HomeMy WebLinkAboutDrawings_High Rise 5 Upgrades - Elevator ReplacementHIGH RISE 5 UPGRADES - ELEVATOR REPLACEMENT6 JESSUP ROAD, ITHACA, NEW YORK 14850CORNELL UNIVERSITYITHACA, NY 14850HIGH RISE 5SEALPRIME CONSULTANT59-61 Court Street Suite 300,Binghamton, NY 13901-1956, USAtel 607 772 0007 fax 607 723 4121IBI GROUPibigroup.comSHEET NUMBER121539IBI PROJECT NO:CLIENT PROJECT NO:--DATE:2019-09-05HIGH RISE 5 UPGRADES - ELEVATOR
REPLACEMENT
6 JESSUP ROAD, ITHACA, NEW YORK 14850
CORNELL UNIVERSITY
HIGH RISE 5 ARCHITECT/ ENGINEER:CONSULTANTS:121539IBI PROJECT NO:IBI GROUPARCHITECTS, ENGINEERS, & LANDSCAPE ARCHITECTS59-61 COURT STREET SUITE 300BINGHAMTON, NY 13901, USATEL: 607-772-0007, FAX: 607-723-4121ibigroup.comAERIAL PHOTO:LOCATION MAP:HR5-G000GENERAL:HR5-G000 COVER SHEETCIVIL:HR5-C100 CRANE STAGING SITE PLANHAZARDOUS MATERIALS:HR5-AR101 ASBESTOS ABATEMENT PLANS AND NOTESARCHITECTURAL:HR5-A100 BASEMENT AND GROUND LEVEL OVERALL PLANHR5-A101 LEVEL 1 AND LEVEL 1A OVERALL PLANHR5-A102 LEVEL 2 AND LEVEL 2A OVERALL PLANHR5-A103 LEVEL 3 AND LEVEL 3A OVERALL PLANHR5-A104 LEVEL 4 AND LEVEL 4A OVERALL PLANHR5-A105 LEVEL 5 AND LEVEL 5A OVERALL PLANHR5-A106 LEVEL 6 AND LEVEL 6A OVERALL PLANHR5-A107 PENTHOUSE OVERALL PLAN AND BUILDING SECTIONHR5-A300 MECHANICAL ROOM RENOVATION, DEMOLITION PLANSAND DETAILSHR5-A301 ELEVATOR RENOVATION PLANS, ELEVATIONS AND DETAILSHR5-A302 ELEVATOR DETAILSMECHANICAL:HR5-M000 MECHANICAL LEGEND, NOTES, SCHEDULES AND DETAILSHR5-M100 MECHANICAL DEMOLITION AND RENOVATION PLANSHR5-P100 PLUMBING LEGEND, DEMOLITION, RENOVATION PLANSAND DETAILSELECTRICAL:HR5-E000 ELECTRICAL GENERAL NOTES AND SYMBOL LISTHR5-E100 ELECTRICAL PARTIAL DEMOLITION FLOOR PLANSHR5-E200 ELECTRICAL PARTIAL RENOVATION FLOOR PLANSHR5-E300 PARTIAL DEMOLITION AND RENOVATION ONE-LINE DIAGRAMSITHACA, NY 14850 DRAWING LISTARCHITECTURAL RESOURCES505 Franklin Street,Buffalo, NY 14202, USA303 W 13th Street,New York, NY 10014, USATEL: 716 883 5566, FAX: 716 883 5569archres.com
DATE:ISSUESHEET TITLEPROJECT121539HIGH RISE 5 UPGRADES-ELEVATOR REPLACEMENTISSUEISSUANCEDATESCALE:APPROVED BY:PROJECT MGR:IBI PROJECT NO:SHEET NUMBER6 JESSUP ROAD, ITHACA, NEW YORK 14850BUILDING:CLIENTCOPYRIGHTISSUESCORNELLUNIVERSITYThis drawing has been prepared solely for the intended use, thus anyreproduction or distribution for any purpose other than authorized by IBI Group isforbidden. Written dimensions shall have precedence over scaled dimensions.Contractors shall verify and be responsible for all dimensions and conditions onthe job, and IBI Group shall be informed of any variations from the dimensions andconditions shown on the drawing. Shop drawings shall be submitted to IBI Groupfor general conformance before proceeding with fabrication.is a member of the IBI Group of companiesIBI GROUP ARCHITECTS, ENGINEERS, & LANDSCAPE ARCHITECTSKEYPLANCHECKED BY:DRAWN BY:SCALE CHECK CONSULTANTSSEAL10mm1 in CLIENT PROJECT NO:ITHACA, NEW YORK 148502019-09-05STUDENT AND CAMPUSLIFEPRIME CONSULTANT41 Chenango Street,Binghamton, NY 13901-1956, USAtel 607 772 0007 fax 607 723 4121IBI GROUPibigroup.comHIGH RISE 5505 Franklin Street,Buffalo, NY 14202, USA303 W 13th Street,New York, NY 10014, USAtel 716 883 5566 fax 716 883 5569Architectural Resourcesarchres.comCRANE STAGINGSITE PLANHR5-C100 11/16" = 1' - 0"CRANE STAGING PLAN1PLANNORTHWWBCCBCCDWAS NOTEDCRANE LOCATIONMACHINE ROOMEXISTING WALKWAYEXISTING PARKINGAREAHIGH RISE 5LOW RISE 6R.B COMMUNITY CENTERJESSUP ROAD
5X055100CE
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5B00JC“”“”“”860 Hooper RoadEndwell, New York 13760Tel: 607.231.6600 Fax: 607.231.6651 www.delta-eas.comHR5-AR101BDATE:ISSUESHEET TITLEPROJECT121539HIGH RISE 5 UPGRADESISSUEISSUANCEDATESCALE:APPROVED BY:PROJECT MGR:IBI PROJECT NO:SHEET NUMBER6 JESSUP ROAD, ITHACA, NEW YORK 14850BUILDING:CLIENTCOPYRIGHTISSUESCORNELLUNIVERSITYThis drawing has been prepared solely for the intended use, thus anyreproduction or distribution for any purpose other than authorized by IBI Group isforbidden. Written dimensions shall have precedence over scaled dimensions.Contractors shall verify and be responsible for all dimensions and conditions onthe job, and IBI Group shall be informed of any variations from the dimensions andconditions shown on the drawing. Shop drawings shall be submitted to IBI Groupfor general conformance before proceeding with fabrication.is a member of the IBI Group of companiesIBI GROUP ARCHITECTS, ENGINEERS, & LANDSCAPE ARCHITECTSKEYPLANCHECKED BY:DRAWN BY:SCALE CHECK CONSULTANTSSEAL10mm1 in CLIENT PROJECT NO:ITHACA, NEW YORK 148502019-09-05STUDENT AND CAMPUSLIFEPRIME CONSULTANT41 Chenango Street,Binghamton, NY 13901-1956, USAtel 607 772 0007 fax 607 723 4121IBI GROUPibigroup.comHIGH RISE 5BCONSTRUCTION DOCUMENT SET2019-09-05505 Franklin Street,Buffalo, NY 14202, USA303 W 13th Street,New York, NY 10014, USAtel 716 883 5566 fax 716 883 5569Architectural Resourcesarchres.comASBESTOS ABATEMENTPLANS AND NOTESSMPWTJSMPAS NOTEDSMP
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UP UPDNUPDNDATE:ISSUESHEET TITLEPROJECT121539HIGH RISE 5 UPGRADES-ELEVATOR REPLACEMENTISSUEISSUANCEDATESCALE:APPROVED BY:PROJECT MGR:IBI PROJECT NO:SHEET NUMBER6 JESSUP ROAD, ITHACA, NEW YORK 14850BUILDING:CLIENTCOPYRIGHTISSUESCORNELLUNIVERSITYThis drawing has been prepared solely for the intended use, thus anyreproduction or distribution for any purpose other than authorized by IBI Group isforbidden. Written dimensions shall have precedence over scaled dimensions.Contractors shall verify and be responsible for all dimensions and conditions onthe job, and IBI Group shall be informed of any variations from the dimensions andconditions shown on the drawing. Shop drawings shall be submitted to IBI Groupfor general conformance before proceeding with fabrication.is a member of the IBI Group of companiesIBI GROUP ARCHITECTS, ENGINEERS, & LANDSCAPE ARCHITECTSKEYPLANCHECKED BY:DRAWN BY:SCALE CHECK CONSULTANTSSEAL10mm1 in CLIENT PROJECT NO:ITHACA, NEW YORK 148502019-09-05STUDENT AND CAMPUSLIFEPRIME CONSULTANT41 Chenango Street,Binghamton, NY 13901-1956, USAtel 607 772 0007 fax 607 723 4121IBI GROUPibigroup.comHIGH RISE 5505 Franklin Street,Buffalo, NY 14202, USA303 W 13th Street,New York, NY 10014, USAtel 716 883 5566 fax 716 883 5569Architectural Resourcesarchres.comBASEMENT AND GROUNDLEVEL OVERALL PLANHR5-A100 11/8" = 1' - 0"BASEMENT LEVEL OVERALL PLAN1PLANNORTH1/8" = 1' - 0"GROUND LEVEL OVERALL PLAN2PLANNORTH4A3018A3011A3011A3015A300WWBCCBCCDWAS NOTED1. 2015 INTERNATIONAL EXISTING BUILDING CODE (5TH PRINTING AS ADAPTED BY NEW YORK STATE) WITH THE 2017 1. UNIFORM CODESUPPLEMENT ALTERATION LEVEL 1: REPAIR.2. NYSBC 302:OCCUPANCY GROUP: R-23. NYSBC TABLE 601: CONSTRUCTION CLASSIFICATION: TYPE 2B4. BUILDING AREA @ MAX. LEVEL : LEVEL 1 @ 6,760 S.F5. BUILDING STORIES: 76. BUILDING HEIGHT: 122'BUILDING CODE COMPLIANCEDESIGN DATA NOTES1. GENERAL:DESIGN PROVISIONS...................................................................................................................................................................................................................................2016 NEW YORK STATE UNIFORM CODE (NYSUC)RISK CATEGORY...............................................................................................................................................................................................................................................................................................................................IITERRAIN / EXPOSURE CATEGORY................................................................................................................................................................................................................................................................................................B2. LIVE LOADS:FLOORS AND ROOFS HAVE BEEN DESIGNED TO SUPPORT THE UNIFORMLY DISTRIBUTED LIVE LOAD NOTED BELOW.UNIFORMLY DISTRIBUTED LIVE LOADS:ROOF: UNIFORM GROUND SNOW LOAD (Pg) ............................................................................................................................................................................................................................................................40 PSFUNIFORM FLAT-ROOF SNOW LOAD (Pf)..........................................................................................................................................................................................................................................................28 PSFSNOW EXPOSURE FACTOR (Ce)................................................................................................................................................................................................................................................................................1THERMAL FACTOR (Ct)................................................................................................................................................................................................................................................................................................1IMPORTANCE FACTOR (Ls).........................................................................................................................................................................................................................................................................................1(DRIFTED, UNBALANCED, AND SLOPED-ROOF SLIDING SNOW IN ACCORDANCE WITH AMERICAN SOCIETY OF CIVIL ENGINEERS (ASCE) STANDARD 7-10)FLOORS: (CORRIDOR / LOBBIES)....................................................................................................................................................................................................................................................................................100 PSF(APARTMENTS) ..................................................................................................................................................................................................................................................................................................40 PSF3. DEAD LOADS:ROOF: (PENTHOUSE ELEVATOR EQUIPMENT ROOF) .......................................................................................................................................................................................................................................................90 PSFFLOORS: (LOBBY LEVEL) .....................................................................................................................................................................................................................................................................................................115 PSFPORTION ABOVE DEAD LOAD CONSIDERED FOR MECHANICAL EQUIPMENT AND PIPING SUSPENDED FROM STRUCTURAL FRAMINGROOF: .......................................................................................................................................................................................................................................................................................................................................5 PSFFLOORS: .................................................................................................................................................................................................................................................................................................................................10 PSF(CONCENTRATED LOADS SHALL BE LIMITED TO THOSE WHICH INDUCE MOMENTS AND SHEARS IN MEMBERS NOT GREATER THAN THOSE INDUCED BY THE NOTED UNIFORMLY DISTRIBUTED LOADS)2A1072A1072A1072A107
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52045200CC5200CA5200TA5200TC520652055200TD5241524252435231 5232523352345251526352625261525252535254524452645204A5200TB5200CG5200CF5200CDUPDNUPDNUPDN5200CH5200CJ5200CK5200TF5200TE52115212521352145223522452225221DNUPUPDATE:ISSUESHEET TITLEPROJECT121539HIGH RISE 5 UPGRADES-ELEVATOR REPLACEMENTISSUEISSUANCEDATESCALE:APPROVED BY:PROJECT MGR:IBI PROJECT NO:SHEET NUMBER6 JESSUP ROAD, ITHACA, NEW YORK 14850BUILDING:CLIENTCOPYRIGHTISSUESCORNELLUNIVERSITYThis drawing has been prepared solely for the intended use, thus anyreproduction or distribution for any purpose other than authorized by IBI Group isforbidden. Written dimensions shall have precedence over scaled dimensions.Contractors shall verify and be responsible for all dimensions and conditions onthe job, and IBI Group shall be informed of any variations from the dimensions andconditions shown on the drawing. Shop drawings shall be submitted to IBI Groupfor general conformance before proceeding with fabrication.is a member of the IBI Group of companiesIBI GROUP ARCHITECTS, ENGINEERS, & LANDSCAPE ARCHITECTSKEYPLANCHECKED BY:DRAWN BY:SCALE CHECK CONSULTANTSSEAL10mm1 in CLIENT PROJECT NO:ITHACA, NEW YORK 148502019-09-05STUDENT AND CAMPUSLIFEPRIME CONSULTANT41 Chenango Street,Binghamton, NY 13901-1956, USAtel 607 772 0007 fax 607 723 4121IBI GROUPibigroup.comHIGH RISE 5505 Franklin Street,Buffalo, NY 14202, USA303 W 13th Street,New York, NY 10014, USAtel 716 883 5566 fax 716 883 5569Architectural Resourcesarchres.comLEVEL 2 AND LEVEL 2AOVERALL PLANHR5-A102 11/8" = 1' - 0"LEVEL 2 OVERALL PLAN1PLANNORTH1/8" = 1' - 0"LEVEL 2A OVERALL PLAN2PLANNORTHA3013WWBCCBCCDWAS NOTEDA1072A1072A1072A1072
53335332 533153345300TB5300CG5341 53425343534453055300TD5300CE53065351535253535300CA53635362 536153645300CC5300TC5300TA535453045300CF5350 5304AUPDNUPDNUPDN53245323532253215300CK5300TF53115312531353145300CH5300TEUPDNUPDATE:ISSUESHEET TITLEPROJECT121539HIGH RISE 5 UPGRADES-ELEVATOR REPLACEMENTISSUEISSUANCEDATESCALE:APPROVED BY:PROJECT MGR:IBI PROJECT NO:SHEET NUMBER6 JESSUP ROAD, ITHACA, NEW YORK 14850BUILDING:CLIENTCOPYRIGHTISSUESCORNELLUNIVERSITYThis drawing has been prepared solely for the intended use, thus anyreproduction or distribution for any purpose other than authorized by IBI Group isforbidden. Written dimensions shall have precedence over scaled dimensions.Contractors shall verify and be responsible for all dimensions and conditions onthe job, and IBI Group shall be informed of any variations from the dimensions andconditions shown on the drawing. Shop drawings shall be submitted to IBI Groupfor general conformance before proceeding with fabrication.is a member of the IBI Group of companiesIBI GROUP ARCHITECTS, ENGINEERS, & LANDSCAPE ARCHITECTSKEYPLANCHECKED BY:DRAWN BY:SCALE CHECK CONSULTANTSSEAL10mm1 in CLIENT PROJECT NO:ITHACA, NEW YORK 148502019-09-05STUDENT AND CAMPUSLIFEPRIME CONSULTANT41 Chenango Street,Binghamton, NY 13901-1956, USAtel 607 772 0007 fax 607 723 4121IBI GROUPibigroup.comHIGH RISE 5505 Franklin Street,Buffalo, NY 14202, USA303 W 13th Street,New York, NY 10014, USAtel 716 883 5566 fax 716 883 5569Architectural Resourcesarchres.comLEVEL 3 AND LEVEL 3AOVERALL PLANHR5-A103 11/8" = 1' - 0"LEVEL 3 OVERALL PLAN1PLANNORTH1/8" = 1' - 0"LEVEL 3A OVERALL PLAN2PLANNORTHA3013WWBCCBCCDWAS NOTEDA1072A1072A1072A1072
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55335532 553155345500TB5500CG5541 55425543554455055500TD5500CE55065500CD5551555255535500CA55635562 556155645500CC5500TC5500TA555455045500CF5504AUPDNUPDNUPDN55245523552255215500CK5500TF55115512551355145500CH5500TEUPDNUPDATE:ISSUESHEET TITLEPROJECT121539HIGH RISE 5 UPGRADES-ELEVATOR REPLACEMENTISSUEISSUANCEDATESCALE:APPROVED BY:PROJECT MGR:IBI PROJECT NO:SHEET NUMBER6 JESSUP ROAD, ITHACA, NEW YORK 14850BUILDING:CLIENTCOPYRIGHTISSUESCORNELLUNIVERSITYThis drawing has been prepared solely for the intended use, thus anyreproduction or distribution for any purpose other than authorized by IBI Group isforbidden. Written dimensions shall have precedence over scaled dimensions.Contractors shall verify and be responsible for all dimensions and conditions onthe job, and IBI Group shall be informed of any variations from the dimensions andconditions shown on the drawing. Shop drawings shall be submitted to IBI Groupfor general conformance before proceeding with fabrication.is a member of the IBI Group of companiesIBI GROUP ARCHITECTS, ENGINEERS, & LANDSCAPE ARCHITECTSKEYPLANCHECKED BY:DRAWN BY:SCALE CHECK CONSULTANTSSEAL10mm1 in CLIENT PROJECT NO:ITHACA, NEW YORK 148502019-09-05STUDENT AND CAMPUSLIFEPRIME CONSULTANT41 Chenango Street,Binghamton, NY 13901-1956, USAtel 607 772 0007 fax 607 723 4121IBI GROUPibigroup.comHIGH RISE 5505 Franklin Street,Buffalo, NY 14202, USA303 W 13th Street,New York, NY 10014, USAtel 716 883 5566 fax 716 883 5569Architectural Resourcesarchres.comLEVEL 5 AND LEVEL 5AOVERALL PLANHR5-A105 11/8" = 1' - 0"LEVEL 5 OVERALL PLAN1PLANNORTH1/8" = 1' - 0"LEVEL 5A OVERALL PLAN2PLANNORTHA3013WWBCCBCCDWAS NOTEDA1072A1072A1072A1072
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56POU56POCOPENTOABOVEROOFROOFDNDNUPBASEMENT LEVEL + 4'-6"GROUND LEVEL + 9'-1"LEVEL 1 + 18'-9"LEVEL 2-A+ 27'-10"LEVEL 2+ 36'-11"LEVEL 3+ 46'-0"LEVEL 4-A+ 55'-2"LEVEL 4+ 64'-3"LEVEL 5+ 73'-4"LEVEL 6-A+ 82'-6"LEVEL 6+ 91'-6"PENTHOUSE+ 100'-7"GROUND LEVEL + 9'-2"LEVEL 1-A+ 18'-9"LEVEL 1+ 27'-10"LEVEL 2+ 36'-11"LEVEL 3-A+ 46'-0"LEVEL 3+ 55'-2"LEVEL 4+ 64'-3"LEVEL 5-A+ 73'-4"LEVEL 5+ 82'-5"LEVEL 6+ 91'-6"PENTHOUSE+ 100'-7"BASEMENT LEVEL + 0'-0"LEVEL2LEVEL1GROUNDLEVELBASEMENTLEVELGROUNDLEVELLEVEL1LEVEL2LEVEL3LEVEL3LEVEL4LEVEL4LEVEL5LEVEL5LEVEL6LEVEL6LEVEL6-APENTHOUSEPENTHOUSELEVEL4-ALEVEL2-ALEVEL1-ALEVEL3-ALEVEL5-ASTAIR TOWER ASTAIR TOWER CSECTION TO BE USED FOR WAYFINDING PURPOSES, SEE DEMOLITION AND RENOVATION SECTIONS FOR MORE INFORMATIONDATE:ISSUESHEET TITLEPROJECT121539HIGH RISE 5 UPGRADES-ELEVATOR REPLACEMENTISSUEISSUANCEDATESCALE:APPROVED BY:PROJECT MGR:IBI PROJECT NO:SHEET NUMBER6 JESSUP ROAD, ITHACA, NEW YORK 14850BUILDING:CLIENTCOPYRIGHTISSUESCORNELLUNIVERSITYThis drawing has been prepared solely for the intended use, thus anyreproduction or distribution for any purpose other than authorized by IBI Group isforbidden. Written dimensions shall have precedence over scaled dimensions.Contractors shall verify and be responsible for all dimensions and conditions onthe job, and IBI Group shall be informed of any variations from the dimensions andconditions shown on the drawing. Shop drawings shall be submitted to IBI Groupfor general conformance before proceeding with fabrication.is a member of the IBI Group of companiesIBI GROUP ARCHITECTS, ENGINEERS, & LANDSCAPE ARCHITECTSKEYPLANCHECKED BY:DRAWN BY:SCALE CHECK CONSULTANTSSEAL10mm1 in CLIENT PROJECT NO:ITHACA, NEW YORK 148502019-09-05STUDENT AND CAMPUSLIFEPRIME CONSULTANT41 Chenango Street,Binghamton, NY 13901-1956, USAtel 607 772 0007 fax 607 723 4121IBI GROUPibigroup.comHIGH RISE 5505 Franklin Street,Buffalo, NY 14202, USA303 W 13th Street,New York, NY 10014, USAtel 716 883 5566 fax 716 883 5569Architectural Resourcesarchres.comPENTHOUSE OVERALL PLANAND BUILDING SECTIONHR5-A107 1WWBCCBCCDW1/8" = 1' - 0"PENTHOUSE LEVEL OVERALL PLAN1PLANNORTH3A3011/8" = 1' - 0"BUILDING SECTION2WWBCCBCCDWAS NOTEDELEVATOR DOORSELEVATOR SHAFTELEVATOR PITACCESS LADDER AND PLATFORMA1072A1072
8"12'-6"8"24'-0"8"8"EQ.5'-4"5'-4"12'-2"2"2"EQ.2'-0"5'-1"14"2'-0"7"42"
21"
3"3"4"7'-9"42"3"EQ.EQ.EQ.EQ.4"
42"
EQ.EQ.4"16"11"2'-0"BASEMENT LEVEL - 9'-1"GROUND LEVEL + 0'-0"ELEV. PIT - 16'-7"20"1'-0"8"
1'-0"8"48"
48"
9'-7"
4"
42"
48"7"2'-0"
8"8"1'-6"4"3"2"312"112"7"112"112"4"112"112"3"4"3"10"DATE:ISSUESHEET TITLEPROJECT121539HIGH RISE 5 UPGRADES-ELEVATOR REPLACEMENTISSUEISSUANCEDATESCALE:APPROVED BY:PROJECT MGR:IBI PROJECT NO:SHEET NUMBER6 JESSUP ROAD, ITHACA, NEW YORK 14850BUILDING:CLIENTCOPYRIGHTISSUESCORNELLUNIVERSITYThis drawing has been prepared solely for the intended use, thus anyreproduction or distribution for any purpose other than authorized by IBI Group isforbidden. Written dimensions shall have precedence over scaled dimensions.Contractors shall verify and be responsible for all dimensions and conditions onthe job, and IBI Group shall be informed of any variations from the dimensions andconditions shown on the drawing. Shop drawings shall be submitted to IBI Groupfor general conformance before proceeding with fabrication.is a member of the IBI Group of companiesIBI GROUP ARCHITECTS, ENGINEERS, & LANDSCAPE ARCHITECTSKEYPLANCHECKED BY:DRAWN BY:SCALE CHECK CONSULTANTSSEAL10mm1 in CLIENT PROJECT NO:ITHACA, NEW YORK 148502019-09-05STUDENT AND CAMPUSLIFEPRIME CONSULTANT41 Chenango Street,Binghamton, NY 13901-1956, USAtel 607 772 0007 fax 607 723 4121IBI GROUPibigroup.comHIGH RISE 5505 Franklin Street,Buffalo, NY 14202, USA303 W 13th Street,New York, NY 10014, USAtel 716 883 5566 fax 716 883 5569Architectural Resourcesarchres.comMECHANICAL ROOMRENOVATION, DEMOLITIONPLANS AND DETAILSHR5-A300 11/4" = 1' - 0"DEMOLITION PLAN1WWBCCBCCDWA30061/4" = 1' - 0"RENOVATION PLAN21/4" = 1' - 0"RENOVATION PLAN33/4" = 1' - 0"ROOF HATCH SECTION DETAIL6A30071 1/2" = 1'-0"SECTION DETAIL8A3008TYP.A30091 1/2" = 1'-0"RAIL SECTION DETAIL911A30010A300SEE TYPICAL LADDER NOTES ON #1 HR1-A301REMOVE EXISTINGSQUARE PIPE RAILINGPREP CONCRETE FORNEW WORK.EXISTING ELEVATORMECHANICAL PARTSTO BE REMOVED. SEEHR1-A301 FOR DETAILSNEW ELEVATOR LIFTASSEMBLY. SEEHR1-A301 FOR DETAILSSAWCUT, SHORE AND REMOVE5'-0" X 5'-0" OPENING IN EXISTING8" CONCRETE ROOF DECK TOALLOW NEW ROOF EQUIPMENTHATCH1/2" = 1'-0"GUARD RAIL ELEVATION10ABEXISTING ROOFDRAIN18" SLOPED TAPEREDINSULATION CRICKETS;FLASH UNDER EXISTINGSHEET METAL CAPEXISTING MASONRYPARAPET60" X 60" EQUIPMENTROOF HATCH WITHPRE MANUFACTUREDROOF CURBELEVATOR MACHINE ROOMELEVATOR MACHINE ROOMELEVATOR MACHINE ROOM ROOF(2)34" A325 THROUGH BOLTS(2) L4 X 4 X 38" CONNECTION ANGLES1/4HSS 8 X 4 X 38" STEEL BEAMSEPDMMEMBRANEFLASHINGROOF HATCHADD 2" RIGID BOARD INSULATIONIN ADHESIVE OVER EXISTINGINSULATION BOARDHSS 8 X 4 X 38" STEELBEAMHSS 3 X 3 X 14"BRACEHSS 4 X 4 X 14"STEEL COLUMNL3 X 3 X 14" CLIP ANGLESONE SIDE COLUMN WITH 12"EXPANSION BOLT INTOMASONRY AND WELDEDTO STEEL COLUMN; 2LOCATIONS SPACED12" X 7" X 10" STEEL BASE SHOP WELDEDTO COLUMN; SECURE TO EXISTING 8"CONCRETE SLAB WITH (3) 12" X 3"EXPANSION ANCHORS1/423/163/163/16212" STEEL CAP PLATE SHOP WELDEDEXISTING MASONRY WALLRE USE EXISTINGWOOD BLOCKING0.050" ALUMINUM WALL CAP3/4" = 1' - 0"ROOF HATCH SECTION DETAIL7L3 X 3 X 14" CLIP ANGLES WITH12" EXPANSION BOLTS TO SLABAND WELDED TO TUBE STEEL;3 LOCATIONS EVENLY SPACEDEXISTING RIGID BOARDROOF INSULATIONEXISTING COMPOSITE BRICKBONDING ADHESIVEREPLACE EXISTING SHEET METALWALL CAP AND INSTALL EPDMROOF MEMBRANE AND FLASHINGHSS 8 X 4 X 38" STRUCTURALTUBE BEAM; GROUT TIGHTTO UNDERSIDE OF DECK3/162SHORE AND SAWCUTEXISTING SLOPEDCONCRETEROOF DECKROOF HATCHCURBTAPERED ROOFINSULATION CRICKETL5 X 5 X 14"CONTINUOUSANGLESECURED TOSLAB WITH (2) 12"X 3" EXPANSIONBOLTSEXISTING 8"CONCRETESLAB14" STEEL STIFFENERPLATE1/81 12" O.D SCHEDULE40 STEEL PIPE RAILAND POSTS; PAINTEDL5 X 5 X 14" CONTINUOUS ANGLESECURED TO SLAB WITH (2) 12"X 3" EXPANSION BOLTS (TYP.)14" STEEL STIFFENERPLATE (TYP.)L5 X 5 X 14" CONTINUOUS ANGLESECURED TO SLAB WITH (2) 12"X 3" EXPANSION BOLTS (TYP.)14" STEEL STIFFENERPLATE (TYP.)1/2" = 1' - 0"RENOVATION PLAN43/4" = 1' - 0"PIT PLATFORM SECTION DETAIL5ELEVATOR PITAS NOTED3/163/16C8 X 11.5 FRAMED PLATFORMC8 X 11.5 FRAMED PLATFORM12" X 4 X 4 STEEL CAP PLATE12" X 4 X 4 STEEL CAP PLATE3/16L4 X 4 X 14" CONTINUOUS GRATINGSUPPORT ANGLES SECURED TOCONCRETE WALL WITH 12" X 3"EXPANSION BOLTS, 24" O.CEXISTING CONCRETESLAB ON GRADE3/1614" X 3 X 9 12" STEELBENT PLATE CONNECTORSECURED TO CONCRETEWALL WITH (1) 12" X 3"EXPANSION BOLTPIT LADDERSEE DETAIL#1 A301EXISTING 10"CONCRETE WALLEXISTING 8 34"MASONRY WALL1 12" O.D SCHEDULE 40 STEEL PIPEGUARDRAIL; TWO RAIL; SIDEMOUNTED TO STEEL FRAMEDPLATFORM4" X 14" STEELKICK PLATEBAR GRATINGPLATFORMPIT LADDERSEE DETAIL#1 A301HSS 4 X 4 X 14"STEEL COLUMN12" X 7 X 10" STEEL BASE PLATEWITH (3) 12" X 3" EXPANSION BOLTSSEE DETAIL #8 A300 FOR BASE PLATEDESIGNL3 X 3 X 14" CLIP ANGLESWITH (1) 12" X 3" EXPANSION BOLTSEXISTING 15" CONCRETESLABPIT LADDERSEE DETAIL#1 A301EXISTING PITELEVATION -16'-7"EXISTING PITELEVATION -16'-7"PLATFORMELEVATION -7'-1"PIT LADDERFROM BASEMENTFLOOR TO BOTTOMOF PITELEVATOR #1ELEVATOR #1 SERVES BASEMENTLEVEL TO LEVEL 6EXISTING WIDEFLANGE STEELBEAM AT EACHFLOOR LEVEL1 12" O.D STEELPIPE GUARDRAILELEVATOR #2 ABOVESERVES GROUNDLEVEL TO LEVEL 6PIT LADDERFROM PLATFORMTO BOTTOM OFPITHSS 4 X 4 X 14"STEEL COLUMNALL 4 SIDESPIT LADDERFROM GROUND LEVELTO PLATFORMPROVIDE INTUMESCENT PAINTON ALL NEW FRAMINGSUPPORTING THE ROOF ATTHE EQUIPMENT ROOF HATCH.COORDINATE WITH CODEINFORMATIONFOR REQUIRED RATING.EPDM SINGLE PLY ROOFINGMEMBRANEA30011ROOF MEMBRANE +2" RIGIDINSUALTIONSHEET METALWALL CAPBASE PLATEMEMBRANE FLASHINGEPDM SINGLE PLY MEMBRANE;FULLY ADHERED12" GLASS MAT RECOVERYBOARDADD 2" RIGID ROOF INSULATIONFULLY ADHERED TO EXISTINGBOARDEXISTING RIGID ROOFINSULATION TO REMAINREMOVE EXISTING DRAINCOVER, LAP MEMBRANE INTODRAIN, AND RESET COVEREXISTING CONCRETE DECK
A. SEE MECHANICAL, ELECTRICAL AND PLUMBING DRAWINGS FOR ADDITIONAL SCOPE.B. ELEVATOR FIXTURE DETAILS ARE SCHEMATIC AND ARE INTENDED TO DEFINE THE GENERAL DESIGN INTENT AND FUNCTIONS OF THE ELEVATOR SYSTEM. ACTUAL SIZE AND LAYOUT OF ALL FIXTURES SHALL BE VERIFIED WITH THE APPROVED MANUFACTURER AND EXISTING FIELD CONDITIONS. ALL FIXTURES SHALL BE APPROVED BY ARCHITECT PRIOR TO ORDERING AND INSTALLATION. ALL VERBIAGE SHALL BE ENGRAVED IN THE FACEPLATE OF EACH RESPECTIVE FIXTURE UNLESS OTHERWISE NOTED.C. ALL FIXTURES SHALL USE VANDAL RESISTANT FASTENERS UNLESS OTHERWISE NOTED.D. ELEVATOR CONTRACTOR SHALL PROVIDE FULL HEIGHT ACCESS TO RESTRICTED ELEVATOR SPACES AND OPERATION OF THE ELEVATOR CAR TOP FOR ALL RELATED TRADES AS REQUIRED TO PERFORM THEIR RESPECTIVE WORK. REFER TO INDIVIDUAL TRADES DRAWINGS FOR COORDINATION.ELEVATOR#2ELEVATOR#1CLEAR HOISTWAY15' - 0" V.I.F.CLEAR HOISTWAY7' - 6" V.I.F.23232323HOISTWAY SEPARATION BEAM ABOVE22222222242421252726202020201111HR5-A3015ELEVATORLOBBYG-01STORAGEG-15HALLG-03STAIR 4ELEVATOR#2ELEVATOR#1UPUP4140112127272626HR5-A3016ELEVATOR#2ELEVATOR#1ELEVATORLOBBYG-9LOBBYG-29STAIR #5HALLG-20UPUP40303130314027HR5-A3024TYP.3232HR5-A3019ELEVATOR#2ELEVATOR#1UPDNELEVATORLOBBYG-101LOUNGEG-102STAIR #6STAIR #740401010131313131212HR5-A3024TYP.14ELEVATORMACHINEROOMG-4833442255LINE OF HOISTWAY BELOW116DN60606177V.I.F.9' - 2"EXISTNG CMU WALLEXISTNG RUBBER BASEELEVATOR #1EXISTNG DUCT WORK5255404242414444EXISTNG BRICK WALLELEVATOR #1 ELEVATOR #2V.I.F.12' - 0"4' - 0"EXISTNG TILE BASEEXISTING BENCH40404242424243434343515152504444EXISTNG BRICK WALLELEVATOR #1 ELEVATOR #2V.I.F.8' - 0"555552404042424242565644442 1/2" X 1/2" BENT PLATE BRACKETS. PAINT. SECURE TO STEEL WITH 5/8" BOLTS, DOUBLE NUTTEDELEVATOR PIT ACCESS LADDERLINE OF PIT FLOORELEVATOR SILLEXISTING PIT SEPARATION BEAMTYP.3' - 0" MAX.TYP.1' - 0" MAX.3" x 1/2" FLAT STOCK STEEL, PAINTELEVATOR DOOR AND FRAMEFINISHED FLOOR3/4" DIA. SOLID STEEL RUNG THRU SIDEBARS AND WELD ALL AROUND, PAINT WITH NON-SLIP SURFACES AT TOP OF RUNG, TYP.LINE OF PIT WALL2 1/2" X 1/2" BENT PLATE BRACKETS - PAINTMIN.4' - 0"8" MAX.4 x 4 x 1/2 x 4" LONG, BENT PLATE BRACKET - SECURE WITH 5/8" BOLTS, DOUBLE NUTTEDMAX.8"MIN.1' - 4"PROVIDE PIT STOP SWITCH 47" A.F.F.1' - 6" A.F.F.PIT STOP SWITCHFASCIA - TYPICALPIT DEPTH7' - 4" V.I.F.COORDINATE LOCATION OF LIGHT SWITCH WITH ELECTRICAL DRAWINGSNOTE:1. PIT LADDER SHALL BE LOCATED ON THE SAME SIDE AND WITHIN 39" OF THE HOISTWAY UNLOCKING DEVICE.41 Chenango Street,Binghamton, NY 13901-1956, USAtel 607 772 0007 fax 607 723 4121IBI GROUPibigroup.comis a member of the IBI Group of companiesIBI GROUP ARCHITECTS, ENGINEERS, & LANDSCAPE ARCHITECTS121539HIGH RISE 5 UPGRADES -ELEVATOR REPLACEMENT6 JESSUP ROAD, ITHACA, NEW YORK 14850CORNELLUNIVERSITYITHACA, NEW YORK 148502019-09-05AS NOTEDCMVMCS MCSMCSSTUDENT AND CAMPUSLIFEHIGH RISE 5--ADESIGN DEVELOPMENT SET2019-06-01DATE:ISSUESHEET TITLEPROJECTSCALE:APPROVED BY:PROJECT MGR:IBI PROJECT NO:SHEET NUMBERBUILDING:CLIENTCOPYRIGHTISSUESThis drawing has been prepared solely for the intended use, thus anyreproduction or distribution for any purpose other than authorized by IBI Group isforbidden. Written dimensions shall have precedence over scaled dimensions.Contractors shall verify and be responsible for all dimensions and conditions onthe job, and IBI Group shall be informed of any variations from the dimensions andconditions shown on the drawing. Shop drawings shall be submitted to IBI Groupfor general conformance before proceeding with fabrication.KEYPLANCHECKED BY:DRAWN BY:SCALE CHECKCONSULTANTSSEAL10mm1 inCLIENT PROJECT NO:PRIME CONSULTANTISSUE ISSUANCEDATEAHR5-A301ELEVATOR RENOVATION PLANS,ELEVATIONS, AND DETAILSGeneral Notes1/4" = 1'-0"2Elevator Pit Plan1/4" = 1'-0"4Basement Level Plan1/4" = 1'-0"8Ground Level Plan1/4" = 1'-0"3Typical Level Plan (1st - 6th)1/4" = 1'-0"7Penthouse Level Plan1/4" = 1'-0"5Basement Elevation1/4" = 1'-0"6Ground Floor Elevation1/4" = 1'-0"9Typical Elevation (1st - 6th)Drawing Notes1 REMOVE EXISTING ELEVATOR EQUIPMENT NO LONGER UTILIZED AS PART OFTHE MODERNIZATION IN ITS ENTIRETY INCLUDING BUT NOT LIMITED TOELECTRICAL CONDUITS, WIRE-WAYS, CONTROL WIRING & EQUIPMENT -PATCH/FIRESTOP PENETRATIONS IN FLOORS & WALLS LEFT BY REMOVALS TOMAINTAIN FIRE RATINGS & MATCH EXISTING ADJACENT SURFACE FINISHES2 REMOVE EXISTING GEARED HOISTING EQUIPMENT - COORDINATE & PREPAREBRAKE SHOES FOR REMOVAL BY ABATEMENT CONTRACTOR - PROVIDEGEARLESS ELEVATOR HOISTING MACHINE & ASSOCIATED EQUIPMENTINCLUDING EMERGENCY BRAKE, DEFLECTOR SHEAVE, AND BLOCKING BEAMS3 REMOVE EXISTING ELEVATOR CONTROLLER - COORDINATE & PREPARECONTROLLER FOR REMOVAL BY ABATEMENT CONTRACTOR - PROVIDEELEVATOR CONTROL SYSTEM4 PROVIDE ISOLATION DRIVE TRANSFORMER INCLUDING WIRING AND CONDUIT TOELEVATOR CONTROLLER5 REMOVE EXISTING GOVERNOR IN ITS ENTIRETY - PROVIDE GOVERNOR &ASSOCIATED EQUIPMENT6 HANDRAIL TO BE REMOVED & REPLACED BY CONSTRUCTION CONTRACTOR -COORDINATE EQUIPMENT ACCESS AS REQUIRED7 COORDINATE WORK AFFECTING THE MACHINE ROOM FLOOR WITH ABATEMENTCONTRACTOR10 EXISTING ELEVATOR LANDING SILL TO REMAIN - TYPICAL AT EACH LEVEL11 EXISTING ELEVATOR SEPARATION BEAM TO REMAIN - TYPICAL AT EACH LEVEL12 REBUILD EXISTING COUNTERWEIGHT ASSEMBLY AS SPECIFIED13 REMOVE EXISTING TRAVELING CABLE - PROVIDE TRAVELING CABLE14 PROVIDE HOISTWAY SCREENING FULL HEIGHT OF HOISTWAY20 REMOVE EXISTING PIT EQUIPMENT SPECIFIED TO BE REPLACED - PROVIDE PITEQUIPMENT21 REMOVE EXISTING STOP SWITCH - PROVIDE STOP SWITCH ADJACENT TO PITLADDER22 REMOVE EXISTING CAR AND COUNTERWEIGHT BUFFERS - PROVIDE CAR ANDCOUNTERWEIGHT BUFFERS23 RETAIN EXISTING CAR AND COUNTERWEIGHT GUIDE RAILS - TYPICAL24 PROVIDE WALL HUNG PORTABLE EQUIPMENT ACCESS LADDER25 REMOVE EXISTING PIT LADDER AND ASSOCIATED HARDWARE - PROVIDE PITLADDER - REFER TO SHEET HR5-A301 FOR PIT LADDER DETAIL26 PIT LADDER AND PLATFORM PROVIDED BY CONSTRUCTION CONTRACTOR -REFER TO CONSTRUCTION DRAWINGS27 PROVIDE PIT STOP SWITCH ADJACENT TO PIT LADDER30 REMOVE EXISTING ELEVATOR CAR IN ITS ENTIRETY - ELEVATOR PLATFORM TOREMAIN - PROVIDE ELEVATOR CAR AND TOE GUARD - REFER TO SHEETHR5-A302 FOR INTERIOR CAR ELEVATIONS31 REMOVE EXISTING CAR TOP GUARD IN ITS ENTIRETY - PROVIDE CAR TOPGUARD32 REMOVE EXISTING ELEVATOR CAR DOORS & ASSOCIATED HARDWARE -COORDINATE & PREPARE DOORS FOR REMOVAL BY ABATEMENT CONTRACTOR -PROVIDE CAR DOORS & ASSOCIATED HARDWARE40 PREPARE EXISTING HOISTWAY DOOR PANELS FOR REMOVAL - DOOR PANELSTO BE REMOVED AND DISPOSED OF BY ABATEMENT CONTRACTOR - PROVIDEHOISTWAY DOORS AND ASSOCIATED HARDWARE41 RETAIN EXISTING HOISTWAY DOOR FRAMES - PREPARE, PRIME, AND PAINT42 PROVIDE BRAILLE SIGNAGE - TYPICAL EACH SIDE OF ENTRANCE JAMB43 PROVIDE ELEVATOR IDENTIFICATION SIGNAGE - TYPICAL EACH SIDE OFENTRANCE JAMB - REFER TO SHEET HR5-A301 FOR ELEVATOR IDENTIFICATIONSIGNAGE44 REMOVE EXISTING WALL SIGNAGE IN ITS ENTIRETY & TURN OVER TO OWNER50 SAW CUT AND REMOVE BRICK FOR INSTALLATION OF NEW ELEVATOREMERGENCY FIXTURE - SAFEGUARD BRICK FOR POTENTIAL USE IF NEEDED FORINFILL AT LOBBY LEVEL - PROVIDE ELEVATOR EMERGENCY FIXTURE - REFER TOSHEET HR5-A302 FOR ELEVATOR EMERGENCY FIXTURE51 REMOVE EXISTING POSITION INDICATOR IN ITS ENTIRETY - PROVIDE ELEVATORPOSITION INDICATOR FIXTURE - REFER TO SHEET HR5-A302 FOR POSITIONINDICATOR FIXTURE52 REMOVE EXISTING FLUSH MOUNTED HALL FIXTURE IN ITS ENTIRETY - PROVIDEHALL CALL FIXTURE - CUT AND TOOTH-IN BRICK AS REQUIRED FOR BACKBOXINSTALLATION - REFER TO SHEET HR5-A302 FOR HALL CALL FIXTURE55 SAW CUT AND REMOVE BRICK FOR INSTALLATION OF HOISTWAY ACCESSFIXTURE AT TERMINAL LANDINGS - SAFEGUARD BRICK FOR POTENTIAL USE IFNEEDED FOR INFILL - PROVIDE HOISTWAY ACCESS FIXTURE AT TERMINALLANDINGS - REFER TO SHEET HR5-A302 FOR HOISTWAY ACCESS FIXTURE56 SAW CUT AND REMOVE BRICK FOR INSTALLATION OF POSITION INDICATORFIXTURE - SAFEGUARD BRICK FOR POTENTIAL USE IF NEEDED FOR INFILL -PROVIDE POSITION INDICATOR FIXTURE - REFER TO SHEET HR5-A302 FORPOSITION INDICATOR FIXTURE60 APPROXIMATE LOCATION OF ELECTRICAL EQUIPMENT - REFER TO ELECTRICALDRAWINGS61 APPROXIMATE LOCATION OF TERMINAL STRIP JUNCTION BOX - REFER TO SHEETHR5-A302 FOR ELEVATOR ONE-LINE DIAGRAM3/4" = 1'-0"1Pit Ladder Detail###
INSIDE PANELFRONT COVERNOTE:1. ALL CHARACTERS SHALL BE ENGRAVED IN STAINLESS STEEL.2. COORDINATE PANEL DEPTH WITH EQUIPMENT INSIDE & WALL CAVITY.PANEL SECTION24"18"16"22"KEYED LOCKFULL HEIGHT HINGEPROVIDE STAINLESS STEEL LOBBY PANELELEVATOR EMERGENCY PANELELEVATORS ARE ON STANDBY POWER WHEN LITCOMMUNICATION/ STAINLESS STEEL PANELEXISTING BRICK WALL CONSTRUCTIONPERIMETER SUPPORTING BRACKETSOVERSIZED PANEL FRAME TO COVER WALL OPENINGSV.I.F.8 3/4"ELECTRICAL CONDUIT - SEAL PENETRATION TO MAINTAIN RATINGFIRE SERVICE INDICATORCAR 1DOORS OPENELEVATOREMERGENCYPOWERDOORS OPENELEVATOREMERGENCYPOWERCAR2ELEVATOR EMERGENCY POWER INDICATOR - TYPICAL OF (2)DOOR OPEN INDICATOR -TYPICAL OF (2)TWO-WAY VOICE COMMUNICATION SYSTEM WITH INSTRUCTION SIGNAGEELEVATOR EMERGENCY POWER KEYSWITCHFLUSH MOUNTED FIXTURE - FACEPLATE TO COVER ALL VOIDS - SS12' - 8" MAX.REAR WALLSIDE WALL (TYPICAL)FRONT WALLCAR DOORS -SS3CAR OPERATING PANEL - REFER TO CAR OPERATING FIXTUREHANDRAIL - SS1BASE - SS14"PANELS - TYPICAL -SS3RETURN PANEL - SS1TRANSOM - SS1BUMPER - SS11' - 0" 6"SHELL HEIGHT8' - 2"CEILING HEIGHT7' - 6"5' - 9 1/2"EQ EQ5' - 2 1/2"5' - 9 1/2"EQEQEQEQEQ16" MAX.4"CEILING SYSTEM5' - 9 1/2"5' - 2 1/2"CEILINGEQ16" MAX.EQEQEQTYP.1/2"CEILING SYSTEMLED DOWN LIGHTING FIXTURES - TYPICALTYP.3/4"FLOORING AS SPECIFIEDCAR PAD STUDSCAR PADSIN-CAR DIRECTION INDICATOR - REFER TO IN-CAR DIRECTION INDICATOR FIXTURE -TYPICAL EACH SIDE JAMBLED ILLUMINATED DIRECTION ARROWSFASTENERS - TYPICALBACKBOXLED INDICATORV.I.F.3 1/2"V.I.F.2' - 0"FLUSH MOUNTED FIXTURE - FACEPLATE TO COVER ALL VOIDS - SS1LED ILLUMINATED DIRECTION ARROWSFASTENERS - TYPICAL1' - 0"3 1/2"BACKBOXFLUSH MOUNTED FIXTURE - FACEPLATE TO COVER ALL VOIDS - SS1INTERMEDIATE LANDINGENGRAVED CUSTOM PICTOGRAPHV.I.F.2' - 2"V.I.F.5 1/4"FASTENERS -TYPICALUse Exit StairsIn Case Of FireElevators Are Out Of ServiceTERMINAL LANDING(6TH FLOOR)42" A.F.F.42" A.F.F.ELEVATOR CONTROLPUSH BUTTONBACKBOX V.I.F.2' - 2"V.I.F.5 1/4"FASTENERS -TYPICALUse Exit StairsIn Case Of FireElevators Are Out Of ServiceELEVATOR CONTROLPUSH BUTTONDNUPDNENGRAVED CUSTOM PICTOGRAPHBACKBOX FIREFIGHTER'S OPERATION KEY SWITCH (POSITIONS: "ON", "OFF", "BYPASS") AND VISUAL SIGNAL - GROUND FLOOR ONLYCOMMUNICATION FAILURE LIGHT, SPEAKER, AND RESET SWITCH - GROUND FLOOR ONLYELEVATORCOMMUNICATION FAILUREFIREFIGHTERS' OPERATIONTO RECALL ELEVATORSINSERT FIRE KEY AND TURN TO "ON"TERMINAL LANDING(BASEMENT)V.I.F.5 1/4"V.I.F.2' - 2"ENGRAVED PICTOGRAPHSURFACE MOUNTED FIXTURE - SS1 Use Exit StairsIn Case Of FireElevators Are Out Of ServiceFASTENERS - TYPICALELEVATOR CONTROLPUSH BUTTON42" A.F.F.CAR POSITION INDICATORUPFLUSH MOUNTED FIXTURE - FACEPLATE TO COVER ALL VOIDS - SS1FLUSH MOUNTED FIXTURE - FACEPLATE TO COVER ALL VOIDS - SS1CONTROL BUTTON IDENTIFICATION -TYPICALCONTROL BUTTON IDENTIFICATION -TYPICALCONTROL BUTTON IDENTIFICATION -TYPICALALARM35" A.F.F.MINIMUMFIREFIGHTERSOPERATIONDIGITAL CAR POSITION INDICATORWITH DIRECTIONAL ARROWSTELEPHONE SPEAKERCKEY LOCKFIREFIGHTERS OPERATIONCABINET L4' - 6"10 1/2"CONTROL BUTTONS -COORDINATE WITH NUMBER OF LANDINGSCapacityCar No.PUSH TOHELPCALLFASTENERS -TYPICALSERVICE CABINETLOCKABLE SERVICE CABINET - REFER TO SPECIFICATIONS FOR ELEVATOR SPECIFIC FUNCTIONSMICROPHONEFIRE SERVICE INDICATOR1CONTROL BUTTONS BRAILLE TAGS FOR LANDINGS BELOW THE MAIN ENTRY FLOOR SHALL INDICATE -1, -2, -3 ETC... AS REQUIRED BY CODECONTROL BUTTON IDENTIFICATION - TYPICALFLUSH MOUNTED FIXTURE - FACEPLATE TO COVER ALL VOIDS - SS1DOORCLOSEDOOROPEN2345LGBEMERGENCY OPERATION BUTTONDOOR OPEN AND DOOR CLOSE BUTTONSEMERGENCY COMMUNICATION BUTTON72" A.F.F.ELEVATOR HOISTWAY ACCESS KEYSWITCHBACKBOXV.I.F.3 1/4"V.I.F.6"FASTENERS - TYPICALFLUSH MOUNTED FIXTURE -FACEPLATE TO COVER ALL VOIDS - SS11BACKGROUND - SS2FASTENERS - TYPICALPOWDER EPOXY BLACK CHARACTER, ETCHED INTO STAINLESS STEEL, SANS-SERIF GOTHIC (HELVETICA SEMI-BOLD)5"5"ELEVATOREXISTING ELEVATOR SILLHOISTWAY DOOR PANELPROVIDE 3/4" x 1 1/2" STEEL BAR STOCK INFILL AT HEAD AND JAMBS - REPLACE/SHIM AS REQUIRED - PREPARE AND PAINT3M FIRE BARRIER SEALANT CAULK, OR EQUALEXISTING EXPOSED BRICK ELEVATOR ENTRANCEHOISTWAY3/8" MAX.LINE OF NEW STEEL BAR STOCK INFILL AT HEADPAINTABLE CAULK ON EXPOSED SIDE - PREPARE & PAINTMDCMONE-LINE DIAGRAM LEGENDATS: AUTOMATIC TRANSFER SWITCH SIGNAL CONNECTIONC: ELEVATOR CONTROLLERCD: CAB LIGHT DISCONNECTING MEANSFA: FIRE ALARM MODULES CONNECTIONM: ELEVATOR MOTORMD: ELEVATOR MAINLINE DISCONNECTING MEANSTC: EMERGENCY TELE-COMMUNICATIONT: ISOLATION TRANSFORMERATSTCFATO SUPPLY-TYPICALCDEQUIPMENT TO BE PROVIDED BY THE ELECTRICAL CONTRACTOREQUIPMENT TO BE PROVIDED BY THE ELEVATOR CONTRACTORT41 Chenango Street,Binghamton, NY 13901-1956, USAtel 607 772 0007 fax 607 723 4121IBI GROUPibigroup.comis a member of the IBI Group of companiesIBI GROUP ARCHITECTS, ENGINEERS, & LANDSCAPE ARCHITECTS121539HIGH RISE 5 UPGRADES -ELEVATOR REPLACEMENT6 JESSUP ROAD, ITHACA, NEW YORK 14850CORNELLUNIVERSITYITHACA, NEW YORK 148502019-09-05AS NOTEDCMVMCS MCSMCSSTUDENT AND CAMPUSLIFEHIGH RISE 5--ADESIGN DEVELOPMENT SET2019-06-01DATE:ISSUESHEET TITLEPROJECTSCALE:APPROVED BY:PROJECT MGR:IBI PROJECT NO:SHEET NUMBERBUILDING:CLIENTCOPYRIGHTISSUESThis drawing has been prepared solely for the intended use, thus anyreproduction or distribution for any purpose other than authorized by IBI Group isforbidden. Written dimensions shall have precedence over scaled dimensions.Contractors shall verify and be responsible for all dimensions and conditions onthe job, and IBI Group shall be informed of any variations from the dimensions andconditions shown on the drawing. Shop drawings shall be submitted to IBI Groupfor general conformance before proceeding with fabrication.KEYPLANCHECKED BY:DRAWN BY:SCALE CHECKCONSULTANTSSEAL10mm1 inCLIENT PROJECT NO:PRIME CONSULTANTISSUE ISSUANCEDATEAHR5-A302ELEVATOR DETAILS1 1/2" = 1'-0"7Elevator Emergency Fixture1/2" = 1'-0"2Interior Cab Elevations3" = 1'-0"9Position Indicator Fixture3" = 1'-0"8In-Car Direction Indicator Fixture3" = 1'-0"3Hall Call Fixtures3" = 1'-0"1Car Operating FixtureNOTE:1. * INDICATES THE DESIGNATED RECALL LANDING2. ** INDICATES ALTERNATE RECALL LANDING2 (NORTH)OVERHEAD GEARLESSTRACTIONPASSENGER 2500 350 X* X**XXXXX 16' - 6" 82' - 6"1 (SOUTH)OVERHEAD GEARLESSTRACTIONPASSENGER 2500 350 X X* X**XXXXX 7' - 4" 91' - 7"BG13345LELEVATOR MACHINE TYPECAPACITY(LBS)SPEED(FPM)LANDINGSPIT DEPTH(V.I.F.)TOTALTRAVEL...ELEVATOR SCHEDULENOTE:1. REFER TO FIXTURE AND CAR ELEATION DETAILS FOR FINISH LOCATIONS.SS3 STAINLESS STEEL 5WL TEXTURED PATTERNSS2 STAINLESS STEEL #4 SATIN FINISHSS1 STAINLESS STEEL TYPE 304 #4 SATIN FINISHDESIGNATION MATERIAL DESCRIPTION COMMENTSELEVATOR FINISH SCHEDULE3" = 1'-0"6Hoistway Access Fixture3" = 1'-0"10Elevator Identification Signage3" = 1'-0"4Entrance Jamb Detail1/4" = 1'-0"5Elevator One-Line Diagram
GENERAL DEMOLITION NOTES
STANDARD MOUNTING HEIGHTS
UNLESS OTHERWISE NOTED, MOUNT DEVICES AND EQUIPMENT AT HEIGHTS MEASURED
FROM FINISHED FLOOR TO DEVICE/EQUIPMENT CENTERLINE AS LISTED BELOW
COORDINATE DEVICE LOCATIONS WITH ARCHITECTURAL ELEVATIONS PRIOR TO ROUGH-IN.
WHERE STRUCTURAL OR OTHER INTERFERENCES PREVENT COMPLIANCE WITH MOUNTING
HEIGHTS LISTED BELOW, CONSULT OWNERS REPRESENTATIVE FOR APPROVAL TO CHANGE
LOCATION BEFORE INSTALLATION.
TOGGLE SWITCHES 48"
RECEPTALCE OUTLETS 18"
RECEPTACLE OUTLETS ABOVE HOT WATER OR
STEAM BASEBOARD HEATERS 30"
RECEPTACLE OUTLETS, HAZARDOUS LOCATIONS 48"
RECEPTACLE OUTLETS, WEATHER PROOF, ABOVE GRADE 24"
CLOCK, CLOCK OUTLETS 90"
TELECOMMUNICATIONS OUTLETS 18"
TELEPHONE OUTLETS, WALL MOUNTED 48"
TELEVISION OUTLETS 18"
FIRE ALARM PULL STATIONS 48"
FIRE ALARM AUDIO/VISUAL WALL MOUNTED
NOTIFICATION DEVICES 80"
BRANCH CIRCUIT PANELBOARDS, TO THE TOP OF
THE BACK BOX 72"
DISTRIBUTION PANELBOARDS, TO THE TOP OF THE
BACK BOX 72"
TERMINAL CABINETS, CONTROL CABINETS, TO THE
TOP OF THE BACK BOX 72"
DISCONNECT SWITCHED, MOTOR STARTERS,
ENCLOSED CIRCUIT BREAKERS 48"
GENERAL INSTALLATION NOTES
GENERAL POWER DISTRIBUTION NOTES
GENERAL LIGHTING NOTES
GENERAL TELECOMMUNICATIONS NOTES
STANDARD MOUNTING HEIGHTS
PANELBOARD SCHEDULE - EM-MR1
LOCATION - ELEVATOR MACHINE RM
RATING (AMPS) - 60A
KAIC - 22K
SOURCE - EMPD-1
VOLTAGE - 208/120V
MOUNTING - SURFACE
PHASE/WIRE - 3 PHASE, 4 WIRE
NEMA RATING - 1
1.0 10+1/2 0.65 0.75
SE RATED
HINGED TRIM
COMPUTER GRADE
200% NEUTRAL
FEED-THRU LUGS
SUB-FEED LUGS
SUB-FEED BREAKER
ISOLATED GND BUS
CKT DESCRIPTION BREAKER
LTG RECEP EQUIP HVAC LTGRECEPEQUIPHVAC
DESCRIPTIONBREAKER CKT
KVA LOAD
LEFT SIDE SUB-TOTAL
RIGHT SIDE SUB-TOTAL
CONNECTED SUB-TOTAL
DEMAND FACTOR
SUB-TOTAL
TOTAL KVA
TOTAL AMPS
1
3
5
7
9
11
13
15
17
2
4
6
8
10
12
14
16
18
DESIGN MAKE - (GE) - A-SERIES
GFI RECEPTACLES
ELEVATOR MACHINE RM LIGHTS
ELEVATOR LIGHTS
ELEVATOR CONTROLS
HEAT PUMP HP-1
CONDENSING UNIT ACCU-1
SPARE
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
SPARE
SPARE
SPARE
SPARE
SPARE
SPARE
SPARE
SPARE
SPARE
TELECOMMUNICATIONS
LIGHTING
POWER
DUPLEX RECEPTACLE
EMERGENCY RECEPTACLE
GROUND FAULT PROTECTIONGFI
EXISTING SURFACE MOUNT PANEL
LINE TYPES
REMOVAL
INSTALLATION
EXISTING TO REMAIN
PHONE LINE CONNECTION
1X4 SURFACE MOUNTED FIXTURE (CEILING)
FIRE ALARM
AUDIO/VISUAL NOTIFICATION DEVICEF
3-WAY LIGHT SWITCH3
LIGHT SWITCH
1X4 SURFACE MOUNTED FIXTURE (WALL)
FIRE ALARM PULL STATIONF
ENCLOSED CIRCUIT BREAKER
MOTORM
ELECTRICAL SYMBOL LIST
G EMERGENCY GENERATOR
J JUNCTION BOX
HEAT DETECTORH
SMOKE DETECTORS
DATE:
ISSUE
SHEET TITLE
PROJECT
121539
HIGH RISE 5 UPGRADES-
ELEVATOR REPLACEMENT
ISSUE ISSUANCE DATE
SCALE:
APPROVED BY:PROJECT MGR:
IBI PROJECT NO:
SHEET NUMBER
6 JESSUP ROAD, ITHACA, NEW YORK 14850
BUILDING:
CLIENT
COPYRIGHT
ISSUES
CORNELL
UNIVERSITY
This drawing has been prepared solely for the intended use, thus any
reproduction or distribution for any purpose other than authorized by IBI Group is
forbidden. Written dimensions shall have precedence over scaled dimensions.
Contractors shall verify and be responsible for all dimensions and conditions on
the job, and IBI Group shall be informed of any variations from the dimensions and
conditions shown on the drawing. Shop drawings shall be submitted to IBI Group
for general conformance before proceeding with fabrication.
is a member of the IBI Group of companies
IBI GROUP ARCHITECTS, ENGINEERS, & LANDSCAPE ARCHITECTS
KEYPLAN
CHECKED BY:DRAWN BY:SCALE CHECKCONSULTANTS
SEAL
10mm1 inCLIENT PROJECT NO:
ITHACA, NEW YORK 14850
2019-09-05
STUDENT AND CAMPUS
LIFE
PRIME CONSULTANT
41 Chenango Street,
Binghamton, NY 13901-1956, USA
tel 607 772 0007 fax 607 723 4121
IBI GROUP
ibigroup.com
HIGH RISE 5
505 Franklin Street,
Buffalo, NY 14202, USA
303 W 13th Street,
New York, NY 10014, USA
tel 716 883 5566 fax 716 883 5569
Architectural Resources
archres.com
ELECTRICAL GENERAL NOTES AND
SYMBOLS LIST
HR5-E000
AS NOTED
BCC DW
WTMMH
1
F
M
M
F
3
2
4
S 6 H
5600CD
5505
5500CD5400CB 5405
5105
5100CD5100JA
5205
5200CD
UP DN
5305
5B00JB
5B12E
5B12D
5B12
5B12C
5B12A 5B00CB5B00JC
5B00CA5B00UB
5B00UA
5B00UE
5B00UC5B00UD
UP
UP
DN
UP UP
G
115 KW
ATS
EMPD-1
EMPD-1 MDP
5
5G00L
DATE:
ISSUE
SHEET TITLE
PROJECT
121539
HIGH RISE 5 UPGRADES-
ELEVATOR REPLACEMENT
ISSUE ISSUANCE DATE
SCALE:
APPROVED BY:PROJECT MGR:
IBI PROJECT NO:
SHEET NUMBER
6 JESSUP ROAD, ITHACA, NEW YORK 14850
BUILDING:
CLIENT
COPYRIGHT
ISSUES
CORNELL
UNIVERSITY
This drawing has been prepared solely for the intended use, thus any
reproduction or distribution for any purpose other than authorized by IBI Group is
forbidden. Written dimensions shall have precedence over scaled dimensions.
Contractors shall verify and be responsible for all dimensions and conditions on
the job, and IBI Group shall be informed of any variations from the dimensions and
conditions shown on the drawing. Shop drawings shall be submitted to IBI Group
for general conformance before proceeding with fabrication.
is a member of the IBI Group of companies
IBI GROUP ARCHITECTS, ENGINEERS, & LANDSCAPE ARCHITECTS
KEYPLAN
CHECKED BY:DRAWN BY:SCALE CHECKCONSULTANTS
SEAL
10mm1 inCLIENT PROJECT NO:
ITHACA, NEW YORK 14850
2019-09-05
STUDENT AND CAMPUS
LIFE
PRIME CONSULTANT
41 Chenango Street,
Binghamton, NY 13901-1956, USA
tel 607 772 0007 fax 607 723 4121
IBI GROUP
ibigroup.com
HIGH RISE 5
505 Franklin Street,
Buffalo, NY 14202, USA
303 W 13th Street,
New York, NY 10014, USA
tel 716 883 5566 fax 716 883 5569
Architectural Resources
archres.com
ELEVATOR MACHINE ROOM DEMOLITION WORK
LEVEL 1 - DEMOLITION WORK
LEVEL 2 - DEMOLITION WORK
LEVEL 3 - DEMOLITION WORK
LEVEL 4 - DEMOLITION WORK
LEVEL 5 - DEMOLITION WORK
LEVEL 6 - DEMOLITION WORK
BASEMENT LEVEL DEMOLITION WORK
GENERAL NOTES:
1. REFER TO ONE-LINE DIAGRAM ON DRAWING E300 FOR
ADDITIONAL DEMOLITION WORK.
2. PROVIDE TEMPORARY HEAT DETECTION FOR ENTIRE
CONSTRUCTION ARE FOR DURATION OF DEMOLITION AND
CONSTRUCTION PHASES.
DEMOLITION KEYNOTES:
REMOVE SURFACE MOUNTED LIGHT FIXTURES IN ELEVATOR MACHINE ROOM.
SAVE FEEDERS FOR RE-USE TO FEED NEW LIGHT FIXTURES SHOWN ON
RENOVATION PLAN.
DISCONNECT AND REMOVE FEEDERS FOR EXISTING ELEVATOR MOTORS AND
ASSOCIATED COMPONENTS BACK TO SOURCE.
MANUAL TRANSFER SWITCH TO BE REMOVED. REMOVE WIRES AND CONDUIT
BACK TO SOURCE. CONDUITS FROM MTS TO SOURCE PANELS MAY BE
RE-USED.
EXISTING DISCONNECT SWITCHES TO BE REMOVED. REMOVE WIRES AND
CONDUIT BACK TO SOURCE.
DISCONNECT AND REMOVE 100A/3P CIRCUIT BREAKER ON PANEL EMPD-1.
SMOKE DETECTOR AND HEAT DETECTOR WITHIN ELEVATOR MACHINE ROOM
ARE EXISTING TO REMAIN. TEMPORARILY DISCONNECT SMOKE DETECTOR
PRIOR TO THE START OF DEMOLITION WORK. RE-INSTALL SMOKE DETECTOR
ONCE CONSTRUCTION PHASE IS COMPLETE.
1
2
3
4
5
GROUND LEVEL -
DEMOLITION WORK
ELECTRICAL PARTIAL DEMOLITION FLOOR
PLANS
HR5-E100
6
AS NOTED
BCC DW
WTMMH
1
F
M
M
F
2
4
L1 L1
L1 L1
2
5
GFCI
7
J
9HP-1
12
13
S H
5600CD
5505
5500CD5400CB 5405
5105
5100CD5100JA
5205
5200CD
5305
5306
5B00JB
5B12E
5B12D
5B12
5B12C
5B12A 5B00CB5B00JC
5B00CA5B00UB
5B00UA
5B00UE
5B00UC5B00UD
UP
UP
DN
UP UP
G
115 KW
ATS
EMPD-1
EMPD-1 MDP
8
L1
L1
31
GFCI
7
3
5G00LUPUP3GFCI
1
7
11
J
10
ACCU-1
DATE:
ISSUE
SHEET TITLE
PROJECT
121539
HIGH RISE 5 UPGRADES-
ELEVATOR REPLACEMENT
ISSUE ISSUANCE DATE
SCALE:
APPROVED BY:PROJECT MGR:
IBI PROJECT NO:
SHEET NUMBER
6 JESSUP ROAD, ITHACA, NEW YORK 14850
BUILDING:
CLIENT
COPYRIGHT
ISSUES
CORNELL
UNIVERSITY
This drawing has been prepared solely for the intended use, thus any
reproduction or distribution for any purpose other than authorized by IBI Group is
forbidden. Written dimensions shall have precedence over scaled dimensions.
Contractors shall verify and be responsible for all dimensions and conditions on
the job, and IBI Group shall be informed of any variations from the dimensions and
conditions shown on the drawing. Shop drawings shall be submitted to IBI Group
for general conformance before proceeding with fabrication.
is a member of the IBI Group of companies
IBI GROUP ARCHITECTS, ENGINEERS, & LANDSCAPE ARCHITECTS
KEYPLAN
CHECKED BY:DRAWN BY:SCALE CHECKCONSULTANTS
SEAL
10mm1 inCLIENT PROJECT NO:
ITHACA, NEW YORK 14850
2019-09-05
STUDENT AND CAMPUS
LIFE
PRIME CONSULTANT
41 Chenango Street,
Binghamton, NY 13901-1956, USA
tel 607 772 0007 fax 607 723 4121
IBI GROUP
ibigroup.com
HIGH RISE 5
505 Franklin Street,
Buffalo, NY 14202, USA
303 W 13th Street,
New York, NY 10014, USA
tel 716 883 5566 fax 716 883 5569
Architectural Resources
archres.com
ELEVATOR MACHINE ROOM RENOVATION WORK
LEVEL 1 - RENOVATION WORK
LEVEL 2 - RENOVATION WORK
LEVEL 3 - RENOVATION WORK
LEVEL 4 - RENOVATION WORK
LEVEL 5 - RENOVATION WORK
LEVEL 6 - RENOVATION WORK
BASEMENT LEVEL RENOVATION WORK
GENERAL NOTES:
1. COORDINATE MOUNTING HEIGHTS AND EXACT LOCATIONS
OF LIGHT FIXTURES, LIGHT FIXTURE CONTROLS AND
RECEPTACLES IN ELEVATOR PIT WITH ELEVATOR
CONTRACTOR.
2. ROUTE CABLING BETWEEN FLOOR THROUGH ELEVATOR
SHAFT WHERE POSSIBLE.
RENOVATION KEYNOTES:
FURNISH AND INSTALL 1X4' SURFACE MOUNTED LIGHT FIXTURES L1 (METALUX
MODEL 4VT2-LD4-4-DR-UNV-L-835-CD1-WL-WW OR APPROVED EQUAL). EXACT
LOCATION OF LIGHTING FIXTURES TO BE FINALIZED ON SITE. COORDINATE
INSTALLATION OF FIXTURES WITH OTHER CEILING WORK WITHIN THE ELEVATOR
MACHINE ROOM. LIGHTS TO BE CONTROLLED BY NEW LOCAL SWITCH SHOWN ON
PLANS (3-WAY SWITCH IN ELEVATOR PITS, TOGGLE SWITCH IN ELEVATOR
MACHINE ROOM). FIXTURES SHALL BE FED FROM PANEL EM-MR1 VIA 2#12 IN 3/4"
CONDUIT.
NEW ELEVATOR MOTORS AND TRANSFORMERS TO BE INSTALLED BY ELEVATOR
CONTRACTOR. FEEDERS BETWEEN ELEVATOR MOTOR AND THEIR RESPECTIVE
TRANSFORMERS SHALL BE INSTALLED BY ELEVATOR CONTRACTOR. EXACT
LOCATION FOR THIS EQUIPMENT TO BE DETERMINED.
FURNISH AND INSTALL 200A AUTOMATIC TRANSFER SWITCH (ATS). PROVIDE
SIGNAGE INDICATING NORMAL AND EMERGENCY LOAD SOURCES AND THEIR
LOCATIONS. EXACT LOCATION OF ATS TO BE DETERMINED. ATS SHALL HAVE THE
FOLLOWING SIGNAL CONNECTIONS MADE TO EACH ELEVATOR CONTROLLER VIA
#12 AWG WIRES:
- NOTIFICATION SIGNAL TO INDICATE ELEVATORS ARE OPERATING ON
STANDBY/EMERGENCY POWER.
- PRE-TRANSFER SIGNAL TO NOTIFY ELEVATOR CONTROLLER PRIOR TO
TRANSFER FROM EMERGENCY BACK TO UTILITY POWER.
FURNISH AND INSTALL 70A/3P ENCLOSED SHUNT TRIP CIRCUIT BREAKERS AS
MEANS OF DISCONNECT FOR ELEVATOR MOTORS. EXACT LOCATION OF CIRCUIT
BREAKERS TO BE DETERMINED.
REFER TO ONE-LINE DIAGRAMS ON DRAWING E300 FOR NEW POWER FEEDS TO BE
FURNISHED AND INSTALLED TO SUPPLY NEW ELEVATOR EQUIPMENT.
FURNISH AND INSTALL NEW 120/208V, 18 POLE, 60A MCB PANELBOARD EM-MR1 IN
ELEVATOR MACHINE ROOM. THIS PANEL SHALL BE USED TO SERVICE HVAC
EQUIPMENT SERVING THE ELEVATOR MACHINE ROOM, ELEVATORS LIGHTS AND
ELEVATOR VENTS. EXACT LOCATION OF PANEL TO BE DETERMINED. REFER TO
DRAWING E000 FOR PANELBOARD SCHEDULE.
FURNISH AND INSTALL NEW GFCI DUPLEX RECEPTACLE. RECEPTACLE SHALL BE
FED FROM PANEL EM-MR1 VIA 2#12, 1#12(G) IN 3/4" CONDUIT. EXACT LOCATION OF
RECEPTACLE TO BE DETERMINED.
FURNISH AND INSTALL 150A/3P CIRCUIT BREAKER IN PANEL EMPD-1 (TO MATCH
EXISTING CIRCUIT BREAKERS WITHIN PANEL). FURNISH AND INSTALL 60A/3P
BREAKER (TO MATCH EXISTING WITHIN PANEL) TO FEED NEW PANEL EM-MR1 IN
ELEVATOR MACHINE ROOM.
FURNISH AND INSTALL POWER CONNECTION TO SPLIT HEAT PUMP HP-1. EXACT
LOCATION OF HP-1 TO BE DETERMINED. HP-1 WILL BE EACH FED FROM PANEL
EM-MR1 VIA 20A/2P CIRCUIT BREAKER AND 2#12, 1#12(G) IN 3/4" CONDUIT.
FURNISH AND INSTALL POWER CONNECTION TO HEAT PUMP CONDENSING UNIT
ACCU-1. EXACT LOCATION OF ACCU-1 TO BE DETERMINED. ACCU-1 WILL BE EACH
FED FROM PANEL EM-MR1 VIA 20A/2P CIRCUIT BREAKER AND 2#12, 1#12(G) IN
3/4" CONDUIT.
FURNISH AND INSTALL COMMUNICATION CONNECTION TO ELEVATOR LOBBY
PHONE. MODEL SHALL BE RATH MICROTECH SMART RESCUE SYSTEM.
COORDINATE FINAL LOCATION WITH ELEVATOR MANUFACTURER.
FURNISH AND INSTALL HEAT DETECTOR FOR ELEVATOR MACHINE ROOM. TIE INTO
FIRE ALARM SYSTEM. PROVIDE CONTROL MODULE TO NOTIFY THE ELEVATOR
CONTROLLER UPON HEAT DETECTION ACTIVATION.
FURNISH AND INSTALL COMMUNICATION CONNECTION TO ELEVATOR MACHINE
ROOM PHONE. MODEL SHALL BE RATH MICROTECH SMART RESCUE SYSTEM.
COORDINATE FINAL LOCATION WITH ELEVATOR MANUFACTURER.
1
2
3
4
5
6
7
8
GROUND LEVEL -
RENOVATION WORK
ELECTRICAL PARTIAL RENOVATION FLOOR
PLANS
HR5-E200
ROOF LEVEL - RENOVATION WORK
9
10
11
12
13
AS NOTED
BCC DW
WTMMH
HIGH RISE #5 - MDP
1200A MAIN
DISC. SWITCH
BASEMENT
115KW 120/208V
STANDBY GENERATOR
400A/3P
175A/3P
400A ATS
INCOMING UTILITY
SERVICE
1200A, 120/208V, 3PH, 4W
400A/3P
EMERGENCY PANEL EMPD-1
600A, 120/208V, 3PH, 4W
100A/3P
GROUND FLOOR
THROUGH SIXTH FLOOR
ELEVATOR MACHINE ROOM FLOOR
200A
MTS
WIRE TROUGH
100A 100A
ELEVATOR #5-1 ELEVATOR #5-2
MM
1
22
4 4
3
6
55
HIGH RISE #5 - MDP
1200A MAIN
DISC. SWITCH
BASEMENT
115KW 120/208V
STANDBY GENERATOR
400A/3P
175A/3P
ATS EMPD-1
400A
INCOMING UTILITY
SERVICE
1200A, 120/208V, 3PH, 4W
400A/3P
EMERGENCY PANEL EMPD-1
600A, 120/208V, 3PH, 4W
150A/3P
GROUND FLOOR
THROUGH SIXTH FLOOR
ELEVATOR MACHINE ROOM
5
ELEVATOR
ATS 200A
M M
70A/3P 70A/3P
T T
5
6
11
22
33
4
88
8
7 7
60A/3P
EM-MR1
11
8
9
10
DATE:
ISSUE
SHEET TITLE
PROJECT
121539
HIGH RISE 5 UPGRADES-
ELEVATOR REPLACEMENT
ISSUE ISSUANCE DATE
SCALE:
APPROVED BY:PROJECT MGR:
IBI PROJECT NO:
SHEET NUMBER
6 JESSUP ROAD, ITHACA, NEW YORK 14850
BUILDING:
CLIENT
COPYRIGHT
ISSUES
CORNELL
UNIVERSITY
This drawing has been prepared solely for the intended use, thus any
reproduction or distribution for any purpose other than authorized by IBI Group is
forbidden. Written dimensions shall have precedence over scaled dimensions.
Contractors shall verify and be responsible for all dimensions and conditions on
the job, and IBI Group shall be informed of any variations from the dimensions and
conditions shown on the drawing. Shop drawings shall be submitted to IBI Group
for general conformance before proceeding with fabrication.
is a member of the IBI Group of companies
IBI GROUP ARCHITECTS, ENGINEERS, & LANDSCAPE ARCHITECTS
KEYPLAN
CHECKED BY:DRAWN BY:SCALE CHECKCONSULTANTS
SEAL
10mm1 inCLIENT PROJECT NO:
ITHACA, NEW YORK 14850
2019-09-05
STUDENT AND CAMPUS
LIFE
PRIME CONSULTANT
41 Chenango Street,
Binghamton, NY 13901-1956, USA
tel 607 772 0007 fax 607 723 4121
IBI GROUP
ibigroup.com
HIGH RISE 5
505 Franklin Street,
Buffalo, NY 14202, USA
303 W 13th Street,
New York, NY 10014, USA
tel 716 883 5566 fax 716 883 5569
Architectural Resources
archres.com
DEMOLITION NOTES:
1. DISCONNECT AND REMOVE MANUAL TRANSFER SWITCH IN ELEVATOR MACHINE ROOM.
REMOVE ASSOCIATED WIRING TO SOURCE.
2. DISCONNECT AND REMOVE HIGHLIGHT DISCONNECT SWITCHES. REMOVE ASSOCIATED
WIRING AND CONDUIT TO SOURCE.
3. DISCONNECT AND REMOVE WIRING TROUGH IN ELEVATOR MACHINE ROOM.
4. DISCONNECT AND REMOVE ELEVATORS ALONG WITH ASSOCIATED WIRING AND
COMPONENTS IN ELEVATOR MACHINE ROOM.
5. CONDUIT FROM MTS TO SOURCE PANELS MAY BE SAVED FOR RE-USE.
6. DISCONNECT AND REMOVE 100A/3P CIRCUIT BREAKER ON PANEL EMPD-1.
RENOVATION NOTES:
1. ELEVATOR MOTORS TO BE FURNISHED AND INSTALLED BY ELEVATOR CONTRACTOR.
2. ELEVATOR TRANSFORMERS TO BE FURNISHED AND INSTALLED BY ELEVATOR
CONTRACTOR.
3. POWER FEED BETWEEN ELEVATOR TRANSFORMERS AND ELEVATOR MOTORS TO BE
FURNISH AND INSTALLED BY ELEVATOR CONTRACTOR.
4. FURNISH AND INSTALL 200A AUTOMATIC TRANSFER SWITCH (ATS) IN MAIN ELECTRICAL
ROOM. PROVIDE SIGNAGE INDICATING NORMAL AND EMERGENCY LOAD SOURCES AND
THEIR LOCATIONS. ATS SHALL HAVE THE FOLLOWING SIGNAL CONNECTIONS MADE TO
EACH ELEVATOR CONTROLLER VIA #12 AWG WIRES:
4.1.NOTIFICATION SIGNAL TO INDICATE ELEVATORS ARE OPERATING ON
STANDBY/EMERGENCY POWER.
4.2.PRE-TRANSFER SIGNAL TO NOTIFY ELEVATOR CONTROLLER PRIOR TO TRANSFER
FROM EMERGENCY BACK TO UTILITY POWER.
5. FURNISH AND INSTALL 4#2/0, 1#6(G) IN 2" C FOR NEW ELEVATOR ROOM POWER FEEDS.
EXISTING CONDUITS SAVED FROM REMOVAL MAY BE RE-USED IF ADEQUATE FOR ROUTING
AND SIZING.
6. FURNISH AND INSTALL 150A/3P CIRCUIT BREAKER IN PANEL EMPD-1 TO MATCH EXISTING
CIRCUIT BREAKERS IN PANEL.
7. FURNISH AND INSTALL 70A/3P ENCLOSED SHUNT TRIP CIRCUIT BREAKERS AS MEANS OF
DISCONNECT FOR ELEVATOR MOTORS.
8. FURNISH AND INSTALL 4#4, 1/8(G) IN 1-1/2"" CONDUIT FOR LINE AND LOAD SIDE FEEDERS OF
ELEVATOR MOTOR CIRCUIT BREAKERS.
9. FURNISH AND INSTALL 60A/3P BREAKER TO MATCH EXISTING WITHIN PANEL EMPD-1 TO
FEED NEW PANEL EM-MR1 IN ELEVATOR MACHINE ROOM.
10. FURNISH AND INSTALL 3#6, 1#10(G) IN 1-1/2" CONDUIT FOR POWER FEED TO NEW PANEL
EM-MR1 IN ELEVATOR MACHINE ROOM. POWER FEED TO BE RUN IN ELEVATOR SHAFT.
PROVIDE SIGNAGE ON CONDUITS INDICATING THAT IT SERVES THE ELEVATOR MACHINE
SYSTEMS. SIGNAGE SHALL BE PROVIDED AT EACH ENTRY DOOR TO ELEVATOR SHAFTS
WHERE THE CONDUITS ARE VISIBLE.
11. FURNISH AND INSTALL NEW 120/208V, 18 POLE, 60A MCB PANELBOARD EM-MR1 IN
ELEVATOR MACHINE ROOM. THIS PANEL SHALL BE USED TO POWER HVAC EQUIPMENT
SERVING THE ELEVATOR MACHINE ROOM AND THE ELEVATORS LIGHTS, FANS AND
CONTROLS. REFER TO PANEL SCHEDULE ON DRAWING E000 FOR ADDITIONAL
INFORMATION.
PARTIAL ELECTRICAL DEMOLITION ONE-LINE DIAGRAM
N.T.S.
PARTIAL ELECTRICAL RENOVATION ONE-LINE DIAGRAM
N.T.S.
PARTIAL DEMOLITION AND
RENOVATION ONE-LINE DIAGRAMS
HR5-E300
AS NOTED
BCC DW
WTMMH