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Item 5B - 3400 E Tahquitz Canyon Way_CAMI 2024-0012
HISTORIC SITE PRESERVATION BOARD STAFF REPORT DATE: January 7, 2025 NEW BUSINESS SUBJECT: APPLICATON BY THE CITY OF PALM SPRINGS FOR THE APPROVAL OF A CERTIFICATE OF APPROPRIATENESS – MINOR TO RECONFIGURE THE BREACH GATE AND REPLACE THE INTERIOR FLOORING AT THE WEXLER TERMINAL OF THE PALM SPRINGS INTERNATIONAL AIRPORT, A CLASS 1 SITE LOCATED AT 3400 EAST TAHQUITZ CANYON WAY, HSPB #70 / CASE CAMI 2024-0012 (SY). FROM: Department of Planning Services SUMMARY The applicant is seeking approval to replace the interior flooring of the historic terminal to a uniform terrazzo finish and reconfigure the existing breach gate which connects the main terminal to the secured courtyard space. The alterations for review are limited to the interior spaces of the historic terminal that are publicly accessible. RECOMMENDATION: Approve the project as proposed. BACKGROUND AND SETTING: The original layout of the airport terminal is described as a building with a central core and four wings. The steel post-and-beam construction is a defining feature, and the use of expansive glass and rock walls create a visual connection with the surrounding setting of the San Jacinto mountains. Since the completion of the airport in 1966, the site has continued to expand in response to operational demands. Following the events of September 11, 2001 more substantial changes were introduced, including the expanded TSA screening area on the east elevation. According to the National Register Nomination Report, the original terrazzo floor and concrete posts were identified as character-defining features of the interior space.1 The recently exposed terrazzo floor in the main lobby of the historic terminal does not reflect the simple terrazzo floor design from 1966. (See photograph below.) 1 National Register of Historic Places, Palm Springs International Airport Terminal, Palm Springs, Riverside County, California. Historic Site Preservation Board Staff Report January 7, 2025 HSPB 70 / Case CAMI 2024-0012 – Certificate of Appropriateness Page 2 of 5 BELOW AN AERIAL VIEW OF THE SUBJECT PARCEL Relevant and Recent Past Actions 1966 City commissions architect Donald Wexler to design the airport terminal building. May 13, 2009 City Council designates the west façade of the Wexler Terminal as a Class 1 historic site (Resolution 22480). November 24, 2021 Palm Springs International Airport is listed on the National Register of Historic Places. Historic Site Preservation Board Staff Report January 7, 2025 HSPB 70 / Case CAMI 2024-0012 – Certificate of Appropriateness Page 3 of 5 Palm Springs Municipal Airport Terminal, Main Lobby, 1966. Source: Donald A. Wexler Collection, Palm Springs Art Museum. ANALYSIS: Pursuant to Municipal Code Section 8.05.110 (Alterations of Class 1 and Class 2 Historic Resources – Certificate of Appropriateness), HSPB shall evaluate the proposal for compatibility and mitigate any adverse impacts to character-defining features of the historic resource by reviewing it for compliance with the four criteria: Certificates of Appropriateness (“C of A’s”) are processed pursuant to Municipal Code Section 8.05.110 as follows: Criteria and Findings for alterations to Class 1 sites: The HSPB shall approve the C of A’s if the following findings can be met 1. That the proposed alteration does not significantly impact or materially impair the character-defining features of the historic resource as listed in the resolution for historic designation, or, where a character-defining feature may be impacted, the proposed alteration minimizes that impact as much as possible. Historic Site Preservation Board Staff Report January 7, 2025 HSPB 70 / Case CAMI 2024-0012 – Certificate of Appropriateness Page 4 of 5 The flooring material inside the historic terminal is a combination of industrial carpet and terrazzo. Permit records indicate that the existing terrazzo floor in the lobby is not original and was installed in March of 1991. While the proposed layout of the terrazzo may not be an exact replica of the original plan, the aggregate composition was designed to match the terrazzo found in the electrical room in the main lobby and the neutral color palette is considered appropriate for that period. The choice of brass dividers should be further discussed for appropriateness since it is a new material that is not seen in the original design. Staff finds the proposed layout and matrix of the terrazzo to be consistent with the original design intent. The extruded area known as the breach gate is not an original feature to the 1966 design, but it is the portal that connects the secured area to the main lobby. The request to remove the revolving doors and reconfigure the breach gate simplifies the overall aesthetic and enhances the functionality of this space. The revolving doors will be replaced with conventional doors that will match the existing mullion patterns. Staff finds that the proposed alterations to the interior flooring and the breach gate meets this criterion. 2. That the proposed alteration will assist in restoring the historic resource to its original appearance where applicable, or will substantially aid its preservation or enhancement as a historic resource; The existing carpet and 1991 terrazzo flooring are not original features of the 1966 design by Donald Wexler. The proposed change to replace the patchwork of existing flooring with a continuous application of terrazzo throughout the historic terminal not only restores the original flooring material, but it also enhances the appearance of the space to better align with the original design that was simple and reserved when it came to the use of patterns and texture. The changes to the breach gate are considered improvements to the current conditions because the revolving doors never responded to the aesthetic context and resulted in operational challenges by creating a bottleneck that would back up the area. The proposed design better integrates into the existing elevation and addresses the issues related to access and clearance. Staff finds that the proposed alterations meet this criterion. 3. That any additions to the historic resource are consistent with the massing, proportions, materials, and finishes of the existing historic resource, and: (i) can be distinguished from the existing historic resource as may be appropriate; or (ii) are indistinguishable from the historic resource as may be appropriate, and where such alterations are clearly documented in the City’s archival file for the historic resource as being non-original to the historic resource; Historic Site Preservation Board Staff Report January 7, 2025 HSPB 70 / Case CAMI 2024-0012 – Certificate of Appropriateness Page 5 of 5 The proposed alterations largely impact interior spaces of the historic terminal that are publicly accessible, and the changes are consistent to the original materials and finishes, yet the subtle difference in layout distinguishes it from the original design. The archival files provide a detailed description and include photographs showing the original condition. Staff finds the proposal meets this criterion for alteration. 4. That, in cases where Federal funds are to be utilized in financing the proposed alterations, the alterations are consistent with the Standards for the Treatment of Historic Properties, as put forth by the U.S. Secretary of the Interior. No federal funds are involved in the proposed project. ENVIRONMENTAL ASSESSMENT: The proposed alteration is considered a project pursuant to the guidelines of the California Environmental Quality Act (“CEQA”). Staff has evaluated the proposal relative to the CEQA Guidelines and determined the project to Categorically Exempt from further evaluation under CEQA as a Class 31 because the project proposes rehabilitation of the historic site that is consistent with the Secretary of the Interior Standards. The proposed scope of work does not radically change, obscure or destroy character-defining features of the buildings or the surrounding landscape. CONCLUSION: The proposed alterations inside the historic terminal will not diminish or significantly alter the spatial characteristics of the interior space. The necessary criteria for the issuance of a Certificate of Appropriateness are met, and staff recommends approval as proposed. PREPARED BY: Sarah Yoon, Associate Planner/Historic Preservation Officer REVIEWED BY: Christopher Hadwin, Director of Planning Services Attachments: A. Vicinity Map. B. Application. C. City Council Resolution for Designation. ATTACHMENT A Department of Planning Services Vicinity Map CITY OF PALM SPRINGS 3400 East Tahquitz Canyon Way ATTACHMENT B Palm Springs International Airport 3400 E. Tahquitz Canyon Way, Suite 1 Palm Springs, CA 92262-6966 flypsp.com T: (760) 318-3800 December 12, 2024 City of Palm Springs Planning Department 3200 E. Tahquitz Canyon Way Palm Springs, CA 92262 To whom it may concern, This letter authorizes the submission of the Terrazzo Flooring and Breach Gate project to the Planning Department for review and consideration. Sincerely, Harry Barrett Jr. A.A.E. Executive Director Palm Springs International Airport (PSP) Palm Springs International Airport EXIT LANE BREACH CONTROL SYSTEM Palm Springs International Airport (PSP) 3400 East Tahquitz Canyon Way Palm Springs, CA 92262 11/25/2024 90% CONSTRUCTION DOCUMENT FINISH UPDATE CLIENT PALM SPRINGS INTERNATIONAL AIRPORT 3400 EAST TAHQUITZ CANYON WAY PALM SPRINGS, CA 92262 ARCHITECT GENSLER 500 SOUTH FIGUEROA STREET LOS ANGELES, CA 90071 213.327.3600 NEIL MCLEAN NEIL_MCLEAN@GENSLER.COM STRUCTURAL WALTER P MOORE 633 W 5TH STREET SUITE 7200 LOS ANGELES, CA 90071 310.254.1907 DANIEL TRAUB DTRAUB@WALTERPMOORE.COM MECHANICAL / ELECTRICAL / PLUMBING PBS 2100 EAST ROUTE 66, SUITE 101 GLENDORA, CA 91740 626.650.0350 NISHIT PATEL NPATEL@PBSENGINEERS.COM TECHNOLOGY MEAD & HUNT, INC. 2440 DEMING WAY MIDDLETON, WI 53562 608.273.6380 JEREMY VORHEIS JEREMY.VORHEIS@MEADHUNT.COM © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2024 NOT TO SCALE Tel +1 213.327.3600 Fax +1 213.327.3601 500 South Figueroa Street Los Angeles, CA 90071 USA PALM SPRINGS INTERNATIONAL AIRPORT 3400 E Tahquitz Canyon Way, Palm Springs CA 11/26/2024 7:57:14 AMAutodesk Docs://005.4833.000 - PSP - On-Call/005.4833.000 - PSP - ARCH - DOC - Breach Gate - R23.rvtBR-G0.000 COVER SHEET 005.4833.002 PSP - ARCH - DOC - Breach Gate 005.4833.002 PSP Breach Gate . Replacement 005.4833.002 10/04/2024 BREACH GATE 90% CONSTRUCTION DOCUMENT ISSUE 11/01/2024 BREACH GATE 90% CONSTRUCTION DOCUMENT UPDATE ISSUE 11/25/2024 BREACH GATE 90% CONSTRUCTION DOCUMENT FINISH UPDATE ISSUE me PSP - ARCH - DOC - Breach Gate PSP Breach Gate . Replacement T F104 F118 F103 F114 F105 F108 F107 F109 F111 F110 BENCH GREY CONCRETE TO REMAIN BENCH BENCH LIMIT OF CONSTRUCTION GREY CONCRETE TO REMAIN EXIT EXIT REFRIG.GEM.W.FECFECFECFECFECFECFEC F.D. F.D. F.D. F.D.VEN DINGVEN DINGVEN DINGVEN DING VEN DING VEN DING VEN DING F.D.F.D.F.D.F.D. K - 5 0 1 6 - E R D E X T E R C _ U R I N A L S V I T R E O U S C H I N A K - 5 0 1 6 - E R D E X T ERC _ U R I N A L S V I T R E O U S C H I N A 7 CTX 5500 DS INPUTCONVEYOR STATION WORK RAMP OUTPUT CTX 5500 DSINPUTCONVEYORSTATIONWORKRAMPOUTPUTCTX 5500 D S STA TIONWORK RAMPOUTPUT SEARCH TABLE SEARCH TABLE SEARCH TABLE SEARCH TABLE SEARCH TABLE SEARCH TABLE SEARCH TABLE SEARCH TABLESEARCH TABLESEARCH TABLESEARCH TABLESEARCH TABLESEARCH TABLESEARCH TABLEFEC BAR COFFEE BAR RAMP DN. R58'- 0" UP ESCALATORESCALATOR#4 PLANTERS #2#1ELEV STAIR #15ELEV. MACH ROOM CHILLER / PUMP ROOM PLANTERSDN.RAMP #6TUG DRIVE WORK SHOP STAIR #14 ROOM ELECT. RAMP STAIR #3 STAIR #6STAIR #4 UNIT SUBSTATION STAIR #7STAIR #5 1:15 W/H W /H ALASKA / HORIZON AIRLINES AMERICA WEST AIRLINES VACANT DELTA/SKYWEST UNITED EXPRESS AMERICAN EAGLE AMERICAN CURBSIDECHECK-IN CURBSIDECHECK-IN VACANT CONTI NENTALUPUPDNUP1:1 2 M A X .DN.UP UPUPDN.UPUP GATE 12GATE 14GATE 16GATE 15GATE 17GATE 19GATE 20GATE 18CAM UP CAM MAIN TERMINAL BONO CONCOURSE AQUA CALIENTE HOLDROOM TICKETING COURTYARD BREACH GATE PROJECT LOCATION THIS IS NOT A REQUIRED COURTYARD EGRESS ________________02 BR-A2.001 BAG CLAIM SSCP ACC COMP RMPI TELECREFER TO ELECTRICAL DRAWINGS AND SECURITY DRAWINGS FOR SCOPE OF WORK NOT IN CONTRACT AREA OF WORK Ref North © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2024 NOT TO SCALE Tel +1 213.327.3600 Fax +1 213.327.3601 500 South Figueroa Street Los Angeles, CA 90071 USA PALM SPRINGS INTERNATIONAL AIRPORT 3400 E Tahquitz Canyon Way, Palm Springs CA 11/26/2024 7:57:31 AMAutodesk Docs://005.4833.000 - PSP - On-Call/005.4833.000 - PSP - ARCH - DOC - Breach Gate - R23.rvtBR-A0.000 PROJECT INFO 005.4833.002 PSP - ARCH - DOC - Breach Gate PROJECT DESCRIPTION CODE SHEET INDEX PALM SPRINGS AIRPORT SITE PLAN VINCINITY MAP PROJECT LOCATION: 3400 E TAHQUITZ CANYON WAY, PALM SPRINGS, CA 92262 PROJECT DESCRIPTION UPGRADE EXISTING BREACH GATE CONTROL (NOT A REQUIRED FIRE LIFE SAFETY EGRESS). DEMOLISH AND REMOVE TWO EXISTING REVOLVING DOOR DEVICES AND BYPASS ACCESS DOOR. INSTALL THREE NEW EXIT LANE BREACH CONTROL (ELBC) DEVICES AND BYPASS ACCESS DOORS. EXISTING FLOOR FINISH TO BE REPLACED WITH EPOXY TERRAZZO. PROJECT DATA SCOPE OF WORK AREA: 2,100 SF NO NEW FLOOR AREA IS ADDED. USE AND OCCUPANCY TYPE MIXED USE PASSENGER AIR TERMINAL -ASSEMBLY (A-2 & A-3) -STORAGE (S-1 & S-2) -OFFICE (B) -CONCESSION (M) NO CHANGE IN USE OR OCCUPANCY TYPE TYPE OF CONSTRUCTION: TYPE IIB (EXISTING) FULLY SPRINKLERED BUILDING PRIMARY FRAME: 1 HOUR FLOOR CONSTRUCTION: 1 HOUR (N/A) ROOF CONSTRUCTION: 1 HOUR NON-BEARING WALLS AND PARTITIONS EXTERIOR: NON-RATED, NONCOMBUSTIBLE PER TABLE 602 (30'+ FIRE SEPARATION DISTANCE PROVIDED) EXTERIOR WALL OPENINGS: NON-RATED FIRE BARRIER WALLS: ELECTRICAL ROOMS CONTAINING TRANSFORMERS GREATER THAN 112.5 KVA - 1 HOUR INFORMATION TECHNOLOGY SPACES - 1 HOUR SPRINKLERS: BUILDING IS FULLY SPRINKLERED. MODIFICATIONS TO NFPA 13 SYSTEM TO BE PROVIDED UNDER DEFERRED APPROVAL. STANDPIPE: EXISTING CLASS I MANUAL ADMINISTRATIVE CODE: BUILDING CODE: ELECTRICAL CODE: MECHANICAL CODE: PLUMBING CODE: FIRE CODE: EXISTING BUILDING CODE: NATIONAL FIRE PROTECTION ASSOCIATION (NFPA) STANDARDS, AS REFERENCED BY THE LABC AND LAFC/CFC. 2022 CALIFORNIA ADMINISTRATIVE CODE (PART 1 OF CALIFORNIA CODE OF REGULATIONS (CCR) TITLE 24). 2022 CALIFORNIA BUILDING CODE (PART 2 OF CCR TITLE 24), WHICH IS BASED ON 2021 INTERNATIONAL BUILDING CODE PUBLISHED BY INTERNATIONAL CODE COUNCIL (ICC). 2022 CALIFORNIA ELECTRICAL CODE (PART 3 OF CCR TITLE 24), WHICH IS BASED ON 2020 NATIONAL ELECTRICAL CODE PUBLISHED BY NATIONAL FIRE PROTECTION ASSOCIATION (NFPA). 2022 CALIFORNIA MECHANICAL CODE (PART 4 OF CCR TITLE 24), WHICH IS BASED ON 2021 UNIFORM MECHANICAL CODE PUBLISHED BY INTERNATIONAL ASSOCIATION OF PLUMBING AND MECHANICAL OFFICIALS (IAPMO). 2022 CALIFORNIA PLUMBING CODE (PART 5 OF CCR TITLE 24), WHICH IS BASED ON 2021 UNIFORM PLUMBING CODE PUBLISHED BY IAPMO. 2022 CALIFORNIA FIRE CODE (PART 9 OF CCR TITLE 24), WHICH IS BASED ON 2021 INTERNATIONAL FIRE CODE PUBLISHED BY INTERNATIONAL CODE COUNCIL (ICC). 2022 CALIFORNIA EXISTING BUILDING CODE (PART 10 OF CCR TITLE 24), WHICH IS BASED ON 2021 INTERNATIONAL EXISTING BUILDING CODE PUBLISHED BY INTERNATIONAL CODE COUNCIL (ICC). INTERIOR WALL AND CEILING FINISH REQUIREMENTS: INTERIOR EXIT STAIRWAYS, EXIT RAMPS AND EXIT PASSAGEWAYS: B, EXCEPT FOR C IN S OCCUPANCIES CORRIDORS AND ENCLOSURE FOR EXIT ACCESS STAIRWAYS AND EXIT ACCESS RAMPS: B, EXCEPT FOR C IN B, M, AND S OCCUPANCIES ROOMS AND ENCLOSED SPACES: C B:=Flame spread index 26-75; smoke-developed index 0-450. C:=Flame spread index 76-200; smoke-developed index 0-450. PARKING SUMMARY NO NEW BUILDING AREA: NO ADDITIONAL PARKING REQUIRED APPLICABLE CODES (WITH AMENDMENTS) SEPARATE PERMIT APPLICATION ELECTRICAL LOW VOLTAGE - ACCESS CONTROL FIRE SPRINKLER LIGHT GUAGE FRAMING ELBC ANCHORAGE FIRE SPRINKLER RELOCATION SHEET NUMBER SHEET NAME 07/26/2024 - BR SD 30% ISSUE 10/04/2024 - BR CD 90% ISSUE 11/25/2024 - BR CD 90% FINISH UPDATE ISSUE BR-G0.000 COVER SHEET O O BR-A0.000 PROJECT INFO O O O BR-A0.001 ARCHITECTURAL GRAPHIC SYMBOLS/ABBREVIATIONS O O BR-AD2.001 DEMOLITION PLAN & RCP O O O BR-AD6.001 DEMOLITION SECTION O O BR-AD9.001 EXISTING SITE PHOTO O O BR-A1.001 DOOR SCHEDULE AND FINISH SCHEDULE O BR-A2.001 NEW PLAN & RCP O O O BR-A2.002 ROOF PLAN & FINISH PLAN O O O BR-A6.001 NEW SECTION & ELEVATION O O BR-A6.002 ENLARGED ELEVATION AND PLAN O O BR-A6.003 ENLARGED SECTION AND ELEVATION O O BR-A8.001 ARCHITECTURAL DETAILS O O PSP Breach Gate . Replacement 005.4833.002 LEGEND 07/26/2024 BREACH GATE 30% SCHEMATIC DESIGN ISSUE 10/04/2024 BREACH GATE 90% CONSTRUCTION DOCUMENT ISSUE 11/01/2024 BREACH GATE 90% CONSTRUCTION DOCUMENT UPDATE ISSUE 11/25/2024 BREACH GATE 90% CONSTRUCTION DOCUMENT FINISH UPDATE ISSUE SHEET NUMBER SHEET NAME 07/26/2024 - BR SD 30% ISSUE 10/04/2024 - BR CD 90% ISSUE 11/25/2024 - BR CD 90% FINISH UPDATE ISSUE BR-E0.001 ELECTRICAL GENERAL NOTES & SHEET INDEX O BR-E0.002 LIGHTING GENERAL NOTES & DEMOLITION NOTES O BR-E0.003 SYMBOLS LIST & ABBREVIATIONS O BR-E0.004 EXISITNG PARTIAL SINGLE LINE DIAGRAMS & LOAD CALCULATIONS O BR-E0.005 PANEL & LIGHTING FIXTURE SCHEDULES O BR-E2.000 ELECTRICAL OVERALL SITE PLAN O BR-E2.001 ELECTRICAL REMODEL PLANS O BR-E2.002 ELECTRICAL PHOTOMETRIC PLAN - EMERGENCY O BR-E3.001 ELECTRICAL ENLARGED PLANS O BR-E5.001 ELECTRICAL DETAILS O BR-ED2.001 ELECTRICAL DEMOLITION PLANS O SHEET NUMBER SHEET NAME 07/26/2024 - BR SD 30% ISSUE 10/04/2024 - BR CD 90% ISSUE 11/25/2024 - BR CD 90% FINISH UPDATE ISSUE BR-T0.001 TECHNOLOGY NOTES, SYMBOLS & ABBREVIATIONS O O BR-T0.002 SCHEDULES O O BR-T2.021 OVERALL FIRST FLOOR SECURITY PLAN O O BR-T2.401 ENLARGED PLANS, ELEVATIONS & SECTIONS O O BR-T5.001 DETAILS O O BR-T7.001 ONE-LINE DIAGRAMS O O BR-TD4.001 ENLARGED DEMO PLANS O O ARCHITECTURAL SHEET INDEX ELECTRICAL SHEET INDEX TECHNOLOGY SHEET INDEX - SENSITIVE SECURITY INFORMATION DEFERRED SUBMITTALS (DELEGATED DESIGN) me PSP - ARCH - DOC - Breach Gate PSP Breach Gate . Replacement O O O O O 13 250 100 © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2024 Tel +1 213.327.3600 Fax +1 213.327.3601 500 South Figueroa Street Los Angeles, CA 90071 USA PALM SPRINGS INTERNATIONAL AIRPORT 3400 E Tahquitz Canyon Way, Palm Springs CA 50 11/1/2024 7:59:23 PMAutodesk Docs://005.4833.000 - PSP - On-Call/005.4833.000 - PSP - ARCH - DOC - Breach Gate - R23.rvtBR-A0.001 ARCHITECTURAL GRAPHIC SYMBOLS/ABBREVIATIONS 005.4833.002 PSP - ARCH - DOC - Breach Gate PSP Breach Gate . Replacement 005.4833.002 SECTION INDICATIONS ACOUSTICAL CEILING TILE ALUMINUM BRICK CARPET CONCRETE CONCRETE MASONRY UNIT CUT STONE EARTH FABRIC WRAPPED PANEL GLASS GRAVEL GYPSUM PLASTER INSULATION (LOOSE OR BATT) INSULATION (RIGID) METAL PLYWOOD PRE-CAST PANELS SAND OR GROUT STONE WOOD (FINISHED ) WOOD (CONTINUOUS MEMBER) WOOD (INTERRUPTED MEMBER) PLASTIC MS S FINISH CEILING HEIGHT SYMBOL GRID STARTPOINT SYMBOL MOTION SENSOR CEILING MOUNTED SPEAKER CEILING MOUINTED CAMERA CEILING MOUNTED SPRINKLER HEAD CEILING MOUNTED SMOKE DETECTOR E DENOTES EXISTING TO REMAIN R DENOTES EXISTING TO BE RELOCATED ACCESS DOOR REFLECTED CEILING CEILING MOUNTED STROBE LIGHT ACOUSTICAL CEILING AND GRID CEILING HEIGHT CHANGE SYMBOL xx'-xx" xx'-xx" X'-X" AT1 CEILING FINISH TAG CEILING MOUNTED EXIT SIGNS WALL MOUNTED EXIT SIGNS - PARALLEL WALL MOUNTED EXIT SIGNS - PERPENDICULAR LIGHT FIXTURES FLUORESCENT LIGHT FIXTURE FLUORESCENT LIGHT FIXTURE / EMERGENCY CIRCUIT EXISTING LIGHT FIXTURE TO BE REMOVED UNDER CABINET FLUORESCENT FIXTURE FLUORESCENT STRIP FIXTURE FLUORESCENT PENDANT FIXTURE RECESSED DOWNLIGHT RECESSED ADJUSTABLE DOWNLIGHT RECESSED WALL WASHER TRACK LIGHTING SURFACE MOUNTED LIGHT FIXTURE WALL SCONCE LIGHT SWITCH D DIMMER SWITCH MECHANICAL FIXTURES RETURN AIR SUPPLY AIR CIRCULAR DIFFUSER LINEAR DIFFUSER EXHAUST FAN SD FEC XX XX.XXX SIM A11.XX 1 1 1 NEW PARTITION EXISTING CONSTRUCTION TO REMAIN EXISTING CONSTRUCTION TO BE DEMOLISHED EGRESS PATH PRIMARY EGRESS PATH SECONDARY SMOKE PARTITION 3 HR. RATED PARTITION 4 HR. RATED PARTITION 2 HR. RATED PARTITION 1 HR. RATED PARTITION MILLWORK ABOVE MILLWORK COLUMN GRID LINES AND REFERENCE NUMBER COLUMN GRID REFERENCE NUMBER DETAIL NUMBER SHEET NUMBER DESCRIPTION OF SIMILAR OR OPPOSITE AREA TO BE DETAILED LOCATION ON SHEET WHERE ELEVATION IS SHOWN DIRECTION OF ELEVATION INTERIOR AND EXTERIOR ELEVATION MARKER ROOM NAME ROOM NUMBER SHEETNOTE REFERENCE PARTITION TYPE REFERENCE - SEE SHEET G0-70 FOR ADDITIONAL INFORMATION DOOR REFERENCE NUMBER (REFER TO DOOR SCHEDULE) XX WINDOW REFERENCE NUMBER (REFER TO WINDOW SCHEDULE) PH-2 EQUIPMENT REFERENCE NUMBER (REFER TO EQUIPMENT PLAN) ELEVATION DATUM REFERENCE MATCH LINE SYMBOL ALIGN WITH ESTABLISHED / ADJACENT SURFACES WALL MOUNTED LIFE SAFETY EQUIPMENT AND DEVICES FIRE WARDEN STATION SYMBOL WALL MOUNTED FIRE ALARM STROBE SYMBOL FIRE ALARM PULL SYMBOL WALL MOUNTED, FIRE EXTINGUISHER CABINET WALL MOUNTED FIRE HOSE CABINET WALL MOUNTED FIRE VALVE WALL MOUNTED FIRE VALVE CABINET REVISION REFERENCE NUMBER REVISION CLOUD DEPICTING AREA REVISED CONSTRUCTION +6" 0" XXX NAME 1234 01 A3A1 ALIGN MATCH LINE SEE XX/XX SHEET NUMBER WHERE ELEVATION IS SHOWN FIRE RATING FLOOR ELEVATION TRANSITION DIRECTION OF PHOTOGRAPH 2/ A11.XX SHEET NUMBER WHERE PHOTOGRAPH IS SHOWN FHC FVC FAP FV FAS FWS GRAPHIC SYMBOLSABBREVIATIONSABBREVIATIONS SECTION INDICATIONS ACOUSTICAL CEILING TILE ALUMINUM BRICK CARPET CONCRETE CONCRETE MASONRY UNIT CUT STONE EARTH FABRIC WRAPPED PANEL GLASS GRAVEL GYPSUM PLASTER INSULATION (LOOSE OR BATT) INSULATION (RIGID) METAL PLYWOOD PRE-CAST PANELS SAND OR GROUT STONE WOOD (FINISHED ) WOOD (CONTINUOUS MEMBER) WOOD (INTERRUPTED MEMBER) PLASTIC A.D. AREA DRAIN A.F.F. OR AFF ABOVE FINISH FLOOR A.P. ACCESS PANEL A/C. AIR CONDITIONING ABV. ABOVE ACOUS. ACOUSTICAL ACP ACOUSTICAL CEILING PANEL ADD'L. ADDITIONAL ADJ. ADJUSTABLE OR ADJACENT AL. ALUMINUM AN. ANODIZED ANCH. ANCHOR APPROX. APPROXIMATE ARCH. ARCHITECTURAL ASPH. ASPHALT ASS'Y. ASSEMBLY ATC ACOUSTICAL CEILING TILE AUTO. AUTOMATIC AWC ACOUSTICAL WALL PANELS B.L. BUILDING LINE B.O. BOTTOM OF BD. BOARD BLDG. BUILDING BLK. BLOCK BM. BEAM BOT. BOTTOM BRK. BREAK BRKT. BRACKET BSMT. BASEMENT BTWN. BETWEEN C.B. CATCH BASIN C.G. CORNER GUARD C.I. CAST IRON C.I.P CAST IN PLACE C.J. CONTROL JOINT C.O. CLEAR OPENING C.T. CERAMIC TILE CAB. CABINET CAT. CATEGORY CER. CERAMIC CLG. CEILING CLO. CLOSET CLR CLEAR CMU CONCRETE MASONRY UNIT COL. COLUMN CONC. CONCRETE CONN. CONNECTION CONST. CONSTRUCTION CONT. CONTINUOUS CONTR. CONTRACTOR CORR. CORRIDOR CPT CARPET CPTT CARPET TILE CTR. CENTER CTRL. CONTROL D.F. DRINKING FOUNTAIN D.O. DOOR OPENING D.P. DAMP PROOFING D.S. DOWNSPOUT DBL. DOUBLE DEMO. DEMOLITION DEPT. DEPARTMENT DET. OR DTL. DETAIL DIA. OR DIAM. DIAMETER DIM. DIMENSION DISP. DISPENSER DN. DOWN DR DOOR DRN DRAIN DWG. DRAWING DWGS. DRAWINGS DWR. DRAWER E. EAST E.G.R. ENHANCED GATE READER E.J. EXPANSION JOINT E.S. EXPOSED STRUCTURE E.W. EACH WAY E.W.C. ELECTRIC WATER COOLER EA. EACH EL. OR ELEV. ELEVATION ELBC EXIT LANE BREACH CONTROL ELEC. OR ELECT. ELECTRICAL EMERG. OR EMER. EMERGENCY ENCL ENCLOSURE EQ EQUAL EQUIP. EQUIPMENT EXIST. EXISTING EXP. OR EXPAN. EXPANSION EXT. EXTERIOR F.A. FIRE ALARM F.D. FLOOR DRAIN F.E. FIRE EXTINGUISHER F.E.C. FIRE EXTINGUISHER CABINET F.H.C. FIRE HOSE CABINET F.H.R. FIRE HOSE REEL F.HT. FULL HEIGHT F.O.C. FACE OF CONCRETE F.O.F. FACE OF FINISH F.O.S. FACE OF STUD F.S. FULL SIZE F.V.C. FIRE VALVE CABINET FDN. FOUNDATION FIN. FINISH FL. OR FLR. FLOOR FLASH FLASHING FLUOR. FLUORESCENT FPRF. FIREPROOF(ING) FR. FRAME FRP FIBERGLASS REINFORCED PLASTIC FSTNR. FASTENER FT. FOOT OR FEET FTG. FOOTING FURR. FURRING FUT. FUTURE G.B. GRAB BAR G.C. GENERAL CONTRACTOR GA. GAUGE GALV. GALVANIZED GFRG GLASS FIBER REINFORCED GYPSUM GL. GLASS GND. GROUND GR. GRADE GRN GRANITE GSW GYPSUM SHAFT WALL GYP. BD. GYPSUM BOARD H.B HOSE BIB H.C. HOLLOW CORE H.K. HOUSEKEEPING H.M. HOLLOW METAL HCP. HANDICAPPED HD. HAND HDW. OR HDWR. HARDWARE HDWD. HARDWOOD HNDRL. HANDRAIL HORZ. HORIZONTAL HR. HOUR HT. HEIGHT HVAC HEATING, VENTILATION, AIR CONDITIONING I.D. INSIDE DIAMETER/DIMENSION IN. INCH INCL. INCLUDE(D)(ING) INFO. INFORMATION INSUL. INSULATION INT. INTERIOR INV. INVERT JAN CLO. JANITOR CLOSET JAN. JANITOR JST. JOIST JT. JOINT L LEG LAB. LABORATORY LAM. LAMINATE LAV. LAVATORY LKR. LOCKER LT. LIGHT M. METER M.H. MANHOLE M.O. MASONRY OPENING MAS. MASONRY MATL. MATERIAL MAX MAXIMUM MBL. MARBLE MECH. MECHANICAL MEMB. MEMBRANE MEP. MECHANICAL, ELECTRICAL, PLUMBING MFG. MANUFACTURER MIN. MINIMUM MIR. MIRROR MISC. MISCELLANEOUS MTD. MOUNTED MTL. METAL MUL. MULLION N NORTH N.I.C. NOT IN CONTRACT N.T.S. NO TO SCALE NO. NUMBER NOM. NOMINAL O.C. ON CENTER O.D. OUTSIDE DIAMETER/DIMENSION OEM ORIGINAL EQUIPMENT MANUFACTURER OFF. OFFICE OPNG. OPENING OPP. OPPOSITE OPP.HD. OPPOSITE HAND OVHD. OVERHEAD OZ. OUNCE P.C. PRECAST CONCRETE P.LAM. PLASTIC LAMINATE PAV. PAVING PC. PIECE PL. PLATE PLAS. PLASTIC PLBG. PLUMBING PLYWD. PLYWOOD PMMP PREMANUFACTURED METAL PANEL PNT. PAINT POL. POLISHED PR. PAIR PRCST. PRECAST PREMANUF. PREMANUFACTURED PT. POINT PTD. PAINTED PTN. PARTITION R. RADIUS R.D. ROOF DRAIN R.O. ROUGH OPENING RCP REFLECTED CEILING PLAN REBAR REINFORCING BAR REF. REFERENCE REFG. REFRIGERATOR REINF. REINFORCED REQD. REQUIRED RESIL. RESILIENT REV. REVISION RFL. REFLECTED RM. ROOM S. SOUTH S.C. SOLID CORE S.H. SPRINKLER HEAD S.S. STAINLESS STEEL SAN. SANITARY SCHED. OR SCHD. SCHEDULE SEC. SECURITY SECT. SECTION SEW. SEWER SGL. SINGLE SHT. SHEET SHWR. SHOWER SIM. SIMILAR SPEC. OR SPECS. SPECIFICATION(S) SPKR. SPEAKER SQ. SQUARE SQ. FT. OR S.F. SQUARE FOOT (FEET) SQ. YD. OR S.Y. SQUARE YARD(S) STA. STATION STD. STANDARD STL. STEEL STOR. STORAGE STRUCT. STRUCTURE OR STRUCTURAL SUSP. SUSPENDED SYM. SYMMETRICAL T&G TONGUE & GROOVE T. TREAD T. OR TEMP. TEMPERED T.O.C. TOP OF CONCRETE T.O.CMU TOP OF CMU T.O.D. TOP OF DECK T.O.O. TOP OF T.O.P. TOP OF PARAPET T.O.S. TOP OF STEEL T.O.S.S. TOP OF STRUCTURAL SLAB T.V. TELEVISION TEL. TELEPHONE THK. THICK TLT. TOILET TYP. TYPICAL U.N.O UNLESS NOTED OTHERWISE UNF. UNFINISHED UR. URINAL V.I.F. VERIFY IN FIELD VB. VAPOR BARRIER VERT. VERTICAL VEST. VESTIBULE W. WEST OR WIDTH W.B. WEATHER BARRIER W.C. WATER CLOSET W.P. WATERPROOF W/ WITH W/O WITHOUT WD. WOOD WDW. WINDOW WR/GB WATER RESISTANT GYP. BOARD WSCT. WAINSCOT WT. WEIGHT 07/26/2024 BREACH GATE 30% SCHEMATIC DESIGN ISSUE 10/04/2024 BREACH GATE 90% CONSTRUCTION DOCUMENT ISSUE 11/01/2024 BREACH GATE 90% CONSTRUCTION DOCUMENT UPDATE ISSUEDOCUMENT UPDATE ISSUE 11/25/2024 BREACH GATE 90% CONSTRUCTION DOCUMENT FINISH UPDATE ISSUE PSP - ARCH - DOC - Breach Gate PSP Breach Gate . Replacement CAMCAM 01 02 06 07 08 08 06 06 10 11 13 13 CONCESSIONS SSCP 15 1 2 5 7 6 8 9 3 4 EXISTING PHOTO KEY SEE BR-AD9.001 07 06 06 06 06 08 06 06 06 06 06 16 1616 17 17 17 18 19 19 20 EXISTING SURVEILLANCE CAMERA WITH ALGORITHMIC MOTION SENSOR FOR BREACH ALARM SYSTEM. NOT A PART OF THIS PROJECT. EXISTING BREACH ALARM SIGNAL AT ACT CEILING. NOT A PART OF THIS PROJECT. 01 BR-AD6.001 ________________ 04 BR-AD6.001 ________________ BR-AD6.001 02 SECURED OUTDOOR COURTYARD EXISTING REVOLVING DOOR EXISTING REVOLVING DOOR 03 03 04 04 04 05 09 09 09 09 09 12 12 14 CONCESSIONS SSCP 14 20 21 H G XC26 L.2 L.1 EXISTING SECURE BOUNDARY 28' - 5 1/2" A. REFER TO BG-A0.100 FOR SYMBOLS AND ABBREVIATIONS. B. REFER TO A2 SERIES DRAWINGS FOR CONSTRUCTION PLANS AND OTHER PLAN REFERENCES. C. REMOVE EXISTING INTERIOR PARTITIONS, DOORS, FRAMES, HARDWARE, FLOOR AND WALL FINISHES, LIGHTS AND CEILING SYSTEMS NOT SHOWN TO REMAIN AS REQUIRED FOR NEW WORK. D. REMOVE EXISTING TELEPHONE, DATA CABLING, SECURITY SYSTEMS AND FIRE ALARM SYSTEMS NOT SHOWN TO REMAIN ON CONSULTANT'S PLANS AS REQUIRED FOR NEW WORK. E. MAINTAIN ALL SYSTEMS ADJACENT TO DEMO AREA. F. PATCH, REPAIR, AND PREPARE ALL AFFECTED AREAS IN PREPARATION FOR NEW WORK. G. IF DEMOLITION IS PERFORMED IN EXCESS OF THAT REQUIRED, RESTORE AFFECTED AREAS AT NO COST TO THE OWNER. H. REMOVE EXISTING FLOOR FINISHES AND PREPARE SUBFLOOR AS REQUIRED FOR NEW FLOOR FINISHES I. PROVIDE AND MAINTAIN BARRICADES, LIGHTING, AND GUARDRAILS AS REQUIRED BY APPLICABLE CODES AND REGULATIONS TO PROTECT OCCUPANTS OF BUILDING AND OTHER WORKERS. J. DEBRIS, RUBBISH, AND OTHER MATERIALS RESULTING FROM DEMOLITION OPERATIONS. K. CONTRACTOR TO FIELD VERIFY ALL DIMENSIONS SHOWN ON PLAN NOT IN CONTRACT AREA OF WORK TEMPORARY PARTITION REMOVE 2X4 LAY-IN CEILING SYSTEM REMOVE 2X2 LAY-IN CEILING SYSTEM REMOVE GYP. BD. CEILING SYSTEM REMOVE PARTITION REMOVE DOOR EXISTING PARTITION TO REMAIN EXISTING DOOR TO REMAIN REMOVE FINISH FLOOR X SHEET NOTES SCALE:1/4" = 1'-0" EXISTING RCP - BREACH GATE - LEVEL 0101SCALE:1/4" = 1'-0" EXISTING PLAN - BREACH GATE - LEVEL 0102 1 20 8 SHEET NOTES GENERAL NOTES KEY PLAN Ref North © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2024 Tel +1 213.327.3600 Fax +1 213.327.3601 500 South Figueroa Street Los Angeles, CA 90071 USA PALM SPRINGS INTERNATIONAL AIRPORT 3400 E Tahquitz Canyon Way, Palm Springs CA 4 As indicated 11/26/2024 7:57:35 AMAutodesk Docs://005.4833.000 - PSP - On-Call/005.4833.000 - PSP - ARCH - DOC - Breach Gate - R23.rvtBR-AD2.001 DEMOLITION PLAN & RCP 005.4833.002 PSP - ARCH - DOC - Breach Gate 01 EXISTING SEISMIC JOINT ASSEMBLY TO REMAIN 02 EXISTING LINEAR DIFFUSER TO REMAIN 03 EXISTING REVOLVING DOOR TO BE DEMOLISHED, PATCH AND REPAIR ADJACENT CEILING AREA AS REQUIRED 04 EXISTING CARPET FLOORING TO BE DEMOLISHED, PREPARE EXISTING SLAB FOR NEW FINISH 05 EXISTING DOOR ASSEMBLY TO BE DEMOLISHED 06 EXISTING LIGHTING TO BE DEMOLISHED TYP. PATCH AND REPAIR ADJACENT CEILING AREA AS REQUIRED 07 EXISTING MECHANICAL GRILL TO BE DEMOLISHED, PATCH AND REPAIR ADJACENT CEILING AREA AS REQUIRED 08 EXISTING SECURITY CAMERA TO BE DEMOLISHED 09 EXISTING ADVERTISING UNIT TO BE REMOVED, PREPARE EXISTING SLAB FOR NEW FINISH 10 EXISTING SOFFIT WALL TO BE DEMOLISHED 11 EXISTING SIGNAGE LETTERS AND STANDOFFS TO BE SALVAGED, PROTECTED, AND STORED 12 DASHED OUTLINE OF EXISTING SOFFIT ABOVE 13 DASHED OUTLINE OF EXISTING REVOLVING DOOR BELOW 14 EXISTING SECURITY BARRIER TO REMAIN 15 EXISTING METAL PANEL FINISH TO BE REMOVED FROM HIGH CEILING 16 EXISTING SPRINKLER HEAD TO BE RELOCATED. EXISTING SPRINKLER HEAD TO BE SALVAGED, PROTECTED, AND STORED 17 EXISTING SPRINKLER HEAD TO REMAIN 18 EXISTING SECURITY CAMERA TO REMAIN 19 EXISTING CEILING MOUNTED SPEAKER TO BE REMOVED, PROTECTED AND STORED 20 EXISTING SLIDING DOOR TO BE SALVAGED, PROTECTED, AND STORED 21 EXISTING DOOR THRESHOLD TO BE REMOVED PSP Breach Gate . Replacement 005.4833.002 07/26/2024 BREACH GATE 30% SCHEMATIC DESIGN ISSUE 10/04/2024 BREACH GATE 90% CONSTRUCTION DOCUMENT ISSUE 11/01/2024 BREACH GATE 90% CONSTRUCTION DOCUMENT UPDATE ISSUE LEGEND me 11/25/2024 BREACH GATE 90% CONSTRUCTION DOCUMENT FINISH UPDATE ISSUE PSP - ARCH - DOC - Breach Gate PSP Breach Gate . Replacement 04 BR-AD6.001 ________________ EXISTING REVOLVING DOOR EXISTING REVOLVING DOOR PLENUM PLENUM 03 03 05 10 11 ________________04 BR-A8.001 09 09 09 09 L.2 L.1L.1L.2 01 BR-AD6.001 ________________ EXISTING REVOLVING DOOR EXISTING REVOLVING DOOR PLENUM 0503 03 X 54.1C26C2654.1X 01 BR-AD6.001 ________________ EXISTING REVOLVING DOOR EXISTING REVOLVING DOOR 03 0305 PLENUM X54.1C26C2654.1 X 01 BR-AD6.001 ________________ EXISTING REVOLVING DOOR EXISTING REVOLVING DOOR 11 10 03 0305 X C26C26X NOT IN CONTRACT AREA OF WORK TEMPORARY PARTITION REMOVE 2X4 LAY-IN CEILING SYSTEM REMOVE 2X2 LAY-IN CEILING SYSTEM REMOVE GYP. BD. CEILING SYSTEM REMOVE PARTITION REMOVE DOOR EXISTING PARTITION TO REMAIN EXISTING DOOR TO REMAIN REMOVE FINISH FLOOR X SHEET NOTES A. REFER TO BG-A0.100 FOR SYMBOLS AND ABBREVIATIONS. B. REFER TO A2 SERIES DRAWINGS FOR CONSTRUCTION PLANS AND OTHER PLAN REFERENCES. C. REMOVE EXISTING INTERIOR PARTITIONS, DOORS, FRAMES, HARDWARE, FLOOR AND WALL FINISHES, LIGHTS AND CEILING SYSTEMS NOT SHOWN TO REMAIN AS REQUIRED FOR NEW WORK. D. REMOVE EXISTING TELEPHONE, DATA CABLING, SECURITY SYSTEMS AND FIRE ALARM SYSTEMS NOT SHOWN TO REMAIN ON CONSULTANT'S PLANS AS REQUIRED FOR NEW WORK. E. MAINTAIN ALL SYSTEMS ADJACENT TO DEMO AREA. F. PATCH, REPAIR, AND PREPARE ALL AFFECTED AREAS IN PREPARATION FOR NEW WORK. G. IF DEMOLITION IS PERFORMED IN EXCESS OF THAT REQUIRED, RESTORE AFFECTED AREAS AT NO COST TO THE OWNER. H. REMOVE EXISTING FLOOR FINISHES AND PREPARE SUBFLOOR AS REQUIRED FOR NEW FLOOR FINISHES I. PROVIDE AND MAINTAIN BARRICADES, LIGHTING, AND GUARDRAILS AS REQUIRED BY APPLICABLE CODES AND REGULATIONS TO PROTECT OCCUPANTS OF BUILDING AND OTHER WORKERS. J. DEBRIS, RUBBISH, AND OTHER MATERIALS RESULTING FROM DEMOLITION OPERATIONS. K. CONTRACTOR TO FIELD VERIFY ALL DIMENSIONS SHOWN ON PLAN SCALE:1/4" = 1'-0" EXISTING EAST WEST SECTION01 SCALE:1/4" = 1'-0" EXISTING NORTH SOUTH SECTION04 1 20 8 SHEET NOTES GENERAL NOTES KEY PLAN © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2024 Tel +1 213.327.3600 Fax +1 213.327.3601 500 South Figueroa Street Los Angeles, CA 90071 USA PALM SPRINGS INTERNATIONAL AIRPORT 3400 E Tahquitz Canyon Way, Palm Springs CA 4 As indicated 11/1/2024 7:59:48 PMAutodesk Docs://005.4833.000 - PSP - On-Call/005.4833.000 - PSP - ARCH - DOC - Breach Gate - R23.rvtBR-AD6.001 DEMOLITION SECTION 005.4833.002 PSP - ARCH - DOC - Breach Gate SCALE:1/4" = 1'-0" EXISTING EAST ELEVATION03SCALE:1/4" = 1'-0" EXISTING WEST ELEVATION02 03 EXISTING REVOLVING DOOR TO BE DEMOLISHED, PATCH AND REPAIR ADJACENT CEILING AREA AS REQUIRED 05 EXISTING DOOR ASSEMBLY TO BE DEMOLISHED 09 EXISTING ADVERTISING UNIT TO BE REMOVED, PREPARE EXISTING SLAB FOR NEW FINISH 10 EXISTING SOFFIT WALL TO BE DEMOLISHED 11 EXISTING SIGNAGE LETTERS AND STANDOFFS TO BE SALVAGED, PROTECTED, AND STORED PSP Breach Gate . Replacement 005.4833.002 07/26/2024 BREACH GATE 30% SCHEMATIC DESIGN ISSUE 10/04/2024 BREACH GATE 90% CONSTRUCTION DOCUMENT ISSUE 11/01/2024 BREACH GATE 90% CONSTRUCTION DOCUMENT UPDATE ISSUE LEGEND DOCUMENT UPDATE ISSUE 11/25/2024 BREACH GATE 90% CONSTRUCTION DOCUMENT FINISH UPDATE ISSUE PSP - ARCH - DOC - Breach Gate PSP Breach Gate . Replacement FOR REFERENCE ONLY SHEET NOTES GENERAL NOTES KEY PLAN © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2024 NOT TO SCALE Tel +1 213.327.3600 Fax +1 213.327.3601 500 South Figueroa Street Los Angeles, CA 90071 USA PALM SPRINGS INTERNATIONAL AIRPORT 3400 E Tahquitz Canyon Way, Palm Springs CA 11/1/2024 7:59:50 PMAutodesk Docs://005.4833.000 - PSP - On-Call/005.4833.000 - PSP - ARCH - DOC - Breach Gate - R23.rvtBR-AD9.001 EXISTING SITE PHOTO 005.4833.002 PSP - ARCH - DOC - Breach Gate PSP Breach Gate . Replacement 005.4833.002 1 2 3 4 5 6 7 8 9 07/26/2024 BREACH GATE 30% SCHEMATIC DESIGN ISSUE 10/04/2024 BREACH GATE 90% CONSTRUCTION DOCUMENT ISSUE 11/01/2024 BREACH GATE 90% CONSTRUCTION DOCUMENT UPDATE ISSUE SIGNAGE AND SOFFIT TO BE RELOCATED REVOLVING BREACH GATE TO BE REMOVED BYPASS DOOR TO BE REMOVED CARPET TILE AND BASE TO BE REMOVED CARPET TILE AND BASE TO BE REMOVED CARPET TILE AND BASE TO BE REMOVED CARPET TILE AND BASE TO BE REMOVED AD DISPLAY TO BE REMOVED CARPET TILE AND BASE TO BE REMOVED AD DISPLAY TO BE REMOVED REVOLVING BREACH GATE TO BE REMOVED REVOLVING BREACH GATE TO BE REMOVED DOCUMENT UPDATE ISSUE 11/25/2024 BREACH GATE 90% CONSTRUCTION DOCUMENT FINISH UPDATE ISSUE PSP - ARCH - DOC - Breach Gate PSP Breach Gate . Replacement TYPE VF/VF DOUBLE LEAF GLAZED DOORSEE SCHEDULESEE SCHEDULE 1' - 2"6"6"6"6"6" EQ. EQ. SCALE: NF-4-SW-H-84 3" = 1'-0" 08 41 13 - ALL-GLASS ENTRANCE DOOR 08 41 13 - MULLION 6"08 41 13 - MULLION 08 41 13 ALL-GLASS ENTRANCE DOOR 08 41 13 - MULLION SCALE: NF-4-SW-J-84 3" = 1'-0" 6" 6" 24 480 192 SHEET NOTES GENERAL NOTES © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2024 Tel +1 213.327.3600 Fax +1 213.327.3601 500 South Figueroa Street Los Angeles, CA 90071 USA PALM SPRINGS INTERNATIONAL AIRPORT 3400 E Tahquitz Canyon Way, Palm Springs CA 96 As indicated 11/26/2024 7:58:00 AMAutodesk Docs://005.4833.000 - PSP - On-Call/005.4833.000 - PSP - ARCH - DOC - Breach Gate - R23.rvtBR-A1.001 DOOR SCHEDULE AND FINISH SCHEDULE 005.4833.002 PSP - ARCH - DOC - Breach Gate DOOR IDENTIFICATION TYPE DOOR FRAME FIRE RATING HARDWARE SET SECURITY TYPE REMARKSNUMBER LOCATION DIMENSIONS MATERIAL FINISH TYPE MATERIAL FINISH DETAILS WIDTH HEIGHT THICKNESS HEAD JAMB SILL 001 BREACH GATE LOBBY VF/VF 6' - 0" 7' - 8 7/16" 0' - 1 3/4" AL/GL AN AL AN NF-4-SW-H-84 NF-4-SW-J-84 001 REFER TO SECURITY DRAWINGS DOOR SCHEDULE DOOR ELEVATION DOOR HARDWARE SET 005.4833.002 CEILING FINISH MATERIALS LEGEND DESCRIPTION: TYPICAL GYPSUM BOARD CEILING MANUFACTURER: G.C. COLOR: PT-01, U.N.O. FINISH: LEVEL '5' FINISH LOCATION: REFER TO REFLECTED CEILING PLANS CONSTRUCTION: REFER TO SPECIFICATIONS 09 29 00 GYPSUM BOARD BR-CL01 GLAZING DESCRIPTION: TYPICAL ARCHITECTURAL GLASS - INTERIOR MANUFACTURER: VIRACON SIZE: SEE ELEVATIONS. COLOR: CLEAR LOCATION: SEE ELEVATIONS. 08 80 00 GLAZING BR-GL01 INTERIOR PAINTING DESCRIPTION: WALL AND CEILING PAINT MANUFACTURER: BENJAMIN MOORE COLOR: MATCH EXISTING. CONFIRM SAMPLE WITH ARCHITECT. FINISH: WALLS: EGGSHELL; CEILINGS: FLAT; DOORS AND FRAMES: SATIN LOCATION: SEE ELEVATIONS AND FINISH PLAN 09 91 23 PAINTING BR-PT01 DESCRIPTION: EPOXY TERRAZZO FLOORING WITH BRASS DIVIDERS SUPPLIER: INSTALLER COLOR: MATCH ARCHITECTS SAMPLE #15488-1 (OPTION 1 -SAMPLE D) BY CORRADINI CORP. FINISH: MATCH ARCHITECTS SAMPLE #15488-1 (OPTION 1 - SAMPLE D) BY CORRADINI CORP. LOCATION: FLOOR AND WALL BASE. SEE FINISH PLAN. THICKNESS: 3/8" SUBSTRATE: ANTI-FRACTURE MEMBRANE UNDERLAYMENT 09 66 23 RESINOUS MATRIX TERRAZZO FLOORING BR-TZ01 TERAZZO FLOOR & WALL BASE 10/04/2024 BREACH GATE 90% CONSTRUCTION DOCUMENT ISSUE 11/01/2024 BREACH GATE 90% CONSTRUCTION DOCUMENT UPDATE ISSUE 11/25/2024 BREACH GATE 90% CONSTRUCTION DOCUMENT FINISH UPDATE ISSUE WALL BASE DESCRIPTION: RUBBER WALL BASE MANUFACTURER: VIRACON SIZE: 4" COLOR: TO MATCH EXISTING LOCATION: SEE FINISH PLAN 09 65 13 RESILIENT WALL BASE AND ACCESSORIES BR-RB01 DESCRIPTION: PERFORTED METAL CEILING MANUFACTURER: LINDNER COLOR: CLEAR ALUMINUM; MATCH EXISTING LOCATION: REFER TO REFLECTED CEILING PLANS CONSTRUCTION: REFER TO SPECIFICATIONS - - BR-CL02 me PSP - ARCH - DOC - Breach Gate PSP Breach Gate . Replacement CAMCAM ALIGN 01 BR-A6.001 ________________ 02 BR-A6.001 ________________ BR-A6.001 03 BR-A6.003 029'-4" AFF SOFFIT ABV,VIF27' - 0 1/4"SECURED OUTDOOR COURTYARD FUTURE CONCESSION 6' - 4" 01 01 01 02 03 04 06 PROVIDE NEW POWER AND DATA OUTLET FOR OWNER FURNISHED PODIUM. 17 17 17 19 19 19 19 19 19 21 22 XC26 L.2 L.1 23 3' - 0"4' - 9"SECURE BOUNDARY VIF 23' - 6 1/4" ELBC LANE 1 ELBC LANE 2 ELBC LANE 3 AUTHORIZED BYPASS CORRIDOR 01 BR-A6.001 ________________ 02 BR-A6.001 ________________ BR-A6.001 03 BR-A6.003 02 EGRESS CORRIDOR 08 090909 06 10 11 BR-CL01 BR-CL01 8' - 9"8' - 9"1' - 8" 13 13 14 15 16 1212 16 1618 18 BR-CL02 12202020 21 XC26 L.2 L.1 A. REFER TO BR-A0.001 FOR SYMBOLS AND ABBREVIATIONS. B. FIELD VERIFY ALL DIMENSIONS AND CONDITIONS. C. REFER TO BR-A1.001 FOR FINISH SCHEDULE. D. REFER TO BR-AD SERIES FOR DEMOLITION PLANS. E. VERIFY ACTUAL ELBC DIMENSIONS ON SITE AND COORDINATE. SHOP DRAWINGS FOR THE BASIS OF DESIGN ELBC ARE LOCATED IN THE PROJECT MANUAL APPENDIX. F. AIRPORT OPERATIONS TO BE MAINTAINED THROUGHOUT PHASED CONSTRUCTION. REFER TO PROJECT MANUAL SPECIFICATION 01 10 00 SECTION 1.3. NOT IN CONTRACT AREA OF WORK 03 30 00 CONCRETE X SHEET NOTES SPECIFICATION KEYNOTES SCALE:1/4" = 1'-0" NEW PLAN - BREACH GATE - LEVEL 0102 SCALE:1/4" = 1'-0" NEW RCP - BREACH GATE - LEVEL 0101 1 20 8 SHEET NOTES GENERAL NOTES KEY PLAN Ref North © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2024 Tel +1 213.327.3600 Fax +1 213.327.3601 500 South Figueroa Street Los Angeles, CA 90071 USA PALM SPRINGS INTERNATIONAL AIRPORT 3400 E Tahquitz Canyon Way, Palm Springs CA 4 As indicated 11/26/2024 7:58:02 AMAutodesk Docs://005.4833.000 - PSP - On-Call/005.4833.000 - PSP - ARCH - DOC - Breach Gate - R23.rvtBR-A2.001 NEW PLAN & RCP 005.4833.002 PSP - ARCH - DOC - Breach Gate 01 NEW EXIT LANE BREACH CONTROL (ELBC) DEVICES INSTALLED ON TOP OF NEW TERRAZZO FLOORING. FINISH FLOOR TO BE LEVEL FOR ELBC INSTALLATION. 02 DASHED OUTLINE OF NEW SOFFIT WALL ABOVE 03 NEW SINGLE PODIUM FOR LAW ENFORCEMENT OFFICER, OWNER FURNISHED, CONTRACTOR INSTALLED 04 DASHED OUTLINE OF EXISTING CEILING ABOVE 06 NEW STOREFRONT SYSTEM 08 NEW SOFFIT CEILING. FINISH TO MATCH EXISTING ADJACENT 09 DASHED OUTLINE OF EXIT LANE BREACH GATE CONTROL SYSTEM BELOW 10 EXISTING SEISMIC JOINT TO REMAIN 11 EXISTING LINEAR DIFFUSER TO REMAIN 12 RELOCATED SPRINKLER HEAD 13 NEW CEILING MOUNTED SECURITY CAMERA, REFER TO SECURITY DRAWINGS 14 INSTALL NEW METAL PANEL CEILING 15 NEW CEILING MOUNTED ACCESS PANEL. CONFIRM LOCATION MEETS EXISTING MECHANICAL ACCESS REQUIREMENTS. 16 RELOCATED DOWN LIGHT FIXTURES, TYP. REFER TO ELECTRICAL DRAWINGS. 17 PROVIDE NEW CARDREADER, REFER TO SECURITY AND ELECTRIAL DRAWINGS 18 EXISTING SPEAKER TO BE REINSTALLED. MAINTAIN CONNECTION TO ACCESS CONTROL CENTER. 19 PROVIDE WHITE OPAQUE GLASS FILM ON SIDE OF EXIT LANE BREACH CONTROL DEVICES 20 PROVIDE PERFORATED METAL CEILING COVER ON TOP OF EXIT LANE BREACH GATE CONTROL SYSTEMS, CONTRACTOR TO COORDINATE WITH ELBC OEM 21 EXISTING BREAK-AWAY SLIDING DOOR AND EXIT SIGN TO REMAIN. 22 PROVIDE NEW DOOR THRESHOLD 23 “DO NOT ENTER” FLOOR SIGN GRAPHIC. BOD 3M ENVISION PRINT FILM 3.3 MIL MATTE FINISH WITH ANTI-SLIP OVERLAMINATE (48C-20R PRINT FILM WITH 3645 OVERLAMINATE). AIRPORT TO APPROVE GRAPHIC PRIOR TO INSTALLATION. PSP Breach Gate . Replacement 005.4833.002 07/26/2024 BREACH GATE 30% SCHEMATIC DESIGN ISSUE 10/04/2024 BREACH GATE 90% CONSTRUCTION DOCUMENT ISSUE 11/01/2024 BREACH GATE 90% CONSTRUCTION DOCUMENT UPDATE ISSUE 11/25/2024 BREACH GATE 90% CONSTRUCTION DOCUMENT FINISH UPDATE ISSUE LEGEND me PSP - ARCH - DOC - Breach Gate PSP Breach Gate . Replacement CAMCAM 03 03 EXISTING BALCONY EXISTING BALCONY PLANTER EXISTING BREACH GATE ROOF VERIFY IN FIELD WATERPROOFING AND INTEGRITY OF EXISTING ROOF DRAIN. REPLACE AND REPAIR AS NEEDED WHILE CEILING BELOW IS OPEN FOR CONSTRUCTION. XC26 L.2 L.1 VERIFY IN FIELD WATERPROOFING AND INTEGRITY OF EXISTING PLANTER DRAIN. REPLACE AND REPAIR AS NEEDED WHILE CEILING BELOW IS OPEN FOR CONSTRUCTION. BR-A6.003 02 7' - 9 13/16" 13 BR-A8.001 ________________ 05 BR-A8.001 ________________ 03 BR-A8.001 ________________ BR-PT01 BR-TZ01 BR-PT01 BR-TZ01 BR-PT01 BR-TZ01 01 0202 03 BR-A8.001 ________________ XC26 L.2 L.1 3' - 0"4' - 9"04 BR-TZ01 BR-PT01 BR-PT01 BR-TZ01 DASHED OUTLINE OF 3 LANE, 3 COMPARTMENT, ELBC FOR REFERENCE. FINISH FLOOR AT ELBC TO BE ABSOLUTELY LEVEL FOR ELBC INSTALLATION. A. REFER TO BR-A0.001 FOR SYMBOLS AND ABBREVIATIONS. B. FIELD VERIFY ALL DIMENSIONS AND CONDITIONS. C. REFER TO BR-A1.001 FOR FINISH SCHEDULE. D. REFER TO BR-AD SERIES FOR DEMOLITION PLANS. E. VERIFY ACTUAL ELBC DIMENSIONS ON SITE AND COORDINATE. SHOP DRAWINGS FOR THE BASIS OF DESIGN ELBC ARE LOCATED IN THE PROJECT MANUAL APPENDIX. F. AIRPORT OPERATIONS TO BE MAINTAINED THROUGHOUT PHASED CONSTRUCTION. REFER TO PROJECT MANUAL SPECIFICATION 01 10 00 SECTION 1.3. NOT IN CONTRACT AREA OF WORK 03 30 00 CONCRETE X SHEET NOTES SPECIFICATION KEYNOTES 1 20 8 SHEET NOTES GENERAL NOTES KEY PLAN Ref North © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2024 Tel +1 213.327.3600 Fax +1 213.327.3601 500 South Figueroa Street Los Angeles, CA 90071 USA PALM SPRINGS INTERNATIONAL AIRPORT 3400 E Tahquitz Canyon Way, Palm Springs CA 4 As indicated 11/26/2024 7:58:05 AMAutodesk Docs://005.4833.000 - PSP - On-Call/005.4833.000 - PSP - ARCH - DOC - Breach Gate - R23.rvtBR-A2.002 ROOF PLAN & FINISH PLAN 005.4833.002 PSP - ARCH - DOC - Breach Gate PSP Breach Gate . Replacement 005.4833.002 SCALE:1/4" = 1'-0" BREACH GATE - ROOF PLAN02 SCALE:1/4" = 1'-0" NEW PLAN - BREACH GATE - LEVEL 0101 01 WALK-OFF MAT, CARPET COLOR TO BE DETERMINED 02 TERRAZZO DIVIDER, CONTRACTOR TO COORDINATE LOCATION WITH ARCHITECT 03 CONTRACTOR TO INVESTIGATE SOURCE OF CEILING LEAKAGE AT BREACH GATE ROOF AND PROPOSE SOLUTIONS TO BE CONFIRMED BY ARCHITECT. 04 “DO NOT ENTER” FLOOR SIGN GRAPHIC. BOD 3M ENVISION PRINT FILM 3.3 MIL MATTE FINISH WITH ANTI-SLIP OVERLAMINATE (48C-20R PRINT FILM WITH 3645 OVERLAMINATE). AIRPORT TO APPROVE GRAPHIC PRIOR TO INSTALLATION. 07/26/2024 BREACH GATE 30% SCHEMATIC DESIGN ISSUE 10/04/2024 BREACH GATE 90% CONSTRUCTION DOCUMENT ISSUE 11/01/2024 BREACH GATE 90% CONSTRUCTION DOCUMENT UPDATE ISSUE 11/25/2024 BREACH GATE 90% CONSTRUCTION DOCUMENT FINISH UPDATE ISSUE LEGEND me PSP - ARCH - DOC - Breach Gate PSP Breach Gate . Replacement 02 BR-A6.001 ________________ SECURED OUTDOOR COURTYARD LOBBY PLENUM PLENUM V.I.F 4' - 2 1/2" 01 02 03 04 05 07 08 09 09 ________________15 BR-A8.001 TERMINAL WEXLER - L01 0' - 0" TERMINAL WEXLER - ROOF - NORTH 13' - 9" TERMINAL WEXLER - ROOF - HIGH 27' - 0" TERMINAL WEXLER - L02 14' - 0" TERMINAL WEXLER - ROOF - HIGH - NORTH 20' - 8" TERMINAL WEXLER - CANOPY 9' - 9" TERMINAL WEXLER - ROOF - SOUTH 14' - 8" L.2 L.1 ________________01 BR-A6.003 01 BR-A6.001 ________________ 01 01 01 TERMINAL WEXLER - L01 0' - 0" TERMINAL WEXLER - ROOF - NORTH 13' - 9" X 54.1 TERMINAL WEXLER - L02 14' - 0" TERMINAL WEXLER - CANOPY 9' - 9" C26 *FOR REFERENCE ONLY BREACH GATE 0303 03 03 03 03 03 07 08 01 01 01 ________________31 BR-A6.002 TERMINAL WEXLER - L01 0' - 0" TERMINAL WEXLER - ROOF - NORTH 13' - 9" X 54.1 TERMINAL WEXLER - L02 14' - 0" TERMINAL WEXLER - CANOPY 9' - 9" TERMINAL WEXLER - ROOF - SOUTH 14' - 8" C26 A. REFER TO BR-A0.001 FOR SYMBOLS AND ABBREVIATIONS. B. FIELD VERIFY ALL DIMENSIONS AND CONDITIONS. C. REFER TO BR-A1.001 FOR FINISH SCHEDULE. D. REFER TO BR-AD SERIES FOR DEMOLITION PLANS. E. VERIFY ACTUAL ELBC DIMENSIONS ON SITE AND COORDINATE. SHOP DRAWINGS FOR THE BASIS OF DESIGN ELBC ARE LOCATED IN THE PROJECT MANUAL APPENDIX. F. AIRPORT OPERATIONS TO BE MAINTAINED THROUGHOUT PHASED CONSTRUCTION. REFER TO PROJECT MANUAL SPECIFICATION 01 10 00 SECTION 1.3. SCALE:1/4" = 1'-0" NEW EAST WEST SECTION01 SCALE:1/4" = 1'-0" NEW NORTH SOUTH SECTION02 1 20 8 SHEET NOTES GENERAL NOTES KEY PLAN Ref North © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2024 Tel +1 213.327.3600 Fax +1 213.327.3601 500 South Figueroa Street Los Angeles, CA 90071 USA PALM SPRINGS INTERNATIONAL AIRPORT 3400 E Tahquitz Canyon Way, Palm Springs CA 4 As indicated 11/26/2024 7:58:29 AMAutodesk Docs://005.4833.000 - PSP - On-Call/005.4833.000 - PSP - ARCH - DOC - Breach Gate - R23.rvtBR-A6.001 NEW SECTION & ELEVATION 005.4833.002 PSP - ARCH - DOC - Breach Gate SCALE: AXONOMETRIC VIEW04SCALE:1/4" = 1'-0" NEW WEST ELEVATION03 01 NEW EXIT LANE BREACH CONTROL SYSTEM INSTALLED ON TOP OF NEW TERRAZZO FLOORING 02 DASHED OUTLINE OF EXISTING SOFFIT WALL LOCATION 03 NEW STOREFRONT SYSTEM 04 EXISTING SECURITY CAMERA TO REMAIN 05 NEW SINGLE PODIUM FOR SECURITY OFFICER, OWNER FURNISHED, CONTRACTOR INSTALLED 07 NEW CEILING SOFFIT 08 NEW SIGNAGE INSTALLED ON NEW FACE OF SOFFIT. PROVIDE BACKING TO SUPPORT SIGNAGE 09 EXISTING SECURITY BARRIER TO REMAIN PSP Breach Gate . Replacement 005.4833.002 07/26/2024 BREACH GATE 30% SCHEMATIC DESIGN ISSUE 10/04/2024 BREACH GATE 90% CONSTRUCTION DOCUMENT ISSUE 11/01/2024 BREACH GATE 90% CONSTRUCTION DOCUMENT UPDATE ISSUE me 11/25/2024 BREACH GATE 90% CONSTRUCTION DOCUMENT FINISH UPDATE ISSUE PSP - ARCH - DOC - Breach Gate PSP Breach Gate . Replacement 30 BR-A6.002 ________________ ACAMS CARD READER, REFER TO SECURITY DRAWINGS 29 BR-A6.002 ________________ BR-GL01 BR-GL01 BR-GL01BR-GL01BR-GL01 BR-GL01 BR-GL01 BR-GL01 BR-GL01 BR-PT01 BR-PT01 EXIT LANE BREACH CONTROL DEVICE EXIT LANE BREACH CONTROL DEVICE EXIT LANE BREACH CONTROL DEVICE ALIGN CENTER OF CLERESTORY MULLION TO CENTERLINE OF EXIT LANE BREACH CONTROL DIVIDERS. COORDINATE WITH EXIT LANE BREACH CONTROL MANUFACTURER CONFIRM SIGNAGE WITH AIRPORT ACAMS CARD READER, REFER TO SECURITY DRAWINGS ACAMS CARD READER, REFER TO SECURITY DRAWINGS TERMINAL WEXLER - L01 0' - 0" TERMINAL WEXLER - CANOPY 9' - 9" ELBC LANE 3ELBC LANE 2ELBC LANE 1AUTHORIZED BYPASS V.I.F 4' - 8 7/8" V.I.F 4' - 6 3/4" V.I.F 4' - 10 3/8"EQ.EQ. ________________02 BR-A8.001 SIM. ________________02 BR-A8.001 SIM. EXIT LANE BREACH CONTROL DEVICE BELOW EXIT LANE BREACH CONTROL DEVICE BELOW EXIT LANE BREACH CONTROL DEVICE BELOW ________________01 BR-A8.001 ALIGN ________________02 BR-A8.001 SIM. EXIT LANE BREACH CONTROL DEVICE EXIT LANE BREACH CONTROL DEVICE EXIT LANE BREACH CONTROL DEVICE ELBC LANE 3ELBC LANE 2ELBC LANE 1AUTHORIZED BYPASS A. REFER TO BR-A0.001 FOR SYMBOLS AND ABBREVIATIONS. B. FIELD VERIFY ALL DIMENSIONS AND CONDITIONS. C. REFER TO BR-A1.001 FOR FINISH SCHEDULE. D. REFER TO BR-AD SERIES FOR DEMOLITION PLANS. E. VERIFY ACTUAL ELBC DIMENSIONS ON SITE AND COORDINATE. SHOP DRAWINGS FOR THE BASIS OF DESIGN ELBC ARE LOCATED IN THE PROJECT MANUAL APPENDIX. F. AIRPORT OPERATIONS TO BE MAINTAINED THROUGHOUT PHASED CONSTRUCTION. REFER TO PROJECT MANUAL SPECIFICATION 01 10 00 SECTION 1.3. 1 20 8 SHEET NOTES GENERAL NOTES Ref North © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2024 Tel +1 213.327.3600 Fax +1 213.327.3601 500 South Figueroa Street Los Angeles, CA 90071 USA PALM SPRINGS INTERNATIONAL AIRPORT 3400 E Tahquitz Canyon Way, Palm Springs CA 4 As indicated 11/26/2024 7:58:33 AMAutodesk Docs://005.4833.000 - PSP - On-Call/005.4833.000 - PSP - ARCH - DOC - Breach Gate - R23.rvtBR-A6.002 ENLARGED ELEVATION AND PLAN 005.4833.002 PSP - ARCH - DOC - Breach Gate SCALE:1" = 1'-0" ENLARGED AIRSIDE ENTRY INTERIOR ELEVATION31 SCALE:1" = 1'-0" AIRSIDE ENTRY DETAIL LAYOUT PLAN - CLERESTORY GLAZING30 SCALE:1" = 1'-0" AIRSIDE ENTRY DETAIL LAYOUT PLAN - JAMB29 10/04/2024 BREACH GATE 90% CONSTRUCTION DOCUMENT ISSUE 11/01/2024 BREACH GATE 90% CONSTRUCTION DOCUMENT UPDATE ISSUE 11/25/2024 BREACH GATE 90% CONSTRUCTION DOCUMENT FINISH UPDATE ISSUE 005.4833.002 me PSP - ARCH - DOC - Breach Gate PSP Breach Gate . Replacement A. REFER TO BR-A0.001 FOR SYMBOLS AND ABBREVIATIONS. B. FIELD VERIFY ALL DIMENSIONS AND CONDITIONS. C. REFER TO BR-A1.001 FOR FINISH SCHEDULE. D. REFER TO BR-AD SERIES FOR DEMOLITION PLANS. E. VERIFY ACTUAL ELBC DIMENSIONS ON SITE AND COORDINATE. SHOP DRAWINGS FOR THE BASIS OF DESIGN ELBC ARE LOCATED IN THE PROJECT MANUAL APPENDIX. F. AIRPORT OPERATIONS TO BE MAINTAINED THROUGHOUT PHASED CONSTRUCTION. REFER TO PROJECT MANUAL SPECIFICATION 01 10 00 SECTION 1.3. 29 BR-A6.002 ________________4 3/4"V.I.F1' - 2 3/4"STEREO SENSOR STEREO SENSOR HALF HEIGHT SWING DOORS HALF HEIGHT SWING DOORS THROWN OBJECT DETECTION BREACH GATE LOBBY (AIRSIDE) BREACH GATE LOBBY (LANDSIDE) FULL HEIGHT SWING DOORS FULL HEIGHT SWING DOORS FULL HEIGHT SWING DOORS 26' - 1 5/8" ELBC LENGTH (VERIFY DELIVERED ELBC DIMENSION) SECURITY CAMERA, REFER TO SECURITY/IT DRAWING RECESSED DOWNLIGHT RECESSED DOWNLIGHT RECESSED DOWNLIGHT SECURITY CAMERA, REFER TO SECURITY/IT DRAWING ________________15 BR-A8.001 EXIT LANE BREACH CONTROL SYSTEM 11 14 00V.I.F1' - 7 1/2"ALIGN 6' - 10 1/4"EXISTING STOREFRONT SYSTEM BEYOND TO REMAIN, TYP. PLENUM PLENUM SUPPORT BAR WITH LED SPOTLIGHTS, PART OF ELBC SYSTEM SUPPORT BAR WITH LED SPOTLIGHTS, PART OF ELBC SYSTEM TOP OF ELBC COVERED WITH PERFORATED METAL TO PREVENT THROWN OBJECT BREACH. PROVIDE REMOVABLE PANELS WITH SECURITY SCREWS TO ACCESS SOFFIT CEILING FIXTURES. PROVIDE GYP BD SHADOW BOX AT CLERESTORY GLAZING COVERED BY SOFFIT EXTENSION 01 BR-A6.001 ________________ ACAMS CARD READER, REFER TO SECURITY DRAWINGS ACAMS CARD READER, REFER TO SECURITY DRAWINGS EXISTING BREACH ALARM SIGNAL (NOT A PART OF THIS PROJECT) EXISTING CEILING LIGHT COVE NEW OBSERVATION PODIUM ELBC LANE 3 ELBC LANE 2 ELBC LANE 1 AUTHORIZED BYPASS CORRIDOR 1 20 8 Ref North © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2024 Tel +1 213.327.3600 Fax +1 213.327.3601 500 South Figueroa Street Los Angeles, CA 90071 USA PALM SPRINGS INTERNATIONAL AIRPORT 3400 E Tahquitz Canyon Way, Palm Springs CA 4 As indicated 11/26/2024 7:58:53 AMAutodesk Docs://005.4833.000 - PSP - On-Call/005.4833.000 - PSP - ARCH - DOC - Breach Gate - R23.rvtBR-A6.003 ENLARGED SECTION AND ELEVATION 005.4833.002 PSP - ARCH - DOC - Breach Gate 005.4833.002 SCALE:1" = 1'-0" ENLARGED ELBC SECTION01 11/01/2024 BREACH GATE 90% CONSTRUCTION DOCUMENT UPDATE ISSUE 11/25/2024 BREACH GATE 90% CONSTRUCTION DOCUMENT FINISH UPDATE ISSUE GENERAL NOTES SCALE:1" = 1'-0" LANDSIDE ELBC ELEVATION02 me PSP - ARCH - DOC - Breach Gate PSP Breach Gate . Replacement ALIGN EXISTING CEILING SOFFIT ASSEMBLY TO BE DEMOLISHED EXISTING METAL PANEL CEILING FINISH TO BE REMOVED EXISTING MULLION TO REMAIN EXISTING METAL CORNER TRIM TO BE REMOVED EXISTING SIGNAGE TO BE REMOVED EXISTING ROOF STRUCTURE ASSEMBLY TO REMAIN EXISTING CEILING ASSEMBLY TO REMAIN NEW METAL PANEL CEILING TILE EXISTING MULLION ASSEMBLY TO REMAIN NEW SIGNAGE ON STANDOFFS WITH 18 GAUGE BACKING TO BE INSTALLED ON FACE OF SOFFIT 09 22 16 -3 5/8" STUD 09 29 00 -GYPSUM BOARD 09 22 16 -6" STUD 09 29 00 -GYPSUM BOARD EXISTING CEILING ASSEMBLY TO REMAIN V.I.F 4' - 2 1/2" EXISTING SOFFIT NEW DIAGONAL BRACING EXISTING ROOF STRUCTURE TO REMAIN EXIT LANE BREACH CONTROL SYSTEM 08 41 13 -STOREFRONT SYSTEM STRUCTURAL L-ANGLE STRUCTURAL HEADER ALIGNALIGNCLERESTORY GLAZING SUSPENDED FROM SOFFIT ABOVE AND PROVIDING CONCEALED POWER & DATA TO ELBC BELOW. EXTERIOR V.I.F4"EXISTING STOREFRONT ASSEMBLY TO REMAIN EXISTING CONCRETE BASE TO REMAIN 09 65 13 - RESILIENT BASE FINISH FLOORING, REFER TO 01/BR-A2.002 EXTERIOR 08 41 13 - STOREFRONT MULLION EXISTING STOREFRONT SYSTEM TO REMAIN 1/2"RECESSED SEALANT, PAINTED SILVER TO MATCH MULLION FINISH COLOR TYP. AIRSIDE LANDSIDE 08 41 13 - ALUMINUM STOREFRONT MULLION, ALLOW LOW VOLTAGE WIRE ROUTING IN THE FRAME FOR ACAMS DEVICE AND ELECTRICAL DOOR STRIKE NEW ACAMS CARD READER TYP., REFER TO SECURITY DRAWING J-BOX FOR ACAMS DEVICE TO BE MOUNTED TO ALUMINUM MULLION (J-BOX TO BE PAINTED SILVER - TYPICAL)1/2"12 48 13 - ENTRANCE FLOOR MATS AND FRAMES 08 71 00 - THRESHOLD EXISTING STOREFRONT MULLION TO REMAIN 12 48 13 - ENTRANCE FLOOR MATS AND FRAMES 3/8"1/8"09 66 23 - RESINOUS MATRIX TERRAZZO FLOORING 09 66 23 - ALUMINUM DIVIDER STRIP 1/8" FLOAT LAYER AS REQUIRED ALIGN 09 66 23 RESINOUS MATRIX TERRAZZO FLOOR EPOXY TERRAZZO OVER CONCRETE SLAB 09 66 23 RESINOUS MATRIX TERRAZZO FLOOR PRECAST TERRAZZO BASE 09 66 23 - MORTAR BEDEXIST. WALL TYP.6"EXIST. CONCRETE SLAB TOP OF CONC. SLAB EXIST. WALL TO REMAIN 09 66 23 - METAL EDGE STRIP 3/8"BONDING AGENT 09 66 23 RESINOUS MATRIX TERRAZZO FLOOR METAL DIVIDER STRIP TOP OF CONC. SLAB 09 66 23 RESINOUS MATRIX TERRAZZO FLOOR EPOXY TERRAZZO OVER CONCRETE SLAB 3/8"1/8" EXIST. CONCRETE SLAB EXIST. STOREFRONT EXIST. CONCRETE SLAB TOP OF CONC. SLAB 09 66 23 - MORTAR BED VIF.09 66 23 RESINOUS MATRIX TERRAZZO FLOOR PRECAST TERRAZZO BASE 09 66 23 - METAL EDGE STRIP ALIGN 3/8"09 66 23 RESINOUS MATRIX TERRAZZO FLOOR EPOXY TERRAZZO OVER CONCRETE SLAB 1 20 8 © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2024 Tel +1 213.327.3600 Fax +1 213.327.3601 500 South Figueroa Street Los Angeles, CA 90071 USA PALM SPRINGS INTERNATIONAL AIRPORT 3400 E Tahquitz Canyon Way, Palm Springs CA 4 As indicated 11/26/2024 7:58:55 AMAutodesk Docs://005.4833.000 - PSP - On-Call/005.4833.000 - PSP - ARCH - DOC - Breach Gate - R23.rvtBR-A8.001 ARCHITECTURAL DETAILS 005.4833.002 PSP - ARCH - DOC - Breach Gate SCALE:1" = 1'-0" SOFFIT DEMOLITION - BREACH GATE04 SCALE:1" = 1'-0" SOFFIT CONSTRUCTION - BREACH GATE15 SCALE:3" = 1'-0" RUBBER FLOOR BASE - BREACH GATE03 SCALE:1 1/2" = 1'-0" PLAN DETAIL - STOREFRONT MULLION02 SCALE:3" = 1'-0" ACAMS MOUNTING DETAIL01SCALE:3" = 1'-0" THRESHOLD TO WALK-OFF MAT05SCALE:3" = 1'-0" TERRAZZO TO WALK-OFF MAT13 005.4833.002 SCALE:3" = 1'-0" TERRAZZO BASE AT WALL21 SCALE:12" = 1'-0" TERRAZZO 1/8" DIVIDER6 SCALE:3" = 1'-0" TERRAZZO BASE AT STOREFRONT CURB29 10/04/2024 BREACH GATE 90% CONSTRUCTION DOCUMENT ISSUE 11/01/2024 BREACH GATE 90% CONSTRUCTION DOCUMENT UPDATE ISSUE 11/25/2024 BREACH GATE 90% CONSTRUCTION DOCUMENT FINISH UPDATE ISSUE me PSP - ARCH - DOC - Breach Gate PSP Breach Gate . Replacement ELECTRICAL GENERAL NOTES SHEET INDEX SCOPE OF WORK CODE ANALYSIS THE CONSTRUCTION OF THIS PROJECT SHALL CONFORM TO THE REQUIREMENTS OF: PARTIAL LIST OF APPLICABLE CODES AS OF JANUARY 1, 2022 BUILDING OCCUPANCY CLASSIFICATION: GROUP S-1 THE CONSTRUCTION OF THIS PROJECT SHALL CONFORM TO THE REQUIREMENTS OF: 2022 BUILDING STANDARDS ADMINISTRATIVE CODE, PART 1, TITLE 24 C.C.R. 2022 CALIFORNIA BUILDING CODE (CBC), PART 2, TITLE 24 C.C.R. (2017 INTERNATIONAL BUILDING CODE) 2022 CALIFORNIA ELECTRICAL CODE (CEC), PART 3, TITLE 24 C.C.R. (2018 NATIONAL ELECTRICAL CODE AND 2019 CALIFORNIA AMENDMENTS) 2022 CALIFORNIA MECHANICAL CODE (CMC), PART 4, TITLE 24 C.C.R. (2017 UNIFORM MECHANICAL CODE AND 2019 CALIFORNIA AMENDMENTS) 2022 CALIFORNIA PLUMBING CODE (CPC), PART 5, TITLE 24 C.C.R. (2017 UNIFORM PLUMBING CODE AND 2019 CALIFORNIA AMENDMENTS) 2022 CALIFORNIA ENERGY CODE (CEC), PART 6, TITLE 24 C.C.R. 2022 CALIFORNIA FIRE CODE, PART 9, TITLE 24 C.C.R. (2017 INTERNATIONAL FIRE CODE AND 2019 CALIFORNIA AMENDMENTS) 2022 CALIFORNIA GREEN BUILDING STANDARDS CODE (CALGREEN), PART 11, TITLE 24 C.C.R. 2022 CALIFORNIA REFERENCED STANDARDS, PART 12, TITLE 24 C.C.R. TITLE 19 C.C.R., PUBLIC SAFETY, STATE FIRE MARSHAL REGULATIONS. PARTIAL LIST OF APPLICABLE STANDARDS NFPA 13 AUTOMATIC SPRINKLER SYSTEMS 2022 EDITION NFPA 14 STANDPIPE SYSTEMS (CA AMENDED 2022 EDITION NFPA 17a WET CHEMICAL SYSTEMS 2022 EDITION NFPA 20 STATIONARY PUMPS 2022 EDITION NFPA 24 PRIVATE FIRE MAINS (CA AMENDED) 2016 EDITION NFPA 72 NATIONAL FIRE ALARM CODE (CA AMENDED) 2022 EDITION NFPA80 FIRE DOOR AND OTHER OPENING PROTECTIVES 2022 EDITION NFPA130 FIXED GUIDEWAY TRANSIT AND PASSENGER RAIL SYSTEMS 2022 EDITION NFPA 2001 CLEAN AGENT FIRE EXTINGUISHING SYSTEMS 2022 EDITION REFERENCE CODE SECTION FOR NFPA STANDARDS - 2022 CBC (SFM) CHAPTER 35. SEE CHAPTER 35 FOR STATE OF CALIFORNIA AMENDMENTS TO NFPA STANDARDS. 1. THE SEISMIC BRACING AND ANCHORAGE OF ELECTRICAL CONDUITS, BUS DUCT, WIREWAY, AND CABLE TRAY SHALL BE IN ACCORDANCE WITH THE CALIFORNIA BUILDING CODE, CHAPTER 23 AND "GUIDELINE FOR SEISMIC RESTRAINTS OF MECHANICAL SYSTEMS AND PLUMBING PIPING SYSTEMS," PUBLISHED BY SMACNA AND PPIC, OR THE SUPER STRUT- SEISMIC RESTRAINT SYSTEM, OR THE KIN- LINE SEISMIC RESTRAINT SYSTEM. 2. ALL ELECTRICAL PREFABRICATED EQUIPMENT SHALL BE DESIGNED AND CONSTRUCTED IN SUCH A MANNER THAT ALL PORTIONS, ELEMENTS, SUB-ASSEMBLIES AND/OR PARTS OF SAID EQUIPMENT, AND THE EQUIPMENT AS A WHOLE INCLUDING ITS ATTACHMENTS WILL RESIST A LOAD WHICH EXCEEDS THE FORCE LEVEL USED TO RESTRAIN AND ANCHOR THE EQUIPMENT TO THE SUPPORTING STRUCTURE. 3. ALL ELECTRICAL MATERIALS AND EQUIPMENT SHALL BE NEW AND SHALL BE LISTED BY UNDERWRITER'S LABORATORIES (UL) OR OTHER LADBS APPROVED TESTING AUTHORITY AND BEAR THEIR LABEL OR LISTED AND CERTIFIED BY A NATIONALLY RECOGNIZED TESTING. AUTHORITY WHERE UL DOES NOT HAVE A LISTING. CUSTOM MADE EQUIPMENT SHALL HAVE COMPLETE TEST DATA SUBMITTED BY THE MANUFACTURER ATTESTING TO ITS SAFETY. IN ADDITION, THE MATERIALS, EQUIPMENT, AND INSTALLATION SHALL COMPLY WITH THE REQUIREMENTS OF THE FOLLOWING AS APPLICABLE: AMERICAN SOCIETY OF TESTING MATERIALS (ASTM) INSULATED POWER CABLE ENGINEERS ASSOCIATION (IPCEA) NATIONAL ELECTRICAL MANUFACTURERS ASSOCIATION (NEMA) AMERICAN STANDARD ASSOCIATION (ASA) NATIONAL FIRE PROTECTION AGENCY (NFPA) AMERICAN NATIONAL STANDARD INSTITUTE (ANSI) CALIFORNIA ELECTRICAL CODE (CEC) - LATEST EDITION CALIFORNIA CODE OF REGULATIONS TITLE 24 (CCR) INSTITUTE OF ELECTRICAL AND ELECTRONIC ENGINEERS (IEEE) ALL LOCAL CODES HAVING JURISDICTION. WHERE THE CODES HAVE DIFFERENT LEVELS OF REQUIREMENT, THE MOST STRINGENT RULE SHALL APPLY AS DETERMINED BY ENGINEER. ALL ELECTRICAL MATERIALS AND EQUIPMENT SHALL BE LISTED BY LOS ANGELES COUNTY RECOGNIZED ELECTRICAL TESTING LABORATORY. 4. ALL ITEMS SUCH AS SERVICE CONDUIT, CONDUCTORS, DUCTS, CONCRETE PADS, TRANSFORMERS, RISERS, MANHOLES, PULL BOES, AND PROTECTIVE COVERING FROM SERVICE LOCATION SHALL BE PROVIDED AND SHALL BE VERIFIED WITH THE SERVING UTILITY COMPANY. THE CONTRACTOR SHALL PROVIDE THE SERVICE IN COMPLIANCE WITH THE SERVING UTILITY AGENCY. CONTRACTOR SHALL PAY ALL CHARGES LEVIED BY THE SERVING UTILITY AGENCY FOR SERVICE EXCEPT THE FIRST BILLING DEPOSIT 5. COORDINATE WITH OTHER TRADES AS TO THE EXACT LOCATION AND CONFIGURATION OF THEIR RESPECTIVE EQUIPMENT. SUPPLY POWER AND MAKE CONNECT TO MOTORS AND EQUIPMENT REQUIRING ELECTRICAL CONNECTIONS AS INDICATED ON THE SINGLE LINE DIAGRAM, ELECTRICAL DRAWINGS, AND DRAWINGS OF OTHER TRADES. REVIEW THE DRAWINGS OF OTHER TRADES FOR CONTROL DIAGRAMS, SIZE AND LOCATION OF EQUIPMENT. DISCONNECT SWITCHES, STARTERS, WIRING, CONTROLS, CONDUIT FOR MECHANICAL, MISC. 120V POWER REQUIREMENTS AND PLUMBING OPERATIONS SHALL BE PROVIDED. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING MANUFACTURER'S SHOP DRAWINGS PRIOR TO ROUGHING IN ALL CONDUIT TO THIS EQUIPMENT. 6. EXACT METHOD AND LOCATION OF CONDUIT PENETRATION AND OPENINGS IN CONCRETE OR MASONRY WALLS, GRADE BEAMS, FLOORS OR STRUCTURAL STEEL MEMBERS SHALL BE AS DIRECTED BY THE STRUCTURAL ENGINEER. PERFORM CORING, SAWCUTTING, PATCHING, AND REFINISHING OF WALLS AND SURFACES WHEREVER IT IS NECESSARY TO PENETRATE. OPENINGS SHALL BE SEALED IN AN APPROVED METHOD TO MEET THE FIRE RATING OF THE PARTICULAR WALL, FLOOR OR CEILING. EXACT METHOD AND LOCATIONS OF CONDUIT PENETRATIONS AND OPENINGS IN CONCRETE WALLS OR FLOORS SHALL BE FOR UL APPROVED SYSTEMS. 7. CONNECTIONS TO VIBRATING EQUIPMENT, MECHANICAL, AND PLUMBING EQUIPMENT AND SEISMIC SEPARATIONS: LIQUID-TIGHT FLEXIBLE STEEL CONDUIT IN ALL LOCATIONS MAXIMUM LENGTH OF FLEXIBLE CONDUIT RUNS SHALL BE 6'-0" UNLESS OTHERWISE NOTED. SMALLER CONDUIT RUN SHALL BE SHOWN IN ELECTRICAL CONTRACTOR’S SHOP DRAWINGS. 8. STRAIGHT FEEDER, BRANCH CIRCUIT, AND CONDUIT RUNS SHALL BE PROVIDED WITH SUFFICIENT PULL BOXES OR JUNCTION BOXES AS REQUIRED BY CODE. PULL BOXES SHALL BE SZED PER CODE OR AS INDICATED ON DRAWINGS. LOCATIONS SHALL BE DETERMINED IN THE FIELD OR AS INDICATED ON THE DRAWINGS. 9. FURNISH AND INSTALL POWER DISTRIBUTION PANELBOARDS AS INDICATED ON THE DRAWINGS. PANELBOARDS SHALL COMPLY WITH NEMA STANDARD FOR PANELBOARDS AND FEDERAL SPECIFICATION W-P-115A. PANELBOARD SHALL BE COMPLETE WITH COPPER BUS BARS AND 75 DEGREE CELSIUS THERMAL MAGNETIC BOLT-ON TYPE CIRCUIT BREAKERS AS INDICATED ON DRAWINGS, U.O.N. 10. UTILITY PENETRATIONS OF ANY KIND IN FIRE AND SMOKE PARTITIONS AND CEILING ASSEMBLIES SHALL BE FIRESTOPPED AND SEALED WITH AN APPROVED MATERIAL. SECURELY INSTALLED STEEL ELECTRICAL OUTLET BOXES WHICH DO NOT EXCEED 16 SQUARE INCHES IN AREA, NEED NOT BE PROTECTED IN ONE HOUR OR TWO-HOUR FIRE RATED WALLS, PARTITIONS, CEILINGS, OR AREA SEPARATION UNLESS THEY: OCCUR ON OPPOSITE SIDES OF THE WALL WITHIN 24 INCH HORIZONTAL DISTANCE OF ONE ANOTHER. IN THIS CASE, ONLY ONE OUTLET BOX NEED TO PROTECTED BY AN APPROVED FIRESTOP MATERIAL OR DETAIL TO CORRECT THIS CONDITION. OCCUR IN COMBINATION WITH OUTLET BOXES OF ANY SIZE SUCH THAT THE AGGREGATE AREA OF UNPROTECTED OUTLET BOXES EXCEEDS 100 SQUARE INCHES IN ANY 100 SQUARE FEET OF WALL AREA. IN THIS CASE, ONLY A SUFFICIENT NUMBER OF OUTLET BOXES NEED TO BE PROTECTED BY AN APPROVED MATERIAL OR DETAIL TO DECREASE THE AGGREGATE AREA OF UNPROTECTED UTILITY BOXES TO LESS THAN 100 SQUARE INCHES IN ANY 100 SQUARE FEET OF WALL. STEEL ELECTRICAL OUTLET BOXES, WHICH EXCEED 16 SQUARE INCHES IN AREA, AND ALL OTHER STEEL UTILITY OUTLET BOXES REGARDLESS OF SIZE, SHALL BE PROTECTED BY AN APPROVED FIRESTOP MATERIAL AS LISTED. UTILITY AND ELECTRICAL OUTLETS OR BOXES SHALL BE SECURELY FASTENED TO THE STUD OF FRAMING OF THE WALL, PARTITION OR CEILING ASSEMBLY. THE OPENING IN THE GYPSUM BOARD FACING SHALL BE CUT SO THAT THE CLEARANCE BETWEEN THE BOX, AND THE GYPSUM BOARD DOES NOT EXCEED 1/8 INCH IN SMOKE WALLS OR PARTITIONS, THE 1/8 INCH CLEARANCE SHALL BE FILLED WITH AN APPROVED FIRE-RATED SEALANT. 11. MAXIMUM NUMBER OF CONDUCTORS IN OUTLET OR JUNCTION BOXES SHALL CONFORM TO THE CALIFORNIA ELECTRICAL CODE, ARTICLE 314-16, BUT IN NO CASE SHALL CONTAIN MORE THAN THE FOLLOWING NUMBER OF #12 AWG CONDUCTORS FOR THE SIZE OF BOX INDICATED. THE MINIMUM SIZE OUTLET OR JUNCTION BOX PERMITTED IN A WALL IS FOUR INCHES SQUARE BY 1 1/2 INCHES DEEP. •4" SQUARE BY 1 1/2" D=9 CONDUCTORS •4" SQUARE BY 2 1/8" D=13 CONDUCTORS •4 11/16" SQUARE BY 1 1/2" D=11 CONDUCTORS •4 11/16" SQUARE BY 2 1/8" D=18 CONDUCTORS •ALL OUTLET BOXES CONTAINING MORE THAN ONE DEVICE SHALL BE GANGED. •TWO DEVICES DOUBLE GANGED, MINIMUM. 12. WHERE MULTI-HOMERUNS ARE INDICATED ON DRAWINGS INDICATING THE SAME PANELBOARD CIRCUIT NUMBER, PROVIDE JUNCTION BOX ABOVE ACCESSIBLE CEILING AND ROUTE ONE SET OF WIRED TO CIRCUIT BREAKERS. 13. DRAWINGS ARE DIAGRAMMATIC ONLY AND DO NOT SHOW SPECIAL CONDUIT ROUTING OR LENGTHS REQUIRED FOR A COMPLETE INSTALLATION. ROUTING OF RACEWAYS SHALL BE COORDINATED IN THE FIELD WITH OTHER TRADES BUT SHALL BE IN STRICT COMPLIANCE WITH STRUCTURAL REQUIREMENTS AND SPECIFICATIONS, UNLESS OTHERWISE NOTED AND SHALL BE COORDINATED WITH OTHER TRADES. NO CONDUIT SHALL BE ROUTED HORIZONTALLY IN MASONRY WALLS IN EXCESS OF 48". DO NOT SCALE THE ELECTRICAL DRAWINGS FOR LOCATIONS OF ANY ELECTRICAL, ARCHITECTURAL, STRUCTURAL, CIVIL OR MECHANICAL ITEMS OR FEATURES, REFER TO ARCHITECTURAL AND STRUCTURAL DIMENSIONAL DRAWINGS. 14. THE EQUIPMENT GROUNDING CONDUCTOR, ALTHOUGH NOT SHOWN ON CONDUIT RUNS, SHALL BE INSTALLED AND RUN CONTINUOUS FROM PANEL TO THE LAST OUTLET. THIS WIRE SHALL BE PIGTAILED IN EACH OUTLET FOR CONNECTION TO BOX AND DEVICE SO THAT IF DEVICE IS REMOVED, GROUND WILL NOT BE INTERRUPTED. ALL EQUIPMENT GROUNDING CONDUCTORS SHALL BE INSULATED GREEN CONDUCTORS, ALTERNATE METHODS OF IDENTIFICATION SHALL NOT BE USED. 15. PROVIDE CONCRETE HOUSEKEEPING PADS FOR ALL FLOOR STANDING EQUIPMENT AS INDICATED. PROVIDE SIZES REQUIRED FOR EQUIPMENT TO BE INSTALLED. REFER TO SPECIFICATION SECTION 26 05 30 3.5A FOR MORE INFORMATION. 16. JUNCTION AND PULL BOXES: FOR INTERIOR DRY LOCATIONS, BOXES SHALL BE GALVANIZED ONE-PIECE, DRAWN STEEL, KNOCKOUT TYPE WITH REMOVABLE MACHINE SCREW SECURED COVERS. FOR OUTSIDE, DAMP, OR PROVIDE NEMA 4X WHERE REQUIRED. BOXES SHALL BE LABELED TO INDICATE PANEL AND CIRCUIT NUMBER, OR TYPE OF SIGNAL OR COMMUNICATIONS SYSTEM. 17. WHEN CONFLICTS OCCUR ON DRAWINGS, THE MOST STRINGENT APPLICATION SHALL APPLY. 18. IT IS THE INTENT OF THE DRAWINGS THAT A COMPLETE AND WORKABLE ELECTRICAL INSTALLATION BE PROVIDED FOR THE EQUIPMENT DESCRIBED OR SHOWN AS BEING IN THIS CONTRACT. FURNISH ALL LABOR AND TOOLS NECESSARY AND FURNISH AND INSTALL ALL APPARATUS, MATERIALS AND EQUIPMENT IN A FASHION COMPLYING WITH ALL APPLICABLE CODES, INCLUDING ITEMS REQUIRED BUT NOT NORMALLY SHOWN, SUCH AS LAMPS, HANGERS, BRACKETS, CLAMPS, COUPLINGS, BOXES, CONNECTORS, AND HARDWARE REFER ALSO TO WRITTEN SPECIFICATIONS FOR GENERAL, MECHANICAL AND ELECTRICAL SECTIONS. 19. PROCURE ALL PERMITS FROM THE CITY OF COMMERCE, ARRANGE FOR ALL INSPECTIONS AND PAY ALL COST FOR FEES AND TESTS IN CONNECTION THEREWITH. COMPLY WITH CODES: NOTHING IN THESE PLANS AUTHORIZES DEVIATION FROM APPLICABLE CODES. 20. EXAMINE PLANS TO DISCERN CEILINGS WITH A FIRE RATING OF ONE HOUR OR MORE, PROVIDE A ONE HOUR FIRE- RATED ENCLOSURE OVER EACH LIGHT FIXTURE RECESSED THEREIN. 21. LIST LENGTH OF FEEDERS OR BRANCH CIRCUITS SHOWN ON ALL DRAWINGS ARE FOR USE IN DESIGN CALCULATIONS ONLY AND NOT TO BE USED FOR ANY OTHER PURPOSES. 22. NO PIPING, DUCTS OR EQUIPMENT FOREIGN TO ELECTRICAL EQUIPMENT SHALL BE PERMITTED TO BE LOCATED WITHIN DEDICATED SPACE ABOVE THE ELECTRICAL EQUIPMENT. 23. ALL FUSED DISCONNECTS SHALL BE FUSE-REJECTION TYPE PER CEC 24021. 24. ALL DOOR ELECTRICAL ROOM WITH ELECTRICAL DISTRIBUTION EQUIPMENT, ETC. RATED AT 800 AMPERES OR GREATER SHALL BE OPEN OUTWARD AND SHALL PROVIDED WITH PANIC HARDWARE. 25. ALL DOOR ELECTRICAL EQUIPMENT SAHLL BE NEMA 4X STAINLESS STELLE ENCLOSURE PER SPECIFICATIONS. 26. ALL THE SWITCHGEARS SHALL BE FULLY RATED, INCLUDING BRANCH CIRCUIT BREAKERS. 27. ALL SERVICE, FEEDERS OR BRANCH CIRCUITS SUPPLYING A BUILDING SHALL HAVE COMMON GROUNDING ELECTRODE SYSTEM. 28. ALL GROUNDING ELECTRODES THAT ARE PRESENT AT EACH BUILDING OR STRUCTURE SHALL BE BONDED TOGETHER. 29. FOR AC CONDUIT RUNS, SEPARATE GROUNDING CONDUCTOR, SHALL BE INSTALLED IN NON-METALLIC CONDUIT RUNS. 30. INDOOR DRY TYPE TRANSFORMERS OVER 112.5KVA SHALL BE INSTALLED IN MINIMUM 1-HOUR FIRE RATED ROOM. 31. TRANSFORMERS OVER 50KVASHALL NOT BE INSTALLED IN HOLLOW SPACES, CEILING SPACES OF THE BUILDING. 32. REFER TO SPECIFICATION SECTION 26 05 33 FOR TYPE OF CONDUITS USED. 33. FUTURE EQUIPMENT SUBMITTALS TO SHOW THE EXACT LOCATIONS FOR ALL FUTURE PANELS SHOWN ON THE DRAWINGS. 34. RACEWAY AND BOXES FOR ELECTRICAL SYSTEMS CONDUIT A. ALL CONDUITS, CABLES, AND WIRING SHALL BE CONCEALED FROM PUBLIC VIEW. UNLESS OTHERWISE NOTED B. DRY LOCATIONS EXPOSED AND CONCEALED: PROVIDE ELECTRICAL METALLIC TUBING CONDUIT, BASED FP 11.3.16.67 (A) THAT USE OF EMT IS SUBJECT TO APPROVAL. GALVANIZED RIGID STEEL (RGS) CONDUIT SHALL BE USED IN AREAS SUBJECT TO PHYSICAL DAMAGE INCLUDING ALL TUG ROUTES OR TUG AREAS. PROVIDE SHEET- METAL BOXES PROVIDE FLUSH MOUNTING OUTLET BOX IN FINISHED AREAS. C. ANY SPACE CONDUITS SHALL BE PROVIDED WITH PULL LINES. D. THE MINIMUM CONDUIT SIZE SHALL BE 3/4 INCH FOR POWER. E. ROMEX AND ALUMINUM FLEX CONDUITS ARE NOT ALLOWED. ENCLOSURES A. METAL CLAD TYPE MC CABLE IS ALLOWED FOR TEMPORARY INSTALLATIONS. PULL BOXES A. INDOOR DRY ENCLOSURES SHALL BE NEMA TYPE 1. B. OUTDOOR ENCLOSURES SHALL BE NEMA TYPE 4X STAINLESS STELL. C. ENCLOSURES EXPOSED TO DUST OR MOISTURE SHALL BE NEMA TYPE 12 OR TYPE 3R/12. 35. IDENTIFICATION FOR ELECTRICAL SYSTEMS NAMEPLATES ON EQUIPMENT A. ENGRAVED PLASTIC NAMEPLATES AND SIGNS: ENGRAVING STOCK, MELAMINE PLASTIC LAMINATE, MINIMUM 1/16 INCH (1.6 MM) THICK FOR SIGNS UP TO 20 SQ. IN. (129 SQ. CM) AND 1/8 INCH (3.2 MM) THICK FOR LARGER SIZES. ENGRAVED LEGEND WITH WHITE LETTERS ON BLACKFACE FOR NORMAL POWER, WHITE LETTERS ON RED FACE FOR EMERGENCY POWER. PUNCHED OR DRILLED FOR MECHANICAL FASTENERS. TEXT IS AT 1/2-INCH (13 MM) HIGH LETTERING. B. NAMEPLATES SHALL ADEQUATELY DESCRIBE THE FUNCTION OF THE PARTICULAR EQUIPMENT INVOLVED. WHERE NAMEPLATES ARE DETAILED ON THE DRAWINGS, INSCRIPTION, AND SIZE OF LETTERS SHALL BE AS SHOWN, AND SHOP DRAWING SUBMITTED FOR APPROVAL. NAMEPLATES FOR PANELBOARDS AND SWITCHBOARDS SHALL INCLUDE THE PANEL DESIGNATION, VOLTAGE, PHASE AND WIRE, THE NEXT ITEM SHALL BE EITHER AIRPORT, CONCESSIONS, OR AIRLINE PANEL, DEPENDING ON LOADS SERVED. IN ADDITION, DESCRIBED WHERE THE PANEL IS FED FROM. FOR EXAMPLE: PANEL 1LA, 120/208V, 3PH, 4W FED FED FROM MS C. NAMEPLATES SHALL BE SECURED TO EQUIPMENT FRONT USING STAINLESS STEEL SCREWS OR RIVETS. D. CUSTOM METAL MASTER NAMEPLATES SHALL BE FURNISHED AND INSTALLED BY THE MANUFACTURER ON EACH DISTRIBUTION SECTION, SWITCHBOARD SECTION AND MOTOR CONTROL CENTER INDICATING THE MANUFACTURER’S NAME, AMPERE RATING, SHORT-CIRCUIT RATING (BUS BRACING) AND DATE. PAPER STICKERS ARE NOT ACCEPTABLE. FOR EXAMPLE: ABC SWITCHBOARD CO. AMPERE RATING: 5000A SHORT CIRCUIT RATING: 100KAIC DATE: 01/01/2011 36. PANELBOARD DIRECTORIES A. PANELBOARD DIRECTORIES SHALL BE TYPEWRITTEN ARRANGED IN NUMERICAL ORDER AND SHALL LIST EACH CIRCUIT LOAD AND ROOM NUMBER IN WHICH EACH LOAD IS LOCATED. DIRECTORIES SHALL BE MOUNTED IN A 6 BY 8 INCH METAL FRAME UNDER TRANSPARENT PLASTIC INSIDE EACH PANELBOARD DOOR. B. CHANGES TO EXISTING PANELBOARDS DIRECTORIES SHALL BE MADE WITH A P-TOUCH OR OTHER LABEL MACHINE. 37. PERMANENT MARKING A. ALL CONDUITS, BUSWAYS, CABLE TRAYS, AND PULL BOXES SHALL BE IDENTIFIED WITH PERMANENT BLACK LETTERS AND NUMBERS WHICH INDICATE THE SOURCE PANEL (FEEDER SUPPLY SOURCE), CIRCUIT NUMBERS, AND DESIGNATED PANEL OR LOAD, FOR EXAMPLE, “PA-1.3.5 TO MG” FOR CONDUITS. THE LETTER HEIGHT SHALL BE ONE-THIRD (1/3) THE CONDUIT SIZE WITH ¼ INCH MINIMUM HEIGHT. FOR PULL BOXES AND BUSWAYS, THE LETTER HEIGHT SHALL BE ½ INCH MINIMUM HEIGHT AND NOT LARGER THAN ¾ INCH HEIGHT OR PER DEVELOPER CMMS REQUIREMENTS. B. THE IDENTIFICATIONS FOR CONDUITS, BUSWAYS, AND CABLE TRAYS SHALL BE PLACED AT BEGINNING AND END INTERVALS AND WITHING 10 FEET OF WALL AND FLOOR PENETRATIONS, PULL BOXES PANELS, DISTRIBUTION BOARDS, SWITCHBOARDS, AND ELECTRICAL EQUIPMENT. C. SPARE CONDUITS, PULL BOXES, BUSWAYS, AND ABANDONED RACEWAYS (THAT ARE TO REMAIN AS SHOWN ON THE DRAWINGS) SHALL BE IDENTIFIED AS DESCRIBED ABOVE (A, B). D. THE PERMANENT MARKING IDENTIFICATIONS ON THE RACEWAYS AND PULL BOXES SHALL BE VISIBLE AFTER THE INSTALLATIONS ARE MADE. E. ALL RECEPTACLE AND SWITCH FACEPLATES SHALL BE LABELED WITH THE SOURCE PANEL AND CIRCUIT NUMBER, THE LABEL SHALL BE BLACK ARIAL FONT ON WHITE OR CLEAR TAPE, PRODUCED BU A P-TOUCH OR OTHER LABEL MACHINE. F. REFER TO SPECIFICATION SECTION 26 05 54 FOR ADDITIONAL INFORMATION. 38. CONDUCTOR IDENTIFICATION A. ALL POWER AND BRANCH CIRCUIT CONDUCTORS SHALL BE PROVIDED WITH COLOR-CODED INSULATION OR COLOR-CODED SELF-ADHESIVE VINYL TAPE NOT LESS THAN 3 MILS THICK BY 1 TO 2 INCHES WIDE. VINYL TAKE SHALL BE USED IN VAULTS, PULL AND JUNCTION BOXES, MANHOLES, AND HANDHOLES. IDENTIFY THE SOURCE AND CIRCUIT NUMBER OF EACH SET OF CONDUCTORS WITH WRITE ON TAGS. B. COLOR CODING SHALL BE AS FOLLOWS: PHASE 208Y/120V 480Y/277V A BLACK BROWN B RED ORANGE C BLUE YELLOW 39. ENCLOSED BUS ASSEMBLIES A. ALL BUSWAY COMPONENTS SHALL BE OF THE SAME MANUFACTURER AS THE BUSWAY. B. INDOOR BUSWAY FEEDERS SHALL BE SPRINKLER-PROOF IP54 RATING. C. THE EQUIPMENT, MAJOR COMPONENTS, AND ANCHORAGE SHALL BE SUITABLE FOR AND CERTIFIED MEET ALL APPLICABLE SEISMIC REQUIREMENTS DEFINED IN DIVISION 26 SECTION VIBRATION AND SEISMIC CONTROLS FOR ELECTRICAL SYSTEMS. 40. UNDERGROUND WARNING TAPE A. DESCRIPTION: PERMANENT, DETECTABLE, RED COLORED, CONTINUOUS PRINTED, POLYETHYLENE TAPE WITH SUITABLE WARNING LEGEND DESCRIBING BURIED ELECTRICAL LINES. TAPE SHALL BE MINIMUM 6 INCHES WIDE BY 4 MILS THICK. OTHER COLOR CODES INCLUDE: SAFETY RED ELECTRICAL AND LIGHTING CONDUIT AND CABLES SAFETY YELLOW GAS, OIL STEAM, PETROLEUM, OR GASEOUS MATERIALS SAFETY ORANGE TELEPHONE, ALARM, OR SIGNAL CABLES AND CONDUIT SAFETY BLUE POTABLE WATER OR IRRIGATION SAFETY GREEN SEWER OR DRAIN LINES 41. MANHOLE AND UNDERGROUND PULL BOXES COVER LABEL A. ALL MANHOLE AND UNDERGROUND PULL BOXES COVERS SHALL HAVE THE FOLLOWING CAST-IN OR BEAD WELDED AND GALVANIZED IDENTIFICATION LABEL PERMANENTLY AFFIXED TO THE EXTERIOR: “ELEC-LV” FOR ELECTRICAL POWER CIRCUITS 600 VOLTS OR LESS <ELEC-HVL FOR ELECTRICAL POWER CIRCUITS OVER 600 VOLTS <COMML FOR COMMUNICATIONS CIRCUITS B. A CUSTOM 3-DIGIT NUMBER SHALL BE ADDED TO THE COVER. CONTACT THE ENGINEER FOR NUMBER ASSIGNMENT. C. THE MINIMUM LETTER HEIGHT SHALL BE ONE (1) INCH. 42. LOW-VOLTAGE TRANSFORMERS A. THE EQUIPMENT, MAJOR COMPONENTS, AND ANCHORAGE SHALL BE SUITABLE FOR AND CERTIFIED TO MEET ALL APPLICABLE SEISMIC REQUIREMENTS DEFINED IN DIVISION 26 SECTION VIBRATION AND SEISMIC CONTROLS FOR ELECTRICAL SYSTEMS. B. TRANSFORMER COILS SHALL BE WOUND OF ELECTRICAL GRADE COPPER WITH CONTINUOUS WOUND CONSTRUCTION. 43. SWITCHBOARDS A. SWITCHBOARDS SHALL BE “FULLY-RATED” FOR THE AVAILABLE SHORT CIRCUIT CURRENT. “SERIES-RATED” EQUIPMENT IS NOT ACCEPTABLE. MAIN 480 VOLT SERVICE SWITCHBOARDS IN THE TERMINALS SHALL BE RATED 100KAIC. PROVIDE AVAILABLE SHORT CIRCUIT CURRENT INFORMATION, WHICH WILL BE USED FOR PROPER SELECTION OF THE EQUIPMENT. B. THE MANUFACTURER OF THE SWITCHBOARD ASSEMBLY SHALL BE THE AME AS THE MANUFACTURER OF THE CIRCUIT BREAKERS INSTALLED WITHIN THE ASSEMBLY. C. THE EQUIPMENT, MAJOR COMPONENTS, AND ANCHORAGE SHALL BE SUITABLE FOR AN CERTIFIED TO MEET ALL APPLICABLE SEISMIC REQUIREMENTS DEFINED IN DIVISION 26 SECTION VIBRATION AND SEISMIC CONTROLS FOR ELECTRICAL SYSTEMS. D. DISTRIBUTION BUS BARS SHALL BE SILVER-PLATED OR TIN-PLATED COPPER AND SHALL HAVE BUS EXTENSIONS PROVIDED AT THE ENDS WHERE SECTIONS CAN BE ADDED. BUS BARS SHALL BE FULLY RATED FOR THE ENTIRE LENGTH OF THE SWITCHBOARD. E. SWITCHBOARDS SHALL BE POSITIONED, SO THERE IS OPEN SPACE ON EITHER SIDE FOR FUTURE ADDITIONAL SECTIONS. 44. PANELBOARDS A. PANELBOARDS SHALL BE FULLY RATED FOR THE AVAILABLE SHORT CIRCUIT CURRENT. SERIES-RATED EQUIPMENT IS NOT ACCEPTABLE. PROVIDE SHORT CIRCUIT CURRENT INFORMATION, WHICH WILL BE USED FOR PROPER SELECTION OF THE EQUIPMENT. B. THE MANUFACTURER OF THE PANELBOARDS ASSEMBLY SHALL BE THE SAME MANUFACTURER OF THE MAJOR COMPONENTS WITHIN THE ASSEMBLY, INCLUDING THE CIRCUIT BREAKERS. C. THE EQUIPMENT, MAJOR COMPONENTS, AND ANCHORAGE SHALL BE SUITABLE FOR AND CERTIFIED TO MEET ALL APPLICABLE SEISMIC REQUIREMENTS DEFINED IN DIVISION 26 SECTION VIBRATION AND SEISMIC CONTROLS FOR ELECTRICAL SYSTEMS. D. PANELBOARD MAIN BUS BARS SHALL BE COPPER WITH FULL CAPACITY NEUTRAL AND EQUIPMENT GROUND BUS. E. PANELBOARDS SHALL BE INSTALLED IN ROOMS OR AREAS NOT WITHIN PUBLIC VIEW. 45. ALL EQUIPMENT MOUNTED ON ROOF FOR CONNECTION OF HVAC EQUIPMENT SHALL BE MOUNTED ON UNISTRUT STANDS UTILIZING APPROVED PITCH POCKETS, FLASHING, ETC. 46. EQUIPMENT OUTLETS, LIGHTING FIXTURES, CONDUIT, WIRE, AND CONNECTION METHODS IN HVAC AIR PLENUMS SHALL BE APPROVED FOR USE IN PLENUMS AND SHALL OFNROM TO THE “CEC.” 47. THE EXACT LOCATION OF ALL ELECTRICAL DEVICES AND EQUIPMENT SHALL BE COORDINATED WITH THE ARCHITECTURAL ELEVATIONS, DETAILS, OR SECTIONS PRIOR TO INSTALLATION. ALL ELECTRICAL DEVICES AND EQUIPMENT SHALL BE RECESSED IN WALLS UNLESS OTHERWISE NOTED. OUTLETS NOT INDICATED ON ARCHITECTURAL ELEVATIONS SHALL BE COORDINATED WITH THE ARCHITECT PRIOR TO ROUGH-IN. UNLESS OTHERWISE NOTED, MOUNT ELECTRICAL DEVICES AT THE FOLLOWING HEIGHTS: WALL SWITCH +4’-0” MAX TO TOP OF BOX, SET VERTICALLY CONVENIENCE RECEPTACLE +1’-6” SET VERTICALLY (15” MIN. TO BOTTOM OF BOX) TELEPHONE/DATA OUTLETS +1’-6” SET VERTICALLY (15” MIN. TO BOTTOM OF BOX) OUTLETS AT COUNTERS +46" MAX TO TOP OF BOX OR +6” ABOVE COUNTERS WITHOUT SPLASHES OR CENTERED IN SPLASH SET HORIZONTALLY 48. REVIEW ARCHITECTURAL ELEVATIONS OF CASEWORK. OUTLETS MOUNTED ABOVE OR BELOW, OR ADJACENT TO CASEWORK SHALL BE COORDINATED WITH THE ARCHITECTURAL DRAWINGS, PRIOR TO FINAL ROUGH-IN. ELECTRICAL DRAWINGS SHALL GOVERN NUMBER AND TYPE OF OUTLETS. HOWEVER, LOCATIONS SHALL BE AS INDICATED ON ARCHITECTURAL ELEVATIONS. PROVIDE CONDUIT, WIRES, AND OUTLETS FOR WORK REQUIRED IN CASEWORK INSTALLATIONS. REFERENCE ARCHITECTURAL DETAILS FOR METHOD OF ROUTING CONDUIT WITHIN CASEWORK CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CUT-OUTS IN TILE OR COUNTER SPLASHES WHERE RECEPTACLES, OUTLETS, ETC., OCCUR. PROVIDE BOX EXTENSIONS THROUGH ALL CASEWORK. FINISH FLUSH WITH FACE OF SPLASH, CABINET, ETC. 49. MOUNTING HEIGHTS OF ALL DEVICES AND EQUIPMENT ARE FROM FINISHED FLOOR TO TOP OF DEVICES AND EQUIPMENT UNLESS OTHERWISE NOTED. BOXES INSTALLED IN LOCATIONS NOT APPROVED BY THE ARCHITECT SHALL BE RELOCATED AS DIRECTED BY THE ARCHITECT AT NO ADDITIONAL COST TO THE OWNER. 50. REVIEW STRUCTUALDRAWINGS FOR LOCATIONS AND SIZES OF FOOTINGS AND GRADE BEAMS. SEE ELECTRICAL DETAILS/PLANS FOR REQUIREMENTS FOR INSTALLATION OF CONDUIT THROUGH GRADE BEAMS. 51. WHERE OUTLETS OCCUR AT TACKABLE WALL PANELS 52. OR OTHER WALL FINISHES, PROVIDE EXTENSION RINGS AS REQUIRED SO THAT NO SPACE WILL EXIST BETWEEN DEVICE PLATE AND BACKBOX, PER NEC 270.20, TYPICAL. SEE ARCHITECTURAL ELEVATIONS FOR WALL FINISHES AND LOCATIONS. 53. FOR CONNECTIONS TO EXHAUST FANS, PUMPS, COMPRESSORS, SPACE HEATERS, WATER HEATERS, AQUASTATS, SOLENOID VALVES, AND OTHER MECHANICAL EQUIPMENT AND FOR CONDUITS AND WIRE REQUIRED BUT NOT NECESSARILY SHOWN ON THEESE DRAWINGS REFER TO MECHANICAL PLANS AND DETERMINE EXACT LOCATIONS UNDER DIRECTION OF HEATING AND VENTILATING CONTRACTOR. 54. ALL LINE VOLTAGE WIRING SHALL BE MINIMUM #12 AWG COPPER WITH THWN/THHN INSULATION AND IN ¾” DIAMETER CONDUIT MINIMUM. IN EACH CONDUIT WITHOUT CONDUCTORS, PROVIDE STRING OR PULL CORD WITH TAG IDENTIFYING LOCATION OF OPPOSITE END. 55. THE CENTER, BOTTOM OR TOP OF ELECTRICAL AND COMMUNICATION SYSTEM RECEPTACLE OUTLET BOXES SHALL BE INSTALLED NOT LESS THAN 15” OR MORE THAN 48” ABOVE THE FLOOR OR WORKING PLATFORMS RESPECTIVELY (ADA). 56. ROUTE EXPOSED CONDUIT AND CONDUIT ABOVE ACCESSIBLE CEILING SPACES PARALLEL AND PERPENDICULAR TO WALLS AND ADJACENT PIPING. ARRANGE CONDUIT TO MAINTAIN HEADROOM AND TO PRESENT A NEAT APPEARANCE. 57. CONDUCTORS SHALL BE BASED ON THE TERMINALS NOT TO EXCEED 60°C (140°F) FOR CONDUCTOR SIZE 14 THROUGH 1AWG OR 75°C (167°F) FOR CONDUCTOR SIZES OVER 1AWG. 58. ALL EXTERIOR ELECTRICAL EQUIPMENT SHALL BE WEATHERPROOF. 59. ELECTRICAL CONDUIT/DEVICES TO BE ATTACHED TO TRUSSES AS MUCH AS POSSIBLE. IN EVENT OF ABSENCE OF TRUSSES ELECTRICAL CONDUIT/DEVICES TO BE ATTACHED TO METAL DECK. 60. ALL RACEWAYS SHALL BE CONCEALED FROM PUBLIC VIEW, UNLESS OTHERWISE NOTED. 61. FOR SMALL AC MOTORS NOT HAVING BUILT-IN THERMAL OVERLOAD PROTECTION, PROVIDE MANUAL MOTOR STARTERS WITH OVERLOAD HEATER ELEMENTS SIZED TO THE NAMEPLATE CURRENT RATING OF THE MOTOR. SMALL AC MOTORS WITH BUILT-IN-THERMAL OVERLOAD PROTECTION, PROVIDE A HORSEPOWER RATED TOGGLE TYPE DISCONNECT SWITCH. 62. CONTRACTOR SHALL PROVIDE ALL REQUIRED MOTOR STARTERS AND DISCONNECTS FOR MECHANICAL EQUIPMENT. CONTRACTOR SHALL COORDINATE WITH MECHANICAL FOR EXACT REQUIREMENTS. 63. A COMPLETELY INDEPENDENT RACEWAY AND WIRING SYSTEM SHALL BE INSTALLED FOR EMERGENCY CIRCUITS. 64. ALL IN-SERVICE CIRCUIT INCLUDING, BUT NOT LIMITED TO FIRE ALARM, SECURITY, AND TELEPHONE THAT MAYBE INTERRUPTED AS PART OF THIS WORK SHALL BE COORDINATED WITH THE OWNER PER SERVICE INTERRUPTION PROTOCOL DETAILED IN THE “SPECIFICATIONS.” 65. ALL EQUIPMENT FASTENED IN PLACE OR CONNECTED BY PERMANENT WIRING METHOD SHALL BE GROUNDED. 66. SINGLE LINE DIAGRAM NOTES: A. THE FEEDER LENGTHS SHOWN ON THE SINGLE LINE DIAGRAM ARE FOR VOLTAGE DROP AND SHORT CIRCUIT CALCULATIONS ONLY AND ARE NOT VALID FOR BIDDING OR CONSTRUCTION. B. MAXIMUM VOLTAGE DROP FOR FEEDERS SHALL BE LESS THAN 2%. C. ALL CIRCUIT BREAKERS, TRANSFORMER, SWITCHBOARDS, DISTRIBUTION BOARDS, PANELBOARDS SHALL BE OF SAME MANUFACTURER. D. ALL DISTRIBUTION BOARDS SHALL BE FLOOR STANDING, U.O.N. E. IN ALL SWITCHBOARDS & DISTRIBUTION BOARDS, DISTRIBUTION BOARDS, NEUTRAL BUS SHALL BE SAME SIZE AS LINE BUS. PROVIDE 200% NEUTRAL RATING FOR NON-LINEAR LOADS. F. PROVIDE 20% SPACE IN ALL SWITCHBOARDS, DISTRIBUTION BOARDS, AND DISTRIBUTION PANELS. PROVIDE 15% SPACE IN ALL UNIT SUBSTATIONS. G. ALL CIRCUIT BREAKERS 600 AMP. AND ABOVE FRAME SIZE SHALL BE 100% SOLID STATE ELECTRONIC TRIP. H. ALL GROUNDING CONNECTIONS BELOW GROUND SHALL BE CADWELD. I. ALL EQUIPMENT EXPOSED TO OUTDOOR ENVIRONMENT SHALL BE NEMA 4 OR BETTER. NEMA 3R STAINLESS STEEL GASKETED IS ALSO ACCEPTABLE. J. ALL CIRCUIT BREAKERS SHALL BE FULLY RATED; SERIES RATING IS NOT ACCEPTABLE. K. PROVIDE SHORT CIRCUIT AND PROTECTIVE DEVICE COORDINATION AND ARC FLASH HAZARD ANALYSIS STUDIES PER SPECIFICATION SECTION 26 05 73. L. ALL EMERGENCY SYSTEM CIRCUIT BREAKERS SHALL BE CAPABLE TO SELECTIVELY COORDINATE WITH UPSTREAM/SUPPLY SIDE CIRCUIT BREAKERS PER CEC 700.27. ALL THE BREAKERS INS SWITCHBOARDS SHALL BE AS FOLLOWS: 1. ALL 600A FRAME AND SMALL CIRCUIT BREAKERS SHALL BE SQUARE D POWERPCAT TYPE “LG” WITH 6.0 AMMETER TRIP UNIT OR EQUAL. 2. ALL BREAKERS WITH LARGER THAN 600A FRAME SHALL BE SQUARED D POWERPCAT “MG” WITH 6.0 AMMETER TRIP UNIT OR EQUAL. M. ALL I.T. PANEL SHALL BE PROVIDED WITH 200% NEUTRAL RATING AND K-9 RATED TRANSFORMER. N. ALL PANELS AND SWITCHBOARDS SHALL BE FULLY RATED FOR 130% OF THE AVAILABLE SHORT CIRCUIT FAULT CURRENT. 67. PORTIONS OF RACEWAYS AND CABLE SLEEVES THAT ARE EXPOSED TO WIDELY DIFFERENT TEMPERATURES, SUCH AS COOLERS, FREEZERS OR SERVICE ENTRANCE CONDUCTORS, SHALL BE SEALED TO PREVENT CIRCULATION OF AIR AND/OR MOISTURE. 68. PROVIDE CABLE SUPPORTS ON VERTICAL RUNS PER CEC 300.19. 69. WHERE THE AMBIENT TEMPERATURE IS OVER 30DEG C, 86 DEG F, THE REFERENCED CORRECTION FACTORS SHALL APPLY TO CONDUCTORS. 70. NO ELECTRICAL EQUIPMENT OTHER THAN SPECIFIED IN CALIFORNIA MECHANICAL CODE SECTION 1109.1 SHALL BE LOCATED IN MACHINERY ROOM (S). 71. AUTOMATIC TRANSFER SWITCHES SHALL BE ELECTRICALLY OPERATED, MECHANICALLY HEALD AND LISTED FOR EMERGENCY USE. 72. ALL ENCLOSURES AND EQUIPMENT FOR EMERGENCY CIRCUITS SHALL BE PERMANENTLY MARKED SO THEY WILL BE READILY IDENTIFIED AS A COMPONENT OF AN EMERGENCY CIRCUIT OR SYSTEM. 73. ALL WIRING FROM AN EMERGENCY SOURCE OR DISTRIBUTION OVERCURRENT PROTECTION SHALL BE KEPT ENTIRELY INDEPENDENT OF ALL OTHER WIRING AND EQUIPMENT. 74. ALL UNDERGROUND RIGID STEEL CONDUITS SUBJECT TO EXCESIVE CORROSION SHALL BE PVC COATED AND SHALL COMPLY WITH ANSI C80.1, U.L.6 AND NEMA RN-1. THE USE OF SCHEDULE 40 OR 80 PVC CONDUITS FOR UNDERGROUND IS ACCEPTED IN NON TRAFFIC OR TRAFFIC AREAS. 75. EQUIPMENT/ ACCESSORIES IN PLENUM AREAS SHALL BE U.L. LISTED FOR PLENUM USE ACCORDINGLY. 76. EQUIPMENT/ ACCESSORIES FOR INTERIOR DRY LOCATIONS SHALL BE NEMA 1. ALL EQUIPMENT/ ACCESSORIES FOR EXTERIOR BELOW CANOPY AND WET LOCATIONS SHALL BE NEMA 3R STAINLESS STEEL, GASKETTED TYPE. UPGRADE EXISTING EXIT BREACH GATE CONTROL. DEMOLISH AND REMOVE TWO EXISTING REVOLVING DOOR DEVICES AND BYPASS ACCESS DOOR, ALONG WITH EXISTING LIGHTS.. INSTALL POWER FOR THREE NEW EXIT LANE BREACH CONTROL (ELBC) DEVICES AND BYPASS ACCESS DOORS, NEW LIGHTING AND ANY ADDITIONAL DEVICES. 2100 E Route 66, Suite 210 Glendora, CA 91740 626.650.0350 | www.pbsengineers.com 24 480 192 © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2015 NOT FOR CONSTRUCTION Tel +1 213.327.3600 Fax +1 213.327.3601 500 South Figueroa Street Los Angeles, CA 90071 USA PALM SPRINGS INTERNATIONAL AIRPORT 3400 E Tahquitz Canyon Way, Palm Springs CA 96 N.T.S.10/4/2024 12:05:22 PMAutodesk Docs://005.2097.004 - PSP - Baggage Claim Expansion/05.2097.004 - PSP - Bag Claim Expansion_MEP.rvtBR-E0.001 ELECTRICAL GENERAL NOTES & SHEET INDEX 005.4833.002 PSP Breach Gate - Replacement 10/04/2024 BREACH GATE 90% CONSTRUCTION DOCUMENT ISSUE Sheet Number Sheet Name BR-E0.001 ELECTRICAL GENERAL NOTES & SHEET INDEX BR-E0.002 LIGHTING GENERAL NOTES & DEMOLITION NOTES BR-E0.003 SYMBOLS LIST & ABBREVIATIONS BR-E0.004 EXISITNG SINGLE LINE DIAGRAM BR-E0.005 PANEL & LIGHTING FIXTURE SCHEDULES BR-E0.006 TITLE 24 FORMS BR-E2.000 ELECTRICAL OVERALL SITE PLAN BR-ED2.001 ELECTRICAL DEMOLITION PLANS BR-E2.001 ELECTRICAL REMODEL PLANS BR-E2.002 ELECTRICAL PHOTOMETRIC PLANS BR-E3.001 ELECTRICAL ENLARGED PLANS BR-E5.001 ELECTRICAL DETAILS LIGHTING GENERAL NOTES DEMOLITION NOTES 1. PROVIDE ALL MATERIALS AS DETAILED ON DRAWINGS, SPECIFICATIONS AND/OR SCHEDULES, AND LABOR AS REQUIRED TO ACHIEVE A COMPLETE AND OPERATING LIGHTING SYSTEM. 2. ALL EQUIPMENT SHALL BE FACTORY TESTED TO ENSURE PROPER OPERATION PRIOR TO SHIPMENT TO JOB SITE. 3.THE COMPLETE ELECTRICAL SYSTEM SHALL BE GROUNDED IN ACCORDANCE WITH NEC REQUIREMENTS. 4. DELIVERY OR EQUIPMENT TO THE JOB SITE SHALL BE IN CLEARLY IDENTIFIED CRATES, CARTONS, OR APPROPRIATE SHIPPING CONTAINERS AS TO ITEM, QUANTITY, AND INSTALLATION LOCATION. ONCE RECEIVED, LIGHTING EQUIPMENT SHALL BE SECURED AND PROTECTED FROM THE ELEMENTS. 5. FIXTURES SHALL HAVE APPROPRIATE UL OR OTHER RECOGNIZED TESTING AGENCY LABEL, AS WELL AS DAMP OR WET LISTING AS REQUIRED BY LOCAL CODES. 6. FIXTURES SHALL INLCUDE ACCESSORIES FOR INSTALLTION ACCORDING TO LOCAL AND NATIONAL CODES. 7. PRIOR TO ORDERING LIGHTING EQUIPMENT, VERIFY THE FOLLOWING WITH CURRENT APPROVED DRAWINGS: A. FIXTURE LOCATIONS B. FIXTURE MOUNTING CONDITIONS C. CEILING TRIM COMPATIBILITY D. RECESS DEPTHS E. EXISTENCE OF IC OR TOHER RESTRICTIVE CONDITIONS F. FIRE RATED CEILING OR LOCATIONS G. FIXTURE VOLTAGE 8. LAMPS AND ACCESSORIES (E.G. COLOR FILTERS, LOUVERS, ETC.) SHALL BE INSTALLED IN FIXTURES IN ACCORDANCE WITH THE PROVIDED FICTURE SCHEDULE. 9. WALLS DIRECTLY ILLUMINATED BY UPLIGHT OR DOWNLIGHT WALL WASH SHALL BE INSTALLED AND FINISHED IN A MANNER TO ELIMINATE SHADOWS OR BLEMISHES (E.G. HANG DRY WALL VERTICALLY, AND LEVEL 5 DRYWALL FINISH). 10. EXIT SIGN SHALL BE SUPPLIED BY TOW CIRCUITS. ONE FROM THE NORMAL SOURCE, AND ONE FROM AN EMERGENCY SOURCE. 11. ALL LIGHTING CONTROL OCCUPANCY SENSORS SHALL BE SET FOR MAXIMUM TIMEOUT SETTING AFTER INSTALLATION. 12. THE DRAWINGS ARE DIAGRAMMATIC AND REPRESENT THE DESIGN INTENT OF THE EQUIPMENT, DEVICES, ETC. TO BE CONNECTED AND THE CIRCUITS TO WHICH THEY ARE TO BE CONNECTED TO. CONTRACTOR SHALL INSTALL ALL CONDUIT, J-BOXES, ETC. AS REQUIRED FOR A COMPLETE AND OPERATING SYSTEM. 13. ALL CUSTOM LENGTH FIXTURES (E.G. CONTINUOUS WALL SHLOT FIXTURES) SHALL BE FIELD MEASURED PRIOR TO ORDERING, AND MANUFACTURER SHOP DRAWINGS ISSUED TO THE LIGHTING DESIGNER FOR REVIEW PRIOR TO RELEASE FOR MANUFACTURING. 14. LIGHTING FIXTURES, SHOWN IN THESE DRAWINGS, SHALL NOT BE USED AS WORKLIGHTS DURING CONSTRUCTION AND SHALL BE FULLY OPERATIONAL AT THE TIME OF OPENING TO THE PUBLIC. 15. ALL CONDUIT RUNS SHALL BE CONCEALED UNLESS SHOWN OTHERWISE OR APPROVED. 16. MANUFACTURERS OF SUBMITTED PRODUCTS MUST HAVE BEEN IN BUSINESS FOR FIVE YEARS AND IN NO INSTANCE WILL THIS PROJECT BE THE OCCASION OF THE FIRST INSTALLATION OF THIS PRODUCT IF IT IS NOT LISTED ON THE SPECIFICATION. 17. PROVIDE COMPLETE MAINTENANCE MANUALS INCLUDING, BUT NOT LIMITED TO: A. REQUIRED SCHEDULED MAINTENANCE. B. ORIGINAL MANUFACTURER'S EQUIPMENT (OME) TECHNICAL DATA SHEETS. C. DETAILED OPERATING PROCEDURES. D. A LIST OF RECOMMENDED SPARE PARTS AND LAMPS. E. INSTALLATION WIRING DIAGRAMS. E. SHOP DRAWINGS. F. INSTALLATION AND/OR CONSTRUCTION AS-BUILT DRAWINGS. 18. ALL LIGHTING FIXTURES SHALL BE MOUNTED AND SUPPORTED IN ACCORDANCE WITH APPLICABLE SAFETY STANDARDS AND ALL NATIONAL AND LOCAL ELECTRICAL CODES. 19. ALL EXTERIOR EQUIPMENT SHALL BE RATED FOR WET LOCATION AND THE IP RATING OF ALL EQUIPMENT SHALL CONFORM TO THE CONDITIONS IN WHICH THE FIXTURE IS MOUNTED. 20. PROVIDE FIXTURE-MOUNTING KITS AS REQUIRED TO SUIT THE EXACT TYPE OF CEILING OR CONDITION TO WHICH THEY ARE MOUNTED. 21. ALL FIXTURES SHALL BE SUPPLIED WITH ACCESSORIES AS LISTED. 22. ALL REMOTE TRANSFORMERS AND /OR BALLASTS ARE TO BE LOCATED AS CLOSE TO THE FIXTURE AS POSSIBLE, HIDDEN FROM GUEST VIEW IN AN ACCESSIBLE COMPARTMENT THAT IS WELL VENTILATED TO PROVIDE HEAT DISSIPATION. 23. ALL LED DRIVER TRANSFORMERS SHALL BE FUSED ON THE SECONDARY SIDE. 24. COLOR FILTERS SHALL BE GLASS OR DICHROIC UNLESS OTHERWISE INDICATED IN DRAWINGS OR SPECIFICATIONS. A. WHERE A SPECIFIC COLOR HAS NOT BEEN CALLED FOR IN SPECIFICATIONS, CONFIRM COLOR WITH LIGHTING DESIGNER PRIOR TO ORDERING. B. PROVIDE ADDITIONAL COLOR FILTERS FOR EACH COLOR AND SIZE. 25. PERMANENTLY LABEL ALL COLOR MEDIA IN A MANNER THAT DOES NOT INTERFERE WITH LIGHT OUTPUT. 26. VERIFY ALL FIXTURES SPECIFIED WITH A COLOR FILTER ARE SUPPLIED WITH ANY AND ALL ATTACHMENT DEVICES FOR THE FILTER. THIS INCLUDES FRAMES, SNAP RINGS, ATTACHMENT HARDWARE AND/OR FILTER STANDOFF. ALL ATTACHMENT HARDWARE MUST BE SUBMITTED BY SUPPLIER FOR REVIEW PRIOR TO ORDERING OF FIXTURE. REVIEW AND APPROVAL SHALL BE BY LIGHTING DESIGNER. 27. VERIFY ALL FIXTURES SPECIFIED WITH A TEMPLATE (PATTERN OR "GOBO") ARE SUPPLIED WITH ANY AND ALL ATTACHMENT DEVICES FOR THE PATTERN. THIS INCLUDES PATTERN HOLDERS, SNAP RINGS, AND/OR INSTALLATION HARDWARE. CONTRACTOR TO VERIFY SIZE AND TYPE OF TEMPLATE MATERIAL IN CONJUNCTION WITH FIXTURE SPECIFICATIONS AND LIGHTING INSTRUMENT SCHEDULE. ALL ATTACHMENT HARDWARE MUST BE SUBMITTED BY SUPPLIER FOR REVIEW PRIOR TO ORDERING OF FIXTURE. REVIEW AND APPROVAL SHALL BE BY LIGHTING DESIGNER. 28. PROVIDE SPARE LAMPS PER TECHNICAL PROVISION DOCUMENT. 29. REPLACE ALL BURNED OUT OR INOPERATIVE LAMPS AT THE END OF THE CONSTRUCTION PHASE PRIOR TO TEST AND ADJUST (ALSO KNOWN AS “AIMING” OR “FOCUSING”) PHASE AND ONCE AGAIN PRIOR TO OWNER OCCUPANCY OR PROJECT OPENING. 30. LIGHT FIXTURE SUPPORT SUSPENDED ACOUSTICAL CEILINGS: COORDINATE WITH ARCHITECTURAL DRAWINGS. HEAVY DUTY GRID SYSTEM: FLUSH OR RECESSED LIGHT FIXTURES WEIGHING LESS THAN 56 POUNDS MAY BE SUPPORTED DIRECTLY ON THE RUNNERS OF A HEAVY DUTY GRID SYSTEM. IN ADDITION, THEY SHALL HAVE A MINIMUM OF TWO 12 GAUGE SLACK SAFETY WIRES ATTACHED TO THE FIXTURE AT DIAGONAL CORNERS AND ANCHORED TO THE STRUCTURE ABOVE. ALL 4 FOOT BY 4 FOOT LIGHT FIXTURES SHALL HAVE SLACK SAFETY WIRES AT EACH CORNER. INTERMEDIATE DUTY GRID SYSTEM: ALL FIXTURES SUPPORTED ON INTERMEDIATE DUTY GRID SYSTEMS SHALL BE INDEPENDENTLY SUPPORTED BY NOT LESS THAN FOUR TAUT 12 GAUGE WIRES EACH ATTACHED TO THE FIXTURE AND TO THE STRUCTURE ABOVE. SURFACE MOUNTED FIXTURES:SUPPORT SURFACE MOUNTED LIGHT FIXTURES BY AT LEAST TWO POSITIVE DEVICES WHICH SURROUND THE CEILING RUNNER AND WHICH ARE EACH SUPPORTED FROM THE STRUCTURE ABOVE BY A 12 GAUGE WIRE. SPRING CLIPS OR CLAMPS THAT CONNECT ONLY TO THE RUNNER ARE NOT ACCEPTABLE. PROVIDE ADDITIONAL SUPPORTS WHEN LIGHT FIXTURES ARE EIGHT FEET OR LONGER. PENDANT MOUNTED FIXTURES: SUPPORT PENDANT MOUNTED LIGHT FIXTURES DIRECTLY FROM THE STRUCTURE. ABOVE WITH HANGER WIRES OR CABLES PASSING THROUGH EACH PENDANT HANGER, AND CAPABLE OF SUPPORTING FOUR TIMES THE WEIGHT OF THE FIXTURE. SUSPENDED DRYWALL CEILINGS: ALL RECESSED OR DROP-IN LIGHT FIXTURES SHALL BE SUPPORTED DIRECTLY BY MAIN RUNNERS OR BY SUPPLEMENTAL FRAMING WHICH IS SUPPORTED BY MAIN RUNNERS. THE CONTRACTOR SHALL COORDINATE HIS WORK WITH THE CEILING CONTRACTOR TO PROVIDE APPROPRIATE FRAMING AND LOCATION FOR FIXTURES. ALL FLUSH OR RECESSED LIGHT FIXTURES WEIGHING 56 POUNDS OR MORE SHALL BE INDEPENDENTLY SUPPORTED BY NOT LESS THAN FOUR TAUT 12 GAUGE WIRES EACH ATTACHED TO THE FIXTURE AND TO THE STRUCTURE ABOVE REGARDLESS OF THE TYPE OF CEILING GRID SYSTEM USED. THE FOUR TAUT 12 GAUGES WIRES INCLUDING THEIR ATTACHMENT TO THE STRUCTURE ABOVE SHALL BE CAPABLE OF SUPPORTING FOUR TIMES THE WEIGHT OF THE UNIT. 31. SURFACE MOUNTED FIXTURES SHALL BE ATTACHED TO A MAIN RUNNER WITH A POSITIVE CLAMPING DEVICE MADE OF MATERIAL WITH A MINIMUM OF 14 GAUGE. ROTATIONAL SPRING CATCHES SHALL NOT BE ALLOWED. 32. THE NUMERALS SHOWN AT TOP OF LIGHT FIXTURE IDENTIFICATION SYMBOLS INDICATING THE NUMBER OF LIGHTFIXTURES REQUIRED SHALL NOT BE USED BY THE CONTRACTOR FOR HIS QUANTITY TAKE-OFF AT BIDDING, NOR FOR DETERMINATION OF HOW MANY FIXTURES WILL BE INSTALLED. THE CONTRACTOR SHALL INSTALL A LIGHT FIXTURE WHEREVER A FIXTURE OUTLET IS SHOWN ON THE DRAWINGS. 33.LAMPS: ALL FIXTURES SHALL BE SUPPLIED WITH LED LAMPS OF PROPER SIZE AND TYPE. FIXTURES WITH DIMMING DRIVERS SHALL BE FULLY COMPATIBLE WITH DIMMING CONTROL SWITCH OR SYSTEM AND SHALL BE COORDINATED WITH FIXTURE MANUFACTURER. 34. WHERE LIGHTING FIXTURES REQUIRE THE USE OF ACRYLIC PLASTIC LENSES, THEY SHALL BE 100 PERCENT ALL VIRGIN ACRYLIC THERMOPLASTIC NOT LESS THAN 0.187 INCHES THICK EQUAL TO KSH-K12 UNLESS NOTED OTHERWISE. REFER TO LIGHTING SPECS. FOR MORE INFORMATION. 35. MOTION SENSORS USED FOR BOTH LIGHTING AND SECURITY SYSTEMS SHALL BE INSTALLED PER MANUFACTURERS RECOMMENDATIONS FOR OPTIMUM COVERAGE, TYPICAL. 36. ALL LIGHTING CONTROL DEVICES SHALL BE CALIFORNIA ELECTRICAL CODE CERTIFIED. 37. ALL LED LIGHTING FIXTURES SHALL HAVE RATING OF 100,000 HOURS. 38. ALL LIGHTING IN NON-PUBLIC SPACES WILL BE CONTROLLED THROUGH SENSORS, BMS AND/OR TIME CLOCK. 39. SYSTEM INTEGRATOR (SI) A. LIGHTING "SYSTEM INTEGRATOR" (SI) SHALL BE RESPONSIBLE TO PROVIDE. FURNISH AND/OR INSTALL AS NOTED, THE SPECIALTY LIGHTING EQUIPMENT, DIMMING AND CONTROL SYSTEMS. B. THE SI SHALL TERMINATE ALL LIGHTING CONTROL DATA CONNECTIONS INCLUDING BUT NOT LIMITED TO, REMOTE CONSOLE DATA STATIONS, LIGHTING DIMMER CABINETS, LIGHTING RELAY CABINETS, ARCHITECTURAL LIGHTING CONTROL STATIONS, LIGHTING CONTROL RACK, AND ALL OTHER LOW VOLTAGE LIGHTING CONTROLS REQUIRED TO PROVIDE A FUNCTIONING AND COMPLETE LIGHTING CONTROL NETWORK. C. THE SI SHALL SET ALL NECESSARY DMX NETWORK ADDRESSES FOR EACH FIXTURE OR DEVICE REQUIRING OR RECEIVING CONTROL SIGNAL ACCORDING TO LIGHTING DESIGN PAPERWORK/ INSTRUMENT SCHEDULE. D. THE SI SHALL CERTIFY THAT ALL LIGHTING DATA CABLES ARE TERMINATED CORRECTLY AND FUNCTIONING. E. SERVICES SHALL INCLUDE NECESSARY SYSTEMS INTEGRATION AND ENGINEERING, PROJECT MANAGEMENT AND INTERFACE WITH OWNER, AND ALL OTHER PARTIES NECESSARY TO PROVIDE A COMPLETE AND WORKING LIGHTING SYSTEM. F. SERVICES MAY INCLUDE SITE VISITS AND OR ATTENDANCE AT COORDINATION MEETINGS WITH INSTALLATION PERSONNEL. A MINIMUM OF TWO (2) SITE VISITS AND TWO (2) COORDINATION MEETINGS ARE REQUIRED DURING PROJECT DURATION AND SHALL BE INCLUDED IN BASE BID. ADDITIONAL MEETINGS AND ONSITE TIME, AS REQUIRED, WILL BE NEGOTIABLE. G. TERMINATION OF ETHERNET LIGHTING NETWORK WIRING MAY BE COMPLETED BY A QUALIFIED SUBCONTRACTOR UNDER THE DIRECTION OF THE SI. SI REMAINS RESPONSIBLE FOR CERTIFYING OR ACCEPTING CERTIFICATION THAT ETHERNET SYSTEM MEETS ALL ETHERNET STANDARDS. H. ALL EQUIPMENT SHALL BE THOROUGHLY TESTED, ADDRESSED, CONFIGURED AND “BURNED IN” BY THE SI PRIOR TO SHIPMENT TO THE SITE TO ENSURE MECHANICAL AND ELECTRICAL INTEGRITY. I. THE SI SHALL HAVE BEEN IN THE SPECIALTY LIGHTING DISTRIBUTION AND INSTALLATION ALL BUSINESS FOR A MINIMUM OF (5) YEARS AND SHALL HAVE PROVIDED COMPLETE ENGINEERING AND INSTALLATION SERVICES ON A MINIMUM OF TEN JOBS OF SIMILAR SIZE AND SCOPE IN THE PAST FIVE YEARS. J. THE SI SHALL INCLUDE THE SERVICES OF A FACTORY ENGINEER, WHO SHALL BE AVAILABLE TO REPORT TO THE JOB SITE WITHIN FOURTEEN (14) DAYS OF RECEIPT OF REQUEST FROM THE OWNER, CONTRACTOR AND SHALL REMAIN AT THE JOB SITE UNTIL SYSTEM IS FULLY OPERATIONAL TO THE SATISFACTION OF THE OWNER AND CONTRACTOR AND/OR OWNER'S REPRESENTATIVE. K. SPECIALTY LIGHTING EQUIPMENT, SUCH AS AUTOMATED LUMINAIRES AND ANY DEVICE TRANSMITTING OR RECEIVING LIGHTING CONTROL DATA SHALL BE PROVIDED BY SI. 1. IN GENERAL, THE DEMOLITION PLAN SHOWS ALL EXISTING EQUIPMENT AND/OR DEVICES TO BE REMOVED; HOWEVER, ELECTRICAL EQUIPMENT, WHETHER SHOWN ON THIS DRAWINGS OR NOT THAT IS LOCATED IN REMOVED WALLS, FLOORS OR CEILINGS, SHALL BE REMOVED UNLESS OTHERWISE NOTED. 2. DEMOLITION SUBCONTRACTOR TO BE CONTRACTED BY GENERAL CONTRACTOR TO WORK IN CONJUNCTION WITH ELECTRICAL CONTRACTOR TO REMOVE EXISTING FIRE ALARM SYSTEMS. THE ELECTRICAL CONTRACTOR WILL BE RESPONSIBLE FOR CUTTING AND CAPPING SYSTEMS BEFORE DEMOLITION STARTS. 3. EXISTING CONDUIT FEEDS UP THROUGH FLOOR SHALL BE CUT OFF AND PLUGGED FLUSH WITH FLOOR WHERE EXISTING WALL, ETC., IS REMOVED. REMOVE CONDUCTORS FROM THIS POINT BACK TO LAST OUTLET REMAINING IN SERVICE. 4. WHERE EXISTING WALLS HAVE BEEN REMOVED, AND THERE ARE EXISTING CONDUIT FEEDS WHICH HAVE BEEN CUT-OFF AND CAPPED FLUSH WITH FLOOR, IT IS THE CONTRACTOR'S RESPONSIBILITY TO IDENTIFY AND DIMENSION ALL SUCH CONDUITS ON THE "AS-BUILT" DRAWINGS UNLESS OTHERWISE NOTED. 5. IT SHALL BE THE RESPONSIBILITY OF THIS CONTRACTOR TO MAINTAIN CONTINUITY OF ALL ELECTRICAL SYSTEMS, EQUIPMENT, ETC., REMAINING IN OPERATION WHICH ARE BEING FED BY AN ABANDONED OUTLET. MAINTAINING CONTINUITY SHALL CONSIST OF REROUTING CONDUIT, WIRING, ETC., AS REQUIRED. 6. ALL FLSS DEVICES AND EQUIPMENT, ETC., THAT ARE REMOVED, SHALL BE REMOVED COMPLETELY, INCLUDING CONDUIT AND WIRING BACK TO THE LAST FIXTURE, OUTLET, DEVICE, ETC., REMAINING IN SERVICE. 7. THE ELECTRICAL CONTRACTOR SHALL COORDINATE WITH THE OWNER PRIOR TO REMOVAL OF EXISTING ELECTRICAL EQUIPMENT AND TURN OVER REMOVED EQUIPMENT THAT THE OWNER REQUESTS IN AN "AS-FOUND" CONDITION. EQUIPMENT THAT IS TO BE TURNED OVER SHALL BE BOXED AND TAGGED TO IDENTIFY THE SPECIFIC EQUIPMENT. 8. EXISTING CONDUIT MAY BE REUSED IF ADEQUATELY SIZED AND IF IT IS STILL OPERABLE AND IN GOOD CONDITION. EXISTING CONDUCTORS MAY BE REUSED FOR SPLICING, REFER TO DRAWINGS FOR LOCATIONS. PRIOR TO REUSE, THE ENTIRE LENGTH OF THE EXISTING CONDUIT SHALL BE MANDRELED TO VERIFY THE INTEGRITY OF THE INSTALLED CONDUIT. 9. IN SOME INSTANCES, IT MAY BE NECESSARY FOR THE ELECTRICAL CONTRACTOR TO TEMPORARILY RELOCATE, REROUTE, ETC., EXISTING ELECTRICAL EQUIPMENT. THIS SHALL BE DONE SO THAT THE SYSTEMS IN ALL PHASES (THOSE COMPLETED AND THOSE YET TO BEGIN), ARE IN COMPLETE, OPERABLE, CONDITION AS CONSTRUCTION PROCEEDS THROUGH EACH PHASE. 10. DURING EACH PHASE OF DEMOLITION, ALL CIRCUITS FROM EXISTING PANELS WHICH FEED AREAS OUTSIDE THE BOUNDARIES OF THAT PHASE, SHALL BE MAINTAINED. 11. FLSS EQUIPMENT OR TERMINAL CABINETS WHICH ARE LOCATED IN A WALL THAT IS TO BE DEMOLISHED, SHALL REMAIN IN AN OPERATIVE CONDITION UNTIL ALL AREAS FED BY THE RELATED PANELS HAVE BEEN DEMOLISHED. THIS CONTRACTOR SHALL PROVIDE AND INSTALL ALL EQUIPMENT REQUIRED TO TEMPORARILY SUPPORT PANELS. PANELS MAY BE TEMPORARILY FREESTANDING, MOUNTED IN TEMPORARY PORTION OF WALLS TO BE DEMOLISHED LATER, ETC. CHECK WITH ARCHITECT AND ENGINEER FOR APPROVAL OF SUPPORTS. IT SHALL ALSO BE THIS CONTRACTOR'S RESPONSIBILITY TO RELOCATE AND RECONNECT ALL CIRCUITS ON A TEMPORARY BASIS IF THE PANELS, TERMINAL CABINETS, ETC., CONFLICT WITH THE NEW CONSTRUCTION PHASES, AND THEN REMOVED AFTER COMPLETION OF PHASES. 12. ALL IN-SERVICE CIRCUIT INCLUDING FIRE ALARM, SECURITY, AND TELEPHONE THAT MAYBE INTERRUPTED AS PART OF THIS WORK SHALL BE COORDINATED WITH THE OWNER PER SERVICE INTERRUPTION PROTOCOL DETAILED IN THE "SPECIFICATIONS". 13. CONTRACTOR SHALL COORDINATE DEMOLITION. WITH ADJACENT AREA AND ENSURE CONTINUITY OF OPERATION FOR ADJACENT SPACES INCLUDING LIGHTING, POWER, DATA, SECURITY, PA, AND FIRE ALARM. CONTRACTOR SHALL INVESTIGATE AND VERIFY EXISTING CONDITIONS PRIOR TO STARTING WORK. 14. CONTRACTOR TO REMOVE SUPPORT TO EXISTING ELECTRICAL EQUIPMENT TO REMAIN AND PROVIDE TEMPORARY SUPPORT DURING DEMOLITION UPON COMPLETION OF REMODELING. CONTRACTOR SHALL PUT BACK EQUIPMENT SUPPORT TO MATCH EXISTING. 15. IT IS THE CONTRACTOR'S RESPONSIBILITY TO PROVIDE ALL REQUIRED PHASING STEPS AND INTERMEDIATE PLANS TO ACHIEVE THE ULTIMATE SOLUTION. ALL PHASING AND INTERMEDIATE PLANS SHALL BE PROVIDED TO AIRPORT AUTHORITY AND THE ENGINEER FOR REVIEW PRIOR TO IMPLEMENTATION. ALL SHUTDOWNS AND CUTOVERS MUST MEET AIRPORT AUTHORITY REQUIREMENTS INCLUDING THE AIRPORT AUTHORITY DESIGN AND CONSTRUCTION HANDBOOK (JUL. 2017). ALL PHASING/ INTERMEDIATE PLANS SHALL AT THE MINIMUM MEET ALL LOCAL CODES AND REQUIREMENTS. ANY PLAN TO DEVIATE THE AIRPORT AUTHORITY STANDARDS REQUIRES WRITTEN APPROVAL BY AIRPORT AUTHORITY PRIOR TO INSTALLATION. 16. CONTRACTOR SHALL ENSURE ALL EQUIPMENT AND LOADS REMAIN ACTIVE DURING ENTIRE RENOVATION/REPLACEMENT PROCESS. NO LOAD SHALL BE PERMITTED TO BE DE-ENERGIZED WITHOUT PRIOR CONSENT FROM AIRPORT AUTHORITY/AIRPORT AUTHORITY-C.A.L.M. DEPARTMENT. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO PROVIDE ALL EQUIPMENT AND APPURTENANCES NEEDED TO MAINTAIN OPERATION OF ALL LOADS AFFECTED BY THIS WORK. 17. CONTRACTOR SHALL INCLUDE IN THE BID ALL LABOR, MATERIALS, TOOLS, PLANT, TRANSPORTATION, STORAGE COSTS, EQUIPMENT, INSURANCE, TEMPORARY PROTECTION, PERMITS, INSPECTIONS, TAXES AND ALL NECESSARY AND RELATED ITEMS REQUIRED TO PROVIDE COMPLETE DEMOLITION AND CUTOVER OF EXISTING TELECOMMUNICATION SYSTEMS SHOWN AND DESCRIBED IN THE SPECIFICATIONS. 18. THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING AND COORDINATING PHASED ACTIVITIES AND CONSTRUCTION METHODS THAT MINIMIZE DISRUPTION TO TERMINAL OPERATIONS AND PROVIDE COMPLETE AND OPERATIONAL SYSTEMS. 19. THE CONTRACTOR SHALL COORDINATE INTERFACES TO EXISTING SYSTEMS THAT ARE BEING DEMOLISHED IN ORDER TO MINIMIZE DISRUPTION TO THE EXISTING SYSTEMS OPERATIONS. ANY SYSTEMS OUTAGES SHALL BE APPROVED IN ADVANCE AND SCHEDULED WITH AIRPORT AUTHORITY. 20. ALL ELECTRICAL BUILDING INFRASTRUCTURE COMPONENTS INCLUDING CONDUITS, CONDUCTORS, SUPPORTS, BOXES, CONNECTORS, ETC. ARE TO BE DEMOLISHED, NOT LEFT ABANDON IN PLACE, IF NOT CURRENTLY BEING USED AND/OR SCHEDULED FOR USE OR REUSE. 21. ALL ABANDONED CONDUITS AND CONDUCTORS SHALL BE REMOVED UP TO SOURCE. 22. ALL DEMO ADDRESSABLE DEVICES SHALL BE REMOVED FROM THE FACP AND THE FIREWORK STATION AT THE CUP. 2100 E Route 66, Suite 210 Glendora, CA 91740 626.650.0350 | www.pbsengineers.com 24 480 192 © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2015 NOT FOR CONSTRUCTION Tel +1 213.327.3600 Fax +1 213.327.3601 500 South Figueroa Street Los Angeles, CA 90071 USA PALM SPRINGS INTERNATIONAL AIRPORT 3400 E Tahquitz Canyon Way, Palm Springs CA 96 N.T.S.10/4/2024 12:05:25 PMAutodesk Docs://005.2097.004 - PSP - Baggage Claim Expansion/05.2097.004 - PSP - Bag Claim Expansion_MEP.rvtBR-E0.002 LIGHTING GENERAL NOTES & DEMOLITION NOTES 005.4833.002 PSP Breach Gate - Replacement 10/04/2024 BREACH GATE 90% CONSTRUCTION DOCUMENT ISSUE SYMBOLS LEGEND ABBREVIATIONS c IG E R ER RR A E EA EX R R E B-1,3 P1 100AS 100AS 60AFU F VFD II I I DUPLEX GROUNDING TYPE RECEPTACLE, 20 AMP, 125 VOLT, 2 POLE, 3 WIRE. DOUBLE DUPLEX GROUNDING TYPE RECEPTACLES (UNCONTROLLED) IN 4S BOX, 20 AMP, 125 VOLT, 2 POLE, 3 WIRE. DUPLEX GROUNDING TYPE RECEPTACLE, 20 AMP, 125 VOLT, 2 POLE, 3 WIRE. CONNECTED TO EMERGENCY CIRCUIT. DOUBLE DUPLEX GROUNDING TYPE RECEPTACLES (UNCONTROLLED) IN 4S BOX, 20 AMP, 125 VOLT, 2 POLE, 3 WIRE. CONNECTED TO EMERGENCY CIRCUIT. DUPLEX GROUND FAULT INTERRUPTING TYPE RECEPTACLE (UNCONTROLLED), 20 AMP, 125 VOLT, 2 POLE, 3 WIRE. CONNECTED TO EMERGENCY CIRCUIT. DUPLEX TRANSIENT VOLTAGE SURGE SUPPRESSOR RECEPTACLE (UNCONTROLLED), 20 AMP, 125 VOLT, 2 POLE, 3 WIRE. DUPLEX TRANSIENT VOLTAGE SURGE SUPPRESSOR RECEPTACLE (UNCONTROLLED), 20 AMP, 125 VOLT, 2 POLE, 3 WIRE. CONNECTED TO EMERGENCY CIRCUIT. FLUSH FLOOR MOUNTED DUPLEX GROUNDING TYPE RECEPTACLE (UNCONTROLLED), 20 AMP, 125 VOLT, 2 POLE, 3 WIRE. CONNECTED TO EMERGENCY CIRCUIT. FLUSH FLOOR MOUNTED DOUBLE DUPLEX GROUNDING TYPE RECEPTACLES IN 4S BOX, 20 AMP, 125 VOLT, 2 POLE, 3 WIRE. CONNECTED TO EMERGENCY CIRCUIT. FLUSH CEILING MOUNTED DOUBLE DUPLEX GROUNDING TYPE RECEPTACLE (UNCONTROLLED) IN 4S BOX, 20 AMP, 125 VOLT, 2 POLE, 3 WIRE. PEDESTAL TYPE FLOOR MOUNTED DUPLEX GROUNDING TYPE RECEPTACLE (UNCONTROLLED), 20 AMP, 125 VOLT, 2 POLE, 3 WIRE. PEDESTAL TYPE FLOOR MOUNTED DUPLEX GROUNDING TYPE RECEPTACLE (UNCONTROLLED), 20 AMP, 125 VOLT, 2 POLE, 3 WIRE CONNECTED TO EMERGENCY CIRCUIT. ANY RECEPTACLE INDICATED WITH "IG" ADJACENT SHALL BE ISOLATED GROUND TYPE WITH INDIVIDUAL GROUND WIRE TO PANELBOARD. EQUIPMENT WITH "E" ADJACENT IS EXISTING TO REMAIN. EQUIPMENT WITH "R" ADJACENT IS EXISTING TO BE COMPLETELY DISCONNECTED AND REMOVED. EQUIPMENT WITH "ER" ADJACENT IS EXISTING IN NEW LOCATION. IT HAS BEEN DISCONNECTED, REMOVED AND RELOCATED TO NEW LOCATION AND RECONNECTED AS REQUIRED. EQUIPMENT WITH "RR" ADJACENT IS EXISTING TO BE DISCONNECTED, REMOVED AND RELOCATED TO NEW LOCATION AND RECONNECTED AS REQUIRED. SPECIAL PURPOSE OUTLET (UNCONTROLLED) MOUNTED IN FLUSH WALL BOX. LETTER INDICATES TYPE. A - NEMA TYPE 14-20R (125/250V, 3 POLE, 4 WIRE, GROUNDING, 20 AMP) B - NEMA TYPE 6-20R (250V, 2 POLE, 3 WIRE, GROUNDING, 20 AMP) C - NEMA TYPE 6-30R (250V, 2 POLE, 3 WIRE, GROUNDING, 30 AMP) D - NEMA TYPE 14-50R (125/250V, 3 POLE, 4 WIRE, GROUNDING, 50 AMP) E - NEMA TYPE 5-30R (125V, 2 POLE, 3 WIRE, GROUNDING, 30 AMP) F - NEMA TYPE 15-30R (250V, 3 PHASE, 3 POLE 4 WIRE, GROUNDING, 30 AMP) G - NEMA TYPE 15-60R (250V, 3 PHASE, 3 POLE, 4 WIRE, GROUNDING, 60 AMP) H - NEMA TYPE L5-20R (125V, 1 PHASE, 2 POLE, 3 WIRE, GROUNDING, 20 AMP, TWIST LOCK) K - NEMA TYPE 15-60R (250V, 3 PHASE, 3 POLE, 4 WIRE, GROUNDING, 60 AMP) M - NEMA TYPE 10-20R (125/250V, 1 PHASE, 3 POLE, 3 WIRE, UNGROUNDED, 20 AMP) N - NEMA TYPE L6-20R (250V, 1 PHASE, 2 POLE, 3 WIRE, GROUNDING, 20 AMP TWIST LOCK) P - NEMA TYPE 5-20R (120V, 1 PHASE, 2 POLE, 3 WIRE, GROUNDING, SINGLE, 20 AMP) FLUSH FLOOR MOUNTED SPECIAL PURPOSE OUTLET (UNCONTROLLED). TYPE AS INDICATED ABOVE. PEDESTAL TYPE SPECIAL PURPOSE OUTLET (UNCONTROLLED). TYPE AS INDICATED ABOVE. CONDUIT STUBBED OUT AND CAPPED. PULL LINE IN PLACE. EXISTING CONDUIT RUN TO REMAIN. EXISTING CONDUCTORS TO REMAIN UNLESS NOTED OTHERWISE ON DRAWINGS. EXISTING CONDUIT RUN TO BE ABANDONED. REMOVE CONDUCTORS AND CAP ENDS OF CONDUIT. EXISTING CONDUIT RUN TO BE REWIRED. REFER TO PLANS FOR WIRING REQUIREMENTS. EXISTING CONDUIT AND WIRE RUN TO BE COMPLETELY DISCONNECTED AND REMOVED BACK TO LAST REMAINING OUTLET OR DEVICE. "X" INDICATES APPROXIMATE POINT OF INTERCEPTION OF EXISTING CONDUIT RUN. CONDUIT TO BE REMOVED AT "R" SIDE OF "X". REMOVE ALL CONDUCTORS PRIOR TO CUTTING CONDUIT. EXACT LOCATION OF ALL CONDUITS SHALL BE FIELD VERIFIED. EXTEND CONDUIT AS INDICATED ON PLANS. ISOLATED GROUND WIRE. RUN IN ADDITION TO REGULAR GROUND WIRE. CONDUIT HOMERUN TO PANELBOARD. LETTER AND NUMERALS INDICATE ELECTRICAL PANEL AND CIRCUIT NUMBER. SURFACE MOUNTED BRANCH CIRCUIT PANELBOARD. RECESSED BRANCH CIRCUIT PANELBOARD. PANEL DESIGNATION. NON-FUSED DISCONNECT SWITCH. "AS" INDICATES SWITCH AMPERE RATING. FUSED DISCONNECT SWITCH. "AS" INDICATES SWITCH AMPERE RATING. "AFU" INDICATES FUSE AMPERE RATING. MAGNETIC MOTOR STARTER. ROMAN NUMERAL INDICATES NEMA STARTER SIZE. ADDITIONAL SUBSCRIPTS INDICATE STARTER TYPE AND SIZE. (TYPICAL FOR ALL MAGNETIC STARTER SYMBOLS.) NO SUBSCRIPT - FULL VOLTAGE, NON REVERSING PR - PRIMARY RESISTOR REDUCED VOLTAGE AT - AUTOTRANSFORMER REDUCED VOLTAGE WD - WYE-DELTA REDUCED VOLTAGE PW - PART WINDING REDUCED VOLTAGE SS - SOLID STATE REDUCED VOLTAGE REV - REVERSING TYPE 2S - TWO SPEED 2W - TWO WINDINGS CH - CONSTANT HORSEPOWER CT - CONSTANT TORQUE VT - VARIABLE TORQUE VFD - VARIABLE FREQUENCY DRIVE COMBINATION MAGNETIC MOTOR STARTER AND NON-FUSED DISCONNECT SWITCH. COMBINATION MAGNETIC MOTOR STARTER AND CIRCUIT BREAKER. COMBINATION MAGNETIC MOTOR STARTER AND MOTOR CIRCUIT PROTECTOR. SINGLE PHASE FRACTIONAL OR INTEGRAL HORSEPOWER MOTOR. X GFP GFS AS VS 70AT 100AF 3P 100AS 90FU 3P GROUND FAULT PROTECTION DEVICE GROUND FAULT SENSOR AMMETER SWITCH, FOUR POSITION "PHASE A", "PHASE B", "PHASE C", AND OFF. VOLTMETER SWITCH, SEVEN POSITION "PHASE A-N", "PHASE B-N", "PHASE C-N", "PHASE AB", "PHASE BC", "PHASE CA", AND OFF. MOLDED CASE CIRCUIT BREAKER. "AF" INDICATES AMPERE FRAME, "AT" INDICATES AMPERE TRIP RATING AND NUMBER OF POLES AS INDICATED. SUBSCRIPT INDICATES TYPE. NO SUBSCRIPT THERMAL MAGNETIC NA NON-AUTOMATIC MO MAGNETIC ONLY CL CURRENT LIMITING SS SOLID STATE EM ELECTRONIC METERING PACKING DRAW-OUT TYPE CIRCUIT BREAKER. FUSED SWITCH. "AS" INDICATED AMPERE SWITCH RATING, "AFU" INDICATES AMPERE FUSE RATING, NUMBER OF POLES AS INDICATED. VOLTAGE TRANSFORMER. FLOOR MOUNTED, COPPER WOUND, DRY TYPE UNLESS SPECIFIED OTHERWISE. CURRENT TRANSFORMER, "C.T.s" POTENTIAL TRANSFORMER, P.T.s". GROUND, "GRD". SINGLE LINE PANELBOARD DESIGNATION. PANEL NAME AND AMPERAGE SPECIFIED ON DRAWINGS. REFER TO DRAWINGS AND SPECIFICATIONS FOR ADDITIONAL INFORMATION. 100A - J J J J JUNCTION BOX IN ACCESSIBLE CEILING SPACE OR FLUSH IN WALL WITH BLANK COVER PLATE TO MATCH DEVICE PLATES. JUNCTION BOX, FLUSH FLOOR MOUNTED. JUNCTION BOX, PEDESTAL TYPE, FLUSH FLOOR MOUNTED. JUNCTION BOX, STEM MOUNTED. CONDUIT RUN, CONCEALED IN CEILING, WALLS OR UNDER FLOORS. CONDUIT RUN EXPOSED. CONDUIT RUN UNDERGROUND. T TRANSFORMER, PRIMARY & SECONDARY VOLTAGE AND KVA RATING AS NOTED. TYPE AND CONFIGURATION AS SPECIFIED. PROVIDE DRY TYPE, COPPER WOUND, WALL OR BOX MOUNTED UNLESS NOTED OTHERWISE. M M A V KW KWH THREE PHASE FRACTIONAL OR INTEGRAL HORSEPOWER MOTOR. NUMERAL IN PLACE OF "M" INDICATES HORSEPOWER. UTILITY METER SOCKET, WITH C.T.s, CLIPS, ETC., PER SERVING UTILITY COMPANY. AMMETER VOLTMETER DEMAND (KILOWATT) METER USAGE (KILOWATT HOUR) METER DUPLEX GROUNDING TYPE RECEPTACLE (CONTROLLED), 20 AMP, 125 VOLT, 2 POLE, 3 WIRE. 1a 1a 1a 1a 1a 1a 1a 1a 1a 1a 1a 1a E R ER RR S D DF OS DS P LM IRC W W Sa3k S DOWNLIGHT FIXTURE AND OUTLET, HID, FLUORESCENT, OR INCANDESCENT. LOWER CASE LETTER INDICATES CONTROLLING SWITCH, NUMERAL INDICATES CIRCUIT. DOWNLIGHT FIXTURE AND OUTLET, HID, FLUORESCENT, OR INCANDESCENT. LOWER CASE LETTER INDICATES CONTROLLING SWITCH, NUMERAL INDICATES CIRCUIT. SHADED SYMBOL INDICATES FIXTURE WITH EMERGENCY POWER PROVISIONS. 2'x4' FLUORESCENT LIGHT FIXTURE OUTLET. LOWER CASE LETTER INDICATES CONTROLLING SWITCH, NUMERAL INDICATES CIRCUIT. 2'x4' FLUORESCENT LIGHT FIXTURE OUTLET. LOWER CASE LETTER INDICATES CONTROLLING SWITCH, NUMERAL INDICATES CIRCUIT. SHADED CIRCLE DENOTES FIXTURE WITH EMERGENCY POWER PROVISIONS. 2'x2' FLUORESCENT LIGHT FIXTURE OUTLET. LOWER CASE LETTER INDICATES CONTROLLING SWITCH, NUMERAL INDICATES CIRCUIT. 2'x2' FLUORESCENT LIGHT FIXTURE OUTLET. LOWER CASE LETTER INDICATES CONTROLLING SWITCH, NUMERAL INDICATES CIRCUIT. SHADED CIRCLE DENOTES FIXTURE WITH EMERGENCY POWER PROVISIONS. 1'x4' FLUORESCENT LIGHT FIXTURE OUTLET. LOWER CASE LETTER INDICATES CONTROLLING SWITCH, NUMERAL INDICATES CIRCUIT. SHADED CIRCLE DENOTES FIXTURE WITH EMERGENCY POWER PROVISIONS. 1'x4' FLUORESCENT LIGHT FIXTURE OUTLET. LOWER CASE LETTER INDICATES CONTROLLING SWITCH, NUMERAL INDICATES CIRCUIT. SHADED CIRCLE DENOTES FIXTURE WITH EMERGENCY POWER PROVISIONS. 6"x4' FLUORESCENT LIGHT FIXTURE OUTLET. LOWER CASE LETTER INDICATES CONTROLLING SWITCH, NUMERAL INDICATES CIRCUIT. 6"x4' FLUORESCENT LIGHT FIXTURE OUTLET. LOWER CASE LETTER INDICATES CONTROLLING SWITCH, NUMERAL INDICATES CIRCUIT. SHADED CIRCLE DENOTES FIXTURE WITH EMERGENCY POWER PROVISIONS. TANDEM WIRED, MASTER-SLAVE COMBINATION LIGHTING FIXTURE. CIRCLE INDICATES MASTER. DASHED LINE INDICATES FACTORY FURNISHED, PREWIRED FIXTURE WHIP. FLUORESCENT STRIP LIGHT FIXTURE. LOWER CASE LETTER INDICATES CONTROLLING SWITCH. NUMERAL INDICATES CIRCUIT. (SIZE PER PLANS). FLUORESCENT STRIP LIGHT FIXTURE. LOWER CASE LETTER INDICATES CONTROLLING SWITCH. NUMERAL INDICATES CIRCUIT. (SIZE PER PLANS). SHADED CIRCLE DENOTES FIXTURE WITH EMERGENCY POWER PROVISIONS. ILLUMINATED EXIT LIGHT FIXTURE. SIDE, BACK, CEILING, OR PENDANT MOUNTED, SINGLE OR DOUBLE FACED AS NOTED BY SHADED ARC, WITH OR WITHOUT DIRECTIONAL ARROW AS NOTED ON THE DRAWINGS. NOT TO BE USED AS JUNCTION BOX OR "THROUGH-WIRE" DEVICE. EMERGENCY EXIT LIGHT FIXTURE. SIDE, BACK, CEILING, OR PENDANT MOUNTED, SINGLE OR DOUBLE FACED AS NOTED BY SHADED ARC, WITH OR WITHOUT DIRECTIONAL ARROW AS NOTED ON THE DRAWINGS. NOT TO BE USED AS JUNCTION BOX OR "THROUGH-WIRE" DEVICE. WALL MOUNTED DUAL HEAD LIGHTING FIXTURE UNIT. WALL MOUNTED DUAL HEAD LIGHTING FIXTURE UNIT. SHADED UNIT DENOTES FIXTURE WITH EMERGENCY POWER PROVISIONS. FIXTURE WITH "E" ADJACENT IS EXISTING TO REMAIN. FIXTURE WITH "R" ADJACENT IS EXISTING TO BE COMPLETELY DISCONNECTED AND REMOVED. FIXTURE WITH "ER" ADJACENT IS EXISTING IN SAME LOCATION. IT HAS BEEN DISCONNECTED AND RECONNECTED AS REQUIRED. FIXTURE WITH "RR" ADJACENT IS EXISTING TO BE DISCONNECTED, REMOVED AND RELOCATED TO NEW LOCATION AND RECONNECTED AS REQUIRED. WALL MOUNTED PASSIVE INFRARED OCCUPANCY SENSOR. MOUNT AT +48". INCANDESCENT LIGHTING DIMMER. REFER TO SPECIFICATIONS. FLUORESCENT LIGHTING DIMMER. REFER TO SPECIFICATIONS. OCCUPANCY SENSOR. REFER TO SPECIFICATIONS. DAYLIGHT SENSOR. REFER TO SPECIFICATIONS. SINGLE POLE SWITCH WITH PILOT LIGHT. REFER TO SPECIFICATIONS. LOW VOLTAGE MOMENTARY SWITCH. REFER TO SPECIFICATIONS. LIGHTING CONTROL MOMENTARY OVERRIDE SWITCH. REFER TO SPECIFICATIONS. INTEGRATED ROOM CONTROLLER. REFER TO SPECIFICATIONS. CEILING MOUNTED DOME LIGHT. LOCATE CENTERED ABOVE DOOR. CEILING MOUNTED EMERGENCY DOME LIGHT. LOCATE CENTERED ABOVE DOOR. SHADED DOME DENOTES FIXTURE WITH EMERGENCY POWER PROVISIONS. WALL MOUNTED DOME LIGHT. MOUNT CENTERED ABOVE DOOR OR AT +80 INCHES ABOVE FINISHED FLOOR ADJACENT TO DOOR. WALL MOUNTED EMERGENCY DOME LIGHT. MOUNT CENTERED ABOVE DOOR OR AT +80" ABOVE FINISHED FLOOR ADJACENT TO DOOR. SHADED DOME DENOTES FIXTURE WITH EMERGENCY POWER PROVISIONS. SWITCH. LOWER CASE LETTER AT BOTTOM INDICATES OUTLETS CONTROLLED. CAPITAL SUPERSCRIPT INDICATES SWITCH TYPE. NO SUPERSCRIPT - SINGLE POLE SWITCH 2 - DOUBLE POLE 3 - THREE WAY 4 - FOUR WAY I - ILLUMINATED HANDLE K - KEYED SWITCH LC - LOCKABLE COVER M - MANUAL MOTOR STARTER WITH THERMAL OVERLOAD PROTECTION MC - MOMENTARY CONTACT P - PILOT LIGHT PR - PRESS TYPE TP - THREE POSITION T - TIMER, 0-6 HR ROTARY OR AS NOTED TOGGLE SWITCH LIGHTING POWER AF AFF AFU AIC AM AMP, A AS AT ATS AWG BIDS BIR BKR C. CAB CAT. CCTV CKT C.O. CR CU D DISTR DWG E, EX, (E) ELEV EMERG EQPT ER EXH FAA FDR FF FG FS FIDS FIS FLEX FLUOR F.O. FUT GND HTR HZ IDF J.B. k kV kW kVA kWH LS LT, LTS LTG MAX MCB MCC MCM MDF MH MS MT,MTD,MTG NEC NO, NOS NTS PNL PWR R, (R) REQD RR SCH SEC SEQ SHT SM SPECS STA SYS TBD TR TS TTB TYP UNO UGPS V VFD W WHM WP XFMR XMTR AMPERE FRAME RATING OF CIRCUIT BREAKERS ABOVE FINISHED FLOOR AMPERE FUSE RATING AMPS INTERRUPTING CAPACITY RATING (RMS SYMMETRICAL) AMMETER AMPERES AMPERE SWITCH RATING AMPERE TRIP RATING OF BREAKER AUTOMATIC TRANSFER SWITCH AMERICAN WIRE GAUGE BAGGAGE INFORMATION DISPLAY SYSTEM BAGGAGE INSPECTION ROOM BREAKER CONDUIT, WITH CONDUCTORS AS REQUIRED BY DRAWINGS OR SPECIFICATIONS. CABINET CATEGORY CLOSE CIRCUIT TELEVISION CIRCUIT CONDUIT ONLY. PROVIDE PULL ROPE FOR ALL EMPTY CONDUIT. CONTROL RELAY (MAGNETICALLY HELD UNLESS NOTED OTHERWISE) COPPER DEMOLISH DISTRIBUTION DRAWING EXISTING TO REMAIN ELEVATION EMERGENCY EQUIPMENT EXISTING TO BE RELOCATED EXHAUST FIRE ALARM ANNUNCIATOR FEEDER FINISHED FLOOR FINISHED GRADE FLOW SWITCH FLIGHT INFORMATION DISPLAY SYSTEM FEDERAL INSPECTION SERVICES FLEXIBLE FLUORESCENT FIBER OPTIC FUTURE GROUND HEATER HERTZ INTERMEDIATE DISTRIBUTION FRAME JUNCTION BOX THOUSAND (KILO) KILOVOLTS KILOWATTS KILOVOLT AMPERES KILOWATT-HOURS LIMIT SWITCH LIGHT, LIGHTS LIGHTING MAXIMUM MAIN CIRCUIT BREAKER MOTOR CONTROL CENTER THOUSAND CIRCULAR MILS MAIN DISTRIBUTION FRAME MANHOLE MANUAL MOTOR STARTER MOUNT, MOUNTED, MOUNTING NATIONAL ELECTRICAL CODE NUMBER, NUMBERS NOT TO SCALE PANEL POWER REMOVE REQUIRED REMOVE AND REPLACE SCHEDULE SECONDS, SECONDARY SEQUENCE SHEET SINGLE MODE SPECIFICATIONS STATION SYSTEM TO BE DETERMINED TIME DELAY RELAY TAMPER SWITCH TELEPHONE TERMINAL BACKBOARD TYPICAL UNLESS NOTED OTHERWISE UNDERGROUND PULL SECTION VOLTS VARIABLE FREQUENCY DRIVE WATTS WATT HOUR METER WEATHERPROOF TRANSFORMER TRANSMITTER GFI GROUND FAULT INTERRUPTER DEMO KEY NOTE REMODEL KEY NOTE # # 2100 E Route 66, Suite 210 Glendora, CA 91740 626.650.0350 | www.pbsengineers.com 24 480 192 © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2015 NOT FOR CONSTRUCTION Tel +1 213.327.3600 Fax +1 213.327.3601 500 South Figueroa Street Los Angeles, CA 90071 USA PALM SPRINGS INTERNATIONAL AIRPORT 3400 E Tahquitz Canyon Way, Palm Springs CA 96 N.T.S.10/4/2024 12:05:29 PMAutodesk Docs://005.2097.004 - PSP - Baggage Claim Expansion/05.2097.004 - PSP - Bag Claim Expansion_MEP.rvtBR-E0.003 SYMBOLS LIST & ABBREVIATIONS 005.4833.002 PSP Breach Gate - Replacement 10/04/2024 BREACH GATE 90% CONSTRUCTION DOCUMENT ISSUE (E) DISTRIBUTION BOARD "DP-1" 400A, 120Y/208V, 3⌀, 4W, 10KAIC LOCATION: ELEC PIT(E) 400A 200A (E) PNL (E)LA E 150A (E) PNL (E)PA E 100A (E) PNL (E)LC E 70A (E) PNL (E)PC E 225A (E) PNL (E)TB E 70A (E) PNL (E)HD E 70A (E) PNL (E)PC E SPACE SPACE (E) DISTRIBUTION BOARD "DP-2" 800A, 120Y/208V, 3⌀, 4W, 10KAIC LOCATION: ELEC ROOM(E) 700A 125A (E) PNL (E)LB1 E 150A (E) PNL (E)LB E 125A (E) 70A (E) PNL (E)LD E 50A (E) 150A (E) PNL (E)LC1 E 100A (E) E SPACE SPACE PNL (E)PB1 PNL (E)PB E PNL (E)PD E 50A (E) E BAGGAGE CLAIM CONVEYORS 1200A BUS 2000A BUS 800A BUS (E) MAIN SWITCHBOARD MS-1" 2000A, 480Y/277V, 3⌀, 4W, 35KAIC 1200A (E) 800A (E) 400A (E) 450A (E) 300A (E) MCC-2 (E) 800A (E) 300A (E) 30A (E) 100A (E) 175A (E) 80A (E) 100A (E) EXISTING FEEDER EXISTING FEEDER EXISTING FEEDER EXISTING FEEDER EXISTING FEEDER EXISTING FEEDER EXISTING FEEDER EXISTING FEEDER MCC-2 (E) E E EE E E EE E E E EEEE (E)T-2 225KVA 480V-208/120V 3Ø/4W (E)T-1 150KVA 480V-208/120V 3Ø/4W 2000A (E) 3P TO SDG&E TRANSFORMER PAD 175A (E) 200A (E) G EXISTING FEEDER (E) EMERGENCY GENERATOR 480/277V, 3⌀, 4W PNL (E)EH1 E E E (E)ET-1 15KVA 480V-208/120V 3Ø/4W PNL (E)EL1 E E (E)ET-2 30KVA 480V-208/120V 3Ø/4W PNL (E)EL2 E E SCOPE OF WORK SCOPE OF WORK SCOPE OF WORK ATS-1 200A EXISTING FEEDER EXISTING SINGLE LINE DIAGRAM N.T.S. M 800A (E) M 2100 E Route 66, Suite 210 Glendora, CA 91740 626.650.0350 | www.pbsengineers.com 24 480 192 © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2015 NOT FOR CONSTRUCTION Tel +1 213.327.3600 Fax +1 213.327.3601 500 South Figueroa Street Los Angeles, CA 90071 USA PALM SPRINGS INTERNATIONAL AIRPORT 3400 E Tahquitz Canyon Way, Palm Springs CA 96 N.T.S.10/4/2024 12:05:35 PMAutodesk Docs://005.2097.004 - PSP - Baggage Claim Expansion/05.2097.004 - PSP - Bag Claim Expansion_MEP.rvtBR-E0.004 EXISITNG SINGLE LINE DIAGRAM 005.4833.002 PSP Breach Gate - Replacement 10/04/2024 BREACH GATE 90% CONSTRUCTION DOCUMENT ISSUE 2100 E Route 66, Suite 210 Glendora, CA 91740 626.650.0350 | www.pbsengineers.com 24 480 192 © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2015 NOT FOR CONSTRUCTION Tel +1 213.327.3600 Fax +1 213.327.3601 500 South Figueroa Street Los Angeles, CA 90071 USA PALM SPRINGS INTERNATIONAL AIRPORT 3400 E Tahquitz Canyon Way, Palm Springs CA 96 10/4/2024 12:05:36 PMAutodesk Docs://005.2097.004 - PSP - Baggage Claim Expansion/05.2097.004 - PSP - Bag Claim Expansion_MEP.rvtBR-E0.005 PANEL & LIGHTING FIXTURE SCHEDULES 005.4833.002 PSP Breach Gate - Replacement 10/04/2024 BREACH GATE 90% CONSTRUCTION DOCUMENT ISSUE 17.0 ALL LED STRIP WITH EXTERNAL DRIVER OR POWER SUPPLIES SHALL BE... 16.0 CONTRACTOR TO VERIFY EXACT MOUNTING METHODS & PROVIDE REQUIRED ACCESSORIES FOR COMPLETE OPERABLE INSTALLATION 15.0 CONTRACTOR TO FURNISH AND INSTALL ALL REQUIRED COMPONENTS TO ENSURE FULLY FUNCTIONING SYSTEM / COMPATIBLE WITH LIGHTING CONTROL SYSTEM. 14.0 CONTRACTOR SHALL PROVIDE ALL MOUNTING CLIPS, CONNECTOR CABLES, LEADER CABLES, REMOTE 0 -10V MODULES AND ALL OTHER NECESSARY ACCESSORIES FOR A COMPLETE AND FUNCTIONING SYSTEM. 13.0 ALL 0-10V DRIVERS SHALL BE NEMA 410 LISTED. 12.0 SHADED FIXTURE INDICATES FIXTURE ON EMERGENCY CIRCUIT UNLESS OTHERWISE NOTED 11.0 FOCUSING AND AIMING IS REQUIRED FOR ALL ADJUSTABLE LIGHT FIXTURES. CONTRACTOR TO PROVIDE ALLOWANCE FOR AFTER HOURS MANPOWER, SCAFFOLDING, AND TOOLS TO ADJUST, AIM OR INSTALL FIXTURES AND ACCESSORIES PER THE ARCHITECTS, ENGINERS AND LIGHTING DESIGNERS DIRECTION. FOCUSING CAN ONLY OCCUR AFTER THE CONTRACTOR HAS VERIFIED INSTALLLATION AND CONFIRMED OPERATION OF ALL FIXUTRES AND CONTROL SYSTEMS. INSTALLATION OF SPECIFIC ARCHITECTURAL ORNAMENT OR ART INTENDED TO BE ILLUMINATED MUST BE IN PLACE PRIOR TO THE FOCUS. THE "INITIAL" AIMING ANGLES MUST BE APPROVED BY THE CLIENT AND ADDITIONAL RE-AIMING MAY BE REQUIRED. THE CONTRACTOR IS TO PROVIDE MANHOUR ALLOWANCE FOR RE-AIMING AND INSTALLATION OF ADDITIONAL ACCESSORIES AS DETERMINED BY THE DESIGN TEAM. 10.0 LIGHTING FIXTURES SHALL BE PROVIDED WITH DISCONNECTING MEANS PER ARTICLE 410.74(G) OF THE NEC. 9.0 APPROVED EQUAL MEANS: LIGHTNG FIXTURE PROPOSED BY CONTRACTOR AND APPROVED BY THE ARCHITECT/ENGINEER FOR INCORPORATION IN OR USE IN THE WORK OF THIS PROJECT AS EQUIVALENT IN ESSENTIAL ATTRIBUTES TO THE LIGHTING FIXTURES SPECIFIED IN THE CONTRACT DOCUMENTS. 8.0 EMERGENCY BALLASTS SHALL PROVIDE A MINIMUM INITIAL LIGHT OUTPUT OF 650-700 LUMENS, UNLESS SPECIFIED OTHERWISE, IF THE FIXTURE IS NOT ON AN EMERGENCY GENERATOR OR INVERTER CIRCUIT. 7.0 EXIT SIGNS SHALL HAVE AN INTENSITY OF NOT LESS THAN 5 FOOT-CANDLES. 6.0 EXIT SIGNS SHALL BE ILLUMINATED AT ALL TIMES. 5.0 ELECTRICALLY POWERED, SELF-LUMINOUS AND PHOTO LUMINESCENT EXIT SIGNS SHALL BE LISTED AND LABELED IN ACCORDANCE WITH UL 924 AND SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS. 4.0 LIGHT FIXTURES IN CONTACT WITH INSULATION SHALL BE U.L. LISTED FOR THERMAL BARRIER OR PROVIDED WITH 3" MINIMUM CLEARANCE. 3.0 LAMPS FOR THIS PROJECT HAVE BEEN SELECTED SPECIFICALLY FOR COLOR TEMPERATURES, BEAM ANGLES, COLOR RENDITIONING INDICES, AND COATINGS. SUBSTITUTIONS OF ANY OF THE ABOVE-MENTIONED PROPERTIES ARE NOT PERMITTED. 2.0 ALL LIGHTING FIXTURES SHALL BE FURNISHED COMPLETE W ITH ALL LAMPS AND WITH ALL REQUIRED MOUNTING HARDWARE AND ACCESSORIES. 1.0 ALL EMERGENCY LIGHTS AND EXIT SIGNS TO BE WIRED TO SAME CIRCUIT SUPPLYING LIGHTING IN THAT ROOM, AHEAD OF ALL SWITCHING. NOTES:... F2 LED SPOT LIGHT HERA R 68-LED 4W with chrome-matt RECESSED 300 LM WHITE/3000K/95 CRI 4 UNV F1E RECESSED DOWNLIGHT FOCAL POINT LIGHTING FLC3D-RT-1700LM-VOLT-L11-IC-MOUNT-LC3-RT- 1700L-930K-DNT-FL1-WH RECESSED 1700 LM WHITE/2700K/80 CRI 19 UNV F1 RECESSED DOWNLIGHT FOCAL POINT LIGHTING FLC3D-RT-1700LM-VOLT-L11-IC-MOUNT-LC3-RT- 1700L-930K-DNT-FL1-WH RECESSED 1700 LM WHITE/2700K/80 CRI 19 UNV TYPE/TAG DESCRIPTION MANUFACTURER CATALOG NUMBER MOUNTING LUMEN COLOR/CCT/CRI WATTAGE VOLTS NOTES LIGHTING FIXTURE SCHEDULE 7 6 5 ESTIMATED DEMAND:14 A 4 LTG 4152 VA 125%5190 VA CONNECTED CURRENT:12 A 3 ESTIMATED DEMAND:5190 VA 2 CONNECTED LOAD:4152 VA 1 LOAD... CONNECTED LOAD... DEMAND FACTOR ESTIMATED DEMAND... PANEL TOTAL NOTES(N) TOTAL A PER Ø 14 A 13 A 8 A TOTAL VA PER Ø 1652 VA 1500 VA 1000 VA SPARE -- -- 1 20 A 23 0 0 24 20 A 1 -- -- SPARE SPARE -- -- 1 20 A 21 0 0 22 20 A 1 -- -- SPARE SPARE -- -- 1 20 A 19 0 0 20 20 A 1 -- -- SPARE SPARE -- -- 1 20 A 17 0 0 18 20 A 1 -- -- SPARE SPARE -- -- 1 20 A 15 0 0 16 20 A 1 -- -- SPARE SPARE -- -- 1 20 A 13 0 0 14 20 A 1 -- -- SPARE SPARE -- -- 1 20 A 11 0 0 12 20 A 1 -- -- SPARE EXISTING LTG LTG 1 1 20 A 9 500 0 10 20 A 1 -- -- SPARE EXISTING LTG LTG 1 1 20 A 7 500 152 8 20 A 1 8 LTG STERILE GATE LTS EXISTING LTG LTG 1 1 20 A 5 500 500 6 20 A 1 1 LTG EXISTING LTG EXISTING LTG LTG 1 1 20 A 3 500 500 4 20 A 1 1 LTG EXISTING LTG EXISTING LTG LTG 1 1 20 A 1 500 500 2 20 A 1 1 LTG EXISTING LTG N CIRCUIT DESCRIPTION LT Q P BRK C VA ØA VA ØB VA ØC C BRK P Q LT CIRCUIT DESCRIPTION N ENCLOSURE:NEMA-1 MAIN CB RATING:125 A MOUNTING:SURFACE WIRE:4 BUS RATING 150 A SUPPLY FROM: Ø:3 MAIN TYPE:MCB LOCATION:BG - ELEC RM VOLTS:120/208 Wye A.I.C. RATING:14KAIC PANEL: (E)EL1 7 6 5 ESTIMATED DEMAND:51 A 4 LTG 14633 VA 125%18291 VA CONNECTED CURRENT:41 A 3 ESTIMATED DEMAND:18291 VA 2 CONNECTED LOAD:14633 VA 1 LOAD... CONNECTED LOAD... DEMAND FACTOR ESTIMATED DEMAND... PANEL TOTAL NOTES(N) TOTAL A PER Ø 43 A 43 A 38 A TOTAL VA PER Ø 5038 VA 5057 VA 4538 VA Spare -- -- 1 20 A 41 0 0 42 20 A 1 -- -- Spare Spare -- -- 1 20 A 39 0 0 40 20 A 1 -- -- Spare Spare -- -- 1 20 A 37 0 0 38 20 A 1 -- -- Spare Spare -- -- 1 20 A 35 0 0 36 20 A 1 -- -- Spare EXISTING LTG LTG 1 1 20 A 33 500 0 34 20 A 1 -- -- Spare EXISTING LTG LTG 1 1 20 A 31 500 0 32 20 A 1 -- -- Spare EXISTING LTG LTG 1 1 20 A 29 500 500 30 20 A 1 1 LTG EXISTING LTG EXISTING LTG LTG 1 1 20 A 27 500 500 28 20 A 1 1 LTG EXISTING LTG EXISTING LTG LTG 1 1 20 A 25 500 500 26 20 A 1 1 LTG EXISTING LTG EXISTING LTG LTG 1 1 20 A 23 500 500 24 20 A 1 1 LTG EXISTING LTG EXISTING LTG LTG 1 1 20 A 21 500 500 22 20 A 1 1 LTG EXISTING LTG EXISTING LTG LTG 1 1 20 A 19 500 500 20 20 A 1 1 LTG EXISTING LTG EXISTING LTG LTG 1 1 20 A 17 500 500 18 20 A 1 1 LTG EXISTING LTG EXISTING LTG LTG 1 1 20 A 15 500 500 16 20 A 1 1 LTG EXISTING LTG EXISTING LTG LTG 1 1 20 A 13 500 500 14 20 A 1 1 LTG EXISTING LTG EXISTING LTG LTG 1 1 20 A 11 500 500 12 20 A 1 1 LTG EXISTING LTG EXISTING LTG LTG 1 1 20 A 9 500 500 10 20 A 1 1 LTG EXISTING LTG EXISTING LTG LTG 1 1 20 A 7 500 500 8 20 A 1 1 LTG EXISTING LTG EXISTING LTG LTG 1 1 20 A 5 500 38 6 20 A 1 2 LTG STERILE GATE LTS EXISTING LTG LTG 1 1 20 A 3 500 57 4 20 A 1 3 LTG STERILE GATE LTS EXISTING LTG LTG 1 1 20 A 1 500 38 2 20 A 1 2 LTG STERILE GATE LTS N CIRCUIT DESCRIPTION LT Q P BRK C VA ØA VA ØB VA ØC C BRK P Q LT CIRCUIT DESCRIPTION N ENCLOSURE:NEMA-1 MAIN CB RATING:125 A MOUNTING:SURFACE WIRE:4 BUS RATING 150 A SUPPLY FROM:(E)DP2 Ø:3 MAIN TYPE:MCB LOCATION:BG - ELEC ROOM VOLTS:120/208 Wye A.I.C. RATING:22KAIC PANEL: (E)LB 7 6 5 MTR 4000 VA 100%4000 VA ESTIMATED DEMAND:60 A 4 LTG 600 VA 125%750 VA CONNECTED CURRENT:60 A 3 PWR 8380 VA 100%8380 VA ESTIMATED DEMAND:21590 VA 2 REC 8460 VA 1st 10KVA @ 100%, Rest @ 50%8460 VA CONNECTED LOAD:21440 VA 1 LOAD... CONNECTED LOAD... DEMAND FACTOR ESTIMATED DEMAND... PANEL TOTAL NOTES(N) TOTAL A PER Ø 51 A 53 A 76 A TOTAL VA PER Ø 6100 VA 6280 VA 9060 VA -- -- -- -- --41 500 0 42 20 A 1 -- -- SPARE UPS PWR 1 2 20 A 39 500 0 40 30 A 1 -- -- SPARE SPARE -- -- 1 20 A 37 0 500 38 -- -- -- -- -- SPARE -- -- 1 20 A 35 0 500 36 20 A 2 1 PWR UPS SPARE -- -- 1 20 A 33 0 360 34 20 A 1 1 REC (NEW) SECURITY OFFICER PODIUM REC SPARE -- -- 1 20 A 31 0 600 32 20 A 1 1 PWR (NEW) BREACH GATE MUFIDS + WALL PLUG BEHIND BUSINESS CTR PWR 1 1 20 A 29 1000 600 30 20 A 1 1 PWR (NEW) BREACH GATE (NEW) CARD READERS PWR 4 1 20 A 27 240 600 28 20 A 1 1 PWR (NEW) BREACH GATE (NEW) BREACH GATE SPOT LIGHTS LTG 25 1 20 A 25 100 1620 26 20 A 1 1 REC GIFT SHOP & MODEL FLOOR REC CTR LOBBY FLOOR REC REC 1 1 20 A 23 1620 500 24 20 A 1 1 LTG GROUND LIGHTS ALONG EXT WALLS ABANDONED CIRCUIT -- -- 1 --21 -- 1620 22 20 A 1 1 REC LOBBY, FLOOR, MAIN ENTRY, ATM REC ABANDONED CIRCUIT -- -- 1 --19 -- 1620 20 20 A 1 1 REC IRRI TIMER, GIFTSHOPS REC -- -- -- -- --17 2000 360 18 20 A 1 1 PWR EXISTING LOAD ELEC WATER HEATER IN MECH ROOM MTR 1 2 25 A 15 2000 100 16 20 A 1 1 PWR EXHAUST FAN, EMPLOYEE RR CP-1 PWR 1 1 20 A 13 100 360 14 20 A 1 1 PWR CP ALARM & LIGHT, IN STORAGE ROOM ABANDONED CIRCUIT -- -- 1 20 A 11 0 360 12 20 A 1 1 PWR HVAC CONTROL PANEL FRONT RAISED PLANTER LT (DISCONNECTED) -- -- 1 20 A 9 0 360 10 20 A 1 1 PWR AUTOMATIC DOORS NEAR NEWSRACKS LIGHT & WALL PLUG IN MECH ROOM PWR 1 1 20 A 7 200 500 8 20 A 1 1 PWR AD.SIGNS ABOVE TELEPHONE BOOTHS ABANDONED CIRCUIT -- -- 1 20 A 5 0 1620 6 20 A 1 1 REC REC - OFFICES SOUTH OF BUSINESS CTR ABANDONED CIRCUIT -- -- 1 20 A 3 0 500 4 -- -- -- -- -- ABANDONED CIRCUIT -- -- 1 20 A 1 0 500 2 20 A 2 1 PWR UPS N CIRCUIT DESCRIPTION LT Q P BRK C VA ØA VA ØB VA ØC C BRK P Q LT CIRCUIT DESCRIPTION N ENCLOSURE:NEMA-1 MAIN CB RATING:225 A MOUNTING:SURFACE WIRE:4 BUS RATING 225 A SUPPLY FROM:(E)DP1 Ø:3 MAIN TYPE:MCB LOCATION:PIT ROOM VOLTS:120/208 Wye A.I.C. RATING:22KAIC PANEL: (E)PA 7 6 5 ESTIMATED DEMAND:80 A 4 CONNECTED CURRENT:80 A 3 PWR 28784 VA 100%28784 VA ESTIMATED DEMAND:28784 VA 2 CONNECTED LOAD:28784 VA 1 LOAD... CONNECTED LOAD... DEMAND FACTOR ESTIMATED DEMAND... PANEL TOTAL NOTES(N) TOTAL A PER Ø 81 A 79 A 81 A TOTAL VA PER Ø 9661 VA 9461 VA 9661 VA SACS PWR PNL-IFPM4 PWR 1 1 20 A 41 500 0 42 20 A 1 -- -- SPARE CMND CNTR DESK MDL PWR 1 1 20 A 39 500 0 40 20 A 1 -- -- SPARE CMND CNTR DESK EAST PWR 1 1 20 A 37 500 500 38 20 A 1 1 PWR EXISTING LOAD -- -- -- -- --35 167 500 36 20 A 1 1 PWR OPS -- -- -- -- --33 167 500 34 20 A 1 1 PWR OPS SPARE PWR 1 3 60 A 31 167 0 32 20 A 1 -- -- SPARE CMND CNTR DESK WEST PWR 1 1 20 A 29 500 500 30 20 A 1 1 PWR EXISTING LOAD (NEW) ACCESS CONTROL PANEL PWR 1 1 20 A 27 300 500 28 20 A 1 1 PWR AIR CANADA RACK MTC-5,18,AMRC-2 PWR 1 1 20 A 25 500 500 26 20 A 1 1 PWR MTC-6 DATA RACK PWR 1 1 20 A 23 500 500 24 20 A 1 1 PWR EXISTING LOAD DATA RACK PWR 1 1 20 A 21 500 500 22 20 A 1 1 PWR AUDIO RACK SACS PWR PNL-IFPM1.1 PWR 1 1 20 A 19 500 500 20 20 A 1 1 PWR FINGERPRINT COUNTER PLUGS IRMU-2,MTC-17, DIP B2, D1-D6, 2B1-2B2 PWR 1 1 20 A 17 500 500 18 20 A 1 1 PWR AIRPORT 1 PLUG IRMU-3, MTC-14, GIP 10,10A, DIP A1-8, B1, 2B3 PWR 1 1 20 A 15 500 500 16 20 A 1 1 PWR FIBER BOARD REC MTC-7,8,9 PWR 1 1 20 A 13 500 500 14 20 A 1 1 PWR LIGHT THIS ROOM & NEXT -- -- -- -- --11 3328 500 12 20 A 1 1 PWR MTC-3,4 -- -- -- -- --9 3328 500 10 20 A 1 1 PWR E.O.C. LOWER PLG ESC-1 PWR 1 3 60 A 7 3328 500 8 20 A 1 1 PWR CMD CONSOL E PLG -- -- -- -- --5 0 1667 6 -- -- -- -- -- -- -- -- -- --3 0 1667 4 -- -- -- -- -- MAIN MCB PWR 1 3 100 A 1 0 1667 2 60 A 3 1 PWR SURGE COMPRESSOR N CIRCUIT DESCRIPTION LT Q P BRK C VA ØA VA ØB VA ØC C BRK P Q LT CIRCUIT DESCRIPTION N ENCLOSURE:NEMA-1 MAIN CB RATING:100 A MOUNTING:SURFACE WIRE:4 BUS RATING 100 A SUPPLY FROM: Ø:3 MAIN TYPE:MCB LOCATION:PIT ROOM VOLTS:120/208 Wye A.I.C. RATING:22KAIC PANEL: (E)ES-11 2100 E Route 66, Suite 210 Glendora, CA 91740 626.650.0350 | www.pbsengineers.com © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2015 NOT TO SCALE NOT FOR CONSTRUCTION Tel +1 213.327.3600 Fax +1 213.327.3601 500 South Figueroa Street Los Angeles, CA 90071 USA PALM SPRINGS INTERNATIONAL AIRPORT 3400 E Tahquitz Canyon Way, Palm Springs CA 10/4/2024 12:05:40 PMAutodesk Docs://005.2097.004 - PSP - Baggage Claim Expansion/05.2097.004 - PSP - Bag Claim Expansion_MEP.rvtBR-E0.006 TITLE 24 FORMS 005.4833.002 PSP Breach Gate - Replacement 10/04/2024 BREACH GATE 90% CONSTRUCTION DOCUMENT ISSUE ASPHASPHBARRICADECONCCONCUP 7 '-5 "8'-11" 9 '-0 "9'-3"15'-2"16'-8"4'-5" 1 '-7" 4 '-5 "5'-6"1 '-8" 2 '-11 "3'-2"14 '-10 " 7'-0"14 '-7 "7 '-7 "4'-6"5'-2"37'-3"1 4'-0" 13 '-1 "7 '-10 "13 '-8 "12 '-1 "2 0'-3"15'-4"15 '-11 "7'-6"8'-2"40'-7"18 '-0 "1 0'-9"2'-10"6'-6"6 '-9 "5'-9" 2'-6" 3 '-4 "7'-8" 11 '-3 "4 '-10"35'-5"11'-0"38'-6"9'-4" 9 7'-9 "9'-6"12'-3"8'-3"5'-8"6'-0"6'-0"6'-10"3'-3"3'-8"3'-3"3'-8"2'-9"4'-9"ETD (GENERIC)LANE 3LANE 6LANE 2LANE 1LANE 4LAN E 5 S EC U R ITY G RILLE S EC UR IT Y G RILLE S E C U RE S T S O P O D IU M P S R T S A .S T O R A G E PRECHECKSTAFFN O N S E C U R E A D A S T A N D A R D DEFPOINTSDEFAULT NON-PLOTTING LAYER BI NSEMPTY BINSEMPTYX-RAY6040aTiXHEIMANNBELTTUNNELBELTHSCX-RAY6040aTiXHEIMANNBELTTUNNELBELTHSCBI NSEM PTYBI NSEM PTY AVSAVSLRoofL3AITENTEREXITTCOPETD1,800 lb sFRONT 3 RADA GATE 3'-9"3' BINSEMPTY BINS EMPTY BINSEMPTY BINSEMPTYL X-RAY6040aTiXHEIMANNBELTTUNNELBELTHSCX-RAY6040aTiXHEIMANNBELTTUNNELBELTHSCETDAVSL3 2 2 224 4 1 AV S BINSEMPTYBINSEMPTYBINSEMPTYBINSEMPTY BINSEMPTY BINSEMPTY WAITHERE SMITHSDETECTIONHI-SCAN6040 CTiXPCAVS TABLE630 TABLE630 BI NSEMPTY35.0000 24.0000BINSEMPTY35.000024.0000 BI NSEM PTY 0.00000.0000 TABLE630 X-RAY6040 aTiXHEIMANNTABLE630 TABLE630 S.S.L4 1 R3'-9" 3' 4 127.3"48.7"24.4"27.3"48.7"24.4"27.3"24.4"80.0"30.0"3 27.3"24.4"73.2"27.3"24.4"80.0"30.0"E TDFRONT L3 PROVISION2AIT2ENTEREXITLADA GATE 3'-9"3'TABLE24x24 S.S.ET D TABLE630 TABLE630 TABLE630 TABLE630 TABLE630 TABLE630 TABLE630 TABLE630 1L3 PROVISION2AIT2ENTEREXITLADA GATE 3'-9"3'TABLE 24x24 S.S.E TD 4ETDAVSBINSEMPTYBINSEMPTY BI NSEM PTYBI NSEMPT YA -A N N O -DI M -E E X I ST ING P L AN D IM EN S IO N S (O N M O D E L S P AC E ) E -A NN O -NO T E T E X T, KE Y NO T ES , S Y MB OL S E -P O W R-D P OW E R - D EM O E -POW R-E P O W E R - E X IS T IN G E -P O W R-N P OW E R - N EW E -C O M M -N T E L E C O MM U N ICA TI O N S - N E W E -C O M M -E T E L E C O MM U N ICA TI O N S - E X I S T IN G E -CO M M -D T E L EC O M M U N IC A T IONS - D EM OE-A NN O -D IM E L E CT R IC A L D EV IC E D IM E N S IO NS G -AN N O -N PL T G EN ERA L IN F O RM A TI O N - N O N P LOT A -FL O R-IDE N F L O O R PL A N B AC K GR O UN D - R OO M N AM E AN D N U M B ER IN D EN T I FI C AT IO N A-EQI P -C E Q UIP M E N T - R EL O C AT E D AN D C O M M O N T O B O T H I N IT IA L A N D F INA L A-G R ID B U IL D ING G R ID L IN E S (INC L U D IN G GRI D M A R K E R S ) A -E Q IP-E E Q UIP M E N T - E XI S T IN G T O R E M AI N A-EQI P -IE Q UIP M E N T - IN S TA L L ED D U RI N G IN IT IA L A -E Q IP-F E Q U IP M EN T - IN S T AL L E D D U RI N G F INA L A-AN NO -DI M -F FI N A L PL A N D IM E NS ION S (O N M OD E L S P AC E ) 0 D EF A U L T L AY E R A -A N N O -DI M -II N ITIA L P LA N DI M E N S IO N S (O N M ODE L S P AC E ) A-AN N O -N OT E T E X T, KE Y NO T E S, S Y M B O L S * G -AN N O-L OG O L O GO G -AN N O -T TB L T I T L E B L OC K (IN CL U DIN G AT T RIB U T E S ) G -AN N O -R EV S T ITLE BL OC K RE V IS IO N IN FOR M A TI O N G -AN N O-V P R T VI E W PO R T -NO N P L O T G -AN N O -X R EF E X T E R N A L R E F ERE N CE A-FL O R -N FL O OR P L A N B AC K GR O UN D - N E W W ORK A-FL O R -E FL O OR P L A N B A CK G R O UND - W ALL S , DOO R S , W IN DO W S - E X IS T IN G T O R E M AI N A-FL O R -D F L O O R PL A N B AC K GR O UN D - W AL L S , DO O RS , W IN D O WS - D EM OLI T IO N A-EQI P -D E Q U IP M EN T - E X IS TI N G TO B E D EM OLI S H E D D EF PO I N T S D EF A U L T N O N-PL O T T IN G L A Y ER41 W TM D CEIA 115V 20A Twist Lock TC-L5-15AWTMD CEIA115V 20A Twist Lock TC-L5-15AW TM D CEIA 115V 20A Twist Lock TC-L5-15AL4T SA.S3DOT.CORNER96 C96NA1FURN MOD. CORNER POST DOT.48X72.48000 48G P1FULL HEIGHT GLASS ZG17712.28375 2 8.375 GP8 FULL HEIGHT GLASS DOT.CORNER96 C96NA1FURN MOD. CORNER POST DOT.48X72.48000 48GP1FULL HEIGHT GLASS DOT.48X72.48000 48GP1FULL HEIGHT GLASS DOT.48X72.48000 48GP1FULL HEIGHT GLASS DOT.48X72.48000 48GP1FULL HEIGHT GLASS DOT.CORNER96 C 96N A1 FURN MOD. CORNER POST DOT.36X72.36000 3 6GP2FULL HEIGHT GLASS ZG18936.44375.L 44.375D 6L FH PIVOT 48484848BI NSEMPTY35.0000 24.0000 BINS EM PTYBI NSEM PTYBENCH CATCATCATCATCATCATCATCATCATPROJECT LOCATION BR-E3.001 02 BR-E3.001 01 2100 E Route 66, Suite 210 Glendora, CA 91740 626.650.0350 | www.pbsengineers.com 24 480 192 SHEET NOTES GENERAL NOTES KEY PLAN © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2015 NOT FOR CONSTRUCTION Tel +1 213.327.3600 Fax +1 213.327.3601 500 South Figueroa Street Los Angeles, CA 90071 USA PALM SPRINGS INTERNATIONAL AIRPORT 3400 E Tahquitz Canyon Way, Palm Springs CA 96 1" = 60'-0"10/4/2024 12:05:57 PMAutodesk Docs://005.2097.004 - PSP - Baggage Claim Expansion/05.2097.004 - PSP - Bag Claim Expansion_MEP.rvtBR-E2.000 ELECTRICAL OVERALL SITE PLAN 005.4833.002 PSP Breach Gate - Replacement SCALE:1" = 60'-0" BR -ELECTRICAL OVERALL SITE PLAN1 10/04/2024 BREACH GATE 90% CONSTRUCTION DOCUMENT ISSUE H G 54.1 XC26 BREACH GATE LOBBY BREACH GATE BREACH GATE LOBBY FUTURE CONCESSION (E)2 2 H G 54.1 XC26 1 1 1 1 1 1 1 1 1 1 2100 E Route 66, Suite 210 Glendora, CA 91740 626.650.0350 | www.pbsengineers.com 24 480 192 SHEET NOTES GENERAL NOTES KEY PLAN © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2015 NOT FOR CONSTRUCTION Tel +1 213.327.3600 Fax +1 213.327.3601 500 South Figueroa Street Los Angeles, CA 90071 USA PALM SPRINGS INTERNATIONAL AIRPORT 3400 E Tahquitz Canyon Way, Palm Springs CA 96 1/4" = 1'-0"10/4/2024 12:06:24 PMAutodesk Docs://005.2097.004 - PSP - Baggage Claim Expansion/05.2097.004 - PSP - Bag Claim Expansion_MEP.rvtBR-ED2.001 ELECTRICAL DEMOLITION PLANS 005.4833.002 PSP Breach Gate - Replacement 10/04/2024 BREACH GATE 90% CONSTRUCTION DOCUMENT ISSUE SCALE:1/4" = 1'-0" ELECTRICAL DEMOLITION PLAN - BREACH GATE - LEVEL 0102 SCALE:1/4" = 1'-0" ELECTRICAL DEMOLITION RCP - BREACH GATE - LEVEL 0101 1.COORDINATE DEMOLITION WORK WITH ALL RELATED DISCIPLINES INCLUDING MECHANICAL AND PLUMBING. 2.REFER TO DEMOLITION NOTES ON SHEET BR-E0.002 FOR ADDITIONAL INFORMATION. 3.CONTRACTOR TO FIELD COORDINATE WITH OWENER FOR ALL DEVICES THAT NEED TO BE TURNED OVER AFTER REMOVAL OF SUCH DEVICES. 4.CONTRACTOR TO RECONNECT ALL EXISTING LIGHT FIXTURES OR ELECTRICAL DEVICES THAT ARE MEANT TO REMAIN THAT ARE AFFECTED BY THIS DEMOLITION WORK. CONTRACTOR TO FIELD VERIFY, RECONNECT AS REQURIED AND REROUTE EXISTING FEEDERS AS NECCESSARY TO ACCOMMODATE NEW DESIGN PLANS. 5.ALL ABANDONED/EMPTY CONDUTIS AND CONDUCTORS SHALL BE REMVOED BACK TO THE SOURCE. 1.EXISTING LIGHT FIXTURES TO BE DISCONNECTED AND REMOVED. CUT BACK CONDUIT TO THE NEAREST DEVICE TO REMAIN. RETURN LIGHT FIXTURES TO OWNERS' REPRESENTATIVE. 2.EXISTING REVOLVING DOOR TO BE DEMOLISHED IN ITS ENTIRETY. CUT BACK CONDUIT TO POINT OF ENTRY INTO SPACE. PULL OUT WIRING BACK TO SOURCE. # J J J J JJJ J H G 54.1 XC26 BREACH GATE LOBBY BREACH GATE BREACH GATE LOBBY FUTURE CONCESSION (E) 27 27 27 34 27 32 30 28 25 F2 25 F2 25 F2 25 F2 25 F2 25 F2 25 F2 25 F2 25 F2 25 F2 25 F2 25 F2 25 F2 25 F2 25 F2 25 F2 25 F2 25 F2 25 F2 25 F2 25 F2 25 F2 25 F2 25 F2 (E)PA-34 (E)PA-27 (E)PA-25 (E)PA-28 (E)PA-32 (E)PA-30 1 11 2 2 2 2 3 4 (TYP. ALL F2 FIXTURES) 5 H G 54.1 XC26 BREACH GATE LOBBY BREACH GATE BREACH GATE LOBBY CONCESSIONS 8 F1E 6 F1 8 F1E 6 F1 8 F1E 4 F1 8 F1E 4 F1 8 F1E 4 F1 8 F1E 2 F1 8 F1E 2 F1 8 F1E CONNECT TO EXISTING FIXTURE ON EMERGENCY CIRCUIT EL1-8CONNECT TO EXISTING NORMAL CIRCUITS LB-2,4,6 2100 E Route 66, Suite 210 Glendora, CA 91740 626.650.0350 | www.pbsengineers.com 24 480 192 SHEET NOTES GENERAL NOTES KEY PLAN © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2015 NOT FOR CONSTRUCTION Tel +1 213.327.3600 Fax +1 213.327.3601 500 South Figueroa Street Los Angeles, CA 90071 USA PALM SPRINGS INTERNATIONAL AIRPORT 3400 E Tahquitz Canyon Way, Palm Springs CA 96 1/4" = 1'-0"10/4/2024 12:06:03 PMAutodesk Docs://005.2097.004 - PSP - Baggage Claim Expansion/05.2097.004 - PSP - Bag Claim Expansion_MEP.rvtBR-E2.001 ELECTRICAL REMODEL PLANS 005.4833.002 PSP Breach Gate - Replacement SCALE:1/4" = 1'-0" BR - BREACH GATE - ELECTRICAL OVERALL CONSTRUCTION PLAN02 SCALE:1/4" = 1'-0" BR - LIGHTING REMODEL CONSTRUCTION PLAN - LEVEL 0101 10/04/2024 BREACH GATE 90% CONSTRUCTION DOCUMENT ISSUE 1.CONDUCTORS FOR A MULTI-WIRE BRANCH CIRCUIT SHALL ORIGINATE FROMT HE SAME PANELBOARD. THE BRANCH CIRCUIT SHALL BE PROVIDED WITH A MEANS THAT WILL SIMULTANIOUSLY DISCONNECT ALL UNGROUNDED CONDUCTORS AT THE POINT WHERE THE BRANCH CIRCUIT ORIGINATES. 2.PROVIDE SEPARATE NEUTRAL CONDUCTORS FOR EACH UNGROUDNED CIRCUIT CONDUCTOR PER NEC 210.4(B) REQUIREMENTS. 3.ELECTRICAL CONTRACTOR TO VERIFY EXISTING POWER CIRCUITS PRIOR TO ANY ROUGH-IN. 4.NO HOME RUNS UNDER TOILET AND WET AREAS. 5.FOR ALL OUTLETS, CONTRACTOR SHALL PORVIDE SUFFICIENT CONDUIT BENDS ADN CLEARANCES WITH THE STRUCTURE. 6.ELECTRICAL CONTRACTOR SHALL COORDINATE THE EXACT LOCATION AND MOUNTING HEIGHT OF DEVICES WITH ARCHITECTURAL DRAWINGS PRIOR TO ROUGH-IN. 7.ELECTRICAL EQUIPMENT SHALL BE LISTED OR CERTIFIED BY A CITY OF PALM SPRINGS RECOGNIZED ELECTRICAL TESTING LABORATORY OR APPROVED BY THE DEPARTMENT. 1.PROVIDE CEILING MOUNTED JUNCTION BOX FOR NEW EXIT LANE BREACH CONTROL SYSTEM. 2.PROVIDE CEILING MOUNTED JUNCTION BOX FOR NEW CARD READER. 3.PROVIDE REMOTE DRIVER FOR BREACH GATE LED SPOT LIGHTS. 4.MOUNT FIXTURES TO BREACH GATE FRAME. COORDINATE WITH SECURITY DRAWINGS FOR EXACT MOUNTING LOCATIONS OF THE FIXTURES. 5.PROVIDE DUAL POWER/DATA POKE-THRU TYPE FLOOR BOX FOR PODIUM SET IN SLAB ON GRADE. COORDINATE WITH ARCHITECT FOR EXACT LOCATION. # Calculation Summary Label CalcType Units Avg Max Min Avg/Min Max/Min BREACH GATE Illuminance Fc 26.77 48.6 7.2 3.72 6.75 Calculation Summary Label CalcType Units Avg Max Min Avg/Min Max/Min BREACH GATE Illuminance Fc 14.18 33.8 1.0 14.18 33.80 7.0 15.6 18.6 12.2 7.6 11.6 18.3 16.2 8.3 5.4 10.4 17.9 16.6 8.2 11.1 26.6 32.9 19.9 11.6 18.7 32.3 27.9 13.2 8.3 16.9 31.6 28.9 13.1 9.5 21.9 26.7 17.2 10.7 16.3 26.5 23.3 12.0 7.8 14.6 25.8 23.7 11.2 9.8 12.4 10.3 8.6 10.3 13.2 12.5 8.8 6.8 8.2 11.5 10.2 3.5 6.6 11.5 14.7 12.3 9.7 11.3 14.3 12.5 7.2 4.5 3.0 2.2 7.7 19.9 29.4 22.1 13.5 18.1 28.6 24.4 11.2 3.5 1.1 2.2 8.1 21.3 32.6 23.8 14.4 19.4 31.6 26.9 12.0 3.6 1.0 2.9 6.6 13.1 17.9 14.5 10.3 12.7 17.5 15.1 8.0 3.9 2.2 7.6 10.0 9.5 9.0 9.7 11.2 11.0 9.1 7.3 7.3 8.9 7.8 18.7 23.0 15.3 9.9 14.6 22.9 20.2 10.9 7.3 13.0 21.9 20.2 27.2 33.8 20.3 11.9 19.1 33.1 28.5 13.5 8.4 17.2 32.5 29.6 18.8 22.7 14.6 8.9 13.8 22.3 19.6 9.9 6.3 12.4 21.8 20.2 7.2 8.4 5.8 3.9 5.5 8.3 7.4 4.1 2.8 5.0 8.1 7.6 7.2 16.8 23.6 25.1 26.2 26.1 27.4 28.1 26.3 21.3 17.9 20.1 17.1 8.2 11.4 28.4 40.8 41.6 45.2 43.2 46.7 47.4 45.4 35.9 28.9 34.8 29.5 13.1 10.0 24.1 34.2 35.6 38.3 37.0 39.3 40.2 38.6 30.9 25.1 29.3 24.9 11.5 13.7 19.2 20.9 22.0 21.8 22.8 23.5 22.0 18.2 15.2 16.4 13.7 14.6 20.4 22.2 23.3 22.9 24.2 24.9 23.3 19.1 16.0 17.3 14.6 25.5 36.3 37.6 40.5 38.9 41.6 42.5 41.0 32.3 26.1 30.9 26.4 27.6 40.0 40.6 44.3 42.0 45.6 46.4 44.5 35.2 28.3 33.7 28.8 16.9 23.9 25.7 26.8 26.5 27.9 28.5 26.7 21.9 18.4 20.3 17.3 12.7 17.7 19.1 20.1 19.9 20.9 21.4 19.9 16.5 14.0 15.0 12.6 21.1 29.7 31.9 33.4 32.9 34.5 35.6 33.6 26.7 22.6 25.4 21.7 29.1 41.9 42.7 46.4 44.2 47.8 48.6 46.6 36.8 29.5 35.8 30.2 20.3 28.7 30.3 32.0 31.4 33.2 34.1 32.4 25.9 21.4 24.4 20.7 7.8 11.0 11.9 12.4 12.4 13.0 13.3 12.5 10.3 8.7 9.3 7.8 H G 54.1 XC26 H G 54.1 XC26 2100 E Route 66, Suite 210 Glendora, CA 91740 626.650.0350 | www.pbsengineers.com 24 480 192 © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2015 NOT FOR CONSTRUCTION Tel +1 213.327.3600 Fax +1 213.327.3601 500 South Figueroa Street Los Angeles, CA 90071 USA PALM SPRINGS INTERNATIONAL AIRPORT 3400 E Tahquitz Canyon Way, Palm Springs CA 96 1/4" = 1'-0"10/4/2024 12:06:09 PMAutodesk Docs://005.2097.004 - PSP - Baggage Claim Expansion/05.2097.004 - PSP - Bag Claim Expansion_MEP.rvtBR-E2.002 ELECTRICAL PHOTOMETRIC PLANS 005.4833.002 PSP Breach Gate - Replacement SCALE:1/4" = 1'-0" BR - EMERGENCY PHOTOMETRICS PLANS - LEVEL 0101SCALE:1/4" = 1'-0" BR - NORMAL PHOTOMETRICS PLANS - LEVEL 0102 10/04/2024 BREACH GATE 90% CONSTRUCTION DOCUMENT ISSUE J(E)PA (E)DP1 (E)ES-11 (E)ES-11-27 27 FOR NEW ACCESS CONTROL PANEL 1 (E)LB (E)EL1 (E)DP2 ET1 2100 E Route 66, Suite 210 Glendora, CA 91740 626.650.0350 | www.pbsengineers.com 24 480 192 SHEET NOTES GENERAL NOTES KEY PLAN © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2015 NOT FOR CONSTRUCTION Tel +1 213.327.3600 Fax +1 213.327.3601 500 South Figueroa Street Los Angeles, CA 90071 USA PALM SPRINGS INTERNATIONAL AIRPORT 3400 E Tahquitz Canyon Way, Palm Springs CA 96 1/4" = 1'-0"10/4/2024 12:06:14 PMAutodesk Docs://005.2097.004 - PSP - Baggage Claim Expansion/05.2097.004 - PSP - Bag Claim Expansion_MEP.rvtBR-E3.001 ELECTRICAL ENLARGED PLANS 005.4833.002 PSP Breach Gate - Replacement 10/04/2024 BREACH GATE 90% CONSTRUCTION DOCUMENT ISSUE SCALE:1/4" = 1'-0" BR - ENLARGED EXISTING PIT ROOM02 SCALE:1/4" = 1'-0" BR - ENLARGED EXISTING ELECTRICAL ROOM01 1. CONDUCTORS FOR A MULTI-WIRE BRANCH CIRCUIT SHALL ORIGINATE FROMT HE SAME PANELBOARD. THE BRANCH CIRCUIT SHALL BE PROVIDED WITH A MEANS THAT WILL SIMULTANIOUSLY DISCONNECT ALL UNGROUNDED CONDUCTORS AT THE POINT WHERE THE BRANCH CIRCUIT ORIGINATES. 2. PROVIDE SEPARATE NEUTRAL CONDUCTORS FOR EACH UNGROUDNED CIRCUIT CONDUCTOR PER NEC 210.4(B) REQUIREMENTS. 3. ELECTRICAL CONTRACTOR TO VERIFY EXISTING POWER CIRCUITS PRIOR TO ANY ROUGH-IN. 4. NO HOME RUNS UNDER TOILET AND WET AREAS. 5. FOR ALL OUTLETS, CONTRACTOR SHALL PORVIDE SUFFICIENT CONDUIT BENDS ADN CLEARANCES WITH THE STRUCTURE. 6. ELECTRICAL CONTRACTOR SHALL COORDINATE THE EXACT LOCATION AND MOUNTING HEIGHT OF DEVICES WITH ARCHITECTURAL DRAWINGS PRIOR TO ROUGH-IN. 7. ELECTRICAL EQUIPMENT SHALL BE LISTED OR CERTIFIED BY A CITY OF PALM SPRINGS RECOGNIZED ELECTRICAL TESTING LABORATORY OR APPROVED BY THE DEPARTMENT. 1. PANEL INFORMATION IS PROVIDED BASED ON FIELD WALK. CONTRACTOR TO VERIFY THE AVAILABILITY OF SPARE CIRCUITS AND PROVIDE A DEDICATED CIRCUIT ACCORDINGLY. # #12 G.I. (MIN.) LIGHT FIXTURE SUPPORT WIRE. CONNECT PER SPECIFICATION 265100 3.04(B)(3). REFER TO ARCHITECTURAL CEILING DETAILS FOR TYPICAL ATTACHMENT TO STRUCTURE 1 1/2" CARRYING CHANNEL, SPAN BETWEEN CEILING JOISTS WITH END MOUNTING BRACKETS ATTACHED AT EACH END WITH #10 SMS FOR CHANNEL SUPPORT, TYPICAL OF 2. FIXTURE HOUSING ASSEMBLY, WEIGHT APPROX. 5 LBS. QUICK MOUNTING BRACKET ON BOTH SIDES OF HOUSING 4 TIGHT TURNS MIN. IN 1 1/2" FINISHED CEILING SEE DETAIL FOR FIRE-SEAL REQUIREMENTS FINISH FLOOR. REFER TO ARCHITECTURAL DOCUMENTS. INTEGRAL JUNCTION BOX EMT CONDUIT FIRE STOP WAFFERS 4 HOUR MINUMUM UNLESS NOTED OTHERWISE BRASS FLUSH POKE-THROUGH WITH WIRING DEVICE AS INDICATED ON ELECTRICAL DOCUMENTS. FRONT VIEW CONDUIT (EMT) STEEL STUD 3M FIRE BARRIER MOLDABLE PUTTY SIDE VIEW 3M FIRE BARRIER MOLDABLE PUTTY CONDUIT (EMT)STEEL STUD 1 OR 2 HR. FIRE RATED GYPSUM WALLBOARD ASSEMBLY METALLIC OUTLET BOX (UNPROTECTED) STEEL STUD 1 OR 2 HR. FIRE RATED GYPSUM WALLBOARD ASSEMBLY CONDUIT (EMT) FINISHED FLOOR CL 3/4" CONDUIT VIEW FROM SECURED SIDE CEILING LINE FINISHED FLOOR 3/4" CONDUIT VIEW FROM NON-SECURED SIDE 1. COORDINATE ALL ELECTRICAL ROUGH-IN REQUIREMENTS WITH DOOR MANUFACTURER AND ACCESS CONTROL VENDOR PRIOR TO START OF WORK. 2. COORDINATE ALL DOOR CARD READER LOCATIONS WITH ARCHITECTURAL DRAWINGS PRIOR TO START OF WORK. CEILING LINE NOTES: 4S BOX 1G RING (VERTICAL) OPEN TO NON-SECURED SIDE. (CARD READER) CONNECT TO 4S BOX FOR EXIT BUTTON 4S BOX 1G RING (VERTICAL) OPEN TO SECURED SIDE. (EXIT BUTTON) 120V ROUGH-IN AS REQUIRED 4S BOX 2G RING OPEN TO NO SECURED SIDE. (J-BOX) 4S BOX 1G RING (HORIZONTAL) OPEN TO SECURED SIDE. (MAG LOCK, REX, DOOR CONTACT) 42" A.F.F.2100 E Route 66, Suite 210 Glendora, CA 91740 626.650.0350 | www.pbsengineers.com 24 480 192 © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2015 NOT FOR CONSTRUCTION Tel +1 213.327.3600 Fax +1 213.327.3601 500 South Figueroa Street Los Angeles, CA 90071 USA PALM SPRINGS INTERNATIONAL AIRPORT 3400 E Tahquitz Canyon Way, Palm Springs CA 96 N.T.S.10/4/2024 12:06:19 PMAutodesk Docs://005.2097.004 - PSP - Baggage Claim Expansion/05.2097.004 - PSP - Bag Claim Expansion_MEP.rvtBR-E5.001 ELECTRICAL DETAILS 005.4833.002 PSP Breach Gate - Replacement 10/04/2024 BREACH GATE 90% CONSTRUCTION DOCUMENT ISSUE SCALE:N.T.S. RECESSED DOWNLIGHT1 SCALE:N.T.S. POKE-THRU DEVICE3SCALE:12" = 1'-0" POKE-THRU INSTALLATION5 SCALE:N.T.S. SURFACE MOUNTED RECEPTACLE/JUNCTION BOX INSTALLATION2 SCALE:N.T.S. CARD READER CONDUIT PREP4 17"432 22 1/4"568 14"355 20 1/2"520 27 1/4"690 11 3/4"300 22 1/4"567 22 1/4"568 14"355 20 1/2"520 27 1/4"690 11 3/4"300 22 1/4"566 18 1/2"469 9" 231 41 3/4" 1060 13" 330 41 3/4" 1060 13" 330 41 3/4" 1060 Stereo Sensor stereo sensor Stereo Sensor stereo sensor LED - Leuchten LED spot light LED - Leuchten LED spot light Durchwurferkennung thrown object detection Offnungssensoren opening sensor 169 1/2" 4303 Landside Airside 46 3/4"1185 43 1/4"1100 74 3/4"1900 43 1/4"1100 81 1/2"2071 9 3/4"2501 Orthos PIL-M02 dreifach Anlage Var. 3c -Gesamthöhe 2468 mm [97 1/4"] -Gesamtbreite 4303 mm [169 1/2"] -Antriebe in der Anlage integriert -Integrierte USV -Signalanlage (Kreuz-Pfeil-Piktogramm 90m auf der Luftseite -Einsperren von Personen wird durch Befreientaster verhindert -Türöffnung über Sensor auf der Luftseite -Infrarot Lichtgitter über die komplette Länge der Anlage auf zur Personendetektion und -schutz, als Offnungssensor sowie zur Erkennung von hinterlassenen Gegenständen (min. 50x50x50 mm, ca. 1.97"] x [1.97"] x [1.97"]) Achtung: bei spiegelnden Böden können Fehlschaltungen auftreten -Multifunktionsprofil am Boden mit integriertem Lichtgitter u Glasaufnahme -Multifunktionsprofil oben mit integriertem Kabelkanal und Glasaufnahme -Oberfläche: Edelstahl geschliffen K 320 / AlSI 304 -Montage auf tragfähigem Fertigfußboden Mannshohe, zweiflügelige Drehflügeltür -Portalhöhe 2348 mm [92 1/2"] -Durchgangshöhe 2100 mm [82 3/4"] -Durchgangsbreite ca: 1120 mm [44"] -Verglasung: VSG 6 mm (ANSI Z97.1-2004) -Nassverlasung Fa. dormakaba Zweiflügelige, schnelllaufende, halbhohe Schwenktüranlage -Gesamthöhe 900 mm [35 1/2"] -Flügelhöhe ca 900 mm [35 1/2"] -Durchgangsbreite ca 1120 mm 44"] -Polycarbonat Flügel (klar) mit Einbahnstraßensymbolen Netzausfallverhalten -Drehflügeltür Luftseite geschlossen und verriegelt, letzte Bewegung schließen und verriegeln mittels integrierter USV -alle weiteren Drehflügeltüren: geschlossen und nicht verriegelt, letzte Bewegung schließen mittels integrierter USV, danach Türflügel frei drehbar -Schwenktüren letzte Bewegung schließen mittels integrierter USV, danach Türflügel frei drehbar Ausstattungsmerkmale -Verglasung Seitenwände: VSG 10 mm [0.39"] (ANSI Z97.1-2004), Trockenverglasung vor Ort -Glasstöße mit Blechstreifen (Edelstahl) abgedeckt und vor Ort versiegelt -Bürsten an Unterkanten der Türflügel (Bürstenprofil eloxiert C0) -Gegenrichtungssensor auf Stereobasis -Schließen und Alarmierung bei Begehung in Gegenrichtung Sprachmodul (Sprache: Englisch) -Durchwurferkennung von Gegenständen min.Ø100mm, v_max. 10m/s Achtung: bei spiegelnden Böden können Fehlschngen auftreten! -Beleuchtung: 8 LED-Leuchten (je 4W) Ø75 mm je Durchgang -Bedienung über OPL 05 (Reinigen, Service, Blockieren, Freischalten Gruppendauerfreigabe Auslass, Dauerfreigabe Auslass) mit Schlüsseltaster für baus. Euro-Halbzylinder eingebaut im Portalpfosten Luftseite Portalpfosten Luftseite Portalpfosten Luftseite -Schlüsseltaster Reinigen vorgerichtet für baus. Euro -Halbzylinder eingebaut im -Schlüsseltaster Service vorgerichtet für baus. Euro -Halbzylinder eingebaut im Funktionsablauf -siehe Dokumentennummer: 32214DE Betriebsanleitung -Kennzeichnung der Verglasung bauseits 1 Orthos PIL-M02 triple unit var, 3c total height 2468 mm [97 1/4" -total width:4303 mm (169 1/2"] -integrated drive units -Integrated UPS -light display on the airside (cross and arrow symbol) -Set free button to avoid entrapment of pedestrians -opening sensor on airside portal -Infrared light grids throughout the length of the corridor in the bottom profile system. Combined functionalities for presence detection, pedestrian safety, door opening and left object detection (min 50x50x50 mm, approx. [1.97"] x [1.97"] x [1.97") Attention: Reflecting floors may cause false detections of the light grid! -multifunctional bottom profile with integrated light grids and glass fixing -multifunctional top profile with integrated cable conduit and glass fixing -finish: grinded stainless steel K 320/ AISI 304 -installation on load-bearing finished floor level Full height, two leaf swing door portal height 2348 mm 92 1/2"] -passage height 2100 mm [82 3/4"] -passage width approx.: 1120 mm 44" -glazing laminated safety glass 6 mm 1/4" (ANSI Z97.1-2004) -wet-glazed by dormakaba Half height, fast moving two-winged swing door -total height 900 mm [35 1/2"] -passage width approx 900 mm [35 1/2"] height of barrier elements approx 1120 mm [44"] polycarbonate door leaves (clear) with one-way symbols on airside and landside Behavior during power failure -full height swing door airside: closed and locked, last movement is closing and locking through integrated UPS -all other full height swing doors: closed and unlocked, last movement is closing through UPS, then doorwings freely rotateable -half height swing doors: last movement is closing through UPS, then doorwings locking through integrated UPS,freely rotateable Features sidewall glazing: laminated glass 10 mm [0.39")(ANSI Z97.1-2004), dry glazing on site -glass joints covered with sheet metal stripes of stainless steel and wet sealed on site -brushes at the bottom of the door leaves (brush profiles anodized C0) -stereo sensor for detection of movements in opposite direction -closing during alarm/breach alarm -voice module (language: English) -thrown objects detection min. 0100mm 4v max. 10m/s Attention: Reflecting floors may cause false detections of the sensor! -lighting: 8 LED spot lights (4W each) 075 mm per lane -OPL 05 (cleaning, maintenance, block, release, interlock Mode continuous release exit) with key switch for customer's Euro half cylinder installed in full height swing door post at the airside -key switch for cleaning function for customer's Euro half cylinder installed in full height swing door post at the airside -key switch for maintenance function for customer's Euro half cylinder installed in full height swing door post at the airside Functional sequence -see Document number: 32214EN Operation manual -warning labeing on glazing by ohters 10 r length l r length Cylinder by builder door section key switch (OPL) key switch (cleaning key switch (maintenance) electrical cabinet number of cylinders Type length l r 40 10 30 30 30 3010 10 040 40 40 Half Cylinder Half Cylinder Half Cylinder Half Cylinder 3 3 3 3 Attention: The top of the unit cannot bear loads! Achtung: Es dürfen keine bauseitigen Lasten uber die Anlagea abgeleitet werden! Kreuz-Pfeil-Piktogramm cross and arrow symbol FFB FFL Kabelzuleitung power supply Kabelzuleitung power supply2468 [97 1/4"]2348 [92 1/2"]2100 [82 3/4"]approx. 1120 [44"] 14 [1/2"] 421 [16 1/2"] 1000 [39 1/2"] 3000 [118"]3000 [118"] 185 [7 1/4"]2468 [97 1/4"]Stereo Sensor stereo sensor 402 [15 3/4"]2740 [107 3/4"]Kabelzulueitung power supply Kabelzulueitung power supply As indicated PIL-M02_16 triple unit var. 3C PW1120 2040377663 Checker22.03.2018 BM22.03.2018 floorfinish in accordance to DIN18202 +/22 mm required Sprinkler installation Zone Orthos PIL on top not walkable Orthos PIL oben nicht begehbar 1/4 1052 [41 1/2"]1087 [42 3/4"]1158 [45 1/2"]1300 [51 1/4"]VSG 10mm laminated safty glass (ANSI Z97.1-2004)Bedieneinheit operation panel Schlüsseltaster OPL (Schließung A) key switch for OPL (closing A) Schlüsseltaster Reinigen (SchlieBung B) key switch for cleaning function (closing B) SchlieBung A closing A Schlüsseltaster Service (Schließung A) key switch for maintenance function (closing A) Kabelzulueitung power supply VSG 6mm laninated safety glass ANSI Z97.1-2004 Befreientaste Release push button Befreientaste Release push button VSG 6mm laninated safety glass ANSI Z97.1-2004 Stereo Sensor stereo sensor 4797 [188 3/4"] 3000 [118"]2285 [90"] Kabelzulueitung power supply Schaltschrank electrical cabinet Schnitt 2-2/ Section 2-2 Durchwurferkennung thrown objects detection 1 : 10 PIL-M02_16 TRIPLE UNIT VAR. 3c PW1120 2040377663- JJH22.03.2018 BBM22.03.2018 floorfinish in accordance to DIN 18202 +2 mm required 2/4 250 [9 3/4"]341 [13 1/2"]659 [26"]341 [13 1/2"]2659 [104 3/4"]341 [13 1/2"]2519 [85"]500 [19 3/4"]356 [14"]185 [7 1/4"] 1000 [39 1/4"]2000 [78 3/4"]2000 [78 3/4"] 1000 [39 1/4"] Durchwurferkennung thrown objects detection halbhohe Schwenktur haf height swing door halbhohe Schwenktur haf height swing door Schaltschrank electrical cabinet approx. 1120 [44"]approx. 1120 [44"]approx. 1120 [44"] 4300 [169 1/4"] Bedieneinheit operation panel65 [2 1/2"]240 [9 1/2"] 1836 [72 1/4"] 240 [9 1/2"] 2760 [108 3/4"] 240 [9 1/2"] 760 [30"] 240 [9 1/2"]145 [5 3/4"]60 [2 1/4"]7606 [299 1/2"]1390 [54 3/4"]1390 [54 3/4"]1390 [54 3/4"] approx. 1120 [44"]approx. 1120 [44"]approx. 1120 [44"] 1 : 15 PIL-M02_16 TRIPLE UNIT VAR. 3c PW1120 2040377663.. JJH22.03.2018 BM22.03.2018 4/4 128 [5"]1653 [65"]lichtgitter Light grid approx. 1120 [44"] lichtgitter Light grid lichtgitter Light grid halbhohe Schwenktur haf height swing door halbhohe Schwenktur haf height swing door 904 [35 1/2"]50 [2"] VSG 10mm laminated safty glass (ANSI Z97.1-2004) VSG 10mm laminated safty glass (ANSI Z97.1-2004) Schnitt 1-1 / Section 1-! 4303 [196 1/2"] 1 : 5 PIL-M02_16 TRIPLE UNIT VAR. 3c PW1120 2040377664 JJH22.03.2018 BM22.03.2018 floorfinish in accordance to DIN 18202 +2 mm required 3/4 Palm Springs International Airport TERRAZZO FLOORING REPLACEMENT Palm Springs International Airport (PSP) 3400 East Tahquitz Canyon Way Palm Springs, CA 92262 12/13/2024 90% CONSTRUCTION DOCUMENT FINISH UPDATE ISSUE CLIENT PALM SPRINGS INTERNATIONAL AIRPORT 3400 EAST TAHQUITZ CANYON WAY PALM SPRINGS, CA 92262 ARCHITECT GENSLER 500 SOUTH FIGUEROA STREET LOS ANGELES, CA 90071 213.327.3600 NEIL MCLEAN NEIL_MCLEAN@GENSLER.COM © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2024 AS INDICATED Tel +1 213.327.3600 Fax +1 213.327.3601 500 South Figueroa Street Los Angeles, CA 90071 USA PALM SPRINGS INTERNATIONAL AIRPORT 3400 E Tahquitz Canyon Way, Palm Springs CA 12/6/2024 8:23:05 PMAutodesk Docs://005.4833.000 - PSP - On-Call/005.4833.000 - PSP - ARCH - DOC - Terrazzo Flooring Replacement - R23.rvtG0.000 COVER SHEET 005.4833.001 PSP - ARCH - DOC - Terrazzo Flooring Replacement - 10/31/2024 90% CONSTRUCTION DOCUMENTS ISSUE 12/13/2024 90% CONSTRUCTION DOCUMENTS FINISH UPDATE ISSUE Project Name - CAM UP CAM F E C F E C F E C FECF E C MAIN TERMINAL BONO CONCOURSE AQUA CALIENTE HOLDROOM TICKETING COURTYARD PROJECT LOCATIONBAG CLAIM EXPANSION UNDER SEPARATE PERMIT SSCPTSA COORDINATION REQUIRED FOR SSCP BREACH GATE UNDER SEPARATE PERMIT NOT IN CONTRACT AREA OF WORK LEGEND A #.###-XX SECTOR NAME PLAN DESIGNATOR .1XX = SLAB EDGE PLANS .2XX = CONSTRUCTION PLANS .3XX = PARTITION PLANS .4XX = DIMENSION PLANS .5XX = POWER & COM PLANS .6XX = REFLECTED CEILING PLANS .7XX = FINISH PLANS .8XX = FURNITURE PLANS .9XX = SPECIALTY PLANS SHEET TYPE 0 = GENERAL 1 = SCHEDULES 2 = PLANS 3 = ENLARGED PLANS 4 = BUILDING ELEVATION/SECTION 5 = SECTIONS 6 = NOT USED 7 = ELEVATIONS 8 = DETAILS DISCIPLINE LS = LIFE SAFETY A = ARCHITECTURE C = CIVIL S = STRUCTURAL E = ELECTRICAL L = LIGHTING M = MECHANICAL P = PLUMBING T = TELECOM B = BAGGAGE HANDLING SYSTEMS D DEMO PLAN IDENTIFIER © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2024 AS INDICATED Tel +1 213.327.3600 Fax +1 213.327.3601 500 South Figueroa Street Los Angeles, CA 90071 USA PALM SPRINGS INTERNATIONAL AIRPORT 3400 E Tahquitz Canyon Way, Palm Springs CA 12/6/2024 8:23:23 PMAutodesk Docs://005.4833.000 - PSP - On-Call/005.4833.000 - PSP - ARCH - DOC - Terrazzo Flooring Replacement - R23.rvtA0.001 PROJECT INFO 005.4833.001 PSP - ARCH - DOC - Terrazzo Flooring Replacement PROJECT DESCRIPTION CODE SHEET INDEX PALM SPRINGS AIRPORT SITE PLAN VINCINITY MAP PROJECT LOCATION: 3400 E TAHQUITZ CANYON WAY, PALM SPRINGS, CA 92262 PROJECT DESCRIPTION EXISTING FLOOR FINISH TO BE REPLACED WITH EPOXY TERRAZZO. PROJECT DATA SCOPE OF WORK AREA: 35,935 SF NO NEW FLOOR AREA IS ADDED. USE AND OCCUPANCY TYPE MIXED USE PASSENGER AIR TERMINAL -ASSEMBLY (A-2 & A-3) -STORAGE (S-1 & S-2) -OFFICE (B) -CONCESSION (M) NO CHANGE IN USE OR OCCUPANCY TYPE TYPE OF CONSTRUCTION: TYPE IIB (EXISTING) FULLY SPRINKLERED BUILDING PRIMARY FRAME: 1 HOUR FLOOR CONSTRUCTION: 1 HOUR (N/A) ROOF CONSTRUCTION: 1 HOUR NON-BEARING WALLS AND PARTITIONS EXTERIOR: NON-RATED, NONCOMBUSTIBLE PER TABLE 602 (30'+ FIRE SEPARATION DISTANCE PROVIDED) EXTERIOR WALL OPENINGS: NON-RATED FIRE BARRIER WALLS: ELECTRICAL ROOMS CONTAINING TRANSFORMERS GREATER THAN 112.5 KVA - 1 HOUR INFORMATION TECHNOLOGY SPACES - 1 HOUR SPRINKLERS: FULLY SPRINKLERED. STANDPIPE: EXISTING CLASS I MANUAL INTERIOR WALL AND CEILING FINISH REQUIREMENTS: INTERIOR EXIT STAIRWAYS, EXIT RAMPS AND EXIT PASSAGEWAYS: B, EXCEPT FOR C IN S OCCUPANCIES CORRIDORS AND ENCLOSURE FOR EXIT ACCESS STAIRWAYS AND EXIT ACCESS RAMPS: B, EXCEPT FOR C IN B, M, AND S OCCUPANCIES ROOMS AND ENCLOSED SPACES: C B:=Flame spread index 26-75; smoke-developed index 0-450. C:=Flame spread index 76-200; smoke-developed index 0-450. PARKING SUMMARY NO NEW BUILDING AREA: NO ADDITIONAL PARKING REQUIRED APPLICABLE CODES (WITH AMENDMENTS) DEFERRED SUBMITTALS SEPARATE PERMIT APPLICATION ADMINISTRATIVE CODE: BUILDING CODE: ELECTRICAL CODE: MECHANICAL CODE: PLUMBING CODE: FIRE CODE: EXISTING BUILDING CODE: NATIONAL FIRE PROTECTION ASSOCIATION (NFPA) STANDARDS, AS REFERENCED BY THE LABC AND LAFC/CFC. 2022 CALIFORNIA ADMINISTRATIVE CODE (PART 1 OF CALIFORNIA CODE OF REGULATIONS (CCR) TITLE 24). 2022 CALIFORNIA BUILDING CODE (PART 2 OF CCR TITLE 24), WHICH IS BASED ON 2021 INTERNATIONAL BUILDING CODE PUBLISHED BY INTERNATIONAL CODE COUNCIL (ICC). 2022 CALIFORNIA ELECTRICAL CODE (PART 3 OF CCR TITLE 24), WHICH IS BASED ON 2020 NATIONAL ELECTRICAL CODE PUBLISHED BY NATIONAL FIRE PROTECTION ASSOCIATION (NFPA). 2022 CALIFORNIA MECHANICAL CODE (PART 4 OF CCR TITLE 24), WHICH IS BASED ON 2021 UNIFORM MECHANICAL CODE PUBLISHED BY INTERNATIONAL ASSOCIATION OF PLUMBING AND MECHANICAL OFFICIALS (IAPMO). 2022 CALIFORNIA PLUMBING CODE (PART 5 OF CCR TITLE 24), WHICH IS BASED ON 2021 UNIFORM PLUMBING CODE PUBLISHED BY IAPMO. 2022 CALIFORNIA FIRE CODE (PART 9 OF CCR TITLE 24), WHICH IS BASED ON 2021 INTERNATIONAL FIRE CODE PUBLISHED BY INTERNATIONAL CODE COUNCIL (ICC). 2022 CALIFORNIA EXISTING BUILDING CODE (PART 10 OF CCR TITLE 24), WHICH IS BASED ON 2021 INTERNATIONAL EXISTING BUILDING CODE PUBLISHED BY INTERNATIONAL CODE COUNCIL (ICC). - NN SHEET NUMBER SHEET NAME G0.000 COVER SHEET A0.001 PROJECT INFO A0.100 ARCHITECTURAL GRAPHIC SYMBOLS/ABBREVIATIONS A0.300 FINISH SCHEDULE AD2.200 OVERALL DEMOLITION PLAN AD2.201-B2 DEMOLITION PLAN - B2 AD2.202-B3 DEMOLITION PLAN - B3 AD2.203-C2 DEMOLITION PLAN - C2 AD2.204-C3 DEMOLITION PLAN - C3 AD9.001 EXISTING SITE PHOTO - DEMOLITION A2.700 OVERALL FINISH PLAN A2.701-B2 FINISH PLAN - B2 A2.702-B3 FINISH PLAN - B3 A2.703-C2 FINISH PLAN - C2 A2.704-C3 FINISH PLAN - C3 A3.101 ENLARGED PLANS AND SECTIONS A8.001 ARCHITECTURAL DETAILS A8.002 ARCHITECTURAL DETAILS Grand total: 18 10/31/2024 90% CONSTRUCTION DOCUMENTS ISSUE 12/13/2024 90% CONSTRUCTION DOCUMENTS FINISH UPDATE ISSUE Project Name - NOT IN CONTRACT AREA OF WORK REMOVE EXISTING CARPET FLOOR FINISH REMOVE EXISTING TERRAZZO FLOOR FINISH REMOVE EXISTING TILE FLOOR FINISH WHITE EPOXY TERRAZZO GREY EPOXY TERRAZZO - DARK © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2024 AS INDICATED Tel +1 213.327.3600 Fax +1 213.327.3601 500 South Figueroa Street Los Angeles, CA 90071 USA PALM SPRINGS INTERNATIONAL AIRPORT 3400 E Tahquitz Canyon Way, Palm Springs CA 12/6/2024 8:23:25 PMAutodesk Docs://005.4833.000 - PSP - On-Call/005.4833.000 - PSP - ARCH - DOC - Terrazzo Flooring Replacement - R23.rvtA0.100 ARCHITECTURAL GRAPHIC SYMBOLS/ABBREVIATIONS 005.4833.001 PSP - ARCH - DOC - Terrazzo Flooring Replacement SECTION INDICATIONS ACOUSTICAL CEILING TILE ALUMINUM BRICK CARPET CONCRETE CONCRETE MASONRY UNIT CUT STONE EARTH FABRIC WRAPPED PANEL GLASS GRAVEL GYPSUM PLASTER INSULATION (LOOSE OR BATT) INSULATION (RIGID) METAL PLYWOOD PRE-CAST PANELS SAND OR GROUT STONE WOOD (FINISHED ) WOOD (CONTINUOUS MEMBER) WOOD (INTERRUPTED MEMBER) PLASTIC MS S FINISH CEILING HEIGHT SYMBOL GRID STARTPOINT SYMBOL MOTION SENSOR CEILING MOUNTED SPEAKER CEILING MOUINTED CAMERA CEILING MOUNTED SPRINKLER HEAD CEILING MOUNTED SMOKE DETECTOR E DENOTES EXISTING TO REMAIN R DENOTES EXISTING TO BE RELOCATED ACCESS DOOR REFLECTED CEILING CEILING MOUNTED STROBE LIGHT ACOUSTICAL CEILING AND GRID CEILING HEIGHT CHANGE SYMBOL xx'-xx" xx'-xx" X'-X" AT1 CEILING FINISH TAG CEILING MOUNTED EXIT SIGNS WALL MOUNTED EXIT SIGNS - PARALLEL WALL MOUNTED EXIT SIGNS - PERPENDICULAR LIGHT FIXTURES FLUORESCENT LIGHT FIXTURE FLUORESCENT LIGHT FIXTURE / EMERGENCY CIRCUIT EXISTING LIGHT FIXTURE TO BE REMOVED UNDER CABINET FLUORESCENT FIXTURE FLUORESCENT STRIP FIXTURE FLUORESCENT PENDANT FIXTURE RECESSED DOWNLIGHT RECESSED ADJUSTABLE DOWNLIGHT RECESSED WALL WASHER TRACK LIGHTING SURFACE MOUNTED LIGHT FIXTURE WALL SCONCE LIGHT SWITCH D DIMMER SWITCH MECHANICAL FIXTURES RETURN AIR SUPPLY AIR CIRCULAR DIFFUSER LINEAR DIFFUSER EXHAUST FAN SD FEC XX XX.XXX SIM A11.XX 1 1 1 NEW PARTITION EXISTING CONSTRUCTION TO REMAIN EXISTING CONSTRUCTION TO BE DEMOLISHED EGRESS PATH PRIMARY EGRESS PATH SECONDARY SMOKE PARTITION 3 HR. RATED PARTITION 4 HR. RATED PARTITION 2 HR. RATED PARTITION 1 HR. RATED PARTITION MILLWORK ABOVE MILLWORK COLUMN GRID LINES AND REFERENCE NUMBER COLUMN GRID REFERENCE NUMBER DETAIL NUMBER SHEET NUMBER DESCRIPTION OF SIMILAR OR OPPOSITE AREA TO BE DETAILED LOCATION ON SHEET WHERE ELEVATION IS SHOWN DIRECTION OF ELEVATION INTERIOR AND EXTERIOR ELEVATION MARKER ROOM NAME ROOM NUMBER SHEETNOTE REFERENCE PARTITION TYPE REFERENCE - SEE SHEET G0-70 FOR ADDITIONAL INFORMATION DOOR REFERENCE NUMBER (REFER TO DOOR SCHEDULE) XX WINDOW REFERENCE NUMBER (REFER TO WINDOW SCHEDULE) PH-2 EQUIPMENT REFERENCE NUMBER (REFER TO EQUIPMENT PLAN) ELEVATION DATUM REFERENCE MATCH LINE SYMBOL ALIGN WITH ESTABLISHED / ADJACENT SURFACES WALL MOUNTED LIFE SAFETY EQUIPMENT AND DEVICES FIRE WARDEN STATION SYMBOL WALL MOUNTED FIRE ALARM STROBE SYMBOL FIRE ALARM PULL SYMBOL WALL MOUNTED, FIRE EXTINGUISHER CABINET WALL MOUNTED FIRE HOSE CABINET WALL MOUNTED FIRE VALVE WALL MOUNTED FIRE VALVE CABINET REVISION REFERENCE NUMBER REVISION CLOUD DEPICTING AREA REVISED CONSTRUCTION +6" 0" XXX NAME 1234 01 A3A1 ALIGN MATCH LINE SEE XX/XX SHEET NUMBER WHERE ELEVATION IS SHOWN FIRE RATING FLOOR ELEVATION TRANSITION DIRECTION OF PHOTOGRAPH 2/ A11.XX SHEET NUMBER WHERE PHOTOGRAPH IS SHOWN FHC FVC FAP FV FAS FWS GRAPHIC SYMBOLSABBREVIATIONSABBREVIATIONS SECTION INDICATIONS ACOUSTICAL CEILING TILE ALUMINUM BRICK CARPET CONCRETE CONCRETE MASONRY UNIT CUT STONE EARTH FABRIC WRAPPED PANEL GLASS GRAVEL GYPSUM PLASTER INSULATION (LOOSE OR BATT) INSULATION (RIGID) METAL PLYWOOD PRE-CAST PANELS SAND OR GROUT STONE WOOD (FINISHED ) WOOD (CONTINUOUS MEMBER) WOOD (INTERRUPTED MEMBER) PLASTIC A.D. AREA DRAIN A.F.F. OR AFF ABOVE FINISH FLOOR A.P. ACCESS PANEL A/C. AIR CONDITIONING ABV. ABOVE ACOUS. ACOUSTICAL ACP ACOUSTICAL CEILING PANEL ADD'L. ADDITIONAL ADJ. ADJUSTABLE OR ADJACENT AL. ALUMINUM AN. ANODIZED ANCH. ANCHOR APPROX. APPROXIMATE ARCH. ARCHITECTURAL ASPH. ASPHALT ASS'Y. ASSEMBLY ATC ACOUSTICAL CEILING TILE AUTO. AUTOMATIC AWC ACOUSTICAL WALL PANELS B.L. BUILDING LINE B.O. BOTTOM OF BD. BOARD BLDG. BUILDING BLK. BLOCK BM. BEAM BOT. BOTTOM BRK. BREAK BRKT. BRACKET BSMT. BASEMENT BTWN. BETWEEN C.B. CATCH BASIN C.G. CORNER GUARD C.I. CAST IRON C.I.P CAST IN PLACE C.J. CONTROL JOINT C.O. CLEAR OPENING C.T. CERAMIC TILE CAB. CABINET CAT. CATEGORY CER. CERAMIC CLG. CEILING CLO. CLOSET CLR CLEAR CMU CONCRETE MASONRY UNIT COL. COLUMN CONC. CONCRETE CONN. CONNECTION CONST. CONSTRUCTION CONT. CONTINUOUS CONTR. CONTRACTOR CORR. CORRIDOR CPT CARPET CPTT CARPET TILE CTR. CENTER CTRL. CONTROL D.F. DRINKING FOUNTAIN D.O. DOOR OPENING D.P. DAMP PROOFING D.S. DOWNSPOUT DBL. DOUBLE DEMO. DEMOLITION DEPT. DEPARTMENT DET. OR DTL. DETAIL DIA. OR DIAM. DIAMETER DIM. DIMENSION DISP. DISPENSER DN. DOWN DR DOOR DRN DRAIN DWG. DRAWING DWGS. DRAWINGS DWR. DRAWER E. EAST E.G.R. ENHANCED GATE READER E.J. EXPANSION JOINT E.S. EXPOSED STRUCTURE E.W. EACH WAY E.W.C. ELECTRIC WATER COOLER EA. EACH EL. OR ELEV. ELEVATION ELBC EXIT LANE BREACH CONTROL ELEC. OR ELECT. ELECTRICAL EMERG. OR EMER. EMERGENCY ENCL ENCLOSURE EQ EQUAL EQUIP. EQUIPMENT EXIST. EXISTING EXP. OR EXPAN. EXPANSION EXT. EXTERIOR F.A. FIRE ALARM F.D. FLOOR DRAIN F.E. FIRE EXTINGUISHER F.E.C. FIRE EXTINGUISHER CABINET F.H.C. FIRE HOSE CABINET F.H.R. FIRE HOSE REEL F.HT. FULL HEIGHT F.O.C. FACE OF CONCRETE F.O.F. FACE OF FINISH F.O.S. FACE OF STUD F.S. FULL SIZE F.V.C. FIRE VALVE CABINET FDN. FOUNDATION FIN. FINISH FL. OR FLR. FLOOR FLASH FLASHING FLUOR. FLUORESCENT FPRF. FIREPROOF(ING) FR. FRAME FRP FIBERGLASS REINFORCED PLASTIC FSTNR. FASTENER FT. FOOT OR FEET FTG. FOOTING FURR. FURRING FUT. FUTURE G.B. GRAB BAR G.C. GENERAL CONTRACTOR GA. GAUGE GALV. GALVANIZED GFRG GLASS FIBER REINFORCED GYPSUM GL. GLASS GND. GROUND GR. GRADE GRN GRANITE GSW GYPSUM SHAFT WALL GYP. BD. GYPSUM BOARD H.B HOSE BIB H.C. HOLLOW CORE H.K. HOUSEKEEPING H.M. HOLLOW METAL HCP. HANDICAPPED HD. HAND HDW. OR HDWR. HARDWARE HDWD. HARDWOOD HNDRL. HANDRAIL HORZ. HORIZONTAL HR. HOUR HT. HEIGHT HVAC HEATING, VENTILATION, AIR CONDITIONING I.D. INSIDE DIAMETER/DIMENSION IN. INCH INCL. INCLUDE(D)(ING) INFO. INFORMATION INSUL. INSULATION INT. INTERIOR INV. INVERT JAN CLO. JANITOR CLOSET JAN. JANITOR JST. JOIST JT. JOINT L LEG LAB. LABORATORY LAM. LAMINATE LAV. LAVATORY LKR. LOCKER LT. LIGHT M. METER M.H. MANHOLE M.O. MASONRY OPENING MAS. MASONRY MATL. MATERIAL MAX MAXIMUM MBL. MARBLE MECH. MECHANICAL MEMB. MEMBRANE MEP. MECHANICAL, ELECTRICAL, PLUMBING MFG. MANUFACTURER MIN. MINIMUM MIR. MIRROR MISC. MISCELLANEOUS MTD. MOUNTED MTL. METAL MUL. MULLION N NORTH N.I.C. NOT IN CONTRACT N.T.S. NO TO SCALE NO. NUMBER NOM. NOMINAL O.C. ON CENTER O.D. OUTSIDE DIAMETER/DIMENSION OEM ORIGINAL EQUIPMENT MANUFACTURER OFF. OFFICE OPNG. OPENING OPP. OPPOSITE OPP.HD. OPPOSITE HAND OVHD. OVERHEAD OZ. OUNCE P.C. PRECAST CONCRETE P.LAM. PLASTIC LAMINATE PAV. PAVING PC. PIECE PL. PLATE PLAS. PLASTIC PLBG. PLUMBING PLYWD. PLYWOOD PMMP PREMANUFACTURED METAL PANEL PNT. PAINT POL. POLISHED PR. PAIR PRCST. PRECAST PREMANUF. PREMANUFACTURED PT. POINT PTD. PAINTED PTN. PARTITION R. RADIUS R.D. ROOF DRAIN R.O. ROUGH OPENING RCP REFLECTED CEILING PLAN REBAR REINFORCING BAR REF. REFERENCE REFG. REFRIGERATOR REINF. REINFORCED REQD. REQUIRED RESIL. RESILIENT REV. REVISION RFL. REFLECTED RM. ROOM S. SOUTH S.C. SOLID CORE S.H. SPRINKLER HEAD S.S. STAINLESS STEEL SAN. SANITARY SCHED. OR SCHD. SCHEDULE SEC. SECURITY SECT. SECTION SEW. SEWER SGL. SINGLE SHT. SHEET SHWR. SHOWER SIM. SIMILAR SPEC. OR SPECS. SPECIFICATION(S) SPKR. SPEAKER SQ. SQUARE SQ. FT. OR S.F. SQUARE FOOT (FEET) SQ. YD. OR S.Y. SQUARE YARD(S) STA. STATION STD. STANDARD STL. STEEL STOR. STORAGE STRUCT. STRUCTURE OR STRUCTURAL SUSP. SUSPENDED SYM. SYMMETRICAL T&G TONGUE & GROOVE T. TREAD T. OR TEMP. TEMPERED T.O.C. TOP OF CONCRETE T.O.CMU TOP OF CMU T.O.D. TOP OF DECK T.O.O. TOP OF T.O.P. TOP OF PARAPET T.O.S. TOP OF STEEL T.O.S.S. TOP OF STRUCTURAL SLAB T.V. TELEVISION TEL. TELEPHONE THK. THICK TLT. TOILET TYP. TYPICAL U.N.O UNLESS NOTED OTHERWISE UNF. UNFINISHED UR. URINAL V.I.F. VERIFY IN FIELD VB. VAPOR BARRIER VERT. VERTICAL VEST. VESTIBULE W. WEST OR WIDTH W.B. WEATHER BARRIER W.C. WATER CLOSET W.P. WATERPROOF W/ WITH W/O WITHOUT WD. WOOD WDW. WINDOW WR/GB WATER RESISTANT GYP. BOARD WSCT. WAINSCOT WT. WEIGHT - 10/31/2024 90% CONSTRUCTION DOCUMENTS ISSUE 12/13/2024 90% CONSTRUCTION DOCUMENTS FINISH UPDATE ISSUE Project Name - FINISH MATERIALS LEGENDFINISH MATERIALS LEGENDFINISH MATERIALS LEGENDFINISH MATERIALS LEGEND DESCRIPTION: EPOXY TERRAZZO FLOORING WITH BRASS DIVIDERS SUPPLIER: INSTALLER COLOR: MATCH ARCHITECTS SAMPLE #15488-1 (OPTION 1 -SAMPLE D) BY CORRADINI CORP. FINISH: MATCH ARCHITECTS SAMPLE #15488-1 (OPTION 1 - SAMPLE D) BY CORRADINI CORP. LOCATION: FLOOR AND WALL BASE. SEE FINISH PLANS. THICKNESS: 3/8" SUBSTRATE: ANTI-FRACTURE MEMBRANE UNDERLAYMENT 09 66 23 RESINOUS MATRIX TERRAZZO FLOORING TZ-01 TERAZZO FLOOR AND WALL BASE DESCRIPTION: EPOXY TERRAZZO FLOORING WITH BRASS DIVIDERS SUPPLIER: INSTALLER COLOR: MATCH ARCHITECTS SAMPLE #15564-1 BY CORRADINI CORP. FINISH: MATCH ARCHITECTS SAMPLE #15564-1 BY CORRADINI CORP. LOCATION: FLOOR AND WALL BASE. SEE FINISH PLANS. THICKNESS: 3/8" SUBSTRATE: ANTI-FRACTURE MEMBRANE UNDERLAYMENT 09 66 23 RESINOUS MATRIX TERRAZZO FLOORING TZ-02 © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2024 AS INDICATED Tel +1 213.327.3600 Fax +1 213.327.3601 500 South Figueroa Street Los Angeles, CA 90071 USA PALM SPRINGS INTERNATIONAL AIRPORT 3400 E Tahquitz Canyon Way, Palm Springs CA 12/6/2024 8:23:27 PMAutodesk Docs://005.4833.000 - PSP - On-Call/005.4833.000 - PSP - ARCH - DOC - Terrazzo Flooring Replacement - R23.rvtA0.300 FINISH SCHEDULE 005.4833.001 PSP - ARCH - DOC - Terrazzo Flooring Replacement - 10/31/2024 90% CONSTRUCTION DOCUMENTS ISSUE 12/13/2024 90% CONSTRUCTION DOCUMENTS FINISH UPDATE ISSUE Project Name - CAM UP CAM A B C C.1 5 6 J H X X 7 8 54.1 54.1 52.1 9 10 11 12 13 14 15 16 16.4 16.7 E 17 18 19 GG 20 FF EE CB CC CA C3 C4 C2 C1 C5 B2C2 B3C3 NORTH TICKETING HALL BREACH GATE UNDER SEPARATE PERMIT TSA COORDINATION REQUIRED FOR SSCP N.I.C. SOUTH TICKETING HALL N.I.C. N.I.C. N.I.C. N.I.C.N.I.C. N.I.C. N.I.C. N.I.C. (EX) MECH. (EX) KITCHEN (EX) CONCESSIONS (EX) RESTAURANT (EX) MECH. BAGGAGE SCREENING L.2 L.1 (EX) ENTRY 3 0 ' - 0 "V IF30' - 0 "3 0 ' - 0 "30' - 0" VIF 30' - 0" 30' - 0" 30' - 0" VIF 30' - 0" 30' - 0" 30' - 0" 30' - 0" 30' - 0" 22' - 7" 15' - 0" 30' - 0" 30' - 0"48' - 0"2 7 ' - 0 "2 0 ' - 0 "2 0 ' - 0 "2 7 ' - 0 "28' - 0"27' - 8" N.I.C. D A.2 DD.5 C2 C3B2 B 3 NOT IN CONTRACT AREA OF WORK REMOVE EXISTING CARPET FLOOR FINISH REMOVE EXISTING TERRAZZO FLOOR FINISH REMOVE EXISTING TILE FLOOR FINISH A. AIRPORT OPERATIONS TO BE MAINTAINED THOUGHOUT PHASED CONSTRUCTION. GENERAL CONTRACTOR TO SUBMIT DETAILED PHASING PLANS AND SCHEDULE FOR REVIEW AND APPROVAL BY THE AIRPORT AND TSA (SSCP ONLY) PRIOR TO COMMENCING CONSTRUCTION. REFER TO PROJECT MANUAL SPECIFICATION 01 10 00 SECTION 1.3. B. GENERAL CONTRACTOR TO PROVIDE AND MAINTAIN BARRICADES, LIGHTING, AND GUARDRAILS AS REQUIRED BY APPLICABLE CODES AND REGULATIONS TO PROTECT OCCUPANTS OF BUILDING AND OTHER WORKERS. GENERAL CONTRACTOR TO SUBMIT BARRICADE DESIGN TO AIRPORT FOR APPROVAL. C. CONTRACTOR TO FIELD VERIFY ALL DIMENSIONS AND EDGE CONDITIONS SHOWN ON PLANS. INFORMATION ON PLANS FOR EXISTING CONDITIONS HAS BEEN OBTAINED FROM AVAILABLE SOURCES/RECORD DRAWINGS, AND IS NOT GUARANTEED TO BE ACCURATE IN ALL ASPECTS. D. REFER TO A0.100 FOR SYMBOLS AND ABBREVIATIONS. E. REFER TO A2 SERIES DRAWINGS FOR CONSTRUCTION PLANS AND OTHER PLAN REFERENCES. F. MAINTAIN ALL SYSTEMS ADJACENT TO DEMO AREA. G. PATCH, REPAIR, AND PREPARE ALL AFFECTED AREAS IN PREPARATION FOR NEW WORK. H. IF DEMOLITION IS PERFORMED IN EXCESS OF THAT REQUIRED, RESTORE AFFECTED AREAS AT NO COST TO THE OWNER. I. REMOVE EXISTING FLOOR FINISHES AND PREPARE SUBFLOOR AS REQUIRED FOR NEW FLOOR FINISHES J. DEBRIS, RUBBISH, AND OTHER MATERIALS RESULTING FROM DEMOLITION OPERATIONS. K. SSCP TSA COORDINATION IS NOT IN SCOPE. L. EXISTING WALKER DUCTS, FLOOR MOUNTED OUTLETS, ELECTRICAL ACCESS NEED TO BE IDENTIFIED AND COORDINATED BY GENERAL CONTRACTOR. M. VERIFY ALL FLOOR-MOUNTED OUTLETS IN FIELD. REMOVE FACE PLATES, INSTALL EPOXY TERRAZZO, AND REINSTALL FACE PLATES WITH IMPROVED ALIGNMENT WHERE POSSIBLE. N. VERIFY ALL SURFACE-MOUNTED RACEWAYS AND RECEPTACLES IN FIELD. TEMPORARILY REMOVE FOR EPOXY TERRAZZO FLOOR FINISH INSTALLATION, THEN REINSTALL TO ORIGINAL CONDITION. EXISTING WIRING TO REMAIN IN PLACE. 4 80 32 GENERAL NOTES KEY PLAN © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2024 Tel +1 213.327.3600 Fax +1 213.327.3601 500 South Figueroa Street Los Angeles, CA 90071 USA PALM SPRINGS INTERNATIONAL AIRPORT 3400 E Tahquitz Canyon Way, Palm Springs CA 16 As indicated 12/6/2024 8:23:36 PMAutodesk Docs://005.4833.000 - PSP - On-Call/005.4833.000 - PSP - ARCH - DOC - Terrazzo Flooring Replacement - R23.rvtAD2.200 OVERALL DEMOLITION PLAN 005.4833.001 PSP - ARCH - DOC - Terrazzo Flooring Replacement SCALE:1/16" = 1'-0" OVERALL DEMOLITION PLAN1 - N LEGEND 10/31/2024 90% CONSTRUCTION DOCUMENTS ISSUE 12/13/2024 90% CONSTRUCTION DOCUMENTS FINISH UPDATE ISSUE Project Name - FEC FECFEC C2 C3B2 B 3 A.1 A A B B C C C.1 2 3 4 5 6 J H 7 8 54.1 54.1 5.8 (EX) MEN RESTROOM (EX) WOMEN RESTROOM (EX) MECH. (EX) MECH. (EX) MECH. (EX) CONCESSION KITCHEN (EX) CONCESSIONS (EX) STAIR #3 (EX) STAIR #2 (EX) RESTAURANT INFORMATION DESK BAG CLAIM EXPANSION UNDER SEPARATE PERMIT FOR REFERENCE ONLY N.I.C. N.I.C. (EX) UTILITY RM. 01 01 02 03 04 04 04 04 01 05 06 07 01 01 0808 08 09 10 10 11 11 25 0430' - 0"30' - 0"30' - 0"30' - 0"30' - 0"30' - 0"30' - 0"30' - 0"30' - 0" 10 D A.2 NOT IN CONTRACT AREA OF WORK REMOVE EXISTING CARPET FLOOR FINISH REMOVE EXISTING TERRAZZO FLOOR FINISH REMOVE EXISTING TILE FLOOR FINISH A. AIRPORT OPERATIONS TO BE MAINTAINED THOUGHOUT PHASED CONSTRUCTION. GENERAL CONTRACTOR TO SUBMIT DETAILED PHASING PLANS AND SCHEDULE FOR REVIEW AND APPROVAL BY THE AIRPORT AND TSA (SSCP ONLY) PRIOR TO COMMENCING CONSTRUCTION. REFER TO PROJECT MANUAL SPECIFICATION 01 10 00 SECTION 1.3. B. GENERAL CONTRACTOR TO PROVIDE AND MAINTAIN BARRICADES, LIGHTING, AND GUARDRAILS AS REQUIRED BY APPLICABLE CODES AND REGULATIONS TO PROTECT OCCUPANTS OF BUILDING AND OTHER WORKERS. GENERAL CONTRACTOR TO SUBMIT BARRICADE DESIGN TO AIRPORT FOR APPROVAL. C. CONTRACTOR TO FIELD VERIFY ALL DIMENSIONS AND EDGE CONDITIONS SHOWN ON PLANS. INFORMATION ON PLANS FOR EXISTING CONDITIONS HAS BEEN OBTAINED FROM AVAILABLE SOURCES/RECORD DRAWINGS, AND IS NOT GUARANTEED TO BE ACCURATE IN ALL ASPECTS. D. REFER TO A0.100 FOR SYMBOLS AND ABBREVIATIONS. E. REFER TO A2 SERIES DRAWINGS FOR CONSTRUCTION PLANS AND OTHER PLAN REFERENCES. F. MAINTAIN ALL SYSTEMS ADJACENT TO DEMO AREA. G. PATCH, REPAIR, AND PREPARE ALL AFFECTED AREAS IN PREPARATION FOR NEW WORK. H. IF DEMOLITION IS PERFORMED IN EXCESS OF THAT REQUIRED, RESTORE AFFECTED AREAS AT NO COST TO THE OWNER. I. REMOVE EXISTING FLOOR FINISHES AND PREPARE SUBFLOOR AS REQUIRED FOR NEW FLOOR FINISHES J. DEBRIS, RUBBISH, AND OTHER MATERIALS RESULTING FROM DEMOLITION OPERATIONS. K. SSCP TSA COORDINATION IS NOT IN SCOPE. L. EXISTING WALKER DUCTS, FLOOR MOUNTED OUTLETS, ELECTRICAL ACCESS NEED TO BE IDENTIFIED AND COORDINATED BY GENERAL CONTRACTOR. M. VERIFY ALL FLOOR-MOUNTED OUTLETS IN FIELD. REMOVE FACE PLATES, INSTALL EPOXY TERRAZZO, AND REINSTALL FACE PLATES WITH IMPROVED ALIGNMENT WHERE POSSIBLE. N. VERIFY ALL SURFACE-MOUNTED RACEWAYS AND RECEPTACLES IN FIELD. TEMPORARILY REMOVE FOR EPOXY TERRAZZO FLOOR FINISH INSTALLATION, THEN REINSTALL TO ORIGINAL CONDITION. EXISTING WIRING TO REMAIN IN PLACE. 2 40 16 SHEET NOTES GENERAL NOTES KEY PLAN © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2024 Tel +1 213.327.3600 Fax +1 213.327.3601 500 South Figueroa Street Los Angeles, CA 90071 USA PALM SPRINGS INTERNATIONAL AIRPORT 3400 E Tahquitz Canyon Way, Palm Springs CA 8 As indicated 12/6/2024 8:23:47 PMAutodesk Docs://005.4833.000 - PSP - On-Call/005.4833.000 - PSP - ARCH - DOC - Terrazzo Flooring Replacement - R23.rvtAD2.201-B2 DEMOLITION PLAN - B2 005.4833.001 PSP - ARCH - DOC - Terrazzo Flooring Replacement - SCALE:1/8" = 1'-0" DEMO PLAN-B21 LEGEND MATCHLINE SEE: AD2.702-B3MATCHLINE SEE: AD2.702-B3N 10/31/2024 90% CONSTRUCTION DOCUMENTS ISSUE 12/13/2024 90% CONSTRUCTION DOCUMENTS FINISH UPDATE ISSUE 01 REMOVE EXISTING RUBBER WALL BASE @ CARPET INSTALLATIONS, TYP. 02 REMOVE, STORE, CLEAN, AND REINSTALL EXISTING MILLWORK ON NEW TERRAZZO FLOOR FINISH 03 EXISTING EXPANSION JOINT ASSEMBLY TO REMAIN 04 REMOVE EXISTING CORNER GUARD TO BE REMOVED TO ALLOW FOR NEW BASE. 05 EXISTING WATER FOUNTAIN TO REMAIN 06 REMOVE EXISTING PRECAST TERRAZZO TREADS, RISERS, BASE, AND LANDING 07 EXISTING TERRAZZO STAIR FINISH TO REMAIN; CLEAN AND REPAIR EXISTING TERRAZZO STAIR AS REQUIRED 08 REMOVE EXISTING RUBBER COLUMN BASE 09 EXISTING ROLL DOWN GRILLE TO REMAIN 10 REMOVE EXISTING FLOOR FINISH, TYP 11 TEMPORARILY REMOVE EXISTING EXPOSED ELECTRICAL CONDUIT, RACEWAYS, AND JUNCTION BOXES TO INSTALL TERRAZZO FINISH. REINSTALL TO ORIGINAL CONDITION. 25 REMOVE EXISTING TILE. REPAIR AND PATCH EXISTING WALL FINISH FOR NEW TERRAZZO WALL BASE Project Name - CAM CAM C2 C3B2 B 3 A B B C C J H G F X X 54.1 52.1 CB CC CA C3 C4C2C1 C5 C26 EXIST. RESTAURANT BREACH GATE (N.I.C.) SSCP EXIST. MECH. (N.I.C.) (N.I.C.) EXIST. PLANTER EXIST. COMPUTER ROOM EXIST. AIRPORT OPERATIONS EXIST. PIT ROOM EXIST. ELECTRIC ROOM EXIST. COOLING TOWERS EXIST. ELECTRICAL ROOM BOH EXIST.TSA IT ROOM EXIST.ELEC. ROOM LANE 1 LANE 2 LANE 3 LANE 4 LANE 5 LANE 6 LANE 7 10 10 10 10 11 11 08 01 08 01 12 13 12 09 14 12 12 12 12 12 14 14 12 12 15 15 15 15 15 15 16 16 02 12 01 01 01 08 08 08 08 08 01 01 17 17 10 08 08 L.2 L.1 24 2430' - 0"VIF30' - 0"27' - 0"20' - 0"20' - 0"27' - 0" 08 TYP. TYP. 08 08 01 01 01 01 12 12 31 TYP. TYP. 14 TYP. D A.2 32 32 NOT IN CONTRACT AREA OF WORK REMOVE EXISTING CARPET FLOOR FINISH REMOVE EXISTING TERRAZZO FLOOR FINISH REMOVE EXISTING TILE FLOOR FINISH A. AIRPORT OPERATIONS TO BE MAINTAINED THOUGHOUT PHASED CONSTRUCTION. GENERAL CONTRACTOR TO SUBMIT DETAILED PHASING PLANS AND SCHEDULE FOR REVIEW AND APPROVAL BY THE AIRPORT AND TSA (SSCP ONLY) PRIOR TO COMMENCING CONSTRUCTION. REFER TO PROJECT MANUAL SPECIFICATION 01 10 00 SECTION 1.3. B. GENERAL CONTRACTOR TO PROVIDE AND MAINTAIN BARRICADES, LIGHTING, AND GUARDRAILS AS REQUIRED BY APPLICABLE CODES AND REGULATIONS TO PROTECT OCCUPANTS OF BUILDING AND OTHER WORKERS. GENERAL CONTRACTOR TO SUBMIT BARRICADE DESIGN TO AIRPORT FOR APPROVAL. C. CONTRACTOR TO FIELD VERIFY ALL DIMENSIONS AND EDGE CONDITIONS SHOWN ON PLANS. INFORMATION ON PLANS FOR EXISTING CONDITIONS HAS BEEN OBTAINED FROM AVAILABLE SOURCES/RECORD DRAWINGS, AND IS NOT GUARANTEED TO BE ACCURATE IN ALL ASPECTS. D. REFER TO A0.100 FOR SYMBOLS AND ABBREVIATIONS. E. REFER TO A2 SERIES DRAWINGS FOR CONSTRUCTION PLANS AND OTHER PLAN REFERENCES. F. MAINTAIN ALL SYSTEMS ADJACENT TO DEMO AREA. G. PATCH, REPAIR, AND PREPARE ALL AFFECTED AREAS IN PREPARATION FOR NEW WORK. H. IF DEMOLITION IS PERFORMED IN EXCESS OF THAT REQUIRED, RESTORE AFFECTED AREAS AT NO COST TO THE OWNER. I. REMOVE EXISTING FLOOR FINISHES AND PREPARE SUBFLOOR AS REQUIRED FOR NEW FLOOR FINISHES J. DEBRIS, RUBBISH, AND OTHER MATERIALS RESULTING FROM DEMOLITION OPERATIONS. K. SSCP TSA COORDINATION IS NOT IN SCOPE. L. EXISTING WALKER DUCTS, FLOOR MOUNTED OUTLETS, ELECTRICAL ACCESS NEED TO BE IDENTIFIED AND COORDINATED BY GENERAL CONTRACTOR. M. VERIFY ALL FLOOR-MOUNTED OUTLETS IN FIELD. REMOVE FACE PLATES, INSTALL EPOXY TERRAZZO, AND REINSTALL FACE PLATES WITH IMPROVED ALIGNMENT WHERE POSSIBLE. N. VERIFY ALL SURFACE-MOUNTED RACEWAYS AND RECEPTACLES IN FIELD. TEMPORARILY REMOVE FOR EPOXY TERRAZZO FLOOR FINISH INSTALLATION, THEN REINSTALL TO ORIGINAL CONDITION. EXISTING WIRING TO REMAIN IN PLACE. 2 40 16 SHEET NOTES GENERAL NOTES KEY PLAN © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2024 Tel +1 213.327.3600 Fax +1 213.327.3601 500 South Figueroa Street Los Angeles, CA 90071 USA PALM SPRINGS INTERNATIONAL AIRPORT 3400 E Tahquitz Canyon Way, Palm Springs CA 8 As indicated 12/6/2024 8:23:52 PMAutodesk Docs://005.4833.000 - PSP - On-Call/005.4833.000 - PSP - ARCH - DOC - Terrazzo Flooring Replacement - R23.rvtAD2.202-B3 DEMOLITION PLAN - B3 005.4833.001 PSP - ARCH - DOC - Terrazzo Flooring Replacement - SCALE:1/8" = 1'-0" DEMO PLAN-B31 LEGEND MATCHLINE SEE: AD2.701-B2M A T C H L IN E S E E : A D 2 .7 0 3 -C 2 N 10/31/2024 90% CONSTRUCTION DOCUMENTS ISSUE 12/13/2024 90% CONSTRUCTION DOCUMENTS FINISH UPDATE ISSUE 01 REMOVE EXISTING RUBBER WALL BASE @ CARPET INSTALLATIONS, TYP. 02 REMOVE, STORE, CLEAN, AND REINSTALL EXISTING MILLWORK ON NEW TERRAZZO FLOOR FINISH 08 REMOVE EXISTING RUBBER COLUMN BASE 09 EXISTING ROLL DOWN GRILLE TO REMAIN 10 REMOVE EXISTING FLOOR FINISH, TYP 11 TEMPORARILY REMOVE EXISTING EXPOSED ELECTRICAL CONDUIT, RACEWAYS, AND JUNCTION BOXES TO INSTALL TERRAZZO FINISH. REINSTALL TO ORIGINAL CONDITION. 12 REMOVE EXISTING METAL WALL BASE 13 REMOVE, STORE, CLEAN, AND REINSTALL EXISTING STOREFRONT 14 REMOVE EXISTING METAL COLUMN BASE, TYP 15 EXISTING POWER POLE TO REMAIN 16 EXISTING TSA SSCP EQUIPMENT TO BE TEMPORARILY REMOVED AND REINSTALLED BY TSA APPROVED RIGGERS TO MAKE WAY TO REFINISH FLOOR. GENERAL CONTRACTOR TO SURVEY EXISTING LOCATIONS OF EQUIPMENT AND REINSTALL EQUIPMENT IN THE SAME PLACE. 17 RELOCATE EXISTING KIOSKS TEMPORARILY AND REINSTALL THEM IN EXISTING LOCATION. PHASING TO BE DETERMINED BY OWNER AND CONTRACTOR. 24 EXISTING CERAMIC WALL TILE TO REMAIN 31 VERIFY STATUS OF FLOOR-MOUNTED OUTLETS. IF INACTIVE, REMOVE AND PATCH/REPAIR EXISTING FLOOR SLAB AS REQUIRED. IF ACTIVE, INSTALL NEW COVER PLATE AFTER COMPLETION OF TERRAZZO FLOOR FINISH. 32 EXISTING FLUSH MOUNTED MANHOLE COVER TO UTILITY VAULT BELOW. PROVIDE NEW TERRAZZO FINISH TO COVER. FIELD VERIFY LOCATION, DIMENSION, AND METHOD OF COVER REMOVAL. Project Name - UP C2 C3B2 B 3 H G F 9 10 11 12 13 14 15 16 E F.8 10 08 08 18 17 19 NORTH TICKETING HALL N.I.C. N.I.C. (N.I.C.) EXIST.AIR CANADA EXIST. FUTURE ATO 2 EXIST. UNITED ATO EXIST. DELTA AIRLINES ATO-REMOTE EXIST. HALLWAY 4 EXIST. TSA EXIST. FUTURE EMPLOYEE SCREENING EXIST. BAGGAGE SCREENING EXIST. WESTJET ATO EXIST. ACCESS 3 EXIST.MECH. EXIST. DELTA AIRLINES OFFICE EXIST. DELTA AIRLINES SUPERVISORS OFFICE EXIST. HALLWAY 3 EXIST. UNITED AIRLINES ATO EXIST. ACCESS 2 EXIST. AMERICAN AIRLINES BREAK ROOM / LOCKERS EXIST. STORAGE EXIST. ACCESS 1 EXIST. ALASKA AIRLINES BREAK ROOM EXIST. ALASKA AIRLINES LOCKERS EXIST. ALASKA AIRLINES SUPERVISORS OFFICE EXIST. CURB ASSIST EXIST. SOUTH BAG DROP EXIST. OFFICE 001 EXIST. OFFICE 002 EXIST. OFFICE 003 (N.I.C.) EXIST. IT ROOM EXIST. VEST. 10 10 10 10 10 10 19 19 19 19 17 17 17 17 18 22' - 0"8' - 0"30' - 0"30' - 0"30' - 0"30' - 0"30' - 0"30' - 0"30' - 0"30' - 0" EXIST. STORAGE/OFFICE 30 TYP. 30 28 28 28 28 27 27 27 27 27 27 29 29 20 20 20 20 28 01 01 01 01 01 D DD.5 NOT IN CONTRACT AREA OF WORK REMOVE EXISTING CARPET FLOOR FINISH REMOVE EXISTING TERRAZZO FLOOR FINISH REMOVE EXISTING TILE FLOOR FINISH A. AIRPORT OPERATIONS TO BE MAINTAINED THOUGHOUT PHASED CONSTRUCTION. GENERAL CONTRACTOR TO SUBMIT DETAILED PHASING PLANS AND SCHEDULE FOR REVIEW AND APPROVAL BY THE AIRPORT AND TSA (SSCP ONLY) PRIOR TO COMMENCING CONSTRUCTION. REFER TO PROJECT MANUAL SPECIFICATION 01 10 00 SECTION 1.3. B. GENERAL CONTRACTOR TO PROVIDE AND MAINTAIN BARRICADES, LIGHTING, AND GUARDRAILS AS REQUIRED BY APPLICABLE CODES AND REGULATIONS TO PROTECT OCCUPANTS OF BUILDING AND OTHER WORKERS. GENERAL CONTRACTOR TO SUBMIT BARRICADE DESIGN TO AIRPORT FOR APPROVAL. C. CONTRACTOR TO FIELD VERIFY ALL DIMENSIONS AND EDGE CONDITIONS SHOWN ON PLANS. INFORMATION ON PLANS FOR EXISTING CONDITIONS HAS BEEN OBTAINED FROM AVAILABLE SOURCES/RECORD DRAWINGS, AND IS NOT GUARANTEED TO BE ACCURATE IN ALL ASPECTS. D. REFER TO A0.100 FOR SYMBOLS AND ABBREVIATIONS. E. REFER TO A2 SERIES DRAWINGS FOR CONSTRUCTION PLANS AND OTHER PLAN REFERENCES. F. MAINTAIN ALL SYSTEMS ADJACENT TO DEMO AREA. G. PATCH, REPAIR, AND PREPARE ALL AFFECTED AREAS IN PREPARATION FOR NEW WORK. H. IF DEMOLITION IS PERFORMED IN EXCESS OF THAT REQUIRED, RESTORE AFFECTED AREAS AT NO COST TO THE OWNER. I. REMOVE EXISTING FLOOR FINISHES AND PREPARE SUBFLOOR AS REQUIRED FOR NEW FLOOR FINISHES J. DEBRIS, RUBBISH, AND OTHER MATERIALS RESULTING FROM DEMOLITION OPERATIONS. K. SSCP TSA COORDINATION IS NOT IN SCOPE. L. EXISTING WALKER DUCTS, FLOOR MOUNTED OUTLETS, ELECTRICAL ACCESS NEED TO BE IDENTIFIED AND COORDINATED BY GENERAL CONTRACTOR. M. VERIFY ALL FLOOR-MOUNTED OUTLETS IN FIELD. REMOVE FACE PLATES, INSTALL EPOXY TERRAZZO, AND REINSTALL FACE PLATES WITH IMPROVED ALIGNMENT WHERE POSSIBLE. N. VERIFY ALL SURFACE-MOUNTED RACEWAYS AND RECEPTACLES IN FIELD. TEMPORARILY REMOVE FOR EPOXY TERRAZZO FLOOR FINISH INSTALLATION, THEN REINSTALL TO ORIGINAL CONDITION. EXISTING WIRING TO REMAIN IN PLACE. 2 40 16 SHEET NOTES GENERAL NOTES KEY PLAN © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2024 Tel +1 213.327.3600 Fax +1 213.327.3601 500 South Figueroa Street Los Angeles, CA 90071 USA PALM SPRINGS INTERNATIONAL AIRPORT 3400 E Tahquitz Canyon Way, Palm Springs CA 8 As indicated 12/6/2024 8:23:57 PMAutodesk Docs://005.4833.000 - PSP - On-Call/005.4833.000 - PSP - ARCH - DOC - Terrazzo Flooring Replacement - R23.rvtAD2.203-C2 DEMOLITION PLAN - C2 005.4833.001 PSP - ARCH - DOC - Terrazzo Flooring Replacement - SCALE:1/8" = 1'-0" DEMO PLAN-C21 LEGEND N M A T C H L IN E S E E : A D 2 .7 0 4 -C 3 MATCHL I NE SEE: AD2. 7 04 -C3MATCHLINE SEE: AD2.702-B3MATCHLINE SEE: AD2.702-B310/31/2024 90% CONSTRUCTION DOCUMENTS ISSUE 12/13/2024 90% CONSTRUCTION DOCUMENTS FINISH UPDATE ISSUE 01 REMOVE EXISTING RUBBER WALL BASE @ CARPET INSTALLATIONS, TYP. 08 REMOVE EXISTING RUBBER COLUMN BASE 10 REMOVE EXISTING FLOOR FINISH, TYP 17 RELOCATE EXISTING KIOSKS TEMPORARILY AND REINSTALL THEM IN EXISTING LOCATION. PHASING TO BE DETERMINED BY OWNER AND CONTRACTOR. 18 REMOVE EXISTING WALK-OFF MAT 19 RELOCATE EXISTING TICKET COUNTERS TEMPORARILY AND REINSTALL THEM IN EXISTING LOCATION. PHASING TO BE DETERMINED BY OWNER AND CONTRACTOR. 20 EXISTING BAGGAGE HANDLING SYSTEM CONVEYOR BELT TO REMAIN. TEMPORARILY REMOVE BHS TOE KICK AND BHS METAL COVER TO INSTALL TERRAZZO FLOOR FINISH. REINSTALL TO ORIGINAL CONDITION. 27 REMOVE EXISTING FLOOR-MOUNTED DATA AND POWER OUTLETS TO INSTALL EPOXY TERRAZZO FLOOR FINISH. REINSTALL COVER PLATES IN ORIGINAL LOCATIONS WITH STANDARD ALIGNMENT. 28 DASHED OUTLINE OF EXISTING DATA AND POWER TRENCH TO REMAIN. VIF. REPAIR/PATCH SLAB AND TRENCH TO RECIEVE NEW FINISHES. 29 DASHED OUTLINE OF EXISTING DATA AND POWER TRENCH COVER TO REMAIN. VIF. REPAIR/PATCH SLAB AND TRENCH COVER TO RECIEVE NEW FINISHES. 30 EXISTING METAL COLUMN BASE TO REMAIN Project Name - UP C2 C3B2 B 3 H G F 15 15 16 16 16.4 16.4 16.7 16.7 17 18 19 19 GG GG 20 20 FF EE F.8 SOUTH TICKETING HALL (N.I.C.) (N.I.C.) EXIST. ALASKA AIR CARGO EXIST. WORLDWIDE / ALLEGIANTEXIST. ACCESS 5 EXIST. SOUTHWEST EXIST. SKYWEST EXIST. ACCESS 4 EXIST. AIR CANADA EXIST. HALLWAY 5 EXIST. HALLWAY 6 EXIST. SUN COUNTRY EXIST. SOUTH IDF EXIST. FUTURE ATO EXIST. FRONTIEREXIST. SHARED USE EXIST.MECH/ ELEC EXIST. ELEC. EXIST. ELEC EXIST. FUTURE ATO 2 EXIST. UNITED ATO EXIST. DELTA AIRLINES ATO-REMOTE EXIST. HALLWAY 4 EXIST. TSA EXIST. FUTURE EMPLOYEE SCREENING EXIST. WESTJET ATO EXIST. ACCESS 3 EXIST. STAIR & RAMP 01 19 19 20 20 10 10 10 10 10 10 10 17 10 18 21 21 21 22 23 23 23 VIF.48' - 0"15' - 10" 6' - 9" TYP. 30' - 0" 15' - 10" 6' - 9" 26 01 01 2728 29 27 28 28 28 29 3030 01 DD.5 NOT IN CONTRACT AREA OF WORK REMOVE EXISTING CARPET FLOOR FINISH REMOVE EXISTING TERRAZZO FLOOR FINISH REMOVE EXISTING TILE FLOOR FINISH A. AIRPORT OPERATIONS TO BE MAINTAINED THOUGHOUT PHASED CONSTRUCTION. GENERAL CONTRACTOR TO SUBMIT DETAILED PHASING PLANS AND SCHEDULE FOR REVIEW AND APPROVAL BY THE AIRPORT AND TSA (SSCP ONLY) PRIOR TO COMMENCING CONSTRUCTION. REFER TO PROJECT MANUAL SPECIFICATION 01 10 00 SECTION 1.3. B. GENERAL CONTRACTOR TO PROVIDE AND MAINTAIN BARRICADES, LIGHTING, AND GUARDRAILS AS REQUIRED BY APPLICABLE CODES AND REGULATIONS TO PROTECT OCCUPANTS OF BUILDING AND OTHER WORKERS. GENERAL CONTRACTOR TO SUBMIT BARRICADE DESIGN TO AIRPORT FOR APPROVAL. C. CONTRACTOR TO FIELD VERIFY ALL DIMENSIONS AND EDGE CONDITIONS SHOWN ON PLANS. INFORMATION ON PLANS FOR EXISTING CONDITIONS HAS BEEN OBTAINED FROM AVAILABLE SOURCES/RECORD DRAWINGS, AND IS NOT GUARANTEED TO BE ACCURATE IN ALL ASPECTS. D. REFER TO A0.100 FOR SYMBOLS AND ABBREVIATIONS. E. REFER TO A2 SERIES DRAWINGS FOR CONSTRUCTION PLANS AND OTHER PLAN REFERENCES. F. MAINTAIN ALL SYSTEMS ADJACENT TO DEMO AREA. G. PATCH, REPAIR, AND PREPARE ALL AFFECTED AREAS IN PREPARATION FOR NEW WORK. H. IF DEMOLITION IS PERFORMED IN EXCESS OF THAT REQUIRED, RESTORE AFFECTED AREAS AT NO COST TO THE OWNER. I. REMOVE EXISTING FLOOR FINISHES AND PREPARE SUBFLOOR AS REQUIRED FOR NEW FLOOR FINISHES J. DEBRIS, RUBBISH, AND OTHER MATERIALS RESULTING FROM DEMOLITION OPERATIONS. K. SSCP TSA COORDINATION IS NOT IN SCOPE. L. EXISTING WALKER DUCTS, FLOOR MOUNTED OUTLETS, ELECTRICAL ACCESS NEED TO BE IDENTIFIED AND COORDINATED BY GENERAL CONTRACTOR. M. VERIFY ALL FLOOR-MOUNTED OUTLETS IN FIELD. REMOVE FACE PLATES, INSTALL EPOXY TERRAZZO, AND REINSTALL FACE PLATES WITH IMPROVED ALIGNMENT WHERE POSSIBLE. N. VERIFY ALL SURFACE-MOUNTED RACEWAYS AND RECEPTACLES IN FIELD. TEMPORARILY REMOVE FOR EPOXY TERRAZZO FLOOR FINISH INSTALLATION, THEN REINSTALL TO ORIGINAL CONDITION. EXISTING WIRING TO REMAIN IN PLACE. 2 40 16 SHEET NOTES GENERAL NOTES KEY PLAN © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2024 Tel +1 213.327.3600 Fax +1 213.327.3601 500 South Figueroa Street Los Angeles, CA 90071 USA PALM SPRINGS INTERNATIONAL AIRPORT 3400 E Tahquitz Canyon Way, Palm Springs CA 8 As indicated 12/6/2024 8:24:00 PMAutodesk Docs://005.4833.000 - PSP - On-Call/005.4833.000 - PSP - ARCH - DOC - Terrazzo Flooring Replacement - R23.rvtAD2.204-C3 DEMOLITION PLAN - C3 005.4833.001 PSP - ARCH - DOC - Terrazzo Flooring Replacement - SCALE:1/8" = 1'-0" DEMO PLAN-C31 LEGENDMATCHLINE SEE: AD2.703-C2MATCHLINE SEE: AD2.703-C2MATCHLINE SEE: AD2.703-C2MATCHLINE SEE: AD2.703-C2 10/31/2024 90% CONSTRUCTION DOCUMENTS ISSUE 12/13/2024 90% CONSTRUCTION DOCUMENTS FINISH UPDATE ISSUE 01 REMOVE EXISTING RUBBER WALL BASE @ CARPET INSTALLATIONS, TYP. 10 REMOVE EXISTING FLOOR FINISH, TYP 17 RELOCATE EXISTING KIOSKS TEMPORARILY AND REINSTALL THEM IN EXISTING LOCATION. PHASING TO BE DETERMINED BY OWNER AND CONTRACTOR. 18 REMOVE EXISTING WALK-OFF MAT 19 RELOCATE EXISTING TICKET COUNTERS TEMPORARILY AND REINSTALL THEM IN EXISTING LOCATION. PHASING TO BE DETERMINED BY OWNER AND CONTRACTOR. 20 EXISTING BAGGAGE HANDLING SYSTEM CONVEYOR BELT TO REMAIN. TEMPORARILY REMOVE BHS TOE KICK AND BHS METAL COVER TO INSTALL TERRAZZO FLOOR FINISH. REINSTALL TO ORIGINAL CONDITION. 21 EXISTING HANDRAIL AND GUARDRAIL TO REMAIN 22 EXISTING TILE ON STAIR TREAD AND RISERS TO REMAIN 23 EXISTING TILE ON VERTICAL FACES TO REMAIN 26 REMOVE EXISTING CARPET AND VINYL WALL BASE FOR NEW TERRAZZO FLOOR FINISH AND TERRAZZO WALL BASE. 27 REMOVE EXISTING FLOOR-MOUNTED DATA AND POWER OUTLETS TO INSTALL EPOXY TERRAZZO FLOOR FINISH. REINSTALL COVER PLATES IN ORIGINAL LOCATIONS WITH STANDARD ALIGNMENT. 28 DASHED OUTLINE OF EXISTING DATA AND POWER TRENCH TO REMAIN. VIF. REPAIR/PATCH SLAB AND TRENCH TO RECIEVE NEW FINISHES. 29 DASHED OUTLINE OF EXISTING DATA AND POWER TRENCH COVER TO REMAIN. VIF. REPAIR/PATCH SLAB AND TRENCH COVER TO RECIEVE NEW FINISHES. 30 EXISTING METAL COLUMN BASE TO REMAIN Project Name - NOT IN CONTRACT AREA OF WORK REMOVE EXISTING CARPET FLOOR FINISH REMOVE EXISTING TERRAZZO FLOOR FINISH REMOVE EXISTING TILE FLOOR FINISH C2 C3B2 B 3 A. AIRPORT OPERATIONS TO BE MAINTAINED THOUGHOUT PHASED CONSTRUCTION. GENERAL CONTRACTOR TO SUBMIT DETAILED PHASING PLANS AND SCHEDULE FOR REVIEW AND APPROVAL BY THE AIRPORT AND TSA (SSCP ONLY) PRIOR TO COMMENCING CONSTRUCTION. REFER TO PROJECT MANUAL SPECIFICATION 01 10 00 SECTION 1.3. B. GENERAL CONTRACTOR TO PROVIDE AND MAINTAIN BARRICADES, LIGHTING, AND GUARDRAILS AS REQUIRED BY APPLICABLE CODES AND REGULATIONS TO PROTECT OCCUPANTS OF BUILDING AND OTHER WORKERS. GENERAL CONTRACTOR TO SUBMIT BARRICADE DESIGN TO AIRPORT FOR APPROVAL. C. CONTRACTOR TO FIELD VERIFY ALL DIMENSIONS AND EDGE CONDITIONS SHOWN ON PLANS. INFORMATION ON PLANS FOR EXISTING CONDITIONS HAS BEEN OBTAINED FROM AVAILABLE SOURCES/RECORD DRAWINGS, AND IS NOT GUARANTEED TO BE ACCURATE IN ALL ASPECTS. D. REFER TO A0.100 FOR SYMBOLS AND ABBREVIATIONS. E. REFER TO A2 SERIES DRAWINGS FOR CONSTRUCTION PLANS AND OTHER PLAN REFERENCES. F. MAINTAIN ALL SYSTEMS ADJACENT TO DEMO AREA. G. PATCH, REPAIR, AND PREPARE ALL AFFECTED AREAS IN PREPARATION FOR NEW WORK. H. IF DEMOLITION IS PERFORMED IN EXCESS OF THAT REQUIRED, RESTORE AFFECTED AREAS AT NO COST TO THE OWNER. I. REMOVE EXISTING FLOOR FINISHES AND PREPARE SUBFLOOR AS REQUIRED FOR NEW FLOOR FINISHES J. DEBRIS, RUBBISH, AND OTHER MATERIALS RESULTING FROM DEMOLITION OPERATIONS. K. SSCP TSA COORDINATION IS NOT IN SCOPE. L. EXISTING WALKER DUCTS, FLOOR MOUNTED OUTLETS, ELECTRICAL ACCESS NEED TO BE IDENTIFIED AND COORDINATED BY GENERAL CONTRACTOR. M. VERIFY ALL FLOOR-MOUNTED OUTLETS IN FIELD. REMOVE FACE PLATES, INSTALL EPOXY TERRAZZO, AND REINSTALL FACE PLATES WITH IMPROVED ALIGNMENT WHERE POSSIBLE. N. VERIFY ALL SURFACE-MOUNTED RACEWAYS AND RECEPTACLES IN FIELD. TEMPORARILY REMOVE FOR EPOXY TERRAZZO FLOOR FINISH INSTALLATION, THEN REINSTALL TO ORIGINAL CONDITION. EXISTING WIRING TO REMAIN IN PLACE. SHEET NOTES GENERAL NOTES KEY PLAN © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2024 AS INDICATED Tel +1 213.327.3600 Fax +1 213.327.3601 500 South Figueroa Street Los Angeles, CA 90071 USA PALM SPRINGS INTERNATIONAL AIRPORT 3400 E Tahquitz Canyon Way, Palm Springs CA 12/6/2024 8:24:02 PMAutodesk Docs://005.4833.000 - PSP - On-Call/005.4833.000 - PSP - ARCH - DOC - Terrazzo Flooring Replacement - R23.rvtAD9.001 EXISTING SITE PHOTO - DEMOLITION 005.4833.001 PSP - ARCH - DOC - Terrazzo Flooring Replacement EAST-1EAST-2EAST-3EAST-4 EAST-SSCP-1EAST-SSCP-2EAST-SSCP-3EAST-5 SOUTH-3SOUTH-2SOUTH-1EAST-TICKETING-1 WEST-STAIR-1WEST-2WEST-1SOUTH-SSCP-1 - LEGEND FOR RECORD ONLY 10/31/2024 90% CONSTRUCTION DOCUMENTS ISSUE 12/13/2024 90% CONSTRUCTION DOCUMENTS FINISH UPDATE ISSUE VISUAL REFERENCE ONLY Project Name - CAM UP CAM A B C C.1 5 6 J H X X 7 8 54.1 54.1 52.1 9 10 11 12 13 14 15 16 16.4 16.7 E 17 18 19 GG 20 FF EE CB CC CA C3 C4 C2 C1 C5 B2C2 B3C3 NORTH TICKETING HALL BREACH GATE UNDER SEPARATE PERMIT TSA COORDINATION REQUIRED FOR SSCP N.I.C. SOUTH TICKETING HALL N.I.C. N.I.C. N.I.C. N.I.C.N.I.C. N.I.C. N.I.C. N.I.C. (EX) MECH. (EX) KITCHEN (EX) CONCESSIONS (EX) RESTAURANT (EX) MECH. BAGGAGE SCREENING L.2 L.1 (EX) ENTRY 3 0 ' - 0 "V IF30' - 0 "3 0 ' - 0 "30' - 0" VIF 30' - 0" 30' - 0" 30' - 0" VIF 30' - 0" 30' - 0" 30' - 0" 30' - 0" 30' - 0" 22' - 7" 15' - 0" 30' - 0" 30' - 0"48' - 0"2 7 ' - 0 "2 0 ' - 0 "2 0 ' - 0 "2 7 ' - 0 "28' - 0"27' - 8" N.I.C. D A.2 DD.5 C2 C3B2 B 3 NOT IN CONTRACT AREA OF WORK WHITE EPOXY TERRAZZO GREY EPOXY TERRAZZO - DARK TZ-01 TZ-02 A. AIRPORT OPERATIONS TO BE MAINTAINED THOUGHOUT PHASED CONSTRUCTION. GENERAL CONTRACTOR TO SUBMIT DETAILED PHASING PLANS AND SCHEDULE FOR REVIEW AND APPROVAL BY THE AIRPORT AND TSA (SSCP ONLY) PRIOR TO COMMENCING CONSTRUCTION. REFER TO PROJECT MANUAL SPECIFICATION 01 10 00 SECTION 1.3. B. GENERAL CONTRACTOR TO PROVIDE AND MAINTAIN BARRICADES, LIGHTING, AND GUARDRAILS AS REQUIRED BY APPLICABLE CODES AND REGULATIONS TO PROTECT OCCUPANTS OF BUILDING AND OTHER WORKERS. GENERAL CONTRACTOR TO SUBMIT BARRICADE DESIGN TO AIRPORT FOR APPROVAL. C. CONTRACTOR TO FIELD VERIFY ALL DIMENSIONS AND EDGE CONDITIONS SHOWN ON PLANS. INFORMATION ON PLANS FOR EXISTING CONDITIONS HAS BEEN OBTAINED FROM AVAILABLE SOURCES/RECORD DRAWINGS, AND IS NOT GUARANTEED TO BE ACCURATE IN ALL ASPECTS. VERIFICATION MAY ALSO BE REQUIRED FOR ASSOCIATED ELEMENTS BORDERING OR OVERLAPPING THE AREA IN SCOPE. D. REFER TO A0.100 FOR SYMBOLS AND ABBREVIATIONS. REFER TO A0.300 FOR FINISH SCHEDULE. ENSURE SURFACES TO RECEIVE FINISHES ARE CLEAN, TRUE, AND FREE OF IRREGULARITIES. DO NOT PROCEED WITH WORK UNTIL UNSATISFACTORY CONDITIONS HAVE BEEN CORRECTED. E. REPAIR EXISTING SURFACES TO REMAIN AS REQUIRED FOR APPLICATION OF NEW FINISHES. F. ALL TERRAZZO METAL DIVIDER STRIPS TO BE 1/2" THICK UNO. G. TRANSITIONS BETWEEN FLOORING FINISHES BETWEEN ROOMS TO OCCUR UNDER DOORS H. DIMENSIONS ARE FROM CONTERLINE OF METAL DIVIDER STRIP UNO. I. VERIFY DIMENSIONS DURING LAYOUT OF WORK. NOTIFY ARCHITECT OF DISCREPANCIES PRIOR TO PROCEEDING. 4 80 32 SHEET NOTES GENERAL NOTES KEY PLAN © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2024 Tel +1 213.327.3600 Fax +1 213.327.3601 500 South Figueroa Street Los Angeles, CA 90071 USA PALM SPRINGS INTERNATIONAL AIRPORT 3400 E Tahquitz Canyon Way, Palm Springs CA 16 As indicated 12/6/2024 8:24:12 PMAutodesk Docs://005.4833.000 - PSP - On-Call/005.4833.000 - PSP - ARCH - DOC - Terrazzo Flooring Replacement - R23.rvtA2.700 OVERALL FINISH PLAN 005.4833.001 PSP - ARCH - DOC - Terrazzo Flooring Replacement SCALE:1/16" = 1'-0" OVERALL FINISH PLAN1 - N LEGEND 10/31/2024 90% CONSTRUCTION DOCUMENTS ISSUE 12/13/2024 90% CONSTRUCTION DOCUMENTS FINISH UPDATE ISSUE Project Name - FEC FECFEC C2 C3B2 B 3 A. AIRPORT OPERATIONS TO BE MAINTAINED THOUGHOUT PHASED CONSTRUCTION. GENERAL CONTRACTOR TO SUBMIT DETAILED PHASING PLANS AND SCHEDULE FOR REVIEW AND APPROVAL BY THE AIRPORT AND TSA (SSCP ONLY) PRIOR TO COMMENCING CONSTRUCTION. REFER TO PROJECT MANUAL SPECIFICATION 01 10 00 SECTION 1.3. B. GENERAL CONTRACTOR TO PROVIDE AND MAINTAIN BARRICADES, LIGHTING, AND GUARDRAILS AS REQUIRED BY APPLICABLE CODES AND REGULATIONS TO PROTECT OCCUPANTS OF BUILDING AND OTHER WORKERS. GENERAL CONTRACTOR TO SUBMIT BARRICADE DESIGN TO AIRPORT FOR APPROVAL. C. CONTRACTOR TO FIELD VERIFY ALL DIMENSIONS AND EDGE CONDITIONS SHOWN ON PLANS. INFORMATION ON PLANS FOR EXISTING CONDITIONS HAS BEEN OBTAINED FROM AVAILABLE SOURCES/RECORD DRAWINGS, AND IS NOT GUARANTEED TO BE ACCURATE IN ALL ASPECTS. VERIFICATION MAY ALSO BE REQUIRED FOR ASSOCIATED ELEMENTS BORDERING OR OVERLAPPING THE AREA IN SCOPE. D. REFER TO A0.100 FOR SYMBOLS AND ABBREVIATIONS. REFER TO A0.300 FOR FINISH SCHEDULE. ENSURE SURFACES TO RECEIVE FINISHES ARE CLEAN, TRUE, AND FREE OF IRREGULARITIES. DO NOT PROCEED WITH WORK UNTIL UNSATISFACTORY CONDITIONS HAVE BEEN CORRECTED. E. REPAIR EXISTING SURFACES TO REMAIN AS REQUIRED FOR APPLICATION OF NEW FINISHES. F. ALL TERRAZZO METAL DIVIDER STRIPS TO BE 1/2" THICK UNO. G. TRANSITIONS BETWEEN FLOORING FINISHES BETWEEN ROOMS TO OCCUR UNDER DOORS H. DIMENSIONS ARE FROM CONTERLINE OF METAL DIVIDER STRIP UNO. I. VERIFY DIMENSIONS DURING LAYOUT OF WORK. NOTIFY ARCHITECT OF DISCREPANCIES PRIOR TO PROCEEDING. NOT IN CONTRACT AREA OF WORK WHITE EPOXY TERRAZZO GREY EPOXY TERRAZZO - DARK TZ-01 TZ-02 A A B B C C C.1 C.1 3 4 5 6 J H 7 8 54.1 54.1 5.830' - 0"VIF.30' - 0"22' - 0"30' - 0"30' - 0" VIF. 30' - 0"30' - 0"30' - 0"30' - 0" EXIST. MEN RESTROOM EXIST. WOMEN RESTROOM (EX) MECH. EXIST. MECH. EXIST. MECH. EXIST. CONCESSION KITCHEN EXIST. CONCESSIONS EXIST. STAIR #3 EXIST. STAIR #2 EXIST. RESTAURANT INFORMATION DESK BAG CLAIM EXPANSION UNDER SEPARATE PERMIT FOR REFERENCE ONLY N.I.C. N.I.C. TZ-01 EXIST. UTILITY RM. 30' - 0" VIF30' - 0" VIF EQEQEQEQEQ TYP 30' - 0" VIF ALIGNALIGN ALIGN TYP 6' - 0" VIF TYP. E Q E Q E Q T Y P .3 0 ' - 0 " V IF 02 A8.001 ________________01 A8.001 ________________01 A8.001 ________________ 03 A8.001 ________________ TYP. 16 A8.001 ________________16 A8.001 ________________16 A8.001 ________________ ________________08 A3.101 23 A8.001 ________________ALIGN13 A8.001 ________________13 A8.001 ________________13 A8.001 ________________ 22 A8.001 ________________ 22 A8.001 ________________ 13 A8.001 ________________ 07 A8.001 ________________03 A8.001 ________________ ________________03 A8.002 ________________02 A8.002 08 0909 01 0101 01 01 09 13 A8.001 ________________ 06 32 A8.001 ________________ 31 A8.001 ________________ 6 ' - 0 "D A.2 2 40 16 SHEET NOTES GENERAL NOTES KEY PLAN © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2024 Tel +1 213.327.3600 Fax +1 213.327.3601 500 South Figueroa Street Los Angeles, CA 90071 USA PALM SPRINGS INTERNATIONAL AIRPORT 3400 E Tahquitz Canyon Way, Palm Springs CA 8 As indicated 12/6/2024 8:24:18 PMAutodesk Docs://005.4833.000 - PSP - On-Call/005.4833.000 - PSP - ARCH - DOC - Terrazzo Flooring Replacement - R23.rvtA2.701-B2 FINISH PLAN - B2 005.4833.001 PSP - ARCH - DOC - Terrazzo Flooring Replacement MATCHLINE SEE: A2.702-B3LEGENDMATCHLINE SEE: A2.702-B3SCALE:1/8" = 1'-0" FINISH PLAN-B21 N 10/31/2024 90% CONSTRUCTION DOCUMENTS ISSUE 12/13/2024 90% CONSTRUCTION DOCUMENTS FINISH UPDATE ISSUE 01 REMOVE AND REINSTALL EXISTING METAL CORNER GUARD AT TOP OF NEW TERRAZZO BASE 06 EXISTING TERRAZZO STAIR FINISH TO REMAIN; CLEAN AND REPAIR EXISTING TERRAZZO STAIR. 08 WALK-OFF MAT, CARPET COLOR TO BE DETERMINED 09 NEW STAINLESS STEEL COLUMN BASE. TYP. Project Name - CAM CAM A B B C C J H G F X X 54.1 52.1 CB CC CA C3 C4C2C1 C5 C26 EXIST. RESTAURANT BREACH GATE (N.I.C.) SSCP EXIST. MECH. (N.I.C.) (N.I.C.) EXIST. PLANTER 13 A8.001 ________________ 24 A8.001 ________________ 24 A8.001 ________________ 13 A8.001 ________________ EXIST. COMPUTER ROOM EXIST. AIRPORT OPERATIONS EXIST. PIT ROOM EXIST. ELECTRIC ROOM EXIST. COOLING TOWERS EXIST. ELECTRICAL ROOM BOH EXIST.TSA IT ROOM EXIST.ELEC. ROOM LANE 1 LANE 2 LANE 3 LANE 4 LANE 5 LANE 6 LANE 7 08 10 10 L.2 L.1 30' - 0"VIF.30' - 0"27' - 0"20' - 0" VIF. 20' - 0"27' - 0" 03 A8.001 ________________ TYP. ALIGN ALIGN 09 09 09 09 09 09 09 09 09 24 A8.001 ________________ TYP. TYP. SIM. 14 A8.001 ________________ SIM. 16 A8.001 ________________ 16 A8.001 ________________ 14 A8.001 ________________16 A8.001 ________________ SIM.SIM. 29 A8.001 ________________ 29 A8.001 ________________ 29 A8.001 ________________ SIM. SIM. 29 A8.001 ________________ 16 A8.001 ________________ SIM. SIM. 16 A8.001 ________________ SIM. 16 A8.001 ________________ 15 A8.001 ________________ 16 A8.001 ________________ 05 15 A8.001 ________________ 13 A8.001 ________________ 05 05 14 A8.001 ________________ SIM. 16 A8.001 ________________ 05 22 A8.001 ________________ 22 A8.001 ________________ 22 A8.001 ________________ 22 A8.001 ________________ 05 05 05 09 09 ________________01 A8.002 ________________04 A8.002 T Y P .1 0 ' - 0 " V IF .T Y P .3 0 ' - 0 " V IF .E Q E Q E QTYP.30' - 0" VIF.EQ EQ EQTYP.10' - 0" VIF.TZ-01 TZ-02 TZ-01 TZ-02 TZ-02 TZ-02 TZ-01 TZ-01 VIF. EQ EQ EQ TYP. 6' - 0" TYP. 6' - 0" TYP. 18' - 0"ALIGNALIGNALIGNALIGN________________02 A8.002 SIM. ________________02 A8.002 SIM. 24 32 A8.001 ________________ 31 A8.001 ________________ TYP. ________________09 A8.002 6' - 0"08 08 6' - 0"6' - 0"D 26 26 13 A8.002 ________________ 13 A8.002 ________________ C2 C3B2 B 3 A. AIRPORT OPERATIONS TO BE MAINTAINED THOUGHOUT PHASED CONSTRUCTION. GENERAL CONTRACTOR TO SUBMIT DETAILED PHASING PLANS AND SCHEDULE FOR REVIEW AND APPROVAL BY THE AIRPORT AND TSA (SSCP ONLY) PRIOR TO COMMENCING CONSTRUCTION. REFER TO PROJECT MANUAL SPECIFICATION 01 10 00 SECTION 1.3. B. GENERAL CONTRACTOR TO PROVIDE AND MAINTAIN BARRICADES, LIGHTING, AND GUARDRAILS AS REQUIRED BY APPLICABLE CODES AND REGULATIONS TO PROTECT OCCUPANTS OF BUILDING AND OTHER WORKERS. GENERAL CONTRACTOR TO SUBMIT BARRICADE DESIGN TO AIRPORT FOR APPROVAL. C. CONTRACTOR TO FIELD VERIFY ALL DIMENSIONS AND EDGE CONDITIONS SHOWN ON PLANS. INFORMATION ON PLANS FOR EXISTING CONDITIONS HAS BEEN OBTAINED FROM AVAILABLE SOURCES/RECORD DRAWINGS, AND IS NOT GUARANTEED TO BE ACCURATE IN ALL ASPECTS. VERIFICATION MAY ALSO BE REQUIRED FOR ASSOCIATED ELEMENTS BORDERING OR OVERLAPPING THE AREA IN SCOPE. D. REFER TO A0.100 FOR SYMBOLS AND ABBREVIATIONS. REFER TO A0.300 FOR FINISH SCHEDULE. ENSURE SURFACES TO RECEIVE FINISHES ARE CLEAN, TRUE, AND FREE OF IRREGULARITIES. DO NOT PROCEED WITH WORK UNTIL UNSATISFACTORY CONDITIONS HAVE BEEN CORRECTED. E. REPAIR EXISTING SURFACES TO REMAIN AS REQUIRED FOR APPLICATION OF NEW FINISHES. F. ALL TERRAZZO METAL DIVIDER STRIPS TO BE 1/2" THICK UNO. G. TRANSITIONS BETWEEN FLOORING FINISHES BETWEEN ROOMS TO OCCUR UNDER DOORS H. DIMENSIONS ARE FROM CONTERLINE OF METAL DIVIDER STRIP UNO. I. VERIFY DIMENSIONS DURING LAYOUT OF WORK. NOTIFY ARCHITECT OF DISCREPANCIES PRIOR TO PROCEEDING. NOT IN CONTRACT AREA OF WORK WHITE EPOXY TERRAZZO GREY EPOXY TERRAZZO - DARK TZ-01 TZ-02 2 40 16 SHEET NOTES GENERAL NOTES KEY PLAN © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2024 Tel +1 213.327.3600 Fax +1 213.327.3601 500 South Figueroa Street Los Angeles, CA 90071 USA PALM SPRINGS INTERNATIONAL AIRPORT 3400 E Tahquitz Canyon Way, Palm Springs CA 8 As indicated 12/6/2024 8:24:24 PMAutodesk Docs://005.4833.000 - PSP - On-Call/005.4833.000 - PSP - ARCH - DOC - Terrazzo Flooring Replacement - R23.rvtA2.702-B3 FINISH PLAN - B3 005.4833.001 PSP - ARCH - DOC - Terrazzo Flooring Replacement SCALE:1/8" = 1'-0" FINISH PLAN-B31MATCHLINE SEE: A2.701-B2M A T C H L IN E S E E : A 2 .7 0 3 -C 2 MATCHLI NE SEE: A2.703-C2- LEGEND N 10/31/2024 90% CONSTRUCTION DOCUMENTS ISSUE 12/13/2024 90% CONSTRUCTION DOCUMENTS FINISH UPDATE ISSUE 05 NEW TERRAZZO BASE 08 WALK-OFF MAT, CARPET COLOR TO BE DETERMINED 09 NEW STAINLESS STEEL COLUMN BASE. TYP. 10 EXISTING TSA SSCP EQUIPMENT TO BE TEMPORARILY REMOVED AND REINSTALLED BY APPROVED TSA RIGGERS TO MAKE WAY TO REFINISH FLOOR. GENERAL CONTRACTOR TO SURVEY EXISTING LOCATIONS OF EQUIPMENT AND REINSTALL EQUIPMENT IN THE SAME PLACE. 24 VERIFY STATUS OF FLOOR-MOUNTED OUTLETS. IF INACTIVE, REMOVE AND PATCH/REPAIR EXISTING FLOOR SLAB AS REQUIRED. IF ACTIVE, INSTALL NEW COVER PLATE AFTER COMPLETION OF TERRAZZO FLOOR FINISH. 26 EXISTING FLUSH MOUNTED MANHOLE COVER TO UTILITY VAULT BELOW. PROVIDE NEW TERRAZZO FINISH TO COVER. FIELD VERIFY LOCATION, DIMENSION, AND METHOD OF COVER REMOVAL. Project Name - UP H G F 9 10 11 12 13 14 15 16 E F.8 NORTH TICKETING HALL N.I.C. N.I.C. (N.I.C.) EXIST.AIR CANADA EXIST. FUTURE ATO 2 EXIST. UNITED ATO EXIST. DELTA AIRLINES ATO-REMOTE EXIST. HALLWAY 4 EXIST. TSA EXIST. FUTURE EMPLOYEE SCREENING EXIST. BAGGAGE SCREENING EXIST. WESTJET ATO EXIST. ACCESS 3 EXIST.MECH. EXIST. DELTA AIRLINES OFFICE EXIST. DELTA AIRLINES SUPERVISORS OFFICE EXIST. HALLWAY 3 EXIST. UNITED AIRLINES ATO EXIST. ACCESS 2 EXIST. AMERICAN AIRLINES BREAK ROOM / LOCKERS EXIST. STORAGE EXIST. ACCESS 1 EXIST. ALASKA AIRLINES BREAK ROOM EXIST. ALASKA AIRLINES LOCKERS EXIST. ALASKA AIRLINES SUPERVISORS OFFICE EXIST. CURB ASSIST EXIST. SOUTH BAG DROP EXIST. OFFICE 001 EXIST. OFFICE 002 EXIST. OFFICE 003 (N.I.C.) EXIST. IT ROOM EXIST. VEST. 08 08 15 A8.001 ________________15 A8.001 ________________ 15 A8.001 ________________ 14 A8.001 ________________ 05 22' - 0"8' - 0"VIF.30' - 0"30' - 0"30' - 0"30' - 0"30' - 0"30' - 0"30' - 0"30' - 0" 16 A8.001 ________________ 16 A8.001 ________________ 11 11 11 11 11 12 12 12 12 12 1313 13 13 13 A8.001 ________________ 15 A8.001 ________________15 A8.001 ________________ 13 A8.001 ________________13 A8.001 ________________ 15 A8.001 ________________ 15 A8.001 ________________13 A8.001 ________________ 15 A8.001 ________________ EXIST. STORAGE/OFFICE 22 A8.001 ________________22 A8.001 ________________ 22 A8.001 ________________ 22 A8.001 ________________ 22 A8.001 ________________ 22 A8.001 ________________ 22 A8.001 ________________22 A8.001 ________________22 A8.001 ________________ 22 A8.001 ________________22 A8.001 ________________ 22 A8.001 ________________ 20 20 20 20 21 21 22 2222222222 TZ-02 TZ-01 TZ-02TZ-02 TZ-01 TZ-01 TZ-02 TZ-02 23 23 TYP.TYP.30' - 0" VIF.EQEQEQ8' - 0" VIF.TYP. 30' - 0" VIF. EQ EQ EQ EQ EQ TYP. 6' - 0" 32 A8.001 ________________ 31 A8.001 ________________ 32 A8.001 ________________ 31 A8.001 ________________6' - 0"6' - 0"22 A8.001 ________________22 A8.001 ________________ D DD.5 C2 C3B2 B 3 A. AIRPORT OPERATIONS TO BE MAINTAINED THOUGHOUT PHASED CONSTRUCTION. GENERAL CONTRACTOR TO SUBMIT DETAILED PHASING PLANS AND SCHEDULE FOR REVIEW AND APPROVAL BY THE AIRPORT AND TSA (SSCP ONLY) PRIOR TO COMMENCING CONSTRUCTION. REFER TO PROJECT MANUAL SPECIFICATION 01 10 00 SECTION 1.3. B. GENERAL CONTRACTOR TO PROVIDE AND MAINTAIN BARRICADES, LIGHTING, AND GUARDRAILS AS REQUIRED BY APPLICABLE CODES AND REGULATIONS TO PROTECT OCCUPANTS OF BUILDING AND OTHER WORKERS. GENERAL CONTRACTOR TO SUBMIT BARRICADE DESIGN TO AIRPORT FOR APPROVAL. C. CONTRACTOR TO FIELD VERIFY ALL DIMENSIONS AND EDGE CONDITIONS SHOWN ON PLANS. INFORMATION ON PLANS FOR EXISTING CONDITIONS HAS BEEN OBTAINED FROM AVAILABLE SOURCES/RECORD DRAWINGS, AND IS NOT GUARANTEED TO BE ACCURATE IN ALL ASPECTS. VERIFICATION MAY ALSO BE REQUIRED FOR ASSOCIATED ELEMENTS BORDERING OR OVERLAPPING THE AREA IN SCOPE. D. REFER TO A0.100 FOR SYMBOLS AND ABBREVIATIONS. REFER TO A0.300 FOR FINISH SCHEDULE. ENSURE SURFACES TO RECEIVE FINISHES ARE CLEAN, TRUE, AND FREE OF IRREGULARITIES. DO NOT PROCEED WITH WORK UNTIL UNSATISFACTORY CONDITIONS HAVE BEEN CORRECTED. E. REPAIR EXISTING SURFACES TO REMAIN AS REQUIRED FOR APPLICATION OF NEW FINISHES. F. ALL TERRAZZO METAL DIVIDER STRIPS TO BE 1/2" THICK UNO. G. TRANSITIONS BETWEEN FLOORING FINISHES BETWEEN ROOMS TO OCCUR UNDER DOORS H. DIMENSIONS ARE FROM CONTERLINE OF METAL DIVIDER STRIP UNO. I. VERIFY DIMENSIONS DURING LAYOUT OF WORK. NOTIFY ARCHITECT OF DISCREPANCIES PRIOR TO PROCEEDING. NOT IN CONTRACT AREA OF WORK WHITE EPOXY TERRAZZO GREY EPOXY TERRAZZO - DARK TZ-01 TZ-02 2 40 16 SHEET NOTES GENERAL NOTES KEY PLAN © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2024 Tel +1 213.327.3600 Fax +1 213.327.3601 500 South Figueroa Street Los Angeles, CA 90071 USA PALM SPRINGS INTERNATIONAL AIRPORT 3400 E Tahquitz Canyon Way, Palm Springs CA 8 As indicated 12/6/2024 8:24:30 PMAutodesk Docs://005.4833.000 - PSP - On-Call/005.4833.000 - PSP - ARCH - DOC - Terrazzo Flooring Replacement - R23.rvtA2.703-C2 FINISH PLAN - C2 005.4833.001 PSP - ARCH - DOC - Terrazzo Flooring Replacement SCALE:1/8" = 1'-0" FINISH PLAN-C21 M A T C H L IN E S E E : A 2 .7 0 4 -C 3 MATCHL I NE SEE: A2 . 7 04-C3MATCHLINE SEE: A2.702-B3MATCHLINE SEE: A2.702-B3- N LEGEND 10/31/2024 90% CONSTRUCTION DOCUMENTS ISSUE 12/13/2024 90% CONSTRUCTION DOCUMENTS FINISH UPDATE ISSUE 05 NEW TERRAZZO BASE 08 WALK-OFF MAT, CARPET COLOR TO BE DETERMINED 11 RELOCATE EXISTING KIOSKS TEMPORARILY AND REINSTALL THEM IN EXISTING LOCATION. PHASING TO BE DETERMINED BY OWNER AND CONTRACTOR. 12 RELOCATE EXISTING TICKET COUNTERS TEMPORARILY AND REINSTALL THEM IN EXISTING LOCATION. PHASING TO BE DETERMINED BY OWNER AND CONTRACTOR. 13 EXISTING BAGGAGE HANDLING SYSTEM CONVEYOR BELT TO REMAIN. TEMPORARILY REMOVE BHS TOE KICK AND BHS METAL COVER TO INSTALL TERRAZZO FLOOR FINISH. REINSTALL TO ORIGINAL CONDITION. 20 DASHED OUTLINE OF EXISTING DATA AND POWER TRENCH TO REMAIN. VIF. REPAIR/PATCH SLAB AND TRENCH TO RECIEVE NEW FINISHES. PROVIDE NEW EPOXY TERRAZZO FLOOR FINISH AND METAL DIVIDER STRIP. 21 DASHED OUTLINE OF EXISTING DATA AND POWER TRENCH COVER (WALKER DUCT) TO REMAIN. VIF. REPAIR/PATCH SLAB AND TRENCH COVER TO RECIEVE NEW FINISHES. PROVIDE NEW EPOXY TERRAZZO FLOOR FINISH AND METAL DIVIDER STRIP FOR ROUND COVER. REFER TO DETAIL 13/A8.002. 22 REMOVE EXISTING FLOOR-MOUNTED DATA AND POWER OUTLETS TO INSTALL EPOXY TERRAZZO FLOOR FINISH. REINSTALL COVER PLATES IN ORIGINAL LOCATIONS WITH STANDARD ALIGNMENT. 23 EXISTING METAL COLUMN BASE TO REMAIN Project Name - UP H G F 15 15 16 16 16.4 16.4 16.7 16.7 17 18 19 19 GG 20 20 FF EE F.8 13 A8.001 ________________ 13 A8.001 ________________ 03 A8.001 ________________ 16 A8.001 ________________ 15 A8.001 ________________ 13 A8.001 ________________ SOUTH TICKETING HALL (N.I.C.) (N.I.C.) EXIST. ALASKA AIR CARGO EXIST. WORLDWIDE / ALLEGIANTEXIST. ACCESS 5 EXIST. SOUTHWEST EXIST. SKYWEST EXIST. ACCESS 4 EXIST. AIR CANADA EXIST. HALLWAY 5 EXIST. HALLWAY 6 EXIST. SUN COUNTRY EXIST. SOUTH IDF EXIST. FUTURE ATO EXIST. FRONTIER EXIST. SHARED USE EXIST.MECH/ ELEC EXIST. ELEC. EXIST. ELEC EXIST. FUTURE ATO 2 EXIST. UNITED ATO EXIST. DELTA AIRLINES ATO-REMOTE EXIST. HALLWAY 4 EXIST. TSA EXIST. FUTURE EMPLOYEE SCREENING EXIST. WESTJET ATO EXIST. ACCESS 3 EXIST. STAIR & RAMP 15 A8.001 ________________TYP.30' - 0" VIF.8' - 0" VIF.15 A8.001 ________________ 15 A8.001 ________________ 08 15 A8.001 ________________ 15 A8.001 ________________ 12 13 13 12 TYP.48' - 0" VIF.VIF.48' - 0"VIF. 15' - 10" 6' - 9" VIF. 30' - 0" 15' - 10" 6' - 9" 15 A8.001 ________________ TYP. 03 A8.001 ________________ TYP. 11 15 A8.001 ________________ ________________19 A3.101 10' - 0" 10' - 0"TYP.10' - 0" 10' - 0" 8' - 0" VIF. EQ EQ TYP. EQ EQ EQ TYP. 30' - 0" VIF. TZ-01 TZ-01 TZ-01 TZ-02 TZ-02 TZ-02 TZ-02 15 A8.001 ________________ 18 22 A8.001 ________________ 22 A8.001 ________________22 A8.001 ________________22 A8.001 ________________ 22 A8.001 ________________ 22 A8.001 ________________ 22 A8.001 ________________ 22 A8.001 ________________20 20 20 21 20 20 20 21 22 A8.001 ________________ 30 A8.001 ________________ 22 20 2323 15 A8.001 ________________ 15 A8.001 ________________ 31 A3.101 ________________ 32 A8.001 ________________6' - 0"DD.5 C2 C3B2 B 3 A. AIRPORT OPERATIONS TO BE MAINTAINED THOUGHOUT PHASED CONSTRUCTION. GENERAL CONTRACTOR TO SUBMIT DETAILED PHASING PLANS AND SCHEDULE FOR REVIEW AND APPROVAL BY THE AIRPORT AND TSA (SSCP ONLY) PRIOR TO COMMENCING CONSTRUCTION. REFER TO PROJECT MANUAL SPECIFICATION 01 10 00 SECTION 1.3. B. GENERAL CONTRACTOR TO PROVIDE AND MAINTAIN BARRICADES, LIGHTING, AND GUARDRAILS AS REQUIRED BY APPLICABLE CODES AND REGULATIONS TO PROTECT OCCUPANTS OF BUILDING AND OTHER WORKERS. GENERAL CONTRACTOR TO SUBMIT BARRICADE DESIGN TO AIRPORT FOR APPROVAL. C. CONTRACTOR TO FIELD VERIFY ALL DIMENSIONS AND EDGE CONDITIONS SHOWN ON PLANS. INFORMATION ON PLANS FOR EXISTING CONDITIONS HAS BEEN OBTAINED FROM AVAILABLE SOURCES/RECORD DRAWINGS, AND IS NOT GUARANTEED TO BE ACCURATE IN ALL ASPECTS. VERIFICATION MAY ALSO BE REQUIRED FOR ASSOCIATED ELEMENTS BORDERING OR OVERLAPPING THE AREA IN SCOPE. D. REFER TO A0.100 FOR SYMBOLS AND ABBREVIATIONS. REFER TO A0.300 FOR FINISH SCHEDULE. ENSURE SURFACES TO RECEIVE FINISHES ARE CLEAN, TRUE, AND FREE OF IRREGULARITIES. DO NOT PROCEED WITH WORK UNTIL UNSATISFACTORY CONDITIONS HAVE BEEN CORRECTED. E. REPAIR EXISTING SURFACES TO REMAIN AS REQUIRED FOR APPLICATION OF NEW FINISHES. F. ALL TERRAZZO METAL DIVIDER STRIPS TO BE 1/2" THICK UNO. G. TRANSITIONS BETWEEN FLOORING FINISHES BETWEEN ROOMS TO OCCUR UNDER DOORS H. DIMENSIONS ARE FROM CONTERLINE OF METAL DIVIDER STRIP UNO. I. VERIFY DIMENSIONS DURING LAYOUT OF WORK. NOTIFY ARCHITECT OF DISCREPANCIES PRIOR TO PROCEEDING. NOT IN CONTRACT AREA OF WORK WHITE EPOXY TERRAZZO GREY EPOXY TERRAZZO - DARK TZ-01 TZ-02 4 80 32 SHEET NOTES GENERAL NOTES KEY PLAN © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2024 Tel +1 213.327.3600 Fax +1 213.327.3601 500 South Figueroa Street Los Angeles, CA 90071 USA PALM SPRINGS INTERNATIONAL AIRPORT 3400 E Tahquitz Canyon Way, Palm Springs CA 16 As indicated 12/6/2024 8:24:33 PMAutodesk Docs://005.4833.000 - PSP - On-Call/005.4833.000 - PSP - ARCH - DOC - Terrazzo Flooring Replacement - R23.rvtA2.704-C3 FINISH PLAN - C3 005.4833.001 PSP - ARCH - DOC - Terrazzo Flooring Replacement SCALE:1/8" = 1'-0" FINISH PLAN-C31MATCHLINE SEE: A2.703-C2- LEGEND MATCHLINE SEE: A2.703-C2MATCHLINE SEE: A2.703-C2 10/31/2024 90% CONSTRUCTION DOCUMENTS ISSUE 12/13/2024 90% CONSTRUCTION DOCUMENTS FINISH UPDATE ISSUE 08 WALK-OFF MAT, CARPET COLOR TO BE DETERMINED 11 RELOCATE EXISTING KIOSKS TEMPORARILY AND REINSTALL THEM IN EXISTING LOCATION. PHASING TO BE DETERMINED BY OWNER AND CONTRACTOR. 12 RELOCATE EXISTING TICKET COUNTERS TEMPORARILY AND REINSTALL THEM IN EXISTING LOCATION. PHASING TO BE DETERMINED BY OWNER AND CONTRACTOR. 13 EXISTING BAGGAGE HANDLING SYSTEM CONVEYOR BELT TO REMAIN. TEMPORARILY REMOVE BHS TOE KICK AND BHS METAL COVER TO INSTALL TERRAZZO FLOOR FINISH. REINSTALL TO ORIGINAL CONDITION. 18 EXISTING FIRE DOOR POKET TO REMAIN 20 DASHED OUTLINE OF EXISTING DATA AND POWER TRENCH TO REMAIN. VIF. REPAIR/PATCH SLAB AND TRENCH TO RECIEVE NEW FINISHES. PROVIDE NEW EPOXY TERRAZZO FLOOR FINISH AND METAL DIVIDER STRIP. 21 DASHED OUTLINE OF EXISTING DATA AND POWER TRENCH COVER (WALKER DUCT) TO REMAIN. VIF. REPAIR/PATCH SLAB AND TRENCH COVER TO RECIEVE NEW FINISHES. PROVIDE NEW EPOXY TERRAZZO FLOOR FINISH AND METAL DIVIDER STRIP FOR ROUND COVER. REFER TO DETAIL 13/A8.002. 22 REMOVE EXISTING FLOOR-MOUNTED DATA AND POWER OUTLETS TO INSTALL EPOXY TERRAZZO FLOOR FINISH. REINSTALL COVER PLATES IN ORIGINAL LOCATIONS WITH STANDARD ALIGNMENT. 23 EXISTING METAL COLUMN BASE TO REMAIN Project Name - EXISTING HANDRAIL TO REMAIN 1/4" FLAT STEEL SUPPORT LANDING SUBSTRATE 09 66 23 SETTING BED, AS REQUIRED 09 66 23 - RESINOUS MATRIX TERRAZZO FLOOR PRECAST EXPOSED TERRAZZO TREADS EXISTING CONCRETE STAIRS TO REMAIN. CONTRACTOR TO DETERMINE SELECTIVE DEMOLITION NEEDED FOR NEW PRECAST TERRAZZO TREADS. EXISTING WALL TO REMAIN 07 92 00 - JOINT SEALANTS EPOXY GROUTED JOINT 09 66 23 - RESINOUS MATRIX TERRAZZO FLOOR 3/8" TERRAZZO OVER EXIST. CONCRETE SLAB 09 66 23 ABRASIVE INSERT AT STAIR NOSING 2" MIN TO 4" MAX, 1" MAX FROM EDGE. TOP AND BOTTOM OF EACH STAIR RUN REQUIRES A WARNING STRIP ON THE TREAD. ________________06 A3.101 EXISTING CONCRETE STAIRS TO REMAIN EXISTING WALL TO REMAIN 09 66 23 - RESINOUS MATRIX TERRAZZO FLOOR TERRAZZO BASE VIF.1' - 6"EQEQEQALIGN ALIGN VIF.6"3/8"VIF.09 66 23 - RESINOUS MATRIX TERRAZZO FLOOR 3/8" TERRAZZO OVER EXIST. CONCRETE SLAB 09 66 23 - RESINOUS MATRIX TERRAZZO FLOOR PRE-CAST REINFORCED TERRAZZO STAIR TREAD OVER THINSET MORTAR BED "PTR-01" COOL WHITE 07 92 00 - JOINT SEALANTS EPOXY GROUTED JOINT 09 66 23 ABRASIVE INSERT AT STAIR NOSING METAL LATH MOUNTED TO FACE OF PAN RISER, WHERE NEEDED 1/8"2"07 92 00 - JOINT SEALANTS 1/4" MAX. JOINT AT END OF TREAD AGAINST STRINGER 1/2"2"1/8"REFER TO PLANS EXISTING CONCRETE STAIRS TO REMAIN. CONTRACTOR TO DETERMINE SELECTIVE DEMOLITION NEEDED FOR NEW PRECAST TERRAZZO TREADS. 2" 1" VERIFY IN FIELD B 54.1 07 A3.101 ________________ SIM. EXIST. STAIR #2EXIST. ELEV. 13 A8.001 ________________ 21 A8.001 ________________ 18 A3.101 ________________ 04 04 04 07 07 06 TZ-01 TZ-01 TZ-01 EXIST. ENTRY LOBBY 17 17 07 15 A8.001 ________________VIF.11"VIF.11"H G 16 16.4 16.7 17 18 GG (N.I.C.) EXIST. ELEC 31 A3.101 ________________ 29 A3.101 ________________ 29 A3.101 ________________ SIM. 29 A3.101 ________________ VIF. 6' - 9"VIF.30' - 0"EQEQEQ6' - 0" TYP. 6' - 0" VIF. TZ-01 TZ-01 TZ-01 14 15 16 15 15 15 15 16 15 A8.001 ________________ 15 A8.001 ________________ 29 A3.101 ________________ SIM. EXIST. SOUTH TICKETING HALL EXIST. NORTH TICKETING HALL EXIST. RAMP 15 A8.001 ________________ 19 09 66 23 RESINOUS MATRIX TERRAZZO FLOOR EPOXY TERRAZZO OVER CONCRETE SLAB TOP OF CONC. SLAB EXIST. CERAMIC TILE BASE TO REMAIN EXIST. HANDRAIL AND GUARDRAIL TO REMAIN EXIST. CERAMIC TILE FLOOR FINISH AND WALL BASE TO REMAIN EXIST. CONCRETE SLAB 3/8"09 66 23 RESINOUS MATRIX TERRAZZO FLOOR EPOXY TERRAZZO OVER CONCRETE SLAB TOP OF CONC. SLAB EXIST. CERAMIC TILE BASE TO REMAIN EXIST. HANDRAIL AND GUARDRAIL TO REMAIN EXIST. CONCRETE SLAB 3/8"3/8"EXIST. CONCRETE SLAB LEVEL 01 LEVEL 01AVIF.09 66 23 RESINOUS MATRIX TERRAZZO FLOOR EPOXY TERRAZZO OVER CONCRETE SLAB EXIST. CERAMIC TILE TO REMAIN EXISTING CONCRETE STAIRS TO REMAIN VIF.1' - 6"EQEQEQALIGN EXISTING HANDRAIL TO REMAIN 1/4" FLAT STEEL SUPPORT LANDING SUBSTRATE 09 66 23 - SETTING BED, AS REQUIRED 09 66 23 - RESINOUS MATRIX TERRAZZO FLOOR PRECAST EXPOSED TERRAZZO TREADS EXISTING CONCRETE STAIRS TO REMAIN. CONTRACTOR TO DETERMINE SELECTIVE DEMOLITION NEEDED FOR NEW PRECAST TERRAZZO TREADS. EXISTING WALL TO REMAIN 07 92 00 - JOINT SEALANTS EPOXY GROUTED JOINT 09 66 23 - RESINOUS MATRIX TERRAZZO FLOOR 3/8" TERRAZZO OVER EXIST. CONCRETE SLAB 09 66 23 ABRASIVE INSERT AT STAIR NOSING 2" MIN TO 4" MAX, 1" MAX FROM EDGE. TOP AND BOTTOM OF EACH STAIR RUN REQUIRES A WARNING STRIP ON THE TREAD. 09 66 23 - RESINOUS MATRIX TERRAZZO FLOOR TERRAZZO BASE ________________16 A8.001 SIM. 3/8"VIF.6"VIF.3/8" 09 66 23 - RESINOUS MATRIX TERRAZZO FLOOR 3/8" TERRAZZO OVER EXIST. CONCRETE SLAB NOT IN CONTRACT AREA OF WORK WHITE EPOXY TERRAZZO GREY EPOXY TERRAZZO - DARK TZ-01 TZ-02 A. AIRPORT OPERATIONS TO BE MAINTAINED THOUGHOUT PHASED CONSTRUCTION. GENERAL CONTRACTOR TO SUBMIT DETAILED PHASING PLANS AND SCHEDULE FOR REVIEW AND APPROVAL BY THE AIRPORT AND TSA (SSCP ONLY) PRIOR TO COMMENCING CONSTRUCTION. REFER TO PROJECT MANUAL SPECIFICATION 01 10 00 SECTION 1.3. B. GENERAL CONTRACTOR TO PROVIDE AND MAINTAIN BARRICADES, LIGHTING, AND GUARDRAILS AS REQUIRED BY APPLICABLE CODES AND REGULATIONS TO PROTECT OCCUPANTS OF BUILDING AND OTHER WORKERS. GENERAL CONTRACTOR TO SUBMIT BARRICADE DESIGN TO AIRPORT FOR APPROVAL. C. CONTRACTOR TO FIELD VERIFY ALL DIMENSIONS AND EDGE CONDITIONS SHOWN ON PLANS. INFORMATION ON PLANS FOR EXISTING CONDITIONS HAS BEEN OBTAINED FROM AVAILABLE SOURCES/RECORD DRAWINGS, AND IS NOT GUARANTEED TO BE ACCURATE IN ALL ASPECTS. VERIFICATION MAY ALSO BE REQUIRED FOR ASSOCIATED ELEMENTS BORDERING OR OVERLAPPING THE AREA IN SCOPE. D. REFER TO A0.100 FOR SYMBOLS AND ABBREVIATIONS. REFER TO A0.300 FOR FINISH SCHEDULE. ENSURE SURFACES TO RECEIVE FINISHES ARE CLEAN, TRUE, AND FREE OF IRREGULARITIES. DO NOT PROCEED WITH WORK UNTIL UNSATISFACTORY CONDITIONS HAVE BEEN CORRECTED. E. REPAIR EXISTING SURFACES TO REMAIN AS REQUIRED FOR APPLICATION OF NEW FINISHES. F. ALL TERRAZZO METAL DIVIDER STRIPS TO BE 1/2" THICK UNO. G. TRANSITIONS BETWEEN FLOORING FINISHES BETWEEN ROOMS TO OCCUR UNDER DOORS H. DIMENSIONS ARE FROM CONTERLINE OF METAL DIVIDER STRIP UNO. I. VERIFY DIMENSIONS DURING LAYOUT OF WORK. NOTIFY ARCHITECT OF DISCREPANCIES PRIOR TO PROCEEDING. C2 C3B2 B 3 SHEET NOTES GENERAL NOTES KEY PLAN © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2024 AS INDICATED Tel +1 213.327.3600 Fax +1 213.327.3601 500 South Figueroa Street Los Angeles, CA 90071 USA PALM SPRINGS INTERNATIONAL AIRPORT 3400 E Tahquitz Canyon Way, Palm Springs CA 12/6/2024 8:24:37 PMAutodesk Docs://005.4833.000 - PSP - On-Call/005.4833.000 - PSP - ARCH - DOC - Terrazzo Flooring Replacement - R23.rvtA3.101 ENLARGED PLANS AND SECTIONS 005.4833.001 PSP - ARCH - DOC - Terrazzo Flooring Replacement - SCALE:1" = 1'-0" STAIR SECTION - (N)TERRAZZO OVER (EX)CONCRETE STAIR_107 SCALE:3" = 1'-0" STAIR DETAIL - (N)TERRAZZO OVER (EX)CONCRETE STAIR06 SCALE:1/2" = 1'-0" ENLARGED PLAN - STAIR08SCALE:1/4" = 1'-0" ENLARGED PLAN - EXIST. RAMP19SCALE:3" = 1'-0" TERRAZZO @ EXIST. RAMP31 SCALE:3" = 1'-0" TERRAZZO @ EXIST. GUARDRAIL29 SCALE:1" = 1'-0" STAIR SECTION - (N)TERRAZZO OVER (EX)CONCRETE STAIR_218 LEGEND 10/31/2024 90% CONSTRUCTION DOCUMENTS ISSUE 12/13/2024 90% CONSTRUCTION DOCUMENTS FINISH UPDATE ISSUE 04 NEW TERRAZZO FINISH FOR LOW STAIR AND LANDING OVER EXISTING CONCRETE STAIR. VERIFY IN FIELD 06 EXISTING TERRAZZO STAIR FINISH TO REMAIN; CLEAN AND REPAIR EXISTING TERRAZZO STAIR. 07 EXISTING HANDRAIL AND POST TO REMAIN 14 EXISTING TILE ON STAIR TREAD AND RISERS TO REMAIN 15 EXISTING HANDRAIL AND GUARDRAIL TO REMAIN 16 EXISTING TILE ON VERTICAL FACES TO REMAIN 17 REMOVE EXISTING PRECAST TERRAZZO BASE. INSTALL NEW TERRAZZO BASE. 19 EXISTING FIRE DOOR TO REMAIN Project Name - TOP OF CONC. SLAB 09 66 23 RESINOUS MATRIX TERRAZZO FLOOR EPOXY TERRAZZO OVER CONCRETE SLAB EXIST. CERAMIC TILE 09 66 23 RESINOUS MATRIX TERRAZZO FLOOR METAL DIVIDER STRIP 3/8"1/2" ALIGN EXIST. CONCRETE SLAB TOP OF CONC. SLAB EXIST. CARPET 3/8"1/2" EXIST. CONCRETE SLAB 09 66 23 RESINOUS MATRIX TERRAZZO FLOOR EPOXY TERRAZZO OVER CONCRETE SLAB 09 66 23 RESINOUS MATRIX TERRAZZO FLOOR METAL DIVIDER STRIP 09 66 23 RESINOUS MATRIX TERRAZZO FLOOR METAL TRANSITION STRIP TO CARPET 1/4"1/4" NOTE: THIS TRANSITION DETAIL FROM EPOXY TERRAZZO TO CARPET ALSO APPLIES TO TRANSITIONS IN PHASED CONSTRUCTION AT PHASE BOUNDARIES. 09 66 23 RESINOUS MATRIX TERRAZZO FLOOR EXPANSION MATERIAL BONDING AGENT TOP OF CONC. SLAB3/8"EXIST. CONCRETE SLAB 09 66 23 RESINOUS MATRIX TERRAZZO FLOOR METAL DIVIDER STRIP 09 66 23 RESINOUS MATRIX TERRAZZO FLOOR EPOXY TERRAZZO OVER CONCRETE SLAB 1/2" ALIGN BONDING AGENT 09 66 23 RESINOUS MATRIX TERRAZZO FLOOR METAL DIVIDER STRIP TOP OF CONC. SLAB 09 66 23 RESINOUS MATRIX TERRAZZO FLOOR EPOXY TERRAZZO OVER CONCRETE SLAB 3/8"1/8" EXIST. CONCRETE SLAB EXIST. CONTROL JOINT IN SLAB. REPAIR SEMI-FLEXIBLE EPOXY AS REQUIRED BONDING AGENT TOP OF CONC. SLAB EXIST. CONCRETE SLAB 3/8"09 66 23 RESINOUS MATRIX TERRAZZO FLOOR METAL L DIVIDER STRIPS SET BACK TO BACK 09 66 23 RESINOUS MATRIX TERRAZZO FLOOR EPOXY TERRAZZO OVER CONCRETE SLAB 1/8" 09 66 23 RESINOUS MATRIX TERRAZZO FLOOR EXPANSION MATERIAL EXIST. CONTROL JOINT IN CONC. SLAB. VIF. 09 66 23 RESINOUS MATRIX TERRAZZO FLOOR METAL L DIVIDER STRIPS SET BACK TO BACK EXIST. CONCRETE SLAB BONDING AGENT TOP OF CONC. SLAB 1/8"3/8"09 66 23 RESINOUS MATRIX TERRAZZO FLOOR EPOXY TERRAZZO OVER CONCRETE SLAB EXIST. STOREFRONT EXIST. CONCRETE SLAB TOP OF CONC. SLAB 09 66 23 - MORTAR BED VIF.09 66 23 RESINOUS MATRIX TERRAZZO FLOOR PRECAST TERRAZZO BASE 09 66 23 - METAL EDGE STRIP ALIGN 3/8"09 66 23 RESINOUS MATRIX TERRAZZO FLOOR EPOXY TERRAZZO OVER CONCRETE SLAB EXIST. STOREFRONT EXIST. CONCRETE SLAB TOP OF CONC. SLAB 09 66 23 RESINOUS MATRIX TERRAZZO FLOOR EPOXY TERRAZZO OVER CONCRETE SLAB FINISH EXPOXY TERRAZZO DIRECTLY INTO EXIST. STOREFRONT 3/8"09 66 23 RESINOUS MATRIX TERRAZZO FLOOR EPOXY TERRAZZO OVER CONCRETE SLAB 09 66 23 RESINOUS MATRIX TERRAZZO FLOOR PRECAST TERRAZZO BASE 09 66 23 - MORTAR BEDEXIST. WALL TYP.6"EXIST. CONCRETE SLAB TOP OF CONC. SLAB EXIST. WALL TO REMAIN 09 66 23 - METAL EDGE STRIP 3/8"EXIST. WALL TYP.6"EXIST. CONCRETE SLAB 09 66 23 RESINOUS MATRIX TERRAZZO FLOOR EPOXY TERRAZZO OVER CONCRETE SLAB 09 66 23 RESINOUS MATRIX TERRAZZO FLOOR PRECAST TERRAZZO BASE 09 66 23 - MORTAR BED TOP OF CONC. SLAB EXIST. WALL TO REMAIN 09 66 23 - METAL EDGE STRIP 3/8"09 66 23 RESINOUS MATRIX TERRAZZO FLOOR EPOXY TERRAZZO OVER CONCRETE SLAB EXIST. WALL EXIST. CONCRETE SLAB TOP OF CONC. SLAB GROUT TO FILL GAP AND LEVEL NEW TERRAZZO FLOOR WITH EXIST. STONE WALL EXIST. STONE WALL TO REMAIN FINISH EXPOXY TERRAZZO DIRECTLY INTO EXIST. STONE WALL 3/8"09 66 23 RESINOUS MATRIX TERRAZZO FLOOR EPOXY TERRAZZO OVER CONCRETE SLAB 09 66 23 RESINOUS MATRIX TERRAZZO FLOOR PRECAST TERRAZZO BASE 09 66 23 - MORTAR BED EXIST. WALL V.I.F.BOTTOM OF EXIST. PANELEXIST. CONCRETE SLAB TOP OF CONC. SLAB EXIST. WATER FOUNTAIN AND SSL. PANEL TO REMAIN 09 66 23 - METAL EDGE STRIP 3/8"1/8"09 66 23 RESINOUS MATRIX TERRAZZO FLOOR METAL DIVIDER STRIP EXIST. CONCRETE SLAB TOP OF CONC. SLAB EXIST. CARPET TO REMAIN EXIST. DOOR TO REMAIN 09 66 23 RESINOUS MATRIX TERRAZZO FLOOR EPOXY TERRAZZO OVER CONCRETE SLAB 3/8"09 66 23 RESINOUS MATRIX TERRAZZO FLOOR METAL DIVIDER STRIP 09 66 23 RESINOUS MATRIX TERRAZZO FLOOR EPOXY TERRAZZO OVER CONCRETE SLAB EXIST. CONCRETE SLAB TOP OF CONC. SLAB EXIST. ELEVATOR DOOR FRAME & THRESHOLD TO REMAIN ALIGN EXIST. ELEVATOR 3/8"VIF.EXIST. CONCRETE SLAB 09 66 23 RESINOUS MATRIX TERRAZZO FLOOR EPOXY TERRAZZO OVER CONCRETE SLAB 09 66 23 RESINOUS MATRIX TERRAZZO FLOOR PRECAST TERRAZZO BASE 09 66 23 - MORTAR BED TOP OF CONC. SLAB 09 66 23 - METAL EDGE STRIP 3/8"EXIST. DOOR FRAME TO REMAIN EXIST. THRESHOLD TO REMAIN LINE OF EXIST. DOOR FRAME FACE OF EXIST. CERAMIC WALL FINISH 09 66 23 RESINOUS MATRIX TERRAZZO FLOOR PRECAST TERRAZZO 09 66 23 RESINOUS MATRIX TERRAZZO FLOOR METAL DIVIDER STRIP 12 48 16 - ENTRANCE GRILLES3/8"09 66 23 RESINOUS MATRIX TERRAZZO FLOOR EPOXY TERRAZZO OVER CONCRETE SLAB 09 66 23 RESINOUS MATRIX TERRAZZO FLOOR EPOXY TERRAZZO OVER CONCRETE SLAB ALIGN EXIST. CONCRETE SLAB 5/8"BASIS OF DESIGN: HENDRICK ENTRANCE GRILLE WITH ANTI- SLIP COATING TYPE C AND PROFILE BAR B12S LEVEL BED 12 48 16 - ENTRANCE GRILLES EXISTING THRESHOLD EXISTING STOREFRONT MULLION TO REMAIN EXIST. CONCRETE SLAB TERRAZZO WHERE THRESHOLD IS NOT BETWEEN JAMBS LEVEL BED FOR ENTRY MAT GRILLE BASIS OF DESIGN: HENDRICK ENTRANCE GRILLE WITH ANTI- SLIP COATING TYPE C AND PROFILE BAR B12S 09 66 23 RESINOUS MATRIX TERRAZZO FLOOR EPOXY TERRAZZO OVER CONCRETE SLAB 09 66 23 RESINOUS MATRIX TERRAZZO FLOOR PRECAST TERRAZZO BASE 09 66 23 - MORTAR BED EXIST. WALL VIF.EXIST. CONCRETE SLAB TOP OF CONC. SLAB EXIST. WALL TO REMAIN 09 66 23 - METAL EDGE STRIP 3/8"ALIGN© Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2024 AS INDICATED Tel +1 213.327.3600 Fax +1 213.327.3601 500 South Figueroa Street Los Angeles, CA 90071 USA PALM SPRINGS INTERNATIONAL AIRPORT 3400 E Tahquitz Canyon Way, Palm Springs CA 12/6/2024 8:24:40 PMAutodesk Docs://005.4833.000 - PSP - On-Call/005.4833.000 - PSP - ARCH - DOC - Terrazzo Flooring Replacement - R23.rvtA8.001 ARCHITECTURAL DETAILS 005.4833.001 PSP - ARCH - DOC - Terrazzo Flooring Replacement SCALE:12" = 1'-0" TRANSITION - TERRAZZO TO CERAMIC TILE01 SCALE:12" = 1'-0" TRANSITION - TERRAZZO TO CARPET02 SCALE:12" = 1'-0" TYP. 1/2" DIVIDER STRIP03 SCALE:12" = 1'-0" TYP. 1/8" DIVIDER STRIP04 SCALE:12" = 1'-0" TERRAZZO @ EXIST. EXPANSION JOINT07 SCALE:12" = 1'-0" TERRAZZO @ EXIST. CNTRL JOINT08SCALE:3" = 1'-0" TYP. TERRAZZO WALL BASE DETAIL16 SCALE:3" = 1'-0" TERRAZZO @ EXIST. STOREFRONT13 SCALE:3" = 1'-0" TERRAZZO @ EXIST. CURB STOREFRONT24 - SCALE:3" = 1'-0" TERRAZZO @ EXIST. CERAMIC TILE15 SCALE:3" = 1'-0" TERRAZZO @ EXIST. STONE WALL FACING14 SCALE:3" = 1'-0" TERRAZZO @ EXIST. WATER FOUNTAIN23 SCALE:3" = 1'-0" EXIST. DOOR SILL-CARPET TO TERRAZZO22 SCALE:3" = 1'-0" TERRAZZO @ EXIST. ELEVATOR DOOR21 SCALE:3" = 1'-0" EXIST. DOOR SILL-TERRAZZO30 SCALE:3" = 1'-0" TERRAZZO TO WALK-OFF MAT31 SCALE:3" = 1'-0" THRESHOLD TO WALK-OFF MAT32 SCALE:3" = 1'-0" TYP. TERRAZZO WALL BASE @ SSCP29 10/31/2024 90% CONSTRUCTION DOCUMENTS ISSUE 12/13/2024 90% CONSTRUCTION DOCUMENTS FINISH UPDATE ISSUE Project Name - C J54.1 V IF .1/4"1/4"1 /4 "1 /4 "05 75 30.13 STAINLESS STEEL COLUMN COVER BASE EXISTING STEEL COLUMN TO REMAIN LINE OF EXISTING ARCHITECTURAL COLUMN ABOVE 09 66 23 RESINOUS MATRIX TERRAZZO FLOOR METAL DIVIDER STRIP 09 66 23 RESINOUS MATRIX TERRAZZO FLOOR EPOXY TERRAZZO OVER CONCRETE SLAB EXIST. ENTRY LOBBY EXISTING STOREFRONT TO REMAIN VIF. EXIST. COLUMN J 1 /4 "1 /4 "09 66 23 RESINOUS MATRIX TERRAZZO FLOOR METAL DIVIDER STRIP 09 66 23 RESINOUS MATRIX TERRAZZO FLOOR EPOXY TERRAZZO OVER CONCRETE SLAB EXIST. ENTRY LOBBY 1/4"1/4"1/4" 1/4"60.00°3 0 .0 0 ° C HX 1 /4 "1 /4 "1/4" 1/4" 05 75 30.13 STAINLESS STEEL COLUMN COVER BASE EXISTING STRUCTURAL STEEL COLUMN LINE OF EXISTING ARCHITECTURAL COLUMN ABOVE 09 66 23 RESINOUS MATRIX TERRAZZO FLOOR METAL DIVIDER STRIP 09 66 23 RESINOUS MATRIX TERRAZZO FLOOR EPOXY TERRAZZO OVER CONCRETE SLAB 09 66 23 RESINOUS MATRIX TERRAZZO FLOOR METAL DIVIDER STRIP V IF .EXIST. COLUMN G 09 66 23 RESINOUS MATRIX TERRAZZO FLOOR METAL DIVIDER STRIP 09 66 23 RESINOUS MATRIX TERRAZZO FLOOR EPOXY TERRAZZO OVER CONCRETE SLAB EXIST. ENTRY LOBBY 1 /4 "1 /4 "1/4" 1/4"1/4" 1/4"60.00°3 0 .0 0 ° 09 66 23 - MORTAR BED 09 66 23 RESINOUS MATRIX TERRAZZO FLOOR PRECAST TERRAZZO BASE EXISTING STEEL COLUMN WITH FIREPROOFING TO REMAIN. GL GL VIF. 1' - 8"VIF.1' - 8"09 66 23 RESINOUS MATRIX TERRAZZO FLOOR EPOXY TERRAZZO EXIST. COLUMN 10 A8.002 09 66 23 RESINOUS MATRIX TERRAZZO FLOOR PRECAST TERRAZZO BASE GL 1/2"5 1/2"VIF. 1' - 8" 09 66 33 RESINOUS MATRIX TERRAZZO FLOOR EPOXY TERRAZZO OVER CONCRETE SLAB 09 66 23 - METAL EDGE STRIP 09 30 00 PORCELAIN TILE APPLIED OVER THINSET EXIST. CONCRETE SLAB 09 A8.002 ________________6" VIF.REVEAL EXIST. COLUMN ALIGNEXISTING VAULT EXISTING VAULT MANHOLE COVER EXISTING VAULT REMOVABLE FINISH COVER 09 66 33 RESINOUS MATRIX TERRAZZO FLOOR EPOXY TERRAZZO FINISH AT EXISTING VAULT COVER 09 66 33 RESINOUS MATRIX TERRAZZO FLOOR EPOXY TERRAZZO OVER CONCRETE SLAB EXISTING STAINLESS STEEL INSERT WITH FLUSH COVER CAP EXISTING SLAB FIELD VERIFY EXISTING VAULT COVER LOCATIONS, DIMENSION, AND METHOD OF REMOVAL. 1/8" 1/8" 1/8" EXISTING WALKER DUCT EXISTING SLAB 09 66 23 RESINOUS MATRIX TERRAZZO FLOOR EPOXY TERRAZZO FINISH AT WALKER DUCT COVER 09 66 23 RESINOUS MATRIX TERRAZZO FLOOR EPOXY TERRAZZO OVER CONCRETE SLAB FIELD VERIFY EXISTING WALKER DUCT COVER LOCATIONS, DIMENSION, AND METHOD OF REMOVAL. 09 66 23 PERIMETER DIVIDERS © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2024 AS INDICATED Tel +1 213.327.3600 Fax +1 213.327.3601 500 South Figueroa Street Los Angeles, CA 90071 USA PALM SPRINGS INTERNATIONAL AIRPORT 3400 E Tahquitz Canyon Way, Palm Springs CA 12/6/2024 8:24:44 PMAutodesk Docs://005.4833.000 - PSP - On-Call/005.4833.000 - PSP - ARCH - DOC - Terrazzo Flooring Replacement - R23.rvtA8.002 ARCHITECTURAL DETAILS 005.4833.001 PSP - ARCH - DOC - Terrazzo Flooring Replacement - SCALE:1 1/2" = 1'-0" METAL COLUMN BASE - PARTIAL02 SCALE:3" = 1'-0" METAL DIVIDER STRIP INTERSECTION - 103 SCALE:1 1/2" = 1'-0" METAL COLUMN BASE - ROUND01 SCALE:3" = 1'-0" METAL DIVIDER STRIP INTERSECTION - 204 SCALE:1 1/2" = 1'-0" TERRAZZO COLUMN BASE - TYP.09 SCALE:1 1/2" = 1'-0" INT. COLUMN COVER - ELEVATION10 SCALE:3" = 1'-0" SSCP EXISTING VAULT MANHOLE COVER13 SCALE:12" = 1'-0" TICKETING WALKER DUCT COVER14 10/31/2024 90% CONSTRUCTION DOCUMENTS ISSUE 12/13/2024 90% CONSTRUCTION DOCUMENTS FINISH UPDATE ISSUE Project Name - TERRAZZO FLOORING LEGEND PHYSICAL MATERIAL BOARD WILL BE PROVIDED TO THE PLANNING DEPARTMENT E. Vista Chino N Farrell Dr.Ramon Rd. Kirk Douglas Way El Cielo Rd.REFERENCE OF EXISTING TERAZZO FLOOR ELECTRICAL ROOM BEHIND CLEAR KIOSK AREA IN MAIN LOBBY SPACE. EXTERIOR & INTERIOR PHOTOS E. Vista Chino N Farrell Dr.Ramon Rd. Kirk Douglas Way El Cielo Rd. ATTACHMENT C