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Home My WebLink About1400 S Baldwin Ave - 2024 - TI U.S. BankLANDLORD REFER TO JLL PROJECT MANAGER ARCHITECTURE AND INTERIOR DESIGN RSP Architects, Ltd. 1220 Marshall St NE Minneapolis, Minnesota 55413-1036 Phone: (612) 677-7100 Fax: (612) 677-7499 Project Contacts: Megan Luken, Project Contact (612) 677-7479 megan.luken@rsparch.com PROJECT MANAGER GENERAL CONTRACTOR JLL 200 E Randolph St #430 Chicago, IL 60601 Project Contact: Trinda Maxwell, Project Manager (701) 441-0516 trinda.maxwell@jll.com REFER TO JLL PROJECT MANAGER U.S. BANK FLOORING PARTNERSHIP Shaw Contract Project Contact: Nadine Heithaus, Senior Account Manager (513) 479-8557 nadine.heithaus@shawinc.com FURNITURE VENDOR Atmosphere Commercial Interiors 81 South 9th Street, Suite 350 Minneapolis, MN 55402 Phone: (612) 343-8522 Project Contact: Craig Hauser, Account Manager (763) 348-2114 craig.hauser@atmosphereci.com MILLWORK VENDOR Ohio Woodworking Co Inc. 5035 Beech Street Cincinnati, OH 45212 Project Contact: Pamela Deak (513) 631-0870 pamela@ohiowoodworkingcompany.com U.S. BANK SECURITY U.S. Bank Project Contact: Jessica Geres (651) 435-7592 jessica.geres@usbank.com GRAPHICS - INTERIOR MLE Group Project Contact: Christine Wolniak christine/wolniak@mleinc.com (630)220-8784 ARTWORK Art Force 600 County Rd D West STE 15 New Brighton, MN 55112 Project Contact: Leslie Palmer-Ross lpr@artforce.org (763)567-7205 U.S. BANK EQUIPMENT Convergint Project Contact: Dave Kasmer dave.kasmer@convergint.com GENERAL AREA OF WORK ADJACENT TENANT (AREA OF NO WORK) LEGEND PROJECT NUMBER: CLIENT PROJECT NUMBER: CA - ARCADIA, US BANK SMALL PROJECT 1400 S. BLADWIN AVE, ARCADIA, CA 91007 1485.486BED 486BED DRAWINGS ISSUES SHEET NO.NAME PE R M I T S E T - 0 9 / 2 9 / 2 0 2 3 GENERAL G000 COVER SHEET 1 G001 ABBREVIATIONS, DRAWING SYMBOLS, GENERAL NOTES 1 G002 RESTROOM MOUNTING HEIGHTS AND DETAILS 1 G101 FIRE AND LIFE SAFETY PLAN, CODE ANALYSIS 1 ARCHITECTURAL SITE A001 SITE PLAN AND DETAILS 1 DEMOLITION D101 GROUND FLOOR DEMOLITION FLOOR PLAN AND DEMOLITION REFLECTED CEILING PLAN 1 ARCHITECTURAL A101 GROUND FLOOR ARCHITECTRAL, POWER AND COMMUNICATIONS PLAN AND REFLECTED CEILING PLAN 1 A301 DOOR SCHEDULE, DOOR TYPES, DOOR HARDWARE, FRAME TYPES, PARTITION TYPES AND DETAILS 1 A320 SEISMIC INTERIOR DETAILS 1 A901 MILLWORK ELEVATION AND DETAILS 1 A950 CEILING DETAILS 1 INTERIORS i101 GROUND FLOOR FINISH PLAN 1 i301 GROUND FLOOR FURNITURE PLAN 1 SPECIFICATIONS SPEC 01 SPECIFICATIONS 1 SPEC 02 SPECIFICATIONS 1 SPEC 03 SPECIFICATIONS 1 SPEC 04 SPECIFICATIONS 1 SPEC 05 SPECIFICATIONS 1 SPEC 06 SPECIFICATIONS 1 SPEC 07 SPECIFICATIONS 1 SPEC 08 SPECIFICATIONS 1 PROJECT TEAM DOCUMENT PACKAGE SHEET INDEX ISSUED:09/29/2023 PACKAGE:PERMIT SET LOCATION MAP KEY PLAN SITE LOCATION Project For Sheet Issues / Revisions Certification Project No. Drawn By Checked By Date NOTICE: The designs shown and described herein including all technical drawings, graphics, and models thereof, are proprietary and cannot be copied, duplicated or commercially exploited, in whole or in part, without express written permission of RSP Architects. These are available for limited review and evaluation by clients, consultants, contractors, government agencies, vendors and office personnel only in accordance with this Notice. © Copyright RSP Architects 2023. All rights reserved. Consultants Expiration date License Number Name 1220 Marshall Street NE Minneapolis Minnesota 55413-1036 612.677.7100 612.677.7499 fax www.rsparch.com RSP Architects Project Contact: Megan Luken 612.677.7479 ALL BIDDING QUESTIONS TO BE DIRECTED TO THE JLL PROJECT MANAGERS. SEE SHEET G000. Date Signed 02/28/2025 9/28/2023 4:10:07 PM BIM 360://US Bank Corporate 2020/A20_CA Arcadia - Lvl 1.rvt COVER SHEET 1485.486BED RP MACL 09/29/2023 G000 C38207 Scott M. Klopfer 1400 S. BLADWIN AVE, ARCADIA, CA 91007 09/29/2023 ALL BIDDING QUESTIONS TO BE DIRECTED TO THE JLL PROJECT MANAGERS.ISSUE KEY: 1 - ISSUED (WITH SIGNATURE) 2 - REVISED AND RE-ISSUED (WITH SIGNATURE) 3 - NOT FOR CONSTRUCTION - REFERENCE ONLY 4 - RE-ISSUED FROM A PRIOR BID PACK - NO REVISIONS 5 - ISSUED (NO SIGNATURE) 6 - REVISED AND RE-ISSUED (NO SIGNATURE) CODE SUMMARY PROJECT DESCRIPTION PARTIAL INTERIOR REMODEL FOR U.S. BANK OF AN EXISTING OCCUPIED 4,164 GROSS SQUARE FOOT SINGLE-TENANT BUILDING. OCCUPANCY IS BUSINESS GROUP B AND REMAINS UNCHANGED. APPLICABLE CODES BUILDING CODE: 2022 CALIFORNIA BUILDING CODE (TITLE 24, PARTS 1 & 2) EXISTING BUILDING CODE: 2022 CALIFORNIA EXISTING BUILDING CODE (TITLE 24, PART 10) ELECTRICAL CODE: 2022 CALIFORNIA ELECTRICAL CODE (TITLE 24, PART 3) FIRE CODE: 2022 CALIFORNIA FIRE CODE (TITLE 24, PART 9) ACCESSIBILITY: 2022 CALIFORNIA BUILDING CODE; CHAPTER 11B REFER TO SHEET G101 FOR COMPLETE LIFE SAFETY PLAN AND CODE ANALYSIS. PLAN NORTH N TRUE NORTH TRUE NORTH AREA OF WORK No. Date Description 02/28/202302/28/2025 09/29/2023 ABBREVIATIONS ABV. ABOVE A.F.F. ABOVE FINISH FLOOR ACC. PNL. ACCESS PANEL ACOUS. ACOUSTICAL A.C.T. ACOUSTICAL CEILING TILE ADD. ADDENDUM ADD'N(L) ADDITION(AL) ADJ. ADJACENT ALT. ALTERNATE ALUM. ALUMINUM ANCH. ANCHOR(AGE) ANOD. ANODIZED & AND "L" ANGLE ANTQ. ANTIQUE APT. APARTMENT APPVD. APPROVED ARCH. ARCHITECT OR ARCHITECTURAL @ AT ART. ARTWORK ATT. ATTACH(ED) (MENT) AVG. AVERAGE A B. BASE MATERIAL BM. BEAM BRG. BEARING B.MK. BENCH MARK BTWN. BETWEEN BLK. BLOCK BLKG. BLOCKING BD. BOARD BOT. BOTTOM BRKT. BRACKET BRNZ. BRONZE BLDG. BUILDING B.S. BUILDING STANDARD B.BD. BULLETIN BOARD B CAB. CABINET CPT. CARPET CSWRK. CASEWORK C.I.P. CAST IN PLACE CALK. CAULKING CLG. CEILING CEM. CEMENT CTR. CENTER C.L. CENTER LINE C.T. CERAMIC TILE C.BD. CHALK BOARD CH. CHAIR CR. CHROMIUM, CHROME CIRC. CIRCLE, CIRCULAR CIRCUMFERENCE C.O. CLEANOUT CLR. CLEAR CLR.OPG. CLEAR OPENING CLO. CLOSET CLS. CLOSURE C.W. COLD WATER COL. COLUMN COMP. COMPRESSIBLE COMPR. COMPOSITE CONC. CONCRETE CMU. CONCRETE MASONRY UNIT CONF. CONFERENCE CONST. CONSTRUCTION CONT'D. CONTINUED CONT. CONTINUOUS CONTR. CONTRACTOR CONTRACT C.J. CONTROL JOINT COR. CORNER C.G. CORNER GUARD CORR. CORRIDOR CORRUG. CORRUGATED CTR. COUNTER CRED. CREDENZA C DEM. DEMOLITION DMT. DEMOUNTABLE DET. DETAIL DIAG. DIAGONAL DIA. DIAMETER DIM. DIMENSION DISP. DISPENSER DISPOS. DISPOSAL (or DISPOSER) DIST. DISTANCE DIV. DIVISION DR. DOOR D.O. DOOR OPENING DBL. DOUBLE DN. DOWN DRAP. DRAPERY DWR. DRAWER DW. DRYWALL D.F. DRINKING FOUNTAIN D EA. EACH E. EAST ELEC. ELECTRIC E.W.C. ELECTRIC WATER COOLER ELEV. ELEVATION ELEVR. ELEVATOR EMER. EMERGENCY ENCL. ENCLOSURE ENGR. ENGINEER ENTR. ENTRANCE EQ. EQUAL EQUIP. EQUIPMENT EXH. EXHAUST EXIST. EXISTING EXPAN. EXPANSION E.J. EXPANSION JOINT EXT. EXTERIOR EX. EXISTING E F F.O.F. FACE OF FINISH F.O.S. FACE OF STUD F.O.W. FACE OF WALL F-F FACE TO FACE FAS. FASTEN, FASTENER FIN. FINISH(ED) F.F. FINISH FLOOR F.A. FIRE ALARM F.E. FIRE EXTINGUISHER F.E.C. FIRE EXTINGUISHER CABINET F.H.C. FIRE HOSE CABINET F.H.R. FIRE HOSE RACK F.P. FIREPROOFING FRT. IRE RETARDANT FIX. FIXED FIXT. FIXTURE FLEX. FLEXIBLE FLR. FLOOR F.D. FLOOR DRAIN F. MTD. FLOOR MOUNTED FLOUR. FLUORESCENT FL. FLUSH FT. FOOT OR FEET FTG. FOOTING FDN. FOUNDATION FRM. FRAME FRMG. FRAMING F.S. FULL SIZE(SCALE) FURN. FURNITURE F.B.O. FURNISHED BY OTHERS FUR. FURRED FURR. FURRING FUT. FUTURE G GA. GAGE, GAUGE GALV. GALVANIZED GEN. GENERAL GL. GLASS OR GLAZED G.B. GRAB BAR GRD. GRADE GRND. GROUND GT. GROUT GYP. GYPSUM GYP. BD. GYPSUM BOARD HNDRL. HANDRAIL HDBD. HARDBOARD HDWR. HARDWARE HDWD. HARDWOOD HD. HEAD HTG. HEATING HVAC HEATING VENTILATING AND AIR CONDITIONING HT. HEIGHT H.C. HOLLOW CORE HORIZ. HORIZONTAL H.W. HOT WATER HR. HOUR ICS INFANT CHANGING STATION INCAN. INCANDESCENT INCL. INCLUDE(D)(ING) INFO. INFORMATION I.D. INSIDE DIAMETER INSUL. INSULATION INT. INTERIOR INTM. INTERMEDIATE INV. INVERT JAN. JANITOR JAN. CLO. JANITOR CLOSET JNT. JOINT JTFILL JOINT FILLER JST. JOIST J.B. JUNCTION BOX K.P. KICK PLATE KIT. KITCHEN K.O. KNOCKOUT LAB. LABORATORY LAM. LAMINATE LG. LARGE LAV. LAVATORY L.H. LEFT HAND L.H.R. LEFT HAND REVERSE L. LENGTH LT LIGHT LTWT. LIGHT WEIGHT LTL. LINTEL LKR. LOCKER LOUV. LOUVER(S) LB. POUND MACH. MACHINE MAINT. MAINTENANCE MGR. MANAGER MFGR. MANUFACTURE(ER) MATL. MATERIAL MAX. MAXIMUM MECH. MECHANICAL MED. MEDIUM MET. METAL MEZZ. MEZZANINE MLWK. MILLWORK MIN. MINIMUM MIR. MIRROR MISC. MISCELLANEOUS MTD. MOUNTED MUL. MULLION NAT. NATURAL NEG. NEGATIVE NOM. NORMAL N. NORTH N.I.C. NOT IN CONTRACT N.T.S. NOT TO SCALE NO. NUMBER OFF. OFFICE OPNG. OPENING OPP. OPPOSITE O.H. OPPOSITE HAND ORIG. ORIGINAL OZ. OUNCE O.D. OUTSIDE DIAMETER OTOO OUT TO OUT OVHD. OVERHEAD O.HD. OVERHEAD DOOR O.C. ON CENTER PTD. PAINTED PR. PAIR PNL. PANEL P.T.D. PAPER TOWEL DISPENSER PTN. PARTITION PERM. PERMANENT PERP. PERPENDICULAR PLAS. PLASTER P.LAM. PLASTIC LAMINATE PL. PLATE PL.GL. PLATE GLASS PLBG. PLUMBING PLYWD. PLYWOOD PT. POINT POL. POLISH PORT. PORTABLE PSF. POUNDS PER SQUARE FOOT PREFAB. PREFABRICATED PROD. PRODUCTION, PRODUCT PROJ. PROJECT PROP. PROPERTY QUAL. QUALITY QUAN. QUANTITY Q.T. QUARRY TILE RAD. RADIUS RECEP. RECEPTACLE REF. REFERENCE RE: REFER TO REFL. REFLECTED REFR. REFRIGERATOR REINF. REINFORCED REM. REMAINDER REMV. REMOVE REQD. REQUIRED RESIL. RESILIENT R.B. RESILENT BASE R/A RETURN AIR REV. REVISION R.H. RIGHT HAND R.H.R. RIGHT HAND REVERSE RM. ROOM R.O. ROUGH OPENING RND. ROUND SAN. SANITARY S.N.D. SANITARY NAPKIN DISPENSER SC. SCALE SCHED. SCHEDULE SCHEM. SCHEMATIC SEAL. SEALANT SECT. SECTION SERV. SERVICE SHT. SHEET SIM. SIMILAR SPKR. SPEAKER SPEC'L. SPECIAL SPECS. SPECIFICATIONS SQ. SQUARE SF. SQUARE FEET SQ. IN. SQUARE INCHES STAG. STAGGERED S.S. STAINLESS STEEL STD. STANDARD STL. STEEL STOR. STORAGE STRUCT. STRUCTURAL SUP. SUPPLY SUPPORT SUSP. SUSPEND(ED) SYMM. SYMMETRICAL SYST. SYSTEM SCWD. SOLID CORE WOOD T.BD. TACKBOARD TEL. TELEPHONE T.V. TELEVISION TEMPD. TEMPERED TEMP. TEMPORARY THRESH. THRESHOLD T.P.H. TOILET PAPER HOLDER T.O.W. TOP OF WALL T.B. TOWEL BAR T.D. TOWEL DISPENSER TYP. TYPICAL U.L. UNDERWRITERS LABORATORY U.C. UNDERCUT UNFIN. UNFINISHED U.N.O. UNLESS NOTED OTHERWISE UTIL. UTILITY VAR. VARIABLE VNR. VENEER V.I.F. VERIFY IN FIELD VERT. VERTICAL VEST. VESTIBULE VIN. VINYL SHEET GOODS V.B. VINYL BASE V.C.T. VINYL COMPOSITION TILE V.W.C. VINYL WALL COVERING WSCT. WAINSCOT WH. WALL HUNG WC. WATER CLOSET W.H. WATER HEATER W.R. WATER RESISTANT W.P. WATERPROOF W.S. WEATHER-STRIPPING WT. WEIGHT W. WEST W.S.P. WET STANDPIPE WDW. WINDOW WDWALL WINDOW WALL W.GL. WIRE GLASS W/ WITH W/IN WITHIN W/O WITHOUT WD. WOOD WB WHITE BOARD W.B. WOOD BASE X TIMES OR BY (AS IN 2X4) YD. YARD & AND @ AT CENTERLINE ' FEET " INCHES (OR DITTO) #5 NUMBER ("NUMBER 5") PER ("POUNDS/FOOT") _ PERPENDICULAR 5# POUNDS ("5 POUNDS" H I J K L M N O P Q R S V W X Y MISC. Note: Not all abbreviations listed below are necessarily used in the drawings; refer elsewhere for abbreviations related to product or material codes. T U 0 ELEVATION / LEVEL TAG REVISION REFERENCE MATCH LINE SEE X/XXX MATCH LINE PARTITION TAG TO FOOTING EL= 96'-0" DRAWING TITLE NORTH ARROW A101 1 SIM 1 A101 SIM ELEVATION TAG - SINGLE VIEWA101 1 ELEVATION TAG - MULTIPLE VIEWA101 2 DETAIL TAG WALL SECTION TAG 1 A101 SIM BUILDING SECTION TAG ENLARGED PLAN OR DETAIL REFERENCE A101 1 SIM ROOM TAG KEYNOTE 23 WINDOW TAG EQUIPMENT TAG DOOR TAG FINISH TAG - WITH EXTENT OF FINISH FINISH TAG - ALL SURFACES FINISH TRANSITION 12 VIEW NAME 1/8" = 1'-0" EL= 100'-0"SPOT ELEVATION 0 COLUMN OR GRID LINE - NEW COLUMN OR GRID LINE - EXISTING (WALL FINISH) (BASE FINISH) (FLOOR FINISH) (ROOM NAME) (ROOM NUMBER) (ROOM AREA) 1 1 1t MATERIAL TAG ROOM NAME 101 150 SF 101 CPT-1 TL-8 1t 1'-0" A1 CEILING TAG PLAN NORTH N TRUE NORTH PT-1B VB-3 CPT-2 TL-7 XXXX 48" AFF LAM-2 4' - 0 " 4' - 0 " DRAWING SYMBOLS Project For Sheet Issues / Revisions Certification Project No. Drawn By Checked By Date NOTICE: The designs shown and described herein including all technical drawings, graphics, and models thereof, are proprietary and cannot be copied, duplicated or commercially exploited, in whole or in part, without express written permission of RSP Architects. These are available for limited review and evaluation by clients, consultants, contractors, government agencies, vendors and office personnel only in accordance with this Notice. © Copyright RSP Architects 2023. All rights reserved. Consultants Expiration date License Number Name 1220 Marshall Street NE Minneapolis Minnesota 55413-1036 612.677.7100 612.677.7499 fax www.rsparch.com RSP Architects Project Contact: Megan Luken 612.677.7479 ALL BIDDING QUESTIONS TO BE DIRECTED TO THE JLL PROJECT MANAGERS. SEE SHEET G000. Date Signed 02/28/2025 9/28/2023 4:10:07 PM BIM 360://US Bank Corporate 2020/A20_CA Arcadia - Lvl 1.rvt ABBREVIATIONS, DRAWING SYMBOLS, GENERAL NOTES 1485.486BED RP MACL 09/29/2023 G001 C38207 Scott M. Klopfer 1400 S. BLADWIN AVE, ARCADIA, CA 91007 09/29/2023 NOTE: INFORMATION HERE IS FOR REFERENCE ONLY. ANY DIMENSIONS, NOTES, OR TEXT ON ARCHITECTURAL PLANS OVERRIDES THE INFORMATION FOUND ON THIS SHEET. GENERAL NOTES -PROJECT A. BUILDING AND SITE ELEMENTS LABELED AS EXISTING ARE TO REMAIN, UNO. B. WHEN INFILLING EXISTING THRU WALL PENETRATIONS MATCH EXISTING ADJACENT CONSTRUCTION ASSEMBLIES. C. MAINTAIN ALL EXISTING RATED WALL ASSEMBLIES. D. SIGNAGE BY OTHERS -COORDINATE WITH SIGNAGE VENDOR. E. REFER TO SEISMIC INTERIOR DETAILS ON SHEET A320 FOR ALL PARTITION AND CEILING ATTACHMENT DETAILS TO STRUCTURE. 1/2" = 1'-0"1 FIRE EXTINGUISHER 1/2" = 1'-0"2 FIRE EXTINGUISHER CABINET No. Date Description 02/28/202302/28/2025 09/29/2023 NOTE: INFORMATION HERE IS FOR REFERENCE ONLY. ANY DIMENSIONS, NOTES, TEXT OR FINISHES ON ARCHITECTURAL PLANS OVERRIDES THE INFORMATION FOUND ON THIS SHEET. A TOILET SEAT HEIGHT B GRAB BAR HEIGHT MAX 12" 42" MIN D TOILET TISSUE DISPENSER F SANITARY PRODUCT DISPOSAL H SOAP DISPENSER TO S P O U T 4' - 0 " M A X J1 PAPER TOWEL DISPENSER 4' - 0 " M A X . T O D I S P . S L O T (3 ' - 6 " M A X A T O P E N C O U N T E R ) (3 ' - 1 0 " M A X A T B A S E C A B I N E T ) J2 COMBO PAPER / WASTE (3 ' - 6 " A T C O U N T E R ) 3' - 1 1 " M A X T O D I S P S L O T (3 ' - 6 " A T C O U N T E R ) J3 COMBO PAPER / WASTE J4 WASTE RECEPTACLE TO D I S P O S A L S L O T 2' - 1 0 " M A X TO D I S P E N S E R S L O T 4' - 0 " K HAND DRYER TO C O N T R O L S 3' - 4 " L SANITARY PRODUCT DISPENSER T O H I G H E S T C O N T R O L S 4' - 0 " M A X M FRAMED MIRROR 2'- 1 1 " M A X A T F L O O R 3' - 4 " M A X A T L A V A T O R Y MEASURED TO BOTTOM OF VIEWING SURFACE P COAT HOOK 5'- 0 " T Y P 4' - 0 " M A X A C C E S S I B L E TO D I S P O S A L S L O T 2' - 1 0 " M A X 17 " - 1 9 " 54" MIN Q FIRE EXTINGUISHER CABINET 48 " R CARD READER CR S TELEPHONE T DOOR CONTROL SWITCHES U TYPICAL DEVICE MOUNTING LIGHT SWITCH THERMOSTAT, OPERABLE (WHERE OCCURS) THERMOSTAT, NON-OPERABLE (WHERE OCCURS) SPEAKER/STROB E (WHERE OCCURS) 48 " M A X C REAR WALL GRAB BAR TO T O P 33 " - 3 6 " 24" MIN 12" MIN 36" MIN E1 TOILET SEAT COVER DISPENSER 1' - 6 " 4' - 10" E2 TOILET SEAT COVER DISPENSER 3' - 0 " 15 " M I N 42 " 44 " 42 " 48 " 60 " 80 " TO T O P 33 " - 3 6 " NOTE: SANITARY PRODUCT DISPOSAL DOES NOT OCCUR IN MENS RESTROOMS 24" MIN 7" - 9" TO O U T L E T 19 " M I N TO OPENING 19 " M I N V MENS RESTROOM SIGN EQ EQ 58 " - 6 0 " 1/4" THICK EQUILATERAL TRIANGLE WITH 12" LONG SIDES. SIGN TO CONTRAST WITH THE DOOR, EITHER LIGHT ON DARK BACKGROUND OR DARK ON LIGHT BACKGROUND EQ EQ 58 " - 6 0 " 1/4" THICK CIRCLE WITH 12" DIAMETER. SIGN TO CONTRAST WITH THE DOOR, EITHER LIGHT ON DARK BACKGROUND OR DARK ON LIGHT BACKGROUND W WOMENS RESTROOM SIGN N BABY CHANGING STATION (T O H A N D L E 2 8 " M I N 3 4 " M A X ) 34 " T O T R A Y 48 " M A X T O H A N D L E NOTE: BABY CHANGING STATION NOT ALLOWED INSIDE AN ACCESSIBLE STALL CBC 2022 SECTION 11B-309 AND 11B-902 39" - 41" 18 " M I N 39 " - 4 1 " 17" - 18" NOTE: SEE ENVIRONMENTAL GRAPHICS PACKAGE (PROVIDED BY US BANK GRAPHICS VENDOR) FOR MORE INFORMATION REGARDING SIGNAGE AT RESTROOMS NOTE: INFORMATION HERE IS FOR REFERENCE ONLY. ANY DIMENSIONS, NOTES, TEXT OR FINISHES ON ARCHITECTURAL PLANS OVERRIDES THE INFORMATION FOUND ON THIS SHEET. DF DRINKING FOUNTAIN 9" M I N 2' - 3 " M I N 6" MIN 8" MIN TO SPOUT AT HCP 3' - 0 " M A X 30"x48" CLEAR FLOOR SPACE 18"-19" 18 " - 1 9 " TO SPOUT 38 " - 4 3 " > 2 4 " MIN 36" CLEAR URINAL, DRINKING FOUNTAIN OR SINK ALCOVE 15 " M I N MA X 5 " 15' MIN 5" MAX Project For Sheet Issues / Revisions Certification Project No. Drawn By Checked By Date NOTICE: The designs shown and described herein including all technical drawings, graphics, and models thereof, are proprietary and cannot be copied, duplicated or commercially exploited, in whole or in part, without express written permission of RSP Architects. These are available for limited review and evaluation by clients, consultants, contractors, government agencies, vendors and office personnel only in accordance with this Notice. © Copyright RSP Architects 2023. All rights reserved. Consultants Expiration date License Number Name 1220 Marshall Street NE Minneapolis Minnesota 55413-1036 612.677.7100 612.677.7499 fax www.rsparch.com RSP Architects Project Contact: Megan Luken 612.677.7479 ALL BIDDING QUESTIONS TO BE DIRECTED TO THE JLL PROJECT MANAGERS. SEE SHEET G000. Date Signed 02/28/2025 9/29/2023 11:01:34 AM BIM 360://US Bank Corporate 2020/A20_CA Arcadia - Lvl 1.rvt RESTROOM MOUNTING HEIGHTS AND DETAILS 1485.486BED RP MACL 09/29/2023 G002 C38207 Scott M. Klopfer 1400 S. BLADWIN AVE, ARCADIA, CA 91007 09/29/2023 NOTE: RESTROOM DRAWINGS, PLANS, AND ELEVATIONS ON THIS SHEET INDICATE EXISTING CONDITIONS UNLESS NOTED OTHERWISE No. Date Description 02/28/202302/28/2025 09/29/2023 WM PLATFORM 120 WM OFFICE 121 BACK OF HOUSE 106 QUIET ROOM 107 VAULT 108 COUPON 109 ATM 110 LOBBY 100A SUPPORT STATIONS 102 CUSTOMER WAITING 104 PLATFORM DESKS 103 LOBBY 100B CONFERENCE 105 BREAK ROOM 116 ELECT./JANITOR 115 TOILET 114 HALLWAY 111 TOILET 113NER/STORAGE 112 FEC-1 M A X I M U M D I A G O N A L D I S T A N C E107' - 8 "ACCESSIBLEEXITEXITPATH OF TRAVEL = (MAX 200'-0" ALLOWED) 61' -4" FE-1 COMMON PATH OF TRAVEL = (MAX 100'-0" ALLOWED) 23' -2" FEC-2 GREATER THAN 1/2 MAXIMUM DIAGONAL 56' - 6" PATH OF TRAVEL = (MAX 200'-0" ALLOWED) 40' -7" COMMON PATH OF TRAVEL = (MAX 100'-0" ALLOWED) 26' -9" EXIT ACCESS: Required Provided Ground Floor 1 3 Exit Access Travel Distance:200 feet (B occupancy) (Non-Sprinkered: occupant load less than 30) Common Path of Egress Travel:100 feet (B occupancy) (Non-Sprinkered: occupant load less than 30) Corridor Fire-Resistance Rating:0 hours (Table 1020.2) Dead Ends:20 feet (B occupancy) Portable Fire Extinguishers : Fire Extinguishers for Class A Fire Hazards: Maximum floor area for extinguisher: 11,250 SF Maximum travel distance to extinguisher:75 feet PROJECT DESCRIPTION: Partial interior remodel of an existing occupied Business office function. No change in use. No change in occupancy. No exterior work. Area of work: 610 SF OCCUPANCY: Existing:B occupancy -Office/Lobby/Tellers/Waiting TYPE OF CONSTRUCTION: Existing:Type VB, Non-sprinklered, HEIGHT AND NUMBER OF STORIES: Allowable Height:2 Stories, 40 Feet Allowable Stories:3 Stories Actual Stories:1 Stories ALLOWABLE FLOOR AREA: Allowable Floor Area:9,000 SF Actual Floor Area:4,164 SF FIRE RESISTIVE REQUIREMENTS: Types I and II are those types of construction in which the building elements listed in Table 601 are of noncombustible materials. Table 601 FIRE-RESISTANCE RATING REQUIREMENTS FOR BUILDING ELEMENTS (hours) BUILDING ELEMENT TYPE VB Structural frame 0 Bearing walls Exterior 0 Interior 0 Nonbearing walls and partitions Exterior 0 (per table 602) Interior 0 Floor construction 0 Roof construction 0 Note: Section 508.2.4 no separation is required between accessory occupancies and the main occupancy. INTERIOR FINISH REQUIREMENTS: Non-Sprinklered Building, B-Occupancy Exit Stairways, Ramps and Passageways: A Corridors and Exit Access Enclosures: B Rooms and Enclosed Spaces: C SEISMIC DESIGN Seimic Design Category: E PLUMBING CALCULATION: NO CHANGE IN AREA OR OCCUPANCY, NO CHANGE TO EXISTING PLUMBING COUNTS. EXITING REQUIREMENTS: Occupant Load Factors (OLF):150 -B occupancy (Office/Lobby/Tellers/Waiting) Occupant Load per occupancy: B occupancy: 4,164 SF / 150 = 28 Occupants Total = 28 Occupants Project For Sheet Issues / Revisions Certification Project No. Drawn By Checked By Date NOTICE: The designs shown and described herein including all technical drawings, graphics, and models thereof, are proprietary and cannot be copied, duplicated or commercially exploited, in whole or in part, without express written permission of RSP Architects. These are available for limited review and evaluation by clients, consultants, contractors, government agencies, vendors and office personnel only in accordance with this Notice. © Copyright RSP Architects 2023. All rights reserved. Consultants Expiration date License Number Name 1220 Marshall Street NE Minneapolis Minnesota 55413-1036 612.677.7100 612.677.7499 fax www.rsparch.com RSP Architects Project Contact: Megan Luken 612.677.7479 ALL BIDDING QUESTIONS TO BE DIRECTED TO THE JLL PROJECT MANAGERS. SEE SHEET G000. Date Signed 02/28/2025 9/29/2023 9:54:24 AM BIM 360://US Bank Corporate 2020/A20_CA Arcadia - Lvl 1.rvt FIRE AND LIFE SAFETY PLAN, CODE ANALYSIS 1485.486BED RP MACL 09/29/2023 G101 C38207 Scott M. Klopfer 1400 S. BLADWIN AVE, ARCADIA, CA 91007 09/29/2023 N 3/16" = 1'-0"1 GROUND FLOOR FIRE AND LIFE SAFETY PLAN CODE ANALYSIS LEGEND -LIFE SAFETY EXISTING PARTITION TO REMAIN WALLS: NEW NON-COMBUSTIBLE PARTITION EGRESS PATH OF TRAVEL ILLUMINATED EXIT SIGNS NEW OR EXISTING FIRE EXTINGUISHER CABINET FE-# EXIT ACCESSIBLE EXIT COMMON PATH OF TRAVEL EXISTING (E) NEW OR EXISTING WALL MOUNTED FIRE EXTINGUISHERFE-# EXIT No. Date Description 02/28/202302/28/2025 09/29/2023 VAN ACCESSIBLE WHITE PAINTED LOGO ON DARK BLUE BACKGROUND. PROVIDE ONE SIGN FOR EACH DISABLED PARKING SPACE SIGN SHALL STATE "MINIMUM FINE $250" PER CBC 11B-502.6.2 WHITE PAINTED LETTERS ON DARK BLUE BACKGROUND. PROVIDE AT VAN PARKING SPACES ONLY STD 2" DIA GALV STEEL POLE WITH 2'-0" EMBEDMENT IN CONCRETE. ATTACH SIGN TO POLE WITH GALV STRAPS AT TOP AND BOTTOM SIGN SHALL BE REFLECTORIZED WITH A MINIMUM AREA OF 70 SQ IN AL I G N W I T H E N D O F P A R K I N G S T A L L WHITE PAINTED LOGO ON DARK BLUE BACKGROUND 2" WIDE BLUE LINES OF PARKING STALL OR WITHIN 6" WHITE PAINTED LOGO ON DARK BLUE BACKGROUND WITH NON-GLARE FINISH PER CBC 11B-703.7.2.1 40 " M I N A F F TRUNCATED DOMES. 3'-0" MIN IN DIRECTION OF TRAVEL EXISTING SIDEWALK, 4'-0" MINIMUM EXISTING ACCESS AISLE WITH EXISTING STRIPING AT 36" (MAX) O.C. IN A COLOR CONTRASTING W/ AISLE SURFACE (BLUE) UNAUTHORIZED VEHICLES PARKED IN DESIGNATED ACCESSIBLE SPACES NOT DISPLAYING DISTINGUISHING PLACARDS OR SPECIAL LICENSE PLATES ISSUED FOR PERSONS WITH DISABILITIES WILL BE TOWED AWAY AT OWNERS EXPENSE. TOWED VEHICLES MAY BE RECLAIMED AT OR BY TELEPHONING MATERIALS: REFLECTORIZED PAINT OR PORCELAIN ON METAL 1" MIN HIGH WHITE LETTERS ON BLACK BACKGROUND BLANK SPACES SHALL BE FILLED IN WITH APPROPRIATE INFORMATION AS A PERMANENT PART OF THE SIGN STD 3" DIA GALV STEEL POLE WITH 2'-0" EMBEDMENT IN CONCRETE. ATTACH SIGN TO POLE WITH GALV STRAPS AT TOP AND BOTTOM INSTALL IN A CONSPICUOUS LOCATION AT EACH ENTRANCE TO OFF-STREET PARKING FACILITIES OR IMMEDIATELY ADJACET TO ON-SITE ACCESSIBLE PARKING IN A LOCATION VISIBLE FROM EACH PARKING SPACE 3' - 6 " M I N 1 ' - 5 " M I N 1' - 10" MIN ACCESS AISLE TO BE MARKED WITH BLUE PAINTED BORDER PER CBC 11B-502.3.3 70 SQ. IN. (MIN) REFLECTORIZED PARKING IDENTIFICATION SIGNS PER CBC 11B-502.6 SEE DETAIL 1/A001 AND 4/A001 FOR ADDITIONAL INFORMATION, TYP WHEEL STOP, TYP STRIPING AT 36" (MAX) O.C. IN A COLOR CONTRASTING W/ AISLE SURFACE (BLUE OR WHITE) SYMBOL PER CBC 11B-502.3.3 12" (MIN) HIGH "NO PARKING" TO BE PAINTED WHITE WITHIN STRIPED LOADING AREA AT ACCESSIBLE AND VAN ACCESSIBLE SPACES PER CBC 11B-502.3.3 TYPICAL PAVEMENT SYMBOL PER CBC 11B-502.6.4 SEE DETAIL 6/A001 TYPICAL PAVEMENT SYMBOL PER CBC 11B-502.6.4 SEE DETAIL 6/A001 NO PARKING (9'-0 ALTERNATE) 12' - 0"9' - 0" 18 ' - 0 " 5' - 0 " (VAN) 8'-0" MIN AT 9'-0" ALTERNATE 4' - 11 3/4" 2 3 4 5 6 7 8 8 8 25'-4" WIDE DRIVE AISLE (E) 12' -3" WIDE DRIVE AISLE 1 HC 8 PARKING SPOTS (E) 8 PARKING SPOTS (E) 3 PARKING SPOTS (E) 2 PARKING SPOTS (E) 5 10 11 12 12 1212 12 13 14 15 1 9 16 9 9 9 9 TRUNCATED DOME TILES - ROTATE TILE SO IT'S 36" WIDE IN THE DIRECTION OF TRAVEL EDGE OF SIDEWALK TRIM TRUNCATED DOME TILES SIDE TO SIDE TO CREATE A CONTINUOUS FIELD OF DOMES ALIGNED WITH THE SIDEWALK EDGE AND TO ELIMINATE GAPS BETWEEN TILES. REMOVE THE ENTIRE BEVELED END OF TILES WHEN TRIMMING TO CREATE A CLEAN, FLUSH HAIRLINE JOINT. DO NOT LEAVE A BEVELED VALLEY BETWEEN TILES. RE-BORE INDIVIDUAL DOMES AS NEEDED FOR PIN ANCHORS AT CORNERS OF TRIMMED TILES. MAXIMIZE THE LENGTH OF TRUNCATED DOME TILES WHEN TRIMMING TO MINIMIZE THE NUMBER OF JOINTS. Project For Sheet Issues / Revisions Certification Project No. Drawn By Checked By Date NOTICE: The designs shown and described herein including all technical drawings, graphics, and models thereof, are proprietary and cannot be copied, duplicated or commercially exploited, in whole or in part, without express written permission of RSP Architects. These are available for limited review and evaluation by clients, consultants, contractors, government agencies, vendors and office personnel only in accordance with this Notice. © Copyright RSP Architects 2023. All rights reserved. Consultants Expiration date License Number Name 1220 Marshall Street NE Minneapolis Minnesota 55413-1036 612.677.7100 612.677.7499 fax www.rsparch.com RSP Architects Project Contact: Megan Luken 612.677.7479 ALL BIDDING QUESTIONS TO BE DIRECTED TO THE JLL PROJECT MANAGERS. SEE SHEET G000. Date Signed 02/28/2025 9/28/2023 4:09:58 PM BIM 360://US Bank Corporate 2020/A20_CA Arcadia - Lvl 1.rvt SITE PLAN AND DETAILS 1485.486BED RP MACL 09/29/2023 A001 C38207 Scott M. Klopfer 1400 S. BLADWIN AVE, ARCADIA, CA 91007 09/29/2023 3/4" = 1'-0"1 PARKING IDENTIFICATION SIGNAGE 12" = 1'-0"6 ACCESSIBLE PARKING SYMBOL 12" = 1'-0"4 ACCESSIBILITY SIGNAGE 1/4" = 1'-0"5 TRUNCATED DOMES AT FLUSH SIDEWALK 12" = 1'-0"8 TRUNCATED DOME 1" = 1'-0"2 ADDITIONAL SIGNAGE AT PARKING LOT ENTRANCE(S) 1/8" = 1'-0"3 ACCESSIBLE PARKING GENERAL NOTES -SITE PLAN 1. TO THE BEST OF OUR KNOWLEDGE, THE EXISTING PATH OF TRAVEL FROM STREET SIDEWALK AND EXISTING ACCESSIBLE PARKING STALLS TO THE BUILDING ENTRANCE COMPLIES WITH THE 2022 CALIFORNIA BUILDING CODE (CBC) CHAPTER 11B REQUIREMENTS. 2. EXISTING SIGNAGE COMPLIES WITH CURRENT REQUIREMENTS SHOWN ON THIS SHEET, NO WORK UNLESS NOTED OTHERWISE. 3. NO ABRUPT CHANGES IN ELEVATION ALONG THE PATH OF TRAVEL SHOWN, UNLESS NOTED OTHERWISE. THE SLOPE AND CROSS-SLOPE ALONG THE PATH OF TRAVEL DOES NOT EXCEED 5% AND 2% RESPECTIVELY. 4. 8'-2" CLEAR VERTICAL CLEARANCE PROVIDED FOR ACCESSIBILITY TO ACCESSIBLE PARKING. 5. ALL PARKING STALLS AND SIGNAGE ARE EXISTING. 6. SMOKING IS PROHIBITED WITHIN 25 FEET OF BUILDING ENTRIES, OUTDOOR AIR INTAKES AND OPERABLE WINDOWS WHERE OUTDOOR AREAS ARE PROVIDED FOR SMOKING, AND IN BUILDINGS. (SECTION 5.504.7). LEGEND -FLOOR PLAN EXISTING PARTITION TO REMAIN NEW PARTITION NOT IN SCOPE EXISTING DOOR AND FRAME TO REMAIN NEW DOOR AND FRAME X 2 Insulation Type Termination Type WALL TAG *GC TO ENSURE THESE ADA DETAILS ARE EXISTING AND CURRENT ON SITE. IF ANY OF THESE ITEMS ARE NOT AS SHOWN IN THE DETAILS PLEASE CONTACT THE ARCHITECT. KEYNOTES - SITE PLAN NO. DESCRIPTION 1 EXISTING PARKING SIGNS. 2 EXISTING POST MOUNTED PARKING IDENTIFICATION SIGNAGE WITH VAN INDENTIFICATION PER DETAIL 1/A001 3 EXISTING POST MOUNTED PARKING SIGNAGE PER DETAIL 2/A001. 4 EXISTING INTERNATIONAL SYMBOL OF ACCESSIBILITY AFFIXED TO THE PRIMARY ENTRY DOOR PER DETAIL 4/A001. 5 EXISTING CURB CUT TO LEVEL OF STREET. 6 EXISTING ACCESSIBLE VAN PARKING. 7 EXISTING WHEELSTOP PER DETAIL 3/A001 8 EXISTING PATH OF TRAVEL TO PUBLIC WAY. 9 EXISTING TRUNCATED DOMES PER DETAIL 5/A001 AND 7/A001. 10 EXISTING PATH OF TRAVEL TO ACCESSIBLE PARKING SPACE. 11 EXISTING NO SMOKING SIGNAGE. 12 EXISTING LANDSCAPING BED. 13 EXISTING TRASH ENCLOSURE. 14 EXISTING ACCESSIBLE PARKING SYMBOL PER DETAIL 6/A001. 15 EXISITNG US BANK SIGNAGE. 16 EXISTING LANDING AREA. 1/16" = 1'-0"9 GROUND FLOOR SITE AND PARKING PLAN PLAN NORTH TRUE NORTH 1/4" = 1'-0"7 TRUNCATED DOMES DETAIL No. Date Description 02/28/202302/28/2025 09/29/2023 D1 D2 D3D4 D5 VAULT 108 QUIET ROOM 107 COUPON 109 ATM 110 LOBBY 100A PLATFORM DESKS 103 LOBBY 100B CUSTOMER WAITING 104 SUPPORT STATIONS 102 CONFERENCE 105 NER/STORAGE 112 BREAK ROOM 116 HALLWAY 111 TOILET 113 TOILET 114 ELECT./JANITOR 115 BACK OF HOUSE 106 D7 D101 2SEE DETAIL FOR DEMOLITION RCP SUPPORT STATIONS 102 QUIET ROOM 107 D6 BACK OF HOUSE 106 Project For Sheet Issues / Revisions Certification Project No. Drawn By Checked By Date NOTICE: The designs shown and described herein including all technical drawings, graphics, and models thereof, are proprietary and cannot be copied, duplicated or commercially exploited, in whole or in part, without express written permission of RSP Architects. These are available for limited review and evaluation by clients, consultants, contractors, government agencies, vendors and office personnel only in accordance with this Notice. © Copyright RSP Architects 2023. All rights reserved. Consultants Expiration date License Number Name 1220 Marshall Street NE Minneapolis Minnesota 55413-1036 612.677.7100 612.677.7499 fax www.rsparch.com RSP Architects Project Contact: Megan Luken 612.677.7479 ALL BIDDING QUESTIONS TO BE DIRECTED TO THE JLL PROJECT MANAGERS. SEE SHEET G000. Date Signed 02/28/2025 9/28/2023 4:10:06 PM BIM 360://US Bank Corporate 2020/A20_CA Arcadia - Lvl 1.rvt GROUND FLOOR DEMOLITION FLOOR PLAN AND DEMOLITION REFLECTED CEILING PLAN 1485.486BED RP MACL 09/29/2023 D101 C38207 Scott M. Klopfer 1400 S. BLADWIN AVE, ARCADIA, CA 91007 09/29/2023 GENERAL NOTES -DEMOLITION A. THE FOLLOWING PLANS REFLECT DEMOLITION INTENT ONLY. DEMOLITION IS NOT NECESSARILY LIMITED TO WHAT IS SHOWN ON DRAWINGS AND SHALL INCLUDE RELATED MECHANICAL, ELECTRICAL AND LIFE SAFETY SYSTEMS. THE INTENT IS TO INDICATE THE GENERAL SCOPE OF DEMOLITION REQUIRED TO COMPLETE THE WORK IN ACCORDANCE WITH THE CONTRACT DRAWINGS. SEE SPECIFICATIONS FOR FURTHER INSTRUCTIONS. B. FIRE SAFETY MUST BE MAINTAINED FOR ALL PERSONNEL WORKING ON THE FLOOR. ALL EGRESS ROUTES, ALARMS, SPEAKERS, ETC. MUST REMAIN ACCESSIBLE AND OPERABLE AT ALL TIMES. IMMEDIATELY NOTIFY BUILDING SECURITY AND BUILDING MANAGER OF DAMAGED OR DISABLED SYSTEMS AND REPAIR OR REPLACE DAMAGED SYSTEMS IMMEDIATELY. C. UNUSUALLY LOUD DEMOLITION WORK (i.e. CONCRETE REMOVAL) SHALL BE COORDINATED WITH THE BUILDING MANAGER TO MINIMIZE DISRUPTION TO BUILDING OCCUPANTS. D. ALL DOORS, FRAMES, HARDWARE, MECHANICAL ITEMS, PLUMBING FIXTURES, LIGHT FIXTURES (INCLUDING DOWN LIGHTS & FLUORESCENT), AND SPECIAL EQUIPMENT SHOWN TO BE REMOVED, SHALL BE CLEANED AND SAVED, REUSED, RETURNED TO BUILDING STOCK, OR DISPOSED OF AS DIRECTED BY U.S. BANK PROJECT MANAGER AND/OR PROPERTY MANAGER. E. REMOVAL OF ANY EQUIPMENT, CABLING SWITCHES, AND CONDUIT PERTAINING TO DATA/COMMUNICATIONS AND TELEPHONE SHALL BE VERIFIED WITH APPROPRIATE SERVICE COMPANY PRIOR TO PROCEEDING WITH REMOVAL. F. GENERAL CONTRACTOR TO COVER ALL SMOKE DETECTORS, FIRE HORNS/STROBES, RETURN AIR GRILLS, DRINKING FOUNTAINS, ETC. TO PREVENT DAMAGE FROM DUST AND APPLICATION OF NEW FINISHES. PROVIDE TEMPORARY EXHAUST DURING CONSTRUCTION OPERATIONS. TO THE GREATEST EXTENT POSSIBLE, ISOLATE AND/OR SHUT DOWN THE RETURN SIDE OF THE HVAC SYSTEM DURING CONSTRUCTION. WHEN VENTILATION SYSTEM MUST BE OPERATIONAL DURING CONSTRUCTION ACTIVITIES, PROVIDE TEMPORARY FILTERS. G. IF ANY QUESTIONS ARISE AS TO THE REMOVAL OF ANY MATERIAL, CLARIFY THE POINT IN QUESTION WITH THE U.S. BANK PROJECT MANAGER AND PROPERTY MANAGER BEFORE PROCEEDING. H. THE EGRESS PATH SHALL REMAIN FREE AND CLEAR OF ALL OBSTRUCTIONS AT ALL TIMES. NO STORAGE IS PERMITTED IN ANY EGRESS PATHS. I. IF THE CONTRACTOR ENCOUNTERS MATERIAL THAT IT REASONABLY BELIEVES TO BE HAZARDOUS (ASBESTOS, MOLD, ETC), THE CONTRACTOR SHALL IMMEDIATELY SUSPEND WORK IN THE AREA AND REPORT THE CONDITION TO THE OWNER AND THE ARCHITECT. J. DO NOT REMOVE ANY EXISTING STRUCTURAL MATERIALS OR, WHERE APPLICABLE, EXISTING FIRE PROOFING WITHOUT CONSULTING THE ARCHITECT, JLL OWNER'S REPRESENTATIVE, AND THE LANDLORD. IF ANY EXISTING FIRE PROOFING IS DAMAGED IN ANY WAY, CONTACT ARCHITECT, JLL OWNER'S REPRESENTATIVE, AND LANDLORD IMMEDIATELY. K. EXISTING ACOUSTICAL CEILING GRID, TILE, GYPSUM BOARD SOFFITS AND FASCIAS, AND LIGHTING FIXTURES TO REMAIN THROUGHOUT AREA OF WORK, UNLESS NOTED OTHERWISE. L. EXISTING WALL AND FLOOR FINISHES TO REMAIN THROUGHOUT AREA OF WORK, UNLESS NOTED OTHERWISE. REFER TO FINISHES PLAN FOR ADDITIONAL INFORMATION. M. EXISTING POWER/VOICE/DATA DEVICES TO REMAIN THROUGHOUT AREA OF WORK, UNLESS NOTED OTHERWISE. N. REMOVE ALL EXISTING FURNITURE AND FURNITURE SYSTEMS AS INDICATED ON PLANS. REUSE AND RELOCATION TO BE COORDINATED WITH FACILITY MANAGER. KEYNOTES - DEMOLITION NO. DESCRIPTION D1 ALIGN FINISHED FACE OF REMAINING PARTITION PORTION TO THE SAME PLANE AS THE FINISHED FACE OF THE EXISTING PARTITION. D2 EXISTING TILE FLOORING TO REMAIN IN AREAS NOTED ON PLAN. PROTECT DURING DEMOLITION/CONSTRUCTION. D3 REMOVE EXISTING CASEWORK IN ITS ENTIRETY. PATCH AND REPAIR FLOOR AS REQUIRED AND PREPARE FOR NEW FINISHES. D4 REMOVE EXISTING FIRE EXTINGUISHER CABINET ITS ENTIRETY SALVAGE FOR REUSE. PATCH AND REPAIR WALL AS REQUIRED FOR LIKE NEW FINISH. D5 REMOVE AND RELOACTE EXISTING WALL MOUNTED SENSOR AS REQUIRED AT NEW CONSTRUTION. PATCH AND REPAIR WALL AS REQUIRED FOR LIKE NEW FINISH. D6 REMOVE EXISTING GYPSUM BOARD CEILING, SOFFITS AND FASCIAS, THIS AREA. CAREFULLY DISCONNECT, REMOVE AND SALVAGE EXISTING LIGHT FIXTURES AND STORE AT OWNER'S DIRECTION. AT WALLS AND CEILINGS TO BE REMOVED, CAREFULLY REMOVE EXISTING DIFFUSERS, RETURNS, EXIT SIGNS, SPEAKERS, ETC AND STORE FOR REUSE. D7 GC TO COORDINATE EXISTING WALL MOUNTED THERMOSTAT AND SENORS LOCATIONS WITH NEW CONSTRUCTION. REMOVE AND RELOCATE EXISTING UNITS AS REQUIRED. PATCH AND REPAIR WALL AS REQUIRED FOR LIKE NEW FINISH. LEGEND -DEMOLITION EXISTING PARTITION TO REMAIN EXISTING PARTITION TO BE REMOVED NOT IN SCOPE EXISTING DOOR AND FRAME TO REMAIN EXISTING DOOR AND FRAME TO BE REMOVED EXISTING DOOR, FRAME, AND SIDELIGHT TO BE REMOVED 3/16" = 1'-0"1 GROUND FLOOR DEMOLITION FLOOR PLAN N 3/16" = 1'-0"2 GROUND FLOOR DEMOLITION REFLECTED CEILING PLAN No. Date Description 02/28/202302/28/2025 09/29/2023 C6 C6 2 2 D20A 5' - 0 " WM PLATFORM 120WM OFFICE 121BACK OF HOUSE 106 QUIET ROOM 107 VAULT 108 COUPON 109 ATM 110 LOBBY 100A SUPPORT STATIONS 102 CUSTOMER WAITING 104 PLATFORM DESKS 103 LOBBY 100B CONFERENCE 105 BREAK ROOM 116 ELECT./JANITOR 115 TOILET 114 HALLWAY 111 TOILET 113NER/STORAGE 112 2' - 0" 2' - 0" 9' - 0"10' - 2" CL E A R 5' - 6 " MI N . 3' - 0 " 48"48"48" D20A 48" 48" A901 1 5' - 6 " 121 A1 A2 A3 A3 5' - 0" GW02 GW01 E1 MIN . C L E A R 1' - 6 " E1 112 117 116B 116A 115 111 114 113 105 106 109 100A 100B 2' - 0" 2' - 0 " R1 WM OFFICE 121 WM PLATFORM 120 BACK OF HOUSE 106 QUIET ROOM 107 SUPPORT STATIONS 102 R1 R2 ACT-1 8' -0" ACT-1 8' -0" ACT-1 8' -0" R3 2 A950 1 A950 2' - 0" Q QQ Q Q QQ Q Q QQ R2 LEGEND - RCP EXIT SIGNNEW ACT PANELS AND GRID TO MATCH EXISTING EXISTING ACT PANELS AND GRID EXISTING GYPSUM BOARD CEILING ON METAL STUDS NOT IN SCOPE EXTENT OF ACOUSTIC ISULATION APPLIED ABOVE ACT CLG WALL SWITCHS LIGHT 'Q' - RECESSED ROUND DOWNLIGHT MANUFACTURER: HE WILLIAMS STYLE: 6DR LED 6" DOWNLIGHT - ROUND MODEL: 6DR-L20-DIM-UNV-OW-OF-CS-R-F1 SIZE: 6" ROUND LAMP: LED DIMMING: 0-10 DIMMING DRIVER CRI: 80 COLOR TEMP: 3500K WATTS: 19W BEAM SPREAD: WIDE Project For Sheet Issues / Revisions Certification Project No. Drawn By Checked By Date NOTICE: The designs shown and described herein including all technical drawings, graphics, and models thereof, are proprietary and cannot be copied, duplicated or commercially exploited, in whole or in part, without express written permission of RSP Architects. These are available for limited review and evaluation by clients, consultants, contractors, government agencies, vendors and office personnel only in accordance with this Notice. © Copyright RSP Architects 2023. All rights reserved. Consultants Expiration date License Number Name 1220 Marshall Street NE Minneapolis Minnesota 55413-1036 612.677.7100 612.677.7499 fax www.rsparch.com RSP Architects Project Contact: Megan Luken 612.677.7479 ALL BIDDING QUESTIONS TO BE DIRECTED TO THE JLL PROJECT MANAGERS. SEE SHEET G000. Date Signed 02/28/2025 9/29/2023 9:57:37 AM BIM 360://US Bank Corporate 2020/A20_CA Arcadia - Lvl 1.rvt GROUND FLOOR ARCHITECTRAL, POWER AND COMMUNICATIONS PLAN AND REFLECTED CEILING PLAN 1485.486BED RP MACL 09/29/2023 A101 C38207 Scott M. Klopfer 1400 S. BLADWIN AVE, ARCADIA, CA 91007 09/29/2023 LEGEND -FLOOR PLAN EXISTING PARTITION TO REMAIN NEW PARTITION NOT IN SCOPE EXISTING DOOR AND FRAME TO REMAIN NEW DOOR AND FRAME KEYNOTES - FLOOR PLAN NO. DESCRIPTION A1 MATCH EXISTING ADJACENT CONSTRUCTION AT PARTITION EXTENSION. PROTECT EXISTING MILLWORK FROM DAMAGE DURING CONSTRUCTION. A2 EXISTING RELOACTED FIRE EXTINGUISHER CABINET. REFER TO SHEET G001 FOR STANDARD MOUNTING HEIGHTS. A3 PROVIDE GLAZED INTERIOR WALL AND DOOR ASSEMBLY TO MATCH EXISTING ADJACENT AT CONFERENCE ROOM 105. GENERAL NOTES -FLOOR PLAN A. ALL DIMENSIONS SHOWN ARE TO FINISHED FACE OF WALL. (U.N.O.). ALIGN WALLS WITH ADJACENT SURFACES IF IT APPEARS TO ALIGN. LOCATIONS THAT ARE UNCLEAR WILL BE KEY NOTED. B. ALL CLEAR DIMENSIONS ARE TO BE EXACT WITHIN 1/8"; ALONG FULL HEIGHT AND FULL WIDTH OF WALLS. CONTRACTOR SHALL NOT ADJUST ANY DIMENSIONS MARKED "CLEAR" OR "CLR" WITHOUT WRITTEN INSTRUCTION FROM THE ARCHITECT. C. WHERE PRESENT, VERIFY INTEGRITY OF EXISTING FIRE-RATED PARTITIONS TO REMAIN AND REPORT FINDINGS TO THE PROJECT MANAGER. D. WHERE PRESENT, GENERAL CONTRACTOR RESPONSIBLE FOR MAINTAINING INTEGRITY OF EXISTING FIRE-PROOFING.IF ANY EXISTING FIRE PROOFING IS DAMAGED IN ANY WAY, CONTACT ARCHITECT, JLL OWNER'S REPRESENTATIVE, AND LANDLORD IMMEDIATELY. E. ALL NEW PARTITIONS TO BE TYPE C3, U.N.O. SEE SHEET A301 FOR DETAILS. F. PROVIDE FIRE-RETARDANT WOOD BLOCKING IN WALLS FOR CASEWORK. REFER TO PLANS AND CASEWORK SECTION(S) FOR LOCATIONS. G. IF THE CONTRACTOR ENCOUNTERS MATERIAL THAT IT REASONABLY BELIEVES TO BE HAZARDOUS (ASBESTOS, MOLD, ETC), THE CONTRACTOR SHALL IMMEDIATELY SUSPEND WORK IN THE AREA AND REPORT THE CONDITION TO THE OWNER AND THE ARCHITECT. H. GC TO ENSURE ALL FIRE ALARM AND FIRE SPRINKLER SYSTEMS, WHERE APPLICABLE, ARE MODIFIED AT NEW CONSTRUCTION AS REQUIRED BY LOCAL AHJ TO ENSURE FULL COVERAGE. 3/16" = 1'-0"1 GROUND FLOOR ARCHITECTRAL, POWER AND COMMUNICATIONS PLAN GENERAL NOTES -POWER & COMM. A. THIS SHEET IS FOR DESIGN INTENT AND LOCATIONS OF POWER, VOICE, DATA AND CARD READER DEVICES ONLY. DEVICE MOUNTING HEIGHTS INDICATED ON ARCHITECTURAL PLANS GOVERN. B. FIRE SAFETY MUST BE MAINTAINED FOR ALL PERSONNEL WORKING ON THE FLOOR. ALL FIRE ALARMS, SPEAKERS, ETC. MUST REMAIN OPERABLE AT ALL TIMES. NOTIFY BUILDING SECURITY AND BUILDING MANAGER OF DAMAGED SYSTEMS AND REPAIR OR REPLACE DAMAGED SYSTEMS IMMEDIATELY. C. ELECTRICAL CONTRACTOR SHALL PROPERLY LABEL ALL ELECTRICAL PANELS. D. LIGHT SWITCHES, OUTLETS AND RECEPTACLE COVER PLATES TO MATCH EXISTING, U.N.O. E. ALL POWER, VOICE & DATA DIMENSIONS ARE TO THE CENTERLINE OF OUTLETS / DEVICES OR TO THE CENTERLINE OF OUTLET / DEVICE CLUSTER GROUPS, U.N.O. F. INSTALL ADJACENTLY LOCATED ELECTRICAL / DATA OUTLETS AND/OR DEVICES AS CLOSE TOGETHER AS POSSIBLE ON PARTITIONS. G. OUTLETS SHOWN BACK TO BACK ON PARTITION WALLS SHALL BE OFFSET 1'-0", MINIMUM OR MOUNTED AT DIFFERENT HEIGHTS IF INDICATED. H. INSTALL WALL MOUNTED OUTLETS 18 INCHES ABOVE FINISHED FLOOR, U.N.O. I. COORDINATE DEVICE LOCATIONS WITH GRAPHICS PACKAGE. 42" DUPLEX OUTLET DEVICE HEIGHT A.F.F. QUAD OUTLET DATA OUTLET (1) DATA PORT PROVIDED QUANTITY OF DATA PORTS5 LEGEND - POWER & COMM. NOTE: ALL SYMBOLS MAY NOT APPLY N GENERAL NOTES -RCP A. COORDINATE THE WORK OF ALL TRADES TO ENSURE CLEARANCES FOR FIXTURES, DUCTS, PIPING, SOFFITS, CEILING SUSPENSION SYSTEM, ETC.. NECESSARY TO MAINTAIN THE FINISHED CEILING HEIGHTS INDICATED ON DRAWINGS PRIOR TO CONSTRUCTION. B. THIS DRAWING IS INTENDED AS DESIGN INTENT FOR LIGHTING LAYOUT. C. COORDINATE ALL RECESS DEPTHS OF FIXTURES WITH HVAC DUCTS, PIPES, BEAMS, ETC. BEFORE ORDERING FIXTURES. D. LIGHT FIXTURES, EXIT SIGNS, SPRINKLERS AND OTHER CEILING ELEMENTS SHALL BE LOCATED 1'-0" OFF SHORT SIDE AND 1'-0" OFF LONG SIDE OF INDIVIDUAL CEILING TILE AS SHOWN ON CEILING PLAN, U.N.O. E. ALL SOFFITS AND CEILING HEIGHTS ARE DIMENSIONED FROM TOP OF FINISHED FLOOR TO BOTTOM OF GYP. BD. OR CEILING TILE AND SHALL ALLOW FOR THICKNESS OF ALL FLOOR FINISHES. F. GC TO ENSURE ALL FIRE ALARM AND FIRE SPRINKLER SYSTEMS, WHERE APPLICABLE, ARE MODIFIED AT NEW CONSTRUCTION AS REQUIRED BY LOCAL AHJ TO ENSURE FULL COVERAGE. G. LIGHT FIXTURES DIMENSIONS ARE TO THE CENTERLINE OF FIXTURE U.N.O. H. SEE SHEET i101 FOR FINISH SCHEDULE. I. GC TO ENSURE THAT HVAC DISTRIBUTION IS MAINTAINED AT NEW CONSTRUCTION. COORDINATE WITH US BANK PROJECT MANAGER AND MODIFY AS NECESSARY TO ENSURE HVAC COMFORT LEVELS ARE MAINTAINED. KEYNOTES - RCP NO. DESCRIPTION R1 CROSSHATCH INDICATES EXTENT OF 4" SOUND ATTENUATION INSULATION LAYED OVER ACT CEILING. INSULATION TO TURN UPWARDS ACROSS THE WALLS. INSULATION TO BE ASTM C665, TYPE I, SEMI-RIGID MINERAL FIBER. BASIS OF DESIGN JOHNS-MANSVILLE SOUND SHIELD BATTS. R2 PROVIDE GYPSUM BOARD BULKHEAD AT 8'-0" A.F.F. PAINT PT-1A. R3 EXISTING GYPSUM CEILING TO REMAIN. 3/16" = 1'-0"2 GROUND FLOOR REFLECTED CEILING PLAN N KEYNOTES - POWER & COMM. NO. DESCRIPTION E1 PROVIDE ONE DUPLEX OUTLET AND DUAL PORT DATA JACK MOUNTED AT 18" AT EACH DESK U.N.O. OUTLET IS TO BE ON DEDICATED 20 AMP CIRCUIT. SEE FURNITURE SCHEDULE FOR INTEGRAL POWER/DATA IN DESK. ELECTRICIAN TO REFER TO FURNITURE DEALERS INSTALLATION PLAN FOR EXACT PLACEMENT OF POWER. No. Date Description 02/28/202302/28/2025 09/29/2023 SCALE: DOOR TYPES 1/4" = 1'-0" SE E S C H E D U L E SCHED SEE FG2 FULL GLASS (TOP AND BOTTOM RAILS) CENTERLINE OF DEADLOCK STRIKE CENTERLINE OF DOOR PULL GRIP AND PUSH / PULL BAR CENTERLINE OF STRIKE FOR KNOB LOCKS, HANDLE SETS, ROLLER LATCHES AND EXIT DEVICES. NOTE: USE THREE HINGES FOR DOORS UP TO AND INCLUDING 7'-6", ADD 1 HINGE FOR EACH 2'-6" IN HEIGHT OR FRACTION THEREOF. NOTE: 1. LOCATE ELECTRICAL AND TELEPHONE WALL OUTLETS AND SWITCH PLATES AT NEAREST STUD FROM SCALED LOCATION ON PLAN UNLESS SPECIFICALLY DIMENSIONED. 2. SHOULD ANY OF THESE DIMENSIONS DIFFER FROM THAT REQUIRED BY ACCESSIBLE REQUIREMENTS, IT IS TO BE SPECIFICALLY BROUGHT TO THE ARCHITECT'S ATTENTION IN THE SHOP DRAWINGS. THERE WILL BE NO ADDITIONAL COMPENSATION FOR PROVIDING DOORS WHICH MEET ACCESSIBLE. CENTERLINE OF ALL DEVICES (SIM AT OPEN DOOR CONDITION) HINGE -TYP DIMENSION TO CENTERLINE OF HINGE -TYP SPEAKER / STROBE (WHERE OCCURS) DOOR AND FRAME AS SCHEDULED THERMOSTAT (WHERE OCCURS) KEY PUNCH LOCK (WHERE OCCURS) HARDWARE AS SCHEDULED TELEPHONE / DATA AND DUPLEX OUTLET (WHERE OCCURS) LIGHT SWITCH (WHERE OCCURS) 3" MIN1' - 3 " 3' - 6 " 6 " 5' - 7 " 6' - 8 " 10 " E Q E Q E Q 5 " SE E S C H E D U L E 3' - 4 " M I N 3' - 6 " 4' - 0 " 6"3' - 0"2' - 0" 5' - 6" 8' - 0 " 121 GW02 SEE SCHEDULE FOR DOOR HARDWARE GL-5 GL-5 4' - 0" +/- 8' - 0 " GW01 GL-5 GL-5 PTN TYPE STUD WIDTH PTN WIDTH UL DESIGN STC RATING W/O INSUL W/ INSUL NOTESFIRE RATING DESCRIPTION: TYPE C -PARTIAL HEIGHT (TERMINATE AT 4" ABOVE CEILING) C2 2 1/2" 3 3/4"NA 40 FOR TOP OF WALL SEE DETAIL: 2/A301 AND 6/A320 FOR BRACING IN SEISMIC ZONESNA C3 3 5/8" 4 7/8"NA 40 FOR TOP OF WALL SEE DETAIL: 2/A301 AND 6/A320 FOR BRACING IN SEISMIC ZONESNA C4 4" 5 1/4"NA 40 FOR TOP OF WALL SEE DETAIL: 2/A301 AND 6/A320 FOR BRACING IN SEISMIC ZONESNA C6 6" 7 1/4"NA 40 FOR TOP OF WALL SEE DETAIL: 2/A301 AND 6/A320 FOR BRACING IN SEISMIC ZONESNA 5/8" GYPSUM BOARD METAL STUD 16" O.C. - 20 GA MIN 5/8" GYPSUM BOARD PARTITION AS SCHEDULED CEILING AS SCHEDULED CROSS-BRACE AT 48" O.C. IN ALTERNATE DIRECTIONS. 4" 20GA - 3 5/8" STUD TO JOISTS ABOVE. SEE 6/A320 PARTITION TAG 1 A3 X PARTITION TYPE PARTITION MODIFIER (OPTIONAL) PARTITION TYPE MODIFIERS A ACOUSTIC INSULATION B BURNISHED CMU G CHANGE IN STUD GAUGE P PARTIAL HEIGHT -INDICATE HEIGHT WITH TEXT NOTE S CHANGE IN STUD SPACING F FULL HEIGHT GYP BD PARTITION LEGEND FIRE RATING 48" AFF TEXT NOTE Project For Sheet Issues / Revisions Certification Project No. Drawn By Checked By Date NOTICE: The designs shown and described herein including all technical drawings, graphics, and models thereof, are proprietary and cannot be copied, duplicated or commercially exploited, in whole or in part, without express written permission of RSP Architects. These are available for limited review and evaluation by clients, consultants, contractors, government agencies, vendors and office personnel only in accordance with this Notice. © Copyright RSP Architects 2023. All rights reserved. Consultants Expiration date License Number Name 1220 Marshall Street NE Minneapolis Minnesota 55413-1036 612.677.7100 612.677.7499 fax www.rsparch.com RSP Architects Project Contact: Megan Luken 612.677.7479 ALL BIDDING QUESTIONS TO BE DIRECTED TO THE JLL PROJECT MANAGERS. SEE SHEET G000. Date Signed 02/28/2025 9/28/2023 4:10:02 PM BIM 360://US Bank Corporate 2020/A20_CA Arcadia - Lvl 1.rvt DOOR SCHEDULE, DOOR TYPES, DOOR HARDWARE, FRAME TYPES, PARTITION TYPES AND DETAILS 1485.486BED RP MACL 09/29/2023 A301 C38207 Scott M. Klopfer 1400 S. BLADWIN AVE, ARCADIA, CA 91007 09/29/2023 DOOR SCHEDULE DOOR ROOM NAME DOOR FRAME SPECS COMMENTSNO. W H T TYPE MATL. GLASS TYPE MATL. GLASS RATING HDWR. 100A LOBBY 6' - 0" 8' - 0" 1 3/4" EXIST EXIST EXIST EXIST EXIST EXIST -- EXIST 1 100B LOBBY 6' - 0" 8' - 0" 1 3/4" EXIST EXIST EXIST EXIST EXIST EXIST -- EXIST 1 105 CONFERENCE 3' - 0" 8' - 0" 1 3/4" EXIST EXIST EXIST EXIST EXIST EXIST EXIST 1 106 BACK OF HOUSE 3' - 0" 7' - 0" 1 3/4" EXIST EXIST - EXIST EXIST - -- EXIST 1 107 QUIET ROOM 3' - 0" 7' - 0" 1 3/4" EXIST EXIST - EXIST EXIST - -- EXIST 1 109 COUPON 3' - 0" 7' - 0" 1 3/4" EXIST EXIST - EXIST EXIST --- EXIST 1 111 HALLWAY 3' - 0" 7' - 0" 1 3/4" EXIST EXIST - EXIST EXIST - -- EXIST 1 112 NER/STORAGE 3' - 0" 7' - 0" 1 3/4" EXIST EXIST - EXIST EXIST - -- EXIST 1 113 TOILET 3' - 0" 7' - 0" 1 3/4" EXIST EXIST - EXIST EXIST --- EXIST 1 114 TOILET 3' - 0" 7' - 0" 1 3/4" EXIST EXIST - EXIST EXIST --- EXIST 1 115 ELECT./JANITOR 3' - 0" 7' - 0" 1 3/4" EXIST EXIST - EXIST EXIST - -- EXIST 1 116A BREAK ROOM 3' - 0" 7' - 0" 1 3/4" EXIST EXIST - EXIST EXIST - -- EXIST 1 116B BREAK ROOM 3' - 4" 7' - 0" 1 3/4" EXIST EXIST - EXIST EXIST - EXIST 1 117 CLOSET 3' - 0" 7' - 0" 1 3/4" EXIST EXIST - EXIST EXIST --- EXIST 1 121 WM OFFICE 3' - 0" 8' - 0" 1 3/4" FG2 AL GL-5 GW02 AL GL-5 -- 21 GLAZING NOTES: 1. ALL GLAZING AT GLAZED INTERIOR WALL TO BE FULLY TEMPERED PER SECTIONS 08 80 00 AND 10 23 10. SCALE: GLAZED INTERIOR WALL AND DOOR ASSEMBLIES (OFFICE FRONTS) -SEE SPEC 10 23 10 1/4" = 1'-0" 1/2" = 1'-0"1 TYPICAL HARDWARE LOCATIONS HARDWARE SUMMARY -REFER TO SPECIFICATIONS FOR COMPLETE HARDWARE GROUP INFORMATION GENERAL NOTES -HARDWARE A. GC TO COORDINATE WITH JLL PM AND U.S. BANK FACILITY MANAGER TO CONFIRM REQUIRED CYLINDER IS LARGE OR STANDARD. B. REFER TO SPECIFICATION SECTION 08 71 00 FOR DOOR HARDWARE GROUPS. C. IF LOCATED IN A MULTI-TENANT BUILDING, COORDINATE SPECIFIED EXTERIOR DOOR HARDWARE WITH BUILDING LANDLORD FOR COMPATABILITY / COMPLIANCE WITH BUILDING STANDARDS. D. WHERE EXISTING DOORS ARE SCHEDULED, G.C. TO FIELD VERIFY OPENING SIZES, DOOR TYPE AND THICKNESSES. GLASS TYPES GL-5 1/2" THICK CLEAR HEAT-STRENGTHENED FLOAT GLASS SEE SPEC SECTION 08 80 00 FOR MORE INFORMATION 3" = 1'-0"2 HEAD DETAIL AT PARTITION TYPE C DOOR COMMENTS: 1. EXISTING DOOR AND DOOR HARDWARE TO REMAIN. REMOVE EXISTING DOOR KNOD AND MODIFY EXISTING HARDWARE, OR PROVIDE NEW AS REQUIRED TO PROVIDE NEW LEVER HANDLE. EXISTING DOOR FUNCTION TO REMAIN. GLASS INTERIOR WALL SWING DOOR: 2 DOOR PULLS (ROCKWOOD/ASSA ABLOY RM 3302-96", US32D FINISH), 1 PIVOT SET (RIXON 370, US26D FINISH). BALANCE OF HARDWARE BY GLASS INTERIOR WALL SUPPLIER. SEE SPEC SECTION 10 23 10.21 No. Date Description 02/28/202302/28/2025 09/29/2023 45° M AX 45° MAX 2" MAX, TYP 45° M AX 4 5 ° M A X FOR COMPRESSION POST CONNECTION TO ROOF DECK, SEE 7/A320 CUT FLANGE AND FOLD OVER TO FORM 90° TERMINATION. SECURE W/ #8 SMS EA FLANGE ROOF OR FLOOR DECK ABOVE COPE FLANGES AND SECURE TO MAIN RUNNER W/ (2) #8 SMS DOUBLE POST OPTIONS: OR #8 SMS @ 16" OC COMPRESSION POST @ 12'-0" O.C. IN BOTH DIRECTIONS, STARTING 6'-0" MAX FROM WALLS. -FOR LENGTHS LESS THAN 9'-0", USE 250S162-33 STL COMPRESSION POST. -FOR LENGTHS BETWEEN 9'-0" AND 14'-0", USE DOUBLE 250S162-33 STL COMPRESSION POST. FOR SPLAYED WIRE CONNECTION TO ROOF DECK SEE 5/A320. 12 GA (MIN) LATERAL SUPPORT WIRES SPLAYED 90° FROM EACH OTHER AT AN ANGLE NOT EXCEEDING 45° FROM THE PLANE OF THE CEILING. ATTACH WIRES TO MAIN RUNNER W/ MIN. 4 TURNS IN 1-1/2". PROVIDE AT EACH COMPRESSION POST. HEAVY DUTY MAIN TEE @ 4'-0" O.C. CROSS TEE @ 2'-0" O.C. CONTRACTOR OPTION: SUBMIT CERTIFIED CALCULATION AND DETAILS FOR ALTERNATE COMPRESSION POST TO ENGINEER AND ARCHITECT FOR REVIEW AND APPROVAL TEE PERIMETER HANGER WIRE 6 1 7/8" x 7/8" WALL MOLDING CEILING SYSTEM SEISMIC CLIP 8" MAX. TIGHT SCREW FIXED SIDE 6 1 8" MAX. FLOATING SIDE OPTIONAL LOOSE SCREW 3/4" CONTRACTOR OPTION AT FIXED SIDE: POP RIVET TEE TO WALL MOLDING. FIX E D S I D E FIXED SIDE FL O A T I N G S I D E CROSS TEE CROSS TEE HEAVY-DUTY MAIN TEE CR O S S T E E CR O S S T E E 12-GAUGE HANGER WIRE LEGEND: SEISMIC CLIP SEISMIC CLIP OR RIVETED HEAVY-DUTY MAIN TEE TYP 8" MAX SUPPLEMENTAL HANGER WIRES ARE REQUIRED AT LIGHT FIXTURES AND AIR TERMINALS WHERE THE CROSS TEE HAS A LOAD CAPACITY LESS THAN 16 LB/FT. SUPPLEMENTAL WIRE HANGERS SHALL BE LOCATED WITHIN 3" OF EACH CORNER. REFER TO GENERAL NOTES THIS SHEET FOR LIGHT FIXTURE AND AIR TERMINAL SUPPORT REQUIREMENTS. PARTITION AS SCHEDULED WALL BASE AS SCHEDULED EXISTING SLAB CONT. 20 GA UNPUNCHED TRACK W/ 1-5/16" MIN. FLANGE HILTI POWDER ACTUATED FASTENER XU 0.157 DIA. W/ MIN. 1" PENETRATION @ 32" O.C. OR EQUAL PER ICC ESR 2269 (1) #8 SMS BOTH SIDES OF TRACK AT EACH STUD 10 GA MIN. HANGER WIRE SCREW TRACK TO TRACK W/ #8 SMS @ 12" O.C. 162T125-43 / 250T150-43 / 350T-43 AS OCCURS CONTINUOUS WALL TYPE AS SCHEDULED 162T125-43 / 250T150-43 / 350T-43 AS OCCURS CONTINUOUS MINIMUM STUDUNSUPPORTED LENGTH 4' - 0" 6' - 0" 8' - 0" 10' - 0" 162S125-18 @ 2'-0" O.C. 162S125-30 @ 2'-0" O.C. 250S125-18 @ 2'-0" O.C. 250S125.33 @ 1'-4" O.C. 350S125-30 @ 2'-0" O.C. 350S125-33 @ 1'-4" O.C. 350S162-33 @ 2'-0" O.C. SCREW TRACK TO STUD W/ (2) #8 SMS @ EACH STUD WALL TYPE AS SCHEDULED 12 GA HANGER WIRE, MIN. 3 TURNS VERTICAL 1/4" DIA. CLOSED EYE SCREW, 1" MIN. EMBEDMENT EXISTING WOOD I-JOIST SPLAY 12 GA HANGER WIRE, MIN. 3 TURNS 1/4" DIA. CLOSED EYE SCREW, 1 1/4" MIN. EMBEDMENT ADD 2 1/2" X 20 GA. METAL STUD BRACING BETWEEN JOISTS. ATTACH TO BOTTOM OF EACH JOIST W/ (1) #10 WOOD SCREW, 1" MIN. EMBEDMENT. EXISTING WOOD I-JOIST IF DIAGONAL BRACE IS LONGER THAN 10'-0" PROVIDE HORIZONTAL MEMBER AT MID POINT. (2) #8 WOOD SCREWS, 3/4" MIN. EMBEDMENT METAL STUD BRACING ADD 2 1/2" X 20 GA. METAL STUD JOIST BRACING. ATTACH TO BOTTOM OF EACH JOIST W/ (1) #10 WOOD SCREW, 1" MIN. EMBEDMENT, WITHIN 6" OF LATERAL BRACING . NOTE: JOIST BRACING NOT REQUIRED AT LATERAL BRACING PARALLEL TO I-JOISTS. EXISTING WOOD I-JOIST PROVIDE BLOCKING OR 2X4 CROSS BRACING BETWEEN AT SOFFITS/BULKHEADS ONLY CONT. 18 GA UNPUNCHED TRACK W/ 2 1/2" MIN. DEEP LEGS. ATTACH FRAMING TO TRACK W/ (1) #8 SMS BOTH SIDES. EXISTING WOOD I-JOIST EXISTING WOOD DECK 2x4 BLOCKING AT COMPRESSION POSTS; 4x6 BLOCKING AT SOFFITS/BULKHEADS. HANGER AT EACH END ATTACH COMPRESSION POSTS TO BLOCKING W/ (2) #8 WOOD SCREWS, 1 1/4" MIN. EMBED; ATTACH SOFFIT/BULKHEAD TRACK TO BLOCKING W/ (2) 1/4" X 2" LAG SCREWS AT 24" O.C. PARALLEL TO JOISTS PERPENDICULAR TO JOISTS BACKER BLOCK BOTH SIDES INSTALLED TIGHT TO FLANGES WITH (10) 10d NAILS, CLINCHED WHEN POSSIBLE. 16 GA METAL DEEP LEG DEFLECTION TRACK. FASTEN TO METAL STUD TRACK W/ (2) #8 SMS AT PARTITIONS W/ FULL-HEIGHT GYP. BD., DO NOT ATTACH GYP. BD. TO STUDS WITHIN 1 1/2" OF DEFLECTION TRACK. 20 GA METAL STUD RUNNER - DO NOT ATTACH TO DEFLECTION TRACK 1 1 / 2 " M I N . PARALLEL TO JOISTS PERPENDICULAR TO JOISTS EXISTING WOOD I-JOIST EXISTING WOOD DECK AT PARTITIONS W/ FULL-HEIGHT GYP. BD. FILL VOID ABOVE DEFLECTION TRACK W/ SOUND BATTS. 1 1 / 2 " M I N . 18 GA METAL STUD TRACK. CLIP FLANGES AT EACH END AND ATTACH TO JOISTS W/ (2) #6 WOOD SCREWS, 1" MIN. EMBEDMENT. -AT PARALLEL TO JOIST CONDITIONS, PROVIDE AT 48" O.C. Project For Sheet Issues / Revisions Certification Project No. Drawn By Checked By Date NOTICE: The designs shown and described herein including all technical drawings, graphics, and models thereof, are proprietary and cannot be copied, duplicated or commercially exploited, in whole or in part, without express written permission of RSP Architects. These are available for limited review and evaluation by clients, consultants, contractors, government agencies, vendors and office personnel only in accordance with this Notice. © Copyright RSP Architects 2023. All rights reserved. Consultants Expiration date License Number Name 1220 Marshall Street NE Minneapolis Minnesota 55413-1036 612.677.7100 612.677.7499 fax www.rsparch.com RSP Architects Project Contact: Megan Luken 612.677.7479 ALL BIDDING QUESTIONS TO BE DIRECTED TO THE JLL PROJECT MANAGERS. SEE SHEET G000. Date Signed 02/28/2025 9/28/2023 4:10:03 PM BIM 360://US Bank Corporate 2020/A20_CA Arcadia - Lvl 1.rvt SEISMIC INTERIOR DETAILS 1485.486BED RP MACL 09/29/2023 A320 C38207 Scott M. Klopfer 1400 S. BLADWIN AVE, ARCADIA, CA 91007 09/29/2023 3 SUSPENDED CEILING COMPRESSION POST 3" = 1'-0"4 SUSPENDED CEILING PERIMETER CLIPS 2 SUSPENDED CEILING DIAGRAM GENERAL NOTES -SEISMIC GENERAL NOTES: 1. VERIFY ROOF/FLOOR DECK MATERIAL. NOTIFY ARCHITECT IMMEDIATELY IS DIFFERENT THAN THAT SHOWN IN DRAWINGS. 2. SUSPENDED ACOUSTICAL CEILING SYSTEMS SHALL BE INSTALLED IN ACCORDANCE WITH THE PROVISIONS OF ASTM C 635 AND 636 AND ASCE 7-16, SEC. 13.5.6 SUSPENSION SYSTEM DESIGN 1. REQUIREMENTS ARE BASED ON THE 2018 INTERNATIONAL BUILDING CODE, ASCE/SEI 7-16 'MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES', AND CISCA 'GUIDELINES FOR SEISMIC RESTRAINT FOR DIRECT-HUNG SUSPENDED CEILING ASSEMBLIES. 2. MINIMUM DESIGN LOADS FOR CEILINGS PER ASCM 7 SECTION 9.6.2.6.2.2. SUSPENSION SYSTEM INSTALLATION, GENERAL 1. INSTALL PER ASTM E580 AND SUSPENDED CEILING SYSTEM MANUFACTURER'S WRITTEN INSTRUCTIONS. 2. DO NOT PROCEED WITH INSTALLATION UNTIL ALL WET WORK SUCH AS CONCRETE, TERRAZZO, PLASTERING AND PAINTING HAS BEEN COMPLETED AND THOROUGHLY DRIED OUT, UNLESS EXPRESSLY PERMITTED BY MANUFACTURER'S PRINTED RECOMMENDATIONS. 3. MEASURE EACH CEILING AREA AND ESTABLISH LAYOUT OF ACOUSTICAL UNITS TO BALANCE BORDER WIDTHS AT OPPOSITE EDGES OF EACH CEILING. AVOID USE OF LESS THAN HALF WIDTH UNITS AT BORDERS, AND COMPLY WITH REFLECTED CEILING PLANS. COORDINATE PANEL LAYOUT WITH MECHANICAL AND ELECTRICAL FIXTURES. 4. INSTALL ACOUSTICAL PANELS IN COORDINATION WITH SUSPENDED SYSTEM, WITH EDGES RESTING ON FLANGES OF MAIN RUNNER AND CROSS TEES. CUT AND FIT PANELS NEATLY AGAINST ABUTTING SURFACES. SUPPORT EDGES BY WALL MOLDINGS. 5. INSTALL LIGHT FIXTURES AND SERVICES PER ASTM E580 SECTIONS 5.3, 5.4. PROVIDE SUPPLEMENTAL HANGER WIRES AT SUSPENSION SYSTEM TEES PER DETAIL 2 THIS SHEET. 6. EXCEPT WHERE RIGID BRACES ARE USED TO LIMIT LATERAL DEFLECTIONS, SPRINKLER HEADS AND OTHER PENETRATIONS SHALL HAVE A 2" OVER SIZE RING, SLEEVE, OR ADAPTER THROUGH THE CEILING TILE TO ALLOW FOR FREE MOVEMENT OF AT LEAST 1" IN ALL HORIZONTAL DIRECTIONS. ALTERNATIVELY, A SWING JOINT THAT CAN ACCOMMODATE 1" OF CEILING MOVEMENT IN ALL HORIZONTAL DIRECTIONS ARE PERMITTED TO BE PROVIDED AT THE TOP OF THE SPRINKLER HEAD EXTENSION. 7. PROVIDE SEISMIC SEPARATION JOINT(S), LIMITING CEILING AREAS TO NO MORE THAN 2500 SF. SUSPENSION SYSTEM INSTALLATION, SPECIFIED PRODUCT 1. INSTALL PER ASTM E580 AND SUSPENDED CEILING SYSTEM MANUFACTURER'S WRITTEN INSTRUCTIONS, EXCEPT AS NOTED IN SECTION 4.4.3.1 OF ESR-1308 AND APPROVED BY THE AUTHORITIES HAVING JURISDICTION. 2. ESR-1308, SECTION 4.4.3.1, ALTERNATE SEISMIC DESIGN CATEGORY D,E AND F INSTALLATION: A. UNDER THIS INSTALLATION, THE RUNNERS MUST BE RATED HEAVY-DUTY AND HAVE A MINIMUM SIMPLE SPAN UNIFORM LOAD OF 16.35 POUNDS PER LINEAL FOOT (238 N/M); MAXIMUM CEILING WEIGHT PERMITTED IS 1.80 POUNDS PER SQUARE FOOT (8.78 KG/M2). B. THE BERC-2 CLIP IS USED TO SECURE THE MAIN RUNNERS AND CROSS RUNNERS ON TWO ADJACENT WALLS TO THE STRUCTURE AND THE TWO OPPOSITE WALLS TO THE PERIMETER TRIM, AS DETAILED BELOW. A NOMINAL 7/8-INCH (22 MM) WALL MOLDING IS USED IN LIEU OF THE 2-INCH (51 MM) PERIMETER SUPPORTING CLOSURE ANGLE REQUIRED BY SECTION 9.6.2.6.2.2 (B) OF ASCE-7 FOR SEISMIC DESIGN CATEGORIES D, E AND F. EXCEPT FOR THE USE OF THE BERC-2 CLIP AND THE 7/8-INCH (22 MM) WALL MOLDING AND ELIMINATION OF SPREADER BARS, INSTALLATION OF THE CEILING SYSTEM MUST BE AS PRESCRIBED BY THE APPLICABLE CODE. C. THE BERC-2 CLIP IS ATTACHED TO THE WALL MOLDING BY SLIDING THE LOCKING LANCES OVER THE HEM OF THE VERTICAL LEG OF THE WALL MOLDING. CLIPS INSTALLED ON THE WALLS WHERE THE RUNNERS ARE FIXED ARE ATTACHED TO THE RUNNER BY A SHEET METAL SCREW THROUGH THE HORIZONTAL SLOT IN THE CLIP INTO THE WEB OF THE RUNNER. D. CLIPS INSTALLED ON THE WALLS WHERE THE RUNNERS ARE NOT FIXED TO THE RUNNER ALLOW THE TERMINAL RUNNER END TO MOVE 3/4 INCH (19.1 MM) IN BOTH DIRECTIONS. BERC-2 CLIPS INSTALLED IN THIS MANNER ARE AN ACCEPTABLE MEANS OF PREVENTING RUNNERS FROM SPREADING IN LIEU OF SPACER BARS REQUIRED IN CISCA 3-4, WHICH IS REFERENCED IN ASCE 7, SECTION 9.6.2.6.2.2, WHICH IS REFERENCED IN IBC SECTION 1621. 3.THE SJCG SEISMIC SEPARATION JOINT CLIP IS TO BE INSTALLED PER THE MANUFACTURER'S INSTRUCTIONS, CS-3815. 3" = 1'-0"9 PARTITION FLOOR ANCHOR 1 1/2" = 1'-0"1 HARD-FRAMED CEILING 3" = 1'-0"5 WIRE ATTACHMENTS AT WOOD I-JOIST 3" = 1'-0"6 METAL STUD BRACING ATTACHMENT AT WOOD I-JOISTS 3" = 1'-0"7 METAL STUD FRAMING ATTACHMENTS AT WOOD I-JOISTS 3" = 1'-0"8 DEFLECTION TRACK (NON-RATED) ATTACHMENT AT WOOD I-JOISTS No. Date Description 02/28/202302/28/2025 09/29/2023 V.I.F. 5' - 1 3/4" EQEQ 4' - 1 0 " 2' - 4 " 7' - 2 " LAM-2 GRA I N DIVIDER PANEL SHREDDER BIN TRASH CAN FILLER ALL SIDES LAM-5 LAM-2 GRA I N PTR-2 PTR-1 PTR-4 H07 H09 4 A901 3 A901 LEAVE SPACE FOR 1" FILLER - ALIGN FACE OF FILLER WITH FACE OF CABINET FRAME AND BACK FROM CABINET DOOR NOTE: OMIT GYPSUM BOARD AT HORIZONTAL METAL STUD FRAMING AT TOP OF CABINET FOR VENTING PURPOSES GYP BOARD BULKHEAD CASEWORK 5/8" GYPSUM BOARD SCHEDULED BASE 13/16" DOOR WITH HIGH PRESSURE PLASTIC LAMINATE ON EXTERIOR AND INTERIOR SURFACE. SELF EDGED WITH 3 MM HIGH IMPACT PVC EDGE BAND. MATCH DOOR FACE COLOR. 3/4" PARTICLEBOARD LAMINATED INTERIOR SIDE WITH MELAMINE LAMINATE AND BALANCING SHEET EXTERIOR SIDE. WHEN EXPOSED, EXTERIOR TO BE DECORATIVE HIGH PRESSURE LAMINATE WITH BALANCING SHEET ON INTERIOR SIDE. 3 MM HIGH IMPACT PVC EDGE BAND. SE E E L E V A T I O N S GC TO CUT 1'-4" WIDE X 9" HIGH OPENING FOR POWER AND DATA ACCESS FOR PRINTERS. 1' - 1 0 1 / 2 " 4" T/O SHELF 2' - 4 " WHEN APPLICABLE - SEE PLAN PROVIDE AIR SPACE FOR VENTING 2' - 6" TRASH CAN BY OWNER SEE PLAN FOR DIMENSION H01 H01 H02 H03 H03 H06 H07 H10 A901 2 2 ADUSTABLE SHELVES GYP. BD. BULKHEAD BRACE TO BULKHEAD FRAMING NOTE: OMIT GYPSUM BOARD AT HORIZONTAL METAL STUD FRAMING AT TOP OF CABINET FOR VENTING PURPOSES PROVIDE REMOVEABLE ACCESS PANEL IN SIDE WALL FOR DRAIN CLEANOUT. COORDINATE EXACT LOCATION AND SIZE WITH EXISTING CONDITIONS. SCHEDULED BASE 13/16" DOOR WITH HIGH PRESSURE PLASTIC LAMINATE ON EXTERIOR AND INTERIOR SURFACE. SELF EDGED WITH 3 MM HIGH IMPACT PVC EDGE BAND. MATCH DOOR FACE COLOR. 3/4" PARTICLEBOARD LAMINATED INTERIOR SIDE WITH MELAMINE LAMINATE AND BALANCING SHEET EXTERIOR SIDE. WHEN EXPOSED, EXTERIOR TO BE DECORATIVE HIGH PRESSURE LAMINATE WITH BALANCING SHEET ON INTERIOR SIDE. 3 MM HIGH IMPACT PVC EDGE BAND. SE E E L E V A T I O N S GYP. BD. BULKHEAD GC TO CUT 1'-4" WIDE X 9" HIGH OPENING FOR POWER AND DATA ACCESS FOR PRINTERS. 6" 1' - 4 1 / 2 " 4" 3/4" X 1 1/2" POPLAR CLEAT T/O SHELF 2' - 4 " BRACE TO BULKHEAD FRAMING SEE PLAN FOR DIMENSIONWHEN APPLICABLE - SEE PLAN PROVIDE AIR SPACE FOR VENTING 2' - 6" H01 H01 H02 H02 H03 H09 H10 H12 H03 A901 2 2 ADUSTABLE SHELVES NOTE: OMIT GYPSUM BOARD AT HORIZONTAL METAL STUD FRAMING AT TOP OF CABINET FOR VENTING PURPOSES Project For Sheet Issues / Revisions Certification Project No. Drawn By Checked By Date NOTICE: The designs shown and described herein including all technical drawings, graphics, and models thereof, are proprietary and cannot be copied, duplicated or commercially exploited, in whole or in part, without express written permission of RSP Architects. These are available for limited review and evaluation by clients, consultants, contractors, government agencies, vendors and office personnel only in accordance with this Notice. © Copyright RSP Architects 2023. All rights reserved. Consultants Expiration date License Number Name 1220 Marshall Street NE Minneapolis Minnesota 55413-1036 612.677.7100 612.677.7499 fax www.rsparch.com RSP Architects Project Contact: Megan Luken 612.677.7479 ALL BIDDING QUESTIONS TO BE DIRECTED TO THE JLL PROJECT MANAGERS. SEE SHEET G000. Date Signed 02/28/2025 9/28/2023 4:10:04 PM BIM 360://US Bank Corporate 2020/A20_CA Arcadia - Lvl 1.rvt MILLWORK ELEVATION AND DETAILS 1485.486BED RP MACL 09/29/2023 A901 C38207 Scott M. Klopfer 1400 S. BLADWIN AVE, ARCADIA, CA 91007 09/29/2023 1/2" = 1'-0"1 ELEVATION AT PRINTER CABINET CASEWORK HARDWARE SCHEDULE NO. Description H01 PULL: RICHELIEU BP56325128195, BRUSHED NICKEL, 128 MM H02 LOCK: DOOR LOCK- ANSI/BHMA A156.11, E07121. DRAWER LOCK- ANSI/BHMA A156.11, E07041. ALL LOCKS TO HAVE THE SAME KEY. H03 HINGE: FRAMELESS CONCEALED HINGES (EUROPEAN TYPE): ANSI/BHMA A156.9, B01602, 135 DEGREES OF OPENING, SOFT CLOSING. H04 DRAWER SLIDES: GRASS 6036 510 MM H05 DOUBLE TRASH CAN: REV-A-SHELF, 5349-18DM2, 35 QUART, WHITE. PART OF PULL OUT TRASH. H06 TRASH CAN: RUBBERMAID 2955 - 3.5 GALLON H07 TRASH GROMMET: MOCKET, TM-1, 6" DIAMETER, STAINLESS. H08 SEE SPEC SECTIONS 12 36 61.16 AND 12 36 61.19. H09 SHREDDER GROMMET: MOCKET, CP-23, PUTTY, 1-3/4" X 12" CUTOUT. H10 AIR VENT GROMMET: MOCKET, CAP-ZGAVG2. TO BE INSTALLED IN THE FACE OF CABINET. H11 PULL OUT PRINTER SHELF: KNAPP AND VOGT, KV-8405-22". H12 SHREDDER BIN HOOKS: HAFELE, 845.01-806. H13 HEAVY-DUTY SHELF STANDARD H14 HEAVY-DUTY SHELF BRACKET H16 WIRE MANAGER BRUSH STRIP: MOCKET BR. CUT TO LENGTH. H18 DUAL SIDED DESK GROMMET: MOCKET MAX14. H19 RECESSED PULL: RICHELIEU 3100, BRUSHED NICKEL. H20 DESK GROMMET: RICHELIEU 9006030 WHITE GROMMET, 60 MM HOLES. H21 SINGLE TRASH CAN: REV-A-SHELF, 5349-15DM18-1, 35 QUART, WHITE. PART OF PULL OUT TRASH. ALL MILLWORK AND COUNTERTOPS PROVIDED BY OHIO WOODWORKING. INSTALLED BY GC. 1 1/2" = 1'-0"2 1" FILLER ABOVE PRINTER CABINET DETAIL 1" = 1'-0"3 PRINTER CABINET SECTION AT TRASH 1" = 1'-0"4 PRINTER CABINET SECTION AT SHREDDER BIN EQUIPMENT SCHEDULE ID CODE DESCRIPTION MANUFACTURER/MODEL DIMENSIONS (W X D X H) PROVIDED / INSTALLED PLAN LOCATION NOTES CAT CASH ADVANCE TERMINAL VERIFONE MODEL VS 520 OWNER PROVIDED / OWNER INSTALLED PTR-1 MULTIFUNCTIONAL PRINTER HP MODEL M527C OWNER PROVIDED / OWNER INSTALLED PTR-2 MICR PRINTER TROY MODEL 3015DN OWNER PROVIDED / OWNER INSTALLED PTR-4 COLOR PRINTER BY US BANK OWNER PROVIDED / OWNER INSTALLED CSS/ PRINTER CABINET No. Date Description 02/28/202302/28/2025 09/29/2023 OFFICE SIDEOFFICE SIDE 3 0 - 4 5° 4" ENCAPSULATED INSULATION LAYED OVER ACT CEILING CONTINUOUS STRUCTURAL BOX BEAM HEADER CONTINUOUS MAIN RUNNERS @ 24" O.C. ENTIRE DEPTH OF OFFICES TREATED WOOD BLOCKING LOCATED BETWEEN MAIN RUNNERS, SECURE TO BLOCKING ABOVE. 6" STUDS @ 16" O.C. - SECURE TO HEADER CROSS BRACING @ 48" O.C. REFER TO DETAIL 6/A320 FOR ATTACHMENT DETAIL. CROSS-BRACING TO DECK ABOVE IN ALTERNATING DIRECTIONS AT 16" O.C. REFER TO DETAIL 6/A320 FOR ATTACHMENT DETAIL. PROVIDE ‘STIFFCLIP HE’ CLIPS FOR ANCHORAGE TO SCHEDULED STEEL STUD GYPSUM BOARD PARTITION BEYOND. TOP TRACK ANCHORS PER WALL SYSTEM MANUFACTURER 3-5/8" X 18 GA NESTED TRACK CENTERLINE OF FIXED GLASS PANELS SEE RCP B.O. ACT AS SCHEDULED 4"4" 4" GYPSUM BD. ABOVE CEILING, PER WALL TYP OFFICE/ CONFERENCE SIDE 3 0 - 4 5 ° CONTINUOUS STRUCTURAL BOX BEAM HEADER CONTINUOUS MAIN RUNNERS @ 24" O.C. ENTIRE DEPTH OF OFFICES TREATED WOOD BLOCKING LOCATED BETWEEN MAIN RUNNERS, SECURE TO BLOCKING ABOVE. 6" STUDS @ 16" O.C. - SECURE TO HEADER CROSS BRACING @ 48" O.C. REFER TO DETAIL 6/A320 FOR ATTACHMENT DETAIL. CROSS-BRACING TO DECK ABOVE IN ALTERNATING DIRECTIONS AT 16" O.C. REFER TO DETAIL 6/A320 FOR ATTACHMENT DETAIL. CIRCULATION SIDE SEE RCP B.O. ACT AS SCHEDULED 4" ENCAPSULATED INSULATION LAYED OVER ACT CEILING SEE RCP B.O. EXISTING GYP CEILING PROVIDE ‘STIFFCLIP HE’ CLIPS FOR ANCHORAGE TO SCHEDULED STEEL STUD GYPSUM BOARD PARTITION BEYOND. 5/8" GYPSUM BOARD. TOP TRACK ANCHORS PER WALL SYSTEM MANUFACTURER 3-5/8" X 18 GA NESTED TRACKCENTERLINE OF FIXED GLASS PANELS 4" 4" 4" GYPSUM BD. ABOVE CEILING, PER WALL TYP Project For Sheet Issues / Revisions Certification Project No. Drawn By Checked By Date NOTICE: The designs shown and described herein including all technical drawings, graphics, and models thereof, are proprietary and cannot be copied, duplicated or commercially exploited, in whole or in part, without express written permission of RSP Architects. These are available for limited review and evaluation by clients, consultants, contractors, government agencies, vendors and office personnel only in accordance with this Notice. © Copyright RSP Architects 2023. All rights reserved. Consultants Expiration date License Number Name 1220 Marshall Street NE Minneapolis Minnesota 55413-1036 612.677.7100 612.677.7499 fax www.rsparch.com RSP Architects Project Contact: Megan Luken 612.677.7479 ALL BIDDING QUESTIONS TO BE DIRECTED TO THE JLL PROJECT MANAGERS. SEE SHEET G000. Date Signed 02/28/2025 9/28/2023 4:10:05 PM BIM 360://US Bank Corporate 2020/A20_CA Arcadia - Lvl 1.rvt CEILING DETAILS 1485.486BED RP MACL 09/29/2023 A950 C38207 Scott M. Klopfer 1400 S. BLADWIN AVE, ARCADIA, CA 91007 09/29/2023 3" = 1'-0"2 GLASS INTERIOR WALL SYSTEM DETAIL 3" = 1'-0"1 GLASS INTERIOR WALL SYSTEM DETAIL DIFFERENT HEIGHT CEILINGS No. Date Description 02/28/202302/28/2025 09/29/2023 INTERIOR FINISH NUMBERING SYSTEM: KEY - FINISH PLAN - WALL FINISH - BASE FINISH - FLOOR FINISH XXXX XXXX XXXX SHAW SHAW ESD VB SHAW SHAW SHAW SHAW SHAW CONTRACT FLOORING TYPE PROVIDED BY INSTALLED BY NOTES CPT NOTES: 1. GC TO COORDINATE INSTALL AND SCHEDULE WITH SHAW INTERGRATED SOLUTIONS. 2. NOT INCLUDED ON THIS PROJECT. SHAW LVT SHAW 1 2 2 1 1 4 3 2 5 WM PLATFORM 120WM OFFICE 121 BACK OF HOUSE 106 QUIET ROOM 107 VAULT 108 COUPON 109 ATM 110 LOBBY 100A SUPPORT STATIONS 102 CUSTOMER WAITING 104 PLATFORM DESKS 103 LOBBY 100B CONFERENCE 105 BREAK ROOM 116 ELECT./JANITOR 115 TOILET 114 HALLWAY 111 TOILET 113NER/STORAGE 112 LAM-2 LAM-2 LAM-2 VWC-2 VWC-2 2 CPT EXIST 1 1 1 3 4 Project For Sheet Issues / Revisions Certification Project No. Drawn By Checked By Date NOTICE: The designs shown and described herein including all technical drawings, graphics, and models thereof, are proprietary and cannot be copied, duplicated or commercially exploited, in whole or in part, without express written permission of RSP Architects. These are available for limited review and evaluation by clients, consultants, contractors, government agencies, vendors and office personnel only in accordance with this Notice. © Copyright RSP Architects 2023. All rights reserved. Consultants Expiration date License Number Name 1220 Marshall Street NE Minneapolis Minnesota 55413-1036 612.677.7100 612.677.7499 fax www.rsparch.com RSP Architects Project Contact: Megan Luken 612.677.7479 ALL BIDDING QUESTIONS TO BE DIRECTED TO THE JLL PROJECT MANAGERS. SEE SHEET G000. Date Signed 02/28/2025 9/28/2023 4:10:11 PM BIM 360://US Bank Corporate 2020/A20_CA Arcadia - Lvl 1.rvt GROUND FLOOR FINISH PLAN 1485.486BED RP, HJ MACL, RG 09/29/2023 i101 C38207 Scott M. Klopfer 1400 S. BLADWIN AVE, ARCADIA, CA 91007 09/29/2023 GENERAL NOTES -FINISH PLAN A. THE AVAILABILITY OF ALL MATERIALS DESIGNATED ON THE PLANS SHALL BE VERIFIED BY CONTRACTORS AND SUBCONTRACTORS PRIOR TO ESTIMATE SUBMITTALS. CONTRACTOR TO NOTIFY PROJECT MANAGER IF SPECIFIED MATERIALS ARE NOT AVAILABLE. ANY SUBSTITUTIONS TO BE REVIEWED AND APPROVED BY THE PROJECT MANAGER AND ARCHITECT. B. CONTRACTORS SHALL FOLLOW MANUFACTURER'S SPECIFICATIONS FOR INSTALLATION OF ALL MATERIALS. C. PROVIDE TRANSITION STRIPS AT LOCATIONS WHERE TWO DISSIMILAR FLOOR FINISH MATERIALS MEET. D. GYP CEILINGS AND SOFFITS TO MATCH EXISTING. E. WHERE WALL FINISH CHANGES OCCUR, TERMINATE FINISH AT INSIDE CORNERS UNO. F. WALLS IN AREA OF SCOPE TO RECEIVE FIELD WHITE PAINT TO MATCH EXISTING. G. IN AREAS OF SCOPE, VINYL WALL BASE EXISTING TO REMAIN. REPLACE AT AREAS OF CONSTRUCTION SO NO SEAMS ARE VISIBLE EXCEPT AT CORNERS. GC TO REPAIR WALLS AS NEEDED TO LIKE- NEW CONDITION. H. REFER TO ARCHITECTURAL SHEETS AND ELEVATIONS FOR ADDITIONAL INFORMATION ON FINISHES AND LOCATIONS. I. CONTRACTOR TO ENSURE ALL SUBSTRATES ARE FLUSH AND SMOOTH FOR FINAL WALL, CEILING AND FLOOR FINISH MATERIAL INSTALLATION. GENERAL NOTES -FINISH PLAN (CA) A. FLOOR FINISHES AND MATERIALS SHALL NOT EXCEED THE INTERIOR FINISH CLASSIFICATIONS IN CBC TABLE 803.9 AND SHALL MEET THE FLAME PROPAGATION PERFORMANCE CRITERIA OF THE CALIFORNIA CODE OF REGULATIONS, TITLE 19, DIVISION 1. DECORATIVE MATERIALS SHALL BE PROPERLY TREATED BY A PRODUCT OR PROCESS APPROVED BY THE STATE FIRE MARSHAL WITH APPROPRIATE DOCUMENTATION PROVIDED TO THE CITY. B. ADHESIVES, SEALANTS, CAULKS. ADHESIVES AND SEALANTS USED ON THE PROJECT SHALL MEET THE REQUIREMENTS OF THE FOLLOWING STANDARDS. (SECTION 5.504.4.1 OF CALGREEN) ADHESIVES, ADHESIVE BONDING PRIMERS, ADHESIVE PRIMERS, SEALANTS, SEALANT PRIMERS, AND CAULKS SHALL COMPLY WITH LOCAL OR REGIONAL AIR POLLUTION CONTROL OR AIR QUALITY MANAGEMENT DISTRICT RULES WHERE APPLICABLE, OR SCAQMD RULE 1168 VOC LIMITS, AS SHOWN IN TABLES 5.504.4.1 AND 5.504.4.2 OF CALGREEN. (SEC. 5.504.4.1). A LETTER FROM THE CONTRACTOR AND OR THE BUILDING OWNER CERTIFYING WHAT MATERIAL HAS BEEN USED AND ITS COMPLIANCE WITH THE CODE MUST BE SUBMITTED TO THE BUILDING INSPECTOR. C. AEROSOL ADHESIVES, AND SMALLER UNIT SIZES OF ADHESIVES, AND SEALANT OR CAULKING COMPOUNDS (IN UNITS OF PRODUCT, LESS PACKAGING, WHICH DO NOT WEIGH MORE THAN ONE POUND AND DO NOT CONSIST OF MORE THAN 16 FLUID OUNCES) SHALL COMPLY WITH STATEWIDE VOC STANDARDS AND OTHER REQUIREMENTS, INCLUDING PROHIBITIONS ON USE OF CERTAIN TOXIC COMPOUNDS, OF CALIFORNIA CODE OF REGULATIONS, TITLE 17, COMMENCING WITH SECTION 94507. D. ARCHITECTURAL PAINTS AND COATINGS SHALL COMPLY WITH TABLE 5.504.4.2 UNLESS MORE STRINGENT LOCAL LIMITS APPLY (SECTION 5.504.3 OF CALGREEN). COORDINATE WITH CALGREEN INFORMATION IN THE PROJECT SPECIFICATIONS. A LETTER FROM THE CONTRACTOR AND OR THE BUILDING OWNER CERTIFYING WHAT PAINT HAS BEEN USED AND ITS COMPLIANCE WITH THE CODE MUST BE SUBMITTED TO THE BUILDING INSPECTOR. E. AEROSOL PAINTS AND COATINGS. AEROSOL PAINTS AND COATINGS SHALL MEET THE PRODUCT-WEIGHTED MIR LIMITS FOR ROC IN SECTION 94522(A)(3) AND OTHER REQUIREMENTS, INCLUDING PROHIBITIONS ON USE OF CERTAIN TOXIC COMPOUNDS AND OZONE DEPLETING SUBSTANCES (CCR, TITLE 17, SECTION 94520 ET SEQ). (SECTION 5.504.4.3.1 OF CALGREEN). F. ALL CARPET CUSHION INSTALLED IN THE BUILDING INTERIOR SHALL MEET THE REQUIREMENTS OF THE CARPET AND RUG INSTITUTE GREEN LABEL PROGRAM. ALL CARPET ADHESIVE SHALL MEET THE REQUIREMENTS OF TABLE 804.4.1. A LETTER FROM THE INSTALLER CERTIFYING COMPLIANCE MUST BE SUBMITTED TO THE BUILDING INSPECTOR. G. ALL CARPET INSTALLED IN THE BUILDING INTERIOR SHALL MEET AT LEAST ONE OF THE FOLLOWING TESTING AND PRODUCT REQUIREMENTS WHICH ARE LISTED IN SECTION 5.504.4.4 OF CALGREEN. 1. CARPET AND RUG INSTITUTES' GREEN LABEL PLUS PROGRAM. 2. COMPLIANT WITH THE VOC-EMISSION LIMITS AND TESTING REQUIREMENTS SPECIFIED IN THE CALIFORNIA DEPARTMENT OF PUBLIC HEALTH STANDARD METHOD FOR TESTING AND EVALUATION OF VOLATILE ORGANIC CHEMICAL EMISSIONS FROM INDOOR SOURCES USING ENVIRONMENTAL CHAMBERS, VERSION 1.1, FEBRUARY 2010 (ALSO KNOWN AS CDPH STANDARD METHOD V1.1 OR SPECIFICATION 01350) 3. NSF/ANSI 140 AT THE GOLD LEVEL OR HIGHER. 4. SCIENTIFIC CERTIFICATION SYSTEMS SUSTAINABLE CHOICE 5. COMPLIANCE WITH THE CALIFORNIA COLLABORATIVE FOR HIGH PERFORMANCE SCHOOLS (CA-CHPS) CRITERIA INTERPRETATION FOR EQ 2.2 DATED JULY 2012 AND LISTED IN THE CHPS HIGH PERFORMANCE PRODUCT DATABASE. KEYNOTES - FINISH PLAN NO. DESCRIPTION 1 CARPET EXISTING TO REMAIN. PATCH AS NEEDED AT AREAS OF CONSTRUCTION. 2 MATCH SPECIFICATION, GRAIN, AND ALIGNMENT OF CPT WITH EXISTING ADJACENT. REPLACE WITH WHOLE CARPET TILES WHERE NECESSARY TO BLEND NEW WITH EXISTING. 3 FLOOR FINISH TRANSITION TO ALIGN WITH FACE OF PARTITION. 4 GC TO PROVIDE ALUMINUM TRIM PIECE TO FINISH PLAM END. N 3/16" = 1'-0"1 GROUND FLOOR FINISH PLAN INTERIOR MATERIALS SCHEDULE MATERIAL ID SPEC. SECTION DESCRIPTION MANUFACTURER STYLE COLOR FINISH SIZE INSTALLATION METHOD CONTACT LOCATION LAM-2 06 40 23 PLASTIC LAMINATE WILSONART LANDMARK WOOD 7981K-12 SOFT GRAIN LYNETTE STENDE, 612-500-6020 FIELD MILLWORK FINISH LAM-5 06 40 23 PLASTIC LAMINATE WILSONART #6277 (419) ALUMASTEEL DECORATIVE METALS 4" HIGH 4" FOOT KICK AT BASE OF PRINTER CABINETS TRS-2 09 30 00 TILE TRIM/TRANSITION STRIP SCHLUTER SYSTEMS SCHIENE ANODIZED ALUMINUM AE ANODIZED ALUMINUM AE TRANSITION STRIP AT CARPET TO FLOOR TILE TRANSITIONS VWC-2 09 72 00 VINYL WALLCOVERING VERSA OCEAN DRIVE A191-001 CAVALIER TYPE 2, 52/54"ACCENT AT WEALTH OFFICES. No. Date Description 02/28/202302/28/2025 09/29/2023 V. I . F . 8' - 0 " EQEQEQ 2" V. I . F . 7' - 6 " 4" 3 i102 PAINT TOP 2" OF WALL BEHIND PANEL BLACK 1/4" BUTT JOINT PAINT BLACK WALL PANEL WOOD TRIM TO MATCH LAM-2, COUNTERSINK ALL FASTENERS, FILL HOLES WITH WOOD PUTTY TO MATCH FINISH. BASE AS SCHEDULED LAM-2 PAINT TOP 2" OF WALL BEHIND PANEL BLACK 1/4" BUTT JOINT PAINT BLACK WALL PANEL WOOD TRIM TO MATCH LAM-2, COUNTERSINK ALL FASTENERS, FILL HOLES WITH WOOD PUTTY TO MATCH FINISH. BASE AS SCHEDULED LAM-2 V. I . F 8' - 0 " V. I . F 7' - 6 " 2" 4" EQ EQ 3 i102 EXISTING PARTITION WALL BASE AS SCHEDULED. LAM-2 ON 3/4" CORE MATERIAL FASTENED TO 1/4" Z CLIPS SEE RCP B.O. EXISTING CEILING PAINT TOP 2" OF WALL BLACK Project For Sheet Issues / Revisions Certification Project No. Drawn By Checked By Date NOTICE: The designs shown and described herein including all technical drawings, graphics, and models thereof, are proprietary and cannot be copied, duplicated or commercially exploited, in whole or in part, without express written permission of RSP Architects. These are available for limited review and evaluation by clients, consultants, contractors, government agencies, vendors and office personnel only in accordance with this Notice. © Copyright RSP Architects 2023. All rights reserved. Consultants Expiration date License Number Name 1220 Marshall Street NE Minneapolis Minnesota 55413-1036 612.677.7100 612.677.7499 fax www.rsparch.com RSP Architects Project Contact: Megan Luken 612.677.7479 ALL BIDDING QUESTIONS TO BE DIRECTED TO THE JLL PROJECT MANAGERS. SEE SHEET G000. Date Signed 02/28/2025 12/14/2023 3:40:54 PM BIM 360://US Bank Corporate 2020/A20_CA Arcadia - Lvl 1.rvt FINISH ELEVATIONS AND SECTIONS 1485.486BED RP, HJ MACL 12/15/2023 i102 C38207 Scott M. Klopfer 1400 S. BLADWIN AVE, ARCADIA, CA 91007 12/15/2023 No. Date Description 1 12/15/2023 MODIFICATION NO.1 1/2" = 1'-0"1 ELEVATION AT WM OFFICE 1/2" = 1'-0"2 ELEVATION AT WM PLATFORM 1 1/2" = 1'-0"3 SECTION AT LAMINATE WALL PANELS 1 02/28/202302/28/2025 12/15/2023 C6 C6 WM PLATFORM 120WM OFFICE 121 BACK OF HOUSE 106 QUIET ROOM 107 VAULT 108 COUPON 109 ATM 110 LOBBY 100A SUPPORT STATIONS 102 CUSTOMER WAITING 104 PLATFORM DESKS 103 LOBBY 100B CONFERENCE 105 BREAK ROOM 116 ELECT./JANITOR 115 TOILET 114 HALLWAY 111 TOILET 113NER/STORAGE 112 EX EX S10 C16 C16 T7C C14C S10 S10 C14C T7C S10 C16 C16 1 M2 M2 T5A T5A EX 2 1 Project For Sheet Issues / Revisions Certification Project No. Drawn By Checked By Date NOTICE: The designs shown and described herein including all technical drawings, graphics, and models thereof, are proprietary and cannot be copied, duplicated or commercially exploited, in whole or in part, without express written permission of RSP Architects. These are available for limited review and evaluation by clients, consultants, contractors, government agencies, vendors and office personnel only in accordance with this Notice. © Copyright RSP Architects 2023. All rights reserved. Consultants Expiration date License Number Name 1220 Marshall Street NE Minneapolis Minnesota 55413-1036 612.677.7100 612.677.7499 fax www.rsparch.com RSP Architects Project Contact: Megan Luken 612.677.7479 ALL BIDDING QUESTIONS TO BE DIRECTED TO THE JLL PROJECT MANAGERS. SEE SHEET G000. Date Signed 02/28/2025 12/14/2023 3:40:56 PM BIM 360://US Bank Corporate 2020/A20_CA Arcadia - Lvl 1.rvt GROUND FLOOR FURNITURE PLAN 1485.486BED RP, HJ MACL, RG 09/29/2023 i301 C38207 Scott M. Klopfer 1400 S. BLADWIN AVE, ARCADIA, CA 91007 12/15/2023 GENERAL NOTES - FURNITURE PLAN A. THIS SHEET IS FOR DESIGN INTENT AND MINIMUM AISLE WIDTHS FOR FURNITURE INSTALLATION. REFER TO FURNITURE INSTALLATION DRAWINGS BY LOCAL SERVICE PROVIDER FOR FULL SCOPE OF WORK FOR FURNITURE INSTALLATION. B. FURNITURE VENDOR TO FURNISH ALL LABOR AND MATERIALS / EQUIPMENT AS REQUIRED TO COMPLETE FURNITURE INSTALLATION. C. ALL FURNITURE TO BE PROVIDED BY FURNITURE VENDOR. KEYNOTES - FURNITURE PLAN NO. DESCRIPTION 1 EXISTING CHAIRS, (1) MOBILE PEDESTAL, PRINTER, AND CABINET TO BE RELOCATED FROM BACK OF HOUSE WHERE SHOWN. 2 EXISTING MILLWORK PRINTER CABINET TO BE RELOCATED WHERE SHOWN. FURNITURE SCHEDULE Furniture ID Manufacturer Product Name Product Number Furniture Dimension Surface Leg/Base/Frame Upholstery: Seat Upholstery: Back Other Finishes Comments Type Comments C14C STEELCASE THINK CHAIR: UPHOLSTERED BACK/ UPHOLSTERED SEAT; TASK CHAIR #465A300 22-24.25"D X 28.5"W X 37.25-42"H X 16.5-21.5"SH FRAME: PLATINUM WITH POLISHED ALUMINUM BASE UPHOLSTERY: STEELCASE | FOUNDATION; FOGGY NIGHT UPHOLSTERY: STEELCASE | FOUNDATION; FOGGY NIGHT HARD CASTERS WITH ADJUSTABLE ARMS AND ADJUSTABLE LUMBAR C16 DAVIS SACHET WITH ARMS SA-1016-PA POLISHED CHROME, BLACK CASTERS DESIGNTEX - APPLESEED - MIDNIGHT DESIGNTEX - APPLESEED - MIDNIGHT SACHET M2 STEELCASE ESI; DUAL MONITOR ARM WITH CPU HOLDER ESI; EDGE2-SLV, CLAMP ON; CPU HOLDER: CPU-TC-USB S10 STEELCASE 1.5H LATERAL BOX/FILE CONFIGURATION WITH RECESSED BACK, COUNTERWEIGHT, COMMON TOP, AND GROMMETS L&R REAR. CRL15H & CRCT 18.875"D X 36"W ARCTIC WHITE ARCTIC WHITE N/A N/A BAR PULL: 9201 POLISHED CHROME; GROMMETS: 7241 ARCTIC WHITE; SURGE PROTECTOR: WHITE, MEDICAL-GRADE SURGE PROTECTOR KEY ROOM FILING ALIKE T5A STEELCASE WORK SURFACE W/ MOBILE PED AND ACCESSORIES SEE TYPE COMMENTS 24"D X 48"W CLEAR OAK ARCTIC WHITE BOH DESKS 1-24X48 WORKSURFACE (USWS) 2-24D UNIVERSAL OPEN LEG (UFQ24T) 1-SLATRAIL 42"W (WSRFS & WSR42) 1-SLATRAIL SHELF (WSPS) 1-SLATRAIL PENCIL CUP (WSPC) 1- SLATRAIL DISH (WSQS) 1-MOBILE PED (RPM2421CF W/ CUSHION TOP) 1-WIRE TRAY (TS4WIRE) 1-SOFT CABLE MANAGER (X-FCMT) T7C STEELCASE STEELCASE MIGRATION ADJUSTABLE HEIGHT DESK WITH T-LEG SPECIAL TRAPEZOID: 33"D X 40"D X 66"W; LEG SHROUD: 9"D X 42"W X 21-3/8"H CLEAR OAK ARCTIC WHITE N/A N/A TABLE POWER MODULE: ARCTIC WHITE SURFACE POWER TO BE ONE POWER RECEPTACLES & TWO TYPE A USB PORTS. PERMANENT POWER & DATA TO BE TWO POWER RECEPTACLES AND TWO DATA PORTS. FURNITURE VENDOR TO PROVIDE MEDICAL GRADE SURGE PROTECTOR. N 3/16" = 1'-0"1 GROUND FLOOR FURNITURE PLAN No. Date Description 1 12/15/2023 MODIFICATION NO.1 1 02/28/202302/28/2025 12/15/2023 Project For Sheet Issues / Revisions Certification Project No. Drawn By Checked By Date NOTICE: The designs shown and described herein including all technical drawings, graphics, and models thereof, are proprietary and cannot be copied, duplicated or commercially exploited, in whole or in part, without express written permission of RSP Architects. These are available for limited review and evaluation by clients, consultants, contractors, government agencies, vendors and office personnel only in accordance with this Notice. © Copyright RSP Architects 2023. All rights reserved. Consultants Expiration date License Number Name 1220 Marshall Street NE Minneapolis Minnesota 55413-1036 612.677.7100 612.677.7499 fax www.rsparch.com RSP Architects Project Contact: Megan Luken 612.677.7479 ALL BIDDING QUESTIONS TO BE DIRECTED TO THE JLL PROJECT MANAGERS. SEE SHEET G000. Date Signed 02/28/2025 9/28/2023 4:10:15 PM BIM 360://US Bank Corporate 2020/A20_CA Arcadia - Lvl 1.rvt SPECIFICATIONS 1485.486BED RP MACL 09/29/2023 SPEC 01 C38207 Scott M. Klopfer 1400 S. BLADWIN AVE, ARCADIA, CA 91007 09/29/2023 No. Date Description 02/28/202302/28/2025 09/29/2023 Project For Sheet Issues / Revisions Certification Project No. Drawn By Checked By Date NOTICE: The designs shown and described herein including all technical drawings, graphics, and models thereof, are proprietary and cannot be copied, duplicated or commercially exploited, in whole or in part, without express written permission of RSP Architects. These are available for limited review and evaluation by clients, consultants, contractors, government agencies, vendors and office personnel only in accordance with this Notice. © Copyright RSP Architects 2023. All rights reserved. Consultants Expiration date License Number Name 1220 Marshall Street NE Minneapolis Minnesota 55413-1036 612.677.7100 612.677.7499 fax www.rsparch.com RSP Architects Project Contact: Megan Luken 612.677.7479 ALL BIDDING QUESTIONS TO BE DIRECTED TO THE JLL PROJECT MANAGERS. SEE SHEET G000. Date Signed 02/28/2025 9/28/2023 4:10:20 PM BIM 360://US Bank Corporate 2020/A20_CA Arcadia - Lvl 1.rvt SPECIFICATIONS 1485.486BED RP MACL 09/29/2023 SPEC 02 C38207 Scott M. Klopfer 1400 S. BLADWIN AVE, ARCADIA, CA 91007 09/29/2023 No. Date Description 02/28/202302/28/2025 09/29/2023 Project For Sheet Issues / Revisions Certification Project No. Drawn By Checked By Date NOTICE: The designs shown and described herein including all technical drawings, graphics, and models thereof, are proprietary and cannot be copied, duplicated or commercially exploited, in whole or in part, without express written permission of RSP Architects. These are available for limited review and evaluation by clients, consultants, contractors, government agencies, vendors and office personnel only in accordance with this Notice. © Copyright RSP Architects 2023. All rights reserved. Consultants Expiration date License Number Name 1220 Marshall Street NE Minneapolis Minnesota 55413-1036 612.677.7100 612.677.7499 fax www.rsparch.com RSP Architects Project Contact: Megan Luken 612.677.7479 ALL BIDDING QUESTIONS TO BE DIRECTED TO THE JLL PROJECT MANAGERS. SEE SHEET G000. Date Signed 02/28/2025 9/28/2023 4:10:26 PM BIM 360://US Bank Corporate 2020/A20_CA Arcadia - Lvl 1.rvt SPECIFICATIONS 1485.486BED RP MACL 09/29/2023 SPEC 03 C38207 Scott M. Klopfer 1400 S. BLADWIN AVE, ARCADIA, CA 91007 09/29/2023 No. Date Description 02/28/202302/28/2025 09/29/2023 Project For Sheet Issues / Revisions Certification Project No. Drawn By Checked By Date NOTICE: The designs shown and described herein including all technical drawings, graphics, and models thereof, are proprietary and cannot be copied, duplicated or commercially exploited, in whole or in part, without express written permission of RSP Architects. These are available for limited review and evaluation by clients, consultants, contractors, government agencies, vendors and office personnel only in accordance with this Notice. © Copyright RSP Architects 2023. All rights reserved. Consultants Expiration date License Number Name 1220 Marshall Street NE Minneapolis Minnesota 55413-1036 612.677.7100 612.677.7499 fax www.rsparch.com RSP Architects Project Contact: Megan Luken 612.677.7479 ALL BIDDING QUESTIONS TO BE DIRECTED TO THE JLL PROJECT MANAGERS. SEE SHEET G000. Date Signed 02/28/2025 9/28/2023 4:10:28 PM BIM 360://US Bank Corporate 2020/A20_CA Arcadia - Lvl 1.rvt SPECIFICATIONS 1485.486BED RP MACL 09/29/2023 SPEC 04 C38207 Scott M. Klopfer 1400 S. BLADWIN AVE, ARCADIA, CA 91007 09/29/2023 No. Date Description 02/28/202302/28/2025 09/29/2023 Project For Sheet Issues / Revisions Certification Project No. Drawn By Checked By Date NOTICE: The designs shown and described herein including all technical drawings, graphics, and models thereof, are proprietary and cannot be copied, duplicated or commercially exploited, in whole or in part, without express written permission of RSP Architects. These are available for limited review and evaluation by clients, consultants, contractors, government agencies, vendors and office personnel only in accordance with this Notice. © Copyright RSP Architects 2023. All rights reserved. Consultants Expiration date License Number Name 1220 Marshall Street NE Minneapolis Minnesota 55413-1036 612.677.7100 612.677.7499 fax www.rsparch.com RSP Architects Project Contact: Megan Luken 612.677.7479 ALL BIDDING QUESTIONS TO BE DIRECTED TO THE JLL PROJECT MANAGERS. SEE SHEET G000. Date Signed 02/28/2025 9/28/2023 4:10:33 PM BIM 360://US Bank Corporate 2020/A20_CA Arcadia - Lvl 1.rvt SPECIFICATIONS 1485.486BED RP MACL 09/29/2023 SPEC 05 C38207 Scott M. Klopfer 1400 S. BLADWIN AVE, ARCADIA, CA 91007 09/29/2023 No. Date Description 02/28/202302/28/2025 09/29/2023 Project For Sheet Issues / Revisions Certification Project No. Drawn By Checked By Date NOTICE: The designs shown and described herein including all technical drawings, graphics, and models thereof, are proprietary and cannot be copied, duplicated or commercially exploited, in whole or in part, without express written permission of RSP Architects. These are available for limited review and evaluation by clients, consultants, contractors, government agencies, vendors and office personnel only in accordance with this Notice. © Copyright RSP Architects 2023. All rights reserved. Consultants Expiration date License Number Name 1220 Marshall Street NE Minneapolis Minnesota 55413-1036 612.677.7100 612.677.7499 fax www.rsparch.com RSP Architects Project Contact: Megan Luken 612.677.7479 ALL BIDDING QUESTIONS TO BE DIRECTED TO THE JLL PROJECT MANAGERS. SEE SHEET G000. Date Signed 02/28/2025 9/28/2023 4:10:38 PM BIM 360://US Bank Corporate 2020/A20_CA Arcadia - Lvl 1.rvt SPECIFICATIONS 1485.486BED RP MACL 09/29/2023 SPEC 06 C38207 Scott M. Klopfer 1400 S. BLADWIN AVE, ARCADIA, CA 91007 09/29/2023 No. Date Description 02/28/202302/28/2025 09/29/2023 Project For Sheet Issues / Revisions Certification Project No. Drawn By Checked By Date NOTICE: The designs shown and described herein including all technical drawings, graphics, and models thereof, are proprietary and cannot be copied, duplicated or commercially exploited, in whole or in part, without express written permission of RSP Architects. These are available for limited review and evaluation by clients, consultants, contractors, government agencies, vendors and office personnel only in accordance with this Notice. © Copyright RSP Architects 2023. All rights reserved. Consultants Expiration date License Number Name 1220 Marshall Street NE Minneapolis Minnesota 55413-1036 612.677.7100 612.677.7499 fax www.rsparch.com RSP Architects Project Contact: Megan Luken 612.677.7479 ALL BIDDING QUESTIONS TO BE DIRECTED TO THE JLL PROJECT MANAGERS. SEE SHEET G000. Date Signed 02/28/2025 9/28/2023 4:10:43 PM BIM 360://US Bank Corporate 2020/A20_CA Arcadia - Lvl 1.rvt SPECIFICATIONS 1485.486BED RP MACL 09/29/2023 SPEC 07 C38207 Scott M. Klopfer 1400 S. BLADWIN AVE, ARCADIA, CA 91007 09/29/2023 No. Date Description 02/28/202302/28/2025 09/29/2023 Project For Sheet Issues / Revisions Certification Project No. Drawn By Checked By Date NOTICE: The designs shown and described herein including all technical drawings, graphics, and models thereof, are proprietary and cannot be copied, duplicated or commercially exploited, in whole or in part, without express written permission of RSP Architects. These are available for limited review and evaluation by clients, consultants, contractors, government agencies, vendors and office personnel only in accordance with this Notice. © Copyright RSP Architects 2023. All rights reserved. Consultants Expiration date License Number Name 1220 Marshall Street NE Minneapolis Minnesota 55413-1036 612.677.7100 612.677.7499 fax www.rsparch.com RSP Architects Project Contact: Megan Luken 612.677.7479 ALL BIDDING QUESTIONS TO BE DIRECTED TO THE JLL PROJECT MANAGERS. SEE SHEET G000. Date Signed 02/28/2025 9/28/2023 4:10:49 PM BIM 360://US Bank Corporate 2020/A20_CA Arcadia - Lvl 1.rvt SPECIFICATIONS 1485.486BED RP MACL 09/29/2023 SPEC 08 C38207 Scott M. Klopfer 1400 S. BLADWIN AVE, ARCADIA, CA 91007 09/29/2023 No. Date Description 02/28/202302/28/2025 09/29/2023 E-1 INDEX SHEET EL E C T R I C A L E N G I N E E R SH A M S FA X : ( 8 0 5 ) 5 8 2 - 9 2 3 0 TE L : ( 8 1 8 ) 6 0 1 - 6 4 2 9 SI M I V A L L E Y , C A 9 3 0 6 5 79 6 W A R R E N D A L E A V E N A D E R S H A M S SH A M S EN G I N E E R I N G G R O U P , I N C . Na d e r S h a m s DATE: SCALE: DRAWN: JOB: SHEET OF SHEETS PR O J E C T A D D R E S S : OW N E R : TITLE SHEET: BY RE V I S I O N S DA T E PR O J E C T : IZ NOTED 01-29-24 1 US B A N K 14 0 0 S . B A L D W I N A V E , AR C A D I A , C A 9 1 0 0 7 FI N A L E L E C T R I C A L P L A N S F O R CIT Y S U B M I T T A L 02 - 0 1 - 2 4 COMBINATION MOTOR STARTER/VFD WITH DISCONNECT (FUSE OR C/B) COMBINATION DATA/TELEPHONE OUTLET SD TELEPHONE CONDUIT 3/4" C. UNLESS NOTED CONDUIT RUN CONCEALED BELOW GRADE OR IN SLAB 2 NO. 12-1/2" CONDUIT UNLESS OTHERWISE NOTED CONDUIT CONCEALED IN WALL OR CEILING UNLESS NOTED S Y M B O L L I S T INCANDESCENT LIGHT FIXTURE AND OUTLET, SURFACE 6= CIRC. NO. a= SWITCH DESIGNATION INCANDESCENT RECESSED, LIGHT FIXTURE AND OUTLET FLUORESCENT LIGHT FIXTURE WITH OUTLET BOX.R/S EXIT LIGHT WITH SELF-CONTAINED BATTERY PACK. FLUORESCENT LIGHT FIXTURE NIGHT LIGHT. STRIP FLUORESCENT FIXTURE. SINGLE POLE TOGGLE SWITCH +4' UNLESS NOTED SINGLE POLE SW. SUBSCRIPT INDICATES OUTLETS CONTR'LED PROVIDE SEPARATE SW. FOR EACH IN GANG ASSEMBLY INDICATES KEY OPERATION OCCUPANCY SENSOR WITH MANUAL ON/AUTO OFF INDICATES MOTOR RATED FLOOR RECEPTACLE FLUSH WITH THE FLOOR DUPLEX CONVENIENCE OUTLET, GROUND FAULT INTERRUPTER TYPE 110V DUPLEX OUTLET,SEPARATE CIRCUIT @ 18" UNLESS NOTED OTHERWISE TELEPHONE OUTLET @18" RUN 3/4" C.O. TO TELEPHONE BOARD COMPUTER LOCATION. ALL CIRCUITS & PRINTERS CONNECT HERE. 110V QUAD OUTLET @18" UNLESS NOTED OTHERWISE DUPLEX CONVENIENCE OUTLET DEDICATED DUPLEX RECEPTACLE 20 AMP. EMERGENCY , LIGHTING UNIT , TWIN HEAD DISCONNECT SW. UNFUSED UNLESS NOTED LIGHT FIXTURE TYPE A 150 WATTS-SEE FIXTURE SCHEDULE SPECIAL POWER, 240V 30AMPS OR AS INDICATED TELEPHONE TERMINAL CABINET COMPUTER TERMINAL-OUTLET SWITCH AND FUSES IN SWITCHBOARD METER SOCKET AND CURRENT XFMR COMPUTER PRINTER LOCATION CIRCUIT BREAKER SPEAKER SMOKE DETECTOR, 90 MIN. BATTERY BACK-UP S M MOTOR OUTLET PANELBOARD. SWITCHBOARD A 150 C P M G SHOW WINDOW OUTLET DATA OUTLET JUNCTION BOX SC GFI J MS mS THREE WAY SWITCH FOUR WAY SWITCH INDICATES DIMMER TWO POLE SWITCH S DS K 4 S S 3 2S S a,bS 4 NO. 12-3/4" CONDUIT WEATHER TYPE VERIFY LOCATION UNLESS NOTED OTHERWISE 5 NO. 12-3/4" CONDUIT a6 W.P V.L. U.N.O 3 NO. 12-1/2" CONDUIT T +18" U.N.O. +4'- UNLESS NOTED +4'- UNLESS NOTED +4'- UNLESS NOTED +4'- UNLESS NOTED CONDUIT WITH GROUND WIREG CONDUIT ONLYC.O GROUND CONDUIT DOWN CONDUIT UP 6 NO. 12-1" CONDUIT CEILING MOUNTED SENSOR E-2 INDEX OF DRAWINGS TITLE SHEET, SHEET INDEX AND SYMBOL LISTE-1 DESCRIPTION SHT.# A B B R E V I A T I O N S CALIFORNIA ELECTRICAL CODEC.E.C. WATTW WETHERPROOFW.P. UNDERGROUNDU.G. NOT IN THIS SECTIONN.I.T.S. GFCI GROUND FAULT CIRCUIT INTERRUPTER LONG CONTINUOUS LOAD LIGHTING LOW VOLTAGE MOTOR CONTROL CENTER MANHOLE MAXIMUM THOUSAND CIRCULAR MILLS MOTOR GENERATOR MOTOR CONTROL SWITCHBOARD MINIMUM MOUNTING MOUNTED NON FUSED NOT IN CONTRACT NATIONAL ELECTRICAL MANUFACTURERS ASSOCIATION NATIONAL ELECTRICAL CODE NUMBER NORMALLY CLOSED NORMALLY OPEN NOT TO SCALE ON CENTER PHASE POLE PULL BOX NIGHT LIGHT MANUFACTURER PANEL PROPERTY LINE POLYVINYL CHLORIDE POWER POLE REQUIRED ROOM REQUIREMENT POWER SHEET SPECIFICATION SURFACE SWITCH SWITCHBOARD SINGLE-POLE, SINGLE-THROW SINGLE-POLE, DOUBLE-THROW SOLID NEUTRAL TIME CLOCK TERMINAL TELEPHONE TYPICAL VOLT TIME CONTROLLED BY LATE LIGHTING CIRCUIT TIME CONTROLLED BY EARLY LIGHTING CIRCUIT VERIFY LOCATION TRIP RATING L.C.L.NUMBER LTG. LV M.C.S. M.C.C. M.H. MCM MAX. M.G. FOUR-WIRE SYSTEM THREE-WIRE SYSTEM AIR CONDITIONING BUILDING BACKBOARD ABOVE FINISHED FLOOR AMPERE J-BOX 4-11/16" SQUARED BY 2-1/8" DEEP # 4W 3W A/C 5/S AFF BLD'G BKB'D A/C MIN. MTG. MTD. N.I.C. N.F. N.E.C. CONDUIT CIRCUIT BREAKER CONDUIT ONLY WITH PULL WIRE CIRCUIT CEILING CENTERLINE CABINET N.T.S. N/C N/O NO. O O.C. P.B. P.B. DETAIL DISCONNECT DOWN COPPER CONDUCTOR DRAWING ELECTRICAL CONTRACTOR ELECTRICAL DRINKING FOUNTAIN DOUBLE-POLE, DOUBLE-THROW CONCRETE N.L. C.O. C/B C CKT. CLG. CL CAB. DET. CU DISC. DN. DWG. DPDT. E.D.F. E.C. CONC. BRK'R BREAKER MFR. P.P. P/L PVC PNL. REQ'D RM. PWR. ELECTRICAL EACH EXPLOSION PROOF ENGINE GENERATOR EQUIPMENT EXTERIOR EXISTING EMERGENCY SHT. SPEC. SPDT. SURF. SWB'D SW. SPST. FIRE ALARM FINISH GRADE FINISH FLOOR GENERATOR GROUND HAND-OFF-AUTOMATIC FLUORESCENT FUSE S/N E.P. E.G. ELECT. EA. EQUIP. EXT. EXIST. EMERG. OR EM F.A. FIN. GR. FIN. FL. GEN. H.O.A. GND. FLUOR. F T.C. TEL. TERM. TN TYP. V HEIGHT HORSE POWER ISOLATED GROUND JUNCTION BOX INCANDESCENT IN RMS SYMMETRICAL AMPERES RMS. SYM. INTERRUPTING CAPACITY RATING SHORT CIRCUIT CURRENT AVAILABLE V.L. KILOWATT KILOVOLT-AMPERE HP HT. I.G. I.C. ISC J KW KVA INCAND. H.V.HIGH VOLTAGE T. TE REQM'T N.E.M.A. B PHASE C PHASE NEUTRAL GROUND A PHASE VOLTAGE ORANGERED YELLOW GRAY GREENGREEN BLUE WHITE BROWN 480/277208/120 BLACK GENERAL NOTES C - LARGE PULL BOXES. D - NEW PANEL BOARDS AND CIRCUIT BREAKERS. B - SPECIAL OR BUILT-TO-ORDER EQUIOMENT. A - LIGHTING FIXTURES. 1. INFORMATION GIVEN ON THE DRAWINGS REGARDING EXISTING INSTALLATION HAS BEEN OBTAINED FROM THE BEST SOURCES AVAILABLE. HOWEVER IT CANNOT BE GUARANTEED IN ALL RESPECTS. VERIFY ALL SUCH INFORMATION BEFORE PROCEEDING WITH THE NEW WORK THAT MAY BE AFFECTED UPON. INCLUDE AS A PART OF THE CONTRACT ALL WORK THAT ARE REQUIRED TO PRODUCE INDICATED RESULT BEFORE SUBMITTING THE BID PROPOSAL. 2. THE SCOPE OF WORK SHALL INCLUDE THE FURNISHING OF ALL MATERIALS, EQUIPMENT, SUPPLIES AND LABOR AND THE PERFORMANCE OF ALL OPERATIONS NECESSARY FOR THE INSTALLATION OF ALL ELECTRICAL WORK, COMPLETE AND IN OPERATING CONDITION, ALL TO THE SATISFACTION OF ARCHITECT. THE ENTIRE INSTALLATION SHALL BE READY IN EVERY RESPECT FOR SATISFACTORY AND EFFICIENT OPERATION WHEN COMPLETED. 3. PROVIDE ALL MATERIALS AND EQUIPMENT TO MAKE FINAL CONNECTIONS TO ALL EQUIPMENT AND APPLIANCES. 4. NOTHING DESCRIBED HEREIN OR INDICATED ON THE DRAWINGS SHALL BE CONSTRUED TO PERMIT WORK NOT CONFORMING TO THE MOST STRINGENT OF THE APPLICABLE CODES AND REGULATIONS. 6. ALL EQUIPMENT AND MATERIALS SHALL BE NEW AND SHALL BE LISTED BY THE UNDERWRITER'S LABORATORIES, MANUFACTURED IN FULL COMPLIANCE WITH ASME, ANSI, IEEE AND NEMA. 7. ELECTRICAL DRAWINGS ARE DIAGRAMMATIC. SIZES, LOCATION OF EQUIPMENT, AND WIRING ARE SHOWN TO SCALE WHERE POSSIBLE, BUT MAY BE DISTORTED FOR CLARITY. FINAL LOCATIONS OF OUTLETS AND EQUIPMENT SHALL BE ADJUSTED AS DICTATED BY EXISTING CONDITIONS. IT IS NOT WITHIN THE SCOPE OF DRAWINGS TO SHOW ALL NECESSARY BENDS, OFFSETS, AND PULLBOXES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO INSTALL HIS WORK TO CONFORM TO THE STRUCTURE. CONDUIT RUNS ARE INDICATED DIAGRAMMATICALLY, DETERMINE EXACT LOCATION IN THE FIELD. 8. DURING THE PROGRESS OF THE WORK, MAKE A CAREFUL RECORD OF ALL CHANGES BY WHICH THE ACTUAL INSTALLATION DIFFERS FROM THAT INDICATED ON THE CONTRACT DRAWINGS AND DOCUMENTS. 9. ELECTRICAL CONTRACTOR SHALL CONTACT THE SERVING UTILITY COMPANY REGARDING SERVICE REQUIREMENTS PRIOR TO HIS BID AND INCLUDE ALL RELATED WORK IN HIS BID PRICE. 10. ANY ERROR, OMISSION OR DESIGN DISCREPANCY ON THE CONSTRUCTION DOCUMENTS SHALL BE BROUGHT TO THE ATTENTION OF ARCHITECT FOR CLARIFICATION OR CORRECTION PRIOR TO INSTALLATION. 11. REFER TO MECHANICAL CONSTRUCTION DOCUMENTS AND PROVIDE CONTROL WIRING AND DEVICES INDICATED THERETO TO BE PROVIDED BY THE ELECTRICAL CONTRACTOR. 12. THE WORD "VERIFY LOCATION" ABBREVIATED AS "V.L." SHALL MEAN TO COORDINATE THE EXACT LOCATION OF THE DEVICE AND/OR EQUIPMENT BEING REFERRED TO WITH TENANT OR OWNER AND TO PROVIDE NECESSARY ADJUSTMENT WITHOUT ANY EXTRA COST TO THE OWNER. 13. CONTRACTOR SHALL GUARANTEE ALL WORKMANSHIP, EQUIPMENT AND MATERIALS FOR A PERIOD OF NOT LESS THAN ONE(1) YEAR FOR THE OWNER. SHOULD ANY DEFECTS OCCUR DURING THIS PERIOD, THE CONTRACTOR SHALL PROMPTLY REPAIR OR REPLACE THE DEFECTIVE ITEMS AT NO ADDITIONAL COSTSS TO THE OWNER, INCLUDING COST OF LABOR AND MATERIALS. 14. ARCHITECTURAL SPECIFICATIONS, GENERAL, SPECIAL AND SUPPLEMENTAL CONDITIONS SHALL FORM A PART OF THIS CONSTRUCTION DOCUMENT. 15. UPON COMPLETION OF THE WORK, CONDUCT AN OPERATING TEST AND DEMONSTRATE TO ARCHITECT THAT ALL EQUIPMENT ARE OPERATING IN A SATISFACTORY MANNER AND IN ACCORDANCE TO THE REQUIREMENTS OF DRAWINGS. 16. USE ELECTRICAL METALLIC TUBING FOR TRADE SIZES OF 3/4 TO 4 INCHES INCLUSIVE IN DRY LOCATIONS, USE RIGID METALLIC CONDUIT IN EXTERIOR INSTALLATION. 17. USE FLEXIBLE STEEL CONDUITS FOR SHORT CONNECTIONS TO MOTORS AND IN DRY LOCATIONS I.E. ABOVE ACCESSIBLE CEILING FOR LIGHTING AND CONVENIENT OUTLETS BRANCH CIRCUITING, AND IN STUD WALLS WHERE ALLOWED BY THE LOCAL CODE. USE LIQUID TIGHT FLEXIBLE CONDUITS IN AREAS EXPOSED TO WEATHER. PROVIDE INTEGRAL GROUNDING CONDUCTOR FOR LENGTHS EXCEEDING 6 FEET. FLEXIBLE CONDUITS FOR CONNECTION TO THE ROOF TOP AIR CONDITIONERS SHALL BE PROVIDED WITH INTEGRAL GROUND WIRE REGARDLESS OF THE LENGTH. 18. OUTLET AND JUNCTION BOXES SHALL BE GALVANIZED PRESSED STEEL WITH PLUGGED HOLES. ALL BOXES SHALL BE OF NEC CODE SIZE FOR THE NUMBER OF WIRES OR CONDUITS PASSING THROUGH OR TERMINATING THEREIN BUT IN NO CASE SHALL ANY BOX BE LESS THAN 4 INCHES SQUARE BY 2-1/8 INCHES DEEP. NO PLASTIC BOXES SHALL BE ALLOWED. 19. SINGLE CONDUCTOR COPPER WIRE WITH 600 VOLTS INSULATION SHALL BE USED FOR GENERAL WIRING IN CONDUIT UNLESS OTHERWISE SHOWN. WIRES SHALL BE ALLOWED.ALL CONTACTS, GROUNDING AND NEUTRAL BUS BARS SHALL BE COPPER. 20. CONDUCTORS 8-AWG AND LARGER SHALL BE STRANDED TYPE. CONDUCTORS 10-AWG AND SMALLER SHALL BE SOLID WITH COLOR CODED INSULATION. 21. PROVIDE CONDUCTORS TYPE THW OR THWN FOR DRY AND WET LOCATIONS AND THHN OR XHHW FOR DRY LOCATIONS ONLY. 22. NOT USED. 23. MINIMUM SIZE CONDUCTOR FOR USE IN LIGHTING AND POWER BRANCH CIRCUITS SHALL BE 12-AWG. 24. NO WIRE AMPACITY REDUCTION SHALL BE ALLOWED ON THE FEEDERS AND BRANCH CIRCUIT WIRING INCLUDING NEUTRALS UNLESS APPROVED BY ARCHITECT. 25. IDENTIFY CONDUCTORS AS TO PHASE OR LEG IN EACH PANEL BOARD WITH IDENTIFYING TAPE COLOR CODED PER FOLLOWING LIST: 26. LABEL ALL CONDUIT, JUNCTION BOXES, PANELS AND TRANSFORMERS WITH THE VOLTAGE AND CIRCUIT NUMBER(S). 27. WIRES AND CONDUITS SIZES INDICATED THROUGHOUT THE DRAWINGS ARE BASED ON COPPER CONDUCTORS. 28. MINIMUM SIZE OF CONDUIT FOR POWER, LIGHTING, AND MECHANICAL EQUIPMENT SHALL BE 1/4" (UON). 29. PROVIDE SPECIFICATION GRADE, HEAVY DUTY, AC RATED, QUIET LIGHT SWITCHES, 20A, AT 120V (AND 277V WHERE APPLICABLE), SINGLE POLE AND 3-WAY AS SHOWN ON THE DRAWINGS, COLOR SHALL BE WHITE. 30. PROVIDE MANUAL MOTOR STARTER WITH OVERLOAD ELEMENT FOR SMALL MOTORS WHERE INDICATED. 31. WIRING DEVICES SHALL BE SPECIFICATION GRADE MANUFACTURED BY LEVITON, A&H, HUBELL OR SQUARE D WITH A MINIMUM RATING OF 20 AMPS. USE BROWN, WHITE OR IVORY FOR NORMAL POWER AND RED FOR EMERGENCY POWER. USE ORANGE FOR INSULATED, GROUNDED CIRCUIT OR RECEPTACLE. 32. WHEN OUTLETS OF THE SAME OR DIFFERENT SYSTEMS ARE LOCATED IN THE SAME AREA, ARRANGE ALL OUTLETS AND DEVICES HORIZONTALLY OR VERTICALLY (AS REQUIRED) FOR A UNIFORM AND NEAT APPEARANCE. ALL WIRING DEVICES WITH THE SAME MOUNTING HEIGHT, WHERE INDICATED ON THE SAME WALL/PARTITION, SHALL BE INSTALLED WITH A COMMON MULTI-GANG WALL PLATE. VERIFY ALL MISSING MOUNTING HEIGHT WITH ARCHITECT. 33. SHOP DRAWING SUBMITTALS ARE REQUIRED FOR THE FOLLOWING MATERIAL/EQUIPMENT: 34. LIGHTING FIXTURES SHALL BE COMPLETE WITH ALL GLASSWARE, FITTERS, CANOPIES, SOCKETS, MOUNTING BRACKETS, REFLECTORS, LAMPS AND ALL ACCESSORIES AS REQUIRED. 35. FIXTURE SCHEDULE INDICATES GENERAL DESCRIPTION OF LIGHTING FIXTURES AND MANUFACTURER'S CATALOG NUMBERS. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO STUDY THE SCHEDULE AND CAREFULLY REVIEW ELECTRICAL AND ARCHITECTURAL PLANS AND SPECIFICATIONS TO DETERMINE THE CORRECT CEILING CONFIGURATION AND FIXTURES TO BE FURNISHED SO THAT BOTH CEILING SYSTEM AND LIGHT FIXTURE CONSTRUCTION MATCHES. 36. COORDINATE EXACT LOCATION OF THE LIGHTING FIXTURES WITH THE ARCHITECTURAL DRAWINGS. IF ANY DISCREPANCIES EXIST, THEY SHALL BE BROUGHT TO THE ATTENTION OF ARCHITECT FOR CLARIFICATION PRIOR TO INSTALLATION. 37. LIGHTING FIXTURES FINISHES WHETHER OR NOT SHOWN ON THE DRAWINGS SHALL BE APPROVED BY BUILDING OWNER. 38. ALL FLUORESCENT LAMP BALLASTS SHALL BE HIGH POWER FACTOR, "A" SOUND RATING AND SHALL BE ELECTRONIC TYPE WITH THD OF 10% MAXIMUM. 39. POWER DISTRIBUTION EQUIPMENT SHALL BE PRODUCTS OF THE SAME MANUFACTURER. ACCEPTABLE MANUFACTURERS SHALL BE SQUARE D CO. AND GENERAL ELECTRIC CO. 40. MANUALLY OPERATED ELECTRICAL EQUIPMENT SHALL REQUIRE 36" CLEAR AND UNOBSTRUCTED SPACE IN FRONT OF THE EQUIPMENT. 41. PROVIDE HEAVY DUTY AND HORSEPOWER RATED SAFETY DISCONNECT SWITCHES WITH THE TYPE OF FUSES AS SHOWN ON PLANS. 42. ALL EXTERIOR ELECTRICAL DEVICES AND EQUIPMENT SHALL BE WEATHERPROOF TYPE. 43. PROVIDE GROUNDING SYSTEM PER NEC-250 AND AS INDICATED. 44. ALL METAL AND NON-CURRENT CARRYING PART OF THE ELECTRICAL EQUIPMENT SHALL BE BONDED TO GROUND PER NEC CODE ARTICLE 250. 45. PROVIDE A TYPE-WRITTEN INDEX CARD FOR EACH PANEL BOARD INDICATING NAME OR NUMBER OF THE ROOM, AREA, OR EQUIPMENT USED BY EACH BRANCH CIRCUIT. USE ROOM NUMBERS AND NAMES VERIFIED IN THE FIELD AND NOT NECESSARILY THOSE SHOWN ON THE DRAWINGS. 46. PROVIDE FIREPROOFING FOR RECESS MOUNTED FIXTURES. RECEPTACLES, AND CONDUIT IN FIRE RATED AREAS. SEE ARCHITECTURAL PLANS FOR DETAIL AND LOCATION. 47. NO SHUTDOWN WILL BE AUTHORIZED WITHOUT 24-HOUR NOTIFICATION. 48. TEMPORARY MATERIALS MUST BE REMOVED WITHOUT SHUTDOWN AS CONSTRUCTION PROGRESSES. 49. RESTORE PERMANENT FACILITIES TO THEIR FORMER OR NEWLY SPECIFIED CONDITION. N OS MS WALL MOUNTED SENSOR LEGEND EXISTING EQUIPMENT TO REMAIN. ELECTRICAL CONTRACTOR REFRIGERATION CONTRACTOR EXISTING DISTRIBUTION/PANEL TO BE RELOCATED TO SHOWN LOCATION. VERIFY LOCATIONS GENERAL CONTRACTOR 50. NO WORK/MAINTENACE CAN BE PERFORMED ON ELECTRICAL EQUIPMENT WHILE IT IS ENERGIZED. 51. AT OWNER REQUEST ARC FLASH AND COORDINATION SHALL BE PROVIDED BY A THIRD PARTY. 52. ALL FEEDERS CONDUCTORS, SWITCHBOARD AND PANELS ARE DESIGNED USING COPPER CONDUCTORS AND BUS. E.C. SHALL PROVIDE AN ALTERNATE BID WITH ALUMINUM MATERIAL IF REQUESTED BY OWNER. 53. MINIMUM TESTING IS REQUIRED BY E.C. TO MAKE SURE: ·THE CONTINUITY OF THE CIRCUITS ·RESISTENT TEST FOR GROUNDING AT NEW SWITCHBOARDS,PANELBOARDS AND CONTROL PANEL ·TEST FOR PROPER VOLTAGE AT TRANSFORMER, SWITCHBOARD & CONTROL PANEL ·PROVIDE THE MEGGER TESTING ON ALL THE FEEDER TO VERIFY THE CONDITION OF ELECTRICAL INSULATION. E-3 THESE CONSTRUCTION DOCUMENTS WERE PREPARED BASED ON AVAILABLE RECORD DRAWINGS, CONTRACTOR MUST VISIT THE SITE PRIOR TO SUBMITTING BID, FAMILIARIZE THEMSELVES WITH THE EXISTING CONDITION AND INTENT OF THE DESIGN, AND INCLUDE ALL NECESSARY EQUIPMENT / ASSOCIATED LABOR ACCORDINGLY. BY SUBMITTING THE BID IT IS UNDERSTOOD THAT THE CONTRACTOR HAS REVIEWED THE DOCUMENTS, UNDERSTANDS THE INTENT AND HAS INCLUDED ALL SITE CONSTRAINTS IN THEIR BID ACCORDINGLY. GENERAL NOTE: ALL OUTLET, SWITCHES AND CONTROLS SHALL COMPLY WITH THE 2019 CBC 11B-308.1.1 AND 11B-308.1.2. OUTLETS MINIMUM 15" TO BOTTOM OF BOX. SWITCHES / CONTROLS MAX 48" TO TOP OF BOX. (G.C) (VL) (ER) (E) (E.C) (R.C) GROUND FLOOR LIGHTING & POWER PLAN INDOOR T24 5. ALL WORK SHALL BE DONE IN FULL COMPLIANCE WITH THE CURRENT CALIFORNIA ELECTRICAL CODE, CURRENT NATIONAL ELECTRICAL CODE , CURRENT CALIFORNIA GREEN CODE AND IN ACCORDANCE WITH THE REQUIREMENTS OF THE LOCAL AUTHORITIES HAVING JURISDICTION. 2 2 B ECD GHF 1 4 3 2 5 WM PLATFORM 120 WM OFFICE 121 BACK OF HOUSE 106 QUIET ROOM 107 VAULT 108 COUPON 109 ATM 110 LOBBY 100A SUPPORT STATIONS 102 CUSTOMER WAITING 104 PLATFORM DESKS 103 LOBBY 100B CONFERENCE 105 BREAK ROOM 116 ELECT./JANITOR 115 TOILET 114 HALLWAY 111 TOILET 113 NER/STORAGE 112 B ECD QUIET ROOM 107 BACK OF HOUSE 106 WM OFFICE 121 WM PLATFORM 120 E-2 EL E C T R I C A L E N G I N E E R SH A M S FA X : ( 8 0 5 ) 5 8 2 - 9 2 3 0 TE L : ( 8 1 8 ) 6 0 1 - 6 4 2 9 SI M I V A L L E Y , C A 9 3 0 6 5 79 6 W A R R E N D A L E A V E N A D E R S H A M S SH A M S EN G I N E E R I N G G R O U P , I N C . Na d e r S h a m s DATE: SCALE: DRAWN: JOB: SHEET OF SHEETS PR O J E C T A D D R E S S : OW N E R : TITLE SHEET: BY RE V I S I O N S DA T E PR O J E C T : IZ NOTED 01-29-24 1 US B A N K 14 0 0 S . B A L D W I N A V E , AR C A D I A , C A 9 1 0 0 7 FI N A L E L E C T R I C A L P L A N S F O R CIT Y S U B M I T T A L 02 - 0 1 - 2 4 GENERAL NOTES: EACH MULTIWIRE BRANCH CIRCUIT SHALL BE PROVIDED WITH A MEANS THAT WILL SIMULTANEOUSLY DISCONNECT ALL UNDERGROUND CONDUCTORS AT THE POINT WHERE THE BRANCH CIRCUIT ORIGINATES OR HANDLE-TIES ON ALL MULTI-WIRE BRANCH CIRCUITS AT THE POINT WHERE THE BRANCH CIRCUIT ORIGINATES TO MEET REQUIREMENT OF NEC 210.4(B) 1. SPECIFIC NOTES: WALL MOUNTED DIMMER SWITCH. 1 2 3 CEILING MOUNTED OCCUPANCY SENSOR. ELECTRICAL CONTRACTOR IS RESPONSIBLE TO INTERCEPT EXISTING LIGHTING CIRCUIT FEEDING THE EXISTING LIGHTS ABOVE THE CEILING AND EXTEND IT WITH THE SAME SIZE OF CONDUIT AND CONDUCTOR TO NEW LIGHTS LOCATION. FIELD VERIFY CIRCUIT NUMBER. FIXTURE SCHEDULE TYPE SYMBOL MOUNTING WATTS VOLTS REMARKSDESCRIPTIONMANUFACTURER A RECESSED 12019 6DR LED 6" DOWN LIGHT ROUND WattStopper legrand LIGHTING CONTROL SINGLELINE DRAWING WATTSTOPPER -DLM SYSTEM DETAILS DETAIL-ACEILING MOUNTED OCCUPANCY SENSOR/DIMMER SWITCH DETAIL-B OFFICE/BACK HOUSE DLM SWITCH CAT 5 CABLEW RJ45 CONNECTORSOS * CONFIRM TYPE/QTY PER PLANS * * CONFIRM TYPE/QTY PER PLANS * DLMOCCUPANCY SENSORLMDC-100 Red 0-10VDC DimmingBallast Required, LED Driver, etc. Vio Gry Neutral Wht Unswitched Hot Blk 120/277 Red Deep J-Box LMRJ SeriesPre-TerminatedCables or CAT5e.Free Topology& Splitter Acceptable 0-10VDC Dimming VioGry Cap 0-10DVC Gray/Red & Violet/Red 0-10VDC Dimming OPTIONAL CLASS 1 DIMMING TypicalLMRC-111 ORLMRC-112 Class 2Dimming 0-10 VOLT OUT TO LOAD (S) CONFIGUATION BUTTONS LOAD ON/OFF/ DIM BUTTONS LOAD STATUS: BLUE LEDS CONFIGUATION: RED LED 2.625" (67 mm) 6.5" (165 m m ) 6.5" ( 1 6 5 m m ) REMOVABLE 0-10 VOLT TERMINALS 4 Square Box Prudential Lightingmichael reyes323-4970001mreyes@plpsocal.com DLM 0-10 VOLT DIMMING ROOM CONTROL MODEL#LMRC-211,212,213 LMRC-21x Series Dimming ControllerSCALE: 3/16" = 1'-0" GROUND FLOOR POWER PLAN GROUND FLOOR LIGHTING & POWER PLAN D20A SCALE: 3/16" = 1'-0" GROUND FLOOR LIGHTING PLAN SCOPE OF WORK HE WILLIAMS LIGHTING D D D OS a OS a OS a a a a A-3 2 (TYP.) 1 (TYP.) A (TYP) THIS ROOM REQUIRES: 1. CEILING MOUNTED OCCUPANCY SENSOR 2. WALL MOUNTED DIMMER SWITCH REFER TO DETAIL "A" ON THIS SHEET. THIS ROOM REQUIRES: 1. CEILING MOUNTED OCCUPANCY SENSOR 2. WALL MOUNTED DIMMER SWITCH REFER TO DETAIL "A" ON THIS SHEET. A-34,36 LG T A 18 20 16 BreakerA AMPS 24 26 30 32 28 36 38 42 40 34 TOTAL PHASE C A 1 5 7 3 11 13 17 19 15 9 25 23 29 31 27 37 35 41 39 33 0.25 LCL PHASE BPHASE A 21 Circuit MAINBUS CB Cir c u i t 10 12 4 8 6 2 LOCATION LOCATION AIC RE C WIRE LC L MIS C Circuit FEEDER BBreakerLC L RE C MIS C LG T C PANEL 22 AMPS TOTAL 14 BCir c u i t LOCATION MOUNTED VOLTS LCL C PHASE 4 "A" 3 101 104 36109 37336 12220 1227 1194911940 4909 SEE SINGLE LINE DIAGRAM 120/208 "EXISTING" 20/1 43 47 45 49 51 53 48 46 50 52 54 44 1 EXISTING LOAD TO REMAIN. 2 MODIFIED LOADS ON EXISTING CIRCUITS. 3 ALL LOADS AT THIS PANEL ARE EXISTING AND INFORMATION WERE PROVIDED BY BUILDING ENGINEER OR AS-BUILT PLANS. E.C. E.C. IS RESPONSIBLE TO VERIFY EXISTING CIRCUIT NUMBER THAT BEEN USED UNDER THIS SCOPE OF WORK. IF ASSIGNED CIRCUIT IS OCCUPIED, USE NEXT SPARE CIRCUIT AVAILABLE. 3 225 20/1 20/1 20/1 30/1 20/1 20/1 20/1 20/1 20/1 20/1 20/1 20/1 20/1 20/1 20/1 20/1 20/1 20/120/2 20/1 20/1 20/1 20/1 20/1 20/1 20/1 20/1 20/1 20/1 20/1 20/1 20/1 20/1 20/1 20/115/2 20/1 20/1 20/1 20/1 20/1 20/1 20/1 20/1 20/1 20/1 20/1 20/1 20/1 20/1 20/1 (E)TELEPHONE OUTLETS NEW OFFICE AREA LIGHTS - - - - - - - - - - - - EXISTING OUTDOOR LIGHTS (E)CIRCULATION PUMP EXISTING OUTLETS EXISTING LIGHTS (E) EMS OUTSIDE LIGHTS EXISTING LOADS EXISTING LOADS EXISTING LOADS EXISTING LOADS EXISTING LOADS EXISTING LOADS EXISTING LOADS EXISTING LOADS EXISTING LOADS EXISTING LOADS EXISTING LOADS NEW DEDICATED OFFICE OUTLETS L.O. 3a 3a 3a 3a 3a 3a 3a 3a 3a 3a3a 3 1 2 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 2 1 1 1 1 1 1 2 2 1 1 1 1 1 1 1 1 1 EXISTING LIGHTS EXISTING LIGHTS EXISTING OUTDOOR LIGHTS EXISTING OUTDOOR LIGHTS (E)PANEL "A" 225A-120/208V,3Ø,4W. TO REMAIN. (E)34 36 36 36 4 PROVIDE NEW WIRING TO NEW OUTLETS. UTILIZE EXISTING SPARE BREAKER AT EXISTING PANEL. FIELD VERIFY CIRCUIT NUMBERS. 4 5 EXISTING OUTLETS TO REMAIN. ELECTRICAL CONTRACTOR IS RESPONSIBLE TO MAKE SURE THE EXISTING CIRCUIT TO BE CONTINUE TO OTHER EXISTING OUTLETS AND ENERGIZED. 5 A-204 20 20 20 20 EXISTING OUTLETS TO BE DISCONNECTED AND REMOVED. ELECTRICAL CONTRACTOR IS RESPONSIBLE TO MAKE SURE THE EXISTING CIRCUIT TO BE CONTINUE TO OTHER EXISTING OUTLETS AND ENERGIZED. 6 6 NEW OFFICE OUTLETS 1 3 1000 540 NEW OFFICE OUTLETS4720 209 11 6DR-L20-DIM-UNV-OW-OF-CS-R-F1- CRI80-3500K-WHITE REFER TO ARCHITECTURAL DRAWING FOR ADDITIONAL INFORMATION. (E)IDF OUTLETS (E)TELEPHONE BACKBOARD OUTLETS (E)HALLWAY OUTLETS (E)ATM OUTLETS (E)IRRIGATION OUTLETS EXISTING OUTLETS EXISTING OUTLETS EXISTING OUTLETS (E)TELLER OUTLETS (E)TELLER OUTLETS (E)BREAK ROOM OUTLETS (E)BREAK ROOM OUTLETS (E)BREAK ROOM OUTLETS (E)COLUMN OUTLETS (E)COLUMN OUTLETS (E)COUPON OUTLETS (E)COUPON OUTLETS (E)COUPON OUTLETS (E)ROOF OUTLETS (E)NER OUTLETS (E)NER OUTLETS (E)OPEN AREA OUTLETS (E)OPEN AREA OUTLETS (E)GFI OUTLETS (E)RESTROOM OUTLETS (E)DESK OUTLETS (E)DESK OUTLETS 720 720 720 720 720 720 500 600 600 600 500 720 720 720 720 600 500 400 400 720 720 720 720 720 720 720 720 720 720 500 720 720 720 720 720 720 720 720 720 720 720 360 720 720 720 720 720 720 720 720 E-3 INDOOR T24 STATE OF CALIFORNIA Indoor Lighting CERTIFICATE OF COMPLIANCE CALIFORNIA ENERGY COMMISSION NRCC-LTI-E Project Name:Report Page: Project Address: A. GENERAL INFORMATION 01 Project Location (city) 02 Climate Zone Date Prepared: 03 Occupancy Types Within Project (select all that apply): 04 Total Conditioned Floor Area (ft2) 05 Total Unconditioned Floor Area (ft2) 06 # of Stories (Habitable Above Grade) B. PROJECT SCOPE Scope of Work Conditioned Spaces 01 My Project Consists of (check all that apply): New Lighting System New Lighting System - Parking Garage Altered Lighting System Total Area of Work (ft2) 02 Calculation Method Area Category Method 03 Area (ft2) Unconditioned Spaces 04 Calculation Method 05 Area (ft2) CA Building Energy Efficiency Standards - 2022 Nonresidential Compliance STATE OF CALIFORNIA Indoor Lighting CERTIFICATE OF COMPLIANCE Project Name: Date Prepared: CALIFORNIA ENERGY COMMISSION NRCC-LTI-E C. COMPLIANCE RESULTS If any cell on this table says "DOES NOTCOMPLY" or "COMPLIES with Exceptional Conditions" refer to Table D. for guidance. Conditioned Unconditioned Complete Building 140.6(c)1 Area Category 140.6(c)2 / 170.2(e)4 01 Allowed Lighting Power per 140.6(b) / 170.2(e) (Watts) 02 03 Area Category Additional 140.6(c)2G / 170.2(e)4Av ( +) Tailored 140.6(c)3 / 170.2(e)4B ( +) ≥Total= Allowed (Watts) = = ≥ ≥ Total Designed (Watts) 04 Adjusted Lighting Power per 140.6(a)/170.2(e) (Watts) 05 06 07 Adjustments PAF Lighting Control Credits 140.6(a)2 / 170.2(e)1B (-) = 08 Total Adjusted (Watts) *Includes Adjustments = = Controls Compliance (See Table H for Details) Rated Power Reduction Compliance (See Table Q for Details) D. EXCEPTIONAL CONDITIONS This table is auto-filled with uneditable comments because of selections made or data entered in tables throughout the form. E. ADDITIONAL REMARKS This table includes remarks made by the permit applicant to the Authority Having Jurisdiction. Compliance Results 09 05 must be >= 08 140.6 / 170.2(e) COMPLIES COMPLIES STATE OF CALIFORNIA Indoor Lighting CERTIFICATE OF COMPLIANCE Project Name: Date Prepared: CALIFORNIA ENERGY COMMISSION NRCC-LTI-E F. INDOOR LIGHTING FIXTURE SCHEDULE Designed Wattage: Conditioned Spaces 01 02 Name or Item Tag Complete Luminaire Description 03 Modular (Track) Fixture 04 Small Aperture & Color Change1 05 Watts per luminaire2 06 How is Wattage determined Mfr. Spec Mfr. Spec Mfr. Spec Mfr. Spec Mfr. Spec 07 Total Number of Luminaires 08 Excluded per 140.6(a)3 / 170.2(e)2C No No No No No Total Designed Watts: CONDITIONED SPACES 09 Design Watts G. MODULAR LIGHTING SYSTEMS This section does not apply to this project. H. INDOOR LIGHTING CONTROLS (Not including PAFs) This table includes lighting controls for conditioned and unconditioned spaces. Building Level Controls 01 Mandatory Demand Response 110.12(c) 02 Shut-off controls 130.1(c) / 160.5(b)4C Pass 03 Field Inspector Fail Pass 10 Field Inspector Fail STATE OF CALIFORNIA Indoor Lighting CERTIFICATE OF COMPLIANCE Project Name: Date Prepared: H. INDOOR LIGHTING CONTROLS (Not including PAFs) NA < 4,000W subject to multilevel Area Level Controls 04 Area Description 05 Complete Building or Area Category Primary Function Area 06 Manual Area Controls 130.1(a) / 160.5(b)4A Readily Accessible 07 Multi-Level Controls 130.1(b) / 160.5(b)4B Dimmer CALIFORNIA ENERGY COMMISSION NRCC-LTI-E See Area/Space Level Controls 08 Shut-Off Controls 130.1(c) // 160.5(b)4C Occupancy Sensor 09 Primary/Sky lit Daylighting 130.1(d) / 160.5(b)4D NA: Not daylit zone NA: Not daylit zone NA: Not daylit zone NA: Not daylit zone NA: Not daylit zone NA: Not daylit zone 10 Secondary Daylighting 130.1(d) / 160.5(b)4D NA: Not daylit zone NA: Not daylit zone NA: Not daylit zone NA: Not daylit zone NA: Not daylit zone NA: Not daylit zone 11 Interlocked Systems 140.6(a)1/ 170.2(e)2A No No No No No No Plan Sheet Showing Daylit Zones: I. LIGHTING POWER ALLOWANCE: COMPLETE BUILDING OR AREA CATEGORY METHODS Conditioned Spaces 01 02 03 04 05 06 12 Field Inspector Pass Fail STATE OF CALIFORNIA Indoor Lighting CERTIFICATE OF COMPLIANCE Project Name: Date Prepared: CALIFORNIA ENERGY COMMISSION NRCC-LTI-E I. LIGHTING POWER ALLOWANCE: COMPLETE BUILDING OR AREA CATEGORY METHODS Area Description Complete Building or Area Category Primary Function Area Allowed Density (W/ft2) TOTALS: J. ADDITIONAL ALLOWANCE: AREA CATEGORY METHOD QUALIFYING LIGHTING SYSTEM This section does not apply to this project. K. TAILORED METHOD GENERAL LIGHTING POWER ALLOWANCE This section does not apply to this project. L. ADDITIONAL LIGHTING ALLOWANCE: TAILORED WALL DISPLAY This section does not apply to this project. CA Building Energy Efficiency Standards - 2022 Nonresidential Compliance Area (ft2)Allowed Wattage (Watts) Additional Allowance / Adjustment Area Category No No No No No No PAF No No No No No No See Tables J, or P for detail STATE OF CALIFORNIA Indoor Lighting CERTIFICATE OF COMPLIANCE Project Name: Date Prepared: CALIFORNIA ENERGY COMMISSION NRCC-LTI-E O. ADDITIONAL LIGHTING ALLOWANCE: TAILORED VERY VALUABLE MERCHANDISE This section does not apply to this project. P. POWER ADJUSTMENT: LIGHTING CONTROL CREDIT (POWER ADJUSTMENT FACTOR (PAF)) This section does not apply to this project. Q. RATED POWER REDUCTION COMPLIANCE FOR ONE-FOR-ONE ALTERATIONS This section does not apply to this project. R. 80% LIGHTING POWER FOR ALL ALTERATIONS - CONTROLS EXCEPTIONS This section does not apply to this project. S. DAYLIGHT DESIGN POWER ADJUSTMENT FACTOR (PAF) This section does not apply to this project. T. DWELLING UNIT LIGHTING This section does not apply to this project. STATE OF CALIFORNIA Indoor Lighting CERTIFICATE OF COMPLIANCE Project Name: Project Address:Date Prepared: DOCUMENTATION AUTHOR'S DECLARATION STATEMENT I certify that this Certificate of Compliance documentation is accurate and complete. Documentation Author Name: Company: Address: City/State/Zip: RESPONSIBLE PERSON'S DECLARATION STATEMENT I certify the following under penalty of perjury, under the laws of the State of California: 1. 2. 3. 4. 5. The information provided on this Certificate of Compliance is true and correct. I am eligible under Division 3 of the Business and Professions Code to accept responsibility for the building design or system design identified on this Certificate of Compliance (responsible designer) Responsible Designer Name: Company: Address: City/State/Zip: Responsible Designer Signature: Date Signed: License: Phone: CALIFORNIA ENERGY COMMISSION NRCC-LTI-E Documentation Author Signature: Signature Date: CEA/ HERS Certification Identification (if applicable): Phone: This document is used to demonstrate compliance with requirements in 110.9, 110.12(c), 130.0, 130.1, 140.6 and 141.0(b)2 for indoor lighting scopes using the prescriptive path for nonresidential and hotel/motel occupancies. It is also used to document compliance with requirements in 160.5, 170.2(e) and 180.2(b)4 for indoor lighting scopes using the prescriptive path for multifamily occupancies. Multifamily includes dormitory and senior living facilities. This table includes any lighting systems that are within the scope ofthe permit application and are demonstrating compliance using the prescriptive path outlined in 140.6 / 170.2(e) or 141.0(b)2 /180.2(b)4 for alterations. CA Building Energy Efficiency Standards - 2022 Nonresidential Compliance Report Page: Lighting in conditioned and unconditioned spaces must not be combined for compliance per 140.6(b)1/170.2(e) (See Table I)(See Table I)(See Table J)(See Table K)(See Table F)(See Table P) Report Page: This table includes all planned permanent and portable lighting other than dwelling unit/ hotel/motel room lighting. Multifamily dwelling unit and hotel/motel room lighting is documented in Table T. If using Table T to document lighting in multifamily common use areas providing shared provisions for living, eating, cooking or sanitation, those luminaires are not included here. 1FOOTNOTE: Design Watts for small aperture and color changing luminaires which qualify per 140.6(a)4B /170.2(e)2D is adjusted to be 75% /80% of their rated wattage. Table F automatically makes this adjustment, the permit applicant should enter full rated wattage in column 05. 2Authority Having Jurisdiction may ask for Luminaire cut sheets to confirm wattage used for compliance per 130.0(c) / 160.5(b). Wattage used must be the maximum rated for the luminaire, not the lamp. CA Building Energy Efficiency Standards - 2022 Nonresidential Compliance Report Page: Each area complying using the Complete Building or Area Category Methods per 140.6(b) are included in this table. Column 06 indicates if additional lighting power allowances per 140.6(c) or adjustments per 140.6(a) are being used . CA Building Energy Efficiency Standards - 2022 Nonresidential Compliance Report Page: CA Building Energy Efficiency Standards - 2022 Nonresidential Compliance Report Page: CA Building Energy Efficiency Standards - 2022 Nonresidential Compliance Report Page: I will ensure that a completed signed copy of this Certificate of Compliance shall be made available with the building permit(s) issued for the building, and made available to the enforcement agency for all applicable inspections. I understand that a completed signed copy of this Certificate of Compliance is required to be included with the documentation the builder provides to the building owner at occupancy. The building design features or system design features identified on this Certificate of Compliance are consistent with the information provided on other applicable compliance documents, worksheets, calculations, plans and specifications submitted to the enforcement agency for approval with this building permit application. The energy features and performance specifications, materials, components, and manufactured devices for the building design or system design identified on this Certificate of Compliance conform to the requirements of Title 24, Part 1 and Part 6 of the California Code of Regulations. NADER SHAMS SHAMS ENGINEERING GROUP 796 WARRENDALE AVE SIMI VALLEY, CA. 93065 Nader Shams (818) 601-6429 E-13305 02-01-24 Nader Shams 02-01-24 (818) 601-6429 NADER SHAMS SHAMS ENGINEERING GROUP 796 WARRENDALE AVE SIMI VALLEY, CA. 93065 US BANK 1400 S. BLADWIN AVE., ARCADIA, CA 91007 02-01-24 ARCADIA 9 OFFICE 343 0 0 X US BANK 1400 S. BLADWIN AVE., ARCADIA, CA 91007 US BANK 1400 S. BLADWIN AVE., ARCADIA, CA 91007 US BANK 1400 S. BLADWIN AVE., ARCADIA, CA 91007 US BANK 1400 S. BLADWIN AVE., ARCADIA, CA 91007 US BANK 1400 S. BLADWIN AVE., ARCADIA, CA 91007 US BANK 1400 S. BLADWIN AVE., ARCADIA, CA 91007 02-01-24 02-01-24 02-01-24 02-01-24 02-01-24 02-01-24 No No No No No No No No No No No No No No No No A 19 Mfr. Spec No 11 209 N/A343 209 343 223 223 223 209 U. DECLARATION OF REQUIRED CERTIFICATES OF INSTALLATION Yes No Form/Title Field Inspector Pass  Fail  V. DECLARATION OF REQUIRED CERTIFICATES OF ACCEPTANCE Yes No Form/Title LMCA-LTI-02-A - Must be submitted for occupancy sensors and automatic time switch controls. LMCA-LTI-03-A - Must be submitted for automatic daylight controls. LMCA-LTI-04-A - Must be submitted for demand responsive lighting controls. LMCA-LTI-05-A - Must be submitted for institutional tuning power adjustment factor (PAF). LMCA-ENV-03-F - Must be submitted for daylighting design power adjustment factors (PAF). Field Inspector Pass          Fail  LMCI-LTI-01-E - Must be submitted for all buildings            Selections have been made based on information provided in this document. If any selections have been changed by the permit applicant, an explanation should be included in Table E. Additional Remarks. These documents must be provided to the building inspector during construction Selections have been made based on information provided in this document. If any selections have been changed by the permit applicant, an explanation and can be found online. should be included in Table E. Additional Remarks. These documents must be provided to the building inspector during construction and can be found online Selections have been made based on information provided in this document. If any selections have been changed by the permit applicant, an explanation should be included in Table E. Additional Remarks. These documents must be provided to the building inspector during construction and any with "-A" in the form name must be completed through an Acceptance Test Technician Certification Provider (ATTCP). STATE OF CALIFORNIA Indoor Lighting CERTIFICATE OF COMPLIANCE Project Name: Date Prepared: CALIFORNIA ENERGY COMMISSION NRCC-LTI-E Report Page:US BANK 1400 S. BLADWIN AVE., ARCADIA, CA 91007 02-01-24 X X X X X X 343 EL E C T R I C A L E N G I N E E R SH A M S FA X : ( 8 0 5 ) 5 8 2 - 9 2 3 0 TE L : ( 8 1 8 ) 6 0 1 - 6 4 2 9 SI M I V A L L E Y , C A 9 3 0 6 5 79 6 W A R R E N D A L E A V E N A D E R S H A M S SH A M S EN G I N E E R I N G G R O U P , I N C . Na d e r S h a m s DATE: SCALE: DRAWN: JOB: SHEET OF SHEETS PR O J E C T A D D R E S S : OW N E R : TITLE SHEET: BY RE V I S I O N S DA T E PR O J E C T : IZ NOTED 01-29-24 1 US B A N K 14 0 0 S . B A L D W I N A V E , AR C A D I A , C A 9 1 0 0 7 FI N A L E L E C T R I C A L P L A N S F O R CI T Y S U B M I T T A L 02 - 0 1 - 2 4 Small office <250 Square feet 0.65 343 223 209 CA Building Energy Efficiency Standards - 2022 Nonresidential Compliance 6" RECESSED LED LIGHTS NA: Not daylit zone NA: Not daylit zone No Project Address: Project Address: Project Address: Project Address:Project Address: Project Address: Small office <250 Square feet NA: Not daylit zone NA: Not daylit zone NA: Not daylit zone NA: Not daylit zone No No