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Home My WebLink About14 24 00 Elevator Final Shop DWGs and Power Diagram CAR 1 and 2SUBMITTAL TRANSMITTAL Project Name: Ithaca Arthaus Project Number : 18260 A To: Vecino Construction, LLC Date Submitted Attn:Submittal No. (per Procore) x From: Item No. Spec Paragraph / No.Submittal Type Lead Time 1 1.03 Shop Drawings 2 1.03 Elec Equip Data / Wiring Diagram 3 1.03 Shop Drawings 4 1.03 Elec Equip Data / Wiring Diagram 5 6 7 8 9 Comments: Date 14 24 00 Power Data CAR 2 Power Data CAR 1 Schindler 14 24 00 Transmittal (from SUBCONTRACTOR) 14 24 00 14 24 00 14 24 00 karen.concrad@schindler.corp SUB01 CAR 2 Schindler Schindler 973-885-3926 Schindler Manufacturer 3/18/2021 Karen Conrad Dwg. And/or Specification Section SUB01 CAR 1 Title / Description ReSubmitted for Review & Approval REV (1) Submitted for Review & Approval REV (0) This is a FULL SUBMITTAL This is a PARTIAL Submittal Corey Olmstead corey@vecinogroup.com Phone: (315) 854-0979 Signature/Stamp of Transmitter Vecino Construction Stamp BW A&E Stamp Submittal Transmittal X 18260 Ithaca Arthaus 3/19/21 SUBMITTAL TRANSMITTAL Project Name: Ithaca Arthaus Project Number : 18260 A To: Vecino Construction, LLC Date Submitted Attn:Submittal No. (per Procore) x From: Item No. Spec Paragraph / No.Submittal Type Lead Time 1 1.03 Shop Drawings 2 1.03 Elec Equip Data / Wiring Diagram 3 1.03 Shop Drawings 4 1.03 Elec Equip Data / Wiring Diagram 5 6 7 8 9 Comments: Date 14 24 00 Power Data CAR 2 Power Data CAR 1 Schindler 14 24 00 Transmittal (from SUBCONTRACTOR) 14 24 00 14 24 00 14 24 00 karen.concrad@schindler.corp SUB01 CAR 2 Schindler Schindler 973-885-3926 Schindler Manufacturer 3/18/2021 Karen Conrad Dwg. And/or Specification Section SUB01 CAR 1 Title / Description ReSubmitted for Review & Approval REV (1) Submitted for Review & Approval REV (0) This is a FULL SUBMITTAL This is a PARTIAL Submittal Corey Olmstead corey@vecinogroup.com Phone: (315) 854-0979 Signature/Stamp of Transmitter Vecino Construction Stamp BW A&E Stamp Submittal Transmittal SUBREVISION DESCRIPTIONDATEAPPV'D.01FINALS2/10/2021IMFGEN. CONTRACTOR:ENGINEER:GO #SHEETSUB.CARARCHITECT:OWNER:LOCATION:BUILDING:DATE:WE INVITE YOU TO VISIT OUR WEB SITE: http://www.us.schindler.comITHACA ARTHAUS130 CHERRY ST ITHACA, NY 14850THE VECINO GROUPBW ARCHITECTURE & ENGINEERING,ISAAC FRAZIER02/10/20210013300 THE VECINO GROUP, LLCTel. +1 973.397.6500www.us.schindler.comSchindler Elevator Corp.20 Whippany RoadMorristown, NJ 07960GC PACKAGE WORK BY OTHERSGRN240301 CHANGE NOTICES MUST BE RECEIVED AND FULLY EXECUTEDPRIOR TO SCHINDLER ELEVATOR COMPANY PERFORMING ANYADDITIONAL WORK OUTSIDE OF THE SCOPE OF THE BASECONTRACT. WRITTEN OR VERBAL NOTICES WILL NOT BE ACCEPTEDAS A SUBSTITUTE FOR A FULLY EXECUTED CHANGE NOTICE. 23. GENERALTHE DEDICATED PANELS OUTSIDE THE HOISTWAY IDENTIFIED ABOVE AND THEIR LOCATION MUST BE IN AN AREA READILY ACCESSIBLE TOQUALIFIED/AUTHORIZED PERSONS (NFPA 70 REQ. 620.51(C)) OR / (CSA 22.1 REQ. 38-051(5)). ACCESS TO EACH DISCONNECT PANEL MUST REQUIRE AGROUP 2 KEY (ASME A17.1/CSA B44 REQ. 8.1.3). THE DISCONNECTS MAY ALSO BE LOCATED WITHOUT PANELS IN A GROUP 2 KEY SECURED ROOMIDENTIFIED AND DEDICATED FOR THE ELEVATOR APPARATUS ONLY.LOCATE AND MARK THE PANELS AND DISCONNECTS WITH APPROPRIATE SIGNAGE,(NFPA 70 REQ. 620-51 THROUGH 620-55) OR (CSA C22.1 REQ. 38-051 THROUGH 38-055). EACH DISCONNECT OR BREAKER ABOVE MUST BE CAPABLE OFBEING LOCKED IN THE OPEN POSITION WITH A LOCKING APPARATUS (EXCLUDING LOCK ITSELF) THAT CANNOT BE REMOVED FROM THE DEVICES ORPANEL(S).24. OTHER EQUIPMENT/REQUIREMENTS:A. FOR THE MAIN POWER CIRCUIT ONLY:1. A 3-PHASE TRANSFORMER MAY BE SUPPLIED TO PROVIDE THE REQUIRED MOTOR CONTROLLER VOLTAGE IF NOT DIRECTLY AVAILABLE WITHIN THEBUILDING. WHEN SUPPLIED, IT IS PREFERABLE TO BE LOCATED IN A COMMON ELECTRICAL ROOM WITH OTHER BUILDING ELECTRICAL APPARATUS.SEE SCHINDLER POWER SUPPLY DATA SHEET.2. A LOCAL DISCONNECTING MEANS MUST BE PROVIDED IN THE FEEDER TO THIS TRANSFORMER (NFPA70-11 REQ. 450.14) OR (CSA C22.1-12 REQ.26-250). WHEN THE JH DISCONNECT IS NOT LOCATED WITHIN SIGHT OF THE TRANSFORMER, AN ADDITIONAL (TRANSFORMER) DISCONNECTLOCATED WITHIN SIGHT OF THE TRANSFORMER SHALL BE PROVIDED BY THE BUILDING. THE INSTALLATION OF A TRANSFORMER DISCONNECTDOES NOT ELIMINATE THE NEED FOR THE JH DISCONNECT.B. FOR ALL POWER CIRCUITS1. IF A SPRINKLER HEAD IS LOCATED IN THE HOISTWAY OR OTHER DISCONNECT LOCATION, ANY DISCONNECT SERVED BY THAT SPRINKLER HEADMUST BE NEMA 3 COMPLIANT. SPRINKLERS SHALL BE LOCATED AT THE TOP AND BOTTOM OF THE HOISTWAY PER NFPA 13-2010 REQUIREMENT8.15.5.6 (SEE ALSO 8.15.5.3 AND A.8.15.5.3).2. IN US JURISDICTIONS ONLY, WHEN A SPRINKLER HEAD IS LOCATED IN THE HOISTWAY, THE BUILDING SHALL PROVIDE SHUNT TRIP ACTIVATION OFA) JH, THE MAIN DISCONNECT OR B) THE FEED TO THE MAIN DISCONNECT, TRIGGERED BY CONTACTS OF THE FIRE RECALL INITIATING DEVICES (ASDEFINED BY NFPA). THESE DEVICES, LOCATED IN THE HOISTWAY OR OTHER DISCONNECT LOCATION, SHALL PROVIDE INDEPENDENTDISCONNECTION OF ELECTRICAL POWER TO BOTH MAIN AND AUXILIARY POWER CIRCUITS PRIOR TO SPRINKLER ACTIVATION (ASME A17.1-2007/CSAB44-07 RULE 2.8.3.3. AND/OR LOCAL CODE).3. SHUNT TRIP, IF PROVIDED, MUST ALSO HAVE AN AUXILIARY CONTACT THAT FUNCTIONS THE SAME AS THOSE IN THE JH AND JH1 DISCONNECTS.C. FOR COMMUNICATIONS CIRCUITS1. AN ANALOG TELEPHONE LINE, ONE PER ELEVATOR, SHALL BE PROVIDED. LINE SHALL BE CAPABLE OF RECEIVING INCOMING AND MAKINGOUTGOING CALLS. TELEPHONE LINE SHALL ORIGINATE AT THE INSPECTION AND TEST PANEL DESIGNATED BY SCHINDLER AND TERMINATE AT THEBUILDING PHONE SYSTEM.2. WHERE THE ELEVATOR RISE IS 18 M (60 FT) OR MORE, AN ADDITIONAL TELEPHONE / PHONE LINE SHALL BE PROVIDED WITHIN THE BUILDING AT ALOCATION ACCESSIBLE BY EMERGENCY PERSONNEL. THIS PHONE LINE SHALL SUPPORT EQUIPMENT THAT IS CAPABLE OF TWO-WAY ANALOGCOMMUNICATIONS WITH EACH ELEVATOR CAR (VIA EACH CAR’S INSPECTION AND TEST PANEL) INDIVIDUALLY AND OVERRIDING COMMUNICATIONSBETWEEN THE ELEVATOR CAR AND LOCATIONS OUTSIDE OF THE BUILDING.25. A LOCKABLE, 13 1/2" X 15 1/2" X 3 1/2" (MINIMUM), METAL CABINET WITH GROUP-1 KEY TO HOUSE REQUIRED ELECTRICAL SCHEMATICS AND MAINTENANCEHISTORY DOCUMENTS, SHALL BE WALL MOUNTED, ADJACENT TO THE DISCONNECT SWITCH, BY OTHERS, AT THE TOP LANDING. THE SUPPLIER,LOCATION AND MOUNTING OF THE CABINET SHALL BE COORDINATED WITH SCHINDLER.26. PROVIDE SUITABLE FEEDER AND BRANCH WIRING CIRCUITS FROM THE BUILDING SERVICE TO THE CONTROLLER, INCLUDING MAIN LINE SWITCH, FORSIGNAL SYSTEMS, POWER OPERATED DOORS, CAR LIGHTING AND CONVENIENCE OUTLETS. SEE SCHINDLER POWER SUPPLY DATA SHEET.27. PROVIDE EMERGENCY POWER TRANSFER SWITCH AND POWER CHANGE PENDING SIGNALS AS REQUIRED TO MASTER CONTROL.28. LIGHTING, VENTILATION, AND HEATING OF MACHINE/CONTROL ROOM, CONTROL SPACE AND MACHINERY SPACE (RULE 2.7.9)(A17.1 RULE 2.7.5; IBC 2006SECTION 3006.2). MINIMUM LIGHTING TO BE 200 LUX (19FC). A SWITCH PLACED ADJACENT TO THE ENCLOSURE SHALL CONTROL LIGHTING FOR THE JAMBMOUNTED INSPECTION & TEST PANEL. MACHINE/CONTROL ROOM OR CONTROL SPACE TEMPERATURE TO BE MAINTAINED BETWEEN 5°C (41°F) AND 40°C(104°F) WITH LESS THAN 95% NON-CONDENSING HUMIDITY. INSPECTION AND TEST PANEL FLOOR LANDING MIN. 0°C (32°F) AND MAX 40°C (104°F) WITHLESS THAN 95% NON-CONDENSING HUMIDITY. SEE SCHINDLER POWER SUPPLY DATA SHEET FOR HEAT EMISSIONS.29. HOISTING BEAM(S), TRAP DOORS AND OTHER MEANS OF ACCESS TO MACHINERY SPACE OF ADEQUATE SIZE FOR MAINTENANCE AND EQUIPMENTREMOVAL (RULES 2.7.3.4 AND 2.9.3.3). HOISTING BEAM(S) IN EACH SHAFT LOCATED AND LOAD RATED PER SCHINDLER FINAL LAYOUT DRAWINGS. LIFTINGPOINTS OR BEAM(S) SHALL BE VISIBLY MARKED WITH THE SAFE WORKING LOAD.30. CLASS "ABC" FIRE EXTINGUISHERS IN ELECTRICAL MACHINERY AND CONTROL SPACE. EXTINGUISHERS SHALL BE LOCATED CONVENIENT TO ACCESSDOOR (RULE 8.6.1.6.5).31. FURNISH ADEQUATE ON-SITE REFUSE CONTAINERS FOR THE PROPER DISPOSAL OF ELEVATOR PACKAGING MATERIAL. IF ADEQUATE CONTAINERS ARENOT FURNISHED, DISPOSAL OF PACKAGING MATERIAL SHALL BECOME THE RESPONSIBILITY OF THE OWNER.32. TEMPORARY SERVICE: SCHINDLER SHALL BE REIMBURSED FOR ANY LABOR AND MATERIAL THAT IS NOT PART OF THE PERMANENT ELEVATORINSTALLATION AND THAT IS REQUIRED TO PROVIDE TEMPORARY ELEVATOR SERVICE. SCHINDLER'S TEMPORARY ACCEPTANCE FORM SHALL BEEXECUTED AND THE ELEVATOR INSPECTED BEFORE BEING PLACED INTO TEMPORARY SERVICE. THE COSTS ASSOCIATED WITH THE POWER,OPERATION, MAINTENANCE, AND REHABILITATION OF THE EQUIPMENT AND ANY CONSTRUCTION PERMITS OR FEES REQUIRED BY GOVERNINGAUTHORITIES SHALL BE PAID FOR BY OTHERS.33. WHERE THERE IS A BLIND HOISTWAY, AN EMERGENCY DOOR SHALL BE INSTALLED AT EVERY THIRD FLOOR, BUT NOT MORE THAN 11M (36FT) FROM SILLTO SILL. THE CLEAR OPENING MUST BE AT LEAST 700MM (28") WIDE AND 2030MM (80") HIGH (RULE 2.11.1.2).34. A TEMPORARY WORK PLATFORM IS REQUIRED FOR INSTALLATION OF THE ELEVATOR - UNLESS OTHERWISE DIRECTED BY SCHINDLER. IT IS TO BECONSTRUCTED AT THE TOP FLOOR OF EACH TRACTION ELEVATOR. IT MUST COMPLY WITH APPLICABLE GOVERNING CODES & REGULATIONS. THEPLATFORM SHALL BE SECURELY FASTENED TO THE BUILDING STRUCTURE. ERECTION, MAINTENANCE, AND REMOVAL ARE BY OTHERS. (REFERENCESCHINDLER DRAWING TD440)35. IN ADDITION TO THE ABOVE, THE FOLLOWING WORK MUST BE COMPLETED BEFORE ELEVATOR(S) ARE PLACED INTO AUTOMATIC OPERATION. (PRIOR TOCODE REQUIRED MUNICIPAL AUTHORITY INSPECTION. REFER TO SCHINDLER ACCEPTANCE INSPECTION STANDARD FORM).A. FINISHED CAB FLOORING AND IF APPLICABLE, FITTING OF INTERIOR CAB WALLS AND/OR CEILING.B. IF APPLICABLE, SMOKE AND/OR HEAT DETECTORS WITH SIGNALS TO ELEVATOR CONTROLLER(S).C. IF APPLICABLE, EMERGENCY POWER GENERATOR AND AUTOMATIC TRANSFER SWITCH WITH CAPACITY TO RUN AT LEAST ONE ELEVATOR AT ATIME.D. SEAL ALL PENETRATIONS THROUGH 2-HOUR (OR GREATER) RATED WALLS WITH CODE APPROVED MATERIAL. DRYWALL LINER BEHIND ALL WALLMOUNTED HALL FIXTURES.E. ALL RECEPTACLES INSTALLED IN MACHINE/CONTROL ROOMS, MACHINERY SPACES AND PITS MUST HAVE GROUND FAULT CIRCUIT INTERRUPTERPROTECTION (GFCI) (NEC 620 OR CSA 38).F. IF APPLICABLE, CONDUIT AND WIRING FOR FIRE ALARM SYSTEM TO EACH ELEVATOR CONTROL IN MACHINE/CONTROL ROOM.G. IF APPLICABLE, CONDUIT AND WIRE RUNS FOR EMERGENCY/RESCUE COMMUNICATIONS IN CENTRAL ALARM & CONTROL FACILITY, FIRE CONTROLROOM, SECURITY DESK, ETC.H. IF APPLICABLE, CONDUIT AND WIRE RUNS FOR REMOTE ALARM BELL FROM MACHINE/CONTROL ROOM TO REMOTE LOCATION.I. ADEQUATE LIGHTING OF BUILDING CORRIDORS SO THAT ILLUMINATION AT THE LANDING SILL IS MINIMUM 100 LUX (10FC) (RULE 2.11.10.2).J. NFPA 72 (FIRE APPARATUS CODE) REQ. 6.15.2.2 REQUIRES THE FIRE CONTROL PANEL RELAYS THAT PROVIDE THE DRY CONTACTS TO OURCONTROLLER NOT BE LOCATED MORE THAN 3 FEET FROM THE INSPECTION & TEST PANEL JAMB.YOU AGREE TO INDEMNIFY AND SAVE SCHINDLER HARMLESSAGAINST ANY AND ALL LIABILITY AND COSTS ARISING OUT OF YOURFAILURE TO CARRY OUT ANY OF THE FOREGOING REQUIREMENTS.INSTALLATION WORK SHALL BE PERFORMED DURING REGULAR WORKING HOURS OF REGULAR WORKING DAYS AFTER HOISTWAY(S) ANDMACHINE/CONTROL ROOM(S) HAVE BEEN PROPERLY PREPARED AS DESCRIBED IN THE FOLLOWING ITEMS. ALL ITEMS MUST BE PERFORMED ORFURNISHED AT NO COST TO SCHINDLER ELEVATOR CORPORATION ("SCHINDLER") BY THE OWNER OR GENERAL CONTRACTOR OR THEIRAGENTS IN ACCORDANCE WITH ALL GOVERNING CODES. THE PRICE AND INSTALLATION SCHEDULE OF SCHINDLER IS BASED ON THESEJOB-SITE CONDITIONS EXISTING AT THE BEGINNING AND DURING THE INSTALLATION OF THE ELEVATOR EQUIPMENT.ALL WORK MUST BE PERFORMED PER THE LATEST APPLICABLE REVISION OF THE NATIONAL (ASME A17.1 OR CSA B44) AND/OR LOCAL CODES.1. CLEAR, PLUMB, HOISTWAY WITH VARIATIONS NOT TO EXCEED +25MM (+1") -0MM (-0") WITHIN THE FIRST 30.5M (100FT). TOLERANCE MAYINCREASE +0.8MM (1/32") FOR EACH ADDITIONAL 3.05M (10FT) UP TO A MAXIMUM OF +50MM (2"). PIT FLOOR TO BE DRY, LEVEL, FREE OFBUMPS AND DEBRIS. HOISTWAY ENCLOSURE TO BE FIRE RATED PER NATIONAL CODE REQUIREMENTS AND APPLICABLE BUILDING CODES(RULE 2.1.1). HOISTWAY, PIT, AND OVERHEAD DIMENSIONS TO BE AS SPECIFIED ON SCHINDLER FINAL LAYOUT DRAWING.2. ACCEPTABLE MATERIAL UNLOADING AREA WITHIN 30.5M (100FT) OF HOISTWAY WITH "ROLLABLE" ACCESS (PLANKED OR PAVED) ORUNINTERRUPTED USE OF A CRANE OR FORKLIFT AND OPERATOR AT NO COST TO SCHINDLER. DRY AND ENCLOSED STORAGE AREA OFADEQUATE SIZE FOR ELEVATOR MATERIALS NEAR HOISTWAY. ANY WARRANTIES PROVIDED BY SCHINDLER FOR ELEVATOR EQUIPMENTARE NULL AND VOID IF EQUIPMENT IS STORED IN A MANNER THAT DOES NOT COMPLY WITH THE REQUIREMENTS AS DEFINED ABOVE.3. POWER FOR CONSTRUCTION ADJACENT TO HOISTWAYS AND MACHINE/CONTROL ROOMS (110/220 VOLT, SINGLE PHASE, FOR WELDERSAND HOISTS) AND SUFFICIENT 3-PHASE POWER TO RUN ELEVATOR(S) AT THE SAME TIME. REFER TO SCHINDLER POWER SUPPLY DATASHEET. TO MEET THE DATE UPON WHICH THE ELEVATORS ARE TO BE TURNED OVER, THE POWER FOR CONSTRUCTION AND PERMANENT3-PHASE POWER MUST BE INSTALLED AND AVAILABLE PRIOR TO THE START OF ELEVATOR INSTALLATION.4. ALL WORK AREAS, INCLUDING HOISTWAY AND PIT, CLEAR OF DEBRIS. MAINTAIN MINIMUM TEMPERATURE OF 13°C (55°F). ADEQUATE WORKAREA IN FRONT OF GROUND FLOOR ENTRANCE REQUIRED. PROPER LIGHTING OF WORK AREAS.5. 75° BEVEL GUARDS ON ALL PROJECTIONS, RECESSES OR SETBACKS OVER 100MM (4"), EXCEPT ON SIDE USED FOR LOADING/UNLOADING.6. PROVIDE VENTING OF THE HOISTWAY PER NATIONAL CODE REQUIREMENTS AND APPLICABLE BUILDING CODES (RULE 2.1.4). WHEN IBCCOMPLIANCE IS REQUIRED, AN INDEPENDENT AC OR VENTING SYSTEM FOR THE ELEVATOR SYSTEM IS REQUIRED.7. DRIED-IN HOISTWAY(S) AND MACHINE/CONTROL ROOM(S).8. CLEAR, FLAT, VERTICAL OR HORIZONTAL SURFACES FOR MOUNTING RAIL BRACKETS AT EACH FLOOR, IN OVERHEAD, AND INTERMEDIATELEVELS (IF REQUIRED) IN THE SAME VERTICAL PLANE AS THE CLEAR HOISTWAY LINE. THIS INCLUDES DIVIDER BEAMS BETWEEN CARSFOR MULTIPLE ELEVATORS IN A COMMON HOISTWAY. RAIL BRACKET SUPPORTS SHALL NOT INTRUDE INTO THE CLEAR HOISTWAY LINE.RAIL BRACKET SUPPORTS AND DIVIDER BEAMS IN THE OVERHEAD TO BE LOCATED APPROXIMATELY 610MM (24") BELOW THE ROOF ORMACHINE ROOM SLAB. SUPPLY VERTICAL FLAT PLATES ON WHICH TO MOUNT CAR RAIL BRACKETS IF GUSSET PLATES OBSCURE BEAMWEBS, SUCH AS IN WIND BRACING FRAMES. IF APPLICABLE, INTERMEDIATE BRACKET SUPPORTS BETWEEN FLOOR(S) AND IN THEOVERHEAD AREA MAY BE REQUIRED. REFER TO SCHINDLER FINAL LAYOUT DRAWINGS FOR MAXIMUM BRACKET SPACING AND ACTUALSUPPORT LOCATIONS.9. FOR MASONRY BLOCK HOISTWAY CONSTRUCTION, SCHINDLER WILL PROVIDE RAIL BRACKET INSERTS FOR INSTALLATION BY OTHERS,LOCATED IN ACCORDANCE WITH THE SCHINDLER FINAL LAYOUT DRAWINGS. WHERE INSERTS ARE NOT USED, HOLLOW MASONRYBLOCKS ARE NOT ACCEPTABLE FOR BRACKET FASTENING. PROVIDE 125MM (5") CONCRETE BELT AROUND HOISTWAY OR OTHERACCEPTABLE SUPPORT AT EACH FLOOR, IN OVERHEAD, AND INTERMEDIATE LEVELS (IF REQUIRED).10. BLOCKOUT/CUTOUT THROUGH WALL AS REQUIRED, TO ACCOMMODATE HALL BUTTON BOXES, SIGNAL FIXTURES, AND HATCH DUCT.PROVIDE FOR ANY REPAIRS SUCH AS GROUTING, PATCHING, PAINTING, OR FIRE PROOFING.11. FOR NON-MASONRY HOISTWAY CONSTRUCTION WITH FLOOR HEIGHTS EXCEEDING 4.5M (15FT), STRUCTURAL SUPPORT AT 2.4M (8FT) TO4.5M (15FT) ABOVE FINISHED FLOOR LEVEL FOR ENTRANCE STRUT ANGLE ATTACHMENT.12. FOR MASONRY HOISTWAY WALLS AT ENTRANCES, PROVIDE ROUGH OPENING OF 203MM (8") ON EACH SIDE AND 203MM (8") ON TOP OFCLEAR OPENING FOR INSTALLATION OF DOORFRAMES AND SILLS. FOR DRYWALL HOISTWAY WALLS AT ENTRANCES, WALLS ARE TO BEBUILT AFTER DOORFRAMES AND SILLS ARE SET IN PLACE.13. GROUTING AROUND ENTRANCE FRAMES AND FINISHED FLOOR AND GROUT TO SILL LINE AFTER INSTALLATION OF ENTRANCE.14. CONSTRUCTION BARRICADES (PER OSHA REQUIREMENTS) EITHER OUTSIDE OF ELEVATOR HOISTWAY(S) OR BETWEEN ELEVATORS INSIDEOF HOISTWAY(S) AS REQUIRED. BARRICADES TO BE FREESTANDING AND REMOVABLE, LOCATED AT EACH HOISTWAY OPENING AT EACHFLOOR. BARRICADES SHALL BE ERECTED, MAINTAINED, AND REMOVED BY OTHERS.PROTECTION FROM FALLSA. AS REQUIRED BY THE OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (OSHA) 1926.502 B) (1-3) A FREESTANDING REMOVABLEBARRICADE AT EACH HOISTWAY OPENING AT EACH FLOOR. BARRICADES SHALL BE 42” HIGH, WITH MID-RAIL AND KICK BOARD, ANDWITHSTAND 200 LBS. OF VERTICAL AND HORIZONTAL PRESSURE.B. AS REQUIRED BY THE OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (OSHA) OSHA 1926.502(J) HOISTWAY PROTECTIONFROM FALLING DEBRIS AND OTHER TRADES MATERIALS BY EITHER:1. 8 FOOT SCREENING/MESH IN FRONT OF ALL ELEVATOR ENTRANCES2. SECURED/CONTROLLED ACCESS TO ALL ELEVATOR LOBBIES (LOCK AND KEY) WITH POSTED NOTICE “ ONLY ELEVATORPERSONNEL BEYOND THIS PROTECTION”15. DRY PIT REINFORCED TO SUSTAIN VERTICAL FORCES FROM RAILS AND IMPACT LOADS ON BUFFERS (RULE 2.2.2). CAR BUFFER IMPACTLOADS AS CALCULATED (RULE 8.2.3).16. ADEQUATE SEALING AND WATERPROOFING OF PIT. EFFECTIVE PREVENTION OF PIT EXPOSURE TO STORM WATER OR GROUND WATER.17. WHERE THERE IS A DIFFERENCE IN LEVEL BETWEEN THE FLOORS OF ADJACENT PITS, A METAL GUARD SHALL BE INSTALLED NOT LESSTHAN 2000 MM (79") ABOVE THE LEVEL OF THE HIGHER PIT FLOOR (RULE 2.2.3.1). WHERE THE DIFFERENCE IN LEVEL IS 600 MM (24") ORLESS, A STANDARD RAILING CONFORMING TO RULE 2.10.2 SHALL BE PERMITTED (RULE 2.2.3.2).18. DRAINS & SUMPS IN ELEVATOR PITS, WHERE PROVIDED, SHALL COMPLY WITH THE APPLICABLE PLUMBING CODE, AND THEY SHALL BEPROVIDED WITH A POSITIVE MEANS TO PREVENT WATER, GASES AND ODORS FROM ENTERING THE HOISTWAY. SUMPS AND SUMP PUMPSIN PITS, WHERE PROVIDED, SHALL BE COVERED. THE COVER SHALL BE SECURED AND LEVEL WITH THE PIT FLOOR (RULES 2.2.2.4 AND2.2.2.6) AND SHOULD BE LOCATED TO CLEAR ELEVATOR EQUIPMENT (CANNOT BE CONNECTED DIRECTLY TO STORM DRAIN OR SEWER).19. GFCI CONVENIENCE OUTLET AND LIGHT FIXTURE WITH GUARD IN PIT (NATIONAL ELECTRICAL CODE (NFPA 70 RULE 620-85) OR (CSAC22.1-02 SECTION 38-085)). MINIMUM LIGHTING TO BE 100 LUX (10FC) (RULE 2.2.5).20. PIT LADDER FOR EACH ELEVATOR IN COMPLIANCE WITH RULE 2.2.4.2. NEAREST POINT OF THE LADDER SHALL BE WITHIN 975MM (39"),MEASURED HORIZONTALLY FROM THE MEANS TO UNLOCK THE EGRESS DOOR FROM THE PIT. THE LADDER SHALL EXTEND NOT LESSTHAN 1200MM (48") ABOVE THE SILL OF THE ACCESS DOOR. RUNGS OR CLEATS TO BE NON-SLIP AND SHALL BE SPACED 300MM (12") ON CENTER AND 400MM (16") WIDE (SEE RULE 2.2.4.2 FOR EXCEPTION WHEN UNAVOIDABLE OBSTRUCTIONS ARE ENCOUNTERED). LOCATEPER SCHINDLER FINAL LAYOUT DRAWINGS AND DRAWING DS823. ALL WALK-IN PITS MUST FOLLOW THE REQUIREMENTS OF RULE 2.2.4.5.21. GFCI CONVENIENCE OUTLET AND TELEPHONE OUTLET LOCATED IN MACHINE/CONTROL ROOM FOR EACH ELEVATOR (NATIONALELECTRICAL CODE (NFPA 70 RULE 620-85) OR (CSA C22.1-02 SECTION 38-085)). DEDICATED ANALOG TELEPHONE LINE CAPABLE OFOUTGOING AND INCOMING CALLS FOR EMERGENCY PHONE SYSTEM (RULES 2.27.1.1 & 2.27.1.2) AND SCHINDLER REMOTE MONITORING(SRM).22. MAIN POWER CIRCUITA. JH: A DEDICATED LOCKABLE WALL-MOUNTED OR RECESSED SELF LOCKING PANEL WITH A FUSED DISCONNECT SWITCH OR CIRCUITBREAKER (WHERE PERMITTED) SUITABLE FOR 3-PHASE POWER FOR THE ELEVATOR CONTROL, LOCATED IN A) THE BUILDING COMMONELECTRICAL UTILITY ROOM, OR B) A BUILDING SERVICE CORRIDOR, OR C) ON / IN A WALL WITHIN SIGHT OF THE ELEVATOR INSPECTIONAND TEST PANEL. DISCONNECT SWITCH OR BREAKER MUST ALSO HAVE AN AUXILIARY (DRY) CONTACT THAT IS POSITIVELY DRIVENAND OPENS WHEN THE BREAKER OR SWITCH IS OPENED.B. JH1: ONLY WHEN MOTOR CONTROLLER IS LOCATED IN HOISTWAY: AN ADDITIONAL LOCKABLE WALL-MOUNTED NON-FUSEDDISCONNECT SWITCH IN THE HOISTWAY, TO BE LOCATED ADJACENT TO THE MOTOR CONTROLLER. THIS DISCONNECT MUST ALSO A)BE LOCKABLE IN THE CLOSED POSITION WITH A LOCKING MECHANISM THAT CANNOT BE REMOVED FROM THE DEVICE AND B) HAVE ANAUXILIARY (DRY) CONTACT THAT IS POSITIVELY DRIVEN AND OPENS WHEN THE \ SWITCH IS OPENED. (SEE ALSO NFPA70 REQ.620.51(C)(1) OR CSA C22.1 REQ. 38-051(6)).C. POWER WIRING FROM JHL TO THE CORRESPONDING INSPECTION AND TEST PANEL.D. OTHER SINGLE-PHASE FUSED DISCONNECT SWITCHES OR CIRCUIT BREAKERS FOR FUNCTIONS RELATED TO THE ELEVATOR,INCLUDING BUT NOT LIMITED TO POWER FOR RECEPTACLES, LIGHTING, REMOTE MONITORING EQUIPMENT, SEISMIC EQUIPMENT, ANDPIT PUMPS, LOCATED ADJACENT TO THE 3-PHASE PANEL OR WITHIN THE 3-PHASE PANEL.E. WIRING FROM “OTHER” DISCONNECTS TO RECEPTACLES/LIGHTING DEVICES AT THE DESTINATIONS (PIT, TOP HOISTWAY,MACHINERY/CONTROL SPACES, CONTROL ROOMS, MONITORING STATIONS, ETC.)WORK BY OTHERS1 OF 8LAYOUTS BASED ON OPPORTUNITY: 0201286661 SUBREVISION DESCRIPTIONDATEAPPV'D.01FINALS2/10/2021IMFGEN. CONTRACTOR:ENGINEER:GO #SHEETSUB.CARARCHITECT:OWNER:LOCATION:BUILDING:DATE:WE INVITE YOU TO VISIT OUR WEB SITE: http://www.us.schindler.comITHACA ARTHAUS130 CHERRY ST ITHACA, NY 14850THE VECINO GROUPBW ARCHITECTURE & ENGINEERING,ISAAC FRAZIER02/10/20210013300 THE VECINO GROUP, LLCTel. +1 973.397.6500www.us.schindler.comSchindler Elevator Corp.20 Whippany RoadMorristown, NJ 07960GC PACKAGE SPECIFICATIONS & DATAGRN240301 PLEASE PAY PARTICULAR ATTENTIONTO HIGHLIGHTED ITEMSCWT C/L TO CAR GUIDE RAIL BASE DISTANCEXCWENTRANCE SILL DEPTHTSWTRANSFER SWITCH UNITTSUCAR C/L TO REAR HW WALL DISTANCETKSW2CAR C/L TO FRONT HW WALL DISTANCETKSW1RUNNING CLEARANCETKSCAR SILL TO INSIDE CAR WALLTKACAR DEPTH (INSIDE)TKCOUNTERWEIGHT DEPTHTGSUSPENSION TRACTION MEDIASTMOVER-TRAVEL OF CAR CAR BELOWSKUHALF-GRAVITY STOPPING DISTANCESKSOVER-TRAVEL OF CAR ABOVESKOHW WALL TO CWT C/LSGRIGHT HW WALL TO BASE OF CAR RAIL DISTANCESF2LEFT HW WALL TO BASE OF CAR RAIL DISTANCESF1ROUGH OPENINGROFORCE ON GUIDE SHOE PERPENDICULAR TOGUIDE RAIL AXIS ON CAR OR CWT SIDEPCWT RAIL LENGTHLF CWTCAR RAIL LENGTHLF CARLANDING DOOR UNIT, PROVIDES INSPECTION AND TEST PANEL ACCESSLDUAUXILIARY DISCONNECTJH1MACHINE DISCONNECTJHHEIGHT OF CWT PLINTHHSS2HEIGHT OF CAR PLINTHHSS1HEIGHT OF COMPRESSED CWT BUFFERHPE CWTHEIGHT OF COMPRESSED CAR BUFFERHPE CARFULL CWT BUFFER HEIGHTHP CWTFORCE OF CWT RAIL ON REAR OF HOISTWAY PITREFER TO P FOR ACTING FORCES ON CWT SIDEREFER TO P FOR ACTING FORCES ON CAR SIDECAR TOE GUARD HEIGHTCAR HEIGHTCAR FRAME BOTTOM HEIGHTDISTANCE BETWEEN GUIDE RAIL BRACKETSFLOOR TO FLOOR DISTANCEFORCE OF CWT RAIL ON FRONT OF HOISTWAY PITFORCE OF CWT-SIDE CAR RAIL ON HOISTWAY PITFORCE OF CWT BUFFER ON HOISTWAY PITFORCE OF CAR BUFFER ON HOISTWAY PITFORCE OF LONE CAR RAIL ON HOISTWAY PITREFER TO F FOR ACTING FORCES ON CWT SIDEDOOR C/LCAR OPERATING PANELCAR C/L TO MACHINE/CWT SIDE WALLDISTANCE BETWEEN CAR GUIDE RAILSCAB INSIDE WALL WIDTH (REAR LEFT)CAB INSIDE WALL WIDTH (REAR RIGHT)CAB INSIDE WALL WIDTH (FRONT RIGHT)CAB INSIDE WALL WIDTH (FRONT LEFT)CAR ENTRANCE CLEAR WIDTHFORCE ON GUIDE SHOE IN DIRECTION OF GUIDERAIL AXIS ON CAR SIDE OR CWT SIDEFCAR C/L TO LONE RAIL WALL SIDECCL2DISTANCE BETWEEN COUNTERWEIGHT GUIDERAILSBGSHKAHKHGUHFHEF13F14F12F10F9F11FF2gFF2FF1gREFER TO F FOR ACTING FORCES ON CAR SIDEFF1DCLCOPCAR CONTROL UNITCCUCCL1BKSBKF4BKF3BKF2BKF1BKECAR WIDTH (INSIDE)BKBUFFER IMPACT ASSEMBLYBIADEFINITIONACRONYMFULL CAR BUFFER HEIGHTHP CARPLATFORM & FLOORING THICKNESSHKBDEFINITIONACRONYMJHLLINHALL LANTERNLOPHALL PUSH BUTTONCINCAR LANTERNTATASCAR SUPPLY DISCONNECTAUTOTRANSFORMER 20KVACONTROL TRANSFORMER 1KVATCRRTOP OF CAR RAILTCWRTOP OF COUNTERWEIGHT RAILSTM LENGTH (EACH)STM QTYSTM BELT TYPEDRIVE/CAR SHEAVE DIAROPINGSTM TRIP COUNT LIMITBRAKE ASSEMBLY TYPEMACHINE TYPEQUANTITY OF LANDINGSENTRANCES (OPENINGS)HOISTWAY DEPTH (TS)HOISTWAY WIDTH (BS)PIT DEPTH (HSG)TRAVEL (HQ)OVERHEAD (HSK)MACHINE/CWT LOCATIONLOCAL BUILDING CODESEISMIC ZONE / CATDRIVE SYSTEMCONTROL TYPECONTROL SYSTEMSPEED (VKN)CAPACITY / LOADING CLASSELEVATOR TYPECAR NUMBERLANDING DOOR TYPE-FRONTLANDING DOOR TYPE-REARDOOR WIDTH (BT)DOOR HEIGHT (HT)CAB HEIGHT (HK)LANDING DOOR FIRE RATINGDOOR OPERATOR TYPEDOOR CLUTCH TYPEENTRANCESTRACTIONHOISTWAYGENERALDRIVE TYPELANDING DOOR LOCK TYPENFPA13 CODEFIREFIGHTER CARSTRETCHER CARLOCAL REGULATION CODEMACHINE VOLTAGECP NUMBERMACHINE HORSEPOWERPIT SET DRILLINGBRAKE MODELBRAKE QUANTITY/TYPEVARIODOYNNX100SELECTIVE COLLECTIVE AUTOMATICGENERAL PURPOSE/PASSENGERON RAIL IN OVERHEAD1000000FMB130-NN-4D176FERMATOR0152:14135' [41.1 M]3.4" (87 MM)FMB130-NN-4D176NY1, A17.1 - 20132-SPD SIDE OPENING RIGHT HAND (T2L)N/A7' [2134 mm]UL 10B 1.5 HOURSFERMATOR COMPACTFERMATOR COMPACTVAF023_2303'-6" [1067 mm]7'-9 1/8" [2366 mm]0IBC 201520132083500 lbs [1590 KG] / CLASS AN/A12'-7" [3835 mm]43'-0 3/8" [13116 mm]5' [1524 mm]8'-6" [2591 mm]6'-11" [2108 mm]5 (5 FRONT / 0 REAR)YESLEROY SOMER MAGNETIC DISK BRAKE2 MAGNETIC DISK BRAKESSTM-PV30 (FIRE RATED)150 fpm [0.75 m/s]NOYESN/ACAR GOV. ROPE TYPECAR GOV. ROPE LENGTHCAR GOVERNOR TYPECAR SAFETY TYPECAR NUMBERCAR GUIDERAILSCWT GUIDERAILSCAR GUIDESHOE TYPECWT GUIDESHOE TYPECAR BUFFER TYPECAR BUFFER QTYCAR BUFFER STROKECAR RUNBYCWT BUFFER TYPECWT BUFFER QTYCWT BUFFER STROKECWT RUNBYCAR NET AREACAR FLOOR THICKNESS (HKZ)CAR ADDITIONAL WEIGHTCAR WEIGHTCWT WEIGHTCWT PERCENTAGESYSTEM WEIGHTSSAFETY ELEMENTS & GUIDE RAILSFLOOR WEIGHT BY OTHERSELECTRICAL DATABATTERY BACKUP (AUTO EVAC)EMERGENCY POWER OPERATIONMAIN POWER FREQUENCYMAIN POWER PHASEMAIN POWER SUPPLY VOLTAGE (UN)AUTOTRANSFORMERMASS ACTING ON SAFETIES (GKU)EMERGENCY SERVICE / CODE BLUESECURITYVIP SERVICEWATER DETECTION IN PITSTATUS (FIREFIGHTER) PANEL INTERFACELOBBY VISION INTERFACECONTROL OPTIONSCAR BUFFER SPRING OUTER DIA. / LENGTHCWT BUFFER SPRING OUTER DIA. / LENGTHTEXT/VIDEO COMMUNICATIONSLIDINGSLIDING21SCHINDLER-RF1SA GBP 2026MM DIA.0112 lbs/ft (T127-1/B)6 lbs/ft (T75)122.00' [37 m]0 LBS [0 KG]50%37.78 ft2 [3.51 m2]3/8" [10 mm]2353 LBS [1067 KG]4115 LBS [1867 KG]SPRING2 1/2" [64 mm]6" [152 mm]SPRING2 1/2" [64 mm]6" [152 mm]5875 LBS [2665 KG]60 HzNO3208VNOYES150 LBS [68 KG]NONON/AYESNONO3.62 [91.9] / 9.18 [233.2]5.5 [139.7] / 9.06 [230.1]NOCAR ENCLOSURE MEETS THE EQUIVALENT DEFLECTION AND ALLOWABLESTRESS REQUIREMENTS OF 2.15.10 AND 2.15.11FIELD NOTES:- MEETS ASME A17.1, ADA AND LOCAL CODES.- STM TWIST 180 DEGREES BETWEEN CAR AND MACHINE.- PER ASME A17.1-2013/CSA B44-07 WITH ADDENDAS A-2008 AND B-2009 ANDEDITION 2010 INCLUDES COMMUNICATIONS FAILURE INDICATOR TO BELOCATED IN VICINITY OF PHASE 1 FIRE RECALL SWITCH.- THIS CONTRACT COMPLIES WITH ASME A17.1-2007/CSA B44-07 WITHADDENDAS A-2008 AND B-2009 AND EDITION 2010 AND WHERE APPLICABLEINCLUDES EXCEPTION TO THOSE POINTS COVERED UNDER THEACCOMPANYING VARIANCE DOCUMENTS RELATED TO THE SUSPENSIONSYSTEM AND GOVERNOR ROPES THAT CONFORM TO THE LATTER 2010EDITION AND TO ASME A17.6-2010.2 OF 8LAYOUTS BASED ON OPPORTUNITY: 0201286661 [A]SEE NOTE 9 (TYP.)TKSW1=3'-634" CAR C/L CAR C/LHOISTBEAM (BY OTHERS)CWTMOTOR WALL FRONT WALLBS=8'-6" (HOISTWAY WIDTH)TS=6'-11" (HOISTWAY DEPTH) TKSW1=3'-634"TKSW2=3'-414"FRONT (RIGHT HAND)FLOOR 1,2,3,4,5RO1=1'-114"RO2=4'-1116"RO=5'-2516" (ROUGH OPENING)3'-31116"CCL1=4'-41516"CCL2=4'-1116"DCL=5'-81116"1'-4"512"SUMPPIT*SEENOTE 71'-3316"F9SEETABLEF9101316"914"F125516"F11F102'-2"F14SG=3716"2'-2"F13CARC/LLTSEENOTE 81'-8"GFCISEENOTE934"SEE NOTE 6FRONT1'-5"1'-118"TKSW1=3'-634"TKSW2=3'-414" 1'-0"AA1'-4" MAX.SUBREVISION DESCRIPTIONDATEAPPV'D.01FINALS2/10/2021IMFGEN. CONTRACTOR:ENGINEER:GO #SHEETSUB.CARARCHITECT:OWNER:LOCATION:BUILDING:DATE:WE INVITE YOU TO VISIT OUR WEB SITE: http://www.us.schindler.comITHACA ARTHAUS130 CHERRY ST ITHACA, NY 14850THE VECINO GROUPBW ARCHITECTURE & ENGINEERING,ISAAC FRAZIER02/10/20210013300 THE VECINO GROUP, LLCTel. +1 973.397.6500www.us.schindler.comSchindler Elevator Corp.20 Whippany RoadMorristown, NJ 07960GC PACKAGE PLAN VIEWSGRN240301 OVERHEAD HOISTBEAMSScale: 1/2"=1'0"HOISTWAY AND PIT PLANScale: 1/2"=1'0"NOTES:1. TEMPORARY PLATFORM TO BE CONSTRUCTED OF 2 x 10 DOUGLAS FIR GRADE 2.2. PLATFORM TO BE COVERED BY 2 LAYERS OF 5/8" [16] PLYWOOD DECKING 5/8" [16] THICK CDX GRADE. WORK PLATFORM RATED TO HANDLE 1000 lbs [454 kg].3. METAL BEARING ANGLES 6" x 6" x 3/8" [152 x 152 x 10] TO BE FIXED TO BUILDING WALLS, FRONT AND BACK, WITH PLATFORM AFFIXED TO TOP OF BEARING ANGLE. SHALL BE EQUAL OR GREATER THAN THE WIDTH OF THE PLATFORM. METAL BEARING ANGLES RATED TO HANDLE 1500 lbs [680 kg]. PLATFORM DESIGNED & PROVIDED BY OTHERS. SEE SECTION A-A4. GUIDE RAILS INCLUDE SAFETIES APPLICATION, GOVERNOR LOAD AND EQUIPMENT ON RAILS.5. PLATFORM TO BE LEVEL WITH TOP FLOOR OPENING WITH EASY REACH OF HOISTBEAMS FOR ATTACHMENT OF FALL ARREST LIFELINES, LANYARDS, OR DECELERATION DEVICES.6. PLATFORM TO BE BUILT & REMOVED BY OTHERS. FRONT WALL AT TOP LANDING TO NOT BE INSTALLED UNTIL THIS PLATFORM IS REMOVED.7. SUMP PIT IN ELEVATOR PITS, WHERE PROVIDED, SHALL COMPLY WITH THE APPLICABLE PLUMBING CODE, AND THEY SHALL BE PROVIDED WITH A POSITIVE MEANS TO PREVENT WATER, GASES AND ODORS FROM ENTERING THE HOISTWAY. SUMPS AND SUMP PUMPS IN PITS, WHERE PROVIDED, SHALL BE COVERED. THE COVER SHALL BE SECURED AND LEVEL WITH THE PIT FLOOR PER APPLICABLE A17.1 EDITION AND SHOULD BE LOCATED TO CLEAR ELEVATOR EQUIPMENT (CANNOT BE CONNECTED DIRECTLY TO STORM DRAIN OR SEWER). PLACEMENT OF SUMP PUMP SHALL NOT IMPEDE ON DESIGNATED REFUGE SPACE. SUMP PITS INCLUDING PUMPS AND PIPES MUST BE LOCATED AT A MINIMUM OF 12" FROM RAIL FOOT PRINT (REFER TO HATCH PLAN). ONLY ONE SUMP PUMP REQUIRED IF HOISTWAYS ARE OPEN TO EACH OTHER. COORDINATE SUMP LOCATION WITH SCHINDLER SUPERINTENDENT.8. PIT LIGHT ("LT") & GFCI BY OTHERS. LOCATE ON REAR WALL NO LESS THAN 32" [813] BELOW BOTTOM LANDING.9. GC TO PROVIDE AND INSTALL STEEL I-BEAM(S) AS SHOWN IN THE OVERHEAD HOISTBEAMS DETAIL. EACH BEAM SHOULD BE CAPABLE OF WITHSTANDING A MINIMUM LIVE LOAD [A] OF 7500 lbs [3402 kg].16.4 kN3677 lbf98.9 kN22233 lbf80.7 kN18144 lbf62.6 kN14083 lbf46.2 kN10383 lbf3677 lbf16.4 kNVERTICAL LOADS CAR 01F14F13F12F11F10GUIDE RAILS IMPACTRAIL LOADS INCLUDE SAFETY APPLICATION & EQUIPMENT WEIGHTBUFFER IMPACTF9NOTE: F9 DOES NOT OCCUR SIMULTANEOUSLY WITH F11 & F12TEMPORARY HOISTWAY PLATFORM (BY OTHERS)Scale: 1/2"=1'0"SEE NOTES #1-6FRONT AND REAR WALLMOUNTING ANGLETEMP PLATFORM Section A-ANOT TO SCALE3 OF 8LAYOUTS BASED ON OPPORTUNITY: 0201286661 12345FRONT1BRACKET SUPPORTSSEE DETAIL AHF=4'-618"6HF=8'-978"TEMPORARYPLATFORMSEE NOTE 2HE=12'-634"RO=7'-8"HE=10'-178"HE=10'-178"HE=10'-178"HSK=12'-7"MINIMUM 2" [50.8]HOISTBEAM TO TOPOF SHAFT CLEARANCEHSG=5'-0"HQ=43'-038"2HF=10'-8"3HF=10'-8"4HF=10'-8"HF=10'-8"5HF=10'-8" HT STRUT SUPPORT=8'-4" [2540] 8" MIN. [203] 8" MIN. [203]LANDING FINISHEDFLOOR LEVELFULL WIDTHSUPPORT FORSILL ATTACHMENTFULL WIDTHSUPPORT FORHEADER/STRUTATTACHMENTTYPICAL FLOORNOT TO SCALEDOOR ROUGH OPENINGMIN. RO=4'-10"[1473]MIN. RO=7'-8" [2337] SEE NOTE #3 SUBREVISION DESCRIPTIONDATEAPPV'D.01FINALS2/10/2021IMFGEN. CONTRACTOR:ENGINEER:GO #SHEETSUB.CARARCHITECT:OWNER:LOCATION:BUILDING:DATE:WE INVITE YOU TO VISIT OUR WEB SITE: http://www.us.schindler.comITHACA ARTHAUS130 CHERRY ST ITHACA, NY 14850THE VECINO GROUPBW ARCHITECTURE & ENGINEERING,ISAAC FRAZIER02/10/20210013300 THE VECINO GROUP, LLCTel. +1 973.397.6500www.us.schindler.comSchindler Elevator Corp.20 Whippany RoadMorristown, NJ 07960GC PACKAGE ELEVATION VIEWGRN240301ELEVATION DETAIL CAR 01NOTES:1.MAXIMUM RAIL BRACKET SPAN ALLOWED IS 10'-9 15/16" [3300].2.TEMPORARY PLATFORM WITH CORRESPONDING BEARINGSUPPORTS TO BE PROVIDED BY OTHERS.3.IN ACCORDANCE WITH UL REQUIREMENTS, A 15 FEET [4600]MAXIMUM VERTICAL DISTANCE IS PERMITTED FROM THEBUILDING FINISHED FLOOR TO THE BUILDING SUPPORT ABOVEON TO WHICH THE ELEVATOR ENTRANCE BRACKET ASSEMBLYIS ATTACHED. IF THE VERTICAL DISTANCE FROM BUILDINGFLOOR TO THE BUILDING SUPPORT ABOVE IS GREATER THAN 5FEET [4600], AN INTERMEDIATE SUPPORT MUST BE PROVIDEDBY THE BUILDING CONTRACTOR. REFER TO DOOR ROUGHOPENING DETAIL.4.SMOKE VENT LOCATED IN OVERHEAD PER APPLICABLE A17.1EDITION.5.OUT OF LEVEL OF PIT FLOOR NOT TO EXCEED +0.5" [+12].6.A BUILDING SUPPORT (PROVIDED BY THE GC) IS REQUIRED ATTHE SPECIFIED ELEVATION FOR ATTACHMENT OF THEELEVATOR RAIL BRACKETS TO THE BUILDING. THE MAXIMUMDEFLECTION OF THE BRACKET SUPPORT SHOULD NOT EXCEED.0625" [1.5] FOR NON-SEISMIC LOCATIONS OR 0.125" [3] FORSEISMIC LOCATIONS.7.ALL DIMENSIONS ARE FROM FINAL FINISHED FLOOR.8.HATCH WIDTH, HATCH DEPTH, PIT DEPTH AND OVERHEAD TOBE +1"/-0"9.HATCH TO BE PLUMB WITHIN 1" TOP TO BOTTOM7 lbf80 lbf168 lbf316 lbf1406 N747 N356 N31 N#DESCRIPTIONSYMBOLOPENINGGUIDE RAIL BRACKETRAIL STACK LEGENDP (FF2)F&P CWT RAIL LOADSF (FF1)P (FF2)F&P CAR RAIL LOADSF (FF1)#FPDOOR OPENINGBARRIER DETAIL (BY OTHERS)24"[609]TOE BOARD 3 12" HIGHPREMIUM GRADEFLUORESCENT ORANGEPEARLWEAVE SAFETYNETTING (3/16" MESH SIZE)2"X4" LUMBER, ONE SIDE TOBE REMOVABLE FOR ACCESS3/4"∅ CONDUIT THROUGHLOOP IN NETTING WITH CLAMPON EACH SIDE TO ATTACHCONDUIT TO TOE BOARDTURNBUCKLEANCHOR BOTH SIDES1/8" CABLE THROUGHGROMMETS AT THE TOP OFTHE PANEL3'-6" [1067] 1'-9" [533]NOT TO SCALEDETAIL A: RAIL BRACKET SPACINGNOT TO SCALEFRONT1'-0 1/8" 2'-6 5/8" 5'-1 1/4" CAR C/L PLATE C/L PLATE C/L 3'-6 3/4" Z-BRACKET C/L 4 OF 8LAYOUTS BASED ON OPPORTUNITY: 0201286661 HEADERSEE TABLESEE DETAIL A7'-0"FINISHED CLEAR OPENING5'-0"JAMB BRAILLEOFFON6'-434"ACCESSSWITCHSECTION A-AHEADERSEE TABLEENTRANCEFINISHSEE TABLEJAMBSEE TABLEPUSHBUTTONSFIRESWITCHAACAR 01MAIN EGRESS: 1 (SHOWN ABOVE)FER // ALT EGRESS: 1 // 2PLAN VIEWWT 2 1/2" [64 ]5 1/2" [139]JAMB BRAILLE4 3/4" [121]WT - 4 1/4" [108]4 3/4" [121]WT - 4 1/4" [108]SUBREVISION DESCRIPTIONDATEAPPV'D.01FINALS2/10/2021IMFGEN. CONTRACTOR:ENGINEER:GO #SHEETSUB.CARARCHITECT:OWNER:LOCATION:BUILDING:DATE:WE INVITE YOU TO VISIT OUR WEB SITE: http://www.us.schindler.comITHACA ARTHAUS130 CHERRY ST ITHACA, NY 14850THE VECINO GROUPBW ARCHITECTURE & ENGINEERING,ISAAC FRAZIER02/10/20210013300 THE VECINO GROUP, LLCTel. +1 973.397.6500www.us.schindler.comSchindler Elevator Corp.20 Whippany RoadMorristown, NJ 07960GC PACKAGE ENTRANCESGRN240301 4" [100]5 7/8 ± 1 1/2" [148 ± 37]LANDINGDOOR SILLGROUT ANDFINISH FLOORBY OTHERSTSWDETAIL ANOTES:1. HOISTWAY WALLS TO HAVE A FIRE ENDURANCE RATING NOT LESS THAN REQUIRED BY APPLICABLE A17.1 EDITION.2. FURNISHING, INSTALLING, AND MAINTAINING THE REQUIRED FIRE RATING OF ELEVATOR HOISTWAY WALLS, INCLUDING THE PENETRATION OF FIRE WALL BY ELEVATOR FIXTURE BOXES, IS NOT THE RESPONSIBILITY OF ELEVATOR CONTRACTOR.3. THE INTERFACE OF HOISTWAY WALL WITH THE HOISTWAY ENTRANCE ASSEMBLY SHALL BE IN STRICT COMPLIANCE WITH THE CONTRACTOR'S REQUIREMENTS IN ORDER TO RETAIN FIRE RATINGS & LABEL VALIDITY OF ELEVATOR HOISTWAY DOORS AND FRAMES.4. FILLING AND GROUTING AS REQUIRED (BY OTHERS).5. WHEN WALL MOUNTED FIXTURES, SUPPORT FOR FIXTURE BOXES AS REQUIRED (BY OTHERS).6. WALL THICKNESS MUST BE MAINTAINED FOR PROPER INSTALLATION OF ENTRANCES.7. DOOR FIRE RATING 1.5 HR.8. THE HORIZONTAL FORCE IMPOSED ON BUILDING STRUCTURE IS 562.5 lbf PER ENTRANCE. REFER TO APPLICABLE A17.1 EDITION.9. REFER TO FIXTURES SHEET FOR LOCATION OF ALL FIXTURES.TABLE OF ENTRANCE DETAILS CAR 01OPENINGCONSTRUCTIONENTRANCESILLMATERIALJAMB FINISH (14 GA. STL.)/DOOR FINISH (18 GA. STL.)DOORWEIGHTFLOORTYPEWALLTHICKNESS(WT)WALLINTERFACEJAMBHEADERREVEALLEFTREVEALRIGHTREVEALSILLINTERFACE1FRONT6" [152]CONCRETEALUMBE - E035STANDARD4 3/4" [121]4 3/4" [121]4 3/4" [121]CONCRETE2FRONT6" [152]CONCRETEALUMBE - E035STANDARD4 3/4" [121]4 3/4" [121]4 3/4" [121]CONCRETE3FRONT6" [152]CONCRETEALUMBE - E035STANDARD4 3/4" [121]4 3/4" [121]4 3/4" [121]CONCRETE4FRONT6" [152]CONCRETEALUMBE - E035STANDARD4 3/4" [121]4 3/4" [121]4 3/4" [121]CONCRETE5FRONT6" [152]CONCRETEALUMBE - E035STANDARD4 3/4" [121]4 3/4" [121]4 3/4" [121]CONCRETE5 OF 8LAYOUTS BASED ON OPPORTUNITY: 0201286661 CAR TOE GUARDMAINCOPHKE=7'-0"918"HK=7'-918"FRONT ELEVATION2'-10516"3'-258"4"3'-258"REAR ELEVATION2'-7716"4"2'-7716"2'-10516" HKZ=3 8" HKE=7'-0" 4516" PLATFORM WITH FLOORING THICKNESS CEILING HEIGHT=7'-81116"SIDE ELEVATIONFRONTMAINCOPBKF1=2'-1138"3'-6"BKF2=31516"6'-9516" INSIDE CAB WIDTHTKA=6516"5'-678" INSIDE CAB DEPTHCAR PLANFRONT6'-858" CEILING WIDTH [2048mm]5'-618" CEILING DEPTH [1680mm]LEDDOWNLIGHTREAR PANELREMOVABLE FOREXIT ACCESSEMERGENCY EXIT25 5/8"X16 1/2"[650x420]3'-4516" [1024mm]1916" [40mm]CEILING PLANSUBREVISION DESCRIPTIONDATEAPPV'D.01FINALS2/10/2021IMFGEN. CONTRACTOR:ENGINEER:GO #SHEETSUB.CARARCHITECT:OWNER:LOCATION:BUILDING:DATE:WE INVITE YOU TO VISIT OUR WEB SITE: http://www.us.schindler.comITHACA ARTHAUS130 CHERRY ST ITHACA, NY 14850THE VECINO GROUPBW ARCHITECTURE & ENGINEERING,ISAAC FRAZIER02/10/20210013300 THE VECINO GROUP, LLCTel. +1 973.397.6500www.us.schindler.comSchindler Elevator Corp.20 Whippany RoadMorristown, NJ 07960GC PACKAGE CABGRN240301 HANDRAILNOT TO SCALE3/8" [10]N/ARECTANGULAR(STRAIGHT)RIGHT,LEFT,REARNOT REQUIRED1 SPEEDAUTOMATIC ON/OFFSTATIC LIGHT CURTAINSTEELBY OTHERSHANDS-FREE ADAIN MAIN COPFLOOROPTIONSCEILINGCAR WALLSCAR FRONTLIGHT CURTAIN TYPETELEPHONECAR POSITION INDICATORCAR LANTERNFLOOR RECESSCAR FAN TYPEHANDRAIL FINISHHANDRAIL TYPEHANDRAIL LOCATIONFLOOR TYPECAR LIGHTING TYPESILL TYPECEILING FINISHCEILING TYPEREAR WALL FINISHREAR WALLSIDE WALL FINISHSIDE WALL TYPECAR DOOR DECORATIONCOP FACEPLATE MATERIALCAR FRONT DECORATION#4 STAINLESS STEELN/AALUMINUMAPPLIED(LAMINATE)ML14APPLIED(LAMINATE)ML14LED DOWN LIGHT - ROUND SPOTS#4 STAINLESS STEEL6 OF 8LAYOUTS BASED ON OPPORTUNITY: 0201286661 4'-21 4"934"4'-11"[1496]COP C/LLINE OF FINISH FLOORELBANEOFFACCESS PUSH THIS BUTTON FORHELP-PHON ELIGHT FLA SHESWHEN CALL I SANSWEREDINDEPE NDENTSERVI CE OTSP RUN 12345CAR # 1CAPACITY 3500 LBSCAR OPERATING PANELCAR 01SUBREVISION DESCRIPTIONDATEAPPV'D.01FINALS2/10/2021IMFGEN. CONTRACTOR:ENGINEER:GO #SHEETSUB.CARARCHITECT:OWNER:LOCATION:BUILDING:DATE:WE INVITE YOU TO VISIT OUR WEB SITE: http://www.us.schindler.comITHACA ARTHAUS130 CHERRY ST ITHACA, NY 14850THE VECINO GROUPBW ARCHITECTURE & ENGINEERING,ISAAC FRAZIER02/10/20210013300 THE VECINO GROUP, LLCTel. +1 973.397.6500www.us.schindler.comSchindler Elevator Corp.20 Whippany RoadMorristown, NJ 07960GC PACKAGE CAR STATION DETAILSGRN240301 CLOSEFIRE SERVICEOPENCALL CANCELFIRE LIGHT EMERG STOPFIRE SET BEHIND LOCKED PANELFIREFIGHTER CABINETFIRE OPERATIONHOLDOFFONOPENCLOSEREAROPENREARCLOSECALLCANCELPUSH-STOPWTISTRUN-PHONE JACKBY LOCAL FIRE JURISDICTION7 OF 8LAYOUTS BASED ON OPPORTUNITY: 0201286661 SUBREVISION DESCRIPTIONDATEAPPV'D.01FINALS2/10/2021IMFGEN. CONTRACTOR:ENGINEER:GO #SHEETSUB.CARARCHITECT:OWNER:LOCATION:BUILDING:DATE:WE INVITE YOU TO VISIT OUR WEB SITE: http://www.us.schindler.comITHACA ARTHAUS130 CHERRY ST ITHACA, NY 14850THE VECINO GROUPBW ARCHITECTURE & ENGINEERING,ISAAC FRAZIER02/10/20210013300 THE VECINO GROUP, LLCTel. +1 973.397.6500www.us.schindler.comSchindler Elevator Corp.20 Whippany RoadMorristown, NJ 07960GC PACKAGE CAR STATION DETAILSGRN240301 LINE OF FINISH FLOOR3'-21116" [983]LINE OF FINISH FLOORTERMINAL PUSHBUTTONSINTERMEDIATE PUSHBUTTONS2916" [65]6516" [160]2916" [65]6516" [160]3'-312" [1003]TERMINAL PUSHBUTTONS2916" [65]6516" [160] 3'-21116" [983]LINE OF FINISH FLOOR518" [130]OFFONRESET FIRE RECALLFIRE SERVICE SWITCH518" [130]2916" [65]& FIRE SERVICE SWITCHFIREFIGHTER HAT INDICATOROFFON RESET FIRE RECALLBOX CUTOUT=6"[152]BOX CUTOUT= 3" [76]ELEVATOR COMMUNICATIONS FAILURE6 3/4" [171.45mm]334" [95]EMERGENCY COMMUNICATIONSMONITORHOISTWAY ACCESS SWITCH518" [130]2916" [65]UPOFFACCESSDOWN8 OF 8LAYOUTS BASED ON OPPORTUNITY: 0201286661 02/10/2021 Schindler Elevator Corporation Elevator Power Data Job Name: Ithaca Arthaus GO#: N2403 Unit(s): 01 130 Cherry St Capacity: 3500 lbs Ithaca, NY 14850 Speed: 150 fpm Building Voltage: 208 VAC Sales Office: 9614 Product Code: 451 Installing Office: 9614 Travel: 43 ft0.375 in A Coordination: All electrical equipment placement and installation shall be coordinated with the Local Schindler Superintendent prior to Schindler manning the jobsite. B Elevator Equipment Power 2 (JH): The Elevator Disconnecting means:  Shall be an enclosed, externally operable, motor circuit switch, shall be listed and lockable in the open position in accordance with NFPA 70.  Shall be supplied and located in a building utility space outside the hoistway due to the Motor Controller being located in the Elevator Hoistway. One disconnect is required for each elevator. A label on the disconnect is required stating location of the supply side (feeder) overcurrent protection device in accordance with NFPA 70. 208 Volts; 3 Phase; 60 Hz Balanced Wye line to line, 3 wire & a Ground (no neutral) Must be within +/- 10% of the specified voltage. 3% maximum phase to phase fluctuation. Cannot be a Delta wiring scheme SCCR rating of equipment 5000 Amps. Refer to SCCR section in Appendix SCCR rating label required NFPA 70. Refer to SCCR section in Appendix Current Consumption by System  Accelerating (non-continuous) <3.5 Secs: 40.2 Amps  Running (non-continuous) < 0.1 Sec Max. Run Time: 35.2 Amps Elevator Motor Controller Horsepower Demand  15 Current Regeneration back to the Building  Decelerating (non-continuous) <3.5 Sec: 5Amps  Running (non-continuous) < 0.1Sec Max. Run Time: 9 Amps Fuse Size: Sized by GC  System Running Current at Constant Speed 35.2Amps  Recommended Receptacle Rating based on fuse size  Dual element time delay characteristic recommended Feeder size based on Secondary Fusing (reference Autotransformer Section above if present) of Transformer or Building Fuse Size (3 ungrounded conductors & an equipment grounding conductor) in accordance with NFPA 70. Auxiliary dry contact for Evacuation in accordance with NFPA 70.  Dry contact closes when Switch turns circuit ON  Wiring, in separate conduit, to terminals located in Test and Inspection Panel on Floor 5 located in Controller (LDU) or RCC cabinet in Machine Room/Closet Note: Shunt Trip Circuit Breaker Required When Sprinklers are Present: The Electrical contractor shall provide a shunt trip circuit breaker for the elevator main line power conductors in order to remove power from elevator controls upon or prior to the application of water from any sprinkler located in any elevator machine room/space, control room/space and hoistway overhead in accordance with ASME A17.1. The shunt trip circuit breaker shall be installed in accordance with NFPA 70 and local regulations.  Shunt trip shall also have an auxiliary dry contact for Auto-Evacuation when provided as required by NFPA 70.  Refer to diagram at end of document 3 (JH1) Non-Fused Disconnect:  The additional enclosed, externally operable, non-fused motor circuit switch: Shall be listed and lockable open in accordance with NFPA 70  Shall be supplied and located at the top of the Elevator Hoistway in the space designated on the Layout Drawings and within sight of the motor controller. One switch is required for each elevator. A label on the disconnect is required stating location of (JH) the branch circuit overcurrent protection device. In accordance with NFPA 70 and local regulations. 208 Volts; 3 Phase; 60 Hz Feeder size based on fusing size of Elevator Disconnecting Means (JH) (3 ungrounded conductors & an equipment grounding conductor) in accordance with NFPA 70 and local regulations. Wire from Motor Circuit Switch to Schindler Equipment Wire from Motor Circuit Switch to TSU (TSU provided by Schindler in Hoistway) Feeder size to match incoming feeders to motor circuit switch Auxiliary dry contact for Auto-Evacuation (when provided) in accordance with NFPA 70. Dry contact closes when Switch turns circuit ON Wiring, in separate conduit, to terminals located in the Test and Inspection Panel located on Floor 5 31 , the Controller (LDU) Floor. 4 NEMA 4 for Water Protected Pit: When sprinklers are installed more than 600 mm (24 in.) above the pit floor, all elevator electrical equipment, located less than 1225 mm (48 in.) above the pit floor, shall:  Be weatherproof (NEMA 4).  Have wiring identified for use in wet locations in accordance with the requirements in NFPA 70. 5 Receptacles: GFCI (Ground-Fault Circuit Interrupter) type receptacles shall be provided in all elevator pits and machinery/control spaces inside the hoistway. All receptacles in elevator machine rooms, machinery spaces, control rooms and control spaces outside the hoistway shall be provided with ground-fault circuit interrupter protection in accordance with NFPA 70. C Lighting: Elevator Machine Rooms, control spaces, and test and inspection panel locations Requiring Lighting: ASME A17.1. requires the minimum level of illumination measured at the floor to be 19fc.  See layouts for details of size and location requiring lighting. Elevator Pits Required Lighting: ASME A17.1 requires the minimum level of illumination measured at the pit floor to be 10fc. The location shall be determined after coordination with the elevator contractor so that the light fixture(s) are located out of the way of all elevator equipment.  See layouts for details of size and location requiring lighting. D Receptacles and Switches: Sump Pump Receptacles: A receptacle for a sump pump shall be required in all elevator pits for the elevator pit if provided with a sump pump. A single receptacle supplying a permanently installed sump pump shall not require ground-fault circuit- interrupter protection in accordance with NFPA 70. Elevator Machine and Control Rooms Light Switch Requirement: Light switches shall be required in all elevator machine and control rooms adjacent to the jamb side of the machine room entry door. where practicable in accordance with NFPA 70 and ASME A17.1. Elevator Machinery Space Light Switch Requirement:  (overhead) at the point of entry in accordance with NFPA 70 and ASME A17.1  Provided at point of entry on strike side (lock-jamb) of door at top floor.  See layouts for location detail. Elevator Pit Light Switch Requirement: The pit switch shall be a minimum of 18 inches above the elevator lowest landing doorsill and adjacent to (not behind) the pit access ladder in accordance with NFPA 70 and ASME A17.1.  See layouts for location detail. E Grounding: An equipment grounding conductor shall be supplied from the elevator main line disconnecting means and controller to the MCC and building ground in accordance with NFPA 70 Article 250. G Branch Circuits: Car Lighting Disconnect: A separate branch circuit shall supply the car lights, receptacle(s), auxiliary lighting power source, and ventilation on each elevator car. The disconnecting means shall be an enclosed, externally operable, fused switch or circuit breaker that is lockable open and shall be located in the machine room or control room for that elevator car. Where there is no machine room or control room, the disconnecting means shall be located in the building utility space outside the hoistway that is readily accessible to only qualified persons.  Wiring from Car Lighting Disconnect to the Test and Inspection Panel (LDU). 2 Separate Circuits for Elevator Pit: The elevator pit shall have a separate branch circuit supplying pit lighting and receptacle(s) and shall be permitted to have another for the pit sump pump when one is provided in accordance with NFPA 70 (Does not interface with Schindler equipment).  See layouts for location detail. 2 Separate Branch Circuits for Machinery Space Lighting and Outlets in the Elevator Overhead: The overhead machinery space shall have separate branch circuits supplying the machinery space lighting and receptacles in accordance with NFPA 70 (Does not interface with Schindler equipment). H A. Inspection and Test panel: where provided shall be lit by permanently installed electric lighting with a level of illumination of at least 200 lx (19 fc) at the floor level. A switch placed inside or close to the enclosure shall control lighting of the enclosure in accordance with ASME A17.1 and NFPA 70. I GFCI type receptacles, light fixtures and light switches: 1. Are required in elevator overhead machinery spaces located in the hoistway that requires “full body entry” (as defined by elevator code). 2. Are required in machinery spaces outside the hoistway.  See layouts for location detail. J Electrical Component NFPA Clearances: Clearances around all electrical equipment in the elevator machine room shall comply with NFPA 70 electrical clearances requirements. The electrician’s work and equipment placement shall be coordinated with the elevator contractor’s equipment placement. K Electrical Piping Runs: All electrical piping runs provided by the electrical contractor and elevator contractor to the elevator equipment shall be run overhead or in a manner which does not restrict access to and around any equipment. L 1 Emergency Phone and Data Line: Conduit shall be provided by electrical contractor in all elevator machine rooms to the elevator controller. Electrical contractor shall provide electrical conduit for both the emergency elevator phone and required data line to the elevator machine room, to the elevator controller, and terminated on the elevator controller with coordination from the elevator contractor. The building shall provide: Wiring of Phoneline to the Test and Inspection Panel (LDU) or RCC cabinet M Fire Control Panel Smoke Detector relays: (Primary, Secondary & Fire Hat) mounted within 3 ft. of Inspection and Test Panel (LDU) or control cabinet (RCC). Additional Smoke Detector relays in addition to the three (3) mentioned may be necessary depending on job site conditions. To be coordinated with Schindler.  Wiring from Smoke Detector Relays to Inspection & Test Panel (LDU)  NC, dry contacts required O Heat Detector (if applicable): Located within 2 ft of hoistway sprinkler head Wiring from Heat Detector to Shunt Trip Breaker (if applicable; does not interface with Schindler equipment unless in Detroit) Q Installation Power: 1A Temporary power supply for installation work. (220 V, 1 phase, 50/60 Hz, 20 Amp power supply, GFCI protected w/Time-Delay fuse); 2 This requires coordination with Schindler to determine which is applicable R Heat Emissions: 2 Hoistway – 3612 BTU/Hr 5 Hallway – (LDU – Inspection & Test panel only) – 600 BTU/Hr Appendix SCCR Information to include in this document The SCCR rating of elevator equipment is 5000 Amps, contractor to ensure that the available fault current of the building supply at the service switch does not exceed this value (Per NFPA 70). Contractor to include a label (Please see figure 2-Sample Label Example) that identifies the Max Available Fault Current onto Disconnect: ** See note 1 of Figure 1-SCCR Diagram. In addition, we require a hard copy of the manufacturers Fuse Chart and rating verifying the SCCR meets requirements. Per NFPA 70, the service switch should be legibly marked with Apparent RMS Symmetrical fault current supplying the Elevator Equipment. ** See note 3 of Figure 1-SCCR Diagram. Local Electrical Contractor must provide building SCCR Current calculations as well as Fuse Chart and rating to prove compliance with 5KA elevator equipment rating for the supplied fuse. ** See note 2 of Figure 1-SCCR Diagram. Figure 1- SCCR Labelling Diagram Figure 2: Sample Label SHUNT TRIP CONTROL WIRING DIAGRAM Figure 3: Shunt Trip Wiring 5 A 1 2 Figure 5. See Layouts for exact location of equipment in Overhead and pit. SUBREVISION DESCRIPTIONDATEAPPV'D.001FINISHES, FINALS-AS ORDERED3/9/2021RCGGEN. CONTRACTOR:ENGINEER:GO #SHEETSUB.CARARCHITECT:OWNER:LOCATION:BUILDING:DATE:WE INVITE YOU TO VISIT OUR WEB SITE: http://www.us.schindler.comITHACA ARTHAUS130 CHERRY ST ITHACA, NY 14850THE VECINO GROUPBW ARCHITECTURE & ENGINEERING,RICK GROFT03/09/20210013300 THE VECINO GROUP, LLCTel. +1 973.397.6500www.us.schindler.comSchindler Elevator Corp.20 Whippany RoadMorristown, NJ 07960GC PACKAGE WORK BY OTHERSGRN240402 CHANGE NOTICES MUST BE RECEIVED AND FULLY EXECUTEDPRIOR TO SCHINDLER ELEVATOR COMPANY PERFORMING ANYADDITIONAL WORK OUTSIDE OF THE SCOPE OF THE BASECONTRACT. WRITTEN OR VERBAL NOTICES WILL NOT BE ACCEPTEDAS A SUBSTITUTE FOR A FULLY EXECUTED CHANGE NOTICE. 23. GENERALTHE DEDICATED PANELS OUTSIDE THE HOISTWAY IDENTIFIED ABOVE AND THEIR LOCATION MUST BE IN AN AREA READILY ACCESSIBLE TOQUALIFIED/AUTHORIZED PERSONS (NFPA 70 REQ. 620.51(C)) OR / (CSA 22.1 REQ. 38-051(5)). ACCESS TO EACH DISCONNECT PANEL MUST REQUIRE AGROUP 2 KEY (ASME A17.1/CSA B44 REQ. 8.1.3). THE DISCONNECTS MAY ALSO BE LOCATED WITHOUT PANELS IN A GROUP 2 KEY SECURED ROOMIDENTIFIED AND DEDICATED FOR THE ELEVATOR APPARATUS ONLY.LOCATE AND MARK THE PANELS AND DISCONNECTS WITH APPROPRIATE SIGNAGE,(NFPA 70 REQ. 620-51 THROUGH 620-55) OR (CSA C22.1 REQ. 38-051 THROUGH 38-055). EACH DISCONNECT OR BREAKER ABOVE MUST BE CAPABLE OFBEING LOCKED IN THE OPEN POSITION WITH A LOCKING APPARATUS (EXCLUDING LOCK ITSELF) THAT CANNOT BE REMOVED FROM THE DEVICES ORPANEL(S).24. OTHER EQUIPMENT/REQUIREMENTS:A. FOR THE MAIN POWER CIRCUIT ONLY:1. A 3-PHASE TRANSFORMER MAY BE SUPPLIED TO PROVIDE THE REQUIRED MOTOR CONTROLLER VOLTAGE IF NOT DIRECTLY AVAILABLE WITHIN THEBUILDING. WHEN SUPPLIED, IT IS PREFERABLE TO BE LOCATED IN A COMMON ELECTRICAL ROOM WITH OTHER BUILDING ELECTRICAL APPARATUS.SEE SCHINDLER POWER SUPPLY DATA SHEET.2. A LOCAL DISCONNECTING MEANS MUST BE PROVIDED IN THE FEEDER TO THIS TRANSFORMER (NFPA70-11 REQ. 450.14) OR (CSA C22.1-12 REQ.26-250). WHEN THE JH DISCONNECT IS NOT LOCATED WITHIN SIGHT OF THE TRANSFORMER, AN ADDITIONAL (TRANSFORMER) DISCONNECTLOCATED WITHIN SIGHT OF THE TRANSFORMER SHALL BE PROVIDED BY THE BUILDING. THE INSTALLATION OF A TRANSFORMER DISCONNECTDOES NOT ELIMINATE THE NEED FOR THE JH DISCONNECT.B. FOR ALL POWER CIRCUITS1. IF A SPRINKLER HEAD IS LOCATED IN THE HOISTWAY OR OTHER DISCONNECT LOCATION, ANY DISCONNECT SERVED BY THAT SPRINKLER HEADMUST BE NEMA 3 COMPLIANT. SPRINKLERS SHALL BE LOCATED AT THE TOP AND BOTTOM OF THE HOISTWAY PER NFPA 13-2010 REQUIREMENT8.15.5.6 (SEE ALSO 8.15.5.3 AND A.8.15.5.3).2. IN US JURISDICTIONS ONLY, WHEN A SPRINKLER HEAD IS LOCATED IN THE HOISTWAY, THE BUILDING SHALL PROVIDE SHUNT TRIP ACTIVATION OFA) JH, THE MAIN DISCONNECT OR B) THE FEED TO THE MAIN DISCONNECT, TRIGGERED BY CONTACTS OF THE FIRE RECALL INITIATING DEVICES (ASDEFINED BY NFPA). THESE DEVICES, LOCATED IN THE HOISTWAY OR OTHER DISCONNECT LOCATION, SHALL PROVIDE INDEPENDENTDISCONNECTION OF ELECTRICAL POWER TO BOTH MAIN AND AUXILIARY POWER CIRCUITS PRIOR TO SPRINKLER ACTIVATION (ASME A17.1-2007/CSAB44-07 RULE 2.8.3.3. AND/OR LOCAL CODE).3. SHUNT TRIP, IF PROVIDED, MUST ALSO HAVE AN AUXILIARY CONTACT THAT FUNCTIONS THE SAME AS THOSE IN THE JH AND JH1 DISCONNECTS.C. FOR COMMUNICATIONS CIRCUITS1. AN ANALOG TELEPHONE LINE, ONE PER ELEVATOR, SHALL BE PROVIDED. LINE SHALL BE CAPABLE OF RECEIVING INCOMING AND MAKINGOUTGOING CALLS. TELEPHONE LINE SHALL ORIGINATE AT THE INSPECTION AND TEST PANEL DESIGNATED BY SCHINDLER AND TERMINATE AT THEBUILDING PHONE SYSTEM.2. WHERE THE ELEVATOR RISE IS 18 M (60 FT) OR MORE, AN ADDITIONAL TELEPHONE / PHONE LINE SHALL BE PROVIDED WITHIN THE BUILDING AT ALOCATION ACCESSIBLE BY EMERGENCY PERSONNEL. THIS PHONE LINE SHALL SUPPORT EQUIPMENT THAT IS CAPABLE OF TWO-WAY ANALOGCOMMUNICATIONS WITH EACH ELEVATOR CAR (VIA EACH CAR’S INSPECTION AND TEST PANEL) INDIVIDUALLY AND OVERRIDING COMMUNICATIONSBETWEEN THE ELEVATOR CAR AND LOCATIONS OUTSIDE OF THE BUILDING.25. A LOCKABLE, 13 1/2" X 15 1/2" X 3 1/2" (MINIMUM), METAL CABINET WITH GROUP-1 KEY TO HOUSE REQUIRED ELECTRICAL SCHEMATICS AND MAINTENANCEHISTORY DOCUMENTS, SHALL BE WALL MOUNTED, ADJACENT TO THE DISCONNECT SWITCH, BY OTHERS, AT THE TOP LANDING. THE SUPPLIER,LOCATION AND MOUNTING OF THE CABINET SHALL BE COORDINATED WITH SCHINDLER.26. PROVIDE SUITABLE FEEDER AND BRANCH WIRING CIRCUITS FROM THE BUILDING SERVICE TO THE CONTROLLER, INCLUDING MAIN LINE SWITCH, FORSIGNAL SYSTEMS, POWER OPERATED DOORS, CAR LIGHTING AND CONVENIENCE OUTLETS. SEE SCHINDLER POWER SUPPLY DATA SHEET.27. PROVIDE EMERGENCY POWER TRANSFER SWITCH AND POWER CHANGE PENDING SIGNALS AS REQUIRED TO MASTER CONTROL.28. LIGHTING, VENTILATION, AND HEATING OF MACHINE/CONTROL ROOM, CONTROL SPACE AND MACHINERY SPACE (RULE 2.7.9)(A17.1 RULE 2.7.5; IBC 2006SECTION 3006.2). MINIMUM LIGHTING TO BE 200 LUX (19FC). A SWITCH PLACED ADJACENT TO THE ENCLOSURE SHALL CONTROL LIGHTING FOR THE JAMBMOUNTED INSPECTION & TEST PANEL. MACHINE/CONTROL ROOM OR CONTROL SPACE TEMPERATURE TO BE MAINTAINED BETWEEN 5°C (41°F) AND 40°C(104°F) WITH LESS THAN 95% NON-CONDENSING HUMIDITY. INSPECTION AND TEST PANEL FLOOR LANDING MIN. 0°C (32°F) AND MAX 40°C (104°F) WITHLESS THAN 95% NON-CONDENSING HUMIDITY. SEE SCHINDLER POWER SUPPLY DATA SHEET FOR HEAT EMISSIONS.29. HOISTING BEAM(S), TRAP DOORS AND OTHER MEANS OF ACCESS TO MACHINERY SPACE OF ADEQUATE SIZE FOR MAINTENANCE AND EQUIPMENTREMOVAL (RULES 2.7.3.4 AND 2.9.3.3). HOISTING BEAM(S) IN EACH SHAFT LOCATED AND LOAD RATED PER SCHINDLER FINAL LAYOUT DRAWINGS. LIFTINGPOINTS OR BEAM(S) SHALL BE VISIBLY MARKED WITH THE SAFE WORKING LOAD.30. CLASS "ABC" FIRE EXTINGUISHERS IN ELECTRICAL MACHINERY AND CONTROL SPACE. EXTINGUISHERS SHALL BE LOCATED CONVENIENT TO ACCESSDOOR (RULE 8.6.1.6.5).31. FURNISH ADEQUATE ON-SITE REFUSE CONTAINERS FOR THE PROPER DISPOSAL OF ELEVATOR PACKAGING MATERIAL. IF ADEQUATE CONTAINERS ARENOT FURNISHED, DISPOSAL OF PACKAGING MATERIAL SHALL BECOME THE RESPONSIBILITY OF THE OWNER.32. TEMPORARY SERVICE: SCHINDLER SHALL BE REIMBURSED FOR ANY LABOR AND MATERIAL THAT IS NOT PART OF THE PERMANENT ELEVATORINSTALLATION AND THAT IS REQUIRED TO PROVIDE TEMPORARY ELEVATOR SERVICE. SCHINDLER'S TEMPORARY ACCEPTANCE FORM SHALL BEEXECUTED AND THE ELEVATOR INSPECTED BEFORE BEING PLACED INTO TEMPORARY SERVICE. THE COSTS ASSOCIATED WITH THE POWER,OPERATION, MAINTENANCE, AND REHABILITATION OF THE EQUIPMENT AND ANY CONSTRUCTION PERMITS OR FEES REQUIRED BY GOVERNINGAUTHORITIES SHALL BE PAID FOR BY OTHERS.33. WHERE THERE IS A BLIND HOISTWAY, AN EMERGENCY DOOR SHALL BE INSTALLED AT EVERY THIRD FLOOR, BUT NOT MORE THAN 11M (36FT) FROM SILLTO SILL. THE CLEAR OPENING MUST BE AT LEAST 700MM (28") WIDE AND 2030MM (80") HIGH (RULE 2.11.1.2).34. A TEMPORARY WORK PLATFORM IS REQUIRED FOR INSTALLATION OF THE ELEVATOR - UNLESS OTHERWISE DIRECTED BY SCHINDLER. IT IS TO BECONSTRUCTED AT THE TOP FLOOR OF EACH TRACTION ELEVATOR. IT MUST COMPLY WITH APPLICABLE GOVERNING CODES & REGULATIONS. THEPLATFORM SHALL BE SECURELY FASTENED TO THE BUILDING STRUCTURE. ERECTION, MAINTENANCE, AND REMOVAL ARE BY OTHERS. (REFERENCESCHINDLER DRAWING TD440)35. IN ADDITION TO THE ABOVE, THE FOLLOWING WORK MUST BE COMPLETED BEFORE ELEVATOR(S) ARE PLACED INTO AUTOMATIC OPERATION. (PRIOR TOCODE REQUIRED MUNICIPAL AUTHORITY INSPECTION. REFER TO SCHINDLER ACCEPTANCE INSPECTION STANDARD FORM).A. FINISHED CAB FLOORING AND IF APPLICABLE, FITTING OF INTERIOR CAB WALLS AND/OR CEILING.B. IF APPLICABLE, SMOKE AND/OR HEAT DETECTORS WITH SIGNALS TO ELEVATOR CONTROLLER(S).C. IF APPLICABLE, EMERGENCY POWER GENERATOR AND AUTOMATIC TRANSFER SWITCH WITH CAPACITY TO RUN AT LEAST ONE ELEVATOR AT ATIME.D. SEAL ALL PENETRATIONS THROUGH 2-HOUR (OR GREATER) RATED WALLS WITH CODE APPROVED MATERIAL. DRYWALL LINER BEHIND ALL WALLMOUNTED HALL FIXTURES.E. ALL RECEPTACLES INSTALLED IN MACHINE/CONTROL ROOMS, MACHINERY SPACES AND PITS MUST HAVE GROUND FAULT CIRCUIT INTERRUPTERPROTECTION (GFCI) (NEC 620 OR CSA 38).F. IF APPLICABLE, CONDUIT AND WIRING FOR FIRE ALARM SYSTEM TO EACH ELEVATOR CONTROL IN MACHINE/CONTROL ROOM.G. IF APPLICABLE, CONDUIT AND WIRE RUNS FOR EMERGENCY/RESCUE COMMUNICATIONS IN CENTRAL ALARM & CONTROL FACILITY, FIRE CONTROLROOM, SECURITY DESK, ETC.H. IF APPLICABLE, CONDUIT AND WIRE RUNS FOR REMOTE ALARM BELL FROM MACHINE/CONTROL ROOM TO REMOTE LOCATION.I. ADEQUATE LIGHTING OF BUILDING CORRIDORS SO THAT ILLUMINATION AT THE LANDING SILL IS MINIMUM 100 LUX (10FC) (RULE 2.11.10.2).J. NFPA 72 (FIRE APPARATUS CODE) REQ. 6.15.2.2 REQUIRES THE FIRE CONTROL PANEL RELAYS THAT PROVIDE THE DRY CONTACTS TO OURCONTROLLER NOT BE LOCATED MORE THAN 3 FEET FROM THE INSPECTION & TEST PANEL JAMB.YOU AGREE TO INDEMNIFY AND SAVE SCHINDLER HARMLESSAGAINST ANY AND ALL LIABILITY AND COSTS ARISING OUT OF YOURFAILURE TO CARRY OUT ANY OF THE FOREGOING REQUIREMENTS.INSTALLATION WORK SHALL BE PERFORMED DURING REGULAR WORKING HOURS OF REGULAR WORKING DAYS AFTER HOISTWAY(S) ANDMACHINE/CONTROL ROOM(S) HAVE BEEN PROPERLY PREPARED AS DESCRIBED IN THE FOLLOWING ITEMS. ALL ITEMS MUST BE PERFORMED ORFURNISHED AT NO COST TO SCHINDLER ELEVATOR CORPORATION ("SCHINDLER") BY THE OWNER OR GENERAL CONTRACTOR OR THEIRAGENTS IN ACCORDANCE WITH ALL GOVERNING CODES. THE PRICE AND INSTALLATION SCHEDULE OF SCHINDLER IS BASED ON THESEJOB-SITE CONDITIONS EXISTING AT THE BEGINNING AND DURING THE INSTALLATION OF THE ELEVATOR EQUIPMENT.ALL WORK MUST BE PERFORMED PER THE LATEST APPLICABLE REVISION OF THE NATIONAL (ASME A17.1 OR CSA B44) AND/OR LOCAL CODES.1. CLEAR, PLUMB, HOISTWAY WITH VARIATIONS NOT TO EXCEED +25MM (+1") -0MM (-0") WITHIN THE FIRST 30.5M (100FT). TOLERANCE MAYINCREASE +0.8MM (1/32") FOR EACH ADDITIONAL 3.05M (10FT) UP TO A MAXIMUM OF +50MM (2"). PIT FLOOR TO BE DRY, LEVEL, FREE OFBUMPS AND DEBRIS. HOISTWAY ENCLOSURE TO BE FIRE RATED PER NATIONAL CODE REQUIREMENTS AND APPLICABLE BUILDING CODES(RULE 2.1.1). HOISTWAY, PIT, AND OVERHEAD DIMENSIONS TO BE AS SPECIFIED ON SCHINDLER FINAL LAYOUT DRAWING.2. ACCEPTABLE MATERIAL UNLOADING AREA WITHIN 30.5M (100FT) OF HOISTWAY WITH "ROLLABLE" ACCESS (PLANKED OR PAVED) ORUNINTERRUPTED USE OF A CRANE OR FORKLIFT AND OPERATOR AT NO COST TO SCHINDLER. DRY AND ENCLOSED STORAGE AREA OFADEQUATE SIZE FOR ELEVATOR MATERIALS NEAR HOISTWAY. ANY WARRANTIES PROVIDED BY SCHINDLER FOR ELEVATOR EQUIPMENTARE NULL AND VOID IF EQUIPMENT IS STORED IN A MANNER THAT DOES NOT COMPLY WITH THE REQUIREMENTS AS DEFINED ABOVE.3. POWER FOR CONSTRUCTION ADJACENT TO HOISTWAYS AND MACHINE/CONTROL ROOMS (110/220 VOLT, SINGLE PHASE, FOR WELDERSAND HOISTS) AND SUFFICIENT 3-PHASE POWER TO RUN ELEVATOR(S) AT THE SAME TIME. REFER TO SCHINDLER POWER SUPPLY DATASHEET. TO MEET THE DATE UPON WHICH THE ELEVATORS ARE TO BE TURNED OVER, THE POWER FOR CONSTRUCTION AND PERMANENT3-PHASE POWER MUST BE INSTALLED AND AVAILABLE PRIOR TO THE START OF ELEVATOR INSTALLATION.4. ALL WORK AREAS, INCLUDING HOISTWAY AND PIT, CLEAR OF DEBRIS. MAINTAIN MINIMUM TEMPERATURE OF 13°C (55°F). ADEQUATE WORKAREA IN FRONT OF GROUND FLOOR ENTRANCE REQUIRED. PROPER LIGHTING OF WORK AREAS.5. 75° BEVEL GUARDS ON ALL PROJECTIONS, RECESSES OR SETBACKS OVER 100MM (4"), EXCEPT ON SIDE USED FOR LOADING/UNLOADING.6. PROVIDE VENTING OF THE HOISTWAY PER NATIONAL CODE REQUIREMENTS AND APPLICABLE BUILDING CODES (RULE 2.1.4). WHEN IBCCOMPLIANCE IS REQUIRED, AN INDEPENDENT AC OR VENTING SYSTEM FOR THE ELEVATOR SYSTEM IS REQUIRED.7. DRIED-IN HOISTWAY(S) AND MACHINE/CONTROL ROOM(S).8. CLEAR, FLAT, VERTICAL OR HORIZONTAL SURFACES FOR MOUNTING RAIL BRACKETS AT EACH FLOOR, IN OVERHEAD, AND INTERMEDIATELEVELS (IF REQUIRED) IN THE SAME VERTICAL PLANE AS THE CLEAR HOISTWAY LINE. THIS INCLUDES DIVIDER BEAMS BETWEEN CARSFOR MULTIPLE ELEVATORS IN A COMMON HOISTWAY. RAIL BRACKET SUPPORTS SHALL NOT INTRUDE INTO THE CLEAR HOISTWAY LINE.RAIL BRACKET SUPPORTS AND DIVIDER BEAMS IN THE OVERHEAD TO BE LOCATED APPROXIMATELY 610MM (24") BELOW THE ROOF ORMACHINE ROOM SLAB. SUPPLY VERTICAL FLAT PLATES ON WHICH TO MOUNT CAR RAIL BRACKETS IF GUSSET PLATES OBSCURE BEAMWEBS, SUCH AS IN WIND BRACING FRAMES. IF APPLICABLE, INTERMEDIATE BRACKET SUPPORTS BETWEEN FLOOR(S) AND IN THEOVERHEAD AREA MAY BE REQUIRED. REFER TO SCHINDLER FINAL LAYOUT DRAWINGS FOR MAXIMUM BRACKET SPACING AND ACTUALSUPPORT LOCATIONS.9. FOR MASONRY BLOCK HOISTWAY CONSTRUCTION, SCHINDLER WILL PROVIDE RAIL BRACKET INSERTS FOR INSTALLATION BY OTHERS,LOCATED IN ACCORDANCE WITH THE SCHINDLER FINAL LAYOUT DRAWINGS. WHERE INSERTS ARE NOT USED, HOLLOW MASONRYBLOCKS ARE NOT ACCEPTABLE FOR BRACKET FASTENING. PROVIDE 125MM (5") CONCRETE BELT AROUND HOISTWAY OR OTHERACCEPTABLE SUPPORT AT EACH FLOOR, IN OVERHEAD, AND INTERMEDIATE LEVELS (IF REQUIRED).10. BLOCKOUT/CUTOUT THROUGH WALL AS REQUIRED, TO ACCOMMODATE HALL BUTTON BOXES, SIGNAL FIXTURES, AND HATCH DUCT.PROVIDE FOR ANY REPAIRS SUCH AS GROUTING, PATCHING, PAINTING, OR FIRE PROOFING.11. FOR NON-MASONRY HOISTWAY CONSTRUCTION WITH FLOOR HEIGHTS EXCEEDING 4.5M (15FT), STRUCTURAL SUPPORT AT 2.4M (8FT) TO4.5M (15FT) ABOVE FINISHED FLOOR LEVEL FOR ENTRANCE STRUT ANGLE ATTACHMENT.12. FOR MASONRY HOISTWAY WALLS AT ENTRANCES, PROVIDE ROUGH OPENING OF 203MM (8") ON EACH SIDE AND 203MM (8") ON TOP OFCLEAR OPENING FOR INSTALLATION OF DOORFRAMES AND SILLS. FOR DRYWALL HOISTWAY WALLS AT ENTRANCES, WALLS ARE TO BEBUILT AFTER DOORFRAMES AND SILLS ARE SET IN PLACE.13. GROUTING AROUND ENTRANCE FRAMES AND FINISHED FLOOR AND GROUT TO SILL LINE AFTER INSTALLATION OF ENTRANCE.14. CONSTRUCTION BARRICADES (PER OSHA REQUIREMENTS) EITHER OUTSIDE OF ELEVATOR HOISTWAY(S) OR BETWEEN ELEVATORS INSIDEOF HOISTWAY(S) AS REQUIRED. BARRICADES TO BE FREESTANDING AND REMOVABLE, LOCATED AT EACH HOISTWAY OPENING AT EACHFLOOR. BARRICADES SHALL BE ERECTED, MAINTAINED, AND REMOVED BY OTHERS.PROTECTION FROM FALLSA. AS REQUIRED BY THE OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (OSHA) 1926.502 B) (1-3) A FREESTANDING REMOVABLEBARRICADE AT EACH HOISTWAY OPENING AT EACH FLOOR. BARRICADES SHALL BE 42” HIGH, WITH MID-RAIL AND KICK BOARD, ANDWITHSTAND 200 LBS. OF VERTICAL AND HORIZONTAL PRESSURE.B. AS REQUIRED BY THE OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (OSHA) OSHA 1926.502(J) HOISTWAY PROTECTIONFROM FALLING DEBRIS AND OTHER TRADES MATERIALS BY EITHER:1. 8 FOOT SCREENING/MESH IN FRONT OF ALL ELEVATOR ENTRANCES2. SECURED/CONTROLLED ACCESS TO ALL ELEVATOR LOBBIES (LOCK AND KEY) WITH POSTED NOTICE “ ONLY ELEVATORPERSONNEL BEYOND THIS PROTECTION”15. DRY PIT REINFORCED TO SUSTAIN VERTICAL FORCES FROM RAILS AND IMPACT LOADS ON BUFFERS (RULE 2.2.2). CAR BUFFER IMPACTLOADS AS CALCULATED (RULE 8.2.3).16. ADEQUATE SEALING AND WATERPROOFING OF PIT. EFFECTIVE PREVENTION OF PIT EXPOSURE TO STORM WATER OR GROUND WATER.17. WHERE THERE IS A DIFFERENCE IN LEVEL BETWEEN THE FLOORS OF ADJACENT PITS, A METAL GUARD SHALL BE INSTALLED NOT LESSTHAN 2000 MM (79") ABOVE THE LEVEL OF THE HIGHER PIT FLOOR (RULE 2.2.3.1). WHERE THE DIFFERENCE IN LEVEL IS 600 MM (24") ORLESS, A STANDARD RAILING CONFORMING TO RULE 2.10.2 SHALL BE PERMITTED (RULE 2.2.3.2).18. DRAINS & SUMPS IN ELEVATOR PITS, WHERE PROVIDED, SHALL COMPLY WITH THE APPLICABLE PLUMBING CODE, AND THEY SHALL BEPROVIDED WITH A POSITIVE MEANS TO PREVENT WATER, GASES AND ODORS FROM ENTERING THE HOISTWAY. SUMPS AND SUMP PUMPSIN PITS, WHERE PROVIDED, SHALL BE COVERED. THE COVER SHALL BE SECURED AND LEVEL WITH THE PIT FLOOR (RULES 2.2.2.4 AND2.2.2.6) AND SHOULD BE LOCATED TO CLEAR ELEVATOR EQUIPMENT (CANNOT BE CONNECTED DIRECTLY TO STORM DRAIN OR SEWER).19. GFCI CONVENIENCE OUTLET AND LIGHT FIXTURE WITH GUARD IN PIT (NATIONAL ELECTRICAL CODE (NFPA 70 RULE 620-85) OR (CSAC22.1-02 SECTION 38-085)). MINIMUM LIGHTING TO BE 100 LUX (10FC) (RULE 2.2.5).20. PIT LADDER FOR EACH ELEVATOR IN COMPLIANCE WITH RULE 2.2.4.2. NEAREST POINT OF THE LADDER SHALL BE WITHIN 975MM (39"),MEASURED HORIZONTALLY FROM THE MEANS TO UNLOCK THE EGRESS DOOR FROM THE PIT. THE LADDER SHALL EXTEND NOT LESSTHAN 1200MM (48") ABOVE THE SILL OF THE ACCESS DOOR. RUNGS OR CLEATS TO BE NON-SLIP AND SHALL BE SPACED 300MM (12") ON CENTER AND 400MM (16") WIDE (SEE RULE 2.2.4.2 FOR EXCEPTION WHEN UNAVOIDABLE OBSTRUCTIONS ARE ENCOUNTERED). LOCATEPER SCHINDLER FINAL LAYOUT DRAWINGS AND DRAWING DS823. ALL WALK-IN PITS MUST FOLLOW THE REQUIREMENTS OF RULE 2.2.4.5.21. GFCI CONVENIENCE OUTLET AND TELEPHONE OUTLET LOCATED IN MACHINE/CONTROL ROOM FOR EACH ELEVATOR (NATIONALELECTRICAL CODE (NFPA 70 RULE 620-85) OR (CSA C22.1-02 SECTION 38-085)). DEDICATED ANALOG TELEPHONE LINE CAPABLE OFOUTGOING AND INCOMING CALLS FOR EMERGENCY PHONE SYSTEM (RULES 2.27.1.1 & 2.27.1.2) AND SCHINDLER REMOTE MONITORING(SRM).22. MAIN POWER CIRCUITA. JH: A DEDICATED LOCKABLE WALL-MOUNTED OR RECESSED SELF LOCKING PANEL WITH A FUSED DISCONNECT SWITCH OR CIRCUITBREAKER (WHERE PERMITTED) SUITABLE FOR 3-PHASE POWER FOR THE ELEVATOR CONTROL, LOCATED IN A) THE BUILDING COMMONELECTRICAL UTILITY ROOM, OR B) A BUILDING SERVICE CORRIDOR, OR C) ON / IN A WALL WITHIN SIGHT OF THE ELEVATOR INSPECTIONAND TEST PANEL. DISCONNECT SWITCH OR BREAKER MUST ALSO HAVE AN AUXILIARY (DRY) CONTACT THAT IS POSITIVELY DRIVENAND OPENS WHEN THE BREAKER OR SWITCH IS OPENED.B. JH1: ONLY WHEN MOTOR CONTROLLER IS LOCATED IN HOISTWAY: AN ADDITIONAL LOCKABLE WALL-MOUNTED NON-FUSEDDISCONNECT SWITCH IN THE HOISTWAY, TO BE LOCATED ADJACENT TO THE MOTOR CONTROLLER. THIS DISCONNECT MUST ALSO A)BE LOCKABLE IN THE CLOSED POSITION WITH A LOCKING MECHANISM THAT CANNOT BE REMOVED FROM THE DEVICE AND B) HAVE ANAUXILIARY (DRY) CONTACT THAT IS POSITIVELY DRIVEN AND OPENS WHEN THE \ SWITCH IS OPENED. (SEE ALSO NFPA70 REQ.620.51(C)(1) OR CSA C22.1 REQ. 38-051(6)).C. POWER WIRING FROM JHL TO THE CORRESPONDING INSPECTION AND TEST PANEL.D. OTHER SINGLE-PHASE FUSED DISCONNECT SWITCHES OR CIRCUIT BREAKERS FOR FUNCTIONS RELATED TO THE ELEVATOR,INCLUDING BUT NOT LIMITED TO POWER FOR RECEPTACLES, LIGHTING, REMOTE MONITORING EQUIPMENT, SEISMIC EQUIPMENT, ANDPIT PUMPS, LOCATED ADJACENT TO THE 3-PHASE PANEL OR WITHIN THE 3-PHASE PANEL.E. WIRING FROM “OTHER” DISCONNECTS TO RECEPTACLES/LIGHTING DEVICES AT THE DESTINATIONS (PIT, TOP HOISTWAY,MACHINERY/CONTROL SPACES, CONTROL ROOMS, MONITORING STATIONS, ETC.)WORK BY OTHERS1 OF 8LAYOUTS BASED ON OPPORTUNITY: 201286661 SUBREVISION DESCRIPTIONDATEAPPV'D.001FINISHES, FINALS-AS ORDERED3/9/2021RCGGEN. CONTRACTOR:ENGINEER:GO #SHEETSUB.CARARCHITECT:OWNER:LOCATION:BUILDING:DATE:WE INVITE YOU TO VISIT OUR WEB SITE: http://www.us.schindler.comITHACA ARTHAUS130 CHERRY ST ITHACA, NY 14850THE VECINO GROUPBW ARCHITECTURE & ENGINEERING,RICK GROFT03/09/20210013300 THE VECINO GROUP, LLCTel. +1 973.397.6500www.us.schindler.comSchindler Elevator Corp.20 Whippany RoadMorristown, NJ 07960GC PACKAGE SPECIFICATIONS & DATAGRN240402 PLEASE PAY PARTICULAR ATTENTIONTO HIGHLIGHTED ITEMSCWT C/L TO CAR GUIDE RAIL BASE DISTANCEXCWENTRANCE SILL DEPTHTSWTRANSFER SWITCH UNITTSUCAR C/L TO REAR HW WALL DISTANCETKSW2CAR C/L TO FRONT HW WALL DISTANCETKSW1RUNNING CLEARANCETKSCAR SILL TO INSIDE CAR WALLTKACAR DEPTH (INSIDE)TKCOUNTERWEIGHT DEPTHTGSUSPENSION TRACTION MEDIASTMOVER-TRAVEL OF CAR CAR BELOWSKUHALF-GRAVITY STOPPING DISTANCESKSOVER-TRAVEL OF CAR ABOVESKOHW WALL TO CWT C/LSGRIGHT HW WALL TO BASE OF CAR RAIL DISTANCESF2LEFT HW WALL TO BASE OF CAR RAIL DISTANCESF1ROUGH OPENINGROFORCE ON GUIDE SHOE PERPENDICULAR TOGUIDE RAIL AXIS ON CAR OR CWT SIDEPCWT RAIL LENGTHLF CWTCAR RAIL LENGTHLF CARLANDING DOOR UNIT, PROVIDES INSPECTION AND TEST PANEL ACCESSLDUAUXILIARY DISCONNECTJH1MACHINE DISCONNECTJHHEIGHT OF CWT PLINTHHSS2HEIGHT OF CAR PLINTHHSS1HEIGHT OF COMPRESSED CWT BUFFERHPE CWTHEIGHT OF COMPRESSED CAR BUFFERHPE CARFULL CWT BUFFER HEIGHTHP CWTFORCE OF CWT RAIL ON REAR OF HOISTWAY PITREFER TO P FOR ACTING FORCES ON CWT SIDEREFER TO P FOR ACTING FORCES ON CAR SIDECAR TOE GUARD HEIGHTCAR HEIGHTCAR FRAME BOTTOM HEIGHTDISTANCE BETWEEN GUIDE RAIL BRACKETSFLOOR TO FLOOR DISTANCEFORCE OF CWT RAIL ON FRONT OF HOISTWAY PITFORCE OF CWT-SIDE CAR RAIL ON HOISTWAY PITFORCE OF CWT BUFFER ON HOISTWAY PITFORCE OF CAR BUFFER ON HOISTWAY PITFORCE OF LONE CAR RAIL ON HOISTWAY PITREFER TO F FOR ACTING FORCES ON CWT SIDEDOOR C/LCAR OPERATING PANELCAR C/L TO MACHINE/CWT SIDE WALLDISTANCE BETWEEN CAR GUIDE RAILSCAB INSIDE WALL WIDTH (REAR LEFT)CAB INSIDE WALL WIDTH (REAR RIGHT)CAB INSIDE WALL WIDTH (FRONT RIGHT)CAB INSIDE WALL WIDTH (FRONT LEFT)CAR ENTRANCE CLEAR WIDTHFORCE ON GUIDE SHOE IN DIRECTION OF GUIDERAIL AXIS ON CAR SIDE OR CWT SIDEFCAR C/L TO LONE RAIL WALL SIDECCL2DISTANCE BETWEEN COUNTERWEIGHT GUIDERAILSBGSHKAHKHGUHFHEF13F14F12F10F9F11FF2gFF2FF1gREFER TO F FOR ACTING FORCES ON CAR SIDEFF1DCLCOPCAR CONTROL UNITCCUCCL1BKSBKF4BKF3BKF2BKF1BKECAR WIDTH (INSIDE)BKBUFFER IMPACT ASSEMBLYBIADEFINITIONACRONYMFULL CAR BUFFER HEIGHTHP CARPLATFORM & FLOORING THICKNESSHKBDEFINITIONACRONYMJHLLINHALL LANTERNLOPHALL PUSH BUTTONCINCAR LANTERNTATASCAR SUPPLY DISCONNECTAUTOTRANSFORMER 20KVACONTROL TRANSFORMER 1KVATCRRTOP OF CAR RAILTCWRTOP OF COUNTERWEIGHT RAILSTM LENGTH (EACH)STM QTYSTM BELT TYPEDRIVE/CAR SHEAVE DIAROPINGSTM TRIP COUNT LIMITBRAKE ASSEMBLY TYPEMACHINE TYPEQUANTITY OF LANDINGSENTRANCES (OPENINGS)HOISTWAY DEPTH (TS)HOISTWAY WIDTH (BS)PIT DEPTH (HSG)TRAVEL (HQ)OVERHEAD (HSK)MACHINE/CWT LOCATIONLOCAL BUILDING CODESEISMIC ZONE / CATEGORYDRIVE SYSTEMCONTROL TYPECONTROL SYSTEMSPEED (VKN)CAPACITY / LOADING CLASSELEVATOR TYPECAR NUMBERLANDING DOOR TYPE-FRONTLANDING DOOR TYPE-REARDOOR WIDTH (BT)DOOR HEIGHT (HT)CAB HEIGHT (HK)LANDING DOOR FIRE RATINGDOOR OPERATOR TYPEDOOR CLUTCH TYPEENTRANCESTRACTIONHOISTWAYGENERALDRIVE TYPELANDING DOOR LOCK TYPENFPA13 CODEFIREFIGHTER CARSTRETCHER CARLOCAL REGULATION CODEMACHINE VOLTAGECP NUMBERMACHINE HORSEPOWERPIT SET DRILLINGBRAKE MODELBRAKE QUANTITY/TYPEVARIODOYNNX100SELECTIVE COLLECTIVE AUTOMATICGENERAL PURPOSE/PASSENGERON RAIL IN OVERHEAD1000000FMB130-NN-4D176FERMATOR0252:14135' [41.1 M]3.4" (87 MM)FMB130-NN-4D176NY1, A17.1 - 20132-SPD SIDE OPENING RIGHT HAND (T2L)N/A7' [2134 mm]UL 10B 1.5 HOURSFERMATOR COMPACTFERMATOR COMPACTVAF023_2303'-6" [1067 mm]7'-9 1/8" [2366 mm]0IBC 201520132083500 lbs [1590 KG] / CLASS AN/A12'-7" [3835 mm]43'-0 3/8" [13116 mm]5' [1524 mm]8'-6" [2591 mm]6'-11" [2108 mm]5 (5 FRONT / 0 REAR)YESLEROY SOMER MAGNETIC DISK BRAKE2 MAGNETIC DISK BRAKESSTM-PV30 (FIRE RATED)150 fpm [0.75 m/s]NOYESN/ACAR GOV. ROPE TYPECAR GOV. ROPE LENGTHCAR GOVERNOR TYPECAR SAFETY TYPECAR NUMBERCAR GUIDERAILSCWT GUIDERAILSCAR GUIDESHOE TYPECWT GUIDESHOE TYPECAR BUFFER TYPECAR BUFFER QTYCAR BUFFER STROKECAR RUNBYCWT BUFFER TYPECWT BUFFER QTYCWT BUFFER STROKECWT RUNBYCAR NET AREACAR FLOOR THICKNESS (HKZ)CAR ADDITIONAL WEIGHTCAR WEIGHTCWT WEIGHTCWT PERCENTAGESYSTEM WEIGHTSSAFETY ELEMENTS & GUIDE RAILSFLOOR WEIGHT BY OTHERSELECTRICAL DATABATTERY BACKUP (AUTO EVAC)EMERGENCY POWER OPERATIONMAIN POWER FREQUENCYMAIN POWER PHASEMAIN POWER SUPPLY VOLTAGE (UN)AUTOTRANSFORMERMASS ACTING ON SAFETIES (GKU)EMERGENCY SERVICE / CODE BLUESECURITYVIP SERVICEWATER DETECTION IN PITSTATUS (FIREFIGHTER) PANEL INTERFACELOBBY VISION INTERFACECONTROL OPTIONSCAR BUFFER SPRING OUTER DIA. / LENGTHCWT BUFFER SPRING OUTER DIA. / LENGTHTEXT/VIDEO COMMUNICATIONSLIDINGSLIDING21SCHINDLER-RF1SA GBP 2026MM DIA.0212 lbs/ft (T127-1/B)6 lbs/ft (T75)122.00' [37 m]0 LBS [0 KG]50%37.78 ft2 [3.51 m2]3/8" [10 mm]2353 LBS [1067 KG]4115 LBS [1867 KG]SPRING2 1/2" [64 mm]6" [152 mm]SPRING2 1/2" [64 mm]6" [152 mm]5875 LBS [2665 KG]60 HzNO3208VNOYES150 LBS [68 KG]NONON/AYESNONO3.62 [91.9] / 9.18 [233.2]5.5 [139.7] / 9.06 [230.1]NOCAR ENCLOSURE MEETS THE EQUIVALENT DEFLECTION AND ALLOWABLESTRESS REQUIREMENTS OF 2.15.10 AND 2.15.11FIELD NOTES:- MEETS ASME A17.1, ADA AND LOCAL CODES.- STM TWIST 180 DEGREES BETWEEN CAR AND MACHINE.- PER ASME A17.1-2013/CSA B44-07 WITH ADDENDAS A-2008 AND B-2009 ANDEDITION 2010 INCLUDES COMMUNICATIONS FAILURE INDICATOR TO BELOCATED IN VICINITY OF PHASE 1 FIRE RECALL SWITCH.- THIS CONTRACT COMPLIES WITH ASME A17.1-2007/CSA B44-07 WITHADDENDAS A-2008 AND B-2009 AND EDITION 2010 AND WHERE APPLICABLEINCLUDES EXCEPTION TO THOSE POINTS COVERED UNDER THEACCOMPANYING VARIANCE DOCUMENTS RELATED TO THE SUSPENSIONSYSTEM AND GOVERNOR ROPES THAT CONFORM TO THE LATTER 2010EDITION AND TO ASME A17.6-2010.2 OF 8LAYOUTS BASED ON OPPORTUNITY: 201286661 [A]SEE NOTE 9 (TYP.)TKSW1=3'-634" CAR C/L CAR C/LHOISTBEAM (BY OTHERS)CWTMOTOR WALL FRONT WALLBS=8'-6" (HOISTWAY WIDTH)TS=6'-11" (HOISTWAY DEPTH) TKSW1=3'-634"TKSW2=3'-414"FRONT (RIGHT HAND)FLOOR *1,2,3,4,5RO1=1'-114"RO2=4'-1116"RO=5'-2516" (ROUGH OPENING)3'-31116"CCL1=4'-41516"CCL2=4'-1116"DCL=5'-81116"1'-4"512"SUMPPIT*SEENOTE 71'-3316"F9SEETABLEF9101316"914"F125516"F11F102'-2"F14SG=3716"2'-2"F13CARC/LLTSEENOTE 81'-8"GFCISEENOTE934"SEE NOTE 6FRONT1'-5"1'-118"TKSW1=3'-634"TKSW2=3'-414" 1'-0"AA1'-4" MAX.SUBREVISION DESCRIPTIONDATEAPPV'D.001FINISHES, FINALS-AS ORDERED3/9/2021RCGGEN. CONTRACTOR:ENGINEER:GO #SHEETSUB.CARARCHITECT:OWNER:LOCATION:BUILDING:DATE:WE INVITE YOU TO VISIT OUR WEB SITE: http://www.us.schindler.comITHACA ARTHAUS130 CHERRY ST ITHACA, NY 14850THE VECINO GROUPBW ARCHITECTURE & ENGINEERING,RICK GROFT03/09/20210013300 THE VECINO GROUP, LLCTel. +1 973.397.6500www.us.schindler.comSchindler Elevator Corp.20 Whippany RoadMorristown, NJ 07960GC PACKAGE PLAN VIEWSGRN240402 OVERHEAD HOISTBEAMSScale: 1/2"=1'0"HOISTWAY AND PIT PLANScale: 1/2"=1'0"NOTES:1. TEMPORARY PLATFORM TO BE CONSTRUCTED OF 2 x 10 DOUGLAS FIR GRADE 2.2. PLATFORM TO BE COVERED BY 2 LAYERS OF 5/8" [16] PLYWOOD DECKING 5/8" [16] THICK CDX GRADE. WORK PLATFORM RATED TO HANDLE 1000 lbs [454 kg].3. METAL BEARING ANGLES 6" x 6" x 3/8" [152 x 152 x 10] TO BE FIXED TO BUILDING WALLS, FRONT AND BACK, WITH PLATFORM AFFIXED TO TOP OF BEARING ANGLE. SHALL BE EQUAL OR GREATER THAN THE WIDTH OF THE PLATFORM. METAL BEARING ANGLES RATED TO HANDLE 1500 lbs [680 kg]. PLATFORM DESIGNED & PROVIDED BY OTHERS. SEE SECTION A-A4. GUIDE RAILS INCLUDE SAFETIES APPLICATION, GOVERNOR LOAD AND EQUIPMENT ON RAILS.5. PLATFORM TO BE LEVEL WITH TOP FLOOR OPENING WITH EASY REACH OF HOISTBEAMS FOR ATTACHMENT OF FALL ARREST LIFELINES, LANYARDS, OR DECELERATION DEVICES.6. PLATFORM TO BE BUILT & REMOVED BY OTHERS. FRONT WALL AT TOP LANDING TO NOT BE INSTALLED UNTIL THIS PLATFORM IS REMOVED.7. SUMP PIT IN ELEVATOR PITS, WHERE PROVIDED, SHALL COMPLY WITH THE APPLICABLE PLUMBING CODE, AND THEY SHALL BE PROVIDED WITH A POSITIVE MEANS TO PREVENT WATER, GASES AND ODORS FROM ENTERING THE HOISTWAY. SUMPS AND SUMP PUMPS IN PITS, WHERE PROVIDED, SHALL BE COVERED. THE COVER SHALL BE SECURED AND LEVEL WITH THE PIT FLOOR PER APPLICABLE A17.1 EDITION AND SHOULD BE LOCATED TO CLEAR ELEVATOR EQUIPMENT (CANNOT BE CONNECTED DIRECTLY TO STORM DRAIN OR SEWER). PLACEMENT OF SUMP PUMP SHALL NOT IMPEDE ON DESIGNATED REFUGE SPACE. SUMP PITS INCLUDING PUMPS AND PIPES MUST BE LOCATED AT A MINIMUM OF 12" FROM RAIL FOOT PRINT (REFER TO HATCH PLAN). ONLY ONE SUMP PUMP REQUIRED IF HOISTWAYS ARE OPEN TO EACH OTHER. COORDINATE SUMP LOCATION WITH SCHINDLER SUPERINTENDENT.8. PIT LIGHT ("LT") & GFCI BY OTHERS. LOCATE ON REAR WALL NO LESS THAN 32" [813] BELOW BOTTOM LANDING.9. GC TO PROVIDE AND INSTALL STEEL I-BEAM(S) AS SHOWN IN THE OVERHEAD HOISTBEAMS DETAIL. EACH BEAM SHOULD BE CAPABLE OF WITHSTANDING A MINIMUM LIVE LOAD [A] OF 7500 lbs [3402 kg].16.4 kN3677 lbf98.9 kN22233 lbf80.7 kN18144 lbf62.6 kN14083 lbf46.2 kN10383 lbf3677 lbf16.4 kNVERTICAL LOADS CAR 02F14F13F12F11F10GUIDE RAILS IMPACTRAIL LOADS INCLUDE SAFETY APPLICATION & EQUIPMENT WEIGHTBUFFER IMPACTF9NOTE: F9 DOES NOT OCCUR SIMULTANEOUSLY WITH F11 & F12TEMPORARY HOISTWAY PLATFORM (BY OTHERS)Scale: 1/2"=1'0"SEE NOTES #1-6FRONT AND REAR WALLMOUNTING ANGLETEMP PLATFORM Section A-ANOT TO SCALE3 OF 8LAYOUTS BASED ON OPPORTUNITY: 201286661 *12345FRONT1BRACKET SUPPORTSSEE DETAIL AHF=4'-618"2HF=10'-8"3456HF=8'-91516"TEMPORARYPLATFORMSEE NOTE 2HE=12'-634"RO=7'-8"HE=10'-178"HE=10'-178"HE=10'-178"HSK=12'-7"MINIMUM 2" [50.8]HOISTBEAM TO TOPOF SHAFT CLEARANCEHSG=5'-0"HQ=43'-038"HF=10'-8"HF=10'-8"HF=10'-8"7'-111116" HT STRUT SUPPORT=8'-4" [2540] 8" MIN. [203] 8" MIN. [203]LANDING FINISHEDFLOOR LEVELFULL WIDTHSUPPORT FORSILL ATTACHMENTFULL WIDTHSUPPORT FORHEADER/STRUTATTACHMENTTYPICAL FLOORNOT TO SCALEDOOR ROUGH OPENINGMIN. RO=4'-10"[1473]MIN. RO=7'-8" [2337] SEE NOTE #3 SUBREVISION DESCRIPTIONDATEAPPV'D.001FINISHES, FINALS-AS ORDERED3/9/2021RCGGEN. CONTRACTOR:ENGINEER:GO #SHEETSUB.CARARCHITECT:OWNER:LOCATION:BUILDING:DATE:WE INVITE YOU TO VISIT OUR WEB SITE: http://www.us.schindler.comITHACA ARTHAUS130 CHERRY ST ITHACA, NY 14850THE VECINO GROUPBW ARCHITECTURE & ENGINEERING,RICK GROFT03/09/20210013300 THE VECINO GROUP, LLCTel. +1 973.397.6500www.us.schindler.comSchindler Elevator Corp.20 Whippany RoadMorristown, NJ 07960GC PACKAGE ELEVATION VIEWGRN240402ELEVATION DETAIL CAR 02NOTES:1.MAXIMUM RAIL BRACKET SPAN ALLOWED IS 10'-9 15/16" [3300].2.TEMPORARY PLATFORM WITH CORRESPONDING BEARINGSUPPORTS TO BE PROVIDED BY OTHERS.3.IN ACCORDANCE WITH UL REQUIREMENTS, A 15 FEET [4600]MAXIMUM VERTICAL DISTANCE IS PERMITTED FROM THEBUILDING FINISHED FLOOR TO THE BUILDING SUPPORT ABOVEON TO WHICH THE ELEVATOR ENTRANCE BRACKET ASSEMBLYIS ATTACHED. IF THE VERTICAL DISTANCE FROM BUILDINGFLOOR TO THE BUILDING SUPPORT ABOVE IS GREATER THAN 5FEET [4600], AN INTERMEDIATE SUPPORT MUST BE PROVIDEDBY THE BUILDING CONTRACTOR. REFER TO DOOR ROUGHOPENING DETAIL.4.SMOKE VENT LOCATED IN OVERHEAD PER APPLICABLE A17.1EDITION.5.OUT OF LEVEL OF PIT FLOOR NOT TO EXCEED +0.5" [+12].6.A BUILDING SUPPORT (PROVIDED BY THE GC) IS REQUIRED ATTHE SPECIFIED ELEVATION FOR ATTACHMENT OF THEELEVATOR RAIL BRACKETS TO THE BUILDING. THE MAXIMUMDEFLECTION OF THE BRACKET SUPPORT SHOULD NOT EXCEED.0625" [1.5] FOR NON-SEISMIC LOCATIONS OR 0.125" [3] FORSEISMIC LOCATIONS.7.ALL DIMENSIONS ARE FROM FINAL FINISHED FLOOR.8.HATCH WIDTH, HATCH DEPTH, PIT DEPTH AND OVERHEAD TOBE +1"/-0"9.HATCH TO BE PLUMB WITHIN 1" TOP TO BOTTOM7 lbf80 lbf168 lbf316 lbf1406 N747 N356 N31 N#DESCRIPTIONSYMBOLOPENINGGUIDE RAIL BRACKETRAIL STACK LEGENDP (FF2)F&P CWT RAIL LOADSF (FF1)P (FF2)F&P CAR RAIL LOADSF (FF1)#FPDOOR OPENINGBARRIER DETAIL (BY OTHERS)24"[609]TOE BOARD 3 12" HIGHPREMIUM GRADEFLUORESCENT ORANGEPEARLWEAVE SAFETYNETTING (3/16" MESH SIZE)2"X4" LUMBER, ONE SIDE TOBE REMOVABLE FOR ACCESS3/4"∅ CONDUIT THROUGHLOOP IN NETTING WITH CLAMPON EACH SIDE TO ATTACHCONDUIT TO TOE BOARDTURNBUCKLEANCHOR BOTH SIDES1/8" CABLE THROUGHGROMMETS AT THE TOP OFTHE PANEL3'-6" [1067] 1'-9" [533]NOT TO SCALEDETAIL A: RAIL BRACKET SPACINGNOT TO SCALEFRONT1'-0 1/8" 2'-6 5/8" 5'-1 1/4" CAR C/L PLATE C/L PLATE C/L 3'-6 3/4" Z-BRACKET C/L 4 OF 8LAYOUTS BASED ON OPPORTUNITY: 201286661 HEADERSEE TABLESEE DETAIL A7'-0"FINISHED CLEAR OPENING5'-0"JAMB BRAILLEOFFON6'-434"ACCESSSWITCHSECTION A-AHEADERSEE TABLEENTRANCEFINISHSEE TABLEJAMBSEE TABLEPUSHBUTTONSFIRESWITCHAACAR 02MAIN EGRESS: 1 (SHOWN ABOVE)FER // ALT EGRESS: 1 // 2PLAN VIEWWT 2 1/2" [64 ]5 1/2" [139]JAMB BRAILLE4 3/4" [121]WT - 4 1/4" [108]4 3/4" [121]WT - 4 1/4" [108]CORRIDORPOSITIONINDICATOR6'-1" TYP.SUBREVISION DESCRIPTIONDATEAPPV'D.001FINISHES, FINALS-AS ORDERED3/9/2021RCGGEN. CONTRACTOR:ENGINEER:GO #SHEETSUB.CARARCHITECT:OWNER:LOCATION:BUILDING:DATE:WE INVITE YOU TO VISIT OUR WEB SITE: http://www.us.schindler.comITHACA ARTHAUS130 CHERRY ST ITHACA, NY 14850THE VECINO GROUPBW ARCHITECTURE & ENGINEERING,RICK GROFT03/09/20210013300 THE VECINO GROUP, LLCTel. +1 973.397.6500www.us.schindler.comSchindler Elevator Corp.20 Whippany RoadMorristown, NJ 07960GC PACKAGE ENTRANCESGRN240402 4" [100]5 7/8 ± 1 1/2" [148 ± 37]LANDINGDOOR SILLGROUT ANDFINISH FLOORBY OTHERSTSWDETAIL ANOTES:1. HOISTWAY WALLS TO HAVE A FIRE ENDURANCE RATING NOT LESS THAN REQUIRED BY APPLICABLE A17.1 EDITION.2. FURNISHING, INSTALLING, AND MAINTAINING THE REQUIRED FIRE RATING OF ELEVATOR HOISTWAY WALLS, INCLUDING THE PENETRATION OF FIRE WALL BY ELEVATOR FIXTURE BOXES, IS NOT THE RESPONSIBILITY OF ELEVATOR CONTRACTOR.3. THE INTERFACE OF HOISTWAY WALL WITH THE HOISTWAY ENTRANCE ASSEMBLY SHALL BE IN STRICT COMPLIANCE WITH THE CONTRACTOR'S REQUIREMENTS IN ORDER TO RETAIN FIRE RATINGS & LABEL VALIDITY OF ELEVATOR HOISTWAY DOORS AND FRAMES.4. FILLING AND GROUTING AS REQUIRED (BY OTHERS).5. WHEN WALL MOUNTED FIXTURES, SUPPORT FOR FIXTURE BOXES AS REQUIRED (BY OTHERS).6. WALL THICKNESS MUST BE MAINTAINED FOR PROPER INSTALLATION OF ENTRANCES.7. DOOR FIRE RATING 1.5 HR.8. THE HORIZONTAL FORCE IMPOSED ON BUILDING STRUCTURE IS 562.5 lbf PER ENTRANCE. REFER TO APPLICABLE A17.1 EDITION.9. REFER TO FIXTURES SHEET FOR LOCATION OF ALL FIXTURES.TABLE OF ENTRANCE DETAILS CAR 02OPENINGCONSTRUCTIONENTRANCESILLMATERIALJAMB FINISH (14 GA. STL.)/DOOR FINISH (18 GA. STL.)DOORWEIGHTFLOORTYPEWALLTHICKNESS(WT)WALLINTERFACEJAMBHEADERREVEALLEFTREVEALRIGHTREVEALSILLINTERFACE*1FRONT6" [152]CONCRETEALUMBE - E035STANDARD4 3/4" [121]4 3/4" [121]4 3/4" [121]CONCRETE2FRONT6" [152]CONCRETEALUMBE - E035STANDARD4 3/4" [121]4 3/4" [121]4 3/4" [121]CONCRETE3FRONT6" [152]CONCRETEALUMBE - E035STANDARD4 3/4" [121]4 3/4" [121]4 3/4" [121]CONCRETE4FRONT6" [152]CONCRETEALUMBE - E035STANDARD4 3/4" [121]4 3/4" [121]4 3/4" [121]CONCRETE5FRONT6" [152]CONCRETEALUMBE - E035STANDARD4 3/4" [121]4 3/4" [121]4 3/4" [121]CONCRETE5 OF 8LAYOUTS BASED ON OPPORTUNITY: 201286661 CAR TOE GUARDMAINCOPHKE=7'-0"918"HK=7'-918"FRONT ELEVATION2'-10516"3'-258"4"3'-258"REAR ELEVATION2'-7716"4"2'-7716"2'-10516" HKZ=3 8" HKE=7'-0" 4516" PLATFORM WITH FLOORING THICKNESS CEILING HEIGHT=7'-81116"SIDE ELEVATIONFRONTMAINCOPBKF1=2'-1138"3'-6"BKF2=31516"6'-9516" INSIDE CAB WIDTHTKA=6516"5'-678" INSIDE CAB DEPTHCAR PLANFRONT6'-858" CEILING WIDTH [2048mm]5'-618" CEILING DEPTH [1680mm]LEDDOWNLIGHTREAR PANELREMOVABLE FOREXIT ACCESSEMERGENCY EXIT25 5/8"X16 1/2"[650x420]3'-4516" [1024mm]1916" [40mm]CEILING PLANSUBREVISION DESCRIPTIONDATEAPPV'D.001FINISHES, FINALS-AS ORDERED3/9/2021RCGGEN. CONTRACTOR:ENGINEER:GO #SHEETSUB.CARARCHITECT:OWNER:LOCATION:BUILDING:DATE:WE INVITE YOU TO VISIT OUR WEB SITE: http://www.us.schindler.comITHACA ARTHAUS130 CHERRY ST ITHACA, NY 14850THE VECINO GROUPBW ARCHITECTURE & ENGINEERING,RICK GROFT03/09/20210013300 THE VECINO GROUP, LLCTel. +1 973.397.6500www.us.schindler.comSchindler Elevator Corp.20 Whippany RoadMorristown, NJ 07960GC PACKAGE CABGRN240402 HANDRAILNOT TO SCALE3/8" [10]ALUMINUMRECTANGULAR(STRAIGHT)RIGHT,LEFT,REARNOT REQUIRED1 SPEEDAUTOMATIC ON/OFFSTATIC LIGHT CURTAINSTEELBY OTHERSHANDS-FREE ADAIN MAIN COPFLOOROPTIONSCEILINGCAR WALLSCAR FRONTLIGHT CURTAIN TYPETELEPHONECAR POSITION INDICATORCAR LANTERNFLOOR RECESSCAR FAN TYPEHANDRAIL FINISHHANDRAIL TYPEHANDRAIL LOCATIONFLOOR TYPECAR LIGHTING TYPESILL TYPECEILING FINISHCEILING TYPEREAR WALL FINISHREAR WALLSIDE WALL FINISHSIDE WALL TYPECAR DOOR DECORATIONCOP FACEPLATE MATERIALCAR FRONT DECORATION#4 STAINLESS STEELALUMINUMAPPLIED(LAMINATE)MILWAUKEE PEWTERAPPLIED(LAMINATE)LED DOWN LIGHT - ROUND SPOTS#4 STAINLESS STEEL6 OF 8MILWAUKEE PEWTER#4 STAINLESS STEELLAYOUTS BASED ON OPPORTUNITY: 201286661 4'-21 4"934"4'-11"[1496]COP C/LLINE OF FINISH FLOORELBANEOFFACCESS PUSH THIS BUTTON FORHELP-PHON ELIGHT FLA SHESWHEN CALL I SANSWEREDINDEPE NDENTSERVI CE OTSP RUN 12345CAR # 2CAPACITY 3500 LBSCAR OPERATING PANELCAR 02SUBREVISION DESCRIPTIONDATEAPPV'D.001FINISHES, FINALS-AS ORDERED3/9/2021RCGGEN. CONTRACTOR:ENGINEER:GO #SHEETSUB.CARARCHITECT:OWNER:LOCATION:BUILDING:DATE:WE INVITE YOU TO VISIT OUR WEB SITE: http://www.us.schindler.comITHACA ARTHAUS130 CHERRY ST ITHACA, NY 14850THE VECINO GROUPBW ARCHITECTURE & ENGINEERING,RICK GROFT03/09/20210013300 THE VECINO GROUP, LLCTel. +1 973.397.6500www.us.schindler.comSchindler Elevator Corp.20 Whippany RoadMorristown, NJ 07960GC PACKAGE CAR STATION DETAILSGRN240402 CLOSEFIRE SERVICEOPENCALL CANCELFIRE LIGHT EMERG STOPFIRE SET BEHIND LOCKED PANELFIREFIGHTER CABINETFIRE OPERATIONHOLDOFFONOPENCLOSEREAROPENREARCLOSECALLCANCELPUSH-STOPWTISTRUN-PHONE JACKBY LOCAL FIRE JURISDICTION7 OF 8LAYOUTS BASED ON OPPORTUNITY: 201286661 SUBREVISION DESCRIPTIONDATEAPPV'D.001FINISHES, FINALS-AS ORDERED3/9/2021RCGGEN. CONTRACTOR:ENGINEER:GO #SHEETSUB.CARARCHITECT:OWNER:LOCATION:BUILDING:DATE:WE INVITE YOU TO VISIT OUR WEB SITE: http://www.us.schindler.comITHACA ARTHAUS130 CHERRY ST ITHACA, NY 14850THE VECINO GROUPBW ARCHITECTURE & ENGINEERING,RICK GROFT03/09/20210013300 THE VECINO GROUP, LLCTel. +1 973.397.6500www.us.schindler.comSchindler Elevator Corp.20 Whippany RoadMorristown, NJ 07960GC PACKAGE CAR STATION DETAILSGRN240402 BOX CUTOUT=6"[152]BOX CUTOUT= 3" [76]ELEVATOR COMMUNICATIONS FAILURE6 3/4" [171.45mm]334" [95]EMERGENCY COMMUNICATIONSMONITORHOISTWAY ACCESS SWITCH518" [130]2916" [65]UPOFFACCESSDOWN8 OF 8TERMINAL PUSHBUTTONS2916" [65]6516" [160] 3'-21116" [983]LINE OF FINISH FLOOR 518" [130]& FIRE SERVICE SWITCHFIREFIGHTER HAT INDICATOROFFONRESETFIRE RECALLLINE OF FINISH FLOOR3'-21116" [983]LINE OF FINISH FLOORTERMINAL PUSHBUTTONSINTERMEDIATE PUSHBUTTONS2916" [65]6516" [160]2916" [65]6516" [160] 3'-312" [1003]2916"[65]11 7 16" [290]HALL LANTERNLAYOUTS BASED ON OPPORTUNITY: 201286661 03/09/2021 Schindler Elevator Corporation Elevator Power Data Job Name: Ithaca Arthaus GO#: N2404 Unit(s): 02 130 Cherry St Capacity: 3500 lbs Ithaca, NY 14850 Speed: 150 fpm Building Voltage: 208 VAC Sales Office: 9614 Product Code: 451 Installing Office: 9614 Travel: 43 ft0.375 in A Coordination: All electrical equipment placement and installation shall be coordinated with the Local Schindler Superintendent prior to Schindler manning the jobsite. B Elevator Equipment Power 2 (JH): The Elevator Disconnecting means:  Shall be an enclosed, externally operable, motor circuit switch, shall be listed and lockable in the open position in accordance with NFPA 70.  Shall be supplied and located in a building utility space outside the hoistway due to the Motor Controller being located in the Elevator Hoistway. One disconnect is required for each elevator. A label on the disconnect is required stating location of the supply side (feeder) overcurrent protection device in accordance with NFPA 70. 208 Volts; 3 Phase; 60 Hz Balanced Wye line to line, 3 wire & a Ground (no neutral) Must be within +/- 10% of the specified voltage. 3% maximum phase to phase fluctuation. Cannot be a Delta wiring scheme SCCR rating of equipment 5000 Amps. Refer to SCCR section in Appendix SCCR rating label required NFPA 70. Refer to SCCR section in Appendix Current Consumption by System  Accelerating (non-continuous) <3.5 Secs: 40.2 Amps  Running (non-continuous) < 0.1 Sec Max. Run Time: 35.2 Amps Elevator Motor Controller Horsepower Demand  15 Current Regeneration back to the Building  Decelerating (non-continuous) <3.5 Sec: 5Amps  Running (non-continuous) < 0.1Sec Max. Run Time: 9 Amps Fuse Size: Sized by GC  System Running Current at Constant Speed 35.2Amps  Recommended Receptacle Rating based on fuse size  Dual element time delay characteristic recommended Feeder size based on Secondary Fusing (reference Autotransformer Section above if present) of Transformer or Building Fuse Size (3 ungrounded conductors & an equipment grounding conductor) in accordance with NFPA 70. Auxiliary dry contact for Evacuation in accordance with NFPA 70.  Dry contact closes when Switch turns circuit ON  Wiring, in separate conduit, to terminals located in Test and Inspection Panel on Floor 5 located in Controller (LDU) or RCC cabinet in Machine Room/Closet Note: Shunt Trip Circuit Breaker Required When Sprinklers are Present: The Electrical contractor shall provide a shunt trip circuit breaker for the elevator main line power conductors in order to remove power from elevator controls upon or prior to the application of water from any sprinkler located in any elevator machine room/space, control room/space and hoistway overhead in accordance with ASME A17.1. The shunt trip circuit breaker shall be installed in accordance with NFPA 70 and local regulations.  Shunt trip shall also have an auxiliary dry contact for Auto-Evacuation when provided as required by NFPA 70.  Refer to diagram at end of document 3 (JH1) Non-Fused Disconnect:  The additional enclosed, externally operable, non-fused motor circuit switch: Shall be listed and lockable open in accordance with NFPA 70  Shall be supplied and located at the top of the Elevator Hoistway in the space designated on the Layout Drawings and within sight of the motor controller. One switch is required for each elevator. A label on the disconnect is required stating location of (JH) the branch circuit overcurrent protection device. In accordance with NFPA 70 and local regulations. 208 Volts; 3 Phase; 60 Hz Feeder size based on fusing size of Elevator Disconnecting Means (JH) (3 ungrounded conductors & an equipment grounding conductor) in accordance with NFPA 70 and local regulations. Wire from Motor Circuit Switch to Schindler Equipment Wire from Motor Circuit Switch to TSU (TSU provided by Schindler in Hoistway) Feeder size to match incoming feeders to motor circuit switch Auxiliary dry contact for Auto-Evacuation (when provided) in accordance with NFPA 70. Dry contact closes when Switch turns circuit ON Wiring, in separate conduit, to terminals located in the Test and Inspection Panel located on Floor 5 31 , the Controller (LDU) Floor. 4 NEMA 4 for Water Protected Pit: When sprinklers are installed more than 600 mm (24 in.) above the pit floor, all elevator electrical equipment, located less than 1225 mm (48 in.) above the pit floor, shall:  Be weatherproof (NEMA 4).  Have wiring identified for use in wet locations in accordance with the requirements in NFPA 70. 5 Receptacles: GFCI (Ground-Fault Circuit Interrupter) type receptacles shall be provided in all elevator pits and machinery/control spaces inside the hoistway. All receptacles in elevator machine rooms, machinery spaces, control rooms and control spaces outside the hoistway shall be provided with ground-fault circuit interrupter protection in accordance with NFPA 70. C Lighting: Elevator Machine Rooms, control spaces, and test and inspection panel locations Requiring Lighting: ASME A17.1. requires the minimum level of illumination measured at the floor to be 19fc.  See layouts for details of size and location requiring lighting. Elevator Pits Required Lighting: ASME A17.1 requires the minimum level of illumination measured at the pit floor to be 10fc. The location shall be determined after coordination with the elevator contractor so that the light fixture(s) are located out of the way of all elevator equipment.  See layouts for details of size and location requiring lighting. D Receptacles and Switches: Sump Pump Receptacles: A receptacle for a sump pump shall be required in all elevator pits for the elevator pit if provided with a sump pump. A single receptacle supplying a permanently installed sump pump shall not require ground-fault circuit- interrupter protection in accordance with NFPA 70. Elevator Machine and Control Rooms Light Switch Requirement: Light switches shall be required in all elevator machine and control rooms adjacent to the jamb side of the machine room entry door. where practicable in accordance with NFPA 70 and ASME A17.1. Elevator Machinery Space Light Switch Requirement:  (overhead) at the point of entry in accordance with NFPA 70 and ASME A17.1  Provided at point of entry on strike side (lock-jamb) of door at top floor.  See layouts for location detail. Elevator Pit Light Switch Requirement: The pit switch shall be a minimum of 18 inches above the elevator lowest landing doorsill and adjacent to (not behind) the pit access ladder in accordance with NFPA 70 and ASME A17.1.  See layouts for location detail. E Grounding: An equipment grounding conductor shall be supplied from the elevator main line disconnecting means and controller to the MCC and building ground in accordance with NFPA 70 Article 250. G Branch Circuits: Car Lighting Disconnect: A separate branch circuit shall supply the car lights, receptacle(s), auxiliary lighting power source, and ventilation on each elevator car. The disconnecting means shall be an enclosed, externally operable, fused switch or circuit breaker that is lockable open and shall be located in the machine room or control room for that elevator car. Where there is no machine room or control room, the disconnecting means shall be located in the building utility space outside the hoistway that is readily accessible to only qualified persons.  Wiring from Car Lighting Disconnect to the Test and Inspection Panel (LDU). 2 Separate Circuits for Elevator Pit: The elevator pit shall have a separate branch circuit supplying pit lighting and receptacle(s) and shall be permitted to have another for the pit sump pump when one is provided in accordance with NFPA 70 (Does not interface with Schindler equipment).  See layouts for location detail. 2 Separate Branch Circuits for Machinery Space Lighting and Outlets in the Elevator Overhead: The overhead machinery space shall have separate branch circuits supplying the machinery space lighting and receptacles in accordance with NFPA 70 (Does not interface with Schindler equipment). H A. Inspection and Test panel: where provided shall be lit by permanently installed electric lighting with a level of illumination of at least 200 lx (19 fc) at the floor level. A switch placed inside or close to the enclosure shall control lighting of the enclosure in accordance with ASME A17.1 and NFPA 70. I GFCI type receptacles, light fixtures and light switches: 1. Are required in elevator overhead machinery spaces located in the hoistway that requires “full body entry” (as defined by elevator code). 2. Are required in machinery spaces outside the hoistway.  See layouts for location detail. J Electrical Component NFPA Clearances: Clearances around all electrical equipment in the elevator machine room shall comply with NFPA 70 electrical clearances requirements. The electrician’s work and equipment placement shall be coordinated with the elevator contractor’s equipment placement. K Electrical Piping Runs: All electrical piping runs provided by the electrical contractor and elevator contractor to the elevator equipment shall be run overhead or in a manner which does not restrict access to and around any equipment. L 1 Emergency Phone and Data Line: Conduit shall be provided by electrical contractor in all elevator machine rooms to the elevator controller. Electrical contractor shall provide electrical conduit for both the emergency elevator phone and required data line to the elevator machine room, to the elevator controller, and terminated on the elevator controller with coordination from the elevator contractor. The building shall provide: Wiring of Phoneline to the Test and Inspection Panel (LDU) or RCC cabinet M Fire Control Panel Smoke Detector relays: (Primary, Secondary & Fire Hat) mounted within 3 ft. of Inspection and Test Panel (LDU) or control cabinet (RCC). Additional Smoke Detector relays in addition to the three (3) mentioned may be necessary depending on job site conditions. To be coordinated with Schindler.  Wiring from Smoke Detector Relays to Inspection & Test Panel (LDU)  NC, dry contacts required O Heat Detector (if applicable): Located within 2 ft of hoistway sprinkler head Wiring from Heat Detector to Shunt Trip Breaker (if applicable; does not interface with Schindler equipment unless in Detroit) Q Installation Power: 1A Temporary power supply for installation work. (220 V, 1 phase, 50/60 Hz, 20 Amp power supply, GFCI protected w/Time-Delay fuse); 2 This requires coordination with Schindler to determine which is applicable R Heat Emissions: 2 Hoistway – 3612 BTU/Hr 5 Hallway – (LDU – Inspection & Test panel only) – 600 BTU/Hr Appendix SCCR Information to include in this document The SCCR rating of elevator equipment is 5000 Amps, contractor to ensure that the available fault current of the building supply at the service switch does not exceed this value (Per NFPA 70). Contractor to include a label (Please see figure 2-Sample Label Example) that identifies the Max Available Fault Current onto Disconnect: ** See note 1 of Figure 1-SCCR Diagram. In addition, we require a hard copy of the manufacturers Fuse Chart and rating verifying the SCCR meets requirements. Per NFPA 70, the service switch should be legibly marked with Apparent RMS Symmetrical fault current supplying the Elevator Equipment. ** See note 3 of Figure 1-SCCR Diagram. Local Electrical Contractor must provide building SCCR Current calculations as well as Fuse Chart and rating to prove compliance with 5KA elevator equipment rating for the supplied fuse. ** See note 2 of Figure 1-SCCR Diagram. Figure 1- SCCR Labelling Diagram Figure 2: Sample Label SHUNT TRIP CONTROL WIRING DIAGRAM Figure 3: Shunt Trip Wiring 5 A 1 2 Figure 5. See Layouts for exact location of equipment in Overhead and pit.