAN(S) INDICATE LUMINAIRES THAT SERVE AS EMERGENCY LIGHTING. UNLESS SERVED BY A CIRCUIT ORIGINATING A. LUMINAIRE SCHEDULE GENERAL NOTES: LAMP TYPE CODES: FL=LINEAR FLUORESCENT, CFL=COMPACT FLUORESCENT, IND=INCANDESCENT, MH=METAL HALIDE, HPS=HIGH PRESSURE SODIUM, LED=LIGHT EMITTING DIODE LENSED LED FIXTUREYESLEDINTEGRAL-CEILING, SURFACE26 VA120PHILIPSS YESLEDINTEGRAL-CEILING, RECESSED5 VA120LE-C-G-WDUAL-LITEEX1 YESLEDINTEGRAL-CEILING, RECESSED32 VA1202FGG38L835-4-D-UNV-DIM-SWZDTPHILIPSBC4 YESLEDINTEGRAL-CEILING, RECESSED15 VA120PHILIPSAA-EM YESLEDINTEGRAL-CEILING, RECESSED15 VA120PHILIPSAA REMARKSMOUNTINGLOADVOLTAGECATALOG NUMBERMANUFACTURERMARK LUMINAIRE SCHEDULE SEI GRS As noted 04/05/24 CHARLES SCHWABARCADIA 134 E. Huntington Dr.Arcadia, CA 91006 23.0003665 20 2 4 A B C D E F G H J K L M N P 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 181716151413121110987654321 C INFORMATION PROJECT #: SCALE: REVIEWED BY: DRAWN BY: ISSUE ISSUED FOR PROJECT SHEET INFORMATION INFORMATION REVISIONS CLIENT REVIEW PERMIT LANDLORD REVIEW CONTRACTOR SHALL BUILDONLY FROM SETS STAMPED"CONSTRUCTION SET" HEREIN BID Th i s d r a w i n g , p r i n t e d o r o t h e r w i s e , i s t h e c o p y r i g h t e d p r o p e r t y o f N e l c o A r c h i t e c t u r e , I n c . T h e d r a wi n g m a y n o t b e u s e d , r e p r o d u c e d o r c o p i e d w i t h o u t t h e p e r m i s s i o n o f N e l c o A r c h i t e c t u r e , I n c . NELCO ARCHITECTURE, INC. CONSULTANT LOGO NELSO www.nelsonworldwide.com 513 241 3000 Cincinnati, OH 45202 201 E. 4th. Street, Suite 1700 23 1 0 7 2 SE J O B # : New York Omaha HonoluluMiamiLos Angeles Seattle 04/22/24 04/22/24 04/29/24 1 PERMITTING COMMENTS 05/21/24 LIGHTING PLAN SCALE: 1/4" = 1'-0"1 E1.1 NORTHA B C D E F G H J K L M N P 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 1817151321 22 0 9 5 3 SE J O B # : A B C D E F G H J K L M N P 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 1817151321 22 0 9 5 3 SE J O B # : HALLWAY 119 OFFICE 120 OFFICE 122 OFFICE 123 CLOSET 124 OFFICE 121 RA M P D O W N NOT IN C O N T R A C T NOT IN C O N T R A C T NOT IN C O N T R A C T NOT IN C O N T R A C T NOT IN C O N T R A C T NOT IN C O N T R A C T NOT IN C O N T R A C T NOT IN C O N T R A C T NOT IN C O N T R A C T NOT IN C O N T R A C T NOT IN C O N T R A C T NOT IN C O N T R A C T NOT IN C O N T R A C T NOT IN C O N T R A C T NOT IN C O N T R A C T NOT IN C O N T R A C T NOT IN C O N T R A C T E ET A T S PDE ETSI G E R R NI S No. E14631 ACFO RTCEL SEFOR ROFIL LAC I LANO AI RE E N I G N E GREG OR Y R OY SCHN A C K E L Date: 5/21/24 NEW WORK EXISTING NEW TO EXISTING CONNECTIONNE LEGEND SEI GRS As noted 04/05/24 CHARLES SCHWABARCADIA 134 E. Huntington Dr.Arcadia, CA 91006 23.0003665 20 2 4 A B C D E F G H J K L M N P 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 181716151413121110987654321 C INFORMATION PROJECT #: SCALE: REVIEWED BY: DRAWN BY: ISSUE ISSUED FOR PROJECT SHEET INFORMATION INFORMATION REVISIONS CLIENT REVIEW PERMIT LANDLORD REVIEW CONTRACTOR SHALL BUILDONLY FROM SETS STAMPED"CONSTRUCTION SET" HEREIN BID Th i s d r a w i n g , p r i n t e d o r o t h e r w i s e , i s t h e c o p y r i g h t e d p r o p e r t y o f N e l c o A r c h i t e c t u r e , I n c . T h e d r a wi n g m a y n o t b e u s e d , r e p r o d u c e d o r c o p i e d w i t h o u t t h e p e r m i s s i o n o f N e l c o A r c h i t e c t u r e , I n c . NELCO ARCHITECTURE, INC. CONSULTANT LOGO NELSO www.nelsonworldwide.com 513 241 3000 Cincinnati, OH 45202 201 E. 4th. Street, Suite 1700 23 1 0 7 2 SE J O B # : New York Omaha HonoluluMiamiLos Angeles Seattle 04/22/24 04/22/24 04/29/24 1 PERMITTING COMMENTS 05/21/24 POWER AND SYSTEMS PLAN SCALE: 1/4" = 1'-0"1 NORTH E2.1 DEVICE ALIGNMENT DETAIL2NOT TO SCALE DEVICE ALIGNMENT DETAIL NOTES 18" 40" CENTER LINE 48"80" * WHERE A THERMOSTAT AND KEYPAD ARE TO BE ALIGNED, ALIGN THE THERMOSTAT VERTICALLY WITH OTHER DEVICES AND MOUNT THE KEYPAD ADJACENT TO THE THERMOSTAT * NOTE MULTIPLE DEVICES ARE TO BE ALIGNED VERTICALLY ABOUT THEIR CENTER-LINES 20A 120V DUPLEX RECEPTACLE MOUNTED AT 18" AFF. (15" MIN TO BOTTOM) LIGHT SWITCH MOUNTED AT 40" AFF. (42"MAX TO THE TOP OF THE DEVICE) BOTTOM OF THE DEVICE). DATA PORT MOUNTED AT 18" AFF. (15" MIN TO BOTTOM) FIRE ALARM AUDIBLE/VISUAL DEVICE (IF REQUIRED) MOUNTED AT 80" AFF (TO THE SONITROL KEY-PAD MOUNTED AT 48" AFF. (TO TOP OF THE DEVICE) THERMOSTAT MOUNTED AT 48" AFF. (TO TOP OF DEVICE) 1. 2. 4. 5. 6. 3. RA M P D O W N NOT IN C O N T R A C T NOT IN C O N T R A C T NOT IN C O N T R A C T NOT IN C O N T R A C T NOT IN C O N T R A C T NOT IN C O N T R A C T NOT IN C O N T R A C T NOT IN C O N T R A C T NOT IN C O N T R A C T NOT IN C O N T R A C T NOT IN C O N T R A C T NOT IN C O N T R A C T NOT IN C O N T R A C T NOT IN C O N T R A C T NOT IN C O N T R A C T NOT IN C O N T R A C T NOT IN C O N T R A C T HALLWAY 119 OFFICE 120 OFFICE 122 OFFICE 123 CLOSET 124 OFFICE 121 E ET A T S PDE ETSI G E R R NI S No. E14631 ACFO RTCEL SEFOR ROFIL LAC I LANO AI RE E N I G N E GREG OR Y R OY SCHN A C K E L Date: 5/21/24 SEI GRS As noted 04/05/24 CHARLES SCHWABARCADIA 134 E. Huntington Dr.Arcadia, CA 91006 23.0003665 20 2 4 A B C D E F G H J K L M N P 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 181716151413121110987654321 C INFORMATION PROJECT #: SCALE: REVIEWED BY: DRAWN BY: ISSUE ISSUED FOR PROJECT SHEET INFORMATION INFORMATION REVISIONS CLIENT REVIEW PERMIT LANDLORD REVIEW CONTRACTOR SHALL BUILDONLY FROM SETS STAMPED"CONSTRUCTION SET" HEREIN BID Th i s d r a w i n g , p r i n t e d o r o t h e r w i s e , i s t h e c o p y r i g h t e d p r o p e r t y o f N e l c o A r c h i t e c t u r e , I n c . T h e d r a wi n g m a y n o t b e u s e d , r e p r o d u c e d o r c o p i e d w i t h o u t t h e p e r m i s s i o n o f N e l c o A r c h i t e c t u r e , I n c . NELCO ARCHITECTURE, INC. CONSULTANT LOGO NELSO www.nelsonworldwide.com 513 241 3000 Cincinnati, OH 45202 201 E. 4th. Street, Suite 1700 23 1 0 7 2 SE J O B # : New York Omaha HonoluluMiamiLos Angeles Seattle 04/22/24 04/22/24 04/29/24 1 PERMITTING COMMENTS 05/21/24 ELECTRICAL DEVICE DIMENSIONS PLAN SCALE: 1/4" = 1'-0"1 NORTH E2.2 SAL FOR PROJECTS WHERE DESKS ARE ALIGNED BACK-TO-BACK AGAINST A WALL, 1-1/2" DEEP OUTLET BOXES WRAPPED WITH MOLDABLE PUDDY PADS SHALL BE USED TOALLOW BOXES TO BE INSTALLED BACK TO BACK WITHOUT SOUND ISSUES. OFFICE DESK DEVICE PLACEMENT ELEVATION FLOOR 2 NOT TO SCALE 2' 6'-2" GANGED WITHIN STUDBAY 0'-2" 4'-6" 18 " 0'-2" CEILING WALL E ET A T S PDE ETSI G E R R NI S No. E14631 ACFO RTCEL SEFOR ROFIL LAC I LANO AI RE E N I G N E GREG OR Y R OY SCHN A C K E L Date: 5/21/24 NEW WORK EXISTING NEW TO EXISTING CONNECTIONNE LEGEND SOCKET METERM // / / 4 - #3, #6 GROUND IN 1 1/4" CONDUIT EXISTING PANEL ''C'' METER CENTER 208Y/120V, 3 PHASE, 4 WIRE EXISTING 89 AMPS 100 AMPS MAIN LUG ONLY SURFACE MOUNTED NEMA 3R EXISTING MATCH EXISTING BONDED EQUIPMENT GROUND BAR FED FROM: BUS RATING: BUS LOAD: VOLTAGE: BUS MATERIAL: NOTES CKT. MAIN: LOAD DESCRIPTION B LOAD (VA) A C BREAKERBREAKER LOAD (VA) A B C LOAD DESCRIPTION NOTESCKT. ENCLOSURE: FAULT CURRENT: AIC/SCCR RATING: OPTIONS*: MOUNTING: 1 LIGHTING 548 20/1 20/1 900 OFFICE 121 RECEP 2 GFCI 3 EWC 600 20/1 20/1 900 OFFICE 122 RECEP 4 5 HALL STORAGE RECEP 720 20/1 20/1 900 OFFICE 120 RECEP 6 7 GRAPHIC 500 20/1 15/2 708 FCU-2 8 9 OFFICE 123 RECEP 900 20/1 --- 708 -----10 11 FCU-1 448 15/2 15/2 708 FCU-3 12 13 -----448 --- --- 708 -----14 15 ASHP-1 2028 40/2 15/2 708 FCU-4 16 17 ----- 2028 --- --- 708 -----18 19 ASHP-2 2216 40/2 20/1 360 ROOF RECEP 20 21 ----- 2216 --- SPACE ONLY 22 23 ASHP-3 2216 40/2 SPACE ONLY 24 25 -----2216 --- SPACE ONLY 26 27 ASHP-4 2216 40/2 SPACE ONLY 28 29 ----- 2216 --- SPACE ONLY 30 NOTES: SEE SPECIFICATIONS FOR OTHER OPTIONS REQUIRED BUT NOT NECESSARILY NOTED HERE* GFCI PROVIDE GROUND-FAULT CIRCUIT-INTERRUPTER (GFCI) 5 MILLIAMP TRIP TYPE CIRCUIT BREAKER. LOAD DESCRIPTION CONNECT. PHASE A (VA) LOAD ANALYSIS FOR PANEL ''C'' (INCLUDING SUBFEEDS) DEMANDFACTOR DEMAND CONNECT. CONNECT. PHASE B (VA) DEMAND TOTAL (VA)PHASE C (VA) DEMAND CONNECT. DEMAND LIGHTING: 125% 548 685 0 0 0 0 548 685 RECEPTACLE: 100% 1260 1260 1800 1800 1620 1620 4680 4680 OTHER CONTINUOUS: 125% 500 625 0 0 0 0 500 625 OTHER NONCONTINUOUS: 100% 0 0 600 600 0 0 600 600 MOTOR: 100% 6295 6295 7876 7876 8323 8323 22494 22494 ADD 25% OF LARGEST MOTOR: 100% 321 321 321 321 321 321 962 962 8924 9186 10597 10597 10264 10264 29784 30046 EQUIVALENT AMPS: 75 77 89 89 86 86 83 84 -10.11% -8.28% 6.73% 5.80% 3.38% 2.48%PHASE BALANCE: TOTAL: SEI GRS As noted 04/05/24 CHARLES SCHWABARCADIA 134 E. Huntington Dr.Arcadia, CA 91006 23.0003665 20 2 4 A B C D E F G H J K L M N P 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 181716151413121110987654321 C INFORMATION PROJECT #: SCALE: REVIEWED BY: DRAWN BY: ISSUE ISSUED FOR PROJECT SHEET INFORMATION INFORMATION REVISIONS CLIENT REVIEW PERMIT LANDLORD REVIEW CONTRACTOR SHALL BUILDONLY FROM SETS STAMPED"CONSTRUCTION SET" HEREIN BID Th i s d r a w i n g , p r i n t e d o r o t h e r w i s e , i s t h e c o p y r i g h t e d p r o p e r t y o f N e l c o A r c h i t e c t u r e , I n c . T h e d r a wi n g m a y n o t b e u s e d , r e p r o d u c e d o r c o p i e d w i t h o u t t h e p e r m i s s i o n o f N e l c o A r c h i t e c t u r e , I n c . NELCO ARCHITECTURE, INC. CONSULTANT LOGO NELSO www.nelsonworldwide.com 513 241 3000 Cincinnati, OH 45202 201 E. 4th. Street, Suite 1700 23 1 0 7 2 SE J O B # : New York Omaha HonoluluMiamiLos Angeles Seattle 04/22/24 04/22/24 04/29/24 1 PERMITTING COMMENTS 05/21/24 X X X X X X GC RESPONSIBLE TO SCHEDULE, MONITOR,AND CONTROL SEE LIGHTING PLAN - SHEET E1.1 SEE POWER & SYSTEMS PLANSHEET E2.1 X X SEE POWER & SYSTEMS PLANSHEET E2.1 G.C. TO PROVIDE AS NEEDED UNTILPERMNATE CAN BE PROVIDED. FIRE ALARM REFER TO SINGLE LINE DIAGRAM. REFER TO SINGLE LINE DIAGRAM. REFER TO SINGLE LINE DIAGRAM. REFER TO SINGLE LINE DIAGRAM. REFER TO TELECOM SHEETS X X X X REFER TO SINGLE LINE DIAGRAM. X X X TEMPORARY POWER DEMOLITION X XXLOW VOLTAGE CABLING X PROVIDE ROUGH-IN ONLY. ALL TELECOM CABLING IS BY GENERAL CONTRACTORX NEW X X X X X ELECTRICAL RESPONSIBILITY SCHEDULE SITE COND. RECEPTACLES AND SWITCHES ELECTRICAL SERVICE FORHVAC MOTORS GENERAL CONDUIT & WIRING TELECOM EQUIPMENT TELECOM CONDUIT STUB UP SECURITY SYSTEM LIGHT FIXTURES & LAMPS HVAC CONTROLS TELECOM SYSTEMS CABLING X X XX X X SERVICE ENTRANCE FEEDERS TOLEASE SPACE TENANT ELECTRICALTRANSFORMERS SERVICE ENTRANCE CONDUITTO LEASE SPACE MAIN OVERCURRENT DEVICE INLANDLORD'S ELECTRIC ROOM METER REQUIREMENTS(INCLUDING CT'S IF REQUIRED) ELECTRICAL PANELS ITEM FURNFURN INST LANDLORD OWNER INST FURN G.C. EXISTINST SOME DEVICES ARE PROVIDE BY OWNER. SEE TELECOM SHEETS REMARKS X X XX XX X X ONE-LINE DIAGRAM NOT TO SCALE1 E3.1 SAL N/A N/A E ET A T S PDE ETSI G E R R NI S No. E14631 ACFO RTCEL SEFOR ROFIL LAC I LANO AI RE E N I G N E GREG OR Y R OY SCHN A C K E L Date: 5/21/24 SEI GRS As noted 04/05/24 CHARLES SCHWABARCADIA 134 E. Huntington Dr.Arcadia, CA 91006 23.0003665 20 2 4 A B C D E F G H J K L M N P 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 181716151413121110987654321 C INFORMATION PROJECT #: SCALE: REVIEWED BY: DRAWN BY: ISSUE ISSUED FOR PROJECT SHEET INFORMATION INFORMATION REVISIONS CLIENT REVIEW PERMIT LANDLORD REVIEW CONTRACTOR SHALL BUILDONLY FROM SETS STAMPED"CONSTRUCTION SET" HEREIN BID Th i s d r a w i n g , p r i n t e d o r o t h e r w i s e , i s t h e c o p y r i g h t e d p r o p e r t y o f N e l c o A r c h i t e c t u r e , I n c . T h e d r a wi n g m a y n o t b e u s e d , r e p r o d u c e d o r c o p i e d w i t h o u t t h e p e r m i s s i o n o f N e l c o A r c h i t e c t u r e , I n c . NELCO ARCHITECTURE, INC. CONSULTANT LOGO NELSO www.nelsonworldwide.com 513 241 3000 Cincinnati, OH 45202 201 E. 4th. Street, Suite 1700 23 1 0 7 2 SE J O B # : New York Omaha HonoluluMiamiLos Angeles Seattle 04/22/24 04/22/24 04/29/24 1 PERMITTING COMMENTS 05/21/24 E4.1 SAL E ET A T S PDE ETSI G E R R NI S No. E14631 ACFO RTCEL SEFOR ROFIL LAC I LANO AI RE E N I G N E GREG OR Y R OY SCHN A C K E L Date: 5/21/24 SEI GRS As noted 04/05/24 CHARLES SCHWABARCADIA 134 E. Huntington Dr.Arcadia, CA 91006 23.0003665 20 2 4 A B C D E F G H J K L M N P 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 181716151413121110987654321 C INFORMATION PROJECT #: SCALE: REVIEWED BY: DRAWN BY: ISSUE ISSUED FOR PROJECT SHEET INFORMATION INFORMATION REVISIONS CLIENT REVIEW PERMIT LANDLORD REVIEW CONTRACTOR SHALL BUILDONLY FROM SETS STAMPED"CONSTRUCTION SET" HEREIN BID Th i s d r a w i n g , p r i n t e d o r o t h e r w i s e , i s t h e c o p y r i g h t e d p r o p e r t y o f N e l c o A r c h i t e c t u r e , I n c . T h e d r a wi n g m a y n o t b e u s e d , r e p r o d u c e d o r c o p i e d w i t h o u t t h e p e r m i s s i o n o f N e l c o A r c h i t e c t u r e , I n c . NELCO ARCHITECTURE, INC. CONSULTANT LOGO NELSO www.nelsonworldwide.com 513 241 3000 Cincinnati, OH 45202 201 E. 4th. Street, Suite 1700 23 1 0 7 2 SE J O B # : New York Omaha HonoluluMiamiLos Angeles Seattle 04/22/24 04/22/24 04/29/24 1 PERMITTING COMMENTS 05/21/24 E4.2 SAL E ET A T S PDE ETSI G E R R NI S No. E14631 ACFO RTCEL SEFOR ROFIL LAC I LANO AI RE E N I G N E GREG OR Y R OY SCHN A C K E L Date: 5/21/24 SEI GRS As noted 04/05/24 CHARLES SCHWABARCADIA 134 E. Huntington Dr.Arcadia, CA 91006 23.0003665 20 2 4 A B C D E F G H J K L M N P 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 181716151413121110987654321 C INFORMATION PROJECT #: SCALE: REVIEWED BY: DRAWN BY: ISSUE ISSUED FOR PROJECT SHEET INFORMATION INFORMATION REVISIONS CLIENT REVIEW PERMIT LANDLORD REVIEW CONTRACTOR SHALL BUILDONLY FROM SETS STAMPED"CONSTRUCTION SET" HEREIN BID Th i s d r a w i n g , p r i n t e d o r o t h e r w i s e , i s t h e c o p y r i g h t e d p r o p e r t y o f N e l c o A r c h i t e c t u r e , I n c . T h e d r a wi n g m a y n o t b e u s e d , r e p r o d u c e d o r c o p i e d w i t h o u t t h e p e r m i s s i o n o f N e l c o A r c h i t e c t u r e , I n c . NELCO ARCHITECTURE, INC. CONSULTANT LOGO NELSO www.nelsonworldwide.com 513 241 3000 Cincinnati, OH 45202 201 E. 4th. Street, Suite 1700 23 1 0 7 2 SE J O B # : New York Omaha HonoluluMiamiLos Angeles Seattle 04/22/24 04/22/24 04/29/24 1 PERMITTING COMMENTS 05/21/24 E5.1 SAL HALLWAY 119 OFFICE 120 OFFICE 122 OFFICE 123 CLOSET 124 OFFICE 121 RA M P D O W N NOT IN C O N T R A C T NOT IN C O N T R A C T NOT IN C O N T R A C T NOT IN C O N T R A C T NOT IN C O N T R A C T NOT IN C O N T R A C T NOT IN C O N T R A C T NOT IN C O N T R A C T NOT IN C O N T R A C T NOT IN C O N T R A C T NOT IN C O N T R A C T NOT IN C O N T R A C T NOT IN C O N T R A C T NOT IN C O N T R A C T NOT IN C O N T R A C T NOT IN C O N T R A C T NOT IN C O N T R A C T E ET A T S PDE ETSI G E R R NI S No. E14631 ACFO RTCEL SEFOR ROFIL LAC I LANO AI RE E N I G N E GREG OR Y R OY SCHN A C K E L Date: 5/21/24 SEI GRS As noted 04/05/24 CHARLES SCHWABARCADIA 134 E. Huntington Dr.Arcadia, CA 91006 23.0003665 20 2 4 A B C D E F G H J K L M N P 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 181716151413121110987654321 C INFORMATION PROJECT #: SCALE: REVIEWED BY: DRAWN BY: ISSUE ISSUED FOR PROJECT SHEET INFORMATION INFORMATION REVISIONS CLIENT REVIEW PERMIT LANDLORD REVIEW CONTRACTOR SHALL BUILDONLY FROM SETS STAMPED"CONSTRUCTION SET" HEREIN BID Th i s d r a w i n g , p r i n t e d o r o t h e r w i s e , i s t h e c o p y r i g h t e d p r o p e r t y o f N e l c o A r c h i t e c t u r e , I n c . T h e d r a wi n g m a y n o t b e u s e d , r e p r o d u c e d o r c o p i e d w i t h o u t t h e p e r m i s s i o n o f N e l c o A r c h i t e c t u r e , I n c . NELCO ARCHITECTURE, INC. CONSULTANT LOGO NELSO www.nelsonworldwide.com 513 241 3000 Cincinnati, OH 45202 201 E. 4th. Street, Suite 1700 23 1 0 7 2 SE J O B # : New York Omaha HonoluluMiamiLos Angeles Seattle 04/22/24 04/22/24 04/29/24 1 PERMITTING COMMENTS 05/21/24 TELE AND DATA PLAN SCALE: 3/16" = 1'-0"1 NORTH E5.2 SAL 1NOT USED. 2 NOT TO SCALE NOT USED. 3 NOT TO SCALE 134-A 134-B WAP-01 WAP-02 WAP-03 WAP-04 125-A 125-B 126-A 126-B 127-A 127-B 128-A 128-B 129-A 129-B 130-A 130-B 131-A 131-B 132-A 132-B 133-A 133-B 134-A 134-B 101-A 101-B 102-A 102-B 103-A 103-B 113-A 113-B 114-A 114-B 115-A 115-B 101-A 101-B 102-A 102-B 103-A 103-B 113-A 113-B 114-A 114-B 115-A 115-B 116-A 116-B 117-A 117-B 118-A 118-B 104-A 104-B 105-A 105-B 106-A 106-B 107-A 107-B 108-A 108-B 109-A 109-B 119-A 119-B 120-A 120-B 121-A 121-B 110-A 110-B 111-A 111-B 112-A 112-B 122-A 122-B 123-A 123-B 124-A 124-B A01XXX - XX CAULK @ DECKPENETRATION 4 VERTICAL SLEEVE FIRESTOPPING DETAIL 5 NOT TO SCALE HORIZONTAL SLEEVE FIRESTOPPING DETAIL 6 NOT TO SCALE EQUIPMENT RACK AND EQUIPMENT LABELING DETAIL 7 NOT TO SCALE PATCH PANEL #1 WORK AREA OUTLET LABELING DETAIL NOT TO SCALE PATCH PANEL #2 WIRELESS ACCESS POINT (WAP) LABELING DETAIL NOT TO SCALE A01 XXX.XX.X XX.XX WAP-01 WAP-02 WAP-03 WAP-04 E ET A T S PDE ETSI G E R R NI S No. E14631 ACFO RTCEL SEFOR ROFIL LAC I LANO AI RE E N I G N E GREG OR Y R OY SCHN A C K E L Date: 5/21/24 SEI GRS As noted 04/05/24 CHARLES SCHWABARCADIA 134 E. Huntington Dr.Arcadia, CA 91006 23.0003665 20 2 4 A B C D E F G H J K L M N P 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 181716151413121110987654321 C INFORMATION PROJECT #: SCALE: REVIEWED BY: DRAWN BY: ISSUE ISSUED FOR PROJECT SHEET INFORMATION INFORMATION REVISIONS CLIENT REVIEW PERMIT LANDLORD REVIEW CONTRACTOR SHALL BUILDONLY FROM SETS STAMPED"CONSTRUCTION SET" HEREIN BID Th i s d r a w i n g , p r i n t e d o r o t h e r w i s e , i s t h e c o p y r i g h t e d p r o p e r t y o f N e l c o A r c h i t e c t u r e , I n c . T h e d r a wi n g m a y n o t b e u s e d , r e p r o d u c e d o r c o p i e d w i t h o u t t h e p e r m i s s i o n o f N e l c o A r c h i t e c t u r e , I n c . NELCO ARCHITECTURE, INC. CONSULTANT LOGO NELSO www.nelsonworldwide.com 513 241 3000 Cincinnati, OH 45202 201 E. 4th. Street, Suite 1700 23 1 0 7 2 SE J O B # : New York Omaha HonoluluMiamiLos Angeles Seattle 04/22/24 04/22/24 04/29/24 1 PERMITTING COMMENTS 05/21/24 E5.3 SAL TYPICAL WALL OUTLET DETAIL 5 101-A 1FURNITURE WORK AREA OUTLET DETAIL 2 4 3 NOT TO SCALE NOT TO SCALE DATA WORK AREA OUTLET DETAIL NOT TO SCALE TELEVISION AREA OUTLET DETAIL NOT TO SCALE WIRELESS ACCESS POINT (WAP) OUTLET NOT TO SCALE 101-B AV-01 E ET A T S PDE ETSI G E R R NI S No. E14631 ACFO RTCEL SEFOR ROFIL LAC I LANO AI RE E N I G N E GREG OR Y R OY SCHN A C K E L Date: 5/21/24 SEI GRS As noted 04/05/24 CHARLES SCHWABARCADIA 134 E. Huntington Dr.Arcadia, CA 91006 23.0003665 20 2 4 A B C D E F G H J K L M N P 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 181716151413121110987654321 C INFORMATION PROJECT #: SCALE: REVIEWED BY: DRAWN BY: ISSUE ISSUED FOR PROJECT SHEET INFORMATION INFORMATION REVISIONS CLIENT REVIEW PERMIT LANDLORD REVIEW CONTRACTOR SHALL BUILDONLY FROM SETS STAMPED"CONSTRUCTION SET" HEREIN BID Th i s d r a w i n g , p r i n t e d o r o t h e r w i s e , i s t h e c o p y r i g h t e d p r o p e r t y o f N e l c o A r c h i t e c t u r e , I n c . T h e d r a wi n g m a y n o t b e u s e d , r e p r o d u c e d o r c o p i e d w i t h o u t t h e p e r m i s s i o n o f N e l c o A r c h i t e c t u r e , I n c . NELCO ARCHITECTURE, INC. CONSULTANT LOGO NELSO www.nelsonworldwide.com 513 241 3000 Cincinnati, OH 45202 201 E. 4th. Street, Suite 1700 23 1 0 7 2 SE J O B # : New York Omaha HonoluluMiamiLos Angeles Seattle 04/22/24 04/22/24 04/29/24 1 PERMITTING COMMENTS 05/21/24 E5.4 SAL E ET A T S PDE ETSI G E R R NI S No. E14631 ACFO RTCEL SEFOR ROFIL LAC I LANO AI RE E N I G N E GREG OR Y R OY SCHN A C K E L Date: 5/21/24 1 SEI GRS As noted 04/05/24 CHARLES SCHWABARCADIA 134 E. Huntington Dr.Arcadia, CA 91006 23.0003665 20 2 4 A B C D E F G H J K L M N P 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 181716151413121110987654321 C INFORMATION PROJECT #: SCALE: REVIEWED BY: DRAWN BY: ISSUE ISSUED FOR PROJECT SHEET INFORMATION INFORMATION REVISIONS CLIENT REVIEW PERMIT LANDLORD REVIEW CONTRACTOR SHALL BUILDONLY FROM SETS STAMPED"CONSTRUCTION SET" HEREIN BID Th i s d r a w i n g , p r i n t e d o r o t h e r w i s e , i s t h e c o p y r i g h t e d p r o p e r t y o f N e l c o A r c h i t e c t u r e , I n c . T h e d r a wi n g m a y n o t b e u s e d , r e p r o d u c e d o r c o p i e d w i t h o u t t h e p e r m i s s i o n o f N e l c o A r c h i t e c t u r e , I n c . NELCO ARCHITECTURE, INC. CONSULTANT LOGO NELSO www.nelsonworldwide.com 513 241 3000 Cincinnati, OH 45202 201 E. 4th. Street, Suite 1700 23 1 0 7 2 SE J O B # : New York Omaha HonoluluMiamiLos Angeles Seattle 04/22/24 04/22/24 04/29/24 1 PERMITTING COMMENTS 05/21/24 E6.1 L E K C A NHCSYORYROGERG E N G I N E ER IA ONAL I C A L L I F O R R O F E S ECHAN OF CA No. M33299 S I N R R E G ISTE E D P S T A TE M Date: 5/21/24 1 SEI GRS As noted 04/05/24 CHARLES SCHWABARCADIA 134 E. Huntington Dr.Arcadia, CA 91006 23.0003665 20 2 4 A B C D E F G H J K L M N P 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 181716151413121110987654321 C INFORMATION PROJECT #: SCALE: REVIEWED BY: DRAWN BY: ISSUE ISSUED FOR PROJECT SHEET INFORMATION INFORMATION REVISIONS CLIENT REVIEW PERMIT LANDLORD REVIEW CONTRACTOR SHALL BUILDONLY FROM SETS STAMPED"CONSTRUCTION SET" HEREIN BID Th i s d r a w i n g , p r i n t e d o r o t h e r w i s e , i s t h e c o p y r i g h t e d p r o p e r t y o f N e l c o A r c h i t e c t u r e , I n c . T h e d r a wi n g m a y n o t b e u s e d , r e p r o d u c e d o r c o p i e d w i t h o u t t h e p e r m i s s i o n o f N e l c o A r c h i t e c t u r e , I n c . NELCO ARCHITECTURE, INC. CONSULTANT LOGO NELSO www.nelsonworldwide.com 513 241 3000 Cincinnati, OH 45202 201 E. 4th. Street, Suite 1700 23 1 0 7 2 SE J O B # : New York Omaha HonoluluMiamiLos Angeles Seattle 04/22/24 04/22/24 04/29/24 1 PERMITTING COMMENTS 05/21/24 E6.2 L E K C A NHCSYORYROGERG E N G I N E ER IA ONAL I C A L L I F O R R O F E S ECHAN OF CA No. M33299 S I N R R E G ISTE E D P S T A TE M Date: 5/21/24 1 SEI GRS As noted 04/05/24 CHARLES SCHWABARCADIA 134 E. Huntington Dr.Arcadia, CA 91006 23.0003665 20 2 4 A B C D E F G H J K L M N P 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 181716151413121110987654321 C INFORMATION PROJECT #: SCALE: REVIEWED BY: DRAWN BY: ISSUE ISSUED FOR PROJECT SHEET INFORMATION INFORMATION REVISIONS CLIENT REVIEW PERMIT LANDLORD REVIEW CONTRACTOR SHALL BUILDONLY FROM SETS STAMPED"CONSTRUCTION SET" HEREIN BID Th i s d r a w i n g , p r i n t e d o r o t h e r w i s e , i s t h e c o p y r i g h t e d p r o p e r t y o f N e l c o A r c h i t e c t u r e , I n c . T h e d r a wi n g m a y n o t b e u s e d , r e p r o d u c e d o r c o p i e d w i t h o u t t h e p e r m i s s i o n o f N e l c o A r c h i t e c t u r e , I n c . NELCO ARCHITECTURE, INC. CONSULTANT LOGO NELSO www.nelsonworldwide.com 513 241 3000 Cincinnati, OH 45202 201 E. 4th. Street, Suite 1700 23 1 0 7 2 SE J O B # : New York Omaha HonoluluMiamiLos Angeles Seattle 04/22/24 04/22/24 04/29/24 1 PERMITTING COMMENTS 05/21/24 E6.3 HALLWAY 119 OFFICE 120 OFFICE 122 OFFICE 123 CLOSET 124 OFFICE 121 106 OFFICE 118 TEAM ROOM CLOSET(E) ELEC. 117C 117B IT CLOSET OFFICE 116 117 OFFICEBACK SEMINAR ROOM OFFICE 114 112 OFFICE ELECTRICAL MOP CLOSET 117A 111A HALLWAY 110 OFFICE 105 108 OFFICE 111 TOUCHDOWNCLIENT 102 LIVING ROOM 104 TOWNSQUARE 100 RA M P D O W N L E K C A NHCSYORYROGERG E N G I N E ER IA ONAL I C A L L I F O R R O F E S ECHAN OF CA No. M33299 S I N R R E G ISTE E D P S T A TE M Date: 5/21/24 NEW WORK EXISTING NEW TO EXISTING CONNECTIONNE LEGEND SEI GRS As noted 04/05/24 CHARLES SCHWABARCADIA 134 E. Huntington Dr.Arcadia, CA 91006 23.0003665 20 2 4 A B C D E F G H J K L M N P 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 181716151413121110987654321 C INFORMATION PROJECT #: SCALE: REVIEWED BY: DRAWN BY: ISSUE ISSUED FOR PROJECT SHEET INFORMATION INFORMATION REVISIONS CLIENT REVIEW PERMIT LANDLORD REVIEW CONTRACTOR SHALL BUILDONLY FROM SETS STAMPED"CONSTRUCTION SET" HEREIN BID Th i s d r a w i n g , p r i n t e d o r o t h e r w i s e , i s t h e c o p y r i g h t e d p r o p e r t y o f N e l c o A r c h i t e c t u r e , I n c . T h e d r a wi n g m a y n o t b e u s e d , r e p r o d u c e d o r c o p i e d w i t h o u t t h e p e r m i s s i o n o f N e l c o A r c h i t e c t u r e , I n c . NELCO ARCHITECTURE, INC. CONSULTANT LOGO NELSO www.nelsonworldwide.com 513 241 3000 Cincinnati, OH 45202 201 E. 4th. Street, Suite 1700 23 1 0 7 2 SE J O B # : New York Omaha HonoluluMiamiLos Angeles Seattle 04/22/24 04/22/24 04/29/24 1 PERMITTING COMMENTS 05/21/24 JWLHVAC FLOOR DEMOLITION PLAN1SCALE: 1/4" = 1'-0" NORTH M0.1 RA M P D O W N L E K C A NHCSYORYROGERG E N G I N E ER IA ONAL I C A L L I F O R R O F E S ECHAN OF CA No. M33299 S I N R R E G ISTE E D P S T A TE M Date: 5/21/24 NEW WORK EXISTING NEW TO EXISTING CONNECTIONNE LEGEND SEI GRS As noted 04/05/24 CHARLES SCHWABARCADIA 134 E. Huntington Dr.Arcadia, CA 91006 23.0003665 20 2 4 A B C D E F G H J K L M N P 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 181716151413121110987654321 C INFORMATION PROJECT #: SCALE: REVIEWED BY: DRAWN BY: ISSUE ISSUED FOR PROJECT SHEET INFORMATION INFORMATION REVISIONS CLIENT REVIEW PERMIT LANDLORD REVIEW CONTRACTOR SHALL BUILDONLY FROM SETS STAMPED"CONSTRUCTION SET" HEREIN BID Th i s d r a w i n g , p r i n t e d o r o t h e r w i s e , i s t h e c o p y r i g h t e d p r o p e r t y o f N e l c o A r c h i t e c t u r e , I n c . T h e d r a wi n g m a y n o t b e u s e d , r e p r o d u c e d o r c o p i e d w i t h o u t t h e p e r m i s s i o n o f N e l c o A r c h i t e c t u r e , I n c . NELCO ARCHITECTURE, INC. CONSULTANT LOGO NELSO www.nelsonworldwide.com 513 241 3000 Cincinnati, OH 45202 201 E. 4th. Street, Suite 1700 23 1 0 7 2 SE J O B # : New York Omaha HonoluluMiamiLos Angeles Seattle 04/22/24 04/22/24 04/29/24 1 PERMITTING COMMENTS 05/21/24 JWL M0.2 HVAC ROOF DEMOLITION PLAN1SCALE: 1/4" = 1'-0" NORTH HALLWAY 119 OFFICE 120 OFFICE 122 OFFICE 123 CLOSET 124 OFFICE 121 S TOWNSQUARE 100 CLIENTTOUCHDOWN 102SEMINAR ROOM 111 HALLWAY 105 OFFICE 106 MOP CLOSET 117A LIVING ROOM 104 OFFICE 108 OFFICE 110 OFFICE 112 OFFICE 114 OFFICE 116 ELECTRICAL 111A BACKOFFICE 117 TEAM ROOM 118 (E) ELEC.CLOSET 117C IT CLOSET 117B SS RA M P D O W N L E K C A NHCSYORYROGERG E N G I N E ER IA ONAL I C A L L I F O R R O F E S ECHAN OF CA No. M33299 S I N R R E G ISTE E D P S T A TE M Date: 5/21/24 NEW WORK EXISTING NEW TO EXISTING CONNECTIONNE LEGEND 1 FCU-1 SECTION VIEW NOT TO SCALE NE NE SEI GRS As noted 04/05/24 CHARLES SCHWABARCADIA 134 E. Huntington Dr.Arcadia, CA 91006 23.0003665 20 2 4 A B C D E F G H J K L M N P 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 181716151413121110987654321 C INFORMATION PROJECT #: SCALE: REVIEWED BY: DRAWN BY: ISSUE ISSUED FOR PROJECT SHEET INFORMATION INFORMATION REVISIONS CLIENT REVIEW PERMIT LANDLORD REVIEW CONTRACTOR SHALL BUILDONLY FROM SETS STAMPED"CONSTRUCTION SET" HEREIN BID Th i s d r a w i n g , p r i n t e d o r o t h e r w i s e , i s t h e c o p y r i g h t e d p r o p e r t y o f N e l c o A r c h i t e c t u r e , I n c . T h e d r a wi n g m a y n o t b e u s e d , r e p r o d u c e d o r c o p i e d w i t h o u t t h e p e r m i s s i o n o f N e l c o A r c h i t e c t u r e , I n c . NELCO ARCHITECTURE, INC. CONSULTANT LOGO NELSO www.nelsonworldwide.com 513 241 3000 Cincinnati, OH 45202 201 E. 4th. Street, Suite 1700 23 1 0 7 2 SE J O B # : New York Omaha HonoluluMiamiLos Angeles Seattle 04/22/24 04/22/24 04/29/24 1 PERMITTING COMMENTS 05/21/24 JWL M1.1 HVAC FLOOR PLAN1SCALE: 1/4" = 1'-0" NORTH TOWNSQUARE 100 CLIENTTOUCHDOWN 102 SEMINAR ROOM 111 MEN'SRESTROOM 115 WOMEN'SRESTROOM 113 HALLWAY 105 OFFICE 106 LIVING ROOM 104OFFICE 108 OFFICE 110 OFFICE 112 OFFICE 114 OFFICE 116 BACKOFFICE 117 TEAM ROOM 118 119 HALLWAY 120 OFFICE 122 OFFICE 123 OFFICE 124 CLOSET 121 OFFICE RA M P D O W N L E K C A NHCSYORYROGERG E N G I N E ER IA ONAL I C A L L I F O R R O F E S ECHAN OF CA No. M33299 S I N R R E G ISTE E D P S T A TE M Date: 5/21/24 NEW WORK EXISTING NEW TO EXISTING CONNECTIONNE LEGEND SEI GRS As noted 04/05/24 CHARLES SCHWABARCADIA 134 E. Huntington Dr.Arcadia, CA 91006 23.0003665 20 2 4 A B C D E F G H J K L M N P 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 181716151413121110987654321 C INFORMATION PROJECT #: SCALE: REVIEWED BY: DRAWN BY: ISSUE ISSUED FOR PROJECT SHEET INFORMATION INFORMATION REVISIONS CLIENT REVIEW PERMIT LANDLORD REVIEW CONTRACTOR SHALL BUILDONLY FROM SETS STAMPED"CONSTRUCTION SET" HEREIN BID Th i s d r a w i n g , p r i n t e d o r o t h e r w i s e , i s t h e c o p y r i g h t e d p r o p e r t y o f N e l c o A r c h i t e c t u r e , I n c . T h e d r a wi n g m a y n o t b e u s e d , r e p r o d u c e d o r c o p i e d w i t h o u t t h e p e r m i s s i o n o f N e l c o A r c h i t e c t u r e , I n c . NELCO ARCHITECTURE, INC. CONSULTANT LOGO NELSO www.nelsonworldwide.com 513 241 3000 Cincinnati, OH 45202 201 E. 4th. Street, Suite 1700 23 1 0 7 2 SE J O B # : New York Omaha HonoluluMiamiLos Angeles Seattle 04/22/24 04/22/24 04/29/24 1 PERMITTING COMMENTS 05/21/24 M1.2 HVAC ZONING PLAN SCALE: 1/4" = 1'-0"1 NORTH L E K C A NHCSYORYROGERG E N G I N E ER IA ONAL I C A L L I F O R R O F E S ECHAN OF CA No. M33299 S I N R R E G ISTE E D P S T A TE M Date: 5/21/24 4 DUCT HANGER DETAIL NOT TO SCALE = 193" UP-P 2 STRAP SPECIAL ANALYSIS REQUIRED SINGLE HANGER MAXIMUM ALLOWABLE LOAD WIRE OR ROD (DIA.) STRAP 1" x 18 GA. 1" x 22 GA. 1 1/2" x 16 GA. 1 1/2" x 16 GA. 1" x 16 GA. = 120" = 192" = 168"P- - 2 P 2 -P 2 --- = 72" = 30" = 96" - -P 2 2 -P 2 P 1" x 22 GA. 1" x 22 GA. 1" x 18 GA. 1" x 16 GA. 1" x 16 GA. 1" x 20 GA. 1" x 20 GA. 1" x 22 GA. 1" x 16 GA. 1 1/2" x 16 GA. 1 1/2" x 16 GA. 1" x 18 GA. 1/2" 1/2" 1/2" 3/8" 3/8" 3/8" 1/2" 1/2" 1/4" 3/8" 1" x 22 GA. 1" x 22 GA. 1" x 18 GA. 1" x 22 GA. 1" x 20 GA. 1" x 16 GA. 3/8" 3/8" 3/8" 1/4" 3/8" 3/8" 3/8" 1/4" 1/4" 1/4" STRAP STRAP STRAP 0.106" 0.135" 0.162" 1/4" 3/8" 1/2" 5/8" 3/4" - - - - - - - - 3000 LBS. 2000 LBS. 1250 LBS. 680 LBS. 270 LBS. 160 LBS. 120 LBS. 80 LBS.1" x 22 GA. 1" x 20 GA. 1" x 18 GA. 1" x 16 GA. 1 1/2" x 16 GA. - - - - - 260 LBS. 320 LBS. 420 LBS. 700 LBS. 1100 LBS. NOTES: 1. DIMENSIONS OTHER THAN GAUGE ARE IN INCHES. 2. TABLES ALLOW FOR DUCT WEIGHT, 1 LB./SF INSULATION WEIGHT AND NORMAL REINFORCEMENT AND TRAPEZE WEIGHT, BUT NO EXTERNAL LOADS. 3. STRAPS ARE GALVANIZED STEEL; OTHER MATERIALS ARE UNCOATED STEEL. 4. ALLOWABLE LOADS FOR P/2 ASSUME THAT DUCTS ARE 16 GA. MAXIMUM, EXCEPT THAT WHEN MAXIMUM DUCT DIMENSION (W) IS OVER 60" THEN P/2 MAXIMUM IS 1.25 W. 5. 12, 10 OR 8 GA. WIRE IS STEEL OF BLACK ANNEALED, BRIGHT BASIC OR GALVANIZED TYPE. 6. DUCTS SHALL BE SUPPORTED AT INTERVALS NOT EXCEEDING 10 FEET. 2 RECTANGULAR DUCT HANGER TABLE NOT TO SCALE 45° BRANCH TAKE-OFF90° BRANCH TAKE-OFF 45° THREE SECTION ELBOW90° FIVE SECTION ELBOW 1 . 5 D 1. 5 D 2D A I R F L O W FLOW AIRAIR FLOW TAKE-OFF FULL RADIUS ELBOW TURNING VANES F L O W A I R WHERE SPACE IS LIMITED USE ONLY IN AREAS 90° ELBOW TAKE-OFF FITTING BRANCH TAKE-OFF D (RECTANGULAR DUCT) SUPPLY OR RETURN WYE 2D D FULL RADIUS VANE TURNING D + 2 / 3 D 2/3D SHORT RADIUSNO THROAT RADIUS TURNING VANES THREE 45° ELBOW SIMILAR 90° ELBOW VANES TURNING CONTRACTIONEXPANSION FLOW AIR TRANSFORMATION B B A A L=W/4, 4" MIN. Ø MAX. 45° DIVERGING, 60° CONVERGING 45 DEGREE ENTRY Ø 45° Ø MAX. 45° DIVERGING, 60° CONVERGING STRAP OR ANGLE DUCT SIZE BOLT(S) TRAPEZE HANGER FOR LOAD NOTE: HANGERS MUST NOT DEFORM DUCT SHAPE 10"∅ MAX. 36"∅ MAX. 24"∅ MAX. SCREW HANGER SECURE WIRE STRAP HANGER SCREWS MAY BE OMMITED IF HANGER LOOPS LOAD RATED FASTENER HANGER STRAPS UNLESS FOOT OF STRAP BOTTOM REINFORCEMENT IS PLACED UNDER A DUCT BAND HANGER RODS, WIRES OR STRAPS ROD 5 DETECTOR DETAIL DUCT SMOKE NOT TO SCALE 1. DUCT SMOKE DETECTOR ON RETURN AND/OR SUPPLY SIDE DUCT AND SHUTDOWN RELAY MECHANICAL CONTRACTOR. ALL WIRING SHALL BE BY THE ELECTRICAL CONTRACTOR. SHALL BE FURNISHED BY THE ELECTRICAL CONTRACTOR FOR INSTALLATION BY THE SAMPLING TUBE DETECTOR DUCT SMOKE NOTE: RETURN TUBE AIR DUCT 6 FLEXIBLE DUCT SUPPORTS NOT TO SCALE WIRE BYPASS DAMPER.2. ZONE DAMPER.1.REMARKS: (1-2)33ZCDR14ZC-01CARRIER1,400BYPASSVVT-11 (1-2)33ZCDR10ZC-01CARRIER400121VVT-10 (1-2)33ZCDR08ZC-01CARRIER275120VVT-9 (1-2)33ZCDR10ZC-01CARRIER425122+123VVT-8 (1-2)33ZCDR08ZC-01CARRIER300119+124VVT-7 REMARKSMODEL NUMBERMANUFACTURERSERVESMARK VARIABLE VOLUME AND TEMPERATURE UNITS PROVIDE WATER LEVEL MONITORING DEVICE IN DRAIN PAN TO SHUT OFF UNIT IF THE DRAIN LINE BECOMES RESTRICTED.4. PROVIDE SUPPLY DUCT SMOKE DETECTOR.3. PROVIDE HANGERS AND VIBRATION ISOLATION FOR SUSPENSION FROM STRUCTURE.2. PROVIDE AUXILIARY DRAIN PAN.1.REMARKS: TEMPERATURE, 95°F DB AIR ENTERING OUTDOOR FAN. SCHEDULED UNIT MAY DIFFER FROM AHRI STANDARD CFM. COOLING CAPACITIES ARE BASED ON AHRI STANDARD 210/240 OR 340/360: 80°F DB/ 67°F WB INDOOR ENTERING AIR TRANE IS THE BASIS OF DESIGN. HIGH EFFICIENCY CARRIER, MAGIC AIRE, JOHNSON CONTROLS OR LENNOX ARE EQUAL. (1-4)TEM6A0C48H417.8/4.014.6/12.0175159.012083/40.701,600-44.0448.837.2FCU-4 (1-4)TEM6A0C48H417.8/4.014.6/12.0175159.012083/40.701,600-44.0448.837.2FCU-3 (1-4)TEM6A0C48H417.8/4.014.6/12.0175159.012083/40.701,600-44.0448.837.2FCU-2 (1-4)TEM6A0C42H417.5/3.714.3/11.7145155.012081/20.701,400-38.53.540.332.6FCU-1 MARK FAN COIL UNITS PROVIDE INSULATED PLENUM, (1) 1" SLOTS, 4FT LENGTH, BORDER 11, INLET DAMPER3. SEE PLAN FOR NECK SIZE.2. TITUS IS THE BASE OF DESIGN. KRUEGER, OR PRICE ARE EQUAL. NO EXCEPTIONS.1. REMARKS: (1,2)350RL-NTTITUSLAY-IN,NARROW-TEEAC TILECEILINGRETURNG-1 (1,2,3)FTBI-10-JTTITUSLAY-IN,NARROW-TEEAC TILECEILINGSUPPLYD-3 (1,2,3)FTBI-10-HTTITUSLAY-IN,NARROW-TEEAC TILECEILINGSUPPLYD-2 (1,2)OMNI-NT X 24x24 26 AG-75TITUSLAY-IN,NARROW-TEEAC TILECEILINGSUPPLYD-1 MANUFACTURERMOUNTING TYPECEILING TYPELOCATIONMARK DIFFUSERS, GRILLES AND REGISTERS PROVIDE CORROSION PROTECTION.4. PROVIDE HAIL GUARD.3. PROVIDE LOW AMBIENT CONTROL.2. REFER TO THE ELECTRICAL ONE LINE DIAGRAM AND PANEL SCHEDULES FOR AVAILABLE FAULT CURRENT AT UPSTREAM PANELBOARD. PROVIDE EQUIPMENT WITH SCCR GREATER THAN THE AVAILABLE FAULT CURRENT AT THE EQUIPMENT OR UPSTREAM PANELBOARD.1.REMARKS: (1-4)4TWR4048TRANE7.8/4.014.6/12.04026.0120844.04FCU-3ROOFASHP-4 (1-4)4TWR4048TRANE7.8/4.014.6/12.04026.0120844.04FCU-3ROOFASHP-3 (1-4)4TWR4048TRANE7.8/4.014.6/12.04026.0120844.04FCU-2ROOFASHP-2 (1-4)4TWR4042TRANE7.5/3.714.3/11.74024.0120838.53.5FCU-1ROOFASHP-1 MARK AIR SOURCE HEAT PUMPS SEI GRS As noted 04/05/24 CHARLES SCHWABARCADIA 134 E. Huntington Dr.Arcadia, CA 91006 23.0003665 20 2 4 A B C D E F G H J K L M N P 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 181716151413121110987654321 C INFORMATION PROJECT #: SCALE: REVIEWED BY: DRAWN BY: ISSUE ISSUED FOR PROJECT SHEET INFORMATION INFORMATION REVISIONS CLIENT REVIEW PERMIT LANDLORD REVIEW CONTRACTOR SHALL BUILDONLY FROM SETS STAMPED"CONSTRUCTION SET" HEREIN BID Th i s d r a w i n g , p r i n t e d o r o t h e r w i s e , i s t h e c o p y r i g h t e d p r o p e r t y o f N e l c o A r c h i t e c t u r e , I n c . T h e d r a wi n g m a y n o t b e u s e d , r e p r o d u c e d o r c o p i e d w i t h o u t t h e p e r m i s s i o n o f N e l c o A r c h i t e c t u r e , I n c . NELCO ARCHITECTURE, INC. CONSULTANT LOGO NELSO www.nelsonworldwide.com 513 241 3000 Cincinnati, OH 45202 201 E. 4th. Street, Suite 1700 23 1 0 7 2 SE J O B # : New York Omaha HonoluluMiamiLos Angeles Seattle 04/22/24 04/22/24 04/29/24 1 PERMITTING COMMENTS 05/21/24 M2.1 L E K C A NHCSYORYROGERG E N G I N E ER IA ONAL I C A L L I F O R R O F E S ECHAN OF CA No. M33299 S I N R R E G ISTE E D P S T A TE M Date: 5/21/24 2 CONDENSING UNIT SUPPORT DETAIL NOT TO SCALE 4 HIGH THROW LINEAR DIFFUSER DETAIL NOT TO SCALE FASTENER CONCEALED DIFFUSER WITH LINEAR FRAMING STUD METAL PLENUM METAL SHEET INSULATED CINCH BAND INSULATED DUCT ROUND TO OVAL TRANSITION GYP. BD. CEILING FLEXIBLE 3 TYPICAL DIFFUSER-DRYWALL-SEISMIC NOT TO SCALE GENERAL NOTES APPLICABLE TO THIS DETAIL: SUPPLY AIR DIFFUSER5OUTSIDE AIR CALCULATIONS NOT TO SCALE METAL GYP. BD. CEILING ROUND TO OVAL TRANSITION FLEXIBLE DUCT CONCEALED FASTENER FRAMING DIFFUSER WITH LINEAR STUD METAL PLENUM INSULATED CINCH BAND SHEET INSULATED 5 JET THROW LINEAR DIFFUSER DETAIL NOT TO SCALE 6 SEISMIC BRACE SCHEDULE NOT TO SCALE 3 1/2" x 3 1/2" x 1/4" ANGLE 3" DIAM. PIPE 4" x 4" x 1/4" ANGLE 3" x 3" x 3/16" ANGLE 2 1/8" x 2 1/8" x 3/16" ANGLE 2" x 2" x 3/16" ANGLE THE TOP OF PIPE TO THE BOTTOM OF THE SUPPORT BY INDIVIDUAL HANGERS 12" OR LESS IN LENGTH FROM*B. BRACING CAN BE OMITTED ON ALL PIPING SUSPENDED FOR THE HANGER. A. DUCTS WHICH ARE LARGER THAN OR EQUAL TO 6 SQUARE FEET IN CROSS SECTION AREA SHALL BE BE BRACED LATERALLY 7'-0" ON CENTERS WITH 2" x 2" x 3/16" ANGLE. 2 1/2" TO 3" 4" AND UP UP TO 1 1/2" 13'-0" 13'-0" TO18'-0" 11'-6" 10'-0" NOTES: 8'-0" 6'-0" 2" 10'-0" 10'-0" 7'-0" 10'-0" 10'-0" 7'-0" NOT REQUIRED NOT REQUIRED BRACE SIZE BRACE SIZING SEISMIC BRACING AND SIZING BRACING SPACING MAXIMUM LENGTH PIPE SIZE MAXIMUM HANGER SPACING BRACE SPACING*(SEE NOTE B) MAXIMUM 1 TYPICAL DX HORIZONTAL UNIT SUSPENSION DETAIL NOT TO SCALE THREADED ROD HANGER, CONNECT TO STRUCTURE AS REQUIRED FLEXIBLE CONNECTION PER LOCAL CODE REQUIREMENTS. 1. DUCT SMOKE DETECTOR SHALL BE MOUNTED AND INSTALLED NOTES: SEI GRS As noted 04/05/24 CHARLES SCHWABARCADIA 134 E. Huntington Dr.Arcadia, CA 91006 23.0003665 20 2 4 A B C D E F G H J K L M N P 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 181716151413121110987654321 C INFORMATION PROJECT #: SCALE: REVIEWED BY: DRAWN BY: ISSUE ISSUED FOR PROJECT SHEET INFORMATION INFORMATION REVISIONS CLIENT REVIEW PERMIT LANDLORD REVIEW CONTRACTOR SHALL BUILDONLY FROM SETS STAMPED"CONSTRUCTION SET" HEREIN BID Th i s d r a w i n g , p r i n t e d o r o t h e r w i s e , i s t h e c o p y r i g h t e d p r o p e r t y o f N e l c o A r c h i t e c t u r e , I n c . T h e d r a wi n g m a y n o t b e u s e d , r e p r o d u c e d o r c o p i e d w i t h o u t t h e p e r m i s s i o n o f N e l c o A r c h i t e c t u r e , I n c . NELCO ARCHITECTURE, INC. CONSULTANT LOGO NELSO www.nelsonworldwide.com 513 241 3000 Cincinnati, OH 45202 201 E. 4th. Street, Suite 1700 23 1 0 7 2 SE J O B # : New York Omaha HonoluluMiamiLos Angeles Seattle 04/22/24 04/22/24 04/29/24 1 PERMITTING COMMENTS 05/21/24 M2.2 SVpz =1400 ZONE PRIMARY AIRFLOW FRACTION OF SUPPLY AIR TO THE ZONE FROM SOURCES OUTSIDE THE ZONE FRACTION OF SUPPLY AIR TO THE ZONE FROM FULLY MIXED PRIMARY AIR FRACTION OF OUTDOOR AIR TO THE ZONE FROM SOURCES OUTSIDE THE ZONE THE OUTDOOR AIR FRACTION REQUIRED IN AIR DISCHARGED TO THE ZONE BASED ON THE MINIMUM DISCHARGE AIRFLOW Er = FRACTION OF SECONDARY RECIRCULATED AIR TO THE ZONE ZONE AIR DISTRIBUTION EFFECTIVENESS ZONE VENTILATION EFFICIENCY SYSTEM VENTILATION EFFICIENCY CODE REQUIRED OUTDOOR AIRFLOW RATE, CFM DESIGN OUTDOOR AIRFLOW RATE, CFM VARIES Vot = Vot =158 160 TYPICAL 0, MAY VARY TYPICAL 0.8, MAY VARYEz = Fa = Fb = Fc = Evz = Ev = Zd = VARIES VARIES VARIES VARIES VARIES CODE REQUIRED OUTDOOR AIRFLOW RATE, CFM DESIGN OUTDOOR AIRFLOW RATE, CFM DESCRIPTION SYSTEM POPULATION ZONE POPULATION OCCUPANT DIVERSITY UNCORRECTED OUTDOOR AIR INTAKE SYSTEM PRIMARY AIRFLOW AVERAGE OUTDOOR AIR FRACTION ZONE VENTILATION EFFICIENCY PRIMARY AIR FRACTION TO THE ZONE SPz = TYPICAL 1.0, MAY VARY D = Vou = Vps = SVpz Xs = Ev = Evz (min) Ep = 13 1.000 130 1400 0.093 0.82 OUTDOOR AIR CALCULATIONS PER SECTION 404: Vot = Vot = SYMBOL Ps = 174 175 VALUE 13 TABLE 402.1 PEOPLE OA (CFM/PER) 121 OFFICE OFFICE SPACE OUTDOOR AIR CALCULATIONS PER EQUATION 403.5.2: DESCRIPTION SYSTEM POPULATION ZONE POPULATION OCCUPANT DIVERSITY UNCORRECTED OUTDOOR AIR INTAKE ZONE PRIMARY OUTDOOR AIR FRACTION (MAXIMUM) SYSTEM VENTILATION EFFICIENCY SYMBOL Ps = SPz = D = Vou = Zp (max) = Ev = VALUE 13 13 1.000 130 0.269 0.75 CLOSET OFFICE OFFICE 124 122 123 96 1,091 159 135 135 OCCUPIABLE STORAGE ROOMS (DRY) OFFICE SPACE OFFICE SPACE 5.0 5.0 5.0 5.0 BLOCK LOAD NAME HALLWAY OFFICE ROOM # 119 120 Az AREA (FT2) 445 121 TABLE 402.1 OCCUPANCY CATEGORY CORRIDORS OFFICE SPACE Rp 0.0 5.0 0.093 0.093 0.093 0.093 0.093 0.093 0.80 15 65 15 15 0.06 0.06 0.06 0.06 5 3 2 1 5 13 5 3 5 3 0.80 0.80 0.80 8 23 6 11 65 130 10 25 8 23 29 13 163 31 29 Rp*Pz 15 TABLE 402.1 Ra AREA OA (CFM/FT2) 0.06 0.06 TABLE 402.1 OCCUPANT DENSITY Pz (#/1000 FT2)(#) 0 0 0 5 3 TABLE 403.2.2 Ez 0.80 0.80 Vbz Ra*Az (CFM) 27 27 7 22 Voz (CFM) 33 28 275 275 50 50 1400 1400 400 400 150 150 0.105 0.75 0.269 0.75 0.269 0.75 0.077 0.75 0.193 0.75 0.105 0 0.269 0 0.269 0.077 0 0.193 0 275 275 50 50 1400 1400 400 400 150 150 CALCULATED EQUATIONS 403.5.1.3MIN SUPPLY Vpz Vpzm MAX SUPPLY Xs (CFM)(CFM) 250 250 275 275 Zp Ev 0.134 0.75 0.101 0.75 RECIRCULATED LOCALLY Zd (CFM) 0.134 0 0.101 0 Vdz Vdzm MAX SUPPLY MIN SUPPLY (CFM)(CFM) 250 250 275 275 0.00 OFFICE SPACE 24 OFFICE SPACE OCCUPIABLE STORAGE ROOMS (DRY) OFFICE SPACE 1.00 0.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 0.988 0.988 0.824 0.824 0.824 0.824 1.016 1.016 0.901 0.901 0.15 21 0.15 15 167 0.15 0.15 21 OCCUPANCY DESCRIPTION CORRIDORS OFFICE SPACE EQN. A-1 Ep Er Fa Fb Fc 1.00 0.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 TITLE 24 EQN. A-2 Evz Evz 0.960 0.960 0.992 0.992 TITLE 24 TITLE 24 OUTDOOR OUTDOOR (CFM/FT2)(CFM) 0.15 67 0.15 19 L E K C A NHCSYORYROGERG E N G I N E ER IA ONAL I C A L L I F O R R O F E S ECHAN OF CA No. M33299 S I N R R E G ISTE E D P S T A TE M Date: 5/21/24 SEI GRS As noted 04/05/24 CHARLES SCHWABARCADIA 134 E. Huntington Dr.Arcadia, CA 91006 23.0003665 20 2 4 A B C D E F G H J K L M N P 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 181716151413121110987654321 C INFORMATION PROJECT #: SCALE: REVIEWED BY: DRAWN BY: ISSUE ISSUED FOR PROJECT SHEET INFORMATION INFORMATION REVISIONS CLIENT REVIEW PERMIT LANDLORD REVIEW CONTRACTOR SHALL BUILDONLY FROM SETS STAMPED"CONSTRUCTION SET" HEREIN BID Th i s d r a w i n g , p r i n t e d o r o t h e r w i s e , i s t h e c o p y r i g h t e d p r o p e r t y o f N e l c o A r c h i t e c t u r e , I n c . T h e d r a wi n g m a y n o t b e u s e d , r e p r o d u c e d o r c o p i e d w i t h o u t t h e p e r m i s s i o n o f N e l c o A r c h i t e c t u r e , I n c . NELCO ARCHITECTURE, INC. CONSULTANT LOGO NELSO www.nelsonworldwide.com 513 241 3000 Cincinnati, OH 45202 201 E. 4th. Street, Suite 1700 23 1 0 7 2 SE J O B # : New York Omaha HonoluluMiamiLos Angeles Seattle 04/22/24 04/22/24 04/29/24 1 PERMITTING COMMENTS 05/21/24 M3.1 L E K C A NHCSYORYROGERG E N G I N E ER IA ONAL I C A L L I F O R R O F E S ECHAN OF CA No. M33299 S I N R R E G ISTE E D P S T A TE M Date: 5/21/24 SEI GRS As noted 04/05/24 CHARLES SCHWABARCADIA 134 E. Huntington Dr.Arcadia, CA 91006 23.0003665 20 2 4 A B C D E F G H J K L M N P 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 181716151413121110987654321 C INFORMATION PROJECT #: SCALE: REVIEWED BY: DRAWN BY: ISSUE ISSUED FOR PROJECT SHEET INFORMATION INFORMATION REVISIONS CLIENT REVIEW PERMIT LANDLORD REVIEW CONTRACTOR SHALL BUILDONLY FROM SETS STAMPED"CONSTRUCTION SET" HEREIN BID Th i s d r a w i n g , p r i n t e d o r o t h e r w i s e , i s t h e c o p y r i g h t e d p r o p e r t y o f N e l c o A r c h i t e c t u r e , I n c . T h e d r a wi n g m a y n o t b e u s e d , r e p r o d u c e d o r c o p i e d w i t h o u t t h e p e r m i s s i o n o f N e l c o A r c h i t e c t u r e , I n c . NELCO ARCHITECTURE, INC. CONSULTANT LOGO NELSO www.nelsonworldwide.com 513 241 3000 Cincinnati, OH 45202 201 E. 4th. Street, Suite 1700 23 1 0 7 2 SE J O B # : New York Omaha HonoluluMiamiLos Angeles Seattle 04/22/24 04/22/24 04/29/24 1 PERMITTING COMMENTS 05/21/24 M3.2 RA M P D O W N NOT IN C O N T R A C T NOT IN C O N T R A C T NOT IN C O N T R A C T NOT IN C O N T R A C T NOT IN C O N T R A C T NOT IN C O N T R A C T NOT IN C O N T R A C T NOT IN C O N T R A C T NOT IN C O N T R A C T NOT IN C O N T R A C T NOT IN C O N T R A C T NOT IN C O N T R A C T NOT IN C O N T R A C T NOT IN C O N T R A C T NOT IN C O N T R A C T NOT IN C O N T R A C T NOT IN C O N T R A C T L E K C A NHCSYORYROGERG E N G I N E ER IA ONAL I C A L L I F O R R O F E S ECHAN OF CA No. M33299 S I N R R E G ISTE E D P S T A TE M Date: 5/21/24 SEI GRS As noted 04/05/24 CHARLES SCHWABARCADIA 134 E. Huntington Dr.Arcadia, CA 91006 23.0003665 20 2 4 A B C D E F G H J K L M N P 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 181716151413121110987654321 C INFORMATION PROJECT #: SCALE: REVIEWED BY: DRAWN BY: ISSUE ISSUED FOR PROJECT SHEET INFORMATION INFORMATION REVISIONS CLIENT REVIEW PERMIT LANDLORD REVIEW CONTRACTOR SHALL BUILDONLY FROM SETS STAMPED"CONSTRUCTION SET" HEREIN BID Th i s d r a w i n g , p r i n t e d o r o t h e r w i s e , i s t h e c o p y r i g h t e d p r o p e r t y o f N e l c o A r c h i t e c t u r e , I n c . T h e d r a wi n g m a y n o t b e u s e d , r e p r o d u c e d o r c o p i e d w i t h o u t t h e p e r m i s s i o n o f N e l c o A r c h i t e c t u r e , I n c . NELCO ARCHITECTURE, INC. CONSULTANT LOGO NELSO www.nelsonworldwide.com 513 241 3000 Cincinnati, OH 45202 201 E. 4th. Street, Suite 1700 23 1 0 7 2 SE J O B # : New York Omaha HonoluluMiamiLos Angeles Seattle 04/22/24 04/22/24 04/29/24 1 PERMITTING COMMENTS 05/21/24 PLUMBING DEMOLITION PLAN SCALE: 1/4" = 1'-0"1 P1.0 NORTH RA M P D O W N NOT IN C O N T R A C T NOT IN C O N T R A C T NOT IN C O N T R A C T NOT IN C O N T R A C T NOT IN C O N T R A C T NOT IN C O N T R A C T NOT IN C O N T R A C T NOT IN C O N T R A C T NOT IN C O N T R A C T NOT IN C O N T R A C T NOT IN C O N T R A C T NOT IN C O N T R A C T NOT IN C O N T R A C T NOT IN C O N T R A C T NOT IN C O N T R A C T NOT IN C O N T R A C T NOT IN C O N T R A C T HALLWAY 119 OFFICE 120 OFFICE 122 OFFICE 123 CLOSET 124 OFFICE 121 HALLWAY 119 OFFICE 120 OFFICE 122 OFFICE 123 CLOSET 124 OFFICE 121 L EK C A NHCSYORYROGERG E N G I N E ER IA ONAL I C A L L I F O R R O F E S ECHAN OF CA No. M33299 S I N R R E G I STE E D P S T A TE M Date: 5/21/24 1 PLUMBING FLOOR PLAN SCALE: 3/16" = 1'-0"1 SEI GRS As noted 04/05/24 CHARLES SCHWABARCADIA 134 E. Huntington Dr.Arcadia, CA 91006 23.0003665 20 2 4 A B C D E F G H J K L M N P 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 181716151413121110987654321 C INFORMATION PROJECT #: SCALE: REVIEWED BY: DRAWN BY: ISSUE ISSUED FOR PROJECT SHEET INFORMATION INFORMATION REVISIONS CLIENT REVIEW PERMIT LANDLORD REVIEW CONTRACTOR SHALL BUILDONLY FROM SETS STAMPED"CONSTRUCTION SET" HEREIN BID Th i s d r a w i n g , p r i n t e d o r o t h e r w i s e , i s t h e c o p y r i g h t e d p r o p e r t y o f N e l c o A r c h i t e c t u r e , I n c . T h e d r a w i n g m a y n o t b e u s e d , r e p r o d u c e d o r c o p i e d w i t h o u t t h e p e r m i s s i o n o f N e l c o A r c h i t e c t u r e , I n c . NELCO ARCHITECTURE, INC. CONSULTANT LOGO NELSO www.nelsonworldwide.com 513 241 3000 Cincinnati, OH 45202 201 E. 4th. Street, Suite 1700 23 1 0 7 2 SE J O B # : New York Omaha HonoluluMiamiLos Angeles Seattle 04/22/24 04/22/24 04/29/24 1 PERMITTING COMMENTS 05/21/24 P1.1 NORTH L E K C A NHCSYORYROGERG E N G I N E ER IA ONAL I C A L L I F O R R O F E S ECHAN OF CA No. M33299 S I N R R E G ISTE E D P S T A TE M Date: 5/21/24 --10VALVE WATER CLOSET LAVATORY/SINK URINAL TANK WATER CLOSET 1.5 5 5 1.5 -- -- FIXTURE UNIT TABULATION FIXTURE COLD HOT NOT TO SCALE WATER HAMMER ARRESTERS1 JANITOR'S SINK 3 3 SHOWER/BATHTUB 2 2 1/2"A 1-1/4" B D E F C 2" 1-1/2" 155-330 114-154 1-11 12-32 61-113 33-601" 3/4"MULTIPLE FIXTURES SINGLE FIXTURE INSTRUCTIONS MANUFACTURER'S STANDARDS AND INSTALL PER PDI "A" PDI SIZE SEI GRS As noted 04/05/24 CHARLES SCHWABARCADIA 134 E. Huntington Dr.Arcadia, CA 91006 23.0003665 20 2 4 A B C D E F G H J K L M N P 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 181716151413121110987654321 C INFORMATION PROJECT #: SCALE: REVIEWED BY: DRAWN BY: ISSUE ISSUED FOR PROJECT SHEET INFORMATION INFORMATION REVISIONS CLIENT REVIEW PERMIT LANDLORD REVIEW CONTRACTOR SHALL BUILDONLY FROM SETS STAMPED"CONSTRUCTION SET" HEREIN BID Th i s d r a w i n g , p r i n t e d o r o t h e r w i s e , i s t h e c o p y r i g h t e d p r o p e r t y o f N e l c o A r c h i t e c t u r e , I n c . T h e d r a wi n g m a y n o t b e u s e d , r e p r o d u c e d o r c o p i e d w i t h o u t t h e p e r m i s s i o n o f N e l c o A r c h i t e c t u r e , I n c . NELCO ARCHITECTURE, INC. CONSULTANT LOGO NELSO www.nelsonworldwide.com 513 241 3000 Cincinnati, OH 45202 201 E. 4th. Street, Suite 1700 23 1 0 7 2 SE J O B # : New York Omaha HonoluluMiamiLos Angeles Seattle 04/22/24 04/22/24 04/29/24 1 PERMITTING COMMENTS 05/21/24 P1.2 SONITROL KEY-PAD MOUNTED AT 48" AFF. (TO TOP OF THE DEVICE) FIRE ALARM AUDIBLE/VISUAL DEVICE (IF REQUIRED) MOUNTED AT 80" AFF (TO THE THERMOSTAT MOUNTED AT 48" AFF. (TO TOP OF DEVICE) 20A 120V DUPLEX RECEPTACLE MOUNTED AT 18" AFF. 5. DATA PORT MOUNTED AT 18" AFF.6. BOTTOM OF THE DEVICE). LIGHT SWITCH MOUNTED AT 40" AFF.2. 3. 4. 1. * WHERE A THERMOSTAT AND KEYPAD ARE TO BE ALIGNED, ALIGN THE THERMOSTAT VERTICALLY WITH OTHERDEVICES AND MOUNT THEKEYPAD ADJACENT TO THE THERMOSTAT * NOTE MULTIPLE DEVICES ARE TO BE ALIGNED VERTICALLY ABOUT THEIR CENTER-LINES DEVICE ALIGNMENT DETAIL NOTES CENTER LINE 18" 40" 80"48" L EK C A NHCSYORYROGERG E N G I N E ER IA ONAL I C A L L I F O R R O F E S ECHAN OF CA No. M33299 S I N R R E G I STE E D P S T A TE M Date: 5/21/24 1 SEI GRS As noted 04/05/24 CHARLES SCHWABARCADIA 134 E. Huntington Dr.Arcadia, CA 91006 23.0003665 20 2 4 A B C D E F G H J K L M N P 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 181716151413121110987654321 C INFORMATION PROJECT #: SCALE: REVIEWED BY: DRAWN BY: ISSUE ISSUED FOR PROJECT SHEET INFORMATION INFORMATION REVISIONS CLIENT REVIEW PERMIT LANDLORD REVIEW CONTRACTOR SHALL BUILDONLY FROM SETS STAMPED"CONSTRUCTION SET" HEREIN BID Th i s d r a w i n g , p r i n t e d o r o t h e r w i s e , i s t h e c o p y r i g h t e d p r o p e r t y o f N e l c o A r c h i t e c t u r e , I n c . T h e d r a w i n g m a y n o t b e u s e d , r e p r o d u c e d o r c o p i e d w i t h o u t t h e p e r m i s s i o n o f N e l c o A r c h i t e c t u r e , I n c . NELCO ARCHITECTURE, INC. CONSULTANT LOGO NELSO www.nelsonworldwide.com 513 241 3000 Cincinnati, OH 45202 201 E. 4th. Street, Suite 1700 23 1 0 7 2 SE J O B # : New York Omaha HonoluluMiamiLos Angeles Seattle 04/22/24 04/22/24 04/29/24 1 PERMITTING COMMENTS 05/21/24 P1.3 L EK C A NHCSYORYROGERG E N G I N E ER IA ONAL I C A L L I F O R R O F E S ECHAN OF CA No. M33299 S I N R R E G I STE E D P S T A TE M Date: 5/21/24 SEI GRS As noted 04/05/24 CHARLES SCHWABARCADIA 134 E. Huntington Dr.Arcadia, CA 91006 23.0003665 20 2 4 A B C D E F G H J K L M N P 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 181716151413121110987654321 C INFORMATION PROJECT #: SCALE: REVIEWED BY: DRAWN BY: ISSUE ISSUED FOR PROJECT SHEET INFORMATION INFORMATION REVISIONS CLIENT REVIEW PERMIT LANDLORD REVIEW CONTRACTOR SHALL BUILDONLY FROM SETS STAMPED"CONSTRUCTION SET" HEREIN BID Th i s d r a w i n g , p r i n t e d o r o t h e r w i s e , i s t h e c o p y r i g h t e d p r o p e r t y o f N e l c o A r c h i t e c t u r e , I n c . T h e d r a w i n g m a y n o t b e u s e d , r e p r o d u c e d o r c o p i e d w i t h o u t t h e p e r m i s s i o n o f N e l c o A r c h i t e c t u r e , I n c . NELCO ARCHITECTURE, INC. CONSULTANT LOGO NELSO www.nelsonworldwide.com 513 241 3000 Cincinnati, OH 45202 201 E. 4th. Street, Suite 1700 23 1 0 7 2 SE J O B # : New York Omaha HonoluluMiamiLos Angeles Seattle 04/22/24 04/22/24 04/29/24 1 PERMITTING COMMENTS 05/21/24 P1.4 STRUCTURAL S0.1 GENERAL NOTES, ABBREVIATIONS, SYMBOLS AND DRAWING INDEX S1.0 ROOF FRAMING PLAN AND DETAILS SYMBOL DESCRIPTION DETAIL CUT NUMBER DETAIL SHEET NUMBER DENOTES REFERENCE ELEVATION (+18'-0")DENOTES ELEVATION DENOTES EXISTING CONSTRUCTION DENOTES MEP EQUIPMENT WITH MAX. OPERATING WEIGHT OF "XXX" LBS (POUNDS), INCLUDES WEIGHT OF CURB. SX.X X LEVEL (+X'-X") RTU-1 XXX LBS GENERAL NOTES ABBREVIATIONS SYMBOLS DRAWING INDEX S0.1 & AND @ AT A.B. ANCHOR BOLT A.C.I. AMERICAN CONCRETE INSTITUTE ADD'L ADDITIONAL AESS ARCHITECTURAL EXPOSED STRUCTURAL STEEL ADJ. ADJACENT AISC AMERICAN INSTITUTE OF STEEL CONSTRUCTION ALT. ALTERNATIVE APPROX. APPROXIMATE ARCH. ARCHITECTURAL ASD ALLOWABLE STRENGTH DESIGN ASTM AMERICAN SOCIETY FOR TESTING AND MATERIALS AWS AMERICAN WELDING SOCIETY BLDG BUILDING BLK'G BLOCKING BLW BELOW BM BEAM B.N. BOUNDARY NAIL BOT. BOTTOM B.O. BOTTOM OF BRG BEARING B.S. BOTH SIDES BTWN BETWEEN C CAMBER CCR CALIFORNIA CODE OF REGULATIONS C.L., CENTER LINE CLG CEILING CANT. CANTILEVER COND. CONDITION C.B. COLUMN BASE CBC CALIFORNIA BUILDING CODE C.C. CENTER TO CENTER C.I.P. CAST-IN-PLACE C.J. CONSTRUCTION JOINT CJP COMPLETE JOINT PENETRATION CLR CLEAR CMU CONCRETE MASONRY UNIT COL. COLUMN CONC. CONCRETE CONN. CONNECTION CONT. CONTINUOUS C.P. COMPLETE PENETRATION CTR CENTER CTRSK COUNTERSINK CTBR COUNTERBORE DBL DOUBLE DC DEMAND CRITICAL (WELD) DO DITTO DET. DETAIL D.F. DOUGLAS FIR D.P. DRILLED PIER DWG(S). DRAWING(S) DIA., Ø DIAMETER DIAG. DIAGONAL DL DEAD LOAD DN DOWN (E) EXISTING EA. EACH E.F. EACH FACE E.J. EXPANSION JOINT EL. OR ELEV. ELEVATION ELEC. ELECTRICAL EMBED. EMBEDMENT E.N. END (OR EDGE) NAILING EQ. EQUAL EQUIP. EQUIPMENT E.S. EACH SIDE E.W. EACH WAY EXT. EXTERIOR E.O.D. EDGE OF DECK E.O.S. EDGE OF SLAB FDN FOUNDATION F.F. FINISH FLOOR F.G. FINISH GRADE FIN. FINISH F.N. FIELD NAIL F.S. FAR SIDE FL. OR FLR FLOOR F.O.C. FACE OF CONCRETE F.O.M. FACE OF MASONRY F.O.S. FACE OF STUD FRM'G FRAMING FRP FIBER REINFORCED POLYMER FOOTING FT FOOT, FEET GA. GAUGE GALV. GALVANIZED GB GRADE BEAM GL GRIDLINE GR. GRADE GLB GLUE LAMINATED BEAM GYP. GYPSUM BOARD HGR HANGER HK HOOK H.D. HOLD-DOWN HDR HEADER HGR HANGER HORIZ. HORIZONTAL H.S.B. HIGH STRENGTH BOLT HSS HOLLOW STRUCTURAL SECTION HT HEIGHT I.B.C. INTERNATIONAL BUILDING CODE I.C.C. INTERNATIONAL CODE COUNCIL IN. INCH, INCHES INT. INTERIOR INV. INVERTED J.H. JOIST HANGER JT JOINT JST JOIST K KIP KSI KIPS PER SQUARE INCH LBS POUNDS LL LIVE LOAD LLH LONG LEG HORIZONTAL LLV LONG LEG VERTICAL LONG. LONGITUDINAL LT LIGHT LT WT LIGHT WEIGHT LWC LIGHTWEIGHT CONCRETE LVL LAMINATED VENEER LUMBER MAX. MAXIMUM M.B. UNFINISHED MACHINE BOLTS MECH. MECHANICAL MET. METAL MFR MANUFACTURER MIN. MINIMUM MISC. MISCELLANEOUS (N) NEW NO., # NUMBER N.I.C. NOT IN CONTRACT NOM. NOMINAL N.T.S. NOT TO SCALE N.S. NEAR SIDE NWC NORMAL WEIGHT CONCRETE NWT NORMAL WEIGHT O/ OVER O.C. ON CENTER O.(I.)D. OUTSIDE (INSIDE) DIAMETER O.H. OPPOSITE HAND OP'G OPENING OPP. OPPOSITE OWJ OPEN-WEB JOIST OWG OPEN-WEB GIRDER OOP OUT OF PLANE P.A. PURLIN ANCHOR PART. PARTIAL P.C. PILE CAP P/C PRECAST P.A.F. POWDER-ACTUATED FASTENER PJ PANEL JOINT PJP PARTIAL JOINT PENETRATION PL., PLATE PLY. PLYWOOD P.P. PARTIAL PENETRATION (WELD) PSF POUNDS PER SQUARE FOOT PSI POUNDS PER SQUARE INCH PSL PARALLEL-STRAND LUMBER PT POINT PW PUDDLE WELD PWJ PLYWOOD WEB JOISTS P.T. PRESSURE TREATED OR POST-TENSIONED PTN PARTITION RAD. RADIUS R.D. ROOF DRAIN REF. REFERENCE REINF. REINFORCEMENT REQ'D REQUIRED REQ'TS REQUIREMENTS RF ROOF RND ROUND R.O. ROUGH OPENING R.R. REMOVE AND REPLACE RWD REDWOOD S.A.D. SEE ARCHITECTURAL DRAWINGS S.C.D. SEE CIVIL DRAWINGS SCHED. SCHEDULE SECT. SECTION S.E.D. SEE ELECTRICAL DRAWINGS SFBC SAN FRANCISCO BUILDING CODE SFRS SEISMIC FORCE RESISTING SYSTEM SHT'G SHEATHING SHT SHEET SIM. SIMILAR S.L.D. SEE LANDSCAPE DRAWINGS S.L.R.S. SEISMIC LOAD RESISTING SYSTEM S.M.D. SEE MECHANICAL DRAWINGS S.M.S. SHEET METAL SCREW S.O.G. SLAB-ON-GRADE SPA. SPACE SPEC. SPECIFICATION S.P. SOUTHERN PINE SQ. SQUARE S.S. STAINLESS STEEL S.T. STRAP TIE STAGG. STAGGERED STD STANDARD STL STEEL STRUCT. STRUCTURAL SYMM. SYMMETRICAL T&B TOP AND BOTTOM T&G TONGUE AND GROOVE THD THREADED T.O. TOP OF T.D. TIE DOWN T.N. TOE NAIL T.O.C. TOP OF CONCRETE T.O.S. TOP OF STEEL T.O.W. TOP OF WALL T.P. TOP OF PLATE T.S. TUBE STEEL (HOLLOW STRUCTURAL SECTION) T.W. TOP OF WALL TYP. TYPICAL U.O.N. UNLESS OTHERWISE NOTED VERT. VERTICAL V.I.F. VERIFY IN FIELD W/ WITH W/O WITHOUT WF WIDE FLANGE W.P. WORK POINT WT WEIGHT WHS WELDED HEADED STUD WTS WELDED THREADED STUD WWF WELDED WIRE FABRIC I. GENERAL: A.SEE DRAWINGS OTHER THAN STRUCTURAL FOR: KINDS OF FLOOR FINISH AND THEIR LOCATION, FOR DEPRESSIONS IN FLOOR SLAB, FOR OPENINGS IN WALLS AND FLOORS REQUIRED BY ARCHITECTURAL AND MECHANICAL FEATURES, FOR STAIR, CURB, ETC. B.NO PIPES OR DUCTS SHALL BE PLACED IN SLABS OR WALLS UNLESS SPECIFICALLY DETAILED OR APPROVED BY THE ARCHITECT. C.DRAWINGS REPRESENT FINISHED STRUCTURE. CONTRACTOR SHALL BE RESPONSIBLE FOR MEANS AND METHODS OF CONSTRUCTION, INCLUDING BUT NOT LIMITED TO SHORING AND TEMPORARY BRACING. THE CONTRACTOR SHALL TAKE ALL NECESSARY MEASURES TO ENSURE SAFETY OF ALL PERSONS AND STRUCTURES AT THE SITE AND ADJACENT TO THE SITE. OBSERVATION VISITS TO THE SITE BY THE ARCHITECT, ENGINEER OR CONSTRUCTION MANAGER SHALL NOT RELIEVE THE CONTRACTOR OF SUCH RESPONSIBILITY. D.EXISTING CONSTRUCTION SHOWN ON THESE DRAWINGS WAS OBTAINED FROM EXISTING DRAWINGS AND CAN BE USED FOR BIDDING PURPOSES. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONSTRUCTION OF EXISTING BUILDING OR NEW CONSTRUCTION AT THE JOB SITE BEFORE COMMENCING WORK AND SHALL REPORT ANY DISCREPANCIES TO THE ARCHITECT. E.OMISSIONS OR CONFLICTS BETWEEN VARIOUS ELEMENTS OF THE DRAWINGS, NOTES, AND DETAILS SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT AND RESOLVED BEFORE PROCEEDING WITH THE WORK. F.DO NOT USE SCALED DIMENSIONS, USE WRITTEN DIMENSIONS. WHERE NO DIMENSION IS PROVIDED, CONSULT THE ARCHITECT FOR CLARIFICATION BEFORE PROCEEDING WITH THE WORK. G.IF CERTAIN FEATURES ARE NOT FULLY SHOWN OR CALLED FOR ON THE DRAWINGS OR SPECIFICATIONS, THEIR CONSTRUCTION SHALL BE OF THE SAME CHARACTER AS FOR SIMILAR CONDITIONS THAT ARE CALLED FOR OR SHOWN. H.IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO OBTAIN ALL NECESSARY LICENSES AND PERMITS. THE CONTRACTOR SHALL CONFORM TO ALL STATE AND LOCAL LAWS GOVERNING THE WORK. I.ALL CONSTRUCTION IS TO BE PERFORMED IN A MANNER TO MINIMIZE IMPACT ON THE CONTINUING OPERATION OF THE BUILDING. CONTRACTOR TO PROVIDE APPROPRIATE BARRIERS BETWEEN CONSTRUCTION SITE AND REMAINDER OF BUILDING. J.THE CONTRACTOR SHALL VERIFY THE LOCATION OF EXISTING UTILITIES BEFORE BEGINNING WORK. SPECIAL CARE SHALL BE TAKEN TO PROTECT UTILITIES THAT ARE TO REMAIN IN SERVICE DURING CONSTRUCTION. K.THE FOUNDATION BEARING SOIL SHALL BE OBSERVED BY OWNER'S GEOTECHNICAL ENGINEER. L.ALL FINISHES, STRUCTURAL ELEMENTS AND ARCHITECTURAL FEATURES DAMAGED BY CONSTRUCTION ARE TO BE REPAIRED AND/OR REPLACED TO MATCH EXISTING CONSTRUCTION. M.THE SCOPE OF WORK INCLUDES CLEAN UP NECESSARY TO LEAVE THE AFFECTED BUILDING IN A NEAT AND USABLE CONDITION. N.WORK SHOWN AS NEW UNLESS NOTED AS EXISTING, (E). TYPICALLY, DARK LINES ON PLANS INDICATE NEW CONSTRUCTION WHILE LIGHT LINES INDICATE EXISTING CONSTRUCTION AS WELL AS REFERENCE ONLY ARCHITECTURAL AND/OR MEP PLAN DRAWINGS. II. DEMOLITION AND CONSTRUCTION SHORING: A.SEE DRAWINGS OTHER THAN STRUCTURAL FOR EXTENT AND LOCATION OF ALL DEMOLITION WORK. B.THE REMOVAL, CUTTING, DRILLING, ETC. OF EXISTING WORK SHALL BE PERFORMED WITH CARE AND SMALL TOOLS IN ORDER NOT TO JEOPARDIZE THE STRUCTURAL INTEGRITY OF THE EXISTING BUILDING. DO NOT OVERCUT. IF STRUCTURAL MEMBERS NOT INDICATED FOR REMOVAL INTERFERE WITH THE NEW WORK, THE ARCHITECT SHALL BE IMMEDIATELY NOTIFIED AND PRIOR APPROVAL OBTAINED BEFORE REMOVAL OF MEMBERS. C.THE CONTRACTOR SHALL SAFELY SHORE EXISTING CONSTRUCTION WHEREVER EXISTING SUPPORTS ARE REMOVED TO ALLOW THE INSTALLATION OF THE NEW WORK. THE EXISTING CONSTRUCTION SHALL BE CONNECTED AND/OR EMBEDDED INTO THE NEW CONSTRUCTION AS SHOWN OR SPECIFIED. SHORING SHALL REMAIN IN PLACE UNTIL ALL NEW CONSTRUCTION HAS BEEN COMPLETED. D.ALL SHORING METHODS AND SEQUENCING OF DEMOLITION SHALL BE SPECIFIED BY A LICENSED STRUCTURAL ENGINEER TO BE RETAINED BY THE CONTRACTOR. III. SEQUENCE OF CONSTRUCTION: A.ISOLATE CONSTRUCTION SITE FROM BALANCE OF EXISTING BUILDING. B.SHORE AND EXCAVATE AS REQUIRED. C.DEMOLISH EXISTING ELEMENTS AS REQUIRED. D.CONSTRUCT NEW FOOTINGS, WALLS, AND STRUCTURAL ELEMENTS PER DRAWINGS. E.REPAIR ALL STRUCTURAL FEATURES AS REQUIRED. F.PROVIDE FINISHES AND ARCHITECTURAL FEATURES PER ARCHITECTURAL DRAWINGS. IV. DESIGN BASIS: A.APPLICABLE CODE: CALIFORNIA BUILDING CODE (CBC), 2022 EDITION. B.RISK CATEGORY: CATEGORY II C.VERTICAL LIVE LOAD: 1.ROOF: 20 PSF PLUS MECHANICAL D.LATERAL LOADS: 1.WIND: DESIGN WIND PRESSURE: 95mph (3 SEC. GUST), EXPOSURE C INTERNAL PRESSURE COEFFICIENT (GCpi) = ±0.18 2.SEISMIC: LATITUDE = 34.1399, LONGITUDE = -118.0269 IE = 1.0 SITE CLASS D - DEFAULT SS = 1.946g, S1 = 0.708g Fa = 1.2, FV = N/A SDS = 1.557g, SD1 = N/A SEISMIC DESIGN CATEGORY: D ANALYSIS PROCEDURE: SEISMIC DESIGN FOR NON-STRUCTURAL COMPONENTS ap = 2.5 Rp = 2.5 Ωo = 2 Fp = 1.87 Wp V. MATERIALS A.WOOD 1.FRAMING LUMBER - DOUGLAS FIR; a.JOISTS AND RAFTERS: NO.1. b.STUDS, POSTS, BEAMS AND HEADERS: NO.1 c.PLATES, BLOCKS, LIGHT FRAMING AND MISC.: NO.2. d.ALL LUMBER IN CONTACT WITH CONCRETE OR MASONRY TO BE PRESERVATIVE TREATED. e.LUMBER MOISTURE CONTENT SHALL NOT EXCEED 19% BEFORE BEING INSTALLED, AND 15% BEFORE APPLYING FINISHES TO BOTH SIDES OF WALLS, FLOORS, OR ROOFS. 2.SHEATHING: a.TYPICAL ROOF SHEATHING: 1532 INCH C-D EXPOSURE 1 APA RATED 32/16. b.TYPICAL FLOOR SHEATHING: 34 INCH APA RATED 32/16 EXPOSURE 1, WITH TONGUE AND GROOVE EDGES. c.TYPICAL WALL SHEATHING: 1532 INCH C-D, INTERIOR APA RATED 32/16. 3.FRAMING HARDWARE: AS MANUFACTURED BY SIMPSON STRONG-TIE COMPANY, INC. OR APPROVED EQUIVALENT, SIMPSON DESIGNATIONS USED. 4.NAILS: COMMON WIRE GAUGE, U.O.N. NAILING TO CONFORM TO CBC TABLE 23O4.9.1, U.O.N. 5.BOLTS: ASTM A307. B.STEEL 1.ANGLES: ASTM A36 2.THREADED RODS: ASTM A36 FILE PATH: R:\BIM-Projects\2406410\CAD\Details\24064S01.dwg May 20, 2024 - 9:33am SWollenweber AT T A C H E D X R E F S : 2 4 0 6 4 T B [ . . \ 2 4 0 6 4 T B . d w g ] 2 4 0 6 4 T B I F B [ . . \ 2 4 0 6 4 T B I F B . d w g ] A B C D E F G H J K L M N P 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 181716151413121110987654321 C INFORMATION PROJECT #: SCALE: REVIEWED BY: DRAWN BY: ISSUE ISSUED FOR PROJECT SHEET INFORMATION INFORMATION REVISIONS CLIENT REVIEW PERMIT LANDLORD REVIEW CONTRACTOR SHALL BUILD ONLY FROM SETS STAMPED "CONSTRUCTION SET" HEREIN BID Th i s d r a w i n g , p r i n t e d o r o t h e r w i s e , i s t h e c o p y r i g h t e d p r o p e r t y o f N e l c o A r c h i t e c t u r e , I n c . T h e d r a w i n g m a y n o t b e u s e d , r e p r o d u c e d o r c o p i e d w i t h o u t t h e p e r m i s s i o n o f N e l c o A r c h i t e c t u r e , I n c . NELCO ARCHITECTURE, INC. NELSO www.nelsonworldwide.com Cincinnati, OH 45202 201 E. 4th. Street, Suite 1700 CHARLES SCHWAB ARCADIA 134 E. Huntington Dr. Arcadia, CA 91006 23.0003665 20 2 4 US E R : S W O L L E N W E B E R P L O T T E D : 5 / 2 0 / 2 0 2 4 - 9 : 3 3 A M R : \ B I M - P r o j e c t s \ 2 4 0 6 4 1 0 \ C A D \ D e t a i l s \ 2 4 0 6 4 S 0 1 . d w g L A Y O U T : S 0 . 1 04/29/24 MH SRR As noted 1 PERMITTING COMMENTS 05/21/24 04/05/24 04/22/24 04/22/24 FCU-3 175 LBS FCU-4 175 LBS FCU-1 150 LBS FCU-2 175 LBS (E ) W O O D B O W S T R I N G T R U S S (E ) W O O D B O W S T R I N G T R U S S (E ) W O O D B O W S T R I N G T R U S S (E ) W O O D B O W S T R I N G T R U S S (E) 2X JOIST @ 24 " O.C., TYP.(E) 2X JOIST @ 24 " O.C., TYP. 2TYP.- S1.0 4 - TOLCO ROD STIFFENER N.T.S. 4" MA X . 1" M A X TY P . 4" MA X . a STEEL CABLE BRACE, SEE 2a/- THREADED ROD W/ STRUT STIFFENER TOLCO FIG. 98B ROD STIFFENER @13" O.C.. TIGHTEN UNTIL BREAK-OFF BOLT HEAD BREAKS OFF. B-LINE B22 SOLID PUNCHED OR SLOTTED CHANNEL THREADED ROD 1 TO 2 1 3 - SEISMIC CABLE BRACING CONN. 112" = 1'-0" THREADED ROD W/ STRUT STIFFENER, SEE 4/-. STEEL CABLE BRACE, SEE 2a/- TOLCO FIG. 991 OR EQUIV.MECH. UNIT MECH. UNIT PER PLAN a MECH. UNIT 18"Ø (7X7 GALV) STEEL CABLE OR WIRE, TYP. MIN. AXIAL CABLE CAPACITY = 180 LBS. (900 LBS. BREAKING STRENGTH) 45° ±5 " TYP. 2 - SUSPENDED MECHANICAL UNIT FROM EXISTING 2X ROOF JOISTS N.T.S. 6 -TYP. 3 -TYP (E) WOOD DECK a PLAN a SECTION 1 - ROOF FRAMING PLAN 14" = 1'-0" N NOTES: 1.FOR LOCATIONS OF SUSPENDED FCU AND OTHER MECH. UNITS S.M.D. ALL MECH. UNITS ARE REPLACING (E) MECH. UNITS OF THE SAME WEIGHT, IN THE SAME LOCATION. 2.FOR NEW INTERIOR WORK AND FINISHES S.A.D. (E) 2x ROOF JOISTS, TYP. 6 - CABLE BRACE CONNECTION AT EXISTING 2X ROOF JOISTS 1"=1'-0" a a SECTION T.O. (E) DECK 112"112"4" 1" 2" 3 12" MI N . (2) 12"Ø A307 BOLT,STD NUT & WASHER (E) 2X JOIST L4x4x3 8 STEEL CABLE BRACE, SEE 2a/- TOLCO FIG. 991 OR EQUIV. STEEL CABLE BRACE, SEE 2a/- T.O. (E) DECK 5 - THREADED ROD CONN. AT EXISTING 2X ROOF JOISTS 1"=1'-0" a SECTION L4x4x38 12"Ø A307 BOLT, TYP. 3 12" MI N . 112"4"112" 2" 1" STD NUT & WASHER (E) 2X JOIST DBL NUT T.O. (E) DECK 38"Ø THREADED ROD W/ STRUT STIFFENER.a ISOLATOR, SEE DETAIL a AREA OF WORK T.O. (E) DECK 38"Ø THREADED ROD W/ STRUT STIFFENER. MASON RW30N, 1" DEF. ISOLATOR OR EQUIV. T.O. (E) DECK STD NUT & WASHER (E) 2x JOIST OR BLK'G ISOLATOR 5 - 4x BLOCK W/ A34 AT EA. END W/ (8) 0.131x112 NAILS, TYP. 5a -SIM. NOTE: ATTACH TO 4x BLK'G AT SIM COND. NOTE: (E) SUPPORTS MAY BE UTILIZED IF OF SAME SIZE AS SPECIFIED ON THESE DRAWINGS AT CONTRACTOR'S OPTION. A35 W/ (8) #6 x12 SCREWS AT (E) DECK, TYP. (E) JOIST OR (N) BLOCKING WHERE OCCURS 1 TO 2 1 1 TO 2 1 TOLCO FIG. 991 OR EQUIV. BLK'G, SEE 2/- 2" MAX. FILE PATH: R:\BIM-Projects\2406410\CAD\Details\24064S10.dwg May 20, 2024 - 9:33am SWollenweber AT T A C H E D X R E F S : 2 4 0 6 4 T B [ . . \ 2 4 0 6 4 T B . d w g ] M 0 . 1 - P R E L I M [ . . \ M e c h \ M 0 . 1 - P R E L I M . d w g ] 2 4 0 6 4 T B I F B [ . . \ 2 4 0 6 4 T B I F B . d w g ] A B C D E F G H J K L M N P 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 181716151413121110987654321 C INFORMATION PROJECT #: SCALE: REVIEWED BY: DRAWN BY: ISSUE ISSUED FOR PROJECT SHEET INFORMATION INFORMATION REVISIONS CLIENT REVIEW PERMIT LANDLORD REVIEW CONTRACTOR SHALL BUILD ONLY FROM SETS STAMPED "CONSTRUCTION SET" HEREIN BID Th i s d r a w i n g , p r i n t e d o r o t h e r w i s e , i s t h e c o p y r i g h t e d p r o p e r t y o f N e l c o A r c h i t e c t u r e , I n c . T h e d r a w i n g m a y n o t b e u s e d , r e p r o d u c e d o r c o p i e d w i t h o u t t h e p e r m i s s i o n o f N e l c o A r c h i t e c t u r e , I n c . NELCO ARCHITECTURE, INC. NELSO www.nelsonworldwide.com Cincinnati, OH 45202 201 E. 4th. Street, Suite 1700 CHARLES SCHWAB ARCADIA 134 E. Huntington Dr. Arcadia, CA 91006 23.0003665 20 2 4 US E R : S W O L L E N W E B E R P L O T T E D : 5 / 2 0 / 2 0 2 4 - 9 : 3 3 A M R : \ B I M - P r o j e c t s \ 2 4 0 6 4 1 0 \ C A D \ D e t a i l s \ 2 4 0 6 4 S 1 0 . d w g L A Y O U T : S 1 . 0 04/29/24 MH SRR As noted 1 PERMITTING COMMENTS 05/21/24 04/05/24 04/22/24 04/22/24