HomeMy WebLinkAboutDrawings_Statler Hotel Porte-Cochere Renovation Reprint For ConversionHANDEL ARCHITECTS LLP100% CONSTRUCTION DOCUMENT SETSTATLER HOTEL PORTE COCHERE RENOVATIONCORNELL UNIVERSITYITHACA, NYARCHITECTSITE/CIVILHANDEL ARCHITECTS LLP120 BroadwayNew York, NY 10271t: 212.595.4112f: 212.595.9032www.handelarchitects.comMEPM/E ENGINEERING, P.C.300 Trolley BoulevardRochester, NY 14606t: 585.288.5590www.me-engineers.comProject No.: 1487TG MILLER, P.C.605 W State Street, Suite AIthaca, NY 14850t: 607.272.6477f: 607.273.6322www.tgmillerpc.comCODECCI, P.C.215 West 40th Street, 10th FLNew York, NY 10018t: 212.216.9596www.codeconsultants.comSTRUCTURALSILMAN32 Old Slip, 10th FlNew York, NY 10005t: 212.620.7970www.silman.comOWNERCORNELL UNIVERSITYStatler HotelIthaca, NY 14850statlerhotel.cornell.eduLANDSCAPETrowbridge Wolf Michaels (TWMLA)1001 West Seneca StreetIthaca, NY 14850t: 607.277.1400www.twm.la03.18.2021GEOTECH/ENVIRONMENTALLangan Engineering, D.P.C.21 Penn Plaza,360 West 31st St, 8th FlNew York, NY 10001t: 212.479.5516f: 212.479.5444www.langan.comFACADEENGINEERSEOC & Partners, LLC26 Broadway, Suite 1306New York, NY 10004t: 646.756.4731www.eocengineers.comWATERPROOFINGVidaris, Inc.360 Park Avenue S., FL 15New York, NY 10010t: 212.689.5389www.vidaris.com
N/A1487CAMPUS ROADSTATLER DRIVEEAST AVENUEKEY PLANPRO ECT NO:SCALEDRAWING TITLE.:SEAL SIGNATUREDRAWING NO:NO. DATE ISSUANCEARCHITECTSTRUCTURAL ENGINEERMEP ENGINEERHandel Architects, LLP120 Broadway, 6th FloorNew York, NY 10271T: 212.595.4112OWNERCornell UniversityIthaca, NY 14850LANDSCAPE DESIGNSilman32 Old Slip, 10th FloorNew York, NY 10005T: 212.620.7970M/E Engineering, P.C300 Trolley BoulevardRochester, NY 14606T: 585.288.5590Trow ridge Wolf Michaels TWMLA 1001 West Seneca Street, Suite 201Ithaca, NY 14850T: 607.277.1400SITE / CIVIL ENGINEERTG Miller, P.C605 W State Street, Suite AIthaca, NY 14850T: 607.272.6477 F: 607.273.6322CODE CONSULTANTCCI, PC215 West 40th Street, 10th FloorNew York, NY 10018T: 212.216.9596GEOTECH ENVIRONMENTAL ENGINEERLangan Engineering, D.P.C21 Penn Plaza,360 West 31st Street, 8th FloorNew York, NY 10001T: 212.479.5516 F: 212.479.5444All Rights ReservedC Handel Architects LLP 2020Statler HotelCornell UniversityIthaca, NYFACADE ENGINEERSEOC Partners LLC26 Broadway, Suite 1306New York, NY 10004T: 646.756.4731WATERPROOFING Vidaris, Inc360 Park Avenue S., Fl 15New York, NY 10010T: 212.689.5389REDRAWING LISTCODE SUMMARYSCOPE OF WORKxDEMOLITION OF THE EXISTING PORTE-COCHERE CANOPY, MEDIAN AND LIGHTSxDEMOLITION OF WINDOW AND KNEE WALL BELOW IN OFFICE 115DxREMOVAL AND STORAGE OF RADIATOR INSIDE OFFICE 115DxCONSTRUCTION OF NEW GLASS / ALUMINUM DOUBLE DOORS IN OFFICE 115D, INCLUDING NEW SIDEWALK TO THE DOORSxCONSTRUCTION OF NEW STEEL AND GLASS CANOPYxCONSTRUCTION OF NEW ARCHITECTURALLY EXPOSED CONCRETE PYLONxNEW AUTO-SLIDING GLASS BUILDING ENTRY DOORSxNEW ALUMINUM CLAD STOREFRONT BELOW EXISTING BANQUET WINDOWxNEW SMALL CANOPY, GUTTER AND DOWNSPOUT ABOVE ENTRY DOORSxNEW SIDEWALKSxNEW DRIVEWAY AND SITE DRAINAGExNEW LANDSCAPED MEDIANALTERNATES1. ADDING SNOW MELT TO DRIVE ISLE BELOW THE CANOPY2. REPLACING ARCHED WINDOW ABOVE HOTEL ENTRY DOORS3. NEW SIDEWALK IN FRONT OF IVES HALL4. GRANITE PAVERS AT MEDIAN IN LIEU OF CONCRETE
Y : 0'-0"X : 0'-0"AB. ANCHOR BOLTACOUS. ACOUSTICALA.C.T. ACOUSTICAL CEILING TILEA.D. AREA DRAINADH. ADHESIVEADJ. ADJUSTABLEA.F.F. ABOVE FINISHED FLOORAGG. AGGREGATEAIR COND. AIR CONDITIONINGALUM. ALUMINUMALT. ALTERNATEANOD. ANODIZEDANCH. ANCHORANNC. ANNUNCIATORANNUNC. ANNUNCIATORA.P. ACCESS PANELAPPROX. APPROXIMATEARCH. ARCHITECTURALASPH. ASPHALTASST. ASSISTANTAUTO. AUTOMATICB.O. BOTTOM OFBB. BASEBOARDBD. BOARDBITUM. BITUMINOUSBLDG. BUILDINGBLK. BLOCKBLKG. BLOCKINGBM. BEAMB.M. BENCH MARKBOT. BOTTOMBR. BRICKBRG BEARINGBSMT. BASEMENTB.T.B. BACK TO BACKB.U.R. BUILT-UP ROOFINGCAB. CABINETCB. CATCH BASINCEM. CEMENTC.G. CORNER GUARDCIRC. CIRCULATIONC.L. CENTER LINECLR. CLEARCLG. CEILINGCLO. CLOSETCM. CENTIMETERCMU CONCRETE MASONRY UNITC.O. CLEANOUTCOL. COLUMNCONC. CONCRETECONF. CONFERENCECONN. CONNECTIONCONSTR. CONSTRUCTIONCONT. CONTINUOUSCONTR. CONTRACTORCOORD. COORDINATECORR. CORRIDORCPT. CARPETC.J. CONTROL JOINTC.S.P. COMBINATION STANDPIPEC.T. CERAMIC TILECTR. CENTERCTSK. COUNTERSUNKCCTV. CLOSED CIRCUIT TELEVISIONCU. CUBICC.W. COLDWATERDBL. DOUBLEDEG. DEGREEDEMO. DEMOLISHDEPT. DEPARTMENTD.H. MAGNETIC DOOR HOLDERDIA DIAMETERDIAG. DIAGONALDIFF. DIFFUSERDIM. DIMENSIONDISP. DISPENSERDIV. DIVISIONDN. DOWND.O. DOOR OPENINGDP. DAMPPROOFINGDR. DOORDS DOWNSPOUTD.S.P. DRY STANDPIPEDTL. DETAILDW. DISTILLED WATERDWG. DRAWINGDWT. DUMBWAITERE. EASTEA. EACHEL. ELEVATIONELAS. ELASTOMERICELEC. ELECTRICALELEV. ELEVATOREMER. EMERGENCYENCL. ENCLOSUREENGR. ENGINEERENT. ENTRANCEE.J. EXPANSION JOINTE.O. ELECTRIC OUTLETE. PNL. ELECTRICAL PANELEQ. EQUALEQUIP. EQUIPMENTER ELEVATOR RECALL PANELEWC. ELECTRIC WATER COOLEREXC. EXCAVATIONEXH, EXHAUSTEXIST. EXISTINGEXP. EXPANSIONEXPO, EXPOSEDEXT. EXTERIORF. FABRICF/ FACE OFFA FIRE ALARMF. BR. FACE BRICKF.C. FOOT CONTROLFD. FLOOR DRAINF.D.C FIRE DEPARTMENTCONNECTIONFDN. FOUNDATIONF.D.W.A. FIRE DEPARTMENTWINDOW ACCESSFE. FIRE EXTINGUISHERFE.C, FIRE EXTINGUISHER CABINETFH FIRE HOSEFH.C. FIRE HOSE CABINETFH.M.S. FLAT HEAD MACHINE SCREWFH.R. FIRE HOSE RACKFIN. FINISHFL. FLOORFLEX. FLEXIBLEFLUOR. FLUORESCENTFO.B. FACE OF BUILDINGFO.G, FACE OF GLASSFOL FACE OF LOUVERFP. FLOOD PANELFPL FIREPLACEFPRF. FIREPROOFF.S.D. FIRE / SMOKE DAMPERFT. FOOT (FEET)FT.F. FACE TO FACEFTG. FOOTINGFT.R. FIN TUBE RADIATIONFURN. FURNISHFURR. FURRINGFUT. FUTUREGA GAUGEGALV. GALVANIZEDGEN. GENERALGL. GLASSGND. GROUNDG.PL. GYPSUM PLASTERGR. GRADEG.T. GREASE TRAPGWB. GYPSUM BOARDH.B. HOSE BIBH.C. HOLLOW COREHDWD. HARDWOODHDW HARDWAREH.M. HOLLOW METALH.O. HOLD OPENHORIZ. HORIZONTALH.A. HIGH POINTHR. HOURHT. HEIGHTHTG. HEATINGHVAC. HEATING, VENTILATING,AIR CONDITIONINGHW. HOT WATERHYD. HYDRANTI.D. INSIDE DIAMETERIN. INCH(ES)INCAND. INCANDESCENTINCL. INCLUDE(D)INSUL. INSULATIONINT. INTERIORINTERM, INTERMEDIATEINV. EL. INVERT ELEVATIONJAN. JANITORJ.C. JANITOR'S CLOSETJT. JOINTKD. KNOCKDOWNK,O. KNOCKOUTKIT. KITCHENK.S. KNEE SPACELAM, LAMINATE(D)LAUN. LAUNDRYLAV. LAVATORYLB.(s) POUND(S)L.D. LOUVER DRAINL.F. LINEAR FOOTL.H. LEFT HANDLKR. LOCKERL.P. LOWPOINTLT. LIGHTLT. WT. LIGHWEIGHTM. METERMACH. MACHINEMAlNT. MAINTENANCEMAS. MASONRYMATL. MATERIALMAX. MAXIMUMM.C,B. METAL CORNER BEADMD MOTORIZED DAMPERMECH. MECHANICALMEMB. MEMBRANEMEZZ. MEZZANINEMFR. MANUFACTURERM.H. MANHOLEMIN. MINIMUMMISC. MISCELLANEOUSMM. MILLIMETERM.O. MASONRY OPENINGMOV. MOVABLEMTD. MOUNTEDMTG. MOUNTINGMTL. METALMUL. MULLIONN. NORTHN.l.C. NOT IN CONTRACTNO. NUMBERNOM, NOMINALN.T.S. NOT TO SCALEOA OVERALLO.C. ON CENTERO.D. OUTSIDE DIAMETEROA OVERALLO.C. ON CENTERO.D. OUTSIDE DIAMETERO.F.D OVERFLOW DRAINOFF. OFFICEOH. OVERHEADOPNG. OPENINGOPP. OPPOSITEOPP. H. OPPOSITE HANDPA PUBLIC ADDRESSPAV. PAVINGP.C. PRE-CASTPF PANEL FABRICPL. PLATEP. LAM. PLASTIC LAMINATEPLAS. PLASTERPLBG. PLUMBINGPLWD. PLYWOODPNT. PAINTPNL. PANELPOL. POLISHEDPR. PAIRPROP. PROPERTYP.S.F. POUNDS PER SQUARE FOOTP.S.I. POUNDS PER SQUARE INCHPTD. PAINTEDPTN. PARTITIONP.T.S. PNEUMATIC TUBE STATIONPT. POINTQ.T. QUARRY TILEQTY. QUANTITYR. RISERRECEP. RECEPTIONREINF. REINFORCINGRIW RIGHT-OF-WAYRAD. RADIUSR.B. RUBBER BASER.C.P. REFLECTED CEILING PLANR.D. ROOF DRAINR.H, RIGHT HANDREC. RECESSEDREF REFERENCEREFR. REFRIGERATORREINF. REINFORCEDREQD. REQUIREDRESIL. RESILIENTREV. REVISIONRFG, ROOFINGRM. ROOMR.O. ROUGH OPENINGS. SOUTHSAN. SANITARYS.A.C.P. SMOKE ALARM & SPRINKLERCONTROL PANELS.C. SOLID CORESCHED. SCHEDULESD. SOAP DISPENSERSECT. SECTIONSECUR. SECURITYSF SQUARE FOOT (FEET)S.GT. STRUCTURAL GLAZED TILESHR. SHOWERSHT. SHEETSIM. SIMILARS.P. STANDPIPESPEC. SPECIFICATIONSPKR. SPEAKERSQ. SQUARESR. STORM RISERS.SK. SERVICE SINKS.STL. STAINLESS STEELSTA STATIONS.T.C. SOUND TRANSMISSIONCLASSSTD. STANDARDSTER. STERILIZERSTL. STEELSTOR. STORAGESURG. SURGICALSUSP. SUSPENDEDSWBD. SWITCHBOARDSYM. SYMMETRICALT. TREADT.& B. TOP & BOTTOMT.& G. TONGUE & GROOVETEL. TELEPHONETEMP. TEMPEREDTER. TERRAZZOTHK. THICKT.O. TOP OFTOPO. TOPOGRAPHYT..S. TOP OF SLABTS TAMPER SWITCHTYP. TYPICALUNEXC. UNEXCAVATEDUNF. UNFINISHEDU..N. UNLESS OTHERWISE NOTEDUR. URINALUTIL. UTILlTYVAC. VACUUMV.C.T VINYL COMPOSITION TILEVENT. VENTILATIONVERT. VERTICALVEST. VESTIBULEV.l.F. VERIFY IN FIELDVOL. VOLUMEV.T. VINYL TILEV.W.C. VINYL WALL COVERINGW WESTW.C. WATER CLOSETW/D WASHER DRYERWD. WOODWD.T. WOOD TRIMW.F. WIDE FLANGEW.H. WATER HEATERW.I. WROUGHT IRONWIN. WINDOWW.M. WIRE MESHWSCT. WAINSCOTWT. WEIGHTW.W.F. WELDED WIRE FABRICYD. YARDABBREVIATIONS LEGENDARCHITECTURAL FLOOR PLAN SYMBOLSARCHITECTURAL MATERIALS INDICATIONSARCHITECTURAL CEILING PLAN SYMBOLSSYMBOL DESCRIPTIONSYMBOL DESCRIPTIONMTL-1NAMEROOM NAMEROOM NUMBERDOOR NUMBEREXTERIOR ELEVATION TAGINTERIOR ELEVATION TAGLOCATIONCOLUMN NO. / LETTERCENTER LINE OFCOLUMNPARTITION TAGID-ELEV4DRAWING NUMBERWHERE SHOWNSECTION TAGELEVATIONEARTHCONCRETE - CAST IN PLACESANDFINISH WOOD PLAN-ELEVATIONFINISH WOOD SECTIONRIGID INSULATIONROUGH WOODBATT INSULATIONSTEELMASONRYSHIM WOODACOUSTIC TILEGYPSUM BOARDPLYWOODGLASSCERAMIC TILECMU AT LARGE SCALERESILIENT TILECMU AT SMALL SCALEMARBLEGRANITE/STONEPLASTIC LAMINATECONCRETE - PRECASTCARPETGRAVEL10'-0" AFF 12'-0" AFFSPSCSCSDSPRINKLER HEADCEILING MNTD EXIT SIGNSTART POINTWALL MNTD EXIT SIGNCEILING BREAKCEILING MNTD EXIT SIGNSECURITY CAMERATEMPERATURE SENSORSMOKE DETECTORHVAC SUPPLYHVAC RETURNCEILING HEIGHT INDICATIONDIFFUSERCLNG-BREAKSPRINKLEREXIT-TWOSTART-PTEXIT-WALLEXIT-ONESECUR. CAMERATEMPERATURE SENSORSMOKE DETECTORH-SUPPLY-2x2H-RETURN-2x2ID-RMINFDIFFUSER1404AATOP OF SLABEL. +0'-0"ELEV.=123.45'LCNAMEID-ELMRKID-TARG TARGETID-COLID-WINWINDOW / PRECAST TAGID-CL CENTER LINE MARKSYMBOL DESCRIPTIONID-PARTPLAN ELEVATION MARKID-ELPLANELEVATION CHANGE MARKID-ELCHANGEREVISION IDID-REVMATERIAL DESIGNATION TAGID-MATRID-DOORID-RM2ID-RM1ID-DrawingDET-BUBID-SectFlagID-ElevFlagDETAIL BUBBLE + TAGDRAWING TAGROOM NAMEROOM FINISH CODEROOM NUMBERSPRINKLER HEAD WALL MNTD.SPRINKLER-WALLFIRE ALARM SPEAKER/STROBEMOUNTED 80" A.F.F.FIRE ALARMSPEAKER STROBEACESS PANELACCESS PANELDRAWING1/X" = 1'-0"112W22SMOKE / CARBON MONOXIDEDETECTORSMOKE / CM DETECTORS/COJUNCTION BOXJBJBDEPRESSED CONCRETE SLABSLOPED CONCRETE SLABCONCRETE HOUSEKEEPING PADCONCRETE FILL SLABINDICATES OPENING IN SLABARCHITECTURAL SLAB PLAN SYMBOLSHEAT DETECTORHEAT DETECTORHAV SPEAKERSPKR.STFIRE ANNUNCIATORFIRE ANNUNCIATORAFIRE ALARM PULL STATIONFA PULL STAFUPRIGHT SPRINKLER HEAD ANDBRANCH PIPINGUPRIGHT SPRINKLERTYPA1001TYPA1001TYPA1001A100ABCDOFFICESC100FINSC100OFFICEID-CONSTR. NOTE CONSTRUCTION NOTE2PC22ACOORDINATESID-MATRFLOOR SINKFL. SINKFSFLOOR DRAINFL. DRAINROOF DRAINROOF DRAINFDRDALIGNALIGNALIGNAPAPARTMENT PANELAPARTMENT PANELEXHAUST SHAFTEXHAUST SHAFTHOSE BIBHOSE BIBHBWINDOW WASHING TRACKWIN. WASHING TRACKOPERABLE WINDOWOPERABLE WIN.SYMBOLNAMEELEVATION NUMBERDRAWING NUMBERWHERE SHOWNSECTION NUMBERELEVATION NO.SHEET NUMBERROOM TAGFINISH TAGELEVATION MARKCOLUMN TAGPARTITION TYPE,REF. TO PARTITIONTYPE SHEETPARTITIONDESCRIPTIONIDSRRESIDENTIAL TYPE COMBINATIONSMOKE / CO DETECTOR.CEILING/WALL MOUNTED 120 VDIRECT WIRE WITH BATTERYBACKUP.CEILING MATERIAL INDICATIONSSYMBOL DESCRIPTIONEXPOSED SLABEXPOSED SLAB W/CONCRETE FINISH SYSTEMACOUSTIC CEILING TILEPAINTED GWB CEILING(BARRISOL, WHERE INDICATED)RATED CEILINGWOOD CEILINGUHPC CEILINGCLG. HT.X'-X"BRONZE MESH CEILINGSTRETCH MEMBRANEPARTITION TYPESPERIMETER APPLICATION OF CONT. BEADSOF SEALANT (2 BEADS @GWB AND 2BEADS @ RUNNER TYPICAL).SOUND ATTENUATION BLANKET OR GLASSFIBER INSULATION AT PERIMETER WALLSWHERE SCHEDULEDPERIMETER APPLICATION OF CONT. BEADSOF SEALANT (2 BEADS @GWB AND 2BEADS @ RUNNER TYPICAL).UNDERSIDE OF STRUCTUREEDGE TRIM TYPICAL WHERE VISIBLEMETAL RUNNER FASTENED 24" O.C. MAX.ADDITIONAL LAYER OF GWB WHERESCHEDULEDMETAL STUDS (SEE SCHEDULE BELOW)SHIM SPACE WITH BRACES AS REQ'DMETAL RUNNER FASTENED 24" O.C. MAX.T.O. SLAB5/8" GYPSUM WALL BOARD - TYPE "X" ATRATED WALLS (W.R. WALL BD. INBATHROOMS)LINE OF CEILING. SEE FINISH SCHEDULEFFURRING WALLScale: 1 1/2"=1'-0"GENERAL PARTITION NOTES1. TYPICAL STUD DEFLECTION SHALL BE L/240.2. PARTITIONS SHALL REST DIRECTLY UPON THE CONCRETE FLOOR CONSTRUCTION AND MAY EXTEND TOTHE CONCRETE CONSTRUCTION OF THE FLOOR OR ROOF ABOVE.3. INCREASE GAUGE THICKNESS OR DECREASE STUD SPACING AS REQUIRED TO MEET DEFLECTIONCRITERIA AND WHERE LIMITING HEIGHTS ARE EXCEEDED.4. PARTITIONS THAT RECEIVE TILE, GLASS, OR SUPPORT WALL HUNG EQUIPMENT SHALL HAVE A MAXIMUMDEFLECTION OF L/360.5. FOR STEEL VERTICAL REINFORCING SPACING SEE STRUCTURAL DRAWINGS.6. ALL PARTITIONS ARE CONSTRUCTED OF STUDS UNLESS DESIGNATED OTHERWISE.7. ALL FIRE RATED PARTITIONS SHALL HAVE FIRE RATED TYPE "X" GYP. BD..8. ALL DRYWALL USED IN FURRING OF EXTERIOR WALL SHOULD BE MOISTURE & MOLD RESISTANT BOARD,TYPICAL.9. PROVIDE CONTINUOUS 2 HOUR RATED WALL AT ALL STAIRS AND AS INDICATED ON FLOOR PLANS.10. ALL WOOD USED IN PARTITIONS SHALL BE FIRE RETARDANT TREATED.11. PROVIDE NECESSARY BACKING FOR ALL WALL MOUNTED ITEMS INDICATED ON FLOOR PLANS,ELEVATIONS AND SPECIFICATIONS.12. CM TO COORDINATE APPLICATION OF CONTINUOUS INSULATION & VAPOR BARRIER, TYPICAL.13. VERIFY CONTINUITY OF ALL FIRE RATED ASSEMBLIES.14. ALL DRYWALL PARTITIONS AND FURRING AND SOFFITS IN AN EXTERIOR ENVIRONMENT SHALL RECEIVE5/8" DENSE SHIELD FIREGUARD (TYPE 'X', WHERE SCHEDULED), FINISH BOARD, WITH A SUBLAYER OF 5/8"DENSE ARMOR PLUS FIREGUARD C, WHERE REQUIRED TO MEET FIRE RATINGS. SEE PLANS.ARCHITECTURAL POWER + DATA SYMBOLSDESCRIPTIONWATERPROOF WALL RECEPTACLEGROUND FAULT DUPLEX WALLRECEPTACLEWPSWITCH 48" AFFDUPLEX WALL RECEPTACLEDUPLEX FLOOR RECESSEDRECEPTACLEQUAD WALL RECEPTACLEQUAD FLOOR RECESSEDRECEPTACLESWITCH / DUPLEX WALLRECEPTACLETHREE WAY SWITCH( LETTERINDICATES LIGHTS CONTROLLED.)SINGLE POLE LIGHT SWITCH(LETTERINDICATES LIGHTS CONTROLLED)THERMOSTAT 54"TELEVISIONTELEPHONETEL DATATIME CLOCKGFISTTVTCSYMBOLNAME3ASASPERIMETER APPLICATION OF CONT. BEADSOF SEALANT (2 BEADS @GWB AND 2BEADS @ RUNNER TYPICAL).PERIMETER APPLICATION OF CONT. BEADSOF SEALANT (2 BEADS @GWB AND 2BEADS @ RUNNER TYPICAL).T.O. SLABMETAL RUNNER FASTENED 24" O.C. MAX.METAL STUDS (SEE SCHEDULE BELOW)ADDITIONAL LAYER OF GWB - TYPE "X" ATRATED WALLSSOUND ATTENUATION BLANKET WHERESCHEDULEDMETAL RUNNER FASTENED 24" O.C. MAX.LINE OF CEILING. SEE FINISH SCHEDULEEDGE TRIM TYPICAL WHERE VISIBLEUNDERSIDE OF STRUCTUREWSTUD WALLScale: 1 1/2"=1'-0"5/8" GYPSUM WALL BOARD - TYPE "X" ATRATED WALLS (W.R. WALL BD. INBATHROOMS)PARTITION TYPEFIRE RATING (# OF HOURS)# LAYERS GWB, TOTAL ALL SIDESMODIFERLEGENDSTUD SIZE1. PARTITION INCLUDES BATT INSULATION. MATCH THICKNESS TO STUD SIZE.MODIFIERS1487CAMPUS ROADSTATLER DRIVEEAST AVENUEKEY PLANPRO ECT NO:SCALEDRAWING TITLE.:SEAL SIGNATUREDRAWING NO:NO. DATE ISSUANCEARCHITECTSTRUCTURAL ENGINEERMEP ENGINEERHandel Architects, LLP120 Broadway, 6th FloorNew York, NY 10271T: 212.595.4112OWNERCornell UniversityIthaca, NY 14850LANDSCAPE DESIGNSilman32 Old Slip, 10th FloorNew York, NY 10005T: 212.620.7970M/E Engineering, P.C300 Trolley BoulevardRochester, NY 14606T: 585.288.5590Trow ridge Wolf Michaels TWMLA 1001 West Seneca Street, Suite 201Ithaca, NY 14850T: 607.277.1400SITE / CIVIL ENGINEERTG Miller, P.C605 W State Street, Suite AIthaca, NY 14850T: 607.272.6477 F: 607.273.6322CODE CONSULTANTCCI, PC215 West 40th Street, 10th FloorNew York, NY 10018T: 212.216.9596GEOTECH ENVIRONMENTAL ENGINEERLangan Engineering, D.P.C21 Penn Plaza,360 West 31st Street, 8th FloorNew York, NY 10001T: 212.479.5516 F: 212.479.5444All Rights ReservedC Handel Architects LLP 2020Statler HotelCornell UniversityIthaca, NYFACADE ENGINEERSEOC Partners LLC26 Broadway, Suite 1306New York, NY 10004T: 646.756.4731WATERPROOFING Vidaris, Inc360 Park Avenue S., Fl 15New York, NY 10010T: 212.689.5389REN/A
PLANTERPLANTERPLANTERPLANTERPLANTERDNUPDNOPEN TOBELOWUPFITNESS458 SF105144 SF103OFFICE320 SF101CASH OFF.27 SF101C402 SF10036VESTIBULE169 SF10041LOBBY2545 SF1004044 SF1008512 SF101BCONCIERGE147 SF101A55 SF10019120 SF102B1794 SF10220 SF1007716 SF1007818 SF1007933 SF102ASTORAGE98 SF109COAT CHECK161 SF108181 SF10037290 SF10014154 SF1001357 SF110A1990 SF110141 SF115GOFFICE106 SF115D161 SF111AOFFICE183 SF115A248 SF107117H115J628 SF115F111 SF115250 SF111COFFICE116 SF115B1002135 SF1007235 SF10071218 SF1002010022677 SF10042193 SF111DNUPUPUP1526 SF10044PATIO22 SF10080117 SF11215 SF112A73 SF1008269 SF115K69 SF115K1004569 SF117G699 SF117107 SF117A169 SF115C92 SF117B114 SF117C114 SF117C46 SF117D102 SF10060106 SF117F46 SF10061172 SF1006340 SF1007321 SF1004738 SF107A430 SF10039158 SF1008145 SF118118 SF10012139 SF110B134561/8" = 1'-0"1487CAMPUS ROADSTATLER DRIVEEAST AVENUEKEY PLANPRO ECT NO:SCALEDRAWING TITLE.:SEAL SIGNATUREDRAWING NO:NO. DATE ISSUANCEARCHITECTSTRUCTURAL ENGINEERMEP ENGINEERHandel Architects, LLP120 Broadway, 6th FloorNew York, NY 10271T: 212.595.4112OWNERCornell UniversityIthaca, NY 14850LANDSCAPE DESIGNSilman32 Old Slip, 10th FloorNew York, NY 10005T: 212.620.7970M/E Engineering, P.C300 Trolley BoulevardRochester, NY 14606T: 585.288.5590Trow ridge Wolf Michaels TWMLA 1001 West Seneca Street, Suite 201Ithaca, NY 14850T: 607.277.1400SITE / CIVIL ENGINEERTG Miller, P.C605 W State Street, Suite AIthaca, NY 14850T: 607.272.6477 F: 607.273.6322CODE CONSULTANTCCI, PC215 West 40th Street, 10th FloorNew York, NY 10018T: 212.216.9596GEOTECH ENVIRONMENTAL ENGINEERLangan Engineering, D.P.C21 Penn Plaza,360 West 31st Street, 8th FloorNew York, NY 10001T: 212.479.5516 F: 212.479.5444All Rights ReservedC Handel Architects LLP 2020Statler HotelCornell UniversityIthaca, NYFACADE ENGINEERSEOC Partners LLC26 Broadway, Suite 1306New York, NY 10004T: 646.756.4731WATERPROOFING Vidaris, Inc360 Park Avenue S., Fl 15New York, NY 10010T: 212.689.5389RE
CIVIL LEGENDAND NOTES1487/E20-11 (TGM)CAMPUS ROADSTATLER DRIVEEAST AVENUEKEY PLANPROJECT NO:SCALEDRAWING TITLE.:SEAL & SIGNATUREDRAWING NO:NO. DATE ISSUANCEARCHITECTSTRUCTURAL ENGINEERMEP ENGINEERHandel Architects, LLP120 Broadway, 6th FloorNew York, NY 10271T: 212.595.4112OWNERCornell UniversityIthaca, NY 14850LANDSCAPE DESIGNSilman32 Old Slip, 10th FloorNew York, NY 10005T: 212.620.7970M/E Engineering, P.C300 Trolley BoulevardRochester, NY 14606T: 585.288.5590Trowbridge Wolf Michaels (TWMLA)1001 West Seneca Street, Suite 201Ithaca, NY 14850T: 607.277.1400SITE / CIVIL ENGINEERTG Miller, P.C605 W State Street, Suite AIthaca, NY 14850T: 607.272.6477 F: 607.273.6322CODE CONSULTANTCCI, PC215 West 40th Street, 10th FloorNew York, NY 10018T: 212.216.9596GEOTECH & ENVIRONMENTAL ENGINEERLangan Engineering, D.P.C21 Penn Plaza,360 West 31st Street, 8th FloorNew York, NY 10001T: 212.479.5516 F: 212.479.5444All Rights ReservedDrawing: p:\e20-11 cu statler\CADD\Drawings\C100 LEGEND NOTES.dwgC Handel Architects LLP 2020Statler HotelCornell UniversityIthaca, NYFACADE ENGINEERSEOC & Partners LLC26 Broadway, Suite 1306New York, NY 10004T: 646.756.4731FACADE ENGINEERSVidaris, Inc360 Park Avenue S., Fl 15New York, NY 10010T: 212.689.538903/18/2021 100% CD SET--C100
EXISTING SITECONDITIONS PLANC1011487/E20-11 (TGM)CAMPUS ROADSTATLER DRIVEEAST AVENUEKEY PLANPROJECT NO:SCALEDRAWING TITLE.:SEAL & SIGNATUREDRAWING NO:NO. DATE ISSUANCEARCHITECTSTRUCTURAL ENGINEERMEP ENGINEERHandel Architects, LLP120 Broadway, 6th FloorNew York, NY 10271T: 212.595.4112OWNERCornell UniversityIthaca, NY 14850LANDSCAPE DESIGNSilman32 Old Slip, 10th FloorNew York, NY 10005T: 212.620.7970M/E Engineering, P.C300 Trolley BoulevardRochester, NY 14606T: 585.288.5590Trowbridge Wolf Michaels (TWMLA)1001 West Seneca Street, Suite 201Ithaca, NY 14850T: 607.277.1400SITE / CIVIL ENGINEERTG Miller, P.C605 W State Street, Suite AIthaca, NY 14850T: 607.272.6477 F: 607.273.6322CODE CONSULTANTCCI, PC215 West 40th Street, 10th FloorNew York, NY 10018T: 212.216.9596GEOTECH & ENVIRONMENTAL ENGINEERLangan Engineering, D.P.C21 Penn Plaza,360 West 31st Street, 8th FloorNew York, NY 10001T: 212.479.5516 F: 212.479.5444All Rights ReservedDrawing: p:\e20-11 cu statler\CADD\Drawings\C101 EXISTING.dwgC Handel Architects LLP 2020Statler HotelCornell UniversityIthaca, NYFACADE ENGINEERSEOC & Partners LLC26 Broadway, Suite 1306New York, NY 10004T: 646.756.4731FACADE ENGINEERSVidaris, Inc360 Park Avenue S., Fl 15New York, NY 10010T: 212.689.538903/18/2021 100% CD SET--
1487/E20-11 (TGM)CAMPUS ROADSTATLER DRIVEEAST AVENUEKEY PLANPROJECT NO:SCALEDRAWING TITLE.:SEAL & SIGNATUREDRAWING NO:NO. DATE ISSUANCEARCHITECTSTRUCTURAL ENGINEERMEP ENGINEERHandel Architects, LLP120 Broadway, 6th FloorNew York, NY 10271T: 212.595.4112OWNERCornell UniversityIthaca, NY 14850LANDSCAPE DESIGNSilman32 Old Slip, 10th FloorNew York, NY 10005T: 212.620.7970M/E Engineering, P.C300 Trolley BoulevardRochester, NY 14606T: 585.288.5590Trowbridge Wolf Michaels (TWMLA)1001 West Seneca Street, Suite 201Ithaca, NY 14850T: 607.277.1400SITE / CIVIL ENGINEERTG Miller, P.C605 W State Street, Suite AIthaca, NY 14850T: 607.272.6477 F: 607.273.6322CODE CONSULTANTCCI, PC215 West 40th Street, 10th FloorNew York, NY 10018T: 212.216.9596GEOTECH & ENVIRONMENTAL ENGINEERLangan Engineering, D.P.C21 Penn Plaza,360 West 31st Street, 8th FloorNew York, NY 10001T: 212.479.5516 F: 212.479.5444All Rights ReservedDrawing: p:\e20-11 cu statler\CADD\Drawings\C102 SITE UTIL DEMO.dwgC Handel Architects LLP 2020Statler HotelCornell UniversityIthaca, NYFACADE ENGINEERSEOC & Partners LLC26 Broadway, Suite 1306New York, NY 10004T: 646.756.4731FACADE ENGINEERSVidaris, Inc360 Park Avenue S., Fl 15New York, NY 10010T: 212.689.538903/18/2021 100% CD SET--SITE UTILITYDEMOLITION PLANC102
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825825.5826C2011487/E20-11 (TGM)CAMPUS ROADSTATLER DRIVEEAST AVENUEKEY PLANPROJECT NO:SCALEDRAWING TITLE.:SEAL & SIGNATUREDRAWING NO:NO. DATE ISSUANCEARCHITECTSTRUCTURAL ENGINEERMEP ENGINEERHandel Architects, LLP120 Broadway, 6th FloorNew York, NY 10271T: 212.595.4112OWNERCornell UniversityIthaca, NY 14850LANDSCAPE DESIGNSilman32 Old Slip, 10th FloorNew York, NY 10005T: 212.620.7970M/E Engineering, P.C300 Trolley BoulevardRochester, NY 14606T: 585.288.5590Trowbridge Wolf Michaels (TWMLA)1001 West Seneca Street, Suite 201Ithaca, NY 14850T: 607.277.1400SITE / CIVIL ENGINEERTG Miller, P.C605 W State Street, Suite AIthaca, NY 14850T: 607.272.6477 F: 607.273.6322CODE CONSULTANTCCI, PC215 West 40th Street, 10th FloorNew York, NY 10018T: 212.216.9596GEOTECH & ENVIRONMENTAL ENGINEERLangan Engineering, D.P.C21 Penn Plaza,360 West 31st Street, 8th FloorNew York, NY 10001T: 212.479.5516 F: 212.479.5444All Rights ReservedDrawing: P:\E20-11 CU Statler\CADD\Drawings\C201 SITEUTILS.dwgC Handel Architects LLP 2020Statler HotelCornell UniversityIthaca, NYFACADE ENGINEERSEOC & Partners LLC26 Broadway, Suite 1306New York, NY 10004T: 646.756.4731FACADE ENGINEERSVidaris, Inc360 Park Avenue S., Fl 15New York, NY 10010T: 212.689.538903/18/2021 100% CD SET--SITE UTILITY ANDDRAINAGE PLAN
DETAILS1487/E20-11 (TGM)CAMPUS ROADSTATLER DRIVEEAST AVENUEKEY PLANPROJECT NO:SCALEDRAWING TITLE.:SEAL & SIGNATUREDRAWING NO:NO. DATE ISSUANCEARCHITECTSTRUCTURAL ENGINEERMEP ENGINEERHandel Architects, LLP120 Broadway, 6th FloorNew York, NY 10271T: 212.595.4112OWNERCornell UniversityIthaca, NY 14850LANDSCAPE DESIGNSilman32 Old Slip, 10th FloorNew York, NY 10005T: 212.620.7970M/E Engineering, P.C300 Trolley BoulevardRochester, NY 14606T: 585.288.5590Trowbridge Wolf Michaels (TWMLA)1001 West Seneca Street, Suite 201Ithaca, NY 14850T: 607.277.1400SITE / CIVIL ENGINEERTG Miller, P.C605 W State Street, Suite AIthaca, NY 14850T: 607.272.6477 F: 607.273.6322CODE CONSULTANTCCI, PC215 West 40th Street, 10th FloorNew York, NY 10018T: 212.216.9596GEOTECH & ENVIRONMENTAL ENGINEERLangan Engineering, D.P.C21 Penn Plaza,360 West 31st Street, 8th FloorNew York, NY 10001T: 212.479.5516 F: 212.479.5444All Rights ReservedDrawing: P:\E20-11 CU Statler\CADD\Drawings\C301 DETAILS.dwgC Handel Architects LLP 2020Statler HotelCornell UniversityIthaca, NYFACADE ENGINEERSEOC & Partners LLC26 Broadway, Suite 1306New York, NY 10004T: 646.756.4731FACADE ENGINEERSVidaris, Inc360 Park Avenue S., Fl 15New York, NY 10010T: 212.689.538903/18/2021 100% CD SET--C301
1487/E20-11 (TGM)CAMPUS ROADSTATLER DRIVEEAST AVENUEKEY PLANPROJECT NO:SCALEDRAWING TITLE.:SEAL & SIGNATUREDRAWING NO:NO. DATE ISSUANCEARCHITECTSTRUCTURAL ENGINEERMEP ENGINEERHandel Architects, LLP120 Broadway, 6th FloorNew York, NY 10271T: 212.595.4112OWNERCornell UniversityIthaca, NY 14850LANDSCAPE DESIGNSilman32 Old Slip, 10th FloorNew York, NY 10005T: 212.620.7970M/E Engineering, P.C300 Trolley BoulevardRochester, NY 14606T: 585.288.5590Trowbridge Wolf Michaels (TWMLA)1001 West Seneca Street, Suite 201Ithaca, NY 14850T: 607.277.1400SITE / CIVIL ENGINEERTG Miller, P.C605 W State Street, Suite AIthaca, NY 14850T: 607.272.6477 F: 607.273.6322CODE CONSULTANTCCI, PC215 West 40th Street, 10th FloorNew York, NY 10018T: 212.216.9596GEOTECH & ENVIRONMENTAL ENGINEERLangan Engineering, D.P.C21 Penn Plaza,360 West 31st Street, 8th FloorNew York, NY 10001T: 212.479.5516 F: 212.479.5444All Rights ReservedDrawing: p:\e20-11 cu statler\CADD\Drawings\C401 UTILITY PROFILES.dwgC Handel Architects LLP 2020Statler HotelCornell UniversityIthaca, NYFACADE ENGINEERSEOC & Partners LLC26 Broadway, Suite 1306New York, NY 10004T: 646.756.4731FACADE ENGINEERSVidaris, Inc360 Park Avenue S., Fl 15New York, NY 10010T: 212.689.538903/18/2021 100% CD SET--UTILITY PROFILESC401
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825825.58261487/E20-11 (TGM)CAMPUS ROADSTATLER DRIVEEAST AVENUEKEY PLANPROJECT NO:SCALEDRAWING TITLE.:SEAL & SIGNATUREDRAWING NO:NO. DATE ISSUANCEARCHITECTSTRUCTURAL ENGINEERMEP ENGINEERHandel Architects, LLP120 Broadway, 6th FloorNew York, NY 10271T: 212.595.4112OWNERCornell UniversityIthaca, NY 14850LANDSCAPE DESIGNSilman32 Old Slip, 10th FloorNew York, NY 10005T: 212.620.7970M/E Engineering, P.C300 Trolley BoulevardRochester, NY 14606T: 585.288.5590Trowbridge Wolf Michaels (TWMLA)1001 West Seneca Street, Suite 201Ithaca, NY 14850T: 607.277.1400SITE / CIVIL ENGINEERTG Miller, P.C605 W State Street, Suite AIthaca, NY 14850T: 607.272.6477 F: 607.273.6322CODE CONSULTANTCCI, PC215 West 40th Street, 10th FloorNew York, NY 10018T: 212.216.9596GEOTECH & ENVIRONMENTAL ENGINEERLangan Engineering, D.P.C21 Penn Plaza,360 West 31st Street, 8th FloorNew York, NY 10001T: 212.479.5516 F: 212.479.5444All Rights ReservedDrawing: p:\e20-11 cu statler\CADD\Drawings\C501 ESC.dwgC Handel Architects LLP 2020Statler HotelCornell UniversityIthaca, NYFACADE ENGINEERSEOC & Partners LLC26 Broadway, Suite 1306New York, NY 10004T: 646.756.4731FACADE ENGINEERSVidaris, Inc360 Park Avenue S., Fl 15New York, NY 10010T: 212.689.538903/18/2021 100% CD SET--EROSION ANDSEDIMENT CONTROLPLANC501
1487/E20-11 (TGM)CAMPUS ROADSTATLER DRIVEEAST AVENUEKEY PLANPROJECT NO:SCALEDRAWING TITLE.:SEAL & SIGNATUREDRAWING NO:NO. DATE ISSUANCEARCHITECTSTRUCTURAL ENGINEERMEP ENGINEERHandel Architects, LLP120 Broadway, 6th FloorNew York, NY 10271T: 212.595.4112OWNERCornell UniversityIthaca, NY 14850LANDSCAPE DESIGNSilman32 Old Slip, 10th FloorNew York, NY 10005T: 212.620.7970M/E Engineering, P.C300 Trolley BoulevardRochester, NY 14606T: 585.288.5590Trowbridge Wolf Michaels (TWMLA)1001 West Seneca Street, Suite 201Ithaca, NY 14850T: 607.277.1400SITE / CIVIL ENGINEERTG Miller, P.C605 W State Street, Suite AIthaca, NY 14850T: 607.272.6477 F: 607.273.6322CODE CONSULTANTCCI, PC215 West 40th Street, 10th FloorNew York, NY 10018T: 212.216.9596GEOTECH & ENVIRONMENTAL ENGINEERLangan Engineering, D.P.C21 Penn Plaza,360 West 31st Street, 8th FloorNew York, NY 10001T: 212.479.5516 F: 212.479.5444All Rights ReservedDrawing: p:\e20-11 cu statler\CADD\Drawings\C602 WZTC.dwgC Handel Architects LLP 2020Statler HotelCornell UniversityIthaca, NYFACADE ENGINEERSEOC & Partners LLC26 Broadway, Suite 1306New York, NY 10004T: 646.756.4731FACADE ENGINEERSVidaris, Inc360 Park Avenue S., Fl 15New York, NY 10010T: 212.689.538903/18/2021 100% CD SET--WORK ZONE TRAFFICCONTROL PLANSEQUENCE 1C601
1487/E20-11 (TGM)CAMPUS ROADSTATLER DRIVEEAST AVENUEKEY PLANPROJECT NO:SCALEDRAWING TITLE.:SEAL & SIGNATUREDRAWING NO:NO. DATE ISSUANCEARCHITECTSTRUCTURAL ENGINEERMEP ENGINEERHandel Architects, LLP120 Broadway, 6th FloorNew York, NY 10271T: 212.595.4112OWNERCornell UniversityIthaca, NY 14850LANDSCAPE DESIGNSilman32 Old Slip, 10th FloorNew York, NY 10005T: 212.620.7970M/E Engineering, P.C300 Trolley BoulevardRochester, NY 14606T: 585.288.5590Trowbridge Wolf Michaels (TWMLA)1001 West Seneca Street, Suite 201Ithaca, NY 14850T: 607.277.1400SITE / CIVIL ENGINEERTG Miller, P.C605 W State Street, Suite AIthaca, NY 14850T: 607.272.6477 F: 607.273.6322CODE CONSULTANTCCI, PC215 West 40th Street, 10th FloorNew York, NY 10018T: 212.216.9596GEOTECH & ENVIRONMENTAL ENGINEERLangan Engineering, D.P.C21 Penn Plaza,360 West 31st Street, 8th FloorNew York, NY 10001T: 212.479.5516 F: 212.479.5444All Rights ReservedDrawing: p:\e20-11 cu statler\CADD\Drawings\C603 WZTC.dwgC Handel Architects LLP 2020Statler HotelCornell UniversityIthaca, NYFACADE ENGINEERSEOC & Partners LLC26 Broadway, Suite 1306New York, NY 10004T: 646.756.4731FACADE ENGINEERSVidaris, Inc360 Park Avenue S., Fl 15New York, NY 10010T: 212.689.538903/18/2021 100% CD SET--C602WORK ZONE TRAFFICCONTROL PLANSEQUENCE 2
SITEDEMOLITIONPLANL-1011487CAMPUS ROADSTATLER DRIVEEAST AVENUEKEY PLANPROJECT NO:SCALEDRAWING TITLE.:SEAL & SIGNATUREDRAWING NO:NYC DOB NO:NO. DATE ISSUANCEARCHITECTSTRUCTURAL ENGINEERMEP ENGINEERHandel Architects, LLP120 Broadway, 6th FloorNew York, NY 10271T: 212.595.4112OWNERCornell UniversityIthaca, NY 14850LANDSCAPE DESIGNSilman32 Old Slip, 10th FloorNew York, NY 10005T: 212.620.7970M/E Engineering, P.C300 Trolley BoulevardRochester, NY 14606T: 585.288.5590Trowbridge Wolf Michaels (TWMLA)1001 West Seneca Street, Suite 201Ithaca, NY 14850T: 607.277.1400SITE / CIVIL ENGINEERTG Miller, P.C605 W State Street, Suite AIthaca, NY 14850T: 607.272.6477 F: 607.273.6322CODE CONSULTANTCCI, PC215 West 40th Street, 10th FloorNew York, NY 10018T: 212.216.9596GEOTECH & ENVIRONMENTAL ENGINEERLangan Engineering, D.P.C21 Penn Plaza,360 West 31st Street, 8th FloorNew York, NY 10001T: 212.479.5516 F: 212.479.5444All Rights ReservedDrawing: T:\PROJECTS\Cornell University Statler Hotel Main Entrance 20002\ACAD\20002 STATLER_DEMO.dwgC Handel Architects LLP 2020Statler HotelCornell UniversityIthaca, NYFACADE ENGINEERSEOC & Partners LLC26 Broadway, Suite 1306New York, NY 10004T: 646.756.4731FACADE ENGINEERSVidaris, Inc360 Park Avenue S., Fl 15New York, NY 10010T: 212.689.5389MARCH 18,2021 100% CDKEY MATERIALASPHALT PAVING TO BE REMOVEDCONCRETE PAVEMENT OR PAVERS TO BE REMOVEDVEGETATION TO BE REMOVEDTREE PROTECTION FENCECURB TO BE REMOVEDLIGHT POLE TO BE REMOVEDDEMOLITION LEGENDSIGN, BOLLARD, HYDRANT, OR SITE FEATURE TO BEREMOVEDTREE TO BE REMOVEDDEMOLITION NOTES1. CONSTRUCTION FENCING TO BE INSTALLED AS NECESSARY TO PROTECTPEDESTRIANS, CONTROL VEHICULAR TRAFFIC AND PROTECT ON-SITECONSTRUCTION MATERIALS.2. PROVIDE SEDIMENTATION CONTROLS AT ALL EXISTING CATCH BASINSAFFECTED BY NEW CONSTRUCTION. SEE CIVIL EROSION AND SEDIMENTCONTROL PLANS AND SPECS.3. SEE CIVIL PLANS FOR UTILITY REMOVALS.4. SEE ELECTRICAL REMOVAL PLAN FOR SITE ELECTRICAL REMOVALS.5. BASE MATERIAL IN AREAS TO RECEIVE ASPHALT OR CONCRETE TO BEREMOVED TO SUB-GRADE ELEVATIONS AS REQUIRED TO ACCOMMODATE NEWBASE COURSE.6. PROTECT ALL SURFACE AND SUBSURFACE UTILITIES TO REMAIN DURINGDEMOLITION WORK.7. ALL REMOVED/DEMOLISHED MATERIAL SHALL BECOME CONTRACTOR'SPROPERTY AND REMOVED FROM SITE, UNLESS NOTED OTHERWISE. OWNERTO RESERVE RIGHT OF FIRST REFUSAL ON ALL DEMOLISHED MATERIAL.8. PRIOR TO START OF WORK, CONTACT OWNER FOR REMOVAL & STORAGE OFPLANT MATERIAL DESIGNATED TO BE RELOCATED ELSEWHERE ON CAMPUS.9. PROTECT EXISTING TREES TO REMAIN. DO NOT STORE EQUIPMENT ORMATERIALS WITHIN THE DRIP LINE OF TREES.10. PROTECT BENCHMARKS.ADD ALTERNATE 3SAWCUT LINECONTRACT LIMIT LINE00 10' 20'00 10' 20'CONCRETE PAVEMENT TO BE REMOVED, TYPCANOPY, COLUMNS, AND FOOTINGS TO BE REMOVED; SEE ARCHVEGETATION TO BE REMOVED; SEE NOTESGRANITE BOLLARD TO BE REMOVED; TYP OF (2)ASPHALT TO BE REMOVEDSAWCUT LINE, TYPVEGETATION TO BE REMOVEDLIGHT FIXTURE TO BE REMOVEDPROTECT EXISTING LIGHT FIXTUREPROTECT EXISTING LIGHT FIXTURETREE TO BE REMOVED;TYP OF (4); SEE NOTESSEE CIVIL FOR REMOVAL AND RELOCATION OF DRAIN INLETSSAWCUT CONCRETE AT NEARESTEXPANSION OR CONTROL JOINT, TYPVEGETATION TO BE REMOVEDTREE PROTECTION FENCE; TYPLIMITS OF ADD ALTERNATE 3CONTRACT LIMIT LINE;PROTECT EXISTING CURBLINE WITHIN ADD ALTERNATE 3UNLESS ADDITIONAL WORK IS ACCEPTEDALL WORK THIS AREA CONSIDERED PART OF ADD ALTERNATE 3;PROTECT EXISTING CURBLINE AND ALL BACK-OF-CURB CONDITIONSUNLESS ADD ALTERNATE 3 IS ACCEPTEDREFER TO CIVIL DRAWINGS FOR UTILITY DEMOLITION; TYPPROTECT EXISTING SIGNSSEE CIVIL FOR REMOVAL OF LIGHT BOLLARDS, TYP OF (4)SIDEWALK PANEL TO BE REMOVED AS NEEDED FOR UTILITY REPLACEMENT; SAWCUT AT NEAREST JOINT; REFER TO CIVILCOORDINATE SELECTIVE SIDEWALK DEMOLITION FOR UTILITIES REPLACEMENT WITH CIVILCOORDINATE SELECTIVE SIDEWALK DEMOLITIONFOR UTILITIES REPLACEMENT WITH CIVILREMOVE FLUSH GRANITE CURBREMOVE GRANITE CURB; TYPLIGHT FIXTURE TO BE REMOVEDPAVERS AND CONCRETE BASE TO BE REMOVED
SAWCUT LINE12L-501MONUMENTALGRANITE CURB3L-502QUARRY BLOCK SLAB; TYP OF (2);THREE (3) 3'-0" SEGMENTS, BUTT JOINTS9L-501ASPHALT PATCH13L-501FLUSH GRANITE CURB2L-501HEAVY DUTY CONCRETE PAVEMENTLANDSCAPE LIGHTING; SEE ELECTRICAL14L-501TEMPLATE-SANDBLASTEDCONCRETE PAVING PATTERN11L-501 GRANITE CURB1L-501MEDIUM DUTY CONCRETE PAVEMENT2L-501HEAVY-DUTY CONCRETE PAVEMENTCENTER LAYOUT ON DOORWAY8'-6"± 6'-0"±43'-0"21'-0"3'-0"±43'-3"CENTER WALKWAY ON NEW DOORWAYCAST IRONDETECTABLE WARNING PLATES5L-501PIN AT BUILDING THRESHOLDL5021R5'-0"R5'-0"R20'-0"R3'-0"R3'-0"10L-501ADA CURB RAMPCANOPY ABOVE; SEE ARCH.24" DEPTH PLANTING SOIL THROUGHOUT GARDEN℄℄℄13'-0"6'-0"8'-6"R6'-0"R6'-0"6'-0"5'-0"R3'-0"R1'-6"6'-3"21'-0"30'-0"1'-6"ALIGN FACE OF QUARRY BLOCK WALL WITH COLUMNLIMITS OF ADD ALTERNATE 3;NO WORK THIS AREA UNLESS ADDALTERNATE 3 IS ACCEPTEDCONTRACT LIMIT LINEEXISTING CURB TO REMAINUNLESS ADD ALTERNATE 3 IS ACCEPTEDR45'-0"R20'-0"R20'-0"R45'-0"SPACE SCORE JOINTS 10' O.C. TYP±10'-7"VIF26'-5"3'-0"20'-0"±8'-6"5'-0"10'-0"ALIGN 18" RIVER ROCK BAND WITH QUARRY BLOCK, TYP6'-3"3'-0"MATCH RADIUS TO ADJACENT EXISTING CURB;±21'-0"BASE BID: CONCRETE PAVING;ADD ALTERNATE 4:PERMEABLE PAVERS IN LIEU OFCONCRETE PAVINGR1'-6"±24'-7"1'-0"2'-0"2'-0"3'-0" TYP3'-3"3'-3"8L-501HD TEMPLATE-SANDBLASTEDCONCRETE PAVEMENT W/SNOWMELT7L-501MD TEMPLATE-SANDBLASTEDCONCRETE PAVEMENT W/ SNOWMELT28'-6"6L-502BICYCLE RACKS(3 QTY)CENTER 18" RIVER ROCK BAND BETWEEN QUARRY BLOCKSALIGN EDGE OF WALKWAY TO WALLALIGN TEMPLATE-SANDBLASTED CONCRETE WITH CORNER OF BUILDING1L-5012'x3' MEDIUM DUTY CONCRETE PAD;CENTER ON COLUMN;ALIGN TO EDGE OF RIVER ROCK BANDQUARRY BLOCK WALL: 5' MIN. SEGMENTS; BUTT JOINTS;SQUARE SEGMENTS AT CORNERS; MATCH BATTER BOTH SIDESALIGN 18" RIVER ROCK BAND WITH INSIDE FACE OF QUARRY BLOCK WALL1'-6"3'-6"1'-6"4'-8"1'-6"4'-8"1'-6"5'-0"CORE FLUSH CURB AS NEEDED FORHYDRONIC SNOWMELT IN DRIVE LANESKEY MATERIALCONCRETE PAVINGHEAVY DUTY CONCRETE PAVINGRAIN GARDEN WITH 24" DEPTH PLANTING SOILSAWCUT LINESITE LAYOUTANDMATERIALSL-2011. GENERAL CONTRACTOR SHALL NOTIFY ALL UTILITY OWNERS HAVINGUNDERGROUND UTILITIES ON SITE PRIOR TO EXCAVATION. CONTRACTOR SHALLCONTACT UTILITY LOCATING COMPANY AND LOCATE ALL UTILITIES PRIOR TOANY EXCAVATION.2. VERIFY DIMENSIONS AND ACCEPT CONDITIONS BEFORE PROCEEDING WITHWORK. REPORT DISCREPANCIES TO LANDSCAPE ARCHITECT BEFOREPROCEEDING.3. DO NOT SCALE BY MEASURING DRAWINGS.4. WALKS, DRIVES, CURBS AND PARKING TO BE STAKED OUT IN THE FIELD BY ALICENSED SURVEYOR.5. DIMENSIONS TO WALLS, CURBS, AND OTHER FEATURES ARE TO EXPOSED FACESUNLESS OTHERWISE NOTED.6. DIMENSIONS ARE PARALLEL AND PERPENDICULAR TO THE BUILDING FACE ATTHE HOTEL ENTRY.GENERAL NOTESMATERIALS LEGENDADD ALTERNATE 3CONTRACT LIMIT LINE1487CAMPUS ROADSTATLER DRIVEEAST AVENUEKEY PLANPROJECT NO:SCALEDRAWING TITLE.:SEAL & SIGNATUREDRAWING NO:NYC DOB NO:NO. DATE ISSUANCEARCHITECTSTRUCTURAL ENGINEERMEP ENGINEERHandel Architects, LLP120 Broadway, 6th FloorNew York, NY 10271T: 212.595.4112OWNERCornell UniversityIthaca, NY 14850LANDSCAPE DESIGNSilman32 Old Slip, 10th FloorNew York, NY 10005T: 212.620.7970M/E Engineering, P.C300 Trolley BoulevardRochester, NY 14606T: 585.288.5590Trowbridge Wolf Michaels (TWMLA)1001 West Seneca Street, Suite 201Ithaca, NY 14850T: 607.277.1400SITE / CIVIL ENGINEERTG Miller, P.C605 W State Street, Suite AIthaca, NY 14850T: 607.272.6477 F: 607.273.6322CODE CONSULTANTCCI, PC215 West 40th Street, 10th FloorNew York, NY 10018T: 212.216.9596GEOTECH & ENVIRONMENTAL ENGINEERLangan Engineering, D.P.C21 Penn Plaza,360 West 31st Street, 8th FloorNew York, NY 10001T: 212.479.5516 F: 212.479.5444All Rights ReservedDrawing: T:\PROJECTS\Cornell University Statler Hotel Main Entrance 20002\ACAD\20002 STATLER_LAYOUT.dwgC Handel Architects LLP 2020Statler HotelCornell UniversityIthaca, NYFACADE ENGINEERSEOC & Partners LLC26 Broadway, Suite 1306New York, NY 10004T: 646.756.4731FACADE ENGINEERSVidaris, Inc360 Park Avenue S., Fl 15New York, NY 10010T: 212.689.5389MARCH 18,2021 100% CD00 10' 20'00 10' 20'
1.8%1.5%1.8%
1.5%1.5%1.85%
1.5%
1.78%825825825
824.51%825824.5826825
825824.56%1%3.5%825.5826
825825.5824.99824.97824.97825.00825.00TC/BC 824.87TC/BC 824.81TC 825.42BC 824.92825.65RIM 824.68TC 825.13BC 824.63TC 824.86BC 824.36RIM 824.11TC 825.00BC 824.50825.38TC 825.23BC 824.73TC 825.17BC 824.84TC 825.84BC 825.51TC 825.85BC 825.52TC 825.63BC 825.13TC 826.23BC 825.73TC 826.00BC 825.50RIM 825.39TC/BC825.69MATCH EXISTING±TC/BC 824.69TC/BC 825.8TC 825.21BC 824.71TC/BC 826.3BC 826MATCH EXISTINGTC ± 827.15BC ± 826.65TC 825.80BC 825.30RIM 824.28825.1EE825.1825.1824.83EE 825.93BW 825.85BW 825.85TC/BC ±825.69TC 826.35BC 825.85TC 825.17BC 824.67TC 825.84BC 825.34TC 825.85BC 825.35RIM 824.85TC 826.45BC 826.12TC 826.45BC 825.95TC/BC 824.80TC 825.20BC 824.70TC 826.00BC 825.5MATCH EXISTING±825.15MATCH EXISTING±824.82MATCH EXISTING±824.82MATCH EXISTING±824.67MATCH EXISTING±824.43 BC 824.38MATCH EXISTINGTC ±823.69BC ±823.26TC 825.15BC 824.65824.74TC 825.30BC 824.80824.80825.15MATCH EXISTING ±824.71MATCH EXISTING ±824.40825.27825.29MATCH EXISTINGLP ±824.12825.81TC 825.79BC 825.29MATCH EXISTING± 827.28MATCH EXISTING± 827.27RIM 824.60TC 825.00BC 824.50TC 825.29BC 824.96TC 825.36BC 825.03TC 824.79BC 824.29TC 826.23BC 825.90TC 826.30BC 825.972.3%
2.5%2.2%TC 825.74BC 825.24TC/BC825.39TC/BC825.59TC 826.72BC 826.22TC826.46BC 825.96TC 826.34BC 825.84MATCH EXISTINGTC ± 826.63BC ± 826.06MATCH EXISTINGTC/BC ± 826.998261.65%1.6%1.5%TC 826.93BC 826.43825.54TC 826.52BC 826.02825.16EE825.1825.02825.03825.12LP 824.96825.85825.76825.70825.68825.89LIMITS OF ADD ALTERNATE 3;NO WORK THIS AREA UNLESSADD ALTERNATE 3 IS ACCEPTEDCONTRACT LIMIT LINEEXISTING CURB TO REMAIN UNLESSADD ALTERNATE 1 IS ACCEPTED824.15824.02824.26824.13MATCH EXISTINGSITE GRADINGL-3011487CAMPUS ROADSTATLER DRIVEEAST AVENUEKEY PLANPROJECT NO:SCALEDRAWING TITLE.:SEAL & SIGNATUREDRAWING NO:NYC DOB NO:NO. DATE ISSUANCEARCHITECTSTRUCTURAL ENGINEERMEP ENGINEERHandel Architects, LLP120 Broadway, 6th FloorNew York, NY 10271T: 212.595.4112OWNERCornell UniversityIthaca, NY 14850LANDSCAPE DESIGNSilman32 Old Slip, 10th FloorNew York, NY 10005T: 212.620.7970M/E Engineering, P.C300 Trolley BoulevardRochester, NY 14606T: 585.288.5590Trowbridge Wolf Michaels (TWMLA)1001 West Seneca Street, Suite 201Ithaca, NY 14850T: 607.277.1400SITE / CIVIL ENGINEERTG Miller, P.C605 W State Street, Suite AIthaca, NY 14850T: 607.272.6477 F: 607.273.6322CODE CONSULTANTCCI, PC215 West 40th Street, 10th FloorNew York, NY 10018T: 212.216.9596GEOTECH & ENVIRONMENTAL ENGINEERLangan Engineering, D.P.C21 Penn Plaza,360 West 31st Street, 8th FloorNew York, NY 10001T: 212.479.5516 F: 212.479.5444All Rights ReservedDrawing: T:\PROJECTS\Cornell University Statler Hotel Main Entrance 20002\ACAD\20002 STATLER_GRADING.dwgC Handel Architects LLP 2020Statler HotelCornell UniversityIthaca, NYFACADE ENGINEERSEOC & Partners LLC26 Broadway, Suite 1306New York, NY 10004T: 646.756.4731FACADE ENGINEERSVidaris, Inc360 Park Avenue S., Fl 15New York, NY 10010T: 212.689.5389MARCH 18,2021 100% CDGRADING LEGENDFFEEETWBWCOTCBCMAJOR PROPOSED CONTOUREXISTING CONTOURMINOR PROPOSED CONTOURFINISH FLOOR ELEVATIONENTRY ELEVATIONTOP OF WALLBOTTOM OF WALLCLEAN OUT RIM ELEVATIONTOP OF CURBBOTTOM OF CURBSPOT ELEVATIONGRADING NOTES1. ALL EXISTING STRUCTURES, UNLESS OTHERWISE NOTED TOREMAIN, FENCING, TREES, ETC., WITHIN CONSTRUCTION AREASHALL BE REMOVED & DISPOSED OF OFF SITE.2. GENERAL CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIESHAVING UNDERGROUND UTILITIES ON SITE OR IN RIGHT-OF-WAYPRIOR TO EXCAVATION. CONTRACTOR SHALL CONTACT UTILITYLOCATING COMPANY AND LOCATE ALL UTILITIES PRIOR TOGRADING START.3. SITE GRADING SHALL NOT PROCEED UNTIL EROSION CONTROLMEASURES HAVE BEEN INSTALLED.4. GRADING AROUND EXISTING TREES TO BE MINIMIZED. CORNELLHAS TREE PROTECTION STANDARDS THAT ARE TO BEIMPLEMENTED AND ADHERED TO.5. MINIMIZE IMPACT TO EXISTING, REMAINING LANDSCAPE WHILEEXCAVATING. GREAT CARE IS TO BE TAKEN TO AVOID DISTURBINGROOTS OF EXISTING TREES. HAND EXCAVATION WILL BEREQUIRED WHERE EXISTING TREE ROOTS ARE PRESENT.6. ALL EXISTING UTILITY COVERS AND GRATES WITHIN THE AREA OFDISTURBANCE ARE TO BE ADJUSTED TO MEET PROPOSEDGRADES.7. MATCH EXISTING GRADE AT ALL EDGES WHERE PROJECT WORKMEETS EXISTING SITE.8. SEE ELECTRICAL DRAWINGS FOR PROPOSED UTILITIES.9. ALL WALKWAYS TO HAVE A MAXIMUM 2% CROSS SLOPE.10. ALL ADA ACCESSIBLE ROUTES INDICATED ON PLANS TO HAVE AMAXIMUM 5% RUNNING SLOPE AS REQUIRED BY CODE.826.52CONTRACT LIMIT LINEADD ALTERNATE 3PROPOSED HALF CONTOUR00 10' 20'00 10' 20'
27CoAs122SpGE28BtLg28AmLs20BtCc20CaDi8BtCc9CaDi10BtCc13HaMaLIMITS OF ADD ALTERNATE 3;NO WORK THIS AREA UNLESSADD ALTERNATE 3 IS ACCEPTED.CONTRACT LIMIT LINEPLANTING PLANL-4011487CAMPUS ROADSTATLER DRIVEEAST AVENUEKEY PLANPROJECT NO:SCALEDRAWING TITLE.:SEAL & SIGNATUREDRAWING NO:NYC DOB NO:NO. DATE ISSUANCEARCHITECTSTRUCTURAL ENGINEERMEP ENGINEERHandel Architects, LLP120 Broadway, 6th FloorNew York, NY 10271T: 212.595.4112OWNERCornell UniversityIthaca, NY 14850LANDSCAPE DESIGNSilman32 Old Slip, 10th FloorNew York, NY 10005T: 212.620.7970M/E Engineering, P.C300 Trolley BoulevardRochester, NY 14606T: 585.288.5590Trowbridge Wolf Michaels (TWMLA)1001 West Seneca Street, Suite 201Ithaca, NY 14850T: 607.277.1400SITE / CIVIL ENGINEERTG Miller, P.C605 W State Street, Suite AIthaca, NY 14850T: 607.272.6477 F: 607.273.6322CODE CONSULTANTCCI, PC215 West 40th Street, 10th FloorNew York, NY 10018T: 212.216.9596GEOTECH & ENVIRONMENTAL ENGINEERLangan Engineering, D.P.C21 Penn Plaza,360 West 31st Street, 8th FloorNew York, NY 10001T: 212.479.5516 F: 212.479.5444All Rights ReservedDrawing: T:\PROJECTS\Cornell University Statler Hotel Main Entrance 20002\ACAD\20002 STATLER_PLANTING.dwgC Handel Architects LLP 2020Statler HotelCornell UniversityIthaca, NYFACADE ENGINEERSEOC & Partners LLC26 Broadway, Suite 1306New York, NY 10004T: 646.756.4731FACADE ENGINEERSVidaris, Inc360 Park Avenue S., Fl 15New York, NY 10010T: 212.689.5389MARCH 18,2021 100% CDPLANT SCHEDULEKEYQTYTAXONOMICAL COMMON ROOT SIZE NOTESSHRUBS, PERENNIALS & ORNAMENTAL GRASSESAmLs 28Aronia melanocarpa 'UCONAMM165'Low Scape Mound Chokeberry#318" - 24"BtLg28Berberis thunbergii 'WorryFree Lemon' Lemon Glow Barberry#318" - 24"BtCc 38Berberis thunbergii 'UCONNBTCP4N'' Crimson Cutie Barberry#318" - 24"CaDi 20Callicarpa dichotoma 'Early Amethyst' Beautyberry#318" - 24"CoAs27Cornus sanguinea 'Cato' Arctic Sun Red Twig Dogwood#318" - 24"HaMa 13Hakonechloa macra 'Aureola'Japanese Forest Grass#318" - 24"SpGE122Spiraea japonica 'Golden Elf'Japanese Spiraea#16" - 9"SHRUBS & PERENNIALSEXISTING TREE TO REMAIN1. ALL PLANTING BEDS TO BE PREPARED AS SPECIFIED: SHRUB BEDS TO BEPREPARED IN THEIR ENTIRETY WITH 24" OF PLANTING SOIL MIX. TREE PITS TO BEDUG TO DEPTH OF ROOTBALL BY 3X THE DIAMETER.2. AFTER BEDS ARE PREPARED, THE LANDSCAPE CONTRACTOR IS TO LOCATETREES, SHRUBS AND PERENNIALS AS SHOWN ON PLANS. TREE, SHRUB ANDPERENNIAL LOCATIONS ARE TO BE APPROVED BY LANDSCAPE ARCHITECTBEFORE THEY ARE PLANTED.3. NO PLANTS ARE TO BE PLANTED UNDER ROOF OVERHANGS OR CANOPIES.4. ALL TREES AND PLANTS TO COMPLY WITH APPLICABLE REQUIREMENTS OF ANSI260.1 "AMERICAN STANDARD FOR NURSERY STOCK".5. MAINTAIN AND WARRANTY ALL LIVING PLANT MATERIAL AS PER SPECIFICATIONS.6. ALL DISTURBED AREAS THAT ARE NOT SHOWN AS PAVED OR PLANTED ARE TOBE SEEDED AS LAWN PER SPECIFICATION.PLANTING NOTESLEGENDCONTRACT LIMIT LINEADD ALTERNATE 3KEY MATERIAL00 10' 20'00 10' 20'
NOTES:1. SEE PLANS FOR CONTROL JOINTS, EXPANSION JOINTS (EJ), LAYOUT WIDTHS AND RADII.2. CONCRETE TO HAVE 5000 PSI COMPRESSIVE STRENGTH AT 28 DAYS, 6% AIR ENTRAINMENT(+/- 1%), MAX.W/C=0.40.3. USE VIBRATORY SCREED DURING PLACEMENT IN CONFORMANCE WITH ACI 309, LATEST EDITION.4. AFTER SURFACE SHEEN IS GONE, THE CONCRETE SURFACE SHALL BE CURED BY KEEPING CONCRETECONTINUOUSLY WET FOR 7 DAYS MINIMUM. CONCRETE COVER NOT TO TOUCH CURING CONCRETE SURFACEAND BE SUSPENDED ABOVE.5. SEAL ALL EXPOSED CONCRETE WITH PENETRATING SEALER AT COMPLETION OF WET CURE IN ACCORDANCEWITH MANUFACTURER'S RECOMMENDATIONS.8"Scale: 1"=1'-0"MEDIUM DUTY CONCRETE (CORNELL STANDARD)15"6"8" COMPACTED TYPE 2 SUBBASE,NYSDOT ITEM #304.12COMPACTED SUBGRADE5000 PSI FIBER REINFORCED CONCRETENOTES:1. SEE PLANS FOR LOCATION AND TYPE OF JOINTS.2. OVERLAP MESH SHEETS 1'-0" MIN.3. EXPANSION JOINTS TO BE LOCATED EVERY 24' O.C.MIN UNLESS OTHERWISE NOTED ON PLANSTJ EJScale: 1"=1'-0"CONCRETE JOINTS31/2" EXPANSION JOINT (EJ) ANDCLOSED-CELL FOAM FILLER ANDJOINT SEALANT1/2" EPOXY COATED SMOOTH DOWELx 18" W/ PLASTIC SLEEVE AT 18" O.C.1" DEEP SAWNCONTROL JOINTNOTE:1. 1/4" RECESS AT BUILDING THRESHOLDScale: 1"=1'-0"PIN AT BUILDING THRESHOLD54"1'-6"±10"VIFCONCRETE PAVEMENT AT BUILDINGTHRESHOLDSBUILDING FACEGREENSTREAK SPEED DOWEL AT 16"O.C. GREASE AS NEEDED AND CASTINTO FOUNDATION WALL.BUILDING FOUNDATIONEXPANSION JOINT2" RIGID FOAM INSULATION; SEE MEPHYDRONIC SNOW MELT SYSTEM TIED TOWWF; SEE MEP FOR LOCATIONS ANDDETAILS1'=1'-0"ASPHALT PATCH 91'-6"EXISTING PAVEMENTNEW PAVEMENTSAWCUT RESURFACE LIMIT LOCATIONAS SHOWN ON PLANSEXISTING ASPHALTEXISTING SUBBASESURFACE COURSEBINDER COURSEEXISTING SUBGRADEMILLED PAVEMENT REBATE,1.5" MIN. X 18"NEW COMPACTED SUBBASECLEAN AND APPLY TACK COAT,INCLUDING VERTICAL SURFACES, PRIORTO OVERLAY TO IMPROVE BONDINGNOTES:1. RADIUS CURBING SHALL BE USED ON ALL RADII LESS THAN 100 FEET.6"Scale: 1"=1'-0"GRANITE CURB (CORNELL STANDARD)111'-4"3"5"9"6"6"ELEVATIONPLANADJACENT PAVINGADJACENT PAVEMENT OR LAWNTYPE "C" GRANITE CURBING5"X16", SAWN TOP SPLIT FACE (4'MINIMUM LENGTH)LEAN CONCRETE CONTINUOUS FULLLENGTH OF CURBDRY CONCRETE MIX AS CURBBEDDINGCOMPACTED NYSDOT TYPE 4SUBBASEUNDISTURBED EARTH"LEAN" CONCRETE CONTINUOUSFULL LENGTH OF CURBUSE FLEXIBLE CAULK AT 150'INTERVALS FOR EXPANSION, OTHERJOINTS < 18" GAP"LEAN" CONCRETE CONTINUOUSFULL LENGTH OF CURBGRANITE CURBNOTES:1. SEE PLANS FOR LOCATION AND TYPE OF SCORE JOINTS.2. BROOM PERPENDICULAR TO LINE OF TRAFFIC.3. MEDIUM BROOM FINISH ON ALL CONCRETE EXCEPT BENEATH THECANOPY.4. LIGHT BROOM FINISH ON CONCRETE BENEATH THE CANOPY.Scale: 3/4"=1'-0"CONCRETE BROOM FINISH DETAIL4WIDTH AS SHOWN ON PLANWIDTH AS SHOWN ON PLANLIGHT OR MEDIUM BROOM FINISH PERPLAN. BROOM PERPENDICULAR TOLINE OF TRAFFICSAWN CONTROL JOINTS4"WIDTH AS SHOWN ON PLANScale: 1"=1'-0"PERMEABLE PAVERS (ADD ALT 4)61'-0"POROUS CONCRETE1" GRAVEL SETTING BED (AASHTO #89)PAVER JOINTS WITH 14" OPEN GRADEDANGULAR WASHED GRAVEL FILL (AASHTO #9)GRANITE UNIT PAVERSDRAINAGE STONECOMPACTED SUBGRADEUNDERDRAIN; SEE CIVILScale: 1/4"=1'-0"ADA CURB RAMP10± 8' TYPPITCH 1:14(1:12) MAXNOTES:1. SEE LAYOUT PLAN FOR LOCATION AND DIMENSION OF CURB RAMPS2. GRADE CHANGES TO BE SMOOTH AND EVENLY PITCHED.8'-6" TYPSEE PLAN141ISOMETRIC VIEW N.T.S.PLAN8' TYP.1148'-6" TYP.6"DETECTABLE WARNINGS - SEE SPECS.ADJACENT PAVEMENTNOTES:1. SEE PLANS FOR CONTROL JOINTS, EXPANSION JOINTS (EJ), LAYOUT WIDTHS AND RADII.2. CONCRETE TO HAVE 5000 PSI COMPRESSIVE STRENGTH AT 28 DAYS, 6% AIR ENTRAINMENT(+/- 1%), MAX.W/C=0.40.3. USE VIBRATORY SCREED DURING PLACEMENT IN CONFORMANCE WITH ACI 309, LATEST EDITION.4. AFTER SURFACE SHEEN IS GONE, THE CONCRETE SURFACE SHALL BE CURED BY KEEPING CONCRETECONTINUOUSLY WET FOR 7 DAYS MINIMUM. CONCRETE COVER NOT TO TOUCH CURING CONCRETE SURFACEAND BE SUSPENDED ABOVE.5. SEAL ALL EXPOSED CONCRETE WITH PENETRATING SEALER AT COMPLETION OF WET CURE IN ACCORDANCEWITH MANUFACTURER'S RECOMMENDATIONS.1'-0"Scale: 1"=1'-0"HEAVY DUTY CONCRETE26"6"12" COMPACTED TYPE 2 SUBBASE,NYSDOT ITEM #304.12COMPACTED SUBGRADE5000 PSI FIBER REINFORCED CONCRETENOTES:1. RADIUS CURBING SHALL BE USED ON ALL RADII LESS THAN 100 FEET.Scale: 1"=1'-0"MONUMENTAL GRANITE CURB121'-4"3"3"3"1'3"ADJACENT PAVINGGRANITE CURB 3" BEVELED FACE, 3"DOWN FROM SAWN TOPLEAN CONCRETE CONTINUOUS FULLLENGTH OF CURBDRY CONCRETE MIX AS CURBBEDDINGCOMPACTED NYSDOT TYPE 4SUBBASEUNDISTURBED EARTHScale: 1"=1'-0"FLUSH GRANITE CURB (CORNELL STANDARD)13NOTES:1. RADIUS CURBING SHALL BE USED ON ALL RADII LESSTHAN 100 FEET AS INDICATED ON LAYOUT PLAN.1'-0"5"3"9"6"6"ADJACENT PAVINGFLUSH GRANITE CURB W/ SAWN & THERMALTOP AND FACESADJACENT PAVINGLEAN CONCRETE CONTINUOUS FULL LENGTHOF CURBDRY CONCRETE MIX AS CURB BEDDINGCOMPACTED NYSDOT TYPE 4 SUBBASEUNDISTURBED EARTHCROSS SLOPE AS SHOWNON GRADING PLANScale: 1"=1'-0"MEDIUM DUTY CONCRETE PAVEMENT W/ GLYCOL SNOWMELT7WIDTH AS SHOWN ON PLAN6"5"8"1. SEE PLANS FOR CONTROL JOINTS, EXPANSION JOINTS (EJ), LAYOUT WIDTHS AND RADII.2. USE VIBRATORY SCREED DURING PLACEMENT IN CONFORMANCE WITH ACI 309, LATEST EDITION.3. AFTER SURFACE SHEEN IS GONE, THE CONCRETE SURFACE SHALL BE CURED BY KEEPING CONCRETECONTINUOUSLY WET FOR 7 DAYS MINIMUM. CONCRETE COVER NOT TO TOUCH CURING CONCRETESURFACE AND BE SUSPENDED ABOVE.4. SEAL ALL EXPOSED CONCRETE WITH PENETRATING SEALER AT COMPLETION OF WET CURE INACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS.5. 2" MIN CONCRETE COVERAGE ON WWFHYDRONIC SNOW MELT SYSTEM TIED TOWWF; SEE MEP FOR LOCATIONS ANDDETAILS8" COMPACTED SUBBASECOMPACTED SUBGRADECONCRETE PAVEMENT MIX (5000 PSI AT 28DAYS)SET REGULARLY SPACED NONFERROUSBOLSTER CHAIRS AS REQUIREDGALVANIZED WELDED WIRE FABRICW2.9xW2.9x6/6 SET ON CHAIRS2" RIGID FOAM INSULATION; SEE MEPNOTES:1. SEE PLANS FOR CONTROL JOINTS, EXPANSION JOINTS (EJ), LAYOUT WIDTHS AND RADII.2. USE VIBRATORY SCREED DURING PLACEMENT IN CONFORMANCE WITH ACI 309, LATEST EDITION.3. AFTER SURFACE SHEEN IS GONE, THE CONCRETE SURFACE SHALL BE CURED BY KEEPING CONCRETECONTINUOUSLY WET FOR 7 DAYS MINIMUM. CONCRETE COVER NOT TO TOUCH CURING CONCRETESURFACE AND BE SUSPENDED ABOVE.4. SEAL ALL EXPOSED CONCRETE WITH PENETRATING SEALER AT COMPLETION OF WET CURE INACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS.5. 2" MIN. CONCRETE COVERAGE ON REBAR.6"1'-0"Scale: 1"=1'-0"HEAVY DUTY CONCRETE W/ GLYCOL SNOWMELT86"CONCRETE PAVEMENT MIX (5000 PSI AT 28DAYS)12" COMPACTED SUBBASECOMPACTED SUBGRADECROSS SLOPE AS SHOWNON GRADING PLANHYDRONIC SNOW MELT SYSTEM TIED TOWWF; SEE MEP FOR LOCATIONS ANDDETAILS2" RIGID FOAM INSULATION; SEE MEPGALVANIZED WELDED WIRE FABRICW2.9xW2.9x6/6 SET ON CHAIRSScale: 3/16"=1'-0"PAVING PATTERN: TEMPLATE-SANDBLASTED CONCRETE14NOTES:1. CONTRACTOR AND LANDSCAPE ARCHITECTTO ATTEND ON-SITE PRE-CONSTRUCTIONMEETING TO REVIEW SANDBLASTING LAYOUT.2. LAYOUT SHOWN IS APPROXIMATE; VERIFYAND ADJUST IN FIELD AS NECESSARYPENDING LANDSCAPE ARCHITECT'SAPPROVAL.3. CONCRETE IN ALL AREAS TO BESANDBLASTED TO BE CONSTRUCTED WITHGALVANIZED WWF AND NOT FIBERREINFORCEMENT.3'-0"4'-714"4'-714"2'-1058"±0'-14"±4'-5" TYP.±2'-2" TYP.±1'-6"BEGIN PATTERN 3'-0" FROM THRESHOLDTEMPLATE-SANDBLASTED FINISH IN BANDSLIGHT BROOM FINISHTERMINATE PATTERN AT FLUSH CURB WITHBAND OF LIGHT BROOM FINISH;APPROX 2'-8" WIDEMONUMENTAL GRANITE CURBRESUME PATTERN APPROX. 1'-6" FROM BACK OFCURBADJACENT BUILDINGCANOPY ABOVE; SEE ARCHTERMINATE PATTERN AT CANOPY BASECENTER SANDBLASTED BAND ON SCORE LINECENTER BAND ON SCORELINEEXPANSION JOINT BENEATH CANOPY EDGEBOTH SIDES;±13.5' FROM CENTER LINE8" X 54" BAND, TYP.16" X 18'-0" BAND, TYP.Scale: 1/8"=1'-0"PAVING PATTERN: PERMEABLE PAVERS (ADD ALT 4)15R20'-0"PLAN ENLARGEMENT: NTSPLAN: 18 "= 1'-0"RAIN GARDEN QUARRY BLOCK WALLQUARRY BLOCK SLAB, FLUSH WITH ADJACENT PAVINGGRANITE PAVER TYPE 1: STACKED BOND 4X4 STANSTEAD GRAY LAID IN ±12" BAND 3 COURSES WIDE AROUND RAIN GARDEN PERIMETERGRANITE PAVER TYPE 2: RUNNING BOND 8-14" X 8-14" FLAMED JET MISTAT EACH OF FOUR (4) CORNERS OF RAIN GARDEN, PLACE ONE (1) GRANITE PAVER TYPE 1& ONE (1) GRANITE PAVER TYPE 2: 8-14" X 8-14" FLAMED JET MIST PAVERFIELD OF 8-14" X 8-14" GRANITE PAVER TYPE 2 FLAMED JET MIST PAVERS;RUNNING BOND PATTERN PER ENLARGEMENT3-COURSE BAND OF GRANITE PAVER TYPE 1 AROUND RAIN GARDENCANOPY ABOVETEMPLATE-SANDBLASTED CONCRETE3'-0" MIN. LENGTHCURB PIECESBANDS OF 4X4 GRANITE PAVER TYPE 1;PATTERN TO MATCH ADJACENTSANDBLASTED CONCRETESITE DETAILSL-5011487CAMPUS ROADSTATLER DRIVEEAST AVENUEKEY PLANPROJECT NO:SCALEDRAWING TITLE.:SEAL & SIGNATUREDRAWING NO:NYC DOB NO:NO. DATE ISSUANCEARCHITECTSTRUCTURAL ENGINEERMEP ENGINEERHandel Architects, LLP120 Broadway, 6th FloorNew York, NY 10271T: 212.595.4112OWNERCornell UniversityIthaca, NY 14850LANDSCAPE DESIGNSilman32 Old Slip, 10th FloorNew York, NY 10005T: 212.620.7970M/E Engineering, P.C300 Trolley BoulevardRochester, NY 14606T: 585.288.5590Trowbridge Wolf Michaels (TWMLA)1001 West Seneca Street, Suite 201Ithaca, NY 14850T: 607.277.1400SITE / CIVIL ENGINEERTG Miller, P.C605 W State Street, Suite AIthaca, NY 14850T: 607.272.6477 F: 607.273.6322CODE CONSULTANTCCI, PC215 West 40th Street, 10th FloorNew York, NY 10018T: 212.216.9596GEOTECH & ENVIRONMENTAL ENGINEERLangan Engineering, D.P.C21 Penn Plaza,360 West 31st Street, 8th FloorNew York, NY 10001T: 212.479.5516 F: 212.479.5444All Rights ReservedDrawing: T:\PROJECTS\Cornell University Statler Hotel Main Entrance 20002\ACAD\20002 STATLER_DETAILS.dwgC Handel Architects LLP 2020Statler HotelCornell UniversityIthaca, NYFACADE ENGINEERSEOC & Partners LLC26 Broadway, Suite 1306New York, NY 10004T: 646.756.4731FACADE ENGINEERSVidaris, Inc360 Park Avenue S., Fl 15New York, NY 10010T: 212.689.5389MARCH 18,2021 100% CD
Scale: 1/4"=1'-0"PERENNIAL AND SHRUB PLANTING4NOTES:1. PLANT AT SAME DEPTH AS PREVIOUSLYPLANTED IN NURSERY OR CONTAINER2. PROVIDE COMPACTED BASE UNDER ROOTBALL ONLY TO PREVENT SETTLING24"MINSHREDDED BARK MULCH,EXTENT OF BEDLINE:x3" (75mm) FOR PERENNIALSAND BULBSUNTIE AND ROLL BACK BURLAPFROM MIN. 1/3 OF ROOT BALL.SYNTHETIC WRAP ISUNACCEPTABLE. CUT WIREBASKETS AND REMOVE.SPECIFIED PLANTING SOIL MIXSPADED BED EDGECOMPACTED BASEScale: NTSTREE PROTECTION FENCE (CORNELL STANDARD)5VARIES SEE PLAN*MEASURED 4.5' ABOVE GROUNDCRITICALROOTZONE.4.00'TREE AND ROOTPROTECTIONZONENO VEHICLESNO STORAGECRITICAL ROOT ZONEMULTIPLE TREES OR SHRUBSTREE DRIPLINECRITICAL ROOT ZONE:DIAMETER OF TRUNK IN INCHES*MULTIPLIED BY 1.5 FEET OR 5' OUTSIDEOF DRIPLINE, WHICHEVER IS GREATER4"X4" STAKES2"X6" (LENGTH VARIES)EXISTING TREE2"X6"USE 16 PENNY NAILSBOTTOM RAIL OPTIONGRADETREE GUARD4"X4" STAKESMAILBOX POST ANCHOR (TYP.)POST SIGN, 8.5"X11", "VEGETATION ANDSOIL PROTECTION ZONE, NO VEHICLES,NO STORAGE"TREE DRIPLINEScale: 1/2"=1'-0"DERO BICYCLE RACK (CORNELL STANDARD) 64"32" ABOVE MULCH2'-6"NOTES:1. BASIS OF DESIGN IS DERO "DOWNTOWNRACK" IN BLACK THERMOPLASTIC.2. 3 PER RAILDERO DOWNTOWN RACK; 3 PER RAIL2" MULCHTRENCH3" X 3" X 18" STEEL ANGLE WELDED TO PIPEFINISHED GRADEDERO DOWNTOWN RACK; 3 PER RAIL8" PT LANDSCAPE TIES; RATED FOR GROUND CONTACTMULCH PADTRENCH7'-4"2'-7"3'-0"29"ADJACENT WALKWAYScale: 1"=1'-0"RAIN GARDEN11'-6"1'-3"4"6"1'-6"TYP6"834"6"1121'-4"VARIESSECTION12X6" #4 REBAR STIRRUPS 12"O.C. WITH 3" MIN. COVERCOMPACTED SUBGRADE(4) #4 HORIZONTAL BARSCONTINUOUS WITH 3" MIN. COVERCOMPACTED SUBBASE; AT INTERFACE WITHCOLUMN FOOTING, DELETE SUBBASE ANDPLACE GRADE BEAM ATOP FOOTING; RESIZEGRADE BEAM TO ACHIEVE FLUSH TOPELEVATION OF QUARRY BLOCK.CONCRETE GRADE BEAMQUARRY BLOCK WALL; SAW CUT <18" JOINTS;1:12 BATTER ON OUTSIDE (FRONT) FACE;ROCK EXPOSED FACESUNDERDRAIN; SEE CIVILFILTER FABRIC ALL SIDES AND BOTTOM4" STEEL EDGING WITH 12" REVEAL; TYPDRAINAGE STONE24" DEPTH PLANTING SOILADJACENT PAVINGBATTER FACE TO MATCH COLUMN; APPROX. 1:123" RIVER ROCK DRAINAGE STRIP3'-3116"9"Scale: 1"=1'-0"QUARRY BLOCK SLAB 3FLUSH3' X 15'414"6"4"2"5"SECTIONRAIN GARDEN WALL BEYONDCOMPACTED SUBGRADECOMPACTED SUBBASEADJACENT PLANTING OR RIVER ROCKGRANITE QUARRY BLOCK SLAB, SPLITEXPOSED FACES; (3) 3'-0" SEGMENTS,SAWCUT BUTT JOINTS AND HIDDENFACES1" SAND SETTING BED5" FIBER REINFORCED CONCRETEADJACENT PAVINGScale: 1"=1'-0"RAIN GARDEN WALL AT CANOPY BASE2MATCH TO COLUMNONE (1) CONTINUOUS BLOCK; PITCH BLOCK ATBASE OF COLUMN TO DRAIN TOWARD RAINGARDEN; ALIGN ANGLE WITH DOWNSPOUTCANOPY BASESITE DETAILSL-5021487CAMPUS ROADSTATLER DRIVEEAST AVENUEKEY PLANPROJECT NO:SCALEDRAWING TITLE.:SEAL & SIGNATUREDRAWING NO:NYC DOB NO:NO. DATE ISSUANCEARCHITECTSTRUCTURAL ENGINEERMEP ENGINEERHandel Architects, LLP120 Broadway, 6th FloorNew York, NY 10271T: 212.595.4112OWNERCornell UniversityIthaca, NY 14850LANDSCAPE DESIGNSilman32 Old Slip, 10th FloorNew York, NY 10005T: 212.620.7970M/E Engineering, P.C300 Trolley BoulevardRochester, NY 14606T: 585.288.5590Trowbridge Wolf Michaels (TWMLA)1001 West Seneca Street, Suite 201Ithaca, NY 14850T: 607.277.1400SITE / CIVIL ENGINEERTG Miller, P.C605 W State Street, Suite AIthaca, NY 14850T: 607.272.6477 F: 607.273.6322CODE CONSULTANTCCI, PC215 West 40th Street, 10th FloorNew York, NY 10018T: 212.216.9596GEOTECH & ENVIRONMENTAL ENGINEERLangan Engineering, D.P.C21 Penn Plaza,360 West 31st Street, 8th FloorNew York, NY 10001T: 212.479.5516 F: 212.479.5444All Rights ReservedDrawing: T:\PROJECTS\Cornell University Statler Hotel Main Entrance 20002\ACAD\20002 STATLER_DETAILS.dwgC Handel Architects LLP 2020Statler HotelCornell UniversityIthaca, NYFACADE ENGINEERSEOC & Partners LLC26 Broadway, Suite 1306New York, NY 10004T: 646.756.4731FACADE ENGINEERSVidaris, Inc360 Park Avenue S., Fl 15New York, NY 10010T: 212.689.5389MARCH 18,2021 100% CD
PLANTERPLANTERPLANTERPLANTERPLANTERDNUPDNOPEN TOBELOWUPFITNESS458 SF105144 SF103OFFICE320 SF101CASH OFF.27 SF101C402 SF10036VESTIBULE169 SF10041LOBBY2545 SF1004044 SF1008512 SF101BCONCIERGE147 SF101A55 SF10019120 SF102B1794 SF10220 SF1007716 SF1007818 SF1007933 SF102ASTORAGE98 SF109COAT CHECK161 SF108181 SF10037290 SF10014154 SF1001357 SF110A1990 SF110141 SF115GOFFICE106 SF115D161 SF111AOFFICE183 SF115A248 SF107117H115J628 SF115F111 SF115250 SF111COFFICE116 SF115B1002135 SF1007235 SF10071218 SF1002010022677 SF10042193 SF111DNUPUPUP1526 SF10044PATIO22 SF10080117 SF11215 SF112A73 SF1008269 SF115K69 SF115K1004569 SF117G699 SF117107 SF117A169 SF115C92 SF117B114 SF117C114 SF117C46 SF117D102 SF10060106 SF117F46 SF10061172 SF1006340 SF1007321 SF1004738 SF107A430 SF10039158 SF1008145 SF118118 SF10012139 SF110B1/8" = 1'-0"1487CAMPUS ROADSTATLER DRIVEEAST AVENUEKEY PLANPRO ECT NO:SCALEDRAWING TITLE.:SEAL SIGNATUREDRAWING NO:NO. DATE ISSUANCEARCHITECTSTRUCTURAL ENGINEERMEP ENGINEERHandel Architects, LLP120 Broadway, 6th FloorNew York, NY 10271T: 212.595.4112OWNERCornell UniversityIthaca, NY 14850LANDSCAPE DESIGNSilman32 Old Slip, 10th FloorNew York, NY 10005T: 212.620.7970M/E Engineering, P.C300 Trolley BoulevardRochester, NY 14606T: 585.288.5590Trow ridge Wolf Michaels TWMLA 1001 West Seneca Street, Suite 201Ithaca, NY 14850T: 607.277.1400SITE / CIVIL ENGINEERTG Miller, P.C605 W State Street, Suite AIthaca, NY 14850T: 607.272.6477 F: 607.273.6322CODE CONSULTANTCCI, PC215 West 40th Street, 10th FloorNew York, NY 10018T: 212.216.9596GEOTECH ENVIRONMENTAL ENGINEERLangan Engineering, D.P.C21 Penn Plaza,360 West 31st Street, 8th FloorNew York, NY 10001T: 212.479.5516 F: 212.479.5444All Rights Reservedg_ _ gC Handel Architects LLP 2020Statler HotelCornell UniversityIthaca, NYFACADE ENGINEERSEOC Partners LLC26 Broadway, Suite 1306New York, NY 10004T: 646.756.4731WATERPROOFING Vidaris, Inc360 Park Avenue S., Fl 15New York, NY 10010T: 212.689.5389RE
DNUPUPUP1526 SF10044PATIO22 SF10080117 SF11215 SF112A73 SF1008269 SF115K69 SF115K1004569 SF117G699 SF117107 SF117A169 SF115C92 SF117B114 SF117C114 SF117C46 SF117D102 SF10060106 SF117F46 SF10061172 SF1006340 SF1007321 SF1004738 SF107A430 SF10039158 SF1008145 SF118118 SF10012139 SF110BPLANTERPLANTERPLANTERPLANTERPLANTERDNUPDNOPEN TOBELOWUPFITNESS458 SF105144 SF103OFFICE320 SF101CASH OFF.27 SF101C402 SF10036VESTIBULE169 SF10041LOBBY2545 SF1004044 SF1008512 SF101BCONCIERGE147 SF101A55 SF10019120 SF102B1794 SF10220 SF1007716 SF1007818 SF1007933 SF102ASTORAGE98 SF109COAT CHECK161 SF108181 SF10037290 SF10014154 SF1001357 SF110A1990 SF110141 SF115GOFFICE106 SF115D161 SF111AOFFICE183 SF115A248 SF107117H115J628 SF115F111 SF115250 SF111COFFICE116 SF115B1002135 SF1007235 SF10071218 SF1002010022677 SF10042193 SF111TYP.ARCHEDOPENING℄1'-6" MIN10110210326910111212141A-3011A-3021A-3031A-2012A-2011A-3052A-3041A-3043'-0" MIN1/8" = 1'-0"1487CAMPUS ROADSTATLER DRIVEEAST AVENUEKEY PLANPRO ECT NO:SCALEDRAWING TITLE.:SEAL SIGNATUREDRAWING NO:NO. DATE ISSUANCEARCHITECTSTRUCTURAL ENGINEERMEP ENGINEERHandel Architects, LLP120 Broadway, 6th FloorNew York, NY 10271T: 212.595.4112OWNERCornell UniversityIthaca, NY 14850LANDSCAPE DESIGNSilman32 Old Slip, 10th FloorNew York, NY 10005T: 212.620.7970M/E Engineering, P.C300 Trolley BoulevardRochester, NY 14606T: 585.288.5590Trow ridge Wolf Michaels TWMLA 1001 West Seneca Street, Suite 201Ithaca, NY 14850T: 607.277.1400SITE / CIVIL ENGINEERTG Miller, P.C605 W State Street, Suite AIthaca, NY 14850T: 607.272.6477 F: 607.273.6322CODE CONSULTANTCCI, PC215 West 40th Street, 10th FloorNew York, NY 10018T: 212.216.9596GEOTECH ENVIRONMENTAL ENGINEERLangan Engineering, D.P.C21 Penn Plaza,360 West 31st Street, 8th FloorNew York, NY 10001T: 212.479.5516 F: 212.479.5444All Rights ReservedC Handel Architects LLP 2020Statler HotelCornell UniversityIthaca, NYFACADE ENGINEERSEOC Partners LLC26 Broadway, Suite 1306New York, NY 10004T: 646.756.4731WATERPROOFING Vidaris, Inc360 Park Avenue S., Fl 15New York, NY 10010T: 212.689.5389REGENERAL NOTESE TERIOR MATERIALSKEYED NOTES1. REFER TO STRUCTURAL DRAWINGS FORADDITIONAL INFORMATION.2. REFER TO MECHANICAL AND ELECTRICALDRAWINGS FOR ADDITIONAL INFORMATION.3. REFER TO LANDSCAPE DRAWINGS FORADDITIONAL INFORMATION.4. REFER TO CIVIL DRAWINGS FOR ADDITIONALINFORMATION.12CANOPY ABOVEPORTE COCHERE -- SEELANDSCAPE DRAWINGS3NEW AUTOMATIC SLIDINGDOORS WITH FULL BREAKOUT4NEW WALL FINISH INSIDE NEWPORTION OF THE VESTIBULENEW FLOORING INSIDE NEWPORTION OF THE VESTIBULE5GLYCOL SIDEWALK HEATING BELOWPAVING -- SEE MEP DRAWINGS6CUSTOM GLASS CANOPY W/ CONTINUOUSGUTTER ABOVE ENTRANCE DOORS W/DOWNSPOUTS IN NORTH CORNER7ARCHITECTURAL CLAD DOWNSPOUT;RECESSED IN CONCRETE COLUMN8EXISTING WINDOW TO BE REPLACEDWITH NEW DOUBLE DOORS -- SEEDOOR SCHEDULE ON A-8019REPLACE DOOR AND FLIP DOOR SWING-- SEE DOOR SCHEDULE ON A-80110LANDSCAPE PLANTERS -- SEELANDSCAPE DRAWINGS11SANDBLASTED CONCRETE PAVING --SEE LANDSCAPE DRAWINGS12ALUMINUM PANELS TOREPLACE EXISTING GRANITE13VISIONVISION (SMALL CANOPY)FRITTEDARCHITECTURALLY EXPOSED(AESS), PAINTED WITHTNEMEC PRIMER AND PAINTMETAL CLADDINGARCHITECTURALCAST-IN-PLACE CONCRETEWIKK INDUSTRIES BOLLARDFOR SECURITY DEVICES147A-801
PLANTERPLANTERPLANTERPLANTERPLANTERDNUPDNOPEN TOBELOWUPFITNESS458 SF105144 SF103OFFICE320 SF101CASH OFF.27 SF101C402 SF10036VESTIBULE169 SF10041LOBBY2545 SF1004044 SF1008512 SF101BCONCIERGE147 SF101A55 SF10019120 SF102B1794 SF10220 SF1007716 SF1007818 SF1007933 SF102ASTORAGE98 SF109COAT CHECK161 SF108181 SF10037290 SF10014154 SF1001357 SF110A1990 SF110141 SF115GOFFICE106 SF115D161 SF111AOFFICE183 SF115A248 SF107117H115J628 SF115F111 SF115250 SF111COFFICE116 SF115B1002135 SF1007235 SF10071218 SF1002010022677 SF10042193 SF111DNUPUPUP1526 SF10044PATIO22 SF10080117 SF11215 SF112A73 SF1008269 SF115K69 SF115K1004569 SF117G699 SF117107 SF117A169 SF115C92 SF117B114 SF117C114 SF117C46 SF117D102 SF10060106 SF117F46 SF10061172 SF1006340 SF1007321 SF1004738 SF107A100631006412310074123B430 SF10039158 SF1008145 SF118118 SF10012153 SF121104 SF121A317 SF1228 SF122A364 SF1268 SF126A166 SF10043DNUP1000310050125123A 1271291006510049143A135D135C135A135135B143143B14510069146A14213210068395 SF130588 SF128139 SF110B16 SF1008417 SF10086715 SF10046523 SF1208 SFC8 SFB80 SF120A541 SF12410 SFB12 SF124A308 SF1003823'-8"6'-1"82'-1"14'-9"2223451/16" = 1'-0"1487CAMPUS ROADSTATLER DRIVEEAST AVENUEKEY PLANPRO ECT NO:SCALEDRAWING TITLE.:SEAL SIGNATUREDRAWING NO:NO. DATE ISSUANCEARCHITECTSTRUCTURAL ENGINEERMEP ENGINEERHandel Architects, LLP120 Broadway, 6th FloorNew York, NY 10271T: 212.595.4112OWNERCornell UniversityIthaca, NY 14850LANDSCAPE DESIGNSilman32 Old Slip, 10th FloorNew York, NY 10005T: 212.620.7970M/E Engineering, P.C300 Trolley BoulevardRochester, NY 14606T: 585.288.5590Trow ridge Wolf Michaels TWMLA 1001 West Seneca Street, Suite 201Ithaca, NY 14850T: 607.277.1400SITE / CIVIL ENGINEERTG Miller, P.C605 W State Street, Suite AIthaca, NY 14850T: 607.272.6477 F: 607.273.6322CODE CONSULTANTCCI, PC215 West 40th Street, 10th FloorNew York, NY 10018T: 212.216.9596GEOTECH ENVIRONMENTAL ENGINEERLangan Engineering, D.P.C21 Penn Plaza,360 West 31st Street, 8th FloorNew York, NY 10001T: 212.479.5516 F: 212.479.5444All Rights ReservedC Handel Architects LLP 2020Statler HotelCornell UniversityIthaca, NYFACADE ENGINEERSEOC Partners LLC26 Broadway, Suite 1306New York, NY 10004T: 646.756.4731WATERPROOFING Vidaris, Inc360 Park Avenue S., Fl 15New York, NY 10010T: 212.689.5389RE1. REFER TO STRUCTURAL DRAWINGS FORADDITIONAL INFORMATION.2. REFER TO MECHANICAL AND ELECTRICALDRAWINGS FOR ADDITIONAL INFORMATION.3. REFER TO LANDSCAPE DRAWINGS FORADDITIONAL INFORMATION.4. REFER TO CIVIL DRAWINGS FOR ADDITIONALINFORMATION.GENERAL NOTES12CANOPY ABOVEEXISTING ENTRY/EGRESSKEYED NOTES3EXISTING EGRESS4NEW ENTRY/EXIT5NEW WALK WAY-- SEE WORK ZONE TRAFFIC CONTROLPLANS ON THE CIVIL DRAWINGS FORSIDEWALK SCOPE AND PHASING--SEE LANDSCAPE DRAWINGS FORADDITION OF NEW PERMANENT SIDEWALK
PLANTERPTETETTTPPPPPPPPTTTETTPLANTERLAERERELALLALLEREEEPLANTERPTPPTTPPPPTTTTFITNESS458 SF105144 SF103402 SF10036VESTIBULE169 SF10041STORAGE98 SF109161 SF111AOFFICE183 SF115A250 SF111C193 SF111109F.O. BUILDINGF.O. BUILDING4'-0"4'-0"4'-0"4'-0"4'-0"4'-0"4'-0"4'-0"4'-0"4'-0"4'-0"4'-0"4'-0"4'-0"4'-0"TYP.56'-414"6'-514"2'-512"4"8'-11"4'-0"13'-4"13'-4"734"5" VIF4"8'-11"4'-0"5" VIF414"ARCHEDOPENING℄265789101A-3011A-3021A-3031A-2012A-2011A-3041A-3053'-1138"58"4"1"CLEAR1"OPAQUEBORDER4'-4"4'-0"PATTERN 1 PATTERN 22"CLEAR1"OPAQUE3'-312"58"4"BORDER4"BORDER CLEAR4'-7"PERFORATED S.S. CLIP SCREENFASTENED TO THE TOP OF 6X6STEEL PLATES; ATTACH TOSIDE OF VERTICAL HANGERVERTICAL HANGER -- SEESTRUCTURAL DRAWINGSNOTCH GLASS AROUNDVERTICAL HANGER W/MIN. 1/2" GAPPERIMETER ANGLE SHOPBONDED TO GLASSCONTINUOUS STEEL PLATEWEST OF THE HANGER -- SEESTRUCTURAL DRAWINGS6"1'-0"12"12"2'-4"PERIMETER ANGLE SHOPBONDED TO GLASS;EXTEND 1" ABOVE GLASSLADDER HOOK WELDED TOTHE TOP OF THE END FINSTOP PLATE ALIGNED WITHTHE TOP OF THE FINS TOCLOSE THE GAPPERFORATED S.S. CLIPSCREEN FASTENED TO THETOP OF STEEL PLATE1487CAMPUS ROADSTATLER DRIVEEAST AVENUEKEY PLANPRO ECT NO:SCALEDRAWING TITLE.:SEAL SIGNATUREDRAWING NO:NO. DATE ISSUANCEARCHITECTSTRUCTURAL ENGINEERMEP ENGINEERHandel Architects, LLP120 Broadway, 6th FloorNew York, NY 10271T: 212.595.4112OWNERCornell UniversityIthaca, NY 14850LANDSCAPE DESIGNSilman32 Old Slip, 10th FloorNew York, NY 10005T: 212.620.7970M/E Engineering, P.C300 Trolley BoulevardRochester, NY 14606T: 585.288.5590Trow ridge Wolf Michaels TWMLA 1001 West Seneca Street, Suite 201Ithaca, NY 14850T: 607.277.1400SITE / CIVIL ENGINEERTG Miller, P.C605 W State Street, Suite AIthaca, NY 14850T: 607.272.6477 F: 607.273.6322CODE CONSULTANTCCI, PC215 West 40th Street, 10th FloorNew York, NY 10018T: 212.216.9596GEOTECH ENVIRONMENTAL ENGINEERLangan Engineering, D.P.C21 Penn Plaza,360 West 31st Street, 8th FloorNew York, NY 10001T: 212.479.5516 F: 212.479.5444All Rights ReservedC Handel Architects LLP 2020Statler HotelCornell UniversityIthaca, NYFACADE ENGINEERSEOC Partners LLC26 Broadway, Suite 1306New York, NY 10004T: 646.756.4731WATERPROOFING Vidaris, Inc360 Park Avenue S., Fl 15New York, NY 10010T: 212.689.5389RE1/4" = 1'-0"GENERAL NOTESE TERIOR MATERIALSKEYED NOTES1. REFER TO STRUCTURAL DRAWINGS FORADDITIONAL INFORMATION.2. REFER TO MECHANICAL AND ELECTRICALDRAWINGS FOR ADDITIONAL INFORMATION.3. REFER TO LANDSCAPE DRAWINGS FORADDITIONAL INFORMATION.4. REFER TO CIVIL DRAWINGS FOR ADDITIONALINFORMATION.12CANOPY OUTLINECAST-IN-PLACE CONCRETE COLUMN -- SEESTRUCTURAL DRAWINGS345678TEMPERED LAMINATED GLASS WITHSENTRYGLAS INTERLAYER AND CERAMICFRIT PATTERNPAINTED STRUCTURAL STEEL FINS W/TAPERED PROFILE -- SEE STRUCTURALDRAWINGSCONTINUOUS STEEL BENT PLATE GUTTERSLOPED TO PITCH W/ PERFORATED S.S.CLIP SCREEN -- SEE MEP DRAWINGS FORHEAT TRACE SCOPECUSTOM ARCHITECTURAL DOWNSPOUTAND CONDUIT RECESSED INTO THECONCRETE COLUMNSTRUCTURAL SPINE BEAM W/ PAINTEDSTEEL PLATE CLADDING ON THE SIDES,BOTTOM AND CAPPED AT THE ENDS -- SEESTRUCTURAL DRAWINGSS.S. CANOPY VERTICAL SUPPORT HANGER--SEE STRUCTURAL DRAWINGSGLASS TO BE NOTCHED AROUND STEELHANGER9EXISTING COLUMNS10LADDER HOOK FOR MAINTENANCEVISIONVISION (SMALL CANOPY)FRITTEDARCHITECTURALLY EXPOSED(AESS), PAINTED WITHTNEMEC PRIMER AND PAINTMETAL CLADDINGARCHITECTURALCAST-IN-PLACE CONCRETE
NEW AUTOMATIC SLIDING DOORS - DORMAKABAESA400 BI-PARTING, 4PANEL, FINE FRAME;FINISH TO MATCH ARCHITECT'S SAMPLEALUMINUM PLATE RAIN SCREEN CLADDING W/CONTINUOUS SEMI-RIGID MINERAL WOOLINSULATION ATTACHED TO PERIMETERFRAMING. PROVIDE CONTINUOUS SEALEDVAPOR BARRIER AS REQUIRED. FINISH TOMATCH NEW SLIDING DOORS;GRANITE FLOORING INSIDE VESTIBULE TOMATCH EXISTING FLOORINGEXISTING SLIDERS AND LIMESTONE ATPERIMETER TO BE DEMOLISHEDEXISTING GRANITECANOPY ABOVE2'-11"6'-7"2'-11"6'-7"3'-114" VIF1'-0"13'-0"PAINTED 5/8" GWB ON MIN. 2 1/2" STUD W/BATT INSULATION @ 16" O.C.WATERPROOF FLOOR OUTLETS -- SEE ELECTRICALDRAWINGS FOR SPECIFICATIONS, INSTALL AND WIRINGQUAD OUTLETS -- SEE ELECTRICAL DRAWINGSFOR SPECIFICATIONS, INSTALL AND WIRING7"7"QOR SPECIFICATIONS INSTALLFOINSTALLOUTLETNTINUO;OCANEL FCSODMSAHNANGDE"OFIIOAOOONEFGMEPEACNFVMCPBCWDFVIVIRS DORMAKABAWAATRUSAPTCANTCCTIC SLTINGTCH AORINGNG FLERS AO BE DNATE RSEMI-TTACHVIDEER ASLIDINVEWB OON @- DOE FRAAMPLBULENE ATCLADDAL WOETERSEALINISHTUD WDOECTANGCYAPRNGSECECPLANTERPTETETTTPPPPPPPPPTTTETTPLANTERLAEREREEELALLLLLALLEEEREE13' 0"4'-812"4'-812"EQEQF61PLANTERPTETETTTPPPPPPTTTETTPLANTERLAERERELALLLALLEEREESMALL GLASS CANOPY ABOVE SLIDERS, GL-3DOWNSPOUT TO DRAIN BELOW SIDEWALK --SEE CIVIL DRAWINGSALUMINUM LINED INSULATED GUTTER W/ S.S. DRAIN PITAPERED STEEL CANOPY PLATE, TYP.9'-6"CENTER CANOPY STRUCTURE BTWN EXISTING WALLS9'-6"6'-7"2'-6"6'-7"2'-6"878"3'-5"2"STEEL RIB. REFER TO SECTION 3/A405,4/A402, 1/A401 AND STRUCTURAL DRAWINGS12" OPEN JOINT BETWEEN GUTTER AND WALL12" OPEN JOINT BETWEENGUTTER AND WALLOUTER EDGE OF GLASS PANELSPLANTERPTETETTTPPPPPPTTTETTPLANTERLAERERELALLLALLEEREEFITNESS458 SF105VESTIBULE169 SF10041STORAGE98 SF109161 SF111A193 SF111109T.O. EXISTING SLAB EL. 849'-9" (V.I.F.)T.O. EXIST. PARAPET EL. 852'-6" (V.I.F.)EXISTING ROOF TO BEREMOVED TO STRUCTURALSLAB AND PARAPET BACKUPWALLS AND REPLACED. TIENEW ROOFING INTOEXISTING SCUPPER(S).REFER TO SECTION DETAILSNOTE: THE EXISTING NORTH,SOUTH AND EASTPARAPETS HAVE CIPCCONCRETE BACKUP WALLS,AND THE EXISTING WESTPARAPET HAS A CMUBACKUP WALL. V.I.F.EXISTING SCUPPER. VERIFYLOCATION, SIZE, AND TYPEIN FIELD. REFER TOSECTION FOR DETAIL.NEW BEAM ABOVE EXISTINGSLAB, REFER TO STRUCTURALDRAWINGS. REFER TO SECTIONDETAIL FOR ROOFING.NEW CANOPY BELOWVERTICAL STRUCTURALSUPPORT BELOW FROMNEW BEAM DOWN TO NEWCANOPY. REFER TOSECTION DETAILS ANDSTRUCTURAL DRAWINGS.FACE OF EXISTING BUILDINGBELOW.2A-4012A-4017'-1"24'-0"V.I.F.V.I.F.SIM1487CAMPUS ROADSTATLER DRIVEEAST AVENUEKEY PLANPRO ECT NO:SCALEDRAWING TITLE.:SEAL SIGNATUREDRAWING NO:NO. DATE ISSUANCEARCHITECTSTRUCTURAL ENGINEERMEP ENGINEERHandel Architects, LLP120 Broadway, 6th FloorNew York, NY 10271T: 212.595.4112OWNERCornell UniversityIthaca, NY 14850LANDSCAPE DESIGNSilman32 Old Slip, 10th FloorNew York, NY 10005T: 212.620.7970M/E Engineering, P.C300 Trolley BoulevardRochester, NY 14606T: 585.288.5590Trow ridge Wolf Michaels TWMLA 1001 West Seneca Street, Suite 201Ithaca, NY 14850T: 607.277.1400SITE / CIVIL ENGINEERTG Miller, P.C605 W State Street, Suite AIthaca, NY 14850T: 607.272.6477 F: 607.273.6322CODE CONSULTANTCCI, PC215 West 40th Street, 10th FloorNew York, NY 10018T: 212.216.9596GEOTECH ENVIRONMENTAL ENGINEERLangan Engineering, D.P.C21 Penn Plaza,360 West 31st Street, 8th FloorNew York, NY 10001T: 212.479.5516 F: 212.479.5444All Rights ReservedC Handel Architects LLP 2020Statler HotelCornell UniversityIthaca, NYFACADE ENGINEERSEOC Partners LLC26 Broadway, Suite 1306New York, NY 10004T: 646.756.4731WATERPROOFING Vidaris, Inc360 Park Avenue S., Fl 15New York, NY 10010T: 212.689.5389RE1/4" = 1'-0"GENERAL NOTESE TERIOR MATERIALS1. REFER TO STRUCTURAL DRAWINGS FORADDITIONAL INFORMATION.2. REFER TO MECHANICAL AND ELECTRICALDRAWINGS FOR ADDITIONAL INFORMATION.3. REFER TO LANDSCAPE DRAWINGS FORADDITIONAL INFORMATION.4. REFER TO CIVIL DRAWINGS FOR ADDITIONALINFORMATION.VISIONVISION (SMALL CANOPY)FRITTEDARCHITECTURALLY EXPOSED(AESS), PAINTED WITHTNEMEC PRIMER AND PAINTMETAL CLADDINGARCHITECTURALCAST-IN-PLACE CONCRETE1/4" 1 -0" ENLARGED STOREFRONT PLAN11/4" 1 -0" ENLARGED STOREFRONT CANOPY PLAN21A-4021/4" 1 -0" ENLARGED ROOF PLAN3
1/4" SLOPE1/4" SLOPECOL.℄A-3021A-3031A-30411011121314EDGE OF CANOPYBEYONDENTRY DOORCANOPY BEYONDF.O. BUILDING1819T.O.S.HT. +838'-0 7/8"B.O. CANOPYHT. +838'-7"FIRST FL.HT. +825'-0"SECOND FL.HT. +835'-11 1/4"GROUND FL.HT. +814'-0 1/4"4'-0" MAX3'-6" MIN13'-312"2'-10"2'-10"8'-10" VIF1'-0"2'-4" VIF6'-4"7'-2" VIF4'-0" MAX3'-6" MIN6"6'-3"6'-0"A-3011A-3051A-305212546789121516163T.O.S.HT. +838'-0 7/8"PARAPET T.O.S.HT. +850'-9 3/4"PARAPET T.O.S.HT. +852'-6"B.O. CANOPYHT. +838'-7"T.O. ARCHHT. +848'-6"FIRST FL.HT. +825'-0"SECOND FL.HT. +835'-11 1/4"THIRD FL.HT. +847'-8 1/4"1/4" = 1'-0"1487CAMPUS ROADSTATLER DRIVEEAST AVENUEKEY PLANPRO ECT NO:SCALEDRAWING TITLE.:SEAL SIGNATUREDRAWING NO:NO. DATE ISSUANCEARCHITECTSTRUCTURAL ENGINEERMEP ENGINEERHandel Architects, LLP120 Broadway, 6th FloorNew York, NY 10271T: 212.595.4112OWNERCornell UniversityIthaca, NY 14850LANDSCAPE DESIGNSilman32 Old Slip, 10th FloorNew York, NY 10005T: 212.620.7970M/E Engineering, P.C300 Trolley BoulevardRochester, NY 14606T: 585.288.5590Trow ridge Wolf Michaels TWMLA 1001 West Seneca Street, Suite 201Ithaca, NY 14850T: 607.277.1400SITE / CIVIL ENGINEERTG Miller, P.C605 W State Street, Suite AIthaca, NY 14850T: 607.272.6477 F: 607.273.6322CODE CONSULTANTCCI, PC215 West 40th Street, 10th FloorNew York, NY 10018T: 212.216.9596GEOTECH ENVIRONMENTAL ENGINEERLangan Engineering, D.P.C21 Penn Plaza,360 West 31st Street, 8th FloorNew York, NY 10001T: 212.479.5516 F: 212.479.5444All Rights ReservedC Handel Architects LLP 2020Statler HotelCornell UniversityIthaca, NYFACADE ENGINEERSEOC Partners LLC26 Broadway, Suite 1306New York, NY 10004T: 646.756.4731WATERPROOFING Vidaris, Inc360 Park Avenue S., Fl 15New York, NY 10010T: 212.689.5389RE1/4" 1 -0" ENLARGED ELEVATION - LOOKING NORTH11/4" 1 -0" STOREFRONT ELEVATION - LOOKING WEST2213GENERAL NOTESE TERIOR MATERIALSKEYED NOTESVISIONVISION (SMALL CANOPY)FRITTEDARCHITECTURALLY EXPOSED(AESS), PAINTED WITHTNEMEC PRIMER AND PAINTMETAL CLADDINGARCHITECTURALCAST-IN-PLACE CONCRETE1. REFER TO STRUCTURAL DRAWINGS FORADDITIONAL INFORMATION.2. REFER TO MECHANICAL AND ELECTRICALDRAWINGS FOR ADDITIONAL INFORMATION.3. REFER TO LANDSCAPE DRAWINGS FORADDITIONAL INFORMATION.4. REFER TO CIVIL DRAWINGS FOR ADDITIONALINFORMATION.12INTERCOM -- SEE SECURITY SPECCARD READERS -- SEE SECURITY SPEC3NEW AUTOMATIC SLIDINGDOORS WITH FULL BREAKOUT4SECURITY CAMERA -- SEE SECURITY SPEC5CUSTOM GLASS CANOPY W/ CONTINUOUSGUTTER ABOVE ENTRANCE DOORS8EXISTING WINDOW TO BE REPLACEDWITH NEW DOUBLE DOORS -- SEEDOOR SCHEDULE ON A-8019METAL INFILL PANEL TO MATCH STOREFRONT6PAINTED S.S. SIGNAGE ABOVE DOORSDOWNSPOUT IN FRONT710EXPOSED ARCHITECTURAL CAST-IN-PLACECONCRETE (40% SLAG, HDO FORMWORK)111/2" DEEP OPEN FACE S.S. SIGNAGEPAINTED TO MATCH SPINE BEAM12LADDER HOOK13ENGINEERED, FRAMELESS, STRUCTURAL GLASSCANOPY W/ TEMPERED LAMINATED LOW-IRONGLASS, SENTRYGLAS AND FRIT14CANOPY SPINE BEAM WITH ARCHITECTURALLYEXPOSED STEEL PLATES WELDED TO THE SIDESAND ENDS. TO BE PAINTED WITH TNEMECPRIMER AND PAINT, COLOR AS SELECTED BYARCHITECT -- SEE STRUCTURAL DWGS.15DOOR ACTUATOR -- SEE SPEC16GRANITE BASE17WIKK INDUSTRIES BOLLARDFOR SECURITY DEVICES18EXPOSED CONDUIT; FINISHTO MATCH SPINE BEAM19CANOPY LIGHTS -- SEEELECTRICAL DWGS. FOR SPEC1A-3011A-301
1/4" SLOPE1/4" SLOPE6'-10"3'-0"1'-5"6" GUTTER DEPTH, VIF3"DOOR HEADER W/ INTEGRATEDMOTOR AND SENSORS -- SEEELECTRICAL DWGS.NEW AUTOMATIC SLIDING DOORS -DORMAKABA ESA400 BI-PARTING,4PANEL, FINE FRAME; FINISH BYARCHITECTCUSTOM SIZE GLASS CANOPY WITHTAPERED CANOPY PLATE AND FASCIAALUMINUM CLADDING TO MATCHSTOREFRONT SYSTEMCONTINUOUS HORIZONTAL STEELSUPPORT -- SEE STRUCTURAL DWGS.ALUMINUM PANEL RAIN SCREEN SYSTEM W/ CONTINUOUSSEMI-RIGID MINERAL WOOL INSULATION ATTACHED TOPERIMETER FRAMING. PROVIDE CONTINUOUS SEALEDVAPOR BARRIER AND WEEP HOLES AS REQUIRED. FINISHTO MATCH NEW SLIDING DOORS;CONTINUOUS SEALANT AND BACKER RODCONTINUOUS STRUCTURAL STEELANGLES WELDED TO MISC. STEEL ANDANCHORED TO EXISTING CONCRETE --SEE STRUCTURAL DWGS.NEW 5/8" GWB CEILING ONSUSPENDED METAL FRAMING --SEE ELECTRICAL DWGS. FORNEW LIGHTING SCOPE3" CONTINUOUS SEMI-RIGIDMINERAL WOOL INSULATIONMECHANICALLY FASTENED TOUNDERSIDE OF SLABEXISTING SLIDERS TOBE DEMOLISHED5/8" MOLD RESISTANT GWBON METAL STUD FRAMINGW/ BATT INSULATIONGRANITE TILE TO MATCH EXISTING,ON MUD SETEXISTING KNEE WALLTO BE MAINTAINEDEXISTING COLUMN BEYONDCANOPY SPINE BEAM WITH ARCHITECTURALLY EXPOSEDSTEEL PLATES WELDED TO THE SIDES AND ENDS. TO BEPAINTED WITH TNEMEC PRIMER AND PAINT, COLOR ASSELECTED BY ARCHITECT -- SEE STRUCTURAL DWGS.VERTICAL AESS HANGER TO PENETRATETHROUGH EXISTING ROOF STRUCTURE-- SEE STRUCTURAL DWGS.F.O. BUILDINGGUTTER BEYOND SLOPED TO PITCH W/PERFORATED S.S. CLIP SCREEN -- SEE MEPDRAWINGS FOR HEAT TRACE SCOPEHORIZONTAL TRANSFER BEAM W/ STIFFENERS ONTOP OF EXISTING ROOF, TIED TO SIDE PARAPETS--SEE STRUCTURAL DWGS.PROVIDE SLEEVE AND COMPRESSIBLE FILLERMATERIAL AT ALL PENETRATIONSEXISTING GRANITE CLADDING PANEL TO BEREMOVED AND OPENING TO BE CUT FORVERTICAL HANGERSLOPED BETAL CAP FLASHING WITH INTERMITTENTCLEAT ATTACHMENT AS REQUIREDCOLD FLUID-APPLIED MEMBRANE FLASHINGREPLACE WATERPROOFING AND ROOFING AS REQUIREDEXISTING STEEL ANGLES, VIFADD ALT SCOPE: NEW WINDOWS ABOVE STOREFRONTALUM. LINED INSULATED GUTTER W/ S.S.DRAIN PITCHED @ 1/8", SHIM AS REQUIREDMETAL PANEL BEYONDSEE LANDSCAPE AND MEPDRAWINGS FOR SIDEWALK ANDSNOW MELT SCOPEFIRST FL.HT. +825'-0"SECOND FL.HT. +835'-11 1/4"THIRD FL.HT. +847'-8 1/4"1/4" SLOPECOL.℄6" GUTTER DEPTH, VIF3A-401T.O.S.HT. +822.94'TEMPERED, LAMINATED, LOW-IRONSTRUCTURAL GLASS W/ SENTRYGLASINTERLAYER AND CERAMIC FRIT PATTERN.MINIMUM THICKNESS TO MEET MINIMUMPERFORMANCE AND LOAD REQUIREMENTSAND APPLICABLE CODE REQUIREMENTS.MOUNT GLASS TO STRUCTURAL FINS ANDSPINE BEAM W/ STRUCTURAL SILICONEAS PER ENG. REQUIREMENTS.LIGHTS MECHANICALLY FASTENED TOSTRUCTURAL FINS -- SEE ELECTRICAL DWGS.FOR SPECS., MOUNTING AND WIRINGHDO FORMED CAST-IN-PLACE ARCHITECTURALCONCRETE COLUMN -- SEE STRUCTURAL DWGS.EMBED BEARING PLATE AND ANCHORBOLTS -- SEE STRUCTURAL DWGS.1/2" DEEP OPEN FACE S.S. SUBSTRATEW/ WELDS ON BACK SIDE. ALLEXPOSED EDGES AND SURFACES TO BEPAINTED TO MATCH SPINE BEAMCAP BEAM AND PILES-- SEE STRUCTURAL DWGS.EXISTING SANITARY SEWER-- SEE CIVIL DWGS.CUSTOM STAINLESS STEEL DOWNSPOUT ANDCONDUIT RECESSED INTO THE CONCRETE COLUMN--SEE STRUCTURAL DWGS. FOR FORMWORK--SEE MEP DWGS. FOR HEAT TRACE AND ROUTING SCOPESLOPED QUARRY BLOCK EDGING AT THEBOTTOM OF DOWNSPOUT. DOWNSPOUTOPENING TO BE DIRECTED ON TOP OFRIVER ROCK DRAINAGE STRIP.--SEE LANDSCAPE DWGS.SEE LANDSCAPE DWGS FOR RAIN GARDENSEE ELECTRICAL AND LANDSCAPEDWGS. FOR GARDEN LIGHTSTOP OF CONCRETE COLUMN TO BE TAPERED.PROVIDE CHAMFERED EDGESLADDER HOOKHEAT TRACE CONTROLLER, ATTACHED TO THEINSIDE OF THE SPINE BEAMEXPOSED CONDUIT TO SPAN BETWEEN FINS;FINISH TO MATCH SPINE BEAM AND FINS--SEE ELECTRICAL DRAWINGS FOR WIRINGCONDUIT TO BUILDINGCONCEALED ACCESS PANEL WITH CONTINUOUS HINGEAND LOCK; ACCESS PANEL TO MATCH THE SPINEBEAM IN FINISH AND MATERIALJUNCTION BOX ATTACHED TO SIDE OF WIDE FLANGE-- SEE ELECTRICAL DWGS. FOR JBOX SPECSFALL ARREST ANCHORS WELDED TO THE TOPOF STRUCTURAL FINS; SIZE TO MEET MINIMUMPERFORMANCE AND LOAD REQUIREMENTSCONCRETE PAD FOR LADDER -- SEELANDSCAPE DWGS3/4" = 1'-0"1487CAMPUS ROADSTATLER DRIVEEAST AVENUEKEY PLANPRO ECT NO:SCALEDRAWING TITLE.:SEAL SIGNATUREDRAWING NO:NO. DATE ISSUANCEARCHITECTSTRUCTURAL ENGINEERMEP ENGINEERHandel Architects, LLP120 Broadway, 6th FloorNew York, NY 10271T: 212.595.4112OWNERCornell UniversityIthaca, NY 14850LANDSCAPE DESIGNSilman32 Old Slip, 10th FloorNew York, NY 10005T: 212.620.7970M/E Engineering, P.C300 Trolley BoulevardRochester, NY 14606T: 585.288.5590Trow ridge Wolf Michaels TWMLA 1001 West Seneca Street, Suite 201Ithaca, NY 14850T: 607.277.1400SITE / CIVIL ENGINEERTG Miller, P.C605 W State Street, Suite AIthaca, NY 14850T: 607.272.6477 F: 607.273.6322CODE CONSULTANTCCI, PC215 West 40th Street, 10th FloorNew York, NY 10018T: 212.216.9596GEOTECH ENVIRONMENTAL ENGINEERLangan Engineering, D.P.C21 Penn Plaza,360 West 31st Street, 8th FloorNew York, NY 10001T: 212.479.5516 F: 212.479.5444All Rights ReservedC Handel Architects LLP 2020Statler HotelCornell UniversityIthaca, NYFACADE ENGINEERSEOC Partners LLC26 Broadway, Suite 1306New York, NY 10004T: 646.756.4731WATERPROOFING Vidaris, Inc360 Park Avenue S., Fl 15New York, NY 10010T: 212.689.5389RE3/4" 1 -0" ENLARGED LONGITUDINAL SECTION111A-4012A-401
EXISTING COLUMN BEYONDCANOPY SPINE BEAM WITH ARCHITECTURALLY EXPOSEDSTEEL PLATES WELDED TO THE SIDES AND ENDS. TO BEPAINTED WITH TNEMEC PRIMER AND PAINT, COLOR ASSELECTED BY ARCHITECT -- SEE STRUCTURAL DWGS.F.O. BUILDINGCONTINUOUS STEEL BENT PLATE GUTTER W/ COLD-FLUIDAPPLIED WP MEMBRANE SLOPED TO PITCH W/PERFORATED S.S. CLIP SCREEN -- SEE MEP DRAWINGSFOR HEAT TRACE SCOPETEMPERED, LAMINATED, LOW-IRON STRUCTURAL GLASS W/SENTRYGLAS INTERLAYER AND CERAMIC FRIT PATTERN. MINIMUMTHICKNESS TO MEET MINIMUM PERFORMANCE AND LOADREQUIREMENTS AND APPLICABLE CODE REQUIREMENTS.MOUNT GLASS TO STRUCTURAL FINS AND SPINE BEAM W/STRUCTURAL SILICONE AS PER ENG. REQUIREMENTS.HDO FORMED CAST-IN-PLACE ARCHITECTURALCONCRETE COLUMN -- SEE STRUCTURAL DWGS.VERTICAL AESS HANGER TO PENETRATETHROUGH EXISTING ROOF STRUCTURE-- SEE STRUCTURAL DWGS.BLANK COVER TO MATCH LIGHT HOUSING TO CONCEAL WIRINGSEE STRUCTURAL DRAWINGS FOR SPINE BEAMNEW ENCLOSURE BEYONDCAP BEAM AND PILES-- SEE STRUCTURAL DWGS.EXISTING SANITARY SEWER-- SEE CIVIL DWGS.TOP OF CONCRETE COLUMN TO BE TAPERED.PROVIDE CHAMFERED EDGES.FALL ARREST ANCHORS WELDED TO THE TOP OFSTRUCTURAL FINS; SIZE TO MEET MINIMUMPERFORMANCE AND LOAD REQUIREMENTSEXPOSED CONDUIT TO SPAN BETWEEN FINS;FINISH TO MATCH SPINE BEAM AND FINS--SEE ELECTRICAL DRAWINGS FOR WIRINGLIGHTS MECHANICALLY FASTENED TO STRUCTURALFINS; SHIM AS REQUIRED TO ALIGN HOUSING WITHEDGE OF STEEL FINS-- SEE ELECTRICAL DWGS. FORSPECS., MOUNTING AND WIRINGEMBED BEARING PLATE AND ANCHOR BOLTS; BEARINGPLATE TO BE SLOPED TO FOLLOW CANOPY SLOPE --SEE STRUCTURAL DWGS.FIRST FL.HT. +825'-0"SECOND FL.HT. +835'-11 1/4"THIRD FL.HT. +847'-8 1/4"3/4" = 1'-0"1487CAMPUS ROADSTATLER DRIVEEAST AVENUEKEY PLANPRO ECT NO:SCALEDRAWING TITLE.:SEAL SIGNATUREDRAWING NO:NO. DATE ISSUANCEARCHITECTSTRUCTURAL ENGINEERMEP ENGINEERHandel Architects, LLP120 Broadway, 6th FloorNew York, NY 10271T: 212.595.4112OWNERCornell UniversityIthaca, NY 14850LANDSCAPE DESIGNSilman32 Old Slip, 10th FloorNew York, NY 10005T: 212.620.7970M/E Engineering, P.C300 Trolley BoulevardRochester, NY 14606T: 585.288.5590Trow ridge Wolf Michaels TWMLA 1001 West Seneca Street, Suite 201Ithaca, NY 14850T: 607.277.1400SITE / CIVIL ENGINEERTG Miller, P.C605 W State Street, Suite AIthaca, NY 14850T: 607.272.6477 F: 607.273.6322CODE CONSULTANTCCI, PC215 West 40th Street, 10th FloorNew York, NY 10018T: 212.216.9596GEOTECH ENVIRONMENTAL ENGINEERLangan Engineering, D.P.C21 Penn Plaza,360 West 31st Street, 8th FloorNew York, NY 10001T: 212.479.5516 F: 212.479.5444All Rights ReservedC Handel Architects LLP 2020Statler HotelCornell UniversityIthaca, NYFACADE ENGINEERSEOC Partners LLC26 Broadway, Suite 1306New York, NY 10004T: 646.756.4731WATERPROOFING Vidaris, Inc360 Park Avenue S., Fl 15New York, NY 10010T: 212.689.5389RE3/4" 1 -0" ENLARGED CROSS SECTION114A-401
1/4" SLOPE1/4" SLOPE8'-10"1'-1"2'-4"8"EXISTING COLUMN BEYONDCANOPY SPINE BEAM WITH ARCHITECTURALLY EXPOSEDSTEEL PLATES WELDED TO THE SIDES AND ENDS. TO BEPAINTED WITH TNEMEC PRIMER AND PAINT, COLOR ASSELECTED BY ARCHITECT -- SEE STRUCTURAL DWGS.F.O. BUILDINGTEMPERED, LAMINATED, LOW-IRON STRUCTURAL GLASS W/SENTRYGLAS INTERLAYER (.100 SGX) AND CERAMIC FRIT PATTERN.MINIMUM THICKNESS TO MEET MINIMUM PERFORMANCE AND LOADREQUIREMENTS AND APPLICABLE CODE REQUIREMENTS.MOUNT GLASS TO STRUCTURAL FINS AND SPINE BEAM W/STRUCTURAL SILICONE AS PER ENG. REQUIREMENTS.LIGHTS MECHANICALLY FASTENED TO STRUCTURALFINS; SHIM AS REQUIRED TO ALIGN HOUSING WITHEDGE OF STEEL FINS-- SEE ELECTRICAL DWGS. FORSPECS., MOUNTING AND WIRINGHORIZONTAL SUPPORT BEAM BEYOND ON TOPOF EXISTING ROOF, TIED TO SIDE PARAPETS--SEE STRUCTURAL DWGS.ROOF BEYONDBLANK COVER TO MATCH LIGHT HOUSING TO CONCEAL WIRINGDOOR HEADER W/ INTEGRATED MOTOR ANDSENSORS -- SEE ELECTRICAL DWGS.NEW AUTOMATIC SLIDING DOORS - DORMAKABA ESA400BI-PARTING, 4PANEL, FINE FRAME; FINISH BY ARCHITECTALUMINUM CLADDING TO MATCH STOREFRONTSYSTEM ANCHORED TO CONTINUOUSHORIZONTAL STEEL SUPPORT BEYONDALUMINUM PANEL RAIN SCREEN SYSTEM W/CONTINUOUS SEMI-RIGID MINERAL WOOLINSULATION ATTACHED TO PERIMETER FRAMING.PROVIDE CONTINUOUS SEALED VAPOR BARRIER ANDWEEP HOLES AS REQUIRED. FINISH TO MATCH NEWSLIDING DOORS;GRANITE BASE TO MATCH EXISTINGALUMINUM PANEL RAIN SCREEN SYSTEM W/ CONTINUOUSSEMI-RIGID MINERAL WOOL INSULATION ATTACHED TOPERIMETER FRAMING. PROVIDE CONTINUOUS SEALED VAPORBARRIER AND WEEP HOLES AS REQUIRED. FINISH TO MATCHNEW SLIDING DOORS;PAINTED STAINLESS STEEL SIGNAGE ABOVE DOORSCONTINUOUS STEEL BENT PLATE GUTTER W/ COLD-FLUIDAPPLIED WP MEMBRANE SLOPED TO PITCH W/PERFORATED S.S. CLIP SCREEN -- SEE MEP DRAWINGSFOR HEAT TRACE SCOPEPROVIDE SLEEVE AND COMPRESSIBLE FILLER MATERIAL ATALL PENETRATIONS; COLOR TO MATCH EXISTING GRANITEEXISTING GRANITE CLADDING PANEL TO BEREMOVED AND OPENING TO BE CUT FORVERTICAL HANGERVERTICAL AESS HANGER TO PENETRATETHROUGH EXISTING ROOF STRUCTURE-- SEE STRUCTURAL DWGS.FALL ARREST ANCHORS WELDED TO THE TOP OFSTRUCTURAL FINS; SIZE TO MEET MINIMUMPERFORMANCE AND LOAD REQUIREMENTSDRIP EDGECUSTOM SIZE GLASS CANOPY WITHTAPERED CANOPY PLATE AND FASCIACUSTOM STAINLESS STEEL DOWNSPOUTTO DRAIN BELOW SIDEWALK -- SEE CIVILDRAWINGSEXPOSED CONDUIT TO SPAN BETWEEN FINS;FINISH TO MATCH SPINE BEAM AND FINS--SEE ELECTRICAL DRAWINGS FOR WIRINGSEE STRUCTURAL DRAWINGS FOR SPINE BEAM3A-4021A-4012A-40112"4'-4"4'-0"12"6"FIRST FL.HT. +825'-0"SECOND FL.HT. +835'-11 1/4"THIRD FL.HT. +847'-8 1/4"3/4" = 1'-0"1487CAMPUS ROADSTATLER DRIVEEAST AVENUEKEY PLANPRO ECT NO:SCALEDRAWING TITLE.:SEAL SIGNATUREDRAWING NO:NO. DATE ISSUANCEARCHITECTSTRUCTURAL ENGINEERMEP ENGINEERHandel Architects, LLP120 Broadway, 6th FloorNew York, NY 10271T: 212.595.4112OWNERCornell UniversityIthaca, NY 14850LANDSCAPE DESIGNSilman32 Old Slip, 10th FloorNew York, NY 10005T: 212.620.7970M/E Engineering, P.C300 Trolley BoulevardRochester, NY 14606T: 585.288.5590Trow ridge Wolf Michaels TWMLA 1001 West Seneca Street, Suite 201Ithaca, NY 14850T: 607.277.1400SITE / CIVIL ENGINEERTG Miller, P.C605 W State Street, Suite AIthaca, NY 14850T: 607.272.6477 F: 607.273.6322CODE CONSULTANTCCI, PC215 West 40th Street, 10th FloorNew York, NY 10018T: 212.216.9596GEOTECH ENVIRONMENTAL ENGINEERLangan Engineering, D.P.C21 Penn Plaza,360 West 31st Street, 8th FloorNew York, NY 10001T: 212.479.5516 F: 212.479.5444All Rights ReservedC Handel Architects LLP 2020Statler HotelCornell UniversityIthaca, NYFACADE ENGINEERSEOC Partners LLC26 Broadway, Suite 1306New York, NY 10004T: 646.756.4731WATERPROOFING Vidaris, Inc360 Park Avenue S., Fl 15New York, NY 10010T: 212.689.5389RE ENLARGED CROSS SECTION11
EXISTING COLUMN BEYONDCANOPY SPINE BEAM WITH ARCHITECTURALLY EXPOSEDSTEEL PLATES WELDED TO THE SIDES AND ENDS. TO BEPAINTED WITH TNEMEC PRIMER AND PAINT, COLOR ASSELECTED BY ARCHITECT -- SEE STRUCTURAL DWGS.F.O. BUILDINGCONTINUOUS STEEL BENT PLATE GUTTER W/ COLD-FLUIDAPPLIED WP MEMBRANE SLOPED TO PITCH W/PERFORATED S.S. CLIP SCREEN -- SEE MEP DRAWINGSFOR HEAT TRACE SCOPETEMPERED, LAMINATED, LOW-IRON STRUCTURAL GLASS W/SENTRYGLAS INTERLAYER AND CERAMIC FRIT PATTERN. MINIMUMTHICKNESS TO MEET MINIMUM PERFORMANCE AND LOADREQUIREMENTS AND APPLICABLE CODE REQUIREMENTS.MOUNT GLASS TO STRUCTURAL FINS AND SPINE BEAM W/STRUCTURAL SILICONE AS PER ENG. REQUIREMENTS.HDO FORMED CAST-IN-PLACE ARCHITECTURALCONCRETE COLUMN -- SEE STRUCTURAL DWGS.VERTICAL AESS HANGER TO PENETRATETHROUGH EXISTING ROOF STRUCTURE-- SEE STRUCTURAL DWGS.BLANK COVER TO MATCH LIGHT HOUSING TO CONCEAL WIRINGNEW ENCLOSURE BEYONDTOP OF CONCRETE COLUMN TO BE TAPERED.FALL ARREST ANCHORS WELDED TO THE TOP OFSTRUCTURAL FINS; SIZE TO MEET MINIMUMPERFORMANCE AND LOAD REQUIREMENTSJUNCTION BOX ATTACHED TO SIDE OF WIDE FLANGE;CONTRACTOR TO COORDINATE ALL ELECTRICALROUTING TO MEET CODE REQUIREMENTS ANDDESIGN INTENT -- SEE ELECTRICAL DWGS. FORJBOX SPECSLIGHTS MECHANICALLY FASTENED TO STRUCTURALFINS; SHIM AS REQUIRED TO ALIGN HOUSING WITHEDGE OF STEEL FINS-- SEE ELECTRICAL DWGS. FORSPECS., MOUNTING AND WIRINGBEARING PLATE AND STUB COLUMN --SEE STRUCTURAL DRAWINGSSLOPED QUARRY BLOCK EDGING AT THEBOTTOM OF DOWNSPOUT. DOWNSPOUTOPENING TO BE DIRECTED ON TOP OF RIVERROCK DRAINAGE STRIP.--SEE LANDSCAPE DWGS..CUSTOM STAINLESS STEEL DOWNSPOUTRECESSED INTO THE CONCRETE COLUMNCONCEALED ACCESS PANEL WITHCONTINUOUS HINGE AND LOCK; ACCESSPANEL TO MATCH THE SPINE BEAM INFINISH AND MATERIALCUSTOM STAINLESS STEELDOWNSPOUT W/ HEAT TRACEFIRST FL.HT. +825'-0"SECOND FL.HT. +835'-11 1/4"THIRD FL.HT. +847'-8 1/4"3/4" = 1'-0"1487CAMPUS ROADSTATLER DRIVEEAST AVENUEKEY PLANPRO ECT NO:SCALEDRAWING TITLE.:SEAL SIGNATUREDRAWING NO:NO. DATE ISSUANCEARCHITECTSTRUCTURAL ENGINEERMEP ENGINEERHandel Architects, LLP120 Broadway, 6th FloorNew York, NY 10271T: 212.595.4112OWNERCornell UniversityIthaca, NY 14850LANDSCAPE DESIGNSilman32 Old Slip, 10th FloorNew York, NY 10005T: 212.620.7970M/E Engineering, P.C300 Trolley BoulevardRochester, NY 14606T: 585.288.5590Trow ridge Wolf Michaels TWMLA 1001 West Seneca Street, Suite 201Ithaca, NY 14850T: 607.277.1400SITE / CIVIL ENGINEERTG Miller, P.C605 W State Street, Suite AIthaca, NY 14850T: 607.272.6477 F: 607.273.6322CODE CONSULTANTCCI, PC215 West 40th Street, 10th FloorNew York, NY 10018T: 212.216.9596GEOTECH ENVIRONMENTAL ENGINEERLangan Engineering, D.P.C21 Penn Plaza,360 West 31st Street, 8th FloorNew York, NY 10001T: 212.479.5516 F: 212.479.5444All Rights ReservedC Handel Architects LLP 2020Statler HotelCornell UniversityIthaca, NYFACADE ENGINEERSEOC Partners LLC26 Broadway, Suite 1306New York, NY 10004T: 646.756.4731WATERPROOFING Vidaris, Inc360 Park Avenue S., Fl 15New York, NY 10010T: 212.689.5389RE ENLARGED CROSS SECTION11
ALUMINUM PANEL RAIN SCREEN SYSTEM W/CONTINUOUS SEMI-RIGID MINERAL WOOLINSULATION ATTACHED TO PERIMETER FRAMING.PROVIDE CONTINUOUS SEALED VAPOR BARRIERAND WEEP HOLES AS REQUIRED. FINISH TOMATCH NEW SLIDING DOORS;CUSTOM SIZE GLASS CANOPY WITHTAPERED CANOPY PLATE AND FASCIAALUMINUM CLADDING TO MATCHSTOREFRONT SYSTEMCONTINUOUS HORIZONTAL STEELSUPPORT -- SEE STRUCTURAL DWGS.ALUMINUM PANEL RAIN SCREEN SYSTEM W/ CONTINUOUSSEMI-RIGID MINERAL WOOL INSULATION ATTACHED TOPERIMETER FRAMING. PROVIDE CONTINUOUS SEALEDVAPOR BARRIER AND WEEP HOLES AS REQUIRED. FINISHTO MATCH NEW SLIDING DOORS;CONTINUOUS SEALANT AND BACKER RODCONTINUOUS STRUCTURAL STEELANGLES WELDED TO MISC. STEEL ANDANCHORED TO EXISTING CONCRETE --SEE STRUCTURAL DWGS.EXISTING STEEL ANGLES, VIFADD ALT SCOPE: NEW WINDOWS ABOVE STOREFRONTALUM. LINED INSULATED GUTTER W/ S.S.DRAIN PITCHED @ 1/8", SHIM AS REQUIREDMETAL PANEL BEYONDSEE LANDSCAPE AND MEPDRAWINGS FOR SIDEWALK ANDSNOW MELT SCOPEGRANITE BASE TO MATCHEXISTING GRANITECUSTOM S.S. DOWNSPOUT TO DRAIN BELOW SIDEWALKW/ FLUSH MOUNT COVER PLATE -- SEE CIVIL DWGSFIRST FL.HT. +825'-0"SECOND FL.HT. +835'-11 1/4"NEW GLASS DOORS BY INLET OF ITHACAWITH ROCKWOOD PULLS-- SEE DOOR ANDHARDWARE SCHEDULEEXISTING RADIATOR TO BEREMOVED; FLOORING TO BEPATCHED TO MATCH EXISTINGNEW SIDEWALK -- SEE LANDSCAPEDRAWINGSCOMPRESSIBLE JOINT FILLERBETWEEN NEW SIDEWALK ANDEXISTING CURBWATERPROOFING MEMBRANEF.O. LIMESTONE CLADDING BEYONDFIRST FL.HT. +825'-0"SECOND FL.HT. +835'-11 1/4"3/4" = 1'-0"1487CAMPUS ROADSTATLER DRIVEEAST AVENUEKEY PLANPRO ECT NO:SCALEDRAWING TITLE.:SEAL SIGNATUREDRAWING NO:NO. DATE ISSUANCEARCHITECTSTRUCTURAL ENGINEERMEP ENGINEERHandel Architects, LLP120 Broadway, 6th FloorNew York, NY 10271T: 212.595.4112OWNERCornell UniversityIthaca, NY 14850LANDSCAPE DESIGNSilman32 Old Slip, 10th FloorNew York, NY 10005T: 212.620.7970M/E Engineering, P.C300 Trolley BoulevardRochester, NY 14606T: 585.288.5590Trow ridge Wolf Michaels TWMLA 1001 West Seneca Street, Suite 201Ithaca, NY 14850T: 607.277.1400SITE / CIVIL ENGINEERTG Miller, P.C605 W State Street, Suite AIthaca, NY 14850T: 607.272.6477 F: 607.273.6322CODE CONSULTANTCCI, PC215 West 40th Street, 10th FloorNew York, NY 10018T: 212.216.9596GEOTECH ENVIRONMENTAL ENGINEERLangan Engineering, D.P.C21 Penn Plaza,360 West 31st Street, 8th FloorNew York, NY 10001T: 212.479.5516 F: 212.479.5444All Rights ReservedC Handel Architects LLP 2020Statler HotelCornell UniversityIthaca, NYFACADE ENGINEERSEOC Partners LLC26 Broadway, Suite 1306New York, NY 10004T: 646.756.4731WATERPROOFING Vidaris, Inc360 Park Avenue S., Fl 15New York, NY 10010T: 212.689.5389RE3/4" 1 -0" ENLARGED STOREFRONT SECTION111A-4023/4" 1 -0" ENLARGED WALL SECTION AT EGRESS DOORS29A-801
412"812"1'-11516"61516"6"1'-0"2" VIF2" VIF112"4"BI-PARTING AUTOMATIC DOOR W/ INTEGRAL SIDELITES AND HEADER, ENGINEER FOR STRUCTURALAND WIND LOADS, SEE SPECS. FINISH BY ARCHITECTGRANITE TILE ON MUD SET TOMATCH EXISTINGSUB GRADE WATERPROOFINGAPPLIED TO PREPARED EXISTINGCONCRETE SLABCOMPRESSIBLE JOINT FILLER AT JOINT FORMEDBETWEEN SILL FLASHING AND SIDEWALKADA COMPLIANT THRESHOLD SET IN SEALANT;NOT TO EXCEED 1/2"PROVIDE WEEP AT BOTTOMALUMINUM LINED INSULATED GUTTER W/STAINLESS STEEL DRAIN PITCHED @ 1/8";SHIM AS REQUIREDCONTINUOUS HORIZONTAL STEEL SUPPORTALIGNDOOR HEADER W/ INTEGRATEDMOTOR & SENSORSTEMPERED MONOLITHIC GLASS, GL-1SEE LANDSCAPE DWGS. FOR SIDEWALKFLASHING SET IN SEALANT, FINISH BY ARCHITECTEXISTING SLIDERS AND SILLTO BE DEMOLISHEDGRANITE TILE TO TERMINATE AT EXISTINGINTERIOR GRANITE TILECOLD-FLUID APPLIED WATERPROOFINGOVER METAL GUTTER. SEE SPECSEND CAP W/ INTEGRATED DRIP EDGE1/2" MIN. STRUCTURALLY LAMINATED GLASS,ENGINEERED BY SUBCONTRACTOR, GL-3SEALED ALUMINUM PANEL SYSTEM.3/16" THICK ALUMINUM, PAINTED. ALLPANEL SUPPORT PENETRATIONS TO BEFLASHED AND SEALED, TYPICAL.EXISTING WINDOW. V.I..F.EXISTING INSULATED BACKUP WALL, V.I.F.EXISTING WALL. V.I.F.3" SEMI-RIGID MINERAL WOOLINSULATION MECHANICALLYFASTENED TO SLAB & BEAM.EXTEND 3' IN.5/8" GWB CEILING ONSUSPENDED METAL FRAMING1/2" PAINTED METAL REVEAL.FINISH TO MATCH NEW CEILINGEXISTING CEILINGSTRUCTURAL STEEL ANGLE ATTACHED TOEXISTING CONCRETE SLAB WITH THERMALLYBROKEN STRUCTURAL CONNECTION.EXISTING FLOORING BEYONDEXISTING SLABARCHITECTURAL CAST-IN PLACE CONCRETE PIER-- SEE STRUCTURAL DWGS. & SPECSTOP OF PIER TO BE SLOPEDCENTER SPINE BEAM AND SIDE PLATES -- SEESTRUCTURAL DWGS. FOR SIZES AND SPECSEMBED BEARING PLATE AND ANCHOR BOLTS --SEE STRUCTURAL DWGS. FOR SIZE AND SPECS.TAPERED STEEL FINS -- SEE STRUCTURALDWGS. FOR SIZES AND SPECSHEAT TRACE INSIDE GUTTER -- SEEELECTRICAL DWGS. FOR SPECS AND INSTALLCONTINUOUS U-SHAPE BENT PLATE GUTTER WITHCOLD-FLUID APPLIED W.P. MEMBRANE, SLOPEDTO PITCH -- SEE STRUCTURAL DRAWINGSSEE STRUCTURAL DWGS. FOR ALL SUPPORT STRUCTUREPENETRATION THROUGH STRUCTURAL FINS FOR EXPOSEDLIGHTING CONDUIT; FINISH TO MATCH SPINE BEAM FINISH --SEE MEP DWGS. FOR LIGHTING SPECS AND WIRING.TEMPERED, LAMINATED, LOW-IRON STRUCTURAL GLASS W/SENTRYGLAS INTERLAYER AND CERAMIC FRIT PATTERN.MINIMUM THICKNESS TO MEET MINIMUM PERFORMANCE ANDLOAD REQUIREMENTS AND APPLICABLE CODE REQUIREMENTS.STRUCTURAL SILICONE PER ENG. REQUIREMENTSAPRON FLASHINGVERTICAL HANGER BEYOND -- SEE STRUCTURAL DWGS.WATERPROOFING MEMBRANETAPERED STEEL RIB. REFER TO CROSS SECTION 4/A402 & STRUCTURALADJUSTABLE STEEL CONNECTION. REFER TO STRUCTURALEXISTING STEEL ANGLES, V.I.F.INSTALL MINERAL WOOL FIRESTOPPING WITH 4PCF DENSITY AND STI FASTTACK FIRESTOP SPRAY BETWEEN SLAB EGDE AND BACK OF EXT. GWB.DOWNSPOUT FROM CANOPY GUTTERTO BELOW-GRADE DRAINAGEEXT. GWB ATTACHED TO EXISTING BACKUP WALL.TOSUPPORT NEW PANELS; VERIFY BACKUP WALL TYPEAND LOCATION IN FIELD.EXT. GWB ATTACHED TO METAL STUDS.MINERAL WOOL INSULATION R4.2/INCH TYPICALPTD METAL FASCIA CLADDING OVER GUTTERMETAL CLADDING TERMINATION WITHIN GUTTERMETAL GUTTER ATTACHED TO CONTINUOUSSTEEL ANGLE. REFER TO STRUCTURAL.WALL WATERPROOFING TO EXTEND OVER STEEL ANGLE ANDWRAP LEADING EDGE OF GUTTERMETAL PANEL BEYONDCONTINUOUS SEALANT AND BACKER RODEXISTING SCUPPER. V.I.F.EXISTING PENETRATIONIN CMU WALL. V.I.F.VAPOR BARRIERAPPLIED TO PREPAREDEXISTING CONC. SLABCOLD FLUID-APPLIEDMEMBRANE FLASHINGEXISTING STRUCTURALCONC. SLABSCUPPER PROFILE BEYONDAT CANTED CORNER. V.I.F.1/8" THK ALUMINUM PLATE (ANODIZED) SCREWED TO TOP OF STEELSS316 PERIMETER ANGLE SHOP BONDED TO GLASSSILICONE SHEET TRANSITION MEMBRANE ADHERED WITH SILICONED-RING PLATE FALL ARREST ANCHORS WELDEDTO THE TOP OF 6X6 STEEL PLATES, CENTERED ONEACH ROW OF FINS; SIZE TO MEET MINIMUMPERFORMANCE AND LOAD REQUIREMENTSGUTTER COVERVERTICAL HANGER TO PENETRATETHROUGH EXISTING ROOF STRUCTURE-- SEE STRUCTURAL DRAWINGSEXISTING LIMESTONE CLADDING BEYONDEXISTING ARCHED LIMESTONE PANEL TO BEREMOVED, CUT, AND REINSTALLED TOALLOW FOR VERTICAL HANGER TO EXTENDABOVE THE EXISTING ROOFSLEEVE AND COMPRESSIBLE FILLERAT ALL PENETRATIONSHORIZONTAL TRANSFER BEAM WITHSTIFFENERS -- SEE STRUCTURAL DWGS.EXISTING PARAPETREINFORCED COLD-FLUIDAPPLIED ROOF MEMBRANE12" ROOF COVER BOARD(CEMENT BOARD)RIGID INSULATION ADHEREDTO CONCRETE DECK,TAPERED & FLAT.POLYISOCYANURATEINSULATION (R~5.7 PER INCH)EXISTINGCONCRETE ROOF SLABSLOPED METAL CAP FLASHING WITHINTERMITTENT CLEAT ATTACHMENT.ST.STL. WITH WELDED CORNER SEAMS BYMECH. CONTR. AS REQUIRED.INSULATED CEMENT BOARD ENCLOSUREAROUND BEAMEXISTING CMU PARAPET WITH STONECLADDING. BACKUP WALL AT NORTH ANDSOUTH PARAPET WALLS ARE CIPC. V.I.F.COLD FLUID-APPLIEDMEMBRANE FLASHINGEXISTING SCUPPER. REFER TODETAIL BELOW FOR SECTIONDETAIL AT SCUPPER.INSULATED CEMENT BOARDENCLOSURE AROUND BEAMFLASHING. CONTINUOUS AT NORTH, SOUTH, AND WESTPARAPET WALLS.EXISTING PARAPETVAPOR BARRIER ADHERED TOPREPARED CONCRETE DECK.EXTENT OF CAP FLASHINGBEYONDCONCRETE CURB AT DOORDOWNSPOUT COVER PLATE FLUSH W/ SIDEWALKLADDER HOOK WELDED TO THE TOPOF STRUCTURAL FINS ABOVESTEEL END CAP. REFER TO STRUCTURALCUSTOM S.S. DOWNSPOUT INLET FROMGUTTER ABOVE.DOWNSPOUT WITHIN SPINE BEAM CAVITYF.O. CONCRETE PIERSTEEL RIB. REFER TO STRUCTURALPENETRATION FOR DOWNSPOUT INHORIZONTAL STEEL PLATE. REFER TOSTRUCTURALPAINTED METAL ACCESS PANEL ONHINGE SUPPORT.VERTICAL STEEL SIDE PLATE.REFER TO STRUCTURALHORIZONTAL STEEL PLATE.REFER TO STRUCTURALGLASS PANELSTEEL PLATE. REFER TO STRUCTURAL2A403SIM3" 1 -0" SECTION DETAIL STOREFRONT WALL11487CAMPUS ROADSTATLER DRIVEEAST AVENUEKEY PLANPRO ECT NO:SCALEDRAWING TITLE.:SEAL SIGNATUREDRAWING NO:NO. DATE ISSUANCEARCHITECTSTRUCTURAL ENGINEERMEP ENGINEERHandel Architects, LLP120 Broadway, 6th FloorNew York, NY 10271T: 212.595.4112OWNERCornell UniversityIthaca, NY 14850LANDSCAPE DESIGNSilman32 Old Slip, 10th FloorNew York, NY 10005T: 212.620.7970M/E Engineering, P.C300 Trolley BoulevardRochester, NY 14606T: 585.288.5590Trow ridge Wolf Michaels TWMLA 1001 West Seneca Street, Suite 201Ithaca, NY 14850T: 607.277.1400SITE / CIVIL ENGINEERTG Miller, P.C605 W State Street, Suite AIthaca, NY 14850T: 607.272.6477 F: 607.273.6322CODE CONSULTANTCCI, PC215 West 40th Street, 10th FloorNew York, NY 10018T: 212.216.9596GEOTECH ENVIRONMENTAL ENGINEERLangan Engineering, D.P.C21 Penn Plaza,360 West 31st Street, 8th FloorNew York, NY 10001T: 212.479.5516 F: 212.479.5444All Rights ReservedC Handel Architects LLP 2020Statler HotelCornell UniversityIthaca, NYFACADE ENGINEERSEOC Partners LLC26 Broadway, Suite 1306New York, NY 10004T: 646.756.4731WATERPROOFING Vidaris, Inc360 Park Avenue S., Fl 15New York, NY 10010T: 212.689.5389RE3" = 1'-0"3" 1 -0" SECTION DETAIL PARAPET ROOF23" 1 -0" SECTION DETAIL SPINE BEAM41 1/2" 1 -0" RCP DETAIL DOWNSPOUT35A-4024A-4034A-402
GRANITE BASE878"5116"8"12"TYP.514"214"ALIGN METAL PANEL TO FACEOF EXISTING STONE PANEL3/8"3/8" TYPCONTINUOUS SEMI-RIGID MINERAL WOOL INSULATIONR4.2/INCH TYPICALGWB ON MTL STUDS. PARTITION TYPE F-61, REFER TO G-002 PARTITION TYPE SCHEDULEEXISTING BACKUP WALL. V.I.F.EXISTING STONE WALL PANELEXISTING BACKUP WALL. VERIFY TYPE AND LOCATION IN FIELDEXISTING STONE WALL PANELAUTOMATIC, SLIDING, BREAKAWAY DOORSCUSTOM STAINLESS STEEL DOWNSPOUT. SEE CIVIL AND PLUMBING DRAWINGS.RAINSCREEN ALUMINUM PANEL SYSTEM. 3/16" THICK ALUMINUM,PAINTED. FLASH AND SEAL PANEL SUPPORT PENETRATIONS, TYP.WATERPROOFING MEMBRANE. BACKUP WALL SUBSTRATE TO BEPREPARED FOR WATERPROOFING INSTALLATION. FLASH ANDSEAL PANEL SUPPORT PENETRATIONS, TYP.CANOPY GUTTER & FRAMING RIB ABOVECOORDINATE STEEL ANGLE SUPPORT AT SLIDING DOOR JAMBFLASHING SET IN SEALANT, FINISH BY ARCHITECTSUB GRADE WATERPROOFING APPLIED TO EXISTING CONCRETE SLABSEE LANDSCAPE DWGS. FOR SIDEWALKRAINSCREEN ALUMINUM PANEL SYSTEM. 3/16" THICK ALUMINUM,PAINTED. FLASH AND SEAL PANEL SUPPORT PENETRATIONS, TYP.WATERPROOFING MEMBRANE.EXISTING BACKUP WALL. V.I.F. PREPARE FOR WATERPROOFING.DOWNSPOUT FROM CANOPY GUTTER TO BELOW-GRADE DRAINAGEMINERAL WOOL INSULATION R4.2/INCH TYPICALCOMPRESSIBLE JOINT FILLERCONTINUOUS SEALANT & BACKER ROD. BOTTOMJOINT OF WALL TO BE WEPT FOR DRAINAGEPANEL SUPPORT PENETRATIONS TO BE FLASHED AND SEALED, TYP.PROVIDE WEEP AT BOTTOMALUMINUM LINED INSULATED GUTTER W/STAINLESS STEEL DRAIN PITCHED @ 1/8";SHIM AS REQUIREDCONTINUOUS HORIZONTAL STEEL SUPPORTCOLD-FLUID APPLIED WATERPROOFINGOVER METAL GUTTER. SEE SPECSEND CAP W/ INTEGRATED DRIP EDGE1/2" MIN. STRUCTURALLY LAMINATED GLASS,ENGINEERED BY SUBCONTRACTOR, GL-3STRUCTURAL STEEL SUPPORT ATTACHED TO EXISTING CONCRETE SLABWITH THERMALLY BROKEN CONNECTION. REFER TO STRUCTURAL.TAPERED STEEL RIB. REFER TO CROSS SECTION 4/A402 & STRUCTURALADJUSTABLE STEEL SUPPORT. REFER TO STRUCTURALPTD METAL FASCIA CLADDING OVER GUTTERMETAL CLADDING TERMINATION WITHIN GUTTERMETAL GUTTER ATTACHED TO CONTINUOUSSTEEL ANGLE. REFER TO STRUCTURAL.WALL WATERPROOFING TO EXTEND OVER STEEL ANGLE ANDWRAP LEADING EDGE OF GUTTERWATERPROOF BARRIERMETAL PANEL BEYONDSTAINLESS STEEL DRAIN PIPE CAP FLUSH WITH GRADE. REFER TO CIVILSTEEL BRACING. REFER TO STRUCTURALEXISTING STEEL PLATE, REFER TO STRUCTURALEXISTING STRUCTURAL ANCHORS, REFER TO STRUCTURALCANOPY GLAZING: 2 x 516 " HS WITH SGRINTERLAYERW10.5x41.5 CANOPY FRAMING; TO BEPAINTED WITH TNEMEC PRIMER AND PAINT,COLOR AS SELECTED BY ARCHITECT. REFERTO STRUCTURAL DRAWINGS.SELF-LOCKING ADJUSTABLE WEDGESETTING BLOCKS, S/H 70 WITH 12" BITESTRUCTURAL SILICONE SEAL58"18" THICK ALUMINUM PLATE (ANODIZED)SCREWED TO TOP OF STEEL12"LAMINATED CANOPY GLAZING3"1"18" THICK ALUMINUM PLATE (ANODIZED)SCREWED TO TOP OF STEEL1" TAPERED VERTICAL STEEL PLATEWELDED TO 12" THICK HORIZONTAL PLATE;TO BE PAINTED WITH TNEMEC PRIMER ANDPAINT, COLOR AS SELECTED BY ARCHITECT.REFER TO STRUCTURAL DRAWINGS.SELF-LOCKING ADJUSTABLE WEDGESETTING BLOCKS, S/H 70 WITH 12" BITESTRUCTURAL SILICONE SEAL12"516"516"38"STRUCTURAL SILICONE SEALVARIESVARIES3" 1 -0" PLAN DETAIL STOREFRONT WALL11487CAMPUS ROADSTATLER DRIVEEAST AVENUEKEY PLANPRO ECT NO:SCALEDRAWING TITLE.:SEAL SIGNATUREDRAWING NO:NO. DATE ISSUANCEARCHITECTSTRUCTURAL ENGINEERMEP ENGINEERHandel Architects, LLP120 Broadway, 6th FloorNew York, NY 10271T: 212.595.4112OWNERCornell UniversityIthaca, NY 14850LANDSCAPE DESIGNSilman32 Old Slip, 10th FloorNew York, NY 10005T: 212.620.7970M/E Engineering, P.C300 Trolley BoulevardRochester, NY 14606T: 585.288.5590Trow ridge Wolf Michaels TWMLA 1001 West Seneca Street, Suite 201Ithaca, NY 14850T: 607.277.1400SITE / CIVIL ENGINEERTG Miller, P.C605 W State Street, Suite AIthaca, NY 14850T: 607.272.6477 F: 607.273.6322CODE CONSULTANTCCI, PC215 West 40th Street, 10th FloorNew York, NY 10018T: 212.216.9596GEOTECH ENVIRONMENTAL ENGINEERLangan Engineering, D.P.C21 Penn Plaza,360 West 31st Street, 8th FloorNew York, NY 10001T: 212.479.5516 F: 212.479.5444All Rights ReservedC Handel Architects LLP 2020Statler HotelCornell UniversityIthaca, NYFACADE ENGINEERSEOC Partners LLC26 Broadway, Suite 1306New York, NY 10004T: 646.756.4731WATERPROOFING Vidaris, Inc360 Park Avenue S., Fl 15New York, NY 10010T: 212.689.5389RE3" = 1'-0"3" 1 -0" NOT USED26" 1 -0" SECTION DETAIL ENTRY CANOPY TYPICAL STRUCTURAL RIB43" 1 -0" SECTION DETAIL STOREFRONT WALL36" 1 -0" SECTION DETAIL MAIN CANOPY TYPICAL STRUCTURAL RIB5SEE DWGS. 1A & 1B ON A-403 FOR ALTERNATEGLAZING ATTACHMENT METHODS
CUSTOM STAINLESS STEELDOWNSPOUTSTEEL FRAMING RIBBEYONDGLASS PANEL BEYONDALIGN EDGE OF STEELW-SECTION TO BACK FACE OFSLOT IN CONCRETE COLUMN.SEE STRUCTURAL DRAWINGS.CUSTOM STAINLESS STEEL GUTTER. FACE ALIGNS WITH OUTERFACE OF CONCRETE COLUMN. COORDINATE JOINTS TO ALLOWFOR REMOVAL DURING REGULAR MAINTENANCE.INNER FACE OF CONCRETE COLUMN SLOTBUILT-UP BEAM. REFER TOSTRUCTURAL DRAWINGSSTEEL PENETRATIONS BEYOND FOR ELECTRICAL CONDUIT.ELECTRICAL ROUTING BY SUB-CONTRACTOR.STEEL BEAM END PLATE.REFER TO STRUCTURALSTEEL PENETRATION FOR DOWNSPOUT AND CONDUITCONCEALED ACCESS PANEL WITHCONTINUOUS HINGE AND LOCK;ACCESS PANEL TO MATCH THE SPINEBEAM IN FINISH AND MATERIALPAINTED METAL ACCESSPANEL IN OPEN POSITIONHEAT TRACE CONTROLLERMOUNTED TO SIDE WALL OF SPINEBEAM. INSTALL PERMANUFACTURER'S GUIDELINES.ELECTRICAL ROUTING BYSUB-CONTRACTOR.MAINTENANCE LADDERATTACHMENTELECTRICAL CONDUIT. ROUTING BY SUBCONTRACTOR.STEEL PLATE. REFERTO STRUCTURALCOLD FLUID-APPLIEDWATERPROOFING WITHINMETAL GUTTER.14" SLOPESTAINLESS STEEL Z-CLIP WITH STAINLESS STEEL FASTENERS ASREQUIRED TO SUPPORT DOWNSPOUT. STAINLESS STEELSPACER AS REQUIRED. MONARCH MODEL MFSSCHAN CLIP. 78"MINIMUM VERTICAL CLEARANCE REQUIRED TO INSTALL ANDDETACH CLIP. COORDINATE JOINT DESIGN OF DOWNSPOUT TOACCOMMODATE REMOVAL DURING REGULAR MAINTENANCE.CUSTOM S.S. DOWNSPOUT RECESSED INTO COLUMN& SLOPED TO FOLLOW PROFILE OF COLUMN-- SEE STRUCTURAL DWGS. FOR FORMWORK--SEE MEP DWGS. FOR HEAT TRACE AND ROUTING SCOPEHEAT TRACE INSIDE GUTTER -- SEEELECTRICAL DWGS. FOR SPECS AND INSTALLALIGN CONDUIT TO BE MECHANICALLY FASTENED TO THECOLUMN RECESS, 16" O.C. MOUNTING HARDWARE TO BESTAINLESS STEEL.614"534"4"4"ELECTRICAL CONDUIT-- SEE ELECTRICAL DWGS.STAINLESS STEEL Z-CLIP WITH STAINLESS STEELFASTENERS AS REQUIRED TO SUPPORT DOWNSPOUT.STAINLESS STEEL SPACER AS REQUIRED. MONARCHMODEL MFSSCHAN CLIP.0'-0 5/8"138"TOGGLE CLIPCANOPY GLAZING:2 X 5/16" HS WITH SGP INTERLAYERGLAZING CASSETTE SHOP BONDED TOGLAZINGSS304 DRAINAGE PANWT10.5 X 41.5 CANOPY FRAMING34"1116"PRESSURE CAP & GASKETSCANOPY GLAZING:2X 5/16" HS WITH SGP INTERLAYERVENEER GLAZING RECEPTOR (SCHUCO)WT 10.5 X 41.5 CANOPY FRAMING3" 1 -0" GLAZING DETAILS - REFER TO EOC SPECS1A1487CAMPUS ROADSTATLER DRIVEEAST AVENUEKEY PLANPRO ECT NO:SCALEDRAWING TITLE.:SEAL SIGNATUREDRAWING NO:NO. DATE ISSUANCEARCHITECTSTRUCTURAL ENGINEERMEP ENGINEERHandel Architects, LLP120 Broadway, 6th FloorNew York, NY 10271T: 212.595.4112OWNERCornell UniversityIthaca, NY 14850LANDSCAPE DESIGNSilman32 Old Slip, 10th FloorNew York, NY 10005T: 212.620.7970M/E Engineering, P.C300 Trolley BoulevardRochester, NY 14606T: 585.288.5590Trow ridge Wolf Michaels TWMLA 1001 West Seneca Street, Suite 201Ithaca, NY 14850T: 607.277.1400SITE / CIVIL ENGINEERTG Miller, P.C605 W State Street, Suite AIthaca, NY 14850T: 607.272.6477 F: 607.273.6322CODE CONSULTANTCCI, PC215 West 40th Street, 10th FloorNew York, NY 10018T: 212.216.9596GEOTECH ENVIRONMENTAL ENGINEERLangan Engineering, D.P.C21 Penn Plaza,360 West 31st Street, 8th FloorNew York, NY 10001T: 212.479.5516 F: 212.479.5444All Rights ReservedC Handel Architects LLP 2020Statler HotelCornell UniversityIthaca, NYFACADE ENGINEERSEOC Partners LLC26 Broadway, Suite 1306New York, NY 10004T: 646.756.4731WATERPROOFING Vidaris, Inc360 Park Avenue S., Fl 15New York, NY 10010T: 212.689.5389RE3" = 1'-0"3" 1 -0" SECTION DETAIL CANOPY EAST END43" 1 -0"ENLARGED ELEVATION AT CANOPY EAST33" 1 -0"PLAN DETAIL AT PIER DOWNSPOUT SLOT23" 1 -0" GLAZING DETAILS - REFER TO EOC SPECS1B
PLANTERPTETETTTPPPPPPPPTTETTPLANTERLAERERELALLALLLEREEEARCHEDOPENING℄L2 L2 L2 L2 L2 L2 L2L2 L2 L2 L2 L2 L2 L2L2L21VESTIBULE169 SF10041STORAGE98 SF109193 SF111109ALIGN PAINTED METAL REVEALTO NEW PARTITION EDGE3L1L1 L1L1L1 L1V.I.F.V.I.F.ALIGN LIGHTS TO CEILING JOINTALIGN LIGHTS TO CEILING JOINT9'-6"CENTER CANOPYSTRUCTURE BTWNEXISTING WALLS9'-6"V.I.F.V.I.F.6'-7"2'-6"6'-7"2'-6"878"3'-5"2"EDGE OF GLASS PANELSTEEL RIB. REFER TO SECTION3/A405, 4/A402, 1/A401 ANDSTRUCTURAL DRAWINGSCLCLCLCLCL4METAL PANEL ONBOTTOM OF GUTTERMETAL PANEL ONBOTTOM OF GUTTEREXTENDS PAST DOORHEAD.REFER TO DETAIL1/A401DOWNSPOUT12" OPEN JOINT BETWEENGUTTER AND WALL12" OPEN JOINT BETWEENGUTTER AND WALLAUTOMATIC SLIDING DOORS. REFERTO PLANS, SECTIONS, AND SPECS.1487CAMPUS ROADSTATLER DRIVEEAST AVENUEKEY PLANPRO ECT NO:SCALEDRAWING TITLE.:SEAL SIGNATUREDRAWING NO:NO. DATE ISSUANCEARCHITECTSTRUCTURAL ENGINEERMEP ENGINEERHandel Architects, LLP120 Broadway, 6th FloorNew York, NY 10271T: 212.595.4112OWNERCornell UniversityIthaca, NY 14850LANDSCAPE DESIGNSilman32 Old Slip, 10th FloorNew York, NY 10005T: 212.620.7970M/E Engineering, P.C300 Trolley BoulevardRochester, NY 14606T: 585.288.5590Trow ridge Wolf Michaels TWMLA 1001 West Seneca Street, Suite 201Ithaca, NY 14850T: 607.277.1400SITE / CIVIL ENGINEERTG Miller, P.C605 W State Street, Suite AIthaca, NY 14850T: 607.272.6477 F: 607.273.6322CODE CONSULTANTCCI, PC215 West 40th Street, 10th FloorNew York, NY 10018T: 212.216.9596GEOTECH ENVIRONMENTAL ENGINEERLangan Engineering, D.P.C21 Penn Plaza,360 West 31st Street, 8th FloorNew York, NY 10001T: 212.479.5516 F: 212.479.5444All Rights ReservedC Handel Architects LLP 2020Statler HotelCornell UniversityIthaca, NYFACADE ENGINEERSEOC Partners LLC26 Broadway, Suite 1306New York, NY 10004T: 646.756.4731WATERPROOFING Vidaris, Inc360 Park Avenue S., Fl 15New York, NY 10010T: 212.689.5389RE1/4" = 1'-0"GENERAL NOTESE TERIOR MATERIALSKEYED NOTES1. REFER TO STRUCTURAL DRAWINGS FORADDITIONAL INFORMATION.2. REFER TO MECHANICAL AND ELECTRICALDRAWINGS FOR ADDITIONAL INFORMATION.3. REFER TO LANDSCAPE DRAWINGS FORADDITIONAL INFORMATION.4. REFER TO CIVIL DRAWINGS FOR ADDITIONALINFORMATION.12CANOPY LINEAR LIGHTS--SEE ELECTRICAL DRAWINGS FORSPECIFICATIONS, MOUNTING AND WIRINGGARDEN FLOOD LIGHTS--SEE ELECTRICAL DRAWINGS FORSPECIFICATIONS, MOUNTING AND WIRING--SEE LANDSCAPE DRAWINGS FORLOCATION AND QUANTITIESVISIONVISION (SMALL CANOPY)FRITTEDARCHITECTURALLY EXPOSED(AESS), PAINTED WITHTNEMEC PRIMER AND PAINTMETAL CLADDINGARCHITECTURALCAST-IN-PLACE CONCRETE3EXISTING SUSPENDED CEILING SYSTEM--REPLACE LIGHTS IN EXISTING CEILING.REMOVE EXITING CEILING AND REINSTALL ASNECESSARY FOR INSTALLATION OF NEWLIGHTING AND ELECTRICAL. REFER TOELECTRICAL DRAWINGS.--UNLESS OTHERWISE NOTED, ALL EXSITINGEQUIPMENT AND DEVICES TO REMAIN INCEILING. REFER TO ELECTRICAL DRAWINGS.4NEW PAINTED GWB CEILING. FINISH TO BESELECTED BY ARCHITECTS.1/4" 1 -0" ENLARGED ENTRY RCP21/4" 1 -0" ENLARGED CANOPY RCP LIGHTING1
VARIES3'-2"VARIES3'-2"SINGLE 1" THICK DOOR;SEE DOOR SCHEDULEA801 FOR MATERIAL,FINISH, SIZE AND RATINGPAIR 1" THICK DOORS;SEE DOOR SCHEDULEA801 FOR MATERIAL,FINISH, SIZE AND RATINGVARIESVARIESSEE SCHEDULESEESCHEDULECBVARIESAUTOMATIC GLASS SLIDING DOORS;SEE DOOR SCHEDULEA801 FOR MATERIAL,FINISH, SIZE AND RATINGA13'-312" VIF8'-10"SEE SCHEDULEJ1GWB PARTITIONHEAD/ JAMBH1534"178"314"8"RATED PARTITIONAS SCHEDULED.REFER TO PLANSH.M. FRAME WITHANCHORS AS REQUIRED DOORREFER TO SCHEDULEFOR DOOR TYPE58"BASE BELOW (AT JAMB)WHERE INDICATED,SEE FINISH SCHEDULE TYP.FRAME ANCHOR2"18"58"178"1"WOOD CLADDINGTO BE PATCHEDAND REPLACEDCL3'-2"3'-6"4'-0" MAX.MIN.DIMS SEE SPECMIN.DIMS SEE SPEC1'-4"2'-0"MAX. MAX.3"FLOOR ANCHOR CLIPSSECURE W/NO LESS THANTWO SUITABLE FASTENERSNO LESS THAN 3". DO NOTUSE DRIVE PINS. GROUT TOCLEAR THIS LOCATION.METAL STUDS DOUBLE@ EACH JAMB (TYP.)UNDERSIDE OF STRUCTURECHANNEL RUNNERCHANNEL RUNNER FASTENTO STRUCTURAL STUDW/SCREWS.JAMB ANCHOR CLIPS LOCATEDABOVE HINGE REINFORCEMENTSAND JUST BELOW TOPREINFORCEMENTS-- CLIPS ONSTRIKE SIDE TO OCCUR DIRECTLYOPPOSITE OF HINGE SIDE.CENTERLINE OF DEAD LOCKU.O.N.CENTERLINE OF PUSH PLATECENTERLINE OF PANICHARDWARECENTERLINE OF KNOB ORLEVER ON LOCK CL. OFROLLER LATCH U.O.N.DOOR SWITCH IN FRAME ANDDOOR WHERE APPLICABLEDRYWALL FRAMEINSTALLATIONa8" MIN. BEARING ATEACH END ON WALLLINTEL SEESTRUC. DWGSJAMB ANCHORAS REQUIREDFLOOR ANCHORAS REQUIREDDRYWALL FRAMEINSTALLATIONbCMU WALL FRAMEINSTALLATIONc1 18" x 14" GAUGEMETAL STRIPWELD TO FRAME2" x 8" x 14" GAUGEGALVANIZEDMETAL FLOORANCHOR STRIPTYPICAL FLOORANCHORaJAMB ANCHOR STRIPFRAME FACE MINUS 316"STUD WIDTH1 1516"1 1516"12"2"TYPICAL JAMB FORMETAL STUD /DRYWALLbCONTINUOUS WELDWELD AND GRINDSMOOTH WHEREEXPOSED TO VIEWTYPICAL FRAMECORNERcEXISTING GRANITESTONE SADDLEW/ PENCILED EDGECARPET OVER PADS1SCALE: 3"=1'-0"SILL DETAIL: CARPET / TILEVERIFYJAMB SIZET.O.SLAB38"DOOR AS SCHEDULEDALIGNWOOD CLADDING TO BEREPLACED (STRAIGHT SAWNMAHOGANY TO MATCH)REFER TO HARDWARESCHEDULE FOR EXIT DEVICE1'-6"3'-0"RATED PARTITION ASSCHEDULED. REFERTO PLANSREFER TO SCHEDULE FORDOOR TYPEFRAME ANCHORMIN.8A-8013'-2"WOOD CLADDING TO BEREPLACED (STRAIGHT SAWNMAHOGANY TO MATCH)PATCH ALL EXISTING EDGESFOR A SEAMLESS TRANSITIONREFER TO HARDWARESCHEDULE FOR EXIT DEVICEREFER TO HARDWARE SCHEDULEFOR SURFACE CLOSERWOOD BASEREFER TO SCHEDULE FORDOOR TYPEREMOVE EXISTING DOOR10"1058"EXISTING LIMESTONEF.O. LIMESTONECLADDING BEYONDF.O. LIMESTONECLADDING BEYONDNEW SIDEWALK - SEELANDSCAPE DWGS.AS NOTEDA-801DOOR DETAILS SCHEDULE1487CAMPUS ROADSTATLER DRIVEEAST AVENUEKEY PLANPRO ECT NO:SCALEDRAWING TITLE.:SEAL SIGNATUREDRAWING NO:NO. DATE ISSUANCEARCHITECTSTRUCTURAL ENGINEERMEP ENGINEERHandel Architects, LLP120 Broadway, 6th FloorNew York, NY 10271T: 212.595.4112OWNERCornell UniversityIthaca, NY 14850LANDSCAPE DESIGNSilman32 Old Slip, 10th FloorNew York, NY 10005T: 212.620.7970M/E Engineering, P.C300 Trolley BoulevardRochester, NY 14606T: 585.288.5590Trow ridge Wolf Michaels TWMLA 1001 West Seneca Street, Suite 201Ithaca, NY 14850T: 607.277.1400SITE / CIVIL ENGINEERTG Miller, P.C605 W State Street, Suite AIthaca, NY 14850T: 607.272.6477 F: 607.273.6322CODE CONSULTANTCCI, PC215 West 40th Street, 10th FloorNew York, NY 10018T: 212.216.9596GEOTECH ENVIRONMENTAL ENGINEERLangan Engineering, D.P.C21 Penn Plaza,360 West 31st Street, 8th FloorNew York, NY 10001T: 212.479.5516 F: 212.479.5444All Rights ReservedC Handel Architects LLP 2020Statler HotelCornell UniversityIthaca, NYFACADE ENGINEERSEOC Partners LLC26 Broadway, Suite 1306New York, NY 10004T: 646.756.4731WATERPROOFING Vidaris, Inc360 Park Avenue S., Fl 15New York, NY 10010T: 212.689.5389RE1/4" 1 -0" DOOR TYPES11/4" 1 -0" DRYWALL FRAME INSTALLATION MOUNTING HEIGHTS23" 1 -0" DOOR SILL DETAILS33" 1 -0" DOOR HEAD AND AMB DETAILS51/4" 1 -0" A ON DETAILS - HM FRAME4N/A DOOR SCHEDULE63" 1 -0" DOOR 102 PLAN 73" 1 -0" DOOR 102 INTERIOR ELEVATION83" 1 -0" DOOR 103 HEAD AND AMB DETAIL9
1487CAMPUS ROADSTATLER DRIVEEAST AVENUEKEY PLANPROJECT NO:SCALEDRAWING TITLE.:SEAL & SIGNATUREDRAWING NO:NYC DOB NO:NO. DATE ISSUANCEARCHITECTSTRUCTURAL ENGINEERMEP ENGINEERHandel Architects, LLP120 Broadway, 6th FloorNew York, NY 10271T: 212.595.4112OWNERCornell UniversityIthaca, NY 14850LANDSCAPE DESIGNSilman32 Old Slip, 10th FloorNew York, NY 10005T: 212.620.7970M/E Engineering, P.C300 Trolley BoulevardRochester, NY 14606T: 585.288.5590Trowbridge Wolf Michaels (TWMLA)1001 West Seneca Street, Suite 201Ithaca, NY 14850T: 607.277.1400SITE / CIVIL ENGINEERTG Miller, P.C605 W State Street, Suite AIthaca, NY 14850T: 607.272.6477 F: 607.273.6322CODE CONSULTANTCCI, PC215 West 40th Street, 10th FloorNew York, NY 10018T: 212.216.9596GEOTECH & ENVIRONMENTAL ENGINEERLangan Engineering, D.P.C21 Penn Plaza,360 West 31st Street, 8th FloorNew York, NY 10001T: 212.479.5516 F: 212.479.5444All Rights ReservedDrawing: Q:\19000\19892\drawings\19892 S-001.dwgC Handel Architects LLP 2020Statler HotelCornell UniversityIthaca, NYFACADE ENGINEERSEOC & Partners LLC26 Broadway, Suite 1306New York, NY 10004T: 646.756.4731FACADE ENGINEERSVidaris, Inc360 Park Avenue S., Fl 15New York, NY 10010T: 212.689.5389SILMAN #19892-- 01/15/2021 DD PROGRESS SET-- 01/22/2021 DD PRICING SET-- 01/29/2021 100% DD SET-- 02/22/2021 50% CD SET-- 03/18/2021 100% CD SETS-001GENERAL NOTES ANDLEGEND-- 01/15/2021 DD PROGRESS SET-- 01/22/2021 DD PRICING SET-- 01/29/2021 100% DD SET1 of 7
1487CAMPUS ROADSTATLER DRIVEEAST AVENUEKEY PLANPROJECT NO:SCALEDRAWING TITLE.:SEAL & SIGNATUREDRAWING NO:NYC DOB NO:NO. DATE ISSUANCEARCHITECTSTRUCTURAL ENGINEERMEP ENGINEERHandel Architects, LLP120 Broadway, 6th FloorNew York, NY 10271T: 212.595.4112OWNERCornell UniversityIthaca, NY 14850LANDSCAPE DESIGNSilman32 Old Slip, 10th FloorNew York, NY 10005T: 212.620.7970M/E Engineering, P.C300 Trolley BoulevardRochester, NY 14606T: 585.288.5590Trowbridge Wolf Michaels (TWMLA)1001 West Seneca Street, Suite 201Ithaca, NY 14850T: 607.277.1400SITE / CIVIL ENGINEERTG Miller, P.C605 W State Street, Suite AIthaca, NY 14850T: 607.272.6477 F: 607.273.6322CODE CONSULTANTCCI, PC215 West 40th Street, 10th FloorNew York, NY 10018T: 212.216.9596GEOTECH & ENVIRONMENTAL ENGINEERLangan Engineering, D.P.C21 Penn Plaza,360 West 31st Street, 8th FloorNew York, NY 10001T: 212.479.5516 F: 212.479.5444All Rights ReservedDrawing: Q:\19000\19892\drawings\19892 S-100.dwgC Handel Architects LLP 2020Statler HotelCornell UniversityIthaca, NYFACADE ENGINEERSEOC & Partners LLC26 Broadway, Suite 1306New York, NY 10004T: 646.756.4731FACADE ENGINEERSVidaris, Inc360 Park Avenue S., Fl 15New York, NY 10010T: 212.689.5389SILMAN #19892-- 01/15/2021 DD PROGRESS SET-- 01/22/2021 DD PRICING SET-- 01/29/2021 100% DD SET-- 02/22/2021 50% CD SET-- 03/18/2021 100% CD SETS-100PLANS2 of 7
4'-0"
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2'-0"4'-0"TYP.2'-0"4'-0"TYP.2'-0"4'-0"TYP.2'-0"4'-0"TYP.2'-0"1487CAMPUS ROADSTATLER DRIVEEAST AVENUEKEY PLANPROJECT NO:SCALEDRAWING TITLE.:SEAL & SIGNATUREDRAWING NO:NYC DOB NO:NO. DATE ISSUANCEARCHITECTSTRUCTURAL ENGINEERMEP ENGINEERHandel Architects, LLP120 Broadway, 6th FloorNew York, NY 10271T: 212.595.4112OWNERCornell UniversityIthaca, NY 14850LANDSCAPE DESIGNSilman32 Old Slip, 10th FloorNew York, NY 10005T: 212.620.7970M/E Engineering, P.C300 Trolley BoulevardRochester, NY 14606T: 585.288.5590Trowbridge Wolf Michaels (TWMLA)1001 West Seneca Street, Suite 201Ithaca, NY 14850T: 607.277.1400SITE / CIVIL ENGINEERTG Miller, P.C605 W State Street, Suite AIthaca, NY 14850T: 607.272.6477 F: 607.273.6322CODE CONSULTANTCCI, PC215 West 40th Street, 10th FloorNew York, NY 10018T: 212.216.9596GEOTECH & ENVIRONMENTAL ENGINEERLangan Engineering, D.P.C21 Penn Plaza,360 West 31st Street, 8th FloorNew York, NY 10001T: 212.479.5516 F: 212.479.5444All Rights ReservedDrawing: Q:\19000\19892\drawings\19892 S-101.dwgC Handel Architects LLP 2020Statler HotelCornell UniversityIthaca, NYFACADE ENGINEERSEOC & Partners LLC26 Broadway, Suite 1306New York, NY 10004T: 646.756.4731FACADE ENGINEERSVidaris, Inc360 Park Avenue S., Fl 15New York, NY 10010T: 212.689.5389SILMAN #19892-- 01/15/2021 DD PROGRESS SET-- 01/22/2021 DD PRICING SET-- 01/29/2021 100% DD SET-- 02/22/2021 50% CD SET-- 03/18/2021 100% CD SETS-101LOADING PLANS3 of 7
1487CAMPUS ROADSTATLER DRIVEEAST AVENUEKEY PLANPROJECT NO:SCALEDRAWING TITLE.:SEAL & SIGNATUREDRAWING NO:NYC DOB NO:NO. DATE ISSUANCEARCHITECTSTRUCTURAL ENGINEERMEP ENGINEERHandel Architects, LLP120 Broadway, 6th FloorNew York, NY 10271T: 212.595.4112OWNERCornell UniversityIthaca, NY 14850LANDSCAPE DESIGNSilman32 Old Slip, 10th FloorNew York, NY 10005T: 212.620.7970M/E Engineering, P.C300 Trolley BoulevardRochester, NY 14606T: 585.288.5590Trowbridge Wolf Michaels (TWMLA)1001 West Seneca Street, Suite 201Ithaca, NY 14850T: 607.277.1400SITE / CIVIL ENGINEERTG Miller, P.C605 W State Street, Suite AIthaca, NY 14850T: 607.272.6477 F: 607.273.6322CODE CONSULTANTCCI, PC215 West 40th Street, 10th FloorNew York, NY 10018T: 212.216.9596GEOTECH & ENVIRONMENTAL ENGINEERLangan Engineering, D.P.C21 Penn Plaza,360 West 31st Street, 8th FloorNew York, NY 10001T: 212.479.5516 F: 212.479.5444All Rights ReservedDrawing: Q:\19000\19892\drawings\19892 S-102.dwgC Handel Architects LLP 2020Statler HotelCornell UniversityIthaca, NYFACADE ENGINEERSEOC & Partners LLC26 Broadway, Suite 1306New York, NY 10004T: 646.756.4731FACADE ENGINEERSVidaris, Inc360 Park Avenue S., Fl 15New York, NY 10010T: 212.689.5389SILMAN #19892-- 01/15/2021 DD PROGRESS SET-- 01/22/2021 DD PRICING SET-- 01/29/2021 100% DD SET-- 02/22/2021 50% CD SET-- 03/18/2021 100% CD SETDEFLECTION MAPSS-1024 of 7