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HomeMy WebLinkAboutCity CentreVDTSTGFSFZHHPSSPTSTSPXTVDTDNCCNONCCNOVDSIZEMINMAXCFMSIZEMARK30"x18"18"x18"30"x18"12"x12"12"ø12"x10"ø18"x18"12"ø18"ø12"ø12"x12"12"ø12"x10"ø30"x18"18"ø18"x18"30"x18"18"x18"30"x18"30"x18"18"ø18"x18"12"ø18"ø12"ø12"ø18"ø12"ø18"ø18"x18"18"x18"18"ø18"ø18"ø18"ø12"ø12"ø12"ø12"ø10"ø10"ø12"x18"12"x18"18"x18"18"x18"18"x18"12"x18"12"x18"12"x18"12"x18"18"x18"18"x18"12"ø12"øAADBDDFSFDMDSDDSDNIC NOT IN CONTRACTPAL PERFORATED ACOUSTIC LININGPIPE GUIDEPIPE ANCHOREND CAPAIR SEPARATORDUCT SPLIT - RADIUS ELBOW(SIZE INDICATED)(SIZE INDICATED)DUCT SPLIT - SQUARE ELBOWAND BOURDON TUBEPRESSURE GAUGE WITH GAUGE COCKPRESSURE GAUGE WITH GAUGE COCKSPACE STATIC PRESSURE SENSORFLEXIBLE DUCT (SIZE PER TABLE,THIS SHEET)45° LATERAL, ROUND TO ROUND45° CONICAL LATERAL, ROUND TO ROUNDPUMP - GENERICFLOW METERSTATIC PRESSURE SENSOR - DUCT MOUNTEDHUMIDISTAT - WALL MOUNTEDTHERMOSTAT - DUCT MOUNTEDTRANSITION - RECTANGULAR TOSHORT RADIUS ELBOW - 90°RETURN/EXHAUST AIR REGISTER/GRILLESUPPLY AIR DIFFUSER/GRILLELINEAR DIFFUSERTRANSFER AIR DESIGNATIONSUPPLY AIR DESIGNATIONRETURN AIR DESIGNATIONEXHAUST AIR DESIGNATIONRETURN/EXHAUST REGISTER, CEILING ORDUCT MOUNTEDOUTSIDE AIR DUCT (UP AND DOWN)SUCTION DIFFUSERPUMP - END SUCTIONPUMP - DOUBLE SUCTIONPUMP - IN LINE CIRCULATORBASKET STRAINER -ELEVATION AND PLANY-STRAINERTHERMOMETERPRESSURE/TEMPERATURE TEST FITTINGUNIONFLEXIBLE CONNECTIONTEE CONNECTION - STRAIGHT, DOWN, AND UPAIR VENT - (MANUAL)AUTOMATIC AIR VENTSTEAM TRAP - FLOAT AND THERMOSTATICPIPE UP AND DOWNCONCENTRIC REDUCERECCENTRIC REDUCERPITCH OF PIPE, DROP (D) RISE (R)FLOW SWITCHLOW PRESSURE DRIP ASSEMBLY W/ DRIP LEGHIGH PRESSURE DRIP ASSEMBLY W/ DRIP LEGLOW PRESSURE STEAM TRAP ASSEMBLY W/ DRIP LEGHIGH PRESSURE STEAM TRAP ASSEMBLY W/ DRIP LEGSINGLE LINE DOUBLE LINE DESCRIPTIONSUPPLY/OUTSIDE AIR DUCTRETURN AIR DUCTSUPPLY/OUTSIDE AIR DUCT ELBOWRECTANGULAR (UP AND DOWN)DENOTES RECTANGULAR OR SQUAREDUCT, SIZE IN INCHESDENOTES ROUND DUCT, SIZE IN INCHESDENOTES FLAT OVAL DUCT, SIZEROUND OR FLAT OVAL DUCT SUPPLY/END OF DUCT (CAPPED)SUPPLY AIR TERMINAL, CEILING OR DUCTMOUNTED, SQUARE & RECTANGULAR(SHADED AREA(S) DENOTE # & DIRECTIONOF BLANKED OFF SECTION(S))SIDEWALL AIR TERMINAL WITH VD(ARROWS DENOTE THROW DIRECTION)IN INCHESRECTANGULAR (UP AND DOWN)RETURN DUCT BELOWSQUARE VANED ELBOW - 90°TRANSITION - CONCENTRICTRANSITION - ECCENTRICDUCT RISE (IN DIRECTION OF ARROW)FREEZESTAT (LOW TEMPERATURE DIRECTOR)THERMOSTAT - WALL MOUNTEDHUMIDISTAT - DUCT MOUNTEDCLOSED CELL FOAM ACOUSTICAL LINING -DUCT DIMENSIONS SHOWN INDICATEINSIDE CLEAR DIMENSIONSSYMBOL DESCRIPTIONSTEAM TRAP - BUCKETSTEAM TRAP - THERMOSTATICSTEAM TRAP - THERMODYNAMICNOT ALL SYMBOLS, ABBREVIATIONS AND LINE DESIGNATIONS ARE°FDEGREES FAHRENHEITWITH PILOT LIGHTAIR CONDITIONING UNITDDC DIRECT DIGITAL CONTROLSBASBUILDING AUTOMATION SYSTEMAF AIRFOIL(F)FUTURENEW(N)CRCSPOINT OF CONNECTION BETWEEN NEWAND EXISTING WORKPOINT OF DISCONNECT BETWEEN EXISTINGAND TO BE REMOVED WORKSECTION LETTERSECTION DRAWING NUMBERXPWPWGWBVTRVRVVIBVIVELEXPLOSION PROOFWATERPROOFWATER GAUGEWET BULBVENT THROUGH ROOFVARIABLE REFRIGERANT VOLUMEVIBRATIONVIBRATION ISOLATORVELOCITYVARIABLE AIR VOLUMEVACUUMVENT OR VOLTSUNIT VENTILATORUNOCCUPIEDUNLESS NOTED OTHERWISEUNIT HEATERUNDERCUTTOTAL STATIC PRESSURETOTAL PRESSURETOP OF STEELTOP OF PIPETOP OF DUCTTHERMOMETERTOTAL HEATTEMPERATURETOILET EXHAUST (FAN)TESTING AND BALANCINGTHERMOSTATSOFT WATERSUCTIONSTAINLESS STEELSTEAMSTORAGE TANKSAFETY RELIEF VALVEVAVVACVUVUNOCCUNOUHUCTSPTPTOSTOPTODTHERMTHTEMPTE(F)TABTSWSUCTST STLSTMSTSRVSQ FTSPTRHRGRFRELDREREGREFRRDRCPRADRASQUARE FEETSET POINTRELATIVE HUMIDITYRETURN AIR GRILLERETURN AIR FANRELIEF DAMPERRELIEF AIRREGULATORREFRIGERANTRETURN AIR DAMPERRADIANT CEILING PANELRADIATIONRETURN AIRHIGH TEMPERATURE HOT WATERHEAT PUMP WATER RETURNHIGH PRESSURE DRIPHIGH PRESSURE CONDENSATEHORSEPOWER or HEAT PUMPHAND-OFF SELECTOR SWITCHHAND-OFF AUTOMATIC SELECTOR SWITCHHIGH LIMITARRESTANCE FILTERHIGH EFFICIENCY PARTICULATEHEAT EXCHANGER PACKAGEHEAT EXCHANGERHEADHEATING COILHUMIDISTATGRAINS PER POUNDGLYCOL WATER SUPPLYGENERAL CONTRACTORGALLONSGLYCOL WATER RETURNGALLONS PER MINUTEGALLONS PER HOURGASFREEZESTATFACE VELOCITYFIN TUBE RADIATIONFLOAT & THERMOSTATIC TRAPFEET WATER GAUGEFAN TERMINAL BOXFEETFLOW SWITCHFIBERGLASS REINFORCED PIPEFEET PER SECONDFEET PER MINUTEHTHWHPWRHPDHPCHPH/OHOAHLHEPAHEPHEHDHCHGR/LBGWSGCGALGWRGPMGPHGFZFVFTRF&TFT/WGFTBFTFSFRPFPSFPMPOLYVINYL CHLORIDEPRESSURE TRANSMITTERPOUNDS PER SQUARE INCH GAUGEPOUNDS PER SQUARE INCH ABSOLUTEPOUND PER SQUARE FOOTPRESSURE SENSOR DUCT STATICPRESSURE REDUCING VALVEPRESSURE REDUCING DEVICEPNEUMATICPREHEAT COILPHASEPLATE AND FRAME HEAT EXCHANGERPERFORATEDPRESSURE DROPPLUMBING CONTRACTORPROPYLENE GLYCOLPUMPNATURAL GASORIFICE PLATEOUTSIDE DIAMETEROCCUPIEDOPPOSED BLADE DAMPEROUTSIDE AIR INTAKEOUTSIDE AIRNOT TO SCALENORMALLY OPENNORMALLY CLOSEDMEDIUM PRESSURE STEAMMEDIUM PRESSURE DRIPMEDUIM PRESSURE CONDENSATEMOTOR OPERATED DAMPERPVCPTPSIGPSIAPSFPSPRVPRDPNEUPHCPHPFHEPERFPDPCP.G.PNGOPODOCCOBDOAIOANTSNONCMPSMPDMPCMODMOTOR HORSEPOWERMOTOR CONTROL CENTERMECHANICAL CONTRACTOR1000 BTU PER HOURMAKE UP AIR FANLEAVING WATER TEMPERATURELOW PRESSURE STEAMLOW PRESSURE DRIPLOW PRESSURE CONDENSATELATENT HEATLINEAR FEETPOUNDS PER HOURPOUND(S)LEAVING AIR TEMPERATUREKILOWATTINCHES WATER GAUGEINCHINTERLOCKINSIDE DIAMETERHERTZHEATING & VENTILATINGHOT WATER SUPPLYHOT WATER RETURNHOT WATERHEATING, VENTILATING, AIR CONDITIONINGHEATING & VENTILATING UNITHUMIDITY OR HUMIDIFIERHEATERMHPMCCMCMBHMAFLWTLPSLPDLPCLHLFLB/HRLBLATKWIN/WGINI/LIDHzH&VHWSHWRHWHVACHVHUMHTRFUEL OIL VENTFLAT ON TOPFUEL OIL SUPPLYFUEL OIL RETURNFLAT ON BOTTOMFLOW METERFULL LOAD AMPSFIBERGLASSFLOOR DRAINFIRE DAMPERFAN COIL UNITFORWARD CURVEDFILTER or FANEXHAUSTENTERING WATER TEMPERATUREELECTRIC UNIT HEATEREXPANSION TANKEXTERNAL STATIC PRESSUREEXHAUST FANEQUIVALENT DIRECT RADIATIONELECTRIC DUCT HEATERECCENTRICELECTRICAL CONTRACTOREXHAUST AIRENTERING AIR TEMPERATUREEXISTINGFOVFOTFOSFORFOBFMFLAFGFDFDFCUFCFEXHEWTEUHETESPEFEDREDHECCECEAEAT(E)DIRECT EXPANSIONDUCT SMOKE DETECTORDRAINDOMESTICDOWNDOOR LOUVERDUAL TEMPERATURE WATER SUPPLYDUAL TEMPERATURE WATER RETURNDIFFERENTIALDIAMETERDUCT FURNACEDEHUMIDIFIERDRY COOLERDUST COLLECTORDRY BULBCOLD WATERCONSTANT VOLUME BOXCONSTANT VOLUMECABINET UNIT HEATERCONDENSING UNITCOOLING TOWERCLEAN STEAM - PSIGCOMPUTER ROOMCONDENSATE PUMPCONDENSATECONCENTRICCOMPRESSORCHILLED WATER SUPPLYCHILLED WATER RETURNCHEMICALCHILLERDXDSDDRDOMDNDLDTWSDTWRDIFFDIA./ DFDEHDCRDCDBCWCVBCVCUHCUCTCS - __CRUCPCONDCONCOMPCWSCWRCHEMCHCUBIC FEET PER MINUTECUBIC FEET PER HOURCHEMICAL FEED UNITCONDENSER WATER SUPPLYCONDENSER WATER RETURNCOOLING COILCONTINUOUS BOILER BLOWDOWNCONDENSATE - PSIGCOMBUSTION AIRBUTTERFLY VALVEBRITISH THERMAL UNIT PER HOURBRITISH THERMAL UNITBYPASS AIR DAMPERBOTTOM OF PIPEBOTTOM OF DUCTBACKWARD INCLINEBRAKE HORSEPOWERBLAST GATEBOILER FEEDWATERBACK FLOW PREVENTERBOILER FEED UNITBACKDRAFT DAMPERBOILER BLOWDOWNBOILERAUTOMATIC TEMPERATURE CONTROLAIR SEPARATORACCESS PANELAIR MEASURING DEVICEACOUSTICAL LININGAIR HANDLING UNITABOVE FINISHED FLOORACCESS DOORATMOSPHERIC VENTAIR CONDITIONING UNITCFMCFHCFCSCRCCCBDC - __CABVBTUHBTUBPDBOPBODBIBHPBGBFWBFPBFBDBBDBATCASAPAMDAL or (L)AHUAFFADATVACCLEAN STEAM - PSIGCOMMON SAFETY LINECONTINUOUS BOILER BLOWDOWNBOILER BLOWDOWNCOIL CONDENSATE DRAINBOILER FEED WATERMAKE UP WATERCHEMICAL FEEDFUEL OIL VENTCS-15CLSCBDBDCBFWMUCFFOVGWRGWSFORFOSPC-15LPCMPCHPCLPSMPSHPSSTM-15HPWRHPWSHWRHWSCWRCWSGLYCOL WATER RETURNGLYCOL WATER SUPPLYFUEL OIL RETURNFUEL OIL SUPPLYPUMPED CONDENSATE - PSIGLOW PRESSURE CONDENSATEMEDIUM PRESSURE CONDENSATEHIGH PRESSURE CONDENSATELOW PRESSURE STEAMMEDIUM PRESSURE STEAMHIGH PRESSURE STEAMSTEAM - PSIGHEAT PUMP WATER RETURNHEAT PUMP WATER SUPPLYHOT WATER RETURNHOT WATER SUPPLYCONDENSER WATER RETURNCONDENSER WATER SUPPLYCHILLED WATER RETURNCHILLED WATER SUPPLYHEAT PUMP WATER SUPPLYHIGH PRESSURE STEAMHPWSHPSDTWRDTWSDUAL TEMPERATURE WATER RETURNDUAL TEMPERATURE WATER SUPPLYNECESSARILY USED ON THIS PROJECT.1.TEMPERATURE SWITCHPRESSURE SWITCHDIFFUSER TAGCOMBINATION BALANCING/SHUTOFF VALVEW/ PRESSURE TAPSNEEDLE VALVEPLUG VALVEBUTTERFLY VALVEBALANCE VALVEBALL VALVEPRESSURE REGULATING VALVEPRESSURE RELIEF VALVEPRESSURE REDUCING VALVENON-SLAM LIFT CHECK VALVECHECK VALVETRIPLE DUTY VALVEGLOBE VALVEGATE VALVEANGLE VALVE2-WAY ELECTRIC VALVE2-WAY PNEUMATIC VALVE3-WAY ELECTRIC VALVE3-WAY PNEUMATIC VALVEVACUUM BREAKERTEMPERATURE ELEMENTTEMPERATURE SENSORTHERMOSTAT W/ GUARD - WALL MOUNTEDTEMPERATURE SENSOR - WALL MOUNTEDDUCT ELEVATIONEXISTING TO REMAINETRPACKAGED TERMINAL AIR CONDITIONERPTACMV12"Ø(L) 12"x12"(L)AUTOMATIC AIR DAMPERAADBOTTOM OF STEELBOSHEAT RECOVERY UNITHRUPACKAGED TERMINAL HEAT PUMPPTHPVRF VARIABLE REFRIGERANT FLOWREFRIGERANT SUCTIONRSSPSHSFSEFSAS - __RVRTURPMRLRHGRHCSTATIC PRESSURESENSIBLE HEATSUPPLY AIR FANSMOKE EXHAUST FANSUPPLY AIRSTEAM - PSIGREFRIGERANT - VENTROOFTOP UNITREVOLUTIONS PER MINUTEREFRIGERANT LIQUIDREFRIGERANT HOT GASREHEAT COILAUTO AIR DAMPERBACK DRAFT DAMPERFIRE DAMPERMOTORIZED DAMPERSMOKE DAMPERVOLUME DAMPERCOMBINATION FIRE/SMOKE DAMPERDUCT SMOKE DETECTOREXISTING PIPING/DUCTWORKREMOVAL PIPING/DUCTWORKNEW WORK PIPING/DUCTWORKVAV BOX TAGDEIONIZED WATERDIENERGY MONITORING CONTROL SYSTEMECMSFLOW CONTROL VALVEFCVFIBERGLASS REINFORCEDPIPEFRPFUME HOOD EXHAUSTFHEFUME HOODFHRHR REHEAT HOT WATER RETURNRHS REHEAT HOT WATER SUPPLYRO REVERSE OSMOSIS WATERSD SUPPLY AIR DIFFUSERTEMPERATURE TRANSMITTERTTVACUUM BREAKERVBVP VACUUM PUMPCGWRCGWSCOGEN WATER RETURNCOGEN WATER SUPPLYEXHAUST AIR DUCT ELBOWRECTANGULAR (UP AND DOWN)EXHAUST AIR DUCT90° CONICAL TAKEOFF, ROUND TO90° TAKEOFF, ROUND TO ROUND,ROUND SHOE TAP90° TAKEOFF, RECTANGULAR TOSTRAIGHT SHOE TAPCFMRASAIR DUCT (UP AND DOWN)ROUND OR FLAT OVAL DUCT RETURNAIR DUCT (UP AND DOWN)ROUND OR FLAT OVAL DUCT EXHAUSTROUNDROUNDTS-00P/TFMHPLPHPDLPDTHTDBFBRDNOTESMISC. SYMBOLSLINE DESIGNATIONSPIPING SYMBOLSDUCTWORK SYMBOLSABBREVIATIONSAVDUCTWORK SYMBOLS CONT.FCMINIMUM REQUIREDTE-00CONTROLS:9' - 0"A#SDA. UNLESS OTHERWISE SPECIFIED IN THESE DOCUMENTS, ALLEXHAUST AND RELIEF FANS SHALL BE CONTROLLED BY TIME CLOCK,TIME CLOCK PROVIDED BY HVAC CONTRACTOR, CONNECTED TOHAND-OFF-AUTO RELAYS OF FAN MOTOR STARTERS, OR START-STOPOF VFD'S. ALL POWER WIRING OF TIME CLOCK BY HVAC CONTRACT.B. ALL EXHAUST AND RELIEF FANS SHALL HAVE POSITIVE CLOSUREDAMPERS INTERLOCKED TO OPEN WHEN FAN IS ENERGIZED,EXCEPTING SMOKE MANAGEMENT SYSTEMS, DRYER VENTS ANDCOOKING EQUIPMENT.C. ALL DIRECT DRIVE FANS SHALL BE PROVIDED WITH SOLID STATEMOTOR CONTROLLERS OR ELECTRONICALLY COMMUTATED MOTORS(ECM) WITH ALL REQUIRED CONTROL DEVICES FOR SPEEDADJUSTMENT OF THE FAN MOTOR.D. FOR ALL HVAC EQUIPMENT (EXCLUDING SMOKE MANAGEMENTSYSTEMS AND COOKING APPLICATIONS) PROVIDE AN INTERLOCK TOTHE MOTORIZED DAMPER SUCH THAT THE DAMPERS WILL CLOSE UPONUNOCCUPIED CONDITION. HVAC CONTRACT TO PROVIDE TIME CLOCKOR DDC CONTROL.E. EACH ZONE SHALL HAVE A 7 DAY-4 FUNCTION PER DAYPROGRAMMABLE CONTROLLER WITH A 5°F DEADBAND AND SETPOINTOVERLAP RESTRICTIONS.F. MINIMUM AUTOMATIC CONTROLS SHALL SETBACK TO 55°F (HEAT)AND 85°F (COOL); 7-DAY CLOCK, 2-HOUR OCCUPANT OVERRIDE,10-HOUR BACKUP.G. PROVIDE ECONOMIZER AND RETURN SIDE DUCT SMOKEDETECTORS ON ALL HVAC EQUIPMENT OVER 2000 CFM.H. PROVIDE EXHAUST AIR ENERGY RECOVERY ON ALL HVACEQUIPMENT OVER 5000 CFM SUPPY.I. SEE SCHEDULES, SPECIFICATIONS, DETAILS AND NOTES WHICHMAY SUPERCEDE THESE MINIMUM PERFORMANCE REQUIREMENTS.TAP AND FLEX DUCT SIZING TABLE TAP AND FLEX DUCT SIZE SUPPLY DIFFUSER CFM RANGE RETURN/EXHAUST REGISTER CFM RANGE 6"Ø FLEX / DUCT 1 CFM THRU 100 CFM 1 CFM THRU 80 CFM 8"Ø FLEX / DUCT 105 CFM THRU 200 CFM 85 CFM THRU 175 CFM 10"Ø FLEX / DUCT 205 CFM THRU 400 CFM 180 CFM THRU 300 CFM 12"Ø FLEX / DUCT 405 CFM THRU 600 CFM 305 CFM THRU 525 CFMNOTES: 1. PROVIDE A VOLUME DAMPER ON SUPPLY, RETURN, EXHAUST AND OUTSIDE AIR TAPS, BALANCE TO DIFFUSER/REGISTER TAG VOLUME. 14"Ø FLEX / DUCT 605 CFM THRU 900 CFM 530 CFM THRU 800 CFM PIPE SIZING SCHEDULESIZE MIN GPM MAX GPM3/4" 0 3.51" 3.6 7.51 1/4" 7.6 131 1/2" 13.5 202" 21 402 1/2" 41 753" 76 1204" 121 2505" 251 4506" 451 750NOTES: 1. PIPE SIZING TABLE SHALL BE UTILIZED IF PIPE TAG IS NOT PRESENT.B.DIVADKEELEYENGINEERDESNECILRPFOELNAIOSSTATEFOKROYWESN030007°°°°°°°°ROISLECXEengineering, p.c.ECPhone: (585)641-7121Fax: (585) 362-4175www.ec4b.com15 Schoen PlaceSuite 300Pittsford, NY 14534REVISIONIt is a violation of New York Education Law Article 145 Sec.7209, for any person, unless acting under thedirection of a licensed professional engineer, architect, or land surveyor, to alter an item in any way. If anitem bearing the seal of an engineer, architect, or land surveyor is altered; the altering engineer, architect,or land surveyor shall affix to the item their seal and notation "altered by" followed by their signature anddate of such alteration, and a specific description of the alteration.NO.PROJECT/CLIENTPROJECT MANAGER:REVIEWED BY:DRAWN BY:ISSUED FORDATE:DRAWING TITLEPROJECT NUMBERSCALE:AS NOTEDDRAWING NUMBERDATENEWMAN DEVELOPMENT GROUPDBKPERMIT ISSUE (07/10/2017)07/10/2017ITHACA, NYM1.0016162PERMIT07-10-2017LEGEND &ABBREVIATIONSCTLDBKCITY CENTRE XFS FS FS FS FS FS FSFSFSFS FSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSAAD AADAADFSFS FSXFSXFSXFSXFSXFSXFSXFS FS FS FS FS FS FSHRU-1BMAU-1HRU-1AFUTURE EQUIPMENT PROVIDED BY TENANT.FAN IS NOT IN CONTRACT.PROVIDE DUCTWORK AS SHOWN.FUTURE EQUIPMENT PROVIDED BY TENANT.FAN/MAU IS NOT IN CONTRACT.PROVIDE DUCTWORK AS SHOWN.SMOKE REMOVAL FAN2500 CFM - 1.3" ESP24x24(L), 4150 CFM SA22x22(L), 3350 CFM SA20x20(L), 2950 CFM SA24x24(L)3625 CFM EA16" EA1000 CFM EA FROM DISH HOODEF-100012" EA1600 CFM EA FROM PIZZA HOODPROVIDE 2" FYRE WRAP CONTINUOUSFROM OVEN TO FAN ON ROOF.EF-16008000 CFM EA FROM KITCHEN HOODPROVIDE 2" FYRE WRAP CONTINUOUSFROM HOOD TO FAN ON ROOF.26x24 EA6000 CFM SA FROM MAU26x24 SAEF-80006000 CFM OA21,000 CFM EAFROM GARAGE24" EAEXHAUST UP FROMPARKING GARAGEFAN ROOM200 CFM26x26(L), 4950 CFM SA24x24(L)4100 CFM EA4950 CFM OA500 CFM20x20(L), 2550 CFM SA8'x4' FLOOR GRILLEFAN WALLSF-11000 CFM EA FROMTENNANT TRASH2000 CFM EA FROMRESIDENTIAL TRASH4875 CFM OASF-2SHAFTSHAFTSHAFTEF-30008,000 CFM OAFROM INLET8,000 CFM OAFROM INLET8,000 CFM OAFROM INLET10,000 CFM10,000 CFMEF-25002150 CFM600 CFM250 CFM250 CFM250 CFM250 CFM1400 CFM400 CFM18x18(L)18x14(L)22x22(L), 3750 CFM SA 26x26(L), 4550 CFM SA 26x26L), 4875 CFM SA22x22(L), 2950 CFM EA22x22(L), 2725 CFM EA20x20(L), 2400 CFM EA18x18(L), 1575 CFM EA18x14(L), 1325 CFM EA20x20(L), 2150 CFM EA18x18(L), 1900 CFM EA24x24(L), 4350 CFM SA22x22(L), 3625 CFM SA20x20(L), 2900 CFM SA18x18(L), 2175 CFM SA16x16(L), 1450 CFM SA12x12L), 725 CFM SA24x24(L), 3600 CFM EA22x22(L), 3000 CFM EA20x20(L), 2400 CFM EA18x18(L), 1800 CFM EA16x16(L), 1200 CFM EA12x12(L), 600 CFM EA20" , FABRICATED TO -6.0" WC20"Ø, FABRICATED TO -6.0" WCLEVEL 1:+ MEN`S RR AT 225 CFM+ WOMEN`S RR AT 225 CFM+ FITNESS AT 500 CFM+ JANITOR AT 50 CFM+ P-90X AT 200 CFM+ DOG WASH AT 200 CFM400 CFM400 CFM400 CFM400 CFM400 CFM325 CFM725 CFMLEVEL 2:(8) UNITS AT 25 CFM(1) UNIT AT 50 CFM+ MECH AT 75 CFMLEVEL 3:(8) UNITS AT 25 CFM(1) UNIT AT 50 CFM+ JANITOR AT 75 CFMLEVEL 6:(8) UNITS AT 25 CFM(1) UNIT AT 50 CFM+ JANITOR AT 75 CFMLEVEL 8:(8) UNITS AT 25 CFM+ JANITOR AT 75 CFMLEVEL 4:(8) UNITS AT 25 CFM(1) UNIT AT 50 CFM+ STORAGE AT 75 CFM250 CFMLEVEL 5:(8) UNITS AT 25 CFM(1) UNIT AT 50 CFM+ MECH AT 75 CFM250 CFMLEVEL 7:(8) UNITS AT 25 CFM+ STORAGE AT 75 CFMLEVEL 2:(14) UNITS AT 25 CFM(5) UNITS AT 50 CFM600 CFMLEVEL 3:(14) UNITS AT 25 CFM(5) UNITS AT 50 CFM600 CFMLEVEL 4:(14) UNITS AT 25 CFM(5) UNITS AT 50 CFM600 CFMLEVEL 5:(14) UNITS AT 25 CFM(5) UNITS AT 50 CFM600 CFMLEVEL 6:(14) UNITS AT 25 CFM(5) UNITS AT 50 CFM600 CFMLEVEL 7:(14) UNITS AT 25 CFM(5) UNITS AT 50 CFMLEVEL 8:(12) UNITS AT 25 CFM(4) UNITS AT 50 CFMDPSDPSDPSDPSDPSDPSSHAFT725 CFM725 CFM725 CFM725 CFM725 CFM600 CFM75 CFM75 CFM75 CFM75 CFM75 CFM75 CFM75 CFMDPSAADAADFDAADBDDBDDBDDFDLEVEL B1LEVEL 1LEVEL 2LEVEL 3LEVEL 4LEVEL 5LEVEL 6LEVEL 7LEVEL 8ROOFLEVEL B1LEVEL 1LEVEL 2LEVEL 3LEVEL 4LEVEL 5LEVEL 6LEVEL 7LEVEL 8ROOFCORRIDORCORRIDORCORRIDORCORRIDORCORRIDORCORRIDORCORRIDOR CORRIDORCORRIDORCORRIDORCORRIDORCORRIDORCORRIDORCORRIDORCORRIDORCORRIDORCORRIDORCORRIDORCORRIDORCORRIDORCORRIDORCORRIDORCORRIDORCORRIDORCORRIDORCORRIDORCORRIDORCORRIDORSTAIRWELL ROOFCORRIDORCORRIDORCORRIDORCORRIDORCORRIDORCORRIDORCORRIDOR24"x36" TYPEA GRILL ONWALL FACE24"x36" TYPEA GRILL ONWALL FACE24"x36" TYPEA GRILL ONWALL FACE24"x36" TYPEA GRILL ONWALL FACE24"x36" TYPEA GRILL ONWALL FACE24"x36" TYPEA GRILL ONWALL FACE24"x36" TYPEA GRILL ONWALL FACEB.DIVADKEELEYENGINEERDESNECILRPFOELNAIOSSTATEFOKROYWESN030007°°°°°°°°ROISLECXEengineering, p.c.ECPhone: (585)641-7121Fax: (585) 362-4175www.ec4b.com15 Schoen PlaceSuite 300Pittsford, NY 14534REVISIONIt is a violation of New York Education Law Article 145 Sec.7209, for any person, unless acting under thedirection of a licensed professional engineer, architect, or land surveyor, to alter an item in any way. If anitem bearing the seal of an engineer, architect, or land surveyor is altered; the altering engineer, architect,or land surveyor shall affix to the item their seal and notation "altered by" followed by their signature anddate of such alteration, and a specific description of the alteration.NO.PROJECT/CLIENTPROJECT MANAGER:REVIEWED BY:DRAWN BY:ISSUED FORDATE:DRAWING TITLEPROJECT NUMBERSCALE:AS NOTEDDRAWING NUMBERDATENEWMAN DEVELOPMENT GROUPDBKPERMIT ISSUE (07/10/2017)07/10/2017ITHACA, NYM1.0116162PERMIT07-10-2017DUCTWORK RISERDIAGRAMCTLDBKCITY CENTRE1DUCTWORK RISER DIAGRAM TE TE TETETETETETETDTDETASB-2480/31500 MBHFULL SIZE BYPASS2"2"B-1480/31500 MBH2"BP-1125 GPM @ 20 FTTACO KV 20071.5 HP, 480/32"100 PSI100 PSIAUTOFLOWVALVE(TYP.2)4"UH-1_75 MBHHWSHWR4"1 1/2"1"1"HWSHWR2"HWSHWR4"TYPICAL: 200 GPM (∆T = 20°F)BY PC BY PCHWSHWRDPBY PCBY MC BY PCHWSHWR1"1 1/2"1"3"2 1/2" 2 1/2"2 1/2" 2 1/2"DHW300 GALSTORAGE3"AIR VENTS2" FILL CAP3/8" VENT VALVESIGHT GLASSCHEMICALFEED TANKHWP-1, HWP-2250 GPM, 50 FTTACO KS-3007, 5 HPVFD, 480/3.3/8" DRAIN1 1/2" BYPASS3/4"1 1/2"1 1/2"3/4"15 GPMBAG FILTER1 1/2"BYPASSWATER FILL100 PSIPROVIDE EXPANSION TANK TACO MODEL NO.CA215 OR APPROVED EQUIVALENT, AIR FILLPRESSURE: 35 PSI, TANK VOLUME: 57 GAL.PROVIDE AIR SEPARATORTACO SERIES 4900 ORAPPROVED EQUIVALENTDHW300 GALSTORAGEDHW300 GALSTORAGEDHW300 GALSTORAGEUH-1_75 MBHUH-1_75 MBHUH-1_75 MBHUH-1_75 MBHUH-1_75 MBHUH-1_75 MBHHWSHWR2"4"1"1"1"PROVIDE MOTORIZED ON/OFF SOLENOIDVALVE, TIE INTO LINE VOLTAGETHERMOSTAT, TYP. ALL PARKING GARAGEUNIT HEATERS.BY MCBY MCBY MCBP-2125 GPM @ 20 FTTACO KV 20071.5 HP, 480/3LOCHINVAR CREST 1501LOCHINVAR CREST 1501WCUH-1_25 MBHPROVIDE MOTORIZED ON/OFF SOLENOIDVALVE, TIE INTO LINE VOLTAGETHERMOSTAT, TYP. ALL CONSOLE UNITHEATERS.MULTIPLE UNITS EXIST, REFER TO FLOORPLANS FOR COUNT AND LOCATIONS.WCUH-1_25 MBHPROVIDE MOTORIZED ON/OFF SOLENOIDVALVE, TIE INTO LINE VOLTAGETHERMOSTAT, TYP. ALL CONSOLE UNITHEATERS.MULTIPLE UNITS EXIST, REFER TO FLOORPLANS FOR COUNT AND LOCATIONS.TETETE TE TE TETE TETE TEMV MVLEVEL B1LEVEL 1LEVEL 2LEVEL 3LEVEL 4LEVEL 5LEVEL 6LEVEL 7LEVEL 8ROOFLEVEL B1LEVEL 1LEVEL 2LEVEL 3LEVEL 4LEVEL 5LEVEL 6LEVEL 7LEVEL 8ROOFB.DIVADKEELEYENGINEERDESNECILRPFOELNAIOSSTATEFOKROYWESN030007°°°°°°°°ROISLECXEengineering, p.c.ECPhone: (585)641-7121Fax: (585) 362-4175www.ec4b.com15 Schoen PlaceSuite 300Pittsford, NY 14534REVISIONIt is a violation of New York Education Law Article 145 Sec.7209, for any person, unless acting under thedirection of a licensed professional engineer, architect, or land surveyor, to alter an item in any way. If anitem bearing the seal of an engineer, architect, or land surveyor is altered; the altering engineer, architect,or land surveyor shall affix to the item their seal and notation "altered by" followed by their signature anddate of such alteration, and a specific description of the alteration.NO.PROJECT/CLIENTPROJECT MANAGER:REVIEWED BY:DRAWN BY:ISSUED FORDATE:DRAWING TITLEPROJECT NUMBERSCALE:AS NOTEDDRAWING NUMBERDATENEWMAN DEVELOPMENT GROUPDBKPERMIT ISSUE (07/10/2017)07/10/2017ITHACA, NYM1.0216162PERMIT07-10-2017HOT WATER SCHEMATICCTLDBKCITY CENTRE1HOT WATER SCHEMATIC ( 38.20 kBtu/h ) (19.10 / 13.90 kBtu/h) -- ( 0 %) / -- ( 0 %) kBtu/h (19.10 / 13.90 kBtu/h) -- ( 0 %) / -- ( 0 %) kBtu/h ( 56.00 kBtu/h ) (28.00 / 20.70 kBtu/h) -- ( 0 %) / -- ( 0 %) kBtu/h (28.00 / 20.70 kBtu/h) -- ( 0 %) / -- ( 0 %) kBtu/h ( 56.00 kBtu/h ) (28.00 / 20.70 kBtu/h) -- ( 0 %) / -- ( 0 %) kBtu/h (28.00 / 20.70 kBtu/h) -- ( 0 %) / -- ( 0 %) kBtu/h ( 96.20 kBtu/h ) (48.10 / 36.10 kBtu/h) -- ( 0 %) / -- ( 0 %) kBtu/h (48.10 / 36.10 kBtu/h) -- ( 0 %) / -- ( 0 %) kBtu/h ( 106.80 kBtu/h ) (12.30 / 8.90 kBtu/h) -- ( 0 %) / -- ( 0 %) kBtu/h (5.50 / 3.90 kBtu/h) -- ( 0 %) / -- ( 0 %) kBtu/h (12.30 / 8.90 kBtu/h) -- ( 0 %) / -- ( 0 %) kBtu/h (5.50 / 3.90 kBtu/h) -- ( 0 %) / -- ( 0 %) kBtu/h (5.50 / 3.90 kBtu/h) -- ( 0 %) / -- ( 0 %) kBtu/h (12.30 / 8.90 kBtu/h) -- ( 0 %) / -- ( 0 %) kBtu/h (5.50 / 3.90 kBtu/h) -- ( 0 %) / -- ( 0 %) kBtu/h (5.50 / 3.90 kBtu/h) -- ( 0 %) / -- ( 0 %) kBtu/h (12.30 / 8.90 kBtu/h) -- ( 0 %) / -- ( 0 %) kBtu/h (12.30 / 8.90 kBtu/h) -- ( 0 %) / -- ( 0 %) kBtu/h (5.50 / 3.90 kBtu/h) -- ( 0 %) / -- ( 0 %) kBtu/h (12.30 / 8.90 kBtu/h) -- ( 0 %) / -- ( 0 %) kBtu/h ( 138.20 kBtu/h ) (12.30 / 8.90 kBtu/h) 6.00 (205 %) / 4.20 (211 %) kBtu/h (5.50 / 3.90 kBtu/h) 1.86 (295 %) / 1.30 (300 %) kBtu/h (12.30 / 8.90 kBtu/h) 3.86 (318 %) / 2.70 (329 %) kBtu/h (12.30 / 8.90 kBtu/h) 3.86 (318 %) / 2.70 (329 %) kBtu/h (12.30 / 8.90 kBtu/h) 4.71 (261 %) / 3.30 (269 %) kBtu/h (12.30 / 8.90 kBtu/h) 4.71 (261 %) / 3.30 (269 %) kBtu/h (5.50 / 3.90 kBtu/h) 2.14 (257 %) / 1.50 (259 %) kBtu/h (5.50 / 3.90 kBtu/h) 2.14 (257 %) / 1.50 (259 %) kBtu/h (12.30 / 8.90 kBtu/h) 5.29 (232 %) / 3.70 (240 %) kBtu/h (12.30 / 8.90 kBtu/h) 9.86 (124 %) / 6.90 (128 %) kBtu/h (5.50 / 3.90 kBtu/h) 3.14 (175 %) / 2.20 (177 %) kBtu/h (5.50 / 3.90 kBtu/h) 4.29 (128 %) / 3.00 (129 %) kBtu/h (12.30 / 8.90 kBtu/h) 3.86 (318 %) / 2.70 (329 %) kBtu/h (12.30 / 8.90 kBtu/h) 4.71 (261 %) / 3.30 (269 %) kBtu/h ( 138.20 kBtu/h ) (12.30 / 8.90 kBtu/h) -- ( 0 %) / -- ( 0 %) kBtu/h (5.50 / 3.90 kBtu/h) -- ( 0 %) / -- ( 0 %) kBtu/h (12.30 / 8.90 kBtu/h) -- ( 0 %) / -- ( 0 %) kBtu/h (12.30 / 8.90 kBtu/h) -- ( 0 %) / -- ( 0 %) kBtu/h (12.30 / 8.90 kBtu/h) -- ( 0 %) / -- ( 0 %) kBtu/h (12.30 / 8.90 kBtu/h) -- ( 0 %) / -- ( 0 %) kBtu/h (5.50 / 3.90 kBtu/h) -- ( 0 %) / -- ( 0 %) kBtu/h (5.50 / 3.90 kBtu/h) -- ( 0 %) / -- ( 0 %) kBtu/h (12.30 / 8.90 kBtu/h) -- ( 0 %) / -- ( 0 %) kBtu/h (12.30 / 8.90 kBtu/h) -- ( 0 %) / -- ( 0 %) kBtu/h (5.50 / 3.90 kBtu/h) -- ( 0 %) / -- ( 0 %) kBtu/h (5.50 / 3.90 kBtu/h) -- ( 0 %) / -- ( 0 %) kBtu/h (12.30 / 8.90 kBtu/h) -- ( 0 %) / -- ( 0 %) kBtu/h (12.30 / 8.90 kBtu/h) -- ( 0 %) / -- ( 0 %) kBtu/h ( 138.20 kBtu/h ) (12.30 / 8.90 kBtu/h) -- ( 0 %) / -- ( 0 %) kBtu/h (5.50 / 3.90 kBtu/h) -- ( 0 %) / -- ( 0 %) kBtu/h (12.30 / 8.90 kBtu/h) -- ( 0 %) / -- ( 0 %) kBtu/h (12.30 / 8.90 kBtu/h) -- ( 0 %) / -- ( 0 %) kBtu/h (12.30 / 8.90 kBtu/h) -- ( 0 %) / -- ( 0 %) kBtu/h (12.30 / 8.90 kBtu/h) -- ( 0 %) / -- ( 0 %) kBtu/h (5.50 / 3.90 kBtu/h) -- ( 0 %) / -- ( 0 %) kBtu/h (5.50 / 3.90 kBtu/h) -- ( 0 %) / -- ( 0 %) kBtu/h (12.30 / 8.90 kBtu/h) -- ( 0 %) / -- ( 0 %) kBtu/h (12.30 / 8.90 kBtu/h) -- ( 0 %) / -- ( 0 %) kBtu/h (5.50 / 3.90 kBtu/h) -- ( 0 %) / -- ( 0 %) kBtu/h (5.50 / 3.90 kBtu/h) -- ( 0 %) / -- ( 0 %) kBtu/h (12.30 / 8.90 kBtu/h) -- ( 0 %) / -- ( 0 %) kBtu/h (12.30 / 8.90 kBtu/h) -- ( 0 %) / -- ( 0 %) kBtu/h ( 138.20 kBtu/h ) (12.30 / 8.90 kBtu/h) -- ( 0 %) / -- ( 0 %) kBtu/h (5.50 / 3.90 kBtu/h) -- ( 0 %) / -- ( 0 %) kBtu/h (12.30 / 8.90 kBtu/h) -- ( 0 %) / -- ( 0 %) kBtu/h (12.30 / 8.90 kBtu/h) -- ( 0 %) / -- ( 0 %) kBtu/h (12.30 / 8.90 kBtu/h) -- ( 0 %) / -- ( 0 %) kBtu/h (12.30 / 8.90 kBtu/h) -- ( 0 %) / -- ( 0 %) kBtu/h (5.50 / 3.90 kBtu/h) -- ( 0 %) / -- ( 0 %) kBtu/h (5.50 / 3.90 kBtu/h) -- ( 0 %) / -- ( 0 %) kBtu/h (12.30 / 8.90 kBtu/h) -- ( 0 %) / -- ( 0 %) kBtu/h (12.30 / 8.90 kBtu/h) -- ( 0 %) / -- ( 0 %) kBtu/h (5.50 / 3.90 kBtu/h) -- ( 0 %) / -- ( 0 %) kBtu/h (5.50 / 3.90 kBtu/h) -- ( 0 %) / -- ( 0 %) kBtu/h (12.30 / 8.90 kBtu/h) -- ( 0 %) / -- ( 0 %) kBtu/h (12.30 / 8.90 kBtu/h) -- ( 0 %) / -- ( 0 %) kBtu/h ( 138.20 kBtu/h ) (12.30 / 8.90 kBtu/h) -- ( 0 %) / -- ( 0 %) kBtu/h (5.50 / 3.90 kBtu/h) -- ( 0 %) / -- ( 0 %) kBtu/h (12.30 / 8.90 kBtu/h) -- ( 0 %) / -- ( 0 %) kBtu/h (12.30 / 8.90 kBtu/h) -- ( 0 %) / -- ( 0 %) kBtu/h (12.30 / 8.90 kBtu/h) -- ( 0 %) / -- ( 0 %) kBtu/h (12.30 / 8.90 kBtu/h) -- ( 0 %) / -- ( 0 %) kBtu/h (5.50 / 3.90 kBtu/h) -- ( 0 %) / -- ( 0 %) kBtu/h (5.50 / 3.90 kBtu/h) -- ( 0 %) / -- ( 0 %) kBtu/h (12.30 / 8.90 kBtu/h) -- ( 0 %) / -- ( 0 %) kBtu/h (12.30 / 8.90 kBtu/h) -- ( 0 %) / -- ( 0 %) kBtu/h (5.50 / 3.90 kBtu/h) -- ( 0 %) / -- ( 0 %) kBtu/h (5.50 / 3.90 kBtu/h) -- ( 0 %) / -- ( 0 %) kBtu/h (12.30 / 8.90 kBtu/h) -- ( 0 %) / -- ( 0 %) kBtu/h (12.30 / 8.90 kBtu/h) -- ( 0 %) / -- ( 0 %) kBtu/h ( 138.20 kBtu/h ) (12.30 / 8.90 kBtu/h) -- ( 0 %) / -- ( 0 %) kBtu/h (5.50 / 3.90 kBtu/h) -- ( 0 %) / -- ( 0 %) kBtu/h (12.30 / 8.90 kBtu/h) -- ( 0 %) / -- ( 0 %) kBtu/h (12.30 / 8.90 kBtu/h) -- ( 0 %) / -- ( 0 %) kBtu/h (12.30 / 8.90 kBtu/h) -- ( 0 %) / -- ( 0 %) kBtu/h (12.30 / 8.90 kBtu/h) -- ( 0 %) / -- ( 0 %) kBtu/h (5.50 / 3.90 kBtu/h) -- ( 0 %) / -- ( 0 %) kBtu/h (5.50 / 3.90 kBtu/h) -- ( 0 %) / -- ( 0 %) kBtu/h (12.30 / 8.90 kBtu/h) -- ( 0 %) / -- ( 0 %) kBtu/h (12.30 / 8.90 kBtu/h) -- ( 0 %) / -- ( 0 %) kBtu/h (5.50 / 3.90 kBtu/h) -- ( 0 %) / -- ( 0 %) kBtu/h (5.50 / 3.90 kBtu/h) -- ( 0 %) / -- ( 0 %) kBtu/h (12.30 / 8.90 kBtu/h) -- ( 0 %) / -- ( 0 %) kBtu/h (12.30 / 8.90 kBtu/h) -- ( 0 %) / -- ( 0 %) kBtu/h ( 168.30 kBtu/h ) (12.30 / 8.90 kBtu/h) -- ( 0 %) / -- ( 0 %) kBtu/h (5.50 / 3.90 kBtu/h) 1.86 (295 %) / 1.30 (300 %) kBtu/h (12.30 / 8.90 kBtu/h) 6.00 (205 %) / 4.20 (211 %) kBtu/h (12.30 / 8.90 kBtu/h) 7.00 (175 %) / 4.90 (181 %) kBtu/h (12.30 / 8.90 kBtu/h) 3.86 (318 %) / 2.70 (329 %) kBtu/h (12.30 / 8.90 kBtu/h) 4.71 (261 %) / 3.30 (269 %) kBtu/h (12.30 / 8.90 kBtu/h) 4.71 (261 %) / 3.30 (269 %) kBtu/h (12.30 / 8.90 kBtu/h) 6.00 (205 %) / 4.20 (211 %) kBtu/h (5.50 / 3.90 kBtu/h) 1.86 (295 %) / 1.30 (300 %) kBtu/h (5.50 / 3.90 kBtu/h) 1.86 (295 %) / 1.30 (300 %) kBtu/h (12.30 / 8.90 kBtu/h) 6.00 (205 %) / 4.20 (211 %) kBtu/h (5.50 / 3.90 kBtu/h) 2.29 (240 %) / 1.60 (243 %) kBtu/h (5.50 / 3.90 kBtu/h) 2.71 (202 %) / 1.90 (205 %) kBtu/h (12.30 / 8.90 kBtu/h) 4.71 (261 %) / 3.30 (269 %) kBtu/h (12.30 / 8.90 kBtu/h) 4.71 (261 %) / 3.30 (269 %) kBtu/h (12.30 / 8.90 kBtu/h) 7.29 (168 %) / 5.10 (174 %) kBtu/h (5.50 / 3.90 kBtu/h) 1.86 (295 %) / 1.30 (300 %) kBtu/h ( 168.30 kBtu/h ) (12.30 / 8.90 kBtu/h) -- ( 0 %) / -- ( 0 %) kBtu/h (5.50 / 3.90 kBtu/h) -- ( 0 %) / -- ( 0 %) kBtu/h (12.30 / 8.90 kBtu/h) -- ( 0 %) / -- ( 0 %) kBtu/h (12.30 / 8.90 kBtu/h) -- ( 0 %) / -- ( 0 %) kBtu/h (12.30 / 8.90 kBtu/h) -- ( 0 %) / -- ( 0 %) kBtu/h (12.30 / 8.90 kBtu/h) -- ( 0 %) / -- ( 0 %) kBtu/h (12.30 / 8.90 kBtu/h) -- ( 0 %) / -- ( 0 %) kBtu/h (12.30 / 8.90 kBtu/h) -- ( 0 %) / -- ( 0 %) kBtu/h (5.50 / 3.90 kBtu/h) -- ( 0 %) / -- ( 0 %) kBtu/h (5.50 / 3.90 kBtu/h) -- ( 0 %) / -- ( 0 %) kBtu/h (12.30 / 8.90 kBtu/h) -- ( 0 %) / -- ( 0 %) kBtu/h (5.50 / 3.90 kBtu/h) -- ( 0 %) / -- ( 0 %) kBtu/h (5.50 / 3.90 kBtu/h) -- ( 0 %) / -- ( 0 %) kBtu/h (12.30 / 8.90 kBtu/h) -- ( 0 %) / -- ( 0 %) kBtu/h (12.30 / 8.90 kBtu/h) -- ( 0 %) / -- ( 0 %) kBtu/h (12.30 / 8.90 kBtu/h) -- ( 0 %) / -- ( 0 %) kBtu/h (5.50 / 3.90 kBtu/h) -- ( 0 %) / -- ( 0 %) kBtu/h ( 161.50 kBtu/h ) (12.30 / 8.90 kBtu/h) -- ( 0 %) / -- ( 0 %) kBtu/h (5.50 / 3.90 kBtu/h) -- ( 0 %) / -- ( 0 %) kBtu/h (12.30 / 8.90 kBtu/h) -- ( 0 %) / -- ( 0 %) kBtu/h (5.50 / 3.90 kBtu/h) -- ( 0 %) / -- ( 0 %) kBtu/h (12.30 / 8.90 kBtu/h) -- ( 0 %) / -- ( 0 %) kBtu/h (12.30 / 8.90 kBtu/h) -- ( 0 %) / -- ( 0 %) kBtu/h (12.30 / 8.90 kBtu/h) -- ( 0 %) / -- ( 0 %) kBtu/h (12.30 / 8.90 kBtu/h) -- ( 0 %) / -- ( 0 %) kBtu/h (5.50 / 3.90 kBtu/h) -- ( 0 %) / -- ( 0 %) kBtu/h (5.50 / 3.90 kBtu/h) -- ( 0 %) / -- ( 0 %) kBtu/h (12.30 / 8.90 kBtu/h) -- ( 0 %) / -- ( 0 %) kBtu/h (5.50 / 3.90 kBtu/h) -- ( 0 %) / -- ( 0 %) kBtu/h (5.50 / 3.90 kBtu/h) -- ( 0 %) / -- ( 0 %) kBtu/h (12.30 / 8.90 kBtu/h) -- ( 0 %) / -- ( 0 %) kBtu/h (12.30 / 8.90 kBtu/h) -- ( 0 %) / -- ( 0 %) kBtu/h (12.30 / 8.90 kBtu/h) -- ( 0 %) / -- ( 0 %) kBtu/h (5.50 / 3.90 kBtu/h) -- ( 0 %) / -- ( 0 %) kBtu/hARUN038GSS4Additional refrigerant : 7.46 lbARBLN016213/8:5/8139.2 ft(5)ARNU183BHA41/4:1/223.0 ft(3)RoomARNU183BHA41/4:1/218.4 ft(3)RoomARUM072DTE5Additional refrigerant : 9.13 lbARBLN016213/8:3/4123.2 ft(0)ARNU283BGA43/8:5/816.7 ft(0)RoomARNU283BGA43/8:5/835.6 ft(0)RoomARUM072DTE5Additional refrigerant : 11.22 lbARBLN016213/8:3/4131.8 ft(0)ARNU283BGA43/8:5/853.4 ft(0)RoomARNU283BGA43/8:5/841.2 ft(0)RoomARUM096DTE5Additional refrigerant : 10.75 lbARBLN033213/8:7/8123.6 ft(0)ARNU483BRA43/8:5/847.4 ft(0)RoomARNU483BRA43/8:5/824.6 ft(0)RoomACCU-3AACCU-6AACCU-6BACCU-8AARUM121DTE5Additional refrigerant : 21.80 lbARBLB033211/2:3/4:1+1/837.8 ft(5)PRHR032A3/8:5/8:3/410.3 ft(0)PRHR042A3/8:1/2:5/819.1 ft(0)PRHR022A1/4:3/8:1/25.9 ft(0)ARNU123TRC41/4:1/228.9 ft(3)RoomARNU053TRC41/4:1/233.5 ft(3)RoomARNU123TRC41/4:1/243.1 ft(3)RoomARNU053TRC41/4:1/222.4 ft(3)RoomARNU053TRC41/4:1/231.8 ft(3)RoomARNU123TRC41/4:1/246.5 ft(3)RoomARNU053TRC41/4:1/232.6 ft(3)RoomARNU053TRC41/4:1/222.4 ft(3)RoomARNU123TRC41/4:1/237.5 ft(3)RoomPRHR032A3/8:1/2:5/835.5 ft(0)ARNU123TRC41/4:1/227.1 ft(3)RoomARNU053TRC41/4:1/231.3 ft(3)RoomARNU123TRC41/4:1/245.9 ft(3)RoomACCU-10AARUM144DTE5Additional refrigerant : 34.48 lbARBLB033211/2:7/8:1+1/8146.7 ft(5)PRHR032A3/8:3/4:7/88.8 ft(0)PRHR042A3/8:5/8:3/420.6 ft(0)PRHR022A1/4:3/8:1/24.4 ft(0)ARNU123TRC41/4:1/227.1 ft(3)2 - A2 - South 1/2.000000ARNU053TRC41/4:1/233.5 ft(3)2 - A2 - South 1 Bedroom/2.000000ARNU123TRC41/4:1/242.6 ft(3)2 - E1 - North 3/2.000000ARNU123TRC41/4:1/226.6 ft(3)2 - E1 - North 2/2.000000ARNU123TRC41/4:1/259.1 ft(3)2 - A1 - North 2/2.000000ARNU123TRC41/4:1/238.0 ft(3)2 - A1 - North 3/2.000000ARNU053TRC41/4:1/232.6 ft(3)2 - B6 - South Bed 2/2.000000ARNU053TRC41/4:1/222.5 ft(3)2 - B6 - South Bed 1/2.000000ARNU123TRC41/4:1/237.5 ft(3)2 - B6 - South/2.000000PRHR032A3/8:1/2:5/836.6 ft(0)PRHR022A1/4:3/8:1/26.8 ft(0)ARNU123TRC41/4:1/232.3 ft(3)2 - B7 - NorthWest/2.000000ARNU053TRC41/4:1/243.3 ft(3)2 - B7 - NorthWest Bed 2/2.000000ARNU053TRC41/4:1/248.7 ft(3)2 - B7 - NorthWest Bed 1/2.000000ARNU123TRC41/4:1/228.9 ft(3)2 - E1 - North 1/2.000000ARNU123TRC41/4:1/235.9 ft(3)2 - A1 - North 1/2.000000ARUM144DTE5Additional refrigerant : 33.07 lbARBLB033211/2:7/8:1+1/8128.9 ft(5)PRHR032A3/8:3/4:7/88.8 ft(0)PRHR042A3/8:5/8:3/420.6 ft(0)PRHR022A1/4:3/8:1/24.4 ft(0)ARNU123TRC41/4:1/227.1 ft(3)RoomARNU053TRC41/4:1/233.5 ft(3)RoomARNU123TRC41/4:1/242.6 ft(3)RoomARNU123TRC41/4:1/226.6 ft(3)RoomARNU123TRC41/4:1/259.1 ft(3)RoomARNU123TRC41/4:1/238.0 ft(3)RoomARNU053TRC41/4:1/232.6 ft(3)RoomARNU053TRC41/4:1/222.5 ft(3)RoomARNU123TRC41/4:1/237.5 ft(3)RoomPRHR032A3/8:1/2:5/836.6 ft(0)PRHR022A1/4:3/8:1/26.8 ft(0)ARNU123TRC41/4:1/232.3 ft(3)RoomARNU053TRC41/4:1/243.3 ft(3)RoomARNU053TRC41/4:1/248.7 ft(3)RoomARNU123TRC41/4:1/228.9 ft(3)RoomARNU123TRC41/4:1/235.9 ft(3)RoomARUM144DTE5Additional refrigerant : 31.54 lbARBLB033211/2:7/8:1+1/8109.6 ft(5)PRHR032A3/8:3/4:7/88.8 ft(0)PRHR042A3/8:5/8:3/420.6 ft(0)PRHR022A1/4:3/8:1/24.4 ft(0)ARNU123TRC41/4:1/227.1 ft(3)RoomARNU053TRC41/4:1/233.5 ft(3)RoomARNU123TRC41/4:1/242.6 ft(3)RoomARNU123TRC41/4:1/226.6 ft(3)RoomARNU123TRC41/4:1/259.1 ft(3)RoomARNU123TRC41/4:1/238.0 ft(3)RoomARNU053TRC41/4:1/232.6 ft(3)RoomARNU053TRC41/4:1/222.5 ft(3)RoomARNU123TRC41/4:1/237.5 ft(3)RoomPRHR032A3/8:1/2:5/836.6 ft(3)PRHR022A1/4:3/8:1/26.8 ft(0)ARNU123TRC41/4:1/232.3 ft(3)RoomARNU053TRC41/4:1/243.3 ft(3)RoomARNU053TRC41/4:1/248.7 ft(3)RoomARNU123TRC41/4:1/228.9 ft(3)RoomARNU123TRC41/4:1/235.9 ft(3)RoomACCU-12AACCU-12BACCU-12CARUM144DTE5Additional refrigerant : 29.98 lbARBLB033211/2:7/8:1+1/890.0 ft(5)PRHR032A3/8:3/4:7/88.8 ft(0)PRHR042A3/8:5/8:3/420.6 ft(0)PRHR022A1/4:3/8:1/24.4 ft(0)ARNU123TRC41/4:1/227.1 ft(3)RoomARNU053TRC41/4:1/233.5 ft(3)RoomARNU123TRC41/4:1/242.6 ft(3)RoomARNU123TRC41/4:1/226.6 ft(3)RoomARNU123TRC41/4:1/259.1 ft(3)RoomARNU123TRC41/4:1/238.0 ft(3)RoomARNU053TRC41/4:1/232.6 ft(3)RoomARNU053TRC41/4:1/222.5 ft(3)RoomARNU123TRC41/4:1/237.5 ft(3)RoomPRHR032A3/8:1/2:5/836.6 ft(0)PRHR022A1/4:3/8:1/26.8 ft(0)ARNU123TRC41/4:1/232.3 ft(3)RoomARNU053TRC41/4:1/243.3 ft(3)RoomARNU053TRC41/4:1/248.7 ft(3)RoomARNU123TRC41/4:1/228.9 ft(3)RoomARNU123TRC41/4:1/235.9 ft(3)RoomACCU-12DARUM144DTE5Additional refrigerant : 28.59 lbARBLB033211/2:7/8:1+1/872.5 ft(5)PRHR032A3/8:3/4:7/88.8 ft(0)PRHR042A3/8:5/8:3/420.6 ft(0)PRHR022A1/4:3/8:1/24.4 ft(0)ARNU123TRC41/4:1/227.1 ft(3)RoomARNU053TRC41/4:1/233.5 ft(3)RoomARNU123TRC41/4:1/242.6 ft(3)RoomARNU123TRC41/4:1/226.6 ft(3)RoomARNU123TRC41/4:1/259.1 ft(3)RoomARNU123TRC41/4:1/238.0 ft(3)RoomARNU053TRC41/4:1/232.6 ft(3)RoomARNU053TRC41/4:1/222.5 ft(3)RoomARNU123TRC41/4:1/237.5 ft(3)RoomPRHR032A3/8:1/2:5/836.6 ft(0)PRHR022A1/4:3/8:1/26.8 ft(0)ARNU123TRC41/4:1/232.3 ft(3)RoomARNU053TRC41/4:1/243.3 ft(3)RoomARNU053TRC41/4:1/248.7 ft(3)RoomARNU123TRC41/4:1/228.9 ft(3)RoomARNU123TRC41/4:1/235.9 ft(3)RoomACCU-12EARUM144DTE5Additional refrigerant : 27.21 lbARBLB033211/2:7/8:1+1/855.1 ft(5)PRHR032A3/8:3/4:7/89.4 ft(0)PRHR042A3/8:5/8:3/420.6 ft(0)PRHR022A1/4:3/8:1/24.4 ft(0)ARNU123TRC41/4:1/227.1 ft(3)RoomARNU053TRC41/4:1/233.5 ft(3)RoomARNU123TRC41/4:1/242.6 ft(3)RoomARNU123TRC41/4:1/226.6 ft(3)RoomARNU123TRC41/4:1/259.3 ft(3)RoomARNU123TRC41/4:1/238.0 ft(3)RoomARNU053TRC41/4:1/232.5 ft(3)RoomARNU053TRC41/4:1/222.3 ft(3)RoomARNU123TRC41/4:1/237.5 ft(3)RoomPRHR032A3/8:1/2:5/836.0 ft(0)PRHR022A1/4:3/8:1/26.8 ft(0)ARNU123TRC41/4:1/231.9 ft(3)RoomARNU053TRC41/4:1/243.2 ft(3)RoomARNU053TRC41/4:1/248.7 ft(3)RoomARNU123TRC41/4:1/228.9 ft(3)RoomARNU123TRC41/4:1/235.9 ft(3)RoomACCU-12FARUM168DTE5Additional refrigerant : 37.63 lbARBLB071215/8:7/8:1+1/8100.1 ft(5)PRHR042A3/8:3/4:7/827.6 ft(2)PRHR032A3/8:3/4:7/88.9 ft(0)PRHR042A3/8:1/2:5/815.7 ft(0)ARNU123TRC41/4:1/252.3 ft(3)RoomARNU053TRC41/4:1/254.0 ft(3)2 - A2 - South 2 Bedroom/2.000000ARNU123TRC41/4:1/244.6 ft(3)2 - A2 - South 2/2.000000ARNU123TRC41/4:1/225.5 ft(3)2 - A1 - South/2.000000ARNU123TRC41/4:1/238.1 ft(3)2 - E1 - North 4/2.000000ARNU123TRC41/4:1/229.3 ft(3)2 - A1 - North 4/2.000000ARNU123TRC41/4:1/246.2 ft(3)2 - A1 - North 5/2.000000ARNU123TRC41/4:1/233.1 ft(3)2 - A2 - South 3/2.000000ARNU053TRC41/4:1/231.0 ft(3)2 - A2 - South 3 Bedroom/2.000000ARNU053TRC41/4:1/233.8 ft(3)2 - A2 - South 4 Bedroom/2.000000ARNU123TRC41/4:1/238.1 ft(3)2 - A2 - South 4/2.000000PRHR022A3/8:1/2:5/812.0 ft(2)PRHR042A3/8:1/2:5/84.8 ft(0)ARNU053TRC41/4:1/226.0 ft(3)2 - B3 - NorthEast Bed 2/2.000000ARNU053TRC41/4:1/250.2 ft(3)2 - B3 - NorthEast Bed 1/2.000000ARNU123TRC41/4:1/227.3 ft(3)2 - B3 - NorthEast Family/2.000000ARNU123TRC41/4:1/237.6 ft(3)2 - A1 - North 6/2.000000ARNU123TRC41/4:1/228.0 ft(3)2 - A5 - SouthEast/2.000000ARNU053TRC41/4:1/227.7 ft(3)2 - A5 - SouthEast Bedroom/2.000000ARUM168DTE5Additional refrigerant : 35.29 lbARBLB071215/8:7/8:1+1/880.6 ft(5)PRHR042A3/8:3/4:7/827.6 ft(3)PRHR032A3/8:3/4:7/88.9 ft(0)PRHR042A3/8:1/2:5/815.7 ft(0)ARNU123TRC41/4:1/252.3 ft(3)RoomARNU053TRC41/4:1/254.0 ft(3)RoomARNU123TRC41/4:1/244.6 ft(3)RoomARNU123TRC41/4:1/225.5 ft(3)RoomARNU123TRC41/4:1/233.1 ft(3)RoomARNU123TRC41/4:1/229.3 ft(3)RoomARNU123TRC41/4:1/246.2 ft(3)RoomARNU123TRC41/4:1/233.1 ft(3)RoomARNU053TRC41/4:1/231.0 ft(3)RoomARNU053TRC41/4:1/233.8 ft(3)RoomARNU123TRC41/4:1/238.1 ft(3)RoomPRHR022A3/8:1/2:5/812.0 ft(3)PRHR042A3/8:1/2:5/84.8 ft(0)ARNU053TRC41/4:1/226.0 ft(3)RoomARNU053TRC41/4:1/250.2 ft(3)RoomARNU123TRC41/4:1/227.3 ft(3)RoomARNU123TRC41/4:1/237.6 ft(3)RoomARNU123TRC41/4:1/228.0 ft(3)RoomARNU053TRC41/4:1/227.7 ft(3)RoomARUM168DTE5Additional refrigerant : 33.14 lbARBLB071215/8:7/8:1+1/862.8 ft(5)PRHR042A3/8:3/4:7/827.6 ft(0)PRHR032A3/8:5/8:3/48.9 ft(0)PRHR042A3/8:1/2:5/815.7 ft(0)ARNU123TRC41/4:1/252.3 ft(3)RoomARNU053TRC41/4:1/254.0 ft(3)RoomARNU123TRC41/4:1/244.6 ft(3)RoomARNU053TRC41/4:1/225.5 ft(3)RoomARNU123TRC41/4:1/238.1 ft(3)RoomARNU123TRC41/4:1/229.3 ft(3)RoomARNU123TRC41/4:1/246.2 ft(3)RoomARNU123TRC41/4:1/233.1 ft(3)RoomARNU053TRC41/4:1/231.0 ft(3)RoomARNU053TRC41/4:1/233.8 ft(3)RoomARNU123TRC41/4:1/238.1 ft(3)RoomPRHR022A3/8:1/2:5/812.0 ft(0)PRHR042A3/8:1/2:5/84.8 ft(0)ARNU053TRC41/4:1/226.0 ft(3)RoomARNU053TRC41/4:1/250.2 ft(3)RoomARNU123TRC41/4:1/227.3 ft(3)RoomARNU123TRC41/4:1/237.6 ft(3)RoomARNU123TRC41/4:1/228.0 ft(3)RoomARNU053TRC41/4:1/227.7 ft(3)RoomACCU-14AACCU-14BACCU-14CB.DIVADKEELEYENGINEERDESNECILRPFOELNAIOSSTATEFOKROYWESN030007°°°°°°°°ROISLECXEengineering, p.c.ECPhone: (585)641-7121Fax: (585) 362-4175www.ec4b.com15 Schoen PlaceSuite 300Pittsford, NY 14534REVISIONIt is a violation of New York Education Law Article 145 Sec.7209, for any person, unless acting under thedirection of a licensed professional engineer, architect, or land surveyor, to alter an item in any way. If anitem bearing the seal of an engineer, architect, or land surveyor is altered; the altering engineer, architect,or land surveyor shall affix to the item their seal and notation "altered by" followed by their signature anddate of such alteration, and a specific description of the alteration.NO.PROJECT/CLIENTPROJECT MANAGER:REVIEWED BY:DRAWN BY:ISSUED FORDATE:DRAWING TITLEPROJECT NUMBERSCALE:AS NOTEDDRAWING NUMBERDATENEWMAN DEVELOPMENT GROUPDBKPERMIT ISSUE (07/10/2017)07/10/2017ITHACA, NYM1.0316162PERMIT07-10-2017REFRIGERANT PIPINGSCHEMATICAuthorCheckerCITY CENTRE ( 168.30 kBtu/h ) (12.30 / 8.90 kBtu/h) -- ( 0 %) / -- ( 0 %) kBtu/h (5.50 / 3.90 kBtu/h) -- ( 0 %) / -- ( 0 %) kBtu/h (12.30 / 8.90 kBtu/h) -- ( 0 %) / -- ( 0 %) kBtu/h (12.30 / 8.90 kBtu/h) -- ( 0 %) / -- ( 0 %) kBtu/h (12.30 / 8.90 kBtu/h) -- ( 0 %) / -- ( 0 %) kBtu/h (12.30 / 8.90 kBtu/h) -- ( 0 %) / -- ( 0 %) kBtu/h (12.30 / 8.90 kBtu/h) -- ( 0 %) / -- ( 0 %) kBtu/h (12.30 / 8.90 kBtu/h) -- ( 0 %) / -- ( 0 %) kBtu/h (5.50 / 3.90 kBtu/h) -- ( 0 %) / -- ( 0 %) kBtu/h (5.50 / 3.90 kBtu/h) -- ( 0 %) / -- ( 0 %) kBtu/h (12.30 / 8.90 kBtu/h) -- ( 0 %) / -- ( 0 %) kBtu/h (5.50 / 3.90 kBtu/h) -- ( 0 %) / -- ( 0 %) kBtu/h (5.50 / 3.90 kBtu/h) -- ( 0 %) / -- ( 0 %) kBtu/h (12.30 / 8.90 kBtu/h) -- ( 0 %) / -- ( 0 %) kBtu/h (12.30 / 8.90 kBtu/h) -- ( 0 %) / -- ( 0 %) kBtu/h (12.30 / 8.90 kBtu/h) -- ( 0 %) / -- ( 0 %) kBtu/h (5.50 / 3.90 kBtu/h) -- ( 0 %) / -- ( 0 %) kBtu/h ( 161.50 kBtu/h ) (12.30 / 8.90 kBtu/h) -- ( 0 %) / -- ( 0 %) kBtu/h (5.50 / 3.90 kBtu/h) -- ( 0 %) / -- ( 0 %) kBtu/h (12.30 / 8.90 kBtu/h) -- ( 0 %) / -- ( 0 %) kBtu/h (12.30 / 8.90 kBtu/h) -- ( 0 %) / -- ( 0 %) kBtu/h (5.50 / 3.90 kBtu/h) -- ( 0 %) / -- ( 0 %) kBtu/h (12.30 / 8.90 kBtu/h) -- ( 0 %) / -- ( 0 %) kBtu/h (12.30 / 8.90 kBtu/h) -- ( 0 %) / -- ( 0 %) kBtu/h (12.30 / 8.90 kBtu/h) -- ( 0 %) / -- ( 0 %) kBtu/h (5.50 / 3.90 kBtu/h) -- ( 0 %) / -- ( 0 %) kBtu/h (5.50 / 3.90 kBtu/h) -- ( 0 %) / -- ( 0 %) kBtu/h (12.30 / 8.90 kBtu/h) -- ( 0 %) / -- ( 0 %) kBtu/h (5.50 / 3.90 kBtu/h) -- ( 0 %) / -- ( 0 %) kBtu/h (5.50 / 3.90 kBtu/h) -- ( 0 %) / -- ( 0 %) kBtu/h (12.30 / 8.90 kBtu/h) -- ( 0 %) / -- ( 0 %) kBtu/h (12.30 / 8.90 kBtu/h) -- ( 0 %) / -- ( 0 %) kBtu/h (12.30 / 8.90 kBtu/h) -- ( 0 %) / -- ( 0 %) kBtu/h (5.50 / 3.90 kBtu/h) -- ( 0 %) / -- ( 0 %) kBtu/h ( 169.60 kBtu/h ) (12.30 / 8.90 kBtu/h) -- ( 0 %) / -- ( 0 %) kBtu/h (5.50 / 3.90 kBtu/h) -- ( 0 %) / -- ( 0 %) kBtu/h (12.30 / 8.90 kBtu/h) -- ( 0 %) / -- ( 0 %) kBtu/h (12.30 / 8.90 kBtu/h) -- ( 0 %) / -- ( 0 %) kBtu/h (12.30 / 8.90 kBtu/h) -- ( 0 %) / -- ( 0 %) kBtu/h (12.30 / 8.90 kBtu/h) -- ( 0 %) / -- ( 0 %) kBtu/h (5.50 / 3.90 kBtu/h) -- ( 0 %) / -- ( 0 %) kBtu/h (12.30 / 8.90 kBtu/h) -- ( 0 %) / -- ( 0 %) kBtu/h (12.30 / 8.90 kBtu/h) -- ( 0 %) / -- ( 0 %) kBtu/h (12.30 / 8.90 kBtu/h) -- ( 0 %) / -- ( 0 %) kBtu/h (12.30 / 8.90 kBtu/h) -- ( 0 %) / -- ( 0 %) kBtu/h (12.30 / 8.90 kBtu/h) -- ( 0 %) / -- ( 0 %) kBtu/h (12.30 / 8.90 kBtu/h) -- ( 0 %) / -- ( 0 %) kBtu/h (5.50 / 3.90 kBtu/h) -- ( 0 %) / -- ( 0 %) kBtu/h (5.50 / 3.90 kBtu/h) -- ( 0 %) / -- ( 0 %) kBtu/h (12.30 / 8.90 kBtu/h) -- ( 0 %) / -- ( 0 %) kBtu/h ( 170.30 kBtu/h ) (12.30 / 8.90 kBtu/h) -- ( 0 %) / -- ( 0 %) kBtu/h (7.50 / 5.40 kBtu/h) -- ( 0 %) / -- ( 0 %) kBtu/h (12.30 / 8.90 kBtu/h) -- ( 0 %) / -- ( 0 %) kBtu/h (12.30 / 8.90 kBtu/h) -- ( 0 %) / -- ( 0 %) kBtu/h (5.50 / 3.90 kBtu/h) -- ( 0 %) / -- ( 0 %) kBtu/h (12.30 / 8.90 kBtu/h) -- ( 0 %) / -- ( 0 %) kBtu/h (12.30 / 8.90 kBtu/h) -- ( 0 %) / -- ( 0 %) kBtu/h (5.50 / 3.90 kBtu/h) -- ( 0 %) / -- ( 0 %) kBtu/h (12.30 / 8.90 kBtu/h) -- ( 0 %) / -- ( 0 %) kBtu/h (12.30 / 8.90 kBtu/h) -- ( 0 %) / -- ( 0 %) kBtu/h (12.30 / 8.90 kBtu/h) -- ( 0 %) / -- ( 0 %) kBtu/h (5.50 / 3.90 kBtu/h) -- ( 0 %) / -- ( 0 %) kBtu/h (12.30 / 8.90 kBtu/h) -- ( 0 %) / -- ( 0 %) kBtu/h (12.30 / 8.90 kBtu/h) -- ( 0 %) / -- ( 0 %) kBtu/h (5.50 / 3.90 kBtu/h) -- ( 0 %) / -- ( 0 %) kBtu/h (5.50 / 3.90 kBtu/h) -- ( 0 %) / -- ( 0 %) kBtu/h (12.30 / 8.90 kBtu/h) -- ( 0 %) / -- ( 0 %) kBtu/h ( 165.70 kBtu/h ) (12.30 / 8.90 kBtu/h) 5.71 (215 %) / 4.00 (222 %) kBtu/h (12.30 / 8.90 kBtu/h) 6.00 (205 %) / 4.20 (211 %) kBtu/h (5.50 / 3.90 kBtu/h) 1.86 (295 %) / 1.30 (300 %) kBtu/h (5.50 / 3.90 kBtu/h) 1.86 (295 %) / 1.30 (300 %) kBtu/h (12.30 / 8.90 kBtu/h) 7.43 (165 %) / 5.20 (171 %) kBtu/h (5.50 / 3.90 kBtu/h) 2.00 (275 %) / 2.00 (195 %) kBtu/h (5.50 / 3.90 kBtu/h) 1.50 (366 %) / 1.50 (259 %) kBtu/h (12.30 / 8.90 kBtu/h) 3.30 (372 %) / 3.30 (269 %) kBtu/h (12.30 / 8.90 kBtu/h) 6.43 (191 %) / 4.50 (197 %) kBtu/h (5.50 / 3.90 kBtu/h) 3.00 (183 %) / 2.10 (185 %) kBtu/h (5.50 / 3.90 kBtu/h) 1.86 (295 %) / 1.30 (300 %) kBtu/h (12.30 / 8.90 kBtu/h) 6.00 (205 %) / 4.20 (211 %) kBtu/h (12.30 / 8.90 kBtu/h) 6.00 (205 %) / 4.20 (211 %) kBtu/h (5.50 / 3.90 kBtu/h) 1.86 (295 %) / 1.30 (300 %) kBtu/h (5.50 / 3.90 kBtu/h) 1.86 (295 %) / 1.30 (300 %) kBtu/h (12.30 / 8.90 kBtu/h) 6.00 (205 %) / 4.20 (211 %) kBtu/h (5.50 / 3.90 kBtu/h) 2.43 (226 %) / 1.70 (229 %) kBtu/h (5.50 / 3.90 kBtu/h) 2.43 (226 %) / 1.70 (229 %) kBtu/h (12.30 / 8.90 kBtu/h) 3.43 (358 %) / 2.40 (370 %) kBtu/h ( 165.70 kBtu/h ) (12.30 / 8.90 kBtu/h) -- ( 0 %) / -- ( 0 %) kBtu/h (12.30 / 8.90 kBtu/h) -- ( 0 %) / -- ( 0 %) kBtu/h (5.50 / 3.90 kBtu/h) -- ( 0 %) / -- ( 0 %) kBtu/h (5.50 / 3.90 kBtu/h) -- ( 0 %) / -- ( 0 %) kBtu/h (12.30 / 8.90 kBtu/h) -- ( 0 %) / -- ( 0 %) kBtu/h (5.50 / 3.90 kBtu/h) -- ( 0 %) / -- ( 0 %) kBtu/h (5.50 / 3.90 kBtu/h) -- ( 0 %) / -- ( 0 %) kBtu/h (12.30 / 8.90 kBtu/h) -- ( 0 %) / -- ( 0 %) kBtu/h (12.30 / 8.90 kBtu/h) -- ( 0 %) / -- ( 0 %) kBtu/h (5.50 / 3.90 kBtu/h) -- ( 0 %) / -- ( 0 %) kBtu/h (5.50 / 3.90 kBtu/h) -- ( 0 %) / -- ( 0 %) kBtu/h (12.30 / 8.90 kBtu/h) -- ( 0 %) / -- ( 0 %) kBtu/h (12.30 / 8.90 kBtu/h) -- ( 0 %) / -- ( 0 %) kBtu/h (5.50 / 3.90 kBtu/h) -- ( 0 %) / -- ( 0 %) kBtu/h (5.50 / 3.90 kBtu/h) -- ( 0 %) / -- ( 0 %) kBtu/h (12.30 / 8.90 kBtu/h) -- ( 0 %) / -- ( 0 %) kBtu/h (5.50 / 3.90 kBtu/h) -- ( 0 %) / -- ( 0 %) kBtu/h (5.50 / 3.90 kBtu/h) -- ( 0 %) / -- ( 0 %) kBtu/h (12.30 / 8.90 kBtu/h) -- ( 0 %) / -- ( 0 %) kBtu/hARUM168DTE5Additional refrigerant : 31.01 lbARBLB071215/8:7/8:1+1/843.2 ft(5)PRHR042A3/8:3/4:7/827.6 ft(0)PRHR032A3/8:3/4:7/88.9 ft(0)PRHR042A3/8:1/2:5/815.7 ft(0)ARNU123TRC41/4:1/252.3 ft(3)RoomARNU053TRC41/4:1/254.0 ft(3)RoomARNU123TRC41/4:1/244.6 ft(3)RoomARNU123TRC41/4:1/225.5 ft(3)RoomARNU123TRC41/4:1/238.1 ft(3)RoomARNU123TRC41/4:1/229.3 ft(3)RoomARNU123TRC41/4:1/246.2 ft(3)RoomARNU123TRC41/4:1/233.1 ft(3)RoomARNU053TRC41/4:1/231.0 ft(3)RoomARNU053TRC41/4:1/233.8 ft(3)RoomARNU123TRC41/4:1/238.1 ft(3)RoomPRHR022A3/8:1/2:5/812.0 ft(3)PRHR042A3/8:1/2:5/84.8 ft(0)ARNU053TRC41/4:1/226.0 ft(3)RoomARNU053TRC41/4:1/250.2 ft(3)RoomARNU123TRC41/4:1/227.3 ft(3)RoomARNU123TRC41/4:1/237.6 ft(3)RoomARNU123TRC41/4:1/228.0 ft(3)RoomARNU053TRC41/4:1/227.7 ft(3)RoomACCU-14DARUM168DTE5Additional refrigerant : 30.44 lbARBLB071215/8:7/8:1+1/838.2 ft(5)PRHR042A3/8:3/4:7/827.6 ft(0)PRHR032A3/8:5/8:3/48.9 ft(0)PRHR042A3/8:1/2:5/815.7 ft(0)ARNU123TRC41/4:1/252.3 ft(3)RoomARNU053TRC41/4:1/254.0 ft(3)RoomARNU123TRC41/4:1/244.6 ft(3)RoomARNU123TRC41/4:1/225.0 ft(3)RoomARNU053TRC41/4:1/238.1 ft(3)RoomARNU123TRC41/4:1/241.1 ft(3)RoomARNU123TRC41/4:1/246.2 ft(3)RoomARNU123TRC41/4:1/233.1 ft(3)RoomARNU053TRC41/4:1/231.0 ft(3)RoomARNU053TRC41/4:1/233.8 ft(3)RoomARNU123TRC41/4:1/238.1 ft(3)RoomPRHR022A3/8:1/2:5/812.0 ft(0)PRHR042A3/8:1/2:5/84.8 ft(0)ARNU053TRC41/4:1/226.0 ft(3)RoomARNU053TRC41/4:1/250.2 ft(3)RoomARNU123TRC41/4:1/227.3 ft(3)RoomARNU123TRC41/4:1/237.6 ft(3)RoomARNU123TRC41/4:1/228.0 ft(3)RoomARNU053TRC41/4:1/227.7 ft(3)RoomARUM168DTE5Additional refrigerant : 28.80 lbARBLB071215/8:7/8:1+1/832.9 ft(5)PRHR032A3/8:1/2:5/810.0 ft(0)PRHR022A1/4:3/8:1/26.3 ft(0)ARNU123TRC41/4:1/224.0 ft(3)RoomARNU053TRC41/4:1/230.0 ft(3)RoomARNU123TRC41/4:1/244.1 ft(3)RoomARNU123TRC41/4:1/237.9 ft(3)RoomARNU123TRC41/4:1/225.9 ft(3)RoomPRHR042A3/8:3/4:7/826.0 ft(0)PRHR032A3/8:3/4:7/810.8 ft(0)PRHR042A3/8:1/2:5/813.5 ft(0)ARNU123TRC41/4:1/251.6 ft(3)RoomARNU053TRC41/4:1/253.3 ft(3)RoomARNU123TRC41/4:1/243.9 ft(3)RoomARNU123TRC41/4:1/224.9 ft(3)RoomARNU123TRC41/4:1/236.2 ft(3)RoomARNU123TRC41/4:1/232.2 ft(3)RoomARNU123TRC41/4:1/249.1 ft(3)RoomARNU123TRC41/4:1/232.1 ft(3)RoomARNU053TRC41/4:1/230.0 ft(3)RoomARNU053TRC41/4:1/235.6 ft(3)RoomARNU123TRC41/4:1/237.8 ft(3)RoomARUM168DTE5Additional refrigerant : 29.00 lbARBLB071215/8:7/8:1+1/828.0 ft(5)PRHR042A3/8:5/8:3/414.5 ft(0)PRHR022A1/4:3/8:1/22.2 ft(0)ARNU123TRC41/4:1/223.7 ft(3)RoomARNU073TRC41/4:1/229.6 ft(3)RoomARNU123TRC41/4:1/237.9 ft(3)RoomARNU123TRC41/4:1/237.9 ft(3)RoomARNU053TRC41/4:1/229.6 ft(3)RoomARNU123TRC41/4:1/242.2 ft(3)RoomPRHR042A3/8:3/4:7/826.1 ft(0)PRHR032A3/8:5/8:3/410.8 ft(0)PRHR042A3/8:1/2:5/813.5 ft(0)ARNU123TRC41/4:1/251.6 ft(3)RoomARNU053TRC41/4:1/253.0 ft(3)RoomARNU123TRC41/4:1/243.8 ft(3)RoomARNU123TRC41/4:1/225.0 ft(3)RoomARNU123TRC41/4:1/236.2 ft(3)RoomARNU053TRC41/4:1/226.7 ft(3)RoomARNU123TRC41/4:1/241.7 ft(3)RoomARNU123TRC41/4:1/232.6 ft(3)RoomARNU053TRC41/4:1/230.0 ft(3)RoomARNU053TRC41/4:1/235.6 ft(3)RoomARNU123TRC41/4:1/238.2 ft(3)RoomARUM168DTE5Additional refrigerant : 38.39 lbARBLB071215/8:7/8:1+1/888.4 ft(5)PRHR042A3/8:1/2:5/810.4 ft(0)PRHR022A1/4:3/8:1/225.5 ft(0)ARNU123TRC41/4:1/223.8 ft(3)2 - E1 - SouthWest/2.000000Stand-byARNU123TRC41/4:1/223.2 ft(3)2 - A2 - South 1/2.000000ARNU053TRC41/4:1/237.3 ft(3)2 - A2 - South 1 Bedroom/2.000000ARNU053TRC41/4:1/255.2 ft(3)2 - A2 - South 2 Bedroom/2.000000ARNU123TRC41/4:1/234.8 ft(3)2 - A1 - SouthWest/2.000000PRHR032A3/8:3/4:7/87.6 ft(0)PRHR042A3/8:3/4:7/834.1 ft(0)PRHR042A3/8:5/8:3/42.7 ft(0)PRHR032A3/8:1/2:5/820.2 ft(0)ARNU053TRC41/4:1/215.0 ft(3)2 - B2 - SouthEast Bedroom 1/2.000000ARNU053TRC41/4:1/239.0 ft(3)2 - B2 - SouthEast Bedroom 2/2.000000ARNU123TRC41/4:1/224.3 ft(3)2 - B2 - SouthEast/2.000000ARNU123TRC41/4:1/220.6 ft(3)2 - B1 - SouthWest Living/2.000000ARNU053TRC41/4:1/236.0 ft(3)2 - B1 - SouthWest Bedroom 1/2.000000ARNU053TRC41/4:1/234.0 ft(3)2 - B1 - SouthWest Bedroom 2/2.000000ARNU123TRC41/4:1/239.7 ft(3)2 - A2 - South 2/2.000000ARNU123TRC41/4:1/232.3 ft(3)2 - A2 - South 4/2.000000ARNU053TRC41/4:1/246.5 ft(3)2 - A2 - South 4 Bedroom/2.000000ARNU053TRC41/4:1/242.1 ft(3)2 - A2 - South 3 Bedroom/2.000000ARNU123TRC41/4:1/228.2 ft(3)2 - A2 - South 3/2.000000ARNU053TRC41/4:1/229.6 ft(3)2 - B5 - East Bed 2/2.000000ARNU053TRC41/4:1/221.4 ft(3)2 - B5 - East Bed 1/2.000000ARNU123TRC41/4:1/233.9 ft(3)2 - B5 - East/2.000000ARUM168DTE5Additional refrigerant : 37.94 lbARBLB071215/8:7/8:1+1/884.5 ft(5)PRHR042A3/8:1/2:5/810.4 ft(0)PRHR022A1/4:3/8:1/225.5 ft(0)ARNU123TRC41/4:1/223.8 ft(3)RoomStand-byARNU123TRC41/4:1/223.2 ft(3)RoomARNU053TRC41/4:1/237.3 ft(3)RoomARNU053TRC41/4:1/255.2 ft(3)RoomARNU123TRC41/4:1/234.8 ft(3)RoomPRHR032A3/8:3/4:7/87.6 ft(0)PRHR042A3/8:3/4:7/834.1 ft(0)PRHR042A3/8:5/8:3/42.7 ft(0)PRHR032A3/8:1/2:5/820.2 ft(0)ARNU053TRC41/4:1/215.0 ft(3)RoomARNU053TRC41/4:1/239.0 ft(3)RoomARNU123TRC41/4:1/224.3 ft(3)RoomARNU123TRC41/4:1/220.6 ft(3)RoomARNU053TRC41/4:1/236.0 ft(3)RoomARNU053TRC41/4:1/234.0 ft(3)RoomARNU123TRC41/4:1/239.7 ft(3)RoomARNU123TRC41/4:1/232.3 ft(3)RoomARNU053TRC41/4:1/246.5 ft(3)RoomARNU053TRC41/4:1/242.1 ft(3)RoomARNU123TRC41/4:1/228.2 ft(3)RoomARNU053TRC41/4:1/229.6 ft(3)RoomARNU053TRC41/4:1/221.4 ft(3)RoomARNU123TRC41/4:1/233.9 ft(3)RoomACCU-14EACCU-14FACCU-14GACCU-14HACCU-14IB.DIVADKEELEYENGINEERDESNECILRPFOELNAIOSSTATEFOKROYWESN030007°°°°°°°°ROISLECXEengineering, p.c.ECPhone: (585)641-7121Fax: (585) 362-4175www.ec4b.com15 Schoen PlaceSuite 300Pittsford, NY 14534REVISIONIt is a violation of New York Education Law Article 145 Sec.7209, for any person, unless acting under thedirection of a licensed professional engineer, architect, or land surveyor, to alter an item in any way. If anitem bearing the seal of an engineer, architect, or land surveyor is altered; the altering engineer, architect,or land surveyor shall affix to the item their seal and notation "altered by" followed by their signature anddate of such alteration, and a specific description of the alteration.NO.PROJECT/CLIENTPROJECT MANAGER:REVIEWED BY:DRAWN BY:ISSUED FORDATE:DRAWING TITLEPROJECT NUMBERSCALE:AS NOTEDDRAWING NUMBERDATENEWMAN DEVELOPMENT GROUPDBKPERMIT ISSUE (07/10/2017)07/10/2017ITHACA, NYM1.0416162PERMIT07-10-2017REFRIGERANT PIPINGSCHEMATICAuthorCheckerCITY CENTRE ( 165.70 kBtu/h ) (12.30 / 8.90 kBtu/h) -- ( 0 %) / -- ( 0 %) kBtu/h (12.30 / 8.90 kBtu/h) -- ( 0 %) / -- ( 0 %) kBtu/h (5.50 / 3.90 kBtu/h) -- ( 0 %) / -- ( 0 %) kBtu/h (5.50 / 3.90 kBtu/h) -- ( 0 %) / -- ( 0 %) kBtu/h (12.30 / 8.90 kBtu/h) -- ( 0 %) / -- ( 0 %) kBtu/h (5.50 / 3.90 kBtu/h) -- ( 0 %) / -- ( 0 %) kBtu/h (5.50 / 3.90 kBtu/h) -- ( 0 %) / -- ( 0 %) kBtu/h (12.30 / 8.90 kBtu/h) -- ( 0 %) / -- ( 0 %) kBtu/h (12.30 / 8.90 kBtu/h) -- ( 0 %) / -- ( 0 %) kBtu/h (5.50 / 3.90 kBtu/h) -- ( 0 %) / -- ( 0 %) kBtu/h (5.50 / 3.90 kBtu/h) -- ( 0 %) / -- ( 0 %) kBtu/h (12.30 / 8.90 kBtu/h) -- ( 0 %) / -- ( 0 %) kBtu/h (12.30 / 8.90 kBtu/h) -- ( 0 %) / -- ( 0 %) kBtu/h (5.50 / 3.90 kBtu/h) -- ( 0 %) / -- ( 0 %) kBtu/h (5.50 / 3.90 kBtu/h) -- ( 0 %) / -- ( 0 %) kBtu/h (12.30 / 8.90 kBtu/h) -- ( 0 %) / -- ( 0 %) kBtu/h (5.50 / 3.90 kBtu/h) -- ( 0 %) / -- ( 0 %) kBtu/h (5.50 / 3.90 kBtu/h) -- ( 0 %) / -- ( 0 %) kBtu/h (12.30 / 8.90 kBtu/h) -- ( 0 %) / -- ( 0 %) kBtu/h ( 165.70 kBtu/h ) (12.30 / 8.90 kBtu/h) -- ( 0 %) / -- ( 0 %) kBtu/h (12.30 / 8.90 kBtu/h) -- ( 0 %) / -- ( 0 %) kBtu/h (5.50 / 3.90 kBtu/h) -- ( 0 %) / -- ( 0 %) kBtu/h (5.50 / 3.90 kBtu/h) -- ( 0 %) / -- ( 0 %) kBtu/h (12.30 / 8.90 kBtu/h) -- ( 0 %) / -- ( 0 %) kBtu/h (5.50 / 3.90 kBtu/h) -- ( 0 %) / -- ( 0 %) kBtu/h (5.50 / 3.90 kBtu/h) -- ( 0 %) / -- ( 0 %) kBtu/h (12.30 / 8.90 kBtu/h) -- ( 0 %) / -- ( 0 %) kBtu/h (12.30 / 8.90 kBtu/h) -- ( 0 %) / -- ( 0 %) kBtu/h (5.50 / 3.90 kBtu/h) -- ( 0 %) / -- ( 0 %) kBtu/h (5.50 / 3.90 kBtu/h) -- ( 0 %) / -- ( 0 %) kBtu/h (12.30 / 8.90 kBtu/h) -- ( 0 %) / -- ( 0 %) kBtu/h (12.30 / 8.90 kBtu/h) -- ( 0 %) / -- ( 0 %) kBtu/h (5.50 / 3.90 kBtu/h) -- ( 0 %) / -- ( 0 %) kBtu/h (5.50 / 3.90 kBtu/h) -- ( 0 %) / -- ( 0 %) kBtu/h (12.30 / 8.90 kBtu/h) -- ( 0 %) / -- ( 0 %) kBtu/h (5.50 / 3.90 kBtu/h) -- ( 0 %) / -- ( 0 %) kBtu/h (5.50 / 3.90 kBtu/h) -- ( 0 %) / -- ( 0 %) kBtu/h (12.30 / 8.90 kBtu/h) -- ( 0 %) / -- ( 0 %) kBtu/h ( 165.70 kBtu/h ) (12.30 / 8.90 kBtu/h) -- ( 0 %) / -- ( 0 %) kBtu/h (12.30 / 8.90 kBtu/h) -- ( 0 %) / -- ( 0 %) kBtu/h (5.50 / 3.90 kBtu/h) -- ( 0 %) / -- ( 0 %) kBtu/h (5.50 / 3.90 kBtu/h) -- ( 0 %) / -- ( 0 %) kBtu/h (12.30 / 8.90 kBtu/h) -- ( 0 %) / -- ( 0 %) kBtu/h (5.50 / 3.90 kBtu/h) -- ( 0 %) / -- ( 0 %) kBtu/h (5.50 / 3.90 kBtu/h) -- ( 0 %) / -- ( 0 %) kBtu/h (12.30 / 8.90 kBtu/h) -- ( 0 %) / -- ( 0 %) kBtu/h (12.30 / 8.90 kBtu/h) -- ( 0 %) / -- ( 0 %) kBtu/h (5.50 / 3.90 kBtu/h) -- ( 0 %) / -- ( 0 %) kBtu/h (5.50 / 3.90 kBtu/h) -- ( 0 %) / -- ( 0 %) kBtu/h (12.30 / 8.90 kBtu/h) -- ( 0 %) / -- ( 0 %) kBtu/h (5.50 / 3.90 kBtu/h) -- ( 0 %) / -- ( 0 %) kBtu/h (12.30 / 8.90 kBtu/h) -- ( 0 %) / -- ( 0 %) kBtu/h (5.50 / 3.90 kBtu/h) -- ( 0 %) / -- ( 0 %) kBtu/h (12.30 / 8.90 kBtu/h) -- ( 0 %) / -- ( 0 %) kBtu/h (5.50 / 3.90 kBtu/h) -- ( 0 %) / -- ( 0 %) kBtu/h (5.50 / 3.90 kBtu/h) -- ( 0 %) / -- ( 0 %) kBtu/h (12.30 / 8.90 kBtu/h) -- ( 0 %) / -- ( 0 %) kBtu/h ( 165.70 kBtu/h ) (12.30 / 8.90 kBtu/h) -- ( 0 %) / -- ( 0 %) kBtu/h (12.30 / 8.90 kBtu/h) -- ( 0 %) / -- ( 0 %) kBtu/h (5.50 / 3.90 kBtu/h) -- ( 0 %) / -- ( 0 %) kBtu/h (5.50 / 3.90 kBtu/h) -- ( 0 %) / -- ( 0 %) kBtu/h (12.30 / 8.90 kBtu/h) -- ( 0 %) / -- ( 0 %) kBtu/h (5.50 / 3.90 kBtu/h) -- ( 0 %) / -- ( 0 %) kBtu/h (5.50 / 3.90 kBtu/h) -- ( 0 %) / -- ( 0 %) kBtu/h (12.30 / 8.90 kBtu/h) -- ( 0 %) / -- ( 0 %) kBtu/h (12.30 / 8.90 kBtu/h) -- ( 0 %) / -- ( 0 %) kBtu/h (5.50 / 3.90 kBtu/h) -- ( 0 %) / -- ( 0 %) kBtu/h (5.50 / 3.90 kBtu/h) -- ( 0 %) / -- ( 0 %) kBtu/h (12.30 / 8.90 kBtu/h) -- ( 0 %) / -- ( 0 %) kBtu/h (12.30 / 8.90 kBtu/h) -- ( 0 %) / -- ( 0 %) kBtu/h (5.50 / 3.90 kBtu/h) -- ( 0 %) / -- ( 0 %) kBtu/h (5.50 / 3.90 kBtu/h) -- ( 0 %) / -- ( 0 %) kBtu/h (12.30 / 8.90 kBtu/h) -- ( 0 %) / -- ( 0 %) kBtu/h (5.50 / 3.90 kBtu/h) -- ( 0 %) / -- ( 0 %) kBtu/h (5.50 / 3.90 kBtu/h) -- ( 0 %) / -- ( 0 %) kBtu/h (12.30 / 8.90 kBtu/h) -- ( 0 %) / -- ( 0 %) kBtu/h ( 165.70 kBtu/h ) (12.30 / 8.90 kBtu/h) -- ( 0 %) / -- ( 0 %) kBtu/h (12.30 / 8.90 kBtu/h) -- ( 0 %) / -- ( 0 %) kBtu/h (5.50 / 3.90 kBtu/h) -- ( 0 %) / -- ( 0 %) kBtu/h (5.50 / 3.90 kBtu/h) -- ( 0 %) / -- ( 0 %) kBtu/h (12.30 / 8.90 kBtu/h) -- ( 0 %) / -- ( 0 %) kBtu/h (5.50 / 3.90 kBtu/h) -- ( 0 %) / -- ( 0 %) kBtu/h (5.50 / 3.90 kBtu/h) -- ( 0 %) / -- ( 0 %) kBtu/h (12.30 / 8.90 kBtu/h) -- ( 0 %) / -- ( 0 %) kBtu/h (12.30 / 8.90 kBtu/h) -- ( 0 %) / -- ( 0 %) kBtu/h (5.50 / 3.90 kBtu/h) -- ( 0 %) / -- ( 0 %) kBtu/h (5.50 / 3.90 kBtu/h) -- ( 0 %) / -- ( 0 %) kBtu/h (12.30 / 8.90 kBtu/h) -- ( 0 %) / -- ( 0 %) kBtu/h (12.30 / 8.90 kBtu/h) -- ( 0 %) / -- ( 0 %) kBtu/h (5.50 / 3.90 kBtu/h) -- ( 0 %) / -- ( 0 %) kBtu/h (5.50 / 3.90 kBtu/h) -- ( 0 %) / -- ( 0 %) kBtu/h (12.30 / 8.90 kBtu/h) -- ( 0 %) / -- ( 0 %) kBtu/h (5.50 / 3.90 kBtu/h) -- ( 0 %) / -- ( 0 %) kBtu/h (5.50 / 3.90 kBtu/h) -- ( 0 %) / -- ( 0 %) kBtu/h (12.30 / 8.90 kBtu/h) -- ( 0 %) / -- ( 0 %) kBtu/h ( 290.82 kBtu/h ) (12.30 / 8.90 kBtu/h) -- ( 0 %) / -- ( 0 %) kBtu/h (9.60 / 6.90 kBtu/h) -- ( 0 %) / -- ( 0 %) kBtu/h (15.40 / 11.20 kBtu/h) -- ( 0 %) / -- ( 0 %) kBtu/h (36.20 / 26.80 kBtu/h) -- ( 0 %) / -- ( 0 %) kBtu/h (12.30 / 9.00 kBtu/h) -- ( 0 %) / -- ( 0 %) kBtu/h (24.20 / 17.70 kBtu/h) -- ( 0 %) / -- ( 0 %) kBtu/h (24.20 / 17.70 kBtu/h) -- ( 0 %) / -- ( 0 %) kBtu/h (15.40 / 11.20 kBtu/h) -- ( 0 %) / -- ( 0 %) kBtu/h (12.30 / 8.90 kBtu/h) -- ( 0 %) / -- ( 0 %) kBtu/h (9.60 / 6.90 kBtu/h) -- ( 0 %) / -- ( 0 %) kBtu/h (24.20 / 17.70 kBtu/h) -- ( 0 %) / -- ( 0 %) kBtu/h (36.00 / 25.90 kBtu/h) -- ( 0 %) / -- ( 0 %) kBtu/h (12.30 / 8.90 kBtu/h) -- ( 0 %) / -- ( 0 %) kBtu/h (9.60 / 6.90 kBtu/h) -- ( 0 %) / -- ( 0 %) kBtu/h (36.20 / 26.80 kBtu/h) -- ( 0 %) / -- ( 0 %) kBtu/h (36.20 / 26.80 kBtu/h) -- ( 0 %) / -- ( 0 %) kBtu/h (48.10 / 36.10 kBtu/h) -- ( 0 %) / -- ( 0 %) kBtu/hARUM168DTE5Additional refrigerant : 37.40 lbARBLB071215/8:7/8:1+1/879.9 ft(5)PRHR042A3/8:1/2:5/810.4 ft(0)PRHR022A1/4:3/8:1/225.5 ft(0)ARNU123TRC41/4:1/223.8 ft(3)RoomStand-byARNU123TRC41/4:1/223.2 ft(3)RoomARNU053TRC41/4:1/237.3 ft(3)RoomARNU053TRC41/4:1/255.2 ft(3)RoomARNU123TRC41/4:1/234.8 ft(3)RoomPRHR032A3/8:3/4:7/87.6 ft(0)PRHR042A3/8:3/4:7/834.1 ft(0)PRHR042A3/8:5/8:3/42.7 ft(0)PRHR032A3/8:1/2:5/820.2 ft(0)ARNU053TRC41/4:1/215.0 ft(3)RoomARNU053TRC41/4:1/239.0 ft(3)RoomARNU123TRC41/4:1/224.3 ft(3)RoomARNU123TRC41/4:1/220.6 ft(3)RoomARNU053TRC41/4:1/236.0 ft(3)RoomARNU053TRC41/4:1/234.0 ft(3)RoomARNU123TRC41/4:1/239.7 ft(3)RoomARNU123TRC41/4:1/232.3 ft(3)RoomARNU053TRC41/4:1/246.5 ft(3)RoomARNU053TRC41/4:1/242.1 ft(3)RoomARNU123TRC41/4:1/228.2 ft(3)RoomARNU053TRC41/4:1/229.6 ft(3)RoomARNU053TRC41/4:1/221.4 ft(3)RoomARNU123TRC41/4:1/233.9 ft(3)RoomARUM168DTE5Additional refrigerant : 36.97 lbARBLB071215/8:7/8:1+1/875.4 ft(5)PRHR042A3/8:1/2:5/810.4 ft(0)PRHR022A1/4:3/8:1/225.5 ft(0)ARNU123TRC41/4:1/223.8 ft(3)RoomStand-byARNU123TRC41/4:1/223.2 ft(3)RoomARNU053TRC41/4:1/237.3 ft(3)RoomARNU053TRC41/4:1/255.2 ft(3)RoomARNU123TRC41/4:1/234.8 ft(3)RoomPRHR032A3/8:3/4:7/87.6 ft(0)PRHR042A3/8:3/4:7/836.2 ft(0)PRHR042A3/8:5/8:3/42.7 ft(0)PRHR032A3/8:1/2:5/820.2 ft(0)ARNU053TRC41/4:1/215.0 ft(3)RoomARNU053TRC41/4:1/239.0 ft(3)RoomARNU123TRC41/4:1/224.3 ft(3)RoomARNU123TRC41/4:1/220.6 ft(3)RoomARNU053TRC41/4:1/236.0 ft(3)RoomARNU053TRC41/4:1/234.0 ft(3)RoomARNU123TRC41/4:1/239.7 ft(3)RoomARNU123TRC41/4:1/232.3 ft(3)RoomARNU053TRC41/4:1/246.5 ft(3)RoomARNU053TRC41/4:1/242.1 ft(3)RoomARNU123TRC41/4:1/228.2 ft(3)RoomARNU053TRC41/4:1/229.6 ft(3)RoomARNU053TRC41/4:1/221.4 ft(3)RoomARNU123TRC41/4:1/233.9 ft(3)RoomACCU-14JACCU-14KARUM168DTE5Additional refrigerant : 36.36 lbARBLB071215/8:7/8:1+1/870.9 ft(5)PRHR042A3/8:1/2:5/810.4 ft(0)PRHR022A1/4:3/8:1/225.5 ft(0)ARNU123TRC41/4:1/223.8 ft(3)RoomStand-byARNU123TRC41/4:1/223.2 ft(3)RoomARNU053TRC41/4:1/237.3 ft(3)RoomARNU053TRC41/4:1/255.2 ft(3)RoomARNU123TRC41/4:1/234.8 ft(3)RoomPRHR032A3/8:3/4:7/87.6 ft(0)PRHR042A3/8:3/4:7/834.1 ft(0)PRHR042A3/8:5/8:3/42.7 ft(0)PRHR032A3/8:1/2:5/820.2 ft(0)ARNU053TRC41/4:1/215.0 ft(3)RoomARNU053TRC41/4:1/239.0 ft(3)RoomARNU123TRC41/4:1/224.3 ft(3)RoomARNU123TRC41/4:1/220.6 ft(3)RoomARNU053TRC41/4:1/236.0 ft(3)RoomARNU053TRC41/4:1/234.0 ft(3)RoomARNU123TRC41/4:1/239.7 ft(3)RoomARNU053TRC41/4:1/232.3 ft(3)RoomARNU123TRC41/4:1/246.5 ft(3)RoomARNU053TRC41/4:1/242.1 ft(3)RoomARNU123TRC41/4:1/228.2 ft(3)RoomARNU053TRC41/4:1/229.6 ft(3)RoomARNU053TRC41/4:1/221.4 ft(3)RoomARNU123TRC41/4:1/233.9 ft(3)RoomARUM168DTE5Additional refrigerant : 35.64 lbARBLB071215/8:7/8:1+1/864.5 ft(5)PRHR042A3/8:1/2:5/88.2 ft(0)PRHR022A1/4:3/8:1/225.5 ft(2)ARNU123TRC41/4:1/223.7 ft(3)RoomStand-byARNU123TRC41/4:1/223.2 ft(3)RoomARNU053TRC41/4:1/237.3 ft(3)RoomARNU053TRC41/4:1/255.1 ft(3)RoomARNU123TRC41/4:1/236.8 ft(3)RoomPRHR032A3/8:3/4:7/89.6 ft(3)PRHR042A3/8:3/4:7/834.1 ft(0)PRHR042A3/8:5/8:3/42.7 ft(0)PRHR032A3/8:1/2:5/820.2 ft(0)ARNU053TRC41/4:1/215.0 ft(3)RoomARNU053TRC41/4:1/239.1 ft(3)RoomARNU123TRC41/4:1/224.4 ft(3)RoomARNU123TRC41/4:1/220.5 ft(3)RoomARNU053TRC41/4:1/236.2 ft(3)RoomARNU053TRC41/4:1/234.0 ft(3)RoomARNU123TRC41/4:1/240.1 ft(3)RoomARNU123TRC41/4:1/231.7 ft(3)RoomARNU053TRC41/4:1/246.6 ft(3)RoomARNU053TRC41/4:1/242.2 ft(3)RoomARNU123TRC41/4:1/228.4 ft(3)RoomARNU053TRC41/4:1/229.5 ft(3)RoomARNU053TRC41/4:1/221.4 ft(3)RoomARNU123TRC41/4:1/234.0 ft(3)RoomARUM168DTE5Additional refrigerant : 35.10 lbARBLB071215/8:7/8:1+1/860.0 ft(5)PRHR042A3/8:1/2:5/87.5 ft(0)PRHR022A1/4:3/8:1/225.5 ft(0)ARNU123TRC41/4:1/223.8 ft(3)RoomStand-byARNU123TRC41/4:1/223.2 ft(3)RoomARNU053TRC41/4:1/237.4 ft(3)RoomARNU053TRC41/4:1/255.2 ft(3)RoomARNU123TRC41/4:1/237.0 ft(3)RoomPRHR032A3/8:3/4:7/89.7 ft(0)PRHR042A3/8:3/4:7/834.1 ft(0)PRHR042A3/8:5/8:3/42.7 ft(0)PRHR032A3/8:1/2:5/820.2 ft(0)ARNU053TRC41/4:1/215.0 ft(3)RoomARNU053TRC41/4:1/239.0 ft(3)RoomARNU123TRC41/4:1/224.4 ft(3)RoomARNU123TRC41/4:1/220.4 ft(3)RoomARNU053TRC41/4:1/235.9 ft(3)RoomARNU053TRC41/4:1/234.1 ft(3)RoomARNU123TRC41/4:1/239.3 ft(3)RoomARNU123TRC41/4:1/231.7 ft(3)RoomARNU053TRC41/4:1/246.5 ft(3)RoomARNU053TRC41/4:1/242.2 ft(3)RoomARNU123TRC41/4:1/228.1 ft(3)RoomARNU053TRC41/4:1/231.8 ft(3)RoomARNU053TRC41/4:1/221.4 ft(3)RoomARNU123TRC41/4:1/233.4 ft(3)RoomACCU-14LACCU-14MACCU-14NARUM288DTE5Additional refrigerant : 64.87 lbConnection branch pipe : ARCNB21Combi. : ARUM096DTE5,ARUM192DTE5ARBLB145213/4:1+1/8:1+3/8134.1 ft(5)ARBLB071215/8:7/8:1+1/810.5 ft(2)PRHR042A3/8:5/8:3/48.9 ft(0)ARNU123TRC41/4:1/238.6 ft(0)RoomARNU093TRC41/4:1/226.1 ft(2)RoomARNU153BHA41/4:1/215.3 ft(3)RoomARNU363BGA43/8:5/839.2 ft(3)RoomPRHR042A1/2:7/8:1+1/851.0 ft(0)PRHR032A3/8:5/8:3/48.9 ft(3)ARNU123BHA41/4:1/250.6 ft(3)RoomARNU243BHA43/8:5/814.4 ft(3)RoomARNU243BHA43/8:5/89.4 ft(3)RoomARNU153BHA41/4:1/227.8 ft(3)RoomARNU123TRC41/4:1/246.3 ft(0)RoomARNU093TRC41/4:1/234.9 ft(2)RoomARNU243BHA43/8:5/830.4 ft(3)RoomPRHR032A5/8:7/8:1+1/830.8 ft(4)PRHR032A3/8:5/8:3/43.5 ft(0)ARNU363NJA43/8:5/827.0 ft(3)RoomARNU123TRC41/4:1/244.8 ft(0)RoomARNU093TRC41/4:1/229.1 ft(2)RoomARNU363BGA43/8:5/827.0 ft(3)RoomARNU363BGA43/8:5/827.0 ft(3)RoomARNU483BRA43/8:5/831.6 ft(3)RoomACCU-24AB.DIVADKEELEYENGINEERDESNECILRPFOELNAIOSSTATEFOKROYWESN030007°°°°°°°°ROISLECXEengineering, p.c.ECPhone: (585)641-7121Fax: (585) 362-4175www.ec4b.com15 Schoen PlaceSuite 300Pittsford, NY 14534REVISIONIt is a violation of New York Education Law Article 145 Sec.7209, for any person, unless acting under thedirection of a licensed professional engineer, architect, or land surveyor, to alter an item in any way. If anitem bearing the seal of an engineer, architect, or land surveyor is altered; the altering engineer, architect,or land surveyor shall affix to the item their seal and notation "altered by" followed by their signature anddate of such alteration, and a specific description of the alteration.NO.PROJECT/CLIENTPROJECT MANAGER:REVIEWED BY:DRAWN BY:ISSUED FORDATE:DRAWING TITLEPROJECT NUMBERSCALE:AS NOTEDDRAWING NUMBERDATENEWMAN DEVELOPMENT GROUPDBKPERMIT ISSUE (07/10/2017)07/10/2017ITHACA, NYM1.0516162PERMIT07-10-2017REFRIGERANT PIPINGSCHEMATICAuthorCheckerCITY CENTRE B.DIVADKEELEYENGINEERDESNECILRPFOELNAIOSSTATEFOKROYWESN030007°°°°°°°°ROISLECXEengineering, p.c.ECPhone: (585)641-7121Fax: (585) 362-4175www.ec4b.com15 Schoen PlaceSuite 300Pittsford, NY 14534REVISIONIt is a violation of New York Education Law Article 145 Sec.7209, for any person, unless acting under thedirection of a licensed professional engineer, architect, or land surveyor, to alter an item in any way. If anitem bearing the seal of an engineer, architect, or land surveyor is altered; the altering engineer, architect,or land surveyor shall affix to the item their seal and notation "altered by" followed by their signature anddate of such alteration, and a specific description of the alteration.NO.PROJECT/CLIENTPROJECT MANAGER:REVIEWED BY:DRAWN BY:ISSUED FORDATE:DRAWING TITLEPROJECT NUMBERSCALE:AS NOTEDDRAWING NUMBERDATENEWMAN DEVELOPMENT GROUPDBKPERMIT ISSUE (07/10/2017)07/10/2017ITHACA, NYM1.0616162PERMIT07-10-2017SCHEDULESCTLDBKCITY CENTREFAN SCHEDULETAG LOCATION SERVICE CFME.S.P. (in.wg)BLADE TYPE FAN RPM DRIVE TYPE SONESELECTRICAL DATADESIGN EQUIPMENTRPM HP VOLT PH FLA STARTEREF-1500 KITCHEN EXHAUST HOOD EH-1 1500 1.50 BI 2604 BELT 20 1725 1 480 3 2.10 A BY EC GREENHECK QEI-9-II-10EF-2500 ROOF SMOKE REMOVAL 2500 1.30 BI 1352 BELT17.1 1725 1 480 3 2.10 A VFD GREENHECK CUBE-161-10EF-3000 ROOF TRASH CHUTE 3000 1.50 BI 780 BELT 16.2 1725 0.75 480 3 1.60 A BY EC GREENHECK USF-222-10-BI-7EF-3795A FAN ROOM GARAGE EXHAUST 3795 0.20 AIRFOIL 1770 DIRECT 1770 1.5 480 3 VFD GREENHECK HPA-16-95-L-15SF-1 STAIR 1 WALL STAIRWELL PRESSURIZATION 10000 0.50 PROP 1222 BELT 30 1725 2 480 3 3.40 A VFD GREENHECK RBE-3H30-20SF-2 STAIR 2 ROOF STAIRWELL PRESSURIZATION 10000 0.50 PROP 1162 BELT 33 1725 2 480 3 3.40 A VFD GREENHECK SBS-3H30-20REGISTER, GRILLE & DIFFUSER SCHEDULETAG TYPE MATERIAL FINISH/COLOR DAMPER DESIGN EQUIPMENT2 SUPPLY STEEL / ALUMINUM BY ARCH Yes TITUS 272RL / 272FL3 SUPPLY ALUMINUM BY ARCH Yes TITUS ML-39A RETURN / EXHAUST STEEL / ALUMINUM BY ARCH Yes TITUS 350RL / 350FLC RETURN / EXHAUST ALUMINUM BY ARCH Yes TITUS MLR-39HEAT RECOVERY UNIT SCHEDULE - DX/GASTAG LOCATION SERVICESUPPLY FAN EXHAUST FANCOOLING (DX) - 95°F OATHEATING (GAS) - 0°F OAT ELECTRICAL DATADESIGN EQUIPMENTCFM E.S.P. (in. wg) HP CFM E.S.P. (in. wg) HP COIL - TMBH COIL - SMBH HW MBH TOTAL EQUIVALENT MBH ROWS EAT db EAT wb LAT db LAT wb INPUT MBH OUTPUT MBH EAT VOLT PH MCA MOCPD STARTERHRU-1A ROOF BUILDING VENTILATION 4550 1.00 5 3800 1.50 3 186.6 136.2 90.6 277.2 3 82 °F 67 °F 53 °F 52 °F 270.0 218.7 44 °F 480 3 45.00 A 50.00 A VFD AAON RN-016-3-0-EA09-349HRU-1B ROOF BUILDING VENTILATION 4450 1.00 5 3250 1.50 2 187.7 136.6 78 265.7 3 82 °F 67 °F 54 °F 53 °F 270.0 218.7 39 °F 480 3 44.00 A 50.00 A VFD AAON RN-016-3-0-EA09-349NOTES:1. PROVIDE HRU'S WITH MODULATING COMPRESSOR, HOT GAS REHEAT, SINGLE POINT POWER CONNECTION, PACKAGED DISCONNECT, SUPPLY AND EXHAUST FAN VFD, DIRTY FILTER SWITCH, MODULATING GAS AND 30" PLENUM WIND RATED ROOF CURB SUITABLE FOR SIDE DISCHARGE.2. E.C. SHALL FURNISH SUPPLY SIDE DUCT SMOKE DETECTOR, H.C. SHALL INSTALL SUPPLY SIDE DUCT SMOKE DETECTOR.VRF SYSTEM SCHEDULE - OUTDOOR UNITSMARK LOCATION SERVICECOOLINGAMBIENT TEMP.COOLINGMBHHEATING AMBIENTTEMPHEATING MBHELECTRICAL DATADESIGN EQUIPMENTVOLTAGE PH MCAACCU-3 ROOF 1ST FLOOR TENNANT SPACE 91 °F 38.0 0 °F 42.0 208 1 25 LG ARUN038GSS5ACCU-6 ROOF 1ST FLOOR TENNANT SPACE 91 °F 72.0 0 °F 81.0 480 3 12.8 LG ARUN072DTE5ACCU-8 ROOF 1ST FLOOR TENNANT SPACE 91 °F 96.0 0 °F 108.0 480 3 16.4 LG ARUM096DTE5ACCU-10 ROOF APARTMENT VRF SYSTEM 91 °F 120.0 0 °F 135.0 480 3 18.4 LG ARUM121DTE5ACCU-12 ROOF APARTMENT VRF SYSTEM 91 °F 144.0 0 °F 162.0 480 3 26.4 LG ARUM144DTE5ACCU-14 ROOF APARTMENT VRF SYSTEM 91 °F 168.0 0 °F 189.0 480 3 28.5 LG ARUM168DTE5ACCU-24 ROOF 1ST FLOOR AMENITIES 91 °F 288.0 0 °F 324.0 480 3 35.7 + 16.4 LG ARUM288DTE5VRF SYSTEM SCHEDULE - INDOOR UNITSTAG LOCATION SERVICE TYPE CFME.S.P. (in.WG)TMBH SMBH HEATING MBHELECTRICAL DATADESIGN EQUIPMENTVOLTAGE PH MCA208 1CFC-05 MULTIPLE APARTMENTS CEILING CASSETTE 265 0.00 5.5 3.5 6.1 208 1 0.25 A LG ARNU053TRC4CFC-09 MULTIPLE MULTIPLE CEILING CASSETTE 280 0.00 9.6 6.7 10.9 208 1 0.25 A LG ARNU093TRC4CFC-12 MULTIPLE MULTIPLE CEILING CASSETTE 305 0.00 12.3 8.6 13.6 208 1 0.25 A LG ARNU123TRC4DFC-12A SERVICE CORRIDOR SERVICE CORR. CEILING CONCEALED 480 0.23 12.3 8.6 13.6 208 1 3.31 A LG ARNU123BGA4DFC-15 MULTIPLE MULTIPLE CEILING CONCEALED 390 0.23 15.4 10.8 17.1 208 1 1.33 A LG ARNU153BGA4DFC-18 MULTIPLE MULTIPLE CEILING CONCEALED 540 0.31 19.1 13.4 21.5 208 1 3.31 A LG ARNU183BGA4DFC-24 MULTIPLE MULTIPLE CEILING CONCEALED 670 0.31 24.2 17.0 27.3 208 1 3.31 A LG ARNU243BGA4DFC-28 MULTIPLE MULTIPLE CEILING CONCEALED 915 0.31 28.0 19.6 31.5 208 1 3.31 A LG ARNU283BGA4DFC-36 MULTIPLE MULTIPLE CEILING CONCEALED 990 0.50 36.0 25.2 40.0 208 1 1.12 A LG ARNU363NJA4DFC-42 MULTIPLE MULTIPLE CEILING CONCEALED 1130 0.31 42.0 29.4 43.8 208 1 3.31 A LG ARNU423BGA4DFC-48 MULTIPLE MULTIPLE CEILING CONCEALED 1580 0.55 48.1 33.7 51.2 208 1 4.37 A LG ARNU483BRA4PUMP SCHEDULETAG LOCATION SERVICE PUMP TYPE FLUID GPM MAX TEMP HEAD (ft.)IMPELLARSIZE (in.)ELECTRICAL DATADESIGNEQUIPMENTRPM HP VOLTS PH STARTERHWP-1B BOILER ROOM MULTIPLE VERTICAL CLOSED COUPLED WATER 250 250 40 6.8 1760 5 480 3 BY EC TACO KV3007HWP-1A BOILER ROOM MULTIPLE VERTICAL CLOSED COUPLED WATER 250 250 40 6.8 1760 5 480 3 BY EC TACO KV3007EXPANSION TANK SCHEDULETAG Location SERVICE TANK VOLUMESYSTEMMEDIAMAX WATER TEMPSYSTEMVOLUMEASME RATING (psi)EXPANSIONVOLUMEDESIGNEQUIPMENTET-1 BOILER ROOM MULTIPLE 57 WATER 240 °F 600 CF 125.00 20 TACO CA-215CUH SCHEDULE - ELECTRICTAG MOUNTING CFMHEATING ELECTRICAL DATADESIGN EQUIPMENTMBH KW MCA VOLT PHCUH-1.5 RECESSED 65 5.1 1.5 12.5 120 1 QMARK CWH1151DSCUH SCHEDULE - HOT WATERTAG MOUNTING CFMHEATING COIL - 180°F EWT UNIT DIMENSIONS MOTORDESIGN EQUIPMENTMBH GPM LWT EAT LAT PD (ft) L H W RPM HP VOLT PH STARTERWCUH-1_ CONSOLE FLOOR 230 25.8 3 160 °F 60 °F 104 °F 0.50 2' - 11" 2' - 4 1/2" 0' - 9 1/2" 1760 0.06 120 1 BY EC STERLING FS-1005-02UH-1 VERTICAL HUNG 1800 78.4 8 160 °F 60 °F 100 °F 0.36 1' - 7 5/8" 2' - 0" 0' - 6 5/16" 1000 0.08 120 1 BY EC STERLING HS-108NOTES:1. PROVIDE ALUMINUM REGISTERS AND DIFFUSERS IN ALL TOILET ROOMS, JANITOR CLOSETS, LOCKERROOM OR ANY OTHER SPACE SUBJECT TO MOISTURE.2. PROVIDE ALL REGISTERS AND DIFFUSERS WITH OPPOSED BLADE DAMPER.NOTES:1. MC SHALL PROVIDE DISCONNECT AND LINE VOLTAGE THERMOSTAT2. PROVIDE SURFACE MOUNT WALL BOX IF UNIT CAN NOT BE RECESSED, REFER TO ARCHITECTURAL PLANS FOR WALL TYPES.NOTES:1. E.C. TO PROVIDE STARTERS OR VFDS AND DISCONNECTS FOR ALL PUMPS.NOTES:1. 1 HP FAN OR LESS (120/1) – MC PROVIDES PACKAGED DISCONNECT, EC PROVIDES STARTER.2. 1 HP FAN OR LESS (208/3) – EC PROVIDES STARTERS OR VFDS AND DISCONNECT.3. GREATER THAN 1 HP (208/480/3) - EC PROVIDES STARTERS OR VFDS AND DISCONNECT.4. PROVIDE EF-3000 & EF-3795A WITH A BACK DRAFT DAMPER.5. PROVIDE EF-2500, SF-1 & SF-2 WITH 120/1 AUTOMATIC AIR DAMPER. ELECTRICALLY INTERLOCK DAMPER WITH FAN MOTOR. INTERLOCK BY M.C.3. EC TO PROVIDE SEPERATE 120/1 POWER FEED TO AUTOMATIC AIR DAMPERS, IF FAN IS ON EMERGENCY POWER, DAMPER SHALL BE ON EMERGENCY POWER.5. PROVIDE ROOF MOUNTED EXHAUST FANS WITH WIND RATED CURBS SECURED TO THE BUILDING STRUCTURE.6. PROVIDE OSHA COMPLIANT TIE DOWNS FOR ANY FAN INSTALLED WITHIN 15'-0" FROM ROOF'S LEDGE.7. PROVIDE EF-3795B,C,D,E,F SIMILAR TO EF-3795A, ALL (6) FANS WILL MAKE UP A 21,000 CFM FAN WALL. PROVIDE REQUIRED CONTROLS TO STAGE FANS AS NEEDED. INTERLOCK FANWALL WITH PARKING GARAGE CO/N SENSORS.NOTES:1. PROVIDE VARIABLE REFRIGERANT FLOW CONDENSING UNIT CONNECTED TO MULTIPLE INTERIOR UNITS PER MANUFACTURER'S REQUIREMENTS, INCLUDING ALL REQUIRED CONTROLS.2. PROVIDE 3-PIPE REFRIGERANT PIPING SYSTEM FOR SIMULTANEOUS HEATING AND COOLING AVAILABILITY FOR AIR HANDLING UNITS PER MANUFACTURER'S REFRIGERANT PIPING REQUIREMENTS. FIRST FLOORTENANT SPACES ARE HEAT AND COOL ONLY - NO SIMULTANEOUS HEATING, ALL OTHER ZONES ARE SIMULTANEOUS.3. PROVIDE APPROPRIATE PIPING MANIFOLD OR KIT AS REQUIRED FOR EACH AIR HANDLER. PROVIDE INLET AND OUTLET BALL VALVES ON ALL HEAT RECOVERY BOX PIPING.4. ALL CEILING CASSETTE AND DUCTED CONCEALED VRF UNITS SHALL HAVE INTEGRAL CONDENSATE DRAIN PUMP WITH A SINGLE POINT ELECTRICAL CONNECTION.5. PROVIDE WIRED REMOTE CONTROLLERS AT ALL LOCATIONS. WIRELESS REMOTE CONTROLLERS SHALL NOT BE ACCEPTABLE.6. PROVIDE ALL DUCTED FAN COILS WITH ACCESSIBLE FILTER BOXES, CONTRACTOR TO FIELD FABRICATE AND INSTALL 2" FILTER RACK AT FAN COIL RETURN AIR INTAKE.7. ELECTRICAL CONTRACTOR TO PROVIDE DISCONNECT SWITCH FOR ALL INDOOR FAN COIL UNITS.8. ELECTRICAL CONTRACTOR TO PROVIDE 208/1 POWER CONNECTION AND 30 A DISCONNECT TO ALL HEAT RECOVERY BOXES (HR-2,3,4's).9. MULTIPLE UNITS MAY EXIST PER TAG.10. PROVIDE REMOTE TOUCHSCREEN LG COMMUNICATIONS MANAGER FOR SINGLE POINT CONTROL OF ALL LG UNITS, FINAL LOCATION OF COMMUNICATIONS MANAGER BY OWNER.11. PROVIDE BACNET COMPATIBLE CONTROLS TO ALLOW BMS MONITORING OF ALL INDOOR DEVICES, CONTROL OF INDOOR DEVICES BY LG CONTROLS.NOTES:1. PROVIDE ALL OUTDOOR UNITS ON STANDS, STANDS BY OTHERS.2. ELECTRICAL CONTRACTOR TO PROVIDE TWO 480/3 POWER CONNECTIONS FOR ACCU-24A.3. ELECTRICAL CONTRACTOR TO PROVIDE A SINGLE 120V POWER CONNECTION FOR ALL BRANCH SELECTOR BOXES SHOWN ON DRAWINGS.4. ELECTRICAL CONTRACTOR TO PROVIDE DISCONNECT SWITCH FOR ALL OUTDOOR HEAT PUMP UNITS.5. PROVIDE EACH REFRIGERANT SYSTEM WITH WATTNODE METER MONITORING SYSTEM AT THE OUTDOOR UNIT. WATTNODE IS APPROVED BY THE VRF MANUFACTURER. PROVIDE NEMA 3X ENCLOSURE.6. PROVIDE POWER DISTRIBUTION INDICATOR FOR INDOOR TENANT MONITORING OF OUTDOOR ENERGY USAGE FOR TENANT BILLING.7. PROVIDE BASE PAN HEATER, WIND BAFFLE HAIL GUARD AND DIRECTIONAL HOOD FOR ALL OUTDOOR UNITS.8. PROVIDE REMOTE TOUCHSCREEN LG COMMUNICATIONS MANAGER FOR SINGLE POINT CONTROL OF ALL LG UNITS, FINAL LOCATION OF COMMUNICATIONS MANAGER BY OWNER.9. PROVIDE BACNET COMPATIBLE CONTROLS TO ALLOW BMS MONITORING OF ALL OUTDOOR UNITS, CONTROL OF OUTDOOR UNITS BY LG CONTROLS.BOILER SCHEDULE - GASTAG LOCATION SERVICE TYPE SYS. MEDIA INPUT MBH OUTPUT MBH GPM PD EWT LWTFLUE &INTAKE SIZEELECTRICALDESIGN EQUIPMENTVOLT PH STARTERB-1 BOILER ROOM MULTIPLE CONDENSING WATER 1500 1443 125 20.00 140 °F 180 °F 8" 480 3 PKGD. LOCHINVAR FBN1501B-2 BOILER ROOM MULTIPLE CONDENSING WATER 1500 1443 125 20.00 140 °F 180 °F 8" 480 3 PKGD. LOCHINVAR FBN1501NOTES:1. PROVIDE BOILERS WITH THE FOLLOWING OPTIONS: 316 STAINLESS STEEL HEAT EXCHANGER, CONDENSATE NEUTRALIZATION TANK, OEM MULTIPLE BOILER CONTROL, (2)LOW WATER CUTOFFS ((1) WITH MANUAL RESET,HIGH AND LOW GAS PRESSURE SWITCHES AND HIGH TEMPERATURE MANUAL RESET AND 100 PSIG RELIEF.2. EC SHALL PROVIDE A DISCONNECT, MC TO PROVIDE PACKAGED STARTER.NOTES:1. MC SHALL PROVIDE PACKAGED DISCONNECT AND LINE VOLTAGE THERMOSTAT.EXHAUST HOOD SCHEDULE - ISLAND CANOPYTAG MOUNTING LOCATIONEXHAUSTCFMEXHAUSTCOLLAR SIZEHOOD OVERALL DIMENSIONSHOODCONSTRUCTIONDESIGN EQUIPMENTLHWEH-1 ISLAND CANOPY KITCHEN 1500 14"x10" 6' - 0" 2' - 0" 4' - 6" 430 SS WHEREEXPOSEDCAPTIVE AIRE 5424 ND-2WINOTES:1. EH-1 SHALL BE TYPE 1, NPFA 96 COMPLIANT, COMPLETE WITH ANSUL SYSTEM AND ASSOCIATED EXHAUST FAN (EF-1500). PROVIDE ALLMANUFACTURER'S REQUIRED CONTROLS, AQUIRE SUBMITTAL FROM VENDOR PRIOR TO BID FOR ALL REQUIRED ACCESSORIES. SUPPORT HOOD ANDFAN PER MANUFACTURER'S WRITTEN RECOMMENDATIONS. GC TO PROVIDE ACCESS DOOR FOR FAN AND OTHER ACCESSORIES REQUIRING ACCESS. FASTEN TO SLEEVE ONLYIN LIEU OF DOORHORIZONTAL DAMPER AND 80% FREE AREA INSTALLATIONFOR DOUBLE WALL DUCT, USE INSULATION END CAP AND2.1.SIMILAR.INSULATE SLEEVE.THAN THICKNESS OF WALLTHROUGH WALL 12" LONGER14 GAUGE SLEEVEDAMPERSMOKESECURED WITH WING NUTSFLANGED, GASKETED ANDREMOVABLE DUCT SECTION,WIDE, PROVIDE 24" LONGIF DUCT IS LESS THAN 14"MINIMUM SIZE 16" x 12".ACCESS DOOR:RECTANGULAR DUCTROUND/FLAT OVAL ORCONTINUOUS ANGLE 1 1/2x 1 1/2 , 12 GA. (UP TO 48"WIDE DUCT), 2 x 2, 12 GA.(49" TO 72" DUCT),ANGLE TO WALLDO NOT BOLTSLIP JOINT (TYP)CONSTRUCTIONFIRE RATEDDAMPERFIREAD ADTO 48" WIDE DUCT),TO SLEEVE ONLYAND LARGER), FASTEN2 x 2, 12 GA. (49"1. HORIZONTAL AND 80% FREE AREA DAMPER INSTALLATION SIMILAR.2. OR DOUBLE WALL DUCT, USE INSULATION END CAP AND INSULATE SLEEVE.FIRE DAMPERTHAN THICKNESS OF WALLTHROUGHT WALL 6" LONGER14 GAUGE SLEEVE1 1/2 x 1 1/2 , 12 GA. (UPCONTINUOUS ANGLESLIP JOINT (TYP)ANGLE TO WALLRECTANGULAR DUCTROUND/FLAT OVAL ORACCESS DOOR: MINIMUM SIZE16" x 12". IF DUCT IS LESS THAN14" WIDE, PROVIDE 24" LONGREMOVABLE DUCT SECTION,FLANGED, GASKETED ANDSECURED WITH WING NUTS INLIEU OF DOORDO NOT BOLTCONSTRUCTIONFIRE RATEDADIN LIEU OF DOORSECURED WITH WING NUTSFLANGED, GASKETED ANDREMOVABLE DUCT SECTION,WIDE, PROVIDE 24" LONGIF DUCT IS LESS THAN 14"MINIMUM SIZE 16" x 12".ACCESS DOOR:EXTENDED THROUGH14 GAUGE SLEEVERECTANGULAR DUCTROUND/FLAT OVAL ORDAMPER SHALL BE WITHIN 2'-0" OF WALL.HORIZONTAL DAMPER INSTALLATION SIMILAR.END CAP, INSULATE SLEEVE.FOR DOUBLE WALL DUCT, USE INSULATION3.2.1.TO SLEEVE ONLYAND LARGER), FASTEN2 x 2, 12 GA. (49"TO 48" WIDE DUCT),1 1/2 x 1 1/2 , 12 GA. (UPCONTINUOUS ANGLEOPERATOR ACCESSIBLEWITH LINKAGE ANDLOCATE IN SLEEVESMOKE DAMPER,TO SMOKE BARRIERDO NOT BOLT ANGLESLIP JOINT (TYP)SMOKE BARRIERWALLVANES WELDEDVANE RUNNER ASSEMBLYOVER 2000 FPMEQUALMINIMUM45°45°MINIMUM3"'W'3"'W'EQUAL45°45°ACEBELBOW CHECKASSEMBLY TOBOLT VANETO RUNNERVANES WELDEDVANE RUNNER ASSEMBLYRUNNERGA. VANEMINIMUM 24ASSEMBLYVANE RUNNERUP TO 2000 FPMTO RUNNERVANES WELDEDELBOW CHECKASSEMBLY TOBOLT VANEDDTO CHANNEL19" DOVERDIM.UNDER2 1/8"1 1/8"2 7/8"3 1/4"2 1/4"6 3/8"4 1/4" R2 1/4" REDCBA1" R2" R'W'24 GA.VANES MINIMUMDUCTSHIGH VELOCITYCHANNEL FORRUNNERGA. VANEMINIMUM 2424 GA.RUNNER MINIMUM18 GA. FORMEDSUPPLYAROUNDAIRFLOWSEAL ALLEQUAL TO REQ'DBRANCH DUCT DIA.EQUAL TO REQ'DBRANCH DUCTDIMENSIONSAROUNDSEAL ALL1" MIN. ON TOPAND BOTTOMMAIN DUCT45°ADJUSTABLEELBOW RINGSWIDTH, BUT MIN. 4"AND BOTTOM1/4 BRANCH DUCT1" MIN. ON TOPMAIN DUCT45°VOLUME DAMPERDUCT MOUNTEDDAMPERVOLUMEINTEGRALREGISTERWIDTH EQUAL TO DUCTPLENUM BOX LENGTH ANDAS SPECIFIED ON DRAWINGSROUND OR RECTANGULARCONNECTION SIZE12" MINCEILING WITH (1) 90° BENDNOTE: FLEX SHALL BE 4'-0" MAXIMUMELBOW SUPPORT FOR FLEXVDOR JOISTDECK, BEAM,G.C. TO CUT BACK INSULATION AND PROVIDE FLASHING.LOCATION, SETTINGS AND SECURING OF CURB BY HVAC.LENGTH OF SUPPORTS AS CALLED FOR. PROVIDE BLOCKING1.2.3.BENEATH SUPPORTS IN FLUTES OF METAL DECKS.PROVIDE SHIMS WHERE REQUIRED TO LEVEL SUPPORT.ROOF INSULATIONROOF DECKEQUIPMENT SUPPORT (PIPESUPPORT SECTION SIMILAR)SUPPORT CAPWOOD NAILERSUPPORT CAPFLASHINGFLASHINGROOFINGROOFINSULATIONEQUIPMENTSUPPORTSECTION A-AAROOFINGLENGTH AS CALLED FORAHOSE END 3/4" DRAIN W/MVHWRHWSMOTORIZED ON/OFFSOLENOID VALVE4. TO PROVIDE ROOF OPENING, FRAMING AND FLASHING.G.C.BENEATH SUPPORTS IN FLUTES OF METAL DECKS.LENGTH OF SUPPORTS AS CALLED FOR. PROVIDE BLOCKINGPROVIDE SHIMS WHERE REQUIRED TO LEVEL SUPPORT.LOCATION, SETTING AND SECURING OF CURB BY HVAC.6.5.PROVIDE "OUTRIGGER FRAME" OF 1 1/4 " x 1 1/4 " x 1/8 "SUPPORTDUCTBANDSTRAPANGLE IRON SECURED TO UNDERSIDE OF FAN.6" DIA. OR LESS; FIVE (5) FOR 8" DIA. AND LARGER.PROVIDE A MINIMUM OF THREE (3) SPACERS FOR DUCTSIN SPECIFICATION.MATERIAL AND TWO (2) GAUGE HEAVIER THAN CALLED FORSTACK AND EXTENSION SHALL BE CONSTRUCTED OF SAMEFAN SUPPORT FRAMEDUCTFIXED STEELSUPPORT TOCONNECT DUCT3.2.1.6'-0"STEEL ANGLE IRONWELD ALLFRAMEISOLATORSVIBRATIONRAILSSUPPORTEQUIPMENTJOINTS12"FCDECKROOFFANSTACK EXTENSIONDETAIL "A"SPACERS SEESHOWN ON DWGSTACK, SIZE AS1 1/4 " x 1 1/4 " x 1/8 "DETAIL "A"STACKSTACK EXT.24"18"4DDD+11/2"SPACERFASTENERDRAIN8'-0" MAXVRF/HEAT PUMP FANCOIL UNITSTRUCTURE ABOVERETURNAIRSUPPLYAIRREFRIGERANT LINESEZ TRAP MODEL EZT-225 FLOW SWITCHTO SHUT DOWN SYSTEM ON OVERFLOWCONDENSATE DRAIN PIPING TOPOINT OF DISCHARGEOVERFLOW DRAIN PIPING TOPOINT OF DISCHARGEB-LINE B22SS6 2" CHANNELCROWN PRODUCTS CO. MODEL 750DRAIN PAN. PAN SHALL BE SIZED 4"LARGER THAN AHU WIDTH & LENGTHWITH A 1-1/2" MIN PAN DEPTH.PROVIDE ACCESSIBLE FILTER BOXES,CONTRACTOR TO FIELD FABRICATEAND INSTALL 2" FILTER RACK AT FANCOIL RETURN AIR INTAKE.3/4" RIGID INSULATIONVIBRATION ISOLATOR (TYP)12"x12"x 1/4" STEEL BASEPLATE ATTACH TO ROOFFRAMING STRUCTUREWELD 1-1/2" SCHEDULE 40GALV. PIPE TO BASE PLATE &ANGLE IRON SUPPORT1. SEE STRUCTURAL DOCUMENTS FOR ROOF SUPPORT AND ANCHORING DETAILS.1" WIDE x 1/8" THICKGALV. BAND IRONATTACH WITH 1/4" BOLT AND NUT(EACH SIDE)1-1/2" x 1-1/2" x 1-1/4"GALVANIZED ANGLE IRONSEE "PIPE SUPPORT FORROOF MOUNTED EQUIPMENT"SEE "PIPE SUPPORTFOR ROOF MOUNTEDEQUIPMENT"DUCTB.DIVADKEELEYENGINEERDESNECILRPFOELNAIOSSTATEFOKROYWESN030007°°°°°°°°ROISLECXEengineering, p.c.ECPhone: (585)641-7121Fax: (585) 362-4175www.ec4b.com15 Schoen PlaceSuite 300Pittsford, NY 14534REVISIONIt is a violation of New York Education Law Article 145 Sec.7209, for any person, unless acting under thedirection of a licensed professional engineer, architect, or land surveyor, to alter an item in any way. If anitem bearing the seal of an engineer, architect, or land surveyor is altered; the altering engineer, architect,or land surveyor shall affix to the item their seal and notation "altered by" followed by their signature anddate of such alteration, and a specific description of the alteration.NO.PROJECT/CLIENTPROJECT MANAGER:REVIEWED BY:DRAWN BY:ISSUED FORDATE:DRAWING TITLEPROJECT NUMBERSCALE:AS NOTEDDRAWING NUMBERDATENEWMAN DEVELOPMENT GROUPDBKPERMIT ISSUE (07/10/2017)07/10/2017ITHACA, NYM1.0716162PERMIT07-10-2017DETAILSCTLDBKCITY CENTRE1FIRE DAMPER / SMOKE DAMPER INSTALLATION DETAIL2FIRE DAMPER INSTALLATION DETAIL3SMOKE DAMPER INSTALLATION DETAIL4VANED ELBOW DETAIL5TYPICAL BRANCH TAKE-OFF FITTING6TYPICAL CEILING REGISTER INSTALLATION DETAIL7TYPICAL DIFFUSER INSTALLATION DETAIL11EQUIPMENT SUPPORT DETAIL10UNIT HEATER PIPING DETAIL12ROOF MOUNTED FAN SUPPORT DETAIL8TYPICAL DUCTED VRF UNIT DETAIL9ROOF DUCT SUPPORT B.DIVADKEELEYENGINEERDESNECILRPFOELNAIOSSTATEFOKROYWESN030007°°°°°°°°ROISLECXEengineering, p.c.ECPhone: (585)641-7121Fax: (585) 362-4175www.ec4b.com15 Schoen PlaceSuite 300Pittsford, NY 14534REVISIONIt is a violation of New York Education Law Article 145 Sec.7209, for any person, unless acting under thedirection of a licensed professional engineer, architect, or land surveyor, to alter an item in any way. If anitem bearing the seal of an engineer, architect, or land surveyor is altered; the altering engineer, architect,or land surveyor shall affix to the item their seal and notation "altered by" followed by their signature anddate of such alteration, and a specific description of the alteration.NO.PROJECT/CLIENTPROJECT MANAGER:REVIEWED BY:DRAWN BY:ISSUED FORDATE:DRAWING TITLEPROJECT NUMBERSCALE:AS NOTEDDRAWING NUMBERDATENEWMAN DEVELOPMENT GROUPDBKPERMIT ISSUE (07/10/2017)07/10/2017ITHACA, NYM1.0816162PERMIT07-10-2017OUTSIDE AIR MATRIXAuthorCheckerCITY CENTRE TTTTTTTTTTTCFC-12A256x6VD1CFC-12A256x6CFC-05VD1CFC-12CFC-05A256x6VD1CFC-12CFC-12A256x6VD1CFC-12CFC-07A256x6VD1CFC-05CFC-12A256x6VD1B.DIVADKEELEYENGINEERDESNECILRPFOELNAIOSSTATEFOKROYWESN030007°°°°°°°°ROISLECXEengineering, p.c.ECPhone: (585)641-7121Fax: (585) 362-4175www.ec4b.com15 Schoen PlaceSuite 300Pittsford, NY 14534REVISIONIt is a violation of New York Education Law Article 145 Sec.7209, for any person, unless acting under thedirection of a licensed professional engineer, architect, or land surveyor, to alter an item in any way. If anitem bearing the seal of an engineer, architect, or land surveyor is altered; the altering engineer, architect,or land surveyor shall affix to the item their seal and notation "altered by" followed by their signature anddate of such alteration, and a specific description of the alteration.NO.PROJECT/CLIENTPROJECT MANAGER:REVIEWED BY:DRAWN BY:ISSUED FORDATE:DRAWING TITLEPROJECT NUMBERSCALE:AS NOTEDDRAWING NUMBERDATENEWMAN DEVELOPMENT GROUPDBKPERMIT ISSUE (07/10/2017)07/10/2017ITHACA, NYM3.0016162PERMIT07-10-2017ENLARGED UNIT PLANSCTLDBKCITY CENTRE 1/4" = 1'-0"1UNIT A1 1/4" = 1'-0"2UNIT A2 1/4" = 1'-0"3UNIT A3 1/4" = 1'-0"4UNIT A4 1/4" = 1'-0"5UNIT A5 1/4" = 1'-0"6UNIT A6ALL WASHER/DRYER COMBOS ARE CONDENSING, NON-VENTED TYPE DRYERS.GC SHALL PROVIDE A 1" UNDERCUT ON BATHROOM DOOR.RECIRC HOODS SHALL BE PROVIDED ABOVE RANGES BY OTHER.GENERAL NOTES:A.PROVIDE AMERICAN ALDES AUTOFLOW DAMPER AT CORRIDOR WALLPENETRATIONS, MODEL NO. CAR-II OR APPROVED EQUAL. INSTALL PERMANUFACTURER’S WRITTEN INSTRUCTIONS.DRAWING NOTES:1B.C. 30"STAND.TUBTTT30"STAND.TUBTTT30"STAND.TUBTTT30"STAND.TUBTTTCFC-05CFC-12CFC-05A256x6A256x6V D 1V D1 CFC-05CFC-12CFC-05A256x6A256x6VD11VDCFC-12CFC-05CFC-05A256x6A256x6VDVD11CFC-12CFC-05CFC-05A256x6A256x6V D 11V DB.DIVADKEELEYENGINEERDESNECILRPFOELNAIOSSTATEFOKROYWESN030007°°°°°°°°ROISLECXEengineering, p.c.ECPhone: (585)641-7121Fax: (585) 362-4175www.ec4b.com15 Schoen PlaceSuite 300Pittsford, NY 14534REVISIONIt is a violation of New York Education Law Article 145 Sec.7209, for any person, unless acting under thedirection of a licensed professional engineer, architect, or land surveyor, to alter an item in any way. If anitem bearing the seal of an engineer, architect, or land surveyor is altered; the altering engineer, architect,or land surveyor shall affix to the item their seal and notation "altered by" followed by their signature anddate of such alteration, and a specific description of the alteration.NO.PROJECT/CLIENTPROJECT MANAGER:REVIEWED BY:DRAWN BY:ISSUED FORDATE:DRAWING TITLEPROJECT NUMBERSCALE:AS NOTEDDRAWING NUMBERDATENEWMAN DEVELOPMENT GROUPDBKPERMIT ISSUE (07/10/2017)07/10/2017ITHACA, NYM3.0116162PERMIT07-10-2017ENLARGED UNIT PLANSCTLDBKCITY CENTRE 1/4" = 1'-0"1UNIT B1 1/4" = 1'-0"2UNIT B2 1/4" = 1'-0"3UNIT B3 1/4" = 1'-0"5UNIT B5ALL WASHER/DRYER COMBOS ARE CONDENSING, NON-VENTED TYPE DRYERS.GC SHALL PROVIDE A 1" UNDERCUT ON BATHROOM DOOR.RECIRC HOODS SHALL BE PROVIDED ABOVE RANGES BY OTHER.GENERAL NOTES:A.PROVIDE AMERICAN ALDES AUTOFLOW DAMPER AT CORRIDOR WALLPENETRATIONS, MODEL NO. CAR-II OR APPROVED EQUAL. INSTALL PERMANUFACTURER’S WRITTEN INSTRUCTIONS.DRAWING NOTES:1B.C. 30"STAND.TUBTTT30"STAND.TUBTTTTCFC-05CFC-12CFC-05A256x6A256x6VDVD11CFC-05CFC-12CFC-05A256x6A256x6VDVD11CFC-12A256x6VD1B.DIVADKEELEYENGINEERDESNECILRPFOELNAIOSSTATEFOKROYWESN030007°°°°°°°°ROISLECXEengineering, p.c.ECPhone: (585)641-7121Fax: (585) 362-4175www.ec4b.com15 Schoen PlaceSuite 300Pittsford, NY 14534REVISIONIt is a violation of New York Education Law Article 145 Sec.7209, for any person, unless acting under thedirection of a licensed professional engineer, architect, or land surveyor, to alter an item in any way. If anitem bearing the seal of an engineer, architect, or land surveyor is altered; the altering engineer, architect,or land surveyor shall affix to the item their seal and notation "altered by" followed by their signature anddate of such alteration, and a specific description of the alteration.NO.PROJECT/CLIENTPROJECT MANAGER:REVIEWED BY:DRAWN BY:ISSUED FORDATE:DRAWING TITLEPROJECT NUMBERSCALE:AS NOTEDDRAWING NUMBERDATENEWMAN DEVELOPMENT GROUPDBKPERMIT ISSUE (07/10/2017)07/10/2017ITHACA, NYM3.0216162PERMIT07-10-2017ENLARGED UNIT PLANSCTLDBKCITY CENTRE 1/4" = 1'-0"1UNIT B6 1/4" = 1'-0"2UNIT B7 1/4" = 1'-0"3UNIT E1ALL WASHER/DRYER COMBOS ARE CONDENSING, NON-VENTED TYPE DRYERS.GC SHALL PROVIDE A 1" UNDERCUT ON BATHROOM DOOR.RECIRC HOODS SHALL BE PROVIDED ABOVE RANGES BY OTHER.GENERAL NOTES:A.PROVIDE AMERICAN ALDES AUTOFLOW DAMPER AT CORRIDOR WALLPENETRATIONS, MODEL NO. CAR-II OR APPROVED EQUAL. INSTALL PERMANUFACTURER’S WRITTEN INSTRUCTIONS.DRAWING NOTES:1B.C. FECFEC14AA23BB5678910EEFFGGA.1B.1C.1D.1E.11.12.15.15.6G.1G.1F.1H.1J.1PARKINGB100BICYCLESTOR.B105FIREPUMPRM.B107ELEV.2-ELEV.1-MAINTELECOMB102STOR.B101STAIR2-RESID.TRASHTERM.ROOMB104STAIR1-FDT UH-1GUH-1AUH-1FUH-1EUH-1BUH-1CUH-1D75 MBH75 MBH75 MBH75 MBH75 MBH75 MBH75 MBH123T 41 1/4"1 1/4"1"1"1 1/2"1 1/2"A042x424"4"A016x42HWSHWRH W S H W R H W S H W R TTF D4" HWS/R DOWN FROMBOILER ROOM ABOVEX1"1"4"4"1"1"4"4"4" HWS/R UP TOFLOOR ABOVE2"2"DH-110"ø5PARKINGB100RECYCLEB10320"Ø TRASH CHUTE EARISER UP TO ROOFFD8'x4' GRATED OPENING TOGARAGE VENT ROOMWCUH-1BWCUH-1A1"1"1"1"PROVIDE FIN ENCLOSUREFROM PIPE CHASE TOWCUH-1, PIPE CHASE BY GCPROVIDE FIN ENCLOSUREFROM PIPE CHASE TOWCUH-1, PIPE CHASE BY GCWCUH-1CWCUH-1D3/4"3/4"WCUH-1E3/4"3/4"WCUH-1G3/4"3/4"(TYP.3)1"1"WCUH-1HCO/N6CO/N6CO/N64"4"STORAGEB1063/4"3/4"1 1/2"3/4" HWS/R UPTO WCUH-1 ONFLOOR ABOVEA A D 7AAD7AAD71ACO/N61BCO/N61CCO/N63ACO/N63BCO/N63C2GARAGE INTAKE GH-1GARAGE INTAKE GH-2GARAGEINTAKE GH-3HWSHWRHWSHWR3/4" HWS/R UPTO WCUH-1 ONFLOOR ABOVE3/4"3/4"1 1/4"1 1/4"1"1"HWSHWR1"1"1"1"PROVIDE VOLUME DAMPER ON 24"Ø TRASH EXHAUST RISER BELOW 16"ØTAP AND BALANCE TO 2000 CFM.PROVIDE VOLUME DAMPER IN 16"Ø TRASH EXHAUST TAP AND BALANCE TO1000 CFM.PROVIDE 42"x42" SIDEWALL TRANSFER w/ FIRE DAMPER UTILIZING (2)42"x42" TYPE A GRILLES.PROVIDE 16"x42" SIDEWALL TRANSFER w/ FIRE DAMPER UTILIZING (2)16"x42" TYPE A GRILLES.PROVIDE ULTRA-AIRE XT155H DEHUMIDIFIER, 155 PINTS/DAY, 120/1, 8 A,MERV-11 FILTER. PC TO PROVIDE HARD PIPED CONDENSATE DRAIN TONEAREST DRAIN OR INDIRECT WASTE MAIN. MC TO PROVIDE PACKAGEDDISCONNECT AND STARTER. MOUNT UNIT HIGH IN SPACE. PROVIDESTART/STOP AND STATUS CONNECTIONS TO THE DDC SYSTEM.PROVIDE COMBINATION CARBON MONIXIDE / NITROGEN SENSOR ATLOCATION SHOWN. INTERLOCK SENSOR WITH FANWALL ON FLOOR ABOVE.PROVIDE AAD AT GARAGE INTAKE, REFER TO ARCHITECTURAL DRAWINGSFOR SIZE OF OPENING.DRAWING NOTES:1B.DIVADKEELEYENGINEERDESNECILRPFOELNAIOSSTATEFOKROYWESN030007°°°°°°°°ROISLECXEengineering, p.c.ECPhone: (585)641-7121Fax: (585) 362-4175www.ec4b.com15 Schoen PlaceSuite 300Pittsford, NY 14534REVISIONIt is a violation of New York Education Law Article 145 Sec.7209, for any person, unless acting under thedirection of a licensed professional engineer, architect, or land surveyor, to alter an item in any way. If anitem bearing the seal of an engineer, architect, or land surveyor is altered; the altering engineer, architect,or land surveyor shall affix to the item their seal and notation "altered by" followed by their signature anddate of such alteration, and a specific description of the alteration.NO.PROJECT/CLIENTPROJECT MANAGER:REVIEWED BY:DRAWN BY:ISSUED FORDATE:DRAWING TITLEPROJECT NUMBERSCALE:AS NOTEDDRAWING NUMBERDATENEWMAN DEVELOPMENT GROUPDBKPERMIT ISSUE (07/10/2017)07/10/2017ITHACA, NYM4.0016162PERMIT07-10-2017FLOOR PLAN - LEVEL B1CTLDBKCITY CENTRE 1/8" = 1'-0"1LEVEL B1 - BUILDING FLOOR PLANN234567 FECF E CFECSTTTTTTTTTTTT TTTTTTTTTTTTT14A23B5678910EFGA.1B.1C.1D.1E.11.12.15.1K.15.6G.1G.1F.1H.1J.1SWITCHGEAREQUIP.121aRETAIL2R-102RETAIL3R-103RETAIL4R-104FIRECOMM.CENTER102SERVICECORR.1168'x4' GRATED OPENING TO GARAGE21,000 CFM FAN WALL SERVINGAS GARAGE EXHAUSTEMERGENCY STOPROOM RATED TO -4.0" SPX1 AS-1ET-1HWP-1AHWP-1BB-2B-114" HWS/R DN24"Ø TRASH CHUTE EARISER UP TO ROOFELEC.121cCUH-1.5C2RETAIL1R-101DFC-48ADFC-48BDFC-18ADFC-18BDFC-12A2 2 "x 1 2 "2 2 "x 1 2 "1 4 "x 1 2 "1 4 "x 1 2 "12"ø12"ø10"øDFC-28BDFC-28ADFC-28CDFC-28D22"x12"22"x12"22"x12"22"x12"EF-3795AREFRIGERANT PIPING DOWNFROM FLOOR ABOVEREFRIGERANTPIPING DOWNFROM FLOORABOVEREFRIGERANT PIPING DOWNFROM FLOOR ABOVEX BP-2BP-14"HWRH W S WCUH-1KEF-3795BEF-3795CEF-3795EEF-3795FEF-3795DWCUH-1LWCUH-1MFITNESS107YOGA107aMECH.107cSTUDY108MECH.109WOMEN'SRR113aMEN'SRR113bCLUBROOM106LOBBY100aCONFERENCE104aMANAGER103ENTRYCORRIDOR27PARCEL105aMAILROOM105CLUBROOM106VESTIBULE10016"Ø EA FROM PIZZA OVEN TO ROOF12"Ø EA FROM DISH HOOD TO ROOF26"x24" EA UP TO EF-800 ON ROOF26"x24" SA DOWN FROM MAU-1 ON ROOFEASTCORRIDOR29WESTCORRIDOR28EGRESSCORR.111STAIR1-DFC-36ADFC-36BVFC-36CDFC-48CCFC-12CFC-09DFC-42ACFC-12CFC-12CFC-12CFC-09DFC-15ADFC-42BDFC-24BWCUH-1F4" HWS/R FROMFLOOR BELOW TOFLOOR ABOVEWFCU-1G18"ø16"ø(TYP.3)232518x6(TYP.3)(TYP.3)228018x6(TYP.3)16"ø(TYP.3)228018x6(TYP.3)220018x6210018x6210018x633904'-4SC3904'-4S33004'-3SVDVD(TYP.2)32004'-2SC2004'-2SC3954'-4S(TYP.2)A1006x632004'-2SVDVDVDVDA50020x10XA506x6A20016x10DOGWASH110A22512x12(TYP.2)7831454'-2S(TYP.2)8"ø(TYP.2)VD833054'-3S(TYP.2)C3004'-3S(TYP.4)10"ø(TYP.4)18"x14"31503'-2S(TYP.2)63910"ø(TYP.3)4(TYP.5)31254'-2S8"ø(TYP.5)8"øVD11C3004'-3S32004'-2S(TYP.6)C3854'-4S(TYP.4)8"ø(TYP.6)16"x14"18"x14"16"x14"18"x14"14"x12"24"x14"14"x12"54VD32004'-2S32004'-2S2906x66"ø4"ø6"ø(TYP.2)10"ø12"ø8"ø12"x10"12"x10"8"ø8"ø10"ø12"x8"18"x8"14"x10"VD32004'-2SC3104'-3S(TYP.2)DFC-24A8"ø10"ø6"ø10"ø(TYP.2)10"x8"8"ø14"ø14"x12"12"ø8"ø10"ø8"øXC2404'-3S32404'-3SEH-112"ø12"ø10"ø224010x108"ø10"ø18"x12" 12"x10"14"x8"14"x12"10"ø12"ø14"ø6"øCLUBROOM106OA/EA DOWN FROM HRU-1B,SEE DUCTWORK RISERDIAGRAM FOR SIZINGWCUH-1IWCUH-1J3/4"3/4"1"1"1 1/4"1 1/4"1"1"EF-1500FSFS16"x8"A62022x1018"x8"220512x8(TYP.3)8"ø12"x8"A24010x1012"x10"10"ø(TYP.2)10"øDFC-15B31503'-2SC1503'-4S12"x10"10"x10"CLUBROOM106CLUBROOM10612"x12"PROVIDE 16x16 EXHAUST LOUVERAT LOCATION SHOWN, 1500 CFM,1600 FPM, 50% FREE AREAX1212"ø14"ø10"ø10"øSERVICE CORRIDOR INDOOR UNIT (DFC-12A) SHALL BECONNECTED TO AMMENITIES OUTDOOR UNIT, REFER TOREFRIGERANT SCHEMATICS FOR MORE INFORMATIONB.DIVADKEELEYENGINEERDESNECILRPFOELNAIOSSTATEFOKROYWESN030007°°°°°°°°ROISLECXEengineering, p.c.ECPhone: (585)641-7121Fax: (585) 362-4175www.ec4b.com15 Schoen PlaceSuite 300Pittsford, NY 14534REVISIONIt is a violation of New York Education Law Article 145 Sec.7209, for any person, unless acting under thedirection of a licensed professional engineer, architect, or land surveyor, to alter an item in any way. If anitem bearing the seal of an engineer, architect, or land surveyor is altered; the altering engineer, architect,or land surveyor shall affix to the item their seal and notation "altered by" followed by their signature anddate of such alteration, and a specific description of the alteration.NO.PROJECT/CLIENTPROJECT MANAGER:REVIEWED BY:DRAWN BY:ISSUED FORDATE:DRAWING TITLEPROJECT NUMBERSCALE:AS NOTEDDRAWING NUMBERDATENEWMAN DEVELOPMENT GROUPDBKPERMIT ISSUE (07/10/2017)07/10/2017ITHACA, NYM4.0116162PERMIT07-10-2017FLOOR PLAN - LEVEL 01CTLDBKCITY CENTRE 1/8" = 1'-0"1LEVEL 01 - BUILDING FLOOR PLANPROVIDE 6" SIDEWALL VENT & COMBUSTION AIR PIPE FOR BOILER. INSTALLPER MANUFACTURER'S WRITTEN INSTRUCTIONS.PROVIDE CABINET UNIT HEATER IN CEILING CAVITY ABOVE DRIVE THRU TOTEMPER CAVITY FOR PIPES RUN THRU SPACE. PROVIDE PACKAGEDDISCONNECT AND UNIT MOUNTED LINE VOLTAGE THERMOSTAT, SET TO 50°F(ADJ.).PROVIDE VOLUME DAMPER AT LOCATION SHOWN, BALANCE TO 20 CFM.PROVIDE VOLUME DAMPER AT LOCATION SHOWN, BALANCE TO 55 CFM.PROVIDE VOLUME DAMPER AT LOCATION SHOWN, BALANCE TO 60 CFM.PROVIDE VOLUME DAMPER AT LOCATION SHOWN, BALANCE TO 90 CFM.PROVIDE VOLUME DAMPER AT LOCATION SHOWN, BALANCE TO 105 CFM.PROVIDE VOLUME DAMPER AT LOCATION SHOWN, BALANCE TO 155 CFM.PROVIDE VOLUME DAMPER AT LOCATION SHOWN, BALANCE TO 410 CFM.PROVIDE VOLUME DAMPER AT LOCATION SHOWN, BALANCE TO 470 CFM.PROVIDE VOLUME DAMPER AT LOCATION SHOWN, BALANCE TO 730 CFM.PROVIDE ISLAND STYLE CAPTIVE AIRE MODEL 5424 ND-2WI, TYPE 1, NPFA 96COMPLIANT EXHAUST HOOD AT LOCATION SHOWN, COMPLETE WITH ANSULSYSTEM AND ASSOCIATED EXHAUST FAN (EF-1500). PROVIDE ALLMANUFACTURER'S REQUIRED CONTROLS, AQUIRE SUBMITTAL FROM VENDORPRIOR TO BID FOR ALL REQUIRED ACCESSORIES. SUPPORT HOOD AND FANPER MANUFACTURER'S WRITTEN RECOMMENDATIONS. GC TO PROVIDEACCESS DOOR FOR FAN AND OTHER ACCESSORIES REQUIRING ACCESS.DRAWING NOTES:1234567891011PREBALANCING OF HVAC EXHAUST AND OUTSIDE AIR REQUIRED PRIOR TODRYWALL CEILING INSTALLATION.FINAL TRIM OF BALANCING FOR OUTLETS PERFORMED ATGRILLE/DIFFUSERS.PROVIDE ACCESS DOORS AT UNITS FOR FILTER CHANGES, COORDINATEWITH REFLECTED CEILING PLAN/FIXTURE LOCATIONS.GC TO PROVIDE 18"x18" ACCESS DOOR ON PIPING CONNECTION SIDE OFALL CEILING CASSETTE UNITS (CFC'S). MC AND GC TO COORDINATEACCESS DOOR LOCATION WITH ALL OTHER TRADES PRIOR TOINSTALLATION.GC TO PROVIDE FULL UNIT SIZE + 2" (ALL SIDES) ACCESS DOOR FOR ALLDUCTED CONCEALED FAN COIL UNITS (DFC'S), PROVIDE AN ADDITIONAL 18"OF ACCESS DOOR ON PIPING CONNECTION. MC AND GC TO COORDINATEACCESS DOOR LOCATION WITH ALL OTHER TRADES PRIOR TOINSTALLATION.GC TO PROVIDE FULL UNIT SIZE + 6" (ALL SIDES) ACCESS DOOR FOR ALLHEAT RECOVERY BOXES (HR'S). MC AND GC TO COORDINATE ACCESSDOOR LOCATION WITH ALL OTHER TRADES PRIOR TO INSTALLATION. BOXLOCATIONS ARE SHOWN FOR SCHEMATIC PURPOSES ONLY, MC TOCOORDINATE LOCATION OF HR BOXES WITH LIGHTS, SPRINKLERS AND ALLOTHER CEILING MOUNTED EQUIPMENT. INSTALL HR BOXES IN ANAESTHETICALLY PLEASING MANOR. MC SHALL PROVIDE BALL VALVES ONALL INLET AND OUTLET PIPES TO HR BOXES.GENERAL NOTES:A.B.C.12D.E.F.N FECFEC30"STAND.TUB30"STAND.TUB30"STAND.TUB30"STAND.TUB30"STAND.TUB30"STAND.TUBT1A6810GA.1B.1C.1D.1E.11.1K.1CFC-05CFC-05CFC-12CFC-12CFC-12CFC-12CFC-12CFC-12CFC-12CFC-12CFC-12CFC-12CFC-12CFC-12CFC-05CFC-12CFC-05CFC-05CFC-05CFC-12CFC-12CFC-05CFC-12CFC-12CFC-05CFC-05CFC-12CFC-05CFC-05CFC-12CFC-05CFC-05CFC-12CFC-12CFC-05CFC-12CFC-05CFC-05CFC-12CFC-05CFC-12CFC-05CFC-12CFC-05CFC-12CFC-12CFC-12CFC-05CFC-054" HWS/R UP FROMFLOOR BELOW24"Ø TRASH CHUTE EARISER UP TO ROOFUNIT B2UNIT A2UNIT B5UNIT B6UNIT A2UNIT A1UNIT A2UNIT A2UNIT A5UNIT B3UNIT A1UNIT A1UNIT A1UNIT E1UNIT E1UNIT E1UNIT A1UNIT A1UNIT A1UNIT B7UNIT A2UNIT A1UNIT B13 - M3.011 - M3.001 - M3.003 - M3.023 - M3.021 - M3.001 - M3.003 - M3.025 - M3.002 - M3.002 - M3.001 - M3.002 - M3.002 - M3.001 - M3.024 - M3.012 - M3.002 - M3.002 - M3.011 - M3.012 - M3.001 - M3.002 - M3.003 - M3.022 - M3.021 - M3.003 - M3.021 - M3.00CORRIDOR200MECH.201MSTORAGE202MSTAIR2-TRASH204M6"ø8"ø8"x8"6"ø8"ø8"x8"(TYP.24)F S F S 272514x14240014x14FSFSVDV D V DHR-3HR-3HR-2HR-4HR-3HR-4HR-2 HR-4HR-2HR-4HR-3HR-3HR-4(TYP.10)4"ø5"øVDVDVDVDVDVD11111111111111111111111111 0 "x 8 "1 2 "x 8 "5 "ø 6 "ø 8 "ø5"ø1HR-4HR-3HR-316"Ø EA FROM PIZZA OVEN TO ROOF12"Ø EA FROM DISH HOOD TO ROOF26"x24" EA UP TOEF-800 ON ROOF26"x24" SA DOWN FROMMAU-1 ON ROOF11114"ø10"x8"8"x8"OA/EA DOWN FROM HRU-1A,SEE DUCTWORK RISERDIAGRAM FOR SIZINGREFRIGERANTPIPING DOWNFROM FLOORABOVEREFRIGERANT PIPING DOWNFROM FLOOR ABOVEREFRIGERANT PIPING DOWNFROM FLOOR ABOVEVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDV D V D V D V D V D V D V D V D 8 "x 8 "20"Ø SMOKE REMOVALDUCT UP TO ROOFELEVATORLOBBY103oCFC-12UNIT E1-Alt1UNIT A2-Alt1UNIT A2-Alt2UNIT E1-Alt1UNIT A2-Alt1OA/EA DOWN FROM HRU-1B,SEE DUCTWORK RISERDIAGRAM FOR SIZING1A756x6XFS10"x8"FSA024x36B.DIVADKEELEYENGINEERDESNECILRPFOELNAIOSSTATEFOKROYWESN030007°°°°°°°°ROISLECXEengineering, p.c.ECPhone: (585)641-7121Fax: (585) 362-4175www.ec4b.com15 Schoen PlaceSuite 300Pittsford, NY 14534REVISIONIt is a violation of New York Education Law Article 145 Sec.7209, for any person, unless acting under thedirection of a licensed professional engineer, architect, or land surveyor, to alter an item in any way. If anitem bearing the seal of an engineer, architect, or land surveyor is altered; the altering engineer, architect,or land surveyor shall affix to the item their seal and notation "altered by" followed by their signature anddate of such alteration, and a specific description of the alteration.NO.PROJECT/CLIENTPROJECT MANAGER:REVIEWED BY:DRAWN BY:ISSUED FORDATE:DRAWING TITLEPROJECT NUMBERSCALE:AS NOTEDDRAWING NUMBERDATENEWMAN DEVELOPMENT GROUPDBKPERMIT ISSUE (07/10/2017)07/10/2017ITHACA, NYM4.0216162PERMIT07-10-2017FLOOR PLAN - LEVEL 02CTLDBKCITY CENTRE 1/8" = 1'-0"1LEVEL 02 - BUILDING FLOOR PLANPROVIDE AMERICAN ALDES AUTOFLOW DAMPER AT CORRIDOR WALLPENETRATIONS, MODEL NO. CAR-II OR APPROVED EQUAL. INSTALL PERMANUFACTURER’S WRITTEN INSTRUCTIONS.DRAWING NOTES:1GC TO PROVIDE 18"x18" ACCESS DOOR ON PIPING CONNECTION SIDE OF ALLCEILING CASSETTE UNITS (CFC'S). MC AND GC TO COORDINATE ACCESSDOOR LOCATION WITH ALL OTHER TRADES PRIOR TO INSTALLATION.GC TO PROVIDE FULL UNIT SIZE + 2" (ALL SIDES) ACCESS DOOR FOR ALLDUCTED CONCEALED FAN COIL UNITS (DFC'S), PROVIDE AN ADDITIONAL 18" OFACCESS DOOR ON PIPING CONNECTION. MC AND GC TO COORDINATEACCESS DOOR LOCATION WITH ALL OTHER TRADES PRIOR TO INSTALLATION.GC TO PROVIDE FULL UNIT SIZE + 6" (ALL SIDES) ACCESS DOOR FOR ALL HEATRECOVERY BOXES (HR'S). MC AND GC TO COORDINATE ACCESS DOORLOCATION WITH ALL OTHER TRADES PRIOR TO INSTALLATION. BOXLOCATIONS ARE SHOWN FOR SCHEMATIC PURPOSES ONLY, MC TOCOORDINATE LOCATION OF HR BOXES WITH LIGHTS, SPRINKLERS AND ALLOTHER CEILING MOUNTED EQUIPMENT. INSTALL HR BOXES IN ANAESTHETICALLY PLEASING MANOR. MC SHALL PROVIDE BALL VALVES ON ALLINLET AND OUTLET PIPES TO HR BOXES.GENERAL NOTES:A.B.C.N FECFEC30"STAND.TUB30"STAND.TUB30"STAND.TUB30"STAND.TUB30"STAND.TUB30"STAND.TUBT1A6810GA.1B.1C.1D.1E.11.1K.124"Ø TRASH CHUTE EARISER UP TO ROOFCORRIDOR300JANITOR301MSTORAGE302MSTAIR2-TRASH304MUNIT B2UNIT A2UNIT B5UNIT B6UNIT A2UNIT A1UNIT A2UNIT A2UNIT A5UNIT B3UNIT A1UNIT A1UNIT A1UNIT E1UNIT E1UNIT E1UNIT A1UNIT A1UNIT A1UNIT B7UNIT A2UNIT A1UNIT B13 - M3.011 - M3.001 - M3.003 - M3.023 - M3.021 - M3.001 - M3.003 - M3.025 - M3.002 - M3.002 - M3.001 - M3.002 - M3.002 - M3.001 - M3.024 - M3.012 - M3.002 - M3.002 - M3.011 - M3.012 - M3.001 - M3.002 - M3.003 - M3.022 - M3.021 - M3.003 - M3.021 - M3.00OA/EA DOWN FROM HRU-1A,SEE DUCTWORK RISERDIAGRAM FOR SIZINGREFRIGERANTPIPING DOWNFROM FLOORABOVEREFRIGERANT PIPING DOWNFROM FLOOR ABOVEREFRIGERANT PIPING DOWNFROM FLOOR ABOVE4" HWS/R UP FROMFLOOR BELOW24"Ø TRASH CHUTE EARISER UP TO ROOF6"ø8"ø8"x8"6"ø8"ø8"x8"(TYP.24)F S F S 272514x14240014x14FSFSVDV D V DHR-3HR-3HR-2HR-4HR-3HR-4HR-2 HR-4HR-2HR-4HR-3HR-3HR-4(TYP.10)4"ø5"øVDVDVDVDVDVD11111111111111111111111111 0 "x 8 "1 2 "x 8 "5 "ø 6 "ø 8 "ø5"ø1HR-4HR-3HR-311114"ø10"x8"8"x8"VDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDV D V D V D V D V D V D V D V D 8 "x 8 "10"x8"CFC-05CFC-05CFC-12CFC-12CFC-12CFC-12CFC-12CFC-12CFC-12CFC-12CFC-12CFC-12CFC-12CFC-12CFC-05CFC-12CFC-05CFC-05CFC-05CFC-12CFC-12CFC-05CFC-12CFC-12CFC-05CFC-05CFC-12CFC-05CFC-05CFC-12CFC-05CFC-05CFC-12CFC-12CFC-05CFC-12CFC-05CFC-05CFC-12CFC-05CFC-12CFC-05CFC-12CFC-05CFC-12CFC-12CFC-12CFC-05CFC-0516"Ø EA FROM PIZZA OVEN TO ROOF12"Ø EA FROM DISH HOOD TO ROOF26"x24" EA UP TOEF-800 ON ROOF26"x24" SA DOWN FROMMAU-1 ON ROOFCFC-12UNIT A2-Alt1UNIT A2-Alt1UNIT A2-Alt2UNIT E1-Alt1UNIT E1-Alt1A756x6XFSOA/EA DOWN FROM HRU-1B,SEE DUCTWORK RISERDIAGRAM FOR SIZING120"Ø SMOKE REMOVALDUCT UP TO ROOFFSA024x36B.DIVADKEELEYENGINEERDESNECILRPFOELNAIOSSTATEFOKROYWESN030007°°°°°°°°ROISLECXEengineering, p.c.ECPhone: (585)641-7121Fax: (585) 362-4175www.ec4b.com15 Schoen PlaceSuite 300Pittsford, NY 14534REVISIONIt is a violation of New York Education Law Article 145 Sec.7209, for any person, unless acting under thedirection of a licensed professional engineer, architect, or land surveyor, to alter an item in any way. If anitem bearing the seal of an engineer, architect, or land surveyor is altered; the altering engineer, architect,or land surveyor shall affix to the item their seal and notation "altered by" followed by their signature anddate of such alteration, and a specific description of the alteration.NO.PROJECT/CLIENTPROJECT MANAGER:REVIEWED BY:DRAWN BY:ISSUED FORDATE:DRAWING TITLEPROJECT NUMBERSCALE:AS NOTEDDRAWING NUMBERDATENEWMAN DEVELOPMENT GROUPDBKPERMIT ISSUE (07/10/2017)07/10/2017ITHACA, NYM4.0316162PERMIT07-10-2017FLOOR PLAN - LEVEL 03CTLDBKCITY CENTRE 1/8" = 1'-0"1LEVEL 03 - BUILDING FLOOR PLANPROVIDE AMERICAN ALDES AUTOFLOW DAMPER AT CORRIDOR WALLPENETRATIONS, MODEL NO. CAR-II OR APPROVED EQUAL. INSTALL PERMANUFACTURER’S WRITTEN INSTRUCTIONS.DRAWING NOTES:1GC TO PROVIDE 18"x18" ACCESS DOOR ON PIPING CONNECTION SIDE OF ALLCEILING CASSETTE UNITS (CFC'S). MC AND GC TO COORDINATE ACCESSDOOR LOCATION WITH ALL OTHER TRADES PRIOR TO INSTALLATION.GC TO PROVIDE FULL UNIT SIZE + 2" (ALL SIDES) ACCESS DOOR FOR ALLDUCTED CONCEALED FAN COIL UNITS (DFC'S), PROVIDE AN ADDITIONAL 18" OFACCESS DOOR ON PIPING CONNECTION. MC AND GC TO COORDINATEACCESS DOOR LOCATION WITH ALL OTHER TRADES PRIOR TO INSTALLATION.GC TO PROVIDE FULL UNIT SIZE + 6" (ALL SIDES) ACCESS DOOR FOR ALL HEATRECOVERY BOXES (HR'S). MC AND GC TO COORDINATE ACCESS DOORLOCATION WITH ALL OTHER TRADES PRIOR TO INSTALLATION. BOXLOCATIONS ARE SHOWN FOR SCHEMATIC PURPOSES ONLY, MC TOCOORDINATE LOCATION OF HR BOXES WITH LIGHTS, SPRINKLERS AND ALLOTHER CEILING MOUNTED EQUIPMENT. INSTALL HR BOXES IN ANAESTHETICALLY PLEASING MANOR. MC SHALL PROVIDE BALL VALVES ON ALLINLET AND OUTLET PIPES TO HR BOXES.GENERAL NOTES:A.B.C.N FECFEC30"STAND.TUB30"STAND.TUB30"STAND.TUB30"STAND.TUB30"STAND.TUB30"STAND.TUBT1A6810GA.1B.1C.1D.1E.11.1K.124"Ø TRASH CHUTE EARISER UP TO ROOFCORRIDOR400STORAGE401MSTORAGE402MSTAIR2-TRASH404MUNIT B2UNIT A2UNIT B5UNIT B6UNIT A2UNIT A1UNIT A2UNIT A2UNIT A5UNIT B3UNIT A1UNIT A1UNIT A1UNIT E1UNIT E1UNIT E1UNIT A1UNIT A1UNIT A1UNIT E1-Alt1UNIT B7UNIT A2UNIT A1UNIT B13 - M3.011 - M3.001 - M3.003 - M3.023 - M3.021 - M3.001 - M3.003 - M3.025 - M3.002 - M3.002 - M3.001 - M3.002 - M3.002 - M3.001 - M3.024 - M3.012 - M3.002 - M3.002 - M3.011 - M3.012 - M3.001 - M3.002 - M3.003 - M3.022 - M3.021 - M3.003 - M3.021 - M3.00REFRIGERANT PIPING DOWNFROM FLOOR ABOVEOA/EA DOWN FROM HRU-1A,SEE DUCTWORK RISERDIAGRAM FOR SIZINGREFRIGERANTPIPING DOWNFROM FLOORABOVEREFRIGERANT PIPING DOWNFROM FLOOR ABOVEREFRIGERANT PIPING DOWNFROM FLOOR ABOVE4" HWS/R UP FROMFLOOR BELOW24"Ø TRASH CHUTE EARISER UP TO ROOF6"ø8"ø8"x8"6"ø8"ø8"x8"(TYP.24)F S F S 272514x14240014x14FSFSVDV D V DHR-3HR-3HR-2HR-4HR-3HR-4HR-2 HR-4HR-2HR-4HR-3HR-3HR-4(TYP.10)4"ø5"øVDVDVDVDVDVD11111111111111111111111111 0 "x 8 "1 2 "x 8 "5 "ø 6 "ø 8 "ø5"ø1HR-4HR-3HR-311114"ø10"x8"8"x8"VDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDV D V D V D V D V D V D V D V D 8 "x 8 "CFC-05CFC-05CFC-12CFC-12CFC-12CFC-12CFC-12CFC-12CFC-12CFC-12CFC-12CFC-12CFC-12CFC-12CFC-05CFC-12CFC-05CFC-05CFC-05CFC-12CFC-12CFC-05CFC-12CFC-12CFC-05CFC-05CFC-12CFC-05CFC-05CFC-12CFC-05CFC-05CFC-12CFC-12CFC-05CFC-12CFC-05CFC-05CFC-12CFC-05CFC-12CFC-05CFC-12CFC-05CFC-12CFC-12CFC-12CFC-05CFC-0516"Ø EA FROM PIZZA OVEN TO ROOF12"Ø EA FROM DISH HOOD TO ROOF26"x24" EA UP TOEF-800 ON ROOF26"x24" SA DOWN FROMMAU-1 ON ROOFCFC-12UNIT E1-Alt1UNIT A2-Alt2UNIT A2-Alt1UNIT A2-Alt1OA/EA DOWN FROM HRU-1B,SEE DUCTWORK RISERDIAGRAM FOR SIZING1A756x6XFS10"x8"20"Ø SMOKE REMOVALDUCT UP TO ROOFFSA024x36B.DIVADKEELEYENGINEERDESNECILRPFOELNAIOSSTATEFOKROYWESN030007°°°°°°°°ROISLECXEengineering, p.c.ECPhone: (585)641-7121Fax: (585) 362-4175www.ec4b.com15 Schoen PlaceSuite 300Pittsford, NY 14534REVISIONIt is a violation of New York Education Law Article 145 Sec.7209, for any person, unless acting under thedirection of a licensed professional engineer, architect, or land surveyor, to alter an item in any way. If anitem bearing the seal of an engineer, architect, or land surveyor is altered; the altering engineer, architect,or land surveyor shall affix to the item their seal and notation "altered by" followed by their signature anddate of such alteration, and a specific description of the alteration.NO.PROJECT/CLIENTPROJECT MANAGER:REVIEWED BY:DRAWN BY:ISSUED FORDATE:DRAWING TITLEPROJECT NUMBERSCALE:AS NOTEDDRAWING NUMBERDATENEWMAN DEVELOPMENT GROUPDBKPERMIT ISSUE (07/10/2017)07/10/2017ITHACA, NYM4.0416162PERMIT07-10-2017FLOOR PLAN - LEVEL 04CTLDBKCITY CENTRE 1/8" = 1'-0"1LEVEL 04 - BUILDING FLOOR PLANPROVIDE AMERICAN ALDES AUTOFLOW DAMPER AT CORRIDOR WALLPENETRATIONS, MODEL NO. CAR-II OR APPROVED EQUAL. INSTALL PERMANUFACTURER’S WRITTEN INSTRUCTIONS.DRAWING NOTES:1GC TO PROVIDE 18"x18" ACCESS DOOR ON PIPING CONNECTION SIDE OF ALLCEILING CASSETTE UNITS (CFC'S). MC AND GC TO COORDINATE ACCESSDOOR LOCATION WITH ALL OTHER TRADES PRIOR TO INSTALLATION.GC TO PROVIDE FULL UNIT SIZE + 2" (ALL SIDES) ACCESS DOOR FOR ALLDUCTED CONCEALED FAN COIL UNITS (DFC'S), PROVIDE AN ADDITIONAL 18" OFACCESS DOOR ON PIPING CONNECTION. MC AND GC TO COORDINATEACCESS DOOR LOCATION WITH ALL OTHER TRADES PRIOR TO INSTALLATION.GC TO PROVIDE FULL UNIT SIZE + 6" (ALL SIDES) ACCESS DOOR FOR ALL HEATRECOVERY BOXES (HR'S). MC AND GC TO COORDINATE ACCESS DOORLOCATION WITH ALL OTHER TRADES PRIOR TO INSTALLATION. BOXLOCATIONS ARE SHOWN FOR SCHEMATIC PURPOSES ONLY, MC TOCOORDINATE LOCATION OF HR BOXES WITH LIGHTS, SPRINKLERS AND ALLOTHER CEILING MOUNTED EQUIPMENT. INSTALL HR BOXES IN ANAESTHETICALLY PLEASING MANOR. MC SHALL PROVIDE BALL VALVES ON ALLINLET AND OUTLET PIPES TO HR BOXES.GENERAL NOTES:A.B.C.N FECFEC30"STAND.TUB30"STAND.TUB30"STAND.TUB30"STAND.TUB30"STAND.TUB30"STAND.TUBT1A6810GA.1B.1C.1D.1E.11.1K.124"Ø TRASH CHUTE EARISER UP TO ROOFCORRIDOR500MECH.501MSTORAGE502MSTAIR2-TRASH504MSTAIR1-UNIT B2UNIT A2UNIT B5UNIT B6UNIT A2UNIT A1UNIT A2UNIT A2UNIT A5UNIT B3UNIT A1UNIT A1UNIT A1UNIT E1UNIT E1UNIT E1UNIT A1UNIT A1UNIT A1UNIT B7UNIT A2UNIT A1UNIT B13 - M3.011 - M3.001 - M3.003 - M3.023 - M3.021 - M3.001 - M3.003 - M3.025 - M3.002 - M3.002 - M3.001 - M3.002 - M3.002 - M3.001 - M3.024 - M3.012 - M3.002 - M3.002 - M3.011 - M3.012 - M3.001 - M3.002 - M3.003 - M3.022 - M3.021 - M3.003 - M3.021 - M3.00OA/EA DOWN FROM HRU-1A,SEE DUCTWORK RISERDIAGRAM FOR SIZINGREFRIGERANTPIPING DOWNFROM FLOORABOVEREFRIGERANT PIPING DOWNFROM FLOOR ABOVEREFRIGERANT PIPING DOWNFROM FLOOR ABOVE4" HWS/R UP FROMFLOOR BELOW24"Ø TRASH CHUTE EARISER UP TO ROOF6"ø8"ø8"x8"6"ø8"ø8"x8"(TYP.24)F S F S 272514x14240014x14FSFSVDV D V DHR-3HR-3HR-2HR-4HR-3HR-4HR-2 HR-4HR-2HR-4HR-3HR-3HR-4(TYP.10)4"ø5"øVDVDVDVDVDVD11111111111111111111111111 0 "x 8 "1 2 "x 8 "5 "ø 6 "ø 8 "ø5"ø1HR-4HR-3HR-311114"ø10"x8"8"x8"VDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDV D V D V D V D V D V D V D V D 8 "x 8 "CFC-05CFC-05CFC-12CFC-12CFC-12CFC-12CFC-12CFC-12CFC-12CFC-12CFC-12CFC-12CFC-12CFC-12CFC-05CFC-12CFC-05CFC-05CFC-05CFC-12CFC-12CFC-05CFC-12CFC-12CFC-05CFC-05CFC-12CFC-05CFC-05CFC-12CFC-05CFC-05CFC-12CFC-12CFC-05CFC-12CFC-05CFC-05CFC-12CFC-05CFC-12CFC-05CFC-12CFC-05CFC-12CFC-12CFC-12CFC-05CFC-0516"Ø EA FROM PIZZA OVEN TO ROOF12"Ø EA FROM DISH HOOD TO ROOF26"x24" EA UP TOEF-800 ON ROOF26"x24" SA DOWN FROMMAU-1 ON ROOFCFC-12UNIT E1-Alt1UNIT A2-Alt2UNIT A2-Alt1UNIT A2-Alt1UNIT E1-Alt1OA/EA DOWN FROM HRU-1B,SEE DUCTWORK RISERDIAGRAM FOR SIZING1A756x6XFS10"x8"20"Ø SMOKE REMOVALDUCT UP TO ROOFFSA024x36B.DIVADKEELEYENGINEERDESNECILRPFOELNAIOSSTATEFOKROYWESN030007°°°°°°°°ROISLECXEengineering, p.c.ECPhone: (585)641-7121Fax: (585) 362-4175www.ec4b.com15 Schoen PlaceSuite 300Pittsford, NY 14534REVISIONIt is a violation of New York Education Law Article 145 Sec.7209, for any person, unless acting under thedirection of a licensed professional engineer, architect, or land surveyor, to alter an item in any way. If anitem bearing the seal of an engineer, architect, or land surveyor is altered; the altering engineer, architect,or land surveyor shall affix to the item their seal and notation "altered by" followed by their signature anddate of such alteration, and a specific description of the alteration.NO.PROJECT/CLIENTPROJECT MANAGER:REVIEWED BY:DRAWN BY:ISSUED FORDATE:DRAWING TITLEPROJECT NUMBERSCALE:AS NOTEDDRAWING NUMBERDATENEWMAN DEVELOPMENT GROUPDBKPERMIT ISSUE (07/10/2017)07/10/2017ITHACA, NYM4.0516162PERMIT07-10-2017FLOOR PLAN - LEVEL 05CTLDBKCITY CENTRE 1/8" = 1'-0"1LEVEL 05 - BUILDING FLOOR PLANPROVIDE AMERICAN ALDES AUTOFLOW DAMPER AT CORRIDOR WALLPENETRATIONS, MODEL NO. CAR-II OR APPROVED EQUAL. INSTALL PERMANUFACTURER’S WRITTEN INSTRUCTIONS.DRAWING NOTES:1GC TO PROVIDE 18"x18" ACCESS DOOR ON PIPING CONNECTION SIDE OF ALLCEILING CASSETTE UNITS (CFC'S). MC AND GC TO COORDINATE ACCESSDOOR LOCATION WITH ALL OTHER TRADES PRIOR TO INSTALLATION.GC TO PROVIDE FULL UNIT SIZE + 2" (ALL SIDES) ACCESS DOOR FOR ALLDUCTED CONCEALED FAN COIL UNITS (DFC'S), PROVIDE AN ADDITIONAL 18" OFACCESS DOOR ON PIPING CONNECTION. MC AND GC TO COORDINATEACCESS DOOR LOCATION WITH ALL OTHER TRADES PRIOR TO INSTALLATION.GC TO PROVIDE FULL UNIT SIZE + 6" (ALL SIDES) ACCESS DOOR FOR ALL HEATRECOVERY BOXES (HR'S). MC AND GC TO COORDINATE ACCESS DOORLOCATION WITH ALL OTHER TRADES PRIOR TO INSTALLATION. BOXLOCATIONS ARE SHOWN FOR SCHEMATIC PURPOSES ONLY, MC TOCOORDINATE LOCATION OF HR BOXES WITH LIGHTS, SPRINKLERS AND ALLOTHER CEILING MOUNTED EQUIPMENT. INSTALL HR BOXES IN ANAESTHETICALLY PLEASING MANOR. MC SHALL PROVIDE BALL VALVES ON ALLINLET AND OUTLET PIPES TO HR BOXES.GENERAL NOTES:A.B.C.N FECFEC30"STAND.TUB30"STAND.TUB30"STAND.TUB30"STAND.TUB30"STAND.TUB30"STAND.TUBT1A6810GA.1B.1C.1D.1E.11.1K.124"Ø TRASH CHUTE EARISER UP TO ROOFCORRIDOR600JANITOR601MSTORAGE602MSTAIR2-CORRIDOR600TRASH604MUNIT B2UNIT A2UNIT B5UNIT B6UNIT A2UNIT A1UNIT A2UNIT A2UNIT A5UNIT B3UNIT A1UNIT A1UNIT A1UNIT E1UNIT E1UNIT E1UNIT A1UNIT A1UNIT A1UNIT B7UNIT A2UNIT A1UNIT B13 - M3.011 - M3.001 - M3.003 - M3.023 - M3.021 - M3.001 - M3.003 - M3.025 - M3.002 - M3.002 - M3.001 - M3.002 - M3.002 - M3.001 - M3.024 - M3.012 - M3.002 - M3.002 - M3.011 - M3.012 - M3.001 - M3.002 - M3.003 - M3.022 - M3.021 - M3.003 - M3.021 - M3.00ELEC./TELE.603MOA/EA DOWN FROM HRU-1A,SEE DUCTWORK RISERDIAGRAM FOR SIZINGREFRIGERANTPIPING DOWNFROM FLOORABOVEREFRIGERANT PIPING DOWNFROM FLOOR ABOVEREFRIGERANT PIPING DOWNFROM FLOOR ABOVE24"Ø TRASH CHUTE EARISER UP TO ROOF6"ø8"ø8"x8"6"ø8"ø8"x8"(TYP.24)F S F S 272514x14240014x14FSFSVDV D V DHR-3HR-3HR-2HR-3HR-4HR-2 HR-4HR-2HR-4HR-3HR-3HR-4(TYP.10)4"ø5"øVDVDVDVDVDVD11111111111111111111111111 0 "x 8 "1 2 "x 8 "5 "ø 6 "ø 8 "ø5"ø1HR-4HR-3HR-311114"ø10"x8"8"x8"VDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDV D V D V D V D V D V D V D V D 8 "x 8 "CFC-05CFC-05CFC-12CFC-12CFC-12CFC-12CFC-12CFC-12CFC-12CFC-12CFC-12CFC-12CFC-12CFC-12CFC-05CFC-12CFC-05CFC-05CFC-05CFC-12CFC-12CFC-05CFC-12CFC-12CFC-05CFC-05CFC-12CFC-05CFC-05CFC-12CFC-05CFC-05CFC-12CFC-12CFC-05CFC-12CFC-05CFC-05CFC-12CFC-05CFC-12CFC-05CFC-12CFC-05CFC-12CFC-12CFC-12CFC-05CFC-0516"Ø EA FROM PIZZA OVEN TO ROOF12"Ø EA FROM DISH HOOD TO ROOF26"x24" EA UP TOEF-800 ON ROOF26"x24" SA DOWN FROMMAU-1 ON ROOFCFC-12HR-4UNIT A2-Alt2UNIT E1-Alt1UNIT E1-Alt1UNIT A2-Alt1UNIT A2-Alt1A756x6XFSOA/EA DOWN FROM HRU-1B,SEE DUCTWORK RISERDIAGRAM FOR SIZING110"x8"20"Ø SMOKE REMOVALDUCT UP TO ROOFFSA024x36B.DIVADKEELEYENGINEERDESNECILRPFOELNAIOSSTATEFOKROYWESN030007°°°°°°°°ROISLECXEengineering, p.c.ECPhone: (585)641-7121Fax: (585) 362-4175www.ec4b.com15 Schoen PlaceSuite 300Pittsford, NY 14534REVISIONIt is a violation of New York Education Law Article 145 Sec.7209, for any person, unless acting under thedirection of a licensed professional engineer, architect, or land surveyor, to alter an item in any way. If anitem bearing the seal of an engineer, architect, or land surveyor is altered; the altering engineer, architect,or land surveyor shall affix to the item their seal and notation "altered by" followed by their signature anddate of such alteration, and a specific description of the alteration.NO.PROJECT/CLIENTPROJECT MANAGER:REVIEWED BY:DRAWN BY:ISSUED FORDATE:DRAWING TITLEPROJECT NUMBERSCALE:AS NOTEDDRAWING NUMBERDATENEWMAN DEVELOPMENT GROUPDBKPERMIT ISSUE (07/10/2017)07/10/2017ITHACA, NYM4.0616162PERMIT07-10-2017FLOOR PLAN - LEVEL 06CTLDBKCITY CENTRE 1/8" = 1'-0"1LEVEL 06 - BUILDING FLOOR PLANPROVIDE AMERICAN ALDES AUTOFLOW DAMPER AT CORRIDOR WALLPENETRATIONS, MODEL NO. CAR-II OR APPROVED EQUAL. INSTALL PERMANUFACTURER’S WRITTEN INSTRUCTIONS.DRAWING NOTES:1GC TO PROVIDE 18"x18" ACCESS DOOR ON PIPING CONNECTION SIDE OF ALLCEILING CASSETTE UNITS (CFC'S). MC AND GC TO COORDINATE ACCESSDOOR LOCATION WITH ALL OTHER TRADES PRIOR TO INSTALLATION.GC TO PROVIDE FULL UNIT SIZE + 2" (ALL SIDES) ACCESS DOOR FOR ALLDUCTED CONCEALED FAN COIL UNITS (DFC'S), PROVIDE AN ADDITIONAL 18" OFACCESS DOOR ON PIPING CONNECTION. MC AND GC TO COORDINATEACCESS DOOR LOCATION WITH ALL OTHER TRADES PRIOR TO INSTALLATION.GC TO PROVIDE FULL UNIT SIZE + 6" (ALL SIDES) ACCESS DOOR FOR ALL HEATRECOVERY BOXES (HR'S). MC AND GC TO COORDINATE ACCESS DOORLOCATION WITH ALL OTHER TRADES PRIOR TO INSTALLATION. BOXLOCATIONS ARE SHOWN FOR SCHEMATIC PURPOSES ONLY, MC TOCOORDINATE LOCATION OF HR BOXES WITH LIGHTS, SPRINKLERS AND ALLOTHER CEILING MOUNTED EQUIPMENT. INSTALL HR BOXES IN ANAESTHETICALLY PLEASING MANOR. MC SHALL PROVIDE BALL VALVES ON ALLINLET AND OUTLET PIPES TO HR BOXES.GENERAL NOTES:A.B.C.N FECFEC30"STAND.TUB30"STAND.TUB30"STAND.TUB30"STAND.TUB30"STAND.TUBT1A6810GA.1B.1C.1D.1E.11.1K.124"Ø TRASH CHUTE EARISER UP TO ROOFUNIT A44 - M3.00CORRIDOR700STORAGE701MSTORAGE702MSTAIR2-TRASH704MUNIT B2UNIT A2UNIT B5UNIT B6UNIT A2UNIT A1UNIT A2UNIT A2UNIT A5UNIT A1UNIT A1UNIT A1UNIT E1UNIT E1UNIT E1UNIT A1UNIT A1UNIT A1UNIT B7UNIT A2UNIT A1UNIT B11 - M3.001 - M3.003 - M3.023 - M3.021 - M3.001 - M3.003 - M3.025 - M3.002 - M3.002 - M3.001 - M3.002 - M3.002 - M3.001 - M3.024 - M3.012 - M3.002 - M3.002 - M3.011 - M3.012 - M3.001 - M3.002 - M3.003 - M3.022 - M3.021 - M3.003 - M3.021 - M3.00OA/EA DOWN FROM HRU-1A,SEE DUCTWORK RISERDIAGRAM FOR SIZINGREFRIGERANTPIPING DOWNFROM FLOORABOVEREFRIGERANT PIPING DOWNFROM FLOOR ABOVEREFRIGERANT PIPING DOWNFROM FLOOR ABOVEOA/EA DOWN FROM HRU-1B,SEE DUCTWORK RISERDIAGRAM FOR SIZING24"Ø TRASH CHUTE EARISER UP TO ROOF5"ø8"x8"6"ø8"ø8"x8"(TYP.24)F S F S 272514x14240014x14FSFSVDV D V DHR-3HR-3HR-2HR-3HR-4HR-2HR-3HR-2HR-4HR-3HR-3HR-4(TYP.10)4"øVDVDVDVD1111111111111111111111111 0 "x 8 "1 2 "x 8 "5 "ø 6 "ø 8 "ø5"ø1HR-4HR-3HR-311114"ø10"x8"8"x8"VDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDVDV D V D V D V D V D V D V D V D 8 "x 8 "CFC-12CFC-12CFC-12CFC-12CFC-12CFC-12CFC-12CFC-12CFC-12CFC-12CFC-12CFC-12CFC-05CFC-12CFC-05CFC-05CFC-05CFC-12CFC-12CFC-05CFC-12CFC-12CFC-05CFC-05CFC-12CFC-05CFC-05CFC-12CFC-05CFC-05CFC-12CFC-12CFC-05CFC-12CFC-05CFC-05CFC-12CFC-05CFC-12CFC-05CFC-12CFC-05CFC-12CFC-12CFC-12CFC-05CFC-05VD8"ø8"ø116"Ø EA FROM PIZZA OVEN TO ROOF12"Ø EA FROM DISH HOOD TO ROOF26"x24" EA UP TOEF-800 ON ROOF26"x24" SA DOWN FROMMAU-1 ON ROOFCFC-12HR-4UNIT A2-Alt1UNIT E1-Alt1UNIT A2-Alt2UNIT A2-Alt1UNIT E1-Alt11A756x6XFS10"x8"20"Ø SMOKE REMOVALDUCT UP TO ROOFFSA024x36B.DIVADKEELEYENGINEERDESNECILRPFOELNAIOSSTATEFOKROYWESN030007°°°°°°°°ROISLECXEengineering, p.c.ECPhone: (585)641-7121Fax: (585) 362-4175www.ec4b.com15 Schoen PlaceSuite 300Pittsford, NY 14534REVISIONIt is a violation of New York Education Law Article 145 Sec.7209, for any person, unless acting under thedirection of a licensed professional engineer, architect, or land surveyor, to alter an item in any way. If anitem bearing the seal of an engineer, architect, or land surveyor is altered; the altering engineer, architect,or land surveyor shall affix to the item their seal and notation "altered by" followed by their signature anddate of such alteration, and a specific description of the alteration.NO.PROJECT/CLIENTPROJECT MANAGER:REVIEWED BY:DRAWN BY:ISSUED FORDATE:DRAWING TITLEPROJECT NUMBERSCALE:AS NOTEDDRAWING NUMBERDATENEWMAN DEVELOPMENT GROUPDBKPERMIT ISSUE (07/10/2017)07/10/2017ITHACA, NYM4.0716162PERMIT07-10-2017FLOOR PLAN - LEVEL 07CTLDBKCITY CENTRE 1/8" = 1'-0"1LEVEL 07 - BUILDING FLOOR PLANPROVIDE AMERICAN ALDES AUTOFLOW DAMPER AT CORRIDOR WALLPENETRATIONS, MODEL NO. CAR-II OR APPROVED EQUAL. INSTALL PERMANUFACTURER’S WRITTEN INSTRUCTIONS.DRAWING NOTES:1GC TO PROVIDE 18"x18" ACCESS DOOR ON PIPING CONNECTION SIDE OF ALLCEILING CASSETTE UNITS (CFC'S). MC AND GC TO COORDINATE ACCESSDOOR LOCATION WITH ALL OTHER TRADES PRIOR TO INSTALLATION.GC TO PROVIDE FULL UNIT SIZE + 2" (ALL SIDES) ACCESS DOOR FOR ALLDUCTED CONCEALED FAN COIL UNITS (DFC'S), PROVIDE AN ADDITIONAL 18" OFACCESS DOOR ON PIPING CONNECTION. MC AND GC TO COORDINATEACCESS DOOR LOCATION WITH ALL OTHER TRADES PRIOR TO INSTALLATION.GC TO PROVIDE FULL UNIT SIZE + 6" (ALL SIDES) ACCESS DOOR FOR ALL HEATRECOVERY BOXES (HR'S). MC AND GC TO COORDINATE ACCESS DOORLOCATION WITH ALL OTHER TRADES PRIOR TO INSTALLATION. BOXLOCATIONS ARE SHOWN FOR SCHEMATIC PURPOSES ONLY, MC TOCOORDINATE LOCATION OF HR BOXES WITH LIGHTS, SPRINKLERS AND ALLOTHER CEILING MOUNTED EQUIPMENT. INSTALL HR BOXES IN ANAESTHETICALLY PLEASING MANOR. MC SHALL PROVIDE BALL VALVES ON ALLINLET AND OUTLET PIPES TO HR BOXES.GENERAL NOTES:A.B.C.N FECFEC30"STAND.TUB30"STAND.TUB30"STAND.TUB30"STAND.TUBT1A6810GA.1B.1C.1D.1E.11.1K.1STAIR1-24"Ø TRASH CHUTE EARISER UP TO ROOFUNIT B2UNIT A2UNIT B5UNIT B6??UNIT A2UNIT A1UNIT A2UNIT A2UNIT A5UNIT E1UNIT A6UNIT E1UNIT E1UNIT A2UNIT A1??UNIT B1UNIT A3UNIT A3UNIT A3UNIT A33 - M3.003 - M3.003 - M3.026 - M3.003 - M3.003 - M3.003 - M3.025 - M3.002 - M3.002 - M3.001 - M3.002 - M3.002 - M3.001 - M3.024 - M3.012 - M3.002 - M3.002 - M3.011 - M3.012 - M3.001 - M3.002 - M3.003 - M3.02CORRIDOR800STORAGE802MSTAIR2-ELEC./TELE.803MTRASH804M6"ø5"ø8"ø8"ø(TYP.20)4"øOA/EA DOWN FROM HRU-1A,SEE DUCTWORK RISERDIAGRAM FOR SIZING8"ø8"x8"CFC-05CFC-05CFC-12CFC-05CFC-05CFC-12CFC-05CFC-05CFC-12CFC-12CFC-05CFC-12CFC-12CFC-12CFC-05CFC-12CFC-05CFC-12CFC-05CFC-12CFC-05CFC-12CFC-12CFC-12CFC-12CFC-05CFC-12CFC-12CFC-05CFC-12CFC-05CFC-12CFC-07CFC-12CFC-12CFC-12CFC-12CFC-12CFC-05CFC-12CFC-12CFC-05UNIT A44 - M3.00CFC-05CFC-05CFC-05CFC-05CFC-056"ø111111REFRIGERANTPIPING DOWNFROM FLOORABOVEREFRIGERANT PIPING DOWNFROM FLOOR ABOVEREFRIGERANT PIPING DOWNFROM FLOOR ABOVEFSFSVDHR-4HR-4HR-2HR-31111VDVDVDVDVDVD14"ø(TYP.8)VD11VDVDVDVD11124"Ø TRASH CHUTE EARISER UP TO ROOFREFRIGERANT PIPING DOWNFROM FLOOR ABOVE260014x14V D V D HR-2HR-4HR-3HR-3HR-4VDVD11111111111 0 "x 8 "5 "ø 6 "ø 8 "ø 1HR-4V D V D V D V D V D V D V D V D 8 "x 8 "VDVDVDHR-3HR-4HR-2HR-3F S F SELEVATORLOBBY103i16"Ø EA FROM PIZZA OVEN TO ROOF12"Ø EA FROM DISH HOOD TO ROOF26"x24" EA UP TOEF-800 ON ROOF26"x24" SA DOWN FROMMAU-1 ON ROOFCFC-12HR-4JANITOR801MUNIT A2-Alt1A756x6XFSOA/EA DOWN FROM HRU-1B,SEE DUCTWORK RISERDIAGRAM FOR SIZING8"x8"232514x1420"Ø SMOKE REMOVALDUCT UP TO ROOFFSA024x36B.DIVADKEELEYENGINEERDESNECILRPFOELNAIOSSTATEFOKROYWESN030007°°°°°°°°ROISLECXEengineering, p.c.ECPhone: (585)641-7121Fax: (585) 362-4175www.ec4b.com15 Schoen PlaceSuite 300Pittsford, NY 14534REVISIONIt is a violation of New York Education Law Article 145 Sec.7209, for any person, unless acting under thedirection of a licensed professional engineer, architect, or land surveyor, to alter an item in any way. If anitem bearing the seal of an engineer, architect, or land surveyor is altered; the altering engineer, architect,or land surveyor shall affix to the item their seal and notation "altered by" followed by their signature anddate of such alteration, and a specific description of the alteration.NO.PROJECT/CLIENTPROJECT MANAGER:REVIEWED BY:DRAWN BY:ISSUED FORDATE:DRAWING TITLEPROJECT NUMBERSCALE:AS NOTEDDRAWING NUMBERDATENEWMAN DEVELOPMENT GROUPDBKPERMIT ISSUE (07/10/2017)07/10/2017ITHACA, NYM4.0816162PERMIT07-10-2017FLOOR PLAN - LEVEL 08CTLDBKCITY CENTRE 1/8" = 1'-0"1LEVEL 08 - BUILDING FLOOR PLANPROVIDE AMERICAN ALDES AUTOFLOW DAMPER AT CORRIDOR WALLPENETRATIONS, MODEL NO. CAR-II OR APPROVED EQUAL. INSTALL PERMANUFACTURER’S WRITTEN INSTRUCTIONS.DRAWING NOTES:1GC TO PROVIDE 18"x18" ACCESS DOOR ON PIPING CONNECTION SIDE OF ALLCEILING CASSETTE UNITS (CFC'S). MC AND GC TO COORDINATE ACCESSDOOR LOCATION WITH ALL OTHER TRADES PRIOR TO INSTALLATION.GC TO PROVIDE FULL UNIT SIZE + 2" (ALL SIDES) ACCESS DOOR FOR ALLDUCTED CONCEALED FAN COIL UNITS (DFC'S), PROVIDE AN ADDITIONAL 18" OFACCESS DOOR ON PIPING CONNECTION. MC AND GC TO COORDINATEACCESS DOOR LOCATION WITH ALL OTHER TRADES PRIOR TO INSTALLATION.GC TO PROVIDE FULL UNIT SIZE + 6" (ALL SIDES) ACCESS DOOR FOR ALL HEATRECOVERY BOXES (HR'S). MC AND GC TO COORDINATE ACCESS DOORLOCATION WITH ALL OTHER TRADES PRIOR TO INSTALLATION. BOXLOCATIONS ARE SHOWN FOR SCHEMATIC PURPOSES ONLY, MC TOCOORDINATE LOCATION OF HR BOXES WITH LIGHTS, SPRINKLERS AND ALLOTHER CEILING MOUNTED EQUIPMENT. INSTALL HR BOXES IN ANAESTHETICALLY PLEASING MANOR. MC SHALL PROVIDE BALL VALVES ON ALLINLET AND OUTLET PIPES TO HR BOXES.GENERAL NOTES:A.B.C.N RDODRDODRDODRDODR D O D R D O DFDFDFD FDFDFDFDFDFDFECFECFDFDFDFDFDFDFDT1AA6810GGA.1B.1C.1D.1E.11.1K.132"x32" SA & 24"x24" EADOWN TO FLOOR BELOW28"x40" SA & 24"x24" EADOWN TO FLOOR BELOWPROVIDE 12"Ø EA UP FROM LEVEL 1FUTURE DISHWASHER EA DUCT20"Ø TRASH CHUTE EARISER UP FROM LEVEL B1EF-3000PROVIDE 26"x24" SA DOWN TO LEVEL 1FUTURE HOOD MAU SA DUCTHRU-1AHRU-1B3600 lbs.3600 lbs.ACCU-14AACCU-14BACCU-14CACCU-14DACCU-14EACCU-14FACCU-14GACCU-12FACCU-12EACCU-12DACCU-12CACCU-12BACCU-12AACCU-10AACCU-14HACCU-14IACCU-14JACCU-14KACCU-14LACCU-14MACCU-14N700 LBS. EA.1ST FLOOR TENNANT UNIT,500 LBS700 LBS. EA.700 LBS. EA.400 lbs.16"ø12"øPROVIDE HRU-1A,B WITH WINDRATED, INSULATED, SOUNDATTENUATION PLENUM CURBPROVIDE 72"W x 72"L x 60"H ELEVATED WINDRATED ROOF CURB TIED TO BUILDINGSTRUCTURE. PROVIDE DUCTWORK WITHIN SHAFT,ALL DUCT OUTSIDE THE CURB IS FUTURE.SF-2ACCU-24A1ST FLOOR AMENITIES UNIT,1200 LBSACCU-6AACCU-6BACCU-3AACCU-8A1ST FLOOR TENNANT UNIT,600 LBS1ST FLOOR TENNANT UNIT,250 LBS600 LBS.EF-2500 PROVIDE 16"Ø EA UP FROM LEVEL 1FUTURE DISHWASHER EA DUCTPROVIDE 26"x24" EA UP FROM LEVEL 1FUTURE HOOD EA GREASE DUCT1234450 lbs.PROVIDE HRU-1A,B WITH WINDRATED, INSULATED, SOUNDATTENUATION PLENUM CURBSF-1200 lbs.PROVIDE FACTORY 14" CURB FOR EF-2500SECURED TO LARGER CURB.5PROVIDE ROOF MOUNTED DUCTWORKSUPPORTS EVERY 4'-0" AND AT ELBOWSPER DETAIL ON DETAIL SHEET. (TYP.)PROVIDE ROOF MOUNTED DUCTWORKSUPPORTS EVERY 4'-0" AND AT ELBOWSPER DETAIL ON DETAIL SHEET. (TYP.)B.DIVADKEELEYENGINEERDESNECILRPFOELNAIOSSTATEFOKROYWESN030007°°°°°°°°ROISLECXEengineering, p.c.ECPhone: (585)641-7121Fax: (585) 362-4175www.ec4b.com15 Schoen PlaceSuite 300Pittsford, NY 14534REVISIONIt is a violation of New York Education Law Article 145 Sec.7209, for any person, unless acting under thedirection of a licensed professional engineer, architect, or land surveyor, to alter an item in any way. If anitem bearing the seal of an engineer, architect, or land surveyor is altered; the altering engineer, architect,or land surveyor shall affix to the item their seal and notation "altered by" followed by their signature anddate of such alteration, and a specific description of the alteration.NO.PROJECT/CLIENTPROJECT MANAGER:REVIEWED BY:DRAWN BY:ISSUED FORDATE:DRAWING TITLEPROJECT NUMBERSCALE:AS NOTEDDRAWING NUMBERDATENEWMAN DEVELOPMENT GROUPDBKPERMIT ISSUE (07/10/2017)07/10/2017ITHACA, NYM4.0916162PERMIT07-10-2017ROOF PLANCTLDBKCITY CENTRE 1/8" = 1'-0"1ROOF PLANNALL DUCTWORK RUNNING EXPOSED ABOVE THE ROOF SHALL BE AMINIMUM OF 24" ABOVE FINISHED ROOF, SUPPORTED PER THE DETAIL ONDETAIL SHEET EVERY 4'-0", AND SHALL HAVE DOUBLE THICKNESSINSULATION AND ALUMINUM JACKETING.PROVIDE A MINIMUM OF 10'-0" FROM EXHAUST TERMINATIONSTO ANY FRESH AIR INTAKE LOCATION.PROVIDE THERMADUCT PREENGINEERED OUTDOOR DUCTWORK SYSTEMWITH CLOSED CELL INSULATION AND VINYL CLADDING OR APPROVEDEQUAL, MINIMUM R-12. PROVIDE 10 YEAR WARRANTY. PROVIDE ROOFSUPPORTS EVERY 4'-0", REFER TO DETAIL SHEET FOR MORE INFO.GENERAL NOTES:A.B.LOCATION OF FUTURE DISHWASHER FAN, DESIGN ASSUMPTION IS 1000CFM. FAN AND DUCT OUTSIDE CURB ARE NOT IN CONTRACT, PROVIDE ALLVERTICAL DUCTWORK AS SHOWN.LOCATION OF FUTURE PIZZA OVEN FAN, DESIGN ASSUMPTION IS 1600 CFM.FAN AND DUCT OUTSIDE CURB ARE NOT IN CONTRACT, PROVIDE ALLVERTICAL DUCTWORK AS SHOWN.LOCATION OF FUTURE KITCHEN HOOD EXHAUST FAN, DESIGN ASSUMPTIONIS 8000 CFM. FAN AND DUCT OUTSIDE CURB ARE NOT IN CONTRACT,PROVIDE ALL VERTICAL DUCTWORK AS SHOWN.LOCATION OF FUTURE KITCHEN HOOD MAKE UP AIR UNIT, DESIGNASSUMPTION IS 6000 CFM. MAU AND DUCT OUTSIDE CURB ARE NOT INCONTRACT, PROVIDE ALL VERTICAL DUCTWORK AS SHOWN.PROVIDE EF-2500 CURB TO THE TOP OF THE DUCT CURB. SECURE CURBTO ENGINEERED CURB STRUCTURE.DRAWING NOTES:12345C. 6"DEPTH16"22"36"30"36"36"VOLUME (cubic ya r d ) 17.46.31.2641.2122.7379.91.71 6"DEPTH16"22"36"30"36"36"VOLUME (cu b i c y a rd ) 17.46.31.2641.2122.7379.91.71 6"DEPTH16"22"36"30"36"36"VOLUME (cu b i c y a rd ) 17.46.31.2641.2122.7379.91.71 6"DEPTH16"22"36"30"36"36" VOLUME (cubic y a r d ) 17.46.31.2641.2122.7379.91.71 14A23B5678910EFGA.1B.1C.1D.1E.11.12.15.16.18.19.110.111.17.1K.1K.15.6L.1H.9G.1F.1H.1J.1P.1N.1S.1R.1Q.1M.1N/S: 2'-6 3/4" E/W: -248'-0 7/8"N/S: -55'-1 1/8"E/W: -277'-4 1/2" N/ S : - 1 5 8 ' - 8 1 / 2 " E/ W : - 2 2 1 ' - 5 3 / 8 " N/S: -165'-1 1/8" E/W: -168'-2 3/4"N/S: -122'-8 3/8"E/W: -93'-10 1/4"N/S: -98'-0"E/W: -58'-0 5/8"N/S: -68'-2 3/8"E/W: -21'-3 7/8"N/S : 0 ' - 0 "E/W : 0 ' - 0 "N/S: -3'-4 3/4"E/W: -253'-0 5/8"N/S: -5'-9 3/8"E/W: -256'-3 1/8"N/S: -12'-6 7/8"E/W: -263'-2 3/8"N/S: -15'-8 3/4"E/W: -265'-7 3/4"N/S: -24'-1 1/2"E/W: -270'-5 7/8"N/S: -27'-10"E/W: -272'-0 1/8"N/S: -37'-2 3/4"E/W: -274'-5"N/S: -41'-2 3/8"E/W: -274'-10 1/2"N/S: -50'-10 3/4"E/W: -274'-8 1/8"N/S: -54'-10 1/8"E/W: -274'-0 5/8"N/S: -1'-11 3/8"E/W: -242'-11"N/S: -2'-5 3/8"E/W: -249'-11 3/8"N/S: -2'-5 3/8"E/W: -3'-7 1/2"E/W: -28' - 9 3/4" E/W: -5' - 10 1/2" E/W: -55' - 5 1/2" E/W: -83' - 3 1/2" E/W: -111' - 5 1/2" E/W: -130' - 10" E/W: -160' - 3 1/2" E/W: -188' - 11 1/2" E/W: -217' - 7 1/2" E/W: -238' - 10"N/S: -3' - 2 3/8"N/S: -20' - 5 3/8"N/S: -46' - 5 3/8"N/S: -63' - 5 3/8"N/S: -70' - 7 3/8"N/S: -63'-9 1/4"E/W: -272'-2"N/S: -72'-10 1/8"E/W: -267'-2 7/8"N/S: 4 5/8"E/W: -150'-3 1/2"N/S: 4 5/8"E/W: -160'-7 1/2"N/S: 4 5/8"E/W: -47'-4 1/2"N/S: 4 5/8"E/W: -37'-0 1/2"N/S: -7'-11 1/4"E/W: -3'-7 1/2"N/S: -67'-3 1/2"E/W: -22'-4"N/S: -118'-1 1/8"E/W: -89'-9 1/8"N/S: -162'-6 5/8"E/W: -168'-7"N/S: -156'-11 7/8"E/W: -217'-4 5/8"418.17'419.00'AT PROPER TY L INEBASE PO IN T JHW:,1'6(&21'*867 03+, :,1'(;32685(%*&3,612:3 36)& , & 522)612:/2$' 36)'5,)7612:/2$' 36)'5,)7:,'7+  7<3,&$/(/(9$7(')/225/,9(/2$'65(6,'(17,$/63$&( 36)&255,'25$%29(1'/(9(/ 36)/,*+76725$*($1'0(352206 36)3$57,7,21 36)522)72339$55$< 36)'(6,*1/,9(/2$'6*(27(&+1,&$/,1)250$7,216((63(&,),&$7,216)25*(27(&+1,&$/(9$/8$7,21$635(3$5('%<-2+136723(1(1*,1((5,1*210$<0$76/$%$1'3(5,0(7(5)5267:$//72%($521,16,780$7(5,$/$7(/(9$7,2166+2:1)2//2:,1**(27(&+1,&$/2%6(59$7,216$1'&21),50$7,212)7+()2//2:,1*36)0$;%($5,1*35(6685(68%*5$'(02'8/862)3&)&219(17,21$/)227,1*65(48,5(29(5(;&$9$7,21721$7,9(0$7(5,$/$1'*(27(&+1,&$/&21),50$7,212)36)$//2:$%/(%($5,1*&21&5(7($7'$<65()(57263(&,),&$7,216)25'$<&2035(66,9(675(1*7+6'(6,*167$1'$5'$&,'(7$,/67$1'$5'$&,5(,1)25&,1*'()250('%$56$670$*5$'(:,5(0(6+$670$)/$76+((7621/<0(7$/'(&.3(567((/'(&.,167,787($1')$&725<0878$/67$1'$5'6*$/9$1,=('),1,6+81/(6627+(5:,6(6+2:1&21&5(7('(7$,/60,1,080&29(5)227,1*6)281'$7,21:$//6&2/801627+(53(5$&,3529,'($//1(&(66$5<7,(6&+$,5663$&(56(7&3529,'([[:[::(/'(':,5(0(6+,1$//,17(5,256/$%6:+(5(1227+(55(,1)25&,1*6+2:13529,'([:[:::0,1$//&20326,7('(&.6/$%66(('5$:,1*6$1''(7$,/6)25$'',7,21$/6/$%5(,1)25&,1*3529,'(#%$56($&+:$<,1$//:$//6  &217,18286$77232):$//6#[ 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%$&.),//:,7+,1$7/($67+$/)7+(+(,*+72)7+(:$//:,7+&203$&7*5$18/$5),//3$9(0(17*5$'( 6((&,9,/ *5$'(6((&,9,/&ŝůĞŶĂŵĞ͗EKd&KZKE^dZhd/KEŶŽ͘ ƌĞǀŝƐŝŽŶĚĞƐĐƌŝƉƚŝŽŶ ďLJ ĚĂƚĞWƌŽũĞĐƚEƵŵďĞƌ͗ƌĂǁŶLJ͗ĞƐŝŐŶĞĚLJ͗ZĞǀŝĞǁĞĚLJ͗tZE/E'ŶLJĂůƚĞƌĂƚŝŽŶƐƚŽƚŚŝƐĚŽĐƵŵĞŶƚŶŽƚĐŽŶĨŽƌŵŝŶŐƚŽƐĞĐƚŝŽŶϳϯϬϳ͘EĞǁzŽƌŬ^ƚĂƚĞĚƵĐĂƚŝŽŶ>ĂǁĂƌĞƐƚƌŝĐƚůLJƉƌŽŚŝďŝƚĞĚ͘D>KEϯϮϬtĞƐƚDĂŝŶ^ƚƌĞĞƚDĂůŽŶĞ͕EzϭϮϵϱϯϱϭϴ͘ϰϴϯ͘ϭϱϴϱ^zZh^ϱϳϴϵtŝĚĞǁĂƚĞƌƐWŬǁLJĞǁŝƚƚ͕EzϭϯϮϭϰϯϭϱ͘ϰϳϮ͘ϲϵϴϬhhZEϲϰ^ŽƵƚŚ^ƚƌĞĞƚƵďƵƌŶ͕EzϭϯϬϮϭϯϭϱ͘Ϯϱϯ͘ϳϯϬϭĞĂƌĚƐůĞLJĞƐŝŐŶƐƐŽĐŝĂƚĞƐƌĐŚŝƚĞĐƚƵƌĞ͕ŶŐŝŶĞĞƌŝŶŐ͕>ĂŶĚƐĐĂƉĞƌĐŚŝƚĞĐƚƵƌĞ͕͘W͘͘ΞϳͬϳͬϮϬϭϳϯ͗ϯϲ͗ϰϭWD͗ͰWƌŽũĞĐƚƐͰ^'ͺϭϳϬϬϯͺsϮϬϭϲͺƌƌŵ͘ƌǀƚEĞǁŵĂŶĞǀĞůŽƉŵĞŶƚ'ƌŽƵƉ^ϳ͘ϬϭϬϳ͘ϭϬ͘ϮϬϭϳ^/d^dZhdhZ^ŝƚLJĞŶƚƌĞ/ƚŚĂĐĂ͕EzWZD/d/^^h:ϭϳϬϬϯ:^<':DϮϬϭϲ6&$/(6,7(6758&785(6,620(75,&6&$/(   $5(7$,1,1*:$//3/$16&$/(   %5(7$,1,1*:$//$1'67$,53/$16&$/(   5(7$,1,1*:$//     6&$/(  3/$11257+ E STATE ST.E GREEN ST.S A U R O R A S T .SIXMILE CREEKE SNECA ST.N TIOGA STISSUE FOR PRICING / BIDDING:DRAWN BY:AOR:The architectural works depictedherein are the sole property ofHumphreys & Partners UrbanArchitecture, L.P. and may not beconstructed or used without its expresswritten permission. No permission tomodify or reproduce any of thearchitectural works, including withoutlimitation the e construction of anybuilding, is expressed or should beimplied from delivery of preliminarydrawings or unsealed constructiondrawings. Permission to construct thebuilding depicted in sealedconstruction drawings is expresslyconditioned on the full and timelypayment of all fees otherwise dueHumphreys & Partners Architects, L.P.and, in the absence of any writtenagreement to the contrary, is limited toa one-time use One he site indicatedon these plans.HUMPHREYS & PARTNERSURBAN ARCHITECTURE, L.P.5339 ALPHA ROAD * SUITE 300* DALLAS, TX 75240T: (972) 701-9636 F: (972) 701-9639DALLAS * NEWPORT BEACH * NEW ORLEANS *ORLANDO * CHENNAI * MONTEVIDEOCopyright 2017 - Humphreys & Partners Urban Architecture, L.P.All Rights ReservedISSUE FOR PERMIT APPLICATION:ISSUE FOR CONSTRUCTION:DESIGNED BY:PLOT DATEwww.humphreys.comSHEET CONTENTSSHEET NUMBERSCALE--- 12" = 1'-0"A0.00COVER SHEETNEWMAN DEVELOPMENT GROUPCITY CENTREBH16077PERMIT ISSUE (07/10/2017)SBMCITHACA, NY07/10/201707/10/2017CITY CENTREARCHITECTHUMPHREYS & PARTNERS5339 ALPHA ROAD STE 300DALLAS, TX 75240(972) 701-9636ARCHITECT of RECORDMICHAEL COX, AIAPROJECT CONTACTSBRECK HAMMbreck@humphreys.com300 PLAZA DRIVE, BOX 678VESTAL, NY 13850-6781(601) 770-0155NCIVILTG MILLER203 N. Aurora St.Ithaca, NY 14850CONTACT: ANDY SCIARABBAEMAIL: ajs@tgmillerpc.comSTRUCTURALMEPLANDSCAPEINTERIORSACCESSIBILITYBLDG ENVELOPECONTRACTORAHJTELECOMBEARDSLEY DESIGN64 South StreetAuburn, NY 13021CONTACT: JOSEPH KIME, P.E.EMAIL: jkime@beardsley.comEC4B ENGINEERING, P.C.15 Schoen Place, Suite 300Pittsford, NY 14534CONTACT: BRUCE KEELEY, P.E.EMAIL: dkeeley@ec4b.comRD JONESTBDTBDTBDPURCELL CONSTRUCTIONCITY OF ITHACA, NYIthaca Town Hall215 North Tioga St.Ithaca, NY 14850PLANNING DEPT.PRINT RECORDDATEREASONVICINITY MAPREVISION RECORDDATEREASONURBAN ARCHITECTURE, LPNEWMAN DEVELOPMENT GROUPITHACA, NEW YORKmichaelc@humphreys.comOWNERPROJECT CONTACTSJOHN NICOLICHjohn@newmandevelopment.comJEFF SMITHjeff@newmandevelopment.com04/10/2017DESIGN DEVELOPMENT SETNEWMAN DEVELOPMENT GROUP LLCWHITHAM DESIGN142 E. State St. b.Ithaca, NY 14850CONTACT: SCOTT WHITHAMEMAIL: whitham@whithamdesign.comSUSTAINABILITYTAITEM ENGINEERING110 S. Albany St.Ithaca, NY 14850CONTACT: UMIT SIRTEMAIL: usirt@taitem.comELEVATOROTIS ELEVATOR CO.JEFF SMETANAjeff.smetana@newmandevelopment.comCHARACTER RENDERING05/19/201760% PROGRESS CD SET729 E. Pratt Street, Suite 2000Balimore, MD 21202CONTACT: KOBITA MUKHERJEEEMAIL: kmukherjee@rdjones.com566 Coffeen St.Waterown, NY 13601CONTACT: JASON McCULLOUCHEMAIL: jason@purcellconstruction.com07/10/2017PERMIT ISSUEREVISION SCHEDULENO: DATE: DESCRIPTION: ISSUE FOR PRICING / BIDDING:DRAWN BY:AOR:The architectural works depictedherein are the sole property ofHumphreys & Partners UrbanArchitecture, L.P. and may not beconstructed or used without its expresswritten permission. No permission tomodify or reproduce any of thearchitectural works, including withoutlimitation the e construction of anybuilding, is expressed or should beimplied from delivery of preliminarydrawings or unsealed constructiondrawings. Permission to construct thebuilding depicted in sealedconstruction drawings is expresslyconditioned on the full and timelypayment of all fees otherwise dueHumphreys & Partners Architects, L.P.and, in the absence of any writtenagreement to the contrary, is limited toa one-time use One he site indicatedon these plans.HUMPHREYS & PARTNERSURBAN ARCHITECTURE, L.P.5339 ALPHA ROAD * SUITE 300* DALLAS, TX 75240T: (972) 701-9636 F: (972) 701-9639DALLAS * NEWPORT BEACH * NEW ORLEANS *ORLANDO * CHENNAI * MONTEVIDEOCopyright 2017 - Humphreys & Partners Urban Architecture, L.P.All Rights ReservedISSUE FOR PERMIT APPLICATION:ISSUE FOR CONSTRUCTION:DESIGNED BY:PLOT DATEwww.humphreys.comSHEET CONTENTSSHEET NUMBERSCALE---A0.01INDEX OFDRAWINGSNEWMAN DEVELOPMENT GROUPCITY CENTREBH16077PERMIT ISSUE (07/10/2017)SBMCITHACA, NY07/10/201707/10/2017SHEET # DESCRIPTIONDATEISSUEDARCHITECTUREA0.00 COVER SHEET07/10/2017A0.01 INDEX OF DRAWINGS07/10/2017A1.01 ARCHITECTURAL SITE PLAN07/10/2017A1.02 GENERAL NOTES & SYMBOLS 07/10/2017A1.03 ACCESSIBILITY - DWELLING UNITS 07/10/2017A1.04 ACCESSIBILITY - PUBLIC07/10/2017A1.05 WALL TYPE SCHEDULE07/10/2017A1.05a FLOOR & ROOF TYPE SCHEDULE 07/10/2017A1.06 RATED ASSEMBLIES07/10/2017A1.06a RATED ASSEMBLIES07/10/2017A1.06b RATED ASSEMBLIES07/10/2017A1.06c RATED ASSEMBLIES07/10/2017A1.06d RATED PENETRATION ASSEMBLIES 07/10/2017A1.06e RATED JOINT SYSTEMS07/10/2017A1.06f RATED JOINT SYSTEMS07/10/2017A1.06g RATED JOINT SYSTEMS07/10/2017A1.07 SOUND CONTROL DETAILS & NOTES 07/10/2017A1.21 LIFE SAFETY PLAN07/10/2017A1.22 LIFE SAFETY PLAN07/10/2017A2.10 DOOR SCHEDULE & NOTES07/10/2017A2.11 DOOR DETAILS07/10/2017A2.12 DOOR DETAILS07/10/2017A2.20 WINDOW SCHEDULE & NOTES 07/10/2017A2.21 STOREFRONT SCHEDULE & NOTES 07/10/2017A2.22 WINDOW & STOREFRONT DETAILS 07/10/2017A3.01 UNIT E1 - PLANS & ELEVATIONS 07/10/2017A3.11 UNIT A1 - PLANS & ELEVATIONS 07/10/2017A3.12 UNIT A2 - PLANS & ELEVATIONS 07/10/2017A3.13 UNIT A3 - PLANS & ELEVATIONS 07/10/2017A3.14 UNIT A4 - PLANS & ELEVATIONS 07/10/2017A3.15 UNIT A5 - PLANS & ELEVATIONS 07/10/2017A3.16 UNIT A6 - PLANS & ELEVATIONS 07/10/2017A3.21 UNIT B1 - PLANS & ELEVATIONS 07/10/2017A3.22 UNIT B2 - PLANS & ELEVATIONS 07/10/2017A3.23 UNIT B3 - PLANS & ELEVATIONS 07/10/2017A3.25 UNIT B5 - PLANS & ELEVATIONS 07/10/2017A3.26 UNIT B6 - PLANS & ELEVATIONS 07/10/2017A3.27 UNIT B7 - PLANS & ELEVATIONS 07/10/2017A4.00 FLOOR PLAN - LEVEL B107/10/2017A4.00a ENLARGED PLAN - LEVEL B107/10/2017A4.01 FLOOR PLAN - LEVEL 0107/10/2017A4.01a ENLARGED PLAN - LEVEL 0107/10/2017A4.01b ENLARGED PLAN - LEVEL 0107/10/2017A4.01c ENLARGED PLAN - LEVEL 0107/10/2017A4.02 FLOOR PLAN - LEVEL 0207/10/2017A4.02a ENLARGED PLAN - LEVEL 0207/10/2017A4.03 FLOOR PLAN - LEVEL 0307/10/2017A4.04 FLOOR PLAN - LEVEL 0407/10/2017A4.05 FLOOR PLAN - LEVEL 0507/10/2017A4.06 FLOOR PLAN - LEVEL 0607/10/2017A4.07 FLOOR PLAN - LEVEL 0707/10/2017A4.08 FLOOR PLAN - LEVEL 0807/10/2017A4.08a ENLARGED PLAN - LEVEL 0807/10/2017A4.09 ROOF PLAN07/10/2017A4.20 DIMENSION CONTROL PLAN - LEVEL B1 07/10/2017A4.21 DIMENSION CONTROL PLAN - LEVEL 01 07/10/2017A4.22 DIMENSION CONTROL PLAN - LEVEL 02 07/10/2017A4.23 DIMENSION CONTROL PLAN - LEVEL 03-06 07/10/2017A4.27 DIMENSION CONTROL PLAN - LEVEL 07 07/10/2017A4.28 DIMENSION CONTROL PLAN - LEVEL 08 07/10/2017A4.29 DIMENSION CONTROL PLAN - ROOF 07/10/2017A4.50 OVERALL EXTERIOR ELEVATIONS 07/10/2017A4.51 EXTERIOR ELEVATIONS07/10/2017A4.52 EXTERIOR ELEVATIONS07/10/2017A4.53 EXTERIOR ELEVATIONS07/10/2017A4.54 EXTERIOR ELEVATIONS07/10/2017A4.55 EXTERIOR ELEVATIONS07/10/2017A4.56 EXTERIOR ELEVATIONS07/10/2017A4.57 EXTERIOR ELEVATIONS07/10/2017A4.60 AMENITY AREA - INT. ELEVATIONS & C.F.S PLANS 07/10/2017A5.01 BUILDING SECTION07/10/2017A5.02 BUILDING SECTION07/10/2017A5.11 WALL SECTIONS - TYPICAL07/10/2017A5.21 WALL SECTIONS - EXTERIOR 07/10/2017A5.22 WALL SECTIONS - EXTERIOR 07/10/2017A5.23 WALL SECTIONS - EXTERIOR 07/10/2017A5.31 ENLARGED SECTIONS07/10/2017A6.01 STAIR DETAILS07/10/2017A6.11 STAIR #1 - PLAN & SECTION07/10/2017A6.12 STAIR #2 - PLAN & SECTION07/10/2017A6.20 ELEVATOR DETAILS07/10/2017A6.21 ELEVATOR - PLAN & SECTION 07/10/2017A6.31 TRASH CHUTE - PLAN & SECTION 07/10/2017A7.01 DETAILS - PLAN07/10/2017A7.02 DETAILS - PLAN07/10/2017A7.10 DETAILS - SECTION07/10/2017A7.11 DETAILS - SECTION07/10/2017A7.12 DETAILS - SECTION07/10/2017A7.13 DETAILS - SECTION07/10/2017A7.14 DETAILS - SECTION07/10/2017A7.15 DETAILS - SECTION07/10/2017A7.16 DETAILS07/10/2017A7.17 DETAILS07/10/2017A8.00 REFLECTED CEILING PLAN - LEVEL B1 07/10/2017A8.01 REFLECTED CEILING PLAN - LEVEL 01 07/10/2017A8.01a ENLARGED RCP - LEVEL 0107/10/2017A8.02 REFLECTED CEILING PLAN - LEVEL 02-05 07/10/2017A8.06 REFLECTED CEILING PLAN - LEVEL 06 07/10/2017A8.07 REFLECTED CEILING PLAN - LEVEL 07 07/10/2017A8.08 REFLECTED CEILING PLAN - LEVEL 08 07/10/2017ARCHITECTURECIVILSTRUCTURALMEPSHEET # DESCRIPTIONDATEISSUEDCIVILC101 EXISTING CONDITIONS PLAN 07/10/2017C102 EROSION AND SEDIMENT CONTROL PLAN 07/10/2017C103 DEMOLITION PLAN07/10/2017C104 GRADING PLAN07/10/2017C105 UTILITY PLAN07/10/2017C201 DETAILS07/10/2017C301 CONSTRUCTION FENCING07/10/2017C401 BUILDING LOCATION PLAN07/10/2017SHEET # DESCRIPTIONDATEISSUEDSTRUCTURALS0.01 STRUCTURAL GENERAL NOTES, SPECIAL INSPECTIONS & SCHEDULES 07/10/2017S0.02 COLUMN SCHEDULE & DETAILS 07/10/2017S0.03 COLUMN SCHEDULE07/10/2017S0.04 SCHEDULES07/10/2017S4.00 FOUNDATION PLAN - LEVEL B1 07/10/2017S4.01 FRAMING PLAN - LEVEL 0107/10/2017S4.01a FRAMING PLAN - LEVEL 01.2 - ENLARGED 07/10/2017S4.02 FRAMING PLAN - LEVEL 0207/10/2017S4.03 FRAMING PLAN - LEVEL 03-06 07/10/2017S4.07 FRAMING PLAN - LEVEL 0707/10/2017S4.08 FRAMING PLAN - LEVEL 0807/10/2017S4.09 ROOF FRAMING PLAN07/10/2017S4.10 ROOF EQUIPMENT FRAMING PLAN 07/10/2017S5.01 BUILDING SECTION07/10/2017S6.01 FOUNDATION DETAILS07/10/2017S6.02 FOUNDATION DETAILS07/10/2017S6.03 FRAMING DETAILS07/10/2017S6.04 FRAMING DETAILS07/10/2017S6.05 CFMF DETAILS07/10/2017S6.06 CFMF DETAILS07/10/2017S6.07 MASONRY DETAILS07/10/2017S6.08 MISC. DETAILS07/10/2017S6.09 STAIR DETAILS07/10/2017S6.10 SHEAR WALL DETAILS07/10/2017S6.11 BALCONY DETAILS07/10/2017S7.01 SITE STRUCTURES07/10/2017S7.02 SITE PREPARATION DETAILS 07/10/2017SHEET # DESCRIPTIONDATEISSUEDELECTRICALE1.00 LEGEND & ABBREVIATIONS07/10/2017E1.01 ONE-LINE DIAGRAM07/10/2017E1.02 SCHEDULES07/10/2017E1.03 PANEL SCHEDULES07/10/2017E1.04 PANEL SCHEDULES07/10/2017E1.05 PANEL SCHEDULES07/10/2017E1.06 PANEL SCHEDULES07/10/2017E1.07 DETAILS07/10/2017E1.08 DETAILS07/10/2017E1.09 DETAILS07/10/2017E1.10 DETAILS07/10/2017E1.11 DETAILS07/10/2017E3.00 ENLARGED UNIT PLANS07/10/2017E3.01 ENLARGED UNIT PLANS07/10/2017E3.02 ENLARGED UNIT PLANS07/10/2017E4.00 POWER & SYSTEMS PLAN - LEVEL B1 07/10/2017E4.01 POWER & SYSTEMS PLAN - LEVEL 01 07/10/2017E4.02 POWER & SYSTEMS PLAN - LEVEL 02 07/10/2017E4.03 POWER & SYSTEMS PLAN - LEVEL 03 07/10/2017E4.04 POWER & SYSTEMS PLAN - LEVEL 04 07/10/2017E4.05 POWER & SYSTEMS PLAN - LEVEL 05 07/10/2017E4.06 POWER & SYSTEMS PLAN - LEVEL 06 07/10/2017E4.07 POWER & SYSTEMS PLAN - LEVEL 07 07/10/2017E4.08 POWER & SYSTEMS PLAN - LEVEL 08 07/10/2017E4.09 ROOF PLAN07/10/2017E4.40 LIGHTING PLAN - LEVEL B107/10/2017E4.41 LIGHTING PLAN - LEVEL 0107/10/2017E4.42 LIGHTING PLAN - LEVEL 02-07 07/10/2017E4.48 LIGHTING PLAN - LEVEL 0807/10/2017MECHANICALM1.00 LEGEND & ABBREVIATIONS07/10/2017M1.01 DUCTWORK RISER DIAGRAM 07/10/2017M1.02 HOT WATER SCHEMATIC07/10/2017M1.03 REFRIGERANT PIPING SCHEMATIC 07/10/2017M1.04 REFRIGERANT PIPING SCHEMATIC 07/10/2017M1.05 REFRIGERANT PIPING SCHEMATIC 07/10/2017M1.06 SCHEDULES07/10/2017M1.07 DETAILS07/10/2017M1.08 OUTSIDE AIR MATRIX07/10/2017M3.00 ENLARGED UNIT PLANS07/10/2017M3.01 ENLARGED UNIT PLANS07/10/2017M3.02 ENLARGED UNIT PLANS07/10/2017M4.00 FLOOR PLAN - LEVEL B107/10/2017M4.01 FLOOR PLAN - LEVEL 0107/10/2017M4.02 FLOOR PLAN - LEVEL 0207/10/2017M4.03 FLOOR PLAN - LEVEL 0307/10/2017M4.04 FLOOR PLAN - LEVEL 0407/10/2017M4.05 FLOOR PLAN - LEVEL 0507/10/2017M4.06 FLOOR PLAN - LEVEL 0607/10/2017M4.07 FLOOR PLAN - LEVEL 0707/10/2017M4.08 FLOOR PLAN - LEVEL 0807/10/2017M4.09 ROOF PLAN07/10/2017PLUMBINGP1.00 LEGEND & GENERAL NOTES07/10/2017P1.01 DOMESTIC RISER DETAIL07/10/2017P1.02 GAS RISER DETAIL07/10/2017P1.03 DETAILS07/10/2017P3.00 ENLARGED UNIT PLANS07/10/2017P3.01 ENLARGED UNIT PLANS07/10/2017P3.02 ENLARGED UNIT PLANS07/10/2017P3.03 ENLARGED UNIT PLANS07/10/2017P3.04 ENLARGED UNIT PLANS07/10/2017P4.00 FLOOR PLAN - FOUNDATION07/10/2017P4.01 FLOOR PLAN - LEVEL B107/10/2017P4.02 FLOOR PLAN - LEVEL 0107/10/2017P4.02A FLOOR PLAN - LEVEL 01 INDIRECT WASTE 07/10/2017P4.03 FLOOR PLAN - LEVEL 0207/10/2017P4.04 FLOOR PLAN - LEVEL 0307/10/2017P4.05 FLOOR PLAN - LEVEL 0407/10/2017P4.06 FLOOR PLAN - LEVEL 0507/10/2017P4.07 FLOOR PLAN - LEVEL 0607/10/2017P4.08 FLOOR PLAN - LEVEL 0707/10/2017P4.09 FLOOR PLAN - LEVEL 08 DOMESTIC AND GAS 07/10/2017P4.10 FLOOR PLAN - LEVEL 08 SANITARY AND STORM 07/10/2017P4.11 ROOF PLAN07/10/2017FIRE PROTECTIONFP1.00 LEGEND & ABBREVIATIONS07/10/2017FP1.01 FIRE PROTECTION RISER DETAIL 07/10/2017FP1.02 DETAILS07/10/2017FP4.00 FLOOR PLAN - LEVEL B107/10/2017FP4.01 FLOOR PLAN - LEVEL 0107/10/2017FP4.02 FLOOR PLAN - LEVEL 0207/10/2017FP4.03 FLOOR PLAN - LEVEL 0307/10/2017FP4.04 FLOOR PLAN - LEVEL 0407/10/2017FP4.05 FLOOR PLAN - LEVEL 0507/10/2017FP4.06 FLOOR PLAN - LEVEL 0607/10/2017FP4.07 FLOOR PLAN - LEVEL 0707/10/2017FP4.08 FLOOR PLAN - LEVEL 0807/10/2017REVISION SCHEDULENO: DATE: DESCRIPTION:LANDSCAPESHEET # DESCRIPTIONDATEISSUEDLANDSCAPEL000 PLANTING PLAN & SITE PLAN 07/10/2017L100 SITE LAYOUT07/10/2017L100-A LAYOUT PLAN - CORNER AURORA & STATE STREET 07/10/2017L100-B LAYOUT PLAN - GREEN ROOF 07/10/2017L100-C LAYOUT PLAN - 8TH FLOOR TERRACE 07/10/2017L101 DETAILS PLAN07/10/2017L102 SOILS PLAN07/10/2017L200 PLANTING PLAN KEY07/10/2017L-01 PLANTING PLAN - 8TH FLOOR ROOF TERRACE 07/10/2017L-02 PLANTING PLAN - STATE STREET 07/10/2017L-03 PLANTING PLAN - STATE STREET 07/10/2017L-04 PLANTING PLAN - GREEN STREET 07/10/2017L-05 PLANTING PLAN - AURORA STREET 07/10/2017L-06 PLANTING PLAN - GREEN ROOF 07/10/2017L-07 PLANTING PLAN - GREEN ROOF 07/10/2017L-08 PLANTING PLAN - GREEN ROOF 07/10/2017L-09 PLANTING PLAN - GREEN STREET 07/10/2017L-10 PLANTING PLAN - GREEN STREET 07/10/2017L-11 PLANTING PLAN - GREEN STREET 07/10/2017L-12 PLANTING PLAN - GREEN STREET 07/10/2017L301-A DETAILS - GREEN ROOF07/10/2017L301-B TYPICAL GREEN ROOF SECTION 07/10/2017L302 DETAILS - PLANTING07/10/2017L303 DETAILS - PAVING07/10/2017L400 LANDSCAPE SCHEDULE07/10/2017L401-A MANUFACTURER DETAILS07/10/2017L401-B MANUFACTURER DETAILS07/10/2017L401-C MANUFACTURER DETAILS07/10/2017INTERIORSSHEET # DESCRIPTIONDATEISSUEDINTERIORSI-101 CONSTRUCTION PLAN07/10/2017I-102 CONSTRUCTION PLAN07/10/2017I-201 REFLECTED CEILING PLAN07/10/2017I-201L LIGHTING PLAN07/10/2017I-202 REFLECTEDC CEILING PLAN07/10/2017I-202L LIGHTING PLAN07/10/2017I-301 ELECTRICAL PLAN07/10/2017I-401 FINISH PLAN07/10/2017I-501 FURNITURE, FIXTURES & EQUIPMENT 07/10/2017 UPA T SATS DNFECF E CFECFEC No. 101-111NORTH AURORA STREETBUILDINGNo. 326-330EAST STATE STREET BRICK BUILDINGNo. 314-320EAST STATE STREETBUILDINGGC.O.6"DEPTH 16"22"36"30"36"36" VOLUME (cubic yard) 17.46.31. 2 641.2122.7379.91.71 4234236"DEPTH 16"22"36"30"36"36" VOLUME (cubic yard) 17.46.31. 2 641.2122.7379.91.71 423423( 419.00' )( 423.00' )( 423.00' )( 406.58' )( 419.00' )( 420.50' )( 422.00' )REF. CIVILEAST GREEN STREET( 410.00' )42" HIGH RAILINGON RETAININGWALL; REF. CIVIL &STRUCT. DWG'S.RETAININGWALLS O U T H A U R O R A S TR E E TEAST STATE STREETTWO LANEONE WAYCITY STREETO VERPASSSITE SLOPE DIRECTIONS IT E S L O P E S IT E S L O P E 4.81%( 419.00' )( 419.00' )( 419.00' )( 419.00' )REF. CIVILPORTALSTAIR 2STAIR 1FIRE COMM.CENTERRETAIL 4RETAIL 3RETAIL 2RETAIL 1EXT. GREENROOF PLAZASWITCHGEAREQUIP.WATER SERV.EXT. PATIOSITE SLOPE DIRECTIONREF. CIVILACCESSIBLEEXIT GATE FROM PUBLICWAY ONTO GREEN ROOFPLAZARETAIL LOADINGFENCE; REF.LANDSCAPEEXISTINGSTAIREXISTING SIDEWALKBUILT IN BENCH WALLBOLLARDS; REF.LANDSCAPECURB CUT; ENTRY TORETAIL LOADINGEGRESS PATHFROM STAIR 2TO PUBLIC WAYREF. CIVILEXIT & STAIRGATE ATGREEN ROOF2'-7"1'-2 1/8"4'-5 1/4"3'-0 1/4"3'-4"2'-0 5/8"4'-3 3/8"2'-3 1/4"1'-1 1/2"1'-2 7/8"FLOOR GRATE ATAREA WELL; 6" HIGHCURBGENERATORBOILER ROOM7 .5 6 %TGENERATORSCREEN WALLPLANTERS(REF. LANDSCAPE)EXISTING WATER SERVICE TOFIRE SERVICE; REF. CIVILSTORM FROMBUILDING; REF. CIVILGAS SERVICE;REF. CIVILCATCH BASIN;REF. CIVILTRANSFORMER &SWITCH GEAR VAULTG A R A G E E X IT G A R A G E E N T R Y METERSLOCATIONSFLOOR GRATE ATAREA WELL; 6" HIGHCURBMAIN ENTRY ATLOBBY; ACCESSIBLEFRENCH DRAINBELOW GRAVEL BEDFLOOR GRATE AT AREAWELL; 6" HIGH CURBREF. 12/ A7.11(~ 411.37' )(~ 410.00' )REF. CIVILACCESSIBLE RAMPTO HC SPACEVAN HCBIKE RACKS;REF. LANDSCAPECLUB ROOMVESTIBULELOBBYMANAGERFITNESS1.BUILDING IS TO BE PROVIDED WITH AN AUTOMATIC SPRINKLER SYSTEM PER NFPA 13.2.NO FIXED OR MOVING GATE SECTION SHALL INTERFERE WITH MINIMUM FIRE DEPT. ACCESSWIDTH, TURNING RADII OR OTHERWISE IMPEDE APPARATUS MOVEMENT OR USE OF FIREHYDRANTS ETC.3.FIRE SPRINKLER SYSTEMS ARE DESIGN BUILD. REQUIREMENTS TO BE CONFIRMED BYCONTRACTOR.4.FIRE APPARATUS ACCESS IS REQUIRED TO BE UNOBSTRUCTED, NOT LESS THAN 24'-0" INWIDTH, 14'-0" CLEAR HEIGHT.5.SIGNAGE PACKAGE TO BE DESIGN BUILD.6.FIRE DEPARTMENT CONNECTION HAS BEEN COORDINATED IN THE PLUMBING PLANS.7.FIRE DEPT. APPROVED KNOX BOX SHALL BE PROVIDED AT ENTRY ADJACENT TO FIRECOMMAND CENTER. CONTRACTOR TO CONFIRM NUMBER AND LOCATIONS WITH LOCAL FIREINSPECTOR PRIOR TO INSTALLATION.1.THIS SITE PLAN IS FOR REFERENCE ONLY - REFER TO CIVIL FOR SITE DIMENSIONAL CONTROL.2.REFER TO CIVIL AND LANDSCAPE DRAWINGS FOR SIDEWALKS AND ACCESSIBLE ROUTETHROUGHOUT SITE, FENCING, GATE LOCATIONS AND DETAILS.3.REFER TO M.E.P. DRAWINGS FOR ELECTRICAL TRANSFORMER LOCATIONS.4.DEVELOPMENT AND USE OF THIS SITE MUST CONFORM WITH ALL APPLICABLE CODES ANDORDINANCES.5.ALL NEW OR RELOCATED UTILITIES WILL BE PLACED UNDERGROUND UNLESS NOTEDOTHERWISE.6.ALL SITE LIGHTING WILL BE PLACED SO AS TO DIRECT LIGHT AWAY FROM RESIDENTIALDISTRICTS AND WILL NOT EXCEED ONE-FOOT CANDLE AT THE PROPERTY LINE, UNLESSREQUIRED BY LOCAL ORDINANCE TO BE MORE. NO NOISE, ODOR OR VIBRATION WILL BEEMITTED AT ANY LEVEL EXCEEDING THE GENERAL LEVEL OF NOISE, ODOR OR VIBRATIONEMITTED BY USES IN THE AREA OUTSIDE OF THE SITE.7.OWNERS OF PROPERTY ADJACENT TO PUBLIC RIGHTS-OF-WAY SHALL HAVE RESPONSIBILITYFOR MAINTAINING ALL LANDSCAPING LOCATED IN THE RIGHTS-OF-WAY, IN ACCORDANCE WITHAPPROVED PLANS.8.AFTER FINAL APPROVAL THE PROJECT WILL BE INSPECTED FOR ZONING COMPLIANCE DURINGCONSTRUCTION AND PRIOR TO OCCUPANCY. THE CONTRACTOR IS TO NOTIFY THEGOVERNING AUTHORITY PRIOR TO OCCUPANCY TO ARRANGE FOR INSPECTIONS.9.ALL ROOFTOP EQUIPMENT AND SATELLITE DISHES SHALL BE SCREENED TO THE HEIGHT OFTHE TALLEST EQUIPMENT.10.ALL SERVICE AREAS SHALL BE SCREENED TO CONCEAL TRASH CONTAINERS, GAS METERS,LOADING DOCKS, TRANSFORMERS, BACKFLOW PREVENTERS AND OTHER MECHANICAL ORELECTRICAL EQUIPMENT FROM EYE LEVEL ADJACENT TO ALL PUBLIC STREETS.11.BARBED, RAZOR, OR CONCERTINA WIRE (OR SIMILAR) SHALL NOT BE USED ON THIS SITEWHERE VISIBLE FROM PUBLIC STREETS OR ADJACENT RESIDENTIAL AREAS.12.SIDEWALK SLOPES SHALL NOT EXCEED 5%, CROSS SLOPES NOT TO EXCEED 2% (REF. CIVIL)13.REFER TO SHEET A1.02 FOR PARKING TABULATIONS.14.EXPANSION JOINTS AT CONCRETE DRIVES ARE TO BE LOCATED EVERY 25 TO 50 FEET ONCENTER IN ALL DIRECTIONS.FIRE DEPARTMENT NOTES SITE NOTESPROPERTY LINEDIRECTION OF TRAFFICBIKE RACKACCESSIBLE PARKINGSPACEVAN ACCESSIBLEPARKING SPACEVANTRANSFORMERTASSUMED PROPERTY LINECOMPACT PARKINGSPACECGARAGE STRIPINGSITE LEGENDSTREETLIGHT TYP;REF. CIVILELECTRIC VEHICLEEVorISSUE FOR PRICING / BIDDING:DRAWN BY:AOR:The architectural works depictedherein are the sole property ofHumphreys & Partners UrbanArchitecture, L.P. and may not beconstructed or used without its expresswritten permission. No permission tomodify or reproduce any of thearchitectural works, including withoutlimitation the e construction of anybuilding, is expressed or should beimplied from delivery of preliminarydrawings or unsealed constructiondrawings. Permission to construct thebuilding depicted in sealedconstruction drawings is expresslyconditioned on the full and timelypayment of all fees otherwise dueHumphreys & Partners Architects, L.P.and, in the absence of any writtenagreement to the contrary, is limited toa one-time use One he site indicatedon these plans.HUMPHREYS & PARTNERSURBAN ARCHITECTURE, L.P.5339 ALPHA ROAD * SUITE 300* DALLAS, TX 75240T: (972) 701-9636 F: (972) 701-9639DALLAS * NEWPORT BEACH * NEW ORLEANS *ORLANDO * CHENNAI * MONTEVIDEOCopyright 2017 - Humphreys & Partners Urban Architecture, L.P.All Rights ReservedISSUE FOR PERMIT APPLICATION:ISSUE FOR CONSTRUCTION:DESIGNED BY:PLOT DATEwww.humphreys.comSHEET CONTENTSSHEET NUMBERSCALE---As indicatedA1.01ARCHITECTURALSITE PLANNEWMAN DEVELOPMENT GROUPCITY CENTREBH16077PERMIT ISSUE (07/10/2017)SBMCITHACA, NY07/10/201707/10/2017 1/16" = 1'-0"1SITE PLANREVISION SCHEDULENO: DATE: DESCRIPTION: 2'-10"5'-6"48" MAX ATTYPE A ANSI UNITS3'-4" 3'-4"1'-2"1'-8"1'-2"1'-2"3'-0" 1'-6" 3'-0"3'-0"VARIES3'-4" 3'-4"2'-10"TYPE A ANSI UNITSHIGHEST POINT& COMMON AREAS1'-2"TYPE I-BTYPE I-BTYPE I-BTYPE I-BAPARTMENTS:CLUBHOUSE:GARAGE:LEASING:R-2A-3S-2BAPARTMENTS:CLUBHOUSE:GARAGE:LEASING:THE FIRE SPRINKLER SYSTEM IN BUILDING MUST MEET ALLREQUIREMENTS OF NFPA 13 SPRINKLER SYSTEM.*GROSS AREA IS COMPUTED TO INCLUDE SQUARE FOOTAGE FROM THE EXTERIOR FACE OF ALL EXTERIOR FRAME WALLS INCLUDING ELEVATOR SHAFTS,STAIRWELLS, MECHANICAL CLOSETS AND CHASES. IT DOES NOT INCLUDE JULIET BALCONIES, BRICK OR COURTYARDS.2015 IBC: THE WIDTH OFSTAIRWAYS SHALL BEDETERMINED AS SPECIFIEDIN SECTION 1009.1 BUT SUCHWIDTH SHALL NOT BE LESSTHAN 44 INCHES.EXCEPTION 1 : STAIRWAYSSERVING AN OCCUPANTLOAD OF 50 OR LESS SHALLHAVE A WIDTH OF NOT LESSTHAN 36 INCHES.REFER TO EGRESS PLANS FOR OCCUPANTLOAD OF EACH FIRE AREAAPARTMENTS:CLUBHOUSE:GARAGE:LEASING:NFPA 13NFPA 13NFPA 13NFPA 13THE FIRE ALARM SYSTEM IN BUILDING MUST BE INSTALLED ANDMEET ALL REQUIREMENTS PER IBC 907.2.9 & NFPA 72*ACTUAL BUILDING HEIGHT IS MEASURED FROM FFE TO THE TOP OF ROOF DECK (TOD)•ONE EXIT REQUIRED IN ALL UNITS•TWO EXITS REQUIRED PER FLOOR•REMOTENESS REQUIREMENTS FOR EXITINGEXITS MUST BE ONE THIRD OF THE DISTANCEOF THE MAXIMUM DIAGONAL DISTANCE OFTHE AREA SERVED BY THE EXIT STAIRS WHENPROTECTED WITH NFPA 13 SPRINKLERSYSTEM•REFER TO EGRESS (A1.20- A1.22) PLANS FOREXIT LOCATIONS.WHERE NONSEPARATED OCCUPANCIES OCCUR IN A HIGH-RISEBUILDING, THE MOST RESTRICTIVE REQUIREMENTS OF IBC 2015 SECTION403 WHICH APPLY TO THE NONSEPARATED OCCUPANCIES SHALL APPLYTHROUGHOUT THE HIGH-RISE BUILDING.REQUIRED SEPARATIONS SHALL BE FIRE BARRIERS CONSTRUCTED INACCORDANCE WITH IBC 2015 SECTION 707 OR HORIZONTAL ASSEMBLIES INACCORDANCE WITH 711, OR BOTH, SO AS TO COMPLETELY SEPARATE ADJACENTOCCUPANCES.R-2 / A-3: 1 HR -- R2 / B: 1 HR -- A-3 / M: 1 HR -- B / M: NONE -- A-3 / S-2: 1 HRUNIT DEMISING: 1 HR PARTITION - 1 HR HORIZ. ASSEMBLYCORRIDOR: 0.5 HR PARTITION (1 HR AT BEARING WALL)STAIR ENCLOSURE: 2 HR FIRE BARRIERSHAFT: 2 HR FIRE BARRIER (1 HR FIRE BARRIER IF SPRINKLERED WITHINTHE SHAFT AT TOP & ALTERNATE FLOORS)FIRE COMMAND CENTER: 1 HR FIRE BARRIER (IBC 911.2)FIRE PUMP ROOM: 2 HR FIRE BARRIER (IBC 913.2.1)TRASH ROOM: 1 HR FIRE BARRIERTRASH DISCHARGE ROOM: 2 HR FIRE BARRIERBUILDING SEPERATION: OPEN TO PUBLIC RIGHT OF WAY ON ALL SIDESOPENINGS ALLOWED: NO LIMIT ON ALL SIDESPRIMARY STRUCT. FRAME: 2 HR(1 HR WHERE MEETING HIGH RISE REDUCTION)EXTERIOR BEARING WALLS: 2 HR(1 HR WHERE MEETING HIGH RISE REDUCTION)EXT. NON-BEARING WALLS: N/A (OPEN ON ALL SIDES)INTERIOR BEARING WALLS: 2 HR(1 HR WHERE MEETING HIGH RISE REDUCTION)INT. NON-BEARING WALLS: N/AFLOOR/CEILING: 2 HR(1 HR WHERE MEETING HIGH RISE REDUCTION)CEILING/ROOF: 1 HRFIREBLOCKING: NOT REQ'D IN TYPE 1 CONSTRUCTION (IBC 718.2)DRAFTSTOPPING IN FLOORS: NOT REQ'D (IBC 718.3)DRAFTSTOPPING IN ATTICS: NOT REQ'D (IBC 718.4)ROOF COVERING CLASSIFICATION: CLASS BATTIC ACCESS: N/A (IBC 1209.2)SPRINKLER CONTROL VALVES EQUIPPED WITH SUPERVISORY INITIATINGDEVICES AND WATER-FLOW INITIATING DEVICES FOR EACH FLOOR (PER 2015IBC 403.2.1) ALLOWS FIRE-RESISTANCE-RATING REDUCTION IN HIGH RISEBUILDINGS2015 IBC: IN OTHER THAN GROUP F-1, M AND S-1 OCCUPANCIES, THEFIRE-RESISTANCE RATING OF THE BUILDING ELEMENTS IN TYPE I-BCONSTRUCTION SHALL BE PERMITTED TO BE REDUCED TO THEFIRE-RESISTANCE RATINGS IN TYPE II-A. (SECTION 403.2.1.1)* Gross Floor Area Towards FAR Includes Gross Residential aswell as MVP and MEP on Residential Levels only; Refer to FloorArea definition used in FAR calculationCODEADOPTED EDITIONBUILDING CODE 2015 IBC (AS ADOPTED BY NEW YORK STATE)MECHANICAL CODE 2015 IMC (AS ADOPTED BY NEW YORK STATE)ELECTRIC CODE 2014 NATIONAL ELECTRIC CODEPLUMBING CODE 2015 IPC (AS ADOPTED BY NEW YORK STATE)FIRE CODE 2015 IFC (AS ADOPTED BY NEW YORK STATE)GAS FUEL CODE 2015 IFGC (AS ADOPTED BY NEW YORK STATE)ENERGY CODE 2015 IECC (AS ADOPTED BY NEW YORK STATE)ACCESSIBILITY 2009 ICC/ANSI A117.1FAIR HOUSING ACT2010 ADA STANDARDS FOR ACCESSIBLE DESIGNPROJECT SCOPE8-STORY MIXED-OCCUPANCY HIGH-RISE WITH BASEMENT PARKING GARAGE•RETAIL AND CLUBHOUSE AT GROUND LEVEL WITH MULTI-FAMILY RESIDENTIAL ABOVEZONING DISTRICTPRESENT ZONING:CBD-120SETBACKS:FRONT YARD: 0' - AS APPROVED BY SITE PLAN BOARD (REF. CIVIL)SIDE YARD: 0' - AS APPROVED BY SITE PLAN BOARD (REF. CIVIL)REAR YARD: 10' BY ZONING / 1'-7" MIN. SETBACK AS APPROVED BYBZA VARIANCE (REF. CIVIL)PROPERTY ADJACENY:NONEBUILDING RESTRICTIONS:MAX HEIGHT: 120'-0"F.F. FINISH FLOORW/ WITH'FEET OR MINUTESLP:#-+PLATERATIOPLUS OR MINUSROUND"INCH OR SECONDSPOUND OR NUMBERSQUARE OR SQ. FOOTWT.W.I.C.WD.AND&AT@<°DEGREE=EQUALANGLEWEIGHTWOODWALK IN CLOSETDRAWING CUT LINECENTERLINEHT./F.F. LOCATIONF.P.FDN.FTG.FLUOR.FLR.FLASH.F.B.O.FIRE PLACEFLASHINGFLOORFOOTINGFOUNDATIONFLUORESCENTFURNISHED BY OTHERSG.C.GA.G.I.HT.HORIZHDR.HVACGYP. BD.GEN.GALV.INT.HR.JAN.INSUL.HD. HT.LT.K.S.KIT.MFR.LAM.JT.NMIN.MISC.MTL.MED.MEP.MECH.MAX.M.O.M.D.MAS.O.C.PL.PLYWD.PLAS. LAM.PVMT.O.H.D.O.S.B.OPP. H.OPG.N.T.S.N.I.C.P.T.R.R.C.REF.RECPT.POL.R.D.RM.REQ'DREINF.REFRIG.STCSIM.S.F.STD.S.R.O.SPEC.S.A.B.SHT.SECT.SCHED.R.O.T.SQ.W.W.M.VERT.U.N.O.TYP.THK.STOR.STRUCT.STL.GALVANIZEDGAUGEGENERALHEIGHTHEADERHORIZONTALHOURINSULATIONINTERIORJANITORLIGHTKITCHENKNEE SPACELAMINATEJOINTGALVANIZED IRONHEADER HEIGHTGYPSUM BOARDGENERAL CONTRACTORHEATING, VENTILATION, AND AIR CONDITIONINGMANUFACTURERMASONRYMAXIMUMNORTHMEDIUMMETALMINIMUMMECHANICALON CENTERPLATEPAVEMENTOPENINGMASONRY DIMENSIONMASONRY OPENINGMISCELLANEOUSNOT IN CONTRACTNOT TO SCALEMECHANICAL, ELECTRICAL, AND PLUMBINGOPPOSITE HANDOVER HEAD DOORPLASTIC LAMINATEPLYWOOD OR O.S.B.ORIENTED STRAND BOARDRECEPTACLEREFRIGERATORREINFORCINGREQUIREDROOMROOF DRAINSQUARE FOOTSCHEDULESECTIONSHEETSIMILARSTANDARDPRESSURE TREATEDRADIUS OR RISERRESILIENT CHANNELREFERENCE TOROUGH OPENINGSOUND TRANSMISSION COEFFICIENTSOUND ATTENUATION BLANKETSPECIFIED OR SPECIFICATIONSSHEET ROCK OPENINGSTRUCTURALSTORAGESQUARETHICKTYPICALVERTICALTREAD, TILE OR TOPUNLESS NOTED OTHERWISEWELDED WIRE MESHSTEELPOLISHEDALT.AVG.ADJ.ABV.A.F.F.C.O.C.L.BM.BD.CLO.BLK.BDRM.BLDG.BALC.ARCH.DIM.DIA.C.T.DTL.DECOR.CONT.CONST.CONC.COMP.COL.CLG.EB.EQ.EL.E.W.EA.D.S.DN.E.J.EXP.EXIST.ELEC.F.C.FIN.FAB.EXT.DWGS.ALUM.AVERAGEALTERNATEABOVEADJACENTABOVE FINISH FLOORARCHITECTBUILDINGBEDROOMBLOCKINGBEAMCENTER LINECLOSETBOARDBALCONYCOMPOSITIONCONCRETECONTINUIOUSCERAMIC TILEDECORATIVEDETAILDIAMETERDIMENSIONCOLUMNCEILINGCASED OPENINGCONSTRUCTIONEYEBROWEACHELEVATIONEQUALDOWNDOWN SPOUTEACH WAYELECTRICEXISTINGEXPANSIONEXTERIORFABRICATEFINISHFIRE CODEEXPANSION JOINTDRAWINGSALUMINUMTOP OF DECKT.O.D.TOP OF HEELT.O.H.TOP OF PLATET.O.P.THIS PROJECT IS REQUIRED TO MEET SEVERAL DIFFERENT ACCESSIBILITY CODES. SOME OF THESE CODES CONTRADICT AND/OR HAVEVARYING DEGREES OF REQUIRED ACCESSIBILITY. ONLY THE MOST STRINGENT REQUIREMENTS SHALL BE UTILIZED IN THECONSTRUCTION OF THIS PROJECT. THE FOLLOWING NOTES ARE PROVIDED AS A GUIDE TO BUILDING THIS PROJECT. THECONTRACTOR SHALL BE FAMILIAR WITH ALL CODES AND SHALL NOTIFY THE ARCHITECT IMMEDIATELY IF THESE NOTES ARECONTRADICTORY TO THE ACTUAL CONSTRUCTION.ACCESSIBLE ROUTES THROUGHOUT THE SITE:WHEN A BUILDING, OR PORTION OF A BUILDING, IS REQUIRED TO BE ACCESSIBLE OR ADAPTABLE, AN ACCESSIBLE ROUTE OF TRAVELSHALL BE PROVIDED TO ALL PORTIONS OF THE BUILDING, TO ACCESSIBLE BUILDING ENTRANCES AND BETWEEN BUILDINGS AND THEPUBLIC WAY. REFER TO THE CIVIL ENGINEER'S AND/OR LANDSCAPE ARCHITECT'S PLANS FOR ALL ACCESSIBLE ROUTES ON THE SITEAND THE APPLICABLE REQUIREMENTS INCLUDING BUT NOT LIMITED TO SIGNAGE, CURB RAMPS, CROSS SLOPE, WIDTH OF ROUTE, ETC.PUBLIC USE FACILITIES:BUILDINGS, MAIL SERVICES, TRASH REFUSE AREAS, RECREATIONAL AREAS, SWIMMING POOLS, ETC. SHALL BE READILY ACCESSIBLE TOAND USABLE BY PEOPLE WITH DISABILITIES. REFER TO SHEET A1.04 FOR ADDITIONAL NOTES AND DIAGRAMS.THE FAIR HOUSING ACT DESIGN MANUAL IS BEING INCLUDED AS PART OF THE PROJECTS CONTRACT DOCUMENTS AND IS BEINGISSUED UNDER SEPARATE COVER.ALL MAIL BOXES TO MEET U.S. POSTAL SERVICE 4C-STD SYSTEMS:1. MAILBOX SUPPLIER TO VERIFY NUMBER OF MAILBOXES & PARCEL BOXES. FIELD VERIFY DIMENSIONS & PROVIDE SHOP DRAWINGSFOR REVIEW & APPROVAL.2. ALL TENANT COMPARTMENTS SHALL BE POSITIONED LESS THAN 48" FROM THE COMPARTMENT LOCK TO THE FINISHED FLOOR.3. NO PARCEL LOCKER (INTERIOR BOTTOM SHELF) SHALL BE POSITIONED LESS THAN 28" A.F.F.4. NO TENANT COMPARTMENT (INTERIOR BOTTOM SHELF) SHALL BE POSITIONED LESS THAN 28" A.F.F.5. THE USPS ARROW LOCK SHALL BE POSITIONED 36" - 48" A.F.F.6. REF. MANUFACTURER'S MANUAL FOR ROUGH OPENING REQUIREMENTS AND INSTALLATION INSTRUCTIONS FOR MULTI-UNIT USPS4C-STD HORIZONTAL MAILBOX MODULES.NOTE: REFER TO UNIT PLAN FOR LOCATION OFSINGLE OR DOUBLE ROD AND SHELF.(5) 16" FIXEDSHELVESSHELF & RODSHELF & RODT.B. @ 45"A.F.F. (REFPLAN FORLOCATION)T.P. @ 18"A.F.F. (REFPLAN FORLOCATION)MIRRORWOODBASE4" BACKSPLASHNOTE: AT COMMON AREAS MAX DEPTH OFCOUNTERTOPS 24" WHERE OUTLETS ANDSWITCHES ARE LOCATED ABOVE.LOCAL AMENDMENTSNYS 2016 UNIFORM CODE SUPPLEMENT CH. 1 & 3NYS 2016 UNIFORM CODE SUPPLEMENT CH. 1 & 5NYS 2016 UNIFORM CODE SUPPLEMENT CH. 1 & 4NYS 2016 UNIFORM CODE SUPPLEMENT CH. 1 & 7NYS 2016 UNIFORM CODE SUPPLEMENT CH. 1 & 82016 SUPPLEMENT TO THE NYS ENERGY CONSERVATIONCONSTRUCTION CODEAMENDMENTS TO ICC/ANSI A117.1 IN ACCORDANCE W/ CH.3-SECTIONS 8,9, 10 & 11 OR NYS 2016 UNIFORM CODE SUPPLEMENT.FINISH FLOOR :MOULDING :COUNTERTOPS :CPT - CARPET; VNL - VINYL; CT - CERAMIC TILEBASE MOULDING & DOOR MOULDING AS SPECIFIED.GRANITE SLAB WITH 4" BACKSPLASH AT KITCHEN &BATHROOMALL MILLWORK TO BE FACTORY FINISHED.WALL :CEILING :PAINT :LEVEL 3 PAINTED GYP. BOARD WITH SMOOTH FINISH GYPSUM(TYP. U.N.O)(INCLUDING EXTERIOR STORAGE AREAS & GARAGES)USE MOISTURE RESISTANT GYP. BOARD AT ALL PLUMBING WALLS.CEMENT TILE BACKER BOARD REQUIRED BEHIND ALL CERAMICTILE INCLUDING TUB & SHOWER SURROUNDS.SMOOTH GYPSUM TEXTURE (OWNER SELECTION)ALL WALLS & CEILINGS TO BE PAINTED LEVEL 3DOORS,CASINGS, BASE MOULDING- SEMI-GLOSSWALLS, CEILINGS - FLAT,BATHROOM, LAUNDRY, & KITCHEN WALLS & CEILINGS - SEMIGLOSSREFER TO PROJECT MANUAL FOR SCHEDULE.APPLICABLE CODES IN EFFECT FOR CITY OF ITHACA, NEW YORKCODE SUMMARYBUILDING - CODE SUMMARYCONSTRUCTION TYPEOCCUPANCY CLASSIFICATIONAUTOMATIC FIRE ALARM AND SPRINKLER SYSTEMAUTOMATIC FIRE ALARM AND SPRINKLER SYSTEMALLOWABLE AREA TABULATIONSNUMBER OF EXITS REQUIREDEXIT WIDTHSOCCUPANT LOADACTUAL AREA TABULATIONSSITE & PARKING TABULATIONSGENERAL NOTESCONSTRUCTION NOTESABBREVIATIONSABBREVIATION SYMBOLSTYPICAL INTERIOR PROFILES AND NOTESACCESSIBILITY COMPLIANCE NOTESLEGENDROOM FINISH SCHEDULEMAILBOX NOTESBATHCLOSET CLOSETKIT.KIT. PANTRY/LINEN CABINETBATHNONSEPARATED OCCUPANCIESOCCUPANCY SEPERATIONSFIRE PROTECTIONSPRINKLER CONTROL VALVESHIGH-RISE FIRE RESISTANCE RATING REDUCTIONALLOWABLE & ACTUAL BUILDING HEIGHTBUILDING - TABULATIONSUNIT TABULATIONSSITE TABULATIONSCONSTRUCTION DIAGRAM - SECTIONPLUMBING FIXTURE TABULATIONSBLDG 1 OCC. GROUPTotal AllowableBuilding Area(SF) w/ NFPA13 SprinklerBELOW-GRADE PARKING S-2 (1-B) UNLIMITEDGROUND LEVELLEASING B (1-B) UNLIMITEDASSEMBLY A-3 (I-B) UNLIMITEDLEVEL 2-8RESIDENTIAL R-2 (I-B) UNLIMITEDEXT. PATIO A-3 (I-B) UNLIMITEDBLDG 1 OCC. GROUPMAXIMUMALLOWABLEHEIGHT(FEET)MAXIMUMALLOWABLEHEIGHT(STORIES/TIERS)ACTUALHEIGHT*(FEET)ACTUALHEIGHT(STORIES/TIERS)BELOW-GRADE PARKING S-2 (1-B) UNLIMITED UNLIMITED 12'-0" 1 BASEMENTGROUND LEVELLEASING B (1-B) 180 12 17'-0" 1ASSEMBLY A-3 (I-B) 180 12 17'-0" 1LEVEL 2-8RESIDENTIAL R-2 (I-B) 180 12 101'-4" 8EXT. PATIO A-3 (I-B) 180 12 101'-4" 8Site Area: 33,062SF0.759GROSS ACRESBuilding Footprint: 23,562SFGross Floor Area: 162,639SFFAR: 4.92Density: 71.27% GFA/Site Area252.96 Units/AcreFLOORGROSS BLDGAREARETAILAMENITY /LEASINGMVP *PARKING/SERVICESMEP/STORAGETRASH/LOADINGGRSF * NRSF *Common Area/CirculationLEVEL B130,551 - - 545 27,005 2,302 698 - - -LEVEL 0121,042 10,048 8,195 724 - 1,490 - - - 584LEVEL 0223,562 - - 617 - 393 - 22,552 19,997 2,617LEVEL 0323,562 - - 617 - 393 - 22,552 19,997 2,617LEVEL 0423,562 - - 617 - 393 - 22,552 19,997 2,617LEVEL 0523,562 - - 617 - 393 - 22,552 19,997 2,617LEVEL 0623,562 - - 617 - 393 - 22,552 19,997 2,617LEVEL 0723,394 - - 620 - 392 - 22,382 19,832 2,618LEVEL 0821,435 - - 620 - 392 - 20,423 17,844 2,621TOTAL:214,232 10,048 8,195 5,594 27,005 6,541 698 155,565 137,661 18,908ROOM NAME AREA FUNCTION OF SPACEOCCUPANTLOAD FACTOROCCUPANTS(per IBC table 1004.1.2)TOTAL MALETOTAL FEMALE208 208INDOOR AMENITY - LEVEL 01 (OCCUPANCY TYPE: A1, A3)CLUBROOM1,608Assembly area1 per15 108CONFERENCE175Assembly area1 per1512E-LOUNGE223Assembly area1 per15 15LOBBY452Assembly area1 per15 31STUDY120Assembly area1 per15 8MANAGER OFFICE184 Business1 per1002FITNESS1,463Exercise Room1 per50 30YOGA564 Exercise Room1 per5012EXT. GREEN ROOFPLAZA2,967Assembly area1 per15 198TOTAL 416WATER CLOSETS LAVATORIESBATHTUBS/SHOWERSDRINKINGFOUNTAINSOTHERMALE FEMALEMALE FEMALEASSEMBLY (A1, A3)1 per 125 1 per 65 1 per 200 1 per 200 N/A 1 per 500 1 service sinkFIXTURES REQD.1.66 3.20 1.04 1.04 N/A 0.83 1FIXTURES PROV'D2 & 1 Urinal 3 3 3 N/A 1 1FLOOR Efficiency*LEVEL B1-LEVEL 01-LEVEL 0288.7%LEVEL 0388.7%LEVEL 0488.7%LEVEL 0588.7%LEVEL 0688.7%LEVEL 0788.6%LEVEL 0887.4%TOTAL:88.5%1.ALL STUD WALLS ARE DIMENSIONED 3 5/8" (ACTUAL) U.N.O.2.THE UNIT SEPARATION IS DIMENSIONED 6" UNLESS OTHERWISE NOTED.3.UNIT-TO-UNIT ASSEMBLIES MEET THE FOLLOWING: FLOOR/CEILING ASSEMBLIES ARE RATED AT STC 50 MIN. (EST.); WALLS SEPARATINGUNITS ARE RATED AT STC 50 MIN. (EST.). AS REQUIRED BY CODE.4.ALL PLUMBING WALLS EXCEPT AS NOTED SHALL BE FRAMED WITH 6 MTL STUDS (U.N.O.). REMAINING INTERIOR STUD WALLS SHALL BEFRAMED WITH 3 5/8" MTL STUDS UNLESS NOTED OTHERWISE ON UNIT PLANS.5.STUD SPACING SHALL BE AS FOLLOWS: REFER TO STRUCTURAL FRAMING PLANS FOR ALL STUD SIZING AND SPACING OR AS CODEREQUIRES.6.NOT USED7.ALL GYPSUM BOARD ASSEMBLIES TO ACHIEVE FIRE RESISTANCE RATINGS INDICATED ON DRAWINGS. ASTM C 368.ROOFING SHALL BE CLASS-A (MINIMUM).9.NOT USED10.ALL SILLS IN CONTACT WITH CONCRETE TO HAVE A CONTINUOUS SILL SEALER ON ENTIRE PERIMETER OF BUILDING.11.ALL HANDICAPPED RAMPS SHALL BE BROOM FINISHED PERPENDICULAR TO SLOPE. CONCTRACTOR MUST PROVIDE 0.8 SCOF ON ALLRAMPS. SLOPE RAMPS AT 1:12 (MAX.) REFER TO LANDSCAPE AND CIVIL DRAWINGS FOR DETAILS. ZERO TOLERANCE ALLOWED.12.CABINET, CASEWORK & MILLWORK SUPPLIER TO FIELD MEASURE AREA OF WORK AFTER FINISHES ARE APPLIED. NOTIFY ARCHITECT OFANY DISCREPANCIES PRIOR TO FABRICATION.13.CEMENT BACKER BOARD SHALL BE USED IN BOTH TUB AND SHOWER COMPARTMENTS, UNLESS NOTED OTHERWISE. ALL WET WALLSSHALL HAVE CEMENT BOARD PER CODE.14.IF FLOOR FINISH IS NOT SPECIFIED, ALL FLOORING IN A/C AREAS SHALL BE VINYL PLANK OR CARPET WITH PAD. VERIFY FINISH WITHARCHITECT.15.MAXIMUM FLAME SPREAD RATING ON ALL INTERIOR FINISH MATERIALS SHALL NOT EXCEED 20016.ALL EXPOSED MATERIALS FOR BALCONIES, SOFFITS, OVERHANGS, ETC, TO BE APPROVED EXTERIOR GRADE AND PER CODE17.SUBMIT ENGINEERED SHOP DRAWINGS FOR PREFABRICATED WALLS, FLOOR DECKS AND FOR THE FIRE SUPPRESSION SYSTEM TO THEARCHITECT FOR REVIEW PRIOR TO START OF GENERAL CONSTRUCTION.18.FRAMING AT WINDOWS AND DOORS SHALL BE ADEQUATE TO MINIMIZE MOVEMENT AND LESSEN CRACKING OF EXTERIOR MATERIALS(DOUBLE STUDS REQUIRED IN SOME LOCATIONS).19.ANY AND ALL PRECAUTIONS OVER AND ABOVE ANY SHOWN ON PLANS SHALL BE TAKEN BY CONTRACTOR TO MINIMIZE EXTERIORMATERIALS CRACKING.20.INSULATE ALL EXTERIOR WALLS W/ CONTINUOUS INSULATION PER WALL TYPE ON A1.05. R VALUE AS SHOWN ON DETAILS21.CORRISION RESISTANT FLASHING IS REQUIRED AT THE HEAD, SILL, AND JAMBS OF ALL WINDOWS, ROOF OPENINGS, AND THEINTERSECTION OF ROOF AND FRAME WALLS. SEALANT TO BE USED AT THE TOP AND SIDES TO GUARANTEE LEAK-PROOF CONSTRUCTION.22.ADD SEALANT TO ALL EXTERIOR JOINTS AROUND WINDOWS AND DOOR FRAMES, BETWEEN WALL PANELS, AND TO ALL PENETRATIONS ORUTILITIES THROUGH WALLS AND ROOFS. REF. TO LOCAL CODES (OR M.E.P.) FOR REQUIREMENTS.23.PROVIDE SELF-ADHEREING BITUTHENE AT HEAD, JAMB AND SILL OF ALL DOORS AND WINDOWS.24.WIND BRACE WALLS PER STRUCTURAL DRAWINGS OR AS REQUIRED BY CODE.25.TYPICAL STAIR RISER HEIGHT SHALL NOT EXCEED 7" PER IBC 2015 1011.5.2.26.SMOKE DETECTORS ARE REQUIRED AND SHALL CONFORM TO IBC 2015 907.2.11.2 AND LOCAL GOVERNMENTAL OR NATIONALREQUIREMENTS INCLUDING NUMBER, LOCATION, ETC.27.REFER TO STRUCTURAL DRAWINGS FOR ALL SHEAR WALL LOCATIONS, LENGTHS, AND NAILING PATTERNS.28.ALL PATIOS AND PORCHES TO SLOPE IN DIRECTION INDICATED ON FOUNDATION PLANS A TOTAL OF 2" FROM F.F., U.N.O..29.REFER TO STRUCTURAL FOR LINTEL SCHEDULE.30.REFER TO UNIT PLANS FOR LOCATION OF 6" WALLS. REFER TO STRUCTURAL DRAWINGS FOR UNUSUAL OR SPECIAL FRAMING CONDITIONS.31.MINIMUM GUTTER SIZE TO BE 6" WITH 3" X 4" DOWNSPOUT LEADERS OFF GUTTERS.32.INSTALL BLOCKING IN BATH AND KITCHEN WALL CAVITIES WHERE NEEDED TO SUPPORT CABINETS. PROVIDE ADEQUATE WOOD BLOCKINGBETWEEN STUDS FOR ATTACHMENT OF STAIR HANDRAILS, BALCONY GUARDRAILS, LIGHT FIXTURES, ETC. MINIMUM SIZE BLOCKING TO BE2X10.PROVIDE SOLID WOOD BLOCKING AT GRAB BARS AS INDICATED ON THE DRAWINGS.33.DOWNSPOUTS WILL TIE INTO A ROOF DRAIN SYSTEM AROUND BUILDING PERIMETER. RE: CIVIL.34.RAILING SUB-CONTRACTOR TO VERIFY POUND FORCE ON GUARD RAILING TO DETERMINE ADEQUATE NUMBER OF SUPPORT POSTS. NOMIDDLE SUPPORT PREFERRED.35.FLASHING SHALL BE INSTALLED AROUND ALL WINDOW AND ROOF OPENINGS. CAULK AND MAKE WEATHER-TIGHT.36.ALL TOWEL BARS AND TOILET PAPER HOLDERS ARE REQUIRED. PROPER BLOCKING IS REQUIRED FOR INSTALLATION.37.NOT USED38.INSULATE ALL TUB, SHOWER AND WASHER WALLS ON EXTERIOR AND COMMON WALLS PER PLANS.39.ALL DRYER VENT HOOKUP TO BE AT STANDARD HEIGHT. ALL EXHAUST HOODS SHALL BE MOUNTED ON EXT. WALLS AT CONSISTANTHEIGHTS.40.PROVIDE SOLID BLOCKING AND/OR DOUBLE JOISTS UNDER ALL PERPENDICULAR AND PARALLEL PARTITIONS AND AT FIREPLACE HEARTHAND STAIR OPENINGS.41.ALL WORK AND EQUIPMENT TO BE FULLY GUARANTEED FOR ONE (1) YEAR FROM DATE OF FINAL PAYMENT AND ACCEPTANCE.42.IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PERSONALLY INSPECT THE WORK IN PROGRESS, AND AS A WHOLE, ASSURINGHIMSELF THAT THE WORK ON ANY OR ALL OR PART OF THE PROJECT IS READY FOR PERIODIC AND/OR FINAL REVIEW, BEFORE CALLINGUPON THE ARCHITECT AND OWNER TO MAKE THEIR SITE/PROJECT OBSERVATION VISIT OF THE WORK.43.ALL UNITS SHALL HAVE DOOR VIEWER INSTALLED.44.NOT USED45.NOT USED46.NOT USED47.BATTS OR BLANKETS OF MINERAL OR GLASS FIBER OR OTHER APPROVED NONRIGID MATERIALS SHALL BE ALLOWED AS FIREBLOCKING INWALLS CONSTRUCTED USING PARALLEL ROWS OF STUDS OR STAGGERED STUDS.48.FIREBLOCKING SHALL BE PROVIDED IN CONCEALED SPACES OF STUD WALLS AND PARTITIONS, INCLUDING FURRED SPACES, AT THECEILING AND FLOOR LEVELS AND AT 10-FOOT INTERVALS BOTH VERTICAL AND HORIZONTAL.49.JOINTS INSTALLED IN OR BETWEEN FIRE-RESISTANCE-RATED WALLS, FLOOR OR FLOOR/CEILING ASSEMBLIES AND ROOFS ORROOF/CEILING ASSEMBLIES SHALL BE PROTECTED BY AN APPROVED FIRE-RESISTANT JOINT SYSTEM DESIGNED TO RESIST THE PASSAGEOF FIRE FOR A TIME PERIOD NOT LESS THAN THE REQUIRED FIRE-RESISTANCE RATING OF THE WALL, FLOOR, OR ROOF IN OR BETWEENWHICH IT IS INSTALLED.50.FIRE-RESISTANT JOINT SYSTEMS SHALL NOT BE REQUIRED FOR JOINTS IN ALL OF THE FOLLOWING LOCATIONS: FLOORS WITHIN A SINGLEDWELLING UNIT; FLOORS WHERE THE JOINT IS PROTECTED BY A SHAFT ENCLOSURE; FLOORS WITHIN OPEN PARKING STRUCTURES;MEZZANINE FLOORS; WALLS THAT ARE PERMITTED TO HAVE UNPROTECTED OPENINGS; ROOFS WHERE OPENINGS ARE PERMITTED;CONTROL JOINTS NOT EXCEEDING A MAXIMUM WIDTH OF 0.625 INCH AND TESTED IN ACCORDANCE WITH ASTM E 119.51.PROVIDE PLYWOOD PANELS IN ALL TELECOMMUNICATIONS ROOMS FOR MOUNTING OF EQUIPMENT.52.MANUAL PULL FIRE ALARM NOT REQUIRED.53.A MANUAL FIRE ALARM SYSTEM WILL BE INSTALLED IN RISER ROOMS.54.NOT USED55.ALL DWELLING UNITS MEET THE REQUIREMENTS OF THE 2015 IBC TYPE ‘B’ UNITS (PER NYS 2016 UNIFORM CODE SUPPLEMENT) AND THEFEDERAL FAIR HOUSING ACT.56.ALL BLDGS W / GARAGE OR FUEL BURNING APPLIANCES TO HAVE CARBON MONOXIDE DETECTORS IN UNITS.57.ALL TUB/SHOWER VALVES IN FIRE RATED WALLS ARE TO BE PROTECTED THE SAME FIRE RATING AS THE WALL.58.INSULATION FRICTION FIT NEEDS TO FIT SNUGLY. INSULATION SHOULD MECHANICALLY ADHERED TO THE TOP SO IT DOES NOT SAG.59.ALL PRIMARY STRUCTURAL FRAME MEMBERS TO BE INDIVIDUALLY WRAPPED IN FIRE RESISTANT ASSEMBLY.1.THE CONTRACTOR SHALL EXAMINE AND BECOME FAMILIAR WITH ALL CONTRACT DOCUMENTS IN THEIR ENTIRETY. SURVEY THEPROJECT AND BECOME FAMILIAR WITH THE EXISTING CONDITIONS AND SCOPE OF WORK. ALL COSTS SUBMITTED SHALL BE BASEDON THOROUGH KNOW- LEDGE OF ALL WORK AND MATERIALS REQUIRED. ANY DISCREPANCY AND/OR UNCERTAINTY AS TO WHATMATERIAL OR PRODUCT IS TO BE USED SHOULD BE VERIFIED WITH THE OWNER OR ARCHITECT.2.ALL CONSTRUCTION SHALL COMPLY WITH ALL APPLICABLE FEDERAL, LOCAL, AND STATE CODES AND AMENDMENTS3.ALL SITE WORK AND LANDSCAPING IS TO BE ESTABLISHED AND DESIGNED BY CIVIL AND LANDSCAPE ARCHITECT.4.THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES, ANDPROCEDURES REQUIRED FOR SAFE EXECUTION AND COMPLETION OF WORK, AND FOR INITIATING, MAINTAINING AND SUPERVISINGALL SAFETY PRECAUTIONS AND PROGRAMS IN CONNECTION WITH THE WORK.5.ANY ERRORS, OMMISIONS OR INCONSISTENCIES ON THESE DRAWINGS OR ANY VARIATIONS OR AMBIGUITIES BETWEEN THESEDRAWINGS AND ACTUAL SITE AND CONSTRUCTION CONDITIONS AND/OR REQUIREMENTS SHALL BE BROUGHT TO THE ATTENTIONOF THE ARCHITECT IN WRITING, IMMEDIATELY.6.IN THE EVENT A DISCREPANCY IS FOUND IN THE CONTRACT DOCUMENTS, THE OWNER AND ARCHITECT SHALL BE NOTIFIEDIMMEDIATELY.7.CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN THE FIELD AND NOTIFY THE ARCHITECT OF ANY DISCREPANCIES PRIOR TOCONSTRUCTION.8.CONTRACTOR SHALL VERIFY ALL MEASUREMENTS AT SITE AND BE RESPONSIBLE FOR ACCURACY AND CORRECTNESS OF SAME.9.CONTRACTOR SHALL COORDINATE HIS WORK WITH ALL OTHER TRADES. NOTIFY ARCHITECT OF ANY DISCREPANCIES PRIOR TOCONSTRUCTION.10.THESE DRAWINGS DO NOT CONTAIN COMPLETE SPECIFICATIONS, DETAILS AND INFORMATION REQUIRED FOR THE INTERIORFINISHES OF THE PROJECT. ADDTIONAL INFORMATION SHALL BE OBTAINED FROM THE OWNER.11.STORE MATERIALS IN SPACES DESIGNATED BY OWNER.12.REMOVE RUBBISH FROM PREMISES AS OFTEN AS NECESSARY OR AS DIRECTED TO MAINTAIN CLEAN AND SAFE PROJECT.13.ALL WORK AND EQUIPMENT SHALL BE CLEANED TO THE SATISFACTION OF THE OWNER BEFORE TURNING SAME OVER TO OWNER.14.SHOP DRAWINGS SHALL BE SUBMITTED TO THE ARCHITECT AND OWNER FOR REVIEW PRIOR TO ORDERING, FABRICATION ANDINSTALLATION FOR ANY EQUIPMENT.15.THE OWNER SHALL PAY ALL FEES, GIVE ALL NOTICES, FILE ALL NECESSARY DRAWINGS AND OBTAIN ALL PERMITS ANDCERTIFICATES OR APPROVAL REQUIRED IN CONNECTION WITH ALL WORK UNDER THESE CONTRACT DOCUMENTS. HE OR SHESHALL COMPLY WITH ALL LAWS, ORDINANCES, RULES AND REGULATIONS OF ALL AUTHORITIES HAVING JURISDICTION.16.THERE SHALL BE NO DEVIATION FROM SPECIFICATIONS WITHOUT THE WRITTEN APPROVAL OF THE OWNER AND ARCHITECT, OROWNER, ARCHITECT AND ENGINEER.17.THE OWNER SHALL EMPLOY AN APPROVED TESTING LABORATORY TO MAKE ALL TESTS FOR CONCRETE, SOIL COMPACTION,WELDING OF STEEL, SHEER NAILING, AND ROOFING TO INSURE COMPLIANCE WITH PLANS, STANDARDS AND CODES. ALSO PROVIDEWRITTEN RESULTS TO ARCHITECT FOR THEIR REVIEW.18.DRYWALL INSTALLATION SHALL BE IN CONFORMANCE WITH THE GYPSUM ASSOCIATION'S RECOMMENDED PRACTICES FORTHICKNESS, NAILING, TAPING AND CORRECT STUD SPACING.19.NOT USED20.THE CONTRACTOR SHALL VERIFY THE SIZE, LOCATION, OPENINGS AND CHARACTERISTICS OF ALL WORK AND EQUIPMENT TO BEFURNISHED BY THE OWNER OR OTHERS WITH THE MANUFACTURER OR SUPPLIER BEFORE STARTING ANY CONSTRUCTIONRELATED TO SAID WORK AND/OR EQUIPMENT.21.ALL MATERIALS SHALL BE NEW AND OF PREFERRED DOMESTIC MANUFACTURE AND SHALL BE INSTALLED IN STRICTCONFORMANCE WITH MANUFACTURER'S INSTRUCTIONS AND/OR RECOMMENDATIONS UNLESS INDICATED OTHERWISE IN THEDRAWINGS AND SPECIFICATIONS. ANY CONFLICT FOUND BETWEEN MANUFACTURER'S INSTRUCTIONS AND THE DRAWINGS ORSPECIFICATIONS SHOULD BE BROUGHT TO THE ATTENTION OF THE OWNER/ARCHITECT PRIOR TO INSTALLATION.22.NOT USED23.REFER TO MEP AND LANDSCAPE DRAWINGS FOR EXTERIOR SITE LIGHTING.24.REFER TO CIVIL AND LANDSCAPE DRAWINGS FOR LOCATION OF SIDEWALKS AND DETAILS.25.REFER TO CIVIL AND LANDSCAPE DRAWINGS FOR LOCATION OF FENCES, POOL, RETAINING WALLS AND DETAILS.26.DO NOT SCALE DRAWINGS. ALL DIMENSIONS ARE TO FACE OF STUD.27.CONTROL JOINT MINIMUM SPACING OF 20'-0" O.C. EACH WAY OR AS RECOMMENDED BY A.C.I.28.LOCATION OF MECHANICAL UNITS ARE APPROXIMATE. INSTALL PER MANUFACTURER'S REQUIREMENTS.29.REFER TO CIVIL DRAWINGS FOR DIMENSIONAL CONTROL PLAN AND ROUGH GRADING.30.REFER TO CIVIL DRAWINGS FOR FIRE HYDRANT LOCATIONS.31.REFER TO CIVIL AND MEP AND LANDSCAPE DRAWINGS FOR TRANSFORMER LOCATIONS. (TO BE VERIFIED WITH LOCAL UTILITYSERVICE.)32.REFER TO CIVIL DRAWINGS FOR CURB CUTS.33.REFER TO MEP DRAWINGS FOR LOCATION OF ELECTRICAL AND GAS METERS.34.CONTRACTOR TO VERIFY WITH ARCHITECT FOR ANY CHASE AREA NOT SHOWN ON DRAWINGS. ALL SHOP DRAWINGS TO BESUBMITTED FOR APPROVAL PRIOR TO ORDERING ANY EQUIPMENT.35.ALL EXISTING WORK OR LANDSCAPING NOT SHOWN TO BE ALTERED OR REMOVED SHALL BE PROTECTED FROM DAMAGE DURINGCONSTRUCTION. THE CONTRACTOR SHALL BEAR THE TOTAL EXPENSE FOR AND SHALL REPAIR, TO EXISTING CONDITION, ANYDAMAGE TO EXISTING CONSTRUCTION, EQUIPMENT OR IMPROVEMENTS NOT INDICATED IN THE DRAWINGS OR SPECIFICATIONS TORECEIVE ALTERATIONS, ADDITIONS OR REMOVAL.36.THE CONTRACTOR SHALL BEAR THE TOTAL EXPENSE FOR AND SHALL REPAIR TO EXISTING CONDITION, ANY DAMAGE TO EXISTINGUNDERGROUND UTILITIES, PIPING, CONDUIT OR EQUIPMENT.37.SPECIFIED PRODUCTS HAVE BEEN USED IN PREPARING THE CONTRACT DOCUMENTS TO ESTABLISH MINIMUM QUALITIES.38.TO HAVE A MINIMUM RATED 2A:10B:C FIRE EXTINGUISHER WITHIN A 75-FOOT TRAVEL DISTANCE AND MOUNTED ON THE WALL OR INCABINETS SUCH THAT THE TOP IS NO MORE THAN 5-FEET ABOVE FLOOR LEVEL. REFER TO THE BUILDING PLANS FOR LOCATIONS.ONE FIRE EXTINGUISHER TO BE PROVIDED IN EACH UNIT OF BUILDING TYPE I & II.39.THE CONTRACTOR MUST PROVIDE ALL REQUIRED RATINGS FOR FIRE-RESISTIVE TENANT SEPARATION WALLS, FLOOR/CEILINGASSEMBLIES, IN ACCORDANCE WITH THE LATEST EDITION OF THE GOVERNING CODE AND LOCAL CODES.40.(SCOF) SHALL BE A MINIMUM OF 0.1 FOR ALL RAMPS AND ALL ACCESSIBLE ROUTES (SIDEWALKS) 0.8 TO AVOID SLIPPERY FOOTING.41.THE CONTRACTOR SHALL VERIFY ALL ROUGH OPENINGS.42.CONTRACTOR TO PROVIDE MOCK-UP PANEL WITH ALL EXTERIOR MATERIALS, WINDOWS, ROOFING AND PAINT COLORS SHOWN.43.THE BOTTOM 10 INCHES OF ALL DOORS EXCEPT SLIDING DOORS SHALL HAVE A SMOOTH, UNINTERRUPTED SURFACE TO ALLOWTHE DOOR TO BE OPENED BY A WHEELCHAIR FOOTREST WITHOUT CREATING A TRAP OR HAZARDOUS CONDITION.44.EVERY EXIT WAY OR CHANGE OF DIRECTION IN A EXIT CORRIDOR SHALL BE MARKED WITH WELL-LIGHTED EXIT SIGNS HAVINGLETTERS OF AT LEAST 5 INCHES IN HEIGHT.45.SUBMITTAL DOCUMENTS FOR DEFERRED SUBMITTAL ITEMS SUCH AS SPRINKLER SYSTEM, ELEVATOR, ETC. SHALL BE SUBMITTEDTO THE ARCHITECT OR ENGINEER WHO SHALL REVIEW THEM AND FORWARD THEM TO THE BUILDING OFFICIAL WITH A NOTATIONTHAT THE DEFERRED SUBMITTAL DOCUMENTS HAVE BEEN REVIEWED AND THAT THEY HAVE BEEN FOUND TO BE IN GENERALCONFORMANCE WITH THE DESIGN OF THE BUILDING. THE DEFERRED SUBMITTAL ITEMS SHALL NOT BE INSTALLED UNTIL THEIRDESIGN AND SUBMITTAL DOCUMENTS HAVE BEEN APPROVED BY THE BUILDING OFFICIAL. REFER TO IBC SECTION 106.3.4.2.46.ANY FIRE PROTECTION PLANS SHALL BE SUBMITTED AS A DEFERRED SUBMITTAL..47.ALL WALL PENETRATIONS SHALL BE HORIZONTALLY ALIGNED AT EACH FLOOR LEVEL.48.PROTRUDING OBJECTS ARE PROHIBITED ALONG ALL CIRCULATION PATHS INCLUDING ACCESSIBLE ROUTES AND STAIRS. AMAXIMUM PROJECTION OF 4" FOR OBJECTS GREATER THAN 27" ABOVE FLOOR IS ALLOWED. ANY PROTRUDING OBJECTS THATEXTEND GREATER THAN 4" MUST BE MOUNTED WITH THEIR BOTTOM EDGE AT 80" A.F.F.GRID LINE REF. TAGAX.XX1SIMDETAIL / ENLARGEDPLAN CALLOUT TAG01tWINDOW / STOREFRONTTAG; REF. A2.02101COMMON AREA DOORTAG; REF. A2.011AX.XXSIM1/ A101BUILDING SECTION TAGSIM1AX.XXWALL / DETAILSECTION TAGEXTERIORELEVATION TAGXXPARTITION WALL TAG;REF. A1.05FINISH FLOORELEVATION; REF. CIVILROOMROOM NAME TAGUNIT A#AX.XX0000UNIT TYPESHEET CALLOUTADDRESS NUMBER100'-0"PROPERTY LINESETBACK LINE?ELEVATION KEYNOTE;REF. KEYNOTELEGENDLEVEL / ELEVATION TAGElevationNameT.O.D.TOP OF DECKT.O.P.TOP OF PLATET.O.S.TOP OF SLABF.F.FINISH FLOORCMU WALLCAST-IN-PLACECONCRETE WALL3 HR FIREWALL2 HR FIRE BARRIER1 HR FIRE BARRIER1 HR FIRE PARTITION ATCORRIDOR & UNITSEPERATION7'-0"ROLL-INSHOWER6'-6"STANDARDSHOWER7'-0"HAND-HELD SHOWER HEAD;PROVIDE BLOCKING FORADJUSTABLE SLIDE BARSHOWER HEAD; ATSIDE WALL60" CLR.3'-6"1'-8"2'-11"2'-2"6"GRAB BARS UPON REQUEST;PROVIDE BLOCKINGCONTROLS ATLONG SIDETILE SURROUNDTILE SURROUNDSHOWER BASESHOWER SEATUPON REQUEST;PROVIDE BLOCKINGSTANDARDTUB/SHOWERSHOWER HEAD; ATSIDE WALLTILE SURROUND112' - 0"Level 01129' - 0"Level 02139' - 4"Level 03100' - 0"Level B1149' - 8"Level 04160' - 0"Level 05170' - 4"Level 06180' - 8"Level 07191' - 0"Level 08201' - 4"Roof Level211' - 4"Stair OverrunWITH HIGH-RISE REDUCTION AT RATED ASSEBMLIES TO II-ATYPE I-BTYPE I-BPRIMARY STRUCT. FRAME:2 HR(COLUMNS & BEAMS: SPRAY APPLIED CEMENTITIOUTS FIREPROOFING,INTUMESCENT PAINT, OR GYPSUM)SURROUND AS SCHEDULEDEXTERIOR BEARING WALLS:2 HRINTERIOR BEARING WALLS:2 HRFLOOR/CEILING:2 HRCEILING/ROOF:1 HRPRIMARY STRUCT. FRAME:1 HR(COLUMNS & BEAMS: SPRAY APPLIED CEMENTITIOUTS FIREPROOFING,INTUMESCENT PAINT, OR GYPSUM SURROUND AS SCHEDULED)EXTERIOR BEARING WALLS:1 HRINTERIOR BEARING WALLS:1 HRFLOOR/CEILING:1 HRCEILING/ROOF:1 HRISSUE FOR PRICING / BIDDING:DRAWN BY:AOR:The architectural works depictedherein are the sole property ofHumphreys & Partners UrbanArchitecture, L.P. and may not beconstructed or used without its expresswritten permission. No permission tomodify or reproduce any of thearchitectural works, including withoutlimitation the e construction of anybuilding, is expressed or should beimplied from delivery of preliminarydrawings or unsealed constructiondrawings. Permission to construct thebuilding depicted in sealedconstruction drawings is expresslyconditioned on the full and timelypayment of all fees otherwise dueHumphreys & Partners Architects, L.P.and, in the absence of any writtenagreement to the contrary, is limited toa one-time use One he site indicatedon these plans.HUMPHREYS & PARTNERSURBAN ARCHITECTURE, L.P.5339 ALPHA ROAD * SUITE 300* DALLAS, TX 75240T: (972) 701-9636 F: (972) 701-9639DALLAS * NEWPORT BEACH * NEW ORLEANS *ORLANDO * CHENNAI * MONTEVIDEOCopyright 2017 - Humphreys & Partners Urban Architecture, L.P.All Rights ReservedISSUE FOR PERMIT APPLICATION:ISSUE FOR CONSTRUCTION:DESIGNED BY:PLOT DATEwww.humphreys.comSHEET CONTENTSSHEET NUMBERSCALE---As indicatedA1.02GENERALNOTES &SYMBOLSNEWMAN DEVELOPMENT GROUPCITY CENTREBH16077PERMIT ISSUE (07/10/2017)SBMCITHACA, NY07/10/201707/10/2017UNIT TABULATIONS - OVERALLUNIT NAME UNIT TYPEUNITCOUNT NET AREA BED COUNT TOTAL AREA% BREAK-DOWN1 Bed StudioUNIT E1 1br/1ba 21 508 SF 21 10673 SF 10.9%UNIT E1-Alt1 1br/1ba 12 508 SF 12 6099 SF 6.3%33 33 16772 SF 17.2%1 BedroomUNIT A1 1br/1ba 50 606 SF 50 30313 SF 26.0%UNIT A2 1br/1ba 35 691 SF 35 24199 SF 18.2%UNIT A2-Alt1 1br/1ba 14 687 SF 14 9624 SF 7.3%UNIT A2-Alt2 1br/1ba 7 684 SF 7 4786 SF 3.6%UNIT A3 1br/1ba/1den 4 763 SF 4 3050 SF 2.1%UNIT A4 1br/1ba 2 807 SF 2 1614 SF 1.0%UNIT A5 1br/1ba 7 725 SF 7 5072 SF 3.6%UNIT A6 1br/1ba/1den 1 936 SF 1 936 SF 0.5%120 120 79593 SF 62.5%2 BedroomUNIT B1 2br/2ba 7 969 SF 14 6780 SF 3.6%UNIT B2 2br/2ba 7 866 SF 14 6065 SF 3.6%UNIT B3 2br/2ba 5 973 SF 10 4863 SF 2.6%UNIT B5 2br/2ba 7 1103 SF 14 7724 SF 3.6%UNIT B6 2br/2ba 7 1136 SF 14 7949 SF 3.6%UNIT B7 2br/2ba 6 1319 SF 12 7915 SF 3.1%39 78 41297 SF 20.3%UNIT TABULATIONS - PER LEVELLevelUnit CountTotal BedCountTotal AreaLevel 2 28 34 19997 SFLevel 3 28 34 19997 SFLevel 4 28 34 19997 SFLevel 5 28 34 19997 SFLevel 6 28 34 19997 SFLevel 7 28 33 19832 SFLevel 8 24 28 17844 SF192 231 137662 SF 100.0%GRAND TOTAL:COMPACT SPACE - 8'x15' 18HANDICAP SPACE - 9'x18' 2STANDARD SPACE - 9'x18' 50PARKING GARAGE TOTAL: 70PARKING TABULATIONSPARKING GARAGE - LEVEL B1REQUIRED PARKING - NONEHANDICAP SPACE - 8'-6"x19'-6" 1STANDARD SPACE - 8'-6"x19'-6" 2GRADE PARKING TOTAL: 3PARKING AT GRADE - LEVEL 01PARKING PROVIDED - 73 SPACESPARKING GARAGE - LEVEL B1BICYCLE SPACE 50* VARIOUS BIKE PARKING SPACES PROVIDED ATGRADE; REF. LANDSCAPE DRAWINGSREVISION SCHEDULENO: DATE: DESCRIPTION: 60"60"60"36"12"12"36"24"36"24"60" MIN.40" MIN.30" MIN.24"MAX OFFSET24"MAX OFFSET9"6" 17"-25"30" MIN.9"11"25" MAX.30" MIN.8" MIN.27" MIN.60" MIN.56" MIN.15" MIN19" MAX18"60" MIN.66" MIN.18" 18"36" CLEAR36" CLEAR18"32" MIN.60"48"12"32" MIN. 32" MIN.24"42"48"24"42"32" MIN.12"54" MIN.32" MIN. 36"32" MIN.60"48"32" MAX.38" MIN.24"MIN12"MIN36" MIN12"MAX38" MIN.32" MAX.42" MIN.15" MIN. TO48" MAX.7-9"54" MIN.38" MIN.32" MAX.24" MIN.6" MAX.48" MIN.6" MAX.6" MAX.38" MIN.32" MAX.38" MIN. 18"MIN.1" MAX.6" MIN.12" 12"33"-36"52" MIN.12" 42" MIN.33"-36"15" MIN. TO48" MAX.24" MIN.33"-36"12" 24" 24"33"-36"12"8"-10"3-6"18"MIN.4"MAX.36" IF SPACEPERMITS7-9"48" MAX15" MIN38" MIN.32" MAX.24" MIN.6" MAX.48" MIN.6" MAX.6" MAX.38" MIN.24" MIN.32" MAX.38" MIN. 18"MIN.1" MAX.6" MIN.12"MAX38" MIN.32" MAX.42" MIN.15" MIN. TO48" MAX.7-9"54" MIN.32" MAX.38" MIN.24"MIN12"MIN36" MIN32" MAX.38" MIN.18" MIN16"MIN16"MIN56" MIN.48" MIN.24" MIN. 18"* 15"18"40" MIN.60" MIN.24"MAX OFFSET24"MAX OFFSET12" FHA 36"MIN.24"25 1/2"1/4" MAX.1/4" MAX.1/2" MAX.1/4" MAX.32" MAX.30" MAX.preferred38" MIN.32" MAX.30" MAX.preferred38" MIN.32" MAX.30" MAX.preferred38" MIN.30"38"8"30"38"24"17" MIN.19" MAX.3"- 6"18"MIN.3"-6"18"MIN.4"MAX.33"-36"18"33"-36"24"30"38"36" CLEAR36" CLEAR32" MIN.32" MIN.1CLEAR FLOOR SPACE3TYPE A AND B UNITS: KITCHEN OUTLETS4TYPE A AND B UNITS: PANELBOARD REQUIREMENTS6TYPE B UNIT BATHROOM ELEMENTS9OPTIONAL GRAB BAR / SEAT INSTALLATION LOCATIONS8UNIT DOOR CLEARANCES7TYPE B UNIT KITCHEN ELEMENTS11TYPE A* UNIT BATHROOM ELEMENTS13TYPE A UNIT KNEE AND TOE CLEARANCES14TYPE *A UNIT KITCHEN AND LAUNDRY ELEMENTS15UNIT REACH RANGE AND TURNING SPACE2HEIGHT LIMITATIONSTYPE A AND B UNITS: DOOR THRESHOLD5TYPE B UNIT GRAB BARREINFORCING LOCATIONS10TYPE *A UNIT GRAB BAR / SHOWER SEATREINFORCING LOCATIONS12DOOR CLEARANCES FOR ALL UNIT DOORSFOR USER PASSAGEK-3423WELLWORTHTOILETSVITREOUS CHINA K-3423WELLWORTHTOILETSVITREOUS CHINA K-3423WELLWORTHTOILETSVITREOUS CHINA MAX.MIN.MIN.IF CLOSER& LATCH48" WHERECLOSER IS PROVIDED48" WHERE BOTHCLOSER AND LATCHARE PROVIDED54" WHERECLOSER IS PROVIDEDPROVIDEDIFCLOSER& LATCHPROVIDEDALT. 54" WITH 42"PAST LATCH SIDE21ACCESSIBILITY DIAGRAMS FOR TYPE 'A' AND TYPE 'B' ANSI DWELLING UNITS PER 2015 IBC (AS ADOPTED BY NEW YORK STATE), 1998 FAIR HOUSING ACT & ICC/ANSI A117.1-2009NOTE: COVERED DWELLING UNITS SHALL COMPLY WITH THE 2015 INTERNATIONAL BUILDING CODE (AS ADOPTED BY NEW YORKSTATE), THE 1998 FAIR HOUSING ACT AND ICC/ANSI A117.1-2009, WHICHEVER IS MORE STRINGENT.ACCESSIBILITY NOTESNOTE:ALL ROOMS KITCHENS SERVED BY AN ACCESSIBLE ROUTESHALL PROVIDE A WHEELCHAIR TURNING SPACE OF 60" INDIAMETER. AN ALTERNATE T-SHAPED SPACE MAY BEPROVIDED. REFER TO ICC/ANSI A117.1-2009 FOR SPECIFICREQUIREMENTS. TURNING SPACES ARE NOT REQUIRED INBATHROOMS THAT ARE NOT REQUIRED TO COMPLY. UNLESSSPECIFIED OTHERWISE, DOORS SHALL BE PERMITTED TOSWING INTO WHEELCHAIR TURNING SPACES.REACH RANGES:1. WHERE A FORWARD REACH IS UNOBSTRUCTED, THE HIGHFORWARD REACH SHALL BE 48" MAX. AND THE LOWFORWARD REACH SHALL BE 15" MIN. ABOVE THE FLOOR.2. WHERE A HIGH FORWARD REACH IS OVER ANOBSTRUCTION, THE CLEAR FLOOR SPACE SHALL EXTENDBENEATH THE ELEMENT FOR A DISTANCE NOT LESS THANTHE REQUIRED REACH DEPTH OVER THE OBSTRUCTION. THEHIGH FORWARD REACH SHALL BE 48" MAX. WHERE THEREACH DEPTH IS 20" MAX. WHERE THE REACH DEPTHEXCEEDS 20", THE HIGH FORWARD REACH SHALL BE 44" MAX.AND THE REACH DEPTH SHALL BE 25" MAX.3. WHERE A CLEAR FLOOR SPACE ALLOWS A PARALLELAPPROACH TO AN ELEMENT AND THE SIDE REACH ISUNOBSTRUCTED, THE HIGH SIDE REACH SHALL BE 48" MAX.AND THE LOW SIDE REACH SHALL BE 15" MIN. ABOVE THEFLOOR.4. WHERE A CLEAR FLOOR SPACE ALLOWS A PARALLELAPPROACH TO AN OBJECT AND THE HIGH SIDE IS OVER ANOBSTRUCTION, THE HEIGHT OF THE OBSTRUCTION SHALL BE34" MAX. AND THE DEPTH OF THE OBSTRUCTION SHALL BE 24"MAX. THE HIGH SIDE REACH SHALL BE 48" MAX. FOR A REACHDEPTH OF 10" MAX. WHERE THE REACH DEPTH EXCEEDS 10",THE HIGH SIDE REACH SHALL BE 46" MAX. FOR A REACHDEPTH OF 24" MAX.T-TURN48"30"30"48"48"30"48"WORK SURFACE NOTES:1. A CLEAR FLOOR SPACE, POSITIONED FORFORWARD APPROACH TO THE WORK SURFACE, SHALLBE PROVIDED. KNEE AND TOE CLEARANCE SHALL BEPROVIDED.2. CABINETRY SHALL BE PERMITTED TO BE ADDEDUNDER THE WORK SURFACE, PROVIDED SUCHCABINETRY CAN BE REMOVED WITHOUT REMOVAL ORREPLACEMENT OF THE WORK SURFACE, THE FLOORFINISH EXTENDS UNDER SUCH CABINETRY, AND THEWALLS BEHIND AND SURROUNDING CABINETRY AREFINISHED.3. THE WORK SURFACE SHALL BE 34 INCHES MAX.ABOVE THE FLOOR.4. THERE SHALL BE NO SHARP OR ABRASIVESURFACES UNDER THE WORK SURFACE COUNTERS.30"48"48"30"LAUNDRY EQUIPMENT NOTES:1. ALL CONTROLS AND OPERATING MECHANISMS,INCLUDING DOORS, LINT SCREENS, DETERGENT ANDBLEACH COMPARTMENTS, SHALL BE ACCESSIBLE.2. OPERABLE PARTS SHALL BE PLACED WITHIN ONEOR MORE OF THE REACH RANGES.3. OPERABLE PARTS SHALL BE OPERABLE WITH ONEHAND AND SHALL NOT REQUIRE TIGHT GRASPING,PINCHING, OR TWISTING OF THE WRIST. THE FORCEREQUIRED TO ACTIVATE OPERABLE PARTS SHALL BE 5LB. MAX.4. FRONT LOAD APPLIANCES TO BE INSTALLED ATRESIDENT'S REQUEST TO COMPLY WITH REACH RANGEREQUIREMENTS.5. FOR FRONT LOADING MACHINES, THE CENTERLINEOF THE CLEAR FLOOR SPACE SHALL BE OFFSET 24"MAX FROM THE CENTER OF THE DOOR OPENING30"48"KITCHEN SINK NOTES:1.A CLEAR FLOOR SPACE POSITIONED FOR A FORWARDAPPROACH SHALL TO THE SINK SHALL BE PROVIDEDAND SHALL PROVIDE KNEE AND TOE CLEARANCE.2.CABINETRY SHALL BE PERMITTED TO BE ADDEDUNDER THE SINK, PROVIDED SUCH CABINETRY CAN BEREMOVED WITHOUT REMOVAL OR REPLACEMENT OFTHE SINK, THE FLOOR FINISH EXTENDS UNDER SUCHCABINETRY, AND THE WALLS BEHIND ANDSURROUNDING CABINETRY ARE FINISHED.3.THE SINK AND SURROUNDING COUNTER SHALL BE 34INCHES MAX. ABOVE THE FLOOR, MEASURED TO THEHIGHER OF THE FIXTURE RIM OR THE COUNTERSURFACE.4.THE DEPTH OF THE SINK BOWL SHALL BE 6 1/2 INCHESMAX. MULTIPLE-COMPARTMENT SINKS SHALL HAVE ATLEAST ONE COMPARTMENT COMPLYING WITH THISREQUIREMENT.5.FAUCETS SHALL BE OPERABLE WITH ONE HAND ANDSHALL NOT REQUIRE TIGHT GRASPING, PINCHING, ORTWISTING OF THE WRIST. THE FORCE REQUIRED TOACTIVATE OPERABLE PARTS SHALL BE 5 LBS. MAX.6.WATER SUPPLY AND DRAIN PIPES UNDER SINKS SHALLBE INSULATED OR OTHERWISE CONFIGURED TOPROTECT AGAINST CONTACT. THERE SHALL BE NOSHARP OR ABRASIVE SURFACES UNDER SINKS.48"CLEAR FLOOR SPACE AT KITCHEN SINK FORFORWARD APPROACHCLEAR FLOOR SPACE AT WASHER/DRYERCLEAR FLOOR SPACE AT KITCHEN WORKSURFACEIN KITCHENS WITH COUNTERS, APPLIANCES, OR CABINETS ONTHREE CONTIGUOUS SIDES, CLEARANCE BETWEEN ALLOPPOSING BASE CABINETS, COUNTERTOPS, APPLIANCES, ORWALLS WITHIN KITCHEN WORK AREAS SHALL BE 60" MIN.30"36" WHERE PARTOF A T-TURN30"36" WHERE PART OF AT-TURNCLEARANCE BETWEEN ALL OPPOSING BASE CABINETS,COUNTER TOPS, APPLIANCES, OR WALLS WITHINKITCHEN WORK AREAS SHALL BE 40" MIN. ONLY IF AT-TURN SPACE IS PROVIDED.FRONTLOADINGTOPLOADINGNOTE: RANGE SHALL HAVE FRONT CONTROLS.CLEAR FLOOR SPACE AT RANGE PARALLELAPPROACH ONLYCLEAR FLOOR SPACE AT REFRIGERATORPARALLEL APPROACH. FORWARD APPROACHONLY ALLOWED PER FHACABINET NOTES: A CLEAR FLOOR SPACE, POSITIONEDFOR A PARALLEL OR FORWARD APPROACH TO THEKITCHEN CABINETS, SHALL BE PROVIDED.CLEAR FLOOR SPACE AT DISHWASHERFORWARD OR PARALLEL APPROACHNOTE: THE DISHWASHER DOOR IN THE OPENPOSITION SHALL NOT OBSTRUCT THE CLEARFLOOR SPACE FOR THE DISHWASHER OR SINK.TOECLEARANCEELEVATIONTOE CLEARANCE PLAN KNEE CLEARANCEELEVATIONKNEE CLEARANCE PLAN30"48"30"LAVATORY NOTES:1. THE FRONT OF LAVATORIES SHALL BE 34 INCHES MAX.ABOVE THE FLOOR MEASURED TO THE HIGHER OF THE FIXTURERIM OR COUNTER SURFACE.2. FAUCETS SHALL BE OPERABLE WITH ONE HAND AND SHALLNOT REQUIRE TIGHT GRASPING, PINCHING, OR TWISTING OFTHE WRIST. THE FORCE REQUIRED TO ACTIVATE OPERABLEPARTS SHALL BE 5 LBS. MAX.3. SINKS SHALL BE 6 1/2 INCHES DEEP MAX.4. WATER SUPPLY AND DRAIN PIPES UNDER LAVATORIESSHALL BE INSULATED OR OTHERWISE CONFIGURED TOPROTECT AGAINST CONTACT. THERE SHALL BE NO SHARP ORABRASIVE SURFACES UNDERNEATH.5. CABINETRY SHALL BE PERMITTED TO BE ADDED UNDER THELAVATORY, PROVIDED SUCH CABINETRY CAN BE REMOVEDWITHOUT REMOVAL OR REPLACEMENT OF THE LAVATORY, THEFLOOR FINISH EXTENDS UNDER SUCH CABINETRY, AND THEWALLS BEHIND AND SURROUNDING CABINETRY ARE FINISHED.6. MIRRORS ABOVE LAVATORIES SHALL HAVE THE BOTTOMEDGE OF THE REFLECTING SURFACE 40 INCHES MAX. ABOVETHE FLOOR.7. LAVATORIES LOCATED IN THE CLEAR FLOOR SPACE OF ATUB OR TOILET MUST BE ACCESSIBLE PER ICC/ANSI A117.1SECTION 606.8. WHERE KNEE SPACE IS REQUIRED AS PART OF A CLEARFLOOR SPACE, THE KNEE CLEARANCE SHALL BE 11" DEEP MIN.AT 9" AFF AND 8" DEEP MIN. AT 27" AFF.BATHTUB NOTES:1. CONTROLS, OTHER THAN DRAIN STOPPERS, SHALL BEPROVIDED ON AN END WALL, LOCATED BETWEEN THE BATHTUBRIM AND GRAB BAR, AND BETWEEN THE OPEN SIDE OF THEBATHTUB AND THE MIDPOINT OF THE WIDTH OF THE BATHTUB.2. A HAND SHOWER WITH A HOSE 59 INCHES MINIMUM INLENGTH, THAT CAN BE USED AS BOTH A FIXED SHOWER HEADAND AS A HAND SHOWER, SHALL BE PROVIDED. THE HANDSHOWER SHALL HAVE A CONTROL WITH A NONPOSITIVESHUT-OFF FEATURE. AN ADJUSTABLE-HEIGHT HAND SHOWERMOUNTED ON A VERTICAL BAR SHALL BE INSTALLED SO AS TONOT OBSTRUCT THE USE OF GRAB BARS.3. BATHTUB ENCLOSURES SHALL NOT OBSTRUCT CONTROLSOR TRANSFER FROM WHEELCHAIRS INTO BATHTUBS. THEYSHALL NOT HAVE TRACKS ON THE RIM OF THE BATHTUB.4. BATHTUBS SHALL DELIVER WATER THAT IS 120 DEGREES FMAXIMUM.5. COUNTER TOPS & CABINETRY SHALL BE PERMITTED AT THECONTROL END OF THE CLEARANCE, PROVIDED SUCH COUNTERTOPS & CABINETRY CAN BE REMOVED AND THE FLOOR FINISHEXTENDS UNDER SUCH CABINETRY.CLEAR FLOORSPACE AT BATHTUBWATER CLOSET NOTE:HAND OPERATED FLUSHCONTROLS SHALL HAVEOPERABLE PARTS ANDSHALL BE LOCATED ONTHE OPEN SIDE OF THEWATER CLOSET.MIN.CLEAR FLOOR SPACEAT WATER CLOSETCLEAR FLOOR SPACE ATLAV FOR FORWARDAPPROACHCLEAR FLOOR SPACEAT WATER CLOSETLENGTH OFTUB36"48"CLEAR FLOORSPACE AT SHOWERFROM FRONT ON PUSH SIDE FROM LATCH ON PUSH SIDE FROM HINGE ON PUSH SIDEFROM FRONT ON PULL SIDE FROM LATCH ON PULL SIDETWO DOORS IN A SERIES SHALL BE 48" MIN. PLUS THE WIDTHOF ANY DOOR SWINGING INTO THE SPACE. DOORS SHALLSWING EITHER IN THE SAME DIRECTION OR AWAY FROM SPACEBETWEEN DOORS.FROM HINGE ON PULL SIDENOTE:1. BLOCKING MATERIAL SHALL BE OF WOOD2X12 LUMBER OR OTHER MATERIAL CAPABLEOF SUPPORTING A MIN. LOAD OF 250 LBS.2. ALL COVERED UNITS SHALL HAVEBLOCKING INSTALLED IN ALL BATHROOMS ASSHOWN.3. IT IS RECOMMENDED TO ALLOW AN EXTRA2 INCHES AT THE SIDES AND BOTTOM OF ALLREINFORCING LOCATION DIMENSIONS FORGREATER EASE OF FUTURE GRAB BARINSTALLATION.SIDE WALLREAR WALLFOOT BACKHEADSIDE WALLREAR WALLFOOTHEADMIN.MIN.MAX. MIN. MAX. MIN.MAX.*GRAB BARS TO BEINSTALLED UPONRESIDENT REQUEST*HEADFOOTBACK GRAB BARSAT TUBCONTROL AREA48"30"48"30"C.L.PROVISIONS APPLY TO PANELBOARDSWITHIN THE UNIT AND FOR OCCUPANT USE.FOOTBACKHEADSIDE WALLREAR WALLREAR WALLAT SWINGUPNOTE:1. BLOCKING MATERIALSHALL BE OF WOOD 2X12LUMBER OR OTHERMATERIAL CAPABLE OFSUPPORTING A MIN. LOADOF 250 LBS.2. ALL COVERED UNITSSHALL HAVE BLOCKINGINSTALLED IN ALLBATHROOMS AS SHOWN.3. IT IS RECOMMENDEDTO ALLOW AN EXTRA 2INCHES AT THE SIDESAND BOTTOM OF ALLREINFORCING LOCATIONDIMENSIONS FORGREATER EASE OFFUTURE GRAB BARINSTALLATION.4. WHERE WALL SPACEWILL NOT PERMIT A 36"REAR GRAB BAR, THEREAR GRAB BAR SHALLBE PERMITTED TO BE 24"MINIMUM IN LENGTHCENTERED ON THEWATER CLOSET.5. WHERE A SIDE WALLIS NOT AVAILABLE FOR A42" GRAB BAR,REINFORCEMENT FOR ASIDE WALL GRAB BAR 24"MINIMUM IN LENGTH,LOCATED 12" MAXIMUMFROM THE REAR WALLSHALL BE PROVIDED6. WHERE A SIDE WALLIS NOT AVAILABLE FOR A42" GRAB BAR,REINFORCEMENT FOR ASWING UP GRAB BARSHALL BE PERMITTED7. INSTALL FLUSHCONTROL ON OPEN SIDEOF WATER CLOSET.30"48"30"60"30"BATHROOM NOTES:1. IN TYPE B DWELLING UNITS,BATHROOM FIXTURES SHALL COMPLYWITH EITHER "OPTION A" OR "OPTION B".2. IF "OPTION A" IS CHOSEN, ALLFIXTURES IN ALL BATHROOMS SHALLCOMPLY WITH THE DIAGRAMS ASNOTED.3. IF "OPTION B" IS CHOSEN, ONE OFEACH TYPE OF FIXTURE PROVIDEDSHALL COMPLY WITH THE DIAGRAMS ASNOTED.MIN.48"48"60"30"48"ALLOW FOR FUTURE FOLD-DOWN GRABBAR ON 18" CLEAR SIDE WHEN NO SIDEWALL EXISTS.*18" EXACTLY FROM SIDE WALL; 18" MIN.FROM A BATHTUB.FORWARD APPROACH - CLEAR FLOOR SPACE AT BATHTUB AT OPTION A ONLYPARALLEL APPROACH - CLEAR FLOOR SPACE AT BATHTUB AT OPTION A OR B BATHCFS AT LAV FOR PARALLELAPPROACH AT OPTION A OR B BATHOPTION B LAV. AT MAX. 34" TO RM.CLEAR FLOOR SPACE ATTOILET AT OPTION A OR B BATH66" MIN. FOR FORWARDAPPROACH48"60"30"48"30"48"48"30"48"30" 30"48"30"48"30"CLEAR FLOOR SPACEAT KITCHEN SINK FORPARALLEL APPROACHCLEAR FLOORSPACE AT RANGECLEAR FLOOR SPACE ATDISHWASHER *CLEAR FLOORSPACE MUST BE PROVIDEDCLEAR OF DISHWASHER DOORSWING.CLEARANCE BETWEEN ALL OPPOSINGBASE CABINETS, COUNTER TOPS,APPLIANCES, OR WALLS WITHIN KITCHENWORK AREAS SHALL BE 40" MIN.48"CLEAR FLOOR SPACEAT REFRIGERATORCLEAR FLOORSPACE ATWASHER/DRYERIN KITCHENS WITH COUNTERS,APPLIANCES, OR CABINETS ON THREECONTIGUOUS SIDES, CLEARANCEBETWEEN ALL OPPOSING BASECABINETS, COUNTERTOPS, APPLIANCES,OR WALLS WITHIN KITCHEN WORK AREASSHALL BE 60" MIN.30"48"FRONT LOADINGTOP LOADING30"48"48"30"CLEAR1. CONTRACTOR TO INSTALL SLIDING DOOR WITH REQUIRED OPENING WIDTH2. ENSURE ANY STOPS OR HARDWARE DO NOT RESTRICT OR PROTRUDE INTOREQUIRED CLEAR WIDTH.3. WHERE SLIDING DOORS ARE IN THE FULLY OPEN POSITION, OPERATINGHARDWARE SHALL BE EXPOSED AND USABLE FROM BOTH SIDES.EXTERIOR SLIDING GLASS OR BYPASSDOOR FOR FULL USER PASSAGEBI-FOLDIN OPEN POSITION30"48"APPLIANCELOCATE OUTLET12" FROM FACE OFPROTRUDINGAPPLIANCECLCORNER OUTLET WITHOUT OBSTRUCTION CORNER OUTLET AT PROTRUDING APPLIANCETYPE A: KITCHEN OUTLETS MUST MEET REACH RANGES OVER ANYCONSTRUCTION 24" MAXIMUM DEEP AND 34" MAXIMUM HEIGHT30"48"APPLIANCEOUTLET @46" MAX. AFFCL1. ALL DOORWAYS WITHIN TYPE A AND TYPE B UNITSINTENDED FOR USER PASSAGE MUST COMPLY WITH THEDIAGRAM PICTURED ON THE LEFT.2. THRESHOLDS AT EXTERIOR SLIDING GLASS DOORS SHALLBE PERMITTED TO BE 3/4 INCH HIGH MAX. PROVIDED THEYARE BEVELED WITH A SLOPE NOT GREATER THAN 1:2.3. IN TYPE B UNITS ONLY, WHERE EXTERIOR DECK, PATIO ORBALCONY SURFACES ARE IMPERVIOUS, THE FINISHEDEXTERIOR IMPERVIOUS SURFACE SHALL BE 4" MAX. BELOWTHE FLOOR LEVEL OF THE ADJACENT INTERIOR SPACES OFTHE UNIT.48"30"52"FOR TOLERANCE32"MIN. 30" X 48" CLEAR FLOOR SPACE REQUIRED. PROVIDE32" X 52" CLEAR FLOOR SPACE FOR FIELD TOLERANCESAND FINISHES.FOR TOLERANCEDOORTHRESHOLDFHA + ANSITYPE BANSI TYPE AELECTRICAL PANELBOARDCONTROLS FOROPTION B BATHOPTION AACCESSIBLELAVATORY PERICC/ ANSI A117.1FORWARDAPPROACH ONLYALLOWED PER FHA30"48"CLEAR FLOOR SPACE AT SHOWERSIDEBACKHEADCONTROL WALLBACK WALLSEAT WALLBACK WALLCONTROL WALLSEAT WALLDWELLING UNITSALL UNITS TO BE TYPE 'B' WITH AMENDMENTS AS BASED ONAMENDMENTS TO ICC/ANSI A117.1 IN ACCORDANCE W/ CH.3-SECTIONS 8,9, 10 & 11 OR NYS 2016 UNIFORM CODE SUPPLEMENT.ACCESSIBLE ROUTE:1. THE ACCESSIBLE PRIMARY ENTRANCE SHALL BE ON AN ACCESSIBLE ROUTE FROM PUBLIC AND COMMON AREAS.2. AT LEAST ONE ACCESSIBLE ROUTE SHALL CONNECT ALL SPACES AND ELEMENTS THAT ARE A PART OF THE UNIT. ANACCESSIBLE ROUTE SHALL HAVE A CLEAR WIDTH OF 36" MIN. ALL ROOMS SERVED BY AN ACCESSIBLE ROUTE SHALLPROVIDE A 60" WHEELCHAIR TURNING SPACE EXCEPT FOR BATHROOMS NOT REQUIRED TO COMPLY. A TURNING SPACE ISNOT REQUIRED WITHIN CLOSETS OR PANTRIES THAT ARE 48" MAXIMUM IN DEPTH.3. ACCESSIBLE ROUTES SHALL CONSIST OF ONE OR MORE OF THE FOLLOWING ELEMENTS: FLOOR OR GROUND SURFACESWITH A SLOPE NOT STEEPER THAN 1:20, DOORS / DOORWAYS, RAMPS, ELEVATORS, AND WHEELCHAIR (PLATFORM) LIFTS.4. WHERE CHANGES IN ELEVATION OF GREATER THAN 1/2" BUT LESS THAN 12" EXIST IN THE MEANS OF EGRESS, SLOPEDSURFACES SHALL BE USED. CHANGES IN LEVEL OF 1/4" HIGH MAX. SHALL BE PERMITTED TO BE VERTICAL. CHANGES INLEVEL BETWEEN 1/4" HIGH MIN. AND 1/2" HIGH MAX. SHALL BE BEVELED WITH A SLOPE NOT STEEPER THAN 1:2.THRESHOLDS AT EXTERIOR SLIDING DOORS SHALL BE PERMITTED TO BE 3/4" HIGH MAX. PROVIDED THEY ARE BEVELEDWITH A SLOPE NOT GREATER THAN 1:2.DOORS:1. THE PRIMARY ENTRANCE DOOR TO THE DWELLING UNIT, AND ALL OTHER DOORWAYS INTENDED FOR USER PASSAGE,SHALL PROVIDE A CLEAR WIDTH OF NOT LESS THAN 32". CLEAR OPENINGS OF DOORWAYS WITH SWINGING DOORS SHALLBE MEASURED BETWEEN THE FACE OF THE DOOR AND THE STOP, WITH THE DOOR OPEN 90 DEGREES. OPENINGS MORETHAN 24" DEEP SHALL PROVIDE A CLEAR OPENING OF 36" MIN. THERE SHALL BE NO PROJECTIONS INTO THE CLEAROPENING WIDTH LOWER THAN 34 INCHES AFF. PROJECTIONS INTO THE CLEAR OPENING WIDTH BETWEEN 34 INCHES AND 80INCHES AFF SHALL NOT EXCEED 4 INCHES. THRESHOLDS, IF PROVIDED, AT DOORWAYS SHALL BE 1/2 INCH HIGH MAX.WHERE A THRESHOLD IS OVER 1/4 INCH HIGH, AT LEAST HALF OF THE HEIGHT OF THE THRESHOLD SHOULD BE BEVELED.2. ALL DOORS INTENDED FOR USER PASSAGE (EXCEPT CLOSETS LESS THAN 48" IN WIDTH) SHALL HAVE MANEUVERINGCLEARANCES AS INDICATED ON THIS SHEET.3. DOOR CLOSERS SHALL BE ADJUSTED SO THAT FROM AN OPEN POSITION OF 90 DEGREES, THE TIME REQUIRED TO MOVETHE DOOR TO AN OPEN POSITION OF 12 DEGREES SHALL BE 5 SECONDS MIN. DOOR SPRING HINGES SHALL BE ADJUSTEDSO THAT FROM THE OPEN POSITION OF 70 DEGREES, THE DOOR SHALL MOVE TO THE CLOSED POSITION IN 1.5 SEC. MIN.4. THE FORCE FOR PUSHING OR PULLING OPEN DOORS, OTHER THAN FIRE DOORS, SHALL BE 5.0 LBS. MAX. FOR INTERIORHINGED DOORS AND 5.0 LBS. MAX. FOR SLIDING OR FOLDING DOORS. THESE FORCES DO NOT APPLY TO THE FORCEREQUIRED TO RETRACT LATCH BOLTS OR DISENGAGE OTHER DEVICES THAT HOLD THE DOOR IN A CLOSED POSITION.5. HANDLES, PULLS, LATCHES, LOCKS, AND OTHER OPERABLE PARTS ON ALL ACCESSIBLE DOORS SHALL HAVE A SHAPETHAT IS EASY TO GRASP WITH ONE HAND AND DOES NOT REQUIRE TIGHT GRASPING, PINCHING, OR TWISTING OF THE WRISTTO OPERATE. OPERABLE PARTS OF SUCH HARDWARE SHALL BE 34" MIN. AND 48" MAX. AFF. WHERE SLIDING DOORS ARE INTHE FULLY OPEN POSITION, OPERATING HARDWARE SHALL BE EXPOSED AND USABLE FROM BOTH SIDES.6. DOOR SURFACES WITHIN 10" OF THE FLOOR MEASURED VERTICALLY SHALL BE A SMOOTH SURFACE ON THE PUSH SIDEEXTENDING THE FULL WIDTH OF THE DOOR EXCEPT SLIDING DOORS.TOILET AND BATHING FACILITIES:1. AT LEAST ONE TOILET AND BATHING FACILITY MUST COMPLY HAVING AT LEAST ONE LAVATORY, WATER CLOSET, ANDEITHER A BATHTUB OR SHOWER. REFER TOICC/ANSI A117.1-2009 FOR SHOWER REQUIREMENTS WHEN A SHOWER IS THEONLY BATHING FACILITY IN THE ACCESSIBLE BATHROOM.2. DOORS SHALL NOT SWING INTO THE CLEAR FLOOR SPACE OR CLEARANCE FOR ANY FIXTURE EXCEPT WHEN A CLEARFLOOR SPACE OF 30" BY 48" IS PROVIDED WITHIN THE ROOM BEYOND THE ARC OF THE DOOR SWING.3. LAVATORIES SHALL COMPLY WITH SECTION 606 OF ICC/ANSI A117.1. CABINETRY SHALL BE PERMITTED UNDER THELAVATORY PROVIDED THE CABINETRY CAN BE REMOVED WITHOUT REMOVAL OR REPLACEMENT OF THE LAV, THE FLOORFINISH EXTENDS UNDER THE CABINETRY, AND THE WALLS BEHIND AND SURROUNDING THE CABINETRY ARE FINISHED.4. THE WATER CLOSET SHALL BE POSITIONED WITH A WALL TO THE REAR AND TO ONE SIDE. THE CENTERLINE OF THEWATER CLOSET SHALL BE 16" MINIMUM AND 18" MAXIMUM FROM THE SIDE WALL.5. REINFORCEMENT SHALL BE PROVIDED IN WALLS TO PERMIT THE FUTURE INSTALLATION OF GRAB BARS.6. MIRRORS SHALL HAVE THE BOTTOM EDGE OF THE REFLECTING SURFACE 40" MAXIMUM AFF.KITCHENS AND APPLIANCES:1. A CLEAR FLOOR SPACE OF 30" BY 48" POSITIONED FOR PARALLEL OR FORWARD APPROACH SHALL BE PROVIDED AT EACHKITCHEN APPLIANCE AND KITCHEN SINK.2. A CLEAR FLOOR SPACE, POSITIONED FOR FORWARD OR PARALLEL APPROACH, SHALL BE POSITIONED BEYOND THE SWINGOF THE DISHWASHER DOOR.WINDOWS:WHERE OPERABLE WINDOWS ARE PROVIDED, AT LEAST ONE WINDOW IN EACH SLEEPING, LIVING, OR DINING SPACE SHALLHAVE OPERABLE PARTS. EACH REQUIRED OPERABLE WINDOW SHALL HAVE OPERABLE PARTS. ACCESSIBLE CONTROLS SHALLBE AT MAX. 48" HIGH.STORAGE FACILITIES (OTHER THAN KITCHEN CABINETS):1. A CLEAR FLOOR SPACE OF 30" BY 48", POSITIONED FOR EITHER PARALLEL OR FORWARD APPROACH, SHALL BE PROVIDEDAT EACH STORAGE FACILITY.2. A PORTION OF THE STORAGE AREA OF EACH STORAGE FACILITY SHALL ACCOMMODATE A FORWARD REACH OR SIDEREACH WITH THE REQUIRED REACH RANGES (48" AFF).3. STORAGE FACILITIES SHALL HAVE OPERABLE PARTS.OPERABLE PARTS:LIGHTING CONTROLS, ELECTRICAL PANELBOARDS, ELECTRICAL SWITCHES AND RECEPTACLE OUTLETS, ENVIRONMENTALCONTROLS, AND USER CONTROLS FOR SECURITY OR INTERCOM SYSTEMS SHALL COMPLY WITH CLEAR FLOOR SPACE ANDHEIGHT REQUIRMENTS EXCEPT RECEPTACLES SERVING A DEDICATED USE, FLOOR ELECTRICAL RECEPTACLES, HVACDIFFUSERS, CONTROLS OR SWITCHES MOUNTED ON APPLIANCES, CONTROLS MOUNTED ON CEILING FANS, AND RESETBUTTONS AND SHUT-OFFS SERVING APPLIANCES, PIPING AND PLUMBING FIXTURES. WHERE TWO OR MORE RECEPTACLEOUTLETS ARE PROVIDED IN A KITCHEN ABOVE A LENGTH OF COUNTER TOP THAT IS UNINTERRUPTED BY A SINK OR APPLIANCE,ONE RECEPTACLE OUTLET SHALL NOT BE REQUIRED TO COMPLY. WITHIN KITCHENS AND BATHROOMS, LIGHTING CONTROLS,ELECTRICAL SWITCHES AND RECEPTACLE OUTLETS ARE PERMITTED TO BE LOCATED OVER CABINETS WITH COUNTER TOPS 36"MAX IN HEIGHT AND 25 1/2" MAX IN DEPTH.1. OPERABLE PARTS SHALL BE PLACED WITHIN ONE OR MORE OF THE REACH RANGES AND SHALL BE OPERABLE WITH ONEHAND AND SHALL NOT REQUIRE TIGHT GRASPING, PINCHING OR TWISTING OF THE WRIST. THE FORCE REQUIRED TOACTIVATE OPERABLE PARTS SHALL BE 5 LB. MAX.2. ALL UNITS WITH COMM. FEATURES AS REQUIRED BY CODE.ACCESSIBLE COMMUNICATION FEATURES:1. WHERE PROVIDED, UNIT SMOKE DETECTION SHALL INCLUDE AUDIBLE NOTIFICATION COMPLYING WITH NFPA 72.2. WHERE A BUILDING FIRE ALARM SYSTEM IS PROVIDED, THE SYSTEM WIRING SHALL BE EXTENDED TO A POINT WITHIN THEUNIT IN THE VICINITY OF THE UNIT SMOKE DETECTION SYSTEM.3. VISIBLE NOTIFICATION APPLIANCES, WHERE PROVIDED WITHIN THE UNIT AS PART OF THE UNIT SMOKE DETECTIONSYSTEM OR THE BUILDING FIRE ALARM SYSTEM, SHALL COMPLY WITH NFPA 72, BE POWERED BY A COMMERCIAL LIGHT ANDPOWER SOURCE, BE PERMANENTLY CONNECTED TO THE WIRING OF THE PREMISES ELECTRIC SYSTEM, AND BEPERMANENTLY INSTALLED.4. ALL VISIBLE NOTIFICATION APPLIANCES PROVIDED WITHIN THE UNIT FOR SMOKE DETECTION NOTIFICATION SHALL BEACTIVATED UPON SMOKE DETECTION. ALL VISIBLE NOTIFICATION APPLIANCES PROVIDED WITHIN THE UNIT FOR BUILDINGFIRE ALARM NOTIFICATION SHALL BE ACTIVATED UPON ACTIVATION OF THE BUILDING FIRE ALARM IN THE PORTION OF THEBUILDING CONTAINING THE UNIT. THE SAME VISIBLE NOTIFICATION APPLIANCES SHALL BE PERMITTED TO PROVIDENOTIFICATION OF UNIT SMOKE DETECTION AND BUILDING FIRE ALARM ACTIVATION BUT SHALL NOT BE USED FOR ANYOTHER PURPOSES WITHIN THE UNIT.5. A HARD-WIRED ELECTRIC DOORBELL SHALL BE PROVIDED. A BUTTON / SWITCH SHALL BE PROVIDED ON THE PUBLIC SIDEOF THE UNIT PRIMARY ENTRANCE. ACTIVATION OF THE BUTTON OR SWITCH SHALL INITIATE AN AUDIBLE TONE WITHIN THEUNIT.6. A MEANS FOR VISUALLY IDENTIFYING A VISITOR WITHOUT OPENING THE UNIT ENTRY DOOR SHALL BE PROVIDED.PEEPHOLES, WHERE USED, SHALL PROVIDE A MIN. 180-DEGREE RANGE OF VIEW.7. WHERE A SYSTEM PERMITTING VOICE COMMUNICATION BETWEEN A VISITOR AND THE OCCUPANT OF THE UNIT ISPROVIDED AT A LOCATION OTHER THAN THE UNIT ENTRY DOOR, THE PUBLIC OR COMMON-USE SYSTEM INTERFACE SHALLINCLUDE THE CAPABILITY OF SUPPORTING VOICE AND TTY COMMUNICATION WITH THE UNIT INTERFACE. THE UNIT SYSTEMINTERFACE SHALL INCLUDE A TELEPHONE JACK CAPABLE OF SUPPORTING THE SAME FUNCTIONS. WHERE ACLOSED-CIRCUIT COMMUNICATION SYSTEM IS PROVIDED, THE PUBLIC OR COMMON-USE SYSTEM INTERFACE SHALLPROVIDE THE SAME CAPABILITIES AS THE VOICE COMMUNICATION SYSTEM AND THE UNIT SYSTEM INTERFACE IN UNITSREQUIRED TO HAVE ACCESSIBLE COMMUNICATION FEATURES SHALL BE THE SAME AS THE VOICE COMMUNICATION SYSTEMREQUIRED IN UNITS.CONTROLS:1. ELECTRICAL OUTLETS SHALL BE 15" MIN. HIGH AFF TO THE CENTERLINE OF LOWEST OUTLET AND KITCHEN COUNTERTOPOUTLETS SHALL BE 46" MAX. TO THE HIGHEST CENTERLINE OF OUTLET OVER COUNTERTOPS. COUNTERTOP OUTLETS TO BEMIN. 36" FROM INSIDE CORNER OF L OR U SHAPED KITCHENS.2. IN U-SHAPED OR L-SHAPED KITCHENS, COUNTERTOPS OUTLETS TO BE MINIMUM 36" FROM INSIDE CORNER (MIN. ONE LEG).3. THERMOSTAT SHALL BE MOUNTED 48" MAX. HIGH TO HIGHEST CONTROLS, WHICH MAY BE ON TOP.4. ANY OTHER ENVIRONMENTAL CONTROLS SUCH AS PULL-CORDS AT CEILING FANS SHALL BE LOCATED WITHIN 48" MAX.HIGH REACH RANGE.GRAB BARS:1. WHEN INSTALLED, GRAB BARS WITH A CIRCULAR CROSS SECTION SHALL HAVE AN OUTSIDE DIAMETER OF 1 1/4" MIN. AND2" MAX.2. WHEN USING PRE-MANUFACTURED SHOWER OR TUB ENCLOSURES, ENSURE SURFACE MODULATIONS (SOAP LEDGES,MOLDED CONTOURS, ETC.) DO NOT INTERFERE WITH THE REQUIRED 1 1/2" CLEARANCE FROM THE FACE OF THE GRAB BAR.THIS SHEET IS FOR REFERENCE USE ONLY. ACTUAL CONSTRUCTION SHALL COMPLY WITH ALL APPLICABLE CODES. IN THECASE OF A DISCREPANCY, THE ADOPTED CODES AND ENFORCED LAWS TAKE PRECEDENCE.DIMENSIONS NOTED AS MINIMUM OR MAXIMUM ORCLEAR DIMENSIONS ARE TO FINISH MATERIALS.* ALL UNITS - AT LEAST ONE TOILET AND BATHING FACILITY MUST COMPLY HAVING AT LEAST ONE LAVATORY,WATER CLOSET, AND EITHER A BATHTUB OR SHOWER BASED ON AMENDMENTS TO ICC/ANSI A117.1 INACCORDANCE NYS 2016 UNIFORM CODE SUPPLEMENT.* ALL UNITS - AT LEAST ONE WATER CLOSET & SHOWER OR BATH MUST COMPLYBASED ON AMENDMENTS TOICC/ANSI A117.1 IN ACCORDANCE NYS 2016 UNIFORM CODE SUPPLEMENT.* ALL UNITS - TYPE 'A' ANSI KITCHEN REQUIREMENTS EXCLUDED FROM 2015 IBC AS ADOPTED BY NYS BASE ON AMENDMENTS TO ICC/ANSI A117.1 IN ACCORDANCE NYS 2016 UNIFORM CODE SUPPLEMENT.ISSUE FOR PRICING / BIDDING:DRAWN BY:AOR:The architectural works depictedherein are the sole property ofHumphreys & Partners UrbanArchitecture, L.P. and may not beconstructed or used without its expresswritten permission. No permission tomodify or reproduce any of thearchitectural works, including withoutlimitation the e construction of anybuilding, is expressed or should beimplied from delivery of preliminarydrawings or unsealed constructiondrawings. Permission to construct thebuilding depicted in sealedconstruction drawings is expresslyconditioned on the full and timelypayment of all fees otherwise dueHumphreys & Partners Architects, L.P.and, in the absence of any writtenagreement to the contrary, is limited toa one-time use One he site indicatedon these plans.HUMPHREYS & PARTNERSURBAN ARCHITECTURE, L.P.5339 ALPHA ROAD * SUITE 300* DALLAS, TX 75240T: (972) 701-9636 F: (972) 701-9639DALLAS * NEWPORT BEACH * NEW ORLEANS *ORLANDO * CHENNAI * MONTEVIDEOCopyright 2017 - Humphreys & Partners Urban Architecture, L.P.All Rights ReservedISSUE FOR PERMIT APPLICATION:ISSUE FOR CONSTRUCTION:DESIGNED BY:PLOT DATEwww.humphreys.comSHEET CONTENTSSHEET NUMBERSCALE--- 1/4" = 1'-0"A1.03ACCESSIBILITY -DWELLINGUNITSNEWMAN DEVELOPMENT GROUPCITY CENTREBH16077PERMIT ISSUE (07/10/2017)SBMCITHACA, NY07/10/201707/10/2017REVISION SCHEDULENO: DATE: DESCRIPTION: 1. MEANS OF EGRESS:THE MEANS OF EGRESS SHALL COMPLY WITH THE INTERNATIONAL BUILDING CODE. EXCEPTION: WHERE MEANS OF EGRESS AREPERMITTED BY LOCAL BUILDING OR LIFE SAFETY CODES TO SHARE A COMMON PATH OF EGRESS TRAVEL, ACCESSIBLE MEANS OFEGRESS SHALL BE PERMITTED TO SHARE A COMMON PATH OF EGRESS TRAVEL.2. SITE ACCESSIBILITY: (REF. TO 206)AT LEAST ONE ACCESSIBLE ROUTE SHALL BE PROVIDED WITHIN THE SITE FROM ACCESSIBLE PARKING SPACES AND ACCESSIBLEPASSENGER LOADING ZONES; PUBLIC STREETS AND SIDEWALKS; AND PUBLIC TRANSPORTATION STOPS TO THE ACCESSIBLE BUILDINGENTRANCE THEY SERVE. AT LEAST 60 PERCENT OF ALL PUBLIC ENTRANCES SHALL COMPLY WITH 404 (DOORS, DOORWAYS, ANDGATES).3. ACCESSIBLE ROUTE: (REF. TO 402 AND DETAIL 3 THIS SHEET)ACCESSIBLE ROUTES SHALL CONSIST OF ONE OR MORE OF THE FOLLOWING COMPONENTS: WALKING SURFACES WITH A RUNNINGSLOPE NOT STEEPER THAN 1:20, DOORWAYS, RAMPS, CURB RAMPS, ELEVATORS, AND PLATFORM LIFTS. AT LEAST ONE ACCESSIBLEROUTE SHALL CONNECT ACCESSIBLE BUILDINGS, ACCESSIBLE FACILITIES, ACCESSIBLE ELEMENTS, AND ACCESSIBLE SPACES THATARE ON THE SAME SITE. THE CROSS SLOPE OF WALKING SURFACES SHALL NOT BE STEEPER THAN 1:48. THE MINIMUM CLEAR WIDTHOF AN ACCESSIBLE ROUTE SHALL BE 36".EXCEPTION: THE CLEAR WIDTH SHALL BE PERMITTED TO BE REDUCED TO 32 IN. MIN. FOR ALENGTH OF 24 IN. MAX. PROVIDED THAT REDUCED WIDTH SEGMENTS ARE SEPARATED BY SEGMENTS THAT ARE 48 IN. MIN. LONG AND36 IN. MIN. WIDE. AN ACCESSIBLE ROUTE WITH A CLEAR WIDTH LESS THAN 60 IN. SHALL PROVIDE PASSING SPACES AT INTERVALS OF200 FEET MAX. PASSING SPACES SHALL BE EITHER A SPACE 60 IN. MIN. BY 60 IN. MIN.; OR AN INTERSECTION OF TWO WALKINGSURFACES PROVIDING A T-SHAPED SPACE AS SHOWN IN DETAIL 2 (THIS SHEET). ON AN ACCESSIBLE ROUTE, CHANGES IN LEVELGREATER THAN 1:20 SHALL BE RAMPED, AND COMPLY WITH 405 (RAMPS) OR 406 (CURB RAMPS).4. PROTRUDING OBJECTS: (REF. TO 307 AND DETAIL 4 THIS SHEET)OBJECTS WITH THEIR LEADING EDGES BETWEEN 27" AND 80" A.F.F. SHALL PROTRUDE NO MORE THAN 4" MAX. INTO THE CIRCULATIONPATH. ELEMENTS LOCATED ON CIRCULATION PATHS, INCLUDING OPERABLE ELEMENTS, MUST COMPLY WITH REQUIREMENTS FORPROTRUDING OBJECTS. FREE-STANDING OBJECTS MOUNTED ON POSTS OR PYLONS MAY OVERHANG CIRCULATION PATHS 12" MAX.WHEN LOCATED 27 IN. MIN. AND 80 IN. MAX. ABOVE THE GROUND OR A.F.F. WHERE A SIGN OR OTHER OBSTRUCTION IS MOUNTEDBETWEEN POSTS OR PYLONS AND THE CLEAR DISTANCE BETWEEN THE POSTS OR PYLONS IS GREATER THAN 12 IN., THE LOWESTEDGE OF SUCH SIGN OR OBSTRUCTION SHALL BE 27 IN. MAX., OR 80 IN. MIN. A.F.F. VERTICAL CLEARANCE SHALL BE 80 IN. HIGH MIN.GUARDRAILS OR OTHER BARRIERS SHALL BE PROVIDED WHERE THE VERTICAL CLEARANCE IS LESS THAN 80 IN. HIGH. THE LEADINGEDGE OF SUCH GUARDRAIL OR BARRIER SHALL BE LOADED 27 IN.MAX. A.F.F.5. GROUND AND FLOOR SURFACES: (REF. TO 302 AND DETAIL 5 THIS SHEET)•GROUND AND FLOOR SURFACES SHALL BE STABLE, FIRM, AND SLIP-RESISTANT.•VERTICAL- CHANGES IN LEVEL OF 1/4" MAX. IN HEIGHT SHALL BE PERMITTED TO BE VERTICAL.•BEVELED - CHANGES IN LEVEL BETWEEN 1/4" IN. HIGH MIN. AND 1/2 IN. HIGH MAX. SHALL BE BEVELED WITH A SLOPE NOTSTEEPER THAN 1:2. CHANGES IN LEVEL EXCEEDING 1/2 IN. HEIGHT MUST COMPLY WITH 405 (RAMPS) OR 406 (CURB RAMPS).•CARPET OR CARPET TILE SHALL BE SECURELY ATTACHED AND SHALL HAVE A FIRM CUSHION, PAD, OR BACKING OR NO CUSHIONOR PAD. PILE HEIGHT SHALL BE 1/2 IN. MAX. EXPOSED EDGES OF CARPET SHALL BE FASTENED TO FLOOR SURFACES AND SHALLHAVE TRIM ON THE ENTIRE LENGTH OF THE EXPOSED EDGE. EDGE TRIM SHALL COMPLY WITH 303 (CHANGES IN LEVEL).6. MANEUVERING CLEARANCES AT DOORS: (REF. TO 404 AND DETAIL 6 THIS SHEET)•MANUAL DOORS AND DOORWAYS AND MANUAL GATES INTENDED FOR USER PASSAGE SHALL COMPLY WITH DETAIL 6 (404.2).•MANEUVERING CLEARANCES SHALL EXTEND THE FULL WIDTH OF THE DOORWAY AND THE REQUIRED LATCH SIDE OR HINGE SIDECLEARANCE.•THRESHOLDS AT DOORWAYS SHALL BE 1/2 IN. HIGH MAX. RAISED THRESHOLDS AND CHANGES IN LEVEL AT DOORWAYS SHALLCOMPLY WITH 302 (FLOOR AND GROUND SURFACES) AND 303 (CHANGES IN LEVEL).•THE DISTANCE BETWEEN TWO HINGED OR PIVOTED DOORS IN A SERIES SHALL BE 48 IN. MIN. PLUS THE WIDTH OF DOORSSWINGING INTO THE SPACE.•HANDLES, PULLS, LATCHES, LOCKS, AND OTHER OPERABLE PARTS SHALL COMPLY WITH 309.4 (OPERATION). OPERABLE PARTS OFSUCH HARDWARE SHALL BE 34 IN. MIN. AND 48 IN. MAX. A.F.F. WHERE SLIDING DOORS ARE IN THE FULLY OPEN POSITION,OPERATING HARDWARE SHALL BE EXPOSED AND USABLE FROM BOTH SIDES.•DOOR CLOSERS SHALL BE ADJUSTED SO THAT FROM AN OPEN POSITION OF 90 DEGREES, THE TIME REQUIRED TO MOVE THEDOOR TO A POSITION OF 12 DEGREES FROM THE LATCH IS 5 SECONDS MIN.•THE MAXIMUM FORCE FOR PUSHING OR PULLING OPEN A DOOR SHALL BE AS FOLLOWS:(a) FIRE DOORS SHALL HAVE THE MINIMUM OPENING FORCE ALLOWABLE BY THE APPROPRIATE ADMINISTRATIVE AUTHORITY.(b) OTHER DOORS: INTERIOR HINGED, SLIDING OR FOLDING DOORS - 5 LBS. MAX.THESE FORCES DO NOT APPLY TO THE FORCE REQUIRED TO RETRACT LATCH BOLTS OR DISENGAGE OTHER DEVICES THAT MAYHOLD THE DOOR IN A CLOSED POSITION.7. DRINKING FOUNTAINS AND WATER COOLERS - (REFER TO ADA 602 AND DETAIL 7 THIS SHEET)•FOUNTAINS SHALL HAVE A CLEAR FLOOR OR GROUND SPACE COMPLYING WITH 305 (CLEAR FLOOR OR GROUND SPACE),POSITIONED FOR A FORWARD APPROACH AND CENTERED ON THE UNIT. KNEE AND TOE CLEARANCE COMPLYING WITH 306 (KNEEAND TOE CLEARANCE) SHALL BE PROVIDED.•OPERABLE PARTS SHALL COMPLY WITH 309 (OPERABLE PARTS)•TWO DRINKING FOUNTAINS SHALL BE PROVIDED, ONE COMPLYING WITH 602.1 - 602.6 AND ONE COMPLYING WITH 602.7. (REF. 211.2).8. CONTROLS AND OPERATING MECHANISMS: (REF. 309 AND DETAIL 8 THIS SHEET)•A CLEAR FLOOR OR GROUND SPACE COMPLYING WITH 305 (CLEAR FLOOR OR GROUND SPACE) SHALL BE PROVIDED.•OPERABLE PARTS SHALL BE PLACED WITHIN ONE OR MORE OF THE REACH RANGES SPECIFIED IN 308 (REACH RANGES).•OPERABLE PARTS SHALL BE OPERABLE WITH ONE HAND AND SHALL NOT REQUIRE TIGHT GRASPING, PINCHING, OR TWISTING OFTHE WRIST. THE FORCE REQUIRED TO ACTIVATE OPERABLE PARTS SHALL BE 5 POUNDS MAX.9. SHOWERS: (REF. 608 AND DETAIL 9 THIS SHEET)•TRANSFER TYPE SHOWERS SHALL BE 36 IN. BY 36 IN. CLEAR INSIDE DIM.,INCLUDING THE SHOWER PAN. WITH A 36 IN. x 48 IN.CLEARANCE ON OPEN SIDE MEASURED FROM CONTROL WALL. A ROLL-IN SHOWER SHALL BE 30 IN. x 60 IN. MIN. CLEAR INSIDE WITHA 30 IN. x 60 IN. CLEAR SPACE ADJACENT TO OPEN SIDE.•GRAB BARS SHALL COMPLY WITH 609.•A FOLDING OR NON-FOLDING SEAT SHALL BE PROVIDED IN TRANSFER TYPE SHOWER COMPARTMENTS.10. GRAB BARS: (REF 609 AND DETAIL 10 & 11 THIS SHEET)•GRAB BARS WITH CIRCULAR CROSS SECTIONS SHALL HAVE AN OUTSIDE DIAMETER OF 1 1/2 IN. MIN. AND 2 IN. MAX•THE SPACE BETWEEN THE WALL AND THE GRAB BAR SHALL BE 1 1/2 IN. THE SPACE BETWEEN THE GRAB BAR AND PROJECTINGOBJECTS BELOW AND AT THE ENDS SHALL BE 1 1/2 IN. MIN. THE SPACE BETWEEN THE GRAB BAR AND PROJECTING OBJECTS ABOVESHALL BE 12 IN. MIN.•GRAB BARS SHALL BE INSTALLED IN A HORIZONTAL POSITION, 33 IN. MIN. AND 36 IN. MAX. A.F.F. MEASURED TO THE TOP O F THEGRIPPING SURFACE.•GRAB BARS SHALL NOT ROTATE WITHIN THEIR FITTINGS.•ALLOWABLE STRESSES SHALL NOT BE EXCEEDED FOR MATERIALS USED WHEN A VERTICAL OR HORIZONTAL FORCE OF 250POUNDS IS APPLIED AT ANY POINT ON THE GRAB BAR, FASTENER, MOUNTING DEVICE, OR SUPPORTING STRUCTURE.11. WATER CLOSETS (REF. 604 AND DETAIL 11 THIS SHEET)•CLEAR FLOOR SPACE FOR WATER CLOSETS ARE SHOWN IN DETAIL 11. THE REQUIRED CLEARANCE AROUND THE WATER CLOSETSHALL BE PERMITTED TO OVERLAP THE WATER CLOSET, ASSOCIATED GRAB BARS, DISPENSERS, SANITARY NAPKIN DISPOSALUNITS, COAT HOOKS, SHELVES ACCESSIBLE ROUTES, CLEAR FLOOR SPACE AND CLEARANCES REQUIRED AT OTHER FIXTURES, ANDTHE TURNING SPACE. NO OTHER FIXTURES OR OBSTRUCTIONS SHALL BE LOCATED WITHIN THE REQUIRED WATER CLOSETCLEARANCE.•THE SEAT HEIGHT OF A WATER CLOSET A.F.F. SHALL BE 17 IN. MIN. AND 19 IN. MAX, MEASURED TO TOP OF SEAT. SEATS SHALLNOT BE SPRUNG TO RETURN TO A LIFTED POSITION.•GRAB BARS FOR WATER CLOSETS ARE SHOWN IN DETAIL 11.•FLUSH CONTROLS SHALL BE HAND OPERATED OR AUTOMATIC. CONTROLS FOR FLUSH VALVES SHALL BE MOUNTED ON THE WIDESIDE OF THE TOILET AREAS NO MORE THAN 44" A.F.F.12. URINALS: (REF. 605 AND DETAIL 12 THIS SHEET)•URINALS SHALL BE THE STALL-TYPE OR THE WALL-HUNG TYPE WITH THE RIM 17 IN. MAX. A.F.F. URINALS SHALL BE 13 1/2 IN. DEEPMIN. MEASURED FROM THE OUTER FACE OF THE URINAL RIM TO THE BACK OF THE FIXTURE.•A C.F.S. POSITIONED FOR FORWARD APPROACH SHALL BE PROVIDED.•FLUSH CONTROLS SHALL BE HAND OPERATED OR AUTOMATIC, AND COMPLY WITH 309 (OPERABLE PARTS).13. LAVATORIES AND SINKS: (REF. 606 AND DETAIL 13 THIS SHEET)•A C.F.S. POSITIONED FOR A FORWARD APPROACH AND KNEE AND TOE CLEARANCE SHALL BE PROVIDED. EXCEPTION: APARALLEL APPROACH SHALL BE PERMITTED TO A KITCHEN SINK IN A SPACE WHERE A COOK TOP OR RANGE IS NOT PROVIDED.•LAVATORIES/SINKS SHALL BE INSTALLED SO THAT THE FRONT OF THE HIGHER OF THE RIM OR COUNTER SURFACE SHALL BE 34 IN.MAX. A.F.F.•HAND OPERATED METERING FAUCETS SHALL REMAIN OPEN FOR 10 SECONDS MIN.•WATER SUPPLY AND DRAIN PIPES UNDER LAVATORIES AND SINKS SHALL BE INSULATED OR OTHERWISE CONFIGURED TOPROTECT AGAINST CONTACT. THERE SHALL BE NO SHARP OR ABRASIVE SURFACES UNDER LAVATORIES AND SINKS.•IF SOAP AND TOWEL DISPENSERS ARE PROVIDED, THEY MUST BE LOCATED WITHIN THE REACH RANGES SPECIFIED IN 308.•MIRRORS SHALL BE MOUNTED WITH THE BOTTOM OF THE EDGE OF THE REFLECTING SURFACE NO HIGHER THAN 40" AFF.14. KITCHENS: (REFER TO 804 AND DETAIL 14 THIS SHEET)•PASS THROUGH - WHERE COUNTERS, APPLIANCES OR CABINETS ARE ON TWO OPPOSING SIDES, THE CLEARANCE BETWEEN ALLOPPOSING BASE CABINETS, COUNTER TOPS, APPLIANCES, OR WALLS WITHIN WORK AREAS SHALL BE 40 IN. MIN.•U-SHAPED - THE CLEARANCE BETWEEN ALL OPPOSING BASE CABINETS, COUNTER TOPS, APPLIANCES, OR WALLS WITH WORKAREAS SHALL BE 60 IN. MIN.•AT LEAST 50 PERCENT OF SHELF SPACE IN STORAGE FACILITIES SHALL COMPLY WITH 811 (STORAGE).•A CLEAR FLOOR SPACE COMPLYING WITH 305 (CLEAR FLOOR OR GROUND SPACE) SHALL BE PROVIDED AT EACH KITCHENAPPLIANCE. CLEAR FLOOR SPACES ARE PERMITTED TO OVERLAP.•ALL APPLIANCE CONTROLS SHALL COMPLY WITH 309 (OPERABLE PARTS).15. STORAGE: (REF. 225 AND DETAIL 15 THIS SHEET)•WHERE STORAGE IS PROVIDED IN ACCESSIBLE SPACES, AT LEAST ONE OF EACH TYPE SHALL COMPLY WITH 811 (STORAGE).•ADVISORY: TYPES OF STORAGE INCLUDE, BUT ARE NOT LIMITED TO, CLOSETS, CABINETS, SHELVES, CLOTHES RODS, HOOKS, ANDDRAWERS. WHERE PROVIDED, AT LEAST ONE OF EACH TYPE OF STORAGE MUST BE WITHIN THE REACH RANGES SPECIFIED IN 308;HOWEVER, IT IS PERMISSIBLE TO INSTALL ADDITIONAL STORAGE OUTSIDE THE REACH RANGES.•WHERE LOCKERS ARE PROVIDED, AT LEAST 5 PERCENT, BUT NO FEWER THAN ONE OF EACH TYPE, SHALL COMPLY WITH 811.16. REACH RANGES: (REF. 308 AND DETAIL 16 THIS SHEET)•REACH RANGES ARE GRAPHICALLY SHOWN IN DETAIL 16.•A CLEAR FLOOR SPACE IS REQUIRED FOR EACH REACH RANGE, EITHER PARALLEL OR FORWARD.•OPERABLE PARTS SHALL BE PLACED WITHIN ONE OR MORE OF THE REACH RANGES SPECIFIED IN 308.17. SIGNAGE: (REF. 703 AND DETAIL 17 THIS SHEET)•WHERE BOTH VISUAL AND TACTILE CHARACTERS ARE REQUIRED, EITHER ONE SIGN WITH BOTH VISUAL AND TACTILECHARACTERS, OR TWO SEPARATE SIGNS, ONE WITH VISUAL, AND ONE WITH TACTILE CHARACTERS, SHALL BE PROVIDED.18. MAILBOXES: (REF. 228.2)WHERE MAILBOXES ARE PROVIDED IN AN INTERIOR LOCATION, AT LEAST FIVE PERCENT, BUT NO FEWER THAN ONE, OF EACH TYPESHALL COMPLY WITH 309. WHERE MAILBOXES ARE PROVIDED FOR EACH RESIDENTIAL DWELLING UNIT, MAILBOXES COMPLYING WITH309 WILL BE PROVIDED FOR EACH DWELLING UNIT REQUIRED TO PROVIDE MOBILITY FEATURES COMPLYING WITH 809.2 - 809.4.19. ASSISTED LISTENING DEVISES: (REF. IBC. 1108.2.7) EACH BUILIDING, ROOM OR SPACE USED FOR ASSEMBLY PURPOSESWHERE AUDIBLE COMMUNICATION ARE INTEGRAL TO THE USE OF THE SPACE SHALL HAVE AN ASSISTIVE LISTENING SYSTEM.48" MAX48" MAX15"MIN>10"- 24" MAX.46" MAX48"20" MAX.48"44" MAX>20"-25" MAX.48"34" MAX30"10" MAX.48" MAX34" MAX30"48" MAX15"MIN10"MAX30"24" MIN. 12" MIN.48" MAX.15"MIN.7"-9"12" MAX.42" MIN.54" MIN.12"1 1/2"12"MIN.*1 1/2"MIN.*36" MIN.*1/4"MAX1/4"MAX1/4"MAX*1/2"MAX1/2"MAX27" MAX< 80"27" - 80"12" MAX.12" MAX.80" MIN.27" MAX.4"MAX80" MIN> 27"36"48" MIN.36"36"18"30" MIN.30" MIN.60" MIN.6"6" TYP.30" MIN.15" MAX.48" MAX.38" MIN.33"- 36"60" MIN.36" MIN.< 48"36" MIN.36" MIN32" MIN36" MIN60"48" MIN18" MIN60" MIN32" MIN32" MIN12" MIN*22"24" MIN24" MIN32" MIN54" MIN48" MIN W/CLOSER & LATCHY32" MIN12" MIN*X54"W/CLOSER & LATCH48" MIN.42" MIN.32" MIN42" MIN. CLR.48" W/CLOSER& LATCH27" MIN9" MIN27" MIN36" MAX38" MIN. - 48" MAX.STANDING HEIGHT15" MIN.36" MAX6" MAX *8" MIN5 MAX.15" MIN.5 MAX.17"MIN.11" MINKNEETOE17"48" MAX.19" MAX9" MIN34" MAX40" MAX27" MAX6"8" MIN11" MIN19" MAX60" MIN4" MAX32" MIN59" MIN FORFLOOR MOUNT12"42"12" MIN24" MIN.36" MIN18"42" MIN **60" MIN42" MIN35" MIN. -60" MAX48" MIN18"18"6"36" MIN.60" MIN60" MIN36" MIN12"MIN24"MIN.12"MIN60" MIN48" MIN.42" MIN.42" MIN.< 48"24"MAX48"30"29" MIN25" MAX17" MIN6"6"19" MAX33 " MIN.36 " MAX.33" TO 36" HEIGHTTO CENTER OF BAR1CLEAR FLOOR SPACE2TURNING SPACE3ACCESSIBLE ROUTE5GROUND & FLOOR SURFACES4PROTRUDING OBJECTS6DOOR CLEARANCES7DRINKING FOUNTAINS8TOILET RM. ON ACCESSIBLE ROUTE & OPERABLE PARTS9SHOWERS10GRAB BARS IN WATER CLOSETS11WATER CLOSETS12URINALS13LAVATORIES AND SINKS (AND MIRRORS)14KITCHEN APPLIANCES15STORAGE16REACH RANGES17GENERAL SIGNAGEACCESSIBILITY DIAGRAMS FOR PUBLIC SPACES PER 2010 ADA STANDARDS FOR ACCESSIBLE DESIGN17 MAX.13½ MIN.13½ MIN.ACCESSIBILITY NOTESUNOBSTRUCTED FORWARD REACHUNOBSTRUCTED SIDE REACHOBSTRUCTED HIGH FORWARDREACHOBSTRUCTED HIGH SIDE REACH(a)(b)(a)(b)TRANSFERSIDECLCLDISPENSER LOCATIONGRAB BAR LOCATIONTO DISPENSER OUTLETPROTRUDING OBJECTS ELEVATION AELEVATION BELEVATION CDISPENSERS SHALL NOT BE OF ATYPE THAT CONTROL DELIVERY ORTHAT DOES NOT ALLOWCONTINUOUS PAPER FLOW.*MOUNT TOP OF DISPENSER 1 1/2 IN.MIN. BELOW GRAB BAR, OR BOTTOMOF DISPENSER 12" MIN. ABOVE GRABBAR.*EXCEPTIONS:1. THE REAR GRAB BAR SHALL BE PERMITTED TO BE 24 IN. MIN, CENTERED ON THEWATER CLOSET WHERE WALL SPACE DOES NOT PERMIT A LENGTH OF 36 IN. MIN. DUETO THE LOCATION OF A RECESSED FIXTURE ADJACENT TO THE WATER CLOSET.2. WHERE AN ADMINISTRATIVE AUTHORITY REQUIRES FLUSH CONTROLS TO BELOCATED IN A POSITION THAT CONFLICTS WITH THE LOCATION OF THE REAR GRABBAR, THEN THE REAR GRAB BAR SHALL BE PERMITTED TO BE SPLIT OR SHIFTED TOTHE OPEN SIDE OF THE TOILET AREA.*CHANGES IN LEVEL GREATER THAN 1/2 IN. HIGH SHALL BE RAMPED, AND SHALL COMPLY WITH 405 OR 406. RAMP RUNS SHALLHAVE A RUNNING SLOPE NOT STEEPER THAN 1:12. RAMPS SHALL HAVE LANDINGS AT THE TOP AND BOTTOM OF EACH RUN,WITH A CLEAR LENGTH OF 60 IN. MIN. RAMP RUNS WITH A RISE GREATER THAN 6 IN. SHALL HAVE HANDRAILS COMPLYING WITH505.CHANGES IN LEVEL1BEVELEDVERTICAL CARPET PILEREDUCED VERTICAL CLEARANCEX > 12X > 12LIMITS OF PROTRUDINGOBJECTSPOST MOUNTEDPROTRUDING OBJECTSAT LEAST 50 PERCENT OF SHELF SPACE IN STORAGE FACILITIES SHALL COMPLY WITH811.A CLEAR FLOOR OR GROUND SPACE COMPLYING WITH 305 SHALL BE PROVIDED.STORAGE ELEMENTS SHALL COMPLY WITH AT LEAST ONE OF THE REACH RANGESSPECIFIED IN 308.OPERABLE PARTS SHALL COMPLY WITH 309.NOTE: INSIDE FINISHED DIMENSIONS ARE MEASURED AT THE CENTER POINTS OF SIDES1. GRAB BARS SHALL BE PROVIDED ACROSS THE CONTROL WALL AND BACK WALL TO A POINT 18 IN. FROM THE CONTROL WALL.2. GRAB BARS SHALL NOT BE REQUIRED TO BE INSTALLED PROVIDED THAT REINFORCEMENT HAS BEEN INSTALLED IN WALLS.3. A SHOWER SPRAY UNIT 59 IN. LONG MIN. THAT CAN BE USED FIXED OR HAND HELD, SHALL BE PROVIDED.EXCEPTION: A FIXEDSHOWER HEAD INSTALLED AT 48 IN. MAX. AF.F. SHALL BE PERMITTED IN FACILITIES OTHER THAN RESIDENTIAL, MEDICAL, TRANSIENTOR LONG TERM CARE.4. WATER TEMP. SHOULD BE 120 DEGREES MAX.5. THE CONTROLS, FAUCET, AND SHOWER SPRAY UNIT SHALL BE INSTALLED ON THE SIDE WALL OPPOSITE THE SEAT 38 IN. MIN. AND48 IN. MAX ABOVE SHOWER FLOOR AND LOCATED ON THE CONTROL WALL 15 IN. MAX. FROM THE CENTERLINE OF THE SEATTOWARD THE SHOWER OPENING.BACK WALLCLCLTRANSFER TYPEROLL-IN TYPECLSIDE WALLCLGBGBENTRYALIGNCLCONTROLSSHOWER SIDE WALL180 DEGREE TURN EXCEPTIONX > 24ALCOVE, FORWARD APPROACHCLEAR WIDTH OF AN ACCESSIBLE ROUTE48" MIN24" MAX 24" MAXCIRCULAR: THE TURNING SPACE SHALL BE A SPACE WITH A 60-INCH MINIMUMDIAMETER. THE SPACE SHALL BE PERMITTED TO INCLUDE KNEE AND TOECLEARANCE COMPLYING WITH 306.T-SHAPED: THE SPACE SHALL BE WITHIN A 60 IN. SQUARE MIN. WITH ARMS AND BASE36 IN. WIDE MIN. EACH ARM OF THE 'T' SHALL BE CLEAR OF OBSTRUCTIONS 12 IN. MIN.IN EACH DIRECTION AND THE BASE SHALL BE CLEAR OF OBSTRUCTIONS 24 IN. MIN.THE SPACE SHALL BE PERMITTED TO INCLUDE KNEE AND TOE CLEARANCECOMPLYING WITH 306 ONLY AT THE END OF EITHER THE BASE OR ONE ARM. (SEEDIAGRAM OF 'T-SHAPED SPACE' ABOVE)*UNLESS OTHERWISE SPECIFIED, DOORS ARE PERMITTED TO SWING INTO TURNINGSPACES. FLOOR SURFACES OF A TURNING SPACE SHALL HAVE A SLOPE NOTSTEEPER THAN 1:48.X IS 36" MIN., IF Y IS 60"X IS 42" MIN., IF Y IS 54"PULL SIDEFRONT APPROACHPUSH SIDEFRONT APPROACH*WITH CLOSERAND LATCHPUSH SIDEHINGE APPROACH*WITHCLOSER ANDLATCHPULL SIDEHINGE APPROACHPULL SIDELATCH APPROACHPUSH SIDELATCH APPROACHCLR.CLR.CLR.CLR.CLR.CLR.CLR.CLR.CLR.CLR.CLR.CLR.CLR.30"48"ONE HIGH/ ONE LOW TO BE PROVIDEDWALL MOUNTED INSTALLATIONKNEETOECL1. FOUNTAINS SHALL HAVE A CLEAR FLOOR SPACEPOSITIONED FOR A FORWARD APPROACH AND CENTEREDON THE UNIT.2. OPERABLE PARTS SHALL COMPLY WITH 309.3. SPOUT OUTLETS SHALL BE 36 IN. MAX. A.F.F.4. SPOUT SHALL BE LOCATED 15 IN. MIN. FROM VERTICALSUPPORT, AND 5 IN. MAX. FROM THE FRONT EDGE.5. THE SPOUT SHALL PROVIDE A FLOW OF WATER 4 IN. HIGHMIN. THE ANGLE OF THE WATER STREAM SHALL BEMEASURED HORIZONTALLY RELATIVE TO THE FRONT FACEOF THE FOUNTAIN; THE ANGLE OF THE WATER STREAMSHALL BE 30 DEGREES MAX. WHERE SPOUTS ARE 3 IN. TO 5IN. FROM THE FRONT EDGE OF THE FOUNTAIN, THE ANGLEOF THE WATER STREAM SHALL BE 15 DEGREES MAX.(b) STALL TYPE(a) WALL HUNG TYPELA CLEAR FLOOR SPACEPOSITIONED FOR AFORWARD APPROACH SHALLBE PROVIDED. FLUSHCONTROLS WILL COMPLYWITH REACH RANGES.C30"48"SINK30"LAVATORYCLCL48"30"48"PIPE PROTECTION1. A CLEAR FLOOR SPACE POSITIONED FOR A FORWARDAPPROACH, AND KNEE AND TOE CLEARANCE SHALL BEPROVIDED.*2. NO MORE THAN ONE BOWL IN DOUBLE BOWL SINKS SHALLBE REQUIRED TO PROVIDE KNEE AND TOE CLEARANCE.10A/B56" FOR WALL HUNGCL9" MIN.42" GRAB BAR6" MIN.10C37" MAX.AMBULATORY COMPARTMENTTOE SPACE10A/BSELF- CLOSING DOOR6" TOESPACE*4" MAX6" TOE SPACE**THE FRONT PARTITION AND AT LEAST ONE SIDE PARTITION SHALL PROVIDE A TOE CLEARANCE OF 9 IN. MINIMUM A.F.F ANDEXTEND 6 IN. BEYOND THE COMPARTMENT SIDE FACE OF THE PARTITION, EXCLUSIVE OF PARTITION SUPPORT MEMBERS. TOECLEARANCE AT THE FRONT PARTITION IS NOT REQUIRED IN A COMPARTMENT GREATER THAN 62 IN. DEPTH WITH A WALL-HUNGWATER CLOSET, OR GREATER THAN 65 IN. IN DEPTH WITH A FLOOR-MOUNTED WATER CLOSET. TOE CLEARANCE AT THE SIDEPARTITION IS NOT REQUIRED IN A COMPARTMENT GREATER THAN 66 IN. IN WIDTH.**ALL OTHER APPROACHES SHALL BE 48" MIN.LETTERS AND NUMERALS SHALL BE RAISED 1/32" MIN. IN UPPER CASE SANS SERIFTYPE, AND SHALL BE DUPLICATED WITH GRADE 2 BRAILLE BELOWCORRESPONDING TEXT.WHERE A TACTILE SIGN IS PROVIDED AT A DOOR, SIGNS SHALL BE INSTALLED ONTHE WALL AT THE LATCH SIDE OF THE DOOR. AT DOUBLE DOORS WITH ONEACTIVE LEAF, SIGN SHALL BE LOCATED ON THE INACTIVE LEAF. AT DOUBLE DOORSWITH TWO ACTIVE LEAFS, THE SIGN SHALL BE LOCATED TO THE RIGHT SIDE OF THETHE RIGHT HAND DOOR. WHERE THERE IS NO WALL SPACE AT THE LATCH SIDE OFA SINGLE DOOR OR TO THE RIGHT OF DOUBLE DOORS, SIGNS SHALL BE LOCATEDON THE NEAREST ADJACENT WALL. SIGNS CONTAINING TACTILE CHARACTERSSHALL HAVE A CLEAR FLOOR SPACE OF 18" X 18" CENTERED ON THE TACTILECHARACTERS, AND BE PLACED BEYOND THE SWING OF THE DOOR.RAISED CHARACTERS SHALL BE AT LEAST 5/8" HIGH, BUT NO HIGHER THAN 2".CHARACTERS SHOULD BE SELECTED FROM FONTS WHERE THE WIDTH OF THEUPPERCASE LETTER "O" IS 55% MIN. AND 110% MAX. OF THE HEIGHT OF THEUPPERCASE LETTER "I". STROKE THICKNESS OF THE UPPERCASE LETTER "I" SHALLBE 15% MAX. OF THE HEIGHT OF THE CHARACTER. THE CHARACTERS AND BACKGROUND OF SIGNS SHALL HAVE A NON-GLARE FINISH. CHARACTERS SHOULD CONTRAST WITH THEIR BACKGROUND - EITHER LIGHTCHARACTERS ON A DARK BACKGROUND OR DARK CHARACTERS ON A LIGHTBACKGROUND.PICTOGRAMS SHALL HAVE A FIELD HEIGHT OF 6" MIN., WITH A NON GLARE FINISHAND CONTRAST WITH THEIR BACKGROUND. PICTOGRAMS SHALL HAVE TEXTDESCRIPTORS PLACED DIRECTLY BELOW THE PICTOGRAM.MENWOMENTHE INTERNATIONAL SYMBOL OFACCESSIBILITY SHALL BE THE STANDARDUSED TO IDENTIFY FACILITIES THAT AREACCESSIBLE TO AND USABLE BYPHYSICALLY DISABLED PERSONS.HIGHESTLOWESTCLNOT INPICTOGRAMFIELDWCLAVTOILET ROOM:1. ALL ROOMS SERVED BY AN ACCESSIBLE ROUTE SHALL PROVIDE A TURNING SPACE COMPLYING WITH 3042. DOORS SHALL BE ALLOWED TO SWING INTO THE TURNING SPACE.3. DOORS SHALL NOT SWING INTO THE CLEAR FLOOR SPACE REQUIRED FOR ANY FIXTURE.4. NO OTHER FIXTURES OR OBSTRUCTIONS SHALL BE LOCATED WITHIN THE REQUIRED WATER CLOSET CLEARANCE, EXCEPTAS NOTED IN 604.3.2.OPERABLE PARTS:1. OPERABLE PARTS ON ACCESSIBLE ROUTES, AND IN ACCESSIBLE ROOMS AND SPACES SHALL COMPLY WITH 309(OPERABLE PARTS).2. EXCEPT FOR LIGHT SWITCHES, WHERE REDUNDANT CONTROLS ARE PROVIDED FOR A SINGLE ELEMENT, ONE CONTROLIN EACH SPACE SHALL NOT BE REQUIRED TO COMPLY WITH 309.3. WHERE TWO OR MORE OUTLETS ARE PROVIDED IN A KITCHEN ABOVE A LENGTH OF COUNTER TOP THAT ISUNINTERRUPTED BY A SINK OR APPLIANCE, ONE OUTLET SHALL NOT BE REQUIRED TO COMPLY WITH 309.4. EXERCISE MACHINES AND EXERCISE EQUIPMENT SHALLNOT BE REQUIRED TO COMPLY WITH 309.30" x 48"TOILET ROOM ON ACCESSIBLE PATH10A/B10CT-SHAPED SPACEX > 15ALCOVE, PARALLEL APPROACH180 DEGREE TURN30"D.W.C.F.S. AT DISHWASHERC.F.S. AT OVENSTOVE/OVENA CLEAR FLOOR SPACE (C.F.S.) SHALL BEPROVIDED AT EACH KITCHEN APPLIANCE.DISHWASHER - THE C.F.S. SHALL BEPOSITIONED ADJACENT TO THEDISHWASHER DOOR.REFRIGERATOR / FREEZER - AT LEAST50% OF THE FREEZER SPACE SHALL BE54" MAX. A.F.F., THE C.F.S. SHALL BEPOSITIONED FOR A PARALLEL APPROACHWITH CENTERLINE OFFSET 24" MAX.OVEN - THE C.F.S. SHALL BE POSITIONEDFOR A PARALLEL APPROACH. OVENSSHALL HAVE CONTROLS ON FRONTPANELS.COOKTOP - WHEN A FORWARDAPPROACH IS PROVIDED, THE C.F.S.SHALL PROVIDE KNEE AND TOECLEARANCE. THE UNDERSIDE OF THECOOKTOP SHALL BE INSULATED.C.F.S. AT REFRIGERATORREFRIG.CLCLC.F.S. AT COOKTOPCOOKTOPCL48"30"48"48"30"48"30"30"THE CLEAR FLOOR SPACE SHALL BE 48 INCHES MINIMUM IN LENGTH AND 30 INCHESMINIMUM IN WIDTH. THE CLEAR FLOOR SPACE SHALL BE POSITIONED FOR EITHER AFORWARD OR PARALLEL APPROACH TO AN ELEMENT. ONE FULL, UNOBSTRUCTEDSIDE OF THE CLEAR FLOOR SPACE SHALL ADJOIN OR OVERLAP AN ACCESSIBLEROUTE OR ADJOIN ANOTHER CLEAR FLOOR SPACE. FLOOR SURFACES OF A CLEARFLOOR SPACE SHALL HAVE A SLOPE NOT STEEPER THAN 1:48.*WHEN MEASURING CLEAR FLOOR SPACE, ACCOUNT FOR BASE AND TRIM THICKNESS.SIDE WALLCONTROLSPROVIDEBLOCKINGCONTROLWALL W/FULLGRAB BARGRAB BART.P. DISPENSER (MUST ALLOWCONTINUOUS PAPER FLOW)FLUSH ACTIVATOR ON WIDE SIDESOAP AND/OR TOWELDISPENSERS PER 308 AND 309ACCESSIBLE OPERATING CONTROLS PER 306, 308, 309, AND 606ELECTRICAL OUTLET(IF PROVIDED) PER 308LIGHT/FAN SWITCH PER 308 AND 30930"x48" CLEAR FLOOR SPACEPOSITIONED FOR FORWARDAPPROACH AND OUTSIDE SWINGOF DOORACCESSIBLE DOOR HARDWARE60" DIAMETER UNOBSTRUCTEDTURNING SPACE OR 'T' AREAPARTITION42" GRAB BARSELF-CLOSING DOORACCESSIBLEDOOR PULL(BOTHSIDES)ACCESSIBLEDOOR PULLALTERNATE DOOR LOCATIONFLUSHACTIVATORON WIDE SIDE36" GRAB BAR*A PARALLEL APPROACH ISPERMITTED AT SINK INKITCHEN IF THERE IS NORANGE/OVENACCESSIBLEOPERATINGCONTROLSMIRROR (40"MAX. TOBOTTOM OFREFLECTINGSURFACE)BACKWARDS - 60" WIDE X 56" DEEPCLEAR FLOOR SPACE AT TOILETISSUE FOR PRICING / BIDDING:DRAWN BY:AOR:The architectural works depictedherein are the sole property ofHumphreys & Partners UrbanArchitecture, L.P. and may not beconstructed or used without its expresswritten permission. No permission tomodify or reproduce any of thearchitectural works, including withoutlimitation the e construction of anybuilding, is expressed or should beimplied from delivery of preliminarydrawings or unsealed constructiondrawings. Permission to construct thebuilding depicted in sealedconstruction drawings is expresslyconditioned on the full and timelypayment of all fees otherwise dueHumphreys & Partners Architects, L.P.and, in the absence of any writtenagreement to the contrary, is limited toa one-time use One he site indicatedon these plans.HUMPHREYS & PARTNERSURBAN ARCHITECTURE, L.P.5339 ALPHA ROAD * SUITE 300* DALLAS, TX 75240T: (972) 701-9636 F: (972) 701-9639DALLAS * NEWPORT BEACH * NEW ORLEANS *ORLANDO * CHENNAI * MONTEVIDEOCopyright 2017 - Humphreys & Partners Urban Architecture, L.P.All Rights ReservedISSUE FOR PERMIT APPLICATION:ISSUE FOR CONSTRUCTION:DESIGNED BY:PLOT DATEwww.humphreys.comSHEET CONTENTSSHEET NUMBERSCALE--- 1/4" = 1'-0"A1.04ACCESSIBILITY -PUBLICNEWMAN DEVELOPMENT GROUPCITY CENTREBH16077PERMIT ISSUE (07/10/2017)SBMCITHACA, NY07/10/201707/10/2017REVISION SCHEDULENO: DATE: DESCRIPTION: EXT.INT.EXT.INT.EXT.INT.UNITUNIT /CORR.ROOMROOMUNITUNITNOTE: GYPSUM BOARD & SHAFT LINERMUST EXTEND TO UNDERSIDE OF 2-HRRATED ROOF/CEILING ASSEMBLY. NOT ABEARING WALLTRASH RM.SHAFTSHAFT LINER PANEL5/8" TYPE 'X' GYPSUM BOARD2 LAYERS 5/8" TYPE 'X' GYPSUMBOARDMEP/STOR.GARAGESHAFTNOTE: CLASSIFICATION D-2 CONCRETEBLOCK REQUIRED FOR 2-HR RATINGCORRIDOR5/8" TYPE 'X' GYPSUM BOARDSTAIR/ELEV.NOTE: CLASSIFICATION D-2 CONCRETEBLOCK REQUIRED FOR 2-HR RATINGUNIT5/8" TYPE 'X' GYPSUM BOARDNOTE: CLASSIFICATION D-2 CONCRETEBLOCK REQUIRED FOR 2-HR RATINGROOMROOM5/8" TYPE 'X' GYPSUM BOARDMTL STUD FRAMING AS SCHEDULED;REF. STRUCT.5/8" TYPE 'X' GYPSUM BOARDROOMROOM5/8" TYPE 'X' GYPSUM BOARD5/8" TYPE 'X' GYPSUM BOARDMTL STUD FRAMING AS SCHEDULED;REF. STRUCT.PLUMBING PROTECTION METALSTRAPS, TYPICALROOMFURRING5/8" TYPE 'X' GYPSUM BOARDMTL STUD FRAMING AS SCHEDULED;REF. STRUCT.* NOTE: THE FIRE RESISTANCE OF COLUMNS SHALL BE CONTINUOUS FROM THETOP OF THE DECK/FOUNDATION, THROUGH THE CEILING SPACE TO THE TOP OFTHE COLUMN, INCLUDING CONNECTIONS TO BEAMS & GIRDERSSTEEL COLUMN; REF.STRUCT FOR LOCATION& SIZEINTUMESCENT COATINGSThe UL Fire Resistance Directory provides ratings for various SFRM assemblies in theirgroup 600-699.Manufacturers provide the thicknesses of their products needed to meet the various hourlyratings. These are based on the type and size of the structural members being protected.INTUMESCENT COATING;REF. ASSEMBLY ANDMANUF. FOR THICKNESSSTEEL COLUMN; REF.STRUCT FOR LOCATION& SIZEINTUMESCENT COATING;REF. ASSEMBLY ANDMANUF. FOR THICKNESS(6A) 1 HR. STEEL COLUMNUL X633 - EXAMPLE* NOTE: THE FIRE RESISTANCE OF COLUMNS SHALL BE CONTINUOUS FROM THETOP OF THE DECK/FOUNDATION, THROUGH THE CEILING SPACE TO THE TOP OFTHE COLUMN, INCLUDING CONNECTIONS TO BEAMS & GIRDERS(6B) 1 HR. STEEL COLUMN - UL X526STEEL COLUMN; REF.STRUCT FOR LOCATION& SIZE2 LAYERS 5/8" FIRERATED GYP.WALLBOARD; PERASSEMBLY LISTINGGALVANIZED STEELCORNER GUARDSThe UL Fire Resistance Directory provides ratings for various Gypsum Boardassemblies in their group 500-599.Assembly rating may vary per column size & manufacturer materials.INTUMESCENT COATINGSUL X528 -EXAMPLE TESTED ON 4x4x0.188" TUBE STEELEXT.INT.2" CONTINUOUS INSULATION W/INTEGRATED WEATHER BARRIERCMU / CONC. WALL; REF STRUCT.VERTICALLY FACED BRICK VENEER;ECONOMY SIZE2" CONTINUOUS INSULATION W/INTEGRATED WEATHER BARRIERMIN. 1" AIR GAPCMU / CONC. WALL; REF STRUCT.BRICK VENEER ANCHOR5/8" TYPE 'X' GYPSUM BOARD1/2" RESILIENT CHANNEL2 LAYERS 5/8" TYPE 'X' GYPSUMBOARD2 LAYERS 5/8" TYPE 'X' GYPSUMBOARDCMU / CONC. WALL; REF STRUCT.MTL HAT CHANNELCMU / CONC. WALL; REF STRUCT.MTL STUDS; REF. STRUCT FORSPACINGAIR GAP (DIMENSION VARIES)BATT INSULATION AS SCHEDULEDBELOW GRADE EXT.GARAGE3" BELOW GRADE XPS INSULATIONBOARD (R-20) - FREE DRAINING OREQUALCONC. FOUNDATION WALL; REF.STRUCTWATER-PROOFING MEMBRANE.SELECT FILL; REF. STRUCT.5/8" TYPE 'X' GYPSUM BOARD5/8" TYPE 'X' GYPSUM BOARDSHAFTROOM5/8" TYPE 'X' GYPSUM BOARDSHAFT LINER PANEL5/8" TYPE 'X' GYPSUM BOARD2 LAYERS 5/8" TYPE 'X' GYPSUMBOARDNOTE: GYPSUM BOARD & SHAFT LINERMUST EXTEND TO UNDERSIDE OF 2-HRRATED ROOF/CEILING ASSEMBLY. NOT ABEARING WALLEXT.INT.EXT.INT.2" CONTINUOUS INSULATION W/INTEGRATED WEATHER BARRIERCMU / CONC. WALL; REF STRUCT.EXT.INT.VERTICALLY FACED BRICK VENEER;ECONOMY SIZE(3 LAYERS) 2" CONTINUOUSINSULATION W/ INTEGRATEDWEATHER BARRIER5/8" EXTERIOR GYP. SHEATHING PERASSEMBLY5/8" TYPE 'X' GYPSUM BOARD6" COLD FORMED METAL FRAMINGSTUD; REF. STRUCT.MIN. 1" AIR GAPBRICK VENEER ANCHOR1'-0"EXT.EXT.GENERATORVERTICALLY FACED BRICK VENEER;ECONOMY SIZECMU WALL; REF. STRUCT.FULLY GROUTED; REINFORCED PERSTURCT. DWG'SRAINSCREEN ATTACHEMENT; BOD:KNIGHT-WALL HCI GIRTREF DIMS*REF. DIMS** MTL PANEL SYSTEM - BASIS OFDESIGN: OVERLY DIMENSION XP5/8" FURRING CHANNELGIRT ATTACHEMENT BOLTRAINSCREEN ATTACHEMENT; BOD:KNIGHT-WALL HCI GIRT5/8" FURRING CHANNELGIRT ATTACHEMENT BOLT5/8" FURRING CHANNEL2" CONTINUOUS INSULATION W/INTEGRATED WEATHER BARRIER6" COLD FORMED METAL FRAMINGSTUD; REF. STRUCT.5/8" TYPE 'X' GYPSUM BOARD5/8" EXTERIOR GYP. SHEATHING PERASSEMBLYRAINSCREEN ATTACHEMENT; BOD:KNIGHT-WALL HCI GIRTREF. DIMS *•1A1 : 1 1/2"•1A2 : 3"2" CONTINUOUS INSULATION W/INTEGRATED WEATHER BARRIER6" COLD FORMED METAL FRAMINGSTUD; REF. STRUCT.5/8" TYPE 'X' GYPSUM BOARD5/8" EXTERIOR GYP. SHEATHING PERASSEMBLYRAINSCREEN ATTACHEMENT; BOD:KNIGHT-WALL HCI GIRT•1B1 : 1 3/4"•1B2 : 4 3/4"•1B3 : 8 3/4"REF DIMS*2" CONTINUOUS INSULATION W/INTEGRATED WEATHER BARRIER5/8" EXTERIOR GYP. SHEATHING PERASSEMBLY5/8" TYPE 'X' GYPSUM BOARD6" COLD FORMED METAL FRAMINGSTUD; REF. STRUCT.MIN. 1" AIR GAPBRICK VENEER ANCHOR7 5/8"6" CFMF1B1 R-25 1 HR UL V454 n/a -6" CFMF1B2 R-25 1 HR UL V454 n/a -6" CFMF1B3 R-25 1 HR -UL V454 n/a ----------------------SIZEMARK INSUL. TEST # STC TEST #FRAMERTNGFIRE6"1C1 R-25 1 HR UL V454 n/a -6"1C2 R-25 1 HR UL V454 n/a -----------------------------SIZEMARK INSUL. TEST # STC TEST #FRAMERTNGFIRE12" CONC.1D1 R-13 2 HR IBC 721.1(2) n/a -8" CMU1D2 R-13 1 HR IBC 721.1(2) n/a -6" CONC.1D3 R-13 1 HR IBC 721.1(2) n/a ----------------------SIZEMARK INSUL. TEST # STC TEST #FRAMERTNGFIRE12" CONC.1E1 R-13 2 HR IBC 721.1(2) n/a -8" CMU1E2 R-13 1 HR UL U905 n/a -----------------------------SIZEMARK INSUL. TEST # STC TEST #FRAMERTNGFIRE8" CMU1F1 R-13 1 HR IBC 721.1(2) n/a -6" CONC.1F2 R-13 1 HR IBC 721.1(2) n/a -----------------------------SIZEMARK INSUL. TEST # STC TEST #FRAMERTNGFIRE6"1J1 R-25 1 HR UL V454 n/a -6"1J2 R-25 1 HR UL V454 n/a -----------------------------SIZEMARK INSUL. TEST # STC TEST #FRAMERTNGFIRE12" CONC.1K1 R-20 - - - -8" CONC.1K2 R-20 - - - -----------------------------SIZEMARK INSUL. TEST # STC TEST #FRAMERTNGFIRE8" CMU1M n/a - - - ------------------------------------SIZEMARK INSUL. TEST # STC TEST #FRAMERTNGFIRE(1A) EXT. WALL - METAL PANEL FINISHBEARING & NON-BEARING(1B) EXT. WALL - ACM PANEL FINISHBEARING & NON-BEARING(1C) EXT. WALL - BRICK FINISHCONCRETE/ CMU STRUCTURE W/ FURRING CHANNELS(1D) EXT. CONC. WALL - MTL PANEL FINISHCONCRETE/ CMU STRUCTURE W/ FURRING CHANNELS(1E) EXT. CONC. WALL - ACM PANEL FINISHCONCRETE/ CMU STRUCTURE W/ FURRING CHANNELS(1F) EXT. CONC. WALL - BRICK FINISHBEARING & NON-BEARING(1J) EXT. WALL - BRICK PILASTERCONCRETE RETAINING(1K) FOUNDATION WALLGENERATOR SCREEN(1M) CMU & BRICK WALL6" CFMF2B1 - 1 HR UL U423 - -6"2B2 - 1 HR UL U423 - -----------------------------SIZEMARK INSUL. TEST # STC TEST #FRAMERTNGFIRE6" CFMF & 1/2" RC2A1 R-21 1 HR (P) UL U423 54 NBC-S12c6" & 1/2" RC2A2 R-21 1 HR (P) UL U423 54 NBC-S12c6" CFMF & 1/2" RC2A3 R-21 1 HR (B) UL U423 54 NBC-S12c6" & 1/2" RC2A4 R-21 1 HR (B) UL U423 54 NBC-S12c6 CFMF" & 1/2" RC2A5 n/a 1 HR (P) UL U423 n/a --------SIZEMARK INSUL. TEST # STC TEST #FRAMERTNGFIRE12" CONC.2D1 - 2 HR IBC 721.1(2) n/a --2D2 - - - - -----------------------------SIZEMARK INSUL. TEST # STC TEST #FRAMERTNGFIRE8" CMU2F1 - 1 HR UL U905 - -8" CMU2F2 - 2 HR UL U905 - -6" CMU2F3 - - - - -12" CMU2F4 - 2 HR UL U905 - ---------------SIZEMARK INSUL. TEST # STC TEST #FRAMERTNGFIRELOADBEARING & NON-BEARING - FIRE PARTITION (P) / FIRE BARRIER (B)(2A) 1-HR DEMISING WALLLOADBEARING & NON-BEARING - FIRE PARTITION(2B) 1-HR PARTITIONNON-BEARING - FIRE BARRIER(2C) 2-HR FIRE BARRIERDESCRIPTION(2D) CONCRETE WALLCONCRETE MASONRY UNIT WALL(2F) CMU WALL6" CFMF1A1 R-25 1 HR UL V454 n/a -6" CFMF1A2 R-25 1 HR UL V454 n/a -----------------------------SIZEMARK INSUL. TEST # STC TEST #FRAMERTNGFIREBEARING & NON BEARING2 LAYERS 5/8" TYPE 'X' GYPSUMBOARD8 3/8"8 3/8"8 3/8"8 3/8"8 3/8"WIDTH7 1/4"7 1/4"----WIDTH6"2C1 - 2 HR UL U423 - ------------------------------------SIZEMARK INSUL. TEST # STC TEST #FRAMERTNGFIRE8 1/2"-----WIDTH7 5/8"7 5/8"5 5/8"11 5/8"--WIDTH12"CONC.-1 1/2"2G1 - 2 HR IBC 721.1(2) - -12"CMU-1 1/2"2G2 - 2 HR UL U905 - -----------------------------SIZEMARK INSUL. TEST # STC TEST #FRAMERTNGFIREW/ ATTACHED MTL FURRING CHANNEL(2G) CONC. / CMU WALL14 1/8"13 3/4"----WIDTH12" CONC.-2 1/2"2H1 R-13 2 HR IBC 721.1(2) - -12" CONC.-3 5/8"2H2 - 2 HR IBC 721.1(2) - -----------------------------SIZEMARK INSUL. TEST # STC TEST #FRAMERTNGFIREW/ OFFSET MTL FURRING WALL(2H) CONC. / CMU WALLVARIESVARIES----WIDTH3 5/8"3A1 - - UL U419 - -3 5/8"3A2 R-13 - UL U419 - -6"3A3 - - UL U419 - -6"3A4 R-13 - UL U419 - -2 1/2"3A5 - - UL U419 - --------SIZEMARK INSUL. TEST # STC TEST #FRAMERTNGFIREMTL STUD WALL(3A) TYPICAL WALL4 7/8"4 7/8"7 1/4"7 1/4"3 3/4"-WIDTH6"3B1 - - UL U419 - -6"3B2 R-13 - UL U419 - -----------------------------SIZEMARK INSUL. TEST # STC TEST #FRAMERTNGFIREMTL STUD WALL(3B) PLUMBING WALL7 1/4"7 1/4"----WIDTH2 1/2"3C1 R-13 - - - -2 1/2"3C2 - - - - -3 5/8"3C3 R-13 - - - -3 5/8"3C4 - - - - -6"3C5 - - - - -2 1/2"3C6 R-13 1 HR - - -SIZEMARK INSUL. TEST # STC TEST #FRAMERTNGFIREMTL STUD FURRING WALL(3C) FURRING WALL3 1/8"3 1/8"4 1/4"4 1/4"6 5/8"3 1/8"WIDTH2.5" CH2E1 - 2 HR UL U415-B n/a ------------------------------------SIZEMARK INSUL. TEST # STC TEST #FRAMERTNGFIRECH STUD W/SHAFTLINER - NON-BEARING(2E) 2-HR SHAFT WALL3 3/4"-----WIDTHCONCRETE MASONRY UNIT (CMU);AS SCHED. - FULLY GROUTED &REINFORCED WHERE REQUIRED BYSTRUCT.6"CFMF- 2 1/2"CH2J1 R-21 2 HR UL U415-B 54 NBC-S12c6"MTL - 2 1/2"CH2J2 R-21 2 HR UL U415-B 54 NBC-S12c----------------------------SIZEMARK INSUL. TEST # STC TEST #FRAMERTNGFIRECFMF / MTL WALL W/ CH & SHAFTLINER(2J) 2-HR SHAFT WALL10 3/4"10 3/4"----WIDTHSHAFTROOM5/8" TYPE 'X' GYPSUM BOARDSHAFT LINER PANEL5/8" TYPE 'X' GYPSUM BOARD2 LAYERS 5/8" TYPE 'X' GYPSUMBOARDNOTE: GYPSUM BOARD & SHAFT LINERMUST EXTEND TO UNDERSIDE OF 2-HRRATED ROOF/CEILING ASSEMBLY. NOT ABEARING WALL3 5/8"3 5/8" MTL-2.5" CH2K1 R-13 2 HR UL U415-B - -3 5/8" MTL-2.5" CH2K2 - 2 HR UL U415-B - -2 1/2" MTL-2.5" CH2K3 R-13 2 HR UL U415-B - ----------------------SIZEMARK INSUL. TEST # STC TEST #FRAMERTNGFIREMTL WALL W/ CH & SHAFTLINER(2K) 2-HR SHAFT WALLVARIESVARIESVARIES---WIDTH7 5/8"EXT.INT.VERTICALLY FACEDBRICK VENEER;ECONOMY SIZE(3 LAYERS) 2" CONTINUOUSINSULATION W/ INTEGRATEDWEATHER BARRIERBRICK VENEER ANCHOR8" CMU1N R-39 ci 1 HR IBC 721.1(2) n/a ------------------------------------SIZEMARK INSUL. TEST # STC TEST #FRAMERTNGFIREBEARING & NON-BEARING(1N) EXT. CONC. WALL - BRICK PILASTER•1E1 : 4 3/4"•1E2 : 1 3/4"* MTL PANEL SYSTEM - BASIS OFDESIGN: OVERLY DIMENSION XP* ACM PANEL SYSTEM - BASIS OFDESIGN: ALUCOIL EVO PANELS* ACM PANEL SYSTEM - BASIS OFDESIGN: ALUCOIL EVO PANELS•1J1 - BRICK MASONRY VENEER•1J2 - CAST STONE VENEERVERTICALLY FACED BRICK VENEER;ECONOMY SIZE•1C1 - BRICK MASONRY VENEER•1C2 - CAST STONE VENEER2 1/2" SPRAY FOAM INSULATION2 1/2" SPRAY FOAM INSULATION2 1/2" SPRAY FOAM INSULATION2 1/2" SPRAY FOAM INSULATIONFRAMING AS SCHEDULED & BATTINSULATION AS SCHEDULEDFRAMING AS SCHEDULED & BATTINSULATION AS SCHEDULEDFRAMING AS SCHEDULED & BATTINSULATION AS SCHEDULEDREINFORCED CONCRETE WALL; REF. STRUCT.USG MTL 'C-H' STUD, 25 GUAGE MIN, 16" O.C.USG MTL 'C-H' STUD, 25GUAGE MIN, 16" O.C.USG MTL 'C-H' STUD, 25GUAGE MIN, 16" O.C.FRAMING AND INSUL. AS SCHED.FRAMING & INSULATION AT SCHED.NOTES:1.REFER TO UNDERWRITERS LABORATORY & GYPSUM ASSOCIATION FIRE RESISTANCE MANUAL FORADDITIONAL REQUIREMENTS INCLUDING NAILING PATTERNS, TAPE IN BEDDING, ETC.2.ALL VERTICAL FIRE RESISTANT RATED ASSEMBLIES SHALL BE IDENTIFIED BY SIGNAGE LOCATED ONTHE ASSEMBLY ABOVE THE CEILING. SUCH SIGNAGE SHALL HAVE THE LETTERS NO SMALLER THAN1" IN HEIGHT THAT STATES "A FIRE RATED ASSEMBLY" AND LISTING THE HOURLY RATING OF THEASSEMBLY. SIGNAGE SHALL BE PLACED AT HORIZONTAL INTERVALS OF 8'-0".3.PROVIDE IMPACT RESISTANT GYPSUM BOARD AT ALL INTERIOR CORRIDOR/STAIR CONDITIONS.4.CONTRACTOR TO PROVIDE AS AN ALTERNATE BID IMPACT AND MOISTURE RESISTANT GYPSUMBOARD AT ALL INTERIOR CORRIDOR/STAIR CONDITIONS.FIRE WALLSSHALL BE CONTINUOUS FROM EXTERIOR WALL TO EXTERIOR WALL AND SHALL BE PERMITTED TOTERMINATE AT THE INTERIOR SURFACE OF NONCOMBUSTIBLE EXTERIOR SHEATHING WHERE THEBUILDING ON EACH SIDE OF THE FIRE WALL IS PROTECTED BY AN AUTOMATIC SPRINKLER SYSTEMINSTALLED IN ACCORDANCE WITH SECTION 903.3.1.1.FIRE BARRIERSSHALL EXTEND FROM THE TOP OF THE FLOOR/CEILING ASSEMBLY BELOW TO THE UNDERSIDE OF THEFLOOR OR ROOF SLAB OR DECK ABOVE AND SHALL BE SECURELY ATTACHED THERETO. SUCH FIREBARRIERS SHALL BE CONTINUOUS THROUGH CONCEALED SPACES, SUCH AS THE SPACE ABOVE ASUSPENDED CEILING.FIRE PARTITIONSSHALL EXTEND FROM THE TOP OF THE FOUNDATION OR FLOOR/CEILING ASSEMBLY BELOW TO THEUNDERSIDE OF THE FLOOR OR ROOF SHEATHING, SLAB OR DECK ABOVE OR TO THE FIRE-RESISTANCE-RATED FLOOR/CEILING OR ROOF/CEILING ASSEMBLY ABOVE, AND SHALL BE SECURELY ATTACHEDTHERETO. IF THE PARTITIONS ARE NOT CONTINUOUS TO THE SHEATHING, DECK OR SLAB, AND WHERECONSTRUCTED OF COMBUSTIBLE CONSTRUCTION, THE SPACE BETWEEN THE CEILING AND THESHEATHING, DECK OR SLAB ABOVE SHALL BE FIREBLOCKED OR DRAFTSTOPPED IN ACCORDANCE WITHSECTIONS 717.2 AND 717.3 AT THE PARTITION LINE.EXTERIOR WALLSEXTERIOR WALLS ARE WALLS BEARING OR NON BEARING, (OTHER THAN A FIRE WALL) THAT ENCLOSE ABUILDING AND ARE PROVIDED WITH AN EXTERIOR WALL ENVELOPE TO PROTECT THE BUILDING FROMTHE DETRIMENTAL EFFECT OF THE EXTERIOR ENVIRONMENTCONSTRUCTION TYPICAL WALL, FLOOR/CEILING & ROOF/CEILING TYPESBUILDING ENVELOPEINSULATION CHARTNOTE: FRICTION FIT INSULATION MUST FIT SNUGLY. THISINSULATION SHOULD BE MECHANICALLY ADHERED TO THETOP SO IT DOES NOT SLUMPSOUND CHARTPER IBC 2015, CH. 12WALLS, FLOORS, AND CEILINGS BETWEEN ADJACENTDWELLING UNITS OR SEPARATING DWELLING UNITS FROMPUBLIC OR SERVICE AREASTC (MINIMUM)50 (45 IF FIELD TESTED, PER ASTM E90IIC (MINIMUM)50 (45 IF FIELD TESTED, PER ASTM E492REQUIREMENTS ABOVE MUST BE MET OR DEMONSTRATECOMPLIANCE WITH ASHRAE 90.1WALLS, ABOVEGRADEWALLS, BELOWGRADEROOFSFLOORSUNHEATEDSLABPER IECC 2015ZONE 6 (MINIMUM)R-13 + R 7.5ciR-7.5ciR-30ciR-12.5ci OR R-38R-15PROVIDEDR-13ci + R-16.25spfTotal: R-29.25R-20ciR-40ciR-40spfR-15ci:CONTINUOUS RIGID INSULATIONsfp:SPRAY POLYURETHANE FOAMISSUE FOR PRICING / BIDDING:DRAWN BY:AOR:The architectural works depictedherein are the sole property ofHumphreys & Partners UrbanArchitecture, L.P. and may not beconstructed or used without its expresswritten permission. No permission tomodify or reproduce any of thearchitectural works, including withoutlimitation the e construction of anybuilding, is expressed or should beimplied from delivery of preliminarydrawings or unsealed constructiondrawings. Permission to construct thebuilding depicted in sealedconstruction drawings is expresslyconditioned on the full and timelypayment of all fees otherwise dueHumphreys & Partners Architects, L.P.and, in the absence of any writtenagreement to the contrary, is limited toa one-time use One he site indicatedon these plans.HUMPHREYS & PARTNERSURBAN ARCHITECTURE, L.P.5339 ALPHA ROAD * SUITE 300* DALLAS, TX 75240T: (972) 701-9636 F: (972) 701-9639DALLAS * NEWPORT BEACH * NEW ORLEANS *ORLANDO * CHENNAI * MONTEVIDEOCopyright 2017 - Humphreys & Partners Urban Architecture, L.P.All Rights ReservedISSUE FOR PERMIT APPLICATION:ISSUE FOR CONSTRUCTION:DESIGNED BY:PLOT DATEwww.humphreys.comSHEET CONTENTSSHEET NUMBERSCALE--- 1 1/2" = 1'-0"A1.05WALL TYPESCHEDULENEWMAN DEVELOPMENT GROUPCITY CENTREBH16077PERMIT ISSUE (07/10/2017)SBMCITHACA, NY07/10/201707/10/2017REVISION SCHEDULENO: DATE: DESCRIPTION: FINISHED FLOOR AS SPECIFIEDCONCRETE TOPPING SLAB; 4.5" THICK(REF. STRUCT.)WELDED WIRE FABRIC2" COMPOSITE STEEL DECK; REFSTRUCT FOR SIZECEILING HANGER W/ 1 1/2" FURRINGCHANNEL7/8" FURRING CHANNELS AT 16" O.C.SUSPENDED 5/8" GYP. BD.CORRCORRUL D9024B11 HR--TEST NoSTC / IICINSULATIONACOUSTICAL PERFORMANCERATINGTEST NoMARKFIRE RESISTANCE-4B - 1 HR FLOOR / CEILING ASSEMBLYRATED ASSEMBLYFINISHED FLOOR AS SPECIFIEDCONCRETE TOPPING SLAB; 4.5" THICK(REF. STRUCT.)WELDED WIRE FABRIC2" COMPOSITE STEEL DECK; REFSTRUCT FOR SIZECEILING HANGER W/ 1 1/2" FURRINGCHANNELBATT SOUND INSULATION7/8" FURRING CHANNELS AT 16" O.C.SUSPENDED 5/8" GYP. BD.UNITUNITUL D9024A11 HRSEE ABOVER-38TEST NoSTC / IICINSULATIONACOUSTICAL PERFORMANCERATINGTEST NoMARKFIRE RESISTANCE- / 54-774A - 1 HR FLOOR / CEILING ASSEMBLYRATED ASSEMBLYIIC RATING - CARPET - 77TEST: RAL-IN06-020IIC RATING - VINYL - 54TEST: RAL-IN06-028IIC RATING - CER. TILE - 54FINISHED FLOOR AS SPECIFIEDCONCRETE TOPPING SLAB; 4.5" THICK(REF. STRUCT.)WELDED WIRE FABRIC2" COMPOSITE STEEL DECK; REFSTRUCT FOR SIZECEILING HANGER W/ 1 1/2" FURRINGCHANNELBATT SOUND INSULATIONSTEEL BEAM ; REF. STRUCTURAL FORSIZE & SPACING w/SPRAY APPLIEDCEMENTITIOUS FIRE RESISTIVEMATERIAL AT BEAM PER ASSEMBLY7/8" FURRING CHANNELS AT 16" O.C.SUSPENDED 5/8" GYP. BD.UNIT / CORR.CLUBHOUSE /LEASINGUL D9024C12 HR-TEST NoSTC / IICINSULATIONACOUSTICAL PERFORMANCERATINGTEST NoMARKFIRE RESISTANCE-4C - 2 HR FLOOR / CEILING ASSEMBLYR-38RATED ASSEMBLYFINISHED FLOOR AS SPECIFIEDCONCRETE TOPPING SLAB; 4.5" THICK(REF. STRUCT.)WELDED WIRE FABRIC2" COMPOSITE STEEL DECK; REFSTRUCT FOR SIZESTEEL BEAM ; REF. STRUCTURAL FORSIZE & SPACING w/ 2HR SPRAYAPPLIED CEMENTITIOUS FIRERESISTIVE MATERIAL AT BEAMUNIT / CORR.RETAIL / MEPUL D9024D12 HR--TEST NoSTC / IICINSULATIONACOUSTICAL PERFORMANCERATINGTEST NoMARKFIRE RESISTANCE-4D - 2 HR FLOOR / CEILING ASSEMBLYRATED ASSEMBLYFINISHED FLOOR AS SPECIFIEDCONCRETE TOPPING SLAB; 6" THICK(REF. STRUCT.)WELDED WIRE FABRIC2" COMPOSITE STEEL DECK; REFSTRUCT FOR SIZESTEEL BEAM ; REF. STRUCTURAL FORSIZE & SPACING w/ 2HR SPRAY APPLIEDCEMENTITIOUS FIRE RESISTIVEMATERIAL AT BEAMRETAIL / CLUB/ LEASINGGARAGE (SEMI-HEATED)UL D9024E12 HR--TEST NoSTC / IICINSULATIONACOUSTICAL PERFORMANCERATINGTEST NoMARKFIRE RESISTANCE-4E - 2 HR FLOOR / CEILING ASSEMBLYRATED ASSEMBLYROOFING MEMBRANE AS SPEC.(BASIS OF DESIGN: TPO MEMBRANE)2 LAYERS 3 1/2" RIGID ROOFINSULATION BOARD (R-40); SLOPEDTO DRAIN; (TAPERED INSULATION ATCRICKETS AS REQUIRED)VAPOR BARRIERCONCRETE TOPPING SLAB; 4.5" THICK(REF. STRUCT.); SLOPED TO DRAINWELDED WIRE FABRIC2" COMPOSITE STEEL DECK; REFSTRUCT FOR SIZECEILING HANGER W/ 1 1/2" FURRINGCHANNEL7/8" FURRING CHANNELS AT 16" O.C.SUSPENDED 5/8" GYP. BD.ROOFUNIT / CORR.UL P9025A11 HR-R-40TEST NoSTC / IICINSULATIONACOUSTICAL PERFORMANCERATINGTEST NoMARKFIRE RESISTANCE-5A - 1 HR ROOF / CEILING ASSEMBLYSLOPE: 1/4" /FT. MIN.2" PAVER SYSTEM (BASIS OFDESIGN: HANOVER PAVERS)ROOFING MEMBRANETAPERED MIN. 4" RIGID ROOFINSULATION BOARD (R-20); SLOPEDTO DRAIN; MIN. COMPRESSIONSTRENGTH OF 60PSI.MONOLITHIC WATERPROOFINGMEMBRANE (BASIS OF DESIGN:HYDROTECH ULTIMATE ASSEMBLY -MM 6125-FR)CONCRETE TOPPING SLAB; 4.5"THICK (REF. STRUCT.); SLOPED TODRAINWELDED WIRE FABRIC2" COMPOSITE STEEL DECK; REFSTRUCT FOR SIZE3 1/2" SPRAY APPLIED INSULATION ATUNDERSIDE OF DECK (R-20)FURRING CHANNELS AT 16" O.C.SUSPENDED 5/8" GYP. BD.BALCONY /TERRACEUNITUL P9025B11 HR-R-40TEST NoSTC / IICINSULATIONACOUSTICAL PERFORMANCERATINGTEST NoMARKFIRE RESISTANCE-5B - 1 HR ROOF / CEILING ASSEMBLYSLOPE: 1/4" /FT. MIN.2" PAVER SYSTEM (BASIS OFDESIGN: HANOVER PAVERS)WATERPROOFING SYSTEM (BASISOF DESIGN: HYDROTECH SPLIT-SLAB ASSEMBLY)- DRAINAGE MAT- PROTECTION SHEET- MONOLITHIC WATERPROOFINGMEMBRANE (BASIS OF DESIGN:HYDROTECH MM 6125)SLOPED STRUCTURAL SLAB OVERDECK; 6" THICK (REF. STRUCT.)WELDED WIRE FABRIC2" COMPOSITE STEEL DECK; REFSTRUCT FOR SIZE8" SPRAY APPLIED INSULATION (R-40)GREEN ROOFPLAZA (PAVERS)GARAGEUL P9025C11 HR-R-40TEST NoSTC / IICINSULATIONACOUSTICAL PERFORMANCERATINGTEST NoMARKFIRE RESISTANCE-5C - 1 HR ROOF / CEILING ASSEMBLYSLOPE: 1/4" /FT. MIN.NOTES:1.REFER TO UNDERWRITERS LABORATORY & GYPSUM ASSOCIATION FIRE RESISTANCE MANUAL FORADDITIONAL REQUIREMENTS INCLUDING NAILING PATTERNS, TAPE IN BEDDING, ETC.2.ALL VERTICAL FIRE RESISTANT RATED ASSEMBLIES SHALL BE IDENTIFIED BY SIGNAGE LOCATED ONTHE ASSEMBLY ABOVE THE CEILING. SUCH SIGNAGE SHALL HAVE THE LETTERS NO SMALLER THAN1" IN HEIGHT THAT STATES "A FIRE RATED ASSEMBLY" AND LISTING THE HOURLY RATING OF THEASSEMBLY. SIGNAGE SHALL BE PLACED AT HORIZONTAL INTERVALS OF 8'-0".3.PROVIDE IMPACT RESISTANT GYPSUM BOARD AT ALL INTERIOR CORRIDOR/STAIR CONDITIONS.4.CONTRACTOR TO PROVIDE AS AN ALTERNATE BID IMPACT AND MOISTURE RESISTANT GYPSUMBOARD AT ALL INTERIOR CORRIDOR/STAIR CONDITIONS.FIRE WALLSSHALL BE CONTINUOUS FROM EXTERIOR WALL TO EXTERIOR WALL AND SHALL BE PERMITTED TOTERMINATE AT THE INTERIOR SURFACE OF NONCOMBUSTIBLE EXTERIOR SHEATHING WHERE THEBUILDING ON EACH SIDE OF THE FIRE WALL IS PROTECTED BY AN AUTOMATIC SPRINKLER SYSTEMINSTALLED IN ACCORDANCE WITH SECTION 903.3.1.1.FIRE BARRIERSSHALL EXTEND FROM THE TOP OF THE FLOOR/CEILING ASSEMBLY BELOW TO THE UNDERSIDE OF THEFLOOR OR ROOF SLAB OR DECK ABOVE AND SHALL BE SECURELY ATTACHED THERETO. SUCH FIREBARRIERS SHALL BE CONTINUOUS THROUGH CONCEALED SPACES, SUCH AS THE SPACE ABOVE ASUSPENDED CEILING.FIRE PARTITIONSSHALL EXTEND FROM THE TOP OF THE FOUNDATION OR FLOOR/CEILING ASSEMBLY BELOW TO THEUNDERSIDE OF THE FLOOR OR ROOF SHEATHING, SLAB OR DECK ABOVE OR TO THE FIRE-RESISTANCE-RATED FLOOR/CEILING OR ROOF/CEILING ASSEMBLY ABOVE, AND SHALL BE SECURELY ATTACHEDTHERETO. IF THE PARTITIONS ARE NOT CONTINUOUS TO THE SHEATHING, DECK OR SLAB, AND WHERECONSTRUCTED OF COMBUSTIBLE CONSTRUCTION, THE SPACE BETWEEN THE CEILING AND THESHEATHING, DECK OR SLAB ABOVE SHALL BE FIREBLOCKED OR DRAFTSTOPPED IN ACCORDANCE WITHSECTIONS 717.2 AND 717.3 AT THE PARTITION LINE.EXTERIOR WALLSEXTERIOR WALLS ARE WALLS BEARING OR NON BEARING, (OTHER THAN A FIRE WALL) THAT ENCLOSE ABUILDING AND ARE PROVIDED WITH AN EXTERIOR WALL ENVELOPE TO PROTECT THE BUILDING FROMTHE DETRIMENTAL EFFECT OF THE EXTERIOR ENVIRONMENTCONSTRUCTION TYPICAL WALL, FLOOR/CEILING & ROOF/CEILING TYPESBUILDING ENVELOPEINSULATION CHARTNOTE: FRICTION FIT INSULATION MUST FIT SNUGLY. THISINSULATION SHOULD BE MECHANICALLY ADHERED TO THETOP SO IT DOES NOT SLUMPSOUND CHARTPER IBC 2015, CH. 12WALLS, FLOORS, AND CEILINGS BETWEEN ADJACENTDWELLING UNITS OR SEPARATING DWELLING UNITS FROMPUBLIC OR SERVICE AREASTC (MINIMUM)50 (45 IF FIELD TESTED, PER ASTM E90IIC (MINIMUM)50 (45 IF FIELD TESTED, PER ASTM E492REQUIREMENTS ABOVE MUST BE MET OR DEMONSTRATECOMPLIANCE WITH ASHRAE 90.1WALLS, ABOVEGRADEWALLS, BELOWGRADEROOFSFLOORSUNHEATEDSLABPER IECC 2015ZONE 6 (MINIMUM)R-13 + R 7.5ciR-7.5ciR-30ciR-12.5ci OR R-38R-15PROVIDEDR-13ci + R-16.25spfTotal: R-29.25R-20ciR-40ciR-40spfR-15ci:CONTINUOUS RIGID INSULATIONsfp:SPRAY POLYURETHANE FOAM* REF. LANDSCAPE FOR DETAILS ANDPLANTED AREAS AT GREEN ROOF- GROWING MEDIA- DRAINAGE MAT- RIGID INSULATION- DRAINAGE MAT- ROOT STOP- MONOLITHIC WATERPROOFINGMEMBRANESLOPED STRUCTURAL SLAB OVERDECK; 6" THICK (REF. STRUCT.)WELDED WIRE FABRIC2" COMPOSITE STEEL DECK; REFSTRUCT FOR SIZE8" SPRAY APPLIED INSULATION (R-40)GREEN ROOFPLANTED AREAS(REF. LANDSCAPE)GARAGEUL P9025D11 HR-R-40TEST NoSTC / IICINSULATIONACOUSTICAL PERFORMANCERATINGTEST NoMARKFIRE RESISTANCE-5D - 1 HR ROOF / CEILING ASSEMBLYSLOPE: 1/4" /FT. MIN.4" TOPPING SLABWATERPROOFING SYSTEM(BASIS OF DESIGN: HYDROTECHSPLIT-SLAB ASSEMBLY)- DRAINAGE MAT- PROTECTION SHEET- MONOLITHIC WATERPROOFINGMEMBRANE (BASIS OF DESIGN:HYDROTECH MM 6125)SLOPED STRUCTURAL SLABOVER DECK; 6" THICK (REF.STRUCT.)WELDED WIRE FABRIC2" COMPOSITE STEEL DECK; REFSTRUCT FOR SIZE8" SPRAY APPLIED INSULATION(R-40)GREEN ROOFPLAZA (DRIVE)GARAGEUL P9025E11 HR-R-40TEST NoSTC / IICINSULATIONACOUSTICAL PERFORMANCERATINGTEST NoMARKFIRE RESISTANCE-5E - 1 HR ROOF / CEILING ASSEMBLYSLOPE: 1/4" /FT. MIN.FINISHED FLOOR AS SPECIFIEDCONCRETE TOPPING SLAB; 4.5" THICK(REF. STRUCT.)WELDED WIRE FABRIC2" COMPOSITE STEEL DECK; REFSTRUCT FOR SIZESTEEL BEAM ; REF. STRUCTURAL FORSIZE & SPACING w/ 2HR SPRAYAPPLIED CEMENTITIOUS FIRERESISTIVE MATERIAL AT BEAM8" SPRAY APPLIED INSULATION (R-40)CEILING HANGER W/ 1 1/2" FURRINGCHANNEL7/8" FURRING CHANNELS AT 16" O.C.SUSPENDED 5/8" GYP. BD.UNITEXTERIOR SOFFITUL D9024F11 HR-R-40TEST NoSTC / IICINSULATIONACOUSTICAL PERFORMANCERATINGTEST NoMARKFIRE RESISTANCE- / 54-774F - 1 HR FLOOR / CEILING ASSEMBLYRATED ASSEMBLYISSUE FOR PRICING / BIDDING:DRAWN BY:AOR:The architectural works depictedherein are the sole property ofHumphreys & Partners UrbanArchitecture, L.P. and may not beconstructed or used without its expresswritten permission. No permission tomodify or reproduce any of thearchitectural works, including withoutlimitation the e construction of anybuilding, is expressed or should beimplied from delivery of preliminarydrawings or unsealed constructiondrawings. Permission to construct thebuilding depicted in sealedconstruction drawings is expresslyconditioned on the full and timelypayment of all fees otherwise dueHumphreys & Partners Architects, L.P.and, in the absence of any writtenagreement to the contrary, is limited toa one-time use One he site indicatedon these plans.HUMPHREYS & PARTNERSURBAN ARCHITECTURE, L.P.5339 ALPHA ROAD * SUITE 300* DALLAS, TX 75240T: (972) 701-9636 F: (972) 701-9639DALLAS * NEWPORT BEACH * NEW ORLEANS *ORLANDO * CHENNAI * MONTEVIDEOCopyright 2017 - Humphreys & Partners Urban Architecture, L.P.All Rights ReservedISSUE FOR PERMIT APPLICATION:ISSUE FOR CONSTRUCTION:DESIGNED BY:PLOT DATEwww.humphreys.comSHEET CONTENTSSHEET NUMBERSCALE--- 1 1/2" = 1'-0"A1.05aFLOOR & ROOFTYPESCHEDULENEWMAN DEVELOPMENT GROUPCITY CENTREBH16077PERMIT ISSUE (07/10/2017)SBMCITHACA, NY07/10/201707/10/2017REVISION SCHEDULENO: DATE: DESCRIPTION: Design No. W417Nonbearing Wall Rating - 1 Hr* Indicates such products shall bear the UL or cUL Certification Mark for jurisdictions employing the UL or cUL Certification (suchas Canada), respectively.1. Floor and Ceiling Runners — Channel shaped runners, 3-3/4 in. wide (min), 1-1/4 in. legs, formed from min No. 18 MSG galv steel,attached to floor and ceiling with fasteners spaced 24 in. OC max.2. Steel Studs — Channel shaped, 3-5/8 in. wide (min), 1-1/2 in. legs, 7/16 in. folded back returns, formed from min No. 18 MSG galv steelspaced 16 in. OC max.3. Lateral Support Members — (Not Shown) — Where required for lateral support of studs, support may be provided by means of steelstraps, channels or other similar means as specified in the design of a particular steel stud wall system.4. Gypsum Board* — Nom. 5/8 in. thick, 4 ft wide. Gypsum board applied vertically with joints centered over studs. Fastened to the steelstuds with 1-1/4 in. long Type S self-drilling, self-tapping steel screws spaced 8 in. OC along the edges and 12 in. OC in the field of theboard.Any UL Classified Gypsum Board that is eligible for use in Design Nos. L501, G512 or U305. See Gypsum Board (CKNX) category fornames of Classified companies.5. Foamed Plastic* (Optional) — Finished spray polyurethane foam plastic formed from Voracor CE 3019 or Dow 3019 IsocyanateComponent (Part A) and Voracor CY 3049 STYROFOAM™ RS 2060 Polyol, or STYROFOAM™ CM 2060 Polyol Resin Component(Part B) maximum thickness of 1-1/2 in., spray-applied in the steel cavity against the rigid insulation or gypsum board on the exterior side ofthe wall when Item 11A is used.THE DOW CHEMICAL CO — Types Voracor CE 3019 or Dow 3019 Isocyanate Component (Part A) and Voracor CY 3049STYROFOAM™ RS 2060 Polyol, or STYROFOAM™ CM 2060 Polyol Resin Component (Part B).5A. Foamed Plastic* (Optional) — Spray applied, foamed plastic insulation, at a maximum thickness of 1-1/2 in. spray-applied in the steelcavity against the rigid insulation or gypsum board on the exterior side of the wall when Item 11A is used.NCFI POLYURETHANES — NCFI 11-017, NCFI 11-016, NCFI 11-0155B. Batts and Blankets* — (Optional) — Any glass fiber or mineral wool batt material bearing the UL Classification Marking as to FireResistance, of a thickness to completely fill stud cavity.See Batts and Blankets* (BZJZ) category for names of Classified companies.6. Foamed Plastic* — (Optional) 1/2 in. to 3 in. thick, rigid polyisocyanurate insulation board attached to the studs with Type S steel screwsin each corner of each piece of insulation board. Screws shall be min. 1/2 in. longer than thickness of insulation board or insulation boardand gypsum board when Item 11A is used.CARLISLE COATINGS & WATERPROOFING INC — Type R2+ SheathFIRESTONE BUILDING PRODUCTS CO L L C — "Enverge™ CI Foil Exterior Wall Insulation" and "Enverge™ CI Glass Exterior WallInsulation"HUNTER PANELS — Type Xci-Class A, Xci 286, "Xci CG", "Xci Foil"RMAX OPERATING L L C — Types TSX-8500, TSX-8510, Thermasheath-XP, ECOMAXci, Thermasheath-3, Durasheath-3THE DOW CHEMICAL CO — Type Thermax Sheathing, Thermax Light Duty Insulation, Thermax Heavy Duty Insulation, Thermax MetalBuilding Board, Thermax White Finish Insulation, Thermax ci Exterior Insulation, Thermax XARMOR ci Exterior Insulation, Thermax IHInsulation, Thermax Plus Liner Panel and Thermax Heavy Duty Plus (HDP).6A. Foamed Plastic* — (Optional - in lieu of item 6) - 1/2 in. to 3 in. thick, rigid polyisocyanurate composite insulation board attached to thestuds with Type S steel screws in each corner of each piece of insulation board. Screws shall be min. 1/2 in. longer than thickness ofinsulation board or insulation board and gypsum board when Item 11A is used.HUNTER PANELS — Type "Xci NB" and "Xci PlyRMAX OPERATING L L C — Types Thermasheath-SI, ECOBASEci, ThermaBase-CI6B. Gypsum Board* — (Optional - in lieu of items 6 or 6A) - As described in item 4 - Nom. 5/8 in. thick, 4 ft wide. Gypsum board appliedvertically with joints centered over studs. Fastened to the steel studs with 1-1/4 in. long Type S self-drilling, self-tapping steel screws spaced 8in. OC along the edges and 12 in. OC in the field of the board.7. Self-Adhered Flashing Tape or Sealant — (Optional) — Min 4 in. wide tape placed over joints of foamed plastic (Item 6) on exteriorsurface of wall or sealant placed within the joints of the foamed plastic (Item 6).8. Mortar Drop Protection — (Optional) - A 1 in. thick mesh consisting of entangled, extruded plastic threads on a continuous backing,placed by weepholes at bottom of air space behind brick veneer.9. Wall Anchor Ties — Wall anchors attached to steel studs with self-drilling, self-tapping steel screws, of sufficient length to penetrate steelstuds a min. of 1/2 in. spaced max 24 in. OC.10. Vapor Retarder, Water Barrier or Water Resistive Barrier — (Optional) — As required.11. Brick Veneer — Any 4 in. wide brick. Min 1 in. airspace provided between veneer and Foamed Plastic (Item 6). Fastened overFoamed Plastic (Items 6 or 6A) or gypsum board (item 6B) to steel studs with Wall Anchor Ties (Item 9).11A. Alternate Veneers — (Not Shown) - The following veneers may be used as an alternate to the Brick Veneer (Item 11) whenGypsum Board (Item 6B) is installed to the steel studs on the exterior side of the wall. Foamed Plastic (Items 6 or 6A) may or may not beapplied over gypsum board. The following exterior facings are to be installed in accordance with the manufacturer's installationinstructions.a). Aluminum Siding — (Not Shown) — 0.019 in. min thick painted aluminum meeting AAMA 1402. Fastened over Foamed Plastic (Item 6)to steel studs.b). Steel Siding — (Not Shown) — 0.017 in. min thick (No. 17 GSG gauge) painted steel. Fastened over Foamed Plastic (Item 6) to steelstuds.c). Vinyl Siding — (Not Shown) — 0.035 in. min thick vinyl, UL Classified exterior plastic siding (Molded Plastic). Fastened over FoamedPlastic (Item 6) to steel studs.d). Wood Siding — (Not Shown) — 0.313 in. min thick lumber, plywood or OSB wood based siding. Fastened over Foamed Plastic (Item6) to steel studs. As an option, the Wood Siding may be placed between the Foamed Plastic and Fiber-Cement Siding (Item f), Stucco (Itemi) or One-Coat Stucco (Item j).e). Hard board Siding — (Not Shown) — 0.250 in. min thick hard board exterior siding. Fastened over Foamed Plastic (Item 6) to steelstuds.f). Fiber-Cement Siding — (Not Shown) — 0.250 in. min thick fiber-cement based siding. Fastened over Foamed Plastic (Item 6) to steelstuds.g). Stone — (Not Shown) — 2.0 in. min (natural stone) or 1.5 min (cast artificial) thick stone. Fastened over Foamed Plastic (Item 6) to steelstuds.h). Concrete Masonry Veneer — (Not Shown) — 2.0 in. min thick concrete masonry units. Fastened over Foamed Plastic (Item 6) to steelstuds with metal ties.i). Stucco — (Not Shown) — Portland cement type, 0.750 in. min thickness. Metal lath or mesh base fastened over Foamed Plastic (Item 6)to steel studs.j). One-Coat Stucco — (Not Shown) — 0.375 in. min thickness. Wire fabric lath fastened over Foamed Plastic (Item 6) to steel studs.k). Exterior Insulation and Finish System (EIFS) — (Not Shown) — Base coat with reinforcing mesh applied over Foamed Plastic (Item6) followed by finish coat.l). Metal Panel — (Not Shown) — 0.039 in. min. thick metal panel or metal-composite-metal (MCM) panel. Fastened over Foamed Plastic(Item 6) to steel studs.12. Joint Tape and Compound — Vinyl or casein, dry or premixed joint compound applied in two coats to joints and screw heads ofgypsum board. Paper tape, 2 in. wide, embedded in first layer of compound over all joints.* Indicates such products shall bear the UL or cUL Certification Mark for jurisdictions employing the UL or cUL Certification(such as Canada), respectively.Design No. V454Bearing and Non-Bearing Wall Rating - 1 Hr (See Item 5B)* Indicates such products shall bear the UL or cUL Certification Mark for jurisdictions employing the UL or cUL Certification (suchas Canada), respectively.1. Steel Floor and Ceiling Tracks — Top and bottom tracks of wall assemblies shall consist of steel members, min No. 20 MSG (0.0329 in.,min bare metal thickness) steel or min No. 20 GSG (0.036 in. thick) galv steel or No. 20 MSG (0.033 in. thick) primed steel, that provide asound structural connection between steel studs, and to adjacent assemblies such as a floor, ceiling, and/or other walls. Attached to floorand ceiling assemblies with steel fasteners spaced not greater than 24 in. O.C.2. Steel Studs — Corrosion protected steel studs, min No. 20 MSG (0.0329 in., min bare metal thickness) steel or min 3- 1/2 in. wide, min No.20 GSG (0.036 in. thick) galv steel or No. 20 MSG (0.033 in. thick) primed steel, cold formed, shall be designed in accordance with thecurrent edition of the Specification for the Design of Cold-Formed Steel Structural Members by the American Iron and Steel Institute. Alldesign details enhancing the structural integrity of the wall assembly, including the axial design load of the studs, shall be as specified bythe steel stud designer and/or producer, and shall meet the requirements of all applicable local code agencies. The max stud spacing ofwall assemblies shall not exceed 24 in. OC. Studs attached to floor and ceiling tracks with 1/2 in. long Type S-12 steel screws on both sidesof studs or by welded or bolted connections designed in accordance with the AISI specifications.3. Lateral Support Members — (Not Shown) — Where required for lateral support of studs, support may be provided by means of steelstraps, channels or other similar means as specified in the design of a particular steel stud wall system.4. Gypsum Board* — Any 5/8 in. thick UL Classified Gypsum Board that is eligible for use in Design Nos. L501, G512 or U305. Nom5/8 in. thick, 4 ft wide. Gypsum board applied vertically with joints centered over studs. Fastened to both sides of the steel studs with 1 in.long Type S self-drilling, self-tapping steel screws spaced 8 in. OC along the edges and 12 in. OC in the field of the board.ACADIA DRYWALL SUPPLIES LTD — CKNX.R25370AMERICAN GYPSUM CO — CKNX.R14196BEIJING NEW BUILDING MATERIALS PUBLIC LTD CO— CKNX.R19374CERTAINTEED GYPSUM INC — CKNX.R3660CGC INC — CKNX.R19751CONTINENTAL BUILDING PRODUCTS OPERATING CO, L L C — CKNX.R18482GEORGIA-PACIFIC GYPSUM L L C — CKNX.R2717GEORGIA-PACIFIC GYPSUM L L C — CKNX.R6937LOADMASTER SYSTEMS INC — CKNX.R11809NATIONAL GYPSUM CO — CKNX.R3501PABCO BUILDING PRODUCTS L L C, DBA PABCO GYPSUM — CKNX.R7094PANEL REY S A — CKNX.R21796SIAM GYPSUM INDUSTRY (SARABURI) CO LTD — CKNX.R19262THAI GYPSUM PRODUCTS PCL — CKNX.R27517UNITED STATES GYPSUM CO — CKNX.R1319USG MEXICO S A DE C V — CKNX.R160895. Batts and Blankets* — (Optional) — Any glass fiber or mineral wool batt material bearing the UL Classification Marking as to FireResistance, of a thickness to completely fill stud cavity.See Batts and Blankets* (BZJZ) category for names of Classified companies.5A. Foamed Plastic* — As an alternate to Item 5 — Optional — Finished spray polyurethane foam plastic formed from Voracor CE 3019 orDow 3019 Isocyanate Component (Part A) and Voracor CY 3049 STYROFOAM™ RS 2060 Polyol, or STYROFOAM™ CM 2060 Polyol ResinComponent (Part B) maximum thickness of 1-1/2 in., spray-applied in the steel cavity against the gypsum board on the exterior side of thewall.THE DOW CHEMICAL CO — Types Voracor CE 3019 or Dow 3019 Isocyanate Component (Part A) and Voracor CY 3049 STYROFOAM™RS 2060 Polyol, or STYROFOAM™ CM 2060 Polyol Resin Component (Part B).5B. Foamed Plastic* — As an alternate to Item 5 - Spray applied, foamed plastic insulation, at any thickness from partial fill to completelyfilling stud cavity.BASF CORP — Enertite® NM, Spraytite® 178, Comfort Foam® 178, Spraytite® 81206, Walltite® US, Walltite® US-N, Spraytite® 158, ComfortFoam® 158, and Spraytite® 81205a. For Use in Bearing Walls — Enertite® NM, Spraytite® 178, Comfort Foam® 178, Spraytite® 81206, Walltite® US and Walltite® US-Nb. For Use in Non-Bearing Walls — Enertite® NM, Spraytite® 178, Comfort Foam® 178, Spraytite® 81206, Walltite® US, Walltite® US-N,Spraytite® 158, Comfort Foam® 158, and Spraytite® 812055C. Foamed Plastic* — As an alternate to Item 5 — Spray applied, foamed plastic insulation, at any thickness from partial fill to completelyfilling stud cavity.NCFI POLYURETHANES — NCFI 11-016, NCFI 11-0176. Vapor Barrier — (Optional, not shown) — 4 mil min polyethylene installed between steel studs and gypsum wallboard.7. Foamed Plastic* — Max 4-1/2 in. thick rigid polystyrene insulation attached through the gypsum board to the studs with Type S-12 waferhead steel screws spaced 12 in. OC. Length of screws to be such that they engage with studs minimum 1/2 in.ATLAS EPS, DIV OF ATLAS ROOFING CORP — Type ThermalStarOWENS CORNING SCIENCE AND TECHNOLOGY, LLC — Foamular Extruded PolystyreneTHE DOW CHEMICAL CO — Type STYROFOAM.BASF CORP STYRENIC FOAMS DIV — Neopor "F" Series7A. Foamed Plastic* — (As an alternate to Item 7) — Max 4 in. thick rigid polyisocyanurate insulation attached through the gypsum boardto the studs with min 4-1/2 in. long Type S-12 wafer head steel screws spaced 12 in. OC.THE DOW CHEMICAL CO — Type Thermax Sheathing, Thermax Light Duty Insulation, Thermax Heavy Duty Insulation, Thermax MetalBuilding Board, Thermax White Finish Insulation, Thermax ci Exterior Insulation, Thermax XARMOR ci Exterior Insulation, Thermax IHInsulation, Thermax Plus Liner Panel, Thermax Heavy Duty Plus (HDP) and TUFF-R™ ci Insulation7B. Foamed Plastic* — (As an alternate to Item 7) — Max 4 in. thick rigid polyisocyanurate insulation attached through the gypsum boardto the studs with min 4-1/2 in. long Type S-12 wafer head steel screws spaced 12 in. OC.ATLAS ROOFING CORP — "EnergyShield Pro Wall Insulation" and "EnergyShield Pro 2 Wall Insulation."CARLISLE COATINGS & WATERPROOFING INC — Type R2+ SheathFIRESTONE BUILDING PRODUCTS CO L L C — "Enverge™ CI Foil Exterior Wall Insulation" and "Enverge™ CI Glass Exterior WallInsulation"HUNTER PANELS — Type Xci-Class A, Xci 286, "Xci CG", "Xci Foil"RMAX OPERATING L L C — "TSX-8500", "TSX-8510", "Thermasheath-XP", "ECOMAXci", "Thermasheath-3", "Durasheath-3"7C. Construction Tape or Sealant — (Optional, Not Shown) — Min 2 in. wide plastic tape placed over joints of foamed plastic on exteriorsurface of wall or sealant placed within the joints of the foamed plastic.7D. Foamed Plastic* — (As an alternate to Item 7) — Spray applied, foamed plastic insulation spray applied between Item 4 (GypsumBoard) and Item 10 (Exterior Facings), having a 1 in. min air space.BASF CORP — SPRAYTITE® 178 Series; SPRAYTIE® 81206 Series; WALLTITE® US Series; WALLTITE® US-N Series7E. Building Units* — (As an alternate to Item 7) — Max 4 in. thick rigid polyisocyanurate composite insulation attached through thegypsum board to the studs with min 4-1/2 in. long Type S-12 wafer head steel screws spaced 12 in. OC.HUNTER PANELS — Type "Xci NB" and "Xci PlyRMAX OPERATING L L C — "Thermasheath-SI", "ECOBASEci", "ThermaBase-CI"7F. Foamed Plastic* — (As an alternate to Item 7) — Spray applied, foamed plastic insulation spray applied between Item 4 (GypsumBoard) and Item 10 (Exterior Facings), having a 1 in. min air space.NCFI POLYURETHANES — NCFI 11-016, NCFI 11-0178. Wall Anchor Ties — Wall anchors attached to steel studs with self-drilling, self-tapping steel screws, of sufficient length to penetratesteel studs a min. of 1/2 in. spaced max 24 in. OC. For use with Item 10H.9. Vapor Retarder, Water Barrier or Water Resistive Barrier — (Optional) — As required.10. Exterior Facings — One of the following exterior facings is to be installed in accordance with the manufacturer's installationinstructions.10A. Aluminum Siding — (Not Shown) — 0.019 in. min thick painted aluminum meeting AAMA 1402. Fastened over Foamed Plastic (Item 7or 7A) to steel studs.10B. Steel Siding — Min No. 17 GSG gauge painted steel. Fastened over Foamed Plastic (Item 7 or 7A) to steel studs.10C. Vinyl Siding — (Not Shown) — 0.035 in. min thick vinyl, UL Classified exterior plastic siding (Molded Plastic). Fastened over FoamedPlastic (Item 7 or 7A) to steel studs.10D. Wood Siding — (Not Shown) — 0.313 in. min thick lumber, plywood or OSB wood based siding. Fastened over Foamed Plastic (Item 7or 7A) to steel studs. As an option, the Wood Siding may be placed between the Foamed Plastic and Fiber-Cement Siding (Item 10F),Stucco (Item 10J) or One-Coat Stucco (Item 10K).10E. Hard board Siding — (Not Shown) — 0.250 in. min thick hard board exterior siding. Fastened over Foamed Plastic (Item 7 or 7A) tosteel studs.10F. Fiber-Cement Siding — (Not Shown) — 0.250 in. min thick fiber-cement based siding. Fastened over Foamed Plastic (Item 7 or 7A) tosteel studs.10G. Stone — (Not Shown) — 2.0 in. min (natural stone) or 1.5 min (cast artificial) thick stone. Fastened over Foamed Plastic (Item 7 or 7A)to steel studs.10H. Brick Veneer — Any 4 in. wide brick. Min 1 in. airspace provided between veneer and Foamed Plastic (Item 7 or 7A). Fastened overFoamed Plastic (Item 7 or 7A) to steel studs with Wall Anchor Ties (Item 8).10I. Concrete Masonry Veneer — (Not Shown) — 2.0 in. min thick concrete masonry units. Fastened over Foamed Plastic (Item 7 or 7A) tosteel studs with metal ties.10J. Stucco — (Not Shown) — Portland cement type, 0.750 in. min thickness. Metal lath or mesh base fastened over Foamed Plastic (Item 7or 7A) to steel studs.10K. One-Coat Stucco — (Not Shown) — 0.375 in. min thickness. Wire fabric lath fastened over Foamed Plastic (Item 7 or 7A) to steelstuds.10L. Exterior Insulation and Finish System (EIFS) — (Not Shown) — Base coat with reinforcing mesh applied over Foamed Plastic (Item 7or 7A) followed by finish coat.10M. Metal Panel — (Not Shown) — 0.039 in. min. thick metal panel or metal-composite-metal (MCM) panel. Fastened over Foamed Plastic(Item 7 or 7A) to steel studs.10N. Wall and Partition Facing and Accessories — (Not Shown) Installed in accordance with the manufacturers installation instructions.Min. 0.25 in. (6 mm) thick panel fastened to the exterior surface.KEENE BUILDING PRODUCTS CO INC — Types Driwall Rainscreen 020, Driwall Rainscreen 10 and CAV-AIR-ATOR11. Joint Tape and Compound — Vinyl or casein, dry or premixed joint compound applied in two coats to joints and screw heads. Papertape, 2 in. wide, embedded in first layer of compound over all joints.* Indicates such products shall bear the UL or cUL Certification Mark for jurisdictions employing the UL or cUL Certification (suchas Canada), respectively.Design No. U423Design No. U423June 06, 2016Bearing Wall Ratings — 45 min, 1, 1-1/2 or 2 Hr (See Items 5 & 7)This design was evaluated using a load design method other than the Limit States Design Method (e.g., Working Stress DesignMethod). For jurisdictions employing the Limit States Design Method, such as Canada, a load restriction factor shall be used — SeeGuide BXUV or BXUV7* Indicates such products shall bear the UL or cUL Certification Mark for jurisdictions employing the UL or cUL Certification (such asCanada), respectively.1. Floor and Ceiling Runners — (Not Shown) — Channel shaped, fabricated from min 0.0329 in., bare metal thickness (No. 20 MSG)corrosion-protected steel, that provide a sound structural connection between steel studs and adjacent assemblies such as floors,ceilings and/or other walls. Attached to floor and ceiling assemblies with steel fasteners spaced not greater than 24 in. OC.1A. Floor and Ceiling Runners — (Not Shown, As an alternate to Item 1, For Use With Item 5A and 5C) — Channel shaped runnersmin 3-1/2 in. deep with 1-1/4 in. flanges fabricated from min No. 20 MSG corrosion-protected steel. Attached to floor and ceilingassemblies with steel fasteners spaced not greater than 24 in. OC.2. Steel Studs — Min 0.0329 in., bare metal thickness (No. 20 MSG) corrosion-protected steel studs, min 3-1/2 in. wide, cold formed,designed in accordance with the current edition of the Specification for the Design of Cold-Formed Steel Structural Members by theAmerican Iron and Steel Institute (AISI). All design details enhancing the structural integrity of the wall assembly, including the axialdesign load of the studs, shall be as specified by the steel stud designer and/or producer, and shall meet the requirements of allapplicable local code agencies. The max stud spacing shall not exceed 24 in. OC. Studs attached to floor and ceiling runners with 1/2in. long Type S-12 steel screws on both sides of the studs or by welded or bolted connections designed in accordance with the AISIspecifications.2A. Steel Studs — (As an alternate to Item 2, For use with Item 5A, 5C, 5D, and 5E) — Channel shaped, fabricated from min 20 MSGcorrosion-protected or galv steel, 3-1/2 in. min width, min 1-1/2 in. flanges and 1/4 in. return, spaced a max of 16 in. OC. Studs friction-fit into floor and ceiling runners.2B. Steel Studs — (As an alternate to Item 2 and 2A, For Use With Item 5B) — Min 0.0329 in., (No. 20 MSG) corrosion-protected coldformed steel studs, min 3-1/2 in. deep by 1-5/8 in. wide with 1/2 in. returns. Braced at mid-height and designed in accordance with thecurrent edition of the Specification for the Design of Cold-Formed Steel Structural Members by the American Iron and Steel Institute(AISI). All design details enhancing the structural integrity of the wall assembly, including the axial design load of the studs, shall beas specified by the steel stud designer and/or producer, and shall meet the requirements of all applicable local code agencies. Themax stud spacing shall not exceed 24 in. OC. Studs attached to floor and ceiling runners with 1/2 in. long Type S-12 steel screws onboth sides of the studs or by welded or bolted connections designed in accordance with the AISI specifications.2C. Framing Members - Steel Studs — (As an alternate to Item 2, For use with Item 5C) — Channel shaped, fabricated from min 20 MSG(0.0327 in. thick) corrosion-protected or galv steel, 3-1/2 in. min width, min 1-1/2 in. flanges and 1/4 in. return, spaced a max of 16 in. OC.Studs friction-fit into floor and ceiling runners. Studs to be cut 5/8 to 3/4 in. less than assembly height.3. Lateral Support Members — (Not shown) — Where required for lateral support of studs, support shall be provided by means ofsteel straps, channels or other similar means as specified in the design of a particular steel stud wall system.4. Wood Structural Panel Sheathing — (Optional, For use with Item 5 only) — (Not Shown) — 4 ft wide, 7/16 in. thick oriented strandboard (OSB) or 15/32 in. thick structural 1 sheathing (plywood) complying with DOC PS1 or PS2, or APA Standard PRP-108,manufactured with exterior glue, applied horizontally or vertically to the steel studs. Vertical joints centered on studs, and staggeredone stud space from wallboard joints. Attached to studs with flat-head self-drilling tapping screws with a min. head diam. of 0.292 in.at maximum 6 in. OC. in the perimeter and 12 in. OC. in the field. When used, gypsum panels attached over OSB or plywood panelsand fastener lengths for gypsum panels increased by min. 1/2 in.The maximum loading on the steel studs was evaluated with the steel studs braced at mid-height and not braced by the plywoodsheathing.5. Gypsum Board* — Gypsum panels with beveled, square or tapered edges, applied vertically or horizontally. Vertical jointscentered over studs and staggered one stud cavity on opposite sides of studs. Vertical joints in adjacent layers (multilayer systems)staggered one stud cavity. Horizontal joints need not be backed by steel framing. Horizontal edge joints and horizontal butt jointson opposite sides of studs need not be staggered when load is reduced to 90 percent of max stud capacity. When load is at 100percent, horizontal edge joints and horizontal butt joints on opposite sides of studs staggered a min of 12 in. Horizontal edgejoints and horizontal butt joints in adjacent layers (multilayer systems) staggered a min of 12 in. When used in widths other than 48in., gypsum panels to be installed horizontally. The thickness and number of layers and percent of design load for the 45 min, 1 hr,1-1/2 hr, and 2 hr ratings are as follows:@Rating applicable when Batts and Blankets (Item 7) are used.CGC INC — 1/2 in. thick Type IP-X2, IPC-AR, C, WRC, or; 5/8 in. thick Type SCX, SHX, WRX, IP-X1, AR, C, IP-AR, IP-X2, IPC-AR, ULX, orWRC; 3/4 in. thick Types AR, IP-AR, IP-X3, ULTRACODEUNITED STATES GYPSUM CO — 1/2 in. thick Type C, IP-X2, IPC-AR, or WRC; 5/8 in. thick Type AR, C, FRX-G, IP-AR, IP-X1, IP-X2, IPC-AR, SCX, SGX, SHX, ULX, WRX, or WRC; 3/4 in. thick Types AR, IP-AR or IP-X3, ULTRACODEUSG BORAL ZAWAWI DRYWALL L L C SFZ — 1/2 in. Type C; 5/8 in. Types C, SCX, ULTRACODEUSG MEXICO S A DE C V — 1/2 in. thick Type C, IP-X2, IPC-AR, WRC; 5/8 in. thick Type AR, C, IP-AR, IP-X1, IP-X2, IPC-AR, SCX, SHX,ULX, WRX or WRC; 3/4 in. thick Types AR, IP-AR, IP-X3, ULTRACODE5A. Gypsum Board* — (As an alternate to Item 5 when used as the base layer on one or both sides of wall, For direct attachment only,not to be used with Item 4) — Nom 5/8 in. or 3/4 in. may be used as alternate to all 5/8 in. or 3/4 in. shown in Item 5, Wallboard Protectionon Each Side of Wall table. Nom 5/8 in. or 3/4 in. thick lead backed gypsum panels with beveled, square or tapered edges, appliedvertically. Vertical joints centered over 20 MSG steel studs and staggered min 1 stud cavity on opposite sides of studs. See Items 1A, 2A 8,8A(a). Wallboard secured to studs with 1-1/4 in. long Type S-12 steel screws spaced 8 in. OC at perimeter and 12 in. OC in the field. To beused with Lead Batten Strips (see Item 12) or Lead Discs or Tabs (see Item 13).RAY-BAR ENGINEERING CORP — Type RB-LBG5B. Gypsum Board* — (As an alternate to Items 5 and 5A) — Nom 5/8 in. thick gypsum panels with square edges, applied horizontallyor vertically. For the1 hour single layer system -when the gypsum board panels are installed horizontally the joints are to bestaggered by a minimum of 12 in. on opposite sides of assembly, they are to be secured on each side of the studs with 1-1/4 in. longType S-12 bugle head steel screws spaced 8 in. OC to the top and bottom tracks and in the field with screws 1 in. and 4 in. from thehorizontal joints. When the gypsum board panels are installed vertically all vertical joints must be centered over studs and staggeredmin 1 stud cavity on opposite sides of studs. Gypsum board secured to studs with 1-1/4 in. long Type S-12 steel screws spaced 8 in. OCto the top and bottom tracks and in the field with screws 1 in and 4 in. from the perimeter. For the 2 hour double layer system - whenthe gypsum board panels are installed horizontally the joints need not be staggered on opposite sides of assembly. Base layersecured on each side of the studs with 1-1/4 in. long Type S-12 bugle head steel screws spaced 16 in. OC to the top and bottom trackand in the field with screws beginning 1 in. and 8 in. from the horizontal joints. Face layer horizontal joints staggered 8 in from baselayer joints and secured with 1-5/8 in. long Type S-12 bugle head steel screws spaced 16 in. OC to the top and bottom tracks and in thefield with screws beginning 1 in. and 8 in. from the horizontal joints. Face layer screws offset 8 in. from base layer screws. When thegypsum board panels are installed vertically all vertical joints must be centered over studs and staggered min 1 stud cavity onopposite sides of studs. Face layer gypsum boards secured to studs with 1-1/4 in. long Type S-12 steel screws spaced 16 in. OC withscrews 2 in. and 16 in. from the perimeter. Base layer gypsum boards secured to studs with 1-1/4 in. long Type S-12 steel screws spaced16 in. OC with screws 1-1/2 in and 8 in. from the perimeter. Face layer screws offset 8 in. from base layer screws.CGC INC — Type USGXUNITED STATES GYPSUM CO — 5/8 in. thick Type USGX (Joint tape and compound, Item 9, optional with Type USGX)USG MEXICO S A DE C V — Type USGX5C. Gypsum Board* — (As an alternate to Item 5 when used as the base layer on one or both sides of wall, For direct attachment only,not to be used with Item 4) — Nominal 5/8 in. thick lead backed gypsum panels with beveled, square or tapered edges, appliedvertically. Vertical joints centered over studs and staggered min 1 stud cavity on opposite sides of studs. Wallboard secured to studswith 1-1/4 in. long Type S-12 (or #6 by 1-1/4 in. long bugle head fine driller) steel screws spaced 8 in. OC at perimeter and 12 in. OC in thefield.NEW ENGLAND LEAD BURNING CO INC, DBA NELCO — Nelco5D. Gypsum Board* — (As an alternate to Item 5 when used as the base layer on one or both sides of wall, For direct attachment only,not to be used with Item 4) — Nom 5/8 or 3/4 in. may be used as alternate to all 5/8 or 3/4 in. shown in Item 5, Wallboard Protection onEach Side of Wall table. Nom 5/8 or 3/4 in. thick lead backed gypsum panels with beveled, square or tapered edges, applied vertically.Vertical joints centered over 20 MSG steel studs and staggered min 1 stud cavity on opposite sides of studs. See Items 1A, 2A 8, 8A(a).Wallboard secured to studs with 1-1/4 in. long Type S-12 steel screws spaced 8 in. OC at perimeter and 12 in. OC in the field. To be usedwith Lead Batten Strips (see Item 12A) or Lead Discs (see Item 13A).MAYCO INDUSTRIES INC — Type X-Ray Shielded Gypsum5E. Gypsum Board* — (As an alternate to Item 5 when used as the base layer on one or both sides of wall, For direct attachment only,not to be used with Item 4) — Nom 5/8 in. may be used as alternate to all 5/8. shown in Item 5, Wallboard Protection on Each Side ofWall table. Nom 5/8 or 3/4 in. thick lead backed gypsum panels with beveled, square or tapered edges, applied vertically. Vertical jointscentered over 20 MSG steel studs and staggered min 1 stud cavity on opposite sides of studs. See Items 1A, 2A 8, 8A(a). Wallboardsecured to studs with 1-1/4 in. long Type S-12 steel screws spaced 8 in. OC at perimeter and 12 in. OC in the field.. Lead batten stripsrequired behind vertical joints of lead backed gypsum wallboard and optional at remaining stud locations. Lead batten strips, min 2in. wide, max 8 ft long with a max thickness of 0.14 in. placed on the face of studs and attached to the stud with construction adhesiveand two 1 in. long Type S-12 pan head steel screws, one at the top of the strip and one at the bottom of the strip. Lead discs, nominal3/8 in. diam by max 0.085 in. thick. Compression fitted or adhered over the screw heads. Lead batten strips and discs to have a purity of99.9% meeting the Federal specification QQ-L-201f, Grade "C".RADIATION PROTECTION PRODUCTS INC — Type RPP - Lead Lined Drywall5F. Gypsum Board* — Gypsum panels with beveled, square or tapered edges, applied vertically or horizontally. Vertical jointscentered over studs and staggered one stud cavity on opposite sides of studs. Horizontal joints need not be backed by steel framing.Horizontal edge joints and horizontal butt joints on opposite sides of studs need not be staggered. Horizontal edge joints andhorizontal butt joints between layers need not be staggered. When used in widths other than 48 in., gypsum panels to be installedhorizontally. Insulation (Item 7D) required when using Type ULIX for the 1 hour Rating. The thickness and number of layers andpercent of design load are as follows:@Rating applicable when Batts and Blankets (Item 7) are used.UNITED STATES GYPSUM CO — 5/8 in. thick Type ULIX6. Fasteners — (Not Shown) — For use with Item 5 - Type S-12 steel screws used to attach panels to runners (Item 1 or 1A) and studs (Item 2 or2A) or furring channels (Item 8). Single layer systems: 1 in. long for 1/2 and 5/8 in. thick panels or 1-1/4 in. long for 3/4 in. thick panels, spaced8 in. OC when panels are applied horizontally, or 12 in. OC when panels are applied vertically. Two layer systems: First layer- 1 in. long for1/2 and 5/8 in. thick panels or 1-1/4 in. long for 3/4 in. thick panels, spaced 16 in. OC. Second layer- 1-5/8 in. long for 1/2 in. and 5/8 in. thickpanels or 2-1/4 in. long for 3/4 in. thick panels, spaced 16 in. OC with screws offset 8 in. from first layer. Three-layer systems: First layer- 1 in.long for 1/2 in. thick panels, spaced 24 in. OC. Second layer- 1-5/8 in. long for 1/2 in. thick panels, spaced 24 in. OC. Third layer- 2-1/4 in. longfor 1/2 in. thick panels, spaced 12 in. OC. Screws offset min 6 in. from layer below.6A. Fasteners — (Not Shown) — For use with Item 5F- Type S or S-12 steel screws used to attach panels to studs or furring channels (Item 8).Single layer systems: 1 in. long screws, spaced 8 in. OC when panels are applied horizontally, or 8 in. OC along vertical and bottom edgesand 12 in. OC in the field when panels are applied vertically. Two layer systems: First layer- 1 in. long screws, spaced 16 in. OC. Secondlayer- 1-5/8 in. screws, spaced 8 in. OC with screws offset 8 in. from first layer.7. Batts and Blankets* — (Required as indicated under Item 5 and 5F) — Nom 2 in. thick mineral wool batts, friction fitted between studs andrunners. See Batts and Blankets (BKNV or BZJZ) Categories for names of Classified companies.7A. Batts and Blankets* — (Optional, Not Shown) — Placed in stud cavities, any glass fiber or mineral wool insulation bearing the ULClassification Marking as to Surface Burning Characteristics and/or Fire Resistance. See Batts and Blankets (BKNV or BZJZ) Categories fornames of Classified companies.7B. Batts and Blankets* — (Optional, Not Shown) — Placed in stud cavities, glass fiber insulation bearing the UL Classification Marking as toSurface Burning Characteristics and/or Fire Resistance.OWENS CORNING — Type QuietZone Acoustic Batts7C. Fiber, Sprayed* — (Optional) — As an alternate to Batts and Blankets (Item 7) — Not for use with Items 8A or 8B) — Spray appliedmineral wool insulation. The fiber is applied with water to completely fill the enclosed cavity in accordance with the applicationinstructions supplied with the product. See Fiber, Sprayed (CCAZ).AMERICAN ROCKWOOL MANUFACTURING, LLC — Type Rockwool7D. Batts and Blankets* — Placed in stud cavities, any 3-1/2 in. thick glass fiber insulation bearing the UL Classification Marking as toSurface Burning Characteristics and/or Fire Resistance. See Batts and Blankets (BKNV or BZJZ) Categories for names of Classifiedcompanies.8. Furring Channels — (Optional on one or both sides, not shown, for single or double layer systems) — Resilient furring channelsfabricated from min 25 MSG corrosion-protected steel, spaced vertically a max of 24 in. OC. Flange portion attached to each intersectingstud with 1/2 in. long Type S-12 panhead steel screws. Not for use with type FRX-G gypsum panels and Item 5A or 5C.8A. Steel Framing Members (Not Shown)* — (Optional on one or both sides, not shown, for single or double layer systems) — As analternate to Item 8, furring channels and Steel Framing Members as described below:a. Furring Channels — Formed of No. 25 MSG galv steel. 2-9/16 in. or 2-23/32 in. wide by 7/8 in. deep, spaced max. 24 in. OC perpendicularto studs. Channels secured to studs as described in Item b. Gypsum board attached to furring channels as described in Item 6. Not foruse with type FRX-G gypsum panels and Item 5A or 5C.b. Steel Framing Members* — Used to attach furring channels (Item 8a) to studs (Item 2). Clips spaced max. 48 in. OC., and secured tostuds with No. 8 x 1-1/2 in. minimum self-drilling, S-12 steel screw through the center grommet. Furring channels are friction fitted intoclips. RSIC-1 clip for use with 2-9/16 in. wide furring channels. RSIC-1 (2.75) clip for use with 2-23/32 in. wide furring channels.PAC INTERNATIONAL L L C — Types RSIC-1, RSIC-1 (2.75).8B. Steel Framing Members* — (Not Shown) — (Optional on one or both sides, not shown, for single or double layer systems) — As analternate to Item 8, furring channels and Steel Framing Members as described below:a. Furring Channels — Formed of No. 25 MSG galv steel. 2-3/8 in. wide by 7/8 in. deep, spaced max. 24 in. OC perpendicular to studs.Channels secured to studs as described in Item b. Gypsum board attached to furring channels as described in Item 6. Not for use withtype FRX-G gypsum panels and Item 5A or 5C.b. Steel Framing Members* — Used to attach furring channels to studs (Item 2). Clips spaced max. 48 in. OC., and secured to studs withNo. 8 x 1-1/2 in. minimum self-drilling, S-12 steel screw through the center grommet. Furring channels are friction fitted into clips.PLITEQ INC — Type GENIECLIP9. Joint Tape and Compound — Vinyl or casein, dry or premixed joint compound applied in two coats to joints and screw heads of outerlayers. Paper tape, nom 2 in. wide, embedded in first layer of compound over all joints of outer layers. Paper tape and joint compoundmay be omitted when gypsum boards are supplied with square edges.10. Siding, Brick or Stucco — (Optional, Not Shown) — Aluminum, vinyl or steel siding, brick veneer or stucco, meeting the requirementsof local code agencies. Brick veneer attached to studs with corrugated metal wall ties attached to each stud with steel screws, not morethan each sixth course of brick.11. Caulking and Sealants* — (Optional, Not Shown) — A bead of acoustical sealant applied around the partition perimeter for soundcontrol.UNITED STATES GYPSUM CO — Type AS12. Lead Batten Strips — (Not Shown, For Use With Item 5A) — Lead batten strips, min 1-1/2 in. wide, max 10 ft long with a max thicknessof 0.125 in. Strips placed on the interior face of studs and attached from the exterior face of the stud with two 1 in. long Type S-12 panhead steel screws, one at the top of the strip and one at the bottom of the strip. Lead batten strips to have a purity of 99.9% meeting theFederal specification QQ-L-201f, Grade "C". Lead batten strips required behind vertical joints of lead backed gypsum wallboard (Item 5A)and optional at remaining stud locations. Required behind vertical joints.12A. Lead Batten Strips — (Not Shown, for use with Item 5D) — Lead batten strips, 2 in. wide, max 10 ft long with a max thickness of 0.140in. Strips placed on the face of studs and attached to the stud with two min. 1 in. long min. Type S-8 pan head steel screws, one at thetop of the strip and one at the bottom of the strip or with one min. 1 in. long min. Type S-8 pan head steel screw at the top of the strip.Lead batten strips to have a purity of 99.5% meeting the Federal specification QQ-L-201f, Grades "B, C or D". Lead batten strips requiredbehind vertical joints of lead backed gypsum wallboard (Item 6) and optional at remaining stud locations.13. Lead Discs or Tabs — (Not Shown, For Use With Item 5A) — Used in lieu of or in addition to the lead batten strips (Item 12) oroptional at other locations - Max 3/4 in. diam by max 0.125 in. thick lead discs compression fitted or adhered over steel screw heads or max1/2 in. by 1-1/4 in. by max 0.125 in. thick lead tabs placed on gypsum boards (Item 5A) underneath screw locations prior to the installationof the screws. Lead discs or tabs to have a purity of 99.9% meeting the Federal specification QQ-L-201f, Grade "C".13A. Lead Discs — (Not Shown, for use with Item 5D) — Max 5/16 in. diam by max 0.140 in. thick lead discs compression fitted or adheredover steel screw heads. Lead discs to have a purity of 99.5% meeting the Federal Specification QQ-L-201f, Grades "B, C or D".14. Lead Batten Strips — (Not Shown, For Use With Item 5C) — Lead batten strips, 2 in. wide, max 10 ft long with a max thickness of 0.142in. Strips placed on the face of studs and attached to the stud with two min. 1 in. long min. Type S-8 pan head steel screws, one at thetop of the strip and one at the bottom of the strip or with one min. 1 in. long min. Type S-8 pan head steel screw at the top of the strip.Lead batten strips to have a purity of 99.9% meeting the Federal specification QQ-L-201f, Grade "C". Lead batten strips required behindvertical joints of lead backed gypsum wallboard (Item 5C) and optional at remaining stud locations.15. Lead Tabs — (Not Shown, For Use With Item 5C) — 2 in. wide, 5 in. long with a max thickness of 0.142 in. Tabs friction-fit aroundfront face of stud, the stud folded back flange, and the back face of the stud. Tabs required at each location where a screw (that securesthe gypsum boards, Item 5C) will penetrate the steel stud. Lead tabs to have a purity of 99.9% meeting the Federal specification QQ-L-201f,Grade "C". Lead tabs may be held in place with standard adhesive tape if necessary.16. Wall and Partition Facings and Accessories* — (Optional, Not Shown) — For use with Item 1, Item 2 to 2C, Item 3, Item 5,Item 6, Item7A, Item 8 and Item 9. For a maximum fire rating of 1 hour. On one side of the wall, over the first layer of Gypsum Board (Item 5), installRefleXor membrane with the gold side facing outwards. Membrane installed with T50 staples spaced 12 inches on center in both directionsas per manufacturer's instructions, seams in membrane to be overlapped by 2 inches. When RefleXor membrane is used an additional layerof Gypsum Board identical to the one used in the first layer and as specified in Item 5 shall be installed over the membrane. Additionallayer of Gypsum Board to be installed through the membrane to the stud as specified in Item 5 except the fastener length shall beincreased by a minimum of 5/8 inch. Install Batts and Blankets in the stud cavity as per Item 7A. On the other side of the wall prior to theinstallation of the Gypsum Board install Resilient Channels as per Item 8. Over the Resilient Channels install 3/4 inch thick SONOpan panelsecured to the Resilient Channels with drywall screws and washers spaced at 16 in. OC on the perimeter of the panel and 8 in. OC in thefield of the panel. Over the SONOpan panel install the same Gypsum Board as specified in Item 5 with the fastener length increased byminimum 3/4 inch. Not evaluated or intended as a substitute for the required layer(s) of UL Classified Gypsum Board.MSL — RefleXor membrane, SONOpan panel.Design No. U423 (CONT.)Design No. U905September 11, 2015Bearing Wall Rating — 2 HR.Nonbearing Wall Rating — 2 HRThis design was evaluated using a load design method other than the Limit States Design Method (e.g., Working Stress DesignMethod). For jurisdictions employing the Limit States Design Method, such as Canada, a load restriction factor shall be used* Indicates such products shall bear the UL or cUL Certification Mark for jurisdictions employing the UL or cUL Certification (such as Canada),respectively.1. Concrete Blocks* — Various designs. Classification D-2 (2 hr).See Concrete Blocks category for list of eligible manufacturers.2. Mortar — Blocks laid in full bed of mortar, nom. 3/8 in. thick, of not less than 2-1/4 and not more than 3-1/2 parts of clean sharp sand to 1 partPortland cement (proportioned by volume) and not more than 50 percent hydrated lime (by cement volume). Vertical joints staggered.3. Portland Cement Stucco or Gypsum Plaster — Add 1/2 hr to classification if used. Where combustible members are framed in wall, plasteror stucco must be applied on the face opposite framing to achieve a max. Classification of 1-1/2 hr. Attached to concrete blocks (Item 1).4. Loose Masonry Fill — If all core spaces are filled with loose dry expanded slag, expanded clay or shale (Rotary Kiln Process), waterrepellant vermiculite masonry fill insulation, or silicone treated perlite loose fill insulation add 2 hr to classification.5. Foamed Plastic* — (Optional-Not Shown) — 1-1/2 in. thick max, 4 ft wide sheathing attached to concrete blocks (Item 1).ATLAS ROOFING CORP — "EnergyShield Pro Wall Insulation" and "EnergyShield Pro 2 Wall Insulation"CARLISLE COATINGS & WATERPROOFING INC — Type R2+ SheathHUNTER PANELS — Types Xci-Class A, Xci 286RMAX OPERATING L L C — "TSX-8500", "TSX-8510", "Thermasheath-XP", "ECOMAXci", "Thermasheath-3", "Durasheath-3"THE DOW CHEMICAL CO — Types Thermax Sheathing, Thermax Light Duty Insulation, Thermax Heavy Duty Insulation, Thermax MetalBuilding Board, Thermax White Finish Insulation, Thermax ci Exterior Insulation, Thermax XARMOR ci Exterior Insulation, Thermax IH Insulation,Thermax Plus Liner Panel, Thermax Heavy Duty Plus (HDP) and TUFF-R™ ci Insulation5A. Building Units — As an alternate to Items 5, min. 1-in thick polyisocyanurate composite foamed plastic insulation boards, nom. 48 by 48 or96 in.RMAX OPERATING L L C — "Thermasheath-SI", "ECOBASEci", "ThermaBase-CI"* Indicates such products shall bear the UL or cUL Certification Mark for jurisdictions employing the UL or cUL Certification (suchas Canada), respectively.ISSUE FOR PRICING / BIDDING:DRAWN BY:AOR:The architectural works depictedherein are the sole property ofHumphreys & Partners UrbanArchitecture, L.P. and may not beconstructed or used without its expresswritten permission. No permission tomodify or reproduce any of thearchitectural works, including withoutlimitation the e construction of anybuilding, is expressed or should beimplied from delivery of preliminarydrawings or unsealed constructiondrawings. Permission to construct thebuilding depicted in sealedconstruction drawings is expresslyconditioned on the full and timelypayment of all fees otherwise dueHumphreys & Partners Architects, L.P.and, in the absence of any writtenagreement to the contrary, is limited toa one-time use One he site indicatedon these plans.HUMPHREYS & PARTNERSURBAN ARCHITECTURE, L.P.5339 ALPHA ROAD * SUITE 300* DALLAS, TX 75240T: (972) 701-9636 F: (972) 701-9639DALLAS * NEWPORT BEACH * NEW ORLEANS *ORLANDO * CHENNAI * MONTEVIDEOCopyright 2017 - Humphreys & Partners Urban Architecture, L.P.All Rights ReservedISSUE FOR PERMIT APPLICATION:ISSUE FOR CONSTRUCTION:DESIGNED BY:PLOT DATEwww.humphreys.comSHEET CONTENTSSHEET NUMBERSCALE--- 1 1/2" = 1'-0"A1.06RATEDASSEMBLIESNEWMAN DEVELOPMENT GROUPCITY CENTREBH16077PERMIT ISSUE (07/10/2017)SBMCITHACA, NY07/10/201707/10/2017REVISION SCHEDULENO: DATE: DESCRIPTION: Design No. U415August 28, 2015Nonbearing Wall Ratings — 1, 2, 3 or 4 Hr* Indicates such products shall bear the UL or cUL Certification Mark for jurisdictions employing the UL or cULCertification (such as Canada), respectively.1. Floor, Side and Ceiling Runners — "J" - shaped runner, min 2-1/2 in. deep (min 4 in. deep when System C is used), with unequal legs of 1in. and 2 in., fabricated from min 24 MSG (min 20 MSG when Item 4A, 4B or 7 are used) galv steel. Runners positioned with short leg towardfinished side of wall. Runners attached to structural supports with steel fasteners located not greater than 2 in. from ends and not greater than 24 in.OC. "E" - shaped studs (Item 2A) may be used as side runners in place of "J" - shaped runners.2. Steel Studs — "C-H" - shaped studs, min 2-1/2 in. deep (min 4 in. deep when System C is used), fabricated from min 25 MSG (min 20 MSGwhen Items 2D, 4A, 4B or 7 is used) galv steel. Cut to lengths 3/8 to 1/2 in. less than floor-to-ceiling height and spaced 24 in. or 600 mm OC.2A. Steel Studs — (Not Shown) — "E" - shaped studs installed back to back in place of "C-H" - shaped studs (Item 2) "E" - shaped studs securedtogether with steel screws spaced a maximum 12 in. OC. Fabricated from min 25 MSG (min 20 MSG when Item 2D, 4A, 4B or 7 is used) galv steel,min 2-1/2 in. deep (min 4 in. deep when System C is used), with one leg 1 in. long and two legs 3/4 in. long. Shorter legs 1 in. apart to engagegypsum liner panels. Cut to lengths 3/8 to 1/2 in. less than floor to ceiling heights.2B. Furring Channels — (Optional, not shown) — For use with single or double layer systems. Resilient furring channels fabricated from min25MSG corrosion protected steel, installed horizontally, and spaced vertically a max 24 in. OC. Flange portion of channel attached to eachintersecting "C-H" or "E" stud on side of stud opposite the 1 in. liner panels with 1/2 in. long Type S or S-12 pan-head steel screws. When furringchannels are used, wallboard to be installed vertically only. Not to be used with Type FRX-G gypsum wallboard, Type RB-LBG (Item 4A), Type Nelco(Item 4B) or cementitious backer units (Item 7).2C. Furring Channels — For use with System I - "Hat" - shaped, 25 MSG galv steel furring channels attached directly over the inner layers ofwallboard to each stud with 2 in. long Type S pan head steel screws. Screws alternate from top flange to bottom flange at each stud intersection.Furring channels spaced vertically max 24 in. OC.2D. Steel Framing Members* — (Optional, not shown) — For use with single or double layer systems. Furring channels and Steel FramingMembers as described below. Not to be used with Type FRX-G gypsum wallboard, Type RB-LBG (Item 4A), Type Nelco (Item 4B) or cementitiousbacker units (Item 7):a. Furring Channels — Formed of No. 25 MSG galv steel. 2-9/16 in. or 2-23/32 in. wide by 7/8 in. deep, spaced max. 24 in. OC perpendicular tostuds. Channels secured to studs as described in Item b. Gypsum board installed vertically only and attached to furring channels as described in Item3.b. Steel Framing Members* — Used to attach furring channels (Item 2Da) to studs (Item 2 or 2A). Clips spaced max. 24 in. OC., and secured tostuds with No. 8 x 1-1/2 in. minimum self-drilling, S-12 steel screw through the center grommet. Furring channels are friction fitted into clips. RSIC-1clip for use with 2-9/16 in. wide furring channels. RSIC-1 (2.75) clip for use with 2-23/32 in. wide furring channels.PAC INTERNATIONAL L L C — Types RSIC-1, RSIC-1 (2.75)2E. Steel Framing Members — (Optional, Not Shown)* - Furring channels and resilient sound isolation clip as described below:a. Furring Channels — Formed of No. 25 MSG galv steel. Spaced 24 in. OC perpendicular to studs. Channels secured to studs as described inItem b. Ends of adjoining channels overlapped 6 in. and secured together with four self-tapping No. 8x1/2 Self Drilling screws (2 per side 1 in. and 4in. from overlap edge). Gypsum board attached to furring channels as described in Item 3. Side joint furring channels shall be attached to studs withRESILMOUNT Sound Isolation Clips - Type A237R located approximately 2 in. from each end of length of channel. Both Gypsum Boards at sidejoints fastened into channel with screws spaced 8 in. OC, approximately 1/2 in. from joint edge.b. Steel Framing Members* — Resilient sound isolation clip used to attach furring channels (Item 2Ea) to studs. Clips spaced 24 in. OC., andsecured to studs with No. 10 x 2-1/2 in. coarse drywall screw through the center hole. Furring channels are friction fitted into clips.STUDCO BUILDING SYSTEMS — RESILMOUNT Sound Isolation Clips - Type A237R2F. Steel Framing Members* — (Optional, not shown) — For use with single or double layer systems. Furring channels and Steel FramingMembers as described below. Not to be used with Type FRX-G gypsum wallboard, Type RB-LBG (Item 4A), Type Nelco (Item 4B) or cementitiousbacker units (Item 7):a. Furring Channels — Formed of No. 25 MSG galv steel. 2-3/8 in. wide by 7/8 in. deep, spaced max. 24 in. OC perpendicular to studs. Channelssecured to studs as described in Item b. Gypsum board installed vertically only and attached to furring channels as described in Item 3.b. Steel Framing Members* — Used to attach furring channels (Item 2Da) to studs (Item 2 or 2A ). Clips spaced max. 24 in. OC. GENIECLIPSsecured to studs with No. 8 x 1-1/2 in. minimum self-drilling, S-12 steel screw through the center grommet. Furring channels are friction fitted intoclips.PLITEQ INC — Type GENIECLIP3. Gypsum Board* — Gypsum liner panels, nom 1 in. thick, 24 in. or 600 mm (for metric spacing) wide. Panels cut 1 in. less in length than floor toceiling height. Vertical edges inserted in "H" portion of "C-H" studs or the gap between the two 3/4 in. legs of the "E" studs. Free edge of end panelsattached to long leg of vertical "J" - runners with 1-5/8 in. long Type S steel screws spaced not greater than 12 in. OC. When wall height exceedsliner panel length, liner panel may be butted to extend to the full height of the wall. Horizontal joints need not be backed by steel framing. In SystemI, butt joints in liner panels are staggered min 36 in. Butt joints backed with 6 in. by 22 in. strips of 3/4 in. thick gypsum wallboard (Item 4). Wallboardstrips centered over butt joints and secured to liner panels with six 1-1/2 in. long Type G steel screws, three screws along the 22 in. dimension at thetop and bottom of the strips.CGC INC — Type SLXUNITED STATES GYPSUM CO — Type SLXUSG BORAL ZAWAWI DRYWALL L L C SFZ — Type SLXUSG MEXICO S A DE C V — Type SLX4. Gypsum Board* —System A — 1 HrGypsum panels, with beveled, square or tapered edges, nom 5/8 in. thick, 48 in. or 1200 mm wide, applied vertically or horizontally, attached to studswith 1 in. long Type S steel screws spaced 12 in. when installed vertically or 8 in OC when installed horizontally. Horizontal joints need not be backedby steel framing.CGC INC — Types AR, C, IP-AR, IP-X1, IP-X2, IPC-AR, SCX, SHX, ULX, USGX, WRC, WRXUNITED STATES GYPSUM CO — Types AR, C, FRX-G, IP-AR, IP-X1, IP-X2, IPC-AR, SCX, SGX, SHX, ULIX, ULX, WRC, WRX, USGX.When ULIX is used insulation, Item 6, Batts and Blankets* is required and minimum stud depth is 4 in.USG BORAL ZAWAWI DRYWALL L L C SFZ — Types C, SCXUSG MEXICO S A DE C V — Types AR, C, IP-AR, IP-X1, IP-X2, IPC-AR, SCX, SHX, ULX, USGX, WRC, WRXSystem B — 2 HrGypsum panels, with beveled, square or tapered edges, nom 1/2 in. or 5/8 in. thick, 48 in. or 1200 mm wide, applied vertically or horizontally in twolayers. Inner or base layer attached to studs with 1 in. long Type S steel screws spaced 24 in. OC when installed vertically or 16 in. OC when installedhorizontally. Outer or face layer attached to studs with 1-5/8 in. long Type S steel screws spaced 12 in. OC when installed vertically and staggered 12 in.from base layer screws or 8 in. OC when installed horizontally and staggered 8 in. from base layer screws. Horizontal joints between inner and outerlayers staggered a min of 12 in. Horizontal joints need not be backed by steel framing. Vertical joints centered over studs and staggered 24 in.CGC INC — 1/2 in. Type C, IP-X2, IPC-AR or WRC; 5/8 in. Types AR, C, IP-AR, IP-X1, IP-X2, IPC-AR, SCX, SHX, ULX, USGX, WRC, WRXUNITED STATES GYPSUM CO — 1/2 in. Types C, IP-X2, IPC-AR, or WRC; 5/8 in. Types AR, C, FRX-G, IP-AR, IP-X1, IP-X2, IPC-AR, SCX,SGX, SHX, ULIX, ULX, USGX, WRC, WRX.USG BORAL ZAWAWI DRYWALL L L C SFZ — 1/2 in. Type C; 5/8 in. Types C, SCXUSG MEXICO S A DE C V — 1/2 in. Types C, IP-X2, IPC-AR or WRC; 5/8 in. Types AR, C, IP-AR, IP-X1, IP-X2, IPC-AR, SCX, SHX, ULX,USGX, WRC, WRXSystem C — 2 HrGypsum panels, with beveled, square or tapered edges, nom 3/4 in. thick, 48 in. or 1200 mm wide, applied vertically or horizontally, secured with 1-1/4 in.long Type S steel screws spaced 8 in. OC along vertical edges and 12 in. OC in the field when installed vertically or 8 in. OC along the vertical edges andin the field when installed horizontally. Horizontal joints need not be backed by steel framing. Screws along side joints offset 4 in. Requires min 4 in. deepframing per Items 1, 2 and 3. Requires min 3 in. thick mineral wool batts per Item 6.CGC INC — Types IP-X3 or ULTRACODEUNITED STATES GYPSUM CO — Types IP-X3 or ULTRACODEUSG MEXICO S A DE C V — Types IP-X3 or ULTRACODESystem D — 2 HrGypsum panels, with beveled, square or tapered edges, nom 5/8 in. thick, 48 in. or 1200 mm wide, applied vertically or horizontally, attached directly tostuds with 1 in. long Type S steel screws spaced 24 in. when installed vertically or 16 in. OC when installed horizontally. . Horizontal joints need not bebacked by steel framing. Requires face layer of 1/2 or 5/8 in. thick cementitious backer units per Item 7 and min 1-1/2 in. thick mineral wool batts perItem 6.CGC INC — Types AR, C, IP-AR, IP-X1, IP-X2, IPC-AR, SCX, SHX, ULX, USGX, WRC, WRXUNITED STATES GYPSUM CO — Types AR, C, FRX-G, IP-AR, IP-X1, IP-X2, IPC-AR, SCX, SGX, SHX, ULIX, ULX, USGX, WRC, WRX.USG BORAL ZAWAWI DRYWALL L L C SFZ — Types C, SCXUSG MEXICO S A DE C V — Types AR, C, IP-AR, IP-X1, IP-X2, IPC-AR, SCX, SHX, ULX, USGX, WRC, WRXSystem E — 2 HrGypsum panels, with beveled, square or tapered edges, nom 1/2 in. or 5/8 in. thick, 48 in. or 1200 mm wide, applied vertically or horizontally, attached tostuds with 1 in. long Type S steel screws spaced 12 in. OC when installed vertically or 8 in. when installed horizontally. Horizontal joints need not bebacked by steel framing.CGC INC — 1/2 in. Types C, IP-X2, IPC-AR; 5/8 in. Types AR, C, IP-AR, IP-X1, IP-X2, IPC-AR, SCX, SHX, ULX, USGX, WRC, WRXUNITED STATES GYPSUM CO — 1/2 in. Types C, IP-X2, IPC-AR; 5/8 in. Types AR, C, FRX-G, IP-AR, IP-X1, IP-X2, IPC-AR, SCX, SGX, SHX,ULIX, ULX, USGX, WRC, WRX.USG BORAL ZAWAWI DRYWALL L L C SFZ — 1/2 in. Type C; 5/8 in. Types C, SCXUSG MEXICO S A DE C V — 1/2 in. Types C, IP-X2, IPC-AR; 5/8 in. Types AR, C, IP-AR, IP-X1, IP-X2, IPC-AR, SCX, SHX, ULX, USGX, WRC,WRXSystem F — 2 HrGypsum panels, with beveled, square or tapered edges, nom 1/2 in. or 5/8 in. thick, 48 in. or 1200 mm wide, applied vertically in two layers. Inner orbase layer attached to resilient furring channels (Item 2B) with 1 in. long Type S steel screws spaced 24 in. Outer or face layer attached to resilientfurring channels (Item 2B) with 1-5/8 in. long Type S steel screws spaced 12 in. OC and staggered 12 in. from base layer screws. Joints between innerand outer layers staggered 24 in.CGC INC — 1/2 in. Type C, IP-X2, IPC-AR or WRC; 5/8 in. Types AR, C, FRX-G, IP-AR, IP-X1, IP-X2, IPC-AR, SCX, SHX, ULX, USGX, WRC,WRXUNITED STATES GYPSUM CO — 1/2 in. Type C, IP-X2, IPC-AR or WRC; 5/8 in. Types AR, C, FRX-G, IP-AR, IP-X1, IP-X2, IPC-AR, SCX, SGX,SHX, ULIX, ULX, USGX, WRC, WRX.USG BORAL ZAWAWI DRYWALL L L C SFZ — 1/2 in. Type C; 5/8 in. Types C, SCXUSG MEXICO S A DE C V — 1/2 in. Types C, IP-X2, IPC-AR or WRC; 5/8 in. Types AR, C, IP-AR, IP-X1, IP-X2, IPC-AR, SCX, SHX, ULX,USGX, WRC, WRXSystem G — 3 HrGypsum panels, with beveled, square or tapered edges, nom 5/8 in. thick, 48 in. or 1200 mm wide, applied vertically or horizontally in three layers. Inneror base layer attached to studs with 1 in. long Type S steel screws spaced 24 in. OC when installed vertically or 16 in OC when installed horizontally.Middle layer attached to studs with 1-5/8 in. long Type S steel screws spaced 24 in. when installed vertically or 16 in. OC when installed horizontally.Outer or face layer attached to studs with 2-1/4 in. long Type S steel screws spaced 16 in. when installed vertically or 12 in. OC when installedhorizontally. Screws offset 6 in. from layer below. Horizontal joints on adjacent layers staggered a min of 12 in. . Horizontal joints need not be backed bysteel framing. Vertical joints centered over studs and staggered 24 in. on adjacent layers.CGC INC — Types C, IP-X2, IPC-AR, WRCUNITED STATES GYPSUM CO — Types C, IP-X2, IPC-AR, WRCUSG BORAL ZAWAWI DRYWALL L L C SFZ — Type CUSG MEXICO S A DE C V — Types C, IP-X2, IPC-AR, WRCSystem H — 3 HrGypsum panels, with beveled, square or tapered edges, nom 5/8 in. thick, 48 in. or 1200 mm wide, applied vertically or horizontally, two layers over theflange of the "C" section of the studs, one layer over the flange of the "H" section of the studs. Inner or base layer attached to studs with 1 in. longType S steel screws spaced 24 in. OC when installed vertically or 16 in. OC when installed horizontally. Face layer attached to studs with 1-5/8 in. longType S steel screws spaced 16 in. when installed vertically or 12 in. OC when installed horizontally. Screws offset 6 in. from layer below. Horizontal jointson adjacent layers staggered a min of 12 in. Horizontal joints need not be backed by steel framing. Vertical joints centered over studs and staggered 24in. on adjacent layers.CGC INC — Types C, IP-X2, IPC-AR, WRCUNITED STATES GYPSUM CO — Types C, IP-X2, IPC-AR, WRCUSG BORAL ZAWAWI DRYWALL L L C SFZ — Type CUSG MEXICO S A DE C V — Types C, IP-X2, IPC-AR, WRCSystem I — 4 HrGypsum panels, with beveled, square or tapered edges, nom 3/4 in. thick, 4 ft wide (or 1200 mm for metric spacing) wallboard with square or taperededges. Total of four layers to be used. First and second (inner) layers applied vertically or horizontally over the steel studs. Horizontal joints need not bebacked by steel framing. When applied vertically, joints centered over studs and staggered min 24 in., otherwise all joints staggered min 12 in. First layersecured to studs with 1-1/4 in. long Type S self-drilling, self-tapping bugle-head steel screws spaced 24 in. OC. Second layer secured to studs with 2-1/4in. long Type S self-drilling, self-tapping bugle-head steel screws spaced 12 in. OC. Third layer applied vertically over the furring channels (Item 2C) with a1-1/4 in. long Type S self-drilling, self-tapping bugle-head steel screws spaced 12 in. OC. Fourth layer applied vertically or horizontally with 2-1/4 in. longType S self-drilling, self-tapping bugle-head steel screws spaced 12 in. OC. When applied vertically, joints to be staggered min 24 in. from third layer,otherwise all joints staggered min 12 in.CGC INC — Types IP-X3 or ULTRACODEUNITED STATES GYPSUM CO — Types IP-X3 or ULTRACODEUSG MEXICO S A DE C V — Types IP-X3 or ULTRACODEDesign No. U415 (CONT.)Design No. U419October 23, 2015Nonbearing Wall Ratings — 1, 2, 3 or 4 Hr (See Items 4 & 5 through 5K)* Indicates such products shall bear the UL or cUL Certification Mark for jurisdictions employing the UL or cUL Certification (suchas Canada), respectively.1. Floor and Ceiling Runners — (Not shown) — For use with Item 2 - Channel shaped, fabricated from min 25 MSG corrosion-protected steel, min depth to accommodate stud size, with min 1-1/4 in. long legs, attached to floor and ceiling with fasteners 24 in. OCmax.1A. Framing Members* - Floor and Ceiling Runner — Not shown - In lieu of Item 1 — For use with Item 2B, proprietarychannel shaped runners, 3-5/8 in. deep attached to floor and ceiling with fasteners 24 in. OC max.CALIFORNIA EXPANDED METAL PRODUCTS CO — Viper25™ TrackCRACO MFG INC — SmartTrack25™MARINO/WARE, DIV OF WARE INDUSTRIES INC — Viper25™ TrackPHILLIPS MFG CO L L C — Viper25™ Track1B. Framing Members* - Floor and Ceiling Runner — Not shown - In lieu of Item 1 — For use with Item 2C, proprietarychannel shaped runners, 1-1/4 in. wide by 3-5/8 in. deep fabricated from min 0.020 in. thick galv steel, attached to floor and ceiling withfasteners spaced 24 in. OC max.CALIFORNIA EXPANDED METAL PRODUCTS CO — Viper20™ TrackMARINO/WARE, DIV OF WARE INDUSTRIES INC — Viper20™ TrackPHILLIPS MFG CO L L C — Viper20™ Track1C. Framing Members*— Floor and Ceiling Runners — (Not shown) — In lieu of Item 1 - Channel shaped, attached to floor andceiling with fasteners 24 in. OC. max.ALLSTEEL & GYPSUM PRODUCTS INC — Type SUPREME Framing SystemCONSOLIDATED FABRICATORS CORP, BUILDING PRODUCTS DIV — Type SUPREME Framing SystemQUAIL RUN BUILDING MATERIALS INC — Type SUPREME Framing SystemSCAFCO STEEL STUD MANUFACTURING CO — Type SUPREME Framing SystemSTEEL CONSTRUCTION SYSTEMS INC — Type SUPREME Framing SystemUNITED METAL PRODUCTS INC — Type SUPREME Framing System1D. Floor and Ceiling Runners — (Not shown)—For use with Item 2A- Channel shaped, fabricated from min 20 MSG corrosion-protected or galv steel, min depth to accommodate stud size, with min 1 in. long legs, attached to floor and ceiling with fasteners spacedmax 24 in. OC.1E. Framing Members*— Floor and Ceiling Runners — (Not shown, As an alternate to Item 1) — For use with Items 2E, 5For 5G or 5I only, channel shaped, fabricated from min. 0.015 in. (min bare metal thickness) galvanized steel, attached to floor and ceilingwith fasteners 24 in. OC. max.CLARKDIETRICH BUILDING SYSTEMS — CD ProTRAKDMFCWBS L L C — ProTRAKMBA METAL FRAMING — ProTRAKRAM SALES L L C — Ram ProTRAKSTEEL STRUCTURAL PRODUCTS L L C — Tri-S ProTRAK1F. Framing Members* - Floor and Ceiling Runner — Not shown - In lieu of Item 1 — For use with Item 2F, proprietarychannel shaped runners, minimum width to accommodate stud size, with 1- 1/8 in. long legs fabricated from min 0.015 in. (min bare metalthickness) galv steel, attached to floor and ceiling with fasteners spaced 24 in. OC max.SUPER STUD BUILDING PRODUCTS — The Edge1G. Framing Members* - Floor and Ceiling Runner — For use with Item 2G, proprietary channel shaped runners, minimumwidth to accommodate stud size attached to floor and ceiling with fasteners 24 in. OC max.STUDCO BUILDING SYSTEMS — CROCSTUD Track1H. Floor and Ceiling Runners — (Not shown) — Channel shaped, fabricated from min 0.02 in. galv steel, min width toaccommodate stud size, with min 1 in. long legs, for use with studs specified below and fabricated from min 0.02 in. galv steel or thicker,attached to floor and ceiling with fasteners spaced max 24 in. OC.MARINO/WARE, DIV OF WARE INDUSTRIES INC — Viper20™ Track VT100.1I. Framing Members*— Floor and Ceiling Runners — (Not shown, As an alternate to Item 1) — For use with Items 2H,channel shaped, fabricated from min. 0.015 in. (min bare metal thickness) galvanized steel, attached to floor and ceiling with fasteners 24 in.OC. max.TELLING INDUSTRIES L L C — TRUE-TRACK™1J. Framing Members* - Floor and Ceiling Runner — Not shown - In lieu of Item 1 — For use with Item 2I, proprietarychannel shaped runners, 3-5/8 in. deep attached to floor and ceiling with fasteners 24 in. OC max.TELLING INDUSTRIES L L C — Viper25™ Track1K. Framing Members* - Floor and Ceiling Runner — Not shown - In lieu of Item 1 — For use with Item 2J, proprietarychannel shaped runners, 1-1/4 in. wide by 3-5/8 in. deep fabricated from min 0.020 in. thick galv steel, attached to floor and ceiling withfasteners spaced 24 in. OC max.TELLING INDUSTRIES L L C — Viper20™ Track1L. Framing Members* — Floor and Ceiling Runners — (Not Shown) — As an alternate to Item 1 - For use with Item 2N.Channel shaped, attached to floor and ceiling with fasteners 24 in. OC. max.BAILEY METAL PRODUCTS LTD — Type PLATINUM PLUS2. Steel Studs — Channel shaped, fabricated from min 25 MSG corrosion-protected steel, min depth as indicated under Item 5, spaced amax of 24 in. OC. Studs to be cut 3/8 to 3/4 in. less than assembly height.2A. Steel Studs — (As an alternate to Item 2, For use with Items 5B, 5E, 5H, 5J and 5K) Channel shaped, fabricated from min 20MSG corrosion-protected or galv steel, 3-1/2 in. min depth, spaced a max of 16 in. OC. Studs friction-fit into floor and ceiling runners.Studs to be cut 5/8 to 3/4 in. less than assembly height.2B. Framing Members* - Steel Studs — (As an alternate to Item 2, For use with Items 5C, 5I or 5K) - Proprietary channel shapedstuds, 3-5/8 in. deep spaced a max of 24 in. OC. Studs to be cut 3/4 in less than the assembly height and installed with a 1/2 in. gapbetween the end of the stud and track at the bottom of the wall. For direct attachment of gypsum board only.CALIFORNIA EXPANDED METAL PRODUCTS CO — Viper25™CRACO MFG INC — SmartStud25™MARINO/WARE, DIV OF WARE INDUSTRIES INC — Viper25™PHILLIPS MFG CO L L C — Viper25™2C. Framing Members* - Steel Studs — Not shown - In lieu of Item 2 — proprietary channel shaped steel studs, min depth asindicated under Item 5, spaced a max if 24 in. OC, fabricated from min 0.020 in. thick galv steel. Studs cut 3/8 in. to 3/4 in. less inlengths than assembly heights.CALIFORNIA EXPANDED METAL PRODUCTS CO — Viper20™MARINO/WARE, DIV OF WARE INDUSTRIES INC — Viper20™PHILLIPS MFG CO L L C — Viper20™2D. Framing Members*— Steel Studs — In lieu of Item 2 - Channel shaped studs, min depth as indicated under Item 5, spaced a maxof 24 in. OC. Studs to be cut 3/4 in. less than assembly height.ALLSTEEL & GYPSUM PRODUCTS INC — Type SUPREME Framing SystemCONSOLIDATED FABRICATORS CORP, BUILDING PRODUCTS DIV — Type SUPREME Framing SystemQUAIL RUN BUILDING MATERIALS INC — Type SUPREME Framing SystemSCAFCO STEEL STUD MANUFACTURING CO — Type SUPREME Framing SystemSTEEL CONSTRUCTION SYSTEMS INC — Type SUPREME Framing SystemUNITED METAL PRODUCTS INC — Type SUPREME Framing System2E. Framing Members*— Steel Studs — (Not shown, As an alternate to Item 2) —For use with Items 5F or 5G or 5I or 5K only,channel shaped studs, min depth as indicated under Item 5F, 5G or 5I, fabricated from min. 0.015 in. (min bare metal thickness) galvanizedsteel, spaced a max of 24 in. OC. Studs to be cut 3/4 in. less than assembly height.CLARKDIETRICH BUILDING SYSTEMS — CD ProSTUDDMFCWBS L L C — ProSTUDMBA METAL FRAMING — ProSTUDRAM SALES L L C — Ram ProSTUDSTEEL STRUCTURAL PRODUCTS L L C — Tri-S ProSTUD2F. Framing Members* - Steel Studs — Not shown - In lieu of Item 2 — proprietary channel shaped steel studs, minimum widthindicated under Item 5, 1-1/4 in. deep fabricated from min 0.015 in. (min bare metal thickness) galvanized steel. Studs 3/8 in. to 3/4 in.less in lengths than assembly heights.SUPER STUD BUILDING PRODUCTS — The Edge2G. Framing Members* - Steel Studs — Not shown - In lieu of Item 2 - proprietary channel shaped studs, minimum width indicatedunder Item 5, Studs to be cut 3/8 to 3/4 in less than the assembly height.STUDCO BUILDING SYSTEMS — CROCSTUD2H. Framing Members*— Steel Studs — (Not shown, As an alternate to Item 2) — Fabricated from min. 0.015 in. (min bare metalthickness) galvanized steel, spaced a max of 24 in. OC. Studs to be cut 3/4 in. less than assembly height.TELLING INDUSTRIES L L C — TRUE-STUD™2I. Framing Members* - Steel Studs — (As an alternate to Item 2, For use with Items 5C or 5L or 5K) - Proprietary channel shapedstuds, 3-5/8 in. deep spaced a max of 24 in. OC. Studs to be cut 3/4 in less than the assembly height and installed with a ½ in. gap betweenthe end of the stud and track at the bottom of the wall. For direct attachment of gypsum board only.TELLING INDUSTRIES L L C — Viper25™2J. Framing Members* - Metal Studs — Not shown - In lieu of Item 2 — proprietary channel shaped steel studs, min depth as indicatedunder Item 5, spaced a max if 24 in. OC, fabricated from min 0.020 in. thick galv steel. Studs cut 3/8 in. to 3/4 in. less in lengths thanassembly heightsTELLING INDUSTRIES L L C — Viper20™2K. Framing Members*— Steel Studs — As an alternate to Item 2 - For use with Item 1, channel shaped studs, fabricated from min 25MSG corrosion-protected steel, min depth as indicated under Item 5, spaced a max of 24 in. OC. Studs to be cut 3/8 to 3/4 in. less thanassembly height.EB MéTAL INC — EB Stud2L. Framing Members* — Steel Studs — As an alternate to Item 2 - For use with Item 1, channel shaped studs, fabricated from min 25MSG corrosion-protected steel, min depth as indicated under Item 5, spaced a max of 24 in. OC. Studs to be cut 3/8 to 3/4 in. less thanassembly height.OLMAR SUPPLY INC — PRIMESTUD2M. Framing Members* — Steel Studs — As an alternate to Item 2 - For use with Item 1, channel shaped studs, fabricated from min 25MSG corrosion-protected steel, min depth as indicated under Item 5, spaced a max of 24 in. OC. Studs to be cut 3/8 to 3/4 in. less thanassembly height.MARINO/WARE, DIV OF WARE INDUSTRIES INC — StudRite™2N. Framing Members* — Steel Studs — As an alternate to Item 2 - For use with Item 1L, channel shaped, min 3-5/8 in. wide, spaced amax of 24 in. OC. Studs to be cut 3/8 to 3/4 in. less than assembly height.BAILEY METAL PRODUCTS LTD — Type PLATINUM PLUS3. Wood Structural Panel Sheathing — (Optional, For use with Item 5 Only.) - (Not Shown) - 4 ft wide, 7/16 in. thick oriented strandboard (OSB) or 15/32 in. thick structural 1 sheathing (plywood) complying with DOC PS1 or PS2, or APA Standard PRP-108,manufactured with exterior glue, applied horizontally or vertically to the steel studs. Vertical joints centered on studs, and staggered onestud space from wallboard joints. Attached to studs with flat-head self-drilling tapping screws with a min. head diam. of 0.292 in. atmaximum 6 in. OC. in the perimeter and 12 in. OC. in the field. When used, fastener lengths for gypsum panels increased by min. 1/2 in.4. Batts and Blankets* — (Required as indicated under Item 5) — Mineral wool batts, friction fitted between studs and runners. Minnom thickness as indicated under Item 5. See Batts and Blankets (BKNV or BZJZ) Categories for names of Classified companies.4A. Batts and Blankets* — (Optional) — Placed in stud cavities, any glass fiber or mineral wool insulation bearing the UL ClassificationMarking as to Surface Burning Characteristics and/or Fire Resistance. See Batts and Blankets (BKNV or BZJZ) Categories fornames of Classified companies.4B. Batts and Blankets* — For use with Item 5K. Placed in stud cavities, any min. 3-1/2 in. thick glass fiber insulation bearing the ULClassification Marking as to Surface Burning Characteristics and/or Fire Resistance. See Batts and Blankets (BKNV or BZJZ)Categories for names of Classified companies.5. Gypsum Board* — Gypsum panels with beveled, square or tapered edges, applied vertically or horizontally. Vertical joints centeredover studs and staggered one stud cavity on opposite sides of studs. Vertical joints in adjacent layers (multilayer systems) staggered onestud cavity. Horizontal joints need not be backed by steel framing. Horizontal edge joints and horizontal butt joints on opposite sides of studsneed not be staggered. Horizontal edge joints and horizontal butt joints in adjacent layers (multilayer systems) staggered a min of 12 in.The thickness and number of layers for the 1 hr, 2 hr, 3 hr and 4 hr ratings are as follows:CGC INC — 1/2 in. thick Type C, IP-X2 or IPC-AR; WRC, 5/8 in. thick Type AR, C, IP-AR, IP-X1, IP-X2, IPC-AR, SCX, SHX, WRX or WRC;3/4 in. thick Types IP-X3 or ULTRACODEUNITED STATES GYPSUM CO — 1/2 in. thick Type C, IP-X2, IPC-AR or WRC; 5/8 in. thick Type SCX, SGX, SHX, WRX, IP-X1, AR, C,WRC, FRX-G, IP-AR, IP-X2, IPC-AR ; 3/4 in. thick Types IP-X3 or ULTRACODEUSG BORAL ZAWAWI DRYWALL L L C SFZ — 1/2 in. Type C; 5/8 in. Types C, SCXUSG MEXICO S A DE C V — 1/2 in. thick Type C, IP-X2, IPC-AR or WRC; 5/8 in. thick Type AR, C, IP-AR, IP-X1, IP-X2, IPC-AR, SCX,SHX, WRX, WRC or; 3/4 in. thick Types IP-X3 or ULTRACODEWhen Item 7B, Steel Framing Members*, is used, Nonbearing Wall Rating is limited to 1 Hr. Min. stud depth is 3-1/2 in., min. thickness ofinsulation (Item 4) is 3 in., and two layers of gypsum board panels (1/2 in. or 5/8 in. thick) shall be attached to furring channels as describedin Item 6. One layer of gypsum board panels (1/2 in. or 5/8 in. thick) attached to opposite side of stud without furring channels as describedin Item 6.5A. Gypsum Board* — (As an alternate to Item 5) — 5/8 in. thick, 24 to 54 in. wide, applied horizontally as the outer layer to one side ofthe assembly. Secured as described in Item 6.CGC INC — Type SHX.UNITED STATES GYPSUM CO — Type FRX-G, SHX.USG MEXICO S A DE C V — Type SHX.5B. Gypsum Board* — (Not Shown) - As an alternate to Item 5 when used as the base layer on one or both sides of wall when 5/8 in or ¾in. thick products are specified. For direct attachment only to steel studs Item 2A, (not to be used with Item 3) - Nom 5/8 in. or ¾ in. may beused as alternate to all 5/8 in. or ¾ in. shown in Item 5, Wallboard Protection on Each Side of Wall table. Nom 5/8 in. or ¾ in. thick leadbacked gypsum panels with beveled, square or tapered edges, applied vertically. Vertical joints centered over studs and staggered min 1stud cavity on opposite sides of studs. Gypsum board secured to 20 MSG steel studs Item 2A with 1-1/4 in. long Type S-12 steel screwsspaced 8 in. OC at perimeter and 12 in. OC in the field. To be used with Lead Batten Strips (see Item 11) or Lead Discs or Tabs (see Item12).RAY-BAR ENGINEERING CORP — Type RB-LBG5C. Gypsum Board* — (For Use With Item 2B) Rating Limited to 1 Hour. 5/8 in. thick, 48 in. wide, Gypsum panels with beveled, square ortapered edges, applied vertically or horizontally. (Vertical Application) - The gypsum board is to be installed on each side of the studs with1 in. long Type S coated steel screws spaced 8 in. OC starting 4 in. from the edge of the board at the vertical edges and 12 in. OC starting6 in. from the edge of the board at the center of each board. Gypsum boards are to be secured to the top and bottom track with screwsspaced 8 in. OC starting 4 in. from the board edge. Fasteners shall not penetrate through both the stud and the track at the same time.Vertical joints are to be centered over studs and staggered one stud cavity on opposite sides of studs. (Horizontal Application) - Thegypsum board is to be installed on each side of the studs with 1 in. long Type S coated steel screws spaced 8 in. OC starting 4 in. from theedge of the board at the vertical edges and 12 in. OC starting 6 in. from the edge of the board at the center of each board. Gypsum boardsare to be secured to the top and bottom track with screws spaced 8 in. OC starting 4 in. from the board edge. Fasteners shall not penetratethrough both the stud and the track at the same time. All horizontal joints are to be backed as outlined under section VI of Volume 1 in theFire Resistive Directory.CGC INC — Type SCX.UNITED STATES GYPSUM CO — Type SCX, SGX.USG BORAL ZAWAWI DRYWALL L L C SFZ — Type SCXUSG MEXICO S A DE C V — Type SCX.5D. Gypsum Board* — (As an alternate to Item 5) — 5/8 in. thick, 48 in. wide, applied vertically or horizontally. Secured as described inItem 6. For use with Items 1 and 2 only.CGC INC — Type USGX.UNITED STATES GYPSUM CO — Type USGX.USG MEXICO S A DE C V — Type USGX.5E. Gypsum Board* — (Not Shown) - (As an alternate to Item 5 when used as the base layer on one or both sides of wall when 1/2 in. or5/8 in thick products are specified, For direct attachment only to steel studs Item 2A, not to be used with Item 3). Nominal 5/8 in. thick leadbacked gypsum panels with beveled, square or tapered edges, applied vertically. Vertical joints centered over studs and staggered min 1stud cavity on opposite sides of studs. Wallboard secured to studs with 1-1/4 in. long Type S-12 (or No. 6 by 1-1/4 in. long bugle head finedriller) steel screws spaced 8 in. OC at perimeter and 12 in. OC in the field.NEW ENGLAND LEAD BURNING CO INC, DBA NELCO — Nelco5F. Gypsum Board* — (As an alternate to Item 5) — For use with Items 1E and 2E and limited to 1 Hour Rating only, Gypsum panels withbeveled, square or tapered edges, applied vertically, and fastened to the steel studs with 1 in. long Type S screws spaced 8 in. OC alongvertical and bottom edges and 12 in. OC in the field. Vertical joints centered over studs and staggered one stud cavity on opposite sides ofstuds. Steel stud depth shall be a minimum 3-5/8 in.UNITED STATES GYPSUM CO — 5/8 in. thick Type SCX, SGX.USG BORAL ZAWAWI DRYWALL L L C SFZ — 5/8 in. thick Type SCX5G. Gypsum Board* — (As an alternate to Item 5) — For use with Items 1E and 2E only, Gypsum panels with beveled, square or taperededges, applied vertically or horizontally, as specified in the table below and fastened to the steel studs as described in Item 6. Verticaljoints centered over studs and staggered one stud cavity on opposite sides of studs. Vertical joints in adjacent layers (multilayer systems)staggered one stud cavity. Horizontal joints need not be backed by steel framing. Horizontal edge joints and horizontal butt joints onopposite sides of studs need not be staggered. Horizontal edge joints and horizontal butt joints in adjacent layers (multilayer systems)staggered a min of 12 in. The thickness and number of layers for the 2 hr, 3 hr and 4 hr ratings are as follows:CGC INC — 1/2 in. thick Type C, IP-X2 or IPC-AR;, 5/8 in. thick Type AR, C, IP-AR, IP-X1, IP-X2, IPC-AR, SCX, SHX, or; 3/4 in. thick Types IP-X3 or ULTRACODEUNITED STATES GYPSUM CO — 1/2 in. thick Type C, IP-X2, IPC-AR or; 5/8 in. thick Type SCX, SGX, SHX, IP-X1, AR, C, , FRX-G, IP-AR,IP-X2, IPC-AR ; 3/4 in. thick Types IP-X3 or ULTRACODEUSG BORAL ZAWAWI DRYWALL L L C SFZ — 1/2 in. Type C; 5/8 in. Types C, SCXUSG MEXICO S A DE C V — 1/2 in. thick Type C, IP-X2, IPC-AR or; 5/8 in. thick Type AR, C, IP-AR, IP-X1, IP-X2, IPC-AR, SCX, SHX, or; 3/4in. thick Types IP-X3 or ULTRACODE5H. Gypsum Board* — (Not Shown) - (As an alternate to Item 5 when used as the base layer on one or both sides of wall when 5/8 or3/4 in thick products are specified. For direct attachment only to steel studs Item 2A, (not to be used with Item 3) - Nom 5/8 or 3/4 in. may beused as alternate to all 5/8 or 3/4 in. shown in Item 5, Wallboard Protection on Each Side of Wall table. Nom 5/8 or 3/4 in. thick lead backedgypsum panels with beveled, square or tapered edges, applied vertically. Vertical joints centered over 20 MSG steel studs and staggeredmin 1 stud cavity on opposite sides of studs. Wallboard secured to studs with 1-1/4 in. long Type S-12 steel screws spaced 8 in. OC atperimeter and 12 in. OC in the field. Gypsum board secured to 20 MSG steel studs Item 2B with 1-1/4 in. long Type S-12 steel screwsspaced 8 in. OC at perimeter and 12 in. OC in the field. For Joint Compound see Item 5. To be used with Lead Batten Strips (see Item11A) or Lead Discs (see Item 12A).MAYCO INDUSTRIES INC — Type X-Ray Shielded Gypsum5I. Gypsum Board* — (As an alternate to Item 5) - Nom. 5/8 in. thick gypsum panels with beveled, square or tapered edges installed asdescribed in Item 5. Steel stud minimum depth shall be as indicated in Item 5.CGC INC — Type ULXUNITED STATES GYPSUM CO — Type ULXUSG MEXICO S A DE C V — Type ULX5J. Gypsum Board* — (Not Shown) - (As an alternate to Item 5 when used as the base layer on one or both sides of wall when 1/2 in. or5/8 in thick products are specified, For direct attachment only to steel studs Item 2A, not to be used with Item 3). Nom 5/8 in. thick lead backedgypsum panels with beveled, square or tapered edges, applied vertically. Vertical joints centered over studs and staggered min 1 studcavity on opposite sides of studs. Wallboard secured to studs with 1-1/4 in. long Type S-12 steel screws gypsum panel steel screws spaced8 in. OC at perimeter and 12 in. OC in the field. Lead batten strips required behind vertical joints of lead backed gypsum wallboard andoptional at remaining stud locations. Lead batten strips, min 2 in. wide, max 8 ft long with a max thickness of 0.14 in. placed on the face ofstuds and attached to the stud with construction adhesive and two 1 in. long Type S-12 pan head steel screws, one at the top of the stripand one at the bottom of the strip. Lead discs, nominal 3/8 in. diam by max 0.085 in. thick. Compression fitted or adhered over the screwheads. Lead batten strips and discs to have a purity of 99.9% meeting the Federal specification QQ-L-201f, Grade "C".RADIATION PROTECTION PRODUCTS INC — Type RPP - Lead Lined Drywall5K. Gypsum Board* — (Not Shown) - (As an alternate to Item 5) - Nom. 5/8 in. thick gypsum panels with beveled, square or taperededges, applied vertically or horizontally. Vertical joints centered over studs and staggered one stud cavity on opposite sides of studs. Verticaljoints in adjacent layers (multilayer systems) staggered one stud cavity. Horizontal joints need not be backed by steel framing. Horizontaledge joints and horizontal butt joints on opposite sides of studs need not be staggered. Horizontal edge joints and horizontal butt joints inadjacent layers (multilayer systems) need not be staggered. The number of layers for the 1 hr, 2 hr, 3 hr and 4 hr ratings are as follows:UNITED STATES GYPSUM CO — 5/8 in. thick Type ULIX6. Fasteners — (Not shown) — For use with Items 2 and 2F - Type S or S-12 steel screws used to attach panels to studs (Item 2) or furringchannels (Item 7). Single layer systems: 1 in. long for 1/2 and 5/8 in. thick panels or 1-1/4 in. long for 3/4 in. thick panels, spaced 8 in. OCwhen panels are applied horizontally, or 8 in. OC along vertical and bottom edges and 12 in. OC in the field when panels are appliedvertically. Two layer systems: First layer- 1 in. long for 1/2 and 5/8 in. thick panels or 1-1/4 in. long for 3/4 in. thick panels, spaced 16 in.OC. Second layer- 1-5/8 in. long for 1/2 in., 5/8 in. thick panels or 2-1/4 in. long for 3/4 in. thick panels, spaced 16 in. OC with screws offset8 in. from first layer.Three-layer systems: First layer- 1 in. long for 1/2 in., 5/8 in. thick panels, spaced 24 in. OC. Second layer- 1-5/8 in.long for 1/2 in., 5/8 in. thick panels, spaced 24 in. OC. Third layer- 2-1/4 in. long for 1/2 in., 5/8 in. thick panels or 2-5/8 in. long for 5/8 in.thick panels, spaced 12 in. OC. Screws offset min 6 in. from layer below. Four-layer systems: First layer- 1 in. long for 1/2 in., 5/8 in.thick panels, spaced 24 in. OC. Second layer- 1-5/8 in. long for 1/2 in., 5/8 in. thick panels, spaced 24 in. OC. Third layer- 2-1/4 in. long for1/2 in. thick panels or 2-5/8 in. long for 5/8 in. thick panels, spaced 24 in. OC. Fourth layer- 2-5/8 in. long for 1/2 in. thick panels or 3 in. longfor 5/8 in. thick panels, spaced 12 in. OC. Screws offset min 6 in. from layer below.6A. Fasteners — (Not shown) - For use with Item 5K- Type S or S-12 steel screws used to attach panels to studs or furring channels (Item7). Single layer systems: 1 in. long screws, spaced 8 in. OC when panels are applied horizontally, or 8 in. OC along vertical and bottomedges and 12 in. OC in the field when panels are applied vertically. Two layer systems: First layer- 1 in. long screws, spaced 16 in. OC.Second layer- 1-5/8 in. screws, spaced 8 in. OC with screws offset 8 in. from first layer. Three-layer systems: First layer- 1 in. long screws,spaced 24 in. OC. Second layer- 1-5/8 in. long screws, spaced 24 in. OC. Third layer- 2-5/8 in. long screws, spaced 8 in. OC. Screwsoffset min 6 in. from layer below. Four-layer systems: First layer- 1 in. long screws, spaced 24 in. OC. Second layer- 1-5/8 in. long screws,spaced 24 in. OC. Third layer- 2-5/8 in. long screws, spaced 24 in. OC. Fourth layer- 3 in. long screws, spaced 8 in. OC. Screws offset min6 in. from layer below.7. Furring Channels — (Optional, not shown, for single or double layer systems) — Resilient furring channels fabricated from min 25MSG corrosion-protected steel, spaced vertically a max of 24 in. OC. Flange portion attached to each intersecting stud with 1/2 in. longType S-12 steel screws. Not for use with Item 5A and 5E.7A. Framing Members* — (Optional on one or both sides, not shown, for single or double layer systems) — As an alternate to Item 7,furring channels and Steel Framing Members as described below:a. Furring Channels — Formed of No. 25 MSG galv steel. 2-9/16 in. or 2-23/32 in. wide by 7/8 in. deep, spaced max. 24 in. OCperpendicular to studs. Channels secured to studs as described in Item b. Gypsum board attached to furring channels as described in Item6. Not for use with Item 5A and 5E.b. Steel Framing Members* — Used to attach furring channels (Item 7Aa) to studs (Item 2). Clips spaced max. 48 in. OC. RSIC-1 andRSIC-1 (2.75) clips secured to studs with No. 8 x 1-1/2 in. minimum self-drilling, S-12 steel screw through the center grommet. RSIC-V andRSIC-V (2.75) clips secured to studs with No. 8 x 9/16 in. minimum self-drilling, S-12 steel screw through the center hole. Furring channelsare friction fitted into clips. RSIC-1 and RSIC-V clips for use with 2-9/16 in. wide furring channels. RSIC-1 (2.75) and RSIC-V (2.75) clips foruse with 2-23/32 in. wide furring channels.PAC INTERNATIONAL L L C — Types RSIC-1, RSIC-V, RSIC-1 (2.75), RSIC-V (2.75).7B. Framing Members* — (Optional, Not Shown) — As an alternate to Item 7, for single or double layer systems, furring channels andSteel Framing Members on only one side of studs as described below:a. Furring Channels — Formed of No. 25 MSG galv steel, spaced 24 in. OC perpendicular to studs. Channels secured to studs asdescribed in Item b. Batts and Blankets placed in stud cavity as described in Item 5. Two layers of gypsum board attached to furringchannels as described in Item 5. Not for use with Item 5A and 5E.b. Steel Framing Members* — Used to attach furring channels (Item 7Ba) to one side of studs (Item 2) only. Clips spaced 48 in. OC., andsecured to studs with two No. 8 x 2-1/2 in. coarse drywall screws, one through the hole at each end of the clip. Furring channels are frictionfitted into clips.KINETICS NOISE CONTROL INC — Type Isomax7C. Framing Members* — (Not Shown) — (Optional on one or both sides, not shown, for single or double layer systems) — As analternate to Item 7, furring channels and Steel Framing Members as described below:a. Furring Channels — Formed of No. 25 MSG galv steel. 2-3/8 in. wide by 7/8 in. deep, spaced max. 24 in. OC perpendicular to studs.Channels secured to studs as described in Item b. Gypsum board attached to furring channels as described in Item 6. Not for use with Item5A and 5E.b. Steel Framing Members* — Used to attach furring channels (Item 7Aa) to studs (Item 2). Clips spaced max. 48 in. OC. GENIECLIPSsecured to studs with No. 8 x 1-1/2 in. minimum self-drilling, S-12 steel screw through the center grommet. Furring channels are frictionfitted into clips.PLITEQ INC — Type GENIECLIP7D. Steel Framing Members — (Optional, Not Shown)* - Furring channels and resilient sound isolation clip as described below:a. Furring Channels — Formed of No. 25 MSG galv steel. Spaced 24 in. OC perpendicular to studs. Channels secured to studs asdescribed in Item b. Ends of adjoining channels overlapped 6 in. and secured together with four self-tapping No. 8x1/2 Self Drilling screws(2 per side 1 in. and 4 in. from overlap edge). Gypsum board attached to furring channels as described in Item 4. Side joint furring channelsshall be attached to studs with RESILMOUNT Sound Isolation Clips - located approximately 2 in. from each end of length of channel. BothGypsum Boards at side joints fastened into channel with screws spaced 8 in. OC, approximately 1/2 in. from joint edge. Not for use withItem 5A and 5E.b. Steel Framing Members* — Resilient sound isolation clip used to attach furring channels (Item 7Da) to studs. Clips spaced 24 in. OC.,and secured to studs with No. 10 x 2-1/2 in. coarse drywall screw through the center hole. Furring channels are friction fitted into clips.STUDCO BUILDING SYSTEMS — RESILMOUNT Sound Isolation Clips - Type A237 or A237R8. Joint Tape and Compound — Vinyl or casein, dry or premixed joint compound applied in two coats to joints and screw heads of outerlayers. Paper tape, nom 2 in. wide, embedded in first layer of compound over all joints of outer layer panels. Paper tape and joint compoundmay be omitted when gypsum panels are supplied with a square edge.9. Siding, Brick or Stucco — (Optional, not shown) — Aluminum, vinyl or steel siding, brick veneer or stucco, meeting the requirementsof local code agencies, installed over gypsum panels. Brick veneer attached to studs with corrugated metal wall ties attached to each studwith steel screws, not more than each sixth course of brick.10. Caulking and Sealants* — (Optional, not shown) — A bead of acoustical sealant applied around the partition perimeter for soundcontrol.UNITED STATES GYPSUM CO — Type AS11. Lead Batten Strips — (Not Shown, For Use With Item 5B) - Lead batten strips, min 1-1/2 in. wide, max 10 ft long with a max thicknessof 0.125 in. Strips placed on the interior face of studs and attached from the exterior face of the stud with two 1 in. long Type S-12 pan headsteel screws, one at the top of the strip and one at the bottom of the strip. Lead batten strips to have a purity of 99.9% meeting the Federalspecification QQ-L-201f, Grade "C". Lead batten strips required behind vertical joints of lead backed gypsum wallboard (Item 5B) andoptional at remaining stud locations. Required behind vertical joints.11A. Lead Batten Strips — (Not Shown, For Use With Item 5H) Lead batten strips, 2 in. wide, max 10 ft long with a max thickness of0.140 in. Strips placed on the face of studs and attached to the stud with two min. 1 in. long min. Type S-8 pan head steel screws, one atthe top of the strip and one at the bottom of the strip or with one min. 1 in. long min. Type S-8 pan head steel screw at the top of the strip.Lead batten strips to have a purity of 99.5% meeting the Federal specification QQ-L-201f, Grades "B, C or D". Lead batten strips requiredbehind vertical joints of lead backed gypsum wallboard and optional at remaining stud locations.12. Lead Discs or Tabs — (Not Shown, For Use With Item 5B) - Used in lieu of or in addition to the lead batten strips (Item 11) or optionalat other locations - Max 3/4 in. diam by max 0.125 in. thick lead discs compression fitted or adhered over steel screw heads or max 1/2 in.by 1-1/4 in. by max 0.125 in. thick lead tabs placed on gypsum boards (Item 5B) underneath screw locations prior to the installation of thescrews. Lead discs or tabs to have a purity of 99.9% meeting the Federal specification QQ-L-201f, Grade "C".12A. Lead Discs — (Not Shown, for use with Item 5H) Max 5/16 in. diam by max 0.140 in. thick lead discs compression fitted or adheredover steel screw heads. Lead discs to have a purity of 99.5% meeting the Federal Specification QQ-L-201f, Grades "B, C or D".13. Lead Batten Strips — (Not Shown, For Use With Item 5E) Lead batten strips, 2 in. wide, max 10 ft long with a max thickness of 0.142in. Strips placed on the face of studs and attached to the stud with two min. 1 in. long min. Type S-8 pan head steel screws, one at the topof the strip and one at the bottom of the strip or with one min. 1 in. long min. Type S-8 pan head steel screw at the top of the strip. Leadbatten strips to have a purity of 99.9% meeting the Federal specification QQ-L-201f, Grade "C". Lead batten strips required behind verticaljoints of lead backed gypsum wallboard (Item 5E) and optional at remaining stud locations.14. Lead Tabs — (Not Shown, For Use With Item 5E) 2 in. wide, 5 in. long with a max thickness of 0.142 in. Tabs friction-fit around frontface of stud, the stud folded back flange, and the back face of the stud. Tabs required at each location where a screw (that secures thegypsum boards, Item 5E) will penetrate the steel stud. Lead tabs to have a purity of 99.9% meeting the Federal specification QQ-L-201f,Grade "C". Lead tabs may be held in place with standard adhesive tape if necessary.* Indicates such products shall bear the UL or cUL Certification Mark for jurisdictions employing the UL or cULCertification (such as Canada), respectively.Design No. U419 (cont.)Design No. U419 (cont.)ISSUE FOR PRICING / BIDDING:DRAWN BY:AOR:The architectural works depictedherein are the sole property ofHumphreys & Partners UrbanArchitecture, L.P. and may not beconstructed or used without its expresswritten permission. No permission tomodify or reproduce any of thearchitectural works, including withoutlimitation the e construction of anybuilding, is expressed or should beimplied from delivery of preliminarydrawings or unsealed constructiondrawings. Permission to construct thebuilding depicted in sealedconstruction drawings is expresslyconditioned on the full and timelypayment of all fees otherwise dueHumphreys & Partners Architects, L.P.and, in the absence of any writtenagreement to the contrary, is limited toa one-time use One he site indicatedon these plans.HUMPHREYS & PARTNERSURBAN ARCHITECTURE, L.P.5339 ALPHA ROAD * SUITE 300* DALLAS, TX 75240T: (972) 701-9636 F: (972) 701-9639DALLAS * NEWPORT BEACH * NEW ORLEANS *ORLANDO * CHENNAI * MONTEVIDEOCopyright 2017 - Humphreys & Partners Urban Architecture, L.P.All Rights ReservedISSUE FOR PERMIT APPLICATION:ISSUE FOR CONSTRUCTION:DESIGNED BY:PLOT DATEwww.humphreys.comSHEET CONTENTSSHEET NUMBERSCALE--- 1 1/2" = 1'-0"A1.06aRATEDASSEMBLIESNEWMAN DEVELOPMENT GROUPCITY CENTREBH16077PERMIT ISSUE (07/10/2017)RBMCITHACA, NY07/10/201707/10/2017REVISION SCHEDULENO: DATE: DESCRIPTION: ISSUE FOR PRICING / BIDDING:DRAWN BY:AOR:The architectural works depictedherein are the sole property ofHumphreys & Partners UrbanArchitecture, L.P. and may not beconstructed or used without its expresswritten permission. No permission tomodify or reproduce any of thearchitectural works, including withoutlimitation the e construction of anybuilding, is expressed or should beimplied from delivery of preliminarydrawings or unsealed constructiondrawings. Permission to construct thebuilding depicted in sealedconstruction drawings is expresslyconditioned on the full and timelypayment of all fees otherwise dueHumphreys & Partners Architects, L.P.and, in the absence of any writtenagreement to the contrary, is limited toa one-time use One he site indicatedon these plans.HUMPHREYS & PARTNERSURBAN ARCHITECTURE, L.P.5339 ALPHA ROAD * SUITE 300* DALLAS, TX 75240T: (972) 701-9636 F: (972) 701-9639DALLAS * NEWPORT BEACH * NEW ORLEANS *ORLANDO * CHENNAI * MONTEVIDEOCopyright 2017 - Humphreys & Partners Urban Architecture, L.P.All Rights ReservedISSUE FOR PERMIT APPLICATION:ISSUE FOR CONSTRUCTION:DESIGNED BY:PLOT DATEwww.humphreys.comSHEET CONTENTSSHEET NUMBERSCALE---A1.06bRATEDASSEMBLIESNEWMAN DEVELOPMENT GROUPCITY CENTREBH16077PERMIT ISSUE (07/10/2017)RBMCITHACA, NY07/10/201707/10/2017SPRAY-APPLIED FIRE-RESISTIVE MATERIALS (SFRM)Design No. X722August 13, 2015Ratings — 1, 2 and 3 Hr.* Indicates such products shall bear the UL or cUL Certification Mark for jurisdictions employing the UL or cUL Certification(such as Canada), respectively.1. Steel Column — Min size of column, a W6x16 with outside dimensions of 6-1/4 by 4 in. with a flange thickness of 3/8 in., a web thickness of1/4 in. and a cross-sectional area of 4.72 sq in.2. Spray-Applied Fire Resistive Materials* — See table below for appropriate thickness. Applied by mixing with water and spraying in one ormore coats to steel surfaces which must be clean and free of dirt, loose scale and oil. Min avg and min ind density of 15/14 pcf respectively. Minavg and min ind density of 19/18 pcf respectively for Types 7GP and 7HD. For method of density determination, see Design Information Section,preceding these designs.The thicknesses contained in the table below are applicable when the Spray-Applied Fire Resistive Materials thickness applied to the columnsflange tips is reduced to one half that shown in the table below:GRACE KOREA INC — Types MK-6/CBF, MK-6/ED, MK-6/HY, MK-6s, Monokote Acoustic 1.PYROK INC — Type LD.SOUTHWEST FIREPROOFING PRODUCTS CO — Types 4, 5, 5EF, 5GP, 5MD, 7GP, 7HD, 8EF, 8GP, 8MD, 9EF, 9GP, 9MD.W R GRACE & CO - CONN — Types MK-6/HY, MK-6s, Monokote Acoustic 1, RG.* Indicates such products shall bear the UL or cUL Certification Mark for jurisdictions employing the UL or cUL Certification (such asCanada), respectively.The surfaces on which the material is to be applied must be free of dirt, oil and loose scale. Surfaces may be primed with the primers/paints coveredunder Primers for Structural Steel (CGJM).The following method of determining the bond strength of the spray-applied materials only applies to galvanized steel, and primers or paints that arenot covered under CGJM. Unless specifically prohibited in the individual designs, materials identified as Spray-applied Fire-resistive Materials(CHPX) may be applied to galvanized, primed or similarly painted wide-flange steel shapes and pipe and tube-shaped columns provided: (A) thebeam flange width does not exceed 12 in.; (B) the column flange width does not exceed 16 in.; (C) the beam or column web depth (defined as insideof top flange to inside of bottom flange) does not exceed 16 in.; (D) the pipe outer diameter or tube width does not exceed 12 in.; (E) bond testsconducted in accordance with ASTM E736, "Standard Test Method for Cohesion/Adhesion of Sprayed Fire Resistive Materials Applied to StructuralMembers," should indicate a minimum average bond strength of 80% and a minimum individual bond strength of 50% when compared to the bondstrength of the fire-resistive coating as applied to clean uncoated 1/8 in. thick steel plate (control sample). The average and minimum bond strengthvalues should be determined based upon a minimum of five bond tests conducted in accordance with ASTM E736.The bond tests need only be conducted when the fire-resistive coating is applied to a galvanized, primed or similarly painted surface for whichacceptable bond strength performance between the galvanization, primer or other similar material and the fire-resistive coating has not beenmeasured. A bonding agent may be applied to the galvanized, primed or similarly painted surface to obtain the minimum required bond strengthwhere the bond strengths are found to be below the minimum acceptable values.As an alternative to the bond test conducted on control samples applied to an uncoated steel plate, the following method may be used for unknowncoatings in existing structures. Sections of galvanized or painted steel are to be coated with a bonding agent compatible with the sprayed materialbeing used on the project. The treated and untreated substrates should be coated with material, cured, and subjected to five bond tests each, inaccordance with ASTM E736. If the failure mode of the sections treated with the bonding agent is 100% cohesive in nature, it will be acceptable touse this bond test value as the control bond strength. The value obtained on the untreated galvanized or painted section should be compared to thecontrol value using the minimum 80% average, 50% individual bond strength acceptance criteria established in ASTM E736.If condition (E) is not met, a mechanical bond may be obtained by wrapping the structural member with expanded metal lath (minimum 1.7 lbs per sqyd).If any of the conditions specified in (A), (B), (C) or (D) are not met, a mechanical break should be provided. A mechanical break may be providedby mechanically fastening one or more minimum 1.7 lbs per sq yd metal lath strips to the flange, web or tube and pipe surface either by weld, screw,or powder-actuated fasteners, on maximum 12 in. centers, on each longitudinal edge of the strip, so that the clear spans do not exceed the limitsestablished in conditions (A), (B), (C) or (D) as appropriate. No less than 25% of the width of the oversize flange or web element should be coveredby the metal lath. No strip of metal lath should be less than 3-1/2 in. wide.As an alternative to metal lath, the mechanical break may be provided by the use of minimum 12 gauge steel studs with minimum 28 gaugegalvanized steel disks if such a system is described in a specific design (usually a bottomless trench in an electrified floor design) for the fire-resistivecoating being applied. The studs should be welded to the oversize element in rows such that the maximum clear span conforms to conditions (A),(B), (C) or (D) as appropriate. The spacing of studs along each row should not exceed 24 in. and a minimum one stud per 256 sq in. should beprovided.Where metal lath strips or steel studs and disks are used, acceptable bond strength as described in item (E) should also be provided. A bondingagent may be applied to the painted surface to obtain the required minimum bond strength where bond strengths to a painted surface are found to bebelow minimum acceptable values.When non-UL certified steel deck is permitted as prescribed in protected deck designs (e.g., P700 series), painted or primed deck is to have min. 2.5lb/sq. yd. galvanized or painted rib lath installed with ribs facing away from the deck and secured to the deck with #8 x 1/2 in. wafer-head screwsspaced a maximum of 15 in. OC. Lath is permitted to follow the contour of the deck or span between the bottoms of the deck flutes. This guidance is toensure proper adhesion of the fire-coating material to the deck as required by ASTM E736. Decks that are galvanized, painted or primed bearingthe UL Certification Mark may also require the installation of lath to the deck. Refer to the individual designs to determine when lath is required andinstallation requirements when UL-certified steel floor and form units are used.The dry density at which sprayed material should be applied to building elements is specified in the individual designs. Dry-density measurementsmay be determined by accurately measuring the thickness of a minimum 6 in. sq section randomly selected from the building, removing the materialfrom the measure section, subjecting the samples to 120°F in an oven until constant weight is obtained, followed by accurate weighing of the driedsample, and calculating the density in lb per cu ft. Constant weight is usually obtained after 24 to 48 h exposure within a 120°F oven.The spray-applied fire-resistive material thickness specification in a design should be considered the minimum average thickness of the individualthickness readings measured in accordance with ASTM E605, "Standard Test Methods for Thickness and Density of Sprayed Fire ResistiveMaterial Applied to Structural Members." When spray-applied fire-resistive material is applied to metal lath, the spray-applied fire-resistive materialthickness should be measured to the face of the lath unless specified otherwise in the individual designs.Individual measured thickness, which exceeds the thickness specified in a design by 1/4 in. or more, should be recorded as the thickness specified inthe design plus 1/4 in. For design thicknesses 1 in. or greater, the minimum allowable individual thickness should be the design thickness minus 1/4in. For design thicknesses less than 1 in., the minimum allowable individual thickness should be the design thickness minus 25%.The thickness of the spray-applied fire-resistive material should be corrected by applying additional material at any location where: (1) the calculatedaverage thickness of the material is less than that required by the design or (2) an individual measured thickness reading is more than 1/4 in. less ormore than 25% less (for design thicknesses greater than 1 in. and less than 1 in., respectively) than the specified thickness required by the design.Areas of the structural frame and/or floor area are to be selected to obtain representative average thicknesses. Thickness readings on the floor orwall area are to be taken symmetrically over the selected area. The average of all measurements is to be considered the average thickness of thearea. Thickness measurements on beams and/or columns are to be made around the member at sections within 12 in. of each other. The averagethickness is to be considered the average of the readings taken at both sections.Screw tips penetrating the steel roof deck in all P700 and P800 Series designs require spray-applied fire-resistive material. The spray-applied fire-resistive material specified in the design should be applied to cover the tips at a minimum thickness of 1/2 in.Mixing and spraying instructions are included with each container of material. FIRE RESISTIVE COATING MATERIALSCoating materials include products identified as: 1) Spray-applied Fire-resistive Materials and 2) Mastic and Intumescent Coatings.The type of material is specified in each design. Materials that have been investigated for exterior application are so indicated in the individualdesigns and in the product category.Unless specifically detailed in the individual designs or in the product certification information, the interaction of dissimilar fireproofing materials onthe same structural element or at the intersection of structural members, and the adherence of one product to the other, has not been investigatedunder fire-test conditions.Unless specifically detailed in the individual designs or in the product certification information, the impact of galvanization applied to structural steelmembers has not been investigated under fire-test conditions. Galvanization may impact the adhesion of spray-applied fire-resistive materials ormastic and intumescent coatings.MASTIC AND INTUMESCENT COATINGSThe surfaces on which the material is to be applied must be free of dirt, oil and loose scale. The certification information for materials identified asMastic and Intumescent Coatings (CDWZ) should be consulted for specific recommendations regarding the application of the coating over primedpainted surfaces.The mastic and intumescent coating thickness specification in a design should be considered the minimum average thickness of the individualthickness readings measured in accordance with Technical Manual 12-B, "Standard Practice of the Testing and Inspection of Field Applied Thin-Film Intumescent Fire Resistive Materials; an Annotated Guide," published by the Association of the Wall and Ceiling Industries.Extrapolation of member size and/or material thickness shown in the individual designs has not been investigated and would be considered tovoid the existing certified assembly.The mastic and intumescent coating average thickness should not exceed the maximum thickness published in the individual designs and noindividual thickness measurement should be less than 80% of the thickness specified in a design.Mixing and spraying instructions are included with each container of material.When mastic and intumescent coatings are exposed to fire, they expand and form an insulating char. Unless otherwise detailed in the individualdesigns, mastic and intumescent coatings are tested without any covering adjacent to the tested member that might interfere with the expansion ofthe coating. The effect on the fire-resistance rating of steel members (beams, columns, etc.) caused by any covering that would interfere with theexpansion of a mastic and intumescent coating during a fire has not been investigated. Contact the manufacturer for their required clearancearound structural members protected with mastic and intumescent coatings.BEAMSCOLUMNSBeam designs, described under the N and S series designs, are used for two purposes. First, when the building code only requires a fire-resistancerating on the structural elements, a beam design can be used to show compliance with the code. Second, where the building code requires a fire-resistance rating of the floor-ceiling or roof-ceiling assembly, a beam design can be used to replace a similar beam or joist specified in the floor-ceiling or roof-ceiling assembly as described in item 4, Beam Substitution, below.This section applies to W-, M- or S-shaped hot-rolled structural steel sections as defined by the American Institute of Steel Construction. Unlessotherwise noted in the individual certification or design, castellated beams have not been investigated.The conditions of acceptance in ANSI/UL 263 provide criteria for Restrained Beam Ratings and Unrestrained Beam Ratings. A greater thickness ofprotection material is typically required for the Unrestrained Beam Rating as compared to the protection material thickness required for the RestrainedBeam Rating based on the differences in the rating criteria. Accordingly, Unrestrained Beam Ratings may be used for beams designed for eitherrestrained or unrestrained conditions. Restrained Beam Ratings may be used for beams designed for restrained conditions.ANSI/UL 263 provides for beams to be included in two types of test assemblies. One type of test assembly contains a full representation of the floor orroof construction being supported by the beam. Certifications resulting from this type of tested assembly may include: (1) Restrained Assembly Ratings,(2) Unrestrained Assembly Ratings, and (3) Unrestrained Beam Ratings. Restrained Beam Ratings are not determined from this type of test assembly.Results from these tests are identified as Design Series Nos. A00, D00, G00, J00 or P00. The other type of test assembly contains a partialrepresentation of the floor or roof construction. Certifications resulting from this type of tested assembly may include: (1) Restrained Beam Ratings and(2) Unrestrained Beam Ratings. Ratings for floor or roof assemblies are not determined from this type of test assembly. Results from these tests areidentified as Design Series Nos. N00 or S00.1. Beam SizeFor fire-resistance purposes, the minimum beam size is expressed in terms of a W/D ratio, where W is the weight of the beam per lineal foot and D isthe perimeter of protection material at the interface between the steel section and the protection material. Accordingly, beams of the sameconfiguration and having a greater W/D ratio than the beam size specified in the fire-resistive design are considered larger than the specifiedminimum-size beam and may be used in that design.2. Composite and Noncomposite BeamsFor assemblies that specify both Restrained and Unrestrained Assembly ratings, noncomposite beams may be substituted when composite beamsare specified in a design because composite beams deflect more under fire conditions when loaded to their design load than noncomposite beams.Composite beams may only be substituted into designs which specify composite beams.3. CavitiesCavities, if any, between the upper-beam flange and the steel floor or roof units should be filled with the fire-resistive coating material applied to thebeam, unless specified otherwise in the individual design. As an alternate to filling fire-resistive coating material between the upper beam flange (wideflange beams only) and the steel floor or roof units, sections of min 6 pcf (96 kg/m3) density mineral wool batt insulation is permitted to be firmlypacked into the open flutes. When the width of the beam flange is 8 in. or less, the flute is to be filled for the entire width of the flange. For beam flangeswider than 8 in., the flutes are to be filled to a minimum depth of 4 in. on each side. The mineral wool installed in the flutes is to be flush with eachouter surface of the upper beam flange. The beams are to be protected with the fire-resistive coating material thickness from the design being utilized.The exposed ends of the mineral wool are to be sprayed with the same thickness and density of the fire-resistive coating material applied to the steelbeam as specified in the individual design.1. Wide-flange Beam — Specific to the individual design.2. Fire-resistive Coating Material — Protects the beam with thicknesses from the design being utilized. Covers the exposed ends of the mineralwool with the same thickness and density of the fire-resistive coating material applied to the steel beam as specified in the individual design.3. Batts and Blankets — Mineral wool batt sections of min 6 pcf (96 kg/m3) density, firmly packed into the open flute. The mineral wool is to beinstalled flush with the surface of the upper beam flange.4. Steel Floor and Form Units — Specific to the individual design. Flutes are permitted to be filled for the entire width of the flange with mineralwool when the width of the beam flange is 8 in. or less. Flutes are permitted to be filled to a minimum of 4 in. on each side of the structural memberfor beams flanges wider than 8 in.4. Beam SubstitutionBeam ratings depend upon the type of floor or roof the beam is supporting and the protection on the floor or roof units, as well as the type andthickness of protection material applied to the beam. The substitution of beams into a floor assembly (A--, D--, G-- or J-- Design) or roof assembly(P-- Design) should be limited to assemblies that have a similar or greater capacity for heat dissipation from the beam as compared to the capacityfor heat dissipation of the floor or roof construction specified in the design from which the beam is being transferred.For concrete floors, an equal or greater capacity for heat dissipation exists when the concrete has an equal or greater density range and volume perunit floor area.Spray-applied Fire-resistive MaterialsApplication of N Series DesignsWhen it is the intent to only maintain the existing Assembly Rating, the beams, steel joists and steel trusses from N Series designs may besubstituted for the tested structural member, provided the hourly Unrestrained Beam Rating of the structural member being transferred is at leastequal to the Unrestrained Beam Rating of the structural member being replaced. Additionally, for steel joists and steel trusses the Restrained BeamRating of the joist or truss being transferred should be equal to or greater than the Restrained Assembly Rating of the floor-ceiling assembly intowhich the joist or truss is being transferred.When it is the intent to comply with requirements that the structural member's hourly rating be equal to or greater than the assembly's hourly rating,the structural member from the N Series design may be substituted for the tested structural member, provided also that the hourly Beam Rating ofthe structural member being transferred is at least equal to the hourly rating of the requirement. Additionally, the Restrained Beam Rating of thestructural member being transferred should be equal to or greater than the Restrained Assembly Rating of the floor assembly into which thestructural member is being transferred.For applications where the assembly's hourly rating differs from the structural member rating, particular attention should be made to the thickness offire-protection materials applied to the underside of the floor adjacent to the structural member. The thickness of the fire-protection material requiredwithin 12 in. beyond the edges of the structural member should be the lesser of the beam protection thickness or the deck protection thickness asrequired by the N Series design but not less than the thickness of the fire-protection material required by the assembly.Application of S Series DesignsWhen it is the intent to only maintain the existing Assembly Rating, the beams, steel joists and steel trusses from the S Series designs may besubstituted for the tested structural member, provided the hourly Unrestrained Beam Rating of the structural member being transferred is at leastequal to the Unrestrained Beam Rating of the structural member being replaced. Additionally, the Restrained Beam Rating of the structural memberbeing transferred should be equal to or greater than the Restrained Assembly Rating of the roof assembly into which the structural member is beingtransferred.When it is the intent to comply with requirements that the structural member's hourly rating be equal to or greater than the assembly's hourly rating,the structural member from the S Series design may be substituted for the tested beam, provided also that the hourly Beam Rating of the structuralmember being transferred is at least equal to the hourly rating of the requirement. Additionally, the Restrained Beam Rating of the structuralmember being transferred should be equal to or greater than the Restrained Assembly Rating of the roof assembly into which the structuralmember is being transferred.For applications where the assembly's hourly rating differs from the structural member rating, particular attention should be made to the thickness ofthe fire-protection materials applied to the underside of the roof deck adjacent to the structural member. The thickness of the fire-protection materialrequired within 12 in. beyond the edges of the structural member should be the lesser of the beam protection thickness or the deck protectionthickness as required by the S Series design but not less than the thickness of the fire-protection material required by the assembly.Application of A, D, G, J and P Series DesignsWhen it is the intent to only maintain the existing Assembly Rating, the beams from A, D, G, J and P Series designs may be substituted for the testedbeam, provided that: (1) the Unrestrained Beam Rating of the beam being transferred is equal to or greater than the Unrestrained Beam Rating ofthe beam being replaced; and (2) the Restrained Assembly Rating of the assembly from which the beam is being transferred is equal to or greaterthan the Restrained Assembly Rating of the assembly into which the beam is being transferred.When it is the intent to comply with requirements that the beam's hourly rating be equal to or greater than the assembly's hourly rating, the beamsfrom A, D, G, J and P Series designs may be substituted for the tested beam, provided also that the hourly Unrestrained Rating of the beam beingtransferred is at least equal to the hourly rating of the requirement.Mastic and Intumescent CoatingsApplication of N Series and S Series DesignsThe beams, steel joists and steel trusses from N Series designs may be substituted for the tested structural member, provided the hourlyUnrestrained Beam Rating of the structural member being transferred is at least equal to the Unrestrained Beam Rating of the structural memberbeing replaced, and the Restrained Beam Rating of the structural member being transferred is equal to or greater than the Restrained AssemblyRating of the floor-ceiling assembly into which the structural member is being transferred.5. Unprotected Floors and RoofsThe Unrestrained Beam Ratings in the N400, N600, N700 and N800 Series designs with spray-applied fire-protection material on the steel floordecks may be used with unprotected steel floor deck assembly designs (D900 Series) or unprotected precast concrete floors, provided that thebeam fire-protection material is oversprayed to the underside of the floor on both sides of the beam for a minimum width of 12 in. beyond the edgesof the beam flange. The thickness of the fire-protection material oversprayed to the underside of the floor should be the same as required for thebeam. Overspraying is not required when the N Series designs with unprotected steel floor decks are substituted in the D900 Series designs or tosupport unprotected precast concrete units.The Unrestrained Beam Ratings in the S400, S600, S700 and S800 Series designs with spray-applied fire-protection material on the steel roofdecks may be used with unprotected steel roof deck assembly designs (P9-- designs), provided the beam protection material is oversprayed to theunderside of the roof on both sides of the beam for a minimum distance of 12 in. beyond the edges of the beam flange. The thickness of fire-protection material oversprayed to the underside of the roof should be the same as required for the beam. Overspraying is not required when theS-- designs with unprotected steel roof decks are substituted in the P9-- roof designs.6. Adjustment of Thickness of Spray-applied Fire-resistive Materials for Restrained and Unrestrained BeamsAlternate-sized steel beams may be substituted for the given beam in the A700, A800, A900, D700, D800, D900, G700, G800, J700, J800, J900,N700, N800, P700, P800, P900, S700 and S800 Series designs, provided the beams are of the same shape, and the thickness of spray-appliedfire-resistive material for 1, 1-1/2, 2, 3 and 4 h Restrained and Unrestrained Beam ratings is adjusted in accordance with the following equation:Where:T = Thickness (in.) of spray-applied materialW = Weight of beam (lb/ft)D = Perimeter of protection, at the interface of the fire-protection material and the steel through which heat is transferred to steel (in.)Subscript 1 = Refers to alternate beam size and required material thicknessSubscript 2 = Refers to given beam size and material thickness shown in the individual designs1) W/D values are not less than 0.37,2) T1 values are not less than 3/8 in., and3) the Unrestrained and Restrained Beam Rating is not less than 1 h.The use of this procedure is applicable to the adjustment of spray-applied fire-resistive material thickness on restrained and unrestrainedbeams having solid web members. It is not applicable to the adjustment of mastic and intumescent coatings on restrained and unrestrainedbeams.When used to adjust the material thickness for a restrained beam, the use of this procedure is limited to steel sections classified as compact inaccordance with the "Specification for the Design of Structural Steel Buildings," by the American Institute of Steel Construction, Load andResistance Factor Design (Third Ed.).7. Restrained and Unrestrained ConditionsCertifications of floor-ceiling and roof-ceiling assemblies and individual beams include restrained and unrestrained ratings. See Section III.FLOOR-CEILINGS AND ROOF-CEILINGS, Item 15, Restrained and Unrestrained Assemblies for additional information.The minimum column size and configuration of the steel member is specified in the X and Y Series designs. The same hourly rating applieswhen a steel section with an equal or greater W/D ratio is substituted for the specified column size of the same configuration.The thickness of the coating materials in the X700, X800 and Y700 Series designs required on wide flange steel sections smaller thanspecified in a design may be calculated as follows:Where:X2 = Thickness of coating for smaller wide flange sectionX1 = Thickness of coating used on the rated steel sectionW1 = Weight per foot of the rated steel sectionW2 = Weight per foot of smaller wide flange sectionD1 = Perimeter of the rated steel section at interface with coatingD2 = Perimeter of smaller steel section at interface with coatingGuidance addressing the application of spray-applied fire-resistive materials to primed or similarly painted wide flange steel shapes is provided underCoating Materials.The fire-resistive materials applied to the steel sections should be protected from damage.COLUMN ASSEMBLY EXAMPLES : SRFMDesign No. X771August 13, 2015Ratings — 3/4, 1, 1-1/2, 2, 3 and 4 h* Indicates such products shall bear the UL or cUL Certification Mark for jurisdictions employing the UL or cUL Certification(such as Canada), respectively.COLUMN ASSEMBLY EXAMPLES : SRFM1. Steel Pipe or Tube Column — Steel circular pipe with diameter (OD) ranging from a minimum of 3 in. to a maximum of 32 in. with aminimum wall thickness of 3/16 in.Steel square or rectangular tube with outside wall dimensions ranging from a minimum 3 in. to a maximum of 32 in. and a minimum wallthickness of 3/16 in.The A/P ratio of the steel pipe or tube (see Item 2) shall range from 0.18 to 2.0.2. Spray-Applied Fire Resistive Materials* — Applied by mixing with water and spraying in one or more coats to steel surfaces whichmust be clean and free of dirt, loose scale and oil. Min avg and ind density of 15/14 pcf respectively. Min avg and min ind density of 22/19 pcfrespectively for Types Z-106, Z-106/G. Min avg and min ind density of 19/18 pcf respectively for Types 7GP and 7HD. For method ofdensity determination, see Design Information Section, preceding these designs.The hourly rating of the structural member is dependent upon the ratio of A/P and the thickness of Spray-Applied Fire Resistive Materials,where A is the cross sectional area of the pipe or tube and P is the heated perimeter.The A/P ratio of a circular pipe is determined by:Where:R = the hourly rating (hrs).h = the thickness of Spray-Applied Fire Resistive Materials, minimum 1/4 in., maximum 3-7/8 in.ARABIAN VERMICULITE INDUSTRIES — Types MK-6/CBF, MK-6/ED, MK-6/HY, MK-6s, Sonophone 1, Sonophone 5, Z-106, Z-106/G.GCP KOREA INC — Types MK-6/CBF, MK-6/ED, MK-6/HY, MK-6s, Monokote Acoustic 1, Monokote Acoustic 5, Z-106, Z-106/G.PYROK INC — Type LD.SOUTHWEST FIREPROOFING PRODUCTS CO — Types 4, 5, 5EF, 5GP, 5AR, 5GP/AR, 5EF/AR, 5MD/AR, 5MD, 7GP, 7HD, 8EF,8GP, 8MD, 9EF, 9GP, 9MD.GCP APPLIED TECHNOLOGIES INC — Types MK-6/HY, MK-6s, Monokote Acoustic 1, Monokote Acoustic 5, RG, Z-106, Z-106/G.* Indicates such products shall bear the UL or cUL Certification Mark for jurisdictions employing the UL or cULCertification (such as Canada), respectively.Design No. X528October 31, 2014Ratings — 1, 2 and 3 Hr.* Indicates such products shall bear the UL or cUL Certification Mark for jurisdictions employing the UL or cUL Certification(such as Canada), respectively.COLUMNS1. Steel Column — Min sizes of W-shaped and tubular steel columns which appear in the AISC Steel Construction Manual as shown under Item 2.2. Gypsum Board* — Any 1/2 in. thick UL Classified Gypsum Board that is eligible for use in Design No. X515. Any 5/8 in. thick ULClassified Gypsum Board that is eligible for use in Design Nos. L501, G512 or U305. Nom 1/2 in. or 5/8 in. thick gypsum board. Applied inlayers as noted in the above illustrations. Boards are to be applied vertically without horizontal joints. Min total thickness of layers in inches for thevarious ratings and min column sizes are as follows:ACADIA DRYWALL SUPPLIES LTD — CKNX.R25370AMERICAN GYPSUM CO — CKNX.R14196BEIJING NEW BUILDING MATERIALS PUBLIC LTD CO — CKNX.R19374CERTAINTEED GYPSUM INC — CKNX.R3660CGC INC — CKNX.R19751CONTINENTAL BUILDING PRODUCTS OPERATING CO, L L C — CKNX.R18482GEORGIA-PACIFIC GYPSUM L L C — CKNX.R2717LOADMASTER SYSTEMS INC — CKNX.R11809NATIONAL GYPSUM CO — eXP-C, CKNX.R3501PABCO BUILDING PRODUCTS L L C, DBA PABCO GYPSUM — CKNX.R7094PANEL REY S A — CKNX.R21796SIAM GYPSUM INDUSTRY (SARABURI) CO LTD — CKNX.R19262THAI GYPSUM PRODUCTS PCL — CKNX.R27517UNITED STATES GYPSUM CO — CKNX.R1319USG MEXICO S A DE C V — CKNX.R160892A. Gypsum Board* — As an alternate to Item 2- 3/4 in. thick gypsum wallboard. For 2 Hr rating, 1-1/2 in. total thickness, installed in accordancewith corner detail B. For 3 Hr rating, 2-1/4 in. total thickness installed in accordance with corner detail C. Boards are to be applied vertically withouthorizontal joints.CGC INC — Type IP-X3 or ULTRACODEUNITED STATES GYPSUM CO — Type IP-X3 or ULTRACODEUSG MEXICO S A DE C V — Type IP-X3 or ULTRACODE2B. Gypsum Board* — (As an alternate to Items 2 and 2A) — Nominal 5/8 in. thick panels. One of the layers of Gypsum Board (Item 2) used toobtain the minimum required thickness in Item 2 may be substituted with one layer and secured as described in Item 2.PABCO BUILDING PRODUCTS L L C, DBA PABCO GYPSUM — Type QuietRock ES2C. Wall and Partition Facings and Accessories* — (As an alternate to Item 2 through 2B) — Composite Gypsum Panel — Nominal 5/8 in.thick panels. One of the layers of Gypsum Board (Item 2) used to obtain the minimum required thickness in Item 2 may be substituted with onelayer of composite gypsum panel and secured as described in Item 2.PABCO BUILDING PRODUCTS L L C, DBA PABCO GYPSUM — Type QuietRock QR3. Steel Stud — 1-5/8 in. wide with 1-5/16 and 1-7/16 in. legs having a 1/4- in. folded flange, fabricated from No. 25 MSG galv steel. Length to be1/2 in. less than the assembly height.3A. As an alternate to Item 3 Steel Framing Members* — galv. steel clips spaced 4 ft OC and 1-1/4 in. from top and bottem of column. A No. 28MSG galv steel support angle with 1-1/4 in. length shall be placed over clips and secured with screws attaching the wallboard. The angle cut 1 in.less than assembly height splices in angle to occur over clips. The clips for use with wide flange columns only.JOHN WAGNER ASSOCIATES INC, DBA GRABBER — Types CB, CB1Clips.4. Corner Beads — No. 28 MSG galv steel, 1-1/4 in. legs to be attached to the wallboard with No. 6 by 1 in. screws spaced 12 in. OC max.5. Tie Wire — No. 18 SWG steel wire spaced 24 in. OC used with second layer of wallboard.6. Screws — For attaching first layer of wallboard to steel studs, and third layer of wallboard to 2 in. by 2 in. steel angle (25 Ga) to be No. 6 by 1in. (or 1-1/4 in. for 3/4 in. thick wallboard) Phillips head self-drilling, self-tapping double lead screws spaced 24 in. OC For attaching second layer ofwallboard to steel studs and fourth layer of wallboard to 2 in. by 2 in. steel angle (25 Ga) to be No. 6 by 1-3/4 in. (or 2-1/4 in. for 3/4 in. thickwallboard) steel screws of the same type spaced 12 in. OC For attaching third layer of wallboard to steel studs to be No. 8 by 2-1/4 in. screws ofthe same type spaced 12 in. OC7. Finishing System — (Not Shown) — Joint compound applied over corner beads to a thickness of 1/16 in.* Indicates such products shall bear the UL or cUL Certification Mark for jurisdictions employing the UL or cUL Certification (such asCanada), respectively.COLUMN ASSEMBLY EXAMPLES : GYPSUM SURROUNDREVISION SCHEDULENO: DATE: DESCRIPTION: Design No. D902December 28, 2016Restrained Assembly Ratings — 1, 1-1/2, 2 and 3 Hr.Unrestrained Assembly Ratings — 0, 1, 1-1/2, 2 or 3 Hr. (See Items 4 & 6)Unrestrained Beam Ratings — 1, 1-1/2, 2 and 3 Hr.This design was evaluated using a load design method other than the Limit States Design Method (e.g., Working Stress DesignMethod). For jurisdictions employing the Limit States Design Method, such as Canada, a load restriction factor shall be used* Indicates such products shall bear the UL or cUL Certification Mark for jurisdictions employing the UL or cUL Certification (such as Canada),respectively.1. Beam — W12X14, W8X28, W8x24 or W6x12, min size, see Items 6A through 6E.1A. Steel Joists — (Not Shown) — As an alternate to Item 1 — Composite or noncomposite min 8k1 or min depth and weight shall be 8 in. and4.9 lb/ft respectively. May be uncoated or provided with a shop coat of paint. Designed per S.J.I. specifications for a max design stress of 30,000 psi (30 ksi). Welded or bolted to end supports. The top chords shall consist of two angles measuring 1-1/4 by 1-1/4 by 0.127 in. thick.Bottom chords shall consist of two round bars measuring 0.566 in. in diam. or two angles measuring 1 by 1 by 0.125 in. thick. Bearing platesshall consist of two angles measuring 1-1/2 by 2 by 0.188 in. thick and 5-1/16 in. long. Web members shall consist of 0.565 in. diam bars.1B. Steel Joists — (Not Shown) — As an alternate to Item 1 — Composite or noncomposite min 12k5 or min depth and weight shall be 12 in.and 7.1 lb/ft respectively. May be uncoated or provided with a shop coat of paint. Designed per S.J.I. specifications for a max design stress of30, 000 psi (30 ksi). Welded or bolted to end supports. Top chords shall consist of two angles measuring 1-1/2 by 1-1/2 by 0.156 in. thick.Bottom chords shall consist of two round bars measuring 0.675 in. in diam. or two angles measuring 1 by 1 by 0.125 in. thick. Bearing platesshall consist of two angles measuring 2 by 2 by 0.192 in. thick and shall be min 4-15/16 in long. The second web member at each end shallconsist of 0.654 in. diam round bar. All remaining web members, including the end web members, shall consist of 0.774 in. diam round bars.Bridging per S.J.I. specifications is required when noncomposite joists are used.1C. Steel Joists — (Not Shown) — As an alternate to Item 1 — Composite or noncomposite min 12k5 or min depth and weight shall be 12 in.and 7.1 lb/ft respectively. May be uncoated or provided with a shop coat of paint. Designed per S.J.I. specifications for a max design stress of30, 000 psi (30 ksi). Welded or bolted to end supports. Top chords shall consist of two angles measuring 1-1/2 by 1-1/2 by 0.156 in. thick.Bottom chord shall consist of two round bars measuring 0.675 in. in diam. or two nangles measuring 1 by 1 by 0.125 in. thick. The second webmember at each end shall consist of 0.654 in. diam round bar. All remaining web members, including the end web members, shall consist of0.774 in. diam round bars. Bridging per S.J.I. specifications is required when noncomposite joists are used.1D. Steel Joists — (Not Shown) — As an alternate to Item 1 — Composite or noncomposite min 8k1 or min depth and weight shall be 8 in. and4.9 lb/ft respectively. May be uncoated or provided with a shop coat of paint. Designed per S.J.I. specifications for a max design stress of 30,000 psi (30 ksi). Welded or bolted to end supports. The top chords shall consist of two angles measuring 1-1/4 by 1-1/4 by 0.127 in. thick.Bottom chords shall consist of two round bars measuring 0.566 in. in diam. or two angles measuring 1 by 1 by 0.125 in. thick. Bearing platesshall conform to S.J.I. specifications. Web members shall consist of 0.565 in. diam bars.2. Normal Weight or Lightweight Concrete — Normal weight concrete, carbonate or siliceous aggregate, 3500 psi compressive strength,vibrated. Lightweight concrete, expanded shale or slate aggregate by rotary-kiln method or expanded clay aggregate by rotary-kiln or sintered-grate method, or pelletized expanded blast furnace slag aggregate, 3000 psi compressive strength, vibrated, 4 to 7 per cent entrained air.* With 2 and 3 in. deep steel floor units only.3. Welded Wire Fabric — 6x6 10/10 SWG.3A. Negative Reinforcement — (Not Shown) — Optional - Used in lieu of Item 3 and with Items 3B or 3C. For floor spans with concrete castcontinuous over the supporting beams. Deformed bars designed to resist the support moments of the concrete slab in accordance with the latest ACIBuilding Code Specifications.3B. Fiber Reinforcement* — (Not Shown) — Required with Item 3A. Engineered synthetic fibers added to concrete mix to control shrinkagecracks in concrete. Fibers added to concrete mix at rate of 1 lb of fiber for each cubic yard of concrete.PROPEX OPERATING COMPANY L L C — Fibermesh 150 and Fibermesh 300.3C. Fiber Reinforcement* — (Not Shown) — Required with Item 3A. Any fiber reinforcement bearing the UL Classification Marking for FireResistance, Classified for use in lieu of welded wire fabric.See Fiber Reinforcement (CBXQ) Category for names of manufacturers.4. Steel Floor and Form Units* — Composite 1-1/2, 1-5/8 , 2 or 3 in. deep galv units or 4-1/2 in. deep non-composite galv units. Fluted units maybe phos/ptd. Min gauges are 22 MSG for fluted and 20/20 for cellular and partial cellular units. The following combinations of units may be used:(1) All 24, 26, 28 or 36 in. wide cellular or partial cellular.(2) All fluted.(3) One or two 3 in. deep, 12 in. wide, 18/18 MSG min cellular alternating with 3 in. deep fluted or other cellular.(4) Any blend of fluted and 24, 26, 28 or 36 in. wide cellular or partial cellular.(5) Corrugated, nom 1-5/16 or 2 in. deep, 30 in. wide, 24 MSG min galv units with shear wires factory welded to deck corrugations. Welded tosupports 12 in. OC through welding washers. For shear wire spacing of 8 in. or less the steel deck stress shall not exceed 20 KSI. For shear wirespacing greater than 8 in. OC but less than or equal to 12 in. OC steel deck stress shall not exceed 12 KSI.ASC STEEL DECK, DIV OF ASC PROFILES L L C — 32 in. wide Types NH-32, NHN-32, NHF-32; 36 in. wide, Types BH-36, BHN-36, BHN-35-1/4, BHF-36, BHF-36A, 2WH-36, 2WHS-36, 2WHF-36, 2WHF-36A, 3WxH-36, 3WxHF-36, 3WxHF-36A, 3WH-36, 3WHF-36, 3WHF-36A, 3W-36, 3WF-36, DG3W-36, DG3WF-36. All units may be galvanized or Prime Shield. Non-cellular decks may be vented designated with a "V" suffix tothe product name. Cellular deck top and bottom sections may be riveted together (designated with "Fr") vs. arc spot welded, "F"CANAM STEEL CORP — 24 in. wide Type P-2432 composite or 36 in. wide Type P-3623, P-3606, P-3615 and 24 in wide Type P-2432composite, Type P-3606 and P-3615 non-compositeCANAM STEEL CORP — 12 or 24 in. wide, Types 1-1/2, 2, or 3 in. LOK-Floor and LOK-Floor Cell; 36 in. wide, Types 2 or 3 in. LOK-Floor andLOK-Floor Cell; 24, 30 or 36 in. wide, Type 1-1/2 in. B-LOK and B-LOK Cell; 24 in. wide, Types N-LOK and N-LOK CellCENTRIA — QL Types, 24 in. wide, 3 or 3 inverted, UKX, 21 or 21 inverted, 2 in. 99, 121, AKX, NKX, TKX; 24 or 30 in. wide GKX, GKXH, GKX-A; 36 in. wide 2 in. 99, AKX, WKX; 12 in. wide NKC, TKC; 12 in. wide non-composite Sec 12. Side joints of 99, 121, TKC, TKX, WKX may bewelded together 60 in. OC. Side joints of 99, AKX, WKX, GKX, GKX-A, TKX may be fastened together with min 1 in. long No. 12x14 self-drilling, self-tapping steel screws 36 in. OCCHIA TEH CONSTRUCTION MATERIAL CO LTD — 24 or 36 in. wide Mac-Lok 3; 24 in. wide CFD-3DECK WEST INC — 36 in. wide Type B-DW, Inverted B-DW, BA-DW, Inverted BA-DW, 2-DW or 3-DW. Side joints of Type 2-DW and 3-DW maybe fastened together with min 1 in. long No. 12 x 14 self-drilling, self-tapping steel screws 36 in. OCDESIGN ASSISTANCE CONSTRUCTION SYSTEMS INC — 36 in. wide Type DACS1.5CD, or 24 in. wide Type DACS2.0CD, or DACS3.0CDEPIC METALS CORP — 24 in. wide Types EC150, EC150 inverted, EC300, EC366, ECP150, ECP300, ECP366, ECA; 30 in. wide TypesECB150, ECBR150; 36 in. wide Types EC156, EC266, ECP266KAM INDUSTRIES LTD, DBA CORDECK — 24 in. wide, Types 2 or 3 in. WDRMARLYN STEEL DECKS INC — Type 1.5 CF, 2.0 CF or 3.0 CFMORIN CORP — 24, 30 or 36 in. wide Types LXR-B, LXR-B inverted; 24 or 36 in. wide Type LXR-3W; 36 in. wide Type LXR-2WNEW MILLENNIUM BUILDING SYSTEMS L L C — 24 in. wide Types CFD-2, CFD-3; 24, 30 or 36 in. wide Type CFD-1.5; 24 or 36 in. wideTypes Mac-Lok 2, Mac-Lok 3; 24 in. wide Types B2C, B2FC, NC, NFC; 30 in. wide, Type B3C; 12 in. wide Mac-Way Cellular 45 MDW, 2-633MTWA, 3-633 MTWA+. 30 in. wide, Mac-Cor Types 1 and 2NEW MILLENNIUM BUILDING SYSTEMS L L C — Type 1.5CD, 1.5CDI, 1.5CDR, 2.0CD, or 3.0CD. Units may be phos/painted or galvanizedROOF DECK INC — 36 in. wide Types LOK-1-1/2, LOK-1-1/2R; 24 in. wide Types LOK-2, LOK-3VALLEY JOIST — 24 or 36 in. wide Types WVC 1-1/2 or WVC 2VERCO DECKING INC - A NUCOR CO — FORMLOK™ deck types PLB, B, BR, PLN3, N3, PLN, N, PLW2, W2, PLW3, W3. Units are min 24 in.wide and may be galvanized, phos./ptd., or mill finish. Units may be cellular or acoustical cellular, with the suffix "CD" or "CD-AC" added to theproduct name, respectively. All non-cellular deck may be vented or non-vented. 12 in. wide PLW2, W2, PLW3 or W3 units may be blended with 24or 36 in. wide PLW2, W2, PLW3 or W3 units, respectively; or Types PLN3-CD, N3-CD, PLN3, N3.VULCRAFT, DIV OF NUCOR CORP — 24, 30 or 36 in. wide Types 1.5VL, 1.5VLI, 1.5PLVLI, 1.5VLP, 1.5 VLR, 1.5PLVLP; 24 or 36 in. wideTypes 1.5VLPA, 1.5PLVLPA, 2VLI, 2.0PLVLI, 2VLJ, 3VLI, 3.0PLVLI, 3VLJ, 2VLP, 2.0PLVLP, 3VLP, 3.0PLVLP, 2VLPA, 2.0PLVLPA, 3VLPA,3.0PLVLPA. Types 1.5VL, 1.5VLI, 1.5PLVLI, 1.5 VLR, 1.5VLPA, 1.5PLVLPA, 2VLI, 2.0PLVLI, 2VLJ, 3VLI, 3.0PLVLI, 3VLJ units may be phos/ptd.24 or 36 in. wide Types 2VLJ, 3VLJ units ++ may be used for max 2 hr Restrained Assembly Rating. 36 in. wide Types 1.5 SB, 1.5 SBR; 24 or 36in wide Types 2.0 SB, 3.0 SB, 36 in. wide Type High Strength 1.5 SBI, 36 in. wide Type High Strength 1.5 SBN; Units may be phos/ptdSpacing of welds attaching units to supports shall be 12 in. OC for 12, 24, 36 in. wide units, four welds per sheet for 30 in. wide units. 6 in. OC for 18in. wide and Sec. 12 units. Unless specified otherwise for specific units types, adjacent units button-punched or welded together 36 in. OC along sidejoints. For 3 Hr Rating, units with overlapping type side joints welded together 24 in. OC max.When a superimposed load of 250 PSF is desired the spacing of welds or button-punches shall not exceed 24 in. OC along side joints.+ 12 in. wide, 1-1/2 in. deep Mac-Way units may be blended with 24 in. wide B2C or 30 in wide B3C units in a blend of one cell to one or morefluted units. 12 in. wide, 2 in. deep Mac-Way units may be blended with 24 or 36 in. wide Mac-Lock units in a blend of one cell to one or more flutedunits. 12 in. wide, 3 in. deep Mac-Way units may be blended with 24 or 36 in. wide Mac-Lock 3 units in a blend of one cell to one or more flutedunits. The side edge of the fluted units is placed on the top of the side edge of the Mac-Way unit and the two are welded together with weldingwashers spaced a max. of 32 in. OC for Mac-Lock 2 or 3 units and a max of 24 in. OC for the B2C or B3C units.++ Side joints of Types 2VLJ or 3VLJ units may be fastened together with No. 8-3/4 in. long self-drilling Tek screws driven diagonally from the topside through the joint of the units at 36 in. O. C. max.Alternate Construction — Noncomposite units of the same type listed above may be used provided allowable loading is calculated on the basis ofnoncomposite design.The Unrestrained Assembly Rating is equal to the Unrestrained Beam Rating (See Item 6) for a max 3 Hr and is limited to the following units andlimitations:(a) 1-1/2, 2 and 3 in. deep, 24 in. wide, 22 MSG or thicker fluted with clear spans not more than 7 ft, 8 in.(b) 1-1/2, 2 and 3 in. deep, 24 in. wide, 20 MSG or thicker fluted with clear spans not more than 8 ft, 8 in.(c) 1-1/2 and 2 in. deep, 24 in. wide, 16 MSG or thicker fluted and 18/18 MSG or thicker cellular with clear spans not more than 9 ft, 11 in.(d) 3 in. deep, 36 in. wide, 18 MSG or thicker fluted and 24 in. wide, 20/18 MSG or thicker cellular with clear spans not more than 13 ft, 2 in.For assemblies utilizing 3-1/4 in. lightweight concrete topping with a max Restrained Assembly Rating of 2 Hr, the Unrestrained Assembly Rating isequal to the Unrestrained Beam Rating (See Item 6) and is limited to the following floor units and spans:(a) 1-1/2, 2 and 3 in. deep, 24 or 36 in. wide, 22 MSG fluted and 20/20 MSG cellular with clear spans not more than 9 ft, 6 in.(b) 2 and 3 in. deep, 24 or 36 in. wide, 20 MSG fluted and 20/20 MSG cellular with clear spans not more than 10 ft, 0 in.(c) 3 in. deep, 24 in. wide, 20 MSG fluted and 20/20 MSG cellular with clear spans not more than 13 ft, 2 in.4A. Steel Floor and Form Units* — As an alternate to Item 4, for use only when top of steel beam (Item 1) is filled solid with concrete for the fullwidth of bearing from top of steel beam to top of concrete (Item 2):BAILEY METAL PRODUCTS LTD — Type COMSLAB™ 210 and COMSLAB™ 225, Steel End Closure Flashing* May be reduced to 3/4 in. for the 1-1/2 hr Unrestrained Beam Rating when the material is sprayed 2 in. beyond the beams's top flange and no reductionin thickness is made at the tips of the bottom flange.** This thickness applies when optional Item 12 or 13 are used over 3-1/4 in. lightweight concrete topping.+ Thickness of Spray-Applied Fire Resistive Materials may be reduced to one half of this thickness on the lower flange tips of the steel beam.++ When bottom chords consist of 1 by 1 by 0.125 in. thickn steel angles, the thickness of spray-applied fire resistive material shall be increased by 1/4in. on the bottom chord only.ISOLATEK INTERNATIONAL — Type D-C/F, HP, Type II, Type EBS or Type X adhesive which may also be used as a surface sealer6A. Spray-Applied Fire Resistive Materials* — Alternate to Item 6. See table below for appropriate thicknesses. When fluted steel deck is used andthe fire protection thickness selected is based on all fluted deck, the area between the steel deck and the top flange of the steel beam shall be filled.When fluted steel deck is used and the steel beam is sprayed with the thicknesses applicable to cellular or blended units, the area between the steel deckand the top flange of the steel beam shall be plugged. Prepared by mixing with water and spray-applied in one or more coats to beam surfaces whichmust be clean and free of dirt, loose scale and oil. Min average density of 17.5 pcf with min individual value of 17.0 pcf. For method of densitydetermination, see Design Information Section, Sprayed Material.* This thickness applies when optional Items 12, 13 are used over 3-1/4 in. lightweight concrete topping.+++ When bottom chords consist of 1 by 1 by 0.125 in. thick steel angles, the thickness of spray-applied fire resistive material shall be increased by 1/4in. on the bottom chord only.ISOLATEK INTERNATIONAL — Type 2806B. Spray-Applied Fire Resistive Materials* — Alternate to Item 6 or 6A. Applied by mixing with water according to instructions on each bag ofmaterial. Mixture can be spray or trowel applied in one or more coats. The thickness of the mixture is dependent on the type of floor unit. See table belowfor appropriate thickness. When fluted steel deck is used and the fire protection thickness selected is based on all fluted deck, the area between the steeldeck and the top flange of the steel beam shall be filled. When fluted steel deck is used and the steel beam is sprayed with the thicknesses applicable tocellular or blended units, the area between the steel deck and the top flange of the steel beam shall be plugged. The steel surfaces must be clean andfree of dirt, loose scale and oil. Minimum average density of 38 pcf and minimum individual density of 35 pcf for Type 800. Min avg density of 44 pcf withmin ind value of 40 pcf for Type M-II. Min avg density of 47 pcf, with min individual value of 43 pcf for Type M-II/P. Min avg density of 44 pcf with minind value of 42 pcf for Type TG. For method of density determination, refer to Design Information Section, Sprayed Material.* This thickness applies when optional Item 12 or 13 are used over 3-1/4 in. lightweight concrete topping.BERLIN CO LTD — Types M-II or TG. Types M-II and TG Investigated for exterior useGREENTECH THERMAL INSULATION PRODUCTS MFG CO L L C — Types M-II, M-II/P or TG. Types M-II, M-II/P and TG Investigated forexterior useISOLATEK INTERNATIONAL — Types 800, M-II, M-II/P or TG investigated for exterior useNEWKEM PRODUCTS CORP — Types M-II or TG. Types M-II and TG Investigated for exterior use6C. Spray-Applied Fire Resistive Materials* — Alternate to Items 6A or 6B. Applied by mixing with water in accordance with instructions oneach bag and applied in one or more coats to a final thickness as shown in table below to steel beam surface which is free of dirt, oil or scale. Whenfluted steel deck is used and the fire protection thickness selected is based on all fluted deck, the area between the steel deck and the top flange ofthe steel beam shall be filled. When fluted steel deck is used and the steel beam is sprayed with the thicknesses applicable to cellular or blendedunits, the area between the steel deck and the top flange of the steel beam shall be plugged.Min average and min individual density is 15 and 14 pcf, respectively, for Types 300, 300AC, 300ES, 300HS, 300N, 3000, 3000ES and SB. ForTypes 400AC and 400ES min average and min individual density of 22 and 19 pcf, respectively. For method of density determination, refer toDesign Information Section. The thickness of the material on the Structural Members (Item 1, 1C, or 1D) shall be as follows:* This thickness applies when optional Item 12 or 13 are used over 3-1/4 in. lightweight concrete topping.BERLIN CO LTD — Type 300, Type 300ES, Type 300N or Type SBGREENTECH THERMAL INSULATION PRODUCTS MFG CO L L C — Types 300, 300AC, or 400ACISOLATEK INTERNATIONAL — Type 300, Type 300AC, Type 300ES, Type 300HS, Type 300N, Type SB, Type 400AC, Type 400ES, Type 3000 orType 3000ESNEWKEM PRODUCTS CORP — Type 300, Type 300ES, Type 300N, or Type SB6D. Spray-Applied Fire Resistive Materials* — Alternate to Items 6A, 6B or 6C. Applied by mixing with water in accordance with instructions on eachbag and applied in one or more coats to a final thickness as shown in table below to steel beam surface which is free of dirt, oil or scale. When fluted steeldeck is used and the fire protection thickness selected is based on all fluted deck, the area between the steel deck and the top flange of the steel beamshall be filled. When fluted steel deck is used and the steel beam is sprayed with the thicknesses applicable to cellular or blended units, the area betweenthe steel deck and the top flange of the steel beam shall be plugged.Min average and min individual density is 17.5 and 16 pcf, respectively, for 300TW. Min average and min individual density of 22 and 19 pcf, respectively,for Type 400. For method of density determination, refer to Design Information Section. The thickness of the material on the Structural Members (Item1, 1C, or 1D) shall be as follows:* This thickness applies when optional Item 12 or 13 are used over 3-1/4 in. lightweight concrete topping.BERLIN CO LTD — Type 400GREENTECH THERMAL INSULATION PRODUCTS MFG CO L L C — Type 400ISOLATEK INTERNATIONAL — Type 300TW, Type 400NEWKEM PRODUCTS CORP — Type 4006E. Mastic and Intumescent Coatings* — As an alternate to Items 6 through 6D. For use with fluted steel floor and form units only. Min. size W8x24or W6x12 beams shall be primed with a phenolic modified alkyd primer, a metal alkyd primer, an acrylic primer or an epoxy primer at a nominal thicknessof 2 mil. Coating spray or brush applied in accordance with the manufacturer's instructions at the min dry thickness as shown in the table below. Thethickness shown below includes the primer thickness. Flutes above beam to be completely filled with minimum 6 pcf mineral wool insulation, or the topflange of the beam to be protected with the same thickness of coating as required on the beam.BERLIN CO LTD — Type WB 3. Investigated for Interior General Purpose. Type WB 4, Investigated for Interior General Purpose. TypeWB4, Investigated for Exterior Use with top coat as described in Item 6FGREENTECH THERMAL INSULATION PRODUCTS MFG CO L L C — Type WB 3. Investigated for Interior General Purpose. Type WB4, Investigated for Interior General Purpose. Type WB4, Investigated for Exterior Use with top coat as described in Item 6FISOLATEK INTERNATIONAL — Type SprayFilm-WB 3 and Type WB 3. Investigated for Interior General Purpose. Type SprayFilm-WB4 and Type WB 4, Investigated for Interior General Purpose. Type SprayFilm-WB 4 and Type WB4, Investigated for Exterior Use with topcoat as described in Item 6FNEWKEM PRODUCTS CORP — Type WB 3. Investigated for Interior General Purpose. Type WB 4, Investigated for Interior GeneralPurpose. Type WB4, Investigated for Exterior Use with top coat as described in Item 6F6F. Mastic and Intumescent Coatings* — As an alternate to Items 6 through 6E. For use with normal weight concrete. Min. size W8x28beams shall be primed with a phenolic modified alkyd primer a metal alkyd primer, an acrylic primer or an epoxy primer at a nominalthickness of 2 mil. Coating spray or brush applied in accordance with the manufacturer's instructions at the min dry thickness as shown inthe table below. The thickness shown below includes the primer thickness. The top surface of the top flange where fluted units are usedmust be protected with the coating material at the same min dry thickness at a min distance of 1 in. (25 mm) inward from the flange tip onboth sides of the beam. Mineral wool insulation optional above top surface of the beam.BERLIN CO LTD — Type WB 3. Investigated for Interior General Purpose. Type WB 4, Investigated for Interior General Purpose. Type WB4, Investigated for Exterior Use with top coat as described in Item 6GGREENTECH THERMAL INSULATION PRODUCTS MFG CO L L C — Type WB 3, Investigated for Interior General Purpose. Type WB 4,Investigated for Interior General Purpose. Type WB 4, Investigated for Exterior Use with top coat as described in Item 6GISOLATEK INTERNATIONAL — Type SprayFilm-WB 3 and Type WB 3. Investigated for Interior General Purpose. Type SprayFilm-WB 4and Type WB 4, Investigated for Interior General Purpose. Type SprayFilm-WB 4 and Type WB 4, Investigated for Exterior Use with topcoat as described in Item 6GNEWKEM PRODUCTS CORP — Type WB 3. Investigated for Interior General Purpose. Type WB 4, Investigated for Interior GeneralPurpose. Type WB4, Investigated for Exterior Use with top coat as described in Item 6F6G. Top Coat — Type SprayFilm — TOPSEAL and Type TOPSEAL required for Exterior Use, applied at a minimum dry thickness of 14mils (0.34 mm) over the intumescent material.See Classification information in the Mastic and Intumescent Coating (CDWZ) category, Isolatek International, for mixing requirements.6H. Mastic and Intumescent Coatings* — As an alternate to Items 6 through 6F. For use with normal weight or light weight concrete andfluted steel floor and form units only. Min size W8x24 beams shall be primed with a phenolic modified alkyd primer at a thickness of 2 milsor a epoxy primer at a nominal thickmess of 1 mil. Coating spray or brush applied in accordance with the manufacturer's instructions at thethicknesses shown below. The thickness includes the thickness of primer. The top surface of the top flange where fluted units are usedmust be protected with the coating material at the same min dry thickness or filled with nominal 4 pcf mineral wool.GREENTECH THERMAL INSULATION PRODUCTS MFG CO L L C — Type SprayFilm-WB-5 and Type WB-5. Investigated for Interior GeneralPurposeISOLATEK INTERNATIONAL — Type SprayFilm-WB-5 and Type WB-5. Investigated for Interior General Purpose7. Shear Connector Studs — Optional — Studs, 3/4 in. diam by 3 in. long, for 1-1/2 in. deep form units to 5-1/4 in. long for 3 in. deep form units,headed type or equivalent per AISC specifications. Welded to the top flange of the beam through the steel form units.8. Lath Hanger — (Not Shown) — Optional - For use in caged beams with Items 6, 6A, 6B or 6C Galv steel 6 SWG min diam spaced 27 in. O. C.9. Clips — (Not Shown) — Optional - For use in caged beams with Items 6, 6A, 6B or 6C No. 24 MSG spring steel pushed on to top and bottomflanges of beam spaced 6 in. O. C. max.10. Metal Lath — (Not Shown) — Optional - For use in caged beams with Items 6, 6A, 6B or 6C 3/8 in. diamond mesh or rib lath, 3.4 lbs per sq ydexpanded steel attached to beam with clips spaced 6 in. OC max; or tied to lath hangers with 18 SWG galv steel wire spaced 6 in. OC max.11. Electrical Inserts* — (Not Shown) — Classified as "Outlet Boxes and Fittings Classified for Fire Resistance".12. Mineral and Fiberboards* — (Optional, Not Shown) — Applied over concrete floor with no restriction on board thickness. When mineral andfiber boards are used, the unrestrained beam rating shall be increased by a minimum of 1/2 hr.See Mineral and Fiber Board (CERZ) category for names of manufacturers.13. Foamed Plastic* — (Optional, Not Shown) — Consisting of polyisocyanurate or urethane roof insulations. Applied over concrete floor with norestrictions on thickness. When polyisocyanurate or urethane insulation is used, the unrestrained beam rating shall be increased by a minimum of 1/2hr.See Foamed Plastic (CCVW) for list of manufacturers.14. Insulating Concrete — (Optional, Not Shown) — Various types of insulating concrete prepared and applied as follows:A. Vermiculite Concrete - Blend 6 to 8 cu ft of Vermiculite Aggregate* to 94 lb Portland cement and air entraining agent. Min thickness of 2 in. asmeasured to the top surface of the structural concrete or foamed plastic (Item 15) when it is used. See Vermiculite Aggregate (CJZZ) categoryfor names of Classified companies.B. Cellular Concrete-Roof Topping Mixture* - Concentrate mixed with water and Portland cement per manufacturer's specifications. Min.thickness of 2-in. as measured to the top surface of the structural concrete or foamed plastic (Item 15 and 15A) when used. Cast dry density and28-day min compressive strength of 190 psi as determined with ASTM C495-66.AERIX INDUSTRIES — Cast dry density of 37 (+ or -) 3.0 pcfCELCORE INC — Type Celcore with cast dry density of 31 (+ or - 3.0) pcf or Type Celcore MF with cast dry density of 29 (+ or - 3.0) pcfELASTIZELL CORP OF AMERICA — Type II, with a cast dry density of 39 (+ or - 3.0) pcfLITE-CRETE INC — Cast density of 29 (+ or -) 3.0 pcfSIPLAST INC — Mix #1, Cast dry density of 32 (+ or -) 3 pcfSIPLAST INC — Mix #2, Cast dry density of 36 (+ or -) 3 pcfC. Cellular Concrete-Roof Topping Mixture* - Foam concentrate mixed with water, Portland cement and UL Classified Vermiculite Aggregate permanufacture's application instructions. Cast dry density of 33 (+ or -) 3 pcf and 28 day compressive strength of min 250 psi as determined inaccordance with ASTM C495-86.AERIX INDUSTRIES — Mix #3ELASTIZELL CORP OF AMERICA — Type II. Mix #1 of cast dry density 39 (+ or -) 3.0 pcf, Mix #2 of cast dry density 40 (+ or -) 3.0 pcf, Mix #3 of cast dry density 47 (+ or -) 3.0 pcfSIPLAST INC — Mix #3D. Perlite Concrete - 6 cu ft of Perlite Aggregate* to 94 lb of Portland Cement and 1-1/2 pt air entraining agent. Min thickness 2 in. as measured tothe top surface of structural concrete or foamed plastic (Item 15A) when it is used.See Perlite Aggregate (CFFX) in Fire Resistance Directory for names of Classified companies.15. Foamed Plastic* — (Optional, Not Shown) — For use only with vermiculite (Item 14A) or cellular (Item 14B) concretes-Rigid polystyrene foamedplastic insulation having slots and/or holes sandwiched between vermiculite concrete slurry which is applied to the normal or lightweight concretesurface and vermiculite concrete topping (Item 14A).See Foamed Plastic* (BRYX) category in Building Materials Directory or Foamed Plastic* (CCVW) Category in Fire Resistance Directory for list ofClassified companies.15A. Foamed Plastic* — (Not Shown) — For use only with cellular or perlite concrete. Nominal 24 by 48 in. polystyrene foamed plastic insulationboards having a density of 1.0 (+ or - 0.1) pcf, encapsulated within concrete topping. Each insulation board shall contain six nominal 3 in. diameterholes oriented in two rows of three holes each with the holes spaced 12 in. OC transversely and 16 in. OC longitudinally.See Foamed Plastic* (BRYX) category in Building Materials Directory or Foamed Plastic* (CCYW) category in Fire Resistance Directory for list ofClassified companies.16. Roof Covering Materials* — (Optional, Not Shown) — Consisting of materials compatible with insulations described herein which provide ClassA, B or C coverings.See Built-Up Roof Covering Materials in Building Materials Directory.17. Insulated Concrete — (Optional, Not Shown) — various types of insulated concrete prepared and applied in the thickness indicated.A. Vermiculite Concrete — Mix consists of 6 cu ft of Vermiculite Aggregate*, 94 lbs of Portland cement and 6 ox of air entraining agent. Thicknessto be 2 in min from the top plane of steel roof deck.ELASTIZELL CORP OF AMERICA — Types MS16-U, MSV 200.B. Perlite Concrete — Mix consists of 6.2 cu ft Perlite Aggregate* to 94 lbs of Portland cement and 1-1/2 pt air entraining agent. Compressivestrength 80 psi min.See Perlite Aggregate (CFFX) category for names of Classified companies.* Indicates such products shall bear the UL or cUL Certification Mark for jurisdictions employing the UL or cUL Certification (suchas Canada), respectively.5. Joint Cover — (Use with fluted units optional — Not Shown) — 2 in. wide cloth adhesive tape applied following the contour of the units.6. Spray-Applied Fire Resistive Materials* — Applied by spraying with water, in one coat to a final thickness as shown above and intable below to steel beam surface which is free of dirt, oil or scale. When fluted steel deck is used and the fire protection thickness selectedis based on all fluted deck, the area between the steel deck and the top flange of the steel beam shall be filled. When fluted steel deck isused and the steel beam is sprayed with the thicknesses applicable to cellular or blended units, the area between the steel deck and thetop flange of the steel beam shall be plugged. Use of adhesive is optional. Min avg untamped density is 13 pcf with min ind untampeddensity of 11 pcf for Types II or DC/F. Min avg and min ind untamped densities of 22 and 19 pcf, respectively, for Type HP. Tamping isoptional. For method of density determination, refer to Design Information Section. The thickness of the Spray-Applied Fire ResistiveMaterials on the Structural Members (Item 1, 1A, or 1B) shall be as follows:Design No. D902 (cont.)Design No. D902 (cont.)Design No. P902September 29, 2016Restrained Assembly Rating — 1, 1-1/2 and 2 Hr. (See Items 4, and 5 through 6C)Unrestrained Assembly Rating — 0 Hr. (See Item 4)Unrestrained Beam Rating — 1, 1-1/2 and 2 Hr. (See Items 5 through 6C)This design was evaluated using a load design method other than the Limit States Design Method (e.g., Working Stress DesignMethod). For jurisdictions employing the Limit States Design Method, such as Canada, a load restriction factor shall be used* Indicates such products shall bear the UL or cUL Certification Mark for jurisdictions employing the UL or cUL Certification (such as Canada),respectively.Beam — W8x10, W6x16 or W8x28, min size. See Items 5 or 6.Joist — 10K1, 12J4 or 14K4 min size. See Items 5 or 6. As alternate to steel beam Joist girders (Not shown)-20 in. min depth and 13lb/lin ft min weight. As an alternate support, LH Series steel joists spanning no greater than 60 ft may be used. For spans greater than 60 ft,LH Series joists my be used provided that the deflection under their published total load shall not be greater than 1/312 of the joist span. Whensteel joists are used, bridging designed in accordance with SJI specifications is required at top and bottom chords.1. Roof Covering* — Consisting of hot mopped or cold application materials compatible with insulation(s) described herein which provideClass A, B or C coverings. See Roofing Materials and Systems Directory-Roof Covering Materials (TEVT).1A. In lieu of Item 1, — roof covering consisting of single-ply Roofing Membrane* that is either ballasted, adhered or mechanicallyattached as permitted under the respective manufacturer's Classification. See Fire Resistance Directory-Roofing Membranes (CHCI).2. Cellular Concrete — 2.95 cu ft of stabilized preformed foam to 94 lb of Portland cement premixed with 6 gal of water. Cellular concreteto have a dry density of 31.5 (+ or -) 3.0 pcf and a 28-day compressive strength of 190 to 350 psi, as determined in accordance with ASTM C495-66.2A. Insulating Concrete — Various types of insulating concrete prepared and applied in the thickness indicated:A. Cellular Concrete — Floor or Roof Topping Mixture* — Foam concentrate mixed with water and Portland cement permanufacturer's specifications. Cast dry density and 28-day min compressive strength of 190 psi as determined in accordance with ASTM C495-66.CELCORE INC — Type Celcore with cast dry density of 31 (+ or - 3.0) pcf or Type Celcore MF with cast dry density of 29 (+ or - 3.0)pcf.CONCRECEL INTERNATIONAL INC — Cast dry density 38 (+ or -) 3.0 pcf.ELASTIZELL CORP OF AMERICA — Type II. Mix #1 of cast dry density 39 (+ or -) 3.0 pcf, Mix #2 of cast dry density 40 (+ or -)3.0 pcf, Mix #3 of cast dry density 47 (+ or -) 3.0 pcf.AERIX INDUSTRIES — Cast dry density 37 (+ or -) 3.0 pcf.LITE-CRETE INC — Cast dry density of 29 + or -3.0 pcf.SIPLAST INC — Mix #1. Cast dry density 32 + or -3.0 pcf.B. Perlite Concrete — 6 cu ft of Perlite Aggregate* to 94 lb of Portland cement and 1-1/2 pints of air entraining agent.See Perlite Aggregate (CFFX) category in Fire Resistance Directory for names of manufacturers.C. Cellular Concrete — Roof Topping Mixture* — Foam Concentrate mixed with water, Portland Cement and UL ClassifiedVermiculite Aggregate per manufacturer's application instructions. Cast dry density of 33 (+ or -) 3.0 pcf and 28-day compressive strength of min250 psi as determined in accordance with ASTM C495-86.AERIX INDUSTRIES — Mix #3.SIPLAST INC — Mix #3.D. Foamed Plastic* — (Not Shown) — Optional — Nom 24 by 48 by max 8 in. thick polystyrene foamed plastic insulation boards having adensity of 1.0 (+ or -) 0.1 pcf. Encapsulated within cellular concrete topping. Each insulation board shall contain six nom 3 in. diam holesoriented in two rows of three holes each with the holes spaced 12 in. OC, transversely and 16 in. OC longitudinally. When foamed plastic isused, a min 1/8 in. thick slurry coat of cellular concrete, as measured to the top of the steel form unit corrugations, shall be employed. Thecellular concrete topping thickness above foamed plastic shall be 2 in. min. The combined thickness of slurry coat plus concrete topping shall notbe less than 2-3/8 in.See Foamed Plastic* (BRYX) category in Building Materials Directory or Foamed Plastic* (CCVW) category in Fire Resistance Directoryfor list of manufacturers. Any polystyrene foamed plastic insulation boards meeting the above specifications and bearing the UL ClassificationMarking.E. Foamed Plastic* — (Optional) — For use with cellular concrete. Max thickness 8 in. and containing both round and slotted holes.SIPLAST INCVERMICULITE PRODUCTS INCF. Foamed Plastic* — Nom 24 by 48 in., 48 by 48 in., 24 by 96 in. or 48 by 96 in. by max 8 in. thick polystyrene foamed plastic insulationboards with holes symmetrically placed having a max density of 2.0 pcf. For use only with cellular concrete roof topping mixture.STARRFOAM MFG INCG. Foamed Plastic* — (Optional — For Use With Cellular Concrete) — Nominal 24 by 48 by max 14 in. thick expanded polystyrene foamedplastic insulation boards having a maximum density of 2.5 +/- 0.1 pcf encapsulated within cellular concrete topping. Each insulation board shallcontain eight min 2 in. diameter holes oriented in two rows of four holes each with the holes spaced 12 in. OC transversely and 12 in. OClongitudinally or six min 3 in. diameter holes oriented in two rows of three holes each with the holes spaced 12 in. OC transversely and 16 in.OC longitudinally. When foamed plastic is used, a min 1/8 in. thick slurry coat of cellular concrete, as measured to the top of the steel formunit corrugations, shall be employed. The cellular concrete topping thickness above foamed plastic shall be 2 in. min. The combined thickness ofslurry coat plus concrete topping shall not be less than 2-3/8 in.See Foamed Plastic* (BRYX) category in Building Materials Directory or Foamed Plastic* (CCVW) category in Fire ResistanceDirectory for list of manufacturers.3. Welded Wire Fabric — 4x8 — 12/14 SWG. As an alternate, wire mesh made from No. 19 SWG galv steel wire twisted to form 2 in.hexagons, with straight No. 16 SWG galv steel wire woven into mesh 3 in. OC. Installed without attachment with longitudinal wires parallelto deck corrugations. Ends lapped 6 in.4. Steel Floor and Form Units* — Noncomposite design, corrugated or fluted units.Corrugated units, min 28 MSG galv steel. Welded to supports 14 in. OC with welding washers. When 9/16, 15/16 or 1 in. units are used, theirloadings shall be limited to produce a 75 percent max bending stresses in the steel, and the Restrained Assembly Rating shall not exceed 1- 1/2H. Supports spaced not over 8 ft 0 in. OC. For corrugated steel form units less than or equal to 1-5/16 in. deep, the concrete (Item 2) thicknessshall be 4-1/16 in. as measured from the surface of the concrete to the valley of the units. For corrugated steel form units greater than 1-5/16 in.deep, the concrete thickness shall be 2-3/4 in. as measured from the surface of the concrete to the top plane of the units.Fluted units min 22 MSG galv steel 1-1/2 or 3 in. deep, 24 to 36 in. wide. Welded to supports at each side and not to exceed 12 in. OC betweensides. Adjacent units button-punched or welded together 36 in. OC along side joints. Supports spaced not over 8 ft 0 in. OC. For 1-1/2 and 3 in.deep fluted steel form units, the concrete (Item 2) thickness shall be 2-3/4 in. as measured from the surface of the concrete to the top plane ofthe units. Joint cover shall be 2 in. wide cloth adhesive tape applied following the contour of the steel form units. For 1-5/16 in. deep corrugatedunits with clear spans not more than 7 ft 6 in. the Unrestrained Assembly Rating is equal to the Restrained Assembly Rating.CANAM STEEL CORP — 36 in. wide Type P-3606 and P-3615 noncomposite; 24 in. wide Type P-2436, P-2404, P-2403, and P-2438noncomposite; 36 in. wide Type, P-3606 and P-3615 composite; 24 in. wide Type P-2432 composite; 30 in. wide P-3012 form deck.CANAM STEEL CORP — Types B, N, UFS, UFX, UFX-36.CENTRIA — Types 3, 21, 2"QL-99, 3" QL-99.DECK WEST INC — 36 in. wide Type B-DW, BA-DW, 2-DW or 3-DW.EPIC METALS CORP — Type Metricform.MARLYN STEEL DECKS INC — Types B, EF, F, HF, N, NV, SF.NEW MILLENNIUM BUILDING SYSTEMS L L C — Types EHD, HD, S, SD Consoliform or N.NEW MILLENNIUM BUILDING SYSTEMS L L C — Types 0.6 FD, 1.0FD, 1.5FD, 1.5FDR, 1.5FDI, 2.0FD, 3.0FD, B, BI,F, N Units may be phos/painted or galvanized.ROOF DECK INC — Types A, B-1, B-2, EHD Multi-Rib or F.VULCRAFT, DIV OF NUCOR CORP — Types 0.6C, 0.6CPR, 1.0C, 1.3C, 1.5C, 2C, 3C, 1.5B, 1.5BI, 1.5PLB, 3N, 3NI,3.0PLN; Types BW, B High Strength, BW High Strength.Alternate Construction — Composite units of the same type listed above may be used provided allowable loading is calculated on the basisof noncomposite design.5. Spray-Applied Fire Resistive Materials* — Applied by spraying with water, in one or more coats to the final thicknesses shown in thefollowing table to beams or joists which are free of dirt, oil or scale. Use of adhesive is optional. Tamping is optional.*Spray-Applied Fire Resistive Materials directly applied to joist contours. As an alternate, metal lath or nonmetallic fabric mesh secured toone side of joist to catch overspray when spraying following joist contours. Metal lath to be fully covered with Spray-Applied FireResistive Materials but with no min thickness requirements.BERLIN CO LTD — Types 300, 300ES, 300N or SB.GREENTECH THERMAL INSULATION PRODUCTS MFG CO L L C — Types 300, 300AC, or 400AC.ISOLATEK INTERNATIONAL — Types 300, 300AC, 300ES, 300HS, 300N, SB, 400AC, 400ES, 3000 or 3000ES.NEWKEM PRODUCTS CORP — Types 300, 300ES, 300N, or SB6A. Spray-Applied Fire Resistive Materials* — As an alternate to Item 6 — Applied by mixing with water and spraying in one ormore coats to the beam or joist surfaces which are free of oil, dirt or loose scale to the thicknesses shown in the table below. Minaverage density of 17.5 pcf with min individual value of 17 pcf for Type 280. Min average density of 17.5 pcf, with min individual valueof 16 pcf for Type 300TW. Min average and min individual density of 25 and 22 pcf, respectively, for Type 400. For method of densitydetermination, see Design Information Section, Sprayed Material.Design No. P902 (cont.)*Protection material directly applied to joist following joist contours. As an alternate, metal lath (Item 7) or glass fiber mesh (Item 7A)secured to one side of joist to catch overspray when spraying following joist contours. Metal lath to be fully covered with protectionmaterial but with no min thickness requirements.ISOLATEK INTERNATIONAL — Types D-C/F, HP or II, Type EBS or Type X adhesive/sealer optional. For Type D-C/F or Type IImin avg density of 13 pcf with min ind value of 11 pcf. For Type HP, min avg and min ind densities of 22 and 19 pcf, respectively. Formethod of density determination, refer to Design Information Section.6. Spray-Applied Fire Resistive Materials* — Applied by mixing with water and spraying in one or more coats to the beam or joistsurfaces which are free of oil, dirt or loose scale to the thicknesses shown in the table below. Min average density of 15 pcf with minindividual value of 14 pcf, respectively, for Types 300, 300AC, 300ES, 300HS, 300N, 3000, 3000ES and SB. For Types 400AC and400ES min average and min individual density of 22 and 19 pcf, respectively. For method of density determination, see DesignInformation Section, Sprayed Material.*Spray-Applied Fire Resistive Materials directly applied to joist contours. As an alternate, metal lath or nonmetallic fabric mesh secured toone side of joist to catch overspray when spraying following joist contours. Metal lath to be fully covered with Spray-Applied FireResistive Materials but with no min thickness requirements. When Type 280 is used for the 1 Hr. Rating, the thickness must beincreased from 15/16 in. to 1-1/16 in.GREENTECH THERMAL INSULATION PRODUCTS MFG CO L L C — Type 400.ISOLATEK INTERNATIONAL — Types 280, 300TW, or 400.NEWKEM PRODUCTS CORP — Type 400.6B Spray-Applied Fire Resistive Materials* — As an alternate to Item 6 and 6A - Spray applied in one or more coats to finalthicknesses shown in the following table. Steel surfaces must be clean and free of dirt, loose scale and oil. Min avg and min ind densityof 15/14 pcf respectively. Min avg and min ind density of 19/18 pcf respectively for Types 7GP and 7HD. For method of densitydetermination refer to Design information Section.GCP APPLIED TECHNOLOGIES INC — Types MK-6/HY, MK-6s, RG, Monokote Acoustic 1.GCP KOREA INC — Types MK-6/CBF, MK-6/ED, MK-6/HY, MK-6s, Monokote Acoustic 1.PYROK INC — Type LD.SOUTHWEST FIREPROOFING PRODUCTS CO — Types 4, 5, 5EF, 5GP, 5MD, 7GP, 7HD, 8EF, 8GP, 8MD, 9EF, 9GP, 9MD.*Thickness applied to both sides of joist and lath. All surfaces of lath on both sides to be protected with the min required thickness of protectionmaterial.7. Metal Lath — (Optional) — Metal lath may be used to facilitate the spray application of protection material on steel bar joists and trusses. Thediamond mesh, 3/8 in. expanded steel lath, 1.7 to 3.4 lb/sq yd is secured to one side of each steel joist with No. 18 SWG galv steel wire at joistweb and bottom chord members, spaced 15 in. O.C. max. When used, the metal lath is to be fully covered with protection material with no minthickness requirements, unless specified.7A. Non-Metallic Fabric Mesh — (Optional, Not Shown) — As an alternate to metal lath, glass fiber fabric mesh, weighing approximately 2.5oz/sq yd, polypropylene fabric mesh, weighing approximately 1.25 oz/sq yd or equivalent, may be used to facilitate the spray application. The meshis secured to one side of each joist web member. The method of attaching the mesh must be sufficient to hold the mesh and the spray-appliedprotection material in place during application until it has cured. An acceptable method to attach the mesh is by embedding the mesh in minimum 1/4in. long beads of hot melted glue. The beads of glue shall be spaced a maximum of 12 in. O.C. along the top chord of the bar joist. Another method tosecure the mesh is by 1-1/4 in. long by 1/2 in. wide hairpin clips formed from No. 18 SWG or heavier steel wire.8. Bridging — (Not Shown) — Welded to top and bottom chord of each joist. Number, size and spacing of bridging angles per steel Joist Institutespecifications. Protection material thickness applied to the bridging bars shall be the same as required on joist, but is not required to exceed 1-3/4 in.9. Foamed Plastic* — (Not Shown) — Optional — Rigid foamed plastic insulation. 2 by 4 ft boards, min thickness 2 in., max thickness 4 in. Maybe bonded to the membrane or installed without adhesion after final asphalt glaze coat has cooled. When applying more than one layer, successivelayers shall be installed over preceding layer without attachment. Covered with crushed stone or concrete pavers at a rate of 10 psf min.OWENS CORNING SCIENCE AND TECHNOLOGY, LLC — Min. thickness 2 in., Max. thickness 4 in.THE DOW CHEMICAL CO* Indicates such products shall bear the UL or cUL Certification Mark for jurisdictions employing the UL or cUL Certification (such asCanada), respectively.ISSUE FOR PRICING / BIDDING:DRAWN BY:AOR:The architectural works depictedherein are the sole property ofHumphreys & Partners UrbanArchitecture, L.P. and may not beconstructed or used without its expresswritten permission. No permission tomodify or reproduce any of thearchitectural works, including withoutlimitation the e construction of anybuilding, is expressed or should beimplied from delivery of preliminarydrawings or unsealed constructiondrawings. Permission to construct thebuilding depicted in sealedconstruction drawings is expresslyconditioned on the full and timelypayment of all fees otherwise dueHumphreys & Partners Architects, L.P.and, in the absence of any writtenagreement to the contrary, is limited toa one-time use One he site indicatedon these plans.HUMPHREYS & PARTNERSURBAN ARCHITECTURE, L.P.5339 ALPHA ROAD * SUITE 300* DALLAS, TX 75240T: (972) 701-9636 F: (972) 701-9639DALLAS * NEWPORT BEACH * NEW ORLEANS *ORLANDO * CHENNAI * MONTEVIDEOCopyright 2017 - Humphreys & Partners Urban Architecture, L.P.All Rights ReservedISSUE FOR PERMIT APPLICATION:ISSUE FOR CONSTRUCTION:DESIGNED BY:PLOT DATEwww.humphreys.comSHEET CONTENTSSHEET NUMBERSCALE--- 1 1/2" = 1'-0"A1.06cRATEDASSEMBLIESNEWMAN DEVELOPMENT GROUPCITY CENTREBH16077PERMIT ISSUE (07/10/2017)DesignerMCITHACA, NY07/10/201707/10/2017REVISION SCHEDULENO: DATE: DESCRIPTION: System No. W-L-1039XHEZ - Through-penetration Firestop SystemsSystem No. W-L-1039March 24, 1999F Rating — 1 HrT Rating — 0 and 1 Hr (See Item 2)Design/System/Construction/Assembly Usage Disclaimer•Authorities Having Jurisdiction should be consulted in all cases as to the particular requirements covering the installation and use of UL Certifiedproducts, equipment, system, devices, and materials.•Authorities Having Jurisdiction should be consulted before construction.•Fire resistance assemblies and products are developed by the design submitter and have been investigated by UL for compliance with applicablerequirements. The published information cannot always address every construction nuance encountered in the field.•When field issues arise, it is recommended the first contact for assistance be the technical service staff provided by the product manufacturer notedfor the design. Users of fire resistance assemblies are advised to consult the general Guide Information for each product category and each groupof assemblies. The Guide Information includes specifics concerning alternate materials and alternate methods of construction.•Only products which bear UL's Mark are considered Certified.1. Wall Assembly — The fire rated gypsum wallboard/stud wall assembly shall be constructed of the materials and in the manner specified inthe individual U300 or U400 Series Wall and Partition Designs in the UL Fire Resistance Directory and shall include the following constructionfeatures:A. Studs — Wall framing may consist of either wood studs or steel channel studs. Wood studs to consist of nom 2 by 4 in. lumber spaced 16in. OC. Steel studs to be min 2-1/2 in. wide and spaced max 24 in. OC.B. Batts and Blankets* — Nom 1-1/2 in. thick mineral wool batts friction fitted to fill interior of stud cavities.C. Gypsum Board* — The gypsum wallboard type, thickness, number of layers and orientation shall be as specified in the individual Walland Partition Design. Max diam of opening is 6 in.2. Through Penetrants — One metallic pipe, conduit or tubing to be installed in either concentrically or eccentrically within the firestopsystem. Pipe, conduit or tubing to be rigidly supported on both sides of wall assembly. The following types and sizes of metallic pipes,conduits or tubing may be used:A. Steel Pipe — Nom 4 in. diam (or smaller) Schedule 10 (or heavier) steel pipe. The annular space shall be min 1/4 to max 1-5/8 in. Whensteel pipe is used T Rating is 0 hr.B. Conduit — Nom 4 in. diam or smaller steel electrical metallic tubing or steel conduit. The annular space shall be min 1/4 to max 1-5/8 in.When conduit is 1/2 in. diam or less, T Rating is 1 hr.C. Copper Tubing — Nom 4 in. diam (or smaller) Type M (or heavier) copper tubing. The annular space shall be min 1/4 to max 1-5/8 in.When copper tubing is used, T Rating is 0 hr.3. Forming Material* — Min 2-1/2 in. thickness of min 3.5 pcf mineral wool batt insulation firmly packed into opening as a permanent form.Forming material to be recessed from both surfaces of wall to accommodate the required thickness of fill material.THERMAFIBER INC — Type SAF4. Fill, Void or Cavity Material* — Min 1/2 in. thickness of fill material applied within the annulus, flush with both surfaces of wall. Dry mixmaterial mixed at a rate of 2.1 parts dry mix to 1 part water by weight in accordance with the accompanying installation instructions.UNITED STATES GYPSUM CO — Type FC4A. Fill, Void or Cavity Material* — Not Shown — Two component fill material used as an alternate to Item 4. Min 1/2 in. thickness of fillmaterial applied within the annulus, flush with both surfaces of wall. Ready-mixed component mixed with accelerator component at a rate of 66parts of ready-mixed component to 1 part of accelerator component by weight in accordance with the accompanying installation instructions.UNITED STATES GYPSUM CO — Type RFC* Indicates such products shall bear the UL or cUL Certification Mark for jurisdictions employing the UL or cUL Certification(such as Canada), respectively.System No. W-L-1064XHEZ - Through-penetration Firestop SystemsSystem No. W-L-1064December 02, 2010F Rating — 2 HrT Rating — 0 HrDesign/System/Construction/Assembly Usage Disclaimer•Authorities Having Jurisdiction should be consulted in all cases as to the particular requirements covering the installation and use ofUL Certified products, equipment, system, devices, and materials.•Authorities Having Jurisdiction should be consulted before construction.•Fire resistance assemblies and products are developed by the design submitter and have been investigated by UL for compliancewith applicable requirements. The published information cannot always address every construction nuance encountered in the field.•When field issues arise, it is recommended the first contact for assistance be the technical service staff provided by the productmanufacturer noted for the design. Users of fire resistance assemblies are advised to consult the general Guide Information for eachproduct category and each group of assemblies. The Guide Information includes specifics concerning alternate materials andalternate methods of construction.•Only products which bear UL's Mark are considered Certified.1. Wall Assembly — The fire rated gypsum wallboard/stud wall assembly shall be constructed of the materials and in the manner specified inthe individual U300 or U400 Series Wall and Partition Designs in the UL Fire Resistance Directory and shall include the following constructionfeatures:A. Studs — Wall framing may consist of either wood studs or steel channel studs. Wood studs to consist of nom 2 by 4 in. lumber spaced 16in. OC. Steel studs to be min 2-1/2 in. wide and spaced max 24 in. OC.B. Gypsum Board* — Two layers of nom 1/2 in. thick gypsum wallboard, as specified in the individual Wall and Partition Design. Max diamof opening is 6 in.2. Pipe or Conduit — One nom 4 in. diam Schedule 10 (or heavier) steel pipe, steel conduit or electrical metallic tube (EMT) to be centeredwithin opening. The annular space shall be min 1/4 in. to max 1-1/4 in. Pipe or conduit to be rigidly supported on both sides of wall assembly.3. Forming Material* — Min 2-1/2 in. thickness of min 4.0 pcf mineral wool forming material firmly packed into annular space and stud cavityin area of wall opening as a permanent form. Forming material to be recessed min 1 in. from both surfaces of wall to accommodate the caulk fillmaterial.THERMAFIBER INC — Type SAF4. Fill, Void or Cavity Material* — Caulk — Min 1 in. thickness of fill material applied within the annulus, flush with both surfaces of wall.UNITED STATES GYPSUM CO — Type AS*Bearing the UL Classification MarkingSystem No. W-L-1087XHEZ - Through-penetration Firestop SystemsSystem No. W-L-1087February 19, 1997F Rating — 1 HrT Ratings — 0 and 1 Hr (See Item 2)Design/System/Construction/Assembly Usage Disclaimer•Authorities Having Jurisdiction should be consulted in all cases as to the particular requirements covering the installation and use of ULCertified products, equipment, system, devices, and materials.•Authorities Having Jurisdiction should be consulted before construction.•Fire resistance assemblies and products are developed by the design submitter and have been investigated by UL for compliance withapplicable requirements. The published information cannot always address every construction nuance encountered in the field.•When field issues arise, it is recommended the first contact for assistance be the technical service staff provided by the productmanufacturer noted for the design. Users of fire resistance assemblies are advised to consult the general Guide Information for eachproduct category and each group of assemblies. The Guide Information includes specifics concerning alternate materials and alternatemethods of construction.•Only products which bear UL's Mark are considered Certified.1. Wall Assembly — The fire rated gypsum wallboard/stud wall assembly shall be constructed of the materials and in the manner specified inthe individual U300 or U400 Series Wall and Partition Designs in the UL Fire Resistance Directory and shall include the followingconstruction features:A. Studs — Wall framing may consist of either wood studs or steel channel studs. Wood studs to consist of nom 2 by 4 in. lumber spaced 16 in.OC. Steel studs to be a min 2-1/2 in. wide and spaced max 24 in. OC.B. Gypsum Board* — The gypsum wallboard type, thickness (min 5/8 in.), number of layers, and orientation shall be as specified in theindividual Wall and Partition Design. Max diam of opening is 7 in.2. Through-Penetrants — One metallic pipe, conduit, or tubing to be installed either concentrically or eccentrically within the firestop system.Pipe, conduit, or tubing to be rigidly supported on both sides of wall assembly. The following types and sizes of metallic pipes, conduits ortubing may be used:A. Steel Pipe — Nom 4 in. diam (or smaller) Schedule 10 (or heavier) steel pipe. The annular space shall be a min 1/4 in. to max 1-1/4 in.When steel pipe is used, T Rating is 0 hr.B. Conduit — Nom 4 in. diam or smaller steel electrical metallic tubing or steel conduit. The annular space shall be a min 1/4 in. to max 1-1/4in. When conduit is 1/2 in. diam or less, T Rating is 1 hr.C. Copper Tubing — Nom 4 in. diam (or smaller) Type M (or heavier) copper tubing. The annular space shall be a min 1/4 in. to max 1-1/4 in.When copper tubing is used, T Rating is 0 hr.3. Fill, Void or Cavity Material* — Min 5/8 in. thickness of fill material applied within the annulus flush with both surfaces of the wall. Additionalfill material installed such that a min 3/8 in. crown is formed around the penetrating item, overlapping min 1 in. onto the wallboard surface. Drymix material mixed at a rate of 2.1 parts dry mix to 1 part water by weight in accordance with the accompanying installation instructions.UNITED STATES GYPSUM CO — Type FC3A. Fill, Void or Cavity Material* — Not Shown — Two component fill material used as an alternate to Item 3. Min 5/8 in. thickness of fillmaterial applied within the annulus flush with both surfaces of the wall. Additional fill material installed such that a min 3/8 in. crown is formedaround the penetrating item, overlapping min 1 in. onto the wallboard surface. Ready-mixed component mixed with accelerator component ata rate of 66 parts of ready-mixed component to 1 part of accelerator component by weight in accordance with the accompanying installationinstructions.UNITED STATES GYPSUM CO — Type RFC* Indicates such products shall bear the UL or cUL Certification Mark for jurisdictions employing the UL or cUL Certification (suchas Canada), respectively.System No. W-L-1027XHEZ - Through-penetration Firestop SystemsSystem No. W-L-1027March 24, 1999F Rating — 2 HrT Rating — 0 HrDesign/System/Construction/Assembly Usage Disclaimer•Authorities Having Jurisdiction should be consulted in all cases as to the particular requirements covering the installation and use of UL Certifiedproducts, equipment, system, devices, and materials.•Authorities Having Jurisdiction should be consulted before construction.•Fire resistance assemblies and products are developed by the design submitter and have been investigated by UL for compliance withapplicable requirements. The published information cannot always address every construction nuance encountered in the field.•When field issues arise, it is recommended the first contact for assistance be the technical service staff provided by the product manufacturernoted for the design. Users of fire resistance assemblies are advised to consult the general Guide Information for each product category andeach group of assemblies. The Guide Information includes specifics concerning alternate materials and alternate methods of construction.•Only products which bear UL's Mark are considered Certified.1. Wall Assembly — The fire rated gypsum wallboard/stud wall assembly shall be constructed of the materials and in the manner specified in theindividual U300 or U400 Series Wall and Partition Designs in the UL Fire Resistance Directory and shall include the following construction features:A. Studs — Wall framing may consist of either wood studs or steel channel studs. Wood studs to consist of nom 2 by 4 in. lumber spaced 16 in.OC. Steel studs to be min 2-1/2 in. wide and spaced max 24 in. OC.B. Gypsum Board* — One or more layers of gypsum wallboard providing a min total thickness of 1 in. per side of wall. The gypsum wallboardtype, thickness, number of layers and orientation shall be as specified in the individual Wall and Partition Design. Max diam of opening is 9-1/4 in.2. Through Penetrants — One metallic pipe, conduit or tubing to be installed within opening. Pipe or conduit to be rigidly supported on both sidesof wall assembly. The following types and sizes of metallic pipes, conduit or tubing may be used:A. Steel Pipe — Nom 4 in. diam (or smaller) Schedule 10 (or heavier) steel pipe. The annular space shall be min 1/4 in. to max 2-1/4 in.B. Conduit — Nom 4 in. diam (or smaller) steel electrical metallic tubing or steel conduit. The annular space shall be min 1/4 in. to max 2-1/4 in.C. Copper Tubing — Nom 6 in. diam (or smaller) Type M (or heavier) copper tubing. The annular space shall be min 1 in. to max 1-5/8 in.D. Steel Pipe — Nom 6 in. diam (or smaller) Schedule 10 (or heavier) steel pipe. The annular space shall be a min 1 in. to max 1-5/8 in.3. Forming Material — Min 2-1/2 in. thickness of min 3.5 pcf mineral fiber insulation firmly packed into opening as a permanent form. Formingmaterial to be recessed from both surfaces of wall as required to accommodate the required thickness of fill material.THERMAFIBER INC — Type SAF4. Fill, Void or Cavity Material* — Sealant — Min 1 in. thickness of fill material applied within the annulus, flush with both surfaces of wall. Drymix material mixed with water at a rate of 2.1 parts dry mix to 1 part water by weight in accordance with the accompanying installation instructions.UNITED STATES GYPSUM CO — Type FC* Indicates such products shall bear the UL or cUL Certification Mark for jurisdictions employing the UL or cUL Certification(such as Canada), respectively.System No. C-AJ-1020XHEZ - Through-penetration Firestop SystemsSystem No. C-AJ-1020December 02, 2010F Rating — 2 and 3 Hr (See Item 3)T Rating — 0, 3/4 and 1 Hr (See Item 3)L Rating at Ambient — Less than 1 CFM/sq ftL Rating at 400 F — Less than 1 CFM/sq ftDesign/System/Construction/Assembly Usage Disclaimer•Authorities Having Jurisdiction should be consulted in all cases as to the particular requirements covering the installation and use of ULCertified products, equipment, system, devices, and materials.•Authorities Having Jurisdiction should be consulted before construction.•Fire resistance assemblies and products are developed by the design submitter and have been investigated by UL for compliancewith applicable requirements. The published information cannot always address every construction nuance encountered in the field.•When field issues arise, it is recommended the first contact for assistance be the technical service staff provided by the productmanufacturer noted for the design. Users of fire resistance assemblies are advised to consult the general Guide Information for eachproduct category and each group of assemblies. The Guide Information includes specifics concerning alternate materials and alternatemethods of construction.•Only products which bear UL's Mark are considered Certified.1. Floor or Wall Assembly — Reinforced lightweight or normal weight (100-150 pcf) concrete having a min thickness as specified in thetable below (Item 3). Wall may also be constructed of any UL Classified Concrete Blocks*. Max diam of opening is 8 in.See Concrete Block (CAZT) category in the Fire Resistance Directory for names of manufacturers.2. Metallic Sleeve — (Optional) — Nom 8 in. diam (or smaller) Schedule 40 (or heavier) steel sleeve cast or grouted into wall or floorassembly, flush with floor or wall surfaces.3. Through Penetrants — One metallic pipe, conduit or tubing to be installed either concentrically or eccentrically within the firestopsystem. Pipe, conduit or tubing to be rigidly supported on both sides of floor or wall assembly. The annular space shall be as specified inthe table below. The following types and sizes of metallic pipes, conduits or tubing may be used:A. Steel Pipe — Nom 6 in. diam (or smaller) Schedule 10 (or heavier) steel pipe.B. Conduit — Nom 4 in. diam (or smaller) steel electrical metallic tubing.C. Conduit — Nom 6 in. diam (or smaller) rigid galv steel conduit.The F and T rating of the system is dependent upon the diam of the pipe or conduit and annular space between the pipe or conduit and theperiphery of the opening as shown in the table below:4. Forming Material* — Min 4.0 pcf mineral wool batt insulation firmly packed into opening as a permanent form at the min thickness specifiedin the above table (Item 3). Forming material to be recessed from top surface of floor or from both surfaces of wall as required to accommodatethe required thickness of fill material.THERMAFIBER INC — Type SAF5. Fill, Void or Cavity Material* — Caulk — Min thickness of fill material as specified in the above table (Item 3) applied within the annulus,flush with top surface of floor or with both surfaces of wall.UNITED STATES GYPSUM CO — Type AS* Indicates such products shall bear the UL or cUL Certification Mark for jurisdictions employing the UL or cUL Certification (suchas Canada), respectively.System No. C-AJ-1081XHEZ - Through-penetration Firestop SystemsSystem No. C-AJ-1081February 04, 1999F Rating — 2 and 3 Hr (See Items 1 and 4)T Rating — 0 HrDesign/System/Construction/Assembly Usage Disclaimer•Authorities Having Jurisdiction should be consulted in all cases as to the particular requirements covering the installation and use ofUL Certified products, equipment, system, devices, and materials.•Authorities Having Jurisdiction should be consulted before construction.•Fire resistance assemblies and products are developed by the design submitter and have been investigated by UL for compliancewith applicable requirements. The published information cannot always address every construction nuance encountered in the field.•When field issues arise, it is recommended the first contact for assistance be the technical service staff provided by the productmanufacturer noted for the design. Users of fire resistance assemblies are advised to consult the general Guide Information foreach product category and each group of assemblies. The Guide Information includes specifics concerning alternate materials andalternate methods of construction.•Only products which bear UL's Mark are considered Certified.1. Floor or Wall Assembly — Min 3-3/4 in. (2-Hr Rating) or min 4-1/2 in. (3-Hr Rating) thick reinforced lightweight or normal weight (100-150 pcf)concrete floor, or min 4-3/4 in. (2-Hr Rating) or min 5 in. (3-Hr Rating) thick reinforced lightweight or normal weight (100-150 pcf) concrete wall. Wallmay also be constructed of any UL Classified Concrete Blocks*. Max diam of opening is 16 in.See Concrete Block (CAZT) category in the Fire Resistance Directory for names of manufacturers.2. Metallic Sleeve — (Optional) — Nom 16 in. diam (or smaller) steel pipe, conduit or steel EMT cast or grouted into floor or wall assembly, flushwith floor or wall surfaces.3. Through Penetrants — One metallic pipe, conduit or tubing to be installed either concentrically or eccentrically within the firestop system. Pipe,conduit or tubing to be rigidly supported on both sides of floor or wall assembly. The following types and sizes of metallic pipes, conduits or tubingmay be used:A. Steel Pipe — Nom 10 in. diam (or smaller) Schedule 10 (or heavier) steel pipe. The annular space shall be min 1/4 in. to max 4 in.B. Steel Pipe — Nom 24 in. diam (or smaller) Schedule 10 (or heavier) steel pipe. The annular space shall be min 1/4 in. to max 1-15/16 in.C. Conduit — Nom 6 in. diam (or smaller) steel conduit or nom 4 in. diam (or smaller) electrical metallic tubing. The annular shall be min 1/4 in. tomax 4 in.D. Copper Tubing — Nom 6 in. diam (or smaller) Type M (or heavier) copper tubing. The annular space shall be min 1/4 in. to max 1-13/16 in.E. Copper Tubing — Nom 4 in. (or smaller) Type M (or heavier) copper tubing. The annular space shall be a min 1/4 in. to max 4 in.F. Copper Pipe — Nom 4 in. (or smaller) Regular (or heavier) copper pipe. The annular space shall be a min 1/4 in. to max 4 in.4. Forming Material* — Min 2-3/4 in. (2-Hr Rating)or min 3 in. (3-Hr Rating) thickness of min 3.5 pcf mineral fiber insulation firmly packed intoopening as a permanent form. Forming material to be recessed from top surface of floor or from both surfaces of wall as required to accommodatethe required thickness of fill material.THERMAFIBER INC — Type SAF5. Fill, Void or Cavity Material* — Sealant — Min 1 in. thickness of fill material applied within the annulus, flush with top surface of floor or with bothsurfaces of wall. Dry mix material mixed with water at a rate of 2.1 parts dry mix to 1 part water by weight in accordance with the accompanyinginstallation instructions.UNITED STATES GYPSUM CO — Type FC5A. Fill, Void or Cavity Material* — Not Shown — Two component fill material used as an alternate to Item 5. Min 1 in. thickness of fill materialapplied within the annulus, flush with top side of floor or both surfaces of wall. Ready-mixed component mixed with accelerator component at a rateof 66 parts of ready-mixed component to 1 part accelerator component by weight in accordance with the accompanying installation instructions.UNITED STATES GYPSUM CO — Type RFC* Indicates such products shall bear the UL or cUL Certification Mark for jurisdictions employing the UL or cUL Certification (such asCanada), respectively.System No. C-AJ-0032XHEZ - Through-penetration Firestop SystemsSystem No. C-AJ-0032November 07, 1995F Rating — 2 & 3 Hr (See Items 1 and 3)T Rating — 0 and 1 Hr (See Item 2)Design/System/Construction/Assembly Usage Disclaimer•Authorities Having Jurisdiction should be consulted in all cases as to the particular requirements covering the installation and use of UL Certifiedproducts, equipment, system, devices, and materials.•Authorities Having Jurisdiction should be consulted before construction.•Fire resistance assemblies and products are developed by the design submitter and have been investigated by UL for compliance with applicablerequirements. The published information cannot always address every construction nuance encountered in the field.•When field issues arise, it is recommended the first contact for assistance be the technical service staff provided by the product manufacturernoted for the design. Users of fire resistance assemblies are advised to consult the general Guide Information for each product category andeach group of assemblies. The Guide Information includes specifics concerning alternate materials and alternate methods of construction.•Only products which bear UL's Mark are considered Certified.1. Floor or Wall Assembly — Min 3-3/4 in. (2-Hr Rating) or min 4-1/2 in. (3-Hr Rating) thick reinforced lightweight or normal weight (100-150pcf) concrete floor, or min 4-3/4 in. (2-Hr Rating)or min 5 in. (3-Hr Rating) thick reinforced lightweight or normal weight (100-150 pcf) concretewall. Wall may also be constructed of any UL Classified Concrete Blocks*. Max diam of opening is 8 in.See Concrete Block (CAZT) category in the Fire Resistance Directory for names of manufacturers.2. Steel Sleeve — (Optional) — Nom 8 in. diam (or smaller) Schedule 40 (or heavier) steel pipe, conduit or steel EMT, cast or grouted intofloor or wall assembly, flush with floor or wall surfaces. When steel sleeve is used, T Rating is 0 hr. When steel sleeve is omitted, T Rating is 1 Hrfor the 3 Hr assembly. Otherwise, the T Rating is 0 Hr.3. Forming Material* — Min 2-3/4 in. (2-Hr Rating) or min 3 in. (3-Hr Rating) thickness of min 3.5 pcf mineral fiber insulation firmly packed intoopening as a permanent form. Forming material to be recessed from top surface of floor or from both surfaces of wall as required toaccommodate the required thickness of fill material.USG INTERIORS LLC — Type SAF4. Fill, Void or Cavity Material* — Sealant — Min 1 in. thickness of fill material applied within the annulus, flush with top surface of floor or withboth surfaces of wall. Dry mix material mixed with water at a rate of 2.1 parts dry mix to 1 part water by weight in accordance with theaccompanying installation instructions.UNITED STATES GYPSUM CO — Type FC4A. Fill, Void or Cavity Material* — - Not Shown - Two component fill material used as an alternate to Item 4. Min 1 in. thickness of fill materialapplied within the annulus, flush with top side of floor or both surfaces of wall. Ready-mixed component mixed with accelerator component at arate of 66 parts of ready-mixed component to 1 part accelerator component by weight in accordance with the accompanying installationinstructions.UNITED STATES GYPSUM CO — Type RFC* Indicates such products shall bear the UL or cUL Certification Mark for jurisdictions employing the UL or cUL Certification (suchas Canada), respectively.ISSUE FOR PRICING / BIDDING:DRAWN BY:AOR:The architectural works depictedherein are the sole property ofHumphreys & Partners UrbanArchitecture, L.P. and may not beconstructed or used without its expresswritten permission. No permission tomodify or reproduce any of thearchitectural works, including withoutlimitation the e construction of anybuilding, is expressed or should beimplied from delivery of preliminarydrawings or unsealed constructiondrawings. Permission to construct thebuilding depicted in sealedconstruction drawings is expresslyconditioned on the full and timelypayment of all fees otherwise dueHumphreys & Partners Architects, L.P.and, in the absence of any writtenagreement to the contrary, is limited toa one-time use One he site indicatedon these plans.HUMPHREYS & PARTNERSURBAN ARCHITECTURE, L.P.5339 ALPHA ROAD * SUITE 300* DALLAS, TX 75240T: (972) 701-9636 F: (972) 701-9639DALLAS * NEWPORT BEACH * NEW ORLEANS *ORLANDO * CHENNAI * MONTEVIDEOCopyright 2017 - Humphreys & Partners Urban Architecture, L.P.All Rights ReservedISSUE FOR PERMIT APPLICATION:ISSUE FOR CONSTRUCTION:DESIGNED BY:PLOT DATEwww.humphreys.comSHEET CONTENTSSHEET NUMBERSCALE---1" = 0'-1"A1.06dRATEDPENETRATIONASSEMBLIESNEWMAN DEVELOPMENT GROUPCITY CENTREBH16077PERMIT ISSUE (07/10/2017)RBMCITHACA, NY07/10/201707/10/2017REVISION SCHEDULENO: DATE: DESCRIPTION: System No. HW-S-0001System No. HW-S-0001December 01, 1999Assembly Ratings — 1 & 2 Hr (See Item 3B)1. Floor Assembly — The fire-rated fluted steel deck/concrete floor assembly shall be constructed of the materials and in the mannerdescribed in the individual Floor-Ceiling Design in the UL Fire Resistance Directory and shall include the following construction features:A. Steel Floor and Form Units* — Max 3 in. deep galv steel fluted floor units.B. Concrete — Min 2-1/2 in. thick reinforced concrete, as measured from the top plane of the floor units.1A. Roof Assembly — As an alternate to Item 1, Floor Assembly, the fire-rated roof assembly shall be constructed of the materials and inthe manner described in the individual P700, P800 or P900 series Roof-Ceiling Designs in the UL Fire Resistance Directory and shallcontain max 1-1/2 in. deep galv steel fluted roof units. The hourly fire rating of the roof assembly shall be equal to or greater than the hourlyfire rating of the wall assembly. In the case of spray-applied protection materials on the steel roof units, the joint system shall be installedprior to the spray-applied protection material.2. Wall Assembly — The 1 or 2 hr fire-rated gypsum wallboard/steel stud wall assembly shall be constructed of the materials and in themanner described in the individual U400-Series Wall and Partition Designs in the UL Fire Resistance Directory and shall include thefollowing construction features:A. Steel Floor And Ceiling Runners — Floor and ceiling runners of wall assembly shall consist of min 25 ga galv steel channels sizedto accommodate steel studs (Item 2B). Ceiling runner to be provided with 1-1/2 in. flanges. Ceiling runner secured to valleys of steel floorunits (Item 1A) with steel fasteners or by welds spaced max 12 in. OC.B. Studs — Steel studs to be min 2-1/2 in. wide. Stud spacing not to exceed 24 in. OC.C. Gypsum Board* — Wallboard sheets installed to a min total thickness of 1/2 or 1 in. on each side of wall for 1 or 2 ratings,respectively. Wall to be constructed as specified in the individual Wall and Partition Design in the UL Fire Resistance Directory. Wallboardto be butted tight to the bottom of the steel floor units.3. Joint System — The joint system consists of a forming material and a fill material in the flutes of the steel floor units, as follows:A. Forming Materials* — Min 2-1/2 in. thickness of min 4 pcf density mineral wool batt insulation firmly packed into flutes of steel floorunits above ceiling runner as a permanent form. Forming material to be recessed from edges of ceiling runner on each side of wall asrequired to accommodate the required thickness of fill material.THERMAFIBER INC — Type SAFB. Fill, Void or Cavity Material* — Dry mix material mixed with water at a rate of 2.1 parts dry mix to 1 part water, by weight, inaccordance with accompanying installation instructions. A min 1/2 in. thickness of fill material installed on each side of the wall in the flutesof the steel floor units, flush with each surface of the wallboard for the 1 hr Assembly Rating. A min 1 in. thickness of fill material is requiredon each side of the wall for the 2 hr Assembly Rating.UNITED STATES GYPSUM CO — Type FCB1. Fill, Void or Cavity Material* — Not Shown — Two component fill material used as an alternate to Item 3B. Ready-mixedcomponent mixed with accelerator component at a rate of 66 parts of ready-mixed component to 1 part of accelerator component by weightin accordance with the accompanying installation instructions. Applied as described in Item 3B to a min thickness of 1/2 in. for the 1 hrAssembly Rating, and to a min thickness of 1 in. for the 2 hr Assembly Rating.UNITED STATES GYPSUM CO — Type RFC* Indicates such products shall bear the UL or cUL Certification Mark for jurisdictions employing the UL or cUL Certification(such as Canada), respectively.System No. HW-S-0010July 13, 2002Assembly Rating — 2 HrJoint Width — 1/2 In. MaxSystem No. HW-S-00101. Floor or Roof Assemblies — Min 4-1/2 in. thick lightweight or normal weight (90 to 155 pcf) concrete slab.2. Wall Assembly — Nonbearing 2 hr fire rated gypsum wallboard/steel stud assemblies constructed of the materials and in the mannerdescribed in the individual U400 Series Wall and Partition Design in the UL Fire Resistance Directory, including the following constructionfeatures:A. Relief Runners — Two channel-shaped members, located along ceiling. Outer member 1-1/4 in. deep and 1/8 in. wider than inner member.Outer member 20 MSG galv steel, attached to ceiling with fasteners 24 in. OC. Inner member 1-1/4 in. deep, 25 MSG galv steel, inserted inouter member. Width of inner member to match width of stud.B. Studs — Studs attached to inner relief ceiling member by welds or with 1/2 in. long Type S-12 pan head, self-drilling, self-tapping steelscrews, on both sides of studs. Studs cut 3/4 in. shorter than assembly height.C. Gypsum Board* — Type, thickness, number of layers and orientation as specified in the individual Wall and Partition Design. When single3/4 in. thick layer is used (Design No. U491), wallboard attached to inner ceiling runner (Item 2A) with 1-1/4 in. long Type S screws spaced 8 in.OC. When two layers are used, inner layer attached to inner ceiling runner with 1 in. long Type S screws spaced 16 in. OC and outer layerattached to inner ceiling runner with 1-5/8 in. long Type S screws spaced 12 in. OC. Screws placed 1/4 in. from the lower edge of the innerceiling runner.3. Joint System — The joint system consists of a forming material and a caulk as follows:A. Forming Material* — Nom 1 in. thick, 4 pcf mineral wool insulation, cut to a nom width to match the inside width of the outer relief ceilingmember (Item 2A).THERMAFIBER INC — Type SAFB. Fill, Void or Cavity Material* — Caulk — Min 1/2 in. thickness of caulk, installed on each side of the wall between the top edge of thewallboard and the bottom of the concrete floor.UNITED STATES GYPSUM CO — Type AS* Indicates such products shall bear the UL or cUL Certification Mark for jurisdictions employing the UL or cUL Certification (suchas Canada), respectively.System No. HW-S-0032System No. HW-S-0032December 06, 1999Assembly Ratings — 1 and 2 Hr (See Items 2 and 3)1. Floor or Roof Assemblies — Min 3 in. thick lightweight (90 to 120 pcf) or 3-1/2 in. thick normal weight (145-155 pcf) concrete slab.2. Wall Assembly — The 1 or 2 hr bearing or non-bearing fire-rated gypsum wallboard/steel stud wall assembly shall be constructed of thematerials and in the manner described in the individual U400-Series Wall and Partition Designs in the UL Fire Resistance Directory and shallinclude the following construction features:A. Steel Floor and Ceiling Runners — Floor and ceiling runners of wall assembly shall consist of min 25 ga galv steel channels, sized toaccomodate steel studs (Item 2B). Runners to be provided with min 1 in. flanges. Runners secured to concrete with steel fasteners spaced max24 in. OC.B. Studs — Steel studs to be min 2-1/2 in. (non-bearing walls) or 3-1/2 in. (bearing walls) wide. Stud spacing not to exceed 24 in. OC.C. Gypsum Board* — Type, thickness and orientation as specified in the individual Wall and Partition Design. Secured as specified in theindividual Wall and Partition Design, except that a max 1/2 in. gap shall be maintained between the top edge of the wallboard and the bottomof the concrete slab.D. Batts and Blankets — (Not shown) - When required, as specified in the individual Wall and Partition Design.3. Fill, Void or Cavity Material* — Applied at a min thickness equal to the thickness of the gypsum wallboard face for both the 1 and 2 hrRatings. Fill material installed on each side of the ceiling runner between the top edge of the wallboard and the bottom of the concrete slab.UNITED STATES GYPSUM CO — Type AS* Indicates such products shall bear the UL or cUL Certification Mark for jurisdictions employing the UL or cUL Certification (suchas Canada), respectively.System No. HW-D-0627XHBN - Joint SystemsSystem No. HW-D-0627August 31, 2010Assembly Ratings — 1 and 2 Hr (See Items 3 and 5)Nominal Joint Width — 5/8 in.L Rating At Ambient — Less Than 1 CFM/Lin FtL Rating At 400°F — Less Than 1 CFM/Lin FtClass II Movement Capabilities — 25 Percent Compression or ExtensionDesign/System/Construction/Assembly Usage Disclaimer•Authorities Having Jurisdiction should be consulted in all cases as to the particular requirements covering the installation and use of ULCertified products, equipment, system, devices, and materials.•Authorities Having Jurisdiction should be consulted before construction.•Fire resistance assemblies and products are developed by the design submitter and have been investigated by UL for compliance withapplicable requirements. The published information cannot always address every construction nuance encountered in the field.•When field issues arise, it is recommended the first contact for assistance be the technical service staff provided by the productmanufacturer noted for the design. Users of fire resistance assemblies are advised to consult the general Guide Information for eachproduct category and each group of assemblies. The Guide Information includes specifics concerning alternate materials and alternatemethods of construction.•Only products which bear UL's Mark are considered Certified.1. Floor Assembly — Min 4-1/2 in. (114 mm) thick reinforced lightweight or normal weight (100-150 pcf or 1600-2400 kg/m3) structuralconcrete.2. Steel Beam — W8x24 min size, as specified in the individual N700 Series Floor-Ceiling Design. Steel beam centered over and parallel withwall assembly.3. Wall Assembly — The 1 hr or 2 hr fire rated gypsum board/stud wall assembly shall be constructed of the materials and in the mannerdescribed in the individual U400 or V400 Series Wall and Partition Design in the UL Fire Resistance Directory. The wall shall include the followingconstruction features:A. Steel Floor And Ceiling Runners — Floor and ceiling runners of wall assembly shall consist of galv steel channels sized toaccommodate steel studs. Ceiling runner to be provided with min 2 in. (51 mm) flanges. Ceiling runner centered beneath and secured to bottomflange of steel beam (Item 2) with steel fasteners or welds spaced max 24 in. (610 mm) OC.B. Studs — Steel studs to be 3-1/2 in. (89 mm) or 3-5/8 in. (92 mm) wide. Studs cut 1/2 in. (13 mm) to 3/4 in. (19 mm) less in length thanassembly height with the bottom nesting in and resting on floor runner and with the top nesting in ceiling runner without attachment. Studspacing not to exceed 24 in. (610 mm) OC.C. Gypsum Board* — Nom 1/2 in. (13 mm) , 5/8 in. (16 mm) or 3/4 in. (19 mm) thick by 48 in. (1.4 m) wide. Gypsum board sheets installedto a min total thickness of 5/8 in. (16 mm) and 3/4 in. (19 mm) on each side of wall for 1 hr and 2 hr fire rated assemblies, respectively. Wallto be constructed as specified in the individual Wall and Partition Design in the UL Fire Resistance Directory, except that the gypsum board iscut to maintain a max 5/8 in. (16 mm) gap between the top of the gypsum board and the spray-applied fire resistive material (Item 4) on thebottom flange of the steel beam. The screws attaching the gypsum board layers to the studs shall be located 1 in. (25 mm) below the bottomof the ceiling runner (Item 5A). No gypsum board attachment screws are to penetrate the ceiling runner.D. Batts and Blankets* — (Not Shown) — Mineral wool batts friction fitted between studs and runners to completely fill stud cavities whenspecified in the individual Wall and Partition Design in the UL Fire Resistance Directory.The hourly fire rating of the joint system is equal to the hourly fire rating of the shaft wall.4. Spray-Applied Fire Resistive Material* — After installation of the steel ceiling runner (Item 3A), steel beam to be sprayed with the minthickness of material specified in the individual N700 Series Design. Additional material shall be applied to the web and bottom flangeof the steel beam on each side of the wall. For a 1 hr Assembly Rating, the thickness of material applied to each side of thesteel beam web shall be 13/16 in. (21 mm). For a 2 hr Assembly Rating, the min thickness of material applied to each side of thesteel beam web shall be 1-3/8 in. (35 mm). The min thickness of material applied to the bottom flange of the steel beam webshall be 1 in. (25 mm).GCP APPLIED TECHNOLOGIES INC — Type MK-6/HY4A. Spray-Applied Fire Resistive Material* — After installation of the steel ceiling runner (Item 3A), steel beam to be sprayed with the minthickness of material specified in the individual N700 Series Design. Additional material shall be applied to the web of the steel beamon each side of the wall. For a 1 hr Assembly Rating, the thickness of material applied to each side of the steel beam web shallbe 11/16 in. (18 mm). For a 2 hr Assembly Rating, the thickness of material applied to each side of the steel beam web shall be1-1/2 in. (38 mm). The min thickness of material applied to the bottom flange of the steel beam web shall be 1 in. (25 mm).ISOLATEK INTERNATIONAL — Type 300 or Type II5. Joint System — Max separation between top of gypsum board (Item 3C) and spray-applied fire resistive material on bottom flange of steelbeam at time of installation of joint system is 5/8 in. (16 mm). The joint system is designed to accommodate a maximum 25 percentcompression or extension from its installed width. The joint system consists of sealant and optional bond breaker tape, as follows:A. Bond Breaker Tape — (Optional, Not Shown) — Polyethylene tape supplied in rolls. Tape applied to flanges of ceiling runner (Item 3A) toprevent bonding of the sealant at points other than the top and bottom of the linear gap.B. Fill, Void or Cavity Material* - Sealant — Sealant installed to completely fill linear gap between top of gypsum board (Item 3C) andspray-applied fire resistive material on bottom flange of steel beam. Material to lap min 1/2 in. (13 mm) onto surface of gypsum board on eachside of wall.UNITED STATES GYPSUM CO — Type AS* Indicates such products shall bear the UL or cUL Certification Mark for jurisdictions employing the UL or cUL Certification(such as Canada), respectively.System No. HW-D-0001System No. HW-D-0001XHBN.HW-D-0001Joint SystemsDesign/System/Construction/Assembly Usage Disclaimer•Authorities Having Jurisdiction should be consulted in all cases as to the particular requirements covering the installation and use of UL Certifiedproducts, equipment, system, devices, and materials.•Authorities Having Jurisdiction should be consulted before construction.•Fire resistance assemblies and products are developed by the design submitter and have been investigated by UL for compliance withapplicable requirements. The published information cannot always address every construction nuance encountered in the field.•When field issues arise, it is recommended the first contact for assistance be the technical service staff provided by the product manufacturer notedfor the design. Users of fire resistance assemblies are advised to consult the general Guide Information for each product category and eachgroup of assemblies. The Guide Information includes specifics concerning alternate materials and alternate methods of construction.•Only products which bear UL's Mark are considered Certified.1. Floor Assembly — The fire-rated fluted steel deck/concrete floor assembly shall be constructed of the materials and in the manner describedin the individual Floor-Ceiling Design in the UL Fire Resistance Directory and shall include the following construction features:A. Steel Floor and Form Units* — Max 3 in. (76 mm) deep galv steel fluted floor units.B. Concrete — Min 2 1/2 in. (64 mm) thick reinforced concrete, as measured from the top plane of the floor units.1A. Roof Assembly — As an alternate to Item 1 Floor Assembly, the fire-rated roof assembly shall be constructed of the materials and in themanner described in the individual P700, P800 or P900 series Roof-Ceiling Designs in the UL Fire Resistance Directory and shall contain max 1-1/2 in. (38 mm) deep fluted galv steel deck. The hourly fire rating of the roof assembly shall be equal to or greater than the hourly fire rating of thewall assembly. In the case of spray-applied protection materials on the steel deck, the joint system shall be installed prior to the spray-appliedprotection material.1B. Floor Assembly — As an alternate to Item 1 Floor Assembly, min 4-1/2 in. (114 mm) thick reinforced lightweight or normal weight (100-150pcf or 1600-2400 kg/m3) structural concrete.2. Wall Assembly — The 1 hr fire-rated nonbearing gypsum board/steel stud wall assembly shall be constructed of the materials and in themanner described in the individual U400, V400 or W400 Series Wall and Partition Designs in the UL Fire Resistance Directory and shall includethe following construction features:A. Steel Floor And Ceiling Runners — Floor and ceiling runners of wall assembly shall consist of min 25 ga galv steel channels for nom 5/8in. (16 mm) joints. Ceiling runner to be min 20 ga steel channels for joints greater than 5/8 in. Ceiling runner to be sized to accommodate steelstuds (Item 2B) and properly sized according to structural requirements. (See table under Item 3A for minimum flange lengths). Ceiling runnerinstalled perpendicular to direction of fluted steel deck and secured to valleys with steel masonry anchors or by welds spaced max 12 in. (305mm) OC. Ceiling runner secured to concrete floor slab (Item 1B) with steel masonry anchors spaced max 24 in. (610 mm) OC.A1. Light Gauge Framing* - Notched Ceiling Runner — As an alternate to the ceiling runners in Items 2A and 2A1, notched ceiling runners toconsist of C-shaped galv steel channel with notched return flanges sized to accommodate steel studs (Item 2B). Notched ceiling runner installedperpendicular to direction of fluted steel deck and secured with steel masonry anchors spaced max 12 in. (305 mm) OC. Notched ceiling runnersecured to concrete floor slab (Item 1B) with steel masonry anchors spaced max 24 in. (610 mm) OC. Notched ceiling runner suitable for 5/8 in.(16 mm) or 1 in. (25 mm) wide joints only.OLMAR SUPPLY INC — Type SCRB. Studs — Steel studs to be min 2 1/2 in. (64 mm) wide. Studs cut 5/8 to 1 in. (16 to 25 mm) less in length than assembly height for nom 5/8 in.(16 mm) joints, 1 to 1-1/4 in. (25 to 32 mm) for nom 1 in. (25 mm) joints, 2 to 2-1/4 in. (51 to 57 mm) for nom 2 in. (51 mm) joints and 3 to 3-1/4in. (76 to 83 mm) for nom 3 in. (76 mm) joints. Studs to have bottom nesting in and resting on floor runner and with top nesting in ceiling runnerwithout attachment. Stud spacing not to exceed 24 in. (610 mm) OC.C. Gypsum Board* — Gypsum board sheets installed to a min total thickness of 1/2 in. (13 mm) on each side of wall. Wall to be constructed asspecified in the individual Wall and Partition Design in the UL Fire Resistance Directory except that a nom 5/8 in. (16 mm), 1 in. (25 mm), 2 in. (51mm) or 3 in. (76 mm) gap shall be maintained between the top of the gypsum board and the bottom of the steel deck. The screws attachinggypsum board to studs (Item 2B) at the top of the wall shall be located 1 in. (25 mm), 1-1/4 in. (32 mm), 2-1/4 in. (57 mm) or 3-1/4 (83 mm)below the bottom of the ceiling runner (Item 2A) for nom 5/8 in. (16 mm), 1 in. (25 mm), 2 in. (51 mm) and 3 in. (76 mm) joints, respectively.3. Joint System — The joint system is designed to accommodate a max 80 percent compression or extension from its installedwidth. The joint system consists of a forming material and fill material in the flutes of the steel deck and a "slip track" detail consisting of restrainingangles in combination with gypsum board on the vertical flanges. When the floor assembly consists of a flat concrete slab (Item 1B), the formingmaterial (Item 3B) and fill material (3C) are not used. The components of the system are as follows:A. Restraining Angles — Angles formed from min 25 ga galv. Piece of gypsum board cut from the same gypsum board used for the wall (Item2C). See table below for min angle and gypsum board strip length. Gypsum board liner secured to steel angle with min 1 in. (25 mm) long self-drilling, self-tapping Type S bugle head steel screws spaced max 8 in. (203 mm) OC. along longitudinal centerline of steel angle. Screws installedthrough face of gypsum board such that excess screw length protrudes through leg of steel angle. Restraining angles installed along top of wall oneach side of wall assembly with gypsum board liner against wall surface and with horizontal leg of steel angle against valleys of steel deck orbottom of floor slab. Restraining angles secured to valleys of steel deck or to concrete floor slab with steel masonry anchors spaced max 12 in.(305 mm) OC.B. Forming Material* — Min 4 pcf (64 kg/m3) density mineral wool batt insulation firmly packed into flutes of steel deck across top of wall as apermanent form. Forming material to be recessed from edges of restraining angles on each side of wall to accommodate the required thickness of fillmaterial.THERMAFIBER INC — Type SAFB1. Forming Material* — (Optional, Not Shown) - Preformed mineral wool plugs, formed to the shape of the fluted floor units, friction fit to completelyfill the flutes above the ceiling channel. The plugs shall project beyond each side of the ceiling runner and shall be recessed from both wall surfacesto accommodate the required thickness of fill material (Item 3C). Additional forming material, described in Item 3B, to be used in conjunction with theplugs to fill the gap between the top of gypsum board and bottom of steel deck.THERMAFIBER INC — TopStop mineral wool deck plugs Type SAF battsC. Fill, Void or Cavity Material* — Min 1/2 in. (13 mm) thickness of fill material applied within the recess of each steel deck flute, flush with theoutside edge of the restraining angle on each side of the wall. Dry mix material mixed with water at a rate of 2.1 parts dry mix to 1 part water, byweight, in accordance with accompanying instructions.UNITED STATES GYPSUM CO — Type FCC1. Fill, Void or Cavity Material* — As an alternate to Item 3C, min 1/2 in. (13 mm) thickness of two component fill material applied within therecess of each steel deck flute, flush with the outside edge of the restraining angle on each side of the wall. Ready-mixed component mixed withaccelerator component at a rate of 66 parts of ready-mixed component to 1 part of accelerator component by weight in accordance with theaccompanying installation instructions.UNITED STATES GYPSUM CO — Type RFCC2. Fill, Void or Cavity Material* — As an alternate to Item 3C, min 1/8 in. (3 mm) wet thickness of fill material sprayed or brushed on each side ofthe wall to completely cover mineral wool forming material (Item 3B) and to overlap a min of 1/2 in. (13 mm) onto restraining angle and steel deck.UNITED STATES GYPSUM CO — Type SAC3. Fill, Void or Cavity Material* — As an alternate to Item 3C, min 1/4 in. (6 mm) wet thickness of fill material sprayed on each side of the wall tocompletely cover the mineral wool forming material and to lap min 1/2 in. (13 mm) onto restraining angle and steel deck.UNITED STATES GYPSUM CO — Type AS* Indicates such products shall bear the UL or cUL Certification Mark for jurisdictions employing the UL or cUL Certification (suchas Canada), respectively.System No. HW-D-0628XHBN - Joint SystemsSystem No. HW-D-0628August 31, 2010Assembly Ratings — 1 and 2 Hr (See Items 4 and 5)Nominal Joint Width — 5/8 in.L Rating At Ambient — Less Than 1 CFM/Lin FtL Rating At 400°F — Less Than 1 CFM/Lin FtClass II Movement Capabilities — 25 Percent Compression or ExtensionDesign/System/Construction/Assembly Usage Disclaimer•Authorities Having Jurisdiction should be consulted in all cases as to the particular requirements covering the installation and use of UL Certifiedproducts, equipment, system, devices, and materials.•Authorities Having Jurisdiction should be consulted before construction.•Fire resistance assemblies and products are developed by the design submitter and have been investigated by UL for compliance with applicablerequirements. The published information cannot always address every construction nuance encountered in the field.•When field issues arise, it is recommended the first contact for assistance be the technical service staff provided by the product manufacturer noted forthe design. Users of fire resistance assemblies are advised to consult the general Guide Information for each product category and each group ofassemblies. The Guide Information includes specifics concerning alternate materials and alternate methods of construction.•Only products which bear UL's Mark are considered Certified.1. Floor Assembly — Min 4-1/2 in. (114 mm) thick reinforced lightweight or normal weight (100-150 pcf or 1600-2400 kg/m3) structuralconcrete.2. Steel Beam — W8x24 min size, as specified in the individual N700 Series Floor-Ceiling Design. Steel beam centered over and parallelwith wall assembly.3. Steel Plate — Min 14 ga (0.067 in. or 1.7 mm thick) steel plate lapping min 1-1/2 in. (38 mm) onto bottom of steel beam flange andwelded to bottom and tip of steel beam flange max 16 in. (406 mm) OC. Continuous plate to extend beyond one side of beam forattachment of steel ceiling runner (Item 5A). Edge of steel plate to extend min 1 1/4 in. (32 mm) beyond outermost flange of steel ceilingrunner. Inner flange of steel ceiling runner to be parallel with and located min 2 in. (51 mm) to max 8 in. (203 mm) from edge of steel beamflange.4. Spray-Applied Fire Resistive Material* — After installation of the steel plate (Item 3) and steel ceiling runner (Item 5A), steel beam andthe top and bottom surfaces of steel plate to be sprayed with the min thickness of material specified in the individual N700 Series Design.Additional material shall be applied to the web of the steel beam on each side of the wall. For a 1 hr Assembly Rating, thethickness of material applied to each side of the steel beam web shall be 13/16 in. (21 mm). For a 2 hr Assembly Rating, thethickness of material applied to each side of the steel beam web shall be 1-3/8 in. (35 mm).GCP APPLIED TECHNOLOGIES INC — Type MK-6/HY4A. Spray-Applied Fire Resistive Material* — After installation of the steel plate (Item 3) and steel ceiling runner (Item 5A), steel beamand the top and bottom surfaces of steel plate to be sprayed with the min thickness of material specified in the individual N700 SeriesDesign. Additional material shall be applied to the web of the steel beam on each side of the wall. For a 1 hr Assembly Rating,the thickness of material applied to each side of the steel beam web shall be 11/16 in. (18 mm). For a 2 hr Assembly Rating,the thickness of material applied to each side of the steel beam web shall be 1-1/2 in. (38 mm).ISOLATEK INTERNATIONAL — Type 300 or Type II5. Wall Assembly — The 1 hr or 2 hr fire rated gypsum board/stud wall assembly shall be constructed of the materials and in the mannerdescribed in the individual U400 or V400 Series Wall and Partition Design in the UL Fire Resistance Directory. The wall shall include thefollowing construction features:A. Steel Floor And Ceiling Runners — Floor and ceiling runner of wall assembly shall consist of galv steel channels sized toaccommodate steel studs. Ceiling runner to be provided with min 2 in. (51 mm) flanges. Ceiling runner attached to steel plate (Item 3) withsteel fasteners or welds spaced max 24 in. (610 mm) OC. Outer flange of steel ceiling runner to be parallel with and recessed min 1-1/4 in.(32 mm) from outer edge of steel plate (Item 3). Inner flange of steel ceiling runner to be parallel with and located min 2 in. (51 mm) to max 8in. (203 mm) from edge of steel beam flange.B. Studs — Steel studs to be min 3-1/2 in. (89 mm) wide. Studs cut 1/2 in. (13 mm) to 3/4 in. (19 mm) less in length than assembly heightwith the bottom nesting in and resting on floor runner and with the top nesting in ceiling runner without attachment. Stud spacing not toexceed 24 in. (610 mm) OC.C. Gypsum Board* — Nom 1/2 in. (13 mm) , 5/8 in. (16 mm) or 3/4 in. (19 mm) thick by 48 in. (1.4 m) wide. Gypsum board sheetsinstalled to a min total thickness of 5/8 in. (16 mm) and 3/4 in. (19 mm) on each side of wall for 1 hr and 2 hr fire rated assemblies,respectively. Wall to be constructed as specified in the individual Wall and Partition Design in the UL Fire Resistance Directory, except thatthe gypsum board is cut to maintain a max 5/8 in. (16 mm) gap between the top of the gypsum board and the bottom of the spray-appliedfire resistive material on the underside of the cantilevered steel plate. The screws attaching the gypsum board layers to the studs shall belocated 1 in. (25 mm) below the bottom of the ceiling runner (Item 5A). No gypsum board attachment screws are to penetrate the ceilingrunner.D. Batts and Blankets* — (Not Shown) — Mineral wool batts friction fitted between studs and runners to completely fill stud cavities whenspecified in the individual Wall and Partition Design in the UL Fire Resistance Directory.The hourly fire rating of the joint system is equal to the hourly fire rating of the shaft wall.6. Joint System — Max separation between bottom of protected steel plate and top of gypsum board (Item 5C) at time of installation of jointsystem is 5/8 in. (16 mm). The joint system is designed to accommodate a maximum 25 percent compression or extension from itsinstalled width on the finished side of the ceiling. The joint system consists of sealant and optional bond breaker tape, as follows:A. Bond Breaker Tape — (Optional, Not Shown) — Polyethylene tape supplied in rolls. Tape applied to flanges of ceiling runner (Item 5A)to prevent bonding of the sealant at points other than the top and bottom of the linear gap.B. Fill, Void or Cavity Material* - Sealant — Sealant installed to completely fill linear gap between top of gypsum board (Item 3C) andbottom of protected steel plate. Material to lap min 1/2 in. (13 mm) onto surface of gypsum board on each side of wall.UNITED STATES GYPSUM CO — Type AS* Indicates such products shall bear the UL or cUL Certification Mark for jurisdictions employing the UL or cUL Certification(such as Canada), respectively.System No. HW-D-0002System No. HW-D-0002XHBN.HW-D-0002Joint SystemsDesign/System/Construction/Assembly Usage Disclaimer•Authorities Having Jurisdiction should be consulted in all cases as to the particular requirements covering the installation and use of UL Certifiedproducts, equipment, system, devices, and materials.•Authorities Having Jurisdiction should be consulted before construction.•Fire resistance assemblies and products are developed by the design submitter and have been investigated by UL for compliance withapplicable requirements. The published information cannot always address every construction nuance encountered in the field.•When field issues arise, it is recommended the first contact for assistance be the technical service staff provided by the product manufacturernoted for the design. Users of fire resistance assemblies are advised to consult the general Guide Information for each product category andeach group of assemblies. The Guide Information includes specifics concerning alternate materials and alternate methods of construction.•Only products which bear UL's Mark are considered Certified.1. Floor Assembly — The fire-rated fluted steel deck/concrete floor assembly shall be constructed of the materials and in the manner described in theindividual Floor-Ceiling Design in the UL Fire Resistance Directory and shall include the following construction features:A. Steel Floor and Form Units* — Max 3 in. (76 mm) deep galv steel fluted floor units.B. Concrete — Min 2-1/2 in. (64 mm) thick reinforced concrete, as measured from the top plane of the floor units.1A. Roof Assembly — As an alternate to Item 1 Floor Assembly, the fire-rated roof assembly shall be constructed of the materials and in the mannerdescribed in the individual P700, P800 or P900 series Roof-Ceiling Designs in the UL Fire Resistance Directory and shall contain max 1-1/2 in. (38mm) deep galv steel fluted roof units. The hourly fire rating of the roof assembly shall be equal to or greater than the hourly fire rating of the wallassembly. In the case of spray-applied protection materials on the steel roof units, the joint system shall be installed prior to the spray-appliedprotection material.1B. Floor Assembly — As an alternate to Item 1 Floor Assembly, min 4-1/2 in. (114 mm) thick reinforced lightweight or normal weight (100-150 pcfor 1600-2400 kg/m3) structural concrete.2. Wall Assembly — The 2 hr fire-rated nonbearing gypsum board/steel stud wall assembly shall be constructed of the materials and in the mannerdescribed in the individual U400, V400 or W400 Series Wall and Partition Designs in the UL Fire Resistance Directory and shall include the followingconstruction features:A. Steel Floor And Ceiling Runners — Floor and ceiling runners of wall assembly shall consist of min 25 ga galv steel channels for nom 5/8 in.(16 mm) joints. Ceiling runner to be min 20 ga steel channels for joints greater than 5/8 in. Ceiling runner to be sized to accommodate steel studs (Item2B) and properly sized according to structural requirements. (See table under Item 3A for minimum flange lengths). Ceiling runner installedperpendicular to direction of fluted steel deck and secured to valleys with steel masonry anchors or by welds spaced max 12 in. (305 mm) OC.Ceiling runner secured to concrete floor slab (Item 1B) with steel masonry anchors spaced max 24 in. (610 mm) OC.A1. Light Gauge Framing* - Notched Ceiling Runner — As an alternate to the ceiling runners in Items 2A and 2A1, notched ceiling runners toconsist of C-shaped galv steel channel with notched return flanges sized to accommodate steel studs (Item 2B). Notched ceiling runner installedperpendicular to direction of fluted steel deck and secured with steel masonry anchors spaced max 12 in. (305 mm) OC. Notched ceiling runnersecured to concrete floor slab (Item 1B) with steel masonry anchors spaced max 24 in. (610 mm) OC. Notched ceiling runner suitable for 5/8 in. (16mm) or 1 in. (25 mm) wide joints only.OLMAR SUPPLY INC — Type SCRB. Studs — Steel studs to be min 2-1/2 in. (64 mm) wide. Studs cut 5/8 to 1 in. (16 to 25 mm) less in length than assembly height for nom 5/8 in. (16mm) joints, 1 to 1-1/4 in. (25 to 32 mm) for nom 1 in. (25 mm) joints, 2 to 2-1/4 in. (51 to 57 mm) for nom 2 in. (51 mm) joints and 3 to 3-1/4 in. (76 to83 mm) for nom 3 in. (76 mm) joints. Studs to have bottom nesting in and resting on floor runner and with top nesting in ceiling runner withoutattachment. Stud spacing not to exceed 24 in. (610 mm) OC.C. Gypsum Board* — Gypsum board sheets installed to a min total thickness of 1 in. (25 mm) on each side of wall. Wall to be constructed asspecified in the individual Wall and Partition Design in the UL Fire Resistance Directory, except that a nom 5/8 in. (16 mm), 1 in. (25 mm), 2 in. (51mm) or 3 in. (76 mm) gap shall be maintained between the top of the gypsum board and the bottom of the steel deck. The screws attaching gypsumboard to studs (Item 2B) at the top of the wall shall be located 1 in. (25 mm), 1-1/4 in. (32 mm), 2-1/4 in. (57 mm) or 3-1/4 (83 mm) below the bottom ofthe ceiling runner (Item 2A) for nom 5/8 in. (16 mm), 1 in. (25 mm), 2 in. (51 mm) and 3 in. (76 mm) joints, respectively.3. Joint System — The joint system is designed to accommodate a max 80 percent compression or extension from its installed width.The joint system consists of a forming material and fill material in the flutes of the steel deck and a "slip track" detail consisting of restraining angles incombination with gypsum board on the vertical flanges. When the floor assembly consists of a flat concrete slab (Item 1A), the forming material (Item3B) and fill material (Item 3C) are not used. The components of the system are as follows:A. Restraining Angles — Angles formed from min 25 ga galv. Piece of gypsum board cut from the same gypsum board used for the wall (Item 2C).See table below for min angle and gypsum board strip length. Gypsum board liner secured to steel angle with min 1 in. (25 mm) long self-drilling, self-tapping Type S bugle head steel screws spaced max 8 in. (203 mm) OC. along longitudinal centerline of steel angle. Screws installed through face ofgypsum board such that excess screw length protrudes through leg of steel angle. For joints greater than 5/8 in. (16 mm), two layers of gypsumboard liner are required. Restraining angles installed along top of wall on each side of wall assembly with gypsum board liner against wall surfaceand with horizontal leg of steel angle against valleys of steel deck or bottom of floor slab. Restraining angles secured to valleys of steel deck or toconcrete floor slab with steel masonry anchors spaced max 12 in. (305 mm) OC.B. Forming Material* — Min 4 pcf (64 kg/m3) density mineral wool batt insulation firmly packed into flutes of steel deck across top of wall as apermanent form. Forming material to be recessed from edges of restraining angles on each side of wall to accommodate the required thickness offill material.THERMAFIBER INC — Type SAFB1. Forming Material* — (Optional, Not Shown) - Preformed mineral wool plugs, formed to the shape of the fluted floor units, friction fit tocompletely fill the flutes above the ceiling channel. The plugs shall project beyond each side of the ceiling runner and shall be recessed from bothwall surfaces to accommodate the required thickness of fill material (Item 3C). Additional forming material, described in Item 3B, to be used inconjunction with the plugs to fill the gap between the top of gypsum board and bottom of steel deck.THERMAFIBER INC — TopStop mineral wool deck plugs Type SAF battsC. Fill, Void or Cavity Material* — Min 1/2 in. (13 mm) thickness of fill material applied within the recess of each steel deck flute, flush with theoutside edge of the restraining angle on each side of the wall. Dry mix material mixed with water at a rate of 2.1 parts dry mix to 1 part water, byweight, in accordance with accompanying instructions.UNITED STATES GYPSUM CO — Type FCC1. Fill, Void or Cavity Material* — As an alternate to Item 3C, min 1/2 in. (13 mm) thickness of two component fill material applied within therecess of each steel deck flute, flush with the outside edge of the restraining angle on each side of the wall. Ready-mixed component mixed withaccelerator component at a rate of 66 parts of ready-mixed component to 1 part of accelerator component by weight in accordance with theaccompanying installation instructions.UNITED STATES GYPSUM CO — Type RFCC2. Fill, Void or Cavity Material* — As an alternate to Item 3C, min 1/8 in. (3 mm) wet thickness of fill material sprayed or brushed on eachside of the wall to completely cover mineral wool forming material (Item 3B) and to overlap a min of 1/2 in. (13 mm) onto restraining angle andsteel deck or concrete floor slab.UNITED STATES GYPSUM CO — USG Type-SAC3. Fill, Void or Cavity Material* — As an alternate to Item 3C, min 1/4 in. (6 mm) wet thickness of fill material sprayed on each side of thewall to completely cover the mineral wool forming material and to lap min 1/2 in. (13 mm) onto restraining angle and steel deck.UNITED STATES GYPSUM CO — Type AS* Indicates such products shall bear the UL or cUL Certification Mark for jurisdictions employing the UL or cUL Certification (suchas Canada), respectively.System No. HW-D-0611XHBN - Joint SystemsSystem No. HW-D-0611June 24, 2010Assembly Ratings — 1 and 2 Hr (See Items 4 and 5)Nominal Joint Width — 5/8 in.L Rating At Ambient — 2.2 CFM/Lin FtL Rating At 400°F — Less Than 1 CFM/Lin FtClass II Movement Capabilities — 25 Percent Compression or ExtensionDesign/System/Construction/Assembly Usage Disclaimer•Authorities Having Jurisdiction should be consulted in all cases as to the particular requirements covering the installation and use of ULCertified products, equipment, system, devices, and materials.•Authorities Having Jurisdiction should be consulted before construction.•Fire resistance assemblies and products are developed by the design submitter and have been investigated by UL for compliance withapplicable requirements. The published information cannot always address every construction nuance encountered in the field.•When field issues arise, it is recommended the first contact for assistance be the technical service staff provided by the productmanufacturer noted for the design. Users of fire resistance assemblies are advised to consult the general Guide Information for eachproduct category and each group of assemblies. The Guide Information includes specifics concerning alternate materials and alternatemethods of construction.•Only products which bear UL's Mark are considered Certified.1. Floor Assembly — Min 4-1/2 in. (114 mm) thick reinforced lightweight or normal weight (100-150 pcf or 1600-2400 kg/m3) structural concrete.2. Steel Beam — W8x24 min size, as specified in the individual N700 Series Floor-Ceiling Design. Steel beam centered over and parallel with wallassembly.3. Steel Plate — Min 14 ga (0.067 in. or 1.7 mm thick) steel plate lapping min 1-1/2 in. (38 mm) onto bottom of steel beam flange and welded tobottom and tip of steel beam flange max 16 in. (406 mm) OC. Continuous plate to extend beyond one side of beam for attachment of J-shaped steelceiling runner (Item 5A). Edge of steel plate to align with outermost flange of J-shaped steel ceiling runner. Innermost flange of J-shaped steelceiling runner to be parallel with and located min 2 in. (51 mm) to max 8 in. (203 mm) from edge of steel beam flange.4. Spray-Applied Fire Resistive Material* — After installation of the steel plate (Item 3) and J-shaped ceiling runner (Item 5A), steel beam and thetop and bottom surfaces of steel plate to be sprayed with the min thickness of material specified in the individual N700 Series Design. The materialshall also lap onto and partially cover the 2 in. (51 mm) leg of the J-shaped ceiling runner flanges. Additional material shall be applied to theweb of the steel beam on each side of the wall. For a 1 hr Assembly Rating, the thickness of material applied to each side of the steelbeam web shall be 13/16 in. (21 mm). For a 2 hr Assembly Rating, the thickness of material applied to each side of the steel beam webshall be 1-3/8 in. (35 mm).GCP APPLIED TECHNOLOGIES INC — Type MK-6/HY4A. Spray-Applied Fire Resistive Material* — After installation of the steel plate (Item 3) and J-shaped ceiling runner (Item 5A), steel beam andthe top and bottom surfaces of steel plate to be sprayed with the min thickness of material specified in the individual N700 Series Design. Thematerial shall also lap onto and partially cover the 2 in. (51 mm) leg of the J-shaped ceiling runner flanges. Additional material shall be appliedto the web of the steel beam on each side of the wall. For a 1 hr Assembly Rating, the thickness of material applied to each side of thesteel beam web shall be 11/16 in. (18 mm). For a 2 hr Assembly Rating, the thickness of material applied to each side of the steel beamweb shall be 1-1/2 in. (38 mm).ISOLATEK INTERNATIONAL — Type 300 or Type II5. Shaft Wall Assembly — The 1 or 2 hr fire rated shaft wall assembly shall be constructed of the materials and in the manner described in theindividual U400 or V400 Series Wall and Partition Design in the UL Fire Resistance Directory. The wall shall include the following constructionfeatures:A. Floor, Ceiling and Wall Runners — "J"-shaped runner, min 2-1/2 in. (64 mm) wide with unequal legs of 1 in. (25 mm) and 2 in. (51 mm),fabricated from min 24 MSG galv steel. Runners positioned with short leg toward finished side of wall. Runners attached to floor and walls withsteel fasteners spaced max 24 in. (610 mm) OC. Runners attached to steel plate (Item 3) with steel fasteners or welds spaced max 24 in. (610 mm)OC. Outer flange of J-shaped steel ceiling runner to align with edge of steel plate (Item 3).B. Steel Studs — "C-H"-shaped steel studs to be min 2-1/2 in. (64 mm) wide and formed of min 25 MSG galv steel. Studs cut 1/2 to 3/4 in. (13 to 19mm) less in length than floor to steel plate height with bottom nesting in and resting on floor runner and with top nesting in ceiling runner. Studsspaced 24 in. (610 mm) OC.C. Gypsum Board* — 1 in. (25 mm) thick by 24 in. (610 mm) wide gypsum liner panels as specified in the individual U400 or V400-Series Walland Partition Design. Panels cut 1 in. (25 mm) less in length than floor to steel plate height. Vertical edges inserted in "H"-shaped section of "C-H"studs. Free edge of end panels at walls attached to long leg of "J" runner (Item 4A) with 1-5/8 in. (41 mm) long Type S steel screws spaced max 12in. (305 mm) OC.D. Gypsum Board* — Gypsum board sheets installed to a min total thickness of 5/8 in. (16 mm) and 1 in. (25 mm) on finished side of wall for 1 hrand 2hr fire rated assemblies, respectively. A max 5/8 in. (16 mm) gap shall be maintained between the top of the gypsum board and the bottomsurface of the protected steel plate. The screws attaching the gypsum board layers to the C-H studs shall be located 1 in. (25 mm) below the bottomof the ceiling runner (Item 4A). No gypsum board attachment screws are to penetrate the ceiling runner.The hourly fire rating of the joint system is equal to the hourly fire rating of the shaft wall.6. Joint System — Max separation between bottom of steel plate and top of liner panel (Item 5C) is 1 in. (25 mm). Max separation between bottomof protected steel plate and top of gypsum board sheets (Item 5D) at time of installation of joint system is 5/8 in. (16 mm). The joint system isdesigned to accommodate a maximum 25 percent compression or extension from its installed width on the finished side of the ceiling. The jointsystem consists of sealant and optional bond breaker tape, as follows:A. Bond Breaker Tape — (Optional, Not Shown) — Polyethylene tape supplied in rolls. Tape applied to flanges of ceiling runner (Item 5A) toprevent bonding of the sealant at points other than the top and bottom of the linear gap.B. Fill, Void or Cavity Material* - Sealant — Min 1 in. (25 mm) thickness of sealant to be installed to fill linear gap between top of gypsum linerpanel (Item 5C) and top inside surface of ceiling runner (Item 5A) prior to installation of gypsum board sheets on finished side of wall. Additionalmaterial to be "domed" such that, prior to curing, it protrudes 3/8 to 1/2 in. (10 to 13 mm) beyond inside surface of liner panel and such that it lapsminimum 1/2 in. (13 mm) onto surface of liner panels. Min 5/8 in. (16 mm) or 1 in. (25 mm) thickness of sealant to be installed to fill linear gapbetween top of gypsum board sheets (Item 5D) and bottom of protected steel plate on finished side of wall for 1 hr and 2 hr fire ratings, respectively.Material to lap min 1/2 in. (13 mm) onto surface of gypsum board on finished side of wall.UNITED STATES GYPSUM CO — Type AS* Indicates such products shall bear the UL or cUL Certification Mark for jurisdictions employing the UL or cUL Certification (suchas Canada), respectively.ISSUE FOR PRICING / BIDDING:DRAWN BY:AOR:The architectural works depictedherein are the sole property ofHumphreys & Partners UrbanArchitecture, L.P. and may not beconstructed or used without its expresswritten permission. No permission tomodify or reproduce any of thearchitectural works, including withoutlimitation the e construction of anybuilding, is expressed or should beimplied from delivery of preliminarydrawings or unsealed constructiondrawings. Permission to construct thebuilding depicted in sealedconstruction drawings is expresslyconditioned on the full and timelypayment of all fees otherwise dueHumphreys & Partners Architects, L.P.and, in the absence of any writtenagreement to the contrary, is limited toa one-time use One he site indicatedon these plans.HUMPHREYS & PARTNERSURBAN ARCHITECTURE, L.P.5339 ALPHA ROAD * SUITE 300* DALLAS, TX 75240T: (972) 701-9636 F: (972) 701-9639DALLAS * NEWPORT BEACH * NEW ORLEANS *ORLANDO * CHENNAI * MONTEVIDEOCopyright 2017 - Humphreys & Partners Urban Architecture, L.P.All Rights ReservedISSUE FOR PERMIT APPLICATION:ISSUE FOR CONSTRUCTION:DESIGNED BY:PLOT DATEwww.humphreys.comSHEET CONTENTSSHEET NUMBERSCALE---1" = 0'-1"A1.06eRATED JOINTSYSTEMSNEWMAN DEVELOPMENT GROUPCITY CENTREBH16077PERMIT ISSUE (07/10/2017)RBMCITHACA, NY07/10/201707/10/2017September 03, 2015Restrained Assembly Ratings — 1, 1-1/2, 2 and 3 Hr. (See Items 1, 1A, 1B, 1C, 1D, 2, 4A, 7C, 7E, 7I, 7K, 8, 10A - 10S, 11)Unrestrained Assembly Ratings — 1, 1-1/2, 2 and 3 Hr. (See Items 1, 1A, 1B, 1C, 1D, 2, 4A, 7C, 7E, 7I, 7K, 8, 10A - 10S, 11)Unrestrained Beam Ratings — 1, 1-1/2, 2 and 3 Hr. (See Items 1, 1A, 1B, 1C, 1D, 2, 4A, 7C, 7E, 7I, 7K, 8, 10A - 10S, 11)This design was evaluated using a load design method other than the Limit States Design Method (e.g., Working StressDesign Method). For jurisdictions employing the Limit States Design Method, such as Canada, a load restriction factor shallbe used* Indicates such products shall bear the UL or cUL Certification Mark for jurisdictions employing the UL or cUL Certification (such asCanada), respectively.Design No. G561REVISION SCHEDULENO: DATE: DESCRIPTION: System No. HW-D-0262System No. HW-D-0262June 28, 2011Assembly Ratings - 1 and 2 Hr (See Item 2)L Rating At Ambient - Less Than 1 CFM/Lin Ft (See Item 3C)L Rating At 400°F - Less Than 1 CFM/Lin Ft (See Item 3C)Joint Width - 5/8 in. MaximumClass II and III Movement Capabilities - 25% Compression or ExtensionDesign/System/Construction/Assembly Usage Disclaimer•Authorities Having Jurisdiction should be consulted in all cases as to the particular requirements covering the installation and use of UL Certifiedproducts, equipment, system, devices, and materials.•Authorities Having Jurisdiction should be consulted before construction.•Fire resistance assemblies and products are developed by the design submitter and have been investigated by UL for compliance withapplicable requirements. The published information cannot always address every construction nuance encountered in the field.•When field issues arise, it is recommended the first contact for assistance be the technical service staff provided by the product manufacturernoted for the design. Users of fire resistance assemblies are advised to consult the general Guide Information for each product category andeach group of assemblies. The Guide Information includes specifics concerning alternate materials and alternate methods of construction.•Only products which bear UL's Mark are considered Certified.1. Floor Assembly — The fire rated fluted steel deck / concrete floor assembly shall be constructed of the materials and in the mannerdescribed in the individual Floor-Ceiling Design in the UL Fire Resistance Directory and shall include the following construction features:A. Steel Floor And Form Units* — Max 3 in. (76 mm) deep galv steel fluted floor units.B. Concrete — Min 2-1/2 in. (64 mm) thick reinforced lightweight or normal weight concrete, as measured from the top plane of the floor units.1A. Alternate Floor Assembly — Min. 4-1/2 in. (114 mm) thick lightweight or normal weight (100-150 pcf or 1600-2400 kg/m3) concrete slab.2. Wall Assembly — The 1 hr or 2 hr fire rated gypsum board/stud wall assembly shall be constructed of the materials and in the mannerdescribed in the individual U400 and V400 Series Wall and Partition Designs in the UL Fire Resistance Directory. When steel floor and formunits are used, wall to be perpendicular to or parallel with and centered under the valleys of the steel floor units as shown in the aboveillustrations. The wall shall include the following construction features:A. Steel Floor And Ceiling Runners — Floor and ceiling runners of wall assembly shall consist of galv steel channels sized toaccommodate steel studs. Ceiling runner to be provided with min 1-1/4 in. (32 mm) flanges. Ceiling runner secured to steel floor deck withsteel fasteners or welds spaced max 12 in. (305 mm) OC or to slab with masonry anchors spaced max 12 in. (305 mm) OC.B. Studs — Steel studs to be min 3-5/8 in. (92 mm) wide. Studs cut 1/2 in. to 3/4 in. (13 to 19 mm) less in length than assembly height with thebottom nesting in and resting on floor runner and with the top nesting in ceiling runner without attachment. Stud spacing not to exceed 24 in.(610 mm) OC.C. Gypsum Board* — Gypsum board sheets installed to a min total thickness of 5/8 in. (16 mm) and 1-1/4 in. (32 mm) on each side of wallfor 1 hr and 2 hr fire rated assemblies, respectively. Wall to be constructed as specified in the individual Wall and Partition Design in the ULFire Resistance Directory, except that the gypsum board is cut to maintain a max 5/8 in. (16 mm) gap between the gypsum board and thecontour of the steel deck floor or concrete floor slab. In addition, the top row of screws shall be installed into the steel studs 1/2 to 1 in. (13 to25 mm) below the bottom edge of the ceiling runner flange.The hourly fire rating of the joint system is equal to the hourly rating of the wall assembly in which it is installed.3. Joint System — Max separation between bottom of floor and top of wall is 5/8 in. (16 mm). The joint system is designed toaccommodate a max 25 percent compression or extension from its installed width. The joint system consists of the following.A. Forming Material* — For use when wall is constructed perpendicular to steel floor units. Nom 3 in. (76 mm) thick, min 4 pcf (64 kg/m3)density mineral wool batt insulation cut into strips to fill the gap between the top of the ceiling runner and bottom of the steel floor units.Mineral wool cut into strips having a width equal to ceiling runner and length approximately 2-1/2 in. (64 mm) longer than flute bottom length,then compressed into flute cavity. Mineral wool may be omitted when Type A Fill, Void or Cavity Material is used.B. Forming Material — (Optional) — In 2 hr fire rated wall assemblies, foam backer rod friction fit into joint opening and recessed min 5/8 in.(16 mm) from each surface of wall.C. Fill, Void or Cavity Material* — Sealant — Min 5/8 in. (16 mm) thickness of fill material applied within joint opening on both sides of wall,flush with each surface of gypsum board.UNITED STATES GYPSUM CO — Type A or AS. Note: L Ratings apply only when Type AS fill material is used.* Indicates such products shall bear the UL or cUL Certification Mark for jurisdictions employing the UL or cUL Certification(such as Canada), respectively.System No. HW-D-0626XHBN - Joint SystemsSystem No. HW-D-0626August 31, 2010Assembly Ratings — 1 and 2 Hr (See Items 4 and 5)Nominal Joint Width — 5/8 in.L Rating At Ambient — Less Than 1 CFM/Lin FtL Rating At 400°F — Less Than 1 CFM/Lin FtClass II Movement Capabilities — 25 Percent Compression or ExtensionDesign/System/Construction/Assembly Usage Disclaimer•Authorities Having Jurisdiction should be consulted in all cases as to the particular requirements covering the installation and use of UL Certifiedproducts, equipment, system, devices, and materials.•Authorities Having Jurisdiction should be consulted before construction.•Fire resistance assemblies and products are developed by the design submitter and have been investigated by UL for compliance withapplicable requirements. The published information cannot always address every construction nuance encountered in the field.•When field issues arise, it is recommended the first contact for assistance be the technical service staff provided by the product manufacturernoted for the design. Users of fire resistance assemblies are advised to consult the general Guide Information for each product category andeach group of assemblies. The Guide Information includes specifics concerning alternate materials and alternate methods of construction.•Only products which bear UL's Mark are considered Certified.1. Floor Assembly — Min 4-1/2 in. (114 mm) thick reinforced lightweight or normal weight (100-150 pcf or 1600-2400 kg/m3) structural concrete.2. Steel Beam — W8x24 min size, as specified in the individual N700 Series Floor-Ceiling Design. Steel beam centered over and parallel with wallassembly.3. Steel Attachment Clips — Z-shaped clips formed from strips of min 20 ga galv steel. Clips to be sized to extend through the thickness of thespray-applied fire-resistive material on the bottom flange of the steel beam with 2 in. (51 mm) long upper and lower legs. Legs of clips fastened tobottom of beam (prior to application of spray-applied fire-resistive materials) and top of ceiling runner with steel fasteners or welds. Clips spaced max24 in. (610 mm) OC.4. Spray-Applied Fire Resistive Material* — After installation of the steel attachment clips (Item 3), steel beam to be sprayed with the minthickness of material specified in the individual N700 Series Design. Additional material shall be applied to the web of the steel beam oneach side of the wall. For a 1 hr Assembly Rating, the thickness of material applied to each side of the steel beam web shall be 13/16in. (21 mm). For a 2 hr Assembly Rating, the thickness of material applied to each side of the steel beam web shall be 1-3/8 in. (35mm).GCP APPLIED TECHNOLOGIES INC — Type MK-6/HY4A. Spray-Applied Fire Resistive Material* — After installation of the steel attachment clips (Item 3), steel beam to be sprayed with the minthickness of material specified in the individual N700 Series Design. Additional material shall be applied to the web of the steel beam oneach side of the wall. For a 1 hr Assembly Rating, the thickness of material applied to each side of the steel beam web shall be 11/16in. (18 mm). For a 2 hr Assembly Rating, the thickness of material applied to each side of the steel beam web shall be 1-1/2 in. (38mm).ISOLATEK INTERNATIONAL — Type 300 or Type II5. Wall Assembly — The 1 hr or 2 hr fire rated gypsum board/stud wall assembly shall be constructed of the materials and in the manner describedin the individual U400 or V400 Series Wall and Partition Design in the UL Fire Resistance Directory. The wall shall include the following constructionfeatures:A. Steel Floor And Ceiling Runners — Floor and ceiling runners of wall assembly shall consist of galv steel channels sized to accommodatesteel studs. Ceiling runner to be provided with min 1-1/4 in. (32 mm) flanges. Ceiling runner secured to steel Z clips (Item 3) with steel fasteners orwelds spaced max 24 in. (610 mm) OC.B. Studs — Steel studs to be min 3-1/2 in. (89 mm) wide. Studs cut 1/2 in. (13 mm) to 3/4 in. (19 mm) less in length than assembly height withthe bottom nesting in and resting on floor runner and with the top nesting in ceiling runner without attachment. Stud spacing not to exceed 24 in. (610mm) OC.C. Gypsum Board* — Nom 1/2 in. (13 mm) , 5/8 in. (16 mm) or 3/4 in. (19 mm) thick by 48 in. (1.4 m) wide. Gypsum board sheets installed to amin total thickness of 5/8 in. (16 mm) and 3/4 in. (19 mm) on each side of wall for 1 hr and 2 hr fire rated assemblies, respectively. Wall to beconstructed as specified in the individual Wall and Partition Design in the UL Fire Resistance Directory, except that the gypsum board is cut tomaintain a max 5/8 in. (16 mm) gap between the top of the gypsum board and the bottom surface of the protected steel beam. The screwsattaching the gypsum board layers to the studs shall be located 1 in. (25 mm) below the bottom of the ceiling runner (Item 5A). No gypsum boardattachment screws are to penetrate the ceiling runner.D. Batts and Blankets* — (Not Shown) — Mineral wool batts friction fitted between studs and runners to completely fill stud cavities whenspecified in the individual Wall and Partition Design in the UL Fire Resistance Directory.The hourly fire rating of the joint system is equal to the hourly fire rating of the shaft wall.6. Joint System — Max separation between bottom of protected steel beam and top of gypsum board (Item 5C) at time of installation of jointsystem is 5/8 in. (16 mm). The joint system is designed to accommodate a maximum 25 percent compression or extension from its installed width.The joint system consists of sealant and optional bond breaker tape, as follows:A. Bond Breaker Tape — (Optional, Not Shown) — Polyethylene tape supplied in rolls. Tape applied to flanges of ceiling runner (Item 5A) toprevent bonding of the sealant at points other than the top and bottom of the linear gap.B. Fill, Void or Cavity Material* - Sealant — Sealant installed to completely fill linear gap between top of gypsum board (Item 5C) and bottom ofprotected steel beam. Material to lap min 1/2 in. (13 mm) onto surface of gypsum board on each side of wall.UNITED STATES GYPSUM CO — Type AS* Indicates such products shall bear the UL or cUL Certification Mark for jurisdictions employing the UL or cUL Certification (suchas Canada), respectively.System No. HW-D-0603XHBN - Joint SystemsSystem No. HW-D-0603July 13, 2010Assembly Ratings — 1 and 2 Hr (See Item 2)Joint Width— 5/8 in. MaxL Rating At Ambient — 2.2 CFM/Lin FtL Rating At 400°F — Less Than 1 CFM/Lin FtClass II and III Movement Capabilities — 25 Percent Compression or ExtensionDesign/System/Construction/Assembly Usage Disclaimer•Authorities Having Jurisdiction should be consulted in all cases as to the particular requirements covering the installation and use of ULCertified products, equipment, system, devices, and materials.•Authorities Having Jurisdiction should be consulted before construction.•Fire resistance assemblies and products are developed by the design submitter and have been investigated by UL for compliance withapplicable requirements. The published information cannot always address every construction nuance encountered in the field.•When field issues arise, it is recommended the first contact for assistance be the technical service staff provided by the productmanufacturer noted for the design. Users of fire resistance assemblies are advised to consult the general Guide Information for eachproduct category and each group of assemblies. The Guide Information includes specifics concerning alternate materials and alternatemethods of construction.•Only products which bear UL's Mark are considered Certified.1. Floor Assembly — Min 4-1/2 in. (114 mm) thick reinforced lightweight or normal weight (100-150 pcf or 1600-2400 kg/m3) structuralconcrete.2. Shaft Wall Assembly — The 1 or 2 hr fire rated shaft wall assembly shall be constructed of the materials and in the manner described inthe individual U400 or V400-Series Wall and Partition Design in the UL Fire Resistance Directory. The wall shall include the following constructionfeatures:A. Floor, Ceiling and Wall Runners — "J"-shaped runner, min 2-1/2 in. (64 mm) wide with unequal legs of 1 in. (25 mm) and 2 in. (51mm), fabricated from min 24 MSG galv steel. Runners positioned with short leg toward finished side of wall. Runners attached to floor, ceilingand walls with steel fasteners spaced max 24 in. (610 mm) OC.B. Steel Studs — "C-H"-shaped steel studs to be min 2-1/2 in. (64 mm) wide and formed of min 25 MSG galv steel. Studs cut 1/2 to 3/4 in.(13 to 19 mm) less in length than assembly height with bottom nesting in and resting on floor runner and with top nesting in ceiling runner.Studs spaced 24 in. (610 mm) OC.C. Gypsum Board* — 1 in. (25 mm) thick by 24 in. (610 mm) wide gypsum board liner panels as specified in the individual U400 or V400-Series Wall and Partition Design. Panels cut 1 in. (25 mm) less in length than floor to ceiling height. Vertical edges inserted in "H"-shapedsection of "C-H" studs. Free edge of end panels at walls attached to long leg of "J" runner (Item 2A) with 1-5/8 in. (41 mm) long Type S steelscrews spaced max 12 in. (305 mm) OC.D. Gypsum Board* — Gypsum board sheets installed to a min total thickness of 5/8 in. (16 mm) and 1 in. (25 mm) on finished side of wall for1 hr and 2 hr fire rated assemblies, respectively. A max 5/8 in. (16 mm) gap shall be maintained between the top of the gypsum board and thebottom surface of the concrete floor. The screws attaching the gypsum board layers to the C-H studs shall be located 1 in. (25 mm) below thebottom of the ceiling runner (Item 2A). No gypsum board attachment screws are to penetrate the ceiling runner.The hourly fire rating of the joint system is equal to the hourly fire rating of the shaft wall.3. Joint System — Max separation between bottom of floor and top of liner panel (Item 2C) is 1 in. (25 mm). Max separation between bottomof floor and top of gypsum board sheets (Item 2D) at time of installation of joint system is 5/8 in. (16 mm). The joint system is designed toaccommodate a maximum 25 percent compression or extension from its installed width on the finished side of the ceiling. The joint systemconsists of sealant and optional bond breaker tape, as follows:A. Bond Breaker Tape — (Optional, Not Shown) — Polyethylene tape supplied in rolls. Tape applied to flanges of ceiling runner (Item 2A) toprevent bonding of the sealant at points other than the top and bottom of the linear gap.B. Fill, Void or Cavity Material* - Sealant — Min 1 in. (25 mm) thickness of sealant to be installed to fill linear gap between top of gypsumboard liner panel (Item 2C) and top inside surface of ceiling runner (Item 2A) prior to installation of gypsum board sheets on finished side ofwall. Additional material to be "domed" such that, prior to curing, it protrudes 3/8 to 1/2 in. (10 to 13 mm) beyond inside surface of liner paneland such that it laps minimum 1/2 in. (13 mm) onto surface of liner panels. Min 5/8 in. (16 mm) or 1 in. (25 mm) thickness of sealant to beinstalled to fill linear gap between top of gypsum board sheets (Item 2D) and bottom of concrete floor on finished side of wall for 1 hr and 2 hrfire ratings, respectively. Material to lap min 1/2 in. (13 mm) onto surface of gypsum board on finished side of wall.UNITED STATES GYPSUM CO — Type AS* Indicates such products shall bear the UL or cUL Certification Mark for jurisdictions employing the UL or cUL Certification(such as Canada), respectively.System No. HW-D-0613XHBN - Joint SystemsSystem No. HW-D-0613June 24, 2010Assembly Ratings — 1 and 2 Hr (See Item 5)Joint Width— 5/8 in. MaxClass II Movement Capabilities — 25 Percent Compression or ExtensionDesign/System/Construction/Assembly Usage Disclaimer•Authorities Having Jurisdiction should be consulted in all cases as to the particular requirements covering the installation and use of UL Certifiedproducts, equipment, system, devices, and materials.•Authorities Having Jurisdiction should be consulted before construction.•Fire resistance assemblies and products are developed by the design submitter and have been investigated by UL for compliance withapplicable requirements. The published information cannot always address every construction nuance encountered in the field.•When field issues arise, it is recommended the first contact for assistance be the technical service staff provided by the product manufacturernoted for the design. Users of fire resistance assemblies are advised to consult the general Guide Information for each product category andeach group of assemblies. The Guide Information includes specifics concerning alternate materials and alternate methods of construction.•Only products which bear UL's Mark are considered Certified.1. Floor Assembly — The fire-rated fluted steel deck/concrete floor assembly shall be constructed of the materials and in the manner described inthe individual Series Floor-Ceiling Design in the UL Fire Resistance Directory. The hourly fire rating of the floor assembly shall be equal to orgreater than the hourly fire rating of the wall assembly. The floor assembly shall include the following construction features:A. Steel Floor and Form Units* — Max 3 in. (76 mm) deep galv steel fluted floor units.B. Concrete — Min 2-1/2 in. (64 mm) thick reinforced concrete, as measured from the top plane of the floor units.1A. Roof Assembly — (Not Shown) - As an alternate to the floor assembly (Item 1), a fire rated fluted steel deck roof assembly may be used.The roof assembly shall be constructed of the materials and in the manner described in the individual P900 Series Roof-Ceiling Design in the ULFire Resistance Directory. The hourly fire rating of the roof assembly shall be equal to or greater than the hourly fire rating of the wall assembly.The roof assembly shall include the following construction features:A. Steel Roof Deck — Max 3 in. (76 mm) deep galv steel fluted roof deck.B. Roof Insulation — Min 2-1/4 in. (57 mm) thick poured insulating concrete, as measured from the top plane of the steel roof deck.2. Steel Straps — Min 2 in. (51 mm) wide 16 MSG (0.059 in. or 1.5 mm thick) galv steel straps cut to a length to span the flute and to overlapmin 1-1/2 in. (38 mm) on the adjacent valleys of fluted floor units. Straps spaced max 16 in. (406 mm) OC and fastened to floor assembly withmin 1-1/4 in. (32 mm) long steel concrete anchors.3. Forming Material* — Mineral wool batt insulation, nom 4 pcf (64 kg/m3), cut to the shape of the fluted floor units, friction fit to completely fill theflutes above the steel straps. Adjacent lengths of batts to be tightly butted with butted seams spaced min 24 in. (610 mm) apart along the length ofthe plugs.INDUSTRIAL INSULATION GROUP L L C — MinWool-1200 SafingROCK WOOL MANUFACTURING CO — Delta BoardROCKWOOL MALAYSIA SDN BHD — SafeROXUL INC — SafeTHERMAFIBER INC — SAF4. Gypsum Board* — Gypsum board, 5/8 in. (16 mm) thick, cut into strips to cover forming material (Item 3) with sufficient width to abut the 2 in.flange of the J-shaped ceiling runner (Item 5A) and to lap min 1 1/2 in. (38 mm) onto valley of fluted steel deck. Rips of gypsum board secured tovalley of fluted steel deck with the same fasteners used to secure steel straps (Item 2). Rips of gypsum board screw-attached to steel straps (Item2) with steel screws in each strap.5. Shaft Wall Assembly — The 1 or 2 hr fire rated shaft wall assembly shall be constructed of the materials and in the manner described in theindividual U400 or V400 Series Wall and Partition Design in the UL Fire Resistance Directory. The wall shall include the following constructionfeatures:A. Floor, Ceiling and Wall Runners — "J"-shaped runner, min 2-1/2 in. (64 mm) wide with unequal legs of 1 in. (25 mm) and 2 in. (51 mm),fabricated from min 24 MSG galv steel. Runners positioned with short leg toward finished side of wall. Ceiling runner installed parallel with directionof fluted steel deck and secured to valley of steel deck with steel masonry anchors or welds spaced max 24 in. (610 mm) OC.B. Steel Studs — "C-H"-shaped steel studs to be min 2-1/2 in. (64 mm) wide and formed of min 25 MSG galv steel. Studs cut 1/2 to 3/4 in. (13 to19 mm) less in length than assembly height with bottom nesting in and resting on floor runner and with top nesting in ceiling runner. Studs spaced24 in. (610 mm) OC.C. Gypsum Board* — 1 in. (25 mm) thick by 24 in. (610 mm) wide gypsum liner panels as specified in the individual U400 or V400-Series Walland Partition Design. Panels cut 1 in. (25 mm) less in length than floor to ceiling height. Vertical edges inserted in "H"-shaped section of "C-H" studs.Free edge of end panels at walls attached to long leg of "J" runner (Item 5A) with 1-5/8 in. (41 mm) long Type S steel screws spaced max 12 in.(305 mm) OC.D. Gypsum Board* — Gypsum board sheets installed to a min total thickness of 5/8 in. (16 mm) or 1 in. (25 mm) on finished side of wall for 1 hrand 2 hr fire rated assemblies, respectively. A max 5/8 in. (16 mm) gap shall be maintained between the top of the gypsum board and the valleyof the fluted steel deck. The screws attaching the gypsum board layers to the C-H studs shall be located 1 in. (25 mm) below the bottom of theceiling runner (Item 5A). No gypsum board attachment screws are to penetrate the ceiling runner.The hourly rating of the joint system is equal to the hourly fire rating of the shaft wall.6. Joint System — Max separation between bottom of floor and top of liner panel (Item 5C) is 1 in. (25 mm). Max separation between bottom offloor and top of gypsum board sheets (Item 5D) at time of installation of joint system is 5/8 in. (16 mm). The joint system is designed toaccommodate a maximum 25 percent compression or extension from its installed width on the finished side of the ceiling. The joint systemconsists of sealant and optional bond breaker tape, as follows:A. Bond Breaker Tape — (Optional, Not Shown) — Polyethylene tape supplied in rolls. Tape applied to flanges of ceiling runner (Item 5A) toprevent bonding of the sealant at points other than the top and bottom of the linear gap.B. Fill, Void or Cavity Material* - Sealant — Min 1 in. (25 mm) thickness of sealant to be installed to fill linear gap between top of gypsum linerpanel (Item 5C) and top inside surface of ceiling runner (Item 5A) prior to installation of gypsum board sheets on finished side of wall. Additionalmaterial to be "domed" such that, prior to curing, it protrudes 3/8 to 1/2 in. (10 to 13 mm) beyond inside surface of liner panel and such that it lapsminimum 1/2 in. (13 mm) onto surface of liner panels. Min 5/8 in. (16 mm) or 1 in. (25 mm) thickness of sealant to be installed to fill linear gapbetween top of gypsum board sheets (Item 5D) and valley of fluted steel deck on finished side of wall for 1 hr and 2 hr fire ratings, respectively.Material to lap min 1/2 in. (13 mm) onto surface of gypsum board on finished side of wall.UNITED STATES GYPSUM CO — Type AS* Indicates such products shall bear the UL or cUL Certification Mark for jurisdictions employing the UL or cUL Certification (suchas Canada), respectively.System No. HW-D-0609XHBN - Joint SystemsSystem No. HW-D-0609June 24, 2010Assembly Ratings — 1 and 2 Hr (See Items 4 and 5)Nominal Joint Width — 5/8 in.L Rating At Ambient — 2.2 CFM/Lin FtL Rating At 400°F — Less Than 1 CFM/Lin FtClass II Movement Capabilities — 25 Percent Compression or ExtensionDesign/System/Construction/Assembly Usage Disclaimer•Authorities Having Jurisdiction should be consulted in all cases as to the particular requirements covering the installation and use of ULCertified products, equipment, system, devices, and materials.•Authorities Having Jurisdiction should be consulted before construction.•Fire resistance assemblies and products are developed by the design submitter and have been investigated by UL for compliance withapplicable requirements. The published information cannot always address every construction nuance encountered in the field.•When field issues arise, it is recommended the first contact for assistance be the technical service staff provided by the product manufacturernoted for the design. Users of fire resistance assemblies are advised to consult the general Guide Information for each product category andeach group of assemblies. The Guide Information includes specifics concerning alternate materials and alternate methods of construction.•Only products which bear UL's Mark are considered Certified.1. Floor Assembly — Min 4-1/2 in. (114 mm) thick reinforced lightweight or normal weight (100-150 pcf or 1600-2400 kg/m3) structural concrete.2. Steel Beam — W8x24 min size, as specified in the individual N700 Series Floor-Ceiling Design. Steel beam centered over and parallel with wallassembly.3. Steel Attachment Clips — Z-shaped clips formed from strips of min 20 ga galv steel. Clips to be sized to extend through the thickness of the spray-applied fire-resistive material on the bottom flange of the steel beam with 2 in. (51 mm) long upper and lower legs. Legs of clips fastened to bottom ofbeam (prior to application of spray-applied fire-resistive materials) and top of J-shaped ceiling runner with steel fasteners or welds. Clips spaced max24 in. (610 mm) OC.4. Spray-Applied Fire Resistive Material* — After installation of the steel attachment clips (Item 3), steel beam to be sprayed with the min thicknessof material specified in the individual N700 Series Design. Additional material shall be applied to the web of the steel beam on each side of thewall. For a 1 hr Assembly Rating, the thickness of material applied to each side of the steel beam web shall be 13/16 in. (21 mm). For a 2hr Assembly Rating, the thickness of material applied to each side of the steel beam web shall be 1-3/8 in. (35 mm).GCP APPLIED TECHNOLOGIES INC — Type MK-6/HY4A. Spray-Applied Fire Resistive Material* — After installation of the steel attachment clips (Item 3), steel beam to be sprayed with the min thicknessof material specified in the individual N700 Series Design. Additional material shall be applied to the web of the steel beam on each side of thewall. For a 1 hr Assembly Rating, the thickness of material applied to each side of the steel beam web shall be 11/16 in. (18 mm). For a 2hr Assembly Rating, the thickness of material applied to each side of the steel beam web shall be 1-1/2 in. (38 mm).ISOLATEK INTERNATIONAL — Type 300 or Type II5. Shaft Wall Assembly — The 1 or 2 hr fire rated shaft wall assembly shall be constructed of the materials and in the manner described in theindividual U400 or V400 Series Wall and Partition Design in the UL Fire Resistance Directory. The wall shall include the following construction features:A. Floor, Ceiling and Wall Runners — "J"-shaped runner, min 2-1/2 in. (64 mm) wide with unequal legs of 1 in. (25 mm) and 2 in. (51 mm),fabricated from min 24 MSG galv steel. Runners positioned with short leg toward finished side of wall. Runners attached to floor and walls with steelfasteners spaced max 24 in. (610 mm) OC. Runners attached to steel Z-clips (Item 3) with steel fasteners or welds spaced max 24 in. (610 mm) OC.B. Steel Studs — "C-H"-shaped steel studs to be min 2-1/2 in. (64 mm) wide and formed of min 25 MSG galv steel. Studs cut 1/2 to 3/4 in. (13 to 19mm) less in length than floor to protected steel beam height with bottom nesting in and resting on floor runner and with top nesting in ceiling runner.Studs spaced 24 in. (610 mm) OC.C. Gypsum Board* — 1 in. (25 mm) thick by 24 in. (610 mm) wide gypsum liner panels as specified in the individual U400 or V400-Series Wall andPartition Design. Panels cut 1 in. (25 mm) less in length than floor to protected steel beam height. Vertical edges inserted in "H"-shaped section of "C-H" studs. Free edge of end panels at walls attached to long leg of "J" runner (Item 5A) with 1-5/8 in. (41 mm) long Type S steel screws spaced max 12in. (305 mm) OC.D. Gypsum Board* — Gypsum board sheets installed to a min total thickness of 5/8 in. (16 mm) and 1 in. (25 mm) on finished side of wall for 1 hrand 2 hr fire rated assemblies, respectively. A max 5/8 in. (16 mm) gap shall be maintained between the top of the gypsum board and the bottomsurface of the protected steel beam. The screws attaching the gypsum board layers to the C-H studs shall be located 1 in. (25 mm) below the bottom ofthe ceiling runner (Item 5A). No gypsum board attachment screws are to penetrate the ceiling runner.The hourly fire rating of the joint system iis equal to the hourly fire rating of the shaft wall.6. Joint System — Max separation between bottom of protected steel beam and top of liner panel (Item 5C) is 1 in. (25 mm). Max separationbetween bottom of protected steel beam and top of gypsum board sheets (Item 5D) at time of installation of joint system is 5/8 in. (16 mm). The jointsystem is designed to accommodate a maximum 25 percent compression or extension from its installed width on the finished side of the ceiling. Thejoint system consists of sealant and optional bond breaker tape, as follows:A. Bond Breaker Tape — (Optional, Not Shown) — Polyethylene tape supplied in rolls. Tape applied to flanges of ceiling runner (Item 5A) to preventbonding of the sealant at points other than the top and bottom of the linear gap.B. Fill, Void or Cavity Material* - Sealant — Min 1 in. (25 mm) thickness of sealant to be installed to fill linear gap between top of gypsum liner panel(Item 5C) and top inside surface of ceiling runner (Item 5A) prior to installation of gypsum board sheets on finished side of wall. Additional material to be"domed" such that, prior to curing, it protrudes 3/8 to 1/2 in. (10 to 13 mm) beyond inside surface of liner panel and such that it laps minimum 1/2 in.(13 mm) onto surface of liner panels. Min 5/8 in. (16 mm) or 1 in. (25 mm) thickness of sealant to be installed to fill linear gap between top of gypsumboard sheets (Item 5D) and bottom of protected steel beam on finished side of wall for 1 hr and 2hr fire ratings, respectively. Material to lap min 1/2 in.(13 mm) onto surface of gypsum board on finished side of wall.UNITED STATES GYPSUM CO — Type AS* Indicates such products shall bear the UL or cUL Certification Mark for jurisdictions employing the UL or cUL Certification (such asCanada), respectively.System No. HW-D-0610XHBN - Joint SystemsSystem No. HW-D-0610July 01, 2010Assembly Ratings — 1 and 2 Hr (See Items 3 and 4)Nominal Joint Width — 5/8 in.L Rating At Ambient — 2.2 CFM/Lin FtL Rating At 400°F — Less Than 1 CFM/Lin FtClass II Movement Capabilities — 25 Percent Compression or ExtensionDesign/System/Construction/Assembly Usage Disclaimer•Authorities Having Jurisdiction should be consulted in all cases as to the particular requirements covering the installation and use of ULCertified products, equipment, system, devices, and materials.•Authorities Having Jurisdiction should be consulted before construction.•Fire resistance assemblies and products are developed by the design submitter and have been investigated by UL for compliance withapplicable requirements. The published information cannot always address every construction nuance encountered in the field.•When field issues arise, it is recommended the first contact for assistance be the technical service staff provided by the productmanufacturer noted for the design. Users of fire resistance assemblies are advised to consult the general Guide Information for eachproduct category and each group of assemblies. The Guide Information includes specifics concerning alternate materials and alternatemethods of construction.•Only products which bear UL's Mark are considered Certified.1. Floor Assembly — Min 4-1/2 in. (114 mm) thick reinforced lightweight or normal weight (100-150 pcf or 1600-2400 kg/m3) structuralconcrete.2. Steel Beam — W8x24 min size, as specified in the individual N700 Series Floor-Ceiling Design. Steel beam centered over and parallelwith wall assembly.3. Spray-Applied Fire Resistive Material* — After installation of the J-shaped ceiling runner (Item 4A), steel beam to be sprayed with themin thickness of material specified in the individual N700 Series Design. The material shall also lap onto and partially cover the 2 in. (51 mm)leg of the J-shaped ceiling runner flanges. Additional material shall be applied to the web and bottom flange of the steel beam oneach side of the wall. For a 1 hr Assembly Rating, the thickness of material applied to each side of the steel beam web shall be13/16 in. (21 mm). For a 2 hr Assembly Rating, the min thickness of material applied to each side of the steel beam web shall be1-3/8 in. (35 mm). The min thickness of material applied to the bottom flange of the steel beam web shall be 1 in. (25 mm).GCP APPLIED TECHNOLOGIES INC — Type MK-6/HY3A. Spray-Applied Fire Resistive Material* — After installation of the J-shaped ceiling runner (Item 4A), steel beam to be sprayed withthe min thickness of material specified in the individual N700 Series Design. The material shall also lap onto and partially cover the 2 in. (51mm) leg of the J-shaped ceiling runner flanges. Additional material shall be applied to the web and bottom flange of the steel beam oneach side of the wall. For a 1 hr Assembly Rating, the thickness of material applied to each side of the steel beam web shall be11/16 in. (18 mm). For a 2 hr Assembly Rating, the min thickness of material applied to each side of the steel beam web shall be1-1/2 in. (38 mm). The min thickness of material applied to the bottom flange of the steel beam web shall be 1 in. (25 mm).ISOLATEK INTERNATIONAL — Type 300 or Type II4. Shaft Wall Assembly — The 1 or 2 hr fire rated shaft wall assembly shall be constructed of the materials and in the manner described inthe individual U400 or V400 Series Wall and Partition Design in the UL Fire Resistance Directory. The wall shall include the followingconstruction features:A. Floor, Ceiling and Wall Runners — "J"-shaped runner, 2-1/2 in. (64 mm) wide with unequal legs of 1 in. (25 mm) and 2 in. (51 mm),fabricated from min 24 MSG galv steel. Runners positioned with short leg toward finished side of wall. Runners attached to floor and wallswith steel fasteners spaced max 24 in. (610 mm) OC. Runners attached to steel beam (Item 2) with steel fasteners or welds spaced max 24in. (610 mm) OC.B. Steel Studs — "C-H"-shaped steel studs to be 2-1/2 in. (64 mm) wide and formed of min 25 MSG galv steel. Studs cut 1/2 to 3/4 in. (13to 19 mm) less in length than floor to steel beam height with bottom nesting in and resting on floor runner and with top nesting in ceilingrunner. Studs spaced 24 in. (610 mm) OC.C. Gypsum Board* — 1 in. (25 mm) thick by 24 in. (610 mm) wide gypsum liner panels as specified in the individual U400 or V400-SeriesWall and Partition Design. Panels cut 1 in. (25 mm) less in length than floor to steel beam height. Vertical edges inserted in "H"-shapedsection of "C-H" studs. Free edge of end panels at walls attached to long leg of "J" runner (Item 4A) with 1-5/8 in. (41 mm) long Type S steelscrews spaced max 12 in. (305 mm) OC.D. Gypsum Board* — Gypsum board sheets installed to a min total thickness of 5/8 in. (16 mm) and 1 in. (25 mm) on finished side of wallfor 1 hr and 2 hr fire rated assemblies, respectively. A max 5/8 in. (16 mm) gap shall be maintained between the top of the gypsum boardand the bottom surface of the protected steel beam. The screws attaching the gypsum board layers to the C-H studs shall be located 1 in.(25 mm) below the bottom of the ceiling runner (Item 4A). No gypsum board attachment screws are to penetrate the ceiling runner.The hourly fire rating of the joint system is equal to the hourly fire rating of the shaft wall.5. Joint System — Max separation between bottom of steel beam and top of liner panel (Item 5C) is 1 in. (25 mm). Max separationbetween bottom of protected steel beam and top of gypsum board sheets (Item 5D) at time of installation of joint system is 5/8 in. (16 mm).The joint system is designed to accommodate a maximum 25 percent compression or extension from its installed width on the finished side ofthe ceiling. The joint system consists of sealant and optional bond breaker tape, as follows:A. Bond Breaker Tape — (Optional, Not Shown) — Polyethylene tape supplied in rolls. Tape applied to flanges of ceiling runner (Item 5A)to prevent bonding of the sealant at points other than the top and bottom of the linear gap.B. Fill, Void or Cavity Material* - Sealant — Min 1 in. (25 mm) thickness of sealant to be installed to fill linear gap between top of gypsumliner panel (Item 5C) and top inside surface of ceiling runner (Item 5A) prior to installation of gypsum board sheets on finished side of wall.Additional material to be "domed" such that, prior to curing, it protrudes 3/8 to 1/2 in. (10 to 13 mm) beyond inside surface of liner panel andsuch that it laps minimum 1/2 in. (13 mm) onto surface of liner panels. Min 5/8 in. (16 mm) or 1 in. (25 mm) thickness of sealant to be installedto fill linear gap between top of gypsum board sheets (Item 5D) and bottom of protected steel beam on finished side of wall for 1 hr and 2hr fire ratings, respectively. Material to lap min 1/2 in. (13 mm) onto surface of gypsum board on finished side of wall.UNITED STATES GYPSUM CO — Type AS* Indicates such products shall bear the UL or cUL Certification Mark for jurisdictions employing the UL or cUL Certification(such as Canada), respectively.System No. HW-S-0009System No. HW-S-0009July 13, 2002Assembly Rating — 1 HrJoint Width — 1/2 In. Max1. Floor or Roof Assemblies — Min 3 in. thick lightweight (90 to 120 pcf) or 3-1/2 in. thick normal weight (145-155 pcf) concrete slab.2. Wall Assembly — Nonbearing 1 hr fire rated gypsum wallboard/steel stud assemblies constructed of the materials and in the manner describedin the individual U400 Series Wall and Partition Design in the UL Fire Resistance Directory, including the following construction features:A. Relief Runners — Two channel-shaped members, located along ceiling. Outer member 1-1/4 in. deep and 1/8 in. wider than inner member.Outer member 20 MSG galv steel, attached to ceiling with fasteners 24 in. OC. Inner member 1-1/4 in. deep, 25 MSG galv steel, inserted in outermember. Width of inner member to match width of stud.B. Studs — Studs attached to inner relief ceiling member by welds or with 1/2 in. long Type S-12 pan head, self-drilling, self-tapping steel screws, onboth sides of studs. Studs cut 3/4 in. shorter than assembly height.C. Gypsum Board* — Type, thickness and orientation as specified in the individual Wall and Partition Design. Wallboard attached to inner ceilingrunner (Item 2A) with 1 in. long Type S screws spaced 8 in. OC. Screws placed 1/4 in. from the lower edge of the legs of the inner ceiling runner.3. Joint System — The joint system consists of a forming material and a caulk as follows:A. Forming Material* — Nom 1 in. thick, 4 pcf mineral wool insulation, cut to a nom width to match the inside width of the outer relief ceilingmember (Item 2A).THERMAFIBER INC — Type SAFB. Fill, Void or Cavity Material* — Caulk — Min 1/2 in. thickness of caulk, installed on each side of the wall between the top edge of the wallboardand the bottom of the concrete floor.UNITED STATES GYPSUM CO — Type AS* Indicates such products shall bear the UL or cUL Certification Mark for jurisdictions employing the UL or cUL Certification (such asCanada), respectively.System No. HW-S-0035System No. HW-S-0035November 30, 1999Assembly Rating — 1 and 2 Hr. (See Items 1, 2 and 3)Joint Width — 1/2 in. Max1. Floor Assembly — The fire rated fluted steel deck/concrete floor assembly shall be constructed of the materials and in the manner describedin the individual Floor-Ceiling Design in the UL Fire Resistance Directory. The hourly rating of the floor assembly shall include the followingconstruction features:A. Steel Floor and Form Units* — Composite or noncomposite max 3 in. deep min 22 ga galv or phos/painted fluted units. Adjacent unitsbutton-punched or welded together a max 36 in. OC along side joints.B. Normal Weight or Lightweight Concrete — Min 2-1/2 in. thick concrete of type, density and compressive strength detailed for the specificFloor-Ceiling Design described in the Fire Resistance Directory.2. Wall Assembly — The 1 or 2 hr. bearing or non-bearing fire-rated gypsum wallboard/steel stud wall assembly shall be constructed of thematerials and in the manner specified in the individual U400-Series Wall and Partition Designs in the UL Fire Resistance Directory and shall includethe following construction features:A. Steel Floor And Ceiling Runners — Floor and ceiling runners of wall assembly shall consist of min 25 ga galv steel channels, sized toaccommodate steel studs (Item 2B). Runners to be provided with min 1 in. flanges. Runners secured to concrete with steel fasteners spaced max24 in. OC.B. Studs — Steel studs to be min 2-1/2 in. (non-bearing walls) or 3-1/2 in. (bearing walls) wide. Stud spacing not to exceed 24 in. OC.C. Gypsum Board* — Type, thickness and orientation as specified in the individual Wall and Partition Design. Secured as specified in the individualWall and Partition Design, except that a max 1/2 in. gap shall be maintained between the top edge of the wallboard and the bottom of the steel floorunits following the contour of the steel floor units.D. Batts and Blankets — (Not Shown) - When required, as specified in the individual Wall and Partition Design.3. Joint System — The hourly fire rating of the joint system is equal to the hourly fire rating of the wall. The joint system consists of a formingmaterial and a fill material as follows:A. Packing Material — Min 4.0 pcf mineral wool batt insulation, compressed a min of 25% into the flutes of the steel floor units between the topof the ceiling runner and bottom of the steel floor units. Thickness of insulation to be the width of the floor and ceiling runners.B. Fill, Void or Cavity Materials — Applied at a min thickness equal to the thickness of the gypsum wallboard face for both the 1 and 2 hr.Ratings. Fill material installed on each side of the ceiling runner between the top edge of the wallboard and the bottom of the steel floor units.UNITED STATES GYPSUM CO — Type AS* Indicates such products shall bear the UL or cUL Certification Mark for jurisdictions employing the UL or cUL Certification (suchas Canada), respectively.ISSUE FOR PRICING / BIDDING:DRAWN BY:AOR:The architectural works depictedherein are the sole property ofHumphreys & Partners UrbanArchitecture, L.P. and may not beconstructed or used without its expresswritten permission. No permission tomodify or reproduce any of thearchitectural works, including withoutlimitation the e construction of anybuilding, is expressed or should beimplied from delivery of preliminarydrawings or unsealed constructiondrawings. Permission to construct thebuilding depicted in sealedconstruction drawings is expresslyconditioned on the full and timelypayment of all fees otherwise dueHumphreys & Partners Architects, L.P.and, in the absence of any writtenagreement to the contrary, is limited toa one-time use One he site indicatedon these plans.HUMPHREYS & PARTNERSURBAN ARCHITECTURE, L.P.5339 ALPHA ROAD * SUITE 300* DALLAS, TX 75240T: (972) 701-9636 F: (972) 701-9639DALLAS * NEWPORT BEACH * NEW ORLEANS *ORLANDO * CHENNAI * MONTEVIDEOCopyright 2017 - Humphreys & Partners Urban Architecture, L.P.All Rights ReservedISSUE FOR PERMIT APPLICATION:ISSUE FOR CONSTRUCTION:DESIGNED BY:PLOT DATEwww.humphreys.comSHEET CONTENTSSHEET NUMBERSCALE---1" = 0'-1"A1.06fRATED JOINTSYSTEMSNEWMAN DEVELOPMENT GROUPCITY CENTREBH16077PERMIT ISSUE (07/10/2017)RBMCITHACA, NY07/10/201707/10/2017REVISION SCHEDULENO: DATE: DESCRIPTION: System No. CW-S-1001XHDG - Perimeter-fire-containment SystemsSystem No. CW-S-1001March 21, 2013F Rating — 2 HrT Rating — 1 HrIntegrity Rating — 2 HrInsulation Rating — 1 HrLinear Opening Width — 2-1/2 In. MaxDesign/System/Construction/Assembly Usage Disclaimer•Authorities Having Jurisdiction should be consulted in all cases as to the particular requirements covering the installation and use of ULCertified products, equipment, system, devices, and materials.•Authorities Having Jurisdiction should be consulted before construction.•Fire resistance assemblies and products are developed by the design submitter and have been investigated by UL for compliance withapplicable requirements. The published information cannot always address every construction nuance encountered in the field.•When field issues arise, it is recommended the first contact for assistance be the technical service staff provided by the productmanufacturer noted for the design. Users of fire resistance assemblies are advised to consult the general Guide Information for eachproduct category and each group of assemblies. The Guide Information includes specifics concerning alternate materials and alternatemethods of construction.•Only products which bear UL's Mark are considered Certified.1. Floor Assembly — Min 5 in. thick reinforced lightweight or normal weight (100-150 pcf) structural concrete. Perimeter of floor assemblyto be provided with min 4 by 4 by 1/4 in. thick cast-in-place structural steel angle for weld-attachment of stud mounting angles (Item 2A).2. Curtain Wall Assembly — The curtain wall assembly shall incorporate the following construction features:A. Mounting Angles — (Not Shown) — Min 4 in. long angles with one nom 4 in. leg for attachment to edge of floor assembly and with oneleg approx 2-1/2 to 3 in. longer than distance to interior face of steel studs. Angles to be formed of min 1/8 in. thick steel. Angles welded tocast-in-place structural steel angle at edge of floor assembly (Item 1) on one side of each steel stud (Item 2B) at each floor level. Top edge ofeach mounting angle to be recessed 1 to 2 in. below top surface of floor.B. Steel Studs — C-shaped studs formed from min 0.034 in. thick (20 ga) galv steel. The steel studs shall be 3-5/8 in. wide by 1-1/4 in.deep with 5/16 in. wide stiffening flanges. Studs spaced max 24 in. OC and welded, bolted or screwed to mounting angles (Item 2A) at eachfloor level. When cementitious backer units (Item 2E) are used for exterior sheathing, max stud spacing is 16 in. OC. Interior face of studs tobe max 2-1/2 in. from edge of floor assembly.C. Steel Struts — Short lengths of steel stud (Item 2B) used to brace each steel stud against lateral movement. One end of strut bolted,screwed or welded to steel stud beneath plane of floor assembly. Opposite end of strut anchored to underside of floor.D. Gypsum Board* — One layer of nom 5/8 in. thick, 48 in. wide gypsum sheathing installed to cover entire exterior surface of wall.Sheathing applied with joints centered over studs and secured to steel studs with min 1 in. long bugle head steel screws spaced max 8 in.OC along the edges and max 12 in. OC in the field of each sheet.See Gypsum Board (CKNX) category for names of Classified Companies and product types.E. Cementitious Backer Units* — As an alternate to the gypsum board sheathing (Item 2D), 1/2 in. or 5/8 in. thick square-edge boardsattached to studs with 1-1/4 in. long corrosion resistant self-tapping wafer-head steel screws spaced 6 in OC. Joints covered with glass fibermesh tape.UNITED STATES GYPSUM CO — Type DCBF. Curtain Wall Insulation* — Min 3 in. thick mineral wool batt insulation, unfaced or faced on one side with aluminum foil/scrim vaporretarder, supplied in nom 24 in. wide batts. Insulation batts installed to completely fill all stud cavities of curtain wall above the top of the fillmaterial (Item 3C) and below the forming material (Item 3B). Insulation batts to be friction-fitted between studs with adjoining lenghts of batttightly butted.THERMAFIBER INC — FIRESPAN 90G. Gypsum Board* — One layer of nom 5/8 in. thick, 48 in. wide gypsum board applied with joints centered over studs. Gypsum boardsecured to steel studs on interior surface of curtain wall with min 1 in. long bugle head steel screws spaced max 8 in. OC along the edgesand max 12 in. OC in the field of each sheet. Gypsum board installed to cover entire interior surface of wall above the top of the fill material(Item 3C) and below the forming material (Item 3B).See Gypsum Board (CKNX) category for names of Classified Companies and product types.H. Siding, Brick or Stucco — Aluminum siding, steel siding, brick veneer or stucco attached to studs over gypsum sheathing orcementitious backer units and meeting the requirements of local code agencies. Brick veneer wall attached to studs with corrugated metalwall ties attached to each stud with steel screws.3. Perimeter Fire Containment System — The perimeter fire containment system shall incorporated the following construction features:A. Support Clips — Z-shaped clips formed from 1 in. wide strips of 20 ga galv steel. Clips to be 3 in. high with 2 in. and 3 in. upper andlower horizontal legs, respectively. The 3 in. horizontal leg is to be impaled into edge of forming material (Item 3B) at its middepth and the 2in. horizontal leg is to rest on top surface of floor. Support clips to be located 3 in. from each side of each stud (Item 2B) along perimeter offloor assembly.B. Forming Material* — Nom 4 in. thick, nom 4 pcf density mineral wool batt insulation. Batt sections to be cut to a width 1/2 in. to 1 in.greater than the width of the gap between the gypsum sheathing and the edge of the concrete floor and compression-fitted into the perimeterjoint such that its top surface is recessed 1 in. from top surface of floor assembly. Length of batt to be equal to on center spacing of steelstuds such that it is friction-fitted between studs and mounting angles without seams. Additional pieces of mineral wool batt to be stuffed intocavity of each steel stud throughout the thickness of the forming material.THERMAFIBER INC — SAFC. Fill, Void or Cavity Material* — Min 1 in. thickness of fill material installed atop forming material, flush with top surface of floorassembly. Dry mix or ready-mix material. Dry mix material mixed with water in accordance with the accompanying installationinstructions.UNITED STATES GYPSUM CO — FC, RFC* Indicates such products shall bear the UL or cUL Certification Mark for jurisdictions employing the UL or cUL Certification(such as Canada), respectively.System No. CW-S-2002XHDG - Perimeter-fire-containment SystemsSystem No. CW-S-2002January 28, 2008F Rating — 2 HrT Rating — 3/4 HrIntegrity Rating — 2 HrInsulation Rating — 3/4 HrLinear Opening Width — 8 In. MaxDesign/System/Construction/Assembly Usage Disclaimer•Authorities Having Jurisdiction should be consulted in all cases as to the particular requirements covering the installation and use of ULCertified products, equipment, system, devices, and materials.•Authorities Having Jurisdiction should be consulted before construction.•Fire resistance assemblies and products are developed by the design submitter and have been investigated by UL for compliance withapplicable requirements. The published information cannot always address every construction nuance encountered in the field.•When field issues arise, it is recommended the first contact for assistance be the technical service staff provided by the productmanufacturer noted for the design. Users of fire resistance assemblies are advised to consult the general Guide Information for eachproduct category and each group of assemblies. The Guide Information includes specifics concerning alternate materials and alternatemethods of construction.•Only products which bear UL's Mark are considered Certified.1. Floor Assembly — Min 5 in. thick reinforced lightweight or normal weight (100-150 pcf) structural concrete. Perimeter of floor assemblyto be provided with min 4 by 4 by 1/4 in. thick cast-in-place structural steel angle for weld-attachment of mullion mounting angles (Item 2A).2. Curtain Wall Assembly — The curtain wall assembly shall incorporate the following construction features:A. Mullion Mounting Angles — Min 5 in. long angles with one nom 4 in. leg for attachment to edge of floor assembly and with one legapprox 2 in. longer than distance to nearest face of mullion. Angles to be formed of min 1/4 in. thick steel. Angles welded to steel angle atedge of floor assembly (Item 1) on each side of vertical mullion (Item 2B) at each floor level. Top edge of each angle to be recessed 1 to 2in. below top surface of floor.B. Framing — The rectangular tubing mullions (vertical members) and transoms (horizontal members) shall be minimum 2-1/2 in. wideby 4-1/2 in. deep and shall be formed from min 0.100 in. thick aluminum. Mullions spaced max 60 in. OC and secured to steel mountingangles (Item 2A) at each floor level with two 3/8-16 by 4 in. long hex head steel bolts in conjuction with anchor sleeves. Interior face ofmullions to be max 8 in. from edge of floor assembly. Transoms to be spaced min 72 in. OC. Transom above perimeter joint system to belocated such that its bottom surface is at a height of 33 in. above the top surface of the floor (Item 1).C. Spandrel Panels — Min 1/8 in. thick aluminum panels with 1/4 in. thick edges. Each panel secured in position with aluminum retainersin conjuction with glazing gaskets and steel screws.D. Impaling Pins — Min 4-1/2 in. long 12 gauge steel pins swaged to nom 2 by 2 by 2 in. long galv steel angle. Steel angle screw-attached to mullions and transoms with No. 12 steel screws. Impaling pins to be located in each corner and spaced max 12 in. OC aroundperimeter of each spandrel panel. Leg of steel angle provided with impaling pin to be recessed 2 in. from interior face of framing such thatcurtain wall insulation (Item 2E) is flush with interior face of framing.E. Curtain Wall Insulation* — Min 2 in. thick mineral wool batt insulation, unfaced or faced on one side with aluminum foil/scrim vaporretarder, supplied in nom 36 in. wide batts. Insulation batts installed over entire interior surface of curtain wall. Insulation batts to be installedwith no vertical seams and with horizontal seams spaced min 36 in. OC. Insulation panels tightly-fitted between vertical mullions andimpaled on pins (Item 2D), flush with interior surface of framing, and secured in position with min 1-1/2 in. diam steel clinch shields. Thehorizontal seam between insulation panels shall be located 3 in. below the top plane of the floor at each floor level.THERMAFIBER INC — FIRESPAN 90F. Stiff Back Angle — Nom 1-1/2 by 1-1/2 in. angle formed of min 20 gauge galv steel to be installed to stiffen curtain wall insulationbetween vertical mullions at safing joint. Ends of stiff back angle secured to angle attachment clips (Item 2G) with steel screws. Horizontalleg of stiff back angle to be located at midheight of forming material (Item 3B). Vertical leg of stiff back angle to be recessed from interior faceof mullion to accommodate thickness of curtain wall insulation (Item 2E) .G Angle Attachment Clip — Nom 1-1/2 by 1-1/2 by 1-1/2 in. long angle formed of min 20 gauge galv steel. Angle attachment clipswelded or screw-attached to mullion mounting angles (Item 2A) for attachment of stiff back angles (Item 2F) .H. Framing Covers — Curtain Wall Insulation* — Min 8 in. wide strips cut from the same nom 2 in. thick mineral wool batt insulationused for the curtain wall insulation (Item 2E). Framing covers to be centered over mullions and transoms and impaled on the same pinsused to secure the curtain wall insulation and secured in position with steel clinch shields.THERMAFIBER INC — FIRESPAN 90I. Light Gauge Framing* - Spiral Anchor — (Not Shown) - As an alternate to the impaling pins (Item 2D), galv steel wire spiral anchorsmay be used to secure the framing covers (Item 2H) to the curtain wall insulation (Item 2E) on each side of the mullion. Nom length of spiralanchors to be equal to thickness of curtain wall insulation plus thickness of framing cover. Spiral anchors driven through mullion coversand into curtain wall insulation and spaced max 12 in. OC.THERMAFIBER INC3. Perimeter Fire Containment System — The perimeter fire containment system shall incorporate the following construction features:A. Support Clips — Z-shaped clips formed from 1 in. wide strips of 20 ga galv steel. Clips to be 3 in. high with 2 in. and 3 in. upper andlower horizontal legs, respectively. The 3 in. horizontal leg is to be impaled into edge of forming material (Item 3B) at its middepth and the 2in. horizontal leg is to rest on top surface of floor. Safing clips to be located adjacent to mullion mounting angles (Item 2A) and spaced max12 in. OC along perimeter of floor assembly.B. Forming Material* — Nom 4 in. thick, nom 4 pcf density mineral wool batt insulation. Batt sections to be cut to a width approx 25percent greater than width of perimeter joint and compression-fitted into perimeter joint such that its top surface is recessed 1 in. from topsurface of floor assembly. Length of batt to be equal to on center spacing of mullions such that it is friction-fitted between mullions withoutseams. Additional pieces of forming material to be friction-fitted into spaces between mullion mounting angles at each mullion location.THERMAFIBER INC — SAFC. Fill, Void or Cavity Material* — Min 1 in. thickness of fill material installed atop forming material, flush with top surface of floorassembly. Dry mix or ready-mix material. Dry mix material mixed with water in accordance with the accompanying installationinstructions.UNITED STATES GYPSUM CO — FC, RFC* Indicates such products shall bear the UL or cUL Certification Mark for jurisdictions employing the UL or cUL Certification(such as Canada), respectively.ISSUE FOR PRICING / BIDDING:DRAWN BY:AOR:The architectural works depictedherein are the sole property ofHumphreys & Partners UrbanArchitecture, L.P. and may not beconstructed or used without its expresswritten permission. No permission tomodify or reproduce any of thearchitectural works, including withoutlimitation the e construction of anybuilding, is expressed or should beimplied from delivery of preliminarydrawings or unsealed constructiondrawings. Permission to construct thebuilding depicted in sealedconstruction drawings is expresslyconditioned on the full and timelypayment of all fees otherwise dueHumphreys & Partners Architects, L.P.and, in the absence of any writtenagreement to the contrary, is limited toa one-time use One he site indicatedon these plans.HUMPHREYS & PARTNERSURBAN ARCHITECTURE, L.P.5339 ALPHA ROAD * SUITE 300* DALLAS, TX 75240T: (972) 701-9636 F: (972) 701-9639DALLAS * NEWPORT BEACH * NEW ORLEANS *ORLANDO * CHENNAI * MONTEVIDEOCopyright 2017 - Humphreys & Partners Urban Architecture, L.P.All Rights ReservedISSUE FOR PERMIT APPLICATION:ISSUE FOR CONSTRUCTION:DESIGNED BY:PLOT DATEwww.humphreys.comSHEET CONTENTSSHEET NUMBERSCALE---1" = 0'-1"A1.06gRATED JOINTSYSTEMSNEWMAN DEVELOPMENT GROUPCITY CENTREBH16077PERMIT ISSUE (07/10/2017)RBMCITHACA, NY07/10/201707/10/2017REVISION SCHEDULENO: DATE: DESCRIPTION: 2ELECTRICAL PENETRATIONS AT DEMISING ASSEMBLYSCALE = 1-1/2"=1'-0"4PLUMBING PENETRATIONS AT DEMISING ASSEMBLYSCALE = 1-1/2"=1'-0"5PLUMBING PENETRATION AT DEMISING FLOOR ASSEMBLYSCALE = 1-1/2"=1'-0"6PIPE SUPPORT AT SILL PLATE AND DEMISING ASSEMBLYSCALE = N.T.S.7PIPE PENETRATIONS AT SILL PLATE AND DEMISING WALLSCALE = N.T.S.8LIGHT FIXTURE CONNECTION AT DEMISING ASSEMBLYSCALE = 1-1/2"=1'-0"9DISHWASHER INSTALLATIONSCALE = 1-1/2"=1'-0"10FURRDOWN AT DEMISING FLOOR/CEILING ASSEMBLYSCALE = 1-1/2"=1'-0" PREFERRED INSTALLATION11INTERSECTION AT EXT. WALL AT DBL. LAYER STUD WALLSCALE = 1-1/2"=1'-0" INTERSECTION AT INTERIOR WALL IS SIMILAR3ELECTRICAL OUTLET AT DEMISING WALLSSCALE = N.T.S.1RESILIENT FURRING CHANNEL INSTALLATIONSCALE = N.T.S. WHEN PART OF THE ASSEMBLY24" MIN.NOTES:1. LIGHT SWITCHES AND OUTLETS SHOULD BE OFFSET AT LEAST 24".2. SOUND INSULATION SHOULD EXTEND BEHIND ELECTRICAL OUTLETS.NOTE:1. LIMIT INSTALLATION OF RECESSED CANS TO FURR DOWNLOCATIONS AT UNIT SEPARATIONS TO AVOID COMPROMISINGFIRE AND SOUND RATINGS.DISHWASHERWHERE GYP BD. IS SUPPORTED ONRESILIENT CHANNELS, FASTENFURRING TO RESILIENT CHANNELWITHOUT CONTACTING THE FRAMINGBENEATH.SOUND CONTROL NOTES FOR MULTI-FAMILY HOUSINGTHESE NOTES AND DETAILS DESCRIBE THE ACOUSTICAL ELEMENTS OF ASSEMBLIES THAT MUST COMPLY WITH THE STC/ICCREQUIREMENTS OF THE BUILDING CODE. THEY MAY NOT BE REQUIRED AT EVERY ASSEMBLY IN THE PROJECT. NON-RATEDASSEMBLIES AND ASSEMBLIES THAT DO NOT SEPARATE OCCUPANCIES, DWELLING UNITS, AND/OR COMMON AREAS FROMEACH OTHER WOULD BE EXEMPT, UNLESS OTHERWISE NOTED. THESE REQUIREMENTS SHALL BE FOLLOWED INCONJUNCTION WITH THE RATED ASSEMBLY SHEETS, ALL DETAILS, AND SPECIFICATIONS TO MAINTAIN BOTH SOUNDCONTROL AND REQUIRED FIRE RATINGS. ADVISE THE ARCHITECT IMMEDIATELY, IN WRITING, IF ANY INCONSISTENCIES ORDISCREPANCIES EXIST PRIOR TO THE START OF CONSTRUCTION.DEFINITIONS:SOUND TRANSMISSION CLASS (STC): A SINGLE NUMBER RATING FOR EVALUATING EFFICIENCY OF CONSTRUCTIONS INISOLATING AIRBORNE SOUND TRANSMISSION. THE HIGHER THE STC RATING THE MORE EFFICIENT THE CONSTRUCTION.STC MEASURES THE ABILITY OF A WALL OR FLOOR ASSEMBLY TO ISOLATE AIRBORNE SOUND AND PREVENT IT FROMPASSING FROM ONE SIDE TO THE OTHER. THE MINIMUM INTERNATIONAL BUILDING CODE REQUIREMENT IS 50 STC, PERASTM E90.IMPACT INSULATION CLASS (IIC): A SINGLE NUMBER RATING DEVELOPED BY THE FEDERAL HOUSING ADMINISTRATION TOESTIMATE THE IMPACT SOUND ISOLATION PERFORMANCE OF FLOOR/CEILING SYSTEMS. IIC MEASURES THE ABILITY OF AFLOOR/CEILING ASSEMBLY TO ISOLATE SOUND TRANSMITTED FROM FOOTFALL AND OTHER IMPACT SOURCES THROUGH THEBUILDING STRUCTURE. THE MINIMUM INTERNATIONAL BUILDING CODE REQUIREMENT IS 50 IIC, PER ASTM E492.AIRBORNE SOUND: SOUND, PRODUCED BY VIBRATING SOURCES THAT RADIATE SOUND DIRECTLY INTO THE AIR, WHICH ISTRANSMITTED THROUGH AIR AS A MEDIUM RATHER THAN THROUGH SOLIDS OR THE STRUCTURE OF THE BUILDING.FLANKING PATHS: A WALL OR FLOOR/CEILING CONSTRUCTION THAT PERMITS SOUND TO BE TRANSMITTED ALONG ITSSURFACE; OR ANY OPENING WHICH PERMITS DIRECT TRANSMISSION OF SOUND THROUGH THE AIR. THIS TYPICALLYOCCURS AT SMALL GAPS AND OPENINGS AROUND DOORS, TOP AND BOTTOM PLATES, ELECTRICAL BOXES, AND CONDUITAND HVAC DUCTING WHICH ALLOW SOUND TO PASS THROUGH IF ACOUSTICAL SEALANT IS NOT USED. ALSO REFERRED TOAS "LEAKING PATHS".A. MECHANICAL, ELECTRICAL, PLUMBING1. METAL VENTILATING AND CONDITIONING AIR DUCTS LOCATED IN DEMISING ASSEMBLIES ARE TO BE LINED.2. WIRE EACH APARTMENT AS A UNIT; AVOID PENETRATION OF WALLS OR FLOORS BETWEEN APARTMENTS.3. CAULK HOLES (MADE BY WIRING) THAT PENETRATE DEMISING ASSEMBLIES; USE ELASTIC, NON-HARDENING CAULK OR DRYPACKING.4. CONNECT VIBRATING EQUIPMENT WITH FLEXIBLE WIRING THAT SITS ON OR IS CONNECTED TO DEMISING ASSEMBLIES.5. CUT HOLES IN DEMISING ASSEMBLIES NEATLY TO REDUCE LEAKS.6. MAKE SURE ELECTRICAL OUTLETS ARE AIRTIGHT BY USING ELASTIC NON-HARDENING SEALANT IN DEMISING ASSEMBLIES.7. ELECTRICAL OUTLET BOXES IN OPPOSITE FACES OF DEMISING WALLS SHALL BE SEPARATED HORIZONTALLY BY 24"MINIMUM. BACK AND SIDES OF BOXES SHALL BE SEALED WITH 1/8" RESILIENT SEALANT. IF IT IS IMPOSSIBLE TO OFFSETELECTRICAL OUTLETS, THEN INCREASE THE MASS OF THE BOX BY USING A PUTTY PACK. TV, TELEPHONE, AND INTERCOMOUTLETS MUST BE INSTALLED ACCORDINGLY. INSTALL PHONES, DOORBELLS, INTERCOMS, AND OTHER NOISE MAKINGEQUIPMENT ON INSULATED INTERIOR WALLS ONLY - NEVER ON DEMISING WALLS.8. FIT INSULATION BEHIND THE ELECTRICAL BOXES LOCATED IN DEMISING ASSEMBLIES.9. ENSURE THAT OPENINGS AROUND BOXES LOCATED IN DEMISING ASSEMBLIES ARE SEALED AIR TIGHT.10. INSTALL RECESSED LIGHT FIXTURES IN FURR DOWN LOCATIONS ONLY.11. ISOLATE PIPING FROM STRUCTURES WITH RESILIENT PADS AND SLEEVES, THEN SEAL FOR AIR TIGHTNESS.12. IF WATER HAMMER IS EVIDENT AT OR BEFORE THE TIME OF SUBSTANTIAL COMPLETION, PROVIDE AIR CHAMBERS TOELIMINATE WATER HAMMER DUE TO ABRUPT STOPPING OF FLOWING WATER.13. CAULK ALL OPENINGS MADE IN DEMISING WALLS, FLOORS AND FRAMING FOR SUPPLY AND DRAIN LINES.14. WATER CLOSETS TO BE RESILIENTLY MOUNTED WHEN SERVED BY DRAINS OR VENTS WHICH ARE INSTALLED WITHINDEMISING ASSEMBLIES.15. ALL RIGID CONDUIT, DUCTS, PLUMBING PIPES AND APPLIANCE VENTS LOCATED IN DEMISING ASSEMBLIES SHALL BEISOLATED FROM THE BUILDING CONSTRUCTION AT POINTS OF CONTACT BY MEANS OF RESILIENT SLEEVES, MOUNTS ORMINIMUM 1/4" THICK APPROVED RESILIENT MATERIAL.B. MEDICINE CABINETS1. SEPARATE OR SURFACE MOUNT MEDICINE CABINETS MOUNTED ON DEMISING ASSEMBLIES OR INSTALL MEDICINECABINETS ON INTERIOR PARTITIONS.2. INSULATE BEHIND MEDICINE CABINETS WHEN INSTALLED ON DEMISING ASSEMBLIES.C. PERIMETER SEALING1. AT GROUND FLOOR LOCATIONS ON CONCRETE SLABS, INSTALL PLATES OF DEMISING ASSEMBLIES ON SILL SEALERS; RUNWALL FINISH TO FLOOR WHERE POSSIBLE AND CAULK AIRTIGHT ON BOTH SIDES.2. AT ELEVATED FLOOR LOCATIONS ON PLYWOOD DECKING, INSTALL SOUND BREAK MATERIAL BETWEEN SILL PLATES ANDGYPSUM UNDERLAYMENT AND CAULK AIRTIGHT ON BOTH SIDES UNLESS INSTALLED PER DETAIL 14.3. USE A NON-HARDENING, PERMANENTLY RESILIENT ACOUSTIC SEALANT SUCH AS A BUTYL RUBBER-BASED COMPOUND ONBOTH SIDES OF THE DEMISING ASSEMBLY.4. USE JOINT TAPE AT JOINT LOCATIONS.5. FULLY SEAL THE LATCH SET ON ALL UNIT ENTRY DOORS.6. THE FOLLOWING LOCATIONS REQUIRE ACOUSTIC SEALING ALSO:A. TOP AND BOTTOM PLATE PENETRATIONS BY PLUMBING AND ELECTRICALB. TUB/SHOWER ON OUTSIDE OR ATTIC WALLC. TUB/SHOWER DRAIN LINE.D. WINDOW AND DOOR ROUGH OPENINGSE. GAPS BETWEEN EXTERIOR WALL FRAMING MEMBERS GREATER THAN 1/4".F. BAND JOIST EXPOSED TO EXTERIOR - EXTERIOR SHEATHING WITH WRB MEETS THIS REQUIRMENT, PROVIDED ALLPENETRATIONS THROUGH THE BARRIER ARE SEALED PROPERLY.G. BAND AREA EXPOSED TO UNCONDIOTIONED SPACE - EXTERIOR SHEATHING WITH WRB MEETS THIS REQUIRMENT,PROVIDED ALL PENETRATIONS THROUGH THE AIR BARRIER ARE SEALED PROPERLY.H. BAND AREA BETWEEN FLOORS, CONDITIONED SPACE AND ATTIC - EXTERIOR SHEATHING WITH WRB MEETSTHIS REQUIRMENT, PROVIDED ALL PENETRATIONS THROUGH THE AIR BARRIER ARE SEALED PROPERLY.I. SEAM BETWEEN RIGID EXTERIOR SHEATHING - WRB MEETS THIS REQUIRMENT, PROVIDED ALL PENETRATIONSTHROUGH THE AIR BARRIER ARE SEALED PROPERLY.J. EXTERIOR WALL PENENTRATIONS FOR REFRIGERATION LINES, CONDENSATE LINES, ETC.K. ATTIC SCUTTLE HOLESL. MECHANICAL EQUIPMENT AND DUCTWORK CHASES IN ATTICS, CRAWLSPACESM. CEILING MOUNTED RECESSSED LIGHTS, FANS, SPEAKERS, ETC. SEALED TO DRYWALLN. CEILING/CRAWLSPACE HVAC BOOTS SEALED TO DRYWALLD. FURR DOWNS1. INSTALL GYPSUM BOARD CONTINUOUSLY BEHIND FURR DOWNS.2. ATTACH FURR DOWN FRAMING TO RESILIENT CHANNELS WITHOUT CONTACTING THE WOOD FRAMING BENEATH.3. PROVIDE FIREBLOCKING IN 1" AIRSPACE EXTENDING FROM THE BOTTOM WALL PLATE OF THE HIGHER FLOOR ASSEMBLYTO THE TOP PLATE OF THE LOWER FLOOR ASSEMBLY.4. GYPSUM BOARD MUST BE INSTALLED CONTINUOUSLY BEHIND THE FURR DOWN TO MAINTAIN THE FIRE SEPARATION ANDTO PROVIDE REQUIRED FIREBLOCKING OF THE FURR DOWN.5. SERVICES ARE TO BE HUNG FROM RESILIENT MOUNTS ATTACHED TO THE WALL FRAME. ALL ELECTRICAL PENETRATIONSARE TO BE TIGHTLY FITTED OR SEALED.E. STAIRS1. STAIR STRINGERS MUST BE SUPPORTED INDEPENDENTLY AND NOT ATTACHED TO DEMISING WALLS. REF. STRUCTURALDRAWINGS.F. INSTALLATION INFORMATION1. BOTTOM PLATE: APPLY A CONTINUOUS 3/8" ROUND BEAD OF SEALANT AT EACH SIDE OF THE BOTTOM PLATE BEFORESETTING GYPSUM BOARD UNLESS INSTALLED PER DETAIL 14. GYPSUM BOARD SHALL BE SET INTO SEALANT TO FORMCOMPLETE CONTACT WTIH ADJACENT MATERIALS. DO NOT ALLOW THE GYPSUM BOARD TO SET DIRECTLY ON THE FLOOR.2. TOP PLATE: APPLY SEALANT AT TOP OF GYPSUM BOARD INTO THE JOINT TO PROVIDE FULL CONTACT BETWEEN THEBOARD AND THE STRUCTURE ABOVE.3. CUT-OUTS AND PERIMETER JOINTS: BACKS OF ELECTRICAL BOXES, PIPES, DUCT SYSTEMS, AND OTHER TYPES OF UTILITYEQUIPMENT PENETRATING WALL SURFACES OF DEMISING ASSEMBLIES ARE TO BE BUTTERED WITH SEALANT. ALL JOINTS ATPERIMETER EDGES INCLUDING ABUTTING SURFACES AND CORNER JOINTS FORMED BY COMPONENTS SHALL BE SEALEDWITH SEALANT.4. BATTS MAY BE FRICTION-FIT IN PLACE UNTIL THE INTERIOR FINISH IS APPLIED. INSTALL BATTS TO FILL ENTIRE STUDCAVITY. IF STUD CAVITY IS LESS THAN 96" IN HEIGHT, CUT LENGTHS TO FRICTION-FIT AGAINST FLOOR AND CEILINGFRAMING/TRACKS. WALLS WITH PENETRATIONS REQUIRE THAT INSULATION BE CAREFULLY CUT TO FIT AROUND OUTLETS,JUNCTION BOXES, AND OTHER IRREGULARITIES. WHERE INSULATION MUST EXTEND HIGHER THAN 8 FEET, SUPPLEMENTARYSUPPORT SHOULD BE INSTALLED TO HOLD INSULATION IN PLACE UNTIL THE INTERIOR FINISH IS APPLIED.G. ACOUSTICAL SEALANT1. SEAL ALL PENETRATIONS, THROUGH ACOUSTICAL ASSEMBLIES, EXCEPT FOR PENETRATIONS IN FIRE RATEDCONSTRUCTION TO RECEIVE FIRESTOPPING. THIS INCLUDES PENETRATIONS INCLUDING BUT NOT LIMITED TO ELECTRICALRECEPTACLE BOXES, LIGHT FIXTURES, SPRINKLER HEADS, DUCTWORK, PIPE, ETC.2. REFER TO ASTM C 919,STANDARD PRACTICE FOR USE OF SEALANTS IN ACOUSTICAL APPLICATIONS FOR THE PROPERUSE OF ACOUSTICAL CAULK. THIS STANDARD DETAILS A WALL SYSTEM, EXAMPLE-RATED AT STC 53, THAT ACHIEVES AN STCOF 29 WHEN IMPROPERLY CAULKED. FAILING TO CAULK THE SYSTEM CLEARLY EQUATES TO A FAILURE TO BUILD ANACOUSTICAL WALL.3. WHEN THERE ARE TWO LAYERS OF WALLBOARD, IT NEED ONLY BE APPLIED TO ONE OF THE LAYERS.4. WHEN SELECTING AN ACOUSTICAL SEALANT, IT SHOULD REMAIN RESILIENT (I.E. A NON-DRYING, NON-HARDENING, ORNON-SKINNING SEALANT). TAPING IS NOT AN ACCEPTABLE SOLUTION.H. RESILIENT CHANNELSANY CONTACT OF GYPSUM BOARD SCREWS TO THE STUDS OR JOISTS AS THE GYPSUM BOARD IS ATTACHED TO THERESILIENT CHANNELS CAN SIGNIFICANTLY INCREASE SOUND TRANSMISSION THROUGH THE ASSEMBLY AND REDUCE THEEFFECTIVENESS OF THE RESILIENT CHANNELS.I. OTHER REFERENCES1. FIRE AND SOUND CONTROL IN WOOD-FRAME MULTI-FAMILY BUILDINGS: BEST PRACTICE GUIDE BUILDING TECHNOLOGY,NATIONAL RESEARCH COUNCIL OF CANADA.2. ASTM C919,STANDARD PRACTICE FOR USE OF SEALANTS IN ACOUSTICAL APPLICATIONS FOR THE PROPER USE OFACOUSTICAL CAULK.3. FIRE RESISTENCE DESIGN MANUAL, 17TH EDITION, GYPSUM ASSOCIATION.4. ACOUSTICAL WALL INSULATION DESIGN GUIDE, OWENS CORNING.5. SOUND CONTROL FOR COMMERCIAL AND RESIDENTIAL BUILDINGS, NORTH AMERICA INSULATION MANUFACTURERSASSOCIATION.6. LEVELROCK FLOOR UNDERLAYMENT SOUND SOLUTIONS, USG.7. NOISE-RATED SYSTEMS, APA: THE ENGINEERED WOOD ASSOCIATION.8. BUILDING A BETTER WALL: THE ELEMENTS OF GOOD ACOUSTICS, ARTICLE BY WILLIAM STEWART PUBLISHED IN "THECONSTRUCTION SPECIFIER" IN JULY 2005.J. NOTICE: ASTM E497,STANDARD PRACTICE FOR INSTALLING SOUND-ISOLATING LIGHTWEIGHT PARTITIONS, WASWITHDRAWN WITHOUT REPLACEMENT EFFECTIVE 2008. PLEASE DISREGARD ANY MENTION OF THIS STANDARD IF FOUND INREFERENCED MATERIALS LISTED IN SECTION I.NOTE: PROVIDE FIRE RESISTIVEPUTTY PAD AT ALL FACES OFOUTLET BOXES IN RATED UNITDEMISING WALLSAPPLY ACOUSTIC SEALANT ATGAPBETWEEN DRYWALL CUT ANDELECTRICAL BOX AT ALLINSULATED UNIT WALLSPERIMETER OF NEATOPENING CUTINSTALLED OUTLETFACE OF GYPSUM BD(CUTAWAY FOR CLARITY)OUTLET COVER1-HR. RATED ELECTRICAL OUTLET WITH ACOUSTIC SEALANT AROUNDTHE PERIMETER. ADD PUTTY PACKS IF UNABLE TO STAGGEROPPOSING OUTLETS 24" APARTINSULATE STUD SPACES5/8" TYPE "X" GYP. BD. EA. SIDE1-HR.FIRE RATED '1' EXPANDINGSEALANT @ PIPE PENETRATIONSACOUSTICALSEALANTGYP BDACOUSTICALSEALANTVENTREFER TO LIGHTINGSCHEDULE FORACTUAL DESIGNSEAL BOXES AIR TIGHTWITH ACOUSTICAL SEALANT(LATEX RUBBER COMPOUND)ACOUSTICAL SEALANT ONLYWHEN DISHWASHER IS PLACEDAGAINST DEMISING ASSEMBLYOPTIONAL ISOLATION MOUNTSFLEXIBLE LOOP DRAPES IN POSITIONFASTEN TO MTL FRAMINGFURR DOWN CONCEALING MECHANICALCONT. GYP BD. BEHINDFURR DOWN, MAINTAININGCONT. RATED ASSEMBLYACOUSTICSEALANTDROPPED GYPBD. CEILINGJOINT (TAPE &COMPOUND)ACOUSTICALSEALANTGYP BD.INSULATION SHEATHING AIR BARRIEREXTERIOR WALL FINISHNOTE: WATER CLOSETS TO BE RESILIENTLY MOUNTED WHEN SERVED BYDRAINS OR VENTS WHICH ARE INSTALLED WITHIN DEMISING ASSEMBLIES.FLOOR / CEILING RE: SCHEDULEWATER CLOSETFILL THE GAP BETWEEN THE EDGES OFTHE FLOOR PENETRATION AND THEWATER CLOSET FLANGE WITH ACOUSTICSEALANTFLR. FRAMING REF. STRUCT.2 LAYERS OF R-13 BATT INSUL.IN PIPE CAVITYRESILIENT CHANNEL SPACINGPER UL ASSEMBLYINSTALL ALL REMAINING CHANNELSWITH STUD LEG DOWNCOLD FORMED MTL FRAMINGRE: WALL SCHEDULE; REF. STRUCT.GYPSUM BOARD SUBSTRATERE: WALL SCHEDULEINSTALL LOWEST CHANNELWITH STUD LEG UPCFMF BASE; REF. STRUCT.NOTE: FASTENER MUST NOT COME INTO CONTACT WITH WALL FRAMINGSECTION VIEWPLAN VIEWACOUSTICAL SEALANTJOINT (TAPE &COMPOUND)CEILING GYP BD.GYP BD.PLAN VIEWPLAN VIEWCONTINUOUS ACOUSTIC SEALANTNOTE:THIS SHEET DEPICTS TYPICAL CONDITIONS AND IS NOT INTENDED TO OVERRIDE OTHERAPPLICABLE CODES. IN THE CASE OF A DISCREPANCY, CONTRACTOR TO NOTIFY ARCHITECTIMMEDIATELY FOR RESOLUTION.FLOOR STRUCTUREINSULATIONAS PER ULASSEMBLYRESILIENT PADRESILIENT PIPE INSULATIONRESILIENT PIPE INSULATIONCONC. TOPPING SLAB OVERMTL DECK; PER ASSEMBLYFLOOR STRUCTUREFURRING CHANNEL ONCEILING HANGERFELT STRIP (OR OTHERWATER-RESISTANT MATERIALSUCH AS SELF-ADHEREDFLASHING, ACOUSTICAL MATMATERIAL, ETC.) INSTALLEDVERTICALLY BETWEENUNDERLAYMENT AND GYP BD.TO PREVENT WICKING OFMOISTUREEXTEND GYP BOARD ASCLOSE TO SLAB AS POSSIBLEISSUE FOR PRICING / BIDDING:DRAWN BY:AOR:The architectural works depictedherein are the sole property ofHumphreys & Partners UrbanArchitecture, L.P. and may not beconstructed or used without its expresswritten permission. No permission tomodify or reproduce any of thearchitectural works, including withoutlimitation the e construction of anybuilding, is expressed or should beimplied from delivery of preliminarydrawings or unsealed constructiondrawings. Permission to construct thebuilding depicted in sealedconstruction drawings is expresslyconditioned on the full and timelypayment of all fees otherwise dueHumphreys & Partners Architects, L.P.and, in the absence of any writtenagreement to the contrary, is limited toa one-time use One he site indicatedon these plans.HUMPHREYS & PARTNERSURBAN ARCHITECTURE, L.P.5339 ALPHA ROAD * SUITE 300* DALLAS, TX 75240T: (972) 701-9636 F: (972) 701-9639DALLAS * NEWPORT BEACH * NEW ORLEANS *ORLANDO * CHENNAI * MONTEVIDEOCopyright 2017 - Humphreys & Partners Urban Architecture, L.P.All Rights ReservedISSUE FOR PERMIT APPLICATION:ISSUE FOR CONSTRUCTION:DESIGNED BY:PLOT DATEwww.humphreys.comSHEET CONTENTSSHEET NUMBERSCALE--- 1 1/2" = 1'-0"A1.07SOUNDCONTROLDETAILS &NOTESNEWMAN DEVELOPMENT GROUPCITY CENTREBH16077PERMIT ISSUE (07/10/2017)SBMCITHACA, NY07/10/201707/10/2017REVISION SCHEDULENO: DATE: DESCRIPTION: FECFECFECFECH-GFIH-GFIGFIH-GFIGFIGFIGFIGFIUSBUSBUSBUSBUSBGFIJJJJJJJJJJJJJJH-GFIH-GFIGFIJJJAVAVAVAVAVAVAVAVAVAVJJUSBU S BUSBUSB AVDNDNFECF E CFECFEC 133 occ.PARKINGSTAIR 23 occ.RESID. TRASHTERM. ROOM1 occ.RECYCLE5 occ.BICYCLE STOR.2 occ.MAIN TELECOMSTAIR 13 occ.STOR.ELEV.1ELEV. 21 occ.FIRE PUMP RM.COMMON PATH OF TRAVEL: 65'-0"100' ALLOWED FOR S-2 OCCUPANCY PER IBC7676V.EXITV.EXITSTAIR 2STAIR WIDTH CLEAR (INCH): 44STAIR CAPACITY (0.2/0CC.):220ACTUAL USE:76STAIR 1STAIR WIDTH CLEAR (INCH): 44STAIR CAPACITY (0.2/0CC.):220ACTUAL USE:76EXIT DOORDOOR WIDTH (INCH):36DOOR WIDTH CLEAR (INCH):32DOOR CAPACITY (0.15/0CC.):213ACTUAL USE:76EXIT DOORDOOR WIDTH (INCH):36DOOR WIDTH CLEAR (INCH):32DOOR CAPACITY (0.15/0CC.):213ACTUAL USE:765 .6 8 %1 occ.STORAGEPATH OF EGRESS TRAVELMAX TRAVEL DISTANCE: 160'-0"400' ALLOWED FOR S OCCUPANCY PER IBCP A T H O F E G R E S S T R A V E LPATH OF EGRESS TRAVELSTAIR 1EGRESS CORR.ELEV.2ELEV.1FIRE COMM.CENTER38 occ.RETAIL 340 occ.RETAIL 47664+ 76 FROM STAIR BELOW+ 64 FROM STAIR ABOVE= 140 OCC.28 occ.RETAIL 257 occ.RETAIL 1STAIR 1STAIR WIDTH CLEAR (INCH): 44STAIR CAPACITY (0.2/0CC.):220USE FROM ABOVE:64USE FROM BELOW:76ACCESSORY EXIT DOORDOOR WIDTH (INCH):36DOOR WIDTH CLEAR (INCH):32DOOR CAPACITY (0.15/0CC.):213ACTUAL USE:-EXIT DOORDOOR WIDTH (INCH):36DOOR WIDTH CLEAR (INCH):32DOOR CAPACITY (0.15/0CC.):213ACTUAL USE:14030EXIT OPENINGWIDTH (INCH):48WIDTH CLEAR (INCH):44CAPACITY (0.15/0CC.):293ACTUAL USE:1401404238COMMON PATH OF TRAVEL: 69'-0"75' ALLOWED FOR M OCCUPANCY PER IBCCOMMON PATH OF TRAVEL: 74'-6"75' ALLOWED FOR M OCCUPANCY PER IBCCOMMON PATH OF TRAVEL: 67'-1"75' ALLOWED FOR M OCCUPANCY PER IBCDIAGONAL OF AREA SERVED = 100'-0"MIN. EXIT SEP. REQ'D (1/3 DIAG.) = 33'-4"67'-6" PROVIDED29284.81% SLOPE UPWATER SERV.1 occ.SWITCHGEAREQUIP.637613999 occ.SERVICE CORR.+0' - 0"+4' - 0"+4' - 0"+3' - 0"-12' - 5"+0' - 0"+0' - 0"207 occ.EXT. GREENROOF PLAZA+ 126 + 140 + 24 + 9 + 28 + 2= 536 TOTAL OCC. AT EXTERIORPLAZA282PORTAL2179179179EXIT GATEWIDTH (INCH):42WIDTH CLEAR (INCH):42CAPACITY (0.15/OCC.):280ACTUAL USE:179* ACTUAL USE IF1 EXIT IS BLOCKED:268DIAGONAL OF AREA SERVED = 153'-0"MIN. EXIT SEP. REQ'D (1/3 DIAG.) = 51'-0"85'-0" PROVIDEDSTAIR 1STAIR WIDTH CLEAR (INCH): 44STAIR CAPACITY (0.2/0CC.):220USE FROM ABOVE:63USE FROM BELOW:76EXIT OPENINGWIDTH (INCH):66WIDTH CLEAR (INCH):60STAIR CAPACITY (0.15/0CC.):400ACTUAL USE:141EXIT DOORDOOR WIDTH (INCH):36DOOR WIDTH CLEAR (INCH):32DOOR CAPACITY (0.15/0CC.):213ACTUAL USE:1392 occ.BOILER ROOM1 occ.GARAGE VENTROOM140126STAIRSTAIR WIDTH CLEAR (INCH): 60STAIR CAPACITY (0.2/0CC.):300ACTUAL USE:179EXIT GATEWIDTH (INCH):42WIDTH CLEAR (INCH):42CAPACITY (0.15/0CC.):280ACTUAL USE:179* ACTUAL USE IF1 EXIT IS BLOCKED:268RAMPRAMP WIDTH CLEAR (INCH): 56RAMP CAPACITY (0.15/0CC.):373ACTUAL USE:179+1' - 6"FIRE DEPT. TRAVELMAX TRAVEL DISTANCE: 160'-0"250' ALLOWED FOR A-3 OCCUPANCY PER IBC30 occ.FITNESS12 occ.YOGA9 occ.STUDY1 occ.MECH.9 occ.DOG WASH108 occ.CLUB ROOM31 occ.LOBBY2 occ.MANAGER12 occ.CONFERENCE15 occ.E-LOUNGE11 occ.MAIL ROOM8 occ.PARCEL5 occ.LUXORMEN'S RRWOMEN'S RRJANITOR126PATH OF EGRESS TRAVELCOMMON PATH OF TRAVEL: 44'-0"75' ALLOWED FOR A-3 OCCUPANCY PER IBCPATH OF EGRESS TRAVEL12DRIVELIFE SAFETY NOTESUNIT NAME TAGOCCUPANTS PER SPACEACTUAL USE PER EXITHORIZONTAL EXITVERTICAL EXITPROVIDE PANIC HARDWAREV. EXITH. EXITDOORS WITH AUTOMATICCLOSERNOTES:1. REFER TO A1.02a FOR BUILDING TABULATIONS AND OCCUPANCY LOADS.2. REFER TO BUILDING PLANS (A4.00s) FOR WALL TAGS. REFER TO A1.05s FOR WALL ASSEMBLIES.3. IBC 1009.3 EXCEPTION 8 - AREA OF REFUGE NOT REQUIRED IN R-2 OCCUPANCY STAIRS.4. TABLE 1006.2.1 MAX. COMMON PATH OF EGRESS TRAVEL DISTANCE WITH SPRINKLER SYSTEM:B & S100'R-2125'A & M75'5. TABLE 1017.2 EXIT ACCESS TRAVEL DISTANCE WITH SPRINKLER SYSTEM.B300'S400'R-2250'A & M250'6. 1020.4 MAXIMUM LENGHTH OF DEAD END CORRIDOR = 20'EXCEPTION 2 ALLOWS 50' FOR BLDG'S EQUIPPED THROUGHOUT WITH AUTOMATIC SPRINKLERSYSTEM FOR OCC. GROUPS B, M, R-2 & S.7. TABEL 1006.2.1 MAX. OCCUPANT LOAD OF SPACES WITH ONE EXIT OR EXIT ACCESS DOORWAYB49 OCC.A & M49 OCC.R-210 OCC.S29 OCC.SYMBOL LEGEND - LIFE SAFETYUNIT A####CROOM TAGRoom name*COMMON PATH OF EGRESSPATH OF TRAVEL3 HR FIREWALL2 HR FIRE BARRIER1 HR FIRE BARRIERFIRE PARTITIONSTAIRSTAIR WIDTH (INCH)STAIR CAPACITY:ACTUAL USE:ACTUAL STAIR WIDTHNUMBER OF OCCUPANTS ALLOWEDACTUAL NUMBER OF OCCUPANTSFIRE DEPT. PATH OFTRAVELISSUE FOR PRICING / BIDDING:DRAWN BY:AOR:The architectural works depictedherein are the sole property ofHumphreys & Partners UrbanArchitecture, L.P. and may not beconstructed or used without its expresswritten permission. No permission tomodify or reproduce any of thearchitectural works, including withoutlimitation the e construction of anybuilding, is expressed or should beimplied from delivery of preliminarydrawings or unsealed constructiondrawings. Permission to construct thebuilding depicted in sealedconstruction drawings is expresslyconditioned on the full and timelypayment of all fees otherwise dueHumphreys & Partners Architects, L.P.and, in the absence of any writtenagreement to the contrary, is limited toa one-time use One he site indicatedon these plans.HUMPHREYS & PARTNERSURBAN ARCHITECTURE, L.P.5339 ALPHA ROAD * SUITE 300* DALLAS, TX 75240T: (972) 701-9636 F: (972) 701-9639DALLAS * NEWPORT BEACH * NEW ORLEANS *ORLANDO * CHENNAI * MONTEVIDEOCopyright 2017 - Humphreys & Partners Urban Architecture, L.P.All Rights ReservedISSUE FOR PERMIT APPLICATION:ISSUE FOR CONSTRUCTION:DESIGNED BY:PLOT DATEwww.humphreys.comSHEET CONTENTSSHEET NUMBERSCALE--- 1/16" = 1'-0"A1.21LIFE SAFETYPLANNEWMAN DEVELOPMENT GROUPCITY CENTREBH16077PERMIT ISSUE (07/10/2017)SBMCITHACA, NY07/10/201707/10/2017 1/16" = 1'-0"1LEVEL B1 - LIFE SAFETY PLAN 1/16" = 1'-0"2LEVEL 01 - LIFE SAFETY PLANOCCUPANCY - LEVEL B1ROOM NAMEAREA(SF)OCC. USESF/OCC.LabelOcc LoadLevel B1MEP / STORAGESTORAGE 54 SF S-2 Acc. Storage300gross1FIRE PUMP RM. 162 SF S-2 Mech. Equip.300gross1MAIN TELECOM 417 SF S-2 Mech. Equip.300gross2BICYCLE STOR. 920 SF S-2 Parking Garage200gross5STOR. 439 SF S-2 Parking Garage200gross31992 SF12PARKING / SERVICEPARKING 26745 SF S-2 Parking Garage200gross13426745 SF 134TRASH / LOADINGRECYCLE 0 SF S-2 Parking Garage200gross0RESID. TRASH TERM. ROOM 445 SF S-2 Parking Garage200gross3445 SF3GRAND TOTAL: 29183 SF 149OCCUPANCY - LEVEL 1ROOM NAMEAREA(SF)OCC. USESF/OCC.LabelOcc LoadLevel 01DRIVE 1752 SF0HALLWAY 1067 SF0LOBBY 82 SF02901 SF0AMENITYCLUB ROOM 1608 SF A-3 Assembly15net108CONFERENCE 175 SF A-3 Assembly15net12DOG WASH 132 SF A-3 Assembly15net9E-LOUNGE 223 SF A-3 Assembly15net15LOBBY 452 SF A-3 Assembly15net31LUXOR 69 SF A-3 Assembly15net5MAIL ROOM 152 SF A-3 Assembly15net11PARCEL 105 SF A-3 Assembly15net8STUDY 120 SF A-3 Assembly15net9MANAGER 184 SF A-3 Business100gross2FITNESS 1463 SF A-3 Exercise Room50gross30YOGA 565 SF A-3 Exercise Room50gross125249 SF 252EXTERIOREXT. GREEN ROOF PLAZA 2914 SF A-3 Exterior Assembly15net1952914 SF 195MEPSWITCHGEAR EQUIP. 297 SF S-2 Mech. Equip.300gross2TRASH 37 SF S-2 Mech. Equip.300gross1WATER SERV. 124 SF S-2 Mech. Equip.300gross1458 SF4RETAILRETAIL 1 3384 SF M Mercentile60gross57RETAIL 2 1637 SF M Mercentile60gross28RETAIL 3 2229 SF M Mercentile60gross38RETAIL 4 2382 SF M Mercentile60gross40SERVICE CORR. 501 SF M Mercentile60gross910132 SF 172GRAND TOTAL 21654 SF 623REVISION SCHEDULENO: DATE: DESCRIPTION: 30"STAND.TUB30"STAND.TUB30"STAND.TUB30"STAND.TUB30"STAND.TUBFECFEC30"STAND.TUB30"STAND.TUB30"STAND.TUB30"STAND.TUBFECFECHANOVER PAVERSCHARCOALCOMMON PATH OF TRAVEL: 61'-0"125' ALLOWED FOR R2 OCCUPANCY PER IBCCOMMON PATH OF TRAVEL: 42'-8"125' ALLOWABLE PER IBC64V.EXITPATH OF EGRESS TRAVELMAX TRAVEL DISTANCE: 220'-0"250' ALLOWED FOR R-2 OCCUPANCY PER IBCDIAGONAL OF AREA SERVED = 269'-0"MIN. EXIT SEP. REQ'D (1/3 DIAG.) = 90'-0"167'-0" PROVIDED63V.EXITSTAIR 2STAIR WIDTH CLEAR (INCH): 44STAIR CAPACITY (0.2/0CC.):220ACTUAL USE:63STAIR 1STAIR WIDTH CLEAR (INCH): 44STAIR CAPACITY (0.2/0CC.):220ACTUAL USE:64EXIT DOORDOOR WIDTH (INCH):36DOOR WIDTH CLEAR (INCH):32STAIR CAPACITY (0.15/0CC.):213ACTUAL USE:63EXIT DOORDOOR WIDTH (INCH):36DOOR WIDTH CLEAR (INCH):32STAIR CAPACITY (0.15/0CC.):213ACTUAL USE:64P A TH O F E G R E S S TR A V E LPATH OF EGRESS TRAVELUNIT A2UNIT B6UNIT B5ELEC. / TELE.MECH.ELEV.1ELEV.2STAIR 1STAIR 2TRASHSTORAGEUNIT A2UNIT A1UNIT A5UNIT E1UNIT E1UNIT A1UNIT A1UNIT A2UNIT A2-Alt1UNIT E1UNIT A1UNIT A1UNIT B3UNIT E1-Alt1UNIT E1-Alt1UNIT A1UNIT A1UNIT A1UNIT A2UNIT A2-Alt1UNIT A2UNIT A2-Alt2UNIT B7UNIT B2UNIT B1COMMON PATH OF TRAVEL: 63'-10"125' ALLOWED FOR R2 OCCUPANCY PER IBCUNIT B5UNIT B649 occ.EXT. PATIOELEC. / TELE.CORRIDORELEV.2ELEV.1JANITORSTAIR 1STAIR 2TRASHCOMMON PATH OF TRAVEL: 42'-8"125' ALLOWABLE PER IBC82V.EXITPATH OF EGRESS TRAVELMAX TRAVEL DISTANCE: 220'-0"250' ALLOWED FOR R-2 OCCUPANCY PER IBC4916'-0"DIAGONAL OF AREA SERVED = 268'-0"MIN. EXIT SEP. REQ'D (1/3 DIAG.) = 89'-4"167'-0" PROVIDED83V.EXITSTAIR 2STAIR WIDTH CLEAR (INCH): 44STAIR CAPACITY (0.2/0CC.):220ACTUAL USE:83STAIR 1STAIR WIDTH CLEAR (INCH): 44STAIR CAPACITY (0.2/0CC.):220ACTUAL USE:82EXIT DOORDOOR WIDTH (INCH):36DOOR WIDTH CLEAR (INCH):32STAIR CAPACITY (0.15/0CC.):213ACTUAL USE:83EXIT DOORDOOR WIDTH (INCH):36DOOR WIDTH CLEAR (INCH):32STAIR CAPACITY (0.15/0CC.):213ACTUAL USE:82P A T H O F E G R E S S T R A V E LPATH OF EGRESS TRAVELCOMMON PATH OF TRAVEL: 45'-2"75' ALLOWED FOR A-3 OCCUPANCY PER IBCEXIT DOOR *DOOR WIDTH (INCH):36DOOR WIDTH CLEAR (INCH):32STAIR CAPACITY (0.15/0CC.):213ACTUAL USE:49* NOTE: ONLY ONE EXIT REQUIREDWHERE OCC. IS LESS THAN 50STORAGECUNIT B2UNIT A2UNIT A2-Alt1UNIT B1UNIT A2-Alt2UNIT A1UNIT A2UNIT E1UNIT E1UNIT A3UNIT A3UNIT A2-Alt1UNIT A6UNIT A2UNIT E1UNIT A1UNIT A2UNIT A2UNIT A5UNIT A3UNIT A3UNIT A4LIFE SAFETY NOTESUNIT NAME TAGOCCUPANTS PER SPACEACTUAL USE PER EXITHORIZONTAL EXITVERTICAL EXITPROVIDE PANIC HARDWAREV. EXITH. EXITDOORS WITH AUTOMATICCLOSERNOTES:1. REFER TO A1.02a FOR BUILDING TABULATIONS AND OCCUPANCY LOADS.2. REFER TO BUILDING PLANS (A4.00s) FOR WALL TAGS. REFER TO A1.05s FOR WALL ASSEMBLIES.3. IBC 1009.3 EXCEPTION 8 - AREA OF REFUGE NOT REQUIRED IN R-2 OCCUPANCY STAIRS.4. TABLE 1006.2.1 MAX. COMMON PATH OF EGRESS TRAVEL DISTANCE WITH SPRINKLER SYSTEM:B & S100'R-2125'A & M75'5. TABLE 1017.2 EXIT ACCESS TRAVEL DISTANCE WITH SPRINKLER SYSTEM.B300'S400'R-2250'A & M250'6. 1020.4 MAXIMUM LENGHTH OF DEAD END CORRIDOR = 20'EXCEPTION 2 ALLOWS 50' FOR BLDG'S EQUIPPED THROUGHOUT WITH AUTOMATIC SPRINKLERSYSTEM FOR OCC. GROUPS B, M, R-2 & S.7. TABEL 1006.2.1 MAX. OCCUPANT LOAD OF SPACES WITH ONE EXIT OR EXIT ACCESS DOORWAYB49 OCC.A & M49 OCC.R-210 OCC.S29 OCC.SYMBOL LEGEND - LIFE SAFETYUNIT A####CROOM TAGRoom name*COMMON PATH OF EGRESSPATH OF TRAVEL3 HR FIREWALL2 HR FIRE BARRIER1 HR FIRE BARRIERFIRE PARTITIONSTAIRSTAIR WIDTH (INCH)STAIR CAPACITY:ACTUAL USE:ACTUAL STAIR WIDTHNUMBER OF OCCUPANTS ALLOWEDACTUAL NUMBER OF OCCUPANTSFIRE DEPT. PATH OFTRAVELISSUE FOR PRICING / BIDDING:DRAWN BY:AOR:The architectural works depictedherein are the sole property ofHumphreys & Partners UrbanArchitecture, L.P. and may not beconstructed or used without its expresswritten permission. No permission tomodify or reproduce any of thearchitectural works, including withoutlimitation the e construction of anybuilding, is expressed or should beimplied from delivery of preliminarydrawings or unsealed constructiondrawings. Permission to construct thebuilding depicted in sealedconstruction drawings is expresslyconditioned on the full and timelypayment of all fees otherwise dueHumphreys & Partners Architects, L.P.and, in the absence of any writtenagreement to the contrary, is limited toa one-time use One he site indicatedon these plans.HUMPHREYS & PARTNERSURBAN ARCHITECTURE, L.P.5339 ALPHA ROAD * SUITE 300* DALLAS, TX 75240T: (972) 701-9636 F: (972) 701-9639DALLAS * NEWPORT BEACH * NEW ORLEANS *ORLANDO * CHENNAI * MONTEVIDEOCopyright 2017 - Humphreys & Partners Urban Architecture, L.P.All Rights ReservedISSUE FOR PERMIT APPLICATION:ISSUE FOR CONSTRUCTION:DESIGNED BY:PLOT DATEwww.humphreys.comSHEET CONTENTSSHEET NUMBERSCALE--- 1/16" = 1'-0"A1.22LIFE SAFETYPLANNEWMAN DEVELOPMENT GROUPCITY CENTREBH16077PERMIT ISSUE (07/10/2017)SBMCITHACA, NY07/10/201707/10/2017 1/16" = 1'-0"1LEVEL 02-07 - LIFE SAFETY PLANS 1/16" = 1'-0"2LEVEL 08 - LIFE SAFETY PLANOCCUPANCY - LEVEL 2ROOM NAMEAREA(SF)OCC. USESF/OCC.LabelOcc LoadLevel 02ELEVATOR LOBBY 284 SF0284 SF0CIRCULATIONCORRIDOR 2046 SF R-2 Residential200122046 SF12MEP / STORAGETRASH 36 SF R-2 Acc. Storage3001ELEC. / TELE. 141 SF R-2 Mech. Equip.3001MECH. 66 SF R-2 Mech. Equip.3001STORAGE 42 SF R-2 Mech. Equip.3001285 SF4NET RESIDENTIALUNIT 18534 SF R-2 Residential20010918534 SF 109GRAND TOTAL 21150 SF 125OCCUPANCY - LEVEL 8ROOM NAME AREA (SF) OCC. USESF/OCC.LabelOcc LoadLevel 08ELEVATOR LOBBY 284 SF0EXT. PATIO 520 SF0805 SF 0CIRCULATIONCORRIDOR 2046 SF R-2 Residential200122046 SF 12MEP / STORAGETRASH 36 SF R-2 Acc. Storage3001ELEC. / TELE. 141 SF R-2 Mech. Equip.3001JANITOR 66 SF R-2 Mech. Equip.3001STORAGE 42 SF R-2 Mech. Equip.3001285 SF 4NET RESIDENTIALEXT. PATIO 740 SF A-3 Assembly1550UNIT 16555 SF R-2 Residential2009817296 SF 148GRAND TOTAL 20432 SF 164REVISION SCHEDULENO: DATE: DESCRIPTION: DOOR / FRAME TYPESA100 SQ. IN. MAXGLAZING AREAUNIT ENTRY DOORBCDEFSINGLE - RAISED PANELSINGLE - FLUSHDOUBLE - RAISED PANELDOUBLE - FLUSHSINGLE - W/ VISION PANELHG100 SQ. IN. MAXGLAZING AREAJTDOUBLE - W/ VISION PANELSSINGLE - FULL LITEDOUBLE - FULL LITETT10"10"5"6 1/2"6 1/2"5"1'-9"3'-7"10"10"OVERHEAD COILING DOORKCOILING HEADLPEDESTRIAN GATE10"9"2"CLR. OPENINGSCHED. HEIGHT6"1'-6"2 1/2"SCHEDULED WIDTH2 1/2"SLIDINGMSLIDING BARN - RAISEDPANELWALL MOUNTED TRACK3'-7"1'-9"5"6 1/2"BIFOLDNLAY-FLAT BIFOLD - RAISEDPANELSLIDINGPSLIDING BYPASSQRSLIDING BALCONY DOOR -THREE PANELSLIDING BALCONY DOOR -TWO PANELSLIDINGTTTSLIDINGT1/2" MAX. W/ BEVELTCLR. OPENING32" MIN.SLAB RECESS6"7'-2"SLIDINGSSLIDING TRACKT10"SLIDINGTDOUBLE SLIDING TRACKT10"SLIDINGTOVERHEAD SECTIONALDOOR - INSULATEDUSECTIONAL HEADCLEARANCECLR. OPENINGSCHED. HEIGHT2 1/2"SCHEDULED WIDTH2 1/2"3'-0"3'-8" MAX A.F.F.5'-0"A.F.F.EQEQ7"11"HOLLOW MTL FRAMEDECOR UNIT ENTRY DOOR. PANEL DESIGN MAYVARY FROM THAT SHOWN. (VERIFY)WIDE ANGLE 180 DEGREE DOOR VIEWERDOOR HINGE (TYP.)SURFACE MOUNTED UNITADDRESS PLAQUEDEADBOLT (VERIFY)LEVER DOOR KNOBNOTE:1.) ALL UNIT ENTRYDOORS SHALL BEOPENABLEWITH A SINGLE EFFORTBY LEVER-TYPEHARDWARE DESIGNED TOPROVIDE PASSAGEWITHOUTREQUIRING THE ABILITYTO GRASP THE OPENINGHARDWARE.2.) UNIT ADDRESSINGMUST BE APPROVED BYGOVERNINGAUTHORITIES PRIOR TOSIGNFABRICATION.A.INSTALLATION OF ALL EXTERIOR DOORS SHALL BE IN ACCORDANCE WITH THE BUILDING CODE, ASTM E2112-07, AND ASTM E2266-04.B.THE DRAWINGS MAY NOT ADDRESS ALL ISSUES RELATED TO EVERY POSSIBLE INSTALLATION SITUATION ONE MIGHT EXPERIENCE IN THE FIELD NOR DO THEY PURPORT TO PROVIDE FAIL-SAFEINSTALLATION METHODS, ASSURANCE OR PROTECTION AGAINST INSTALLATION DEFICIENCIES, OR A STANDARD THAT CAN ENSURE DELIVERED PERFORMANCE.C.THE EFFECTIVE PERFORMANCE OF INSTALLED FENESTRATION PRODUCTS IS DEPENDENT IN PART UPON FOLLOWING PROPER INSTALLATION PROCEDURES AND APPROPRIATE WORKMANSHIP.THE COORDINATION OF TRADES AND PROPER SEQUENCING ARE ESSENTIAL FOR EFFECTIVE FENESTRATION INSTALLATION. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR THENECESSARY COORDINATION OF TRADES AND PROPER CONSTRUCTION SEQUENCING OF THE INSTALLED FENESTRATION PRODUCT.D.IMPROPER INSTALLATION OF UNITS CONTRIBUTES TO EXCESSIVE AIR, WATER AND SOUND LEAKAGE, AND CONDENSATION WHICH MAY PROMOTE THE DETERIORATION OF WALL CONSTRUCTIONS,INSULATION, FENESTRATION PRODUCTS, AND THEIR RESPECTIVE FINISHES.E.CONTINUITY SHALL BE MAINTAINED BETWEEN ELEMENTS IN THE FENESTRATION PRODUCT AND THE WEATHER RESISTANT BARRIER (W.R.B.) THAT PROVIDES WEATHER PROTECTION, AIR LEAKAGECONTROL, AND RESISTANCE TO HEAT FLOW AND VAPOR DIFFUSION. THE GENERAL CONTRACTOR SHALL ENSURE THE PROPER CONTINUITY OF ALL ELEMENTS.F.A W.R.B. SERVES TO PRECLUDE THE ENTRY OF WATER INTO THE FENESTRATION PRODUCT PERIMETER AREA, OR PROMPTLY DRAIN WATER THAT ENTERS THE FENESTRATION PRODUCTPERIMETER AREA, OR BOTH. IT SHALL BE INSTALLED IN A HORIZONTAL SHINGLE-LAP MANNER. THE INSTALLED W.R.B. SHALL BE PROTECTED FROM DAMAGE DURING CONSTRUCTION. ANYDAMAGE TO THE W.R.B. SHALL BE REPAIRED PRIOR TO COMPLETING THE INSTALLATION OF THE FENESTRATION PRODUCT AND SHALL MEET THE REQUIREMENTS OF THE W.R.B. MANUFACTURER.FLASHING REQUIREMENTS:A.PROPER FLASHING AND SEALING ARE NECESSARY TO PREVENT WATER FROM ENTERING BETWEEN THE W.R.B., THE FENESTRATION PRODUCT FRAME, AND THE ADJACENT CONSTRUCTIONMATERIALS.B.UNLESS OTHERWISE SPECIFIED, FLASHING MATERIAL SHALL PROVIDE TWENTY-FOUR (24) HOUR MINIMUM PROTECTION FROM WATER PENETRATION WHEN TESTED IN ACCORDANCE WITH TESTMETHOD D 779.C.THE FLASHING MEMBRANE SHALL BE SECURELY AFFIXED TO MINIMIZE ANY WEATHER DAMAGE PRIOR TO THE BUILDING'S EXTERIOR TREATMENT BEING APPLIED. THE FENESTRATION PRODUCTAND FLASHING SHALL BE INTEGRATED INTO THE OVERALL W.R.B. THE GENERAL CONTRACTOR SHALL CONSULT THE FENESTRATION AND FLASHING MANUFACTURERS FOR ANY SPECIALFLASHING REQUIREMENTS UNIQUE TO THEIR PRODUCTS.D.UNLESS OTHERWISE SPECIFIED, GALVANIZED METAL FLASHING SHALL BE NO LESS THAN 26 GAGE IN THICKNESS AND SHALL BE ZINC COATED ON BOTH SIDES BY HOT DIPPED GALVANIZED. IT CANBE SURFACE TREATED FOR PAINTING BY PHOSPHATIZING.E.TO PROVIDE ADEQUATE PROTECTION AGAINST GALVANIC CORROSION, USE ONLY FASTENERS THAT ARE COMPATIBLE WITH THE MATERIALS JOINED AND THAT WILL NOT RESULT IN GALVANICCORROSION.F.FASTENER LENGTH SHALL BE SUFFICIENT TO PENETRATE THE SUBSTRATE TO A DEPTH DESIGNED TO MEET APPLICABLE BUILDING CODES, MANUFACTURER'S RECOMMENDATIONS, ANDSTRUCTURAL CALCULATIONS. NUMBER AND SPACING SHALL BE SUFFICIENT TO MEET LOADS.G.FASTENERS SHALL NOT PENETRATE HORIZONTAL FLASHINGS.INSTALLATION REQUIREMENTS:A.ANCHORING OF DOOR PRODUCTS SHOULD ALWAYS BE DONE ACCORDING TO THE MANUFACTURER'S INSTRUCTIONS.B.INSTALL SHIMS BETWEEN THE DOOR FRAME AND FRAMING STUDS. THERE SHALL BE A SHIM AT EACH HINGE AND ONE FOR THE LOCK STRIKE.C.WHEN APPLYING SEALANT, DO NOT PLUG WEEP HOLES.D.WHEN PAN FLASHING IS USED, DO NOT SET THRESHOLD IN A BED OF SEALANT OR OTHERWISE IMPEDE THE DRAINAGE OF WATER BELOW THE THRESHOLD. ATTACH THE THRESHOLD TO THEJAMBS. DO NOT ATTACH THE THRESHOLD THROUGH THE PAN FLASHING.E.CONTRACTOR TO FIELD VERIFY ALL DOOR FRAME DEPTHS PRIOR TO ORDERING.F.APPLY THE W.R.B. IN WATER SHEDDING FASHION, STARTING AT THE BASE OF THE WALL AND WORKING TOWARDS THE TOP. INSTALL THE W.R.B. TO THE FACE OF THE BUILDING SHEATHING FLUSHWITH THE ROUGH OPENING OF THE DOOR HEAD, JAMBS, AND SILL.INSTALLATION NOTES:GENERAL NOTES:1.REFER TO OWNER FOR DOOR HARDWARE SCHEDULE. REFER TO SPECIFICATIONS FOR ADDITIONAL DOOR HARDWARE REQUIREMENTS. PROVIDE ACCESSIBLE HARDWARE AT ALL PUBLIC DOORS,UNIT ENTRY DOORS.2.ENTRY DEAD BOLT LOCK TO COMPLY WITH MOST STRINGENT CODE REQUIRED FOR THIS PROJECT. CONTRACTOR TO VERIFY WITH CODE OFFICIALS.3.REFER TO INTERIOR DESIGN DRAWINGS FOR DOOR FINISH.4.EXTERIOR DOORS TO BE SOLID CORE DOORS WITH PERIMETER SEALS OR AIRTIGHT WEATHER STRIPPING ALL FRAMES AND SEALS TO BE THOROUGHLY CAULKED AND WEATHER STRIPPED TOPREVENT AIR LEAK TYPE TRANSMISSION OF SOUND.5.COMMON AREA EXIT DOORS SHALL BE OPERABLE FROM THE INSIDE REQUIRING NO KEY, SPECIAL KNOWLEDGE OR EFFORT.6.REFER TO PLANS FOR DOOR SWING ORIENTATION AND SLIDING DIRECTION.7.ALL PUBLIC AREA DOORS AND UNIT ENTRY DOORS TO HAVE MIN. 10" FLUSH SURFACE AT BOTTOM.8.DOOR THRESHOLDS (COMMON AREAS AND UNITS) GREATER THAN 1/4" HIGH SHALL NOT EXCEED 1/2" IN HEIGHT WITH A 1:2 MAX. BEVELED SLOPE. THRESHOLDS AT EXTERIOR SLIDING DOORS(UNITS) SHALL BE 3/4" MAX WITH A 1:2 MAX. BEVELED SLOPE.9.TYPICAL AT ALL PUBLIC DOORS, FOR 60" MIN., PERPENDICULAR TO DOOR, MAX 1.48 (2%) SLOPE ALLOWED.TYPICAL UNIT ENTRY DOORMIN. 10"ISSUE FOR PRICING / BIDDING:DRAWN BY:AOR:The architectural works depictedherein are the sole property ofHumphreys & Partners UrbanArchitecture, L.P. and may not beconstructed or used without its expresswritten permission. No permission tomodify or reproduce any of thearchitectural works, including withoutlimitation the e construction of anybuilding, is expressed or should beimplied from delivery of preliminarydrawings or unsealed constructiondrawings. Permission to construct thebuilding depicted in sealedconstruction drawings is expresslyconditioned on the full and timelypayment of all fees otherwise dueHumphreys & Partners Architects, L.P.and, in the absence of any writtenagreement to the contrary, is limited toa one-time use One he site indicatedon these plans.HUMPHREYS & PARTNERSURBAN ARCHITECTURE, L.P.5339 ALPHA ROAD * SUITE 300* DALLAS, TX 75240T: (972) 701-9636 F: (972) 701-9639DALLAS * NEWPORT BEACH * NEW ORLEANS *ORLANDO * CHENNAI * MONTEVIDEOCopyright 2017 - Humphreys & Partners Urban Architecture, L.P.All Rights ReservedISSUE FOR PERMIT APPLICATION:ISSUE FOR CONSTRUCTION:DESIGNED BY:PLOT DATEwww.humphreys.comSHEET CONTENTSSHEET NUMBERSCALE---As indicatedA2.10DOORSCHEDULE &NOTESNEWMAN DEVELOPMENT GROUPCITY CENTREBH16077PERMIT ISSUE (07/10/2017)SBMCITHACA, NY07/10/201707/10/2017DOOR SCHEDULE - COMMON AREAMARKDOOR PROPERTIES FRAME PROPERTIESFIRERTNGFROM ROOM: NAME TO ROOM: NAME COMMENTSWIDTH X HEIGHT THICK. MAT. TYPE FIN. MAT. HEAD JAMB SILLLevel B1B100a11'-0" x 12'-0" 2" MTL U MTL BOILER ROOM EXTERIOR OVERHEAD DOOR; CONTROLLED ACCESS, INSULATEDB100b11'-0" x 12'-0" 2" MTL U MTL GARAGE VENT ROOM EXTERIOR OVERHEAD DOOR; CONTROLLED ACCESS, INSULATEDB101(PR) 3'-0" x 6'-8" 1 3/4" MTL E HM 10/A2.11 9/A2.11 1/A2.11 - PARKING STOR.B1023'-0" x 6'-8" 1 3/4" MTL C HM 10/A2.11 9/A2.11 1/A2.11 - PARKING MAIN TELECOMB103(PR) 3'-0" x 6'-8" 1 3/4" MTL E HM 10/A2.11 9/A2.11 6/A2.11 90 MIN PARKING PARKINGB1043'-0" x 6'-8" 1 3/4" MTL C HM 10/A2.11 9/A2.11 6/A2.11 90 MIN RESID. TRASH TERM. ROOM PARKING OVERHEAD DOORB104a6'-0" x 8'-0" 2" MTL K MTL 90 MIN RESID. TRASH TERM. ROOM PARKING OVERHEAD DOORB1053'-6" x 6'-8" 1 3/4" MTL C HM 12/A2.11 11/A2.11 1/A2.11 - BICYCLE STOR. PARKING CONTROLLED ACCESSB105a3'-6" x 6'-8" 1 3/4" MTL C HM 12/A2.11 11/A2.11 1/A2.11 - PARKING BICYCLE STOR. CONTROLLED ACCESSB106(PR) 3'-0" x 6'-8" 1 3/4" MTL E HM 12/A2.11 11/A2.11 1/A2.11 - STORAGE PARKINGB107(PR) 3'-0" x 6'-8" 1 3/4" MTL G HM 10/A2.11 9/A2.11 6/A2.11 90 MIN PARKING FIRE PUMP RM.SB1-13'-0" x 6'-8" 1 3/4" MTL F HM 12/A2.11 11/A2.11 6/A2.11 90 MIN PARKING STAIR 1SB1-23'-0" x 6'-8" 1 3/4" MTL F HM 12/A2.11 11/A2.11 6/A2.11 90 MIN STAIR 2 PARKINGLevel 01100(PR) 3'-0" x 8'-0" 1 3/4" ALUM H ALUM - EXTERIOR VESTIBULE ADA PUSH BUTTON100a(PR) 3'-6" x 8'-0" 4" ALUM T ALUM - LOBBY VESTIBULE CONTROLLED ACCESS; SLIDING AUTOMATIC; ADA PUSH BUTTON101(PR) 3'-0" x 8'-0" 1 3/4" ALUM H ALUM - EXTERIOR ELEVATOR LOBBY EXIT ONLY102(PR) 3'-0" x 8'-0" 1 3/4" ALUM H ALUM - EXTERIOR FIRE COMM. CENTER102a3'-0" x 7'-0" 1 3/4" MTL C HM 5/A2.11 4/A2.11 1/A2.11 - FIRE COMM. CENTER ELEVATOR LOBBY1033'-0" x 7'-0" 1 3/4" MTL C HM 5/A2.11 4/A2.11 1/A2.11 - LOBBY MANAGER1043'-0" x 8'-0" 2" ALUM J ALUM - HALLWAY E-LOUNGE104a3'-6" x 8'-0" 4" ALUM S ALUM CONFERENCE E-LOUNGE104M3'-0" x 6'-8" 1 3/4" MTL C HM 10/A2.11 9/A2.11 1/A2.11 - VEST. TRASH105a3'-0" x 7'-0" 1 3/4" MTL C HM 5/A2.11 4/A2.11 1/A2.11 - MAIL ROOM PARCEL105b3'-0" x 7'-0" 1 3/4" MTL C HM 5/A2.11 4/A2.11 1/A2.11 - LUXOR MAIL ROOM106a3'-0" x 8'-0" 2" ALUM J ALUM - EXT. GREEN ROOF PLAZA HALLWAY CONTROLLED ACCESS106b(PR) 3'-0" x 8'-0" 1 3/4" ALUM H ALUM - EXT. GREEN ROOF PLAZA CLUB ROOM106c3'-0" x 8'-0" 2" ALUM J ALUM - EXT. GREEN ROOF PLAZA CLUB ROOM106d(PR) 3'-0" x 8'-0" 1 3/4" ALUM H ALUM - EXT. GREEN ROOF PLAZA CLUB ROOM107(PR) 3'-0" x 8'-0" 2" H FITNESS HALLWAY107a(PR) 3'-6" x 8'-0" 4" ALUM T ALUM - FITNESS YOGA107b(PR) 3'-6" x 8'-0" 4" ALUM T ALUM - FITNESS YOGA107c3'-0" x 7'-0" 1 3/4" MTL C HM 5/A2.11 4/A2.11 1/A2.11 - YOGA MECH.107d3'-0" x 8'-0" 2" ALUM J ALUM - YOGA EXTERIOR EXIT ONLY1083'-0" x 8'-0" 2" ALUM J ALUM - STUDY HALLWAY109(PR) 3'-0" x 7'-0" 1 3/4" E MECH. HALLWAY1103'-0" x 7'-0" 1 3/4" MTL C HM 5/A2.11 4/A2.11 1/A2.11 - HALLWAY DOG WASH110a3'-0" x 6'-8" 1 3/4" MTL C HM - MECH. EGRESS CORR.1113'-0" x 6'-8" 1 3/4" MTL F HM 90 MIN HALLWAY EGRESS CORR.1123'-0" x 7'-0" 1 3/4" MTL C HM 5/A2.11 4/A2.11 1/A2.11 - HALLWAY JANITOR112a3'-0" x 7'-0" 1 3/4" MTL C HM - MECH. JANITOR113a3'-0" x 7'-0" 1 3/4" MTL C HM - HALLWAY WOMEN'S RR113b3'-0" x 7'-0" 1 3/4" MTL C HM - HALLWAY MEN'S RR1153'-6" x 4'-0" 1 3/4" STL L STL - EXT. GREEN ROOF PLAZA EXTERIOR PEDESTRIAN GATE; CONTROLLED ACCESS115a3'-6" x 4'-0" 1 3/4" STL L STL - EXTERIOR EXTERIOR PEDESTRIAN GATE; CONTROLLED ACCESS116(PR) 3'-0" x 6'-8" 1 3/4" MTL E HM 10/A2.11 9/A2.11 1/A2.11 - SERVICE CORR. PORTAL118(PR) 3'-0" x 7'-0" 1 3/4" MTL E HM - EXTERIOR GENERATOR1193'-0" x 6'-8" 1 3/4" MTL C HM 10/A2.11 9/A2.11 1/A2.11 - PORTAL WATER SERV.1203'-6" x 6'-8" 1 3/4" MTL C HM 10/A2.11 9/A2.11 1/A2.11 - PORTAL VEST.1213'-0" x 6'-8" 1 3/4" MTL C HM 10/A2.11 9/A2.11 6/A2.11 45 MIN VEST. SWITCHGEAR EQUIP.121a3'-0" x 6'-8" 1 3/4" MTL C HM 45 MIN SWITCHGEAR EQUIP. EXTERIOR121b3'-0" x 6'-8" 1 3/4" MTL C HM 10/A2.11 9/A2.11 6/A2.11 45 MIN BOILER ROOM EXTERIOR121c(PR) 3'-0" x 6'-8" 1 3/4" MTL E HM 10/A2.11 9/A2.11 1/A2.11 - ELEC. SWITCHGEAR EQUIP.121d3'-0" x 6'-8" 1 3/4" MTL C HM 10/A2.11 9/A2.11 6/A2.11 45 MIN BOILER ROOM GARAGE VENT ROOM5093'-0" x 6'-8" 1 3/4" MTL C HM 10/A2.11 9/A2.11 6/A2.11 45 MIN GARAGE VENT ROOM GARAGE VENT ROOMR101(PR) 3'-0" x 8'-0" 1 3/4" ALUM H ALUM - RETAIL 1 EXTERIORR101a3'-0" x 6'-8" 1 3/4" MTL C HM 5/A2.11 4/A2.11 6/A2.11 20 MIN RETAIL 1 SERVICE CORR.R101b3'-0" x 6'-8" 1 3/4" MTL C HM 10/A2.11 9/A2.11 1/A2.11 - RETAIL 1 PORTALR102(PR) 3'-0" x 8'-0" 1 3/4" ALUM H ALUM - RETAIL 2 EXTERIORR102a3'-0" x 6'-8" 1 3/4" MTL C HM 5/A2.11 4/A2.11 6/A2.11 20 MIN RETAIL 2 SERVICE CORR.R103(PR) 3'-0" x 8'-0" 1 3/4" ALUM H ALUM - EXTERIOR RETAIL 3R103a3'-0" x 6'-8" 1 3/4" MTL C HM 5/A2.11 4/A2.11 6/A2.11 20 MIN RETAIL 3 SERVICE CORR.R104(PR) 3'-0" x 8'-0" 1 3/4" ALUM H ALUM - RETAIL 4 EXTERIORR104a3'-0" x 6'-8" 1 3/4" MTL C HM 5/A2.11 4/A2.11 6/A2.11 20 MIN RETAIL 4 SERVICE CORR.S1-13'-0" x 6'-8" 1 3/4" MTL C HM - EGRESS CORR. EXT. GREEN ROOF PLAZA CONTROLLED ACCESS; RELEASE ON FIRE ALARM ACTIVATIONS1-23'-0" x 6'-8" 1 3/4" MTL C HM 12/A2.11 11/A2.11 6/A2.11 90 MIN STAIR 2 EXTERIOR EXIT ONLY W/PANIC BAR; RELEASE ON FIRE ALARM ACTIVATIONLevel 02200M(PR) 3'-0" x 8'-0" 1 3/4" ALUM H ALUM - CORRIDOR ELEVATOR LOBBY ON ELEC. HOLD-OPENS201M3'-0" x 6'-8" 1 3/4" MTL C HM 5/A2.11 4/A2.11 6/A2.11 20 MIN ELEVATOR LOBBY MECH.202M(PR) 3'-0" x 6'-8" 1 3/4" MTL E HM 8/A2.11 7/A2.11 1/A2.11 - STORAGE CORRIDOR203M3'-0" x 6'-8" 1 3/4" MTL C HM 8/A2.11 7/A2.11 6/A2.11 20 MIN ELEC. / TELE. CORRIDOR204M3'-0" x 6'-8" 1 3/4" MTL C HM 8/A2.11 7/A2.11 6/A2.11 45 MIN TRASH CORRIDORS2-13'-0" x 6'-8" 1 3/4" MTL F HM 12/A2.11 11/A2.11 6/A2.11 90 MIN CORRIDOR STAIR 1S2-23'-0" x 6'-8" 1 3/4" MTL F HM 12/A2.11 11/A2.11 6/A2.11 90 MIN CORRIDOR STAIR 2Level 03300M(PR) 3'-0" x 8'-0" 1 3/4" ALUM H ALUM - CORRIDOR ELEVATOR LOBBY301M3'-0" x 6'-8" 1 3/4" MTL C HM 5/A2.11 4/A2.11 6/A2.11 20 MIN ELEVATOR LOBBY JANITOR302M(PR) 3'-0" x 6'-8" 1 3/4" MTL E HM 8/A2.11 7/A2.11 1/A2.11 - STORAGE CORRIDOR303M3'-0" x 6'-8" 1 3/4" MTL C HM 8/A2.11 7/A2.11 6/A2.11 20 MIN ELEC. / TELE. CORRIDOR304M3'-0" x 6'-8" 1 3/4" MTL C HM 8/A2.11 7/A2.11 6/A2.11 45 MIN TRASH CORRIDORS3-13'-0" x 6'-8" 1 3/4" MTL F HM 12/A2.11 11/A2.11 6/A2.11 90 MIN CORRIDOR STAIR 1S3-23'-0" x 6'-8" 1 3/4" MTL F HM 12/A2.11 11/A2.11 6/A2.11 90 MIN CORRIDOR STAIR 2S8-3(PR) 3'-0" x 8'-0" 1 3/4" ALUM H ALUM - CORRIDOR ELEVATOR LOBBY ON ELEC. HOLD-OPENSLevel 04400M(PR) 3'-0" x 8'-0" 1 3/4" ALUM H ALUM - CORRIDOR ELEVATOR LOBBY ON ELEC. HOLD-OPENS401M3'-0" x 6'-8" 1 3/4" MTL C HM 5/A2.11 4/A2.11 6/A2.11 20 MIN ELEVATOR LOBBY STORAGE402M(PR) 3'-0" x 6'-8" 1 3/4" MTL E HM 8/A2.11 7/A2.11 1/A2.11 - STORAGE CORRIDOR403M3'-0" x 6'-8" 1 3/4" MTL C HM 8/A2.11 7/A2.11 6/A2.11 20 MIN ELEC. / TELE. CORRIDOR404M3'-0" x 6'-8" 1 3/4" MTL C HM 8/A2.11 7/A2.11 6/A2.11 45 MIN TRASH CORRIDORS4-13'-0" x 6'-8" 1 3/4" MTL F HM 12/A2.11 11/A2.11 6/A2.11 90 MIN CORRIDOR STAIR 1S4-23'-0" x 6'-8" 1 3/4" MTL F HM 12/A2.11 11/A2.11 6/A2.11 90 MIN CORRIDOR STAIR 2Level 05500M(PR) 3'-0" x 8'-0" 1 3/4" ALUM H ALUM - CORRIDOR ELEVATOR LOBBY ON ELEC. HOLD-OPENS501M3'-0" x 6'-8" 1 3/4" MTL C HM 5/A2.11 4/A2.11 6/A2.11 20 MIN ELEVATOR LOBBY MECH.502M(PR) 3'-0" x 6'-8" 1 3/4" MTL E HM 8/A2.11 7/A2.11 1/A2.11 - STORAGE CORRIDOR503M3'-0" x 6'-8" 1 3/4" MTL C HM 8/A2.11 7/A2.11 6/A2.11 20 MIN ELEC. / TELE. CORRIDOR504M3'-0" x 6'-8" 1 3/4" MTL C HM 8/A2.11 7/A2.11 6/A2.11 45 MIN TRASH CORRIDORS5-13'-0" x 6'-8" 1 3/4" MTL F HM 12/A2.11 11/A2.11 6/A2.11 90 MIN CORRIDOR STAIR 1S5-23'-0" x 6'-8" 1 3/4" MTL F HM 12/A2.11 11/A2.11 6/A2.11 90 MIN CORRIDOR STAIR 2Level 06600M(PR) 3'-0" x 8'-0" 1 3/4" ALUM H ALUM - CORRIDOR ELEVATOR LOBBY ON ELEC. HOLD-OPENS601M3'-0" x 6'-8" 1 3/4" MTL C HM 5/A2.11 4/A2.11 6/A2.11 20 MIN ELEVATOR LOBBY JANITOR602M(PR) 3'-0" x 6'-8" 1 3/4" MTL E HM 8/A2.11 7/A2.11 1/A2.11 - STORAGE CORRIDOR603M3'-0" x 6'-8" 1 3/4" MTL C HM 8/A2.11 7/A2.11 6/A2.11 20 MIN ELEC. / TELE. CORRIDOR604M3'-0" x 6'-8" 1 3/4" MTL C HM 8/A2.11 7/A2.11 6/A2.11 45 MIN TRASH CORRIDORS6-13'-0" x 6'-8" 1 3/4" MTL F HM 12/A2.11 11/A2.11 6/A2.11 90 MIN CORRIDOR STAIR 1S6-23'-0" x 6'-8" 1 3/4" MTL F HM 12/A2.11 11/A2.11 6/A2.11 90 MIN CORRIDOR STAIR 2Level 07700M(PR) 3'-0" x 8'-0" 1 3/4" ALUM H ALUM - CORRIDOR ELEVATOR LOBBY ON ELEC. HOLD-OPENS701M3'-0" x 6'-8" 1 3/4" MTL C HM 5/A2.11 4/A2.11 6/A2.11 20 MIN ELEVATOR LOBBY STORAGE702M(PR) 3'-0" x 6'-8" 1 3/4" MTL E HM 8/A2.11 7/A2.11 1/A2.11 - STORAGE CORRIDOR703M3'-0" x 6'-8" 1 3/4" MTL C HM 8/A2.11 7/A2.11 6/A2.11 20 MIN ELEC. / TELE. CORRIDOR704M3'-0" x 6'-8" 1 3/4" MTL C HM 8/A2.11 7/A2.11 6/A2.11 45 MIN TRASH CORRIDORS7-13'-0" x 6'-8" 1 3/4" MTL F HM 12/A2.11 11/A2.11 6/A2.11 90 MIN CORRIDOR STAIR 1S7-23'-0" x 6'-8" 1 3/4" MTL F HM 12/A2.11 11/A2.11 6/A2.11 90 MIN CORRIDOR STAIR 2Level 08800M(PR) 3'-0" x 8'-0" 1 3/4" ALUM H ALUM - CORRIDOR ELEVATOR LOBBY ON ELEC. HOLD-OPENS801M3'-0" x 6'-8" 1 3/4" MTL C HM 5/A2.11 4/A2.11 6/A2.11 20 MIN ELEVATOR LOBBY JANITOR802M(PR) 3'-0" x 6'-8" 1 3/4" MTL E HM 8/A2.11 7/A2.11 1/A2.11 - STORAGE CORRIDOR803M3'-0" x 6'-8" 1 3/4" MTL C HM 8/A2.11 7/A2.11 6/A2.11 20 MIN ELEC. / TELE. CORRIDOR804M3'-0" x 6'-8" 1 3/4" MTL C HM 8/A2.11 7/A2.11 6/A2.11 45 MIN TRASH CORRIDOR805M3'-0" x 8'-0" 2" ALUM J ALUM - EXT. PATIO CORRIDOR CONTROLLED ACCESS; PANIC BARS8-13'-0" x 6'-8" 1 3/4" MTL F HM 12/A2.11 11/A2.11 6/A2.11 90 MIN CORRIDOR STAIR 1S8-23'-0" x 6'-8" 1 3/4" MTL F HM 12/A2.11 11/A2.11 6/A2.11 90 MIN CORRIDOR STAIR 2Roof LevelS9-23'-0" x 6'-8" 1 3/4" MTL C HM 90 MIN STAIR 2 ROOFDOOR SCHEDULE - UNITSMARKDOOR PROPERTIES FRAME PROPERTIESFIRERTNGLOCATION COMMENTSWIDTH X HEIGHT THICK. MAT. TYPE FIN. MAT. HEAD JAMB SILL013'-0" x 6'-8" 1 3/4" S.C. A HM 20 MIN UNIT ENTRY SINGLE - RAISED PANEL023'-0" x 6'-8" 1 3/8" INT. H.C. B WD - BEDROOM RAISED PANEL033'-0" x 6'-8" 1 3/8" INT. H.C. B WD - BATH SINGLE - RAISED PANEL042'-0" x 6'-8" 1 3/8" INT. H.C. B WD - CLOSET SINGLE - RAISED PANEL052'-6" x 6'-8" 1 3/8" INT. H.C. B WD - CLOSET SINGLE - RAISED PANEL063'-0" x 6'-8" 1 3/8" INT. H.C. B WD - CLOSET SINGLE - RAISED PANEL07(PR) 1'-6" x 6'-8" 1 3/4" INT. H.C.D WD - CLOSET DOUBLE - RAISED PANEL08(PR) 2'-0" x 6'-8" 1 3/4" INT. H.C.D WD - CLOSET DOUBLE - RAISED PANEL09(PR) 2'-6" x 6'-8" 1 3/4" INT. H.C.D WD - CLOSET DOUBLE - RAISED PANEL103'-0" x 6'-8" 1 3/8" INT. H.C. M WD - BATH SLIDING BARN DOOR113'-6" x 6'-8" 1 3/8" INT. H.C. M WD - HALLWAY / DEN SLIDING BARN DOOR124'-0" x 6'-8" 1 3/8" INT. H.C. M WD - HALLWAY / DEN SLIDING BARN DOOR13(PR) 3'-0" x 6'-8" 1" INT. H.C. P WD - CLOSET SLIDING BYPASS14(PR) 1'-6" X 6'-8" 1 1/2" INT. H.C. N WD - LAUNDRY BI-FOLD W/ LAY-FLAT HINGES; GRILL ABOVE DOOR (REF. MECH)156'-6" x 7'-0" EXT. S.C. Q ALUM - BALCONY SLIDING GLASS DOOR - 2 PANEL169'-0" x 7'-0" EXT. S.C. R ALUM - BALCONY SLIDING GLASS DOOR - 3 PANEL173'-0"x 7'-0" 1 3/4" J - BALCONY HINGED GLASS DOORREVISION SCHEDULENO: DATE: DESCRIPTION: FLOOR FINISH &BASE AS SPEC.DOOR AS SCHED.INTERIOR MOLDINGAS SPEC.DOOR AS SCHED.WD DOOR FRAMEAS SCHED.SHIM AS REQ'DINTERIOR MOLDINGAS SPEC.DOOR AS SCHED.HEADER; REF.STRUCT. DWGS.MTL DOOR FRAME;AS SCHED.DOOR AS SCHED.MTL DOOR FRAME;AS SCHED.DOOR AS SCHED.HEADER; REF.STRUCT. DWGS.FINISH FLOOR ASSPEC.MTL THRESHOLDSMOKE SEAL ASSPEC.DOOR AS SCHED.MTL DOOR FRAME;AS SCHED.DOOR AS SCHED.SMOKE SEALRESILIENTCHANNELGYP. WRAPPED AROUNDFROM TO RETAIN HOURLYRATING AT BEARING WALLMTL DOOR FRAME;AS SCHED.DOOR AS SCHED.HEADER; REF.STRUCT. DWGS.SMOKE SEALRESILIENTCHANNELGYP. WRAPPED AROUNDFROM TO RETAIN HOURLYRATING AT BEARING WALLMTL DOOR FRAME; ASSCHED.; GROUT FILLEAS REQUIREDDOOR AS SCHED.CMUSEALANT & BACKERRODMTL DOOR FRAME; ASSCHED.; GROUT FILLEAS REQUIREDDOOR AS SCHED.CMU HEADER; REF.STRUCT. DWG'S.MTL DOOR FRAME; ASSCHED.; GROUT FILLEAS REQUIREDDOOR AS SCHED.CONCRETE WALLSEALANT1'-0"6"TO FACE OF DOOR< 8"TO FACE OF DOOR< 8"MTL DOOR FRAME; ASSCHED.; GROUT FILLEAS REQUIREDDOOR AS SCHED.CONCRETE WALLSEALANT1'-0"6"MTL DOOR FRAME; ASSCHED.; GROUT FILLEAS REQUIREDDOOR AS SCHED.CONCRETE WALLSEALANT1 1/2"1'-0"MTL FURRINGCHANNELMTL J-CLOSURE6"MTL DOOR FRAME; ASSCHED.; GROUT FILLEAS REQUIREDDOOR AS SCHED.CONCRETE WALLSEALANT1 1/2"1'-0"6"< 8"< 8"MTL DOOR FRAME; ASSCHED.; GROUT FILLEAS REQUIREDDOOR AS SCHED.CMUSEALANT & BACKERROD4"MTL DOOR FRAME; ASSCHED.; GROUT FILLEAS REQUIREDDOOR AS SCHED.CMUSEALANT & BACKERROD4"DOOR AS SCHED.LAY-FLAT HINGEPER. MANUF.(ABOVE) TRACKLESSCONTROL ARM & PIVOTSYSTEM FOR 180 DEG. LAY-FLAT OPERATIONFLUSH FRAMEINTERIOR MOLDINGAS SPEC.DOOR AS SCHED.HEADER; REF.STRUCT. DWGS.TRACKLESS CONTROL ARM &PIVOT SYSTEM FOR 180 DEG.LAY-FLAT OPERATIONISSUE FOR PRICING / BIDDING:DRAWN BY:AOR:The architectural works depictedherein are the sole property ofHumphreys & Partners UrbanArchitecture, L.P. and may not beconstructed or used without its expresswritten permission. No permission tomodify or reproduce any of thearchitectural works, including withoutlimitation the e construction of anybuilding, is expressed or should beimplied from delivery of preliminarydrawings or unsealed constructiondrawings. Permission to construct thebuilding depicted in sealedconstruction drawings is expresslyconditioned on the full and timelypayment of all fees otherwise dueHumphreys & Partners Architects, L.P.and, in the absence of any writtenagreement to the contrary, is limited toa one-time use One he site indicatedon these plans.HUMPHREYS & PARTNERSURBAN ARCHITECTURE, L.P.5339 ALPHA ROAD * SUITE 300* DALLAS, TX 75240T: (972) 701-9636 F: (972) 701-9639DALLAS * NEWPORT BEACH * NEW ORLEANS *ORLANDO * CHENNAI * MONTEVIDEOCopyright 2017 - Humphreys & Partners Urban Architecture, L.P.All Rights ReservedISSUE FOR PERMIT APPLICATION:ISSUE FOR CONSTRUCTION:DESIGNED BY:PLOT DATEwww.humphreys.comSHEET CONTENTSSHEET NUMBERSCALE--- 3" = 1'-0"A2.11DOOR DETAILSNEWMAN DEVELOPMENT GROUPCITY CENTREBH16077PERMIT ISSUE (07/10/2017)SBMCITHACA, NY07/10/201707/10/2017 3" = 1'-0"1DOOR DTL - SILL - TYPICAL 3" = 1'-0"2DOOR DTL - WD JAMB - TYPICAL 3" = 1'-0"3DOOR DTL - WD HEAD - TYPICAL 3" = 1'-0"4DOOR DTL - HM JAMB - TYPICAL 3" = 1'-0"5DOOR DTL - HM HEAD - TYPICAL 3" = 1'-0"6DOOR DTL - SILL - SMOKE SEAL 3" = 1'-0"7DOOR DTL - HM JAMB AT CORR. 3" = 1'-0"8DOOR DTL - HM HEAD AT CORR. 3" = 1'-0"9DOOR DTL - HM JAMB AT CMU 3" = 1'-0"10DOOR DTL - HM HEAD AT CMU 3" = 1'-0"11DOOR DTL - HM JAMB AT CONC. 3" = 1'-0"12DOOR DTL - HM HEAD AT CONC. 3" = 1'-0"13DOOR DTL - HM JAMB AT CONC. & GYP. 3" = 1'-0"14DOOR DTL - HM HEAD AT CONC. & GYP. 3" = 1'-0"15DOOR DTL - HM JAMB AT CMU & FURRING 3" = 1'-0"16DOOR DTL - HM HEAD AT CMU & FURRING 3" = 1'-0"17DOOR DTL - WD JAMB - LAY FLAT BIFOLD 3" = 1'-0"18DOOR DTL - WD HEAD - LAY FLAT BIFILDREVISION SCHEDULENO: DATE: DESCRIPTION: MTL THRESHOLD INFULL BED OF SEALANTDOOR SWEEP W/DRIP EDGEDOOR AS SCHED.FINISH FLOOR ASSPEC.1/4" MAX. W/O BEVEL1/2"MAX.1:2 BEVEL REQ'DSLOPESELF-ADHERINGFLASHING WRAPPEDAROUND WD BLOCKINGINTO OPENING W/SEALANT JOINTSEALANT &BACKER RODDOOR FRAME ASSCHED.FACE BRICK; ECONOMY SIZEMASONRY ANCHOR; 16" O.C.HORIZ. & VERT.STRAIGHT FLASHING AT ALLJOINTS AND BEHIND ANCHORPENETRATIONS7 5/8"SEALANT & BACKER ROD1/2"HEADER; REF.STRUCT.SELF-ADHERINGFLASHING WRAPPEDAROUND FRAME INTOOPENING W/ SEALANTJOINTSEALANT & BACKER RODCORNER BEADCONTINUOUS WD BLOCKINGDOOR FRAME AS SCHED. W/SOLID GROUT FILLFACE BRICK; ECONOMY SIZETAPE COUNTER FLASHINGOVER TERMINATION BAR ATTOP EDGE OF FLEXIBLEFLASHINGWEEP AT BRICK; 24" O.C. MAX.LOOSE LINTELDRIP EDGEFLEXIBLE FLASHING OVERLINTEL & DRIP EDGECAVITY DRAINAGE MESHSEALANT & BACKER RODSELF-ADHERINGFLASHING WRAPPEDAROUND WD BLOCKINGINTO OPENING W/SEALANT JOINTSEALANT &BACKER RODDOOR FRAME ASSCHED.SEALANT & BACKER RODMETL PANEL SYSTEM;AS SPEC.RAINSCREENATTACHMENT SYSTEM1A11/2"HEADER; REF.STRUCT.SELF-ADHERINGFLASHING WRAPPEDAROUND FRAME INTOOPENING W/ SEALANTJOINTSEALANT & BACKER RODCORNER BEADCONTINUOUS WD BLOCKINGDOOR FRAME AS SCHED. W/SOLID GROUT FILLMETAL PANEL SYSTEM;AS SPEC.RAINSCREEN ATTACHEMENT1 1/2"TERMINATION BAR OVER PRE-FINISHEDMTL FLASHINGTAPE FLASHING OVER TERMINATIONBARSLIDING DOORAS SCHED.MTL PANEL SILL CLOSER;REF. MANUF.SEALANT & BACKER RODMETL PANEL SYSTEM;AS SPEC.RAINSCREENATTACHMENT SYSTEMGUARDRAIL;ATTACHED ATSIDEWALL.6"1 1/2"1A1TAPE FLASHING; 2"MIN. OVERLAP ATINSULATION AND INTOROUGH OPENING.SEALANT &BACKER RODSTOOL & BASEFIRE TREATEDWOOD BLOCKINGAS REQ'DSEALANT BEADJOINTMETAL PANEL SYSTEM;AS SPEC.RAINSCREEN ATTACHEMENT1 1/2"TERMINATION BAR OVER PRE-FINISHEDMTL FLASHINGTAPE FLASHING OVER TERMINATIONBARHEADER; REF. STRUCT.CORNER BEADSLIDING DOOR AS SCHED.TAPE FLASHING; 2" MIN.OVERLAP AT INSULATIONAND INTO ROUGH OPENING.FIRE TREATED WOODBLOCKING AS REQ'DSEALANT & BACKER RODLAP 2ND LAYER OF TAPEFLASHING OVER NAILINGFLANGER.O.SHIM AS REQ'DSEALANT & BACKER RODACM PANEL SILLCLOSER; REF. MANUF.RAINSCREENATTACHMENTACM PANEL SYSTEMALUM. STIFFNER ATPANEL BUMP8"3/4"SLIDING DOOR AS SCHED.TAPE FLASHING; 2" MIN.OVERLAP AT INSULATIONAND INTO ROUGH OPENING.JAMB FLASHING TOOVERLAP SILL FLASHINGFIRE TREATED WOODBLOCKING AS REQ'DR.O.SEALANT & BACKER RODLAP 2ND LAYER OFTAPE FLASHING OVERNAILING FLANGECORNER BEADRAINSCREEN ATTACHMENT (BOD:KNIGHT WALL - HCI SYSTEM)SOFFIT SILL CLOSER W/ DRIP EDGESEALANT & BACKER RODHEADER; REF. STRUCT.CORNER BEADSLIDING DOOR AS SCHED.TAPE FLASHING; 2" MIN.OVERLAP AT INSULATIONAND INTO ROUGH OPENING.FIRE TREATED WOODBLOCKING AS REQ'DSEALANT & BACKER RODLAP 2ND LAYER OF TAPEFLASHING OVER NAILINGFLANGER.O.SHIM AS REQ'DSEALANT & BACKER RODMETL PANEL SYSTEM;AS SPEC.RAINSCREENATTACHMENT SYSTEM1A1SLIDING DOOR AS SCHED.TAPE FLASHING; 2" MIN.OVERLAP AT INSULATIONAND INTO ROUGH OPENING.JAMB FLASHING TOOVERLAP SILL FLASHINGFIRE TREATED WOODBLOCKING AS REQ'DR.O.SEALANT & BACKER RODLAP 2ND LAYER OFTAPE FLASHING OVERNAILING FLANGECORNER BEADSLIDING DOORAS SCHED.GUARDRAIL;ATTACHED ATSIDEWALL.6"SEALANT & BACKER RODACM PANEL SILLCLOSER; REF. MANUF.ACM PANEL SYSTEMALUM. STIFFNER ATPANEL BUMPSLOPE8"3/4"1B3TAPE FLASHING; 2"MIN. OVERLAP ATINSULATION AND INTOROUGH OPENING.SEALANT &BACKER RODSTOOL & BASEFIRE TREATEDWOOD BLOCKINGAS REQ'DSEALANT BEADJOINTSLIDING DOORAS SCHED.SEALANTRAINSCREEN ATTACHMENT (BOD:KNIGHT WALL - HCI SYSTEM)GUARDRAIL;ATTACHED ATSIDEWALL.6"SILL EXTENSIONSLOPESLOPETAPE FLASHING; 2"MIN. OVERLAP ATINSULATION AND INTOROUGH OPENING.SEALANT &BACKER RODSTOOL & BASEFIRE TREATEDWOOD BLOCKINGAS REQ'DSEALANT BEADJOINTSLIDING DOORAS SCHED.1 1/2"CAST STONE SILL;SHAPE: CS-1SLOPESEALANTCOMPRESSIBLEMATERIAL; MIN. 1/4" THICKMASONRYANCHOR; 16"O.C. HORIZ. &VERT.SELF-ADHERING FLEXIBLEFLASHING; CONTINUOUSOVER RIGID INSULATION &STEEL ANGLENON-CONTINUOUSCOMPRESSIBLESHIMSTEEL ANGLE FOR CASTSTONE SUPPORT; REF.STRUCT. DWG'S.PIN ANCHORMTL SILL EXTENSIONFLASHINGGUARDRAIL;ATTACHED ATSIDEWALL.6"TAPE FLASHING; 2"MIN. OVERLAP ATINSULATION AND INTOROUGH OPENING.SEALANT &BACKER RODSTOOL & BASEFIRE TREATEDWOOD BLOCKINGAS REQ'DSEALANT BEADJOINTLOOSE LINTEL;REF. STRUCT.DWG'S FOR SIZE1/2"GALV. MTLDRIP EDGEWEEP ATBRICK; 16"O.C. MAX.FLEXIBLEFLASHINGOVER LINTEL& DRIPEDGECAVITYDRAINAGEMESHTERMINATIONBAR OVERFLEXIBLEFLASHINGTAPE COUNTERFLASHING OVERTERMINATION BAR &INSULATION CORNERCONDITIONHEADER; REF. STRUCT.CORNER BEADSLIDING DOOR AS SCHED.TAPE FLASHING; 2" MIN.OVERLAP AT INSULATIONAND INTO ROUGH OPENING.FIRE TREATED WOODBLOCKING AS REQ'DSEALANT & BACKER RODLAP 2ND LAYER OF TAPEFLASHING OVER NAILINGFLANGER.O.SHIM AS REQ'DFACE BRICK;ECONOMY SIZEMASONRYANCHOR;STRAIGHT FLASHING AT ALLJOINTS AND BEHIND ANCHORPENETRATIONSLAP FLEXIBLE TAPE FLASHING OVERINSULATION CORNER AND OVER JAMBFLASHING4 1/2"SEALANT & BACKER RODSLIDING DOOR AS SCHED.TAPE FLASHING; 2" MIN.OVERLAP AT INSULATIONAND INTO ROUGH OPENING.JAMB FLASHING TOOVERLAP SILL FLASHINGFIRE TREATED WOODBLOCKING AS REQ'DR.O.SEALANT & BACKER RODLAP 2ND LAYER OFTAPE FLASHING OVERNAILING FLANGECORNER BEADFIRE TREATED WOODBLOCKING AS REQ'DFIRE TREATED WOODBLOCKING AS REQ'DISSUE FOR PRICING / BIDDING:DRAWN BY:AOR:The architectural works depictedherein are the sole property ofHumphreys & Partners UrbanArchitecture, L.P. and may not beconstructed or used without its expresswritten permission. No permission tomodify or reproduce any of thearchitectural works, including withoutlimitation the e construction of anybuilding, is expressed or should beimplied from delivery of preliminarydrawings or unsealed constructiondrawings. Permission to construct thebuilding depicted in sealedconstruction drawings is expresslyconditioned on the full and timelypayment of all fees otherwise dueHumphreys & Partners Architects, L.P.and, in the absence of any writtenagreement to the contrary, is limited toa one-time use One he site indicatedon these plans.HUMPHREYS & PARTNERSURBAN ARCHITECTURE, L.P.5339 ALPHA ROAD * SUITE 300* DALLAS, TX 75240T: (972) 701-9636 F: (972) 701-9639DALLAS * NEWPORT BEACH * NEW ORLEANS *ORLANDO * CHENNAI * MONTEVIDEOCopyright 2017 - Humphreys & Partners Urban Architecture, L.P.All Rights ReservedISSUE FOR PERMIT APPLICATION:ISSUE FOR CONSTRUCTION:DESIGNED BY:PLOT DATEwww.humphreys.comSHEET CONTENTSSHEET NUMBERSCALE--- 3" = 1'-0"A2.12DOOR DETAILSNEWMAN DEVELOPMENT GROUPCITY CENTREBH16077PERMIT ISSUE (07/10/2017)SBMCITHACA, NY07/10/201707/10/2017 3" = 1'-0"1DOOR DTL - SILL - TYPICAL EXTERIOR 3" = 1'-0"2DOOR DTL - HM JAMB AT EXT. - BRICK 3" = 1'-0"3DOOR DTL - HM HEAD AT EXT. - BRICK 3" = 1'-0"4DOOR DTL - HM JAMB AT EXT. - MTL PANEL 3" = 1'-0"5DOOR DTL - HM HEAD AT EXT. - MTL PANEL 3" = 1'-0"6DOOR DTL - SLIDER SILL AT MTL PANEL 3" = 1'-0"8DOOR DTL - SLIDER HEAD AT MTL PANEL 3" = 1'-0"10DOOR DTL - SLIDER JAMB AT ACM BUMP 3" = 1'-0"11DOOR DTL - SLIDER HEAD AT ACM BUMP 3" = 1'-0"7DOOR DTL - SLIDER JAMB AT MTL PANEL 3" = 1'-0"9DOOR DTL - SLIDER SILL AT ACM BUMP 3" = 1'-0"12DOOR DTL - SLIDER SILL AT ACM BUMP & CS 3" = 1'-0"13DOOR DTL - SLIDER SILL AT BRICK BUMP 3" = 1'-0"15DOOR DTL - SLIDER HEAD AT BRICK BUMP 3" = 1'-0"14DOOR DTL - SLIDER JAMB AT BRICK BUMP 3" = 1'-0"16DOOR DTL - SLIDER SILL AT BALCONY - CONC. 3" = 1'-0"17DOOR DTL - SLIDER SILL AT BALCONY - PAVERSREVISION SCHEDULENO: DATE: DESCRIPTION: F.F.7'-0" HD. HT.EXTERIOR WINDOW TYPEST= DENOTES TEMPERED GLASS PER IBC 2009REFER TO UNIT PLANS FOR LOCATIONLOUVER TYPES2'-8 1/2"5'-0"2'-8 1/2"5'-0"2'-8 1/2"5'-0"5'-0"3'-0"2'-0"F.F.1'-6"9'-0"8'-0"2'-6"8'-6"6'-0"6"1'-6"4'-0"L1L2L3A1A2A3SLIDINGSLIDING GLIDERCASEMENTCASEMENT2'-8 1/2"5'-0"5'-0"A4SLIDING GLIDER; WITH FIXEDSASHPERMANANTLYFIXED2'-8 1/2"5'-0"REFER TO IBC 20152406 GLAZING/HAZARDOUS LOCATIONSTHE FOLLOWING SHALL BE CONSIDERED SPECIFIC HAZARDOUS LOCATIONS REQUIRING SAFETY GLAZING MATERIALS:1.GLAZING IN SWINGING DOORS (SEE 2406.4.1)2.GLAZING IN FIXED AND SLIDING PANELS OF SLIDING DOOR ASSEMBLIES AND PANELS IN SLIDING AND BIFOLD CLOSET DOORASSEMBLIES.3.GLAZING IN STORM DOORS4.GLAZING IN UNFRAMED SWINGING DOORS.5.GLAZING IN DOORS AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS AND SHOWERS. GLAZING INANY PORTION OF A BUILDING WALL ENCLOSING THESE COMPARTMENTS WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING ISLESS THAN 60 INCHES (1524 MM) ABOVE A STANDING SURFACE.6.GLAZING ADJACENT TO DOORS: GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR WHERE THE NEARESTEXPOSED EDGE OF THE GLAZING IS WITHIN A 24 INCH (610 MM) ARC OF EITHER THE VERTICAL EDGE OF THE DOOR IN A CLOSEDPOSITION AND WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524 MM) ABOVE THE WALKINGSURFACE.EXCEPTIONS:1. PANELS WHERE THERE IS AN INTERVENING WALL OR OTHER PERMANENT BARRIER BETWEEN THE DOOR AND GLAZING.2. GLAZING IN WALLS PERPENDICULAR TO THE PLANS OF THE DOOR IN A CLOSED POSITION IN ONE AND TWO FAMILY DWELLINGS ORWITHIN DWELLING UNITS IN USE GROUP R-2.7. GLAZING IN WINDOWS: GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL, OTHER THAN IN THOSE LOCATIONS DESCRIBED INPRECEDING ITEMS 5 AND 6, WHICH MEETS ALL OF THE FOLLOWING CONDITIONS:7.1 EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN 9 SQUARE FEET (0.84 M^2);7.2 EXPOSED BOTTOM EDGE LESS THAN 18 INCHES (457 MM) ABOVE THE FLOOR;7.3 EXPOSED TOP EDGE GREATER THAN 36 INCHES (914 MM) ABOVE THE FLOOR;7.4 ONE OR MORE WALKING SURFACE(S) WITHIN 36 INCHES (915 MM) HORIZONTALLY OF THE PLANE OF THE GLAZING.EXCEPTION: SAFETY GLAZING FOR CONDITION NUMBER 7 IS NOT REQUIRED FOR THE FOLLOWING INSTALLATIONS:1. A PROTECTIVE BAR 1-1/2 INCHES (38 MM) OR MORE IN HEIGHT, CAPABLE OF WITHSTANDING A HORIZONTAL LOAD OF 50 POUNDS PER LINEAR FOOT (730 N/M) WITHOUT CONTACTING THE GLASS IS INSTALLED ON THE ACCESSIBLE SIDES OF THE GLAZING 34 INCHES TO 38 INCHES (864 MM TO 965 MM) ABOVE THE FLOOR.2. THE OUTBOARD PANE IN INSULATING GLASS UNITS OR MULTIPLE GLAZING WHERE THE BOTTOM EXPOSED EDGE OF THE GLASS IS 25 FEET (7620 MM) OR MORE ABOVE ANY GRADE, ROOF, WALKING SURFACE OR OTHER HORIZONTAL OR SLOPED (WITHIN 45 DEGREES OF HORIZONTAL) (0.78 RAD) SURFACE ADJACENT TO THE GLASS EXTERIOR.8. GLAZING IN GUARDS AND RAILINGS, INCLUDING STRUCTURAL BALUSTER PANELS AND NONSTRUCTURAL IN-FILL PANELS,REGARDLESS OF AREA OR HEIGHT ABOVE A WALKING SURFACE.9. GLAZING IN WALLS AND FENCES ENCLOSING INDOOR AND OUTDOOR SWIMMING POOLS, HOT TUBS AND SPAS WHERE ALL OF THEFOLLOWING CONDITIONS ARE PRESENT:9.1 THE BOTTOM EDGE OF THE GLAZING ON THE POOL OR SPA SIDE IS LESS THAN 60 INCHES (1524 MM) ABOVE A WALKING SURFACEON THE POOL OR SPA SIDE OF THE GLAZING; AND9.2 THE GLAZING IS WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE WATER'S EDGE OF A SWIMMING POOL OR SPA.10. GLAZING IS ADJACENT TO STAIRWAYS, LANDINGS AND RAMPS WHERE THE BOTTOM EXPOSED EDGE OF GLAZING IS LESS THAN 60"ABOVE THE PLANE OF ADJACENT WALKING SURFACE OF STAIRWAYS, LANDINGS BETWEEN FLIGHTS OF STAIRS AND RAMPS SHALL BECONSIDERED A HAZARDOUS LOCATION, EXCEPT-10.1 WHERE THE SIDE OF A STAIRWAY, LANDING OR RAMP HAS A GUARD COMPLYING WITH THE PROVISIONS OF SECTIONS 1015 &1607.8 AND THE PLANE OF GLASS IS GREATER THAN 18" FROM THE RAILING.10.2WHERE GLAZING IS MORE THAN 36 INCHES (914 MM) HORIZONTALLY FROM A WALKING SURFACE;11.FIRE DEPARTMENT GLASS ACCESS PANELS SHALL BE OF TEMPERED GLASS. FOR INSULATING GLASS UNITS, ALL PANES SHALL BE OFTEMPERED GLASS.SAFETY GLAZING NOTESGENERAL NOTES FOR WINDOW INSTALLATIONA.INSTALLATION OF ALL EXTERIOR WINDOWS SHALL BE IN ACCORDANCE WITH THE BUILDING CODE, ASTM E2112-07, AND ASTM E2266-04.B.THE DRAWINGS MAY NOT ADDRESS ALL ISSUES RELATED TO EVERY POSSIBLE INSTALLATION SITUATION ONE MIGHT EXPERIENCE INTHE FIELD NOR DO THEY PURPORT TO PROVIDE FAIL-SAFE INSTALLATION METHODS, ASSURANCE OR PROTECTION AGAINSTINSTALLATION DEFICIENCIES, OR A STANDARD THAT CAN ENSURE DELIVERED PERFORMANCE.C.THE EFECTIVE PERFORMANCE OF INSTALLED FENESTRATION PRODUCTS IS DEPENDENT IN PART UPON FOLLOWING PROPERINSTALLATION PROCEDURES AND APPROPRIATE WORKMANSHIP. THE COORDINATION OF TRADES AND PROPER SEQUENCING AREESSENTIAL FOR EFFECTIVE FENESTRATION INSTALLATION. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR THENECESSARY COORDINATION OF TRADES AND PROPER CONSTRUCTION SEQUENCING OF THE INSTALLED FENESTRATION PRODUCT.D.IMPROPER INSTALLATION OF UNITS CONTRIBUTES TO EXCESSIVE AIR, WATER AND SOUND LEAKAGE, AND CONDENSATION WHICHMAY PROMOTE THE DETERIORATION OF WALL CONSTRUCTIONS, INSULATION, FENESTRATION PRODUCTS, AND THEIR RESPECTIVEFINISHES.E.CONTINUITY SHALL BE MAINTAINED BETWEEN ELEMENTS IN THE FENESTRATION PRODUCT AND THE WEATHER RESISTANT BARRIER(W.R.B.) THAT PROVIDES WEATHER PROTECTION, AIR LEAKAGE CONTROL, AND RESISTANCE TO HEAT FLOW AND VAPOR DIFFUSION.THE GENERAL CONTRACTOR SHALL ENSURE THE PROPER CONTINUITY OF ALL ELEMENTS.F.A W.R.B. SERVES TO PRECLUDE THE ENTRY OF WATER INTO THE FENESTRATION PRODUCT PERIMETER AREA, OR PROMPTLYDRAIN WATER THAT ENTERS THE FENESTRATION PRODUCT PERIMETER AREA, OR BOTH. IT SHALL BE INSTALLED IN A HORIZONTALSHINGLE-LAP MANNER. THE INSTALLED W.R.B. SHALL BE PROTECTED FROM DAMAGE DURING CONSTRUCTION. ANY DAMAGE TO THEW.R.B. SHALL BE REPAIRED PRIOR TO COMPLETING THE INSTALLATION OF THE FENESTRATION PRODUCT AND SHALL MEET THEREQUIREMENTS OF THE W.R.B. MANUFACTURER.FLASHING REQUIREMENTS:A.PROPER FLASHING AND SEALING ARE NECESSARY TO PREVENT WATER FROM ENTERING BETWEEN THE W.R.B., THEFENESTRATION PRODUCT FRAME, AND THE ADJACENT CONSTRUCTION MATERIALS.B.UNLESS OTHERWISE SPECIFIED, FLASHING MATERIAL SHALL PROVIDE TWENTY-FOUR (24) HOUR MINIMUM PROTECTION FROMWATER PENETRATION WHEN TESTED IN ACCORDANCE WITH TEST METHOD D 779.C.THE FLASHING MEMBRANE SHALL BE SECURELY AFFIXED TO MINIMIZE ANY WEATHER DAMAGE PRIOR TO THE BUILDING'S EXTERIORTREATMENT BEING APPLIED. THE FENESTRATION PRODUCT AND FLASHING SHALL BE INTEGRATED INTO THE OVERALL W.R.B. THEGENERAL CONTRACTOR SHALL CONSULT THE FENESTRATION AND FLASHING MANUFACTURERS FOR ANY SPECIAL FLASHINGREQUIREMENTS UNIQUE TO THEIR PRODUCTS.D.UNLESS OTHERWISE SPECIFIED, GALVANIZED METAL FLASHING SHALL BE NO LESS THAN 26 GAGE IN THICKNESS AND SHALL BE ZINCCOATED ON BOTH SIDES BY EITHER HOT DIPPED GALVANIZED OR ELECTROPLATED. IT CAN BE SURFACE TREATED FOR PAINTING BYPHOSPHATIZING.E.TO PROVIDE ADEQUATE PROTECTION AGAINST GALVANIC CORROSION, USE ONLY FASTENERS THAT ARE COMPATIBLE WITH THEMATERIALS JOINED AND THAT WILL NOT RESULT IN GALVANIC CORROSION.F.FASTENER LENGTH SHALL BE SUFFICIENT TO PENETRATE THE SUBSTRATE TO A DEPTH DESIGNED TO MEET APPLICABLE BUILDINGCODES, MANUFACTURER'S RECOMMENDATIONS, AND STRUCTURAL CALCULATIONS. NUMBER AND SPACING SHALL BE SUFFICIENT TOMEET LOADS.G.THE INSTALLATION OF FASTENERS OR FASTENING SYSTEMS SHALL NOT CAUSE EXCESSIVE DISTORTION (+/- 1/16") OF ANY FRAMEOR SASH MEMBER, NOR IN ANY WAY IMPEDE THE OPERATION OF THE UNIT. HOWEVER, WHEN FASTENING WINDOWS TO THE BUILDINGSTRUCTURE THROUGH AN INTEGRAL NAILING FLANGE, THE FREQUENCY OF SAID FASTENERS SHALL BE AS REQUIRED TO PREVENTEXCESSIVE BUCKLING (+/- 1/16") OF THE FLANGE AND ENSURE CONTINUOUS AND POSITIVE COMPRESSION ON PERIMETER CAULKINGBETWEEN FLANGE AND STRUCTURE. THE INTEGRAL NAILING FLANGE AT THE HEAD OF THE WINDOW SHALL BE FASTENED IN SUCH AMANNER AS TO INSURE THAT THE WINDOW HEAD WILL NOT BOW DOWNWARDS IF THE HEAD BEAM OVER THE WINDOW DEFLECTS. THISCAN BE ACCOMPLISHED BY VERTICALLY ELONGATED INSTALLATION HOLES IN THE INTEGRAL NAILING FLANGE AT THE WINDOW HEAD ORSPECIAL FLANGE CLIPS THAT ALLOW MOVEMENT OF THEH FLANGE IN A VERTICAL DIRECTION.INSTALLATION REQUIREMENTS:A.ANCHORING OF WINDOW PRODUCTS SHOULD ALWAYS BE DONE ACCORDING TO THE MANUFACTURER'S INSTRUCTIONS.B.WHEN REQUIRED, SHIMS SHALL BE INSTALLED IN A MANNER AND IN SUFFICIENT NUMBER TO MINIMIZE DEFLECTION, DISTORTION,OR ROTATION OF THE FRAME TO ACHIEVE PROPER OPERATION OF THE FENESTRATION PRODUCTS, OR AS RECOMMENDED BY THEFENESTRATION MANUFACTURER. DO NOT OVER-SHIM. PRODUCTS SHALL NOT BE RACKED MORE THAN 1/8" OUT OF SQUARE FORDIMENSIONS UP TO 4 FEET OR MORE THAN 3/16" FOR DIMENSIONS GREATER THAN 4 FEET. REFER TO THE MANUFACTURER'SINSTRUCTIONS FOR UNIT SHIMMING REQUIREMENTS.C.WINDOWS WITH PERIMETER MOUNTING FLANGES SHALL BE INSTALLED WITH FLASHING, WHICH SHALL BE APPLIED SO AS TOINTEGRATE WITH THE FLANGES ON THE WINDOW UNIT AND WITH THE W.R.B. MATERIALS IN A HORIZONTAL SHINGLE-LAP MANNER.D.APPLY THE W.R.B. IN WATER SHEDDING FASHION, STARTING AT THE BASE OF THE WALL AND WORKING TOWARDS THE TOP. INSTALLTHE W.R.B. TO THE FACE OF THE BUILDING SHEATHING FLUSH WITH THE ROUGH OPENING OF THE WINDOW HEAD, JAMBS, AND SILL.E.REFER TO FLASHING INSTALLATION SEQUENCE FOR MORE INFORMATION.GENERAL NOTES1.ALL OPERABLE WINDOWS MUST BE EQUIPPED WITH AN OPENING PROTECTION DEVICE TO LIMIT THE WINDOW OPENING TO NOTALLOW A 4" SPHERE TO PASS THROUGH THE OPENING AND AFTER OPERATION TO RELEASE ALLOW THE WINDOW TO FULLY OPEN2.WHERE OPERABLE WINDOWS ARE PROVIDED, CONTROLS THAT ARE ACCESSIBLE IN CLEAR FLOOR SPACE, HEIGHT AND OPERATIONSHALL COMPLY WITH ICC/ANSI A117.1-2009 SECTION 3093.ALL OPERABLE WINDOWS TO HAVE FACTORY INSTALLED LOCKING DEVICES.4.ALL OPERABLE WINDOWS TO HAVE HALF SCREENS BY MANUFACTURER.5.INSTALL TEMPERED GLASS IN ALL HAZARDOUS LOCATIONS AS DEFINED IN THE 2015 IBC.INSULATIONSHEATHINGINSULATIONEXTERIOR SIDEINTERIOR SIDESTEP - 4WINDOW FLASHING SEQUENCESTEP - 1STEP - 2STEP - 3STEP - 5STEP - 5FLASHING SYSTEMS INSTALLATION GUIDELINES FOR RECTANGULAR INTEGRAL FLANGED WINDOWS AFTER RIGID INSULATION WITH WEATHER BARRIER IS INSTALLED.PREPARE WALL FOR FLASHING SEQUENCEINSTALL SILL FLASHINGFLASH WINDOW OPENINGSINSTALL WINDOW AND FLASH JAMBSFLASH THE HEADERAIR SEAL INTERIOR WINDOW PERIMETERA.WOOD BLOCKING INSTALLED INTO OPENING AS REQUIREDB.APPLY RIGID POLYISOCYANURATE INSULATION ONSHEATHING; INSTALLED TO ACT AS WEATHER RESISTANTBARRIERA.CUT A PIECE OF 6” OR 9” WIDE FLASHING ADHESIVE TAPE THE WIDTH OF THE SILL.B.INSTALL THE CUT PIECE OF FLASHING ADHESIVE TAPE ALONG FLAT PART OF THE SILL. ENSURE ATLEAST 2” OF FLASHING ADHESIVE TAPE IS COVERING THE FACE OF INSULATION BELOW THE SILL.C.APPLY A MINIMUM OF 12” LENGTH OF EXTENDABLE SELF-ADHERED FLASHING ADHESIVE TAPE WITHNO FASTENERS AT EACH CORNER OF THE SILL, GOING 6” UP THE JAMB AND AT LEAST 6” ON THE SILLOVERLAPPING THE FLASHING ADHESIVE TAPE.A.ENSURE INSULATION AND BLOCKING SURFACES ARECLEAN, DRY AND FREE OF GREASE, DUST OR DEBRIS.B.APPLY MINIMUM OF 6" WIDE FLASHING ADHESIVE TAPETO WINDOW ROUGH OPENING, WRAPPING AROUNDSHEATHING AND FRAME. IF ADDITIONAL ADHESION ISNEEDED TO HOLD FLASHING IN PLACE AROUNDBLOCKING, STAPLES MAY BE USED.A.APPLY CONTINUOUS BEAD OF SEALANT TO THE BACK SIDEOF THE MOUNTING FLANGE, ALONG THE HEADER ANDSIDES OF THE WINDOW.B.INSTALL WINDOWS PLUMB, LEVEL AND SQUARE,ACCORDING TO MANUFACTURER RECOMMENDATIONS.C.CUT TWO PIECES OF FLASHING ADHESIVE TAPE FOR JAMBFLASHING EXTENDING 1” ABOVE WINDOW HEAD FLANGEAND BELOW BOTTOM EDGE OF SILL FLASHING. REMOVERELEASE PAPER AND PRESS TIGHTLY ALONG SIDES OFWINDOW FRAME.A.CUT A PIECE OF FLASHING ADHESIVE TAPE FOR HEADFLASHING, WHICH EXTENDS BEYOND OUTER EDGES OFJAMB FLASHINGS. REMOVE RELEASE PAPER AND INSTALLCOMPLETELY COVERING MOUNTING FLANGE ANDADHERING TO INSULATION.B.TAPE HEAD FLASHING WITH CONSTRUCTION TAPEMANUFACTURER REQUIREMENTS.A.INSTALL RESIDENTIAL, COMMERCIAL OR RECOMMENDED SEALANT (AND BACKER ROD AS NECESSARY) AROUND THE WINDOW OPENING AT THEINTERIOR. IT IS ALSO ACCEPTABLE TO USE WINDOW, DOOR OR RECOMMENDED FOAM. THE SEAL CREATED BY THE SEALANT (AND BACKER ROD ASNECESSARY) OR FOAM WILL ALSO SERVE AS A BACK DAM. RESIDENTIAL OR COMMERCIAL SEALANT SHOULD BE TOOLED FLAT TO ALLOW THENATURAL CURING PROCESS TO CREATE A CONCAVE SHAPE. BE SURE THAT THE SEALANT PENETRATES THE GROOVES OF THE EXTENDABLE SELF-ADHERED FLASHING ADHESIVE TAPE AROUND THE SILL.ABACC6" MIN.6" MIN.BBAABCCABAJAMB FRAMINGBLOCKINGFOAM SEALANTBETWEEN WINDOWFRAME, JAMBFRAMING, ANDSILL FRAMINGSILL FRAMINGISSUE FOR PRICING / BIDDING:DRAWN BY:AOR:The architectural works depictedherein are the sole property ofHumphreys & Partners UrbanArchitecture, L.P. and may not beconstructed or used without its expresswritten permission. No permission tomodify or reproduce any of thearchitectural works, including withoutlimitation the e construction of anybuilding, is expressed or should beimplied from delivery of preliminarydrawings or unsealed constructiondrawings. Permission to construct thebuilding depicted in sealedconstruction drawings is expresslyconditioned on the full and timelypayment of all fees otherwise dueHumphreys & Partners Architects, L.P.and, in the absence of any writtenagreement to the contrary, is limited toa one-time use One he site indicatedon these plans.HUMPHREYS & PARTNERSURBAN ARCHITECTURE, L.P.5339 ALPHA ROAD * SUITE 300* DALLAS, TX 75240T: (972) 701-9636 F: (972) 701-9639DALLAS * NEWPORT BEACH * NEW ORLEANS *ORLANDO * CHENNAI * MONTEVIDEOCopyright 2017 - Humphreys & Partners Urban Architecture, L.P.All Rights ReservedISSUE FOR PERMIT APPLICATION:ISSUE FOR CONSTRUCTION:DESIGNED BY:PLOT DATEwww.humphreys.comSHEET CONTENTSSHEET NUMBERSCALE---As indicatedA2.20WINDOWSCHEDULE &NOTESNEWMAN DEVELOPMENT GROUPCITY CENTREBH16077PERMIT ISSUE (07/10/2017)SBMCITHACA, NY07/10/201707/10/2017WINDOW SCHEDULE - EXTERIORMARKWINDOW SIZEMATERIAL DESCRIPTION HD.HT.WIDTH HEIGHTA1 5' - 0" 5' - 0"7' - 8 1/2"A2 3' - 0" 5' - 0"7' - 8 1/2"A3 2' - 0" 5' - 0"7' - 8 1/2"A4 5' - 0" 5' - 0"7' - 8 1/2"LOUVER SCHEDULE - EXTERIORMARKWINDOW SIZEMATERIAL DESCRIPTION HD.HT.WIDTH HEIGHTL1 6' - 0" 9' - 0"14' - 6"L2 8' - 6" 2' - 6"9' - 6"L3 4' - 0" 1' - 6"2' - 0"REVISION SCHEDULENO: DATE: DESCRIPTION: LEVEL10'-0" HD. HT.EXTERIOR STOREFRONT TYPEST= DENOTES TEMPERED GLASS PER IBC 2009REFER TO UNIT PLANS FOR LOCATIONS1S3S210'-6" SILL HT.10'-0" HD. HT.S4S6S12S11S8S9S14S13S5S7S15S1610'-6"3'-2"3'-2"10'-6"3'-2"6'-6"3'-6"3'-6"6'-6"3'-2"10'-6"3'-2"10'-6"10'-0"10'-6"3'-2"4'-6"4'-6"9'-0"2'-6"2'-6"5'-0"2'-6"2'-6"5'-0"3'-0"3'-0"3'-0"9'-0"3'-0"3'-0"3'-0"9'-0"2'-6"2'-6"5'-0"4'-6"4'-6"9'-0"5'-0"2'-6"2'-6"3'-0"3'-0"3'-0"9'-0"3'-0"3'-0"6'-0"3'-0"3'-0"3'-0"3'-0"6'-0"F.F.F.F.10'-0" HD. HT.7'-8 1/2"10'-0"7'-6"2'-0"8'-0"2'-8"2'-8"2'-8"5'-0"5'-0"5'-0"15'-0"10'-6"3'-2"INTERIOR STOREFRONT TYPEST= DENOTES TEMPERED GLASS PER IBC 2009REFER TO UNIT PLANS FOR LOCATIONLEVELT.O.C.T.O.C.S93'-2"10'-6"S206"9'-6"10'-0"4'-6"4'-6"10'-0"10'-0"10'-6"10'-0" HD. HT.10'-6" SILL HT.10'-0" HD. HT.6" HIGH SILL6" HIGH SILL6" HIGH SILL6" HIGH SILL6" CURB ATAREA WELL9'-0"SPANDRELGLAZINGSPANDRELGLAZINGS2110'-0"SPANDRELGLAZINGSPANDRELGLAZINGSPANDRELGLAZING10'-6"3'-2"S22LEVELT.O.C.10'-0" HD. HT.10'-6" SILL HT.10'-0" HD. HT.TTTTTTTTTTTTTTLOUVERLOUVERLOUVER8'-3"B18'-0"1'-0 1/4"6'-2 1/2"1'-0 1/4"6'-0"10"TTTT3'-9 1/8"3'-8 1/2"3'-9 1/8"8'-1 1/4"1'-10 3/4"10'-0"3'-6"11'-2 3/4"B2104aTTTT8'-1 1/4"1'-10 3/4"10'-0"3'-6 3/4"3'-4 1/4"3'-4 1/4"3'-6 3/4"13'-10"6'-6"B3107aTTTTTT14'-10"3'-9 3/4"3'-7 1/4"3'-7 1/4"3'-9 3/4"8'-1 1/4"1'-10 3/4"10'-0"7'-0"107bB4TTTTTT3'-3 3/4"3'-4 1/2"3'-5 3/4"10'-2"1'-10 3/4"8'-1 1/4"10'-0"3'-0"B5104TTTT4'-4"4'-5 1/4"4'-5 1/4"4'-4 3/8"17'-7"1'-10 3/4"8'-1 1/4"10'-0"B6TTTT4'-6"4'-6"4'-5 3/8"4'-6 5/8"17'-11 3/4"10'-0"1'-10 3/4"8'-1 1/4"B7TTTT8'-1 1/4"1'-10 3/4"10'-0"1'-4 3/4"3'-2 1/2"1'-4 3/4"6'-0"3'-0"108B8TTTT11'-4"1'-11 1/2"3'-1 1/4"3'-1 1/4"3'-2"10'-0"1'-10 3/4"8'-1 1/4"6'-0"100aB9TTTTTT10'-0"1'-10 3/4"8'-1 1/4"B10TTTTT2'-0"8'-0"10'-0"5'-0"3'-3 3/4"1'-8 1/4"S176" HIGH SILL10" MIN.TTT9'-0"1'-4 3/4"6'-2 1/2"1'-4 3/4"10'-0"8'-0"2'-0"S1810" MIN.TTTTT10'-0"8'-0"2'-0"2'-8 1/4"3'-1 1/4"3'-2 1/2"9'-0"S1910" MIN.TTTTT1'-2"3'-1 1/4"3'-1 1/4"1'-0 3/8"10" MIN.10'-0"6"3'-2"13'-8"8'-4 7/8"S26TTTTTT6" HIGH SILLS242'-0"3'-1 1/4"3'-1 1/4"2'-1 3/8"10'-3 7/8"TTTTTT6" HIGH SILL10" MIN.3'-2 5/8"3'-2 5/8"3'-5 1/8"3'-5 1/8"3'-5 1/8"3'-1 1/4"3'-1 1/4"3'-2"3'-2"3'-2"3'-1 1/2"3'-1 1/2"3'-1 1/2"41'-9 5/8"10'-0"6"3'-2"13'-8"6'-5 1/8" (RETAIL 1 BEYOND)26'-0" (RETAIL 2 BEYOND)9'-4 1/2" (RETAIL 3 BEYOND)S25TT T TT TTTTTTTT6" HIGH SILLTT10" MIN.7'-8"9'-4"2'-4"2'-4"2'-4"2'-4"5'-8"2'-0"S23TTTT10.91°2.73°2.73°2.73°2.73°9'-4"2'-4"2'-4"2'-4"2'-4"S27TTT9'-6 1/2"2'-5 1/4"7'-1 1/4"6'-0"3'-3 3/4"2'-8 1/4"3'-0"10" MIN.ISSUE FOR PRICING / BIDDING:DRAWN BY:AOR:The architectural works depictedherein are the sole property ofHumphreys & Partners UrbanArchitecture, L.P. and may not beconstructed or used without its expresswritten permission. No permission tomodify or reproduce any of thearchitectural works, including withoutlimitation the e construction of anybuilding, is expressed or should beimplied from delivery of preliminarydrawings or unsealed constructiondrawings. Permission to construct thebuilding depicted in sealedconstruction drawings is expresslyconditioned on the full and timelypayment of all fees otherwise dueHumphreys & Partners Architects, L.P.and, in the absence of any writtenagreement to the contrary, is limited toa one-time use One he site indicatedon these plans.HUMPHREYS & PARTNERSURBAN ARCHITECTURE, L.P.5339 ALPHA ROAD * SUITE 300* DALLAS, TX 75240T: (972) 701-9636 F: (972) 701-9639DALLAS * NEWPORT BEACH * NEW ORLEANS *ORLANDO * CHENNAI * MONTEVIDEOCopyright 2017 - Humphreys & Partners Urban Architecture, L.P.All Rights ReservedISSUE FOR PERMIT APPLICATION:ISSUE FOR CONSTRUCTION:DESIGNED BY:PLOT DATEwww.humphreys.comSHEET CONTENTSSHEET NUMBERSCALE--- 1/4" = 1'-0"A2.21STOREFRONTSCHEDULE &NOTESNEWMAN DEVELOPMENT GROUPCITY CENTREBH16077PERMIT ISSUE (07/10/2017)SBMCITHACA, NY07/10/201707/10/2017ALIGNED AT ANGLEALIGNED AT ANGLEREVISION SCHEDULENO: DATE: DESCRIPTION: TAPE FLASHING; 2" MIN.OVERLAP AT INSULATION ANDINTO ROUGH OPENING.SEALANT & BACKER RODWINDOW AS SCHED.STOOL & TRIMMTL PANEL SILL CLOSER;REF. MANUF.SEALANT & BACKER RODMETL PANEL SYSTEM;AS SPEC.RAINSCREENATTACHMENT SYSTEMFIRE TREATED WOODBLOCKING AS REQ'DMIN. 12" SELF-ADHEREDFLASHING TAPE AT EACHCORNER OF SILL, UP 6" OFJAMB OVERLAPPING TAPEFLASHING AT SILL1 1/2"1A1SEALANTR.O.SEALANT BEAD JOINT1/2"HEADER; REF. STRUCT.CORNER BEADMETAL PANEL SYSTEM;AS SPEC.RAINSCREEN ATTACHEMENT1 1/2"WINDOW AS SCHED.TAPE FLASHING; 2" MIN.OVERLAP AT INSULATIONAND INTO ROUGH OPENING.FIRE TREATED WOODBLOCKING AS REQ'DSEALANT & BACKER RODLAP 2ND LAYER OF TAPEFLASHING OVER NAILINGFLANGER.O.SHIM AS REQ'DTERMINATION BAR OVER PRE-FINISHEDMTL FLASHINGTAPE FLASHING OVER TERMINATIONBARTAPE FLASHING; 2" MIN.OVERLAP AT INSULATION ANDINTO ROUGH OPENING.SEALANT & BACKER RODWINDOW AS SCHED.STOOL & TRIMFIRE TREATED WOODBLOCKING AS REQ'DMIN. 12" SELF-ADHEREDFLASHING TAPE AT EACHCORNER OF SILL, UP 6" OFJAMB OVERLAPPING TAPEFLASHING AT SILLSEALANT & BACKER RODACM PANEL SILLCLOSER; REF. MANUF.RAINSCREEN ATTACHMENTACM PANEL SYSTEM1B1SEALANTR.O.SEALANT BEAD JOINT1/2"HEADER; REF. STRUCT.CORNER BEADWINDOW AS SCHED.TAPE FLASHING; 2" MIN.OVERLAP AT INSULATIONAND INTO ROUGH OPENING.FIRE TREATED WOODBLOCKING AS REQ'DSEALANT & BACKER RODLAP 2ND LAYER OF TAPEFLASHING OVER NAILINGFLANGER.O.SHIM AS REQ'DLOOSE LINTEL;REF. STRUCT.DWG'S FOR SIZE1/2"GALV. MTLDRIP EDGEWEEP ATBRICK; 16"O.C. MAX.FLEXIBLEFLASHINGOVER LINTEL& DRIPEDGECAVITYDRAINAGEMESHTERMINATIONBAR OVERFLEXIBLEFLASHINGTAPE COUNTERFLASHING OVERTERMINATION BAR &INSULATION CORNERCONDITION1/2"HEADER; REF. STRUCT.CORNER BEADLOOSE LINTEL; REF. STRUCT.DWG'S FOR SIZE1/2"WINDOW AS SCHED.TAPE FLASHING; 2" MIN.OVERLAP AT INSULATIONAND INTO ROUGH OPENING.FIRE TREATED WOODBLOCKING AS REQ'DSEALANT & BACKER RODLAP 2ND LAYER OF TAPEFLASHING OVER NAILINGFLANGER.O.SHIM AS REQ'DGALV. MTLDRIP EDGEWEEP AT BRICK;16" O.C. MAX.FLEXIBLE FLASHINGOVER LINTEL & DRIPEDGECAVITY DRAINAGEMESHTERMINATION BAROVER FLEXIBLEFLASHINGTAPE COUNTERFLASHING OVERTERMINATION BAR1/2"HEADER; REF. STRUCT.CORNER BEADRAINSCREEN ATTACHMENT (BOD:KNIGHT WALL - HCI SYSTEM)SOFFIT SILL CLOSER W/ DRIP EDGESEALANT & BACKER RODWINDOW AS SCHED.TAPE FLASHING; 2" MIN.OVERLAP AT INSULATIONAND INTO ROUGH OPENING.FIRE TREATED WOODBLOCKING AS REQ'DSEALANT & BACKER RODLAP 2ND LAYER OF TAPEFLASHING OVER NAILINGFLANGER.O.SHIM AS REQ'DTAPE FLASHING; 2" MIN.OVERLAP AT INSULATION ANDINTO ROUGH OPENING.SEALANT & BACKER RODWINDOW AS SCHED.STOOL & TRIMFACE BRICK; ECONOMYSIZEMASONRYANCHOR; 16" O.C.HORIZ. & VERT.STRAIGHT FLASHINGAT ALL JOINTS ANDBEHIND ANCHORPENETRATIONSBRICK ROWLOCK SILL;PROVIDE OPEN HEADWEEP JOINTS 16" O.C.FLEXIBLE THRU-WALLFLASHING LAPPED OVERSILL FLASHINGSEALANT & BACKERRODFIRE TREATED WOODBLOCKING AS REQ'DMIN. 12" SELF-ADHEREDFLASHING TAPE AT EACHCORNER OF SILL, UP 6" OFJAMB OVERLAPPING TAPEFLASHING AT SILLSLOPE1CSEALANTR.O.SEALANT BEAD JOINTWINDOW AS SCHED.TAPE FLASHING; 2" MIN.OVERLAP AT INSULATIONAND INTO ROUGH OPENING.JAMB FLASHING TOOVERLAP SILL FLASHINGFIRE TREATED WOODBLOCKING AS REQ'DSEALANT & BACKER RODR.O.SEALANT & BACKER RODLAP 2ND LAYER OFTAPE FLASHING OVERNAILING FLANGEMETL PANEL SYSTEM;AS SPEC.RAINSCREENATTACHMENT SYSTEM1A1CORNER BEADWINDOW AS SCHED.FACE BRICK; ECONOMY SIZEMASONRY ANCHOR; 16" O.C.HORIZ. & VERT.STRAIGHT FLASHING AT ALLJOINTS AND BEHIND ANCHORPENETRATIONSTAPE FLASHING; 2" MIN.OVERLAP AT INSULATIONAND INTO ROUGH OPENING.JAMB FLASHING TOOVERLAP SILL FLASHINGFIRE TREATED WOODBLOCKING AS REQ'DR.O.SEALANT & BACKER RODLAP 2ND LAYER OFTAPE FLASHING OVERNAILING FLANGE7 5/8"SEALANT & BACKER RODCORNER BEADTAPE FLASHING; 2" MIN.OVERLAP AT INSULATION ANDINTO ROUGH OPENING.SEALANT & BACKER RODWINDOW AS SCHED.STOOL & TRIMFIRE TREATED WOODBLOCKING AS REQ'DMIN. 12" SELF-ADHEREDFLASHING TAPE AT EACHCORNER OF SILL, UP 6" OFJAMB OVERLAPPING TAPEFLASHING AT SILLSEALANT & BACKER RODACM PANEL SILLCLOSER; REF. MANUF.ACM PANEL SYSTEMALUM. STIFFNER ATPANEL BUMPSLOPE8"3/4"1B3SEALANTR.O.SEALANT BEAD JOINTWINDOW AS SCHED.FACE BRICK;ECONOMY SIZEMASONRYANCHOR;STRAIGHT FLASHING AT ALLJOINTS AND BEHIND ANCHORPENETRATIONSLAP FLEXIBLE TAPE FLASHING OVERINSULATION CORNER AND OVER JAMBFLASHINGTAPE FLASHING; 2" MIN.OVERLAP AT INSULATIONAND INTO ROUGH OPENING.JAMB FLASHING TOOVERLAP SILL FLASHINGFIRE TREATED WOODBLOCKING AS REQ'DR.O.SEALANT & BACKER RODLAP 2ND LAYER OFTAPE FLASHING OVERNAILING FLANGE4 1/2"SEALANT & BACKER RODCORNER BEADWINDOW AS SCHED.TAPE FLASHING; 2" MIN.OVERLAP AT INSULATIONAND INTO ROUGH OPENING.JAMB FLASHING TOOVERLAP SILL FLASHINGFIRE TREATED WOODBLOCKING AS REQ'DR.O.SEALANT & BACKER RODLAP 2ND LAYER OFTAPE FLASHING OVERNAILING FLANGESEALANT & BACKER RODACM PANEL SILLCLOSER; REF. MANUF.RAINSCREENATTACHMENTACM PANEL SYSTEMALUM. STIFFNER ATPANEL BUMP8"3/4"CORNER BEADSTOREFRONTAS SCHED.TAPE FLASHING; 2"MIN. OVERLAP ATINSULATION ANDINTO OPENING.SEALANT &BACKER RODSUPPORT ANGLE ASREQ'D; REF. MANUF.FOR STOREFRONTATTACHEMNTSEALANT BEADJOINT3/8"T.O.C.ACM PANEL SILLCLOSER; REF. MANUF.RAINSCREEN ATTACHMENTACM PANEL SYSTEM1B1SEALANT & BACKER RODFINSH FLOOR2 3/4"1/2"HEADER; REF.STRUCT.CORNERBEADSTOREFRONT ASSCHED.TAPE FLASHING; 2"MIN. OVERLAP ATINSULATION AND INTOROUGH OPENING.SEALANT & BACKERRODR.O.SHIM AS REQ'DSEALANT & BACKER RODACM PANEL SYSTEM; ASSPEC.RAINSCREEN ATTACHEMENTTERMINATION BAR OVER PRE-FINISHED MTL FLASHINGTAPE FLASHING OVERTERMINATION BARSTOREFRONTAS SCHED.TAPE FLASHING; 2" MIN.OVERLAP AT INSULATIONAND INTO ROUGHOPENING. JAMBFLASHING TO OVERLAPSILL FLASHINGFIRE TREATEDWOOD BLOCKINGAS REQ'DR.O.SEALANT &BACKER RODCORNERBEADRAINSCREENATTACHMENTACM PANEL SYSTEMALUM. STIFFNER ATPANEL BUMP8"3/4"SEALANT & BACKER RODACM PANEL CLOSER;REF. MANUF.2 3/4"STOREFRONTAS SCHED.TAPE FLASHING; 2"MIN. OVERLAP ATINSULATION ANDINTO OPENING.SEALANT &BACKER RODSUPPORT ANGLE ASREQ'D; REF. MANUF.FOR STOREFRONTATTACHEMNTSEALANT BEADJOINT3/8"T.O.C.FACE BRICK; ECONOMYSIZEMASONRYANCHOR; 16" O.C.HORIZ. & VERT.STRAIGHT FLASHINGAT ALL JOINTS ANDBEHIND ANCHORPENETRATIONSBRICK ROWLOCK SILL;PROVIDE OPEN HEADWEEP JOINTS 16" O.C.FLEXIBLE THRU-WALLFLASHING LAPPED OVERSILL FLASHINGSEALANT & BACKERRODSLOPE1CFINSH FLOORSILL CLOSER ASREQ'D; REF.STOREFRONTMANUF.2 3/4"FACE BRICK;ECONOMY SIZEMASONRYANCHOR;STRAIGHT FLASHING AT ALLJOINTS AND BEHIND ANCHORPENETRATIONSLAP FLEXIBLE TAPE FLASHING OVERINSULATION CORNER AND OVER JAMBFLASHING4 1/2"SEALANT & BACKER RODSTOREFRONTAS SCHED.TAPE FLASHING; 2" MIN.OVERLAP AT INSULATIONAND INTO ROUGHOPENING. JAMBFLASHING TO OVERLAPSILL FLASHINGFIRE TREATEDWOOD BLOCKINGAS REQ'DR.O.SEALANT &BACKER RODCORNERBEAD2 3/4"FACE BRICK; ECONOMY SIZEMASONRY ANCHOR; 16" O.C.HORIZ. & VERT.STRAIGHT FLASHING AT ALLJOINTS AND BEHIND ANCHORPENETRATIONS7 5/8"STOREFRONTAS SCHED.TAPE FLASHING; 2" MIN.OVERLAP AT INSULATIONAND INTO ROUGHOPENING. JAMBFLASHING TO OVERLAPSILL FLASHINGFIRE TREATEDWOOD BLOCKINGAS REQ'DR.O.SEALANT &BACKER RODCORNERBEAD2 3/4"SEALANT & BACKER RODMTL CLOSURE AS REQ'D;REF. STOREFRONTMANUF.SEALANTRAINSCREEN ATTACHMENT (BOD:KNIGHT WALL - HCI SYSTEM)STOREFRONTAS SCHED.TAPE FLASHING; 2" MIN.OVERLAP AT INSULATIONAND INTO ROUGHOPENING. JAMBFLASHING TO OVERLAPSILL FLASHINGFIRE TREATEDWOOD BLOCKINGAS REQ'DR.O.SEALANT &BACKER RODCORNERBEAD2 3/4"LOOSE LINTEL; REF. STRUCT.DWG'S FOR SIZE1/2"GALV. MTLDRIP EDGEWEEP AT BRICK;16" O.C. MAX.FLEXIBLE FLASHINGOVER LINTEL & DRIPEDGECAVITY DRAINAGEMESHTERMINATION BAROVER FLEXIBLEFLASHINGTAPE COUNTERFLASHING OVERTERMINATION BAR1/2"HEADER; REF.STRUCT.CORNERBEADSTOREFRONT ASSCHED.TAPE FLASHING; 2"MIN. OVERLAP ATINSULATION AND INTOROUGH OPENING.SEALANT & BACKERRODR.O.SHIM AS REQ'DISSUE FOR PRICING / BIDDING:DRAWN BY:AOR:The architectural works depictedherein are the sole property ofHumphreys & Partners UrbanArchitecture, L.P. and may not beconstructed or used without its expresswritten permission. No permission tomodify or reproduce any of thearchitectural works, including withoutlimitation the e construction of anybuilding, is expressed or should beimplied from delivery of preliminarydrawings or unsealed constructiondrawings. Permission to construct thebuilding depicted in sealedconstruction drawings is expresslyconditioned on the full and timelypayment of all fees otherwise dueHumphreys & Partners Architects, L.P.and, in the absence of any writtenagreement to the contrary, is limited toa one-time use One he site indicatedon these plans.HUMPHREYS & PARTNERSURBAN ARCHITECTURE, L.P.5339 ALPHA ROAD * SUITE 300* DALLAS, TX 75240T: (972) 701-9636 F: (972) 701-9639DALLAS * NEWPORT BEACH * NEW ORLEANS *ORLANDO * CHENNAI * MONTEVIDEOCopyright 2017 - Humphreys & Partners Urban Architecture, L.P.All Rights ReservedISSUE FOR PERMIT APPLICATION:ISSUE FOR CONSTRUCTION:DESIGNED BY:PLOT DATEwww.humphreys.comSHEET CONTENTSSHEET NUMBERSCALE--- 3" = 1'-0"A2.22WINDOW &STOREFRONTDETAILSNEWMAN DEVELOPMENT GROUPCITY CENTREBH16077PERMIT ISSUE (07/10/2017)SBMCITHACA, NY07/10/201707/10/2017 3" = 1'-0"1WINDOW DTL - SILL AT METAL PANEL 3" = 1'-0"3WINDOW DTL - HEAD AT MTL PANEL 3" = 1'-0"4WINDOW DTL - SILL AT ACM 3" = 1'-0"12WINDOW DTL - HEAD AT BRICK BUMP 3" = 1'-0"10WINDOW DTL - HEAD AT BRICK 3" = 1'-0"7WINDOW DTL - HEAD AT ACM BUMP 3" = 1'-0"8WINDOW DTL - SILL AT BRICK 3" = 1'-0"2WINDOW DTL - JAMB AT MTL PANEL 3" = 1'-0"9WINDOW DTL - JAMB AT BRICK 3" = 1'-0"5WINDOW DTL - SILL AT ACM BUMP 3" = 1'-0"11WINDOW DTL - JAMB AT BRICK BUMP 3" = 1'-0"6WINDOW DTL - JAMB AT ACM BUMP 3" = 1'-0"13STOREFRONT DTL - SILL AT ACM PANEL 3" = 1'-0"15STOREFRONT DTL - HEAD AT ACM PANEL 3" = 1'-0"16STOREFRONT DTL - JAMB AT ACM BUMP 3" = 1'-0"17STOREFRONT DTL - SILL AT BRICK 3" = 1'-0"18STOREFRONT DTL - JAMB AT BRICK BUMP 3" = 1'-0"19STOREFRONT DTL - JAMB AT BRICK 3" = 1'-0"14STOREFRONT DTL - JAMB AT ACM PANEL 3" = 1'-0"20STOREFRONT DTL - HEAD AT BRICKREVISION SCHEDULENO: DATE: DESCRIPTION: DWSINKW/DISP.RANGEW/MICRO.HOODREF.2S2R60"x30"ROLL-INSHOWERS.H.MUDCLOSETLAVWC(ANSI)LINEN5SSTACKEDW/DDW30"X48" CLEAR FLOORSPACE AT DW;PARALLEL APPROACHSINKW/DISP.RANGEW/MICRO.HOODREF.30"X48" CLEAR FLOORSPACE AT APPLIANCE30"X48" CLEAR FLOORSPACE AT RANGE;PARALLEL APPROACH30"X48" CLEAR FLOORSPACE AT SINK;PARALLEL APPROACH2S2R60"x30"ROLL-INSHOWERS.H.LAV30"X60" CLEAR FLOORSPACE AT SHOWER;GLASS & DOORREMOVABLE FOR ANSIWC(ANSI)60"X66" CLEAR FLOORSPACE AT WCLINEN5S30"X48" CLEAR FLOORSPACE AT LAV.;FRONT APPROACHSTACKEDW/D30"X48" CLEAR FLOORSPACE AT W/D;PARALLEL APPROACHC.F.S.CPTVNL2R60"x30"ROLL-INSHOWERS.H.WC(ANSI)16' - 5"16' - 5"30' - 11 1/2"30' - 11 1/2"16' - 5"6"18' - 8 7/8"2' - 3 5/8"6"8' - 5"6"3"3' - 6"3' - 8 5/8"8' - 8 3/8"3"6"12' - 2 1/4"13' - 0 1/4"4' - 9"6"2' - 10 1/2"6"5' - 3 7/8"7' - 2 5/8"8' - 8 3/8"18' - 8 7/8"2' - 3 5/8"6"3' - 4 3/8"1' - 2 5/8"3' - 10"A3.017A3.016A3.013aA3.014a4b4cLIVING / DININGBEDKITCHENBATHROOMCLOSETA3.015a3A13B13A13B13A10110131642" MIN. CLR.24" MIN. CLR.BLOCKING FORGRAB BARS18" MIN. CLR.18" CLR.15" MIN. CLR.REF.SINK W/ DISP.MICRO.HOODRANGEDW3' - 0"1' - 6"3' - 0"1' - 2"8' - 8"24" MIN. CLR.ADJUSTABLESHOWER HEADROLL-IN SHOWER60" x 30"1' - 8"7' - 0"8' - 8"ACCESSIBLE WCTPGRAB BARS.REF.10/1.03a FORREINFORCINGLOCATION.48" x 40"FRAMELESSMIRRORLAVTPACCESSIBLE WCREMOVABLE BASECABINETS. INSULATEPIPES, PROVIDE FINISHEDPANELS. CONTINUE FLOORFINISH UNDER CABINETS.LIGHTING FIXTURE15" MIN.CLR.18" MIN. CLR.18" CLR.2' - 10"3' - 8"6"1' - 8"8' - 8"WASHERDRYERXXFLOORINGTRANSITION TAGCO= CASED OPENINGT= TEMPERED GLASS PERIBC 2406CPT= CARPETCT= CERAMIC TILEW= WASHING MACHINED= CLOTHES DRYERW/D= COMBO WASHER &DRYERKS= KNEE SPACETB= TOWER BAR AT 46" A.F.F.TR= TOWEL RINGTP= TOILET PAPER HOLDERM.B.= MEDICINE CABINETVNL= VINYL WOOD PLANKWS= WORKSPACEWC= WATER CLOSETLAV= LAVETORYRH= ROBE HOOKGB= GRAB BARDW= DISHWASHERAHU= AIR HANDLING UNITP= PANTRYWH= WATER HEATERSR= SHOWER RODSH= SHOWER HEAD2R2S= 2 RODS / 2 SHELVES1R1S= 1 ROD / 1 SHELF#S= # OF SHELVESREF= REFRIGERATORABBREVIATIONS:4321A3.XXXAX.XXCALLOUT TAGSYMBOL LEGEND - UNIT PLANSGENERAL UNIT NOTES30" x 48" CLEAR FLOORSPACE W/ 2"TOLERANCE AREAINTERIOR ELEVATIONSYMBOLWINDOW TAGSYMBOLDOOR TAGSYMBOLDETAIL SECTIONTAGBULKHEAD:1'-4" TYPICAL, U.N.O.REF. M.E.P.VINYL PLANK,REF. SPECIFICATIONS1.REFER TO MEP DWGS FOR LOCATION OF SMOKE, CO & FIRE DETECTORS.2.REFER TO SHEET A1.02 FOR ABBREVIATIONS AND GENERAL PROJECT NOTES.3.REFER TO SHEET A1.02 FOR TYPICAL INTERIOR ELEVATION PROFILES & NOTES.4.REFER TO SHEET A1.05 FOR TYPICAL WALL ASSEMBLIES.5.REFER TO SHEET A2.01-A2.01b FOR DOOR SCHEDULE & DETAILS.6.ALL INTERIOR DOORS SHALL ALLOW 3/4" AIRFLOW FOR RETURN AIR AT BOTTOM OF DOOR.7.REFER TO SHEET A2.02-A2.02b FOR WINDOW, STOREFRONT & WINDOW WALL SCHEDULES& DETAILS.8.ALL EXTERIOR WINDOWS SHALL MEET ALL FEDERAL, STATE AND ANY LOCAL GLAZINGSTANDARDS AND SLIDING GLASS DOORS SHALL HAVE PIN LOCKS OR CHARLEY BARS.9.NOT USED.10.REFER TO BUILDING PLANS FOR WALL TYPES.11.NOT USED.12.NOT USED.13.PROVIDE MOISTURE RESISTANT GYPSUM DRYWALL IN ALL UNIT BATHROOM WALLS ANDCEMENT BACKER BOARD BEHIND CERAMIC TILE AT SHOWER AND BATHS.14.PROVIDE SOUND BATTS IN ALL CORRIDOR AND TENANT SEPARATION WALLS.15.PROVIDE SOUND INSULATION IN WALLS AROUND ALL LAUNDRY ROOMS, PLUMBING, ANDALL HVAC CLOSETS.16.REFER TO STRUCTURAL DRAWINGS FOR SHEARWALL AND BEARING WALL LOCATIONS17.VERTICAL MECHANICAL CHASES WITHIN UNITS ARE TO BE FIRE STOPPED PER LOCALREQUIREMENTS.18.ALL DIMENSIONS ARE TO FACE OF STUD OR CENTER LINE OF OPENING. U.N.O.19.ALL ANGLES ARE 45° TO HORIZONTAL & VERTICAL DIRECTIONS, U.N.O. TYP. AT ALL UNITS.20.ALL DIMENSIONS AND NOTES STATING "CLEAR" IS FROM FACE OF FINISH.21.ALL DOORS ARE 4" FROM THE ADJACENT WALL, U.N.O.22.REFER TO A1.03 FOR ALL INTERIOR FAIR HOUSING ACT AND OTHER ACCESSIBILITYREQUIREMENTS.23.ALL TOWEL BARS ARE TO BE MOUNTED AT 45" A.F.F. AND TOILET PAPER DISPENSERS AT18" A.F.F. UNLESS NOTED OTHERWISE.24.INTERIOR ELEVATIONS ARE FOR SCHEMATIC CABINET LAYOUT ONLY. CONTRACTOR TOVERIFY ALL DIMENSIONS. PROVIDE FILLERS AS REQUIRED, FILLERS ARE NOT TO EXCEED3". REFER TO CABINET SHOP DRAWINGS.25.VANITY MIRRORS TO BE MOUNTED WITH THE BOTTOM OF THE REFLECTING SURFACE NOMORE THAN 40" A.F.F. IN ANSI BATHROOMS.26.PROVIDE MINIMUM RATED 2A:10B:C FIRE EXTINGUISHER IN EACH KITCHEN UNDER THESINK.27.VERIFY ALL TUB OR SHOWER WALL LENGTHS AND DIMENSIONS WITH ACTUAL TUB ORSHOWER PROVIDED. CONTRACTOR TO COORDINATE FRAMING, TUB OR SHOWERMANUFACTURER, AND DETAILS.28.PROVIDE SOLID BLOCKING IN WALLS FOR FUTURE INSTALLATION OF GRAB BARS ASSHOWN ON A1.03, OR ALTERNATIVE MEANS OF REINFORCING THE CAVITY BETWEEN THEFIBERGLASS TUB AND THE WALL.29.SEE ARCHITECTURAL ELEVATION, MEP AND STRUCTURAL DRAWINGS FOR EXTERIORFEATURES THAT MAY REQUIRE BLOCKING OR OTHER CONSIDERATIONS SPECIFIC TO THEUNIT LOCATION IN THE BUILDING, SUCH AS ATTACHED SIGNAGE, LIGHTING, AWNINGS,CANOPIES, TRELLISES, SHUTTERS, FIXTURES, BUILDOUTS, CORNICES, RAILINGS,LANDSCAPE FEATURES AND ADJACENT ATTACHED STRUCTURES.30.PROVIDE A HIGH OUTLET COVER SO THAT TV IN LIVING ROOM CAN BE MOUNTED AT 46"A.F.F. TO THE CENTER OF TV. REFER TO MEP AND TELECOM. PROVIDE BLOCKING FORT.V. MOUNTING.31.ALL EXTERIOR SLABS TO SLOPE DOWN 1/8" TO EDGE OF SLAB. LIGHT BROOM FINISH ATSLOPED SURFACES. VERIFY WITH STRUCTURUL DRAWINGS.32.REFER TO INTERIOR DESIGNER FINISH SCHEDULE FOR FINISHES, FOR ADDITIONAL ROOMFINISH NOTES AND SPECIFICATIONS.33.REFER TO INTERIOR DESIGNER DRAWINGS FOR EXACT MOLDING LOCATIONS, SIZES ANDFINISHES.34.NOT USED.35.NOT USED.36.ALTHOUGH SYMBOLS HAVE BEEN REMOVED FOR CLARITY, FLOOR FINISHES EXTENDUNDER SHELVING, WASHER/DRYER, AND REFRIGERATOR. FLOOR FINISHES EXTENDUNDER ALL RAISED COUNTERS, AND DESK AND CABINETS INDICATED WITH "REMOVABLEFRONTS".1/AX.XXSIMINT. PARTITION W/INSULATIONCLEAR FLOOR SPACEPLAN CALLOUT TAGA1011LEVEL 2-6KEY PLAN - UNIT E1LEVEL 7LEVEL 811' - 8 5/8"1' - 0 3/4"1' - 4 3/8"1 1/4"14' - 5 1/2"2 1/4"1' - 2 3/4"4"6"30' - 11 1/2"3B13C23C23C23C213ISSUE FOR PRICING / BIDDING:DRAWN BY:AOR:The architectural works depictedherein are the sole property ofHumphreys & Partners UrbanArchitecture, L.P. and may not beconstructed or used without its expresswritten permission. No permission tomodify or reproduce any of thearchitectural works, including withoutlimitation the e construction of anybuilding, is expressed or should beimplied from delivery of preliminarydrawings or unsealed constructiondrawings. Permission to construct thebuilding depicted in sealedconstruction drawings is expresslyconditioned on the full and timelypayment of all fees otherwise dueHumphreys & Partners Architects, L.P.and, in the absence of any writtenagreement to the contrary, is limited toa one-time use One he site indicatedon these plans.HUMPHREYS & PARTNERSURBAN ARCHITECTURE, L.P.5339 ALPHA ROAD * SUITE 300* DALLAS, TX 75240T: (972) 701-9636 F: (972) 701-9639DALLAS * NEWPORT BEACH * NEW ORLEANS *ORLANDO * CHENNAI * MONTEVIDEOCopyright 2017 - Humphreys & Partners Urban Architecture, L.P.All Rights ReservedISSUE FOR PERMIT APPLICATION:ISSUE FOR CONSTRUCTION:DESIGNED BY:PLOT DATEwww.humphreys.comSHEET CONTENTSSHEET NUMBERSCALE---As indicatedA3.01UNIT E1 - PLANS& ELEVATIONSNEWMAN DEVELOPMENT GROUPCITY CENTREBH16077PERMIT ISSUE (07/10/2017)SBMCITHACA, NY07/10/201707/10/20173KITCHEN - INTERIOR ELEVATIONS1/4" = 1'-0"4BATH 1- INTERIOR ELEVATIONS1/4" = 1'-0"5LAUNDRY - INTERIOR ELEVATIONS1/4" = 1'-0" 1/4" = 1'-0"1UNIT E1 - DIMENSION PLAN 1/4" = 1'-0"2UNIT E1 - REFERENCE PLAN 1/2" = 1'-0"6UNIT E1 - KITCHEN - C.F.S. PLAN 1/2" = 1'-0"7UNIT E1 - BATH & LAUNDRY - C.F.S. PLAN3a4a4b4c5a 1/4" = 1'-0"2aUNIT E1-ALT1 - REF. & DIM. PLANREVISION SCHEDULENO: DATE: DESCRIPTION: C.F.S.CPTVNL2S2R1S1RREF.RANGEW/MICRO.HOOD1S1R2S2RSINKW/DISP.60"x30"ROLL-INSHOWERS.H.WC(ANSI)LAVLINEN5SSTACKEDW/DDWREF.RANGEW/MICRO.HOOD30"X48" CLEAR FLOORSPACE AT RANGE;PARALLEL APPROACH30"X48" CLEAR FLOORSPACE AT APPLIANCESINKW/DISP.30"X48" CLEAR FLOORSPACE AT SINK;PARALLEL APPROACHDW30"X48" CLEAR FLOORSPACE AT DW;PARALLEL APPROACH60"x30"ROLL-INSHOWERS.H.30"X60" CLEAR FLOORSPACE AT SHOWER;GLASS & DOORREMOVABLE FOR ANSIWC(ANSI)60"X66" CLEAR FLOORSPACE AT WCLAVLINEN5S30"X48" CLEAR FLOORSPACE AT LAV.;FRONT APPROACHSTACKEDW/D30"X48" CLEAR FLOORSPACE AT W/D;PARALLEL APPROACHXXFLOORINGTRANSITION TAGCO= CASED OPENINGT= TEMPERED GLASS PERIBC 2406CPT= CARPETCT= CERAMIC TILEW= WASHING MACHINED= CLOTHES DRYERW/D= COMBO WASHER &DRYERKS= KNEE SPACETB= TOWER BAR AT 46" A.F.F.TR= TOWEL RINGTP= TOILET PAPER HOLDERM.B.= MEDICINE CABINETVNL= VINYL WOOD PLANKWS= WORKSPACEWC= WATER CLOSETLAV= LAVETORYRH= ROBE HOOKGB= GRAB BARDW= DISHWASHERAHU= AIR HANDLING UNITP= PANTRYWH= WATER HEATERSR= SHOWER RODSH= SHOWER HEAD2R2S= 2 RODS / 2 SHELVES1R1S= 1 ROD / 1 SHELF#S= # OF SHELVESREF= REFRIGERATORABBREVIATIONS:4321A3.XXXAX.XXCALLOUT TAGSYMBOL LEGEND - UNIT PLANSGENERAL UNIT NOTES30" x 48" CLEAR FLOORSPACE W/ 2"TOLERANCE AREAINTERIOR ELEVATIONSYMBOLWINDOW TAGSYMBOLDOOR TAGSYMBOLDETAIL SECTIONTAGBULKHEAD:1'-4" TYPICAL, U.N.O.REF. M.E.P.VINYL PLANK,REF. SPECIFICATIONS1.REFER TO MEP DWGS FOR LOCATION OF SMOKE, CO & FIRE DETECTORS.2.REFER TO SHEET A1.02 FOR ABBREVIATIONS AND GENERAL PROJECT NOTES.3.REFER TO SHEET A1.02 FOR TYPICAL INTERIOR ELEVATION PROFILES & NOTES.4.REFER TO SHEET A1.05 FOR TYPICAL WALL ASSEMBLIES.5.REFER TO SHEET A2.01-A2.01b FOR DOOR SCHEDULE & DETAILS.6.ALL INTERIOR DOORS SHALL ALLOW 3/4" AIRFLOW FOR RETURN AIR AT BOTTOM OF DOOR.7.REFER TO SHEET A2.02-A2.02b FOR WINDOW, STOREFRONT & WINDOW WALL SCHEDULES& DETAILS.8.ALL EXTERIOR WINDOWS SHALL MEET ALL FEDERAL, STATE AND ANY LOCAL GLAZINGSTANDARDS AND SLIDING GLASS DOORS SHALL HAVE PIN LOCKS OR CHARLEY BARS.9.NOT USED.10.REFER TO BUILDING PLANS FOR WALL TYPES.11.NOT USED.12.NOT USED.13.PROVIDE MOISTURE RESISTANT GYPSUM DRYWALL IN ALL UNIT BATHROOM WALLS ANDCEMENT BACKER BOARD BEHIND CERAMIC TILE AT SHOWER AND BATHS.14.PROVIDE SOUND BATTS IN ALL CORRIDOR AND TENANT SEPARATION WALLS.15.PROVIDE SOUND INSULATION IN WALLS AROUND ALL LAUNDRY ROOMS, PLUMBING, ANDALL HVAC CLOSETS.16.REFER TO STRUCTURAL DRAWINGS FOR SHEARWALL AND BEARING WALL LOCATIONS17.VERTICAL MECHANICAL CHASES WITHIN UNITS ARE TO BE FIRE STOPPED PER LOCALREQUIREMENTS.18.ALL DIMENSIONS ARE TO FACE OF STUD OR CENTER LINE OF OPENING. U.N.O.19.ALL ANGLES ARE 45° TO HORIZONTAL & VERTICAL DIRECTIONS, U.N.O. TYP. AT ALL UNITS.20.ALL DIMENSIONS AND NOTES STATING "CLEAR" IS FROM FACE OF FINISH.21.ALL DOORS ARE 4" FROM THE ADJACENT WALL, U.N.O.22.REFER TO A1.03 FOR ALL INTERIOR FAIR HOUSING ACT AND OTHER ACCESSIBILITYREQUIREMENTS.23.ALL TOWEL BARS ARE TO BE MOUNTED AT 45" A.F.F. AND TOILET PAPER DISPENSERS AT18" A.F.F. UNLESS NOTED OTHERWISE.24.INTERIOR ELEVATIONS ARE FOR SCHEMATIC CABINET LAYOUT ONLY. CONTRACTOR TOVERIFY ALL DIMENSIONS. PROVIDE FILLERS AS REQUIRED, FILLERS ARE NOT TO EXCEED3". REFER TO CABINET SHOP DRAWINGS.25.VANITY MIRRORS TO BE MOUNTED WITH THE BOTTOM OF THE REFLECTING SURFACE NOMORE THAN 40" A.F.F. IN ANSI BATHROOMS.26.PROVIDE MINIMUM RATED 2A:10B:C FIRE EXTINGUISHER IN EACH KITCHEN UNDER THESINK.27.VERIFY ALL TUB OR SHOWER WALL LENGTHS AND DIMENSIONS WITH ACTUAL TUB ORSHOWER PROVIDED. CONTRACTOR TO COORDINATE FRAMING, TUB OR SHOWERMANUFACTURER, AND DETAILS.28.PROVIDE SOLID BLOCKING IN WALLS FOR FUTURE INSTALLATION OF GRAB BARS ASSHOWN ON A1.03, OR ALTERNATIVE MEANS OF REINFORCING THE CAVITY BETWEEN THEFIBERGLASS TUB AND THE WALL.29.SEE ARCHITECTURAL ELEVATION, MEP AND STRUCTURAL DRAWINGS FOR EXTERIORFEATURES THAT MAY REQUIRE BLOCKING OR OTHER CONSIDERATIONS SPECIFIC TO THEUNIT LOCATION IN THE BUILDING, SUCH AS ATTACHED SIGNAGE, LIGHTING, AWNINGS,CANOPIES, TRELLISES, SHUTTERS, FIXTURES, BUILDOUTS, CORNICES, RAILINGS,LANDSCAPE FEATURES AND ADJACENT ATTACHED STRUCTURES.30.PROVIDE A HIGH OUTLET COVER SO THAT TV IN LIVING ROOM CAN BE MOUNTED AT 46"A.F.F. TO THE CENTER OF TV. REFER TO MEP AND TELECOM. PROVIDE BLOCKING FORT.V. MOUNTING.31.ALL EXTERIOR SLABS TO SLOPE DOWN 1/8" TO EDGE OF SLAB. LIGHT BROOM FINISH ATSLOPED SURFACES. VERIFY WITH STRUCTURUL DRAWINGS.32.REFER TO INTERIOR DESIGNER FINISH SCHEDULE FOR FINISHES, FOR ADDITIONAL ROOMFINISH NOTES AND SPECIFICATIONS.33.REFER TO INTERIOR DESIGNER DRAWINGS FOR EXACT MOLDING LOCATIONS, SIZES ANDFINISHES.34.NOT USED.35.NOT USED.36.ALTHOUGH SYMBOLS HAVE BEEN REMOVED FOR CLARITY, FLOOR FINISHES EXTENDUNDER SHELVING, WASHER/DRYER, AND REFRIGERATOR. FLOOR FINISHES EXTENDUNDER ALL RAISED COUNTERS, AND DESK AND CABINETS INDICATED WITH "REMOVABLEFRONTS".1/AX.XXSIMINT. PARTITION W/INSULATIONCLEAR FLOOR SPACEPLAN CALLOUT TAGA1011A3.113aA3.114a4b4cA3.113A3.116LIVING / DININGBEDROOMKITCHENBATHW.I.C.W.I.C.120"x30" FRAMED OPENINGA3.115a060301160612A13A13A13A13B13A13A13A13A13B13A331' - 11 1/2"1' - 0"30' - 11 1/2"1' - 0"30' - 11 1/2"31' - 11 1/2"19' - 7"19' - 7"4' - 1"9' - 7"5' - 11"5' - 3 7/8"6"3' - 2 1/8"2' - 3 5/8"4' - 7 3/8"3' - 2"6"4' - 0"6' - 4 1/2"12' - 9"6' - 10"6"6"8' - 5"6"10' - 2"10' - 10 1/2"6"3"9' - 0"1' - 10"5' - 1"3' - 2"3"8' - 5"3' - 10"3' - 11 5/8"7 3/8"6"10' - 2"10' - 10 1/2"3' - 4 3/8"3' - 0 1/8"2' - 2"1' - 10"3' - 0"1' - 6"3' - 0"1' - 2"HOODWORKSPACEMICRO.DWRANGEREF.8' - 8"SINK W/ DISP.24" MIN. CLR.18" CLR.18" MIN. CLR.ACCESSIBLEWCTP48" x 40"FRAMELESSMIRROR15" MIN. CLR.2' - 10"3' - 8"6"6"1' - 2"REMOVABLE BASE CABINETS.INSULATE PIPES, PROVIDEFINISHED PANELS, CONTINUEFLOOR FINISH UNDER CABINETS.1' - 7"GRAB BARS. REF.10/1.03a FORREINFORCING LOCATIONSLIGHT FIXTURELAV8' - 8"2' - 10"5' - 10"TPACCESSIBLE WC8' - 8"ADJUSTABLESHOWER HEADROLL-INSHOWER 60" x 30"1' - 8"7' - 0"8' - 8"24" MIN. CLR.18" CLR.18" MIN. CLR.15" MIN. CLR.10"3' - 10"BLOCKING FOR GRAB BARS4"2' - 4"BLOCKING2' - 6"WASHERDRYERLEVEL 2-6KEY PLAN - UNIT A1LEVEL 7LEVEL 8ISSUE FOR PRICING / BIDDING:DRAWN BY:AOR:The architectural works depictedherein are the sole property ofHumphreys & Partners UrbanArchitecture, L.P. and may not beconstructed or used without its expresswritten permission. No permission tomodify or reproduce any of thearchitectural works, including withoutlimitation the e construction of anybuilding, is expressed or should beimplied from delivery of preliminarydrawings or unsealed constructiondrawings. Permission to construct thebuilding depicted in sealedconstruction drawings is expresslyconditioned on the full and timelypayment of all fees otherwise dueHumphreys & Partners Architects, L.P.and, in the absence of any writtenagreement to the contrary, is limited toa one-time use One he site indicatedon these plans.HUMPHREYS & PARTNERSURBAN ARCHITECTURE, L.P.5339 ALPHA ROAD * SUITE 300* DALLAS, TX 75240T: (972) 701-9636 F: (972) 701-9639DALLAS * NEWPORT BEACH * NEW ORLEANS *ORLANDO * CHENNAI * MONTEVIDEOCopyright 2017 - Humphreys & Partners Urban Architecture, L.P.All Rights ReservedISSUE FOR PERMIT APPLICATION:ISSUE FOR CONSTRUCTION:DESIGNED BY:PLOT DATEwww.humphreys.comSHEET CONTENTSSHEET NUMBERSCALE---As indicatedA3.11UNIT A1 - PLANS& ELEVATIONSNEWMAN DEVELOPMENT GROUPCITY CENTREBH16077PERMIT ISSUE (07/10/2017)SBMCITHACA, NY07/10/201707/10/20173KITCHEN - INTERIOR ELEVATIONS1/4" = 1'-0"4BATH 1 - INTERIOR ELEVATIONS1/4" = 1'-0"5LAUNDRY - INTERIOR ELEVATION1/4" = 1'-0" 1/4" = 1'-0"2UNIT A1 - REFERENCE PLAN 1/4" = 1'-0"1UNIT A1 - DIMENSION PLAN3a4a4b4c 1/2" = 1'-0"6UNIT A1 - KITCHEN - C.F.S. PLAN 1/2" = 1'-0"3UNIT A1 - BATH & LAUNDRY- C.F.S. PLAN5aREVISION SCHEDULENO: DATE: DESCRIPTION: C.F.S.CPTVNL1S1RSTACKEDW/DREF.RANGEW/MICRO.HOODDWSINKW/DISP.2S2R1S1R60"x30"ROLL-INSHOWERS.H.LINEN5SWC(ANSI)LAV1S1RPAN.5SREF.30"X48" CLEAR FLOORSPACE AT APPLIANCERANGEW/MICRO.HOOD30"X48" CLEAR FLOORSPACE AT RANGE;PARALLEL APPROACHDW30"X48" CLEAR FLOORSPACE AT DW;PARALLEL APPROACHSINKW/DISP.PAN.5S30"X48" CLEAR FLOORSPACE AT SINK;PARALLEL APPROACH1S1RSTACKEDW/D30"X48" CLEAR FLOORSPACE AT W/D;PARALLEL APPROACH2S2R60"x30"ROLL-INSHOWERS.H.LINEN5SWC(ANSI)LAV30"X60" CLEAR FLOORSPACE AT SHOWER;GLASS & DOORREMOVABLE FOR ANSI60"X66" CLEAR FLOORSPACE AT WC30"X48" CLEAR FLOORSPACE AT LAV.;FRONT APPROACH1S1RSTACKEDW/DREF.RANGW/MICRHOODDWSINKW/DISP.LINEN5SWC(ANSI)LAVPAN.5S1S1RSTACKEDW/DREF.RANGW/MICRHOODDWSINKW/DISP.LINEN5SWC(ANSI)LAVPAN.5SXXFLOORINGTRANSITION TAGCO= CASED OPENINGT= TEMPERED GLASS PERIBC 2406CPT= CARPETCT= CERAMIC TILEW= WASHING MACHINED= CLOTHES DRYERW/D= COMBO WASHER &DRYERKS= KNEE SPACETB= TOWER BAR AT 46" A.F.F.TR= TOWEL RINGTP= TOILET PAPER HOLDERM.B.= MEDICINE CABINETVNL= VINYL WOOD PLANKWS= WORKSPACEWC= WATER CLOSETLAV= LAVETORYRH= ROBE HOOKGB= GRAB BARDW= DISHWASHERAHU= AIR HANDLING UNITP= PANTRYWH= WATER HEATERSR= SHOWER RODSH= SHOWER HEAD2R2S= 2 RODS / 2 SHELVES1R1S= 1 ROD / 1 SHELF#S= # OF SHELVESREF= REFRIGERATORABBREVIATIONS:4321A3.XXXAX.XXCALLOUT TAGSYMBOL LEGEND - UNIT PLANSGENERAL UNIT NOTES30" x 48" CLEAR FLOORSPACE W/ 2"TOLERANCE AREAINTERIOR ELEVATIONSYMBOLWINDOW TAGSYMBOLDOOR TAGSYMBOLDETAIL SECTIONTAGBULKHEAD:1'-4" TYPICAL, U.N.O.REF. M.E.P.VINYL PLANK,REF. SPECIFICATIONS1.REFER TO MEP DWGS FOR LOCATION OF SMOKE, CO & FIRE DETECTORS.2.REFER TO SHEET A1.02 FOR ABBREVIATIONS AND GENERAL PROJECT NOTES.3.REFER TO SHEET A1.02 FOR TYPICAL INTERIOR ELEVATION PROFILES & NOTES.4.REFER TO SHEET A1.05 FOR TYPICAL WALL ASSEMBLIES.5.REFER TO SHEET A2.01-A2.01b FOR DOOR SCHEDULE & DETAILS.6.ALL INTERIOR DOORS SHALL ALLOW 3/4" AIRFLOW FOR RETURN AIR AT BOTTOM OF DOOR.7.REFER TO SHEET A2.02-A2.02b FOR WINDOW, STOREFRONT & WINDOW WALL SCHEDULES& DETAILS.8.ALL EXTERIOR WINDOWS SHALL MEET ALL FEDERAL, STATE AND ANY LOCAL GLAZINGSTANDARDS AND SLIDING GLASS DOORS SHALL HAVE PIN LOCKS OR CHARLEY BARS.9.NOT USED.10.REFER TO BUILDING PLANS FOR WALL TYPES.11.NOT USED.12.NOT USED.13.PROVIDE MOISTURE RESISTANT GYPSUM DRYWALL IN ALL UNIT BATHROOM WALLS ANDCEMENT BACKER BOARD BEHIND CERAMIC TILE AT SHOWER AND BATHS.14.PROVIDE SOUND BATTS IN ALL CORRIDOR AND TENANT SEPARATION WALLS.15.PROVIDE SOUND INSULATION IN WALLS AROUND ALL LAUNDRY ROOMS, PLUMBING, ANDALL HVAC CLOSETS.16.REFER TO STRUCTURAL DRAWINGS FOR SHEARWALL AND BEARING WALL LOCATIONS17.VERTICAL MECHANICAL CHASES WITHIN UNITS ARE TO BE FIRE STOPPED PER LOCALREQUIREMENTS.18.ALL DIMENSIONS ARE TO FACE OF STUD OR CENTER LINE OF OPENING. U.N.O.19.ALL ANGLES ARE 45° TO HORIZONTAL & VERTICAL DIRECTIONS, U.N.O. TYP. AT ALL UNITS.20.ALL DIMENSIONS AND NOTES STATING "CLEAR" IS FROM FACE OF FINISH.21.ALL DOORS ARE 4" FROM THE ADJACENT WALL, U.N.O.22.REFER TO A1.03 FOR ALL INTERIOR FAIR HOUSING ACT AND OTHER ACCESSIBILITYREQUIREMENTS.23.ALL TOWEL BARS ARE TO BE MOUNTED AT 45" A.F.F. AND TOILET PAPER DISPENSERS AT18" A.F.F. UNLESS NOTED OTHERWISE.24.INTERIOR ELEVATIONS ARE FOR SCHEMATIC CABINET LAYOUT ONLY. CONTRACTOR TOVERIFY ALL DIMENSIONS. PROVIDE FILLERS AS REQUIRED, FILLERS ARE NOT TO EXCEED3". REFER TO CABINET SHOP DRAWINGS.25.VANITY MIRRORS TO BE MOUNTED WITH THE BOTTOM OF THE REFLECTING SURFACE NOMORE THAN 40" A.F.F. IN ANSI BATHROOMS.26.PROVIDE MINIMUM RATED 2A:10B:C FIRE EXTINGUISHER IN EACH KITCHEN UNDER THESINK.27.VERIFY ALL TUB OR SHOWER WALL LENGTHS AND DIMENSIONS WITH ACTUAL TUB ORSHOWER PROVIDED. CONTRACTOR TO COORDINATE FRAMING, TUB OR SHOWERMANUFACTURER, AND DETAILS.28.PROVIDE SOLID BLOCKING IN WALLS FOR FUTURE INSTALLATION OF GRAB BARS ASSHOWN ON A1.03, OR ALTERNATIVE MEANS OF REINFORCING THE CAVITY BETWEEN THEFIBERGLASS TUB AND THE WALL.29.SEE ARCHITECTURAL ELEVATION, MEP AND STRUCTURAL DRAWINGS FOR EXTERIORFEATURES THAT MAY REQUIRE BLOCKING OR OTHER CONSIDERATIONS SPECIFIC TO THEUNIT LOCATION IN THE BUILDING, SUCH AS ATTACHED SIGNAGE, LIGHTING, AWNINGS,CANOPIES, TRELLISES, SHUTTERS, FIXTURES, BUILDOUTS, CORNICES, RAILINGS,LANDSCAPE FEATURES AND ADJACENT ATTACHED STRUCTURES.30.PROVIDE A HIGH OUTLET COVER SO THAT TV IN LIVING ROOM CAN BE MOUNTED AT 46"A.F.F. TO THE CENTER OF TV. REFER TO MEP AND TELECOM. PROVIDE BLOCKING FORT.V. MOUNTING.31.ALL EXTERIOR SLABS TO SLOPE DOWN 1/8" TO EDGE OF SLAB. LIGHT BROOM FINISH ATSLOPED SURFACES. VERIFY WITH STRUCTURUL DRAWINGS.32.REFER TO INTERIOR DESIGNER FINISH SCHEDULE FOR FINISHES, FOR ADDITIONAL ROOMFINISH NOTES AND SPECIFICATIONS.33.REFER TO INTERIOR DESIGNER DRAWINGS FOR EXACT MOLDING LOCATIONS, SIZES ANDFINISHES.34.NOT USED.35.NOT USED.36.ALTHOUGH SYMBOLS HAVE BEEN REMOVED FOR CLARITY, FLOOR FINISHES EXTENDUNDER SHELVING, WASHER/DRYER, AND REFRIGERATOR. FLOOR FINISHES EXTENDUNDER ALL RAISED COUNTERS, AND DESK AND CABINETS INDICATED WITH "REMOVABLEFRONTS".1/AX.XXSIMINT. PARTITION W/INSULATIONCLEAR FLOOR SPACEPLAN CALLOUT TAGA101131' - 11 1/2"31' - 11 1/2"22' - 4"22' - 4"4' - 10"11' - 2"6' - 4"1' - 0"30' - 11 1/2"30' - 11 1/2"1' - 0"6"8' - 3 1/2"6"5' - 6 7/8"4' - 3 5/8"11' - 3 1/2"6"6"12' - 7 1/4"17' - 4 1/4"6 5/8"2' - 9 3/8"3' - 6"1' - 10"2' - 1 5/8"11' - 0 3/8"3"6 5/8"6' - 2 7/8"2' - 3 5/8"2' - 3 1/4"10' - 5 5/8"3"11' - 3 1/2"4' - 3 5/8"5' - 0 7/8"3' - 5 5/8"6"2' - 9 1/8"2' - 6 3/4"10' - 9 5/8"11' - 0 3/8"6' - 2 7/8"3' - 6 1/8"6"A3.126A3.127A3.123a3cA3.125a4a4bLIVING / DININGBEDROOMKITCHENBATHW.I.C.CLOSET3b083A13A13A13A13B13A13A13B13A13C23A13A13A3010207031416A124" MIN. CLR.24" MIN. CLR.BLOCKING FORGRAB BARSREMOVABLE BASE CABINETSAT KNEE CLEARANCE18" MIN. CLR.18" CLR.15" MIN. CLR.10"3' - 10"2' - 6"HOODMICRO.WORKSPACESINK W/ DISP.DWRANGE3' - 0"1' - 6"3' - 0"1' - 2"8' - 8"24" MIN. CLR.5' - 8"3' - 0"8' - 8"WASHERDRYERTPACCESSIBLE WCGRAB BARS.REF.10/1.03a FORREINFORCINGLOCATIONSACCESSIBLE WCREMOVABLE BASECABINETS. INSULATE PIPES,PROVIDE FINISHED PANELS.CONTINUE FLOOR FINISHUNDER CABINETS.LIGHT FIXTURETPROLL-IN SHOWER60" x 30"ADJUSTABLESHOWER HEADSH48" x 40"FRAMELESSMIRRORLAVGRAB BARS.REF.10/1.03a FORREINFORCINGLOCATION2' - 10"3' - 8"6"1' - 8"8' - 8"1' - 7"18" CLR.18" MIN. CLR.15" MIN. CLR.REF.PANTRY3' - 0"1' - 6"3' - 0"1' - 2"24" MIN. CLR.LEVEL 2-6KEY PLAN - UNIT A2LEVEL 7LEVEL 8KITCHENBATHCLOSETSHAFT14040122' - 4"6"8' - 3 1/2"6"6"9 5/8"6' - 1 3/4"3 3/4"2' - 0"3 3/4"2' - 0 1/2"1' - 6"8' - 11 5/8"3"3' - 5 5/8"6"2' - 5 1/4"6 7/8"2' - 0"3 3/4"3A13A13B13A13B13C23A13A13A32K32K32K3KITCHENBATHCLOSETSHAFT14040122' - 4"8' - 9 1/2"6"9 3/4"1' - 8"6 1/4"9 5/8"5' - 11 1/4"6 1/4"2' - 0"6 1/4"1' - 10"7' - 5 3/8"6 1/4"2' - 2 1/4"3 3/4"3"3' - 5 5/8"6"2' - 5 1/4"6 7/8"2' - 0"3 3/4"SHAFT3A13A13B13A13B13C23A13A13A32K32K32K32K32K3ISSUE FOR PRICING / BIDDING:DRAWN BY:AOR:The architectural works depictedherein are the sole property ofHumphreys & Partners UrbanArchitecture, L.P. and may not beconstructed or used without its expresswritten permission. No permission tomodify or reproduce any of thearchitectural works, including withoutlimitation the e construction of anybuilding, is expressed or should beimplied from delivery of preliminarydrawings or unsealed constructiondrawings. Permission to construct thebuilding depicted in sealedconstruction drawings is expresslyconditioned on the full and timelypayment of all fees otherwise dueHumphreys & Partners Architects, L.P.and, in the absence of any writtenagreement to the contrary, is limited toa one-time use One he site indicatedon these plans.HUMPHREYS & PARTNERSURBAN ARCHITECTURE, L.P.5339 ALPHA ROAD * SUITE 300* DALLAS, TX 75240T: (972) 701-9636 F: (972) 701-9639DALLAS * NEWPORT BEACH * NEW ORLEANS *ORLANDO * CHENNAI * MONTEVIDEOCopyright 2017 - Humphreys & Partners Urban Architecture, L.P.All Rights ReservedISSUE FOR PERMIT APPLICATION:ISSUE FOR CONSTRUCTION:DESIGNED BY:PLOT DATEwww.humphreys.comSHEET CONTENTSSHEET NUMBERSCALE---As indicatedA3.12UNIT A2 - PLANS& ELEVATIONSNEWMAN DEVELOPMENT GROUPCITY CENTREBH16077PERMIT ISSUE (07/10/2017)SBMCITHACA, NY07/10/201707/10/20173KITCHEN - INTERIOR ELEVATIONS1/4" = 1'-0"4BATH - INTERIOR ELEVATIONS1/4" = 1'-0"5LAUNDRY - INTERIOR ELEVATION1/4" = 1'-0" 1/4" = 1'-0"1UNIT A2 - DIMENSION PLAN 1/4" = 1'-0"2UNIT A2 - REFERENCE PLAN 1/2" = 1'-0"6UNIT A2 - KITCHEN - C.F.S. PLAN 1/2" = 1'-0"7UNIT A2 - BATH - C.F.S. PLAN3a3c5a4b4a3b 1/4" = 1'-0"2aUNIT A2-ALT1 - REF. & DIM. PLAN 1/4" = 1'-0"2bUNIT A2-ALT2 - REF. & DIM. PLANREVISION SCHEDULENO: DATE: DESCRIPTION: 60"x30"ROLL-INSHOWERS.H.WC(ANSI)STACKEDW/D2S2R1S1R1S1RREF.RANGEW/MICRO.HOODDWSINKW/DISP.PAN.5SLINEN5SLAV1S1RPAN.5SPAN.5SREF.RANGEW/MICRO.HOOD30"X48" CLEAR FLOORSPACE AT RANGE;PARALLEL APPROACHDW30"X48" CLEAR FLOORSPACE AT DW;PARALLEL APPROACHSINKW/DISP.PAN.5S1S1R30"X48" CLEAR FLOORSPACE AT APPLIANCEPAN.5S30"X48" CLEAR FLOORSPACE AT SINK;PARALLEL APPROACHPAN.5S60"x30"ROLL-INSHOWERS.H.WC(ANSI)60"X56" CLEAR FLOORSPACE AT WC30"X60" CLEAR FLOORSPACE AT SHOWER;GLASS & DOORREMOVABLE FOR ANSILINEN5SLAV30"X48" CLEAR FLOORSPACE AT LAV.;FRONT APPROACHSTACKEDW/D30"X48" CLEAR FLOORSPACE AT W/D;PARALLEL APPROACHC.F.S.CPTVNL29' - 4 1/2"29' - 4 1/2"25' - 11 1/2"6"11' - 6 1/4"13' - 5 1/4"6"4' - 1"20' - 2 1/2"5' - 1"6"6 5/8"5' - 11 3/8"6"5' - 6 7/8"12' - 4 5/8"6"3"7' - 5 3/4"6"8' - 11 7/8"2' - 3 5/8"1' - 10"7' - 9 1/4"3"4' - 4"4' - 4 5/8"6"3' - 2"2' - 3 5/8"2' - 0"8' - 3 1/4"10' - 6 3/8"1' - 10"6"4' - 1 1/4"12' - 4 3/8"4' - 3 5/8"12' - 2 1/2"6 5/8"2' - 8 3/4"25' - 11 1/2"A3.136A3.138A3.137A3.133a3bA3.134a4b4cA3.136aLIVING / DININGBEDROOMKITCHENBATHDENBALCONYW.I.C.CLOSET1102011403091515063A13A13A13A13A13A13A33A13A33C23C23A13A13B13B1GUARDRAIL/ KNEE WALL PARAPET; REF. ELEVATIONS24" MIN. CLR.42" MIN. CLR.15" MIN. CLR.18" CLR.18" MIN CLR.3' - 10"10"BLOCKING FORGRAB BARS2' - 4"4"MICRO.HOODDWRANGESINK W/ DISP.WORKSPACE3' - 0"1' - 6"3' - 0"1' - 2"8' - 8"24" MIN. CLR.REF.3' - 0"8' - 8"8' - 8"1' - 2"6"6"3' - 8"2' - 10"54" x 40"FRAMELESSMIRROR15" MIN. CLR.LAVLIGHTING FIXTURESHADJUSTABLESHOWER HEADROLL-IN SHOWER60" X 30"7' - 0"1' - 8"REMOVABLE BASECABINETS. INSULATEPIPES, PROVIDEFINISHED PANELS.CONTINUE FLOOR FINISHUNDER CABINETS.TPACCESSIBLE WCGRAB BARS. REF.10/1.03a FORREINFORCING LOCATIONS2' - 10"4' - 8"1' - 2"8' - 8"18"MIN. CLR.18" CLR.TPWASHERDRYERLEVEL 2-6KEY PLAN - UNIT A3LEVEL 7LEVEL 8XXFLOORINGTRANSITION TAGCO= CASED OPENINGT= TEMPERED GLASS PERIBC 2406CPT= CARPETCT= CERAMIC TILEW= WASHING MACHINED= CLOTHES DRYERW/D= COMBO WASHER &DRYERKS= KNEE SPACETB= TOWER BAR AT 46" A.F.F.TR= TOWEL RINGTP= TOILET PAPER HOLDERM.B.= MEDICINE CABINETVNL= VINYL WOOD PLANKWS= WORKSPACEWC= WATER CLOSETLAV= LAVETORYRH= ROBE HOOKGB= GRAB BARDW= DISHWASHERAHU= AIR HANDLING UNITP= PANTRYWH= WATER HEATERSR= SHOWER RODSH= SHOWER HEAD2R2S= 2 RODS / 2 SHELVES1R1S= 1 ROD / 1 SHELF#S= # OF SHELVESREF= REFRIGERATORABBREVIATIONS:4321A3.XXXAX.XXCALLOUT TAGSYMBOL LEGEND - UNIT PLANSGENERAL UNIT NOTES30" x 48" CLEAR FLOORSPACE W/ 2"TOLERANCE AREAINTERIOR ELEVATIONSYMBOLWINDOW TAGSYMBOLDOOR TAGSYMBOLDETAIL SECTIONTAGBULKHEAD:1'-4" TYPICAL, U.N.O.REF. M.E.P.VINYL PLANK,REF. SPECIFICATIONS1.REFER TO MEP DWGS FOR LOCATION OF SMOKE, CO & FIRE DETECTORS.2.REFER TO SHEET A1.02 FOR ABBREVIATIONS AND GENERAL PROJECT NOTES.3.REFER TO SHEET A1.02 FOR TYPICAL INTERIOR ELEVATION PROFILES & NOTES.4.REFER TO SHEET A1.05 FOR TYPICAL WALL ASSEMBLIES.5.REFER TO SHEET A2.01-A2.01b FOR DOOR SCHEDULE & DETAILS.6.ALL INTERIOR DOORS SHALL ALLOW 3/4" AIRFLOW FOR RETURN AIR AT BOTTOM OF DOOR.7.REFER TO SHEET A2.02-A2.02b FOR WINDOW, STOREFRONT & WINDOW WALL SCHEDULES& DETAILS.8.ALL EXTERIOR WINDOWS SHALL MEET ALL FEDERAL, STATE AND ANY LOCAL GLAZINGSTANDARDS AND SLIDING GLASS DOORS SHALL HAVE PIN LOCKS OR CHARLEY BARS.9.NOT USED.10.REFER TO BUILDING PLANS FOR WALL TYPES.11.NOT USED.12.NOT USED.13.PROVIDE MOISTURE RESISTANT GYPSUM DRYWALL IN ALL UNIT BATHROOM WALLS ANDCEMENT BACKER BOARD BEHIND CERAMIC TILE AT SHOWER AND BATHS.14.PROVIDE SOUND BATTS IN ALL CORRIDOR AND TENANT SEPARATION WALLS.15.PROVIDE SOUND INSULATION IN WALLS AROUND ALL LAUNDRY ROOMS, PLUMBING, ANDALL HVAC CLOSETS.16.REFER TO STRUCTURAL DRAWINGS FOR SHEARWALL AND BEARING WALL LOCATIONS17.VERTICAL MECHANICAL CHASES WITHIN UNITS ARE TO BE FIRE STOPPED PER LOCALREQUIREMENTS.18.ALL DIMENSIONS ARE TO FACE OF STUD OR CENTER LINE OF OPENING. U.N.O.19.ALL ANGLES ARE 45° TO HORIZONTAL & VERTICAL DIRECTIONS, U.N.O. TYP. AT ALL UNITS.20.ALL DIMENSIONS AND NOTES STATING "CLEAR" IS FROM FACE OF FINISH.21.ALL DOORS ARE 4" FROM THE ADJACENT WALL, U.N.O.22.REFER TO A1.03 FOR ALL INTERIOR FAIR HOUSING ACT AND OTHER ACCESSIBILITYREQUIREMENTS.23.ALL TOWEL BARS ARE TO BE MOUNTED AT 45" A.F.F. AND TOILET PAPER DISPENSERS AT18" A.F.F. UNLESS NOTED OTHERWISE.24.INTERIOR ELEVATIONS ARE FOR SCHEMATIC CABINET LAYOUT ONLY. CONTRACTOR TOVERIFY ALL DIMENSIONS. PROVIDE FILLERS AS REQUIRED, FILLERS ARE NOT TO EXCEED3". REFER TO CABINET SHOP DRAWINGS.25.VANITY MIRRORS TO BE MOUNTED WITH THE BOTTOM OF THE REFLECTING SURFACE NOMORE THAN 40" A.F.F. IN ANSI BATHROOMS.26.PROVIDE MINIMUM RATED 2A:10B:C FIRE EXTINGUISHER IN EACH KITCHEN UNDER THESINK.27.VERIFY ALL TUB OR SHOWER WALL LENGTHS AND DIMENSIONS WITH ACTUAL TUB ORSHOWER PROVIDED. CONTRACTOR TO COORDINATE FRAMING, TUB OR SHOWERMANUFACTURER, AND DETAILS.28.PROVIDE SOLID BLOCKING IN WALLS FOR FUTURE INSTALLATION OF GRAB BARS ASSHOWN ON A1.03, OR ALTERNATIVE MEANS OF REINFORCING THE CAVITY BETWEEN THEFIBERGLASS TUB AND THE WALL.29.SEE ARCHITECTURAL ELEVATION, MEP AND STRUCTURAL DRAWINGS FOR EXTERIORFEATURES THAT MAY REQUIRE BLOCKING OR OTHER CONSIDERATIONS SPECIFIC TO THEUNIT LOCATION IN THE BUILDING, SUCH AS ATTACHED SIGNAGE, LIGHTING, AWNINGS,CANOPIES, TRELLISES, SHUTTERS, FIXTURES, BUILDOUTS, CORNICES, RAILINGS,LANDSCAPE FEATURES AND ADJACENT ATTACHED STRUCTURES.30.PROVIDE A HIGH OUTLET COVER SO THAT TV IN LIVING ROOM CAN BE MOUNTED AT 46"A.F.F. TO THE CENTER OF TV. REFER TO MEP AND TELECOM. PROVIDE BLOCKING FORT.V. MOUNTING.31.ALL EXTERIOR SLABS TO SLOPE DOWN 1/8" TO EDGE OF SLAB. LIGHT BROOM FINISH ATSLOPED SURFACES. VERIFY WITH STRUCTURUL DRAWINGS.32.REFER TO INTERIOR DESIGNER FINISH SCHEDULE FOR FINISHES, FOR ADDITIONAL ROOMFINISH NOTES AND SPECIFICATIONS.33.REFER TO INTERIOR DESIGNER DRAWINGS FOR EXACT MOLDING LOCATIONS, SIZES ANDFINISHES.34.NOT USED.35.NOT USED.36.ALTHOUGH SYMBOLS HAVE BEEN REMOVED FOR CLARITY, FLOOR FINISHES EXTENDUNDER SHELVING, WASHER/DRYER, AND REFRIGERATOR. FLOOR FINISHES EXTENDUNDER ALL RAISED COUNTERS, AND DESK AND CABINETS INDICATED WITH "REMOVABLEFRONTS".1/AX.XXSIMINT. PARTITION W/INSULATIONCLEAR FLOOR SPACEPLAN CALLOUT TAGA1011ISSUE FOR PRICING / BIDDING:DRAWN BY:AOR:The architectural works depictedherein are the sole property ofHumphreys & Partners UrbanArchitecture, L.P. and may not beconstructed or used without its expresswritten permission. No permission tomodify or reproduce any of thearchitectural works, including withoutlimitation the e construction of anybuilding, is expressed or should beimplied from delivery of preliminarydrawings or unsealed constructiondrawings. Permission to construct thebuilding depicted in sealedconstruction drawings is expresslyconditioned on the full and timelypayment of all fees otherwise dueHumphreys & Partners Architects, L.P.and, in the absence of any writtenagreement to the contrary, is limited toa one-time use One he site indicatedon these plans.HUMPHREYS & PARTNERSURBAN ARCHITECTURE, L.P.5339 ALPHA ROAD * SUITE 300* DALLAS, TX 75240T: (972) 701-9636 F: (972) 701-9639DALLAS * NEWPORT BEACH * NEW ORLEANS *ORLANDO * CHENNAI * MONTEVIDEOCopyright 2017 - Humphreys & Partners Urban Architecture, L.P.All Rights ReservedISSUE FOR PERMIT APPLICATION:ISSUE FOR CONSTRUCTION:DESIGNED BY:PLOT DATEwww.humphreys.comSHEET CONTENTSSHEET NUMBERSCALE---As indicatedA3.13UNIT A3 - PLANS& ELEVATIONSNEWMAN DEVELOPMENT GROUPCITY CENTREBH16077PERMIT ISSUE (07/10/2017)SBMCITHACA, NY07/10/201707/10/20173KITCHEN - INTERIOR ELEVATIONS1/4" = 1'-0"4BATH 1 & 2 - INTERIOR ELEVATIONS1/4" = 1'-0"5LAUNDRY / MECH. - INTERIOR ELEVATIONS1/4" = 1'-0" 1/4" = 1'-0"1UNIT A3 - DIMENSION PLAN 1/4" = 1'-0"2UNIT A3 - REFERENCE PLAN 1/2" = 1'-0"6UNIT A3 - KITCHEN - C.F.S. PLAN 1/2" = 1'-0"7UNIT A3 - BATH - C.F.S. PLAN 1/2" = 1'-0"8UNIT A3 - LAUNDRY - C.F.S. PLAN3a3b4a4b4c6aREVISION SCHEDULENO: DATE: DESCRIPTION: REF.RANGEW/MICRO.HOODPAN.5S60"x30"ROLL-INSHOWERS.H.WC(ANSI)DWSTACKEDW/D1S1RLAVLINEN5S2S2R1S1R1S1RSINKW/DISP.60"x30"ROLL-INSHOWERS.H.WC(ANSI)60"X56" CLEAR FLOORSPACE AT WCLAV30"X60" CLEAR FLOORSPACE AT SHOWER;GLASS & DOORREMOVABLE FOR ANSILINEN5S1S1R30"X48" CLEAR FLOORSPACE AT FIXTUREREF.30"X48" CLEAR FLOORSPACE AT APPLIANCERANGEW/MICRO.HOOD30"X48" CLEAR FLOORSPACE AT RANGE;PARALLEL APPROACHPAN.5SDW30"X48" CLEAR FLOORSPACE AT DW;PARALLEL APPROACHSINKW/DISP.30"X48" CLEAR FLOORSPACE AT SINK;PARALLEL APPROACHSTACKEDW/D30"X48" CLEAR FLOORSPACE AT W/D;PARALLEL APPROACHC.F.S.CPTVNL38' - 2 1/2"38' - 2 1/2"30' - 8 7/8"7' - 7"6"6 5/8"13' - 3 1/2"8' - 9 3/4"1' - 0"30' - 11 1/2"6' - 3"27' - 11 1/2"9' - 3"1' - 0"29' - 3 3/4"30' - 8 7/8"6' - 4"6' - 5"17' - 11 7/8"3"12' - 0"6"2' - 1 3/8"2' - 3 5/8"8' - 6"5' - 0 7/8"1' - 9"8' - 0"14' - 2 1/4"11' - 11"3' - 2 1/2"6"4' - 3 5/8"13' - 8 1/4"11' - 11 5/8"5' - 6 5/8"6"3' - 2"4' - 0 5/8"4' - 1 5/8"3' - 11 3/4"6"5' - 3 7/8"2' - 9 5/8"5' - 4"1' - 4 1/8"1' - 7 3/4"3' - 2"2' - 1 5/8"4' - 0 5/8"1' - 7 1/8"13' - 1 7/8"3' - 3 1/8"6"15' - 6 7/8"1' - 10"2' - 3 5/8"7' - 6"3"3"2' - 9 5/8"1' - 10"2' - 8 3/8"A3.147A3.146A3.143b3aA3.144a4c4bA3.145aLIVING / DININGBEDROOMKITCHENBATHBALCONYCLOSETCLOSETCLOSETCLOSETA3.14816170602010313140604A1A2A1A23A13A13A13C43A13A33C43A13A13A13B13A13A13A13A33A1SMALL BALCONY; LEVEL 07LARGE BALONY ; LEVEL 08GUARDRAIL; REF. ELEVATIONS2' - 4"4"3' - 10"10"18" CLR.18" MIN. CLR.BLOCKING FORGRAB BARS15" MIN. CLR.42" MIN. CLR.DW5' - 8"3' - 0"8' - 8"SINK W/ DISP.3' - 0"1' - 6"3' - 0"1' - 2"8' - 8"HOODMICRO.RANGEREF.WORKSPACEWORKSPACESHADJUSTABLESHOWER HEADROLL-IN SHOWER60" x 30"7' - 0"1' - 8"8' - 8"60" x 40"FRAMELESSMIRRORLIGHT FIXTURELAV15" MIN. CLR.2' - 10"3' - 8"6"6"1' - 2"ROLL-INSHOWER 60" x 30"7' - 0"1' - 8"TPACCESSIBLE WCGRAB BARS.REF.10/1.03a FORREINFORCING LOCATION1' - 2"4' - 8"2' - 10"8' - 8"18" MIN. CLR.18" MIN.REMOVABLE BASE CABINETS. INSULATEPIPES, PROVIDE FINISHED PANELS.CONTINUE FLOOR FINISH UNDER CABINETS.WASHERDRYER24" MIN. CLR.XXFLOORINGTRANSITION TAGCO= CASED OPENINGT= TEMPERED GLASS PERIBC 2406CPT= CARPETCT= CERAMIC TILEW= WASHING MACHINED= CLOTHES DRYERW/D= COMBO WASHER &DRYERKS= KNEE SPACETB= TOWER BAR AT 46" A.F.F.TR= TOWEL RINGTP= TOILET PAPER HOLDERM.B.= MEDICINE CABINETVNL= VINYL WOOD PLANKWS= WORKSPACEWC= WATER CLOSETLAV= LAVETORYRH= ROBE HOOKGB= GRAB BARDW= DISHWASHERAHU= AIR HANDLING UNITP= PANTRYWH= WATER HEATERSR= SHOWER RODSH= SHOWER HEAD2R2S= 2 RODS / 2 SHELVES1R1S= 1 ROD / 1 SHELF#S= # OF SHELVESREF= REFRIGERATORABBREVIATIONS:4321A3.XXXAX.XXCALLOUT TAGSYMBOL LEGEND - UNIT PLANSGENERAL UNIT NOTES30" x 48" CLEAR FLOORSPACE W/ 2"TOLERANCE AREAINTERIOR ELEVATIONSYMBOLWINDOW TAGSYMBOLDOOR TAGSYMBOLDETAIL SECTIONTAGBULKHEAD:1'-4" TYPICAL, U.N.O.REF. M.E.P.VINYL PLANK,REF. SPECIFICATIONS1.REFER TO MEP DWGS FOR LOCATION OF SMOKE, CO & FIRE DETECTORS.2.REFER TO SHEET A1.02 FOR ABBREVIATIONS AND GENERAL PROJECT NOTES.3.REFER TO SHEET A1.02 FOR TYPICAL INTERIOR ELEVATION PROFILES & NOTES.4.REFER TO SHEET A1.05 FOR TYPICAL WALL ASSEMBLIES.5.REFER TO SHEET A2.01-A2.01b FOR DOOR SCHEDULE & DETAILS.6.ALL INTERIOR DOORS SHALL ALLOW 3/4" AIRFLOW FOR RETURN AIR AT BOTTOM OF DOOR.7.REFER TO SHEET A2.02-A2.02b FOR WINDOW, STOREFRONT & WINDOW WALL SCHEDULES& DETAILS.8.ALL EXTERIOR WINDOWS SHALL MEET ALL FEDERAL, STATE AND ANY LOCAL GLAZINGSTANDARDS AND SLIDING GLASS DOORS SHALL HAVE PIN LOCKS OR CHARLEY BARS.9.NOT USED.10.REFER TO BUILDING PLANS FOR WALL TYPES.11.NOT USED.12.NOT USED.13.PROVIDE MOISTURE RESISTANT GYPSUM DRYWALL IN ALL UNIT BATHROOM WALLS ANDCEMENT BACKER BOARD BEHIND CERAMIC TILE AT SHOWER AND BATHS.14.PROVIDE SOUND BATTS IN ALL CORRIDOR AND TENANT SEPARATION WALLS.15.PROVIDE SOUND INSULATION IN WALLS AROUND ALL LAUNDRY ROOMS, PLUMBING, ANDALL HVAC CLOSETS.16.REFER TO STRUCTURAL DRAWINGS FOR SHEARWALL AND BEARING WALL LOCATIONS17.VERTICAL MECHANICAL CHASES WITHIN UNITS ARE TO BE FIRE STOPPED PER LOCALREQUIREMENTS.18.ALL DIMENSIONS ARE TO FACE OF STUD OR CENTER LINE OF OPENING. U.N.O.19.ALL ANGLES ARE 45° TO HORIZONTAL & VERTICAL DIRECTIONS, U.N.O. TYP. AT ALL UNITS.20.ALL DIMENSIONS AND NOTES STATING "CLEAR" IS FROM FACE OF FINISH.21.ALL DOORS ARE 4" FROM THE ADJACENT WALL, U.N.O.22.REFER TO A1.03 FOR ALL INTERIOR FAIR HOUSING ACT AND OTHER ACCESSIBILITYREQUIREMENTS.23.ALL TOWEL BARS ARE TO BE MOUNTED AT 45" A.F.F. AND TOILET PAPER DISPENSERS AT18" A.F.F. UNLESS NOTED OTHERWISE.24.INTERIOR ELEVATIONS ARE FOR SCHEMATIC CABINET LAYOUT ONLY. CONTRACTOR TOVERIFY ALL DIMENSIONS. PROVIDE FILLERS AS REQUIRED, FILLERS ARE NOT TO EXCEED3". REFER TO CABINET SHOP DRAWINGS.25.VANITY MIRRORS TO BE MOUNTED WITH THE BOTTOM OF THE REFLECTING SURFACE NOMORE THAN 40" A.F.F. IN ANSI BATHROOMS.26.PROVIDE MINIMUM RATED 2A:10B:C FIRE EXTINGUISHER IN EACH KITCHEN UNDER THESINK.27.VERIFY ALL TUB OR SHOWER WALL LENGTHS AND DIMENSIONS WITH ACTUAL TUB ORSHOWER PROVIDED. CONTRACTOR TO COORDINATE FRAMING, TUB OR SHOWERMANUFACTURER, AND DETAILS.28.PROVIDE SOLID BLOCKING IN WALLS FOR FUTURE INSTALLATION OF GRAB BARS ASSHOWN ON A1.03, OR ALTERNATIVE MEANS OF REINFORCING THE CAVITY BETWEEN THEFIBERGLASS TUB AND THE WALL.29.SEE ARCHITECTURAL ELEVATION, MEP AND STRUCTURAL DRAWINGS FOR EXTERIORFEATURES THAT MAY REQUIRE BLOCKING OR OTHER CONSIDERATIONS SPECIFIC TO THEUNIT LOCATION IN THE BUILDING, SUCH AS ATTACHED SIGNAGE, LIGHTING, AWNINGS,CANOPIES, TRELLISES, SHUTTERS, FIXTURES, BUILDOUTS, CORNICES, RAILINGS,LANDSCAPE FEATURES AND ADJACENT ATTACHED STRUCTURES.30.PROVIDE A HIGH OUTLET COVER SO THAT TV IN LIVING ROOM CAN BE MOUNTED AT 46"A.F.F. TO THE CENTER OF TV. REFER TO MEP AND TELECOM. PROVIDE BLOCKING FORT.V. MOUNTING.31.ALL EXTERIOR SLABS TO SLOPE DOWN 1/8" TO EDGE OF SLAB. LIGHT BROOM FINISH ATSLOPED SURFACES. VERIFY WITH STRUCTURUL DRAWINGS.32.REFER TO INTERIOR DESIGNER FINISH SCHEDULE FOR FINISHES, FOR ADDITIONAL ROOMFINISH NOTES AND SPECIFICATIONS.33.REFER TO INTERIOR DESIGNER DRAWINGS FOR EXACT MOLDING LOCATIONS, SIZES ANDFINISHES.34.NOT USED.35.NOT USED.36.ALTHOUGH SYMBOLS HAVE BEEN REMOVED FOR CLARITY, FLOOR FINISHES EXTENDUNDER SHELVING, WASHER/DRYER, AND REFRIGERATOR. FLOOR FINISHES EXTENDUNDER ALL RAISED COUNTERS, AND DESK AND CABINETS INDICATED WITH "REMOVABLEFRONTS".1/AX.XXSIMINT. PARTITION W/INSULATIONCLEAR FLOOR SPACEPLAN CALLOUT TAGA1011LEVEL 2-6KEY PLAN - UNIT A4LEVEL 7LEVEL 8ISSUE FOR PRICING / BIDDING:DRAWN BY:AOR:The architectural works depictedherein are the sole property ofHumphreys & Partners UrbanArchitecture, L.P. and may not beconstructed or used without its expresswritten permission. No permission tomodify or reproduce any of thearchitectural works, including withoutlimitation the e construction of anybuilding, is expressed or should beimplied from delivery of preliminarydrawings or unsealed constructiondrawings. Permission to construct thebuilding depicted in sealedconstruction drawings is expresslyconditioned on the full and timelypayment of all fees otherwise dueHumphreys & Partners Architects, L.P.and, in the absence of any writtenagreement to the contrary, is limited toa one-time use One he site indicatedon these plans.HUMPHREYS & PARTNERSURBAN ARCHITECTURE, L.P.5339 ALPHA ROAD * SUITE 300* DALLAS, TX 75240T: (972) 701-9636 F: (972) 701-9639DALLAS * NEWPORT BEACH * NEW ORLEANS *ORLANDO * CHENNAI * MONTEVIDEOCopyright 2017 - Humphreys & Partners Urban Architecture, L.P.All Rights ReservedISSUE FOR PERMIT APPLICATION:ISSUE FOR CONSTRUCTION:DESIGNED BY:PLOT DATEwww.humphreys.comSHEET CONTENTSSHEET NUMBERSCALE---As indicatedA3.14UNIT A4 - PLANS& ELEVATIONSNEWMAN DEVELOPMENT GROUPCITY CENTREBH16077PERMIT ISSUE (07/10/2017)SBMCITHACA, NY07/10/201707/10/20173KITCHEN - INTERIOR ELEVATIONS1/4" = 1'-0"4BATH - INTERIOR ELEVATIONS1/4" = 1'-0"5LAUNDRY / MECH. - INTERIOR ELEVATIONS1/4" = 1'-0" 1/4" = 1'-0"1UNIT A4 - DIMENSION PLAN 1/4" = 1'-0"2UNIT A4 - REFERENCE PLAN 1/2" = 1'-0"6UNIT A4 - BATH - C.F.S. PLAN 1/2" = 1'-0"7UNIT A4 - KITCHEN - C.F.S. PLAN3b3a4a4b4c5a 1/2" = 1'-0"8UNIT A4 - LAUNDRY - C.F.S. PLANREVISION SCHEDULENO: DATE: DESCRIPTION: REF.RANGEW/MICRO.HOODPAN.5SDWSINKW/DISP.STACKEDW/D1S1R1S1R2S2R1S1RLAV60"x30"ROLL-INSHOWERS.H.WC(ANSI)LINEN5SREF.30"X48" CLEAR FLOORSPACE AT APPLIANCERANGEW/MICRO.HOOD30"X48" CLEAR FLOORSPACE AT RANGE;PARALLEL APPROACHPAN.5SDW30"X48" CLEAR FLOORSPACE AT DW;PARALLEL APPROACHSINKW/DISP.30"X48" CLEAR FLOORSPACE AT SINK;PARALLEL APPROACHSTACKEDW/D30"X48" CLEAR FLOORSPACE AT W/D;PARALLEL APPROACH2S2RLAV60"x30"ROLL-INSHOWERS.H.30"X60" CLEAR FLOORSPACE AT SHOWER;GLASS & DOORREMOVABLE FOR ANSIWC(ANSI)LINEN5S60"X66" CLEAR FLOORSPACE AT WC30"X48" CLEAR FLOORSPACE AT LAV.;FRONT APPROACHC.F.S.CPTVNL26' - 10 5/8"26' - 10 5/8"30' - 11 1/2"30' - 11 1/2"11' - 3 1/2"19' - 8"4' - 0"15' - 8 7/8"10' - 11 5/8"3"28' - 0"10' - 10 5/8"16' - 0"4' - 11 1/2"11' - 0 5/8"10' - 10 1/2"3' - 5 1/2"3' - 5 1/2"5' - 2 5/8"5' - 4"6"5' - 3"5' - 1 1/2"3"3"6"2' - 7 7/8"2' - 4 1/8"6"3' - 6"5' - 6 7/8"4' - 3 5/8"11' - 1"6"12' - 11"15' - 1"6"9' - 9 5/8"7"2' - 9 1/2"1' - 10"6"2' - 3 5/8"1' - 6 7/8"6' - 6"6"12' - 10 5/8"6"1' - 10"2' - 1 5/8"3' - 1 3/8"3' - 3 1/2"3"10' - 1 3/8"A3.156A3.157A3.153b3a3cA3.154a4b5aLIVING / DININGBEDROOMKITCHENBATHW.I.C.CLOSETSHELF CLOSET0102030807141608A1A13A13A13A13B13A13C43C43C43A13C23A13A13A32B12B12H142" MIN. CLR.42" MIN. CLR.24" MIN. CLR.18" CLR.18" MIN. CLR.4"2' - 4"3' - 10"10"BLOCKING FORGRAB BARS15" MIN. CLR.RANGEHOODMICRO.24" MIN. CLR.3' - 0"1' - 6"3' - 0"1' - 2"8' - 8"PANTRYWORKSPACEWORKSPACEREF.WORK SPACE42" MIN. CLR. SINK W/DISP.DW3' - 0"42" MIN. CLR.3' - 0"1' - 6"3' - 0"1' - 2"8' - 8"7' - 0"1' - 8"48" x 40"FRAMELESSMIRROR1' - 7"2' - 10"3' - 8"6"1' - 8"8' - 8"18" MIN.18" MIN. CLR.LIGHTING FIXTUREACCESSIBLE WCGRAB BARS. REF.10/1.03a FORREINFORCING LOCATIONLAVSHADJUSTABLE SHOWERHEADROLL-IN SHOWER60" x 30"15" MIN. CLR.TPREMOVABLE BASECABINETS. INSULATEPIPES, PROVIDE FINISHEDPANLES. CONTINUE FLOORFINISH UNDER CABINETS.2' - 10"5' - 10"TPWASHERDRYERXXFLOORINGTRANSITION TAGCO= CASED OPENINGT= TEMPERED GLASS PERIBC 2406CPT= CARPETCT= CERAMIC TILEW= WASHING MACHINED= CLOTHES DRYERW/D= COMBO WASHER &DRYERKS= KNEE SPACETB= TOWER BAR AT 46" A.F.F.TR= TOWEL RINGTP= TOILET PAPER HOLDERM.B.= MEDICINE CABINETVNL= VINYL WOOD PLANKWS= WORKSPACEWC= WATER CLOSETLAV= LAVETORYRH= ROBE HOOKGB= GRAB BARDW= DISHWASHERAHU= AIR HANDLING UNITP= PANTRYWH= WATER HEATERSR= SHOWER RODSH= SHOWER HEAD2R2S= 2 RODS / 2 SHELVES1R1S= 1 ROD / 1 SHELF#S= # OF SHELVESREF= REFRIGERATORABBREVIATIONS:4321A3.XXXAX.XXCALLOUT TAGSYMBOL LEGEND - UNIT PLANSGENERAL UNIT NOTES30" x 48" CLEAR FLOORSPACE W/ 2"TOLERANCE AREAINTERIOR ELEVATIONSYMBOLWINDOW TAGSYMBOLDOOR TAGSYMBOLDETAIL SECTIONTAGBULKHEAD:1'-4" TYPICAL, U.N.O.REF. M.E.P.VINYL PLANK,REF. SPECIFICATIONS1.REFER TO MEP DWGS FOR LOCATION OF SMOKE, CO & FIRE DETECTORS.2.REFER TO SHEET A1.02 FOR ABBREVIATIONS AND GENERAL PROJECT NOTES.3.REFER TO SHEET A1.02 FOR TYPICAL INTERIOR ELEVATION PROFILES & NOTES.4.REFER TO SHEET A1.05 FOR TYPICAL WALL ASSEMBLIES.5.REFER TO SHEET A2.01-A2.01b FOR DOOR SCHEDULE & DETAILS.6.ALL INTERIOR DOORS SHALL ALLOW 3/4" AIRFLOW FOR RETURN AIR AT BOTTOM OF DOOR.7.REFER TO SHEET A2.02-A2.02b FOR WINDOW, STOREFRONT & WINDOW WALL SCHEDULES& DETAILS.8.ALL EXTERIOR WINDOWS SHALL MEET ALL FEDERAL, STATE AND ANY LOCAL GLAZINGSTANDARDS AND SLIDING GLASS DOORS SHALL HAVE PIN LOCKS OR CHARLEY BARS.9.NOT USED.10.REFER TO BUILDING PLANS FOR WALL TYPES.11.NOT USED.12.NOT USED.13.PROVIDE MOISTURE RESISTANT GYPSUM DRYWALL IN ALL UNIT BATHROOM WALLS ANDCEMENT BACKER BOARD BEHIND CERAMIC TILE AT SHOWER AND BATHS.14.PROVIDE SOUND BATTS IN ALL CORRIDOR AND TENANT SEPARATION WALLS.15.PROVIDE SOUND INSULATION IN WALLS AROUND ALL LAUNDRY ROOMS, PLUMBING, ANDALL HVAC CLOSETS.16.REFER TO STRUCTURAL DRAWINGS FOR SHEARWALL AND BEARING WALL LOCATIONS17.VERTICAL MECHANICAL CHASES WITHIN UNITS ARE TO BE FIRE STOPPED PER LOCALREQUIREMENTS.18.ALL DIMENSIONS ARE TO FACE OF STUD OR CENTER LINE OF OPENING. U.N.O.19.ALL ANGLES ARE 45° TO HORIZONTAL & VERTICAL DIRECTIONS, U.N.O. TYP. AT ALL UNITS.20.ALL DIMENSIONS AND NOTES STATING "CLEAR" IS FROM FACE OF FINISH.21.ALL DOORS ARE 4" FROM THE ADJACENT WALL, U.N.O.22.REFER TO A1.03 FOR ALL INTERIOR FAIR HOUSING ACT AND OTHER ACCESSIBILITYREQUIREMENTS.23.ALL TOWEL BARS ARE TO BE MOUNTED AT 45" A.F.F. AND TOILET PAPER DISPENSERS AT18" A.F.F. UNLESS NOTED OTHERWISE.24.INTERIOR ELEVATIONS ARE FOR SCHEMATIC CABINET LAYOUT ONLY. CONTRACTOR TOVERIFY ALL DIMENSIONS. PROVIDE FILLERS AS REQUIRED, FILLERS ARE NOT TO EXCEED3". REFER TO CABINET SHOP DRAWINGS.25.VANITY MIRRORS TO BE MOUNTED WITH THE BOTTOM OF THE REFLECTING SURFACE NOMORE THAN 40" A.F.F. IN ANSI BATHROOMS.26.PROVIDE MINIMUM RATED 2A:10B:C FIRE EXTINGUISHER IN EACH KITCHEN UNDER THESINK.27.VERIFY ALL TUB OR SHOWER WALL LENGTHS AND DIMENSIONS WITH ACTUAL TUB ORSHOWER PROVIDED. CONTRACTOR TO COORDINATE FRAMING, TUB OR SHOWERMANUFACTURER, AND DETAILS.28.PROVIDE SOLID BLOCKING IN WALLS FOR FUTURE INSTALLATION OF GRAB BARS ASSHOWN ON A1.03, OR ALTERNATIVE MEANS OF REINFORCING THE CAVITY BETWEEN THEFIBERGLASS TUB AND THE WALL.29.SEE ARCHITECTURAL ELEVATION, MEP AND STRUCTURAL DRAWINGS FOR EXTERIORFEATURES THAT MAY REQUIRE BLOCKING OR OTHER CONSIDERATIONS SPECIFIC TO THEUNIT LOCATION IN THE BUILDING, SUCH AS ATTACHED SIGNAGE, LIGHTING, AWNINGS,CANOPIES, TRELLISES, SHUTTERS, FIXTURES, BUILDOUTS, CORNICES, RAILINGS,LANDSCAPE FEATURES AND ADJACENT ATTACHED STRUCTURES.30.PROVIDE A HIGH OUTLET COVER SO THAT TV IN LIVING ROOM CAN BE MOUNTED AT 46"A.F.F. TO THE CENTER OF TV. REFER TO MEP AND TELECOM. PROVIDE BLOCKING FORT.V. MOUNTING.31.ALL EXTERIOR SLABS TO SLOPE DOWN 1/8" TO EDGE OF SLAB. LIGHT BROOM FINISH ATSLOPED SURFACES. VERIFY WITH STRUCTURUL DRAWINGS.32.REFER TO INTERIOR DESIGNER FINISH SCHEDULE FOR FINISHES, FOR ADDITIONAL ROOMFINISH NOTES AND SPECIFICATIONS.33.REFER TO INTERIOR DESIGNER DRAWINGS FOR EXACT MOLDING LOCATIONS, SIZES ANDFINISHES.34.NOT USED.35.NOT USED.36.ALTHOUGH SYMBOLS HAVE BEEN REMOVED FOR CLARITY, FLOOR FINISHES EXTENDUNDER SHELVING, WASHER/DRYER, AND REFRIGERATOR. FLOOR FINISHES EXTENDUNDER ALL RAISED COUNTERS, AND DESK AND CABINETS INDICATED WITH "REMOVABLEFRONTS".1/AX.XXSIMINT. PARTITION W/INSULATIONCLEAR FLOOR SPACEPLAN CALLOUT TAGA1011LEVEL 2-6KEY PLAN - UNIT A5LEVEL 7LEVEL 8ISSUE FOR PRICING / BIDDING:DRAWN BY:AOR:The architectural works depictedherein are the sole property ofHumphreys & Partners UrbanArchitecture, L.P. and may not beconstructed or used without its expresswritten permission. No permission tomodify or reproduce any of thearchitectural works, including withoutlimitation the e construction of anybuilding, is expressed or should beimplied from delivery of preliminarydrawings or unsealed constructiondrawings. Permission to construct thebuilding depicted in sealedconstruction drawings is expresslyconditioned on the full and timelypayment of all fees otherwise dueHumphreys & Partners Architects, L.P.and, in the absence of any writtenagreement to the contrary, is limited toa one-time use One he site indicatedon these plans.HUMPHREYS & PARTNERSURBAN ARCHITECTURE, L.P.5339 ALPHA ROAD * SUITE 300* DALLAS, TX 75240T: (972) 701-9636 F: (972) 701-9639DALLAS * NEWPORT BEACH * NEW ORLEANS *ORLANDO * CHENNAI * MONTEVIDEOCopyright 2017 - Humphreys & Partners Urban Architecture, L.P.All Rights ReservedISSUE FOR PERMIT APPLICATION:ISSUE FOR CONSTRUCTION:DESIGNED BY:PLOT DATEwww.humphreys.comSHEET CONTENTSSHEET NUMBERSCALE---As indicatedA3.15UNIT A5 - PLANS& ELEVATIONSNEWMAN DEVELOPMENT GROUPCITY CENTREBH16077PERMIT ISSUE (07/10/2017)SBMCITHACA, NY07/10/201707/10/20173KITCHEN - INTERIOR ELEVATIONS1/4" = 1'-0"4BATH - INTERIOR ELEVATIONS1/4" = 1'-0"5LAUNDRY - INTERIOR ELEVATION1/4" = 1'-0" 1/4" = 1'-0"1UNIT A5 - DIMENSION PLAN 1/4" = 1'-0"2UNIT A5 - REFERENCE PLAN 1/2" = 1'-0"6UNIT A5 - KITCHEN - C.F.S. PLAN 1/2" = 1'-0"7UNIT A5 - BATH - C.F.S. PLAN3b3a3c4a4b5aREVISION SCHEDULENO: DATE: DESCRIPTION: 60"x30"ROLL-INSHOWERS.H.WC(ANSI)STACKEDW/D2S2R1S1R1S1RREF.RANGEW/MICRO.HOODDWSINKW/DISP.PAN.5SLINEN5SLAV1S1RREF.30"X48" CLEAR FLOORSPACE AT APPLIANCERANGEW/MICRO.HOOD30"X48" CLEAR FLOORSPACE AT RANGE;PARALLEL APPROACHDW30"X48" CLEAR FLOORSPACE AT DW;PARALLEL APPROACHSINKW/DISP.PAN.5S30"X48" CLEAR FLOORSPACE AT SINK;PARALLEL APPROACH60"x30"ROLL-INSHOWERS.H.WC(ANSI)60"X56" CLEAR FLOORSPACE AT WC30"X60" CLEAR FLOORSPACE AT SHOWER;GLASS & DOORREMOVABLE FOR ANSILINEN5SLAV30"X48" CLEAR FLOORSPACE AT LAV.;FRONT APPROACHSTACKEDW/D30"X48" CLEAR FLOORSPACE AT W/D;PARALLEL APPROACHC.F.S.CPTVNL32' - 10"32' - 10"31' - 11 1/2"31' - 11 1/2"1' - 0"5' - 0"25' - 11 1/2"30' - 11 1/2"1' - 0"16' - 2"6"16' - 2"6' - 8 1/2"9' - 5 1/2"6"17' - 8 1/4"12' - 3 1/4"6"6"6 5/8"5' - 11 3/4"6"5' - 6 7/8"12' - 4 1/4"6"4' - 2 5/8"4' - 5 5/8"6"3' - 2"4' - 3 5/8"8' - 3 5/8"4' - 6"9' - 2 1/4"2' - 2"1' - 6"4' - 3 5/8"2' - 4 3/8"1' - 7 5/8"1' - 4"1' - 7 5/8"1' - 4"3"7' - 9 3/8"9' - 5 1/8"2' - 3 5/8"1' - 10"10' - 11 7/8"3"5"11' - 3 7/8"3' - 2"6"1' - 9 5/8"15' - 1 1/2"7' - 11 1/2"8' - 2 1/2"A3.166A3.168A3.167A3.164a4b4cA3.165aA3.163a3b3cLIVING / DININGKITCHENDENW.I.C.BATHBEDROOMBALCONYLINENPANTRYCLOSET11020103060416150414043A13B13A13A33A13A33C23C23A13A13A33A13A13A13A3GUARDRAIL ; REF. ELEVATIONS24" MIN. CLR.42" MIN. CLR.42" MIN. CLR.24" MIN. CLR.2' - 4"4"18" MIN. CLR.18" CLR.4' - 0 3/8"10"24" MIN. CLR.BLOCKING FORGRAB BARSRANGEHOODMICRO.WORKSPACEDWSINK W/ DISP.3' - 0"1' - 6"3' - 0"1' - 2"8' - 8"24" MIN. CLR.3' - 0"1' - 6"3' - 0"1' - 2"REF.3' - 0"42" MIN. CLR.1' - 2"7' - 6"WASHERDRYER8' - 8"2' - 10"3' - 8"1' - 0"1' - 2"54" x 40"FRAMELESSMIRRORLAV24" MIN. CLR.7' - 0"1' - 8"ADJUSTABLESHOWER HEADROLL-IN SHOWER60" x 30"SHLIGHTINGFIXTURETPACCESSIBLEWCGRAB BARS. REF.10/1.03a FORREINFORCING LOCATION2' - 10"5' - 10"18" MIN.18" MIN. CLR.REMOVABLE BASE CABINETS. INSULATEPIPES, PROVIDE FINISHED PANELS.CONTINUE FLOOR FINISH UNDER CABINETS.1' - 7"TP8' - 8"XXFLOORINGTRANSITION TAGCO= CASED OPENINGT= TEMPERED GLASS PERIBC 2406CPT= CARPETCT= CERAMIC TILEW= WASHING MACHINED= CLOTHES DRYERW/D= COMBO WASHER &DRYERKS= KNEE SPACETB= TOWER BAR AT 46" A.F.F.TR= TOWEL RINGTP= TOILET PAPER HOLDERM.B.= MEDICINE CABINETVNL= VINYL WOOD PLANKWS= WORKSPACEWC= WATER CLOSETLAV= LAVETORYRH= ROBE HOOKGB= GRAB BARDW= DISHWASHERAHU= AIR HANDLING UNITP= PANTRYWH= WATER HEATERSR= SHOWER RODSH= SHOWER HEAD2R2S= 2 RODS / 2 SHELVES1R1S= 1 ROD / 1 SHELF#S= # OF SHELVESREF= REFRIGERATORABBREVIATIONS:4321A3.XXXAX.XXCALLOUT TAGSYMBOL LEGEND - UNIT PLANSGENERAL UNIT NOTES30" x 48" CLEAR FLOORSPACE W/ 2"TOLERANCE AREAINTERIOR ELEVATIONSYMBOLWINDOW TAGSYMBOLDOOR TAGSYMBOLDETAIL SECTIONTAGBULKHEAD:1'-4" TYPICAL, U.N.O.REF. M.E.P.VINYL PLANK,REF. SPECIFICATIONS1.REFER TO MEP DWGS FOR LOCATION OF SMOKE, CO & FIRE DETECTORS.2.REFER TO SHEET A1.02 FOR ABBREVIATIONS AND GENERAL PROJECT NOTES.3.REFER TO SHEET A1.02 FOR TYPICAL INTERIOR ELEVATION PROFILES & NOTES.4.REFER TO SHEET A1.05 FOR TYPICAL WALL ASSEMBLIES.5.REFER TO SHEET A2.01-A2.01b FOR DOOR SCHEDULE & DETAILS.6.ALL INTERIOR DOORS SHALL ALLOW 3/4" AIRFLOW FOR RETURN AIR AT BOTTOM OF DOOR.7.REFER TO SHEET A2.02-A2.02b FOR WINDOW, STOREFRONT & WINDOW WALL SCHEDULES& DETAILS.8.ALL EXTERIOR WINDOWS SHALL MEET ALL FEDERAL, STATE AND ANY LOCAL GLAZINGSTANDARDS AND SLIDING GLASS DOORS SHALL HAVE PIN LOCKS OR CHARLEY BARS.9.NOT USED.10.REFER TO BUILDING PLANS FOR WALL TYPES.11.NOT USED.12.NOT USED.13.PROVIDE MOISTURE RESISTANT GYPSUM DRYWALL IN ALL UNIT BATHROOM WALLS ANDCEMENT BACKER BOARD BEHIND CERAMIC TILE AT SHOWER AND BATHS.14.PROVIDE SOUND BATTS IN ALL CORRIDOR AND TENANT SEPARATION WALLS.15.PROVIDE SOUND INSULATION IN WALLS AROUND ALL LAUNDRY ROOMS, PLUMBING, ANDALL HVAC CLOSETS.16.REFER TO STRUCTURAL DRAWINGS FOR SHEARWALL AND BEARING WALL LOCATIONS17.VERTICAL MECHANICAL CHASES WITHIN UNITS ARE TO BE FIRE STOPPED PER LOCALREQUIREMENTS.18.ALL DIMENSIONS ARE TO FACE OF STUD OR CENTER LINE OF OPENING. U.N.O.19.ALL ANGLES ARE 45° TO HORIZONTAL & VERTICAL DIRECTIONS, U.N.O. TYP. AT ALL UNITS.20.ALL DIMENSIONS AND NOTES STATING "CLEAR" IS FROM FACE OF FINISH.21.ALL DOORS ARE 4" FROM THE ADJACENT WALL, U.N.O.22.REFER TO A1.03 FOR ALL INTERIOR FAIR HOUSING ACT AND OTHER ACCESSIBILITYREQUIREMENTS.23.ALL TOWEL BARS ARE TO BE MOUNTED AT 45" A.F.F. AND TOILET PAPER DISPENSERS AT18" A.F.F. UNLESS NOTED OTHERWISE.24.INTERIOR ELEVATIONS ARE FOR SCHEMATIC CABINET LAYOUT ONLY. CONTRACTOR TOVERIFY ALL DIMENSIONS. PROVIDE FILLERS AS REQUIRED, FILLERS ARE NOT TO EXCEED3". REFER TO CABINET SHOP DRAWINGS.25.VANITY MIRRORS TO BE MOUNTED WITH THE BOTTOM OF THE REFLECTING SURFACE NOMORE THAN 40" A.F.F. IN ANSI BATHROOMS.26.PROVIDE MINIMUM RATED 2A:10B:C FIRE EXTINGUISHER IN EACH KITCHEN UNDER THESINK.27.VERIFY ALL TUB OR SHOWER WALL LENGTHS AND DIMENSIONS WITH ACTUAL TUB ORSHOWER PROVIDED. CONTRACTOR TO COORDINATE FRAMING, TUB OR SHOWERMANUFACTURER, AND DETAILS.28.PROVIDE SOLID BLOCKING IN WALLS FOR FUTURE INSTALLATION OF GRAB BARS ASSHOWN ON A1.03, OR ALTERNATIVE MEANS OF REINFORCING THE CAVITY BETWEEN THEFIBERGLASS TUB AND THE WALL.29.SEE ARCHITECTURAL ELEVATION, MEP AND STRUCTURAL DRAWINGS FOR EXTERIORFEATURES THAT MAY REQUIRE BLOCKING OR OTHER CONSIDERATIONS SPECIFIC TO THEUNIT LOCATION IN THE BUILDING, SUCH AS ATTACHED SIGNAGE, LIGHTING, AWNINGS,CANOPIES, TRELLISES, SHUTTERS, FIXTURES, BUILDOUTS, CORNICES, RAILINGS,LANDSCAPE FEATURES AND ADJACENT ATTACHED STRUCTURES.30.PROVIDE A HIGH OUTLET COVER SO THAT TV IN LIVING ROOM CAN BE MOUNTED AT 46"A.F.F. TO THE CENTER OF TV. REFER TO MEP AND TELECOM. PROVIDE BLOCKING FORT.V. MOUNTING.31.ALL EXTERIOR SLABS TO SLOPE DOWN 1/8" TO EDGE OF SLAB. LIGHT BROOM FINISH ATSLOPED SURFACES. VERIFY WITH STRUCTURUL DRAWINGS.32.REFER TO INTERIOR DESIGNER FINISH SCHEDULE FOR FINISHES, FOR ADDITIONAL ROOMFINISH NOTES AND SPECIFICATIONS.33.REFER TO INTERIOR DESIGNER DRAWINGS FOR EXACT MOLDING LOCATIONS, SIZES ANDFINISHES.34.NOT USED.35.NOT USED.36.ALTHOUGH SYMBOLS HAVE BEEN REMOVED FOR CLARITY, FLOOR FINISHES EXTENDUNDER SHELVING, WASHER/DRYER, AND REFRIGERATOR. FLOOR FINISHES EXTENDUNDER ALL RAISED COUNTERS, AND DESK AND CABINETS INDICATED WITH "REMOVABLEFRONTS".1/AX.XXSIMINT. PARTITION W/INSULATIONCLEAR FLOOR SPACEPLAN CALLOUT TAGA1011LEVEL 2-6KEY PLAN - UNIT A6LEVEL 7LEVEL 8ISSUE FOR PRICING / BIDDING:DRAWN BY:AOR:The architectural works depictedherein are the sole property ofHumphreys & Partners UrbanArchitecture, L.P. and may not beconstructed or used without its expresswritten permission. No permission tomodify or reproduce any of thearchitectural works, including withoutlimitation the e construction of anybuilding, is expressed or should beimplied from delivery of preliminarydrawings or unsealed constructiondrawings. Permission to construct thebuilding depicted in sealedconstruction drawings is expresslyconditioned on the full and timelypayment of all fees otherwise dueHumphreys & Partners Architects, L.P.and, in the absence of any writtenagreement to the contrary, is limited toa one-time use One he site indicatedon these plans.HUMPHREYS & PARTNERSURBAN ARCHITECTURE, L.P.5339 ALPHA ROAD * SUITE 300* DALLAS, TX 75240T: (972) 701-9636 F: (972) 701-9639DALLAS * NEWPORT BEACH * NEW ORLEANS *ORLANDO * CHENNAI * MONTEVIDEOCopyright 2017 - Humphreys & Partners Urban Architecture, L.P.All Rights ReservedISSUE FOR PERMIT APPLICATION:ISSUE FOR CONSTRUCTION:DESIGNED BY:PLOT DATEwww.humphreys.comSHEET CONTENTSSHEET NUMBERSCALE---As indicatedA3.16UNIT A6 - PLANS& ELEVATIONSNEWMAN DEVELOPMENT GROUPCITY CENTREBH16077PERMIT ISSUE (07/10/2017)SBMCITHACA, NY07/10/201707/10/20173KITCHEN - INTERIOR ELEVATIONS1/4" = 1'-0"4BATH - INTERIOR ELEVATIONS1/4" = 1'-0"5LAUNDRY - INTERIOR ELEVATION1/4" = 1'-0" 1/4" = 1'-0"1UNIT A6 - DIMENSION PLAN 1/4" = 1'-0"2UNIT A6 - REFERENCE PLAN 1/2" = 1'-0"6UNIT A6 - KITCHEN - C.F.S. PLAN 1/2" = 1'-0"7UNIT A6 - BATH - C.F.S. PLAN 1/2" = 1'-0"8UNIT A6 - LAUNDRY - C.F.S. PLAN3a3b3c5a4a4b4cREVISION SCHEDULENO: DATE: DESCRIPTION: 60"x30"SHOWERS.H.REF.RANGEW/MICRO.HOODPAN.5SDWSINKW/DISP.WCSTACKEDW/DWC(ANSI)LAVTPLAV2S2R1S1R1S1R2S2R1S1R1S1R1S1R30"STAND.TUB30"STAND.TUBC.F.S.CPTVNLREF.30"X48" CLEAR FLOORSPACE AT APPLIANCERANGEW/MICRO.HOOD30"X48" CLEAR FLOORSPACE AT RANGE;PARALLEL APPROACHPAN.5SDW30"X48" CLEAR FLOORSPACE AT DW;PARALLEL APPROACHSINKW/DISP.30"X48" CLEAR FLOORSPACE AT SINK;PARALLEL APPROACHSTACKEDW/D30"X48" CLEAR FLOORSPACE AT W/D;PARALLEL APPROACHWC(ANSI)LAV60"X66" CLEAR FLOORSPACE AT WC30"STAND.TUBSRSH30"X48" CLEAR FLOORSPACE AT LAV.;FRONT APPROACHA3.217A3.218A3.214aA3.213a3b3cA3.216aLIVING / DININGKITCHENM. BEDROOMBATH 2BEDROOM 2M. BATHW.I.C.W.I.C.CLOSET5S4bA3.215aA3.215c5b01030208030206160414A1A1ANSI30" TUB3B13A13B13A13B13A13A13A33B13A13A13A13A13C43A12H12H12B12B138' - 6 1/2"38' - 6 1/2"30' - 11 1/2"30' - 11 1/2"8' - 4 3/8"30' - 2 1/8"5' - 11"3' - 11 1/8"9' - 2 1/8"11' - 11 3/8"7' - 0"5' - 7 1/4"1' - 8 3/4"24' - 2 1/2"10' - 0"1' - 0"6' - 10 1/8"17' - 10 1/8"14' - 7"12' - 3 1/8"10' - 9"7' - 2"6"17' - 3 1/2"6"12' - 2"3"1' - 4"2' - 0"6"1' - 10"11' - 9 1/2"6"5' - 9"3"5' - 10 7/8"4' - 7 3/4"4' - 0 3/8"3' - 4 1/4"3' - 8 3/4"6"12' - 3 1/2"3' - 2 1/2"3' - 10 1/2"1' - 10"1' - 10"3' - 10"7' - 8 1/4"6"5' - 3 1/4"4' - 0"9' - 5"5' - 4 7/8"2' - 3 5/8"5' - 1 5/8"6"1' - 8"1' - 6 3/8"9' - 6"6"6' - 7 1/8"3"9' - 8 3/8"6"3' - 3 3/8"6"13' - 7 1/2"XXFLOORINGTRANSITION TAGCO= CASED OPENINGT= TEMPERED GLASS PERIBC 2406CPT= CARPETCT= CERAMIC TILEW= WASHING MACHINED= CLOTHES DRYERW/D= COMBO WASHER &DRYERKS= KNEE SPACETB= TOWER BAR AT 46" A.F.F.TR= TOWEL RINGTP= TOILET PAPER HOLDERM.B.= MEDICINE CABINETVNL= VINYL WOOD PLANKWS= WORKSPACEWC= WATER CLOSETLAV= LAVETORYRH= ROBE HOOKGB= GRAB BARDW= DISHWASHERAHU= AIR HANDLING UNITP= PANTRYWH= WATER HEATERSR= SHOWER RODSH= SHOWER HEAD2R2S= 2 RODS / 2 SHELVES1R1S= 1 ROD / 1 SHELF#S= # OF SHELVESREF= REFRIGERATORABBREVIATIONS:4321A3.XXXAX.XXCALLOUT TAGSYMBOL LEGEND - UNIT PLANSGENERAL UNIT NOTES30" x 48" CLEAR FLOORSPACE W/ 2"TOLERANCE AREAINTERIOR ELEVATIONSYMBOLWINDOW TAGSYMBOLDOOR TAGSYMBOLDETAIL SECTIONTAGBULKHEAD:1'-4" TYPICAL, U.N.O.REF. M.E.P.VINYL PLANK,REF. SPECIFICATIONS1.REFER TO MEP DWGS FOR LOCATION OF SMOKE, CO & FIRE DETECTORS.2.REFER TO SHEET A1.02 FOR ABBREVIATIONS AND GENERAL PROJECT NOTES.3.REFER TO SHEET A1.02 FOR TYPICAL INTERIOR ELEVATION PROFILES & NOTES.4.REFER TO SHEET A1.05 FOR TYPICAL WALL ASSEMBLIES.5.REFER TO SHEET A2.01-A2.01b FOR DOOR SCHEDULE & DETAILS.6.ALL INTERIOR DOORS SHALL ALLOW 3/4" AIRFLOW FOR RETURN AIR AT BOTTOM OF DOOR.7.REFER TO SHEET A2.02-A2.02b FOR WINDOW, STOREFRONT & WINDOW WALL SCHEDULES& DETAILS.8.ALL EXTERIOR WINDOWS SHALL MEET ALL FEDERAL, STATE AND ANY LOCAL GLAZINGSTANDARDS AND SLIDING GLASS DOORS SHALL HAVE PIN LOCKS OR CHARLEY BARS.9.NOT USED.10.REFER TO BUILDING PLANS FOR WALL TYPES.11.NOT USED.12.NOT USED.13.PROVIDE MOISTURE RESISTANT GYPSUM DRYWALL IN ALL UNIT BATHROOM WALLS ANDCEMENT BACKER BOARD BEHIND CERAMIC TILE AT SHOWER AND BATHS.14.PROVIDE SOUND BATTS IN ALL CORRIDOR AND TENANT SEPARATION WALLS.15.PROVIDE SOUND INSULATION IN WALLS AROUND ALL LAUNDRY ROOMS, PLUMBING, ANDALL HVAC CLOSETS.16.REFER TO STRUCTURAL DRAWINGS FOR SHEARWALL AND BEARING WALL LOCATIONS17.VERTICAL MECHANICAL CHASES WITHIN UNITS ARE TO BE FIRE STOPPED PER LOCALREQUIREMENTS.18.ALL DIMENSIONS ARE TO FACE OF STUD OR CENTER LINE OF OPENING. U.N.O.19.ALL ANGLES ARE 45° TO HORIZONTAL & VERTICAL DIRECTIONS, U.N.O. TYP. AT ALL UNITS.20.ALL DIMENSIONS AND NOTES STATING "CLEAR" IS FROM FACE OF FINISH.21.ALL DOORS ARE 4" FROM THE ADJACENT WALL, U.N.O.22.REFER TO A1.03 FOR ALL INTERIOR FAIR HOUSING ACT AND OTHER ACCESSIBILITYREQUIREMENTS.23.ALL TOWEL BARS ARE TO BE MOUNTED AT 45" A.F.F. AND TOILET PAPER DISPENSERS AT18" A.F.F. UNLESS NOTED OTHERWISE.24.INTERIOR ELEVATIONS ARE FOR SCHEMATIC CABINET LAYOUT ONLY. CONTRACTOR TOVERIFY ALL DIMENSIONS. PROVIDE FILLERS AS REQUIRED, FILLERS ARE NOT TO EXCEED3". REFER TO CABINET SHOP DRAWINGS.25.VANITY MIRRORS TO BE MOUNTED WITH THE BOTTOM OF THE REFLECTING SURFACE NOMORE THAN 40" A.F.F. IN ANSI BATHROOMS.26.PROVIDE MINIMUM RATED 2A:10B:C FIRE EXTINGUISHER IN EACH KITCHEN UNDER THESINK.27.VERIFY ALL TUB OR SHOWER WALL LENGTHS AND DIMENSIONS WITH ACTUAL TUB ORSHOWER PROVIDED. CONTRACTOR TO COORDINATE FRAMING, TUB OR SHOWERMANUFACTURER, AND DETAILS.28.PROVIDE SOLID BLOCKING IN WALLS FOR FUTURE INSTALLATION OF GRAB BARS ASSHOWN ON A1.03, OR ALTERNATIVE MEANS OF REINFORCING THE CAVITY BETWEEN THEFIBERGLASS TUB AND THE WALL.29.SEE ARCHITECTURAL ELEVATION, MEP AND STRUCTURAL DRAWINGS FOR EXTERIORFEATURES THAT MAY REQUIRE BLOCKING OR OTHER CONSIDERATIONS SPECIFIC TO THEUNIT LOCATION IN THE BUILDING, SUCH AS ATTACHED SIGNAGE, LIGHTING, AWNINGS,CANOPIES, TRELLISES, SHUTTERS, FIXTURES, BUILDOUTS, CORNICES, RAILINGS,LANDSCAPE FEATURES AND ADJACENT ATTACHED STRUCTURES.30.PROVIDE A HIGH OUTLET COVER SO THAT TV IN LIVING ROOM CAN BE MOUNTED AT 46"A.F.F. TO THE CENTER OF TV. REFER TO MEP AND TELECOM. PROVIDE BLOCKING FORT.V. MOUNTING.31.ALL EXTERIOR SLABS TO SLOPE DOWN 1/8" TO EDGE OF SLAB. LIGHT BROOM FINISH ATSLOPED SURFACES. VERIFY WITH STRUCTURUL DRAWINGS.32.REFER TO INTERIOR DESIGNER FINISH SCHEDULE FOR FINISHES, FOR ADDITIONAL ROOMFINISH NOTES AND SPECIFICATIONS.33.REFER TO INTERIOR DESIGNER DRAWINGS FOR EXACT MOLDING LOCATIONS, SIZES ANDFINISHES.34.NOT USED.35.NOT USED.36.ALTHOUGH SYMBOLS HAVE BEEN REMOVED FOR CLARITY, FLOOR FINISHES EXTENDUNDER SHELVING, WASHER/DRYER, AND REFRIGERATOR. FLOOR FINISHES EXTENDUNDER ALL RAISED COUNTERS, AND DESK AND CABINETS INDICATED WITH "REMOVABLEFRONTS".1/AX.XXSIMINT. PARTITION W/INSULATIONCLEAR FLOOR SPACEPLAN CALLOUT TAGA101142" MIN. CLR.42" MIN. CLR.24" MIN. CLR.24" MIN. CLR.18" CLR.18" MIN. CLR.2' - 4"4"10"3' - 10"BLOCKING FORGRAB BARS30"X60" CLEAR FLOORSPACE AT TUBMICRO.HOODDWSINK W/ DISP.24" MIN. CLR.WORKSPACEREF.WORKSPACEPANTRY3' - 0"1' - 6"3' - 0"1' - 2"3' - 0"42" MIN. CLR.1' - 2"3' - 0"1' - 6"3' - 0"8' - 8"WASHERDRYER18" CLR.15" MIN. CLR.TPLAV48" x 40"FRAMELESSMIRRORLIGHT FIXTURE1' - 8"6"3' - 8"2' - 10"1' - 8"7' - 0"8' - 8"ADJUSTABLESHOWER HEADROLL-IN SHOWER60" x 30"15" MIN. CLR.SHWCTP5' - 10"2' - 10"8' - 8"1' - 8"6"3' - 8"2' - 10"8' - 8"48" x 40"FRAMELESSMIRROR15" MIN. CLR.TP1' - 7"LIGHTINGFIXTUREACCESSIBLEWCLAV18" CLR.18" MIN. CLR.REMOVABLE BASE CABINETS. INSULATEPIPES, PROVIDE FINISHED PANELS.CONTINUE FLOOR FINISH UNDER CABINETS.ACCESSIBLEWC8' - 8"GRAB BARS. REF.10/1.03a FORREINFORCING LOCATIONS.ADJUSTABLESHOWER HEADSHANSI 30" TUBGRAB BARS, REF. 10/1.03aFOR REINFORCINGLOCATIONSLEVEL 2-6KEY PLAN - UNIT B1LEVEL 7LEVEL 8ISSUE FOR PRICING / BIDDING:DRAWN BY:AOR:The architectural works depictedherein are the sole property ofHumphreys & Partners UrbanArchitecture, L.P. and may not beconstructed or used without its expresswritten permission. No permission tomodify or reproduce any of thearchitectural works, including withoutlimitation the e construction of anybuilding, is expressed or should beimplied from delivery of preliminarydrawings or unsealed constructiondrawings. Permission to construct thebuilding depicted in sealedconstruction drawings is expresslyconditioned on the full and timelypayment of all fees otherwise dueHumphreys & Partners Architects, L.P.and, in the absence of any writtenagreement to the contrary, is limited toa one-time use One he site indicatedon these plans.HUMPHREYS & PARTNERSURBAN ARCHITECTURE, L.P.5339 ALPHA ROAD * SUITE 300* DALLAS, TX 75240T: (972) 701-9636 F: (972) 701-9639DALLAS * NEWPORT BEACH * NEW ORLEANS *ORLANDO * CHENNAI * MONTEVIDEOCopyright 2017 - Humphreys & Partners Urban Architecture, L.P.All Rights ReservedISSUE FOR PERMIT APPLICATION:ISSUE FOR CONSTRUCTION:DESIGNED BY:PLOT DATEwww.humphreys.comSHEET CONTENTSSHEET NUMBERSCALE---As indicatedA3.21UNIT B1 - PLANS& ELEVATIONSNEWMAN DEVELOPMENT GROUPCITY CENTREBH16077PERMIT ISSUE (07/10/2017)SBMCITHACA, NY07/10/201707/10/20173KITCHEN - INTERIOR ELEVATIONS1/4" = 1'-0"4MASTER BATH - INTERIOR ELEVATIONS1/4" = 1'-0"6LAUNDRY INTERIOR ELEVATION1/4" = 1'-0" 1/4" = 1'-0"2UNIT B1 - REFERENCE PLAN 1/4" = 1'-0"1UNIT B1 - DIMENSION PLAN 1/2" = 1'-0"7UNIT B1 - KITCHEN - C.F.S. PLAN 1/2" = 1'-0"8UNIT B1 - BATH 2 - C.F.S. PLAN3a3b3c6a4a4b5BATH 2 - INTERIOR ELEVATIONS1/4" = 1'-0"5a5b5cREVISION SCHEDULENO: DATE: DESCRIPTION: PAN.5SREF.WCWC(ANSI)STACKEDW/D1S1RLAVTPRANGEW/MICRO.HOOD60"x30"ROLL-INSHOWERS.H.2S2R1S1RLAV1S1RLINEN5S2S2R1S1RSINKW/DISP.DW30"STAND.TUB30"STAND.TUBC.F.S.CPTVNLPAN.5SREF.STACKEDW/D30"X48" CLEAR FLOORSPACE AT W/D;PARALLEL APPROACHRANGEW/MICRO.HOOD30"X48" CLEAR FLOORSPACE AT RANGE;PARALLEL APPROACH30"X48" CLEAR FLOORSPACE AT APPLIANCESINKW/DISP.DW30"X48" CLEAR FLOORSPACE AT DW;PARALLEL APPROACH30"X48" CLEAR FLOORSPACE AT SINK;PARALLEL APPROACHWC(ANSI)60"x30"ROLL-INSHOWERS.H.30"X60" CLEAR FLOORSPACE AT SHOWER;GLASS & DOORREMOVABLE FOR ANSILAV60"X66" CLEAR FLOORSPACE AT WCLINEN5S30"X48" CLEAR FLOORSPACE AT LAV.;FRONT APPROACHA3.227A3.228A3.223aA3.224a4c3bLIVING / DININGKITCHENBEDROOM 2M. BATHM. BEDROOMBATH 2CLOSETCLOSETW.I.C.3c4bA3.225a5bA3.226a04010206161403020307A1A1A43A13C23A13B13B13C43A13A13A13A13A13A13A13C43C43A13A13A13C23B13A13C43A13C43A12H142' - 7 1/2"42' - 7 1/2"23' - 8 1/2"23' - 8 3/8"2' - 10"30' - 11 1/4"8' - 10 1/4"8 7/8"2' - 11"3' - 0 7/8"11' - 0"17' - 8 3/4"4' - 10 5/8"18' - 9 3/4"10 7/8"14' - 6 5/8"8' - 2 7/8"14' - 5 1/2"30' - 9 3/8"11' - 10 1/8"35°55°5 5 °125°9 0 °35°55°90°7' - 4"12' - 0"11' - 5 3/8"6' - 1"8' - 4 1/2"6"2' - 4"9 1/2"2 1/2"8' - 5 5/8"6"11' - 4"3' - 2"6"3' - 5 5/8"2' - 0 1/4"6"6"5 7/8"6' - 0"7' - 11 1/2"3' - 4 1/2"6"1' - 10"3' - 6"3' - 4"2' - 10 3/8"9 1/4"11' - 2 3/4"6"6' - 1 5/8"2' - 10 7/8"8' - 5 1/2"5' - 8 7/8"2' - 1 3/4"3' - 4 5/8"XXFLOORINGTRANSITION TAGCO= CASED OPENINGT= TEMPERED GLASS PERIBC 2406CPT= CARPETCT= CERAMIC TILEW= WASHING MACHINED= CLOTHES DRYERW/D= COMBO WASHER &DRYERKS= KNEE SPACETB= TOWER BAR AT 46" A.F.F.TR= TOWEL RINGTP= TOILET PAPER HOLDERM.B.= MEDICINE CABINETVNL= VINYL WOOD PLANKWS= WORKSPACEWC= WATER CLOSETLAV= LAVETORYRH= ROBE HOOKGB= GRAB BARDW= DISHWASHERAHU= AIR HANDLING UNITP= PANTRYWH= WATER HEATERSR= SHOWER RODSH= SHOWER HEAD2R2S= 2 RODS / 2 SHELVES1R1S= 1 ROD / 1 SHELF#S= # OF SHELVESREF= REFRIGERATORABBREVIATIONS:4321A3.XXXAX.XXCALLOUT TAGSYMBOL LEGEND - UNIT PLANSGENERAL UNIT NOTES30" x 48" CLEAR FLOORSPACE W/ 2"TOLERANCE AREAINTERIOR ELEVATIONSYMBOLWINDOW TAGSYMBOLDOOR TAGSYMBOLDETAIL SECTIONTAGBULKHEAD:1'-4" TYPICAL, U.N.O.REF. M.E.P.VINYL PLANK,REF. SPECIFICATIONS1.REFER TO MEP DWGS FOR LOCATION OF SMOKE, CO & FIRE DETECTORS.2.REFER TO SHEET A1.02 FOR ABBREVIATIONS AND GENERAL PROJECT NOTES.3.REFER TO SHEET A1.02 FOR TYPICAL INTERIOR ELEVATION PROFILES & NOTES.4.REFER TO SHEET A1.05 FOR TYPICAL WALL ASSEMBLIES.5.REFER TO SHEET A2.01-A2.01b FOR DOOR SCHEDULE & DETAILS.6.ALL INTERIOR DOORS SHALL ALLOW 3/4" AIRFLOW FOR RETURN AIR AT BOTTOM OF DOOR.7.REFER TO SHEET A2.02-A2.02b FOR WINDOW, STOREFRONT & WINDOW WALL SCHEDULES& DETAILS.8.ALL EXTERIOR WINDOWS SHALL MEET ALL FEDERAL, STATE AND ANY LOCAL GLAZINGSTANDARDS AND SLIDING GLASS DOORS SHALL HAVE PIN LOCKS OR CHARLEY BARS.9.NOT USED.10.REFER TO BUILDING PLANS FOR WALL TYPES.11.NOT USED.12.NOT USED.13.PROVIDE MOISTURE RESISTANT GYPSUM DRYWALL IN ALL UNIT BATHROOM WALLS ANDCEMENT BACKER BOARD BEHIND CERAMIC TILE AT SHOWER AND BATHS.14.PROVIDE SOUND BATTS IN ALL CORRIDOR AND TENANT SEPARATION WALLS.15.PROVIDE SOUND INSULATION IN WALLS AROUND ALL LAUNDRY ROOMS, PLUMBING, ANDALL HVAC CLOSETS.16.REFER TO STRUCTURAL DRAWINGS FOR SHEARWALL AND BEARING WALL LOCATIONS17.VERTICAL MECHANICAL CHASES WITHIN UNITS ARE TO BE FIRE STOPPED PER LOCALREQUIREMENTS.18.ALL DIMENSIONS ARE TO FACE OF STUD OR CENTER LINE OF OPENING. U.N.O.19.ALL ANGLES ARE 45° TO HORIZONTAL & VERTICAL DIRECTIONS, U.N.O. TYP. AT ALL UNITS.20.ALL DIMENSIONS AND NOTES STATING "CLEAR" IS FROM FACE OF FINISH.21.ALL DOORS ARE 4" FROM THE ADJACENT WALL, U.N.O.22.REFER TO A1.03 FOR ALL INTERIOR FAIR HOUSING ACT AND OTHER ACCESSIBILITYREQUIREMENTS.23.ALL TOWEL BARS ARE TO BE MOUNTED AT 45" A.F.F. AND TOILET PAPER DISPENSERS AT18" A.F.F. UNLESS NOTED OTHERWISE.24.INTERIOR ELEVATIONS ARE FOR SCHEMATIC CABINET LAYOUT ONLY. CONTRACTOR TOVERIFY ALL DIMENSIONS. PROVIDE FILLERS AS REQUIRED, FILLERS ARE NOT TO EXCEED3". REFER TO CABINET SHOP DRAWINGS.25.VANITY MIRRORS TO BE MOUNTED WITH THE BOTTOM OF THE REFLECTING SURFACE NOMORE THAN 40" A.F.F. IN ANSI BATHROOMS.26.PROVIDE MINIMUM RATED 2A:10B:C FIRE EXTINGUISHER IN EACH KITCHEN UNDER THESINK.27.VERIFY ALL TUB OR SHOWER WALL LENGTHS AND DIMENSIONS WITH ACTUAL TUB ORSHOWER PROVIDED. CONTRACTOR TO COORDINATE FRAMING, TUB OR SHOWERMANUFACTURER, AND DETAILS.28.PROVIDE SOLID BLOCKING IN WALLS FOR FUTURE INSTALLATION OF GRAB BARS ASSHOWN ON A1.03, OR ALTERNATIVE MEANS OF REINFORCING THE CAVITY BETWEEN THEFIBERGLASS TUB AND THE WALL.29.SEE ARCHITECTURAL ELEVATION, MEP AND STRUCTURAL DRAWINGS FOR EXTERIORFEATURES THAT MAY REQUIRE BLOCKING OR OTHER CONSIDERATIONS SPECIFIC TO THEUNIT LOCATION IN THE BUILDING, SUCH AS ATTACHED SIGNAGE, LIGHTING, AWNINGS,CANOPIES, TRELLISES, SHUTTERS, FIXTURES, BUILDOUTS, CORNICES, RAILINGS,LANDSCAPE FEATURES AND ADJACENT ATTACHED STRUCTURES.30.PROVIDE A HIGH OUTLET COVER SO THAT TV IN LIVING ROOM CAN BE MOUNTED AT 46"A.F.F. TO THE CENTER OF TV. REFER TO MEP AND TELECOM. PROVIDE BLOCKING FORT.V. MOUNTING.31.ALL EXTERIOR SLABS TO SLOPE DOWN 1/8" TO EDGE OF SLAB. LIGHT BROOM FINISH ATSLOPED SURFACES. VERIFY WITH STRUCTURUL DRAWINGS.32.REFER TO INTERIOR DESIGNER FINISH SCHEDULE FOR FINISHES, FOR ADDITIONAL ROOMFINISH NOTES AND SPECIFICATIONS.33.REFER TO INTERIOR DESIGNER DRAWINGS FOR EXACT MOLDING LOCATIONS, SIZES ANDFINISHES.34.NOT USED.35.NOT USED.36.ALTHOUGH SYMBOLS HAVE BEEN REMOVED FOR CLARITY, FLOOR FINISHES EXTENDUNDER SHELVING, WASHER/DRYER, AND REFRIGERATOR. FLOOR FINISHES EXTENDUNDER ALL RAISED COUNTERS, AND DESK AND CABINETS INDICATED WITH "REMOVABLEFRONTS".1/AX.XXSIMINT. PARTITION W/INSULATIONCLEAR FLOOR SPACEPLAN CALLOUT TAGA101124" MIN. CLR.42" MIN. CLR.42" MIN. CLR.24" MIN. CLR.4"2' - 4"3' - 10"10"18" CLR.18" MIN. CLR.BLOCKING FORGRAB BARS15" MIN. CLR.2' - 6"REF.RANGEHOODMICRO.PANTRY3' - 0"1' - 6"3' - 0"1' - 2"8' - 8"24" MIN. CLR.SINK W/ DISP.DW1' - 2"3' - 0"1' - 6"3' - 0"8' - 8"24" MIN. CLR.ADJUSTABLESHOWER HEADSHROLL-IN SHOWER60" x 30"1' - 8"7' - 0"8' - 8"18" MIN. CLR.18" CLR.TPLAV48" x 40"FRAMELESSMIRROR1' - 2"6"6"3' - 8"2' - 10"8' - 8"1' - 7"ACCESSIBLEWC15" MIN. CLR.REMOVABLE BASE CABINETS.INSULATE PIPES, PROVIDE FINISHEDPANELS. CONTINUE FLOOR FINISHUNDER CABINETS.LIGHT FIXTURE3' - 0"42" MIN. CLR.3' - 0"4' - 6"1' - 2"8' - 8"TPACCESSIBLEWC1' - 7"GRAB BARS. REF.10/1.03a FORREINFORCING LOCATIONWASHERDRYER36" x 40"FRAMELESSMIRROR2' - 10"3' - 8"6"1' - 8"8' - 8"15" MIN. CLR.18" MIN. CLR.15" MIN. CLR.STAND.30" TUBSHWCTPLAVLIGHTING FIXTURESTANDARD 30" TUBSH2' - 5 3/4"4' - 11 1/4"1' - 3"8' - 8"LEVEL 2-6KEY PLAN - UNIT B2LEVEL 7LEVEL 8ISSUE FOR PRICING / BIDDING:DRAWN BY:AOR:The architectural works depictedherein are the sole property ofHumphreys & Partners UrbanArchitecture, L.P. and may not beconstructed or used without its expresswritten permission. No permission tomodify or reproduce any of thearchitectural works, including withoutlimitation the e construction of anybuilding, is expressed or should beimplied from delivery of preliminarydrawings or unsealed constructiondrawings. Permission to construct thebuilding depicted in sealedconstruction drawings is expresslyconditioned on the full and timelypayment of all fees otherwise dueHumphreys & Partners Architects, L.P.and, in the absence of any writtenagreement to the contrary, is limited toa one-time use One he site indicatedon these plans.HUMPHREYS & PARTNERSURBAN ARCHITECTURE, L.P.5339 ALPHA ROAD * SUITE 300* DALLAS, TX 75240T: (972) 701-9636 F: (972) 701-9639DALLAS * NEWPORT BEACH * NEW ORLEANS *ORLANDO * CHENNAI * MONTEVIDEOCopyright 2017 - Humphreys & Partners Urban Architecture, L.P.All Rights ReservedISSUE FOR PERMIT APPLICATION:ISSUE FOR CONSTRUCTION:DESIGNED BY:PLOT DATEwww.humphreys.comSHEET CONTENTSSHEET NUMBERSCALE---As indicatedA3.22UNIT B2 - PLANS& ELEVATIONSNEWMAN DEVELOPMENT GROUPCITY CENTREBH16077PERMIT ISSUE (07/10/2017)SBMCITHACA, NY07/10/201707/10/2017 1/4" = 1'-0"2UNIT B2 - REFERENCE PLAN 1/4" = 1'-0"1UNIT B2 - DIMENSION PLAN3KITCHEN - INTERIOR ELEVATIONS1/4" = 1'-0"4MASTER BATH - INTERIOR ELEVATIONS1/4" = 1'-0"6LAUNDRY - INTERIOR ELEVATION1/4" = 1'-0" 1/2" = 1'-0"7UNIT B2 - KITCHEN & LAUNDRY- C.F.S. PLAN 1/2" = 1'-0"8UNIT B2 - MASTER BATH - C.F.S. PLAN3a3b4a4c3c4b6a5BATH 2 - INTERIOR ELEVATION1/4" = 1'-0"5a5bREVISION SCHEDULENO: DATE: DESCRIPTION: C.F.S.CPTVNLREF.RANGEW/MICRO.HOODPAN.5SWC(ANSI)DWSINKW/DISP.WCLAVTPSTACKEDW/D1S1RLAV60"x30"SHOWERS.H.LINEN5SLINEN5S2S2R1S1R2S2R1S1R1S1R30"STAND.TUB30"STAND.TUBREF.30"X48" CLEAR FLOORSPACE AT APPLIANCERANGEW/MICRO.HOOD30"X48" CLEAR FLOORSPACE AT RANGE;PARALLEL APPROACHPAN.5SDW30"X48" CLEAR FLOORSPACE AT DW;PARALLEL APPROACHSINKW/DISP.1S1R30"X48" CLEAR FLOORSPACE AT SINK;PARALLEL APPROACHWC(ANSI)60"X56" CLEAR FLOORSPACE AT WCLAVLINEN5S2S2R1S1R30"STAND.TUBSRSH30"X48" CLEAR FLOORSPACE AT FIXTURESTACKEDW/D30"X48" CLEAR FLOORSPACE AT W/D;PARALLEL APPROACHXXFLOORINGTRANSITION TAGCO= CASED OPENINGT= TEMPERED GLASS PERIBC 2406CPT= CARPETCT= CERAMIC TILEW= WASHING MACHINED= CLOTHES DRYERW/D= COMBO WASHER &DRYERKS= KNEE SPACETB= TOWER BAR AT 46" A.F.F.TR= TOWEL RINGTP= TOILET PAPER HOLDERM.B.= MEDICINE CABINETVNL= VINYL WOOD PLANKWS= WORKSPACEWC= WATER CLOSETLAV= LAVETORYRH= ROBE HOOKGB= GRAB BARDW= DISHWASHERAHU= AIR HANDLING UNITP= PANTRYWH= WATER HEATERSR= SHOWER RODSH= SHOWER HEAD2R2S= 2 RODS / 2 SHELVES1R1S= 1 ROD / 1 SHELF#S= # OF SHELVESREF= REFRIGERATORABBREVIATIONS:4321A3.XXXAX.XXCALLOUT TAGSYMBOL LEGEND - UNIT PLANSGENERAL UNIT NOTES30" x 48" CLEAR FLOORSPACE W/ 2"TOLERANCE AREAINTERIOR ELEVATIONSYMBOLWINDOW TAGSYMBOLDOOR TAGSYMBOLDETAIL SECTIONTAGBULKHEAD:1'-4" TYPICAL, U.N.O.REF. M.E.P.VINYL PLANK,REF. SPECIFICATIONS1.REFER TO MEP DWGS FOR LOCATION OF SMOKE, CO & FIRE DETECTORS.2.REFER TO SHEET A1.02 FOR ABBREVIATIONS AND GENERAL PROJECT NOTES.3.REFER TO SHEET A1.02 FOR TYPICAL INTERIOR ELEVATION PROFILES & NOTES.4.REFER TO SHEET A1.05 FOR TYPICAL WALL ASSEMBLIES.5.REFER TO SHEET A2.01-A2.01b FOR DOOR SCHEDULE & DETAILS.6.ALL INTERIOR DOORS SHALL ALLOW 3/4" AIRFLOW FOR RETURN AIR AT BOTTOM OF DOOR.7.REFER TO SHEET A2.02-A2.02b FOR WINDOW, STOREFRONT & WINDOW WALL SCHEDULES& DETAILS.8.ALL EXTERIOR WINDOWS SHALL MEET ALL FEDERAL, STATE AND ANY LOCAL GLAZINGSTANDARDS AND SLIDING GLASS DOORS SHALL HAVE PIN LOCKS OR CHARLEY BARS.9.NOT USED.10.REFER TO BUILDING PLANS FOR WALL TYPES.11.NOT USED.12.NOT USED.13.PROVIDE MOISTURE RESISTANT GYPSUM DRYWALL IN ALL UNIT BATHROOM WALLS ANDCEMENT BACKER BOARD BEHIND CERAMIC TILE AT SHOWER AND BATHS.14.PROVIDE SOUND BATTS IN ALL CORRIDOR AND TENANT SEPARATION WALLS.15.PROVIDE SOUND INSULATION IN WALLS AROUND ALL LAUNDRY ROOMS, PLUMBING, ANDALL HVAC CLOSETS.16.REFER TO STRUCTURAL DRAWINGS FOR SHEARWALL AND BEARING WALL LOCATIONS17.VERTICAL MECHANICAL CHASES WITHIN UNITS ARE TO BE FIRE STOPPED PER LOCALREQUIREMENTS.18.ALL DIMENSIONS ARE TO FACE OF STUD OR CENTER LINE OF OPENING. U.N.O.19.ALL ANGLES ARE 45° TO HORIZONTAL & VERTICAL DIRECTIONS, U.N.O. TYP. AT ALL UNITS.20.ALL DIMENSIONS AND NOTES STATING "CLEAR" IS FROM FACE OF FINISH.21.ALL DOORS ARE 4" FROM THE ADJACENT WALL, U.N.O.22.REFER TO A1.03 FOR ALL INTERIOR FAIR HOUSING ACT AND OTHER ACCESSIBILITYREQUIREMENTS.23.ALL TOWEL BARS ARE TO BE MOUNTED AT 45" A.F.F. AND TOILET PAPER DISPENSERS AT18" A.F.F. UNLESS NOTED OTHERWISE.24.INTERIOR ELEVATIONS ARE FOR SCHEMATIC CABINET LAYOUT ONLY. CONTRACTOR TOVERIFY ALL DIMENSIONS. PROVIDE FILLERS AS REQUIRED, FILLERS ARE NOT TO EXCEED3". REFER TO CABINET SHOP DRAWINGS.25.VANITY MIRRORS TO BE MOUNTED WITH THE BOTTOM OF THE REFLECTING SURFACE NOMORE THAN 40" A.F.F. IN ANSI BATHROOMS.26.PROVIDE MINIMUM RATED 2A:10B:C FIRE EXTINGUISHER IN EACH KITCHEN UNDER THESINK.27.VERIFY ALL TUB OR SHOWER WALL LENGTHS AND DIMENSIONS WITH ACTUAL TUB ORSHOWER PROVIDED. CONTRACTOR TO COORDINATE FRAMING, TUB OR SHOWERMANUFACTURER, AND DETAILS.28.PROVIDE SOLID BLOCKING IN WALLS FOR FUTURE INSTALLATION OF GRAB BARS ASSHOWN ON A1.03, OR ALTERNATIVE MEANS OF REINFORCING THE CAVITY BETWEEN THEFIBERGLASS TUB AND THE WALL.29.SEE ARCHITECTURAL ELEVATION, MEP AND STRUCTURAL DRAWINGS FOR EXTERIORFEATURES THAT MAY REQUIRE BLOCKING OR OTHER CONSIDERATIONS SPECIFIC TO THEUNIT LOCATION IN THE BUILDING, SUCH AS ATTACHED SIGNAGE, LIGHTING, AWNINGS,CANOPIES, TRELLISES, SHUTTERS, FIXTURES, BUILDOUTS, CORNICES, RAILINGS,LANDSCAPE FEATURES AND ADJACENT ATTACHED STRUCTURES.30.PROVIDE A HIGH OUTLET COVER SO THAT TV IN LIVING ROOM CAN BE MOUNTED AT 46"A.F.F. TO THE CENTER OF TV. REFER TO MEP AND TELECOM. PROVIDE BLOCKING FORT.V. MOUNTING.31.ALL EXTERIOR SLABS TO SLOPE DOWN 1/8" TO EDGE OF SLAB. LIGHT BROOM FINISH ATSLOPED SURFACES. VERIFY WITH STRUCTURUL DRAWINGS.32.REFER TO INTERIOR DESIGNER FINISH SCHEDULE FOR FINISHES, FOR ADDITIONAL ROOMFINISH NOTES AND SPECIFICATIONS.33.REFER TO INTERIOR DESIGNER DRAWINGS FOR EXACT MOLDING LOCATIONS, SIZES ANDFINISHES.34.NOT USED.35.NOT USED.36.ALTHOUGH SYMBOLS HAVE BEEN REMOVED FOR CLARITY, FLOOR FINISHES EXTENDUNDER SHELVING, WASHER/DRYER, AND REFRIGERATOR. FLOOR FINISHES EXTENDUNDER ALL RAISED COUNTERS, AND DESK AND CABINETS INDICATED WITH "REMOVABLEFRONTS".1/AX.XXSIMINT. PARTITION W/INSULATIONCLEAR FLOOR SPACEPLAN CALLOUT TAGA1011A3.237A3.238A3.233aA3.236aA3.235b5a5c3bLIVING / DININGKITCHENBEDROOM 2M. BATHM. BEDROOMBATH 2BALCONYW.I.C.CLOSET5dA3.234a4bA3.23901060302031516060213140404A1A1A2ANSI 30"TUBCLOSET3A13A13A13A13A13C43A13A13A33A13C43C43A13A13A13A13A13A13C43A13C43C43A13A32B1107.5°162.5°30' - 8"38' - 2 1/2"38' - 2 1/2"6' - 3"30' - 11 1/2"1' - 0"7' - 7"14' - 4 1/8"8' - 8 7/8"30' - 8"27' - 8 5/8"9' - 5 7/8"1' - 0"29' - 0 3/4"6' - 4"19' - 4"5' - 0"5' - 5 7/8"3' - 6"6"3"13' - 11 3/8"11' - 11"2' - 11 1/2"3"2' - 9 5/8"1' - 10"2' - 8 3/8"6"13' - 10 1/8"6"4' - 3 5/8"13' - 6 5/8"12' - 1 1/4"6"3"12' - 0"6"1' - 7 3/4"3' - 5 3/8"2' - 1 5/8"10' - 2 1/4"6"13' - 1 7/8"2' - 3 5/8"7 7/8"2' - 9 5/8"5' - 4"2' - 11 3/4"3' - 2"2' - 1 5/8"5' - 7 3/4"3"5' - 9 7/8"3' - 11 3/4"4' - 1 5/8"1' - 10 1/2"2' - 2 1/8"3' - 5 5/8"1' - 10"3' - 5 5/8"6' - 11 3/4"2' - 8 5/8"7' - 6"2' - 3 5/8"1' - 10"2' - 3 5/8"3' - 0 1/4"4' - 3 5/8"5' - 3 1/4"42" MIN. CLR.18" CLR.18" MIN. CLR.15" MIN. CLR.2' - 4"4"3' - 10"10"BLOCKING FORGRAB BARS30"X60" CLEAR FLOORSPACE AT TUBREF.RANGEHOODMICRO.WORKSPACEWORKSPACE3' - 0"1' - 6"3' - 0"1' - 2"8' - 8"SINK W/ DISP.DW5' - 8"3' - 0"8' - 8"60" x 40"FRAMELESSMIRRORLIGHTING FIXTURE2' - 10"3' - 8"6"1' - 8"LAV15" MIN. CLR.8' - 8"REMOVABLE BASE CABINETS. INSULATEPIPES, PROVIDE FINISHED PANELS.CONTINUE FLOOR FINISH UNDER CABINETS.TP1' - 2"4' - 8"2' - 10"18" CLR.18" MIN. CLR.1' - 7"GRAB BARS. REF.10/1.03a FORREINFORCING LOCATIONSACCESSIBLE WCACCESSIBLE WCTP1' - 7"WASHERDRYERLAVTPSH15" MIN. CLR.18" CLR.ROLL-IN SHOWER 60" x 30"36" x 40"FRAMELESSMIRRORLIGHTING FIXTURE2' - 10"3' - 8"6"6"1' - 2"8' - 8"WCSHADJUSTABLESHOWER HEAD1' - 8"7' - 0"8' - 8"WCADJUSTABLESHOWER HEADSHANSI 30" TUBGRAB BARS, REF. 10/1.03aFOR REINFORCINGLOCATIONSLEVEL 2-6KEY PLAN - UNIT B3LEVEL 7LEVEL 8ISSUE FOR PRICING / BIDDING:DRAWN BY:AOR:The architectural works depictedherein are the sole property ofHumphreys & Partners UrbanArchitecture, L.P. and may not beconstructed or used without its expresswritten permission. No permission tomodify or reproduce any of thearchitectural works, including withoutlimitation the e construction of anybuilding, is expressed or should beimplied from delivery of preliminarydrawings or unsealed constructiondrawings. Permission to construct thebuilding depicted in sealedconstruction drawings is expresslyconditioned on the full and timelypayment of all fees otherwise dueHumphreys & Partners Architects, L.P.and, in the absence of any writtenagreement to the contrary, is limited toa one-time use One he site indicatedon these plans.HUMPHREYS & PARTNERSURBAN ARCHITECTURE, L.P.5339 ALPHA ROAD * SUITE 300* DALLAS, TX 75240T: (972) 701-9636 F: (972) 701-9639DALLAS * NEWPORT BEACH * NEW ORLEANS *ORLANDO * CHENNAI * MONTEVIDEOCopyright 2017 - Humphreys & Partners Urban Architecture, L.P.All Rights ReservedISSUE FOR PERMIT APPLICATION:ISSUE FOR CONSTRUCTION:DESIGNED BY:PLOT DATEwww.humphreys.comSHEET CONTENTSSHEET NUMBERSCALE---As indicatedA3.23UNIT B3 - PLANS& ELEVATIONSNEWMAN DEVELOPMENT GROUPCITY CENTREBH16077PERMIT ISSUE (07/10/2017)SBMCITHACA, NY07/10/201707/10/20173KITCHEN - INTERIOR ELEVATIONS1/4" = 1'-0"5BATH 2 - INTERIOR ELEVATIONS1/4" = 1'-0"6LAUNDRY - INTERIOR ELEVATION1/4" = 1'-0" 1/4" = 1'-0"2UNIT B3 - REFERENCE PLAN 1/4" = 1'-0"1UNIT B3 - DIMENSION PLAN 1/2" = 1'-0"7UNIT B3 - KITCHEN & LAUNDRY- C.F.S. PLAN 1/2" = 1'-0"8UNIT B3 - BATH 2 - C.F.S. PLAN3a3b5a5b5c6a 1/2" = 1'-0"9UNIT B3 - LAUNDRY - C.F.S. PLAN4MASTER BATH - INTERIOR ELEVATIONS1/4" = 1'-0"4a4b5dREVISION SCHEDULENO: DATE: DESCRIPTION: LAVWC(ANSI)60"x30"ROLL-INSHOWERS.H.STACKEDW/DWCLAVTP1S1R2S2RREF.RANGEW/MICRO.HOODSINKW/DISP.DW2S2R1S1R1S1RLINEN5SPAN.5S30"STAND.TUB30"STAND.TUBC.F.S.CPTVNLREF.30"X48" CLEAR FLOORSPACE AT APPLIANCERANGEW/MICRO.HOOD30"X48" CLEAR FLOORSPACE AT RANGE;PARALLEL APPROACHSINKW/DISP.DW30"X48" CLEAR FLOORSPACE AT DW;PARALLEL APPROACHPAN.5S30"X48" CLEAR FLOORSPACE AT SINK;PARALLEL APPROACHLAVWC(ANSI)60"X66" CLEAR FLOORSPACE AT WC60"x30"ROLL-INSHOWERS.H.30"X60" CLEAR FLOORSPACE AT SHOWER;GLASS & DOORREMOVABLE FOR ANSILINEN5S30"X48" CLEAR FLOORSPACE AT FIXTURESTACKEDW/D30"X48" CLEAR FLOORSPACE AT W/D;PARALLEL APPROACH30"A3.257A3.258A3.259A3.253aA3.256aA3.254b4a4c3b3cLIVING / DININGKITCHENBEDROOM 2M. BATHM. BEDROOMBATH 2BALCONYW.I.C.W.I.C.LINEN5SCLOSETCLOSET5SA3.255a5b020203030601041405040715A1A23A13A13A13A13A13A13A13A13C43A33C43A13A13A13B13B13A13A13A13C43C43B13A12B12B1GUARDRAIL; REF. ELEVATIONS49' - 11"24' - 11 3/4"4' - 1 1/2"3' - 11 1/2"16' - 10 1/4"8' - 7 3/8"4' - 7 1/4"29' - 0 7/8"28' - 1 3/8"13' - 3"14' - 10 3/8"23' - 6 1/2"4' - 6 7/8"28' - 1 3/8"49' - 11"3' - 3 1/4"8' - 1"5' - 6"28' - 6 7/8"6"6"10' - 8 7/8"6"11' - 3 5/8"6"3"11' - 5 3/8"2' - 11 5/8"3' - 3"2' - 1 5/8"2' - 3 7/8"1' - 4 1/8"2' - 8"7' - 5 3/8"6"6' - 6"6"8' - 4"3"19' - 9 5/8"2' - 8 1/8"1' - 10 5/8"4' - 3 5/8"1' - 10"3' - 1"6"4' - 0"6"3' - 7 5/8"7' - 2 3/8"3"3"19' - 6"6"3' - 2"8' - 7"1' - 10"6"4' - 8"1' - 10"6"1' - 1 5/8"1' - 6 1/2"11' - 3 5/8"6"1' - 10"3' - 3 3/8"5' - 7 1/2"2' - 11 5/8"2' - 2"3' - 11 5/8"3' - 7 7/8"5 3/4"1' - 3 1/4"1' - 8"6"4' - 1"4' - 0 3/8"6"2' - 2 1/2"6"11 3/8"3' - 8"3' - 7 5/8"6"1' - 6 1/4"1' - 5"XXFLOORINGTRANSITION TAGCO= CASED OPENINGT= TEMPERED GLASS PERIBC 2406CPT= CARPETCT= CERAMIC TILEW= WASHING MACHINED= CLOTHES DRYERW/D= COMBO WASHER &DRYERKS= KNEE SPACETB= TOWER BAR AT 46" A.F.F.TR= TOWEL RINGTP= TOILET PAPER HOLDERM.B.= MEDICINE CABINETVNL= VINYL WOOD PLANKWS= WORKSPACEWC= WATER CLOSETLAV= LAVETORYRH= ROBE HOOKGB= GRAB BARDW= DISHWASHERAHU= AIR HANDLING UNITP= PANTRYWH= WATER HEATERSR= SHOWER RODSH= SHOWER HEAD2R2S= 2 RODS / 2 SHELVES1R1S= 1 ROD / 1 SHELF#S= # OF SHELVESREF= REFRIGERATORABBREVIATIONS:4321A3.XXXAX.XXCALLOUT TAGSYMBOL LEGEND - UNIT PLANSGENERAL UNIT NOTES30" x 48" CLEAR FLOORSPACE W/ 2"TOLERANCE AREAINTERIOR ELEVATIONSYMBOLWINDOW TAGSYMBOLDOOR TAGSYMBOLDETAIL SECTIONTAGBULKHEAD:1'-4" TYPICAL, U.N.O.REF. M.E.P.VINYL PLANK,REF. SPECIFICATIONS1.REFER TO MEP DWGS FOR LOCATION OF SMOKE, CO & FIRE DETECTORS.2.REFER TO SHEET A1.02 FOR ABBREVIATIONS AND GENERAL PROJECT NOTES.3.REFER TO SHEET A1.02 FOR TYPICAL INTERIOR ELEVATION PROFILES & NOTES.4.REFER TO SHEET A1.05 FOR TYPICAL WALL ASSEMBLIES.5.REFER TO SHEET A2.01-A2.01b FOR DOOR SCHEDULE & DETAILS.6.ALL INTERIOR DOORS SHALL ALLOW 3/4" AIRFLOW FOR RETURN AIR AT BOTTOM OF DOOR.7.REFER TO SHEET A2.02-A2.02b FOR WINDOW, STOREFRONT & WINDOW WALL SCHEDULES& DETAILS.8.ALL EXTERIOR WINDOWS SHALL MEET ALL FEDERAL, STATE AND ANY LOCAL GLAZINGSTANDARDS AND SLIDING GLASS DOORS SHALL HAVE PIN LOCKS OR CHARLEY BARS.9.NOT USED.10.REFER TO BUILDING PLANS FOR WALL TYPES.11.NOT USED.12.NOT USED.13.PROVIDE MOISTURE RESISTANT GYPSUM DRYWALL IN ALL UNIT BATHROOM WALLS ANDCEMENT BACKER BOARD BEHIND CERAMIC TILE AT SHOWER AND BATHS.14.PROVIDE SOUND BATTS IN ALL CORRIDOR AND TENANT SEPARATION WALLS.15.PROVIDE SOUND INSULATION IN WALLS AROUND ALL LAUNDRY ROOMS, PLUMBING, ANDALL HVAC CLOSETS.16.REFER TO STRUCTURAL DRAWINGS FOR SHEARWALL AND BEARING WALL LOCATIONS17.VERTICAL MECHANICAL CHASES WITHIN UNITS ARE TO BE FIRE STOPPED PER LOCALREQUIREMENTS.18.ALL DIMENSIONS ARE TO FACE OF STUD OR CENTER LINE OF OPENING. U.N.O.19.ALL ANGLES ARE 45° TO HORIZONTAL & VERTICAL DIRECTIONS, U.N.O. TYP. AT ALL UNITS.20.ALL DIMENSIONS AND NOTES STATING "CLEAR" IS FROM FACE OF FINISH.21.ALL DOORS ARE 4" FROM THE ADJACENT WALL, U.N.O.22.REFER TO A1.03 FOR ALL INTERIOR FAIR HOUSING ACT AND OTHER ACCESSIBILITYREQUIREMENTS.23.ALL TOWEL BARS ARE TO BE MOUNTED AT 45" A.F.F. AND TOILET PAPER DISPENSERS AT18" A.F.F. UNLESS NOTED OTHERWISE.24.INTERIOR ELEVATIONS ARE FOR SCHEMATIC CABINET LAYOUT ONLY. CONTRACTOR TOVERIFY ALL DIMENSIONS. PROVIDE FILLERS AS REQUIRED, FILLERS ARE NOT TO EXCEED3". REFER TO CABINET SHOP DRAWINGS.25.VANITY MIRRORS TO BE MOUNTED WITH THE BOTTOM OF THE REFLECTING SURFACE NOMORE THAN 40" A.F.F. IN ANSI BATHROOMS.26.PROVIDE MINIMUM RATED 2A:10B:C FIRE EXTINGUISHER IN EACH KITCHEN UNDER THESINK.27.VERIFY ALL TUB OR SHOWER WALL LENGTHS AND DIMENSIONS WITH ACTUAL TUB ORSHOWER PROVIDED. CONTRACTOR TO COORDINATE FRAMING, TUB OR SHOWERMANUFACTURER, AND DETAILS.28.PROVIDE SOLID BLOCKING IN WALLS FOR FUTURE INSTALLATION OF GRAB BARS ASSHOWN ON A1.03, OR ALTERNATIVE MEANS OF REINFORCING THE CAVITY BETWEEN THEFIBERGLASS TUB AND THE WALL.29.SEE ARCHITECTURAL ELEVATION, MEP AND STRUCTURAL DRAWINGS FOR EXTERIORFEATURES THAT MAY REQUIRE BLOCKING OR OTHER CONSIDERATIONS SPECIFIC TO THEUNIT LOCATION IN THE BUILDING, SUCH AS ATTACHED SIGNAGE, LIGHTING, AWNINGS,CANOPIES, TRELLISES, SHUTTERS, FIXTURES, BUILDOUTS, CORNICES, RAILINGS,LANDSCAPE FEATURES AND ADJACENT ATTACHED STRUCTURES.30.PROVIDE A HIGH OUTLET COVER SO THAT TV IN LIVING ROOM CAN BE MOUNTED AT 46"A.F.F. TO THE CENTER OF TV. REFER TO MEP AND TELECOM. PROVIDE BLOCKING FORT.V. MOUNTING.31.ALL EXTERIOR SLABS TO SLOPE DOWN 1/8" TO EDGE OF SLAB. LIGHT BROOM FINISH ATSLOPED SURFACES. VERIFY WITH STRUCTURUL DRAWINGS.32.REFER TO INTERIOR DESIGNER FINISH SCHEDULE FOR FINISHES, FOR ADDITIONAL ROOMFINISH NOTES AND SPECIFICATIONS.33.REFER TO INTERIOR DESIGNER DRAWINGS FOR EXACT MOLDING LOCATIONS, SIZES ANDFINISHES.34.NOT USED.35.NOT USED.36.ALTHOUGH SYMBOLS HAVE BEEN REMOVED FOR CLARITY, FLOOR FINISHES EXTENDUNDER SHELVING, WASHER/DRYER, AND REFRIGERATOR. FLOOR FINISHES EXTENDUNDER ALL RAISED COUNTERS, AND DESK AND CABINETS INDICATED WITH "REMOVABLEFRONTS".1/AX.XXSIMINT. PARTITION W/INSULATIONCLEAR FLOOR SPACEPLAN CALLOUT TAGA101142" MIN. CLR.42" MIN. CLR.24" MIN. CLR.18" CLR.18" MIN. CLR.15" MIN. CLR.4"2' - 4"3' - 10"10"BLOCKING FORGRAB BARSWORK SPACEWORK SPACERANGEHOODMICRO.24" MIN. CLR.3' - 0"1' - 6"3' - 0"1' - 2"8' - 8"REF.PANTRY1' - 2"3' - 0"1' - 6"3' - 0"8' - 8"WORKSPACE3' - 0"SINK W/ DISP.DW42" MIN. CLR.1' - 2"7' - 6"8' - 8"ADJUSTABLESHOWER HEAD1' - 8"7' - 0"8' - 8"WASHERDRYERTP1' - 7"LIGHTING FIXTURE2' - 10"3' - 8"6"6"1' - 2"8' - 8"60" x 40"FRAMELESS MIRROR18" MIN. CLR.18" CLR.15" MIN. CLR.ACCESSIBLE WCLAVSHROLL-IN SHOWER 60" x 30"GRAB BARS. REF.10/1.03a FORREINFORCING LOCATIONS.REMOVABLE BASE CABINETS. INSULATEPIPES, PROVIDE FINISHED PANELS.CONTINUE FLOOR FINISH UNDER CABINETS.TP48" x 40"FRAMELESSMIRRORTP15" MIN. CLR.18" CLR.15" MIN. CLR.2' - 10"3' - 8"6"1' - 8"8' - 8"STAND.30" TUB1' - 3"LIGHTING FIXTURELAVSHWC1' - 3"4' - 11 1/4"2' - 5 3/4"8' - 8"STAND. 30" TUBSHLEVEL 2-6KEY PLAN - UNIT B5LEVEL 7LEVEL 8ISSUE FOR PRICING / BIDDING:DRAWN BY:AOR:The architectural works depictedherein are the sole property ofHumphreys & Partners UrbanArchitecture, L.P. and may not beconstructed or used without its expresswritten permission. No permission tomodify or reproduce any of thearchitectural works, including withoutlimitation the e construction of anybuilding, is expressed or should beimplied from delivery of preliminarydrawings or unsealed constructiondrawings. Permission to construct thebuilding depicted in sealedconstruction drawings is expresslyconditioned on the full and timelypayment of all fees otherwise dueHumphreys & Partners Architects, L.P.and, in the absence of any writtenagreement to the contrary, is limited toa one-time use One he site indicatedon these plans.HUMPHREYS & PARTNERSURBAN ARCHITECTURE, L.P.5339 ALPHA ROAD * SUITE 300* DALLAS, TX 75240T: (972) 701-9636 F: (972) 701-9639DALLAS * NEWPORT BEACH * NEW ORLEANS *ORLANDO * CHENNAI * MONTEVIDEOCopyright 2017 - Humphreys & Partners Urban Architecture, L.P.All Rights ReservedISSUE FOR PERMIT APPLICATION:ISSUE FOR CONSTRUCTION:DESIGNED BY:PLOT DATEwww.humphreys.comSHEET CONTENTSSHEET NUMBERSCALE---As indicatedA3.25UNIT B5 - PLANS& ELEVATIONSNEWMAN DEVELOPMENT GROUPCITY CENTREBH16077PERMIT ISSUE (07/10/2017)SBMCITHACA, NY07/10/201707/10/20173KITCHEN - INTERIOR ELEVATIONS1/4" = 1'-0"4MASTER BATH - INTERIOR ELEVATIONS1/4" = 1'-0"6LAUNDRY - INTERIOR ELEVATION1/4" = 1'-0" 1/4" = 1'-0"2UNIT B5 - REFERENCE PLAN 1/4" = 1'-0"1UNIT B5 - DIMENSION PLAN 1/2" = 1'-0"7UNIT B5 - KITCHEN - C.F.S. PLAN 1/2" = 1'-0"8UNIT B5 - MASTER BATH - C.F.S. PLAN 1/2" = 1'-0"9UNIT B5 - LAUNDRY - C.F.S. PLAN3a3b3c4c6a4a4b5BATH 2 - INTERIOR ELEVATIONS1/4" = 1'-0"5a5bREVISION SCHEDULENO: DATE: DESCRIPTION: C.F.S.CPTVNLSTACKEDW/DWC1S1R2S2R1S1R1S1R2S2RLAVWC(ANSI)60"x30"ROLL-INSHOWERS.H.LINEN5SLAVTPREF.RANGEW/MICRO.HOODPAN.5S30"STAND.TUBSINKW/DISP.DW30"STAND.TUBREF.30"X48" CLEAR FLOORSPACE AT APPLIANCERANGEW/MICRO.HOOD30"X48" CLEAR FLOORSPACE AT RANGE;PARALLEL APPROACHPAN.5SSINKW/DISP.DW30"X48" CLEAR FLOORSPACE AT DW;PARALLEL APPROACH30"X48" CLEAR FLOORSPACE AT SINK;PARALLEL APPROACHLAVWC(ANSI)60"X66" CLEAR FLOORSPACE AT WC60"x30"ROLL-INSHOWERS.H.30"X60" CLEAR FLOORSPACE AT SHOWER;GLASS & DOORREMOVABLE FOR ANSILINEN5S30"X48" CLEAR FLOORSPACE AT FIXTURESTACKEDW/D30"X48" CLEAR FLOORSPACE AT W/D;PARALLEL APPROACHXXFLOORINGTRANSITION TAGCO= CASED OPENINGT= TEMPERED GLASS PERIBC 2406CPT= CARPETCT= CERAMIC TILEW= WASHING MACHINED= CLOTHES DRYERW/D= COMBO WASHER &DRYERKS= KNEE SPACETB= TOWER BAR AT 46" A.F.F.TR= TOWEL RINGTP= TOILET PAPER HOLDERM.B.= MEDICINE CABINETVNL= VINYL WOOD PLANKWS= WORKSPACEWC= WATER CLOSETLAV= LAVETORYRH= ROBE HOOKGB= GRAB BARDW= DISHWASHERAHU= AIR HANDLING UNITP= PANTRYWH= WATER HEATERSR= SHOWER RODSH= SHOWER HEAD2R2S= 2 RODS / 2 SHELVES1R1S= 1 ROD / 1 SHELF#S= # OF SHELVESREF= REFRIGERATORABBREVIATIONS:4321A3.XXXAX.XXCALLOUT TAGSYMBOL LEGEND - UNIT PLANSGENERAL UNIT NOTES30" x 48" CLEAR FLOORSPACE W/ 2"TOLERANCE AREAINTERIOR ELEVATIONSYMBOLWINDOW TAGSYMBOLDOOR TAGSYMBOLDETAIL SECTIONTAGBULKHEAD:1'-4" TYPICAL, U.N.O.REF. M.E.P.VINYL PLANK,REF. SPECIFICATIONS1.REFER TO MEP DWGS FOR LOCATION OF SMOKE, CO & FIRE DETECTORS.2.REFER TO SHEET A1.02 FOR ABBREVIATIONS AND GENERAL PROJECT NOTES.3.REFER TO SHEET A1.02 FOR TYPICAL INTERIOR ELEVATION PROFILES & NOTES.4.REFER TO SHEET A1.05 FOR TYPICAL WALL ASSEMBLIES.5.REFER TO SHEET A2.01-A2.01b FOR DOOR SCHEDULE & DETAILS.6.ALL INTERIOR DOORS SHALL ALLOW 3/4" AIRFLOW FOR RETURN AIR AT BOTTOM OF DOOR.7.REFER TO SHEET A2.02-A2.02b FOR WINDOW, STOREFRONT & WINDOW WALL SCHEDULES& DETAILS.8.ALL EXTERIOR WINDOWS SHALL MEET ALL FEDERAL, STATE AND ANY LOCAL GLAZINGSTANDARDS AND SLIDING GLASS DOORS SHALL HAVE PIN LOCKS OR CHARLEY BARS.9.NOT USED.10.REFER TO BUILDING PLANS FOR WALL TYPES.11.NOT USED.12.NOT USED.13.PROVIDE MOISTURE RESISTANT GYPSUM DRYWALL IN ALL UNIT BATHROOM WALLS ANDCEMENT BACKER BOARD BEHIND CERAMIC TILE AT SHOWER AND BATHS.14.PROVIDE SOUND BATTS IN ALL CORRIDOR AND TENANT SEPARATION WALLS.15.PROVIDE SOUND INSULATION IN WALLS AROUND ALL LAUNDRY ROOMS, PLUMBING, ANDALL HVAC CLOSETS.16.REFER TO STRUCTURAL DRAWINGS FOR SHEARWALL AND BEARING WALL LOCATIONS17.VERTICAL MECHANICAL CHASES WITHIN UNITS ARE TO BE FIRE STOPPED PER LOCALREQUIREMENTS.18.ALL DIMENSIONS ARE TO FACE OF STUD OR CENTER LINE OF OPENING. U.N.O.19.ALL ANGLES ARE 45° TO HORIZONTAL & VERTICAL DIRECTIONS, U.N.O. TYP. AT ALL UNITS.20.ALL DIMENSIONS AND NOTES STATING "CLEAR" IS FROM FACE OF FINISH.21.ALL DOORS ARE 4" FROM THE ADJACENT WALL, U.N.O.22.REFER TO A1.03 FOR ALL INTERIOR FAIR HOUSING ACT AND OTHER ACCESSIBILITYREQUIREMENTS.23.ALL TOWEL BARS ARE TO BE MOUNTED AT 45" A.F.F. AND TOILET PAPER DISPENSERS AT18" A.F.F. UNLESS NOTED OTHERWISE.24.INTERIOR ELEVATIONS ARE FOR SCHEMATIC CABINET LAYOUT ONLY. CONTRACTOR TOVERIFY ALL DIMENSIONS. PROVIDE FILLERS AS REQUIRED, FILLERS ARE NOT TO EXCEED3". REFER TO CABINET SHOP DRAWINGS.25.VANITY MIRRORS TO BE MOUNTED WITH THE BOTTOM OF THE REFLECTING SURFACE NOMORE THAN 40" A.F.F. IN ANSI BATHROOMS.26.PROVIDE MINIMUM RATED 2A:10B:C FIRE EXTINGUISHER IN EACH KITCHEN UNDER THESINK.27.VERIFY ALL TUB OR SHOWER WALL LENGTHS AND DIMENSIONS WITH ACTUAL TUB ORSHOWER PROVIDED. CONTRACTOR TO COORDINATE FRAMING, TUB OR SHOWERMANUFACTURER, AND DETAILS.28.PROVIDE SOLID BLOCKING IN WALLS FOR FUTURE INSTALLATION OF GRAB BARS ASSHOWN ON A1.03, OR ALTERNATIVE MEANS OF REINFORCING THE CAVITY BETWEEN THEFIBERGLASS TUB AND THE WALL.29.SEE ARCHITECTURAL ELEVATION, MEP AND STRUCTURAL DRAWINGS FOR EXTERIORFEATURES THAT MAY REQUIRE BLOCKING OR OTHER CONSIDERATIONS SPECIFIC TO THEUNIT LOCATION IN THE BUILDING, SUCH AS ATTACHED SIGNAGE, LIGHTING, AWNINGS,CANOPIES, TRELLISES, SHUTTERS, FIXTURES, BUILDOUTS, CORNICES, RAILINGS,LANDSCAPE FEATURES AND ADJACENT ATTACHED STRUCTURES.30.PROVIDE A HIGH OUTLET COVER SO THAT TV IN LIVING ROOM CAN BE MOUNTED AT 46"A.F.F. TO THE CENTER OF TV. REFER TO MEP AND TELECOM. PROVIDE BLOCKING FORT.V. MOUNTING.31.ALL EXTERIOR SLABS TO SLOPE DOWN 1/8" TO EDGE OF SLAB. LIGHT BROOM FINISH ATSLOPED SURFACES. VERIFY WITH STRUCTURUL DRAWINGS.32.REFER TO INTERIOR DESIGNER FINISH SCHEDULE FOR FINISHES, FOR ADDITIONAL ROOMFINISH NOTES AND SPECIFICATIONS.33.REFER TO INTERIOR DESIGNER DRAWINGS FOR EXACT MOLDING LOCATIONS, SIZES ANDFINISHES.34.NOT USED.35.NOT USED.36.ALTHOUGH SYMBOLS HAVE BEEN REMOVED FOR CLARITY, FLOOR FINISHES EXTENDUNDER SHELVING, WASHER/DRYER, AND REFRIGERATOR. FLOOR FINISHES EXTENDUNDER ALL RAISED COUNTERS, AND DESK AND CABINETS INDICATED WITH "REMOVABLEFRONTS".1/AX.XXSIMINT. PARTITION W/INSULATIONCLEAR FLOOR SPACEPLAN CALLOUT TAGA1011A3.267A3.269A3.268A3.263aA3.266aA3.264a4b4c3b3cLIVING / DININGKITCHENBEDROOM 2M. BATHM. BEDROOMBATH 2BALCONYW.I.C.W.I.C.5SLINEN5SCLOSETCLOSETA3.265a5b020114050407060302031504A1A23A13A13A13A13A13A13A33A13A13A13A13A33A13A13A13B13B13A13A13A13A12B12B12K32K32K3GUARDRAIL; REF. ELEVATIONS51' - 8 1/2"28' - 1 3/8"51' - 8 1/2"28' - 1 3/8"4' - 7 1/4"29' - 1 1/4"8' - 7 3/8"25' - 0 1/8"4' - 1 1/2"3' - 11 1/2"18' - 7 3/8"14' - 10 1/2"13' - 2 7/8"23' - 6 1/2"4' - 6 7/8"4' - 1 3/8"9' - 0"5' - 6"0"4' - 1"4' - 0 3/8"6"28' - 7 1/4"6"6"2' - 2 1/2"3"11' - 5 3/8"2' - 11 5/8"3' - 3"2' - 1 5/8"2' - 5 7/8"3' - 10 7/8"7' - 9 1/8"6"5' - 4 3/8"2' - 11 1/8"8' - 5 1/2"3"19' - 6"6"3' - 5 5/8"8' - 7 7/8"1' - 10"6"3' - 2 7/8"2' - 1 1/2"2' - 11 1/8"1' - 0 3/4"1' - 8"5' - 8 3/4"19' - 9 5/8"2' - 8 1/8"1' - 10 5/8"4' - 3 5/8"1' - 10"3' - 5 1/2"6"4' - 6"6"4' - 4 1/4"7' - 4 3/4"6"1' - 0"6"1' - 3 1/4"6"3' - 7 5/8"4' - 1 5/8"2' - 2"2' - 10 5/8"6"5' - 7 1/2"5' - 1 3/8"6"11' - 3 5/8"6"10' - 8 7/8"6"11' - 3 5/8"6"11 3/8"3' - 10"3' - 7 5/8"6"1' - 5 1/4"1' - 4"42" MIN. CLR.42" MIN. CLR.24" MIN. CLR.4' - 0"2' - 4"18" MIN. CLR.18" CLR.3' - 10"10"BLOCKING FORGRAB BARS3' - 0"1' - 6"3' - 0"1' - 2"8' - 8"WORK SPACEHOODMICRO.RANGEREF.PANTRY1' - 2"3' - 0"1' - 6"3' - 0"8' - 8"WORKSPACE3' - 0"SINK W/ DISP.1' - 2"3' - 0"1' - 6"3' - 0"8' - 8"42" MIN. CLR.DW72" x 40"FRAMELESS MIRROR1' - 7"ACCESSIBLE WC2' - 10"3' - 8"6"1' - 8"8' - 8"LAV18" MIN. CLR.18" CLR.15" MIN. CLR.LIGHTING FIXTUREREMOVABLE BASE CABINETS. INSULATEPIPES, PROVIDE FINISHED PANELS.CONTINUE FLOOR FINISH UNDER CABINETS.TPGRAB BARS. REF.10/1.03a FORREINFORCING LOCATIONROLL-IN SHOWER60" x 30"2' - 10"5' - 10"TPSH7' - 0"1' - 8"SHADJUSTABLESHOWER HEADROLL-IN SHOWER60" x 30"TPGRAB BARS.REF.10/1.03a FORREINFORCINGLOCATION.7' - 1"1' - 7"8' - 8"WASHERDRYERLIGHTING FIXTURE48" x 40"FRAMELESSMIRROR2' - 10"3' - 8"6"1' - 8"8' - 8"LAVTPWC18" CLR.15" MIN. CLR.15" MIN. CLR.STAND.30" TUB1' - 3"SHSTAND. 30" TUBSH1' - 3"4' - 11 1/4"2' - 5 3/4"8' - 8"LEVEL 2-6KEY PLAN - UNIT B6LEVEL 7LEVEL 8ISSUE FOR PRICING / BIDDING:DRAWN BY:AOR:The architectural works depictedherein are the sole property ofHumphreys & Partners UrbanArchitecture, L.P. and may not beconstructed or used without its expresswritten permission. No permission tomodify or reproduce any of thearchitectural works, including withoutlimitation the e construction of anybuilding, is expressed or should beimplied from delivery of preliminarydrawings or unsealed constructiondrawings. Permission to construct thebuilding depicted in sealedconstruction drawings is expresslyconditioned on the full and timelypayment of all fees otherwise dueHumphreys & Partners Architects, L.P.and, in the absence of any writtenagreement to the contrary, is limited toa one-time use One he site indicatedon these plans.HUMPHREYS & PARTNERSURBAN ARCHITECTURE, L.P.5339 ALPHA ROAD * SUITE 300* DALLAS, TX 75240T: (972) 701-9636 F: (972) 701-9639DALLAS * NEWPORT BEACH * NEW ORLEANS *ORLANDO * CHENNAI * MONTEVIDEOCopyright 2017 - Humphreys & Partners Urban Architecture, L.P.All Rights ReservedISSUE FOR PERMIT APPLICATION:ISSUE FOR CONSTRUCTION:DESIGNED BY:PLOT DATEwww.humphreys.comSHEET CONTENTSSHEET NUMBERSCALE---As indicatedA3.26UNIT B6 - PLANS& ELEVATIONSNEWMAN DEVELOPMENT GROUPCITY CENTREBH16077PERMIT ISSUE (07/10/2017)SBMCITHACA, NY07/10/201707/10/20173KITCHEN - INTERIOR ELEVATIONS1/4" = 1'-0"4MASTER BATH - INTERIOR ELEVATIONS1/4" = 1'-0"6LAUNDRY - INTERIOR ELEVATION1/4" = 1'-0" 1/4" = 1'-0"2UNIT B6 - REFERENCE PLAN 1/4" = 1'-0"1UNIT B6 - DIMENSION PLAN 1/2" = 1'-0"7UNIT B6 - KITCHEN - C.F.S. PLAN 1/2" = 1'-0"8UNIT B6 - MASTER BATH - C.F.S. PLAN 1/2" = 1'-0"9UNIT B6 - LAUNDRY - C.F.S. PLAN3a3b3c4a4b4c6a5BATH 2 - INTERIOR ELEVATIONS1/4" = 1'-0"5a5bREVISION SCHEDULENO: DATE: DESCRIPTION: C.F.S.CPTVNLLAVWC(ANSI)60"x30"ROLL-INSHOWERS.H.REF.RANGEW/MICRO.HOODSINKW/DISP.DWPAN.5S1S1RWCLAVLINEN5SSTACKEDW/D1S1R1 S 1 R 2S2R1S1R2S2R2S2R30"STAND.TUB30"STAND.TUBREF.30"X48" CLEAR FLOORSPACE AT APPLIANCERANGEW/MICRO.HOOD30"X48" CLEAR FLOORSPACE AT RANGE;PARALLEL APPROACHSINKW/DISP.DW30"X48" CLEAR FLOORSPACE AT DW;PARALLEL APPROACHPAN.5S30"X48" CLEAR FLOORSPACE AT SINK;PARALLEL APPROACHSTACKEDW/D30"X48" CLEAR FLOORSPACE AT W/D;PARALLEL APPROACHLAVWC(ANSI)60"x30"ROLL-INSHOWERS.H.30"X60" CLEAR FLOORSPACE AT SHOWER;GLASS & DOORREMOVABLE FOR ANSI60"X56" CLEAR FLOORSPACE AT WC30"X48" CLEAR FLOORSPACE AT LAV.;FRONT APPROACHXXFLOORINGTRANSITION TAGCO= CASED OPENINGT= TEMPERED GLASS PERIBC 2406CPT= CARPETCT= CERAMIC TILEW= WASHING MACHINED= CLOTHES DRYERW/D= COMBO WASHER &DRYERKS= KNEE SPACETB= TOWER BAR AT 46" A.F.F.TR= TOWEL RINGTP= TOILET PAPER HOLDERM.B.= MEDICINE CABINETVNL= VINYL WOOD PLANKWS= WORKSPACEWC= WATER CLOSETLAV= LAVETORYRH= ROBE HOOKGB= GRAB BARDW= DISHWASHERAHU= AIR HANDLING UNITP= PANTRYWH= WATER HEATERSR= SHOWER RODSH= SHOWER HEAD2R2S= 2 RODS / 2 SHELVES1R1S= 1 ROD / 1 SHELF#S= # OF SHELVESREF= REFRIGERATORABBREVIATIONS:4321A3.XXXAX.XXCALLOUT TAGSYMBOL LEGEND - UNIT PLANSGENERAL UNIT NOTES30" x 48" CLEAR FLOORSPACE W/ 2"TOLERANCE AREAINTERIOR ELEVATIONSYMBOLWINDOW TAGSYMBOLDOOR TAGSYMBOLDETAIL SECTIONTAGBULKHEAD:1'-4" TYPICAL, U.N.O.REF. M.E.P.VINYL PLANK,REF. SPECIFICATIONS1.REFER TO MEP DWGS FOR LOCATION OF SMOKE, CO & FIRE DETECTORS.2.REFER TO SHEET A1.02 FOR ABBREVIATIONS AND GENERAL PROJECT NOTES.3.REFER TO SHEET A1.02 FOR TYPICAL INTERIOR ELEVATION PROFILES & NOTES.4.REFER TO SHEET A1.05 FOR TYPICAL WALL ASSEMBLIES.5.REFER TO SHEET A2.01-A2.01b FOR DOOR SCHEDULE & DETAILS.6.ALL INTERIOR DOORS SHALL ALLOW 3/4" AIRFLOW FOR RETURN AIR AT BOTTOM OF DOOR.7.REFER TO SHEET A2.02-A2.02b FOR WINDOW, STOREFRONT & WINDOW WALL SCHEDULES& DETAILS.8.ALL EXTERIOR WINDOWS SHALL MEET ALL FEDERAL, STATE AND ANY LOCAL GLAZINGSTANDARDS AND SLIDING GLASS DOORS SHALL HAVE PIN LOCKS OR CHARLEY BARS.9.NOT USED.10.REFER TO BUILDING PLANS FOR WALL TYPES.11.NOT USED.12.NOT USED.13.PROVIDE MOISTURE RESISTANT GYPSUM DRYWALL IN ALL UNIT BATHROOM WALLS ANDCEMENT BACKER BOARD BEHIND CERAMIC TILE AT SHOWER AND BATHS.14.PROVIDE SOUND BATTS IN ALL CORRIDOR AND TENANT SEPARATION WALLS.15.PROVIDE SOUND INSULATION IN WALLS AROUND ALL LAUNDRY ROOMS, PLUMBING, ANDALL HVAC CLOSETS.16.REFER TO STRUCTURAL DRAWINGS FOR SHEARWALL AND BEARING WALL LOCATIONS17.VERTICAL MECHANICAL CHASES WITHIN UNITS ARE TO BE FIRE STOPPED PER LOCALREQUIREMENTS.18.ALL DIMENSIONS ARE TO FACE OF STUD OR CENTER LINE OF OPENING. U.N.O.19.ALL ANGLES ARE 45° TO HORIZONTAL & VERTICAL DIRECTIONS, U.N.O. TYP. AT ALL UNITS.20.ALL DIMENSIONS AND NOTES STATING "CLEAR" IS FROM FACE OF FINISH.21.ALL DOORS ARE 4" FROM THE ADJACENT WALL, U.N.O.22.REFER TO A1.03 FOR ALL INTERIOR FAIR HOUSING ACT AND OTHER ACCESSIBILITYREQUIREMENTS.23.ALL TOWEL BARS ARE TO BE MOUNTED AT 45" A.F.F. AND TOILET PAPER DISPENSERS AT18" A.F.F. UNLESS NOTED OTHERWISE.24.INTERIOR ELEVATIONS ARE FOR SCHEMATIC CABINET LAYOUT ONLY. CONTRACTOR TOVERIFY ALL DIMENSIONS. PROVIDE FILLERS AS REQUIRED, FILLERS ARE NOT TO EXCEED3". REFER TO CABINET SHOP DRAWINGS.25.VANITY MIRRORS TO BE MOUNTED WITH THE BOTTOM OF THE REFLECTING SURFACE NOMORE THAN 40" A.F.F. IN ANSI BATHROOMS.26.PROVIDE MINIMUM RATED 2A:10B:C FIRE EXTINGUISHER IN EACH KITCHEN UNDER THESINK.27.VERIFY ALL TUB OR SHOWER WALL LENGTHS AND DIMENSIONS WITH ACTUAL TUB ORSHOWER PROVIDED. CONTRACTOR TO COORDINATE FRAMING, TUB OR SHOWERMANUFACTURER, AND DETAILS.28.PROVIDE SOLID BLOCKING IN WALLS FOR FUTURE INSTALLATION OF GRAB BARS ASSHOWN ON A1.03, OR ALTERNATIVE MEANS OF REINFORCING THE CAVITY BETWEEN THEFIBERGLASS TUB AND THE WALL.29.SEE ARCHITECTURAL ELEVATION, MEP AND STRUCTURAL DRAWINGS FOR EXTERIORFEATURES THAT MAY REQUIRE BLOCKING OR OTHER CONSIDERATIONS SPECIFIC TO THEUNIT LOCATION IN THE BUILDING, SUCH AS ATTACHED SIGNAGE, LIGHTING, AWNINGS,CANOPIES, TRELLISES, SHUTTERS, FIXTURES, BUILDOUTS, CORNICES, RAILINGS,LANDSCAPE FEATURES AND ADJACENT ATTACHED STRUCTURES.30.PROVIDE A HIGH OUTLET COVER SO THAT TV IN LIVING ROOM CAN BE MOUNTED AT 46"A.F.F. TO THE CENTER OF TV. REFER TO MEP AND TELECOM. PROVIDE BLOCKING FORT.V. MOUNTING.31.ALL EXTERIOR SLABS TO SLOPE DOWN 1/8" TO EDGE OF SLAB. LIGHT BROOM FINISH ATSLOPED SURFACES. VERIFY WITH STRUCTURUL DRAWINGS.32.REFER TO INTERIOR DESIGNER FINISH SCHEDULE FOR FINISHES, FOR ADDITIONAL ROOMFINISH NOTES AND SPECIFICATIONS.33.REFER TO INTERIOR DESIGNER DRAWINGS FOR EXACT MOLDING LOCATIONS, SIZES ANDFINISHES.34.NOT USED.35.NOT USED.36.ALTHOUGH SYMBOLS HAVE BEEN REMOVED FOR CLARITY, FLOOR FINISHES EXTENDUNDER SHELVING, WASHER/DRYER, AND REFRIGERATOR. FLOOR FINISHES EXTENDUNDER ALL RAISED COUNTERS, AND DESK AND CABINETS INDICATED WITH "REMOVABLEFRONTS".1/AX.XXSIMINT. PARTITION W/INSULATIONCLEAR FLOOR SPACEPLAN CALLOUT TAGA1011A3.277A3.279A3.275a5bA3.276aA3.273a3b3cA3.278LIVINGKITCHENBEDROOM 2M. BEDROOMBATH 2DININGBALCONYM. BATHW.I.C.W.I.C.CLOSET5cA3.274a4b4c0102020206170212140804S23S23S23S233A13A13A13A13A13B13A13A13A13A13A13A13A13A13A13B13A33C43A13A13B13C43C23C23C2GUARDRAIL; REF. ELEVATIONS126.6°11' - 3 5/8"24' - 3 1/4"24' - 8"11' - 2 3/4"16' - 9"33' - 10 3/4"5' - 6"56' - 1 7/8"56' - 1 7/8"2' - 8 3/4"2' - 8 3/4"2' - 8 3/4"2' - 9 3/8"6' - 3 1/4"3"2' - 7 5/8"15.6°15.6°15.6°15.6°35' - 10 3/4"35' - 10 3/4"1' - 4 1/4"2' - 3 5/8"1' - 10"2' - 11 3/8"10 1/8"8' - 2 3/4"6"8' - 8 3/8"6"6' - 2 1/4"6"6"10' - 9 5/8"19' - 7 7/8"4' - 7 3/8"3"4' - 5 3/4"5' - 6 7/8"3' - 11 5/8"3' - 6 7/8"2' - 8 1/2"6"1' - 8 1/8"1' - 11 3/4"3' - 2"6"5' - 6 7/8"5' - 9 1/2"4' - 3 5/8"6"1' - 4"2' - 3 5/8"13' - 10 1/4"2' - 1 1/4"4' - 3 5/8"2' - 0"2' - 1 5/8"13' - 10 1/4"42" MIN. CLR.42" MIN. CLR.24" MIN. CLR.24" MIN. CLR.18" CLR.2' - 4"4"10"3' - 10"BLOCKING FORGRAB BARS15" MIN. CLR.15" MIN. CLR.REF.24" MIN. CLR.PANTRYWORK SPACEWORK SPACE3' - 0"1' - 6"3' - 0"1' - 2"8' - 8"MICRO.HOOD24" MIN. CLR.RANGE3' - 0"SINK W/ DISP.DW42" MIN. CLR.1' - 2"3' - 0"1' - 6"3' - 0"8' - 8"2' - 10"3' - 8"6"1' - 8"8' - 8"1' - 2"7' - 6"24" MIN. CLR.LIGHTINGFIXTURE60" x 40"FRAMELESSMIRRORSTAND. 30" TUB1' - 3"5' - 1 1/2"2' - 3 1/2"8' - 8"WASHERDRYER2' - 10"3' - 8"6"1' - 8"REMOVABLE BASE CABINETS. INSULATEPIPES, PROVIDE FINISHED PANELS.CONTINUE FLOOR FINISH UNDER CABINETS.LIGHTING FIXTURELAV48" x 40"FRAMELESSMIRROR24" MIN. CLR.ADJUSTABLESHOWER HEADROLL-INSHOWER 60" x 30"TP1' - 7"ACCESSIBLE WCGRAB BARS.REF.10/1.03a FORREINFORCINGLOCATION.8' - 8"ACCESSIBLE WCTPGRAB BARS.REF.10/1.03a FORREINFORCINGLOCATION.WCSTAN.30" TUB18" CLR.15" MIN. CLR.LEVEL 2-6KEY PLAN - UNIT B7LEVEL 7LEVEL 8ISSUE FOR PRICING / BIDDING:DRAWN BY:AOR:The architectural works depictedherein are the sole property ofHumphreys & Partners UrbanArchitecture, L.P. and may not beconstructed or used without its expresswritten permission. No permission tomodify or reproduce any of thearchitectural works, including withoutlimitation the e construction of anybuilding, is expressed or should beimplied from delivery of preliminarydrawings or unsealed constructiondrawings. Permission to construct thebuilding depicted in sealedconstruction drawings is expresslyconditioned on the full and timelypayment of all fees otherwise dueHumphreys & Partners Architects, L.P.and, in the absence of any writtenagreement to the contrary, is limited toa one-time use One he site indicatedon these plans.HUMPHREYS & PARTNERSURBAN ARCHITECTURE, L.P.5339 ALPHA ROAD * SUITE 300* DALLAS, TX 75240T: (972) 701-9636 F: (972) 701-9639DALLAS * NEWPORT BEACH * NEW ORLEANS *ORLANDO * CHENNAI * MONTEVIDEOCopyright 2017 - Humphreys & Partners Urban Architecture, L.P.All Rights ReservedISSUE FOR PERMIT APPLICATION:ISSUE FOR CONSTRUCTION:DESIGNED BY:PLOT DATEwww.humphreys.comSHEET CONTENTSSHEET NUMBERSCALE---As indicatedA3.27UNIT B7 - PLANS& ELEVATIONSNEWMAN DEVELOPMENT GROUPCITY CENTREBH16077PERMIT ISSUE (07/10/2017)SBMCITHACA, NY07/10/201707/10/20173KITCHEN - INTERIOR ELEVATIONS1/4" = 1'-0"5BATH 2- INTERIOR ELEVATIONS1/4" = 1'-0"6LAUNDRY - INT. ELEV.1/4" = 1'-0" 1/4" = 1'-0"2UNIT B7 - REFERENCE PLAN 1/4" = 1'-0"1UNIT B7 - DIMENSION PLAN 1/2" = 1'-0"7UNIT B7 - KITCHEN - C.F.S. PLAN 1/2" = 1'-0"9UNIT B7 - LAUNDRY - C.F.S. PLAN 1/2" = 1'-0"8UNIT B7 - MASTER BATH - C.F.S. PLAN3b3a3c5a5b6a4MASTER BATH - INTERIOR ELEVATIONS1/4" = 1'-0"4a4b4c5cREVISION SCHEDULENO: DATE: DESCRIPTION: UPUPFECFECFECFEC14A23B5678910EFGA.1B.1C.1D.1E.11.12.15.18.19.110.111.17.1K.15.6L.1G.1F.1H.1J.14'-6"-ELEV.1B105BICYCLE STOR.-STAIR 1B102MAIN TELECOMB101STOR.-STAIR 2B104RESID. TRASHTERM. ROOM-ELEV. 2P.1N.1S.1R.1Q.1M.1B107FIRE PUMP RM.90°18'-0"24'-0"18'-0 1/8"B100PARKINGA6.121A6.111A6.211A4.00a12A5.012A5.011A5.011A5.011A5.021A5.022A5.022A5.02A6.311B103RECYCLE5A5.233A5.023A5.02R A M P U P : 7 .5 6 %1A5.31CARD READER1A5.212A5.213A5.214A5.215A5.216A5.211A5.222A5.223A5.224A5.22RECYCLERECYCLEEXTRA BINEXTRA BINCOMPACTOR& BINEXTRA BINTRASH BINFD; REF.PLUMB.FD; REF.PLUMB.FD; REF.PLUMB.FD; REF.PLUMB.50 SPACES1'-0"2'-0"15'-0"24'-0"18'-0"3"9"6"3'-0"15'-0"24'-0"18'-0"3"9"6'-5"18'-0"24'-0"18'-0"3"9"20'-0"5'-10 1/2"11'-7 5/8"10'-0"6"1'-0"6"1'-5 1/2"18'-0"24'-0"15'-0"3'-2"24'-0"8"20'-5"18'-0"11'-2"13'-6 1/2"3'-0"1'-0"1'-0"9"9'-10"16'-6 1/2"4'-2 5/8"21'-8 7/8"17'-9"9"3'-8"B101B102SB1-1B107B105aB106B105B104B103SB1-2B104aB100aB100b4A5.23B106STORAGEELEC. CARCHARGINGSPACEELEC. CARCHARGINGSPACECAR CHARGING STATION;REF. ELEC.2F12F12F12D12D12F42F12F12F12D12D12D12D12F12F12F12F12F22F22F22D12D12D12D12D12D12D12D12D12D12D12F12D12D11K11K11K11K11K11K11K11K11K11K21K21K21K21K21K2WHEEL STOPHCHCPARKING COUNT: 70SUMPBELOWFLOOR62'-2 3/4"271'-3 1/8"49' - 6"3'-2"162'-11"ONE-WAY (WRONG WAY)SIGNAGE ABOVE(OVERALL - CONC. TO CONC.)AREA WELL2'-4"6"44'-0"6'-3 1/2"1K214'-3 3/8"20'-0"14'-10 1/8"1'-2"1'-3 3/8"4'-5 1/2"55'-8 1/4"28'-8"49'-1 3/8"4'-2"10'-3"64'-8"84'-4 1/4"8.5°1.5°35°35.5°1'-10 3/4"2'-1 1/2"17.5°2'-4"6"9"4'-8 3/4"12'-6 1/4"26'-0"17'-0"3'-10"(OVERALL - CONC. TO CONC.)2 8 .5 °3A5.232A5.236A5.221A5.233'-0"N/S: 0"E/W: 0"3'-4"3'-1"10'-10 5/8"4'-6"10'-11 7/8"10'-3 3/8"10'-4"9'-3"28'-8"28'-8"28'-8"29'-11"9"24'-11 1/8"7'-0 3/8"4'-1"21'-2 1/2"28'-8"28'-8"29'-5 1/2"19'-4 1/2"28'-2"27'-10"26'-7 3/4"22'-11 1/4"2'-3"28'-4"4"10'-0"19'-5 1/2"8'-1"10'-4"8'-2 3/4"6A5.23LEAVOUT IN MATSLAB BELOW;REF. STRUCT.5A5.314A5.316A5.311D31D31F2AREA WELLAREA WELLECEC2A1.022A1.02FD; REF.PLUMB.FD; REF.PLUMB.TRENCH DRAIN;REF. PLUMB.CANEDETEC. RAILCANE DETEC.RAIL1.PROVIDE A BROOM FINISH AT ALL SLOPED CONCRETE SURFACES. ALL FLAT CORRIDOR SURFACESTO BE TROWELED SMOOTH AND SEALED.2.ALL ACCESSIBLE ENTRANCES SHALL HAVE NO MORE THAN A 2% SLOPE FOR A DISTANCE OF 60"PERPENDICULAR TO THE DOOR.3.ALL EXTERIOR COMMON USE DOOR THRESHOLDS TO BE ACCESSIBLE. REF A2.01 FOR TYPICAL DOORTHRESHOLD FOR COMMON AREAS.4.NOTES, DIMENSIONS, AND TAGS ARE INCLUDED ON THE ENLARGED A4.00s PLANS. REFER TO A8.00SHEETS FOR AMENITIES; AND A6.00 SHEETS FOR STAIRS, ELEVATORS, AND TRASH ROOMS.5.FOR UNIT INTERIOR WALL TYPES REFER TO A300s UNIT SHEETS.6.METER, RISER, AND TELECOM ARE LOCATED ON THE BUILDING PLANS FOR REFERENCE ONLY. REFERTO CIVIL AND MEP PLANS FOR THE ACTUAL METER AND EQUIPMENT SIZE AND LOCATION.7.A MINIMUM RATED 1A:10B:C FIRE EXTINGUISHER TO BE PROVIDED IN EACH UNIT. FIREEXTINGUISHERS ARE TO BE LOCATED EVERY 75' IN CORRIDORS. MAXIMUM TRAVEL DISTANCE TOEXTINGUISHER.8.NOT USED9.CONTROL JOINTS SHOULD BE SPACED IN GYPSUM WALL BOARD TO LIMIT EXPANSES TO 30'MAXIMUM. CONTROL JOINTS ARE RECOMMENDED AT DOOR JAMBS, EXTENDING FROM DOOR HEADTO CEILING. CEILING GYPSUM BOARD CONTROL JOINTS SHOULD LIMIT THE CEILING AREA TO 2,500 SFMAX. AND 50' IN EITHER DIRECTION. CONTROL JOINTS SHOULD BE INSTALLED WHERE THERE IS ACHANGE IN DIRECTION IN CEILING FRAMING, FURRING OR SPACE CONTROL JOINTS AT THE CEILINGAND WALL PER THE MANUFACTURER'S RECOMMENDED INSTALLATION GUIDELINES. CEILING ANDWALL CONTROL JOINTS ARE TO ALIGN AT ALL INTERSECTIONS WHERE APPLICABLE TO FORM ACONTINUOUS CONTROL JOINT. ENSURE THAT CONTROL JOINTS ARE LOCATED AT STRUCTURALCONSTRUCTION JOINTS AND AT THE TOP AND BOTTOM OF ALL INTERIOR RAMPS.10.NOT USED11.REFER TO SHEET A4.09 FOR ROOF NOTES AND LEGENDSGENERAL BLDG NOTESSYMBOL LEGEND - FLOOR PLANSGRID LINE REF. TAGAX.XX1SIMDETAIL / ENLARGEDPLAN CALLOUT TAG01tWINDOW / STOREFRONTTAG; REF. A2.02101COMMON AREA DOORTAG; REF. A2.011AX.XXSIM1/ A101BUILDING SECTION TAGSIM1AX.XXWALL / DETAILSECTION TAGEXTERIORELEVATION TAGXXPARTITION WALL TAG;REF. A1.05SEMI-RECESSED FIREEXTINGUISHER (WOOD FRAMEWALLS), CABINETS MAX. 5'-0"A.F.F. TO TOP OF CABINET, MAX.75 FT. TRAVEL DISTANCE-LEADING EDGE MUST BEBELOW 27"FECFLOOR DRAINLOCATIONS; REF. MEPFOR SIZE AND DETAILSCAST-IN-PLACECONCRETE WALLFINISH FLOORELEVATION; REF. CIVILROOMROOM NAME TAGUNIT A#AX.XX0000UNIT TYPESHEET CALLOUTADDRESS NUMBER100'-0"DOOR MANEUVERINGCLEARANCE; REF. A1.03& A1.04CMU WALLPROPERTY LINE3 HR FIREWALL2 HR FIRE BARRIER1 HR FIRE BARRIER1 HR FIRE PARTITION ATCORRIDOR & UNITSEPERATIONSETBACK LINEEXTERIOR BRICK VENEER;7 5/8" LEDGECOLD-FORMED MTL FRAMED(CFMF) LOADBEARING WALLINSULATED WALLFDISSUE FOR PRICING / BIDDING:DRAWN BY:AOR:The architectural works depictedherein are the sole property ofHumphreys & Partners UrbanArchitecture, L.P. and may not beconstructed or used without its expresswritten permission. No permission tomodify or reproduce any of thearchitectural works, including withoutlimitation the e construction of anybuilding, is expressed or should beimplied from delivery of preliminarydrawings or unsealed constructiondrawings. Permission to construct thebuilding depicted in sealedconstruction drawings is expresslyconditioned on the full and timelypayment of all fees otherwise dueHumphreys & Partners Architects, L.P.and, in the absence of any writtenagreement to the contrary, is limited toa one-time use One he site indicatedon these plans.HUMPHREYS & PARTNERSURBAN ARCHITECTURE, L.P.5339 ALPHA ROAD * SUITE 300* DALLAS, TX 75240T: (972) 701-9636 F: (972) 701-9639DALLAS * NEWPORT BEACH * NEW ORLEANS *ORLANDO * CHENNAI * MONTEVIDEOCopyright 2017 - Humphreys & Partners Urban Architecture, L.P.All Rights ReservedISSUE FOR PERMIT APPLICATION:ISSUE FOR CONSTRUCTION:DESIGNED BY:PLOT DATEwww.humphreys.comSHEET CONTENTSSHEET NUMBERSCALE--- 1/8" = 1'-0"A4.00FLOOR PLAN -LEVEL B1NEWMAN DEVELOPMENT GROUPCITY CENTREBH16077PERMIT ISSUE (07/10/2017)SBMCITHACA, NY07/10/201707/10/2017 1/8" = 1'-0"1LEVEL B1 - BUILDING FLOOR PLANREVISION SCHEDULENO: DATE: DESCRIPTION: 435FG8.17.15.6L.1G.1N.1Q.1M.12/ A4.531A5.021A5.023A5.224A5.222A5.31ISSUE FOR PRICING / BIDDING:DRAWN BY:AOR:The architectural works depictedherein are the sole property ofHumphreys & Partners UrbanArchitecture, L.P. and may not beconstructed or used without its expresswritten permission. No permission tomodify or reproduce any of thearchitectural works, including withoutlimitation the e construction of anybuilding, is expressed or should beimplied from delivery of preliminarydrawings or unsealed constructiondrawings. Permission to construct thebuilding depicted in sealedconstruction drawings is expresslyconditioned on the full and timelypayment of all fees otherwise dueHumphreys & Partners Architects, L.P.and, in the absence of any writtenagreement to the contrary, is limited toa one-time use One he site indicatedon these plans.HUMPHREYS & PARTNERSURBAN ARCHITECTURE, L.P.5339 ALPHA ROAD * SUITE 300* DALLAS, TX 75240T: (972) 701-9636 F: (972) 701-9639DALLAS * NEWPORT BEACH * NEW ORLEANS *ORLANDO * CHENNAI * MONTEVIDEOCopyright 2017 - Humphreys & Partners Urban Architecture, L.P.All Rights ReservedISSUE FOR PERMIT APPLICATION:ISSUE FOR CONSTRUCTION:DESIGNED BY:PLOT DATEwww.humphreys.comSHEET CONTENTSSHEET NUMBERSCALE--- 1/4" = 1'-0"A4.00aENLARGEDPLAN - LEVELB1NEWMAN DEVELOPMENT GROUPCITY CENTREBH16077PERMIT ISSUE (07/10/2017)SBMCITHACA, NY07/10/201707/10/2017 1/4" = 1'-0"1LEVEL B1 - ENLARGED PLAN - BICYCLE STORAGEREVISION SCHEDULENO: DATE: DESCRIPTION: DNDNSTTTTTTRAPTTTTTTTTTTTTTTTTTTTUPFECF E CFECFEC 14A23B5678910EFGA.1B.1C.1D.1E.11.12.15.16.18.19.110.111.17.17.1K.15.61/ A4.55L.1H.9G.1F.1H.1J.130.75°30.75°11'-0"15'-0"90°90°90°R-104RETAIL 4R-103RETAIL 3R-102RETAIL 2R-101RETAIL 1116SERVICE CORR.111EGRESS CORR.ELEV.1-STAIR 1-STAIR 2ELEV.2117PORTAL1/ A4.522/ A4.541/ A4.541 / A 4 .5 6 1 / A 4 .5 31/ A4.51119WATER SERV.121aSWITCHGEAREQUIP.2/ A4.53A6.122A6.112A6.2122A5.012A5.011A5.011A5.011A5.021A5.022A5.022A5.02A6.312RAMP UP: 4.81%( 406.58' )( 420.35' )( 421.17' )( 419.00' )15.6°36.6°15.6°15.6°R = 49' - 0" (TO STUD)1'-5 1/2"7'-0 1/4"102FIRE COMM.CENTER5A5.23( 420.50' )( 423.00' )( 421.50' )( 423.00' )( 419.00' )( 419.00' )( 419.00' )( 419.00' )( 419.00' )( 419.00' )( 419.00' )( 419.00' )( 419.00' )3A5.023A5.021/ A4.571A5.311A5.212A5.213A5.214A5.215A5.216A5.211A5.222A5.223A5.224A5.225A5.22115EXT. GREENROOF PLAZA120VEST.121bBOILER ROOM121cELEC.121dGARAGE VENTROOMSTEELFLOORGRATESTEEL COL.FRAMED OPENINGSTEEL COL.FRAMED OPENINGSTEEL COL.FRAMED OPENINGSTEEL COL.FRAMED OPENING118GENERATORGENERATOR SCREEN;REF. LANDSCAPE102100R104R103R102R101R102aR103aR104aR101aR101b116120121121c121a121bS1-2119111S1-1121d115a1154A5.232F12F12F22F12F12F12F12F22F22F11D11D31F21F22F11J11J11J11J11J11J11J11J11J11J11J11J11J11J11J11J11J11J11J11J11J11J11J11J11J11J11A11A11A11C11B11C11A21C11C11C11C11J11D11J11J11J11J11J11C11C11C11C11C12F11F22B22B22F12F12B22B22B23C22B23C21C12B22B22B22D12D11D12D12D12D12C12C12B2104MSTEEL FLOOR GRATE; ASSPEC.STEEL FLOOR GRATE; ASSPEC.STEEL FLOOR GRATE; ASSPEC.EAST GREEN STREETS O U T H A U R O R A S TR E E TEAST STATE STREETPLANTERS(REF. LANDSCAPE)CANOPY ABOVE7'-5"16'-2 3/4"7'-5"25'-3 3/4"16'-10 1/4"CANOPY ABOVECANOPY ABOVE4'-0"S LIG H T S LO P E T O D R A IN S1S1S1S1S1S20S1S1S1S20S25S24S26S18S19S17S16S11S11L1S3S3S3S3S3S3S3S5S5S7S5S7S5S3S13S3S13S7S3TRASH1E11C11C11C11C11M1181M15.6°270'-9 1/8"162'-11"(OVERALL - CONC. TO BRICK)(OVERALL - BRICK TO STUD)90.03°20'-7 3/8"9'-3"28'-8"28'-8"28'-8"29'-11"3"16'-6 1/2"4'-2 5/8"21'-8 7/8"17'-9"0"4'-5"14'-3 3/8"20'-0"14'-10 1/8"49'-1 3/8"10'-3"64'-8"2 8 .5 °62'-2 3/4"17.5°2'-4"6"9"131'-3 1/2"10'-6 5/8"18'-7 7/8"18'-9 7/8"13'-5 5/8"23'-10 7/8"12'-5 1/8"18'-3 1/8"16'-6"3A5.232A5.236A5.221A5.232A5.316A5.232B22B2LOBBYMANAGERVESTIBULECONFERENCEE-LOUNGEFITNESS BP-90XSTUDYMECHDOG WASHWOMENSJ. CLOSETMECHMENSCLUB ROOMENTERTAINMENTKITCHENLUXORPACKAGE ROOMMAILROOMBILLIARDAV146'-0 3/8"63'-11"4'-0"68'-11"8 1/2"31'-10 3/4"238'-1 7/8"2'-4"1'-0"49'-9 1/2"109'-3 5/8"6"ELEVATORLOBBYA7.025105a105b102a100a101103104104a107107b107a107c108109112112a113a113b110a110106a106bS3106d106cB4B3B7B6B5B2B95092'x2' DRAIN INLET ATTOPPING SLAB3A33A33A33A33A33A33A33A33A33A33A13A13A13A13A33A12F15A5.314A5.316A5.311M3C21N1E21J11J11J11J11C1CANOPY ABOVEFD BELOWPAVERS; REF.PLUMB DWG'S.3C53C52A1.022A1.02107dS17S1S3S1S17S18S181.PROVIDE A BROOM FINISH AT ALL SLOPED CONCRETE SURFACES. ALL FLAT CORRIDOR SURFACESTO BE TROWELED SMOOTH AND SEALED.2.ALL ACCESSIBLE ENTRANCES SHALL HAVE NO MORE THAN A 2% SLOPE FOR A DISTANCE OF 60"PERPENDICULAR TO THE DOOR.3.ALL EXTERIOR COMMON USE DOOR THRESHOLDS TO BE ACCESSIBLE. REF A2.01 FOR TYPICAL DOORTHRESHOLD FOR COMMON AREAS.4.NOTES, DIMENSIONS, AND TAGS ARE INCLUDED ON THE ENLARGED A4.00s PLANS. REFER TO A8.00SHEETS FOR AMENITIES; AND A6.00 SHEETS FOR STAIRS, ELEVATORS, AND TRASH ROOMS.5.FOR UNIT INTERIOR WALL TYPES REFER TO A300s UNIT SHEETS.6.METER, RISER, AND TELECOM ARE LOCATED ON THE BUILDING PLANS FOR REFERENCE ONLY. REFERTO CIVIL AND MEP PLANS FOR THE ACTUAL METER AND EQUIPMENT SIZE AND LOCATION.7.A MINIMUM RATED 1A:10B:C FIRE EXTINGUISHER TO BE PROVIDED IN EACH UNIT. FIREEXTINGUISHERS ARE TO BE LOCATED EVERY 75' IN CORRIDORS. MAXIMUM TRAVEL DISTANCE TOEXTINGUISHER.8.NOT USED9.CONTROL JOINTS SHOULD BE SPACED IN GYPSUM WALL BOARD TO LIMIT EXPANSES TO 30'MAXIMUM. CONTROL JOINTS ARE RECOMMENDED AT DOOR JAMBS, EXTENDING FROM DOOR HEADTO CEILING. CEILING GYPSUM BOARD CONTROL JOINTS SHOULD LIMIT THE CEILING AREA TO 2,500 SFMAX. AND 50' IN EITHER DIRECTION. CONTROL JOINTS SHOULD BE INSTALLED WHERE THERE IS ACHANGE IN DIRECTION IN CEILING FRAMING, FURRING OR SPACE CONTROL JOINTS AT THE CEILINGAND WALL PER THE MANUFACTURER'S RECOMMENDED INSTALLATION GUIDELINES. CEILING ANDWALL CONTROL JOINTS ARE TO ALIGN AT ALL INTERSECTIONS WHERE APPLICABLE TO FORM ACONTINUOUS CONTROL JOINT. ENSURE THAT CONTROL JOINTS ARE LOCATED AT STRUCTURALCONSTRUCTION JOINTS AND AT THE TOP AND BOTTOM OF ALL INTERIOR RAMPS.10.NOT USED11.REFER TO SHEET A4.09 FOR ROOF NOTES AND LEGENDSGENERAL BLDG NOTESSYMBOL LEGEND - FLOOR PLANSGRID LINE REF. TAGAX.XX1SIMDETAIL / ENLARGEDPLAN CALLOUT TAG01tWINDOW / STOREFRONTTAG; REF. A2.02101COMMON AREA DOORTAG; REF. A2.011AX.XXSIM1/ A101BUILDING SECTION TAGSIM1AX.XXWALL / DETAILSECTION TAGEXTERIORELEVATION TAGXXPARTITION WALL TAG;REF. A1.05SEMI-RECESSED FIREEXTINGUISHER (WOOD FRAMEWALLS), CABINETS MAX. 5'-0"A.F.F. TO TOP OF CABINET, MAX.75 FT. TRAVEL DISTANCE-LEADING EDGE MUST BEBELOW 27"FECFLOOR DRAINLOCATIONS; REF. MEPFOR SIZE AND DETAILSCAST-IN-PLACECONCRETE WALLFINISH FLOORELEVATION; REF. CIVILROOMROOM NAME TAGUNIT A#AX.XX0000UNIT TYPESHEET CALLOUTADDRESS NUMBER100'-0"DOOR MANEUVERINGCLEARANCE; REF. A1.03& A1.04CMU WALLPROPERTY LINE3 HR FIREWALL2 HR FIRE BARRIER1 HR FIRE BARRIER1 HR FIRE PARTITION ATCORRIDOR & UNITSEPERATIONSETBACK LINEEXTERIOR BRICK VENEER;7 5/8" LEDGECOLD-FORMED MTL FRAMED(CFMF) LOADBEARING WALLINSULATED WALLFDISSUE FOR PRICING / BIDDING:DRAWN BY:AOR:The architectural works depictedherein are the sole property ofHumphreys & Partners UrbanArchitecture, L.P. and may not beconstructed or used without its expresswritten permission. No permission tomodify or reproduce any of thearchitectural works, including withoutlimitation the e construction of anybuilding, is expressed or should beimplied from delivery of preliminarydrawings or unsealed constructiondrawings. Permission to construct thebuilding depicted in sealedconstruction drawings is expresslyconditioned on the full and timelypayment of all fees otherwise dueHumphreys & Partners Architects, L.P.and, in the absence of any writtenagreement to the contrary, is limited toa one-time use One he site indicatedon these plans.HUMPHREYS & PARTNERSURBAN ARCHITECTURE, L.P.5339 ALPHA ROAD * SUITE 300* DALLAS, TX 75240T: (972) 701-9636 F: (972) 701-9639DALLAS * NEWPORT BEACH * NEW ORLEANS *ORLANDO * CHENNAI * MONTEVIDEOCopyright 2017 - Humphreys & Partners Urban Architecture, L.P.All Rights ReservedISSUE FOR PERMIT APPLICATION:ISSUE FOR CONSTRUCTION:DESIGNED BY:PLOT DATEwww.humphreys.comSHEET CONTENTSSHEET NUMBERSCALE--- 1/8" = 1'-0"A4.01FLOOR PLAN -LEVEL 01NEWMAN DEVELOPMENT GROUPCITY CENTREBH16077PERMIT ISSUE (07/10/2017)SBMCITHACA, NY07/10/201707/10/2017 1/8" = 1'-0"1LEVEL 01 - BUILDING FLOOR PLANREVISION SCHEDULENO: DATE: DESCRIPTION: TTTTTTRAPTTTTTTTTTTFEC1.PROVIDE A BROOM FINISH AT ALL SLOPED CONCRETE SURFACES. ALL FLAT CORRIDOR SURFACESTO BE TROWELED SMOOTH AND SEALED.2.ALL ACCESSIBLE ENTRANCES SHALL HAVE NO MORE THAN A 2% SLOPE FOR A DISTANCE OF 60"PERPENDICULAR TO THE DOOR.3.ALL EXTERIOR COMMON USE DOOR THRESHOLDS TO BE ACCESSIBLE. REF A2.01 FOR TYPICAL DOORTHRESHOLD FOR COMMON AREAS.4.NOTES, DIMENSIONS, AND TAGS ARE INCLUDED ON THE ENLARGED A4.00s PLANS. REFER TO A8.00SHEETS FOR AMENITIES; AND A6.00 SHEETS FOR STAIRS, ELEVATORS, AND TRASH ROOMS.5.FOR UNIT INTERIOR WALL TYPES REFER TO A300s UNIT SHEETS.6.METER, RISER, AND TELECOM ARE LOCATED ON THE BUILDING PLANS FOR REFERENCE ONLY. REFERTO CIVIL AND MEP PLANS FOR THE ACTUAL METER AND EQUIPMENT SIZE AND LOCATION.7.A MINIMUM RATED 1A:10B:C FIRE EXTINGUISHER TO BE PROVIDED IN EACH UNIT. FIREEXTINGUISHERS ARE TO BE LOCATED EVERY 75' IN CORRIDORS. MAXIMUM TRAVEL DISTANCE TOEXTINGUISHER.8.NOT USED9.CONTROL JOINTS SHOULD BE SPACED IN GYPSUM WALL BOARD TO LIMIT EXPANSES TO 30'MAXIMUM. CONTROL JOINTS ARE RECOMMENDED AT DOOR JAMBS, EXTENDING FROM DOOR HEADTO CEILING. CEILING GYPSUM BOARD CONTROL JOINTS SHOULD LIMIT THE CEILING AREA TO 2,500 SFMAX. AND 50' IN EITHER DIRECTION. CONTROL JOINTS SHOULD BE INSTALLED WHERE THERE IS ACHANGE IN DIRECTION IN CEILING FRAMING, FURRING OR SPACE CONTROL JOINTS AT THE CEILINGAND WALL PER THE MANUFACTURER'S RECOMMENDED INSTALLATION GUIDELINES. CEILING ANDWALL CONTROL JOINTS ARE TO ALIGN AT ALL INTERSECTIONS WHERE APPLICABLE TO FORM ACONTINUOUS CONTROL JOINT. ENSURE THAT CONTROL JOINTS ARE LOCATED AT STRUCTURALCONSTRUCTION JOINTS AND AT THE TOP AND BOTTOM OF ALL INTERIOR RAMPS.10.NOT USED11.REFER TO SHEET A4.09 FOR ROOF NOTES AND LEGENDSGENERAL BLDG NOTESSYMBOL LEGEND - FLOOR PLANSGRID LINE REF. TAGAX.XX1SIMDETAIL / ENLARGEDPLAN CALLOUT TAG01tWINDOW / STOREFRONTTAG; REF. A2.02101COMMON AREA DOORTAG; REF. A2.011AX.XXSIM1/ A101BUILDING SECTION TAGSIM1AX.XXWALL / DETAILSECTION TAGEXTERIORELEVATION TAGXXPARTITION WALL TAG;REF. A1.05SEMI-RECESSED FIREEXTINGUISHER (WOOD FRAMEWALLS), CABINETS MAX. 5'-0"A.F.F. TO TOP OF CABINET, MAX.75 FT. TRAVEL DISTANCE-LEADING EDGE MUST BEBELOW 27"FECFLOOR DRAINLOCATIONS; REF. MEPFOR SIZE AND DETAILSCAST-IN-PLACECONCRETE WALLFINISH FLOORELEVATION; REF. CIVILROOMROOM NAME TAGUNIT A#AX.XX0000UNIT TYPESHEET CALLOUTADDRESS NUMBER100'-0"DOOR MANEUVERINGCLEARANCE; REF. A1.03& A1.04CMU WALLPROPERTY LINE3 HR FIREWALL2 HR FIRE BARRIER1 HR FIRE BARRIER1 HR FIRE PARTITION ATCORRIDOR & UNITSEPERATIONSETBACK LINEEXTERIOR BRICK VENEER;7 5/8" LEDGECOLD-FORMED MTL FRAMED(CFMF) LOADBEARING WALLINSULATED WALLFDAABB5678910EEFFGG1/ A4.527A6.118A6.112A5.012A5.011A5.011A5.011A5.021A5.022A5.022A5.027A6.218A6.211A5.212A5.213A5.214A5.215A5.216A5.212A5.221A5.2312' - 0 5/8"101ELEVATORLOBBYA4.6054A4.6012A4.606A4.603A4.607A4.60A4.609108A4.601314A4.6011A4.60127 1/4"1'-0"6"12'-9 1/4"1/2"8'-4"1'-4 7/8"9'-7 5/8"6'-9 1/8"6'-7 5/8"11'-10 3/4"2'-10 5/8"8'-11 3/8"18'-10 5/8"26'-7 3/4"17'-4"5'-7 1/4"1'-3"12'-5 7/8"3'-1 3/4"16'-2 3/4"6'-11 3/4"1'-10 3/4"10"18'-5 1/2"4'-10"0"17'-3"9"1'-0 5/8"1'-0"6'-4 7/8"1'-1 1/4"15'-8 3/8"9'-10 7/8"7'-1 1/8"6'-11"3"3"6'-11"3 1/2"4'-9 5/8"1'-1"10'-9 7/8"1'-5 3/8"8'-3 5/8"16'-3"17'-3"0"18'-7 5/8"5/8"3'-7 1/2"3'-7 1/2"18'-10"6 1/4"3 1/2"14'-8"3"17'-0"16'-3"8'-3 5/8"1'-5 3/8"2'-11"1'-10 5/8"2'-4 3/8"3'-7 7/8"6'-2 1/8"2'-11"4'-0"3"3'-6 7/8"2'-7 1/4"4'-10 1/2"4'-10 1/2"1'-0 7/8"1'-6 5/8"4'-2 1/2"4'-1 3/8"16'-1 5/8"17'-0"3"0"7'-2"7'-1 1/8"9'-10 7/8"2'-10 1/2"12'-9 7/8"8'-4 1/4"1'-11 3/8"11 5/8"2'-3 5/8"3'-10"1'-5 1/2"3'-10"4'-10 1/4"0"1'-9"6'-10 1/4"1'-3"4'-5 1/2"3'-1 3/4"3'-3"12'-11 3/4"6'-10"1'-6 1/8"1'-6 1/8"18'-3 3/4"4'-10"6'-4 7/8"5'-0 3/4"11'-6 1/2"6'-6 3/4"11'-3 5/8"8'-7 1/4"2 1/8"3'-0 5/8"5'-11 3/8"4'-4 3/4"4'-6 1/4"4'-6"9'-0 3/8"4'-4 1/8"9'-0"5'-3 1/2"5'-0"2'-7"9'-0"2'-10"9'-0"2'-7"5'-0"3'-2"5'-0"2'-7"9'-0"3'-3"9'-0"2'-4 1/4"18'-11 3/4"10'-5"5'-0"2'-3"9'-11"12'-1 1/4"5'-0"8'-5"2'-0"1'-3"5'-7 1/4"4'-11 3/4"9'-0"1'-0"6'-9 3/4"4'-6 5/8"9 1/8"10'-7 3/4"5"14'-11 1/2"2'-0 1/2"3"0"17'-3"12'-9 5/8"3'-3"9'-9"3'-1 1/2"1'-10"1'-0"17'-8"1'-0"1'-5 3/4"1'-0 3/8"5'-1 1/4"2'-6"7'-7 1/4"15'-11 3/4"28'-2"8'-11 3/8"18'-1 1/8"9 5/8"3'-0 5/8"8'-4 3/8"1'-9 5/8"3'-3 7/8"1'-3 3/8"7'-1"6'-10"5"1'-4 3/4"14'-7 3/4"1'-7"15'-8"0"1'-4 1/2"15'-7 1/2"3"2'-10"7'-1 1/4"9'-2 5/8"4'-2"5'-0"4'-2"9'-0"3'-5"5'-0"2'-7"9'-0"3'-3"9'-0"4'-2"5'-0"4'-8"5'-0"4'-2"9'-0"2'-8"10'-2"11'-1 1/2"7 5/8"9'-11"5 5/8"2'-10"8'-3 1/2"1'-3 7/8"6'-4 3/8"2 3/8"6 5/8"1'-8"11"3'-10 1/2"3 1/2"1'-10"3'-2"5'-7 3/4"3'-4 1/4"2'-0"1'-2"2'-7"6'-5"7 5/8"3'-8 1/2"3'-8 1/2"8 1/4"17'-2 3/4"1'-9"B9107B5104113a113b112112a111109110S1-1110a107bB4B3107a107cS1S3S3S20S1S3B6B7104aB2100a100S19S3S1101102S17102a106dS18106cS17106bS18S1S3106aS17S1B10103ELEV.2ELEV.1100VESTIBULE103MANAGER104aCONFERENCE104E-LOUNGE100aLOBBY106CLUB ROOM105aPARCEL105MAIL ROOM105bLUXORBILLIARDENTERTAINMENTKITCHEN113aWOMEN'S RR113bMEN'S RR112aMECH.112JANITOR111EGRESS CORR.MECH.110DOG WASH109MECH.108STUDY107aYOGA107FITNESS107cMECH.STAIR 1B8108102FIRE COMM.CENTER2B23C23C23C23C53A13A13C43A13A13A33A13A33A33A33A33C53C53C53C53C53C53A33A33C43C43A33A33A33A33A33A33A32B22B22B22B22B22B23C43C43A33A13C53C53A13A13A53A53A53A53A13A13A13A13C43A13A13C43C43C43A33A13A13A33A13A32C12C13A33A13A33A11C11C11C13A13A33A33A33C43C43A33A33C53A33C43C43C43C43C43A33A11J11J11J11J11J11J11J11J11J11A11A11A11C11B11C11C11A21C11C11D11J11J11J11J11J11J11J11J11J1A4.6016105b105a2H2FIREPLACE;REF. ID DWG'S1J1A4.60152A1.022A1.02ISSUE FOR PRICING / BIDDING:DRAWN BY:AOR:The architectural works depictedherein are the sole property ofHumphreys & Partners UrbanArchitecture, L.P. and may not beconstructed or used without its expresswritten permission. No permission tomodify or reproduce any of thearchitectural works, including withoutlimitation the e construction of anybuilding, is expressed or should beimplied from delivery of preliminarydrawings or unsealed constructiondrawings. Permission to construct thebuilding depicted in sealedconstruction drawings is expresslyconditioned on the full and timelypayment of all fees otherwise dueHumphreys & Partners Architects, L.P.and, in the absence of any writtenagreement to the contrary, is limited toa one-time use One he site indicatedon these plans.HUMPHREYS & PARTNERSURBAN ARCHITECTURE, L.P.5339 ALPHA ROAD * SUITE 300* DALLAS, TX 75240T: (972) 701-9636 F: (972) 701-9639DALLAS * NEWPORT BEACH * NEW ORLEANS *ORLANDO * CHENNAI * MONTEVIDEOCopyright 2017 - Humphreys & Partners Urban Architecture, L.P.All Rights ReservedISSUE FOR PERMIT APPLICATION:ISSUE FOR CONSTRUCTION:DESIGNED BY:PLOT DATEwww.humphreys.comSHEET CONTENTSSHEET NUMBERSCALE---As indicatedA4.01aENLARGEDPLAN - LEVEL 01NEWMAN DEVELOPMENT GROUPCITY CENTREBH16077PERMIT ISSUE (07/10/2017)SBMCITHACA, NY07/10/201707/10/2017 1/4" = 1'-0"1LEVEL 01 - ENLARGED PLAN - CLUBHOUSEREVISION SCHEDULENO: DATE: DESCRIPTION: TTTTTTTTTFEC14A23BEFGA.1B.1C.1D.1E.11.12.15.15.6L.1G.1F.12/ A4.532A5.012A5.011A5.011A5.011/ A4.571A5.223A5.224A5.224A5.233A5.232A5.236A5.2231'-11 5/8"7'-9 1/2"9'-0"5'-3 1/2"5'-0"2'-7"9'-0"2'-10"9'-0"2'-7"5'-0"3'-0"9'-0"2'-7"5'-0"14'-3 1/2"7'-5"10 1/2"4'-1 1/2"2'-5 1/8"6 7/8"8 1/2"31'-3 1/8"7 5/8"3'-5 3/8"3'-8 1/2"3'-2 1/2"1'-9 1/2"4'-11 1/2"9'-4"4'-7 1/2"4"6'-8 1/8"13'-1 3/4"12'-10 1/4"9'-1 1/2"65'-1"6'-2 1/8"15'-3"8'-10 1/2"2'-4 1/2"5'-5"11'-4 1/2"3'-1 5/8"7'-9 1/2"7'-10 1/2"1'-0"1'-0"13'-4 3/4"7'-5"16'-6"26'-0"17'-0"3"4'-4 3/4"6"8 7/8"1'-3 5/8"3'-0"5'-0"5'-0"3'-3"3'-10"16'-5 5/8"1'-11"8"1'-9"3'-3"4'-2"6'-0 7/8"2'-11 3/4"15.6°15.6°15.6°15.6°36.6°2'-0"2'-0"2'-8"2'-0"2'-0"2'-8"1 9 .5 °3 1/2"3'-11 5/8"2'-2 1/2"2'-0"2'-0"2'-8"2'-0"2'-0"2'-8"1'-1 1/2"3'-9 3/4"6'-1 1/4"9'-0"9'-2 1/2"1'-9"1'-8"1'-0 3/8"6'-0"2'-2"6'-0"1'-0 3/8"65'-2 3/4"10'-4 1/2"30.75°8'-4 7/8"50.25°RETAIL 48"6'-1 3/4"7 1/4"3'-3 1/2"21'-2 1/2"28'-8"6'-6 5/8"22'-1 3/8"15'-1 3/4"1'-0"6"0"17'-3"9"1'-0 5/8"1'-0"6'-4 7/8"1'-1 1/4"15'-8 3/8"9'-10 7/8"7'-1 1/8"6'-11"3"1'-9"1'-5 3/4"1'-0 3/8"1'-3 7/8"102105MAIL ROOM2B22B22B22B22B23C41J11J11J11J11J11J11J11J11J11J1SIAMESECONNECTION; REF.PLUMB.STEEL FLOOR GRATE; AS SPEC.AREA WELL BELOWS3S3R104S1S1S3S1R103R102R1012B22B22B23C22B22B21C11C11C11C11C11J11J11J1S1S3S3S11S13S133C23C21C11J11J1S25S24S26STEEL FLOOR GRATE; AS SPEC.AREAWELLBELOWSIAMESE CONNECTION;REF. PLUMB DWGS12'-8 3/4"1'-2"2'-3"7'-9"1'-2"1'-0"3"A7.021SimA7.021SimA7.021SimA7.021Sim8"8"29'-10 3/8"50'-9 1/2"6"9"49'-6 1/2"RETAIL 3RETAIL 2RETAIL 11'-1 1/2"6"9 1/2"2'-5"2'-11 1/2"SHAFT ABOVESHAFT ABOVER103aR102aR104aS5S730.75°2 8 .5 °61.5°1J1SERVICE CORR.RETAIL 2EXT. GREENROOF PLAZAR101a2B22B22A1.022A1.02S11ISSUE FOR PRICING / BIDDING:DRAWN BY:AOR:The architectural works depictedherein are the sole property ofHumphreys & Partners UrbanArchitecture, L.P. and may not beconstructed or used without its expresswritten permission. No permission tomodify or reproduce any of thearchitectural works, including withoutlimitation the e construction of anybuilding, is expressed or should beimplied from delivery of preliminarydrawings or unsealed constructiondrawings. Permission to construct thebuilding depicted in sealedconstruction drawings is expresslyconditioned on the full and timelypayment of all fees otherwise dueHumphreys & Partners Architects, L.P.and, in the absence of any writtenagreement to the contrary, is limited toa one-time use One he site indicatedon these plans.HUMPHREYS & PARTNERSURBAN ARCHITECTURE, L.P.5339 ALPHA ROAD * SUITE 300* DALLAS, TX 75240T: (972) 701-9636 F: (972) 701-9639DALLAS * NEWPORT BEACH * NEW ORLEANS *ORLANDO * CHENNAI * MONTEVIDEOCopyright 2017 - Humphreys & Partners Urban Architecture, L.P.All Rights ReservedISSUE FOR PERMIT APPLICATION:ISSUE FOR CONSTRUCTION:DESIGNED BY:PLOT DATEwww.humphreys.comSHEET CONTENTSSHEET NUMBERSCALE--- 1/4" = 1'-0"A4.01bENLARGEDPLAN - LEVEL 01NEWMAN DEVELOPMENT GROUPCITY CENTREBH16077PERMIT ISSUE (07/10/2017)DesignerMCITHACA, NY07/10/201707/10/2017 1/4" = 1'-0"1LEVEL 01 - ENLARGED PLANREVISION SCHEDULENO: DATE: DESCRIPTION: STTTFE C FECUP1231.12.15.16.1K.1K.15.6L.1H.9G.1F.1H.11/ A4.548A6.129A6.127A6.316A6.315A5.231A5.314A5.225A5.226A5.236'-2 1/8"15'-3"8'-10 1/2"2'-4 1/2"5'-5"3 1/2"3'-11 5/8"2'-2 1/2"9"7 5/8"2'-6"12'-2 3/8"1'-3 3/8"7 5/8"5'-11 3/4"10'-4 3/8"7 5/8"3"23'-8 1/2"4'-8 1/2"7'-1 5/8"2'-5 3/8"4 5/8"8'-8"5'-7 5/8"8'-1"11 1/4"4'-8 1/2"3"14'-11 1/8"2'-8 1/8"5'-7 1/2"8'-9 7/8"23'-10 7/8"7'-3 1/4"5'-1 3/4"18'-10 1/2"1'-6"17'-6"25'-11 1/2"5'-5"7'-4 3/8"10'-6 1/2"4 5/8"2'-7 1/8"11'-2 5/8"9'-3 3/4"7'-9 5/8"16'-10 3/8"7'-0"7'-3 1/4"1'-0"18'-0"1'-0"3'-4"5'-0"10 5/8"4'-11"9'-0"2'-7 1/2"1'-1 1/2"9'-0"4'-2"5'-0"3'-11"5'-0"5 1/2"2'-1 1/2"9'-0"3'-3"9'-0"4'-2"1'-1 1/2"17'-6"25'-11 1/2"5'-3 7/8"10'-8 5/8"2'-9"5'-0"4'-1"3'-0"1'-8"1'-0 3/8"6'-0"2'-2"6'-0"1'-0 3/8"28'-2 1/4"4'-2 3/4"26'-11"28'-8"28'-8"4'-7 1/8"2'-8 1/8"21'-0"6'-5 5/8"2B21C11C11C1S13S133C23C21C1R103aR102aR104aS761.5°2F11J11J11J11J11J11J1S5S5S7S7S52F11F21F21E11F22F12F12F12F22F12F12F12F12F22F12F12F21D11N121a121bS1-2WATER SERV.STAIR 2VEST.SWITCHGEAREQUIP.BOILER ROOMEXTERIORGARAGE VENTROOMGENERATORPORTALRETAIL 1SERVICE CORR.RETAIL 2EXT. GREENROOF PLAZA116R101aR101b120121104M119509121dSHAFT ABOVE2'-2 7/8"3C21C11N1N121cSLOPE UP: 4.81%419.00'423.00'423.00'419.00'420.50'421.50'2B22B22B223'-10 7/8"4'-4 1/4"3 1/8"27'-8 1/4"6"1'-2 3/4"21'-5 1/4"1'-2 3/4"1'-3 1/4"1'-2 3/4"21'-5 1/4"1'-2 3/4"12'-5"23'-10 7/8"1M1D11D1L1LOADING / PORTAL ENTRYS3S111E21NISSUE FOR PRICING / BIDDING:DRAWN BY:AOR:The architectural works depictedherein are the sole property ofHumphreys & Partners UrbanArchitecture, L.P. and may not beconstructed or used without its expresswritten permission. No permission tomodify or reproduce any of thearchitectural works, including withoutlimitation the e construction of anybuilding, is expressed or should beimplied from delivery of preliminarydrawings or unsealed constructiondrawings. Permission to construct thebuilding depicted in sealedconstruction drawings is expresslyconditioned on the full and timelypayment of all fees otherwise dueHumphreys & Partners Architects, L.P.and, in the absence of any writtenagreement to the contrary, is limited toa one-time use One he site indicatedon these plans.HUMPHREYS & PARTNERSURBAN ARCHITECTURE, L.P.5339 ALPHA ROAD * SUITE 300* DALLAS, TX 75240T: (972) 701-9636 F: (972) 701-9639DALLAS * NEWPORT BEACH * NEW ORLEANS *ORLANDO * CHENNAI * MONTEVIDEOCopyright 2017 - Humphreys & Partners Urban Architecture, L.P.All Rights ReservedISSUE FOR PERMIT APPLICATION:ISSUE FOR CONSTRUCTION:DESIGNED BY:PLOT DATEwww.humphreys.comSHEET CONTENTSSHEET NUMBERSCALE--- 1/4" = 1'-0"A4.01cENLARGEDPLAN - LEVEL 01NEWMAN DEVELOPMENT GROUPCITY CENTREBH16077PERMIT ISSUE (07/10/2017)DesignerMCITHACA, NY07/10/201707/10/2017 1/4" = 1'-0"1LEVEL 01 - ENLARGED PLAN - RETAILNOTE: VIEW ROTATED ON SHEET ; REF. OVERALL FLOOR PLAN3'-0" HIGHCMU CURBWALLREVISION SCHEDULENO: DATE: DESCRIPTION: TTTTTTTTTTTTTTTTTTTTTUPFECFEC14A23B5678910CDEFGA.1B.1C.1D.1E.1E.81.12.13.14.15.16.18.C7.D7.A6.C1.D2.C3.A3.D4.BE.3H.2K.1K.1J.3H.4G.65.69.C8.B6.D6.B5.C4.C3.C1/ A4.55F.6G.4G.23.BL.1H.8H.9G.1F.1H.1J.1-ELEV.1-STAIR 1-STAIR 2-ELEV.21/ A4.522/ A4.541/ A4.541 / A 4 .5 6 1 / A 4 .5 31/ A4.51203MELEC. / TELE.202MSTORAGE201MMECH.8.F8.D2/ A4.532/ A4.52A6.123A6.113A6.2132A5.012A5.011A5.011A5.011A5.021A5.022A5.022A5.02A6.3135A5.233A5.023A5.021/ A4.57UNIT E1-Alt1A3.10222UNIT A1A3.11220UNIT A1A3.11218UNIT A1A3.11216UNIT E1A3.10214UNIT E1A3.10212UNIT E1A3.10210UNIT A1A3.11208UNIT A1A3.11206UNIT A1A3.11204UNIT B3A3.23202UNIT A5A3.15201UNIT A2A3.12205UNIT A2A3.12207UNIT A1A3.11209UNIT A2A3.12211UNIT A2-Alt1A3.12215UNIT B6A3.26219UNIT B5A3.25229UNIT A2-Alt1A3.12231UNIT A2A3.12233UNIT B2A3.22235UNIT B1A3.21234UNIT A2-Alt2A3.12232UNIT A1A3.11230UNIT A2A3.12228UNIT E1-Alt1A3.10226UNIT B7A3.272241A5.311A5.212A5.213A5.214A5.215A5.216A5.211A5.222A5.223A5.224A5.225A5.221A5.112A5.114A5.113A5.11204MTRASH200CORRIDOR200CORRIDORHW TANK;REF. PLUMB.201M202MS2-1203M204MS2-24A5.231J11J11J11J11J11J11J11J11J12A12A12A12A12A12A12A52A12A12A12A12A12A12A12A12A12A12A12A12B11C11A21A11A11J11J11J11J11J11J11J11J11J11D11J11J11J11J11J11J11J11J12A12A12A12A12A12A12A12B12B12A12A12A52A22A12A12A12A12A12A12B12B12A12A12A23C22A22A22H12D12A12A12A12B12B11C11C11C11C11J11J11J11J11J11J11D11C11C11C11C12A13C22B12A12A12B21D11D11A11A11A11A12H12H12D12A11C11C11C11C11C1200MA1A1A1A1A1A1A1A1A1A1A1A1A1A1A1A2A1A2A1A1A1A1A1A1A1A1A1A3S916161616161616161616161616161616161616161616161616151515S26S26S23S26A4.02a13A5.232A5.236A5.221A5.23SHAFT6A5.23ELEVATORLOBBY2D12D11J11J11J11J11C11E11C11C11A11J1CANOPY BELOW2G12G22G12E12J12J12J1DOORS ON HOLD OPENS;SMOKE BARRIER AT LOBBY1B11B13C63C63C63C63C63C63C62E12J12J12J1FILTEREDWATER SINK2J12J12E12E12A22E12E12E12E12J12J12J12E12E12E12E12E12E12E12J12J12E12E12E12H12H12G12K12K2A4270'-9 1/8" (OVERALL - BRICK TO STUD)31'-3 1/8"4'-1"16'-5"19'-7"19'-7"19'-7"16'-5"16'-5"19'-4 1/2"16'-5"19'-7"19'-7"19'-7"30'-8"30'-11 1/2"6'-0"30'-11 1/2"3"30'-5 1/2"3"6'-0"3"30'-5 1/2"3"16'-5"22'-4"19'-7"22'-4"(OVERALL BRICK - TO - BRICK)18'-0"9'-0"6'-7 7/8"5'-11 1/4"51'-11 1/2"1'-0"17'-8"1'-0"10'-8 1/4"9'-6 1/8"1'-6"29'-0 1/8"5'-9"8 1/2"35'-4 1/8"233'-2 1/2"1'-6"138'-9 1/2"16'-5"22'-4"19'-7"22'-4"38'-6 1/2"19'-7"6"91'-5"11'-6 1/8"56'-1 7/8"1'-0"18'-11 3/8"6'-6"30'-5 1/2"3"13'-9"4 5/8"20'-0"4 5/8"14'-2 3/8"70'-9"3"30'-5 1/2"3"30'-11 1/2"6'-0"30'-11 1/2"3"30'-5 1/2"3"3'-1"27'-9 1/8"2'-8 3/8"6'-6"2'-4 5/8"28'-0 7/8"3"42'-5 1/8"28'-3 7/8"68'-7 1/2"3"22'-4"22'-4"23'-8 1/2"159'-0"3"22'-4"22'-4"19'-7"22'-4"22'-4"11'-0"26'-5"12'-5"50'-2"67'-11"37'-2 1/2"30'-8 1/2"3"3'-9"5'-5 7/8"21'-2 5/8"6'-6"26'-8 1/2"3'-9"3"8 1/2"28'-9 1/4"9'-11"17'-8"10'-10 1/2"3"7 5/8"9'-11"4'-8 7/8"12'-2"3"8 1/4"17'-2 3/4"3"8 1/4"9'-4 1/4"8'-8 3/8"7 5/8"0"0"22'-4"4'-10 5/8"18'-6 7/8"3"A1A4.02a22A1.022A1.02A2.21181.PROVIDE A BROOM FINISH AT ALL SLOPED CONCRETE SURFACES. ALL FLAT CORRIDOR SURFACESTO BE TROWELED SMOOTH AND SEALED.2.ALL ACCESSIBLE ENTRANCES SHALL HAVE NO MORE THAN A 2% SLOPE FOR A DISTANCE OF 60"PERPENDICULAR TO THE DOOR.3.ALL EXTERIOR COMMON USE DOOR THRESHOLDS TO BE ACCESSIBLE. REF A2.01 FOR TYPICAL DOORTHRESHOLD FOR COMMON AREAS.4.NOTES, DIMENSIONS, AND TAGS ARE INCLUDED ON THE ENLARGED A4.00s PLANS. REFER TO A8.00SHEETS FOR AMENITIES; AND A6.00 SHEETS FOR STAIRS, ELEVATORS, AND TRASH ROOMS.5.FOR UNIT INTERIOR WALL TYPES REFER TO A300s UNIT SHEETS.6.METER, RISER, AND TELECOM ARE LOCATED ON THE BUILDING PLANS FOR REFERENCE ONLY. REFERTO CIVIL AND MEP PLANS FOR THE ACTUAL METER AND EQUIPMENT SIZE AND LOCATION.7.A MINIMUM RATED 1A:10B:C FIRE EXTINGUISHER TO BE PROVIDED IN EACH UNIT. FIREEXTINGUISHERS ARE TO BE LOCATED EVERY 75' IN CORRIDORS. MAXIMUM TRAVEL DISTANCE TOEXTINGUISHER.8.NOT USED9.CONTROL JOINTS SHOULD BE SPACED IN GYPSUM WALL BOARD TO LIMIT EXPANSES TO 30'MAXIMUM. CONTROL JOINTS ARE RECOMMENDED AT DOOR JAMBS, EXTENDING FROM DOOR HEADTO CEILING. CEILING GYPSUM BOARD CONTROL JOINTS SHOULD LIMIT THE CEILING AREA TO 2,500 SFMAX. AND 50' IN EITHER DIRECTION. CONTROL JOINTS SHOULD BE INSTALLED WHERE THERE IS ACHANGE IN DIRECTION IN CEILING FRAMING, FURRING OR SPACE CONTROL JOINTS AT THE CEILINGAND WALL PER THE MANUFACTURER'S RECOMMENDED INSTALLATION GUIDELINES. CEILING ANDWALL CONTROL JOINTS ARE TO ALIGN AT ALL INTERSECTIONS WHERE APPLICABLE TO FORM ACONTINUOUS CONTROL JOINT. ENSURE THAT CONTROL JOINTS ARE LOCATED AT STRUCTURALCONSTRUCTION JOINTS AND AT THE TOP AND BOTTOM OF ALL INTERIOR RAMPS.10.NOT USED11.REFER TO SHEET A4.09 FOR ROOF NOTES AND LEGENDSGENERAL BLDG NOTESSYMBOL LEGEND - FLOOR PLANSGRID LINE REF. TAGAX.XX1SIMDETAIL / ENLARGEDPLAN CALLOUT TAG01tWINDOW / STOREFRONTTAG; REF. A2.02101COMMON AREA DOORTAG; REF. A2.011AX.XXSIM1/ A101BUILDING SECTION TAGSIM1AX.XXWALL / DETAILSECTION TAGEXTERIORELEVATION TAGXXPARTITION WALL TAG;REF. A1.05SEMI-RECESSED FIREEXTINGUISHER (WOOD FRAMEWALLS), CABINETS MAX. 5'-0"A.F.F. TO TOP OF CABINET, MAX.75 FT. TRAVEL DISTANCE-LEADING EDGE MUST BEBELOW 27"FECFLOOR DRAINLOCATIONS; REF. MEPFOR SIZE AND DETAILSCAST-IN-PLACECONCRETE WALLFINISH FLOORELEVATION; REF. CIVILROOMROOM NAME TAGUNIT A#AX.XX0000UNIT TYPESHEET CALLOUTADDRESS NUMBER100'-0"DOOR MANEUVERINGCLEARANCE; REF. A1.03& A1.04CMU WALLPROPERTY LINE3 HR FIREWALL2 HR FIRE BARRIER1 HR FIRE BARRIER1 HR FIRE PARTITION ATCORRIDOR & UNITSEPERATIONSETBACK LINEEXTERIOR BRICK VENEER;7 5/8" LEDGECOLD-FORMED MTL FRAMED(CFMF) LOADBEARING WALLINSULATED WALLFDISSUE FOR PRICING / BIDDING:DRAWN BY:AOR:The architectural works depictedherein are the sole property ofHumphreys & Partners UrbanArchitecture, L.P. and may not beconstructed or used without its expresswritten permission. No permission tomodify or reproduce any of thearchitectural works, including withoutlimitation the e construction of anybuilding, is expressed or should beimplied from delivery of preliminarydrawings or unsealed constructiondrawings. Permission to construct thebuilding depicted in sealedconstruction drawings is expresslyconditioned on the full and timelypayment of all fees otherwise dueHumphreys & Partners Architects, L.P.and, in the absence of any writtenagreement to the contrary, is limited toa one-time use One he site indicatedon these plans.HUMPHREYS & PARTNERSURBAN ARCHITECTURE, L.P.5339 ALPHA ROAD * SUITE 300* DALLAS, TX 75240T: (972) 701-9636 F: (972) 701-9639DALLAS * NEWPORT BEACH * NEW ORLEANS *ORLANDO * CHENNAI * MONTEVIDEOCopyright 2017 - Humphreys & Partners Urban Architecture, L.P.All Rights ReservedISSUE FOR PERMIT APPLICATION:ISSUE FOR CONSTRUCTION:DESIGNED BY:PLOT DATEwww.humphreys.comSHEET CONTENTSSHEET NUMBERSCALE--- 1/8" = 1'-0"A4.02FLOOR PLAN -LEVEL 02NEWMAN DEVELOPMENT GROUPCITY CENTREBH16077PERMIT ISSUE (07/10/2017)SBMCITHACA, NY07/10/201707/10/2017 1/8" = 1'-0"1LEVEL 02 - BUILDING FLOOR PLANREVISION SCHEDULENO: DATE: DESCRIPTION: FECFG6.1G.65.63.CG.23.BL.12/ A4.533A5.224A5.225"2'-1 1/8"3'-0"5'-0"5'-0"2'-1 3/8"7 5/8"5"1'-3"3'-0"4'-1"5'-0"2'-9"3"6'-6 3/8"7 5/8"7'-5"1'-0"18'-3 1/8"3"4'-8 3/8"7 5/8"4'-0 3/4"149.25°4'-8 3/8"7 5/8"4'-0 3/4"30.75°16'-6"3"16'-2 3/4"7 5/8"1 3/4"6'-6"10"10"6'-6"1 3/4"7 5/8"1CDB.1E.83.14.15.11.DE.3L.1F.13"6 3/4"5'-9 7/8"9 3/4"3'-6 5/8"9 3/4"4'-11 1/4"3'-11 3/4"4 7/8"9 3/4"3'-1 1/4"3 3/4"9 3/4"5'-8 1/2"3 3/4"9'-8"3"2A52E12J12J12E12J12J12A22A22A1FILTEREDWATER SINKELEC. / TELE.CORRIDORUNITUNITUNITUNITUNITUNITCORRIDORSHAFTSHAFTISSUE FOR PRICING / BIDDING:DRAWN BY:AOR:The architectural works depictedherein are the sole property ofHumphreys & Partners UrbanArchitecture, L.P. and may not beconstructed or used without its expresswritten permission. No permission tomodify or reproduce any of thearchitectural works, including withoutlimitation the e construction of anybuilding, is expressed or should beimplied from delivery of preliminarydrawings or unsealed constructiondrawings. Permission to construct thebuilding depicted in sealedconstruction drawings is expresslyconditioned on the full and timelypayment of all fees otherwise dueHumphreys & Partners Architects, L.P.and, in the absence of any writtenagreement to the contrary, is limited toa one-time use One he site indicatedon these plans.HUMPHREYS & PARTNERSURBAN ARCHITECTURE, L.P.5339 ALPHA ROAD * SUITE 300* DALLAS, TX 75240T: (972) 701-9636 F: (972) 701-9639DALLAS * NEWPORT BEACH * NEW ORLEANS *ORLANDO * CHENNAI * MONTEVIDEOCopyright 2017 - Humphreys & Partners Urban Architecture, L.P.All Rights ReservedISSUE FOR PERMIT APPLICATION:ISSUE FOR CONSTRUCTION:DESIGNED BY:PLOT DATEwww.humphreys.comSHEET CONTENTSSHEET NUMBERSCALE--- 1/4" = 1'-0"A4.02aENLARGEDPLAN - LEVEL 02NEWMAN DEVELOPMENT GROUPCITY CENTREBH16077PERMIT ISSUE (07/10/2017)DesignerMCITHACA, NY07/10/201707/10/2017 1/4" = 1'-0"1LEVEL 02 - EXTERIOR "KNUCKLE" 1/4" = 1'-0"2LEVEL 02 - ELEC. ROOM & CORRIDOR - TYPICALREVISION SCHEDULENO: DATE: DESCRIPTION: TFECFEC1A5681010CDGA.1B.1C.1D.1E.1E.81.13.14.16.18.C7.D7.A6.C1.D2.C3.A3.D4.BE.3H.2K.1K.1J.3H.4G.69.C8.B6.D6.B5.C4.C3.C1/ A4.55F.6G.4G.23.BL.1H.8H.91/ A4.522/ A4.541/ A4.541 / A 4 .5 6 1 / A 4 .5 31/ A4.518.F8.D2/ A4.532/ A4.52A6.124A6.1142A5.012A5.011A5.011A5.011A5.021A5.022A5.022A5.021 9 .5 ° 15.6°15.6°15.6°15.6°36.6°5A5.233A5.023A5.021/ A4.57UNIT B7A3.27324UNIT E1-Alt1A3.10322UNIT A1A3.11320UNIT A1A3.11318UNIT A1A3.11316UNIT E1A3.10314UNIT E1A3.10312UNIT E1A3.10310UNIT A1A3.11308UNIT A1A3.11306UNIT A1A3.11304UNIT B3A3.23302UNIT A5A3.15301UNIT A2A3.12305UNIT A2A3.12307UNIT A1A3.11309UNIT A2A3.12311UNIT A2-Alt1A3.12315UNIT B6A3.26319UNIT B5A3.25329UNIT A2-Alt1A3.12331UNIT A2A3.12333UNIT B2A3.22335UNIT B1A3.21334UNIT A2-Alt2A3.12332UNIT A1A3.11330UNIT A2A3.12328????1A5.212A5.213A5.214A5.215A5.216A5.211A5.222A5.223A5.224A5.225A5.221A5.112A5.114A5.113A5.11-ELEV.2-ELEV.1301MJANITOR300CORRIDOR302MSTORAGE-STAIR 1-STAIR 2304MTRASH303MELEC. / TELE.-SHAFT300CORRIDORMOP SINK4A5.23301M302M303MS3-2304M1B12A12A12A12A12A12A12A52A12A12A12A12A12A12A12A12A12A12A12A12B11A11A11A11A11A11A12A12A12A12A12A12A12A12B12B12A12A12A52A12A12A12A12A12A12A12B12B12A12A12A22A22A22H12D12A12A12A12B12B12A13C22B12A12A12B21A12H12H12D11J12H12H11C11C11C11C11C1A1A1A1A1A1A1A1A1A1A4A1A1A1A2A1A2A1A1A1A1A1A1A1A1A1A1A1A1A3S916161616161616161616161616161616161616161616161616S26S26S26S26FLASHING BELOWCAST STONESILL BELOW300M270'-9 1/8" (OVERALL - BRICK TO STUD)31'-3 1/8"4'-1"16'-5"19'-7"19'-7"19'-7"16'-5"16'-5"19'-4 1/2"16'-5"19'-7"19'-7"19'-7"30'-8"30'-11 1/2"6'-0"30'-11 1/2"3"30'-5 1/2"3"6'-0"3"30'-5 1/2"3"16'-5"22'-4"19'-7"22'-4"160'-1" (OVERALL - STUD TO BRICK)18'-0"9'-0"6'-9 5/8"5'-11 1/4"51'-11 1/2"1'-0"17'-8"1'-0"10'-8 1/4"9'-6 1/8"5'-9"3A5.232A5.236A5.221A5.238 1/2"35'-4 1/8"233'-2 1/2"1'-6"138'-9 1/2"16'-5"22'-4"19'-7"22'-4"38'-6 1/2"19'-7"91'-5"11'-6 1/8"56'-1 7/8"1'-0"2 8 .5 °18'-11 3/8"6'-6"30'-5 1/2"3"13'-9"4 5/8"20'-0"4 5/8"14'-2 3/8"70'-9"3"30'-5 1/2"3"30'-11 1/2"6'-0"30'-11 1/2"3"30'-5 1/2"3"3'-1"27'-9 1/8"2'-8 3/8"6'-6"2'-4 5/8"28'-0 7/8"3"42'-5 1/8"28'-3 7/8"68'-7 1/2"3"22'-4"22'-4"23'-8 1/2"159'-0"3"22'-4"22'-4"19'-7"22'-4"22'-4"11'-0"26'-5"12'-5"50'-2"67'-11"37'-2 1/2"30'-8 1/2"3"3'-9"5'-5 7/8"21'-2 5/8"6'-6"26'-8 1/2"3'-9"3"2'-11 1/2"11'-11"14'-7 1/4"9'-11"17'-8"10'-10 1/2"3"10'-6 5/8"4'-8 7/8"12'-2"3"17.5°15151A11A11A11A21A11A11A11A11A11A11A11A11A11A11A11A11A11A11A11A11A11A11A11A11B31B31B31B31A11B31B31D11A11B31B31B31B37 5/8"17'-3 3/8"3"18'-11 3/8"7 5/8"7 5/8"18'-11 3/8"15'-9 3/8"7 5/8"9'-4 7/8"8'-8 3/8"7 5/8"7 5/8"18'-11 3/8"3'-5 3/8"7 5/8"7 5/8"7 5/8"21'-8 3/8"4'-10 5/8"18'-6 7/8"3"6A5.23ELEVATORLOBBY2A12D12D1FILTEREDWATER SINK1E12K12K22E1A7.1622A1.022A1.021.PROVIDE A BROOM FINISH AT ALL SLOPED CONCRETE SURFACES. ALL FLAT CORRIDOR SURFACESTO BE TROWELED SMOOTH AND SEALED.2.ALL ACCESSIBLE ENTRANCES SHALL HAVE NO MORE THAN A 2% SLOPE FOR A DISTANCE OF 60"PERPENDICULAR TO THE DOOR.3.ALL EXTERIOR COMMON USE DOOR THRESHOLDS TO BE ACCESSIBLE. REF A2.01 FOR TYPICAL DOORTHRESHOLD FOR COMMON AREAS.4.NOTES, DIMENSIONS, AND TAGS ARE INCLUDED ON THE ENLARGED A4.00s PLANS. REFER TO A8.00SHEETS FOR AMENITIES; AND A6.00 SHEETS FOR STAIRS, ELEVATORS, AND TRASH ROOMS.5.FOR UNIT INTERIOR WALL TYPES REFER TO A300s UNIT SHEETS.6.METER, RISER, AND TELECOM ARE LOCATED ON THE BUILDING PLANS FOR REFERENCE ONLY. REFERTO CIVIL AND MEP PLANS FOR THE ACTUAL METER AND EQUIPMENT SIZE AND LOCATION.7.A MINIMUM RATED 1A:10B:C FIRE EXTINGUISHER TO BE PROVIDED IN EACH UNIT. FIREEXTINGUISHERS ARE TO BE LOCATED EVERY 75' IN CORRIDORS. MAXIMUM TRAVEL DISTANCE TOEXTINGUISHER.8.NOT USED9.CONTROL JOINTS SHOULD BE SPACED IN GYPSUM WALL BOARD TO LIMIT EXPANSES TO 30'MAXIMUM. CONTROL JOINTS ARE RECOMMENDED AT DOOR JAMBS, EXTENDING FROM DOOR HEADTO CEILING. CEILING GYPSUM BOARD CONTROL JOINTS SHOULD LIMIT THE CEILING AREA TO 2,500 SFMAX. AND 50' IN EITHER DIRECTION. CONTROL JOINTS SHOULD BE INSTALLED WHERE THERE IS ACHANGE IN DIRECTION IN CEILING FRAMING, FURRING OR SPACE CONTROL JOINTS AT THE CEILINGAND WALL PER THE MANUFACTURER'S RECOMMENDED INSTALLATION GUIDELINES. CEILING ANDWALL CONTROL JOINTS ARE TO ALIGN AT ALL INTERSECTIONS WHERE APPLICABLE TO FORM ACONTINUOUS CONTROL JOINT. ENSURE THAT CONTROL JOINTS ARE LOCATED AT STRUCTURALCONSTRUCTION JOINTS AND AT THE TOP AND BOTTOM OF ALL INTERIOR RAMPS.10.NOT USED11.REFER TO SHEET A4.09 FOR ROOF NOTES AND LEGENDSGENERAL BLDG NOTESSYMBOL LEGEND - FLOOR PLANSGRID LINE REF. TAGAX.XX1SIMDETAIL / ENLARGEDPLAN CALLOUT TAG01tWINDOW / STOREFRONTTAG; REF. A2.02101COMMON AREA DOORTAG; REF. A2.011AX.XXSIM1/ A101BUILDING SECTION TAGSIM1AX.XXWALL / DETAILSECTION TAGEXTERIORELEVATION TAGXXPARTITION WALL TAG;REF. A1.05SEMI-RECESSED FIREEXTINGUISHER (WOOD FRAMEWALLS), CABINETS MAX. 5'-0"A.F.F. TO TOP OF CABINET, MAX.75 FT. TRAVEL DISTANCE-LEADING EDGE MUST BEBELOW 27"FECFLOOR DRAINLOCATIONS; REF. MEPFOR SIZE AND DETAILSCAST-IN-PLACECONCRETE WALLFINISH FLOORELEVATION; REF. CIVILROOMROOM NAME TAGUNIT A#AX.XX0000UNIT TYPESHEET CALLOUTADDRESS NUMBER100'-0"DOOR MANEUVERINGCLEARANCE; REF. A1.03& A1.04CMU WALLPROPERTY LINE3 HR FIREWALL2 HR FIRE BARRIER1 HR FIRE BARRIER1 HR FIRE PARTITION ATCORRIDOR & UNITSEPERATIONSETBACK LINEEXTERIOR BRICK VENEER;7 5/8" LEDGECOLD-FORMED MTL FRAMED(CFMF) LOADBEARING WALLINSULATED WALLFDISSUE FOR PRICING / BIDDING:DRAWN BY:AOR:The architectural works depictedherein are the sole property ofHumphreys & Partners UrbanArchitecture, L.P. and may not beconstructed or used without its expresswritten permission. No permission tomodify or reproduce any of thearchitectural works, including withoutlimitation the e construction of anybuilding, is expressed or should beimplied from delivery of preliminarydrawings or unsealed constructiondrawings. Permission to construct thebuilding depicted in sealedconstruction drawings is expresslyconditioned on the full and timelypayment of all fees otherwise dueHumphreys & Partners Architects, L.P.and, in the absence of any writtenagreement to the contrary, is limited toa one-time use One he site indicatedon these plans.HUMPHREYS & PARTNERSURBAN ARCHITECTURE, L.P.5339 ALPHA ROAD * SUITE 300* DALLAS, TX 75240T: (972) 701-9636 F: (972) 701-9639DALLAS * NEWPORT BEACH * NEW ORLEANS *ORLANDO * CHENNAI * MONTEVIDEOCopyright 2017 - Humphreys & Partners Urban Architecture, L.P.All Rights ReservedISSUE FOR PERMIT APPLICATION:ISSUE FOR CONSTRUCTION:DESIGNED BY:PLOT DATEwww.humphreys.comSHEET CONTENTSSHEET NUMBERSCALE--- 1/8" = 1'-0"A4.03FLOOR PLAN -LEVEL 03NEWMAN DEVELOPMENT GROUPCITY CENTREBH16077PERMIT ISSUE (07/10/2017)SBMCITHACA, NY07/10/201707/10/2017 1/8" = 1'-0"1LEVEL 03 - BUILDING FLOOR PLANREVISION SCHEDULENO: DATE: DESCRIPTION: TFECFEC1A56810CDGA.1B.1C.1D.1E.1E.81.13.14.16.18.C7.D7.A6.C1.D2.C3.A3.D4.BE.3H.2K.1K.1J.3H.4G.69.C8.B6.D6.B5.C4.C3.C1/ A4.55F.6G.4G.23.BL.1H.8H.91/ A4.522/ A4.541/ A4.541 / A 4 .5 6 1 / A 4 .5 31/ A4.518.F8.D2/ A4.532/ A4.522A5.012A5.011A5.011A5.011A5.021A5.022A5.022A5.025A5.233A5.023A5.021/ A4.57UNIT B7A3.27424UNIT E1-Alt1A3.10422UNIT A1A3.11420UNIT A1A3.11418UNIT A1A3.11416UNIT E1A3.10414UNIT E1A3.10412UNIT E1A3.10410UNIT A1A3.11408UNIT A1A3.11406UNIT A1A3.11404UNIT B3A3.23402UNIT A5A3.15401UNIT A2A3.12405UNIT A2A3.12407UNIT A1A3.11409UNIT A2A3.12411UNIT A2-Alt1A3.12415UNIT B6A3.26419UNIT B5A3.25429UNIT A2-Alt1A3.12431UNIT A2A3.12433UNIT B2A3.22435UNIT B1A3.21434UNIT A2-Alt2A3.12432UNIT A1A3.11430UNIT A2A3.12428UNIT E1-Alt1A3.104261A5.212A5.213A5.214A5.215A5.216A5.211A5.222A5.223A5.224A5.225A5.221A5.112A5.114A5.113A5.11-ELEV.2-ELEV.1401MSTORAGE400CORRIDOR400CORRIDOR403MELEC. / TELE.-SHAFT404MTRASH-STAIR 2-STAIR 1402MSTORAGE4A5.23402MS4-1401M403M404MS4-21B12A12A12A12A12A52A12A12A12A12A12A12A12A12A12A12A12A12B11A11A11A11A12A12A12A12A12A12A12A12B12B12A12A12A52A52A12A12A12A12A12A12A12A12A12B12B12A12A12A23C22A22A22H12D12A12A12A12B12B12A13C22B12A12A12B22H12G12G12H12D11J12H12H11B31B31B31B31B31A11B31B31B31A11A11B31B31B31B31B31B31B31B31B31B31B31B31B31B32A12A11C11C11C11C11C1A1A1A1A1A1A1A1A1A1A4A1A1A1A2A1A2A1A1A1A1A1A1A1A1A1A1A1A1A3S916161616161616161616161616161616161616161616161616151515S26S26S26S261 9 .5 ° 15.6°15.6°15.6°15.6°36.6°400M3A5.232A5.236A5.221A5.231A11A11A21A11A11A11A11A11A11A11A11A11A11A11A11A11A11A11A11A11B31B31B31B31A11B31B31D11A11B31B31B31B31A11A11A11A11A11A16A5.23ELEVATORLOBBYFILTEREDWATER SINK270'-9 1/8" (OVERALL - BRICK TO STUD)31'-3 1/8"4'-1"16'-5"19'-7"19'-7"19'-7"16'-5"16'-5"19'-4 1/2"16'-5"19'-7"19'-7"19'-7"30'-8"30'-11 1/2"6'-0"30'-11 1/2"3"30'-5 1/2"3"6'-0"3"30'-5 1/2"3"16'-5"22'-4"19'-7"22'-4"160'-1" (OVERALL - STUD TO BRICK)18'-0"9'-0"6'-9 5/8"5'-11 1/4"51'-11 1/2"1'-0"17'-8"1'-0"10'-8 1/4"9'-6 1/8"1'-6"29'-0 1/8"5'-9"8 1/2"35'-4 1/8"233'-2 1/2"1'-6"138'-9 1/2"16'-5"22'-4"19'-7"22'-4"38'-6 1/2"19'-7"91'-5"11'-6 1/8"56'-1 7/8"1'-0"18'-11 3/8"6'-6"30'-5 1/2"3"13'-9"4 5/8"20'-0"4 5/8"14'-2 3/8"70'-9"3"30'-5 1/2"3"30'-11 1/2"6'-0"30'-11 1/2"3"30'-5 1/2"3"3'-1"27'-9 1/8"2'-8 3/8"6'-6"2'-4 5/8"28'-0 7/8"3"42'-5 1/8"28'-3 7/8"68'-7 1/2"3"22'-4"22'-4"23'-8 1/2"159'-0"3"22'-4"22'-4"19'-7"22'-4"22'-4"11'-0"26'-5"12'-5"50'-2"67'-11"37'-2 1/2"30'-8 1/2"3"3'-9"5'-5 7/8"21'-2 5/8"6'-6"26'-8 1/2"3'-9"3"29'-5 3/4"9'-11"17'-8"10'-10 1/2"3"10'-6 5/8"4'-8 7/8"12'-2"3"7 5/8"17'-3 3/8"3"18'-11 3/8"7 5/8"7 5/8"6'-10 3/8"12'-1"12'-1"7'-3"3"12'-1"7'-6"15'-9 3/8"7 5/8"9'-4 7/8"8'-8 3/8"7 5/8"7 5/8"18'-11 3/8"12'-1"7'-6"3'-5 3/8"7 5/8"7 5/8"7 5/8"21'-8 3/8"4'-10 5/8"18'-6 7/8"3"9'-2"13'-2"6"8'-8"13'-2"6"18'-7"6"13'-2"9'-2"9'-2"13'-2"6"10'-6"A19'-2"13'-2"13'-2"9'-2"7"22'-11 1/2"3'-0 1/2"3'-7 1/8"8'-4 3/8"7'-3"12'-4"2A1.022A1.021.PROVIDE A BROOM FINISH AT ALL SLOPED CONCRETE SURFACES. ALL FLAT CORRIDOR SURFACESTO BE TROWELED SMOOTH AND SEALED.2.ALL ACCESSIBLE ENTRANCES SHALL HAVE NO MORE THAN A 2% SLOPE FOR A DISTANCE OF 60"PERPENDICULAR TO THE DOOR.3.ALL EXTERIOR COMMON USE DOOR THRESHOLDS TO BE ACCESSIBLE. REF A2.01 FOR TYPICAL DOORTHRESHOLD FOR COMMON AREAS.4.NOTES, DIMENSIONS, AND TAGS ARE INCLUDED ON THE ENLARGED A4.00s PLANS. REFER TO A8.00SHEETS FOR AMENITIES; AND A6.00 SHEETS FOR STAIRS, ELEVATORS, AND TRASH ROOMS.5.FOR UNIT INTERIOR WALL TYPES REFER TO A300s UNIT SHEETS.6.METER, RISER, AND TELECOM ARE LOCATED ON THE BUILDING PLANS FOR REFERENCE ONLY. REFERTO CIVIL AND MEP PLANS FOR THE ACTUAL METER AND EQUIPMENT SIZE AND LOCATION.7.A MINIMUM RATED 1A:10B:C FIRE EXTINGUISHER TO BE PROVIDED IN EACH UNIT. FIREEXTINGUISHERS ARE TO BE LOCATED EVERY 75' IN CORRIDORS. MAXIMUM TRAVEL DISTANCE TOEXTINGUISHER.8.NOT USED9.CONTROL JOINTS SHOULD BE SPACED IN GYPSUM WALL BOARD TO LIMIT EXPANSES TO 30'MAXIMUM. CONTROL JOINTS ARE RECOMMENDED AT DOOR JAMBS, EXTENDING FROM DOOR HEADTO CEILING. CEILING GYPSUM BOARD CONTROL JOINTS SHOULD LIMIT THE CEILING AREA TO 2,500 SFMAX. AND 50' IN EITHER DIRECTION. CONTROL JOINTS SHOULD BE INSTALLED WHERE THERE IS ACHANGE IN DIRECTION IN CEILING FRAMING, FURRING OR SPACE CONTROL JOINTS AT THE CEILINGAND WALL PER THE MANUFACTURER'S RECOMMENDED INSTALLATION GUIDELINES. CEILING ANDWALL CONTROL JOINTS ARE TO ALIGN AT ALL INTERSECTIONS WHERE APPLICABLE TO FORM ACONTINUOUS CONTROL JOINT. ENSURE THAT CONTROL JOINTS ARE LOCATED AT STRUCTURALCONSTRUCTION JOINTS AND AT THE TOP AND BOTTOM OF ALL INTERIOR RAMPS.10.NOT USED11.REFER TO SHEET A4.09 FOR ROOF NOTES AND LEGENDSGENERAL BLDG NOTESSYMBOL LEGEND - FLOOR PLANSGRID LINE REF. TAGAX.XX1SIMDETAIL / ENLARGEDPLAN CALLOUT TAG01tWINDOW / STOREFRONTTAG; REF. A2.02101COMMON AREA DOORTAG; REF. A2.011AX.XXSIM1/ A101BUILDING SECTION TAGSIM1AX.XXWALL / DETAILSECTION TAGEXTERIORELEVATION TAGXXPARTITION WALL TAG;REF. A1.05SEMI-RECESSED FIREEXTINGUISHER (WOOD FRAMEWALLS), CABINETS MAX. 5'-0"A.F.F. TO TOP OF CABINET, MAX.75 FT. TRAVEL DISTANCE-LEADING EDGE MUST BEBELOW 27"FECFLOOR DRAINLOCATIONS; REF. MEPFOR SIZE AND DETAILSCAST-IN-PLACECONCRETE WALLFINISH FLOORELEVATION; REF. CIVILROOMROOM NAME TAGUNIT A#AX.XX0000UNIT TYPESHEET CALLOUTADDRESS NUMBER100'-0"DOOR MANEUVERINGCLEARANCE; REF. A1.03& A1.04CMU WALLPROPERTY LINE3 HR FIREWALL2 HR FIRE BARRIER1 HR FIRE BARRIER1 HR FIRE PARTITION ATCORRIDOR & UNITSEPERATIONSETBACK LINEEXTERIOR BRICK VENEER;7 5/8" LEDGECOLD-FORMED MTL FRAMED(CFMF) LOADBEARING WALLINSULATED WALLFDISSUE FOR PRICING / BIDDING:DRAWN BY:AOR:The architectural works depictedherein are the sole property ofHumphreys & Partners UrbanArchitecture, L.P. and may not beconstructed or used without its expresswritten permission. No permission tomodify or reproduce any of thearchitectural works, including withoutlimitation the e construction of anybuilding, is expressed or should beimplied from delivery of preliminarydrawings or unsealed constructiondrawings. Permission to construct thebuilding depicted in sealedconstruction drawings is expresslyconditioned on the full and timelypayment of all fees otherwise dueHumphreys & Partners Architects, L.P.and, in the absence of any writtenagreement to the contrary, is limited toa one-time use One he site indicatedon these plans.HUMPHREYS & PARTNERSURBAN ARCHITECTURE, L.P.5339 ALPHA ROAD * SUITE 300* DALLAS, TX 75240T: (972) 701-9636 F: (972) 701-9639DALLAS * NEWPORT BEACH * NEW ORLEANS *ORLANDO * CHENNAI * MONTEVIDEOCopyright 2017 - Humphreys & Partners Urban Architecture, L.P.All Rights ReservedISSUE FOR PERMIT APPLICATION:ISSUE FOR CONSTRUCTION:DESIGNED BY:PLOT DATEwww.humphreys.comSHEET CONTENTSSHEET NUMBERSCALE--- 1/8" = 1'-0"A4.04FLOOR PLAN -LEVEL 04NEWMAN DEVELOPMENT GROUPCITY CENTREBH16077PERMIT ISSUE (07/10/2017)SBMCITHACA, NY07/10/201707/10/2017 1/8" = 1'-0"1LEVEL 04 - BUILDING FLOOR PLANREVISION SCHEDULENO: DATE: DESCRIPTION: TFECFEC1A566881010CDGA.1B.1C.1D.1E.1E.81.13.14.16.18.C7.D7.A6.C1.D2.C3.A3.D4.BE.3H.2K.1K.1J.3H.4G.69.C8.B6.D6.B5.C4.C3.C1/ A4.55F.6G.4G.23.BL.1H.8H.91/ A4.522/ A4.541/ A4.541 / A 4 .5 6 1 / A 4 .5 31/ A4.518.F8.D2/ A4.532/ A4.522A5.012A5.011A5.011A5.011A5.021A5.022A5.022A5.025A5.233A5.023A5.021/ A4.57UNIT E1-Alt1A3.10522UNIT A1A3.11520UNIT A1A3.11518UNIT A1A3.11516UNIT E1A3.10514UNIT E1A3.10512UNIT E1A3.10510UNIT A1A3.11508UNIT A1A3.11506UNIT A1A3.11504UNIT B3A3.23502UNIT A5A3.15501UNIT A2A3.12505UNIT A2A3.12507UNIT A1A3.11509UNIT A2A3.12511UNIT A2-Alt1A3.12515UNIT B6A3.26519UNIT B5A3.25529UNIT A2-Alt1A3.12531UNIT A2A3.12533UNIT B2A3.22535UNIT B1A3.21534UNIT A2-Alt2A3.12532UNIT A1A3.11530UNIT A2A3.12528UNIT E1-Alt1A3.10526UNIT B7A3.275241A5.212A5.213A5.214A5.215A5.216A5.211A5.222A5.223A5.224A5.225A5.221A5.112A5.114A5.113A5.11-ELEV.2-ELEV.1501MMECH.500CORRIDOR504MTRASH-STAIR 2500CORRIDOR503MELEC. / TELE.-SHAFT502MSTORAGE-STAIR 1HW TANK;REF. PLUMB.4A5.23501M502MS5-1503M504MS5-21A11B12A12A12A12A12A52A12A12A12A12A12A12A12A12A12A12A12A12B11A11A21A11A11A11A11A12A12A12A12A12A12A12A12B12B12A12A12A52A52A12A12A12A12A12A12A12A12A12B12B12A12A12A23C22A22A22H12D12A12A12A12B12B11A11A11A11A11A11A11A11A11A11A11A11A12A13C22B12A12A12B21A11A11A11A12H12G12G12H12D11B31B31J11B31B31A11B31B32H12H11D11A11B31B31B31B31B31B31B31A11B31B31A11B31B31B31A11A11B31B31B31B31B31B31B31B31B31B31A11A11B31A11A11A11B31B31B32A12A11C11C11C11C11C116161616161616161616161616161615151616161616151616161616A1A1A1A1A1A1A1A1A1A4A1A1A1A2A1A2A1A1A1A1A1A1A1A1A1A1A1A1A3S9S26S26S26S26500M3A5.232A5.236A5.221A5.236A5.23ELEVATORLOBBYFILTEREDWATER SINK270'-9 1/8" (OVERALL - BRICK TO STUD)31'-3 1/8"4'-1"16'-5"19'-7"19'-7"19'-7"16'-5"16'-5"19'-4 1/2"16'-5"19'-7"19'-7"19'-7"30'-8"30'-11 1/2"6'-0"30'-11 1/2"3"30'-5 1/2"3"6'-0"3"30'-5 1/2"3"16'-5"22'-4"19'-7"22'-4"160'-1" (OVERALL - STUD TO BRICK)18'-0"9'-0"6'-9 5/8"5'-11 1/4"51'-11 1/2"1'-0"17'-8"1'-0"10'-8 1/4"9'-6 1/8"1'-6"29'-0 1/8"5'-9"8 1/2"35'-4 1/8"233'-2 1/2"1'-6"138'-9 1/2"16'-5"22'-4"19'-7"22'-4"38'-6 1/2"19'-7"91'-5"11'-6 1/8"56'-1 7/8"1'-0"18'-11 3/8"6'-6"30'-5 1/2"3"13'-9"4 5/8"20'-0"4 5/8"14'-2 3/8"70'-9"3"30'-5 1/2"3"30'-11 1/2"6'-0"30'-11 1/2"3"30'-5 1/2"3"3'-1"27'-9 1/8"2'-8 3/8"6'-6"2'-4 5/8"28'-0 7/8"3"42'-5 1/8"28'-3 7/8"68'-7 1/2"3"22'-4"22'-4"23'-8 1/2"159'-0"3"22'-4"22'-4"19'-7"22'-4"22'-4"11'-0"26'-5"12'-5"50'-2"67'-11"37'-2 1/2"30'-8 1/2"3"3'-9"5'-5 7/8"21'-2 5/8"6'-6"26'-8 1/2"3'-9"3"29'-5 3/4"9'-11"17'-8"10'-10 1/2"3"10'-6 5/8"4'-8 7/8"12'-2"3"7 5/8"17'-3 3/8"3"18'-11 3/8"7 5/8"7 5/8"6'-10 3/8"12'-1"12'-1"7'-3"3"12'-1"7'-6"15'-9 3/8"7 5/8"9'-4 7/8"8'-8 3/8"7 5/8"7 5/8"18'-11 3/8"12'-1"7'-6"3'-5 3/8"7 5/8"7 5/8"7 5/8"21'-8 3/8"4'-10 5/8"18'-6 7/8"3"9'-2"13'-2"6"8'-8"13'-2"6"18'-7"6"13'-2"9'-2"9'-2"13'-2"6"10'-6"9'-2"13'-2"13'-2"9'-2"7"22'-11 1/2"3'-0 1/2"3'-7 1/8"8'-4 3/8"7'-3"12'-4"2A1.022A1.021.PROVIDE A BROOM FINISH AT ALL SLOPED CONCRETE SURFACES. ALL FLAT CORRIDOR SURFACESTO BE TROWELED SMOOTH AND SEALED.2.ALL ACCESSIBLE ENTRANCES SHALL HAVE NO MORE THAN A 2% SLOPE FOR A DISTANCE OF 60"PERPENDICULAR TO THE DOOR.3.ALL EXTERIOR COMMON USE DOOR THRESHOLDS TO BE ACCESSIBLE. REF A2.01 FOR TYPICAL DOORTHRESHOLD FOR COMMON AREAS.4.NOTES, DIMENSIONS, AND TAGS ARE INCLUDED ON THE ENLARGED A4.00s PLANS. REFER TO A8.00SHEETS FOR AMENITIES; AND A6.00 SHEETS FOR STAIRS, ELEVATORS, AND TRASH ROOMS.5.FOR UNIT INTERIOR WALL TYPES REFER TO A300s UNIT SHEETS.6.METER, RISER, AND TELECOM ARE LOCATED ON THE BUILDING PLANS FOR REFERENCE ONLY. REFERTO CIVIL AND MEP PLANS FOR THE ACTUAL METER AND EQUIPMENT SIZE AND LOCATION.7.A MINIMUM RATED 1A:10B:C FIRE EXTINGUISHER TO BE PROVIDED IN EACH UNIT. FIREEXTINGUISHERS ARE TO BE LOCATED EVERY 75' IN CORRIDORS. MAXIMUM TRAVEL DISTANCE TOEXTINGUISHER.8.NOT USED9.CONTROL JOINTS SHOULD BE SPACED IN GYPSUM WALL BOARD TO LIMIT EXPANSES TO 30'MAXIMUM. CONTROL JOINTS ARE RECOMMENDED AT DOOR JAMBS, EXTENDING FROM DOOR HEADTO CEILING. CEILING GYPSUM BOARD CONTROL JOINTS SHOULD LIMIT THE CEILING AREA TO 2,500 SFMAX. AND 50' IN EITHER DIRECTION. CONTROL JOINTS SHOULD BE INSTALLED WHERE THERE IS ACHANGE IN DIRECTION IN CEILING FRAMING, FURRING OR SPACE CONTROL JOINTS AT THE CEILINGAND WALL PER THE MANUFACTURER'S RECOMMENDED INSTALLATION GUIDELINES. CEILING ANDWALL CONTROL JOINTS ARE TO ALIGN AT ALL INTERSECTIONS WHERE APPLICABLE TO FORM ACONTINUOUS CONTROL JOINT. ENSURE THAT CONTROL JOINTS ARE LOCATED AT STRUCTURALCONSTRUCTION JOINTS AND AT THE TOP AND BOTTOM OF ALL INTERIOR RAMPS.10.NOT USED11.REFER TO SHEET A4.09 FOR ROOF NOTES AND LEGENDSGENERAL BLDG NOTESSYMBOL LEGEND - FLOOR PLANSGRID LINE REF. TAGAX.XX1SIMDETAIL / ENLARGEDPLAN CALLOUT TAG01tWINDOW / STOREFRONTTAG; REF. A2.02101COMMON AREA DOORTAG; REF. A2.011AX.XXSIM1/ A101BUILDING SECTION TAGSIM1AX.XXWALL / DETAILSECTION TAGEXTERIORELEVATION TAGXXPARTITION WALL TAG;REF. A1.05SEMI-RECESSED FIREEXTINGUISHER (WOOD FRAMEWALLS), CABINETS MAX. 5'-0"A.F.F. TO TOP OF CABINET, MAX.75 FT. TRAVEL DISTANCE-LEADING EDGE MUST BEBELOW 27"FECFLOOR DRAINLOCATIONS; REF. MEPFOR SIZE AND DETAILSCAST-IN-PLACECONCRETE WALLFINISH FLOORELEVATION; REF. CIVILROOMROOM NAME TAGUNIT A#AX.XX0000UNIT TYPESHEET CALLOUTADDRESS NUMBER100'-0"DOOR MANEUVERINGCLEARANCE; REF. A1.03& A1.04CMU WALLPROPERTY LINE3 HR FIREWALL2 HR FIRE BARRIER1 HR FIRE BARRIER1 HR FIRE PARTITION ATCORRIDOR & UNITSEPERATIONSETBACK LINEEXTERIOR BRICK VENEER;7 5/8" LEDGECOLD-FORMED MTL FRAMED(CFMF) LOADBEARING WALLINSULATED WALLFDISSUE FOR PRICING / BIDDING:DRAWN BY:AOR:The architectural works depictedherein are the sole property ofHumphreys & Partners UrbanArchitecture, L.P. and may not beconstructed or used without its expresswritten permission. No permission tomodify or reproduce any of thearchitectural works, including withoutlimitation the e construction of anybuilding, is expressed or should beimplied from delivery of preliminarydrawings or unsealed constructiondrawings. Permission to construct thebuilding depicted in sealedconstruction drawings is expresslyconditioned on the full and timelypayment of all fees otherwise dueHumphreys & Partners Architects, L.P.and, in the absence of any writtenagreement to the contrary, is limited toa one-time use One he site indicatedon these plans.HUMPHREYS & PARTNERSURBAN ARCHITECTURE, L.P.5339 ALPHA ROAD * SUITE 300* DALLAS, TX 75240T: (972) 701-9636 F: (972) 701-9639DALLAS * NEWPORT BEACH * NEW ORLEANS *ORLANDO * CHENNAI * MONTEVIDEOCopyright 2017 - Humphreys & Partners Urban Architecture, L.P.All Rights ReservedISSUE FOR PERMIT APPLICATION:ISSUE FOR CONSTRUCTION:DESIGNED BY:PLOT DATEwww.humphreys.comSHEET CONTENTSSHEET NUMBERSCALE--- 1/8" = 1'-0"A4.05FLOOR PLAN -LEVEL 05NEWMAN DEVELOPMENT GROUPCITY CENTREBH16077PERMIT ISSUE (07/10/2017)SBMCITHACA, NY07/10/201707/10/2017 1/8" = 1'-0"1LEVEL 05 - BUILDING FLOOR PLANREVISION SCHEDULENO: DATE: DESCRIPTION: TFECFEC1A56810CDGA.1B.1C.1D.1E.1E.81.13.14.16.18.C7.D7.A6.C1.D2.C3.A3.D4.BE.3H.2K.1K.1J.3H.4G.69.C8.B6.D6.B5.C4.C3.C1/ A4.55F.6G.4G.23.BL.1H.8H.91/ A4.522/ A4.541/ A4.541 / A 4 .5 6 1 / A 4 .5 31/ A4.518.F8.D2/ A4.532/ A4.522A5.012A5.011A5.011A5.011A5.021A5.022A5.022A5.025A5.233A5.023A5.021/ A4.57UNIT B7A3.27624UNIT E1-Alt1A3.10622UNIT A1A3.11620UNIT A1A3.11618UNIT A1A3.11616UNIT E1A3.10614UNIT E1A3.10612UNIT E1A3.10610UNIT A1A3.11608UNIT A1A3.11606UNIT A1A3.11604UNIT B3A3.23602UNIT A5A3.15601UNIT A2A3.12605UNIT A2A3.12607UNIT A1A3.11609UNIT A2A3.12611UNIT A2-Alt1A3.12615UNIT B6A3.26619UNIT B5A3.25629UNIT A2-Alt1A3.12631UNIT A2A3.12633UNIT B2A3.22635UNIT B1A3.21634UNIT A2-Alt2A3.12632UNIT A1A3.11630UNIT A2A3.12628UNIT E1-Alt1A3.106261A5.212A5.213A5.214A5.215A5.216A5.211A5.222A5.223A5.224A5.225A5.221A5.112A5.114A5.113A5.11-ELEV.2-ELEV.1601MJANITOR600CORRIDOR603MELEC. / TELE.-SHAFT604MTRASH-STAIR 2600CORRIDOR602MSTORAGE-STAIR 1MOP SINK4A5.23601M602MS6-1603M604MS6-21A11B12A12A12A12A12A52A12A12A12A12A12A12A12A12A12A12A12A12B11A11A21A11A11A11A11A12A12A12A12A12A12A12A12B12B12A12A12A52A52A12A12A12A12A12A12A12B12B12A12A12A23C22A22A22H12D12A12A12A12B12B11A11A11A11A11A11A11A11A11A11A11A11A12A13C22B12A12A12B21A11A11A11A12H12G12G12H12D11B31B31J11B31B31A11B31B32H12H11D11A11B31B31B31B31B31B31B31A11B31B31A11B31B31B31A11A11B31B31B31B31B31B31B31B31B31B31A11A11B31A11A11A11B31B31B32A12A11C11C11C11C11C116161616161616161616161616161615151616161616151616161616A1A1A1A1A1A1A1A1A1A4A1A1A1A2A1A2A1A1A1A1A1A1A1A1A1A1A1A1A3S9S26S26S26S26FLASHING BELOWFLASHING BELOW600M3A5.232A5.236A5.221A5.236A5.23ELEVATORLOBBYFILTEREDWATER SINK270'-9 1/8" (OVERALL - BRICK TO STUD)31'-3 1/8"4'-1"16'-5"19'-7"19'-7"19'-7"16'-5"16'-5"19'-4 1/2"16'-5"19'-7"19'-7"19'-7"30'-8"30'-11 1/2"6'-0"30'-11 1/2"3"30'-5 1/2"3"6'-0"3"30'-5 1/2"3"16'-5"22'-4"19'-7"22'-4"160'-1" (OVERALL - STUD TO BRICK)18'-0"9'-0"6'-9 5/8"5'-11 1/4"51'-11 1/2"1'-0"17'-8"1'-0"10'-8 1/4"9'-6 1/8"1'-6"29'-0 1/8"5'-9"8 1/2"35'-4 1/8"233'-2 1/2"1'-6"138'-9 1/2"16'-5"22'-4"19'-7"22'-4"38'-6 1/2"19'-7"91'-5"11'-6 1/8"56'-1 7/8"1'-0"18'-11 3/8"6'-6"30'-5 1/2"3"13'-9"4 5/8"20'-0"4 5/8"14'-2 3/8"70'-9"3"30'-5 1/2"3"30'-11 1/2"6'-0"30'-11 1/2"3"30'-5 1/2"3"3'-1"27'-9 1/8"2'-8 3/8"6'-6"2'-4 5/8"28'-0 7/8"3"42'-5 1/8"28'-3 7/8"68'-7 1/2"3"22'-4"22'-4"23'-8 1/2"159'-0"3"22'-4"22'-4"19'-7"22'-4"22'-4"11'-0"26'-5"12'-5"50'-2"67'-11"37'-2 1/2"30'-8 1/2"3"3'-9"5'-5 7/8"21'-2 5/8"6'-6"26'-8 1/2"3'-9"3"29'-5 3/4"9'-11"17'-8"10'-10 1/2"3"10'-6 5/8"4'-8 7/8"12'-2"3"7 5/8"17'-3 3/8"3"18'-11 3/8"7 5/8"7 5/8"6'-10 3/8"12'-1"12'-1"7'-3"3"12'-1"7'-6"15'-9 3/8"7 5/8"9'-4 7/8"8'-8 3/8"7 5/8"7 5/8"18'-11 3/8"12'-1"7'-6"3'-5 3/8"7 5/8"7 5/8"7 5/8"21'-8 3/8"4'-10 5/8"18'-6 7/8"3"9'-2"13'-2"6"8'-8"13'-2"6"18'-7"6"13'-2"9'-2"9'-2"13'-2"6"10'-6"9'-2"13'-2"13'-2"9'-2"7"22'-11 1/2"3'-0 1/2"3'-7 1/8"8'-4 3/8"7'-3"12'-4"2A1.022A1.021.PROVIDE A BROOM FINISH AT ALL SLOPED CONCRETE SURFACES. ALL FLAT CORRIDOR SURFACESTO BE TROWELED SMOOTH AND SEALED.2.ALL ACCESSIBLE ENTRANCES SHALL HAVE NO MORE THAN A 2% SLOPE FOR A DISTANCE OF 60"PERPENDICULAR TO THE DOOR.3.ALL EXTERIOR COMMON USE DOOR THRESHOLDS TO BE ACCESSIBLE. REF A2.01 FOR TYPICAL DOORTHRESHOLD FOR COMMON AREAS.4.NOTES, DIMENSIONS, AND TAGS ARE INCLUDED ON THE ENLARGED A4.00s PLANS. REFER TO A8.00SHEETS FOR AMENITIES; AND A6.00 SHEETS FOR STAIRS, ELEVATORS, AND TRASH ROOMS.5.FOR UNIT INTERIOR WALL TYPES REFER TO A300s UNIT SHEETS.6.METER, RISER, AND TELECOM ARE LOCATED ON THE BUILDING PLANS FOR REFERENCE ONLY. REFERTO CIVIL AND MEP PLANS FOR THE ACTUAL METER AND EQUIPMENT SIZE AND LOCATION.7.A MINIMUM RATED 1A:10B:C FIRE EXTINGUISHER TO BE PROVIDED IN EACH UNIT. FIREEXTINGUISHERS ARE TO BE LOCATED EVERY 75' IN CORRIDORS. MAXIMUM TRAVEL DISTANCE TOEXTINGUISHER.8.NOT USED9.CONTROL JOINTS SHOULD BE SPACED IN GYPSUM WALL BOARD TO LIMIT EXPANSES TO 30'MAXIMUM. CONTROL JOINTS ARE RECOMMENDED AT DOOR JAMBS, EXTENDING FROM DOOR HEADTO CEILING. CEILING GYPSUM BOARD CONTROL JOINTS SHOULD LIMIT THE CEILING AREA TO 2,500 SFMAX. AND 50' IN EITHER DIRECTION. CONTROL JOINTS SHOULD BE INSTALLED WHERE THERE IS ACHANGE IN DIRECTION IN CEILING FRAMING, FURRING OR SPACE CONTROL JOINTS AT THE CEILINGAND WALL PER THE MANUFACTURER'S RECOMMENDED INSTALLATION GUIDELINES. CEILING ANDWALL CONTROL JOINTS ARE TO ALIGN AT ALL INTERSECTIONS WHERE APPLICABLE TO FORM ACONTINUOUS CONTROL JOINT. ENSURE THAT CONTROL JOINTS ARE LOCATED AT STRUCTURALCONSTRUCTION JOINTS AND AT THE TOP AND BOTTOM OF ALL INTERIOR RAMPS.10.NOT USED11.REFER TO SHEET A4.09 FOR ROOF NOTES AND LEGENDSGENERAL BLDG NOTESSYMBOL LEGEND - FLOOR PLANSGRID LINE REF. TAGAX.XX1SIMDETAIL / ENLARGEDPLAN CALLOUT TAG01tWINDOW / STOREFRONTTAG; REF. A2.02101COMMON AREA DOORTAG; REF. A2.011AX.XXSIM1/ A101BUILDING SECTION TAGSIM1AX.XXWALL / DETAILSECTION TAGEXTERIORELEVATION TAGXXPARTITION WALL TAG;REF. A1.05SEMI-RECESSED FIREEXTINGUISHER (WOOD FRAMEWALLS), CABINETS MAX. 5'-0"A.F.F. TO TOP OF CABINET, MAX.75 FT. TRAVEL DISTANCE-LEADING EDGE MUST BEBELOW 27"FECFLOOR DRAINLOCATIONS; REF. MEPFOR SIZE AND DETAILSCAST-IN-PLACECONCRETE WALLFINISH FLOORELEVATION; REF. CIVILROOMROOM NAME TAGUNIT A#AX.XX0000UNIT TYPESHEET CALLOUTADDRESS NUMBER100'-0"DOOR MANEUVERINGCLEARANCE; REF. A1.03& A1.04CMU WALLPROPERTY LINE3 HR FIREWALL2 HR FIRE BARRIER1 HR FIRE BARRIER1 HR FIRE PARTITION ATCORRIDOR & UNITSEPERATIONSETBACK LINEEXTERIOR BRICK VENEER;7 5/8" LEDGECOLD-FORMED MTL FRAMED(CFMF) LOADBEARING WALLINSULATED WALLFDISSUE FOR PRICING / BIDDING:DRAWN BY:AOR:The architectural works depictedherein are the sole property ofHumphreys & Partners UrbanArchitecture, L.P. and may not beconstructed or used without its expresswritten permission. No permission tomodify or reproduce any of thearchitectural works, including withoutlimitation the e construction of anybuilding, is expressed or should beimplied from delivery of preliminarydrawings or unsealed constructiondrawings. Permission to construct thebuilding depicted in sealedconstruction drawings is expresslyconditioned on the full and timelypayment of all fees otherwise dueHumphreys & Partners Architects, L.P.and, in the absence of any writtenagreement to the contrary, is limited toa one-time use One he site indicatedon these plans.HUMPHREYS & PARTNERSURBAN ARCHITECTURE, L.P.5339 ALPHA ROAD * SUITE 300* DALLAS, TX 75240T: (972) 701-9636 F: (972) 701-9639DALLAS * NEWPORT BEACH * NEW ORLEANS *ORLANDO * CHENNAI * MONTEVIDEOCopyright 2017 - Humphreys & Partners Urban Architecture, L.P.All Rights ReservedISSUE FOR PERMIT APPLICATION:ISSUE FOR CONSTRUCTION:DESIGNED BY:PLOT DATEwww.humphreys.comSHEET CONTENTSSHEET NUMBERSCALE--- 1/8" = 1'-0"A4.06FLOOR PLAN -LEVEL 06NEWMAN DEVELOPMENT GROUPCITY CENTREBH16077PERMIT ISSUE (07/10/2017)SBMCITHACA, NY07/10/201707/10/2017 1/8" = 1'-0"1LEVEL 06 - BUILDING FLOOR PLANREVISION SCHEDULENO: DATE: DESCRIPTION: TFECFEC1A56810CDGA.1B.1C.1D.1E.1E.81.13.14.16.18.C7.D7.A6.C1.D2.C3.A3.D4.BE.3H.2K.1K.1J.3H.4G.69.C8.B6.D6.B5.C4.C3.C1/ A4.55F.6G.4G.23.BL.1H.8H.91/ A4.522/ A4.541/ A4.541 / A 4 .5 6 1 / A 4 .5 31/ A4.518.F8.D2/ A4.532/ A4.522A5.012A5.011A5.011A5.011A5.021A5.022A5.022A5.025A5.233A5.023A5.021/ A4.57UNIT B7A3.27724UNIT E1-Alt1A3.10726UNIT A2A3.12728UNIT A1A3.11730UNIT A2-Alt2A3.12732UNIT B1A3.21734UNIT B2A3.22735UNIT A2A3.12733UNIT A2-Alt1A3.12731UNIT B5A3.25729UNIT B6A3.26719UNIT A2-Alt1A3.12715UNIT A2A3.12711UNIT A1A3.11709UNIT A2A3.12707UNIT A2A3.12705UNIT A5A3.15701UNIT A4A3.14702UNIT A1A3.11704UNIT A1A3.11706UNIT A1A3.11708UNIT E1A3.10710UNIT E1A3.10712UNIT E1A3.10714UNIT A1A3.11716UNIT A1A3.11718UNIT A1A3.11720UNIT E1-Alt1A3.107221A5.212A5.213A5.214A5.215A5.216A5.211A5.222A5.223A5.224A5.225A5.221A5.112A5.114A5.113A5.11-ELEV.2-ELEV.1701MSTORAGE702MSTORAGE-STAIR 1700CORRIDOR700CORRIDOR704MTRASH-STAIR 2703MELEC. / TELE.-SHAFT4A5.23701M702MS7-1703M704MS7-21A11B12A12A12A12A12A52A12A12A12A12A12A12A12A12A12A12A12A11A11A21A11A11A12A12A12A12A12A12A12A12B12B12A12A12A52A52A12A12A12A12A12A12A12B12B12A12A12A23C22A22A22H12D12A12A12A12B12B11A11A11A11A11A11A11A11A11A11A11A11A12A13C22B12A12A12B21A11A11A11A12H12G12G12H12D11B31B31B31B31B31A11B31B32H12H11D11A11B31B31B31B31B31B31B31A11A11A11A11B31B31B31B31B31B31B31A11A11B31A11A11A11B31B31B32A12A11B11A11B11B11B11B11B1S26S26S26S26FLASHING BELOWFLASHING BELOWBALCONY OVERCONDITIONED SPACEBI-LEVEL DRAIN161616161616161616161616161616161616161615151616161616A1A1A1A1A1A1A1A1A1A1A1A1A4A1A1A1A2A1A2A1A1A1A3A1A1A1A1A1A1A3S9700MSLOPESLOPE3/ A4.512/ A4.513A5.232A5.236A5.221A5.236A5.23ELEVATORLOBBYFILTEREDWATER SINK270'-9 1/8" (OVERALL - BRICK TO STUD)31'-3 1/8"4'-1"16'-5"19'-7"19'-7"19'-7"16'-5"16'-5"19'-4 1/2"16'-5"19'-7"19'-7"19'-7"30'-8"30'-11 1/2"6'-0"30'-11 1/2"3"30'-5 1/2"3"6'-0"3"30'-5 1/2"3"16'-5"22'-4"19'-7"22'-4"160'-1" (OVERALL - STUD TO BRICK)18'-0"9'-0"6'-9 5/8"5'-11 1/4"51'-11 1/2"1'-0"17'-8"1'-0"10'-8 1/4"9'-6 1/8"1'-6"29'-0 1/8"5'-9"8 1/2"35'-4 1/8"233'-2 1/2"1'-6"138'-9 1/2"16'-5"22'-4"19'-7"22'-4"38'-6 1/2"19'-7"91'-5"11'-6 1/8"56'-1 7/8"1'-0"18'-11 3/8"6'-6"30'-5 1/2"3"13'-9"4 5/8"20'-0"4 5/8"14'-2 3/8"70'-9"3"30'-5 1/2"3"30'-11 1/2"6'-0"30'-11 1/2"3"30'-5 1/2"3"3'-1"27'-9 1/8"2'-8 3/8"6'-6"2'-4 5/8"28'-0 7/8"3"42'-5 1/8"28'-3 7/8"68'-7 1/2"3"22'-4"22'-4"23'-8 1/2"159'-0"3"22'-4"22'-4"19'-7"22'-4"22'-4"11'-0"26'-5"12'-5"50'-2"67'-11"37'-2 1/2"30'-8 1/2"3"21'-2 5/8"6'-6"26'-8 1/2"3'-9"3"29'-5 3/4"9'-11"17'-8"10'-10 1/2"3"10'-6 5/8"4'-8 7/8"12'-2"3"7 5/8"17'-3 3/8"3"18'-11 3/8"7 5/8"7 5/8"6'-10 3/8"12'-1"12'-1"7'-3"3"12'-1"7'-6"15'-9 3/8"7 5/8"9'-4 7/8"8'-8 3/8"7 5/8"7 5/8"18'-11 3/8"12'-1"7'-6"3'-5 3/8"7 5/8"7 5/8"7 5/8"21'-8 3/8"4'-10 5/8"18'-6 7/8"3"9'-2"13'-2"6"8'-8"13'-2"6"18'-7"6"13'-2"9'-2"9'-2"13'-2"6"10'-6"9'-2"13'-2"13'-2"9'-2"7"22'-11 1/2"3'-0 1/2"3'-7 1/8"8'-4 3/8"7'-3"12'-4"2A1.022A1.021.PROVIDE A BROOM FINISH AT ALL SLOPED CONCRETE SURFACES. ALL FLAT CORRIDOR SURFACESTO BE TROWELED SMOOTH AND SEALED.2.ALL ACCESSIBLE ENTRANCES SHALL HAVE NO MORE THAN A 2% SLOPE FOR A DISTANCE OF 60"PERPENDICULAR TO THE DOOR.3.ALL EXTERIOR COMMON USE DOOR THRESHOLDS TO BE ACCESSIBLE. REF A2.01 FOR TYPICAL DOORTHRESHOLD FOR COMMON AREAS.4.NOTES, DIMENSIONS, AND TAGS ARE INCLUDED ON THE ENLARGED A4.00s PLANS. REFER TO A8.00SHEETS FOR AMENITIES; AND A6.00 SHEETS FOR STAIRS, ELEVATORS, AND TRASH ROOMS.5.FOR UNIT INTERIOR WALL TYPES REFER TO A300s UNIT SHEETS.6.METER, RISER, AND TELECOM ARE LOCATED ON THE BUILDING PLANS FOR REFERENCE ONLY. REFERTO CIVIL AND MEP PLANS FOR THE ACTUAL METER AND EQUIPMENT SIZE AND LOCATION.7.A MINIMUM RATED 1A:10B:C FIRE EXTINGUISHER TO BE PROVIDED IN EACH UNIT. FIREEXTINGUISHERS ARE TO BE LOCATED EVERY 75' IN CORRIDORS. MAXIMUM TRAVEL DISTANCE TOEXTINGUISHER.8.NOT USED9.CONTROL JOINTS SHOULD BE SPACED IN GYPSUM WALL BOARD TO LIMIT EXPANSES TO 30'MAXIMUM. CONTROL JOINTS ARE RECOMMENDED AT DOOR JAMBS, EXTENDING FROM DOOR HEADTO CEILING. CEILING GYPSUM BOARD CONTROL JOINTS SHOULD LIMIT THE CEILING AREA TO 2,500 SFMAX. AND 50' IN EITHER DIRECTION. CONTROL JOINTS SHOULD BE INSTALLED WHERE THERE IS ACHANGE IN DIRECTION IN CEILING FRAMING, FURRING OR SPACE CONTROL JOINTS AT THE CEILINGAND WALL PER THE MANUFACTURER'S RECOMMENDED INSTALLATION GUIDELINES. CEILING ANDWALL CONTROL JOINTS ARE TO ALIGN AT ALL INTERSECTIONS WHERE APPLICABLE TO FORM ACONTINUOUS CONTROL JOINT. ENSURE THAT CONTROL JOINTS ARE LOCATED AT STRUCTURALCONSTRUCTION JOINTS AND AT THE TOP AND BOTTOM OF ALL INTERIOR RAMPS.10.NOT USED11.REFER TO SHEET A4.09 FOR ROOF NOTES AND LEGENDSGENERAL BLDG NOTESSYMBOL LEGEND - FLOOR PLANSGRID LINE REF. TAGAX.XX1SIMDETAIL / ENLARGEDPLAN CALLOUT TAG01tWINDOW / STOREFRONTTAG; REF. A2.02101COMMON AREA DOORTAG; REF. A2.011AX.XXSIM1/ A101BUILDING SECTION TAGSIM1AX.XXWALL / DETAILSECTION TAGEXTERIORELEVATION TAGXXPARTITION WALL TAG;REF. A1.05SEMI-RECESSED FIREEXTINGUISHER (WOOD FRAMEWALLS), CABINETS MAX. 5'-0"A.F.F. TO TOP OF CABINET, MAX.75 FT. TRAVEL DISTANCE-LEADING EDGE MUST BEBELOW 27"FECFLOOR DRAINLOCATIONS; REF. MEPFOR SIZE AND DETAILSCAST-IN-PLACECONCRETE WALLFINISH FLOORELEVATION; REF. CIVILROOMROOM NAME TAGUNIT A#AX.XX0000UNIT TYPESHEET CALLOUTADDRESS NUMBER100'-0"DOOR MANEUVERINGCLEARANCE; REF. A1.03& A1.04CMU WALLPROPERTY LINE3 HR FIREWALL2 HR FIRE BARRIER1 HR FIRE BARRIER1 HR FIRE PARTITION ATCORRIDOR & UNITSEPERATIONSETBACK LINEEXTERIOR BRICK VENEER;7 5/8" LEDGECOLD-FORMED MTL FRAMED(CFMF) LOADBEARING WALLINSULATED WALLFDISSUE FOR PRICING / BIDDING:DRAWN BY:AOR:The architectural works depictedherein are the sole property ofHumphreys & Partners UrbanArchitecture, L.P. and may not beconstructed or used without its expresswritten permission. No permission tomodify or reproduce any of thearchitectural works, including withoutlimitation the e construction of anybuilding, is expressed or should beimplied from delivery of preliminarydrawings or unsealed constructiondrawings. Permission to construct thebuilding depicted in sealedconstruction drawings is expresslyconditioned on the full and timelypayment of all fees otherwise dueHumphreys & Partners Architects, L.P.and, in the absence of any writtenagreement to the contrary, is limited toa one-time use One he site indicatedon these plans.HUMPHREYS & PARTNERSURBAN ARCHITECTURE, L.P.5339 ALPHA ROAD * SUITE 300* DALLAS, TX 75240T: (972) 701-9636 F: (972) 701-9639DALLAS * NEWPORT BEACH * NEW ORLEANS *ORLANDO * CHENNAI * MONTEVIDEOCopyright 2017 - Humphreys & Partners Urban Architecture, L.P.All Rights ReservedISSUE FOR PERMIT APPLICATION:ISSUE FOR CONSTRUCTION:DESIGNED BY:PLOT DATEwww.humphreys.comSHEET CONTENTSSHEET NUMBERSCALE--- 1/8" = 1'-0"A4.07FLOOR PLAN -LEVEL 07NEWMAN DEVELOPMENT GROUPCITY CENTREBH16077PERMIT ISSUE (07/10/2017)SBMCITHACA, NY07/10/201707/10/2017 1/8" = 1'-0"1LEVEL 07 - BUILDING FLOOR PLANREVISION SCHEDULENO: DATE: DESCRIPTION: TTTTTTTTTTTTFECFECHANOVER PAVERSCHARCOAL1A56810CDGA.1B.1C.1D.1E.1E.81.13.14.16.18.C7.D7.A6.C1.D2.C3.A3.D4.BE.3H.2K.1K.1J.3H.4G.69.C8.B6.D6.B5.C4.C3.C1/ A4.55F.6G.4G.23.BL.1H.8H.91/ A4.522/ A4.541/ A4.541 / A 4 .5 6 1 / A 4 .5 31/ A4.518.F8.D2/ A4.532/ A4.52A6.125A6.115A6.214A4.08a12A5.012A5.011A5.011A5.011A5.021A5.022A5.022A5.025A5.233A5.023A5.023/ A4.572/ A4.571/ A4.57UNIT E1A3.10822UNIT A3A3.13820UNIT A3A3.13816UNIT A6A3.16812UNIT E1A3.10810UNIT A3A3.13806UNIT A3A3.13804UNIT A4A3.14802UNIT A5A3.15801UNIT A2A3.12805UNIT A2A3.12807UNIT A1A3.11809UNIT A2A3.12811UNIT A2-Alt1A3.12815UNIT B6A3.26819UNIT B5A3.25829UNIT A2-Alt1A3.12831UNIT A2A3.12833UNIT B2A3.22835UNIT B1A3.21834UNIT A2-Alt2A3.12832UNIT A1A3.11830UNIT A2A3.12828UNIT E1A3.108261A5.212A5.213A5.214A5.215A5.216A5.211A5.222A5.223A5.224A5.225A5.221A5.112A5.114A5.113A5.11805MEXT. PATIO-ELEV.2-ELEV.1801MJANITOR800CORRIDOR803MELEC. / TELE.804MTRASH-STAIR 2-STAIR 1802MSTORAGE800CORRIDORMOP SINK4A5.23802MS8-1801M803M805MS8-2804M1A11B12A12A12A52A12A12A12A12A12A12A11A11A21A12A12A12A12A12A12A12A12B12B12A12A12A52A52A12A12A12A12A12A12A12B12B12A12A12A23C22A22A22H12D12A12A12A12B12B11A11A11A11A11A11A11A11A11A11A11A11A12A13C22B12A12A12B21A11A11A11A12H12G12G12H12D11B31B31B31B31A11B31B32H12H11D11A11B31B31B31B31B31B31B31A11B31B31B31B31B31B31B31A11A11B31A11A11A11B31B31B32A11B11A12B11A11B21B21B11B11B11B11B21B21B21A11B11A11A11A11B1FLASHING BELOWFLASHING BELOW1616161616161616161616161615151616161616A1A1A1A1A1A1A4A1A1A1A2A1A2A1A1A1A3A1A1A1A1A1A1A3S9800MBI-LEVEL DRAINBI-LEVEL DRAINBI-LEVEL DRAINBALCONY OVERCONDITIONED SPACEBI-LEVEL DRAINBI-LEVEL DRAINBALCONY OVERCONDITIONED SPACESLOPESLOPESLOPESLOPESLOPESLOPESLOPESLOPESLOPESLOPESLOPESLOPESLOPESLOPESLOPESLOPESLOPESLOPE3/ A4.512/ A4.513A5.232A5.236A5.221A5.236A5.23ELEVATORLOBBYFILTEREDWATER SINK270'-9 1/8" (OVERALL - BRICK TO STUD)31'-3 1/8"4'-1"16'-5"19'-7"19'-7"19'-7"16'-5"16'-5"19'-4 1/2"16'-5"19'-7"19'-7"19'-7"30'-8"30'-11 1/2"6'-0"25'-11 1/2"5'-0"3"30'-5 1/2"3"6'-0"3"30'-5 1/2"3"16'-5"22'-4"19'-7"22'-4"160'-1" (OVERALL - STUD TO BRICK)18'-0"9'-0"6'-9 5/8"5'-11 1/4"51'-11 1/2"1'-0"17'-8"1'-0"10'-8 1/4"9'-6 1/8"1'-6"29'-0 1/8"5'-9"8 1/2"35'-4 1/8"233'-2 1/2"1'-6"138'-9 1/2"16'-5"22'-4"19'-7"22'-4"38'-6 1/2"19'-7"91'-5"11'-6 1/8"56'-1 7/8"1'-0"18'-11 3/8"6'-6"30'-5 1/2"3"13'-9"4 5/8"20'-0"4 5/8"14'-2 3/8"70'-9"3"30'-5 1/2"3"30'-11 1/2"6'-0"30'-11 1/2"3"30'-5 1/2"3"3'-1"27'-9 1/8"2'-8 3/8"6'-6"2'-4 5/8"28'-0 7/8"3"42'-5 1/8"28'-3 7/8"68'-7 1/2"3"22'-4"22'-4"23'-8 1/2"159'-0"3"22'-4"22'-4"19'-7"22'-4"22'-4"11'-0"26'-5"12'-5"50'-2"67'-11"37'-2 1/2"30'-8 1/2"3"21'-2 5/8"6'-6"26'-8 1/2"3'-9"3"29'-5 3/4"9'-11"17'-8"10'-10 1/2"3"10'-6 5/8"4'-8 7/8"12'-2"3"7 5/8"17'-3 3/8"3"18'-11 3/8"7 5/8"7 5/8"6'-10 3/8"12'-1"12'-1"7'-3"3"12'-1"7'-6"15'-9 3/8"7 5/8"9'-4 7/8"8'-8 3/8"7 5/8"7 5/8"18'-11 3/8"12'-1"7'-6"3'-5 3/8"7 5/8"7 5/8"7 5/8"21'-8 3/8"4'-10 5/8"18'-6 7/8"3"9'-2"13'-2"6"8'-8"13'-2"6"18'-7"6"13'-2"9'-2"9'-2"13'-2"6"10'-6"9'-2"13'-2"13'-2"9'-2"7"22'-11 1/2"3'-0 1/2"3'-7 1/8"8'-4 3/8"7'-3"12'-4"5'-0"2A1.022A1.02S271.PROVIDE A BROOM FINISH AT ALL SLOPED CONCRETE SURFACES. ALL FLAT CORRIDOR SURFACESTO BE TROWELED SMOOTH AND SEALED.2.ALL ACCESSIBLE ENTRANCES SHALL HAVE NO MORE THAN A 2% SLOPE FOR A DISTANCE OF 60"PERPENDICULAR TO THE DOOR.3.ALL EXTERIOR COMMON USE DOOR THRESHOLDS TO BE ACCESSIBLE. REF A2.01 FOR TYPICAL DOORTHRESHOLD FOR COMMON AREAS.4.NOTES, DIMENSIONS, AND TAGS ARE INCLUDED ON THE ENLARGED A4.00s PLANS. REFER TO A8.00SHEETS FOR AMENITIES; AND A6.00 SHEETS FOR STAIRS, ELEVATORS, AND TRASH ROOMS.5.FOR UNIT INTERIOR WALL TYPES REFER TO A300s UNIT SHEETS.6.METER, RISER, AND TELECOM ARE LOCATED ON THE BUILDING PLANS FOR REFERENCE ONLY. REFERTO CIVIL AND MEP PLANS FOR THE ACTUAL METER AND EQUIPMENT SIZE AND LOCATION.7.A MINIMUM RATED 1A:10B:C FIRE EXTINGUISHER TO BE PROVIDED IN EACH UNIT. FIREEXTINGUISHERS ARE TO BE LOCATED EVERY 75' IN CORRIDORS. MAXIMUM TRAVEL DISTANCE TOEXTINGUISHER.8.NOT USED9.CONTROL JOINTS SHOULD BE SPACED IN GYPSUM WALL BOARD TO LIMIT EXPANSES TO 30'MAXIMUM. CONTROL JOINTS ARE RECOMMENDED AT DOOR JAMBS, EXTENDING FROM DOOR HEADTO CEILING. CEILING GYPSUM BOARD CONTROL JOINTS SHOULD LIMIT THE CEILING AREA TO 2,500 SFMAX. AND 50' IN EITHER DIRECTION. CONTROL JOINTS SHOULD BE INSTALLED WHERE THERE IS ACHANGE IN DIRECTION IN CEILING FRAMING, FURRING OR SPACE CONTROL JOINTS AT THE CEILINGAND WALL PER THE MANUFACTURER'S RECOMMENDED INSTALLATION GUIDELINES. CEILING ANDWALL CONTROL JOINTS ARE TO ALIGN AT ALL INTERSECTIONS WHERE APPLICABLE TO FORM ACONTINUOUS CONTROL JOINT. ENSURE THAT CONTROL JOINTS ARE LOCATED AT STRUCTURALCONSTRUCTION JOINTS AND AT THE TOP AND BOTTOM OF ALL INTERIOR RAMPS.10.NOT USED11.REFER TO SHEET A4.09 FOR ROOF NOTES AND LEGENDSGENERAL BLDG NOTESSYMBOL LEGEND - FLOOR PLANSGRID LINE REF. TAGAX.XX1SIMDETAIL / ENLARGEDPLAN CALLOUT TAG01tWINDOW / STOREFRONTTAG; REF. A2.02101COMMON AREA DOORTAG; REF. A2.011AX.XXSIM1/ A101BUILDING SECTION TAGSIM1AX.XXWALL / DETAILSECTION TAGEXTERIORELEVATION TAGXXPARTITION WALL TAG;REF. A1.05SEMI-RECESSED FIREEXTINGUISHER (WOOD FRAMEWALLS), CABINETS MAX. 5'-0"A.F.F. TO TOP OF CABINET, MAX.75 FT. TRAVEL DISTANCE-LEADING EDGE MUST BEBELOW 27"FECFLOOR DRAINLOCATIONS; REF. MEPFOR SIZE AND DETAILSCAST-IN-PLACECONCRETE WALLFINISH FLOORELEVATION; REF. CIVILROOMROOM NAME TAGUNIT A#AX.XX0000UNIT TYPESHEET CALLOUTADDRESS NUMBER100'-0"DOOR MANEUVERINGCLEARANCE; REF. A1.03& A1.04CMU WALLPROPERTY LINE3 HR FIREWALL2 HR FIRE BARRIER1 HR FIRE BARRIER1 HR FIRE PARTITION ATCORRIDOR & UNITSEPERATIONSETBACK LINEEXTERIOR BRICK VENEER;7 5/8" LEDGECOLD-FORMED MTL FRAMED(CFMF) LOADBEARING WALLINSULATED WALLFDISSUE FOR PRICING / BIDDING:DRAWN BY:AOR:The architectural works depictedherein are the sole property ofHumphreys & Partners UrbanArchitecture, L.P. and may not beconstructed or used without its expresswritten permission. No permission tomodify or reproduce any of thearchitectural works, including withoutlimitation the e construction of anybuilding, is expressed or should beimplied from delivery of preliminarydrawings or unsealed constructiondrawings. Permission to construct thebuilding depicted in sealedconstruction drawings is expresslyconditioned on the full and timelypayment of all fees otherwise dueHumphreys & Partners Architects, L.P.and, in the absence of any writtenagreement to the contrary, is limited toa one-time use One he site indicatedon these plans.HUMPHREYS & PARTNERSURBAN ARCHITECTURE, L.P.5339 ALPHA ROAD * SUITE 300* DALLAS, TX 75240T: (972) 701-9636 F: (972) 701-9639DALLAS * NEWPORT BEACH * NEW ORLEANS *ORLANDO * CHENNAI * MONTEVIDEOCopyright 2017 - Humphreys & Partners Urban Architecture, L.P.All Rights ReservedISSUE FOR PERMIT APPLICATION:ISSUE FOR CONSTRUCTION:DESIGNED BY:PLOT DATEwww.humphreys.comSHEET CONTENTSSHEET NUMBERSCALE--- 1/8" = 1'-0"A4.08FLOOR PLAN -LEVEL 08NEWMAN DEVELOPMENT GROUPCITY CENTREBH16077PERMIT ISSUE (07/10/2017)SBMCITHACA, NY07/10/201707/10/2017 1/8" = 1'-0"1LEVEL 08 - BUILDING FLOOR PLANREVISION SCHEDULENO: DATE: DESCRIPTION: HANOVER PAVERSCHARCOAL1ACDA.1B.1C.1D.1E.1E.81.13.1E.3L.12A5.012A5.011A5.011A5.013/ A4.572/ A4.571/ A4.571A5.223A5.232A5.232A1.022A1.02ISSUE FOR PRICING / BIDDING:DRAWN BY:AOR:The architectural works depictedherein are the sole property ofHumphreys & Partners UrbanArchitecture, L.P. and may not beconstructed or used without its expresswritten permission. No permission tomodify or reproduce any of thearchitectural works, including withoutlimitation the e construction of anybuilding, is expressed or should beimplied from delivery of preliminarydrawings or unsealed constructiondrawings. Permission to construct thebuilding depicted in sealedconstruction drawings is expresslyconditioned on the full and timelypayment of all fees otherwise dueHumphreys & Partners Architects, L.P.and, in the absence of any writtenagreement to the contrary, is limited toa one-time use One he site indicatedon these plans.HUMPHREYS & PARTNERSURBAN ARCHITECTURE, L.P.5339 ALPHA ROAD * SUITE 300* DALLAS, TX 75240T: (972) 701-9636 F: (972) 701-9639DALLAS * NEWPORT BEACH * NEW ORLEANS *ORLANDO * CHENNAI * MONTEVIDEOCopyright 2017 - Humphreys & Partners Urban Architecture, L.P.All Rights ReservedISSUE FOR PERMIT APPLICATION:ISSUE FOR CONSTRUCTION:DESIGNED BY:PLOT DATEwww.humphreys.comSHEET CONTENTSSHEET NUMBERSCALE--- 1/4" = 1'-0"A4.08aENLARGEDPLAN - LEVEL 08NEWMAN DEVELOPMENT GROUPCITY CENTREBH16077PERMIT ISSUE (07/10/2017)SBMCITHACA, NY07/10/201707/10/2017 1/4" = 1'-0"1EXT. PATIO - ENLARGED FLOOR PLANREVISION SCHEDULENO: DATE: DESCRIPTION: RDODRDODRDODRDODR D O D R D O D 1A56810CDGA.1B.1C.1D.1E.1E.81.13.14.16.18.C7.D7.A6.C1.D2.C3.A3.D4.BE.3H.2K.1K.1J.3H.4G.69.C8.B6.D6.B5.C4.C3.C1/ A4.55F.6G.4G.23.BL.1H.8H.91/ A4.522/ A4.541/ A4.541 / A 4 .5 6 1 / A 4 .5 31/ A4.518.F8.D2/ A4.532/ A4.52A6.116A6.2152A5.012A5.011A5.011A5.011A5.021A5.022A5.022A5.02A6.3145A5.23SLOPE: 1/4" /FT.3A5.023A5.023/ A4.572/ A4.571/ A4.571A5.212A5.213A5.214A5.215A5.216A5.211A5.222A5.223A5.224A5.225A5.224A5.23S9-2STAIR 2SLOPE: 1/4" / 12"SLOPE: 1/4" / 12"SLOPE: 1/4" / 12"SLOPE: 1/4" / 12"SLOPE: 7/16" / 12"SLOPE: 7/16" / 12"SLOPE: 1/4" / 12"SLOPE: 1/4" / 12"SLOPE: 1/4" / 12"SLOPE: 1/4" / 12"A6.126SLOPE: 1/4" / 12"SLOPE: 1/4" / 12"SLOPE: 1/4" / 12"SLOPE: 1/4" / 12"SLOPE: 1/4" / 12"SLOPE: 1/4" / 12"SLOPE: 1/4" / 12"SLOPE: 1/4" / 12"SLOPE: 1/4" / 12"SLOPE: 1/4" / 12"SLOPE: 7/16" / 12"S L O P E : 9/16" / 12"[No Slope]SLOPE: 1/4" / 12"SLOPE: 1/4" / 12"SLOPE: 1/4" / 12"SLOPE: 1/4" / 12"SLOPE: 1/4" / 12"PHOTOVOLTAIC PANEL ARRAYPHOTOVOLTAIC PANEL ARRAYPHOTOVOLTAIC PANEL ARRAYPHOTOVOLTAIC PANEL ARRAYPHOTOVOLTAIC PANEL ARRAYPHOTOVOLTAIC PANEL ARRAYP H O T O V OL T A IC P A N E L A R R A YPHOTOVOLTAIC P A N E L A R R A Y P H O T O V OL T A IC P A N E L A R R A YMECH. SCREENMECH. SCREENMECH. SCREENMECH. SCREENMECH. SCREEN3/ A4.512/ A4.517'-5"6'-0 7/8"112'-0 1/8"118'-1 1/8"11'-0"6A5.221A5.236A5.23CONC.SPLASHBLOCK3/16" / 12"+1' - 2"+1' - 3 1/2"+1' - 3 1/2"+1' - 2"+0' - 7 1/2"+0' - 7 1/2"+0' - 7 1/2"+1' - 3"+0' - 10"+0' - 10"+1' - 3 1/2"+0' - 7 1/2"+1' - 3 1/2"+1' - 3"+1' - 1 1/2"+1' - 3 1/2"+1' - 4"+1' - 3 1/2"+0' - 7 1/2"+0' - 11 1/2"+0' - 11 1/2"+0' - 9 1/2"+0' - 9 1/2"+0' - 11 1/2"+0' - 9 1/2"+0' - 9 1/2"+0' - 9 1/2"+0' - 9 1/2"+0' - 7 1/2"9'-8 1/4"9'-9 3/4"9'-0 1/8"2A1.022A1.021.FOR LOW SLOPE ROOFS; SLOPES ARE TO BE MIN 1/4" PER FOOT, U.N.O.2.PARAPET DIMENSIONS ARE FROM TOP OF PLATE TO TOP OF PARAPET.3.ALL ROOF DRAINS / DOWNSPOUTS ON EXTERIOR WALLS TO CONNECT DIRECTLY TO STORM WATERSYSTEM.4.ALL DOWNSPOUTS ON STAIRS AND ELEVATOR TOWER OR ANY NOT CONNECTED DIRECTLY TO STORMWATER SYSTEM TO HAVE LEADERS AND SPLASH BLOCKS5.DOWNSPOUT LOCATIONS ARE CONCEPTUAL IN NATURE AND MUST BE COORDINATED BY THECONTRACTOR ON SITE WITH THE LANDSCAPING, RETAINING WALL, SIDEWALKS, AND INDIVIDUALBUILDING ORIENTATION AND DRAINAGE TO INSURE THAT OUTFLOW FROM DOWNSPOUTS DOES NOTCROSS WALKING OR DRIVING SURFACES. IT IS THE INTENT OF THE ARCHITECT THAT GUTTERDOWNSPOUTS TERMINATE IN UNDERGROUND DRAINAGE PIPING AND CARRIED AWAY FROM THEBUILDING AND OTHER FINISHED SURFACES WHERE POSSIBLE. LOCATE DOWNSPOUTS AT INTERIORCORNERS WHEN POSSIBLE.6.DRAFTSTOPPING IS NOT REQUIRED PER 2015 IBC, SECTIONS 718.4.2 EX.2 IN BUILDINGS EQUIPPEDTHROUGHOUT WITH AN AUTOMATIC SPRINKLER SYSTEM IN ACCORDANCE WITH SECTION 903.3.1.1.7.NOT USED8.REFER TO STRUCTURAL DRAWINGS FOR ROOF FRAMING PLANS AND SPECS.9.NOT USED10.NOT USED11.PROVIDE WALKWAY PADS TO AND AROUND ALL ROOFTOP MECHANICAL EQUIPMENT.12.PROVIDE MIN. CLEARANCE TO ADJACENT EQUIPMENT, WALLS OR CURBS AT MECHANICAL ROOFTOPEQUIPMENT AND PENETRATIONS AS REQUIRED BY EQUIPMENT MANUFACTURER (BUT NOT LESSTHAN 24").13.NOT USED14.NOT USED15.ALL ROOFTOP EQUIPMENT MUST BE LOCATED 10'-0" MINIMUM FROM ANY ROOF EDGE OR PARAPET.GENERAL ROOF NOTESSYMBOL LEGEND - ROOFPARAPET HEIGHT FROMTOP OF PLATEPAR. HT.X'-X"RD ODROOF DRAIN ANDOVERFLOW DRAIN; REF.MEP FOR SIZESLOPE DIRECTIONSLOPE: 1/4" /FT.ROOF WALKPADSGUTTER ANDDOWNSPOUTDSOVERFLOW SCUPPEROSCONCRETE SPLASHBLOCKISSUE FOR PRICING / BIDDING:DRAWN BY:AOR:The architectural works depictedherein are the sole property ofHumphreys & Partners UrbanArchitecture, L.P. and may not beconstructed or used without its expresswritten permission. No permission tomodify or reproduce any of thearchitectural works, including withoutlimitation the e construction of anybuilding, is expressed or should beimplied from delivery of preliminarydrawings or unsealed constructiondrawings. Permission to construct thebuilding depicted in sealedconstruction drawings is expresslyconditioned on the full and timelypayment of all fees otherwise dueHumphreys & Partners Architects, L.P.and, in the absence of any writtenagreement to the contrary, is limited toa one-time use One he site indicatedon these plans.HUMPHREYS & PARTNERSURBAN ARCHITECTURE, L.P.5339 ALPHA ROAD * SUITE 300* DALLAS, TX 75240T: (972) 701-9636 F: (972) 701-9639DALLAS * NEWPORT BEACH * NEW ORLEANS *ORLANDO * CHENNAI * MONTEVIDEOCopyright 2017 - Humphreys & Partners Urban Architecture, L.P.All Rights ReservedISSUE FOR PERMIT APPLICATION:ISSUE FOR CONSTRUCTION:DESIGNED BY:PLOT DATEwww.humphreys.comSHEET CONTENTSSHEET NUMBERSCALE--- 1/8" = 1'-0"A4.09ROOF PLANNEWMAN DEVELOPMENT GROUPCITY CENTREBH16077PERMIT ISSUE (07/10/2017)SBMCITHACA, NY07/10/201707/10/2017 1/8" = 1'-0"1ROOF PLANREVISION SCHEDULENO: DATE: DESCRIPTION: 14A23B5678910EFGA.1B.1C.1D.1E.11.12.15.18.19.110.111.17.1K.15.6L.1G.1F.1H.1J.1P.1N.1S.1R.1Q.1M.118'-2 1/8"25'-3 1/4"16'-6 1/2"25'-11 1/2"17'-9"17'-3"31'-11 5/8"4'-1"21'-2 1/2"28'-8"28'-8"29'-5 1/2"19'-4 1/2"28'-2"27'-10"26'-7 3/4"22'-11 1/4"90°BASEPOINT3'-10 1/4"8'-8 1/2"5'-7"3'-0 3/4"1'-7 3/4"2'-10 1/2"8'-8 1/2"3'-1 1/2"8'-8 1/2"2'-10 1/2"4'-8 1/2"3'-3 1/2"8'-8 1/2"2'-10 1/2"4'-8 1/2"4'-9 1/4"4"10'-0"6'-10 3/4"8'-8 1/2"3'-10 1/4"10"17'-9 3/4"8 3/4"3'-10 1/4"8'-8 1/2"5'-7"4'-8 1/2"2'-10 1/2"2'-5 1/4"6'-3 1/4"3'-1 1/2"8'-8 1/2"2'-10 1/2"6'-10 1/4"1'-3 3/4"4'-8 1/2"2'-0 3/4"10'-4"2'-8 3/4"8'-8 1/2"2'-7 3/4"17'-1"2'-3"6"4'-0"4'-0"4'-0"4 '-0 "4'-0"15.6°15.6°15.6°15.6°6.6°9 °36.6°2 8 .5 ° 1 9 .5 °10'-3 3/8"10'-4"5'-5 1/4"3'-9 3/4"1'-0 7/8"4'-3 1/2"8'-10 3/8"3'-4 1/2"8'-10 1/2"2'-2 1/4"6 1/4"4'-10 1/2"4'-0 1/2"4'-10 1/2"4'-3 1/2"8'-11 1/4"1'-1 1/2"2'-6 1/2"26'-1 1/2"2'-5 3/4"27'-5 1/4"2'-4"6"44'-0"6'-3 1/2"271'-3 1/8"162'-11"(OVERALL - CONC. TO CONC.)(OVERALL - CONC. TO CONC.)9"43'-3"49'-1 3/8"14'-3 3/8"20'-0"14'-10 1/8"146'-6 3/8"29'-10 3/8"28'-8"28'-8"28'-8"29'-11"9"62'-2 3/4"2'-4"6"9"72.5°144.5°125°2 8 .5 °4'-5"3"1'-0"3'-2"25'-11 1/8"29'-5 1/8"4'-2"8"4'-2 5/8"21'-8 7/8"17'-9"9"6"27'-2 3/4"28'-5 1/2"28'-8"84'-4 1/4"8.5°59'-6 1/4"2'-0"24'-1 1/2"4'-10 5/8"40'-8 7/8"7'-0 1/4"1'-5 1/2"49' - 0"49' - 6"48' - 6"2'-8"2'-8"2'-8"2'-8"1'-8 3/8"4'-8"18'-11 3/4"3'-4"29'-5 1/2"2'-6 3/4"9'-1 3/8"9'-1 3/8"2'-0"2'-7 3/4"17'-2 3/4"5'-10 3/4"7'-5"8'-0"29'-5 1/8"15'-0 1/2"1'-1 1/2"3'-11"10'-2 5/8"6'-5"7'-9 3/8"11'-0"15'-7 3/4"12'-3"7'-5"3"18'-10"10'-0 1/2"9'-4"10'-0"6"1'-0"173°1'-0"3'-0"8"ISSUE FOR PRICING / BIDDING:DRAWN BY:AOR:The architectural works depictedherein are the sole property ofHumphreys & Partners UrbanArchitecture, L.P. and may not beconstructed or used without its expresswritten permission. No permission tomodify or reproduce any of thearchitectural works, including withoutlimitation the e construction of anybuilding, is expressed or should beimplied from delivery of preliminarydrawings or unsealed constructiondrawings. Permission to construct thebuilding depicted in sealedconstruction drawings is expresslyconditioned on the full and timelypayment of all fees otherwise dueHumphreys & Partners Architects, L.P.and, in the absence of any writtenagreement to the contrary, is limited toa one-time use One he site indicatedon these plans.HUMPHREYS & PARTNERSURBAN ARCHITECTURE, L.P.5339 ALPHA ROAD * SUITE 300* DALLAS, TX 75240T: (972) 701-9636 F: (972) 701-9639DALLAS * NEWPORT BEACH * NEW ORLEANS *ORLANDO * CHENNAI * MONTEVIDEOCopyright 2017 - Humphreys & Partners Urban Architecture, L.P.All Rights ReservedISSUE FOR PERMIT APPLICATION:ISSUE FOR CONSTRUCTION:DESIGNED BY:PLOT DATEwww.humphreys.comSHEET CONTENTSSHEET NUMBERSCALE--- 1/8" = 1'-0"A4.20DIMENSIONCONTROL PLAN- LEVEL B1NEWMAN DEVELOPMENT GROUPCITY CENTREBH16077PERMIT ISSUE (07/10/2017)SBMCITHACA, NY07/10/201707/10/2017 1/8" = 1'-0"1LEVEL B1 - DIMENSION CONTROL PLANREVISION SCHEDULENO: DATE: DESCRIPTION: 14A23B5678910EFGA.1B.1C.1D.1E.11.12.15.16.18.19.110.111.17.1K.1K.15.6L.1H.9G.1F.1H.1J.1P.1N.1S.1R.1Q.1M.116'-6 1/2"25'-11 1/2"17'-9"31'-11 5/8"4'-1"21'-2 1/2"28'-8"28'-8"29'-5 1/2"19'-4 1/2"28'-2"27'-10"26'-7 3/4"22'-11 1/4"3'-10 1/4"8'-8 1/2"5'-7"3'-0 3/4"1'-7 3/4"2'-10 1/2"8'-8 1/2"3'-1 1/2"8'-8 1/2"2'-10 1/2"4'-8 1/2"3'-3 1/2"8'-8 1/2"2'-10 1/2"4'-8 1/2"4'-9 1/4"4"10'-0"6'-10 3/4"8'-8 1/2"3'-10 1/4"10"17'-9 3/4"8 3/4"3'-10 1/4"8'-8 1/2"5'-7"4'-8 1/2"2'-10 1/2"2'-5 1/4"6'-3 1/4"3'-1 1/2"8'-8 1/2"2'-10 1/2"6'-10 1/4"1'-3 3/4"4'-8 1/2"2'-0 3/4"10'-4"2'-8 3/4"8'-8 1/2"2'-7 3/4"17'-1"2'-3"6"10'-3 3/8"10'-4"5'-5 1/4"3'-9 3/4"1'-0 7/8"4'-3 1/2"8'-10 3/8"3'-4 1/2"8'-10 1/2"2'-2 1/4"6 1/4"4'-10 1/2"4'-0 1/2"4'-10 1/2"4'-3 1/2"8'-11 1/4"1'-1 1/2"2'-6 1/2"26'-1 1/2"2'-5 3/4"27'-5 1/4"2'-4"6"44'-0"6'-3 1/2"271'-3 1/8"162'-11"9"43'-3"49'-1 3/8"14'-3 3/8"20'-0"14'-10 1/8"146'-6 3/8"29'-10 3/8"28'-8"28'-8"28'-8"29'-11"9"62'-2 3/4"2'-4"6"9"4'-5"3"1'-0"3'-2"25'-11 1/8"29'-5 1/8"4'-2"27'-2 3/4"28'-5 1/2"28'-8"84'-4 1/4"2'-8"2'-8"2'-8"2'-8"11'-0"12'-3"7'-2"3"3"18'-10"10'-0 1/2"9'-4"10'-0"6"1'-0"3'-1"7'-2"16'-6 1/2"4'-2 5/8"21'-8 7/8"17'-9"9"6"59'-6 1/4"31'-0 1/8"40'-8 7/8"423.00'419.00'420.50'+1' - 6"+0' - 0"+4' - 0"RAMP UP: 4.81%421.50'+2' - 6"419.00'+0' - 0"16'-2 3/4"8'-1 3/8"4'-8 3/8"4'-8 3/8"18'-3 1/8"16'-6"419.00'+0' - 0"422.00'+3' - 0"2.13%2.21%2.08%2.22%1.75%417.91'417.46'417.17'423.00'419.00'+0' - 0"-1' - 6 1/2"-1' - 1 1/8"-0' - 10"418.17'TOPPING SLAB OVER STRUCTURAL FOAMSTURCTURAL SLAB ONLY; SHOWN ATEXTERIOR GREEN ROOF; 10" BASE DROPISSUE FOR PRICING / BIDDING:DRAWN BY:AOR:The architectural works depictedherein are the sole property ofHumphreys & Partners UrbanArchitecture, L.P. and may not beconstructed or used without its expresswritten permission. No permission tomodify or reproduce any of thearchitectural works, including withoutlimitation the e construction of anybuilding, is expressed or should beimplied from delivery of preliminarydrawings or unsealed constructiondrawings. Permission to construct thebuilding depicted in sealedconstruction drawings is expresslyconditioned on the full and timelypayment of all fees otherwise dueHumphreys & Partners Architects, L.P.and, in the absence of any writtenagreement to the contrary, is limited toa one-time use One he site indicatedon these plans.HUMPHREYS & PARTNERSURBAN ARCHITECTURE, L.P.5339 ALPHA ROAD * SUITE 300* DALLAS, TX 75240T: (972) 701-9636 F: (972) 701-9639DALLAS * NEWPORT BEACH * NEW ORLEANS *ORLANDO * CHENNAI * MONTEVIDEOCopyright 2017 - Humphreys & Partners Urban Architecture, L.P.All Rights ReservedISSUE FOR PERMIT APPLICATION:ISSUE FOR CONSTRUCTION:DESIGNED BY:PLOT DATEwww.humphreys.comSHEET CONTENTSSHEET NUMBERSCALE--- 1/8" = 1'-0"A4.21DIMENSIONCONTROL PLAN- LEVEL 01NEWMAN DEVELOPMENT GROUPCITY CENTREBH16077PERMIT ISSUE (07/10/2017)SBMCITHACA, NY07/10/201707/10/2017 1/8" = 1'-0"1LEVEL 01 - DIMENSION CONTROL PLANREVISION SCHEDULENO: DATE: DESCRIPTION: 14A23B5566778891010CDEFGA.1B.1C.1D.1E.1E.81.12.13.14.15.16.18.C7.D7.A6.C1.D2.C3.A3.D4.BE.3H.2K.1K.1J.3H.4G.65.69.C8.B6.D6.B5.C4.C3.CF.6G.4G.23.BL.1H.8H.9G.1F.1H.1J.18.F8.D35'-4 1/8"16'-5"4'-9 1/2"14'-9 1/2"13'-10 1/2"5'-8 1/2"19'-7"3'-4 1/2"13'-0 1/2"16'-5"19'-4 1/2"16'-5"11'-9"7'-10"19'-7"5"19'-2"7'-5 3/4"5'-0 1/4"17'-11"1'-9"3"19'-1"10'-0 1/2"9'-4"11'-0"3"7'-2"12'-3"4'-9"49'-1 3/8"14'-3 3/8"20'-0"14'-10 1/8"11'-0"7'-2"17'-0"6'-3 1/2"6'-6"13'-2 1/2"17'-3"159'-10 1/8"2'-4"6"44'-0"6'-3 1/2"9"43'-3"146'-0 3/8"7'-2 7/8"16'-5"6'-2 1/2"16'-1 1/2"12'-6 1/2"7'-0 1/2"21'-7 1/2"8 1/2"23'-6 1/2"2'-8"1'-9"29'-11"3"70'-9"3'-1"7'-2"16'-6 1/2"6'-9"6'-6"12'-8 1/2"17'-9"3"16'-2 3/4"8'-1 3/8"4'-8 3/8"4'-8 3/8"1'-1 1/8"17'-2"16'-6"15.6°15.6°15.6°15.6°160'-6"3"22'-4"11'-2 1/2"11'-1 1/2"8'-3"11'-4"16'-10"5'-6"22'-4"11'-0"10'-10 1/2"3"131'-3 1/2"10'-6 5/8"18'-7 7/8"270'-0 5/8"24'-2 5/8"7'-0 3/8"4'-1"5'-2 7/8"5'-2 7/8"2'-9 1/2"10"15'-3"3"3"7'-2"61'-11 5/8"67'-11"3"4'-5 3/4"3"3'-9"3'-5"68'-7 1/2"4'-10 5/8"18'-6 7/8"3"22'-4"22'-4"23'-5 1/2"3"5'-11 1/8"2'-0"9'-3 7/8"7'-3 1/8"2'-0"13'-0 7/8"3'-8 3/4"2'-0"6 3/4"1'-1"4'-7 3/4"6 3/4"4'-8 7/8"12'-2"1'-9"3'-9 5/8"8'-6 3/4"7'-7 5/8"1'-1 1/2"4'-7 1/4"6 3/4"6'-9 3/4"5'-7 1/4"8'-9 1/2"436.00'436.00'3'-9 1/4"11'-9 1/2"3'-6 1/4"1 3/4"2'-0 1/2"10'-3 7/8"2'-0"7'-3 1/8"12'-1"7'-3 1/8"2'-0"3 3/8"4'-2 1/4"2'-0"6 3/4"6'-6"6 3/4"1'-8"10'-5 3/4"1/4" / 12"1/4" / 12"ISSUE FOR PRICING / BIDDING:DRAWN BY:AOR:The architectural works depictedherein are the sole property ofHumphreys & Partners UrbanArchitecture, L.P. and may not beconstructed or used without its expresswritten permission. No permission tomodify or reproduce any of thearchitectural works, including withoutlimitation the e construction of anybuilding, is expressed or should beimplied from delivery of preliminarydrawings or unsealed constructiondrawings. Permission to construct thebuilding depicted in sealedconstruction drawings is expresslyconditioned on the full and timelypayment of all fees otherwise dueHumphreys & Partners Architects, L.P.and, in the absence of any writtenagreement to the contrary, is limited toa one-time use One he site indicatedon these plans.HUMPHREYS & PARTNERSURBAN ARCHITECTURE, L.P.5339 ALPHA ROAD * SUITE 300* DALLAS, TX 75240T: (972) 701-9636 F: (972) 701-9639DALLAS * NEWPORT BEACH * NEW ORLEANS *ORLANDO * CHENNAI * MONTEVIDEOCopyright 2017 - Humphreys & Partners Urban Architecture, L.P.All Rights ReservedISSUE FOR PERMIT APPLICATION:ISSUE FOR CONSTRUCTION:DESIGNED BY:PLOT DATEwww.humphreys.comSHEET CONTENTSSHEET NUMBERSCALE--- 1/8" = 1'-0"A4.22DIMENSIONCONTROL PLAN- LEVEL 02NEWMAN DEVELOPMENT GROUPCITY CENTREBH16077PERMIT ISSUE (07/10/2017)SBMCITHACA, NY07/10/201707/10/2017 1/8" = 1'-0"1LEVEL 02 - DIMENSION CONTROL PLANREVISION SCHEDULENO: DATE: DESCRIPTION: 1A56810CDGA.1B.1C.1D.1E.1E.81.13.14.16.18.C7.D7.A6.C1.D2.C3.A3.D4.BE.3H.2K.1K.1J.3H.4G.69.C8.B6.D6.B5.C4.C3.CF.6G.4G.23.BL.1H.8H.98.F8.D3"19'-1"10'-0 1/2"9'-4"16'-5"11'-0"10'-10 1/2"3"19'-5"11'-0 1/2"49'-1 3/8"14'-3 3/8"20'-0"14'-10 1/8"10'-0"1'-0"35'-4 1/8"16'-5"19'-7"19'-7"19'-7"16'-5"35'-9 1/2"16'-5"19'-7"19'-7"5"19'-2"12'-6"17'-11"270'-0 5/8"17'-1 1/4"18'-0 5/8"7 5/8"8 1/4"17'-2 3/4"1'-9"31'-3 1/8"3'-6"7"160'-11 5/8"2'-4"6"37'-8 1/2"9"146'-6 3/8"7'-2 7/8"16'-5"22'-4"19'-7"22'-4"23'-6 1/2"2'-8"31'-8"9"2'-0 1/2"21'-6"2'-3 3/8"4 5/8"6'-7 1/4"7 5/8"71'-10 1/2"3'-1"30'-5 1/2"6'-6"30'-5 1/2"1'-4 1/2"68'-7 1/2"3"22'-4"22'-4"23'-5 1/2"3"4'-10 5/8"18'-6 7/8"16'-2 3/4"5'-2 7/8"5'-2 7/8"10"15'-3"3"3"7'-2"1"16'-2 7/8"1'-0 1/8"161'-3 1/8"1'-0 1/8"22'-4"22'-4"8'-3"11'-4"22'-4"22'-4"11'-0"10'-10 1/2"15'-6 1/2"12'-2"1'-9"10"10'-2"1'-0 1/8"10'-3 3/4"4'-2 5/8"68'-8 1/8"3"4'-5 3/4"25'-11 3/4"6'-6"27'-5 5/8"2'-11 7/8"1'-0 1/8"10'-9 3/8"8'-0 3/8"6 3/4"2'-7 1/4"6 3/4"5'-11 1/8"2'-0"9'-3 7/8"7'-3 1/8"2'-0"13'-0 7/8"4'-7 3/4"6 3/4"2'-0"6 3/4"5'-10 1/2"34'-11 3/4"3'-1 1/4"6 3/4"4'-7 1/4"6 3/4"6'-9 3/4"5'-7 1/4"44'-9 1/2"6 3/4"2'-2 1/4"12'-3 7/8"7'-3 1/8"6 3/4"2'-0"6 3/4"2'-0"7'-3 1/8"2'-0"13'-0 7/8"3'-9 5/8"8'-6 3/4"6'-7 5/8"3'-5 3/4"1/4" / 12"1/4" / 12"ISSUE FOR PRICING / BIDDING:DRAWN BY:AOR:The architectural works depictedherein are the sole property ofHumphreys & Partners UrbanArchitecture, L.P. and may not beconstructed or used without its expresswritten permission. No permission tomodify or reproduce any of thearchitectural works, including withoutlimitation the e construction of anybuilding, is expressed or should beimplied from delivery of preliminarydrawings or unsealed constructiondrawings. Permission to construct thebuilding depicted in sealedconstruction drawings is expresslyconditioned on the full and timelypayment of all fees otherwise dueHumphreys & Partners Architects, L.P.and, in the absence of any writtenagreement to the contrary, is limited toa one-time use One he site indicatedon these plans.HUMPHREYS & PARTNERSURBAN ARCHITECTURE, L.P.5339 ALPHA ROAD * SUITE 300* DALLAS, TX 75240T: (972) 701-9636 F: (972) 701-9639DALLAS * NEWPORT BEACH * NEW ORLEANS *ORLANDO * CHENNAI * MONTEVIDEOCopyright 2017 - Humphreys & Partners Urban Architecture, L.P.All Rights ReservedISSUE FOR PERMIT APPLICATION:ISSUE FOR CONSTRUCTION:DESIGNED BY:PLOT DATEwww.humphreys.comSHEET CONTENTSSHEET NUMBERSCALE--- 1/8" = 1'-0"A4.23DIMENSIONCONTROL PLAN- LEVEL 03-06NEWMAN DEVELOPMENT GROUPCITY CENTREBH16077PERMIT ISSUE (07/10/2017)SBMCITHACA, NY07/10/201707/10/2017 1/8" = 1'-0"1LEVEL 03 - DIMENSION CONTROL PLANREVISION SCHEDULENO: DATE: DESCRIPTION: 1A566881010CDGA.1B.1C.1D.1E.1E.81.13.14.16.18.C7.D7.A6.C1.D2.C3.A3.D4.BE.3H.2K.1K.1J.3H.4G.69.C8.B6.D6.B5.C4.C3.CF.6G.4G.23.BL.1H.8H.98.F8.D11'-4 1/2"19'-1"3"9'-4"16'-5"11'-0 1/2"19'-5"3"11'-0"10'-10 1/2"49'-1 3/8"14'-3 3/8"20'-0"14'-10 1/8"10'-0"1'-0"270'-9 1/8"24'-11 1/8"6'-11 3/8"3'-6 3/8"7 5/8"36'-0 5/8"16'-5"19'-7"19'-7"19'-7"16'-5"35'-9 1/2"16'-5"19'-7"19'-7"5"19'-2"12'-6"67'-11"4'-8 3/4"25'-8 3/4"3"30'-5 1/2"6'-6"30'-5 1/2"3"3'-9"26'-8 1/2"61'-11 5/8"160'-6"3"22'-4"22'-4"8'-3"11'-4"22'-4"22'-4"11'-0"10'-10 1/2"15'-6 1/2"12'-2"1'-9"3"10'-6 5/8"4'-8 7/8"10 1/8"17'-0"3"3'-0 3/4"5'-0 5/8"5'-0 5/8"3'-0 3/4"16'-2 3/4"3"15'-3"10"3"7'-2"68'-7 1/2"3"23'-5 1/2"22'-4"22'-4"3"4'-10 5/8"18'-6 7/8"3"160'-2"1'-4"30'-5 1/2"6'-6"12'-7"118'-1 1/8"7'-2 7/8"16'-5"22'-4"19'-7"22'-4"23'-6 1/2"2'-8"3'-11 5/8"70'-9"3'-1"30'-5 1/2"6'-6"30'-5 1/2"3"27'-9 1/8"2'-8 3/8"486.83'487.67'-0' - 10"+0' - 0"1/4" / 12"1/4" / 12"10" HIGH CONC. CURB6"6"ISSUE FOR PRICING / BIDDING:DRAWN BY:AOR:The architectural works depictedherein are the sole property ofHumphreys & Partners UrbanArchitecture, L.P. and may not beconstructed or used without its expresswritten permission. No permission tomodify or reproduce any of thearchitectural works, including withoutlimitation the e construction of anybuilding, is expressed or should beimplied from delivery of preliminarydrawings or unsealed constructiondrawings. Permission to construct thebuilding depicted in sealedconstruction drawings is expresslyconditioned on the full and timelypayment of all fees otherwise dueHumphreys & Partners Architects, L.P.and, in the absence of any writtenagreement to the contrary, is limited toa one-time use One he site indicatedon these plans.HUMPHREYS & PARTNERSURBAN ARCHITECTURE, L.P.5339 ALPHA ROAD * SUITE 300* DALLAS, TX 75240T: (972) 701-9636 F: (972) 701-9639DALLAS * NEWPORT BEACH * NEW ORLEANS *ORLANDO * CHENNAI * MONTEVIDEOCopyright 2017 - Humphreys & Partners Urban Architecture, L.P.All Rights ReservedISSUE FOR PERMIT APPLICATION:ISSUE FOR CONSTRUCTION:DESIGNED BY:PLOT DATEwww.humphreys.comSHEET CONTENTSSHEET NUMBERSCALE--- 1/8" = 1'-0"A4.27DIMENSIONCONTROL PLAN- LEVEL 07NEWMAN DEVELOPMENT GROUPCITY CENTREBH16077PERMIT ISSUE (07/10/2017)SBMCITHACA, NY07/10/201707/10/2017 1/8" = 1'-0"1LEVEL 07 - DIMENSION CONTROL PLANREVISION SCHEDULENO: DATE: DESCRIPTION: 1A568810CDGA.1B.1C.1D.1E.1E.81.13.14.16.18.C7.D7.A6.C1.D2.C3.A3.D4.BE.3H.2K.1K.1J.3H.4G.69.C8.B6.D6.B5.C4.C3.CF.6G.4G.23.BL.1H.8H.98.F8.D49'-1 3/8"14'-3 3/8"20'-0"14'-10 1/8"10'-0"1'-0"3"19'-1"11'-4 1/2"9'-4"16'-5"3"19'-5"11'-0 1/2"11'-0"10'-10 1/2"38'-2 3/4"16'-5"19'-7"19'-7"19'-7"16'-5"35'-9 1/2"16'-5"19'-7"19'-7"5"19'-2"12'-6"17'-11"26'-3 7/8"11'-8"2 7/8"19'-7"19'-7"19'-7"15'-9 3/8"7 5/8"5 5/8"19'-1 3/8"19'-7"18'-6 3/8"7 5/8"5'-9"12'-2"71'-10 3/8"3'-8"8'-5 5/8"21'-11 7/8"3'-8"30'-5 1/2"6'-6"30'-5 1/2"9 3/8"3'-2 5/8"27'-2 7/8"58'-5 1/4"142'-9 1/8"9 3/8"22'-4"22'-4"19'-7"22'-4"22'-4"11'-0"10'-10 1/2"11'-2 1/4"9'-2"13'-2"6"21'-10"6"18'-7"6"13'-2"9'-2"9'-2"13'-2"9 3/8"10'-4 7/8"163'-0"3'-8"30'-5 1/2"6'-6"12'-7"146'-6 3/4"7'-2 7/8"16'-5"22'-4"19'-7"22'-4"23'-6 1/2"2'-8"31'-8"9 3/8"3"16'-5"7 5/8"8'-11 3/8"12'-9"12'-4"7'-3"7"22'-11 1/2"4'-2 3/4"27'-5 1/4"71'-9 3/4"9 3/8"30'-5 1/2"6'-6"30'-5 1/2"3'-7 3/8"27'-11 1/8"2'-6 3/8"69'-8 1/4"9 3/8"22'-4"22'-4"23'-5 1/2"9 3/8"9'-2"13'-2"13'-2"13'-6 1/4"19'-1 1/4"6 3/8"16'-5 5/8"9 3/8"9 3/8"6'-7 5/8"10"14'-8 5/8"9 3/8"5'-1 3/4"5'-1 3/4"8'-1 3/8"8'-1 3/8"1/4" / 12"497.17'-0' - 10"3/16" / 12"497.17'497.17'-0' - 10"-0' - 10"498.00'+0' - 0"5'-11 1/8"2'-0"9'-3 7/8"7'-3 1/8"2'-0"13'-0 7/8"4'-7 3/4"6 3/4"2'-0"6 3/4"10'-9 3/8"8'-0 3/8"6 3/4"6 3/4"2'-7 1/4"5'-10 1/2"34'-11 3/4"6 3/4"3'-1 1/4"ISSUE FOR PRICING / BIDDING:DRAWN BY:AOR:The architectural works depictedherein are the sole property ofHumphreys & Partners UrbanArchitecture, L.P. and may not beconstructed or used without its expresswritten permission. No permission tomodify or reproduce any of thearchitectural works, including withoutlimitation the e construction of anybuilding, is expressed or should beimplied from delivery of preliminarydrawings or unsealed constructiondrawings. Permission to construct thebuilding depicted in sealedconstruction drawings is expresslyconditioned on the full and timelypayment of all fees otherwise dueHumphreys & Partners Architects, L.P.and, in the absence of any writtenagreement to the contrary, is limited toa one-time use One he site indicatedon these plans.HUMPHREYS & PARTNERSURBAN ARCHITECTURE, L.P.5339 ALPHA ROAD * SUITE 300* DALLAS, TX 75240T: (972) 701-9636 F: (972) 701-9639DALLAS * NEWPORT BEACH * NEW ORLEANS *ORLANDO * CHENNAI * MONTEVIDEOCopyright 2017 - Humphreys & Partners Urban Architecture, L.P.All Rights ReservedISSUE FOR PERMIT APPLICATION:ISSUE FOR CONSTRUCTION:DESIGNED BY:PLOT DATEwww.humphreys.comSHEET CONTENTSSHEET NUMBERSCALE--- 1/8" = 1'-0"A4.28DIMENSIONCONTROL PLAN- LEVEL 08NEWMAN DEVELOPMENT GROUPCITY CENTREBH16077PERMIT ISSUE (07/10/2017)SBMCITHACA, NY07/10/201707/10/2017 1/8" = 1'-0"1LEVEL 08 - DIMENSION CONTROL PLANREVISION SCHEDULENO: DATE: DESCRIPTION: 1A56810CDGA.1B.1C.1D.1E.1E.81.13.14.16.18.C7.D7.A6.C1.D2.C3.A3.D4.BE.3H.2K.1K.1J.3H.4G.69.C8.B6.D6.B5.C4.C3.CF.6G.4G.23.BL.1H.8H.98.F8.D19'-1"9'-4"16'-5"49'-1 3/8"14'-3 3/8"20'-0"14'-10 1/8"10'-0"1'-0"2.17%2.17%2.17%2.17%508.33'508.33'509.00'508.84'509.00'509.06'509.00'508.92'508.33'508.33'509.00'508.89'508.89'509.00'508.80'509.00'509.00'+0' - 8"+0' - 6 3/4"+0' - 8"+0' - 8"+0' - 6 3/4"+0' - 8"+0' - 5 5/8"+0' - 0"+0' - 8"+0' - 6 1/8"508.84'+0' - 6 1/8"+0' - 8"+0' - 0"+0' - 0"+0' - 8"+0' - 8 3/4"ISSUE FOR PRICING / BIDDING:DRAWN BY:AOR:The architectural works depictedherein are the sole property ofHumphreys & Partners UrbanArchitecture, L.P. and may not beconstructed or used without its expresswritten permission. No permission tomodify or reproduce any of thearchitectural works, including withoutlimitation the e construction of anybuilding, is expressed or should beimplied from delivery of preliminarydrawings or unsealed constructiondrawings. Permission to construct thebuilding depicted in sealedconstruction drawings is expresslyconditioned on the full and timelypayment of all fees otherwise dueHumphreys & Partners Architects, L.P.and, in the absence of any writtenagreement to the contrary, is limited toa one-time use One he site indicatedon these plans.HUMPHREYS & PARTNERSURBAN ARCHITECTURE, L.P.5339 ALPHA ROAD * SUITE 300* DALLAS, TX 75240T: (972) 701-9636 F: (972) 701-9639DALLAS * NEWPORT BEACH * NEW ORLEANS *ORLANDO * CHENNAI * MONTEVIDEOCopyright 2017 - Humphreys & Partners Urban Architecture, L.P.All Rights ReservedISSUE FOR PERMIT APPLICATION:ISSUE FOR CONSTRUCTION:DESIGNED BY:PLOT DATEwww.humphreys.comSHEET CONTENTSSHEET NUMBERSCALE--- 1/8" = 1'-0"A4.29DIMENSIONCONTROL PLAN- ROOFNEWMAN DEVELOPMENT GROUPCITY CENTREBH16077PERMIT ISSUE (07/10/2017)SBMCITHACA, NY07/10/201707/10/2017 1/8" = 1'-0"1ROOF - DIMENSION CONTROL PLANREVISION SCHEDULENO: DATE: DESCRIPTION: 112' - 0"Level 01129' - 0"Level 02139' - 4"Level 03100' - 0"Level B1149' - 8"Level 04160' - 0"Level 05170' - 4"Level 06180' - 8"Level 07191' - 0"Level 08201' - 4"Roof Level211' - 4"Stair Overrun12'-0"17'-0"10'-4"10'-4"10'-4"10'-4"10'-4"10'-4"10'-4"10'-0"89'-4"11'-6"12'-0"100'-10"116' - 0"Level 01.2112' - 0"Level 01129' - 0"Level 02139' - 4"Level 03100' - 0"Level B1149' - 8"Level 04160' - 0"Level 05170' - 4"Level 06180' - 8"Level 07191' - 0"Level 08201' - 4"Roof Level211' - 4"Stair Overrun10'-0"10'-4"10'-4"10'-4"10'-4"10'-4"10'-4"10'-4"17'-0"12'-0"11'-6"89'-4"100'-10"12'-0"116' - 0"Level 01.2112' - 0"Level 01129' - 0"Level 02139' - 4"Level 03100' - 0"Level B1149' - 8"Level 04160' - 0"Level 05170' - 4"Level 06180' - 8"Level 07191' - 0"Level 08201' - 4"Roof Level211' - 4"Stair Overrun10'-0"10'-4"10'-4"10'-4"10'-4"10'-4"10'-4"10'-4"17'-0"12'-0"11'-6"89'-4"100'-10"12'-0"116' - 0"Level 01.2112' - 0"Level 01129' - 0"Level 02139' - 4"Level 03100' - 0"Level B1149' - 8"Level 04160' - 0"Level 05170' - 4"Level 06180' - 8"Level 07191' - 0"Level 08201' - 4"Roof Level211' - 4"Stair Overrun10'-0"10'-4"10'-4"10'-4"10'-4"10'-4"10'-4"10'-4"17'-0"12'-0"10'-0"86'-4"3'-0"99'-4"12'-0"116' - 0"Level 01.201AX.XXSIM1tCOLUMN GRID ORREFERENCE BUBBLEWINDOW TAG. SEESCHEDULE STARTING ONSHEET A2.02BUILDING SECTION.LEVEL / ELEVATIONTAGElevationName1.PROVIDE 1/2" MINIMUM OF SLOPE AWAY FROM WALL ON TOP SURFACE OF WALL PROJECTIONS.2.MOUNT ALL EXTERIOR WALL LIGHT FIXTURES MINIMUM 6'-8" A.F.F. TO BOTTOM OF FIXTURE, WHERETHEY PROJECT MORE THAN 4" FROM FACE OF WALL.3.REFER TO CIVIL AND STRUCTURAL DRAWINGS FOR F.F.E. AND SLAB BREAKS4.FLASHING, WATERPROOF MEMBRANES, PROPER CAULKS AND SEALANTS (BACKER RODS AS REQUIRED)SHALL BE INSTALLED AROUND ALL WINDOWS, DOORS, ROOF OPENINGS, HORIZONTAL AND VERTICALJOINTS OF DISSIMILAR MATERIALS, MATERIAL TRANSITIONS, TRIMS AND OTHER WEATHER EXPOSEDAREAS.5.PROVIDE A WATER TIGHT BUILDING(S), ROOF AND EXTERIOR ENVELOPE THAT SHEDS WATERPROPERLY.6.ALL PATIOS, PORCHES, AND SIDEWALKS TO BE SLOPED 1/4" PER 1'-0" MINIMUM IN DIRECTION INDICATEDON PLANS AND AWAY FROM EXTERIOR WALLS.7.GRADES AROUND ALL EXTERIOR WALLS OF THE BUILDING TO BE 8 INCHES MINIMUM BELOW THEFINISHED FLOOR AND IS TO SLOPE AWAY FROM THE BUILDING 5% MIN FOR 10' PER IBC 1804.3.8.GRADE ELEVATIONS ARE APPROXIMATE. REFER TO CIVIL & HARDSCAPE DRAWINGS FOR FINE GRADING.9.PROJECT ADDRESS SIGNAGE TO BE 12" HT. INDIVIDUAL MOUNT, METAL REVERSE PAN CHANNELNUMBER, STREET NUMBERS ONLY OR AS DIRECTED BY OWNER.10.SIGNS ARE FOR REFERENCE ONLY. ALL SIGNS SHALL BE REVIEWED AND INSTALLED UNDER SEPARATEPERMIT.11.ALL EXTERIOR COLORS, FINISHES, AND DECORATIVE TRIM BANDS TO TERMINATE AT AN INSIDECORNER, U.N.O.12.ALIGN ALL MECHANICAL VENTS BOTH HORIZONTALLY AND VERTICALLY.13.PER 2015 IBC SECTION 1406.2.2(2), COMBUSTIBLE ARCHITECTURAL TRIM SHALL BE LIMITED TO 40'-0" INHEIGHT ABOVE GRADE; ARCHITECTURAL TRIM ABOVE 40'-0" IN HEIGHT ABOVE GRADE SHALL BE OFAPPROVED, NON-COMBUSTIBLE MATERIALS AND SHALL BE SECURED TO THE WALL WITH METAL OROTHER APPROVED, NON-COMBUSTIBLE BRACKETS.SYMBOL LEGEND - ELEVATIONSAX.XX1SIMREFERENCE PLAN OR DETAILCALLOUT / SHEET FORADDITIONAL INFORMATION101DOOR TAG. SEESCHEDULE STARTING ONSHEET A2.01SIM1AX.XXWALL SECTION.?ELEVATION KEYNOTE;REF. KEYNOTELEGENDT.O.D.TOP OF DECKT.O.P.TOP OF PLATET.O.S.TOP OF SLABF.F.FINISH FLOORGENERAL ELEVATION NOTESBRICK VENEER -GRAPHICALREPRESENTATION ONLYMETAL PANELMETAL TRIMKEY PLANISSUE FOR PRICING / BIDDING:DRAWN BY:AOR:The architectural works depictedherein are the sole property ofHumphreys & Partners UrbanArchitecture, L.P. and may not beconstructed or used without its expresswritten permission. No permission tomodify or reproduce any of thearchitectural works, including withoutlimitation the e construction of anybuilding, is expressed or should beimplied from delivery of preliminarydrawings or unsealed constructiondrawings. Permission to construct thebuilding depicted in sealedconstruction drawings is expresslyconditioned on the full and timelypayment of all fees otherwise dueHumphreys & Partners Architects, L.P.and, in the absence of any writtenagreement to the contrary, is limited toa one-time use One he site indicatedon these plans.HUMPHREYS & PARTNERSURBAN ARCHITECTURE, L.P.5339 ALPHA ROAD * SUITE 300* DALLAS, TX 75240T: (972) 701-9636 F: (972) 701-9639DALLAS * NEWPORT BEACH * NEW ORLEANS *ORLANDO * CHENNAI * MONTEVIDEOCopyright 2017 - Humphreys & Partners Urban Architecture, L.P.All Rights ReservedISSUE FOR PERMIT APPLICATION:ISSUE FOR CONSTRUCTION:DESIGNED BY:PLOT DATEwww.humphreys.comSHEET CONTENTSSHEET NUMBERSCALE---As indicatedA4.50OVERALLEXTERIORELEVATIONSNEWMAN DEVELOPMENT GROUPCITY CENTREBH16077PERMIT ISSUE (07/07/2017)SBMCITHACA, NY07/07/201707/07/2017 1/16" = 1'-0"1OVERALL - NORTH ELEVATION 1/16" = 1'-0"2OVERALL - EAST ELEVATION 1/16" = 1'-0"3OVERALL - SOUTH ELEVATION 1/16" = 1'-0"4OVERALL - WEST ELEVATIONREVISION SCHEDULENO: DATE: DESCRIPTION: 112' - 0"Level 01129' - 0"Level 02139' - 4"Level 03149' - 8"Level 04160' - 0"Level 05170' - 4"Level 06180' - 8"Level 07191' - 0"Level 0814235678910201' - 4"Roof Level8.C7.D7.A6.C1.D2.C3.A3.D4.B8.F211' - 4"Stair Overrun1A5.021A5.022A5.022A5.025.58.27.25.54.14.17.14.17.15.55.210.15.310.45.114.44.55.617'-0"10'-4"10'-4"10'-4"10'-4"10'-4"10'-4"10'-4"10'-0"1A5.212A5.213A5.214A5.215A5.216A5.211A5.2226.18.18.126.15.85.77.2116' - 0"Level 01.2S1S20S2S3S4S3S4S1S1S2S3S4S2S20S6S3S8S3S8S1S2S1S3S8S1102101R104161616161616161616161616161616161616161616161616161616161616161616161616161616161616161616161616161616161616161616161616161616161616161616161515151515A1A1A1A1A11717A1A1S167.27.27.27.27.27.27.27.17.27.27.25.18.126.38.48.15.5A1A1A1A1A1A1A1A1A1A1A1A1A1A1A1A1A1A1A1A1A1A1A1A1A1A1A1A1A1A1A1A1A1A1A1A1( 436.00' )( 423.00' )( 446.33' )( 456.67' )( 467.00' )( 477.33' )( 487.67' )( 498.00' )( 508.33' )( 518.33' )S9S9S9S9S9S9S9S215151515S2S2S2S26A5.223'-4"7.24.410.25.94.27.27.101AX.XXSIM1tCOLUMN GRID ORREFERENCE BUBBLEWINDOW TAG. SEESCHEDULE STARTING ONSHEET A2.02BUILDING SECTION.LEVEL / ELEVATIONTAGElevationName1.PROVIDE 1/2" MINIMUM OF SLOPE AWAY FROM WALL ON TOP SURFACE OF WALL PROJECTIONS.2.MOUNT ALL EXTERIOR WALL LIGHT FIXTURES MINIMUM 6'-8" A.F.F. TO BOTTOM OF FIXTURE, WHERETHEY PROJECT MORE THAN 4" FROM FACE OF WALL.3.REFER TO CIVIL AND STRUCTURAL DRAWINGS FOR F.F.E. AND SLAB BREAKS4.FLASHING, WATERPROOF MEMBRANES, PROPER CAULKS AND SEALANTS (BACKER RODS AS REQUIRED)SHALL BE INSTALLED AROUND ALL WINDOWS, DOORS, ROOF OPENINGS, HORIZONTAL AND VERTICALJOINTS OF DISSIMILAR MATERIALS, MATERIAL TRANSITIONS, TRIMS AND OTHER WEATHER EXPOSEDAREAS.5.PROVIDE A WATER TIGHT BUILDING(S), ROOF AND EXTERIOR ENVELOPE THAT SHEDS WATERPROPERLY.6.ALL PATIOS, PORCHES, AND SIDEWALKS TO BE SLOPED 1/4" PER 1'-0" MINIMUM IN DIRECTION INDICATEDON PLANS AND AWAY FROM EXTERIOR WALLS.7.GRADES AROUND ALL EXTERIOR WALLS OF THE BUILDING TO BE 8 INCHES MINIMUM BELOW THEFINISHED FLOOR AND IS TO SLOPE AWAY FROM THE BUILDING 5% MIN FOR 10' PER IBC 1804.3.8.GRADE ELEVATIONS ARE APPROXIMATE. REFER TO CIVIL & HARDSCAPE DRAWINGS FOR FINE GRADING.9.PROJECT ADDRESS SIGNAGE TO BE 12" HT. INDIVIDUAL MOUNT, METAL REVERSE PAN CHANNELNUMBER, STREET NUMBERS ONLY OR AS DIRECTED BY OWNER.10.SIGNS ARE FOR REFERENCE ONLY. ALL SIGNS SHALL BE REVIEWED AND INSTALLED UNDER SEPARATEPERMIT.11.ALL EXTERIOR COLORS, FINISHES, AND DECORATIVE TRIM BANDS TO TERMINATE AT AN INSIDECORNER, U.N.O.12.ALIGN ALL MECHANICAL VENTS BOTH HORIZONTALLY AND VERTICALLY.13.PER 2015 IBC SECTION 1406.2.2(2), COMBUSTIBLE ARCHITECTURAL TRIM SHALL BE LIMITED TO 40'-0" INHEIGHT ABOVE GRADE; ARCHITECTURAL TRIM ABOVE 40'-0" IN HEIGHT ABOVE GRADE SHALL BE OFAPPROVED, NON-COMBUSTIBLE MATERIALS AND SHALL BE SECURED TO THE WALL WITH METAL OROTHER APPROVED, NON-COMBUSTIBLE BRACKETS.SYMBOL LEGEND - ELEVATIONSAX.XX1SIMREFERENCE PLAN OR DETAILCALLOUT / SHEET FORADDITIONAL INFORMATION101DOOR TAG. SEESCHEDULE STARTING ONSHEET A2.01SIM1AX.XXWALL SECTION.?ELEVATION KEYNOTE;REF. KEYNOTELEGENDT.O.D.TOP OF DECKT.O.P.TOP OF PLATET.O.S.TOP OF SLABF.F.FINISH FLOORGENERAL ELEVATION NOTESBRICK VENEER -GRAPHICALREPRESENTATION ONLYMETAL PANELMETAL TRIMKEY PLAN180' - 8"Level 07191' - 0"Level 08810201' - 4"Roof Level8.C7.D7.A6.C8.F2A5.022A5.021A5.212A5.213A5.214A5.215A5.215.510'-4"10'-4"26.15.8151717A1A17.2( 487.67' )( 498.00' )( 508.33' )151515191' - 0"Level 08201' - 4"Roof Level1.D2.C3.A3.D4.B10'-4"151515157.27.27.1( 498.00' )( 508.33' )156A5.22ISSUE FOR PRICING / BIDDING:DRAWN BY:AOR:The architectural works depictedherein are the sole property ofHumphreys & Partners UrbanArchitecture, L.P. and may not beconstructed or used without its expresswritten permission. No permission tomodify or reproduce any of thearchitectural works, including withoutlimitation the e construction of anybuilding, is expressed or should beimplied from delivery of preliminarydrawings or unsealed constructiondrawings. Permission to construct thebuilding depicted in sealedconstruction drawings is expresslyconditioned on the full and timelypayment of all fees otherwise dueHumphreys & Partners Architects, L.P.and, in the absence of any writtenagreement to the contrary, is limited toa one-time use One he site indicatedon these plans.HUMPHREYS & PARTNERSURBAN ARCHITECTURE, L.P.5339 ALPHA ROAD * SUITE 300* DALLAS, TX 75240T: (972) 701-9636 F: (972) 701-9639DALLAS * NEWPORT BEACH * NEW ORLEANS *ORLANDO * CHENNAI * MONTEVIDEOCopyright 2017 - Humphreys & Partners Urban Architecture, L.P.All Rights ReservedISSUE FOR PERMIT APPLICATION:ISSUE FOR CONSTRUCTION:DESIGNED BY:PLOT DATEwww.humphreys.comSHEET CONTENTSSHEET NUMBERSCALE---As indicatedA4.51EXTERIORELEVATIONSNEWMAN DEVELOPMENT GROUPCITY CENTREBH16077PERMIT ISSUE (07/10/2017)SBMCITHACA, NY07/10/201707/10/2017 1/8" = 1'-0"11 - NORTH ELEVATIONKeynote LegendKeyValueKeynote Text3.1 CAST-IN-PLACE CONCRETE SITE WALL;REF. STRUCT & CIVIL4.1 BRICK VENEER; ECONOMY SIZE4.2 CAST STONE VENEER4.3 CAST STONE SILL4.4 BRICK SOLDIER COURSE HEADER4.5 BRICK ROWLOCK COURSE SILL5.1 METAL LOUVER5.2 METAL TUBE HANDRAIL/GUARDAIL5.3 PRE-FINISHED METAL FLASHING5.4 MESH MECHANICAL SCREENING ATROOF5.5 WIRE MESH GUARDRAIL; 2"x2"GALVANIZED5.6 GLASS RAILING W/ALUMINUM FRAME5.7 STEEL SUPPORT BRACKET5.8 METAL PANEL BANDING5.9 HANGER ROD AT CANOPY5.11 STEEL FRAMED & ACM FINISHEDCORNICE7.1 METAL PANEL SYSTEM7.2 ACM PANEL SYSTEM8.1 ALUMINUM STOREFRONT SYSTEM8.2 FIBER-GLASS FRAME FRENCH DOOR8.4 ALUMINUM-CLAD WOOD GLIDERWINDOW8.5 ALUMINUM-CLAD WOOD CASEMENTWINDOW8.6 INSULATED OVERHEAD COILING DOOR10.1 BUILDING SIGNAGE; BY OTHERS10.2 CUSTOM STEEL AND GLASS CANOPY10.3 FABRIC AWNING *TO BE LOCATED AFTERTENENT10.4 PRE-FABRICATED METAL CANOPY26.1 DECORATIVE SCONCE LIGHT FIXTURE;REF. ELEC.26.3 PHOTOVOLTAIC SOLAR ARRAY ONRACKING SYSTEM1 1/8" = 1'-0"31.2 - NORTH ELEVATION 1/8" = 1'-0"21.3 - NORTH ELEVATIONREVISION SCHEDULENO: DATE: DESCRIPTION: 112' - 0"Level 01129' - 0"Level 02139' - 4"Level 03100' - 0"Level B1149' - 8"Level 04160' - 0"Level 05170' - 4"Level 06180' - 8"Level 07191' - 0"Level 08201' - 4"Roof Level211' - 4"Stair Overrun10'-0"10'-4"10'-4"10'-4"10'-4"10'-4"10'-4"10'-4"17'-0"12'-0"116' - 0"Level 01.2S4S3S4A1A1A1A1A3A3A3A3A3A1A1A1A3A3( 407.00' )( 419.00' )( 423.00' )( 436.00' )( 446.33' )( 456.67' )( 467.00' )( 477.33' )( 487.67' )( 498.00' )( 508.33' )( 518.33' )112' - 0"Level 01129' - 0"Level 02139' - 4"Level 03100' - 0"Level B1149' - 8"Level 04160' - 0"Level 05170' - 4"Level 06180' - 8"Level 07191' - 0"Level 08AB201' - 4"Roof Level211' - 4"Stair Overrun2A5.012A5.015.58.27.14.14.15.87.14.310'-0"10'-4"10'-4"10'-4"10'-4"10'-4"10'-4"10'-4"17'-0"12'-0"2A5.22116' - 0"Level 01.2A3A3A3A3A3A3A3A3A315151515158.57.2( 407.00' )( 419.00' )( 423.00' )( 436.00' )( 446.33' )( 456.67' )( 467.00' )( 477.33' )( 487.67' )( 498.00' )( 508.33' )( 518.33' )2A1.022A1.0201AX.XXSIM1tCOLUMN GRID ORREFERENCE BUBBLEWINDOW TAG. SEESCHEDULE STARTING ONSHEET A2.02BUILDING SECTION.LEVEL / ELEVATIONTAGElevationName1.PROVIDE 1/2" MINIMUM OF SLOPE AWAY FROM WALL ON TOP SURFACE OF WALL PROJECTIONS.2.MOUNT ALL EXTERIOR WALL LIGHT FIXTURES MINIMUM 6'-8" A.F.F. TO BOTTOM OF FIXTURE, WHERETHEY PROJECT MORE THAN 4" FROM FACE OF WALL.3.REFER TO CIVIL AND STRUCTURAL DRAWINGS FOR F.F.E. AND SLAB BREAKS4.FLASHING, WATERPROOF MEMBRANES, PROPER CAULKS AND SEALANTS (BACKER RODS AS REQUIRED)SHALL BE INSTALLED AROUND ALL WINDOWS, DOORS, ROOF OPENINGS, HORIZONTAL AND VERTICALJOINTS OF DISSIMILAR MATERIALS, MATERIAL TRANSITIONS, TRIMS AND OTHER WEATHER EXPOSEDAREAS.5.PROVIDE A WATER TIGHT BUILDING(S), ROOF AND EXTERIOR ENVELOPE THAT SHEDS WATERPROPERLY.6.ALL PATIOS, PORCHES, AND SIDEWALKS TO BE SLOPED 1/4" PER 1'-0" MINIMUM IN DIRECTION INDICATEDON PLANS AND AWAY FROM EXTERIOR WALLS.7.GRADES AROUND ALL EXTERIOR WALLS OF THE BUILDING TO BE 8 INCHES MINIMUM BELOW THEFINISHED FLOOR AND IS TO SLOPE AWAY FROM THE BUILDING 5% MIN FOR 10' PER IBC 1804.3.8.GRADE ELEVATIONS ARE APPROXIMATE. REFER TO CIVIL & HARDSCAPE DRAWINGS FOR FINE GRADING.9.PROJECT ADDRESS SIGNAGE TO BE 12" HT. INDIVIDUAL MOUNT, METAL REVERSE PAN CHANNELNUMBER, STREET NUMBERS ONLY OR AS DIRECTED BY OWNER.10.SIGNS ARE FOR REFERENCE ONLY. ALL SIGNS SHALL BE REVIEWED AND INSTALLED UNDER SEPARATEPERMIT.11.ALL EXTERIOR COLORS, FINISHES, AND DECORATIVE TRIM BANDS TO TERMINATE AT AN INSIDECORNER, U.N.O.12.ALIGN ALL MECHANICAL VENTS BOTH HORIZONTALLY AND VERTICALLY.13.PER 2015 IBC SECTION 1406.2.2(2), COMBUSTIBLE ARCHITECTURAL TRIM SHALL BE LIMITED TO 40'-0" INHEIGHT ABOVE GRADE; ARCHITECTURAL TRIM ABOVE 40'-0" IN HEIGHT ABOVE GRADE SHALL BE OFAPPROVED, NON-COMBUSTIBLE MATERIALS AND SHALL BE SECURED TO THE WALL WITH METAL OROTHER APPROVED, NON-COMBUSTIBLE BRACKETS.SYMBOL LEGEND - ELEVATIONSAX.XX1SIMREFERENCE PLAN OR DETAILCALLOUT / SHEET FORADDITIONAL INFORMATION101DOOR TAG. SEESCHEDULE STARTING ONSHEET A2.01SIM1AX.XXWALL SECTION.?ELEVATION KEYNOTE;REF. KEYNOTELEGENDT.O.D.TOP OF DECKT.O.P.TOP OF PLATET.O.S.TOP OF SLABF.F.FINISH FLOORGENERAL ELEVATION NOTESBRICK VENEER -GRAPHICALREPRESENTATION ONLYMETAL PANELMETAL TRIMKEY PLANISSUE FOR PRICING / BIDDING:DRAWN BY:AOR:The architectural works depictedherein are the sole property ofHumphreys & Partners UrbanArchitecture, L.P. and may not beconstructed or used without its expresswritten permission. No permission tomodify or reproduce any of thearchitectural works, including withoutlimitation the e construction of anybuilding, is expressed or should beimplied from delivery of preliminarydrawings or unsealed constructiondrawings. Permission to construct thebuilding depicted in sealedconstruction drawings is expresslyconditioned on the full and timelypayment of all fees otherwise dueHumphreys & Partners Architects, L.P.and, in the absence of any writtenagreement to the contrary, is limited toa one-time use One he site indicatedon these plans.HUMPHREYS & PARTNERSURBAN ARCHITECTURE, L.P.5339 ALPHA ROAD * SUITE 300* DALLAS, TX 75240T: (972) 701-9636 F: (972) 701-9639DALLAS * NEWPORT BEACH * NEW ORLEANS *ORLANDO * CHENNAI * MONTEVIDEOCopyright 2017 - Humphreys & Partners Urban Architecture, L.P.All Rights ReservedISSUE FOR PERMIT APPLICATION:ISSUE FOR CONSTRUCTION:DESIGNED BY:PLOT DATEwww.humphreys.comSHEET CONTENTSSHEET NUMBERSCALE---As indicatedA4.52EXTERIORELEVATIONSNEWMAN DEVELOPMENT GROUPCITY CENTREBH16077PERMIT ISSUE (07/10/2017)SBMCITHACA, NY07/10/201707/10/2017 1/8" = 1'-0"13 - EAST ELEVATION 1/8" = 1'-0"22 - EAST ELEVATIONKeynote LegendKeyValueKeynote Text3.1 CAST-IN-PLACE CONCRETE SITE WALL;REF. STRUCT & CIVIL4.1 BRICK VENEER; ECONOMY SIZE4.2 CAST STONE VENEER4.3 CAST STONE SILL4.4 BRICK SOLDIER COURSE HEADER4.5 BRICK ROWLOCK COURSE SILL5.1 METAL LOUVER5.2 METAL TUBE HANDRAIL/GUARDAIL5.3 PRE-FINISHED METAL FLASHING5.4 MESH MECHANICAL SCREENING ATROOF5.5 WIRE MESH GUARDRAIL; 2"x2"GALVANIZED5.6 GLASS RAILING W/ALUMINUM FRAME5.7 STEEL SUPPORT BRACKET5.8 METAL PANEL BANDING5.9 HANGER ROD AT CANOPY5.11 STEEL FRAMED & ACM FINISHEDCORNICE7.1 METAL PANEL SYSTEM7.2 ACM PANEL SYSTEM8.1 ALUMINUM STOREFRONT SYSTEM8.2 FIBER-GLASS FRAME FRENCH DOOR8.4 ALUMINUM-CLAD WOOD GLIDERWINDOW8.5 ALUMINUM-CLAD WOOD CASEMENTWINDOW8.6 INSULATED OVERHEAD COILING DOOR10.1 BUILDING SIGNAGE; BY OTHERS10.2 CUSTOM STEEL AND GLASS CANOPY10.3 FABRIC AWNING *TO BE LOCATED AFTERTENENT10.4 PRE-FABRICATED METAL CANOPY26.1 DECORATIVE SCONCE LIGHT FIXTURE;REF. ELEC.26.3 PHOTOVOLTAIC SOLAR ARRAY ONRACKING SYSTEM12REVISION SCHEDULENO: DATE: DESCRIPTION: 112' - 0"Level 01129' - 0"Level 02139' - 4"Level 03100' - 0"Level B1149' - 8"Level 04160' - 0"Level 05170' - 4"Level 06180' - 8"Level 07191' - 0"Level 08201' - 4"Roof LevelK.1J.3H.4G.6G.2G.1P.1N.1M.1211' - 4"Stair Overrun3A5.023A5.027.15.58.27.14.34.15.510'-0"10'-4"10'-4"10'-4"10'-4"10'-4"10'-4"10'-4"17'-0"12'-0"5A5.22116' - 0"Level 01.2S11S12S3S4A2A1A4A1A1A1A2A4A1A1A1A2A4A1A1A1A2A4A1A1A1A2A4A1A1A1A2A4A1A1A1A2A1A11616161616161616161616161616121a8.18.126.38.48.5( 407.00' )( 419.02' )( 423.00' )( 436.02' )( 446.33' )( 456.67' )( 467.00' )( 477.33' )( 487.67' )( 498.00' )( 508.33' )( 518.33' )112' - 0"Level 01129' - 0"Level 02139' - 4"Level 03100' - 0"Level B1149' - 8"Level 04160' - 0"Level 05170' - 4"Level 06180' - 8"Level 07191' - 0"Level 08201' - 4"Roof LevelL.1211' - 4"Stair Overrun7.15.58.24.14.37.24.410'-0"10'-4"10'-4"10'-4"10'-4"10'-4"10'-4"10'-4"17'-0"12'-0"4A5.22116' - 0"Level 01.2S14S13S13S1415151515151515151515151515157.28.18.1( 407.00' )( 419.00' )( 423.00' )( 436.00' )( 446.33' )( 456.67' )( 467.00' )( 477.33' )( 487.67' )( 498.00' )( 518.33' )7.27.101AX.XXSIM1tCOLUMN GRID ORREFERENCE BUBBLEWINDOW TAG. SEESCHEDULE STARTING ONSHEET A2.02BUILDING SECTION.LEVEL / ELEVATIONTAGElevationName1.PROVIDE 1/2" MINIMUM OF SLOPE AWAY FROM WALL ON TOP SURFACE OF WALL PROJECTIONS.2.MOUNT ALL EXTERIOR WALL LIGHT FIXTURES MINIMUM 6'-8" A.F.F. TO BOTTOM OF FIXTURE, WHERETHEY PROJECT MORE THAN 4" FROM FACE OF WALL.3.REFER TO CIVIL AND STRUCTURAL DRAWINGS FOR F.F.E. AND SLAB BREAKS4.FLASHING, WATERPROOF MEMBRANES, PROPER CAULKS AND SEALANTS (BACKER RODS AS REQUIRED)SHALL BE INSTALLED AROUND ALL WINDOWS, DOORS, ROOF OPENINGS, HORIZONTAL AND VERTICALJOINTS OF DISSIMILAR MATERIALS, MATERIAL TRANSITIONS, TRIMS AND OTHER WEATHER EXPOSEDAREAS.5.PROVIDE A WATER TIGHT BUILDING(S), ROOF AND EXTERIOR ENVELOPE THAT SHEDS WATERPROPERLY.6.ALL PATIOS, PORCHES, AND SIDEWALKS TO BE SLOPED 1/4" PER 1'-0" MINIMUM IN DIRECTION INDICATEDON PLANS AND AWAY FROM EXTERIOR WALLS.7.GRADES AROUND ALL EXTERIOR WALLS OF THE BUILDING TO BE 8 INCHES MINIMUM BELOW THEFINISHED FLOOR AND IS TO SLOPE AWAY FROM THE BUILDING 5% MIN FOR 10' PER IBC 1804.3.8.GRADE ELEVATIONS ARE APPROXIMATE. REFER TO CIVIL & HARDSCAPE DRAWINGS FOR FINE GRADING.9.PROJECT ADDRESS SIGNAGE TO BE 12" HT. INDIVIDUAL MOUNT, METAL REVERSE PAN CHANNELNUMBER, STREET NUMBERS ONLY OR AS DIRECTED BY OWNER.10.SIGNS ARE FOR REFERENCE ONLY. ALL SIGNS SHALL BE REVIEWED AND INSTALLED UNDER SEPARATEPERMIT.11.ALL EXTERIOR COLORS, FINISHES, AND DECORATIVE TRIM BANDS TO TERMINATE AT AN INSIDECORNER, U.N.O.12.ALIGN ALL MECHANICAL VENTS BOTH HORIZONTALLY AND VERTICALLY.13.PER 2015 IBC SECTION 1406.2.2(2), COMBUSTIBLE ARCHITECTURAL TRIM SHALL BE LIMITED TO 40'-0" INHEIGHT ABOVE GRADE; ARCHITECTURAL TRIM ABOVE 40'-0" IN HEIGHT ABOVE GRADE SHALL BE OFAPPROVED, NON-COMBUSTIBLE MATERIALS AND SHALL BE SECURED TO THE WALL WITH METAL OROTHER APPROVED, NON-COMBUSTIBLE BRACKETS.SYMBOL LEGEND - ELEVATIONSAX.XX1SIMREFERENCE PLAN OR DETAILCALLOUT / SHEET FORADDITIONAL INFORMATION101DOOR TAG. SEESCHEDULE STARTING ONSHEET A2.01SIM1AX.XXWALL SECTION.?ELEVATION KEYNOTE;REF. KEYNOTELEGENDT.O.D.TOP OF DECKT.O.P.TOP OF PLATET.O.S.TOP OF SLABF.F.FINISH FLOORGENERAL ELEVATION NOTESBRICK VENEER -GRAPHICALREPRESENTATION ONLYMETAL PANELMETAL TRIMKEY PLANISSUE FOR PRICING / BIDDING:DRAWN BY:AOR:The architectural works depictedherein are the sole property ofHumphreys & Partners UrbanArchitecture, L.P. and may not beconstructed or used without its expresswritten permission. No permission tomodify or reproduce any of thearchitectural works, including withoutlimitation the e construction of anybuilding, is expressed or should beimplied from delivery of preliminarydrawings or unsealed constructiondrawings. Permission to construct thebuilding depicted in sealedconstruction drawings is expresslyconditioned on the full and timelypayment of all fees otherwise dueHumphreys & Partners Architects, L.P.and, in the absence of any writtenagreement to the contrary, is limited toa one-time use One he site indicatedon these plans.HUMPHREYS & PARTNERSURBAN ARCHITECTURE, L.P.5339 ALPHA ROAD * SUITE 300* DALLAS, TX 75240T: (972) 701-9636 F: (972) 701-9639DALLAS * NEWPORT BEACH * NEW ORLEANS *ORLANDO * CHENNAI * MONTEVIDEOCopyright 2017 - Humphreys & Partners Urban Architecture, L.P.All Rights ReservedISSUE FOR PERMIT APPLICATION:ISSUE FOR CONSTRUCTION:DESIGNED BY:PLOT DATEwww.humphreys.comSHEET CONTENTSSHEET NUMBERSCALE---As indicatedA4.53EXTERIORELEVATIONSNEWMAN DEVELOPMENT GROUPCITY CENTREBH16077PERMIT ISSUE (07/10/2017)SBMCITHACA, NY07/10/201707/10/2017 1/8" = 1'-0"16 - EAST ELEVATION 1/8" = 1'-0"25 - EAST ELEVATIONKeynote LegendKeyValueKeynote Text3.1 CAST-IN-PLACE CONCRETE SITE WALL;REF. STRUCT & CIVIL4.1 BRICK VENEER; ECONOMY SIZE4.2 CAST STONE VENEER4.3 CAST STONE SILL4.4 BRICK SOLDIER COURSE HEADER4.5 BRICK ROWLOCK COURSE SILL5.1 METAL LOUVER5.2 METAL TUBE HANDRAIL/GUARDAIL5.3 PRE-FINISHED METAL FLASHING5.4 MESH MECHANICAL SCREENING ATROOF5.5 WIRE MESH GUARDRAIL; 2"x2"GALVANIZED5.6 GLASS RAILING W/ALUMINUM FRAME5.7 STEEL SUPPORT BRACKET5.8 METAL PANEL BANDING5.9 HANGER ROD AT CANOPY5.11 STEEL FRAMED & ACM FINISHEDCORNICE7.1 METAL PANEL SYSTEM7.2 ACM PANEL SYSTEM8.1 ALUMINUM STOREFRONT SYSTEM8.2 FIBER-GLASS FRAME FRENCH DOOR8.4 ALUMINUM-CLAD WOOD GLIDERWINDOW8.5 ALUMINUM-CLAD WOOD CASEMENTWINDOW8.6 INSULATED OVERHEAD COILING DOOR10.1 BUILDING SIGNAGE; BY OTHERS10.2 CUSTOM STEEL AND GLASS CANOPY10.3 FABRIC AWNING *TO BE LOCATED AFTERTENENT10.4 PRE-FABRICATED METAL CANOPY26.1 DECORATIVE SCONCE LIGHT FIXTURE;REF. ELEC.26.3 PHOTOVOLTAIC SOLAR ARRAY ONRACKING SYSTEM12REVISION SCHEDULENO: DATE: DESCRIPTION: 112' - 0"Level 01129' - 0"Level 02139' - 4"Level 03149' - 8"Level 04160' - 0"Level 05170' - 4"Level 06180' - 8"Level 07191' - 0"Level 08201' - 4"Roof Level211' - 4"Stair Overrun5.37.110.17.15.58.24.14.310'-0"10'-4"10'-4"10'-4"10'-4"10'-4"10'-4"10'-4"17'-0"5.8116' - 0"Level 01.2A1A1A1A1A1A1A1A1A1A1A1A1A1A1?7.28.4( 518.33' )( 508.33' )( 498.00' )( 487.67' )( 477.33' )( 467.00' )( 456.67' )( 446.33' )( 436.00' )( 423.00' )( 419.00' )112' - 0"Level 01129' - 0"Level 02139' - 4"Level 03100' - 0"Level B1149' - 8"Level 04160' - 0"Level 05170' - 4"Level 06180' - 8"Level 07191' - 0"Level 08201' - 4"Roof Level2.13.14.15.16.17.15.6211' - 4"Stair Overrun7.15.58.24.34.15.15.81A5.3110'-0"10'-4"10'-4"10'-4"10'-4"10'-4"10'-4"10'-4"17'-0"12'-0"116' - 0"Level 01.2B100bB100aL3L1A1A1A1A1A1A1A116161616161616( 518.33' )( 508.33' )( 498.00' )( 487.67' )( 477.33' )( 467.00' )( 456.67' )( 446.33' )( 436.00' )( 423.00' )( 419.00' )( 407.00' )7.16A5.236A5.3101AX.XXSIM1tCOLUMN GRID ORREFERENCE BUBBLEWINDOW TAG. SEESCHEDULE STARTING ONSHEET A2.02BUILDING SECTION.LEVEL / ELEVATIONTAGElevationName1.PROVIDE 1/2" MINIMUM OF SLOPE AWAY FROM WALL ON TOP SURFACE OF WALL PROJECTIONS.2.MOUNT ALL EXTERIOR WALL LIGHT FIXTURES MINIMUM 6'-8" A.F.F. TO BOTTOM OF FIXTURE, WHERETHEY PROJECT MORE THAN 4" FROM FACE OF WALL.3.REFER TO CIVIL AND STRUCTURAL DRAWINGS FOR F.F.E. AND SLAB BREAKS4.FLASHING, WATERPROOF MEMBRANES, PROPER CAULKS AND SEALANTS (BACKER RODS AS REQUIRED)SHALL BE INSTALLED AROUND ALL WINDOWS, DOORS, ROOF OPENINGS, HORIZONTAL AND VERTICALJOINTS OF DISSIMILAR MATERIALS, MATERIAL TRANSITIONS, TRIMS AND OTHER WEATHER EXPOSEDAREAS.5.PROVIDE A WATER TIGHT BUILDING(S), ROOF AND EXTERIOR ENVELOPE THAT SHEDS WATERPROPERLY.6.ALL PATIOS, PORCHES, AND SIDEWALKS TO BE SLOPED 1/4" PER 1'-0" MINIMUM IN DIRECTION INDICATEDON PLANS AND AWAY FROM EXTERIOR WALLS.7.GRADES AROUND ALL EXTERIOR WALLS OF THE BUILDING TO BE 8 INCHES MINIMUM BELOW THEFINISHED FLOOR AND IS TO SLOPE AWAY FROM THE BUILDING 5% MIN FOR 10' PER IBC 1804.3.8.GRADE ELEVATIONS ARE APPROXIMATE. REFER TO CIVIL & HARDSCAPE DRAWINGS FOR FINE GRADING.9.PROJECT ADDRESS SIGNAGE TO BE 12" HT. INDIVIDUAL MOUNT, METAL REVERSE PAN CHANNELNUMBER, STREET NUMBERS ONLY OR AS DIRECTED BY OWNER.10.SIGNS ARE FOR REFERENCE ONLY. ALL SIGNS SHALL BE REVIEWED AND INSTALLED UNDER SEPARATEPERMIT.11.ALL EXTERIOR COLORS, FINISHES, AND DECORATIVE TRIM BANDS TO TERMINATE AT AN INSIDECORNER, U.N.O.12.ALIGN ALL MECHANICAL VENTS BOTH HORIZONTALLY AND VERTICALLY.13.PER 2015 IBC SECTION 1406.2.2(2), COMBUSTIBLE ARCHITECTURAL TRIM SHALL BE LIMITED TO 40'-0" INHEIGHT ABOVE GRADE; ARCHITECTURAL TRIM ABOVE 40'-0" IN HEIGHT ABOVE GRADE SHALL BE OFAPPROVED, NON-COMBUSTIBLE MATERIALS AND SHALL BE SECURED TO THE WALL WITH METAL OROTHER APPROVED, NON-COMBUSTIBLE BRACKETS.SYMBOL LEGEND - ELEVATIONSAX.XX1SIMREFERENCE PLAN OR DETAILCALLOUT / SHEET FORADDITIONAL INFORMATION101DOOR TAG. SEESCHEDULE STARTING ONSHEET A2.01SIM1AX.XXWALL SECTION.?ELEVATION KEYNOTE;REF. KEYNOTELEGENDT.O.D.TOP OF DECKT.O.P.TOP OF PLATET.O.S.TOP OF SLABF.F.FINISH FLOORGENERAL ELEVATION NOTESBRICK VENEER -GRAPHICALREPRESENTATION ONLYMETAL PANELMETAL TRIMKEY PLANISSUE FOR PRICING / BIDDING:DRAWN BY:AOR:The architectural works depictedherein are the sole property ofHumphreys & Partners UrbanArchitecture, L.P. and may not beconstructed or used without its expresswritten permission. No permission tomodify or reproduce any of thearchitectural works, including withoutlimitation the e construction of anybuilding, is expressed or should beimplied from delivery of preliminarydrawings or unsealed constructiondrawings. Permission to construct thebuilding depicted in sealedconstruction drawings is expresslyconditioned on the full and timelypayment of all fees otherwise dueHumphreys & Partners Architects, L.P.and, in the absence of any writtenagreement to the contrary, is limited toa one-time use One he site indicatedon these plans.HUMPHREYS & PARTNERSURBAN ARCHITECTURE, L.P.5339 ALPHA ROAD * SUITE 300* DALLAS, TX 75240T: (972) 701-9636 F: (972) 701-9639DALLAS * NEWPORT BEACH * NEW ORLEANS *ORLANDO * CHENNAI * MONTEVIDEOCopyright 2017 - Humphreys & Partners Urban Architecture, L.P.All Rights ReservedISSUE FOR PERMIT APPLICATION:ISSUE FOR CONSTRUCTION:DESIGNED BY:PLOT DATEwww.humphreys.comSHEET CONTENTSSHEET NUMBERSCALE---As indicatedA4.54EXTERIORELEVATIONSNEWMAN DEVELOPMENT GROUPCITY CENTREBH16077PERMIT ISSUE (07/10/2017)SBMCITHACA, NY07/10/201707/10/2017 1/8" = 1'-0"18 - SOUTH ELEVATION 1/8" = 1'-0"27 - SOUTH ELEVATIONKeynote LegendKeyValueKeynote Text3.1 CAST-IN-PLACE CONCRETE SITE WALL;REF. STRUCT & CIVIL4.1 BRICK VENEER; ECONOMY SIZE4.2 CAST STONE VENEER4.3 CAST STONE SILL4.4 BRICK SOLDIER COURSE HEADER4.5 BRICK ROWLOCK COURSE SILL5.1 METAL LOUVER5.2 METAL TUBE HANDRAIL/GUARDAIL5.3 PRE-FINISHED METAL FLASHING5.4 MESH MECHANICAL SCREENING ATROOF5.5 WIRE MESH GUARDRAIL; 2"x2"GALVANIZED5.6 GLASS RAILING W/ALUMINUM FRAME5.7 STEEL SUPPORT BRACKET5.8 METAL PANEL BANDING5.9 HANGER ROD AT CANOPY5.11 STEEL FRAMED & ACM FINISHEDCORNICE7.1 METAL PANEL SYSTEM7.2 ACM PANEL SYSTEM8.1 ALUMINUM STOREFRONT SYSTEM8.2 FIBER-GLASS FRAME FRENCH DOOR8.4 ALUMINUM-CLAD WOOD GLIDERWINDOW8.5 ALUMINUM-CLAD WOOD CASEMENTWINDOW8.6 INSULATED OVERHEAD COILING DOOR10.1 BUILDING SIGNAGE; BY OTHERS10.2 CUSTOM STEEL AND GLASS CANOPY10.3 FABRIC AWNING *TO BE LOCATED AFTERTENENT10.4 PRE-FABRICATED METAL CANOPY26.1 DECORATIVE SCONCE LIGHT FIXTURE;REF. ELEC.26.3 PHOTOVOLTAIC SOLAR ARRAY ONRACKING SYSTEM12REVISION SCHEDULENO: DATE: DESCRIPTION: 112' - 0"Level 01129' - 0"Level 02139' - 4"Level 03149' - 8"Level 04160' - 0"Level 05170' - 4"Level 06180' - 8"Level 07191' - 0"Level 08435678910201' - 4"Roof Level9.C8.B6.D6.B5.C4.C3.C3.B8.D211' - 4"Stair Overrun1A5.021A5.022A5.022A5.025.57.14.14.15.54.17.25.84.310'-0"10'-4"10'-4"10'-4"10'-4"10'-4"10'-4"10'-4"17'-0"3A5.223A5.22116' - 0"Level 01.2A1A1A1A1A1161616161616161616161616161616161616161616161616161616161616161616161616161616161616A1A1A1A1A1A1A1A1A1A1A1A1A1A1A1A1A1A1A1A1A1A1A1A1A1A1A1A1A1A1A1A1A1A1A1A1A1A1A1A1A1A1A1A1A1A1A1A1A1S1S2S4S2S4S3S3S1S4S11S12A2A2A2A2A2A2A2S1-17.24.18.28.47.17.18.28.47.28.57.226.35.4( 419.00' )( 423.00' )( 436.00' )( 446.33' )( 456.67' )( 467.00' )( 477.33' )( 487.67' )( 498.00' )( 508.33' )( 518.33' )1A5.231A5.237.1S2S2S2S1S2S1S4S4S3S401AX.XXSIM1tCOLUMN GRID ORREFERENCE BUBBLEWINDOW TAG. SEESCHEDULE STARTING ONSHEET A2.02BUILDING SECTION.LEVEL / ELEVATIONTAGElevationName1.PROVIDE 1/2" MINIMUM OF SLOPE AWAY FROM WALL ON TOP SURFACE OF WALL PROJECTIONS.2.MOUNT ALL EXTERIOR WALL LIGHT FIXTURES MINIMUM 6'-8" A.F.F. TO BOTTOM OF FIXTURE, WHERETHEY PROJECT MORE THAN 4" FROM FACE OF WALL.3.REFER TO CIVIL AND STRUCTURAL DRAWINGS FOR F.F.E. AND SLAB BREAKS4.FLASHING, WATERPROOF MEMBRANES, PROPER CAULKS AND SEALANTS (BACKER RODS AS REQUIRED)SHALL BE INSTALLED AROUND ALL WINDOWS, DOORS, ROOF OPENINGS, HORIZONTAL AND VERTICALJOINTS OF DISSIMILAR MATERIALS, MATERIAL TRANSITIONS, TRIMS AND OTHER WEATHER EXPOSEDAREAS.5.PROVIDE A WATER TIGHT BUILDING(S), ROOF AND EXTERIOR ENVELOPE THAT SHEDS WATERPROPERLY.6.ALL PATIOS, PORCHES, AND SIDEWALKS TO BE SLOPED 1/4" PER 1'-0" MINIMUM IN DIRECTION INDICATEDON PLANS AND AWAY FROM EXTERIOR WALLS.7.GRADES AROUND ALL EXTERIOR WALLS OF THE BUILDING TO BE 8 INCHES MINIMUM BELOW THEFINISHED FLOOR AND IS TO SLOPE AWAY FROM THE BUILDING 5% MIN FOR 10' PER IBC 1804.3.8.GRADE ELEVATIONS ARE APPROXIMATE. REFER TO CIVIL & HARDSCAPE DRAWINGS FOR FINE GRADING.9.PROJECT ADDRESS SIGNAGE TO BE 12" HT. INDIVIDUAL MOUNT, METAL REVERSE PAN CHANNELNUMBER, STREET NUMBERS ONLY OR AS DIRECTED BY OWNER.10.SIGNS ARE FOR REFERENCE ONLY. ALL SIGNS SHALL BE REVIEWED AND INSTALLED UNDER SEPARATEPERMIT.11.ALL EXTERIOR COLORS, FINISHES, AND DECORATIVE TRIM BANDS TO TERMINATE AT AN INSIDECORNER, U.N.O.12.ALIGN ALL MECHANICAL VENTS BOTH HORIZONTALLY AND VERTICALLY.13.PER 2015 IBC SECTION 1406.2.2(2), COMBUSTIBLE ARCHITECTURAL TRIM SHALL BE LIMITED TO 40'-0" INHEIGHT ABOVE GRADE; ARCHITECTURAL TRIM ABOVE 40'-0" IN HEIGHT ABOVE GRADE SHALL BE OFAPPROVED, NON-COMBUSTIBLE MATERIALS AND SHALL BE SECURED TO THE WALL WITH METAL OROTHER APPROVED, NON-COMBUSTIBLE BRACKETS.SYMBOL LEGEND - ELEVATIONSAX.XX1SIMREFERENCE PLAN OR DETAILCALLOUT / SHEET FORADDITIONAL INFORMATION101DOOR TAG. SEESCHEDULE STARTING ONSHEET A2.01SIM1AX.XXWALL SECTION.?ELEVATION KEYNOTE;REF. KEYNOTELEGENDT.O.D.TOP OF DECKT.O.P.TOP OF PLATET.O.S.TOP OF SLABF.F.FINISH FLOORGENERAL ELEVATION NOTESBRICK VENEER -GRAPHICALREPRESENTATION ONLYMETAL PANELMETAL TRIMKEY PLANISSUE FOR PRICING / BIDDING:DRAWN BY:AOR:The architectural works depictedherein are the sole property ofHumphreys & Partners UrbanArchitecture, L.P. and may not beconstructed or used without its expresswritten permission. No permission tomodify or reproduce any of thearchitectural works, including withoutlimitation the e construction of anybuilding, is expressed or should beimplied from delivery of preliminarydrawings or unsealed constructiondrawings. Permission to construct thebuilding depicted in sealedconstruction drawings is expresslyconditioned on the full and timelypayment of all fees otherwise dueHumphreys & Partners Architects, L.P.and, in the absence of any writtenagreement to the contrary, is limited toa one-time use One he site indicatedon these plans.HUMPHREYS & PARTNERSURBAN ARCHITECTURE, L.P.5339 ALPHA ROAD * SUITE 300* DALLAS, TX 75240T: (972) 701-9636 F: (972) 701-9639DALLAS * NEWPORT BEACH * NEW ORLEANS *ORLANDO * CHENNAI * MONTEVIDEOCopyright 2017 - Humphreys & Partners Urban Architecture, L.P.All Rights ReservedISSUE FOR PERMIT APPLICATION:ISSUE FOR CONSTRUCTION:DESIGNED BY:PLOT DATEwww.humphreys.comSHEET CONTENTSSHEET NUMBERSCALE---As indicatedA4.55EXTERIORELEVATIONSNEWMAN DEVELOPMENT GROUPCITY CENTREBH16077PERMIT ISSUE (07/10/2017)SBMCITHACA, NY07/10/201707/10/2017 1/8" = 1'-0"14 - SOUTH ELEVATIONKeynote LegendKeyValueKeynote Text3.1 CAST-IN-PLACE CONCRETE SITE WALL;REF. STRUCT & CIVIL4.1 BRICK VENEER; ECONOMY SIZE4.2 CAST STONE VENEER4.3 CAST STONE SILL4.4 BRICK SOLDIER COURSE HEADER4.5 BRICK ROWLOCK COURSE SILL5.1 METAL LOUVER5.2 METAL TUBE HANDRAIL/GUARDAIL5.3 PRE-FINISHED METAL FLASHING5.4 MESH MECHANICAL SCREENING ATROOF5.5 WIRE MESH GUARDRAIL; 2"x2"GALVANIZED5.6 GLASS RAILING W/ALUMINUM FRAME5.7 STEEL SUPPORT BRACKET5.8 METAL PANEL BANDING5.9 HANGER ROD AT CANOPY5.11 STEEL FRAMED & ACM FINISHEDCORNICE7.1 METAL PANEL SYSTEM7.2 ACM PANEL SYSTEM8.1 ALUMINUM STOREFRONT SYSTEM8.2 FIBER-GLASS FRAME FRENCH DOOR8.4 ALUMINUM-CLAD WOOD GLIDERWINDOW8.5 ALUMINUM-CLAD WOOD CASEMENTWINDOW8.6 INSULATED OVERHEAD COILING DOOR10.1 BUILDING SIGNAGE; BY OTHERS10.2 CUSTOM STEEL AND GLASS CANOPY10.3 FABRIC AWNING *TO BE LOCATED AFTERTENENT10.4 PRE-FABRICATED METAL CANOPY26.1 DECORATIVE SCONCE LIGHT FIXTURE;REF. ELEC.26.3 PHOTOVOLTAIC SOLAR ARRAY ONRACKING SYSTEM1REVISION SCHEDULENO: DATE: DESCRIPTION: 112' - 0"Level 01129' - 0"Level 02139' - 4"Level 03149' - 8"Level 04160' - 0"Level 05170' - 4"Level 06180' - 8"Level 07191' - 0"Level 08201' - 4"Roof LevelE.8E.3H.2J.3H.4G.6F.6G.4G.2H.8H.9G.1F.1H.1J.15A5.233A5.023A5.027.14.14.14.14.17.25.115.57.25.58.24.14.34.34.45.610'-4"10'-4"10'-4"10'-4"10'-4"10'-4"10'-4"17'-0"5.7116' - 0"Level 01.24A5.23S5S7S8S7S4S5S5S2S7S8S5S2S2S2A1A1A1A1A1A1A1A1A1A1A1A1A1A1A1A1A1A1A1A116161616161616161616161616161616161616161616161616S26S26S26S26S26S26S26S26S26S26S26S23S25S271616A1A116161616A1A1A1A11616A1A1161601AX.XXSIM1tCOLUMN GRID ORREFERENCE BUBBLEWINDOW TAG. SEESCHEDULE STARTING ONSHEET A2.02BUILDING SECTION.LEVEL / ELEVATIONTAGElevationName1.PROVIDE 1/2" MINIMUM OF SLOPE AWAY FROM WALL ON TOP SURFACE OF WALL PROJECTIONS.2.MOUNT ALL EXTERIOR WALL LIGHT FIXTURES MINIMUM 6'-8" A.F.F. TO BOTTOM OF FIXTURE, WHERETHEY PROJECT MORE THAN 4" FROM FACE OF WALL.3.REFER TO CIVIL AND STRUCTURAL DRAWINGS FOR F.F.E. AND SLAB BREAKS4.FLASHING, WATERPROOF MEMBRANES, PROPER CAULKS AND SEALANTS (BACKER RODS AS REQUIRED)SHALL BE INSTALLED AROUND ALL WINDOWS, DOORS, ROOF OPENINGS, HORIZONTAL AND VERTICALJOINTS OF DISSIMILAR MATERIALS, MATERIAL TRANSITIONS, TRIMS AND OTHER WEATHER EXPOSEDAREAS.5.PROVIDE A WATER TIGHT BUILDING(S), ROOF AND EXTERIOR ENVELOPE THAT SHEDS WATERPROPERLY.6.ALL PATIOS, PORCHES, AND SIDEWALKS TO BE SLOPED 1/4" PER 1'-0" MINIMUM IN DIRECTION INDICATEDON PLANS AND AWAY FROM EXTERIOR WALLS.7.GRADES AROUND ALL EXTERIOR WALLS OF THE BUILDING TO BE 8 INCHES MINIMUM BELOW THEFINISHED FLOOR AND IS TO SLOPE AWAY FROM THE BUILDING 5% MIN FOR 10' PER IBC 1804.3.8.GRADE ELEVATIONS ARE APPROXIMATE. REFER TO CIVIL & HARDSCAPE DRAWINGS FOR FINE GRADING.9.PROJECT ADDRESS SIGNAGE TO BE 12" HT. INDIVIDUAL MOUNT, METAL REVERSE PAN CHANNELNUMBER, STREET NUMBERS ONLY OR AS DIRECTED BY OWNER.10.SIGNS ARE FOR REFERENCE ONLY. ALL SIGNS SHALL BE REVIEWED AND INSTALLED UNDER SEPARATEPERMIT.11.ALL EXTERIOR COLORS, FINISHES, AND DECORATIVE TRIM BANDS TO TERMINATE AT AN INSIDECORNER, U.N.O.12.ALIGN ALL MECHANICAL VENTS BOTH HORIZONTALLY AND VERTICALLY.13.PER 2015 IBC SECTION 1406.2.2(2), COMBUSTIBLE ARCHITECTURAL TRIM SHALL BE LIMITED TO 40'-0" INHEIGHT ABOVE GRADE; ARCHITECTURAL TRIM ABOVE 40'-0" IN HEIGHT ABOVE GRADE SHALL BE OFAPPROVED, NON-COMBUSTIBLE MATERIALS AND SHALL BE SECURED TO THE WALL WITH METAL OROTHER APPROVED, NON-COMBUSTIBLE BRACKETS.SYMBOL LEGEND - ELEVATIONSAX.XX1SIMREFERENCE PLAN OR DETAILCALLOUT / SHEET FORADDITIONAL INFORMATION101DOOR TAG. SEESCHEDULE STARTING ONSHEET A2.01SIM1AX.XXWALL SECTION.?ELEVATION KEYNOTE;REF. KEYNOTELEGENDT.O.D.TOP OF DECKT.O.P.TOP OF PLATET.O.S.TOP OF SLABF.F.FINISH FLOORGENERAL ELEVATION NOTESBRICK VENEER -GRAPHICALREPRESENTATION ONLYMETAL PANELMETAL TRIMKEY PLANISSUE FOR PRICING / BIDDING:DRAWN BY:AOR:The architectural works depictedherein are the sole property ofHumphreys & Partners UrbanArchitecture, L.P. and may not beconstructed or used without its expresswritten permission. No permission tomodify or reproduce any of thearchitectural works, including withoutlimitation the e construction of anybuilding, is expressed or should beimplied from delivery of preliminarydrawings or unsealed constructiondrawings. Permission to construct thebuilding depicted in sealedconstruction drawings is expresslyconditioned on the full and timelypayment of all fees otherwise dueHumphreys & Partners Architects, L.P.and, in the absence of any writtenagreement to the contrary, is limited toa one-time use One he site indicatedon these plans.HUMPHREYS & PARTNERSURBAN ARCHITECTURE, L.P.5339 ALPHA ROAD * SUITE 300* DALLAS, TX 75240T: (972) 701-9636 F: (972) 701-9639DALLAS * NEWPORT BEACH * NEW ORLEANS *ORLANDO * CHENNAI * MONTEVIDEOCopyright 2017 - Humphreys & Partners Urban Architecture, L.P.All Rights ReservedISSUE FOR PERMIT APPLICATION:ISSUE FOR CONSTRUCTION:DESIGNED BY:PLOT DATEwww.humphreys.comSHEET CONTENTSSHEET NUMBERSCALE---As indicatedA4.56EXTERIORELEVATIONSNEWMAN DEVELOPMENT GROUPCITY CENTREBH16077PERMIT ISSUE (07/10/2017)SBMCITHACA, NY07/10/201707/10/2017 1/8" = 1'-0"19 - WEST ELEVATIONKeynote LegendKeyValueKeynote Text3.1 CAST-IN-PLACE CONCRETE SITE WALL;REF. STRUCT & CIVIL4.1 BRICK VENEER; ECONOMY SIZE4.2 CAST STONE VENEER4.3 CAST STONE SILL4.4 BRICK SOLDIER COURSE HEADER4.5 BRICK ROWLOCK COURSE SILL5.1 METAL LOUVER5.2 METAL TUBE HANDRAIL/GUARDAIL5.3 PRE-FINISHED METAL FLASHING5.4 MESH MECHANICAL SCREENING ATROOF5.5 WIRE MESH GUARDRAIL; 2"x2"GALVANIZED5.6 GLASS RAILING W/ALUMINUM FRAME5.7 STEEL SUPPORT BRACKET5.8 METAL PANEL BANDING5.9 HANGER ROD AT CANOPY5.11 STEEL FRAMED & ACM FINISHEDCORNICE7.1 METAL PANEL SYSTEM7.2 ACM PANEL SYSTEM8.1 ALUMINUM STOREFRONT SYSTEM8.2 FIBER-GLASS FRAME FRENCH DOOR8.4 ALUMINUM-CLAD WOOD GLIDERWINDOW8.5 ALUMINUM-CLAD WOOD CASEMENTWINDOW8.6 INSULATED OVERHEAD COILING DOOR10.1 BUILDING SIGNAGE; BY OTHERS10.2 CUSTOM STEEL AND GLASS CANOPY10.3 FABRIC AWNING *TO BE LOCATED AFTERTENENT10.4 PRE-FABRICATED METAL CANOPY26.1 DECORATIVE SCONCE LIGHT FIXTURE;REF. ELEC.26.3 PHOTOVOLTAIC SOLAR ARRAY ONRACKING SYSTEM1REVISION SCHEDULENO: DATE: DESCRIPTION: 112' - 0"Level 01129' - 0"Level 02139' - 4"Level 03149' - 8"Level 04160' - 0"Level 05170' - 4"Level 06180' - 8"Level 07191' - 0"Level 08201' - 4"Roof LevelL.1211' - 4"Stair Overrun7.25.117.24.15.54.37.24.15.510.34.25.54.17.24.48.44.24.44.55.64A5.22116' - 0"Level 01.2S26S26S26S26S26S26S26S26S26S26S26S26S26S26S26S26S26S26S26S26S26S23S26S26S25S24S26R102R103R101S15S15S15S15S15S15S278.15.57.28.126.15.426.3( 419.00' )( 423.00' )( 436.00' )( 446.33' )( 456.67' )( 467.00' )( 477.33' )( 487.67' )( 498.00' )( 508.33' )( 518.33' )10'-0"10'-4"10'-4"10'-4"10'-4"10'-4"10'-4"10'-4"13'-0"4'-0"191' - 0"Level 08201' - 4"Roof Level1.17.2S15S15S158.126.1( 508.33' )( 498.00' )10'-4"191' - 0"Level 08ACD201' - 4"Roof Level7.2S15S15S15S27805M8.15.426.1( 508.33' )( 498.00' )10'-4"2A1.022A1.0201AX.XXSIM1tCOLUMN GRID ORREFERENCE BUBBLEWINDOW TAG. SEESCHEDULE STARTING ONSHEET A2.02BUILDING SECTION.LEVEL / ELEVATIONTAGElevationName1.PROVIDE 1/2" MINIMUM OF SLOPE AWAY FROM WALL ON TOP SURFACE OF WALL PROJECTIONS.2.MOUNT ALL EXTERIOR WALL LIGHT FIXTURES MINIMUM 6'-8" A.F.F. TO BOTTOM OF FIXTURE, WHERETHEY PROJECT MORE THAN 4" FROM FACE OF WALL.3.REFER TO CIVIL AND STRUCTURAL DRAWINGS FOR F.F.E. AND SLAB BREAKS4.FLASHING, WATERPROOF MEMBRANES, PROPER CAULKS AND SEALANTS (BACKER RODS AS REQUIRED)SHALL BE INSTALLED AROUND ALL WINDOWS, DOORS, ROOF OPENINGS, HORIZONTAL AND VERTICALJOINTS OF DISSIMILAR MATERIALS, MATERIAL TRANSITIONS, TRIMS AND OTHER WEATHER EXPOSEDAREAS.5.PROVIDE A WATER TIGHT BUILDING(S), ROOF AND EXTERIOR ENVELOPE THAT SHEDS WATERPROPERLY.6.ALL PATIOS, PORCHES, AND SIDEWALKS TO BE SLOPED 1/4" PER 1'-0" MINIMUM IN DIRECTION INDICATEDON PLANS AND AWAY FROM EXTERIOR WALLS.7.GRADES AROUND ALL EXTERIOR WALLS OF THE BUILDING TO BE 8 INCHES MINIMUM BELOW THEFINISHED FLOOR AND IS TO SLOPE AWAY FROM THE BUILDING 5% MIN FOR 10' PER IBC 1804.3.8.GRADE ELEVATIONS ARE APPROXIMATE. REFER TO CIVIL & HARDSCAPE DRAWINGS FOR FINE GRADING.9.PROJECT ADDRESS SIGNAGE TO BE 12" HT. INDIVIDUAL MOUNT, METAL REVERSE PAN CHANNELNUMBER, STREET NUMBERS ONLY OR AS DIRECTED BY OWNER.10.SIGNS ARE FOR REFERENCE ONLY. ALL SIGNS SHALL BE REVIEWED AND INSTALLED UNDER SEPARATEPERMIT.11.ALL EXTERIOR COLORS, FINISHES, AND DECORATIVE TRIM BANDS TO TERMINATE AT AN INSIDECORNER, U.N.O.12.ALIGN ALL MECHANICAL VENTS BOTH HORIZONTALLY AND VERTICALLY.13.PER 2015 IBC SECTION 1406.2.2(2), COMBUSTIBLE ARCHITECTURAL TRIM SHALL BE LIMITED TO 40'-0" INHEIGHT ABOVE GRADE; ARCHITECTURAL TRIM ABOVE 40'-0" IN HEIGHT ABOVE GRADE SHALL BE OFAPPROVED, NON-COMBUSTIBLE MATERIALS AND SHALL BE SECURED TO THE WALL WITH METAL OROTHER APPROVED, NON-COMBUSTIBLE BRACKETS.SYMBOL LEGEND - ELEVATIONSAX.XX1SIMREFERENCE PLAN OR DETAILCALLOUT / SHEET FORADDITIONAL INFORMATION101DOOR TAG. SEESCHEDULE STARTING ONSHEET A2.01SIM1AX.XXWALL SECTION.?ELEVATION KEYNOTE;REF. KEYNOTELEGENDT.O.D.TOP OF DECKT.O.P.TOP OF PLATET.O.S.TOP OF SLABF.F.FINISH FLOORGENERAL ELEVATION NOTESBRICK VENEER -GRAPHICALREPRESENTATION ONLYMETAL PANELMETAL TRIMKEY PLANISSUE FOR PRICING / BIDDING:DRAWN BY:AOR:The architectural works depictedherein are the sole property ofHumphreys & Partners UrbanArchitecture, L.P. and may not beconstructed or used without its expresswritten permission. No permission tomodify or reproduce any of thearchitectural works, including withoutlimitation the e construction of anybuilding, is expressed or should beimplied from delivery of preliminarydrawings or unsealed constructiondrawings. Permission to construct thebuilding depicted in sealedconstruction drawings is expresslyconditioned on the full and timelypayment of all fees otherwise dueHumphreys & Partners Architects, L.P.and, in the absence of any writtenagreement to the contrary, is limited toa one-time use One he site indicatedon these plans.HUMPHREYS & PARTNERSURBAN ARCHITECTURE, L.P.5339 ALPHA ROAD * SUITE 300* DALLAS, TX 75240T: (972) 701-9636 F: (972) 701-9639DALLAS * NEWPORT BEACH * NEW ORLEANS *ORLANDO * CHENNAI * MONTEVIDEOCopyright 2017 - Humphreys & Partners Urban Architecture, L.P.All Rights ReservedISSUE FOR PERMIT APPLICATION:ISSUE FOR CONSTRUCTION:DESIGNED BY:PLOT DATEwww.humphreys.comSHEET CONTENTSSHEET NUMBERSCALE---As indicatedA4.57EXTERIORELEVATIONSNEWMAN DEVELOPMENT GROUPCITY CENTREBH16077PERMIT ISSUE (07/10/2017)DesignerMCITHACA, NY07/10/201707/10/2017 1/8" = 1'-0"110 - NORTH/WEST ELEVATION 1/8" = 1'-0"211 - NORTH ELEVATION - ROOF DECK 1/8" = 1'-0"312 - WEST ELEVATION - ROOF DECK123Keynote LegendKeyValueKeynote Text3.1 CAST-IN-PLACE CONCRETE SITE WALL;REF. STRUCT & CIVIL4.1 BRICK VENEER; ECONOMY SIZE4.2 CAST STONE VENEER4.3 CAST STONE SILL4.4 BRICK SOLDIER COURSE HEADER4.5 BRICK ROWLOCK COURSE SILL5.1 METAL LOUVER5.2 METAL TUBE HANDRAIL/GUARDAIL5.3 PRE-FINISHED METAL FLASHING5.4 MESH MECHANICAL SCREENING ATROOF5.5 WIRE MESH GUARDRAIL; 2"x2"GALVANIZED5.6 GLASS RAILING W/ALUMINUM FRAME5.7 STEEL SUPPORT BRACKET5.8 METAL PANEL BANDING5.9 HANGER ROD AT CANOPY5.11 STEEL FRAMED & ACM FINISHEDCORNICE7.1 METAL PANEL SYSTEM7.2 ACM PANEL SYSTEM8.1 ALUMINUM STOREFRONT SYSTEM8.2 FIBER-GLASS FRAME FRENCH DOOR8.4 ALUMINUM-CLAD WOOD GLIDERWINDOW8.5 ALUMINUM-CLAD WOOD CASEMENTWINDOW8.6 INSULATED OVERHEAD COILING DOOR10.1 BUILDING SIGNAGE; BY OTHERS10.2 CUSTOM STEEL AND GLASS CANOPY10.3 FABRIC AWNING *TO BE LOCATED AFTERTENENT10.4 PRE-FABRICATED METAL CANOPY26.1 DECORATIVE SCONCE LIGHT FIXTURE;REF. ELEC.26.3 PHOTOVOLTAIC SOLAR ARRAY ONRACKING SYSTEMREVISION SCHEDULENO: DATE: DESCRIPTION: H-GFIH-GFIGFIH-GFIGFIGFIJ2'-10" MAX. TO RIM OF SINK2'-6 3/8"11'-0 1/2"1'-0"4 1/4"4'-0 3/4"2'-0"1'-0"6"3'-0 1/2"18" CLR.3'-3 3/4"3'-0 1/2"3'-6"1'-0"1'-6"3'-4 1/2"2'-10" MAX. TO RIM OF SINK2'-6 3/8"2'-10" MAX. TO RIM OF SINK2'-6 3/8"2'-0"1'-0"6"3'-0 1/2"18" CLR.3'-0 1/2"1'-0"3'-6"3'-3 3/4"1'-6"3'-4 1/2"2'-10" MAX. TO RIM OF SINK2'-6 3/8"2'-10" MAX.3'-6"TO RIM OF SINK2'-10" MAX.2'-10 1/2"SINKCOOKTOP/STOVE30 X 48 CLEARFLOOR SPACECENTERED ONFIXTURE42" MIN. CLR.30 X 48 CLEAR FLOOR SPACECENTERED ON FIXTURE59 X 66 CLEARFLOOR SPACECENTERED ONFIXTURE30 X 48 CLEAR FLOOR SPACECENTERED ON FIXTURE60" TURNING RADIUS59 X 66 CLEARFLOOR SPACECENTERED ONFIXTURE60" TURNING RADIUS30 X 60 CLEAR FLOOR SPACECENTERED ON FIXTURE30 X 60 CLEAR FLOOR SPACECENTERED ON FIXTURE30 X 48 CLEARFLOOR SPACECENTERED ONFIXTUREISSUE FOR PRICING / BIDDING:DRAWN BY:AOR:The architectural works depictedherein are the sole property ofHumphreys & Partners UrbanArchitecture, L.P. and may not beconstructed or used without its expresswritten permission. No permission tomodify or reproduce any of thearchitectural works, including withoutlimitation the e construction of anybuilding, is expressed or should beimplied from delivery of preliminarydrawings or unsealed constructiondrawings. Permission to construct thebuilding depicted in sealedconstruction drawings is expresslyconditioned on the full and timelypayment of all fees otherwise dueHumphreys & Partners Architects, L.P.and, in the absence of any writtenagreement to the contrary, is limited toa one-time use One he site indicatedon these plans.HUMPHREYS & PARTNERSURBAN ARCHITECTURE, L.P.5339 ALPHA ROAD * SUITE 300* DALLAS, TX 75240T: (972) 701-9636 F: (972) 701-9639DALLAS * NEWPORT BEACH * NEW ORLEANS *ORLANDO * CHENNAI * MONTEVIDEOCopyright 2017 - Humphreys & Partners Urban Architecture, L.P.All Rights ReservedISSUE FOR PERMIT APPLICATION:ISSUE FOR CONSTRUCTION:DESIGNED BY:PLOT DATEwww.humphreys.comSHEET CONTENTSSHEET NUMBERSCALE--- 1/4" = 1'-0"A4.60AMENITY AREA -INT.ELEVATIONS &C.F.S PLANSNEWMAN DEVELOPMENT GROUPCITY CENTREBH16077PERMIT ISSUE (07/10/2017)SBMCITHACA, NY07/10/201707/10/2017 1/4" = 1'-0"1MEN'S RR - A 1/4" = 1'-0"2MEN'S RR - B 1/4" = 1'-0"3MEN'S RR - C 1/4" = 1'-0"4WOMEN'S RR - A 1/4" = 1'-0"5WOMEN'S RR - B 1/4" = 1'-0"6WOMEN'S RR - C 1/4" = 1'-0"7DRINKING FOUNTAIN 1/4" = 1'-0"8FIREPLACE 1/4" = 1'-0"9KITCHEN - A 1/4" = 1'-0"10KITCHEN - B 1/4" = 1'-0"11BILLARD 1/4" = 1'-0"12DOG WASH 1/4" = 1'-0"13MAILROOM - A 1/4" = 1'-0"14MAILROOM - B 1/4" = 1'-0"16CFS PLAN - CLUBHOUSE KITCHEN 1/4" = 1'-0"15CFS PLAN - CLUBHOUSE RESTROOMSREVISION SCHEDULENO: DATE: DESCRIPTION: 112' - 0"Level 01129' - 0"Level 02139' - 4"Level 03100' - 0"Level B1149' - 8"Level 04160' - 0"Level 05170' - 4"Level 06180' - 8"Level 07191' - 0"Level 0814235678910201' - 4"Roof Level8.C7.D7.A6.C1.D2.C3.A3.D4.B9.C8.B6.D6.B5.C4.C3.C3.B8.F8.D211' - 4"Stair OverrunUNITUNITRETAIL 3RETAIL 2RETAIL 4PARKINGCORRIDOR10'-0"10'-4"10'-4"10'-4"10'-4"10'-4"10'-4"10'-4"17'-0"12'-0"UNITUNITCORRIDORUNITUNITCORRIDORUNITUNITCORRIDORUNITUNITCORRIDORUNITUNITCORRIDORUNITEXT. PATIOCORRIDOR116' - 0"Level 01.2( 407.00' )( 419.00' )( 423.00' )( 436.00' )( 446.33' )( 456.67' )( 467.00' )( 477.33' )( 487.67' )( 498.00' )( 508.33' )( 518.33' )1B11C11C11C11C11C11C11K12A12A12A12A12A12A11B14A14A14A14A14A15B14D14E14B14B14B14B14B14B14D15A12A12A12A12A12A12A12A11A11A11A11A11A11A11A11C11K14B14B14B14B14B14B14D14E15A14A14A14A14A14A14A14D14E15B1MAILROOMPACKAGE ROOMENTERTAINMENTKITCHENLOBBYSTUDY112' - 0"Level 01129' - 0"Level 02139' - 4"Level 03100' - 0"Level B1149' - 8"Level 04160' - 0"Level 05170' - 4"Level 06180' - 8"Level 07191' - 0"Level 0814235678910201' - 4"Roof Level8.C7.D7.A6.C1.D2.C3.A3.D4.B8.F211' - 4"Stair Overrun10'-0"10'-4"10'-4"10'-4"10'-4"10'-4"10'-4"10'-4"17'-0"12'-0"UNITUNITUNITUNITUNITUNITUNITUNITUNITUNITUNITUNITSTOR.ELEV. 2RETAIL 3RETAIL 4ELEV.2ELEV.2FIRE PUMP RM.PARKINGFIRE COMM.CENTERUNITUNITUNITUNITUNITUNITUNITUNITUNITUNITUNITUNITELEV.2UNITUNITUNITUNITUNITUNITUNITUNITUNITUNITUNITUNITELEV.2UNITUNITUNITUNITUNITUNITUNITUNITUNITUNITUNITUNITELEV.2UNITUNITUNITUNITUNITUNITUNITUNITUNITUNITUNITUNITELEV.2UNITUNITUNITUNITUNITUNITUNITUNITUNITUNITUNITUNITELEV.2UNITUNITUNITUNITUNITUNITUNITUNITEXT. PATIOELEV.2116' - 0"Level 01.2( 518.33' )( 508.33' )( 498.00' )( 487.67' )( 477.33' )( 467.00' )( 456.67' )( 446.33' )( 436.00' )( 423.00' )( 419.00' )( 407.00' )1B11C11C11C11C11C11C12A11B12A12A12A12A12A12A12A12A12A12A12A12A12A12A12A12A12A12A12A12A12A11B12F12F11K12F42A12A12A12A12A12A12A12A12A12A12A12A12A12A11B11B11B11A11A11A11A11A11A1UNITUNITUNITUNITUNIT1A11K12F12H2H2H2H2H2H2HELEVATORLOBBYELEVATORLOBBYELEVATORLOBBYELEVATORLOBBYELEVATORLOBBYELEVATORLOBBYELEVATORLOBBY2G2G2G2G2G2G2G2GELEVATORLOBBYPARKINGPARKINGVESTIBULEMANAGERCONFERENCE?1A11A14A14A14A14A14A14A14C15A14A14A14A14A14A14A14D15A14E14E14A14A14A14A14A15B14A14A14A14A15B14C14E12A12A12A12A12A1ISSUE FOR PRICING / BIDDING:DRAWN BY:AOR:The architectural works depictedherein are the sole property ofHumphreys & Partners UrbanArchitecture, L.P. and may not beconstructed or used without its expresswritten permission. No permission tomodify or reproduce any of thearchitectural works, including withoutlimitation the e construction of anybuilding, is expressed or should beimplied from delivery of preliminarydrawings or unsealed constructiondrawings. Permission to construct thebuilding depicted in sealedconstruction drawings is expresslyconditioned on the full and timelypayment of all fees otherwise dueHumphreys & Partners Architects, L.P.and, in the absence of any writtenagreement to the contrary, is limited toa one-time use One he site indicatedon these plans.HUMPHREYS & PARTNERSURBAN ARCHITECTURE, L.P.5339 ALPHA ROAD * SUITE 300* DALLAS, TX 75240T: (972) 701-9636 F: (972) 701-9639DALLAS * NEWPORT BEACH * NEW ORLEANS *ORLANDO * CHENNAI * MONTEVIDEOCopyright 2017 - Humphreys & Partners Urban Architecture, L.P.All Rights ReservedISSUE FOR PERMIT APPLICATION:ISSUE FOR CONSTRUCTION:DESIGNED BY:PLOT DATEwww.humphreys.comSHEET CONTENTSSHEET NUMBERSCALE--- 3/32" = 1'-0"A5.01BUILDINGSECTIONNEWMAN DEVELOPMENT GROUPCITY CENTREBH16077PERMIT ISSUE (07/10/2017)SBMCITHACA, NY07/10/201707/10/2017 3/32" = 1'-0"1BUILDING SECTION - E/W - 1 3/32" = 1'-0"2BUILDING SECTION - E/W - 2REVISION SCHEDULENO: DATE: DESCRIPTION: 112' - 0"Level 01129' - 0"Level 02139' - 4"Level 03100' - 0"Level B1149' - 8"Level 04160' - 0"Level 05170' - 4"Level 06180' - 8"Level 07191' - 0"Level 08ABCDEFG201' - 4"Roof LevelUNITUNITPARKINGCORRIDORFIRE COMM.CENTER10'-4"10'-4"10'-4"10'-4"10'-4"10'-4"10'-4"17'-0"12'-0"UNITUNITCORRIDORUNITUNITCORRIDORUNITUNITCORRIDORUNITUNITCORRIDORUNITUNITCORRIDORUNITUNITCORRIDOR?( 407.00' )( 419.00' )( 436.00' )( 446.33' )( 456.67' )( 467.00' )( 477.33' )( 487.67' )( 498.00' )( 508.33' )2A5.314B14B14B14B14B14B15A14A14A14A14A14A14A15A1BILLIARDLUXORPACKAGE ROOM1A11A11A11A11A11A11J11B12A12A12A12A12A12A12A11B31B31B31B31B31B31J11B1112' - 0"Level 01129' - 0"Level 02139' - 4"Level 03100' - 0"Level B1149' - 8"Level 04160' - 0"Level 05170' - 4"Level 06180' - 8"Level 07191' - 0"Level 08ABCDEFG201' - 4"Roof Level211' - 4"Stair OverrunUNITUNITPARKINGCORRIDOR10'-0"10'-4"10'-4"10'-4"10'-4"10'-4"10'-4"10'-4"17'-0"12'-0"UNITUNITCORRIDORUNITUNITCORRIDORUNITUNITCORRIDORUNITUNITCORRIDORUNITUNITCORRIDORUNITUNITCORRIDOREXT. GREENROOF PLAZA116' - 0"Level 01.2( 407.00' )( 419.00' )( 423.00' )( 436.00' )( 446.33' )( 456.67' )( 467.00' )( 477.33' )( 487.67' )( 498.00' )( 508.33' )( 518.33' )2A5.314B14B14B14B14B14B15A14A14A14A14A14A14A15A11A11A11A11A11A11A11A11J11B1CLUB ROOMCONFERENCEE-LOUNGE1B21B31B31B31B31B31J11B11K1112' - 0"Level 01129' - 0"Level 02139' - 4"Level 03100' - 0"Level B1149' - 8"Level 04160' - 0"Level 05170' - 4"Level 06180' - 8"Level 07191' - 0"Level 08201' - 4"Roof Level1.12.13.14.15.16.17.15.610'-4"10'-4"10'-4"10'-4"10'-4"10'-4"10'-4"17'-0"12'-0"UNITUNITPORTALPARKINGCORRIDORUNITUNITCORRIDORUNITUNITCORRIDORUNITUNITCORRIDORUNITUNITCORRIDORUNITUNITCORRIDORUNITUNITCORRIDOR116' - 0"Level 01.2( 407.00' )( 419.00' )( 423.00' )( 436.00' )( 446.33' )( 456.67' )( 467.00' )( 477.33' )( 487.67' )( 498.00' )( 508.33' )4B14B14B14B14B14B15A14A14A14A14A14A14A15A12A12A12A12A12A12A12A11B31B31B31B31B31B31A11K11B31B31B31B31B31B31J11NA5.313ISSUE FOR PRICING / BIDDING:DRAWN BY:AOR:The architectural works depictedherein are the sole property ofHumphreys & Partners UrbanArchitecture, L.P. and may not beconstructed or used without its expresswritten permission. No permission tomodify or reproduce any of thearchitectural works, including withoutlimitation the e construction of anybuilding, is expressed or should beimplied from delivery of preliminarydrawings or unsealed constructiondrawings. Permission to construct thebuilding depicted in sealedconstruction drawings is expresslyconditioned on the full and timelypayment of all fees otherwise dueHumphreys & Partners Architects, L.P.and, in the absence of any writtenagreement to the contrary, is limited toa one-time use One he site indicatedon these plans.HUMPHREYS & PARTNERSURBAN ARCHITECTURE, L.P.5339 ALPHA ROAD * SUITE 300* DALLAS, TX 75240T: (972) 701-9636 F: (972) 701-9639DALLAS * NEWPORT BEACH * NEW ORLEANS *ORLANDO * CHENNAI * MONTEVIDEOCopyright 2017 - Humphreys & Partners Urban Architecture, L.P.All Rights ReservedISSUE FOR PERMIT APPLICATION:ISSUE FOR CONSTRUCTION:DESIGNED BY:PLOT DATEwww.humphreys.comSHEET CONTENTSSHEET NUMBERSCALE--- 3/32" = 1'-0"A5.02BUILDINGSECTIONNEWMAN DEVELOPMENT GROUPCITY CENTREBH16077PERMIT ISSUE (07/10/2017)SBMCITHACA, NY07/10/201707/10/2017 3/32" = 1'-0"1BUILDING SECTION - N/S - 1 3/32" = 1'-0"2BUILDING SECTION - N/S - 2 3/32" = 1'-0"3BUILDING SECTION - N/S - 3REVISION SCHEDULENO: DATE: DESCRIPTION: 129' - 0"Level 02139' - 4"Level 03149' - 8"Level 04160' - 0"Level 05170' - 4"Level 06180' - 8"Level 07191' - 0"Level 08201' - 4"Roof LevelUNITUNITUNITUNITUNITUNITUNITUNITUNITUNITUNITUNITUNITUNIT10'-4"10'-4"10'-4"10'-4"10'-4"10'-4"10'-4"( 508.33' )( 498.00' )( 487.67' )( 477.33' )( 467.00' )( 456.67' )( 446.33' )( 436.00' )2A12A12A12A12A12A12A1129' - 0"Level 02139' - 4"Level 03149' - 8"Level 04160' - 0"Level 05170' - 4"Level 06180' - 8"Level 07191' - 0"Level 08201' - 4"Roof LevelUNITUNITCORRIDORUNITUNITCORRIDORUNITUNITCORRIDORUNITUNITCORRIDORUNITUNITCORRIDORUNITUNITCORRIDORUNITUNITCORRIDOR10'-4"10'-4"10'-4"10'-4"10'-4"10'-4"10'-4"( 436.00' )( 446.33' )( 456.67' )( 467.00' )( 477.33' )( 487.67' )( 498.00' )( 508.33' )2A12A12A12A12A12A12A12A12A12A12A12A12A12A1129' - 0"Level 02139' - 4"Level 03149' - 8"Level 04160' - 0"Level 05170' - 4"Level 06180' - 8"Level 07191' - 0"Level 08201' - 4"Roof LevelUNITUNITUNITUNITUNITUNITUNITUNITUNITUNITUNITUNITUNITUNIT10'-4"10'-4"10'-4"10'-4"10'-4"10'-4"10'-4"( 508.33' )( 498.00' )( 487.67' )( 477.33' )( 467.00' )( 456.67' )( 446.33' )( 436.00' )2A12A12A12A12A12A12A1129' - 0"Level 02139' - 4"Level 03149' - 8"Level 04160' - 0"Level 05170' - 4"Level 06180' - 8"Level 07191' - 0"Level 08201' - 4"Roof Level( 467.00' )( 477.33' )( 487.67' )( 498.00' )( 508.33' )( 456.67' )( 446.33' )( 436.00' )10'-4"10'-4"10'-4"10'-4"10'-4"10'-4"10'-4"2B12B12B12B12B12B12B1ISSUE FOR PRICING / BIDDING:DRAWN BY:AOR:The architectural works depictedherein are the sole property ofHumphreys & Partners UrbanArchitecture, L.P. and may not beconstructed or used without its expresswritten permission. No permission tomodify or reproduce any of thearchitectural works, including withoutlimitation the e construction of anybuilding, is expressed or should beimplied from delivery of preliminarydrawings or unsealed constructiondrawings. Permission to construct thebuilding depicted in sealedconstruction drawings is expresslyconditioned on the full and timelypayment of all fees otherwise dueHumphreys & Partners Architects, L.P.and, in the absence of any writtenagreement to the contrary, is limited toa one-time use One he site indicatedon these plans.HUMPHREYS & PARTNERSURBAN ARCHITECTURE, L.P.5339 ALPHA ROAD * SUITE 300* DALLAS, TX 75240T: (972) 701-9636 F: (972) 701-9639DALLAS * NEWPORT BEACH * NEW ORLEANS *ORLANDO * CHENNAI * MONTEVIDEOCopyright 2017 - Humphreys & Partners Urban Architecture, L.P.All Rights ReservedISSUE FOR PERMIT APPLICATION:ISSUE FOR CONSTRUCTION:DESIGNED BY:PLOT DATEwww.humphreys.comSHEET CONTENTSSHEET NUMBERSCALE--- 3/8" = 1'-0"A5.11WALLSECTIONS -TYPICALNEWMAN DEVELOPMENT GROUPCITY CENTREBH16077PERMIT ISSUE (07/10/2017)SBMCITHACA, NY07/10/201707/10/2017 3/8" = 1'-0"1INT. WALL SECTION - DEMISING - LOADBEARING 3/8" = 1'-0"2INT. WALL SECTION - CORRIDOR - LOADBEARING 3/8" = 1'-0"3INT. WALL SECTION - DEMISING - NON BEARING 3/8" = 1'-0"4INT. WALL SECTION - ROOM/ROOM - LOADBEARINGROOMROOMROOMROOMROOMROOMROOMROOMROOMROOMROOMROOMROOMROOMREVISION SCHEDULENO: DATE: DESCRIPTION: 112' - 0"Level 01129' - 0"Level 02139' - 4"Level 03100' - 0"Level B1149' - 8"Level 04160' - 0"Level 05170' - 4"Level 06180' - 8"Level 07191' - 0"Level 08A201' - 4"Roof LevelACM PANEL SYSTEMACM PANEL SYSTEMACM PANEL SYSTEMWIRE MESH GUARDRAIL;2"x2" GALVANIZEDFIBER-GLASS FRAMEFRENCH DOORCAST STONE SILL( 407.00' )( 419.00' )( 436.00' )( 446.33' )( 456.67' )( 467.00' )( 477.33' )( 487.67' )( 498.00' )( 508.33' )5'-0"10'-4"10'-4"10'-4"10'-4"10'-4"10'-4"10'-4"17'-0"1J11B31B31B31B31B11B31B3A7.114SimWIRE MESH GUARDRAIL;2"x2" GALVANIZEDFIBER-GLASS FRAMEFRENCH DOORWIRE MESH GUARDRAIL;2"x2" GALVANIZEDFIBER-GLASS FRAMEFRENCH DOORWIRE MESH GUARDRAIL;2"x2" GALVANIZEDFIBER-GLASS FRAMEFRENCH DOORWIRE MESH GUARDRAIL;2"x2" GALVANIZEDFIBER-GLASS FRAMEFRENCH DOORWIRE MESH GUARDRAIL;2"x2" GALVANIZEDFIBER-GLASS FRAMEFRENCH DOORWIRE MESH GUARDRAIL;2"x2" GALVANIZEDFIBER-GLASS FRAMEFRENCH DOORACM PANEL SYSTEMACM PANEL SYSTEMACM PANEL SYSTEMACM PANEL SYSTEMACM PANEL SYSTEMBRICK VENEER; ECONOMYSIZEBRICK SOLDIER COURSEHEADERA7.141SimROOFUNITUNITUNITUNITUNITUNITUNITSTOR.1B3A2.1212SimA2.2215SimA2.1215Sim4C14E14A14A14A14A14A14A15A11'-8"1'-0"7'-2"6"1'-8"1'-0"7'-2"6"1'-8"1'-0"0"7'-8"1'-8"1'-0"7'-8"1'-8"1'-0"7'-8"1'-8"1'-0"7'-8"1'-8"1'-0"7'-2"6"3'-4"3'-2"6"10'-0"94'-4"12'-0"4"ALUMINUM STOREFRONTSYSTEMALUMINUM STOREFRONTSYSTEMA2.1211SimA2.129SimA2.1211SimA2.129SimA2.1211SimA2.129SimA2.1211SimA2.129SimA2.1211SimA2.129SimA2.1211Sim112' - 0"Level 01129' - 0"Level 02139' - 4"Level 03100' - 0"Level B1149' - 8"Level 04160' - 0"Level 05170' - 4"Level 06180' - 8"Level 07191' - 0"Level 08A201' - 4"Roof LevelCAST STONE SILLFIBER-GLASS FRAMEFRENCH DOORWIRE MESH GUARDRAIL;2"x2" GALVANIZEDWIRE MESH GUARDRAIL;2"x2" GALVANIZEDMETAL PANEL SYSTEM( 407.00' )( 419.00' )( 436.00' )( 446.33' )( 456.67' )( 467.00' )( 477.33' )( 487.67' )( 498.00' )( 508.33' )1'-8"10'-4"10'-4"10'-4"10'-4"10'-4"10'-4"10'-4"17'-0"12'-0"4"1B11J11A11A11A11A11A1METAL PANEL BANDING1A12'-2"DRAINAGE TILE; REF.PLUMB. & CIVIL DRAWINGSGRATELOUVER AS SCHED.GRAVEL FILL6"ROOFUNITUNITUNITUNITUNITUNITUNITPARKINGA7.145SimWIRE MESH GUARDRAIL;2"x2" GALVANIZEDWIRE MESH GUARDRAIL;2"x2" GALVANIZEDWIRE MESH GUARDRAIL;2"x2" GALVANIZEDWIRE MESH GUARDRAIL;2"x2" GALVANIZEDWIRE MESH GUARDRAIL;2"x2" GALVANIZEDFIBER-GLASS FRAMEFRENCH DOORFIBER-GLASS FRAMEFRENCH DOORFIBER-GLASS FRAMEFRENCH DOORFIBER-GLASS FRAMEFRENCH DOORFIBER-GLASS FRAMEFRENCH DOORS2S20A7.129SimALUMINUM STOREFRONTSYSTEM4C14E14A14A14A14A14A15B15A14A11'-8"1'-8"1'-0"7'-2"6"1'-8"1'-0"7'-2"6"1'-8"11 1/2"1/2"7'-8"1'-8"1'-0"4'-11 1/2"2'-8 1/2"1'-8"1'-0"7'-8"1'-8"1'-0"7'-2"6"3'-4"3'-2"6"10'-0"8'-8"91'-0"ACM PANEL SYSTEMBRICK VENEER; ECONOMYSIZEBRICK SOLDIER COURSEHEADERMETAL PANEL SYSTEMMETAL PANEL SYSTEMMETAL PANEL SYSTEMMETAL PANEL SYSTEMMETAL PANEL SYSTEMA2.1217SimA2.128SimA2.128SimA2.128SimA2.128SimA2.128SimA2.128SimA2.126SimA2.126SimA2.126SimA2.126SimA2.1215SimA2.2215SimPRE-FINISHED METALFLASHING112' - 0"Level 01129' - 0"Level 02139' - 4"Level 03100' - 0"Level B1149' - 8"Level 04160' - 0"Level 05170' - 4"Level 06180' - 8"Level 07191' - 0"Level 08A201' - 4"Roof LevelCAST STONE SILLMETAL PANEL BANDINGWIRE MESH GUARDRAIL;2"x2" GALVANIZED9 1/2"( 508.33' )( 498.00' )( 487.67' )( 477.33' )( 467.00' )( 456.67' )( 446.33' )( 436.00' )( 419.00' )( 407.00' )1'-8"10'-4"10'-4"10'-4"10'-4"10'-4"10'-4"10'-4"17'-0"12'-0"4"1J11J11A11A11A11A11A11A1METAL PANEL SYSTEM(REF. SPECS.)A7.129SimA7.122SimA7.112SimA7.125SimA7.125SimA7.125SimA7.125SimA7.146SimA7.147SimA7.145SimMETAL PANEL SYSTEMBRICK VENEER; ECONOMYSIZEBRICK VENEER; ECONOMYSIZEMETAL PANEL SYSTEMMETAL PANEL SYSTEMMETAL PANEL SYSTEMMETAL PANEL SYSTEMUNITUNITUNITUNITUNITUNITUNITROOF4C14E14A14A14A14A14A15B15A1PARKING4A191'-0"8'-8"10"10"8'-8"1'-8"8'-8"1'-8"8'-8"1'-8"8'-8"1'-8"8'-8"1'-8"8'-8"PRE-FINISHED METALFLASHING112' - 0"Level 01129' - 0"Level 02139' - 4"Level 03100' - 0"Level B1149' - 8"Level 04160' - 0"Level 05170' - 4"Level 06180' - 8"Level 07191' - 0"Level 08A201' - 4"Roof LevelMETAL PANEL BANDINGWIRE MESH GUARDRAIL;2"x2" GALVANIZEDMETAL PANEL SYSTEMCAST STONE SILLBRICK VENEER; ECONOMYSIZEACM PANEL SYSTEMACM PANEL SYSTEM( 407.00' )( 419.00' )( 436.00' )( 446.33' )( 456.67' )( 467.00' )( 477.33' )( 487.67' )( 498.00' )( 508.33' )10'-4"10'-4"10'-4"10'-4"10'-4"10'-4"10'-4"17'-0"12'-0"1J11B11A11A11A11A1A7.1211SimA7.123SimA7.114SimA7.1212Sim2'-11 3/8"7'-8 1/2"ALUMINUM-CLAD WOODGLIDER WINDOWROOFUNITUNITUNITUNITUNITUNITUNITPARKING1A1A7.145Sim15A2.224SimA2.224SimALUMINUM-CLAD WOODGLIDER WINDOWALUMINUM-CLAD WOODGLIDER WINDOWALUMINUM-CLAD WOODGLIDER WINDOWALUMINUM-CLAD WOODGLIDER WINDOWMETAL PANEL SYSTEMALUMINUM-CLAD WOODGLIDER WINDOWACM PANEL SYSTEMALUMINUM STOREFRONTSYSTEMALUMINUM STOREFRONTSYSTEM4C14E14A14A14A14A14A15B15A14A13'-4"8'-8"1'-8"11 1/2"5'-0"2'-8 1/2"1'-8"11 1/2"5'-0"2'-8 1/2"1'-8"11 1/2"5'-0"2'-8 1/2"1'-8"11 1/2"5'-0"2'-8 1/2"1'-8"11 1/2"5'-0"2'-8 1/2"1'-8"11 1/2"5'-0"2'-8 1/2"3'-4"6"9'-6"6"3'-6"91'-0"A2.128SimA2.126SimA2.223SimA2.223SimA2.227SimA2.224SimACM PANEL SYSTEMACM PANEL SYSTEM1A11B11B1A7.1212SimA2.224SimA2.223SimA7.1212SimA2.224SimA2.223SimA7.1212SimA2.224SimA2.223SimACM PANEL SYSTEMACM PANEL SYSTEMACM PANEL SYSTEMMETAL PANEL SYSTEMMETAL PANEL SYSTEMMETAL PANEL SYSTEMMETAL PANEL SYSTEM1B11B11B11B1112' - 0"Level 01129' - 0"Level 02139' - 4"Level 03100' - 0"Level B1149' - 8"Level 04160' - 0"Level 05170' - 4"Level 06180' - 8"Level 07191' - 0"Level 08A201' - 4"Roof LevelBRICK VENEER; ECONOMYSIZECAST STONE SILLACM PANEL SYSTEM( 419.00' )( 407.00' )( 436.00' )( 446.33' )( 456.67' )( 467.00' )( 477.33' )( 487.67' )( 498.00' )( 508.33' )10'-4"10'-4"10'-4"10'-4"10'-4"10'-4"10'-4"17'-0"12'-0"1J11J11B31B31B31B3ACM PANEL SYSTEM1B31B3A7.1213SimA7.124SimROOFUNITUNITUNITUNITUNITUNITUNITPARKINGA7.112SimA7.122SimA7.124SimA7.124SimA7.124SimA7.124SimA7.141SimBRICK VENEER; ECONOMYSIZEACM PANEL SYSTEMACM PANEL SYSTEMACM PANEL SYSTEMACM PANEL SYSTEMACM PANEL SYSTEM4E14A14A14A14A14A14A15A16'-8"8'-8"1'-8"8'-8"1'-8"8'-8"1'-8"8'-8"1'-8"8'-8"1'-8"8'-8"1'-8"8'-8"106'-4"112' - 0"Level 01129' - 0"Level 02139' - 4"Level 03100' - 0"Level B1149' - 8"Level 04160' - 0"Level 05170' - 4"Level 06180' - 8"Level 07191' - 0"Level 08A201' - 4"Roof LevelACM PANEL SYSTEMACM PANEL SYSTEMACM PANEL SYSTEM( 407.00' )( 419.00' )( 436.00' )( 446.33' )( 456.67' )( 467.00' )( 477.33' )( 487.67' )( 498.00' )( 508.33' )1'-8"10'-4"10'-4"10'-4"10'-4"10'-4"10'-4"10'-4"17'-0"12'-0"4"1B11B11B11B11B11B11B11B1ROOFS9S9S9S9S9S9S9A7.114SimELEVATORLOBBYELEVATORLOBBYELEVATORLOBBYELEVATORLOBBYELEVATORLOBBYELEVATORLOBBYELEVATORLOBBYELEVATORLOBBYPARKINGA7.142Sim4B14E14B14B14B14B14B14B15A111 1/2"7'-8 1/2"1'-8"11 1/2"7'-8 1/2"1'-8"11 1/2"7'-8 1/2"1'-8"11 1/2"7'-8 1/2"1'-8"11 1/2"7'-8 1/2"1'-8"11 1/2"7'-8 1/2"1'-8"11 1/2"7'-8 1/2"3'-4"6"10'-0"91'-0"ALUMINUM STOREFRONTSYSTEMALUMINUM STOREFRONTSYSTEMPRE-FABRICATED METALCANOPYHANGER ROD AT CANOPY3'-2"ALUMINUM STOREFRONTSYSTEMALUMINUM STOREFRONTSYSTEMALUMINUM STOREFRONTSYSTEMALUMINUM STOREFRONTSYSTEMALUMINUM STOREFRONTSYSTEMACM PANEL SYSTEMALUMINUM STOREFRONTSYSTEMACM PANEL SYSTEMALUMINUM STOREFRONTSYSTEMPRE-FINISHED METALFLASHINGACM PANEL SYSTEMACM PANEL SYSTEMACM PANEL SYSTEMISSUE FOR PRICING / BIDDING:DRAWN BY:AOR:The architectural works depictedherein are the sole property ofHumphreys & Partners UrbanArchitecture, L.P. and may not beconstructed or used without its expresswritten permission. No permission tomodify or reproduce any of thearchitectural works, including withoutlimitation the e construction of anybuilding, is expressed or should beimplied from delivery of preliminarydrawings or unsealed constructiondrawings. Permission to construct thebuilding depicted in sealedconstruction drawings is expresslyconditioned on the full and timelypayment of all fees otherwise dueHumphreys & Partners Architects, L.P.and, in the absence of any writtenagreement to the contrary, is limited toa one-time use One he site indicatedon these plans.HUMPHREYS & PARTNERSURBAN ARCHITECTURE, L.P.5339 ALPHA ROAD * SUITE 300* DALLAS, TX 75240T: (972) 701-9636 F: (972) 701-9639DALLAS * NEWPORT BEACH * NEW ORLEANS *ORLANDO * CHENNAI * MONTEVIDEOCopyright 2017 - Humphreys & Partners Urban Architecture, L.P.All Rights ReservedISSUE FOR PERMIT APPLICATION:ISSUE FOR CONSTRUCTION:DESIGNED BY:PLOT DATEwww.humphreys.comSHEET CONTENTSSHEET NUMBERSCALE--- 1/4" = 1'-0"A5.21WALLSECTIONS -EXTERIORNEWMAN DEVELOPMENT GROUPCITY CENTREBH16077PERMIT ISSUE (07/10/2017)SBMCITHACA, NY07/10/201707/10/2017 1/4" = 1'-0"1EXT. WALL SECTION - 1 1/4" = 1'-0"2EXT. WALL SECTION - 2 1/4" = 1'-0"3EXT. WALL SECTION - 3 1/4" = 1'-0"4EXT. WALL SECTION - 4 1/4" = 1'-0"5EXT. WALL SECTION - 5 1/4" = 1'-0"6EXT. WALL SECTION - 6REVISION SCHEDULENO: DATE: DESCRIPTION: 112' - 0"Level 01129' - 0"Level 02139' - 4"Level 03100' - 0"Level B1149' - 8"Level 04160' - 0"Level 05170' - 4"Level 06180' - 8"Level 07191' - 0"Level 08A201' - 4"Roof Level3'-8"1'-0"2'-8"STEEL FRAMED & ACMFINISHED CORNICEBRICK SOLDIER COURSEHEADERBRICK VENEER; ECONOMYSIZEACM PANEL SYSTEMBRICK VENEER; ECONOMYSIZECAST STONE VENEERGLASS RAILINGW/ALUMINUM FRAME( 407.00' )( 419.00' )( 436.00' )( 446.33' )( 456.67' )( 467.00' )( 477.33' )( 487.67' )( 498.00' )( 508.33' )10'-4"10'-4"10'-4"10'-4"10'-4"10'-4"10'-4"17'-0"12'-0"1J11J11J11J11J11J1UNITUNITUNITUNITUNITUNITRETAIL 3PARKINGA7.1217SimA7.1218Sim1B3BRICK VENEER; ECONOMYSIZEBRICK VENEER; ECONOMYSIZEBRICK VENEER; ECONOMYSIZEBRICK VENEER; ECONOMYSIZE4E14F15B15B15B15B14D14A14A14A14A14A15A15'-4"10'-4"10'-4"10'-4"10'-4"10'-4"2'-8"7'-8"2'-8"7'-8"2'-8"7'-8"2'-8"7'-8"2'-8"7'-8"2'-8"7'-8"A7.148SimA7.112SimBALCONYBALCONYBALCONYBALCONYBALCONYBALCONYA7.1217SimA7.1217Sim112' - 0"Level 01129' - 0"Level 02139' - 4"Level 03100' - 0"Level B1149' - 8"Level 04160' - 0"Level 05170' - 4"Level 06180' - 8"Level 07191' - 0"Level 0810201' - 4"Roof LevelWIRE MESH GUARDRAIL;2"x2" GALVANIZEDFIBER-GLASS FRAMEFRENCH DOORMETAL PANEL SYSTEMWIRE MESH GUARDRAIL;2"x2" GALVANIZEDWIRE MESH GUARDRAIL;2"x2" GALVANIZEDMETAL PANEL SYSTEMFIBER-GLASS FRAMEFRENCH DOORMETAL PANEL SYSTEMWIRE MESH GUARDRAIL;2"x2" GALVANIZEDFIBER-GLASS FRAMEFRENCH DOORMETAL PANEL SYSTEMWIRE MESH GUARDRAIL;2"x2" GALVANIZEDFIBER-GLASS FRAMEFRENCH DOORMETAL PANEL SYSTEMWIRE MESH GUARDRAIL;2"x2" GALVANIZEDFIBER-GLASS FRAMEFRENCH DOORMETAL PANEL SYSTEM( 436.00' )( 446.33' )( 456.67' )( 419.00' )( 407.00' )( 467.00' )( 477.33' )( 487.67' )( 498.00' )( 508.33' )10'-4"10'-4"10'-4"10'-4"10'-4"10'-4"10'-4"17'-0"12'-0"4"1A11A11A11A11A1UNITUNITUNITUNITUNITSTOR.A7.146SimA7.136SimA7.113Sim4D14A14A14A14A15A14'-4"2'-4"7'-2"1'-8"8'-8"1'-8"1'-6"7'-2"1'-8"1'-6"7'-2"1'-8"1'-6"7'-2"3'-6"3'-6"3'-6"3'-0"3'-6"3'-0"3'-6"3'-0"72'-2"A7.136SimA7.136SimA7.136Sim112' - 0"Level 01129' - 0"Level 02139' - 4"Level 03100' - 0"Level B1149' - 8"Level 04160' - 0"Level 05170' - 4"Level 06180' - 8"Level 07191' - 0"Level 08FG201' - 4"Roof LevelMETAL PANEL SYSTEMMETAL PANEL BANDINGMETAL PANEL SYSTEMCAST STONE SILLBRICK VENEER; ECONOMYSIZE( 419.00' )( 407.00' )( 436.00' )( 446.33' )( 456.67' )( 467.00' )( 477.33' )( 487.67' )( 498.00' )( 508.33' )10'-4"10'-4"10'-4"10'-4"10'-4"10'-4"10'-4"17'-0"12'-0"4"1C11A11A11A11A1METAL PANEL SYSTEM1A11A1ROOFUNITUNITUNITUNITUNITUNITUNITRETAIL 4PARKINGBICYCLE STOR.EXT. GREENROOF PLAZAA7.145SimA7.127SimA7.125SimA7.125SimA7.125SimA7.125SimA7.128SimA7.121SimA7.117Sim4D14E14A14A14A14A14A14A15A15C13'-4"8'-8"1'-8"8'-8"1'-8"8'-8"1'-8"8'-8"1'-8"8'-8"1'-8"8'-8"1'-8"8'-8"3'-0"14'-0"91'-0"3'-2 3/4"8'-9 1/4"112' - 0"Level 01129' - 0"Level 02139' - 4"Level 03100' - 0"Level B1149' - 8"Level 04160' - 0"Level 05170' - 4"Level 06180' - 8"Level 07191' - 0"Level 08201' - 4"Roof LevelMETAL PANEL SYSTEMWIRE MESH GUARDRAIL;2"x2" GALVANIZEDFIBER-GLASS FRAMEFRENCH DOORMETAL PANEL BANDINGMETAL PANEL SYSTEMBRICK SOLDIER COURSEHEADERBRICK VENEER; ECONOMYSIZEWIRE MESH GUARDRAIL;2"x2" GALVANIZEDFIBER-GLASS FRAMEFRENCH DOORBRICK SOLDIER COURSEHEADERBRICK VENEER; ECONOMYSIZECAST STONE SILL( 407.00' )( 419.00' )( 436.00' )( 446.33' )( 456.67' )( 467.00' )( 477.33' )( 487.67' )( 498.00' )( 508.33' )10'-4"10'-4"10'-4"10'-4"10'-4"10'-4"10'-4"17'-0"12'-0"4"ROOFUNITUNITUNITUNITUNITUNITUNITSERVICE CORR.EXT. GREENROOF PLAZAPARKINGBICYCLE STOR.S14S131C11C1METAL PANEL SYSTEMFIBER-GLASS FRAMEFRENCH DOORMETAL PANEL SYSTEM1A1METAL PANEL SYSTEM1A1METAL PANEL SYSTEM1A11A15C14A14A14A14A14A14A15A13'-4"1'-6"7'-2"1'-8"1'-6"7'-2"1'-8"1'-6"7'-2"1'-8"1'-6"7'-2"1'-8"1'-6"7'-2"1'-8"1'-6"7'-2"1'-8"1'-6"7'-2"2'-6 1/8"9 7/8"3'-2"6"9'-6"6"91'-0"0"4'-2"3'-6"2'-8"0"4'-2"3'-6"2'-8"0"4'-2"3'-6"2'-8"0"4'-2"3'-6"2'-8"0"4'-2"3'-6"2'-8"4'-2"3'-6"2'-8"0"4'-2"3'-6"2'-8"17'-6 3/4"8'-9 1/4"ACM PANEL SYSTEMA7.145SimA7.115SimA2.1217SimA2.1217SimA2.1217SimA2.1217SimA2.1217SimA2.1217SimA2.1217SimA2.2220Sim1A1A7.135Sim112' - 0"Level 01129' - 0"Level 02139' - 4"Level 03100' - 0"Level B1149' - 8"Level 04160' - 0"Level 05170' - 4"Level 06180' - 8"Level 07191' - 0"Level 08201' - 4"Roof Level6.17.1116' - 0"Level 01.2( 407.00' )( 419.00' )( 423.00' )( 436.00' )( 446.33' )( 456.67' )( 467.00' )( 477.33' )( 487.67' )( 498.00' )( 508.33' )10'-4"10'-4"10'-4"10'-4"10'-4"10'-4"10'-4"13'-0"4'-0"12'-0"ROOFUNITUNITUNITUNITUNITUNITUNITGARAGE VENTROOMPARKINGGENERATOR1A1A7.145SimMETAL PANEL SYSTEMMETAL PANEL BANDINGMETAL PANEL SYSTEMMETAL PANEL SYSTEMMETAL PANEL SYSTEMMETAL PANEL SYSTEMMETAL PANEL SYSTEMMETAL PANEL SYSTEM1A11A11A11A11A11A11A1A7.127SimA7.125SimA7.125SimA7.125SimA7.125SimA7.125Sim4A14A14A14A14A14A15A191'-0"3'-4"8'-8"1'-8"8'-8"1'-8"8'-8"1'-8"8'-8"1'-8"8'-8"1'-8"8'-8"1'-8"8'-8"2'-6 3/8"10'-5 5/8"METAL PANEL SYSTEMPRE-FINISHED METALFLASHING1D1112' - 0"Level 01129' - 0"Level 02139' - 4"Level 03100' - 0"Level B1149' - 8"Level 04160' - 0"Level 05170' - 4"Level 06180' - 8"Level 07191' - 0"Level 08A201' - 4"Roof Level201' - 4"Roof Level116' - 0"Level 01.2ROOFUNITUNITUNITUNITUNITUNITUNITRETAIL 4PARKING1B21B21B31B31B31B31B31J11B11K1ACM PANEL SYSTEMACM PANEL SYSTEMACM PANEL SYSTEMACM PANEL SYSTEMACM PANEL SYSTEMACM PANEL SYSTEMBRICK SOLDIER COURSEHEADERCAST STONE SILLBRICK VENEER; ECONOMYSIZEACM PANEL SYSTEMFIBER-GLASS FRAMEFRENCH DOORWIRE MESH GUARDRAIL;2"x2" GALVANIZEDWIRE MESH GUARDRAIL;2"x2" GALVANIZEDFIBER-GLASS FRAMEFRENCH DOORWIRE MESH GUARDRAIL;2"x2" GALVANIZEDFIBER-GLASS FRAMEFRENCH DOORWIRE MESH GUARDRAIL;2"x2" GALVANIZEDFIBER-GLASS FRAMEFRENCH DOORWIRE MESH GUARDRAIL;2"x2" GALVANIZEDFIBER-GLASS FRAMEFRENCH DOORWIRE MESH GUARDRAIL;2"x2" GALVANIZEDFIBER-GLASS FRAMEFRENCH DOORA7.142SimA7.114SimA7.1211SimS24D14E14A14A14A14A14A14A15A15B15'-2"8'-8"1'-8"1'-0"3'-8"4'-0"1'-8"1'-0"3'-8"4'-0"1'-8"1'-0"3'-8"4'-0"1'-8"1'-0"3'-8"4'-0"1'-8"1'-0"3'-8"4'-0"1'-8"1'-0"3'-8"3'-6"6"3'-4"3'-2"6"10'-0"12'-0"4"3'-5 3/4"92'-10"A2.1211SimA2.1211SimA2.1211SimA2.1211SimA2.1211SimA2.129SimA2.129SimA2.129SimA2.129SimFABRIC AWNING *TO BELOCATED AFTER TENENTISSUE FOR PRICING / BIDDING:DRAWN BY:AOR:The architectural works depictedherein are the sole property ofHumphreys & Partners UrbanArchitecture, L.P. and may not beconstructed or used without its expresswritten permission. No permission tomodify or reproduce any of thearchitectural works, including withoutlimitation the e construction of anybuilding, is expressed or should beimplied from delivery of preliminarydrawings or unsealed constructiondrawings. Permission to construct thebuilding depicted in sealedconstruction drawings is expresslyconditioned on the full and timelypayment of all fees otherwise dueHumphreys & Partners Architects, L.P.and, in the absence of any writtenagreement to the contrary, is limited toa one-time use One he site indicatedon these plans.HUMPHREYS & PARTNERSURBAN ARCHITECTURE, L.P.5339 ALPHA ROAD * SUITE 300* DALLAS, TX 75240T: (972) 701-9636 F: (972) 701-9639DALLAS * NEWPORT BEACH * NEW ORLEANS *ORLANDO * CHENNAI * MONTEVIDEOCopyright 2017 - Humphreys & Partners Urban Architecture, L.P.All Rights ReservedISSUE FOR PERMIT APPLICATION:ISSUE FOR CONSTRUCTION:DESIGNED BY:PLOT DATEwww.humphreys.comSHEET CONTENTSSHEET NUMBERSCALE--- 1/4" = 1'-0"A5.22WALLSECTIONS -EXTERIORNEWMAN DEVELOPMENT GROUPCITY CENTREBH16077PERMIT ISSUE (07/10/2017)SBMCITHACA, NY07/10/201707/10/2017 1/4" = 1'-0"1EXT. WALL SECTION - 7 1/4" = 1'-0"2EXT. WALL SECTION - 8 1/4" = 1'-0"3EXT. WALL SECTION - 9 1/4" = 1'-0"4EXT. WALL SECTION - 10 1/4" = 1'-0"5EXT. WALL SECTION - 11 1/4" = 1'-0"6EXT. WALL SECTION - 12REVISION SCHEDULENO: DATE: DESCRIPTION: 112' - 0"Level 01129' - 0"Level 02139' - 4"Level 03100' - 0"Level B1149' - 8"Level 04160' - 0"Level 05170' - 4"Level 06180' - 8"Level 07191' - 0"Level 08G201' - 4"Roof LevelROOFUNITUNITUNITUNITUNITUNITUNITEXT. GREENROOF PLAZAPARKING1B31B31B31B31B31B31B31J11J1A7.118SimA7.122SimBRICK VENEER; ECONOMYSIZEBRICK VENEER; ECONOMYSIZEMETAL PANEL SYSTEMACM PANEL SYSTEMACM PANEL SYSTEMACM PANEL SYSTEMACM PANEL SYSTEMACM PANEL SYSTEMACM PANEL SYSTEMA7.129SimACM PANEL SYSTEMA7.1214SimA7.124SimA7.124SimA7.124SimA7.124SimA7.142Sim4C14E14A14A14A14A14A14A15A15C15'-2"8'-8"1'-8"8'-8"1'-8"8'-8"1'-8"8'-8"1'-8"8'-8"1'-8"8'-8"1'-8"8'-8"92'-10"10'-4"10'-4"10'-4"10'-4"10'-4"10'-4"10'-4"17'-0"12'-0"4"112' - 0"Level 01129' - 0"Level 02139' - 4"Level 03100' - 0"Level B1149' - 8"Level 04160' - 0"Level 05170' - 4"Level 06180' - 8"Level 07191' - 0"Level 08116' - 0"Level 01.2EXT. PATIOUNITUNITUNITUNITUNITUNITEXTERIORPARKINGSTEEL FRAMED & ACMFINISHED CORNICESTEEL SUPPORT BRACKET1B1ALUMINUM STOREFRONTSYSTEMBRICK SOLDIER COURSEHEADERBRICK VENEER; ECONOMYSIZEALUMINUM STOREFRONTSYSTEMBRICK VENEER; ECONOMYSIZEALUMINUM STOREFRONTSYSTEMBRICK VENEER; ECONOMYSIZEALUMINUM STOREFRONTSYSTEMBRICK ROWLOCK COURSESILLBRICK VENEER; ECONOMYSIZEBRICK SOLDIER COURSEHEADERALUMINUM STOREFRONTSYSTEMBRICK VENEER; ECONOMYSIZEALUMINUM STOREFRONTSYSTEMBRICK ROWLOCK COURSESILLBRICK VENEER; ECONOMYSIZEBRICK SOLDIER COURSEHEADER1C11C11C11C11C11C1ACM PANEL SYSTEM4A14A14A14A14A112'-0"13'-8"3'-4"7'-8"1'-0"1'-8"7'-8"1'-0"1'-8"7'-8"1'-0"1'-8"7'-8"1'-0"9'-4"1'-0"1'-8"7'-8"1'-0"1'-8"2'-8"1'-0"10'-4"10'-4"10'-4"10'-4"10'-4"10'-4"13'-0"4'-0"12'-0"4"82'-8"A7.148SimA7.133SimA7.151SimA7.1111SimA7.133SimA7.133SimA7.133SimA7.134Sim112' - 0"Level 01129' - 0"Level 02139' - 4"Level 03100' - 0"Level B1149' - 8"Level 04160' - 0"Level 05170' - 4"Level 06180' - 8"Level 07191' - 0"Level 08116' - 0"Level 01.2UNITUNITUNITUNITUNITUNITEXTERIORPARKINGSTEEL FRAMED & ACMFINISHED CORNICE1B11C11C11C11C11C11C1ACM PANEL SYSTEMBRICK VENEER; ECONOMYSIZEBRICK VENEER; ECONOMYSIZEBRICK VENEER; ECONOMYSIZEBRICK VENEER; ECONOMYSIZEBRICK VENEER; ECONOMYSIZEBRICK VENEER; ECONOMYSIZEA7.111SimA7.131SimBRICK SOLDIER COURSEHEADER4A14A14A14A14A11'-0"4'-4"10'-4"10'-4"10'-4"8'-8"1'-8"10'-4"8'-8"17'-0"4"12'-0"4'-0"13'-0"10'-4"10'-4"10'-4"10'-4"10'-4"10'-4"82'-8"A7.149SimA7.152SimA7.131SimA7.131SimA7.131SimA7.132Sim112' - 0"Level 01129' - 0"Level 02139' - 4"Level 03100' - 0"Level B1149' - 8"Level 04160' - 0"Level 05170' - 4"Level 06180' - 8"Level 07191' - 0"Level 08201' - 4"Roof Level1.1116' - 0"Level 01.2ROOFUNITUNITUNITUNITUNITUNITUNITRETAIL 1PARKING1B31B31B31B31B31B31J11B31B11B1L2S5S21B1ACM PANEL SYSTEMACM PANEL SYSTEMACM PANEL SYSTEMACM PANEL SYSTEMACM PANEL SYSTEMACM PANEL SYSTEMACM PANEL SYSTEMBRICK SOLDIER COURSEHEADERBRICK VENEER; ECONOMYSIZEACM PANEL SYSTEMACM PANEL SYSTEMACM PANEL SYSTEMA7.141SimFIBER-GLASS FRAMEFRENCH DOORWIRE MESH GUARDRAIL;2"x2" GALVANIZEDFIBER-GLASS FRAMEFRENCH DOORWIRE MESH GUARDRAIL;2"x2" GALVANIZEDFIBER-GLASS FRAMEFRENCH DOORWIRE MESH GUARDRAIL;2"x2" GALVANIZEDFIBER-GLASS FRAMEFRENCH DOORWIRE MESH GUARDRAIL;2"x2" GALVANIZEDFIBER-GLASS FRAMEFRENCH DOORWIRE MESH GUARDRAIL;2"x2" GALVANIZEDFIBER-GLASS FRAMEFRENCH DOORWIRE MESH GUARDRAIL;2"x2" GALVANIZEDFIBER-GLASS FRAMEFRENCH DOORWIRE MESH GUARDRAIL;2"x2" GALVANIZEDMETAL LOUVERCAST-IN-PLACECONCRETE SITE WALL;REF. STRUCT & CIVIL4D14E14A14A14A14A14A14A15A14"12'-0"4'-0"13'-0"10'-4"10'-4"10'-4"10'-4"10'-4"10'-4"10'-4"6'-8"1'-0"3'-8"3'-6"6"1'-8"1'-0"3'-8"4'-0"1'-8"1'-0"3'-8"4'-0"1'-8"1'-0"3'-8"4'-0"1'-8"1'-0"3'-8"4'-0"1'-8"1'-0"3'-8"4'-0"1'-8"1'-0"3'-8"3'-6"6"3'-4"3'-2"6"6'-6"3'-6"8"1'-10"2'-6"7'-0"94'-4"14'-6"A2.1211SimA2.1211SimA2.1211SimA2.1211SimA2.1211SimA2.1211SimA2.129SimA2.129SimA2.129SimA2.129SimA2.129SimA2.1215Sim112' - 0"Level 01129' - 0"Level 02139' - 4"Level 03100' - 0"Level B1149' - 8"Level 04160' - 0"Level 05170' - 4"Level 06180' - 8"Level 07191' - 0"Level 08201' - 4"Roof Level1.1ACM PANEL SYSTEMACM PANEL SYSTEMWIRE MESH GUARDRAIL;2"x2" GALVANIZEDFIBER-GLASS FRAMEFRENCH DOORCAST STONE SILLBRICK VENEER; ECONOMYSIZEWIRE MESH GUARDRAIL;2"x2" GALVANIZEDFIBER-GLASS FRAMEFRENCH DOORBRICK VENEER; ECONOMYSIZE116' - 0"Level 01.2ROOFUNITUNITUNITUNITUNITUNITUNITRETAIL 1PARKING1B31B31B31B31B31B31J11B11F21K1ACM PANEL SYSTEMACM PANEL SYSTEMACM PANEL SYSTEMACM PANEL SYSTEMBRICK SOLDIER COURSEHEADERA7.142SimFIBER-GLASS FRAMEFRENCH DOORWIRE MESH GUARDRAIL;2"x2" GALVANIZEDFIBER-GLASS FRAMEFRENCH DOORWIRE MESH GUARDRAIL;2"x2" GALVANIZEDFIBER-GLASS FRAMEFRENCH DOORWIRE MESH GUARDRAIL;2"x2" GALVANIZEDFIBER-GLASS FRAMEFRENCH DOORWIRE MESH GUARDRAIL;2"x2" GALVANIZEDFIBER-GLASS FRAMEFRENCH DOORWIRE MESH GUARDRAIL;2"x2" GALVANIZEDACM PANEL SYSTEMS2S5A7.111Sim4D14E14A14A14A14A14A14A15A15'-2"1'-0"3'-8"3'-6"6"1'-8"1'-0"3'-8"4'-0"1'-8"1'-0"3'-8"4'-0"1'-8"1'-0"3'-8"4'-0"1'-8"1'-0"3'-8"4'-0"1'-8"1'-0"3'-8"4'-0"1'-8"1'-0"3'-8"3'-6"6"3'-4"3'-2"6"6'-6"3'-6"8"11'-4"10'-4"10'-4"10'-4"10'-4"10'-4"10'-4"10'-4"13'-0"4'-0"12'-0"4"92'-10"A2.1211SimA2.1211SimA2.1211SimA2.1211SimA2.1211SimA2.1211SimA2.129SimA2.129SimA2.129SimA2.129SimA2.129Sim112' - 0"Level 01129' - 0"Level 02139' - 4"Level 03100' - 0"Level B1149' - 8"Level 04160' - 0"Level 05170' - 4"Level 06180' - 8"Level 07191' - 0"Level 08201' - 4"Roof LevelK.1116' - 0"Level 01.2ROOFUNITUNITUNITUNITUNITUNITUNITGARAGE VENTROOMPARKING1A11A11A11A11A11A1METAL PANEL SYSTEMALUMINUM-CLAD WOODGLIDER WINDOWMETAL PANEL SYSTEMALUMINUM-CLAD WOODGLIDER WINDOWMETAL PANEL SYSTEMALUMINUM-CLAD WOODGLIDER WINDOWMETAL PANEL SYSTEMALUMINUM-CLAD WOODGLIDER WINDOWALUMINUM-CLAD WOODGLIDER WINDOWMETAL PANEL SYSTEMALUMINUM-CLAD WOODGLIDER WINDOWMETAL PANEL SYSTEMALUMINUM-CLAD WOODGLIDER WINDOWMETAL PANEL SYSTEMMETAL LOUVERMETAL PANEL SYSTEMMETAL PANEL SYSTEMA7.125SimA7.125SimA7.125SimA7.125SimA7.125SimA7.125SimA7.145SimA2.221SimA2.221SimA2.221SimA2.221SimA2.221SimA2.221SimA2.221Sim4A14A14A14A14A14A15A13'-4"11 1/2"5'-0"2'-8 1/2"1'-8"11 1/2"5'-0"2'-8 1/2"1'-8"11 1/2"5'-0"2'-8 1/2"1'-8"11 1/2"5'-0"2'-8 1/2"1'-8"11 1/2"5'-0"2'-8 1/2"1'-8"11 1/2"5'-0"2'-8 1/2"1'-8"11 1/2"5'-0"2'-8 1/2"2'-6"9'-0"1'-6"16'-0"10'-4"10'-4"10'-4"10'-4"10'-4"10'-4"10'-4"13'-0"4'-0"12'-0"91'-0"A2.223SimA2.223SimA2.223SimA2.223SimA2.223SimA2.223SimA2.223Sim1D11D11D3INSULATED OVERHEADCOILING DOORDRAINAGE TILE;REF. CIVIL DWG'S1A1FAN SYSTEM; REF.MECH. DWGS.L1INSULATED OVERHEADCOILING DOORISSUE FOR PRICING / BIDDING:DRAWN BY:AOR:The architectural works depictedherein are the sole property ofHumphreys & Partners UrbanArchitecture, L.P. and may not beconstructed or used without its expresswritten permission. No permission tomodify or reproduce any of thearchitectural works, including withoutlimitation the e construction of anybuilding, is expressed or should beimplied from delivery of preliminarydrawings or unsealed constructiondrawings. Permission to construct thebuilding depicted in sealedconstruction drawings is expresslyconditioned on the full and timelypayment of all fees otherwise dueHumphreys & Partners Architects, L.P.and, in the absence of any writtenagreement to the contrary, is limited toa one-time use One he site indicatedon these plans.HUMPHREYS & PARTNERSURBAN ARCHITECTURE, L.P.5339 ALPHA ROAD * SUITE 300* DALLAS, TX 75240T: (972) 701-9636 F: (972) 701-9639DALLAS * NEWPORT BEACH * NEW ORLEANS *ORLANDO * CHENNAI * MONTEVIDEOCopyright 2017 - Humphreys & Partners Urban Architecture, L.P.All Rights ReservedISSUE FOR PERMIT APPLICATION:ISSUE FOR CONSTRUCTION:DESIGNED BY:PLOT DATEwww.humphreys.comSHEET CONTENTSSHEET NUMBERSCALE--- 1/4" = 1'-0"A5.23WALLSECTIONS -EXTERIORNEWMAN DEVELOPMENT GROUPCITY CENTREBH16077PERMIT ISSUE (07/10/2017)DesignerMCITHACA, NY07/10/201707/10/2017 1/4" = 1'-0"1EXT. WALL SECTION - 13 1/4" = 1'-0"2EXT. WALL SECTION - 14 1/4" = 1'-0"3EXT. WALL SECTION - 15 1/4" = 1'-0"4EXT. WALL SECTION - 16 1/4" = 1'-0"5EXT. WALL SECTION - 17 1/4" = 1'-0"6EXT. WALL SECTION - 18REVISION SCHEDULENO: DATE: DESCRIPTION: 112' - 0"Level 01129' - 0"Level 02100' - 0"Level B1K.1J.3P.1SWITCHGEAREQUIP.PARKING12'-0"116' - 0"Level 01.2( 407.00' )( 419.00' )( 423.00' )( 436.00' )13'-0"4'-0"12'-0"ELEC.BOILER ROOMUNITSLOPE: 7.69%4'-8"8'-10 5/8"112' - 0"Level 01100' - 0"Level B143567810"- PAVERS ON PADASTAL SYSTEM- SLOPED TOPPING SLAB- PROTECTION BOARD, DRAINAGEMAT & WATERPROOFING MEMBRANE- STRUCTURAL SLAB- SLOPED TOPPING SLAB- PROTECTION BOARD, DRAINAGE MAT& WATERPROOFING MEMBRANE- STRUCTURAL SLABCONCRETE CURB- PAVERS ON PADASTAL SYSTEM- PROTECTION BOARD &WATERPROOFING MEMBRANE- SLOPED STRUCTURAL SLABCONCRETE CURB- PLANTER (REF. LANDSCAPE DWG'S.)- WATERPROOFING MEMBRANE- SLOPED STRUCTURAL SLABA7.115SimA7.119SimTURNAROUNDDRIVE / PARKINGEXTERIORPLAZA ATGREEN ROOFEXTERIORTABLE AREAPARKINGBICYCLE STOR.FLOOR DRAIN2X2 FLOORDRAIN INLET112' - 0"Level 01129' - 0"Level 02100' - 0"Level B11.12.13.14.15.16.15.6116' - 0"Level 01.2112' - 0"Level 01100' - 0"Level B1116' - 0"Level 01.2112' - 0"Level 01100' - 0"Level B1116' - 0"Level 01.2112' - 0"Level 01100' - 0"Level B1K.1P.110"L31M1M118GENERATOR; REF. MEPISSUE FOR PRICING / BIDDING:DRAWN BY:AOR:The architectural works depictedherein are the sole property ofHumphreys & Partners UrbanArchitecture, L.P. and may not beconstructed or used without its expresswritten permission. No permission tomodify or reproduce any of thearchitectural works, including withoutlimitation the e construction of anybuilding, is expressed or should beimplied from delivery of preliminarydrawings or unsealed constructiondrawings. Permission to construct thebuilding depicted in sealedconstruction drawings is expresslyconditioned on the full and timelypayment of all fees otherwise dueHumphreys & Partners Architects, L.P.and, in the absence of any writtenagreement to the contrary, is limited toa one-time use One he site indicatedon these plans.HUMPHREYS & PARTNERSURBAN ARCHITECTURE, L.P.5339 ALPHA ROAD * SUITE 300* DALLAS, TX 75240T: (972) 701-9636 F: (972) 701-9639DALLAS * NEWPORT BEACH * NEW ORLEANS *ORLANDO * CHENNAI * MONTEVIDEOCopyright 2017 - Humphreys & Partners Urban Architecture, L.P.All Rights ReservedISSUE FOR PERMIT APPLICATION:ISSUE FOR CONSTRUCTION:DESIGNED BY:PLOT DATEwww.humphreys.comSHEET CONTENTSSHEET NUMBERSCALE--- 1/4" = 1'-0"A5.31ENLARGEDSECTIONSNEWMAN DEVELOPMENT GROUPCITY CENTREBH16077PERMIT ISSUE (07/10/2017)SBMCITHACA, NY07/10/201707/10/2017 1/4" = 1'-0"1ENLARGED SECTION - GARAGE ENTRY 1/4" = 1'-0"2ENLARGED SECTION - GREEN ROOF 1/4" = 1'-0"3ENLARGED SECTION - PORTAL 1/4" = 1'-0"4ENLARGED SECTION - FOUNDATION AT GATE 1/4" = 1'-0"5ENLARGED SECTION - FOUNDATION AT GREEN ROOF 1/4" = 1'-0"6ENLARGED SECTION - GENERATOR AND RAMPREVISION SCHEDULENO: DATE: DESCRIPTION: SCALE:SCALE:3'-0"X TREADS @ Y + X'-X"X RISERS = X'-X"3'-6"3'-6"3'-0"3'-6"X'-X''X RISERSX RISERSLANDINGX TREADS AT YX'-X''X RISERSX RISERS3'-6"X'-X''X RISERSX RISERS16(LESS THAN 12'-0" HEIGHT)STRAIGHT RUN STAIRWAY1/4"=1'-0"21STAIR SECTION - MULTI-LEVEL1/4"=1'-0"CANE DETECTIONRAILING-ALIGN W/ STRINGERABOVECANE DETECTIONRAILING, REFER DETAILGUARDRAIL /HANDRAIL ASSEMBLYGUARDRAIL WHERE WALKPATHADJACENT TO STAIRWAY OPENING(12'-0" MAX)TYPICAL TREADREFER DETAIL7'-0" HEAD CLEARANCESECONDLEVEL FINISHFIRSTLEVEL FINISH80"CLEARMINCANE DETECTIONRAILINGREFER DETAILGUARDRAILASSEMBLYINTERMEDIATELEVEL FINISHFIRSTLEVEL FINISHEL = 100' - 0''= X' - X''= X' - X''DEPTHX' - X''GUARDRAIL/HANDRAILASSEMBLYTYPICAL TREADREFER DETAILTOP LEVEL FINISHEL = X' - X''= X' - X''= X' - X''WALL MOUNTEDHANDRAIL BEYONDGUARDRAIL/HANDRAILASSEMBLYWALL MOUNTEDHANDRAIL BEYONDSECONDLEVEL FINISHEL = 100' - 0''= X' - X''TYPICAL LEVELSCALE:SCALE:SCALE:SCALE:SCALE:3"3'-9" 6" 3'-9"8'-0" 3"8'-6"3" 4'-3"X TREADS @11" = Y6"STRUCTURAL OPENING1'-0"TREAD DEPTHUP DOWN1'-0"TREADDEPTHUP6"DOWN2"2"3'-6"3'-0"1'-0"3"TREAD DEPTHTREAD DEPTH + 1"SEGMENTDOORWIDTHDOORWIDTH1'-6"1'-0"MIN6" MIN10"MIN @CMU90° MIN.90° MIN.DOOR WIDTH(3'-0" MIN)STAIR WIDTH(LESS 7")4'-0"2'-3"4'-0"6'-8" CLEARANCE2"2"3'-0"SEGMENT3'-0"1'-0"3"6" MIN.10" MIN @ CMU3"2'-3"17/A6.011TYPICAL STAIRWAY LAYOUT3/8"=1'-0"3GUARDRAIL/HANDRAIL @ OPEN SIDE STAIR3/8"=1'-0"4STANDARD LANDING CONFIGURATION3/8"=1'-0"11CANE DETECTION RAIL DIAGRAM3/8"=1'-0"12WALL MOUNTED HANDRAIL3/8"=1'-0"MINIMUM CLEARSTRUCTURAL OPENINGMINSTANDPIPE RISER,REFER DETAILREFER TO FLOOR PLANSFOR ACTUAL STAIRORIENTATIONLANDING SUPPORT, REFERDETAIL(ACTUAL LOCATION BYSTAIR ENGINEER)OMIT RISER AT THIS LOCATIONIF REQUIREDWALL MOUNTEDHANDRAIL, REFER DETAILGUARDRAIL / HANDRAILASSEMBLY, REFER DETAILOPEN TOBELOWSLAB MOUNTEDGUARDRAIL, REFER DETAILTOP LEVELTOP TERMINATION TRANSITIONCANE DETECTION RAIL,REFER DETAILLOWEST LEVELALIGNBOTTOM TERMINATIONTRANSITIONCLEARCLEARGUARDRAIL ASSEMBLY W/HANDRAIL ON OPENSTAIR SIDE(S)3/4" SOLID STEEL BARBALLUSTERS @ 4"OC1-1/4" INSIDE DIAMETER STLPIPE GARDRAIL TOP &BOTTOM RAILS & SUPPORTPOSTSHANDRAIL BRACKETS @SPACINGREQUIRED TO SUPPORTSTRUCTURAL LOAD - 4'-0"MAXIMUM SPACINGREFER TO HANDRAILTRANSITIONS DETAIL FORTRANSITION INFORMATION(INTERMEDIATETRANSITION SHOWN)STARTER LANDINGTRANSITION SHOWN DASHEDLINE OF RISERS & TREADSNOTE: ALL GUARDRAIL &HANDRAIL INTERSECTIONSSHALL BE RADIUSEDRAILSEGMENTS SHALL BEEQUAL - 4'-0" MAXSPACINGEND LANDINGTRANSITION SHOWNDASHEDDOOR SHALL NOT ENCROACHON THE REQUIRED LANDINGWIDTH MORE THAN ONE-HALFAT ANY POINT IN OPERATIONALSWING.DOOR, WHEN FULLY OPENEDSHALL NOT ENCROACH ON THEREQUIRED LANDING WIDTHMORE THAN 7"(3'-0" MIN)(3'-0" MIN)STAIRWIDTHS TAIRWID TH (1'-0"MIN PUSH SIDE)(MIN)1-1/4" INSIDE DIAMETER STL. PIPECANE DETECTION RAIL & SUPPORTPOSTS.SUPPORT POSTS @ 48"O.C. MAX.EXTEND DETECTION RAIL UNDERSTAIR STRINGER AT ADJACENTWALK-PATH ONLYALIGNPLANSECTIONELEVATIONPROVIDE CANE DETECTION RAILUNDER ALL STAIRS TO PREVENTCIRCULATION IN AREA WHEREHEAD CLEARANCE IS LESS THAN6'-8".SECTIONALIGN6'-8" HEAD CLEARANCEHEAD CLEARANCELESS THAN 80"LINE OF RISERS & TREADSLOCATE SUPPORT BRACKETSAS REQUIRED TO SUPPORTSTRUCTURAL LOADS - 4'-0"MAXIMUM SPACINGSEGMENTS SHALL BEEQUAL - 4'-0" MAX. SPACINGHANDRAIL ASSEMBLYNOTE: ALL HANDRAILINTERSECTIONS SHALLBE RADIUSEDFACE OF FINISHRAILPOSTPOSTPOSTNOSINGNOSINGSCALE:3-1/4"2'-2"1'-0"2'-2"31_4"13HANDRAIL TRANSITIONS1/2"=1'-0"INTERMEDIATEHANRAILTRANSITIONTOP HANDRAILTERMINATIONBOTTOM HANDRAILTERMINATIONGUARDRAILHANDRAILALIGN W/GUARDRAILGUARDRAILHANDRAILTREAD DEPTHHANDRAILALIGN W/GUARDRAILGUARDRAILSCALE:SCALE:SCALE:4"6"1 1/2"3'-0"2"3'-6"6"2 1/2"1'-0" 1'-0"6"TREADDEPTHEQEQLANDING WIDTH2'-6"EQEQEQEQEQEQEQ3 3/4"3"EQ3"14HANDRAIL SUPPORT @ GUARDRAIL3/4"=1'-0"25STANDPIPE AT INTERMEDIATE LANDING3/4"=1'-0"15DETAIL AT PROTECTION GATE3/4"=1'-0"1-1/4" INSIDE DIAMETERSTL. PIPE GUARDRAIL3/4" SOLID STEEL BARBALLUSTERS @ 4" OCHANDRAIL ASSEMBLY3/8" SOLID STEEL BAR BRACKETADJACENT GUARDRAILASSEMBLY (WHERE OCCURS)MINCLEARTO TREADOR FLOORMINTO TREADOR FLOORWALL FINISHWALL FINISHWRENCHCLEARANCENOSINGGUARDRAIL/HANDRAILASSEMBLYLANDINGPERIMETERFRAMESTANDPIPE RISER ASSEMBLYS T A IR W ID T H @ EA. HINGEPLATE BACK-UP W/ (2)3/8" DIA.20 GA. STL.HINGES W/STOPS @ OPEN& CLOSEDPOSITIONSTOGGLE BOLTSSELF-CLOSING4" SPHERE SHALL NOTPASS THRU, TYP.3/4" SQ. STL. TUBESTOP: 1-1/4: X 1-1/4" X4" STL. ANGLE W/NEOPRENE SILENCERWELDED TO RAILING3/4" SQUARE STL. TUBEHANDRAIL, TYP.CATCHPICKETS(REF. 9)SCALE:SCALE:SCALE:SCALE:SCALE:SCALE:SCALE:SCALE:2"1"1"TREAD DEPTHRISER HEIGHT1"REFER STAIR SECTION OR FLOOR PLAN1 1/2"2"1"TREAD DEPTHRISER HEIGHT1"1 1/2"3"2"1"1"1"1 1/2"3"4"RISER HEIGHT3"6"2"3"2"1 1/2"RISER HEIGHT1"4"2"1"6"6"1 1/2"2 1/2"3 1/2"1 1/2"4"2"3" MIN.VARIES1 1/2"3'' AT LANDING1 1/2"6STAIR ASSEMBLY ATTACHMENT3"=1'-0"7TYPICAL STAIR RISER/TREAD3"=1'-0"8INTERMEDIATE LANDING TRANSITION3"=1'-0"9STAIR ASSEMBLY ATTACHMENT @ CONC.3"=1'-0"19GUARDRAIL ATTACHMENT @ SLAB3"=1'-0"17INTERMEDIATE LANDING TRANSITION - 23"=1'-0"20STAIR STRINGER/LANDING AT WALL3"=1'-0"18@ CMU / CONC. PARTITIONHANDRAIL SUPPORT3"=1'-0"CONC FILL W/ WELDED WIREREINFORCEMENT ON MTLPANMETAL PAN RISER & SUBTREAD(SHIP BOTTOM PAN LOOSE FORFIELD ATTACHMENT)STEEL STRINGERSTAIR NOSINGSTEEL BRACKETS1/2" THICK STEEL PLATECLOSURE @ EXPOSEDSTRINGER ENDS - GRINDWELDS SMOOTHREFER TO STAIR SECTION FORACTUAL RISER HEIGHT &TREAD DEPTHCONC FILL W/ WELDED WIREREINFORCEMENT ON MTLPANSTEEL STRINGERSTAIR NOSING (TYPE ATEACH RISER, UNO)STEEL BRACKETSMETAL PAN RISER & SUBTREADREFER TO STAIR SECTION FORACTUAL RISER HEIGHT &TREAD DEPTH1/2" THICK STEEL PLATE CLOSUREEXPOSED END - GRIND WELDSSMOOTHCONC FILL W/ WELDED FIREFABRIC REINFORCEMENTON METAL PAN OR STEELDECKSTAIR NOSINGSTEEL PAN CLOSURESTEEL ANGLE STIFFENERSTEEL CHANNEL HEADER(MAX 8" DEPTH).REFER TO STAIR SECTIONFOR ACTUAL RISER HEIGHTREFER FLOOR PLANREFER FLOOR PLAN1/2" THICK STEEL PLATE CLOSURE@ EXPOSED END - GRIND WELDSSMOOTHSTEEL STRINGERIN-FILL TOP PAN W/CONTINUATION OFTOPPING SLAB, ORBLOCKOUT FOR CONCRETEFILL TO MATCH STAIR PANCONC FILLSTAIR NOSINGSTEEL PAN CLOSURE1_4" THICK STEEL PLATE,CONT.SHIM, AS REQUESTEDMETAL PAN RISER & SUBTREAD1_2" THICK BENT STEEL PLATECLOSURE (ACTUALATTACHMENT DESIGN BY STAIRENGINEER)REFER STAIR SECTIONFOR ACTUAL RISER HEIGHTREFER FLOOR PLANREFER FLOOR PLANEL=REFERSECTION1-1/4 " INSIDE DIAMETER STL.PIPE GUARDRAILBOTTOM RAIL3" X 3" X 1/8 " CONT. STL.ANGLE2" X 4" X 3/16 " CONT. STL.ANGLE1/2" STEEL PLATE, CENTER ONPIPE SUPPORTS ABOVESTEEL EMBEDCONC. INFILL, TO MATCHMETAL PAN STAIR CONC. INFILLHANDRAIL ASSEMBLYSTAIR STRINGER BELOW3/4" SOLID STEELBAR BALLUSTERS @4" OC.1-1/4" INSIDE DIAMETERSTEEL PIPE GUARDRAILSUPPORT3/8" SOLID STEEL BARBRACKET3/4" FLEXIBLE SEALANTINFILL BETWEENHANDRAILSCLEAR CLEARMIN11_2" R.TYPNOSINGSLOPE FOR ALIGNMENTREFER FLOOR PLANMAXNOSINGOPEN THRULINE OF FINISHLINE OF STRUCTURE1''X1'' x CONT 24 GA ALUM.ANGLE CLOSURESTEEL STRINGER-SIZE ASDESIGNER BY STAIRENGINEERCONC. FILL W/WELDED WIREFABRIC REINFORCEMENTONMETAL PAN3'' AT LANDING2'' MIN AT TREADSHANDRAIL ASSEMBLYSUPPORT BRACKET(4'-0'' MAX. SPACING)EXPANSION BOLTFASTENERCLEAR3'-0'' ABOVELANDING AND TREADNOSINGSTEEL CLIP ANGLETOP OF GUARDRAIL3'-6" A.F.F.SCALE:SCALE:2'-3" MIN.18" MIN.12" MIN.60" ABOVE FLR. LANDING WEST STAIR ACCESS201 THROUGH 28010SECTION AT CANE DETECTION RAIL1 1/2"=1'-0"5SECTION AT CANE DETECTION RAILNTS1-1/4" INSIDE DIAMETER STL.PIPE CANE DETECTION RAIL &SUPPORT POSTS.SUPPORT RAIL AT 48" MAX.WELD POST AT BASE TOCHECKER PLATE LANDING(SEE STRUCTURAL DRAWINGS)CONCRETE LANDING(SEE STRUCTURAL DRAWINGS)STAIRWAY LOCATION(1-1/2" LETTERS-1/4"STROKE)IDENTIFY UPPERTERMINUS(1-1/2" LETTERS-1/4"STROKE)FLOOR LEVEL OFBLDG.(5" LETTERS-3/4"STROKE)BLDG. UNITS AT THISLEVEL(1" LETTERS-1/4"STROKE)NOTE:REF. STAIR SECTIONSFOR SIGN LOCATIONSNOTE:SIGN DESIGN SHALLCOMPLY W/ SECTIONIBC 1022.8.1CLISSUE FOR PRICING / BIDDING:DRAWN BY:AOR:The architectural works depictedherein are the sole property ofHumphreys & Partners UrbanArchitecture, L.P. and may not beconstructed or used without its expresswritten permission. No permission tomodify or reproduce any of thearchitectural works, including withoutlimitation the e construction of anybuilding, is expressed or should beimplied from delivery of preliminarydrawings or unsealed constructiondrawings. Permission to construct thebuilding depicted in sealedconstruction drawings is expresslyconditioned on the full and timelypayment of all fees otherwise dueHumphreys & Partners Architects, L.P.and, in the absence of any writtenagreement to the contrary, is limited toa one-time use One he site indicatedon these plans.HUMPHREYS & PARTNERSURBAN ARCHITECTURE, L.P.5339 ALPHA ROAD * SUITE 300* DALLAS, TX 75240T: (972) 701-9636 F: (972) 701-9639DALLAS * NEWPORT BEACH * NEW ORLEANS *ORLANDO * CHENNAI * MONTEVIDEOCopyright 2017 - Humphreys & Partners Urban Architecture, L.P.All Rights ReservedISSUE FOR PERMIT APPLICATION:ISSUE FOR CONSTRUCTION:DESIGNED BY:PLOT DATEwww.humphreys.comSHEET CONTENTSSHEET NUMBERSCALE---As indicatedA6.01STAIR DETAILSNEWMAN DEVELOPMENT GROUPCITY CENTREBH16077PERMIT ISSUE (07/10/2017)SBMCITHACA, NY07/10/201707/10/2017REVISION SCHEDULENO: DATE: DESCRIPTION: MM111098765432121201918171615141312UPFECUPDN765432115141312111098UPDN987654321181716151413121110UPDN987654321181716151413121110DN1112131415161718101234567891011121314151617181234567891011121314151617181234567898910111213141512345678910111213141512345671213141516171819202112345678910111112131415161718123456781011121314151617181234567891011121314151617181234567898910111213141512345678910111213141512345671213141516171819202112345678910118FG11.17A6.118A6.115'-6"9'-2"5'-0"1'-0"5'-5"8'-3"4'-0"1'-0"11'-0"1'-0"9'-0"1'-0"19'-8"1'-0"STAIR 110 EQ. TREADS @ 11" EA.9 EQ. TREADS @ 11" EA.2D12D12D12D19'-0"PARKINGPARKINGMAIN TELECOMPARKING11 RISERSCONT. 42" HTGUARDRAIL W/HANDRAIL AT 36"ABOVE NOSINGHANDRAIL AT 36"ABOVE NOSING8FG11.17A6.118A6.11EGRESS CORR.STAIR 111'-0"6'-9 3/4"1'-0"9'-0"1'-0"6'-3 3/4"6"8'-3"5'-6"5'-11"1'-0"6'-4"6'-5"4'-11"1'-0"5/8"19'-7 3/8"1'-0"1'-0"7 EQ. TREADS @ 11" EA.6 EQ. TREADS @ 11" EA.1D1111S1-14'-1"10"4'-1"7 RISERS8 RISERSMECH.JANITORWOMEN'S RRMEN'S RRCONT. 42" HTGUARDRAIL W/HANDRAIL AT 36"ABOVE NOSINGHANDRAIL AT 36"ABOVE NOSING2G2G2C12C12H2HSAFETYGATE8FG11.18.B7A6.118A6.117'-4"7'-4"5'-0"1'-0"6'-4"7'-4"4'-0"1'-0"19'-8"1'-0"9'-0"1'-0"11'-0"STAIR 18 EQ. TREADS @ 11" EA.8 EQ. TREADS @ 11" EA.1D1S2-19 RISERS9 RISERSUNITUNITSTORAGECORRIDORCONT. 42" HT GUARDRAILW/ HANDRAIL AT 36"ABOVE NOSINGHANDRAIL AT 36"ABOVE NOSING4'-1"10"4'-1"2H2G2H8G8.B7A6.118A6.111'-0"11'-0"1'-0"9'-0"1'-0"8 EQ. TREADS @ 11" EA.8 EQ. TREADS @ 11" EA.STAIR 17'-4"7'-4"5'-0"1'-0"6'-4"7'-4"4'-0"1'-0"19'-8"1D19 RISERS9 RISERS4'-1"10"4'-1"CORRIDORSTORAGEUNITUNIT2G2H2HCONT. 42" HT GUARDRAILW/ HANDRAIL AT 36"ABOVE NOSINGHANDRAIL AT 36"ABOVE NOSING8G8.B7A6.118A6.117'-4"7'-4"5'-0"1'-0"6'-4"7'-4"4'-0"1'-0"19'-8"1'-0"9'-0"1'-0"11'-0"8 EQ. TREADS @ 11" EA.8 EQ. TREADS @ 11" EA.STAIR 1S8-14'-1"10"4'-1"STORAGECORRIDORUNITUNIT2H2H2GCONT. 42" HT GUARDRAILW/ HANDRAIL AT 36"ABOVE NOSINGHANDRAIL AT 36"ABOVE NOSING9 RISERS9 RISERS1D18G8.B7A6.118A6.11ROOF SLOPE: 1/4" / 12"1D11D11D1REF. STRUCT. FORBRACE FRAME ATRAISED PARAPETS112' - 0"Level 01129' - 0"Level 02139' - 4"Level 03100' - 0"Level B1149' - 8"Level 04191' - 0"Level 08FG201' - 4"Roof Level211' - 4"Stair Overrun8A6.1110'-0"10'-4"41'-4"116' - 0"Level 01.2STAIR 1STAIR 1STAIR 1STAIR 1STAIR 11D16'-8" HD. HT.6'-8" HD. HT.6'-8" HD. HT.6'-8" HD. HT.6'-8" HD. HT.6'-8" HD. HT.6'-8" HD. HT.6'-8" HD. HT.6'-8" HD. HT.6'-8" HD. HT.6'-8" HD. HT.6'-8" HD. HT.5'-2"5'-2"5'-2"5'-2"5'-2"4'-6 3/8"3'-11 5/8"4'-6 3/8"3'-11 5/8"5'-8 5/8"6'-3 3/8"11 EQ. RISERS @ 6.85"10 EQ. RISERS @ 6.86"7 EQ. RISERS @ 6.8"8 EQ. RISERS @ 6.8"7 EQ. RISERS @ 6.8"8 EQ. RISERS @ 6.8"9 EQ. RISERS @ 6.89"9 EQ. RISERS @ 6.89"9 EQ. RISERS @ 6.89"9 EQ. RISERS @ 6.89"9 EQ. RISERS @ 6.89"10'-4"10'-4"13'-0"4'-0"12'-0"TYP. THROUGH LEVEL 02 TO LEVEL 081D11D11D11D11D1STORAGESTORAGESTORAGESTORAGEROOFPARKINGSTAIR 136'-2"1D1A6.017SimA6.018SimA6.019SimA6.016SimCANE DETECTIONRAILSAFETYGATESTANDPIPE112' - 0"Level 01129' - 0"Level 02139' - 4"Level 03100' - 0"Level B1149' - 8"Level 04191' - 0"Level 088201' - 4"Roof Level8.B211' - 4"Stair Overrun7A6.1110'-0"10'-4"10'-4"10'-4"17'-0"12'-0"116' - 0"Level 01.2STAIR 1STAIR 1STAIR 1STAIR 1STAIR 141'-4"5A1MAIN TELECOMPARKINGEGRESS CORR.UNITUNITUNITUNITUNITUNITUNITUNIT5A14A14A14A14A14A14A14C14C14C14C12H4C14C14C14C12D12D12D12H2H2H2H2HA6.017Sim1. PROVIDE SIGNS AT EACH FLOOR LANDING DESIGNATING THE FLOOR LEVEL, TERMINUS OF THE TOPAND BOTTOM OF THE STAIR ENCLOSURE, IDENTIFICATION OF THE STAIR STORY NUMBER, DIRECTION TOTHE EXIT, AND THE AVAILABILITY OF ROOF ACCESS FOR THE FIRE DEPARTMENT. SIGNS SHALL BELOCATED 5'-0" ABOVE THE FLOOR LANDING IN A POSITION WHICH IS READILY VISIBLE WHEN THE DOORSARE IN THE OPEN AND CLOSE POSITION.2. PROVIDE SIGNAGE AT EACH EGRESS STAIRWAY AND EXIT DOOR COMPLYING WITH IBC 2015 SECTION1013.13. A TACTILE SIGN STATING 'EXIT' AND COMPLYING WITH ICC A117.1-2003 IS TO BE PROVIDED ADJACENTTO EACH DOOR TO AN EGRESS STAIRWAY (IBC 2015 SECTION 1013.1).4. GUARDRAILS AND HANDRAILS SHALL BE ABLE TO RESIST A 50 LBS/FT. LOAD ON TOP APPLIED IN ANYDIRECTION.5. FOR WALL MISC. STAIR DETAILS, SEE SHEETS A6.01.6. THE LEADING 2" OF THE TREAD SHALL HAVE VISUAL CONTRAST OF DARK–ON–LIGHT OR LIGHT–ON–DARK FROM THE REMAINDER OF THE TREAD AT STAIRS THAT ARE PART OF AN ACCESSIBLE MEANS OFEGRESS.STAIR NOTESISSUE FOR PRICING / BIDDING:DRAWN BY:AOR:The architectural works depictedherein are the sole property ofHumphreys & Partners UrbanArchitecture, L.P. and may not beconstructed or used without its expresswritten permission. No permission tomodify or reproduce any of thearchitectural works, including withoutlimitation the e construction of anybuilding, is expressed or should beimplied from delivery of preliminarydrawings or unsealed constructiondrawings. Permission to construct thebuilding depicted in sealedconstruction drawings is expresslyconditioned on the full and timelypayment of all fees otherwise dueHumphreys & Partners Architects, L.P.and, in the absence of any writtenagreement to the contrary, is limited toa one-time use One he site indicatedon these plans.HUMPHREYS & PARTNERSURBAN ARCHITECTURE, L.P.5339 ALPHA ROAD * SUITE 300* DALLAS, TX 75240T: (972) 701-9636 F: (972) 701-9639DALLAS * NEWPORT BEACH * NEW ORLEANS *ORLANDO * CHENNAI * MONTEVIDEOCopyright 2017 - Humphreys & Partners Urban Architecture, L.P.All Rights ReservedISSUE FOR PERMIT APPLICATION:ISSUE FOR CONSTRUCTION:DESIGNED BY:PLOT DATEwww.humphreys.comSHEET CONTENTSSHEET NUMBERSCALE---As indicatedA6.11STAIR #1 - PLAN& SECTIONNEWMAN DEVELOPMENT GROUPCITY CENTREBH16077PERMIT ISSUE (07/10/2017)SBMCITHACA, NY07/10/201707/10/2017 1/4" = 1'-0"1STAIR 1 PLAN - LEVEL B1 1/4" = 1'-0"2STAIR 1 PLAN - LEVEL 01 1/4" = 1'-0"3STAIR 1 PLAN - LEVEL 02 1/4" = 1'-0"4STAIR 1 PLAN - LEVEL 03-07 1/4" = 1'-0"5STAIR 1 PLAN - LEVEL 08 1/4" = 1'-0"6STAIR 1 PLAN - AT ROOF 1/4" = 1'-0"7STAIR 1 SECTION - A 1/4" = 1'-0"8STAIR 1 SECTION - BREVISION SCHEDULENO: DATE: DESCRIPTION: MMUP7654321141312111098UPDN1211109876543212322212019181716151413UPDN987654321181716151413121110UPDN987654321181716151413121110UPDN109876543212019181716151413121112131415161718123456789101112131415161718123456789101112131415161718192012345678910111213141234567891011121314123456789101112131415161718192021222312345678910111213141516171812345678910111213141516171812345678910111213141516171812345678910111213141516171889101112131412345678910111213141234567123456789101112131415161718192021222312345678910111213141516171812345678910111213141516171812345678DN2.18A6.127A6.319'-6"5'-6"5'-0"1'-0"4'-0"5'-6"8'-6"1'-0"20'-0"1'-0"9'-0"2D12D12D16 EQ. TREADS @ 11" EA.6 EQ. TREADS @ 11" EA.STAIR 2SB1-27 RISERS7 RISERS4'-1"10"4'-1"RESID. TRASHTERM. ROOMRESID. TRASHTERM. ROOMPARKINGRECYCLECONT. 42" HT GUARDRAILW/ HANDRAIL AT 36"ABOVE NOSINGHANDRAIL AT 36" ABOVE NOSING1KCANE DETECTIONRAIL2.18A6.129A6.127A6.315'-0"10'-1"4'-11"1'-0"4'-0"9'-2"4'-10"1'-0"20'-0"STAIR 22D1S1-211 EQ. TREADS @ 11" EA.10 EQ. TREADS @ 11" EA.1'-0"9'-0"1'-0"11'-0"1E11'-0"1'-0"12 RISERS11 RISERS4'-1"10"4'-1"2D12D1TRASH CHUTEWATER SERV.CONT. 42" HT GUARDRAILW/ HANDRAIL AT 36"ABOVE NOSINGHANDRAIL AT 36" ABOVE NOSINGSAFETYGATE2.18A6.129A6.12STAIR 21E17'-8"7'-4"5'-0"1'-0"9'-0"1'-0"11'-0"1'-0"6'-8"7'-4"4'-0"1'-0"20'-0"8 EQ. TREADS @ 11" EA.8 EQ. TREADS @ 11" EA.1'-0"1'-0"S2-24'-1"10"4'-1"CORRIDORTRASH CHUTEUNITUNITUNIT9 RISERS9 RISERS2H2H2HCONT. 42" HT GUARDRAILW/ HANDRAIL AT 36"ABOVE NOSINGHANDRAIL AT 36" ABOVE NOSING8A6.129A6.127A6.31S3-27'-8"7'-4"5'-0"1'-0"6'-8"7'-4"4'-0"1'-0"20'-0"1'-0"9'-0"1'-0"STAIR 28 EQ. TREADS @ 11" EA.8 EQ. TREADS @ 11" EA.1E111'-0"CORRIDORTRASH CHUTEUNITUNITUNIT9 RISERS9 RISERS2G2H2H2H4'-1"10"4'-1"CONT. 42" HTGUARDRAIL W/HANDRAIL AT 36"ABOVE NOSINGHANDRAIL AT 36" ABOVE NOSING8A6.127A6.31S8-22D11E15'-0"8'-3"6'-9"1'-0"4'-0"8'-3"5'-9"1'-0"20'-0"11'-0"1'-0"9'-0"1'-0"9 EQ. TREADS @ 11" EA.9 EQ. TREADS @ 11" EA.STAIR 2TRASH CHUTEUNITUNITUNITCORRIDOR2H2H2H2G4'-1"10"4'-1"CONT. 42" HTGUARDRAIL W/ HANDRAILAT 36" ABOVE NOSINGHANDRAIL AT 36" ABOVE NOSING112' - 0"Level 01129' - 0"Level 02139' - 4"Level 03100' - 0"Level B1149' - 8"Level 04180' - 8"Level 07191' - 0"Level 08201' - 4"Roof Level211' - 4"Stair Overrun9A6.1210'-4"10'-4"13'-0"4'-0"12'-0"116' - 0"Level 01.25'-2"5'-2"5'-2"5'-2"6'-2 5/8"6'-9 3/8"4'-0"4'-0"4'-0"4'-0"5'-8"5'-8"5'-2"5'-2"1'-6"10'-0"10'-4"10'-4"31'-0"TYP. THROUGH LEVEL 02 TO LEVEL 077 EQ. RISERS @ 6.86"7 EQ. RISERS @ 6.86"7 EQ. RISERS @ 6.86"7 EQ. RISERS @ 6.86"12 EQ. RISERS @ 6.78"11 EQ. RISERS @ 6.78"9 EQ. RISERS @ 6.89"9 EQ. RISERS @ 6.89"9 EQ. RISERS @ 6.89"9 EQ. RISERS @ 6.89"9 EQ. RISERS @ 6.89"9 EQ. RISERS @ 6.89"10 EQ. RISERS @ 6.8"10 EQ. RISERS @ 6.8"STAIR 2STAIR 2STAIR 2STAIR 2STAIR 2STAIR 2STAIR 2STAIR 2RESID. TRASHTERM. ROOM6'-8" HD. HT.6'-8" HD. HT.6'-8" HD. HT.6'-8" HD. HT.6'-8" HD. HT.6'-8" HD. HT.6'-8" HD. HT.6'-8" HD. HT.6'-8" HD. HT.6'-8" HD. HT.6'-8" HD. HT.6'-8" HD. HT.6'-8" HD. HT.6'-8" HD. HT.6'-8" HD. HT.5A1UNITUNITUNITUNITUNITUNITUNITUNITUNITUNIT5A14A14A14A14A14A14A14A14A14D14D14D12H2H2H2H2H2H2H2H2H2H2H2HA6.017SimA6.018SimA6.019SimA6.016SimCANE DETECTIONRAILSAFETYGATE112' - 0"Level 01129' - 0"Level 02139' - 4"Level 03100' - 0"Level B1149' - 8"Level 04180' - 8"Level 07191' - 0"Level 08201' - 4"Roof Level8A6.12211' - 4"Stair Overrun10'-4"10'-4"13'-0"4'-0"12'-0"116' - 0"Level 01.2STAIR 2STAIR 2STAIR 2STAIR 2STAIR 2STAIR 2STAIR 2STAIR 21'-6"10'-0"10'-4"10'-4"31'-0"RESID. TRASHTERM. ROOMTRASH CHUTETRASH CHUTETRASH CHUTE1B1ROOF1B31B31B31B31B31. PROVIDE SIGNS AT EACH FLOOR LANDING DESIGNATING THE FLOOR LEVEL, TERMINUS OF THE TOPAND BOTTOM OF THE STAIR ENCLOSURE, IDENTIFICATION OF THE STAIR STORY NUMBER, DIRECTION TOTHE EXIT, AND THE AVAILABILITY OF ROOF ACCESS FOR THE FIRE DEPARTMENT. SIGNS SHALL BELOCATED 5'-0" ABOVE THE FLOOR LANDING IN A POSITION WHICH IS READILY VISIBLE WHEN THE DOORSARE IN THE OPEN AND CLOSE POSITION.2. PROVIDE SIGNAGE AT EACH EGRESS STAIRWAY AND EXIT DOOR COMPLYING WITH IBC 2015 SECTION1013.13. A TACTILE SIGN STATING 'EXIT' AND COMPLYING WITH ICC A117.1-2003 IS TO BE PROVIDED ADJACENTTO EACH DOOR TO AN EGRESS STAIRWAY (IBC 2015 SECTION 1013.1).4. GUARDRAILS AND HANDRAILS SHALL BE ABLE TO RESIST A 50 LBS/FT. LOAD ON TOP APPLIED IN ANYDIRECTION.5. FOR WALL MISC. STAIR DETAILS, SEE SHEETS A6.01.6. THE LEADING 2" OF THE TREAD SHALL HAVE VISUAL CONTRAST OF DARK–ON–LIGHT OR LIGHT–ON–DARK FROM THE REMAINDER OF THE TREAD AT STAIRS THAT ARE PART OF AN ACCESSIBLE MEANS OFEGRESS.STAIR NOTES3.18A6.129A6.12S9-21B11B11E11B1STAIR 21'-0"6'-9"8'-3"5'-0"1'-0"5'-9"8'-3"4'-0"1'-0"20'-0"11'-0"1'-0"9'-0"1'-0"9 EQ. TREADS @ 11" EA.9 EQ. TREADS @ 11" EA.ROOFROOFROOF4'-1"10"4'-1"CONT. 42" HT GUARDRAILW/ HANDRAIL AT 36" ABOVENOSINGHANDRAIL AT 36" ABOVE NOSING8A6.129A6.121/4" / 12" SLOPE:ISSUE FOR PRICING / BIDDING:DRAWN BY:AOR:The architectural works depictedherein are the sole property ofHumphreys & Partners UrbanArchitecture, L.P. and may not beconstructed or used without its expresswritten permission. No permission tomodify or reproduce any of thearchitectural works, including withoutlimitation the e construction of anybuilding, is expressed or should beimplied from delivery of preliminarydrawings or unsealed constructiondrawings. Permission to construct thebuilding depicted in sealedconstruction drawings is expresslyconditioned on the full and timelypayment of all fees otherwise dueHumphreys & Partners Architects, L.P.and, in the absence of any writtenagreement to the contrary, is limited toa one-time use One he site indicatedon these plans.HUMPHREYS & PARTNERSURBAN ARCHITECTURE, L.P.5339 ALPHA ROAD * SUITE 300* DALLAS, TX 75240T: (972) 701-9636 F: (972) 701-9639DALLAS * NEWPORT BEACH * NEW ORLEANS *ORLANDO * CHENNAI * MONTEVIDEOCopyright 2017 - Humphreys & Partners Urban Architecture, L.P.All Rights ReservedISSUE FOR PERMIT APPLICATION:ISSUE FOR CONSTRUCTION:DESIGNED BY:PLOT DATEwww.humphreys.comSHEET CONTENTSSHEET NUMBERSCALE---As indicatedA6.12STAIR #2 - PLAN& SECTIONNEWMAN DEVELOPMENT GROUPCITY CENTREBH16077PERMIT ISSUE (07/10/2017)SBMCITHACA, NY07/10/201707/10/2017 1/4" = 1'-0"1STAIR 2 PLAN - LEVEL B1 1/4" = 1'-0"2STAIR 2 PLAN - LEVEL 01 1/4" = 1'-0"3STAIR 2 PLAN - LEVEL 02 1/4" = 1'-0"4STAIR 2 PLAN - LEVEL 03 1/4" = 1'-0"5STAIR 2 PLAN - LEVEL 08 1/4" = 1'-0"8STAIR 2 SECTION - A 1/4" = 1'-0"9STAIR 2 SECTION - B 1/4" = 1'-0"6STAIR 2 PLAN - AT ROOF 1/4" = 1'-0"7STAIR 2 PLAN - ROOF OVERRUNREVISION SCHEDULENO: DATE: DESCRIPTION: SCALE:SCALE:SCALE:SCALE:SCALE:SPEC HEIGHTPER ELEV MPRPER ELEV MPREQ.8"2'-6"EQ.EQ.2"2"2"EQ. EQ.2"8"2"2"2"EQ. EQ.2"8"5"5"4'-0"TRAVEL DISTANCE (ELEV. 1)TRAVEL DISTANCE (ELEV. 2)2'-0"2'-0"CLEAR OVERHEADx' - x''x' - x''AT LEVELS m THRU nx' - x''PIT DEPTHy' - y''AT LEVELS k THRU lz' - z''AT LEVELS a THRU b3'-0"8"7'-0"8'-0"5'-0"7'-0"5'-0"8"3'-0"5'-0"8'-0"7'-0"7'-0"5'-0"3'-0"8"2"2'-0"2'-8" 2'-0"2"2"2"1'-6"1'-8"1'-6"3STANDARD ELEVATOR CAB FINISHES1/4"=1'-0"2NOT USED1/4"=1'-0"1NOT USED1/4"=1'-0"5ELEVATOR PIT (2 CAB)1/4"=1'-0"15ELEVATOR HOISTWAY DIAGRAM1/4"=1'-0"LEFT ELEVATIONPOWDER COATEDPAINT FINISH(MFR. STD.)PLASTIC LAMINATEPANELS(MFR. STD.)12"X12"PORCELAIN TILE- CENTER ON CABCAB PLANENTRYRIGHTLEFTRIGHT ELEVATIONREAR ELEVATIONBRUSHEDS.S. FINISHCEILING PLANLED LIGHTING(MFR. STD.)FRONT ELEVATIONCONTROLPANELELEVDOORSLOPEDOWNSLOPEDOWNELEV ENTRY ELEV ENTRYSLOPEDOWNFIBERGLASS SUMPGRATECONVENIENCE GFCI OUTLETMOUNTED MIN. 12" ABOVE& MAX. 18" AWAY FROM SUMPSTRUCTURALFOUNDATION BELOWWATERPROOFINGMEMBRANEGUIDERAILSEMERGENCY PIT STOPSWITCH@EACH LADDERPIT LIGHT SWITCH@EACH LADDERPIT LADDER @EACHHOISTWAY ACCESSPIT LIGHTFIXTUREPIT PLANX LEVELEL = y' - y''ROOF DATUMEL = 2' - 2''OVERRUN PENTHOUSEEL = a' - a'CLEAR OVERHEAD SHALL BECONFIRMED UPON ELEVATORSELECTION OVERRUNPENTHOUSE FRAMINGELEVATION SHALL BEADJUSTED AS REQUIRED FORNECESSARY ADDITIONALCLEARANCEREFER TO FLOOR PLANS FORPARTITION TYPE ASSEMBLY(TYPICAL-EACH LEVEL)CONFIRM DEPTH OF ELEVATORPIT W/ELEV. MANUFACTURERAND GOVERNINGJURISDICTIONPRIOR TO CONSTRUCTIONREFER STRUCTURAL DWGSFOR ACTUAL PITCONSTRUCTIONREFER MEP DRAWINGS FORSUMP PUMP INFORMATIONFIRST LEVELEL = 100' - 0''PIT LADDERREFER DETAILSECOND LEVELEL = x' - x''SLOPE DNSTRUCTURAL STEEL HOIST BEAMSIZE TO BE DETERMINED WITHELEVATOR SELECTION -ESTIMATE 0.25 TONS OF STEELPER ELEVATOR CAB FOR CABFOR BIDDING PURPOSES0" 0"0"-1"ENTRYSCALE:SCALE:SCALE:4'-0"2'-0"3'-6"6'-0"5'-0"1'-0"ELEV MFR4'-0"5"1'-4"2"6ELEVATOR SUMP PIT1/2"=1'-0"4HOISTWAY ENTRY - MOUNTING HEIGHTS1/2"=1'-0"7ELEVATOR PIT LADDER1/2"=1'-0"CONT 1" WIDE S.S.TERMINATION BAR. SEAL TOPW/ LIQUID MEMBRANEBENTONITE WATERSTOP- TYPICAL AT EACH BELOWGRADE CONSTRUCTIONJOINTDISCHARGE PIPING - DIRECTTO OIL SEPARATOR@HYDRAULIC ELEVATORSSEPARATOR BEAM & MULTI-CABPITSWATERPROOFINGMEMBRANEFIBERGLASS GRATINGFLUSHW/ BOTTOM OF PIT2"X2"X1_8" GALV. STL. ANGLES- INSTALL ALL FOUR SIDES OFSUMP PIT - TWO FASTENERSEACH SIDEAUTOMATIC, PERMANENTSUMP PUMP2" MIN. MUDSLABALTERNATIVE HALL LANTERNLOCATIONFLOOR DESIGNATION PLAQUE - BOTH JAMBS MINIMUM 2"HIGH RAISED CHARACTERS (1__32" MIN) PROVIDE ASSOCIATEDBRAILLE GRAPHICSHALL LANTERN (VISUALELEMENTS SHALL BE 21_2" MIN- SMALLEST DIMENSION)CALL BUTTON STATION (MIN3_4" BUTTONS IN SMALLEST DIMENSION)HOISTWAYOPENINGPIT LADDERELEVATOR SILL SUPPORT ANGLEFLOORSLABBENTONITE WATER STOP- TYPICAL AT EACH BELOWGRADE CONSTRUCTIONJOINTSEPARATOR BEAM AT MULTI-CABPITSCONT 1" WIDE S.S.TERMINATION BAR - SEAL TOPW/ LIQUID MEMBRANEWATERPROOFMEMBRANE2" MIN. THICK MUDSLABTYPEREQUIRED PITDEPTH (4'-0" MIN)CLEARMINCCLCLSCALE:SCALE:PROJECTION75°CANT HEIGHT10HOISTWAY CANT1 1/2"=1'-0"9NOT USED1 1/2"=1'-0"AT PROJECTIONS 4" ORGREATER PER ASME 17.1 (2.1.6)5_8" FIRE-RATED GYPSUMBOARD21_2" METAL STUDS @24" OC ATCANT HEIGHTS 24" OR GREATER2"X2"X20" GA CONTANGLES- TOP & BOTTOMSHAFT WALL ASSEMBLYSCALE:SCALE:SCALE:SCALE:SCALE:SCALE:SCALE:2"ELEVOPGSHAFTWALL PARTITION2"3/8"3/8"2 1/2"HOISTWAYSHAFTALIGNFIN. FLOOR3/8"2 1/2"ALIGNHOISTWAYSHAFTTOP OF DECKREFER SECTION3/4"5/8"54" MAX HEIGHT35" MIN4"4"SHAFTWALL PARTITION SHAFT OPENINGMINMINALL SIDES - INCLUDINGTOP & BOTTOM16AT METAL STUD FRAMINGELEVATOR FRAME HEAD/JAMB3"=1'-0"14AT MASONRYELEVATOR FRAME HEAD-JAMB3"=1'-0"13ELEVATOR BOX PENETRATION3"=1'-0"11GROUTED ELEVATOR SILL3"=1'-0"12GROUTED ELEVATOR SILL @CMU3"=1'-0"8ELEVATOR CONTROL PANELNO SCALE17AT FRAME SHAFTELEVATOR BOX PENETRATION3"=1'-0"1" GYPSUM LINERPANEL12" MIN STRIP OF 1" GYPSUMPANEL LINER @HEAD &JAMB CONDITIONSJ-RUNNER, J-STRUT@JAMB CONDITIONELEVATORFRAMEELEVATORDOORBOND BREAKERTAPECONT BEAD OF SEALANTELEVATOR FRAME BY ELEVMFR- GROUT SOLIDELEVATOR DOOR - BY ELEVMFRALIGNHOISTWAYELEVOPGCMU PARTITION, REFERFLOOR PLANCONFIRM COVER PLATESIZE PRIOR TO CUTTINGOPENING FOR EQUIPMENTELEVATOR SIGNALLING & NOTIFICATION EQUIPMENTELECTRICAL COUNDUIT FOREQUIPMENT SHALL BE RUNTHROUGH CMU CELLS -COORDINATE EQUIPMENTTO AVOID GROUTED CELLSELEVATOR SILL, GROUTEDCONT BEAD OF SEALANTFLOOR FINISH, REFERFINISH SCHEDULEBOND BREAKER TAPEELEVATOR SILLSUPPORT ANGLE,PROVIDED BY ELEV MFRELEVATOR SILL, GROUTEDCONT BEAD OFSEALANTFLOOR FINISH, REFERFINISH SCHEDULEBOND BREAKERTAPEELEVATOR SILL SUPPORTANGLE,PROVIDED BY ELEV MFRGYPSUM UNDERLAYMENTMIN DIAMETERPANEL IS DIAGRAMMATIC ONLY.FINAL PANEL DESIGN TO ALSOCOMPLY W/ APPLICABLECODES& JURISDICTIONALREQUIREMENTSXXXXXXXX1XMIN HEIGHTTEXT SHALL BE RAISEDCHARACTERS (1__32" HGT. MIN)W/ CORRESPONDING BRAILLEGRAPHICSQUANTITY OF STOPINDICATORBUTTONS SHALLCORRESPONDW/ ACTUAL NUMBER OF STOPSMAIN ENTRYFLOOROPEN DOORCLOSEDOOREMERGENCYALARMEMERGENCY STOPMINIMUM NUMBER OFCONTROLS SHOWN. ACTUALNUMBER REQUIRED SHALL BEPRESENTED IN PANELSUBMITTAL(48" MAX @FRONT ONLY APPROACH)AFF1" GYPSUM LINER BOXPROTECTION (INSTALLBEHIND PENETRATIONSWHERE FACE PANELS ARECUT & REMOVED)1" GYPSUM LINERPANEL22GA STEEL STRIP (6" BY 12"MIN)ELEVATOR SIGNALLING &NOTIFICATION EQUIPMENTISSUE FOR PRICING / BIDDING:DRAWN BY:AOR:The architectural works depictedherein are the sole property ofHumphreys & Partners UrbanArchitecture, L.P. and may not beconstructed or used without its expresswritten permission. No permission tomodify or reproduce any of thearchitectural works, including withoutlimitation the e construction of anybuilding, is expressed or should beimplied from delivery of preliminarydrawings or unsealed constructiondrawings. Permission to construct thebuilding depicted in sealedconstruction drawings is expresslyconditioned on the full and timelypayment of all fees otherwise dueHumphreys & Partners Architects, L.P.and, in the absence of any writtenagreement to the contrary, is limited toa one-time use One he site indicatedon these plans.HUMPHREYS & PARTNERSURBAN ARCHITECTURE, L.P.5339 ALPHA ROAD * SUITE 300* DALLAS, TX 75240T: (972) 701-9636 F: (972) 701-9639DALLAS * NEWPORT BEACH * NEW ORLEANS *ORLANDO * CHENNAI * MONTEVIDEOCopyright 2017 - Humphreys & Partners Urban Architecture, L.P.All Rights ReservedISSUE FOR PERMIT APPLICATION:ISSUE FOR CONSTRUCTION:DESIGNED BY:PLOT DATEwww.humphreys.comSHEET CONTENTSSHEET NUMBERSCALE---As indicatedA6.20ELEVATORDETAILSNEWMAN DEVELOPMENT GROUPCITY CENTREBH16077PERMIT ISSUE (07/10/2017)SBMCITHACA, NY07/10/201707/10/2017REVISION SCHEDULENO: DATE: DESCRIPTION: RPFECRPRPAB67A6.218A6.211'-0"8'-6"4"8'-6"19'-10"1'-0"7'-4"1'-0"9'-4"ELEV. 2ELEV.1PARKING2D12D12D12D12D12F42F4(MIN. HOISTWAY DEPTH)8'-6"(TYP.)(MIN. HOISTWAY WIDTH)6'-11"(TYP.)AB67A6.218A6.21(MIN. HOISTWAY DEPTH)8'-6"(TYP.)(MIN. HOISTWAY WIDTH)6'-11"(TYP.)ELEV.2ELEV.11'-0"7'-4"1'-0"1'-0"8'-6"4"8'-6"1'-0"19'-4"2D12D12F42D12D12D12F4A7.029A7.0213AB67A6.218A6.21(MIN. HOISTWAY DEPTH)8'-6"(TYP.)(MIN. HOISTWAY WIDTH)6'-11"(TYP.)ELEV.2ELEV.1UNIT1'-0"8'-6"4"8'-6"1'-0"19'-4"1'-0"7'-4"1'-0"9'-4"2H12D12D12D12D12F42F42D11D1S9A67A6.218A6.21(MIN. HOISTWAY DEPTH)8'-6"(TYP.)(MIN. HOISTWAY WIDTH)6'-11"(TYP.)ELEV.2ELEV.1UNIT1'-0"8'-6"4"8'-6"1'-0"19'-4"1'-0"7'-4"1'-0"9'-4"2H12D12D12D12D12F42F41A1A67A6.218A6.21A67A6.218A6.21A6A6112' - 0"Level 01129' - 0"Level 02139' - 4"Level 03100' - 0"Level B1149' - 8"Level 04191' - 0"Level 08AB201' - 4"Roof Level211' - 4"Stair Overrun8A6.21116' - 0"Level 01.210'-4"10'-4"17'-0"12'-0"(PIT; REF. MANUF)5'-0"6'-8"5'-0"(MIN. HEAD CLEARANCE; REF. MANUF)15'-4"1'-8"5'-0"5'-0"10'-4"41'-4"2D12D12D12D12D12D12D11A11A11A12D12D11A11A1MECH.JANITORSTORAGEJANITORPARKINGEXTERIOR112' - 0"Level 01129' - 0"Level 02139' - 4"Level 03100' - 0"Level B1149' - 8"Level 04191' - 0"Level 086201' - 4"Roof Level7A6.212'-3"2'-9"10'-4"10'-4"10'-4"17'-0"12'-0"(PIT; REF. MANUF)5'-0"41'-4"116' - 0"Level 01.2(MIN. HEAD CLEARANCE; REF. MANUF)15'-4"UNITUNITUNITUNITPARKINGPARKING2D12F42D12D12D11A11A12F42D12H12H12H12H1PIT LADDER1.ELEVATORS SHALL COMPLY WITH ANSI 402 AND 4102.EACH ELEVATOR SHALL HAVE A CAPACITY OF 3,500 LBS.3.ADJACENT TO THE CALL STATION (ALL LEVELS), PROVIDE SIGN TO READ : "IN FIRE EMERGENCY DONOT USE ELEVATORS, USE EXIT STAIRS".4.ELEVATOR CALL BUTTON W/ VISUAL SIGNAL. BUTTONS SHALL BE 3/4" MIN. DIMENSION. THE BUTTONTHAT DESIGNATES UP SHALL BE ABOVE THE BUTTON THAT DESIGNATES DOWN. THE BUTTONS SHALLBE RAISED OR FLUSH.5.LOCATE ELEVATOR SIGNALS 72" AFF MIN. (7'-0" TYP.). VISIBLE AND AUDIBLE SIGNALS SHALL BEPROVIDED AT EACH ENTRANCE TO INDICATE THE DIRECTION OF TRAVEL. AUDIBLE SIGNALS SHALLSOUND ONCE FOR THE UP DIRECTION AND TWICE FOR THE DOWN DIRECTION, OR SHALL HAVEVERBAL ANNUNCIATORS THAT STATE THE WORD "UP" OR "DOWN". AUDIBLE SIGNALS SHALL HAVE AFREQUENCY OF 1500 HZ MAX. THE AUDIBLE SIGNAL OR ANNUCIATOR SHALL BE 10 dBA MIN. ABOVEAMBIENT, BUT SHALL NOT EXCEED 80 dBA MAX. VISIBLE SIGNALS SHALL BE 2 1/2" MIN. IN THEIRSMALLEST DIMENSION. VISIBLE SIGNALS SHALL BE VISIBLE FROM THE FLOOR AREA ADJACENT TOTHE HALL CALL BUTTON.6.TACTILE CHARACTERS AND BRAILLE FLOOR DESIGNATIONS SHALL BE PROVIDED ON BOTH JAMBS OFELEVATOR HOISTWAY ENTRANCES AND SHALL BE 60" AFF FROM THE BASELINE OF THE CHARACTERS.SUCH CHARACTERS SHALL BE 2" HIGH AND BE RAISED 1/32". THEY MUST BE IN A SANS-SERIF ORSIMPLE SERIF TYPE AND BE ACCOMPANIED BY GRADE 2 BRAILLE.7.THE MINIMUM ACCEPTABLE NOTIFICATION TIME FROM NOTIFICATION THAT A CAR IS ANSWERING ACALL UNTIL THE DOORS OF THAT CAR START TO CLOSE IS 5 SEC. THE CAR DOORS MUST STAY FULLYOPEN IN RESPONSE TO A CAR CALL FOR AT LEAST 3 SECONDS.8.PER IBC 2015, ENCLOSED ELEVATOR LOBBIES ARE NOT REQUIRED FOR SPRINKLERED BUILDINGSEXCEPT AS REQUIRED BY CHAPTER 4 FOR HIGH-RISE BUILDINGS.9.NOT USED10.ELEVATORS SHALL ACCOMMODATE A STRETCHER 24" X 84" IN THE HORIZONTAL OPEN POSITION ANDSHALL BE IDENTIFIED BY THE INTERNATIONAL SYMBOL FOR EMERGENCY MEDICAL SERVICESADJACENT TO THE CALL STATION. THE SYMBOL SHALL NOT BE LESS THAN 3 INCHES HIGH AND SHALLBE PLACED INSIDE ON BOTH SIDES OF THE HOISTWAY DOOR FRAME ON THE DESIGNATED ANDALTERNATE LANDING FLOORS REQUIRED TO BE ESTABLISHED BY ASME A17.1. (IBC 2009 SECTION3002.4).11.CONTRACTOR TO VERIFY SHAFT DIMENSIONS, PIT DEPTH, AND HOISTWAY PRIOR TO CONSTRUCTION.GENERAL ELEVATOR NOTESELEVATOR SOUND CONTROL1.THE HOIST AND SHEAVES ( PRIMARY AND SECONDARY OR DEFLECTOR) ARE TO BE MOUNTED TO A SINGLEUNITIZED STRUCTURAL BASE WHICH IS RESILIENTLY MOUNTED TO THE BUILDING STRUCTURE. THERESILIENT MOUNTS SHALL BE THE MOST EFFECTIVE ISOLATION SYSTEM PROVIDED BY THE ELEVATORMANUFACTURER, BUT NOT LESS THAN 1" THICK SOLID OR LAYERED NEOPRENE PADS INSTALLED TOPROVIDE 0.10" STATIC DEFLECTION ( OR 10% OF TOTAL PAD THICKNESS.)2.IF EQUIPPED WITH SCR CONTROLS, MOUNT THE SCR CONTROL UNIT(S) ON THE MOST EFFECTIVE ISOLATIONSYSTEM AVAILABLE FROM THE ELEVATOR MANUFACTURER, BUT NOT LESS THAN 0.75" THICK RIBBED ORWAFFLE NEOPRENE PADS UNIFORMLY LOADED TO ACHIEVE 0.10" DEFLECTION (MASON INDUSTRIES, TYPE'SUPER W', 50 DUROMETER PADS UNIFORMLY LOADED AT 45 PSI). PROVIDE A TOP BEARING PLATE WHERENECESSARY TO UNIFORMLY DISTRIBUTE LOAD.3.PROVIDE AN ELECTRICAL FILTER/REACTOR BETWEEN ELECTRIC CONTROLS AND THE HOIST MOTOR.MOUNT THE REACTOR ON THE MOST EFFECTIVE ISOLATION PROVIDED BY THE MANUFACTURER, BUT NOTLESS THAT 0.75" (19 MM) THICK RIBBED OR WAFFLE NEOPRENE PADS UNIFORMLY LOADED TO ACHIEVE0.10" (2.5 MM) DEFLECTION.4.ALL BOLTS THROUGH ISOLATION PADS SHALL HAVE RESILIENT WASHERS AND SLEEVES TO INSURE NO'SHORT-CIRCUIT' OF ISOLATION.5.ALL CONNECTIONS TO EQUIPMENT ARE TO BE RESILIENT.6.DOUBLE ROPED SYSTEMS SHALL TERMINATE ROPES ON THE UNITIZED RESILIENTLY MOUNTED BASE OFTHE MACHINE.7.PROVIDE THE MAXIMUM POSSIBLE DIAMETER NEOPRENE/RUBBER ( RESILIENT SLEEVED) ROLLERWHEELS. IN ADDITION, SPRING-LOADED ROLLERS ARE REQUIRED TO MAINTAIN STEADY PRESSUREAGAINST THE GUIDE RAILS.8.GUIDE RAILS AND ROLLERS ARE TO BE PROPERLY ALIGNED TO OBTAIN THE 'QUIETEST' OPERATIONPOSSIBLE. THE SPECIFICATION SHOULD SPECIFY A VERTICAL TOLERANCE OF 0.06 IN PER 98 FT DISTANCE.ELEVATOR CODE REQUIREMENTSELEVATORS SHALL COMPLY WITH THE FOLLOWING:ANSI ICC/A117.1 - 2009 ACCESSIBLE AND USABLE BUILDINGS AND FACILITIESSECTION 308 - REACH RANGESSECTION 407 - ELEVATORS407.2.1.1 - CALL BUTTONS AND KEYPADS SHALL BE LOCATED WITHIN ONE OF THE RACH RANGESSPECIFIED IN SECTION 308, MEASURED TO THE CENTERLINE OF THE HIGHEST OPERABLE PART.407.2.1.2 - CALL BUTTONS SHALL BE 3/4" MINIMUM IN THE SMALLEST DIMENSION.407.2.1.3 - A CLEAR FLOOR SPACE COMPLYING WITH SECTION 305 SHALL BE PROVIDED AT CALLCONTROLS.407.2.1.4 - THE CALL BUTTON THAT DESIGNATES THE UP DIRECTION SHALL BE LOCATED ABOVE THE CALLBUTTON THAT DESIGNATES THE DOWN DIRECTION.407.2.1.5 - CALL BUTTONS SHALL HAVE VISIBLE SIGNALS TO INDICATE WHEN EACH CALL IS REGISTEREDAND WHEN EACH CALL IS ANSWERED. CALL BUTTONS SHALL PROVIDE AND AUDIBLE SIGNAL ORMECHANICAL MOTION OF THE BUTTON TO INDICATE WHEN EACH CALL IS REGISTERED.407.3.1 - ELEVATOR DOORS SHALL BE HORIZONTAL SLIDING TYPE. CAR GATES SHALL BE PROHIBITED.407.3.2 - ELEVATOR HOISTWAY AND CAR DOORS SHALL OPEN AND CLOSE AUTOMATICALLY.407.3.5 - ELEVATOR DOORS SHALL REMAIN FULLY OPEN IN RESPONSE TO A CAR CALL FOR 3 SECONDSMINIMUM.407.4.4 - EACH CAR SHALL AUTOMATICALLY STOP AND MAINTAIN POSITION AT FLOOR LANDINGS WIHIN ATOLERANCE OF 1/2" UNDER RATED LOADING TO ZERO LOADING CONDITIONS.407.4.5 - THE LEVEL OF ILLUMINATION AT THE CAR CONTROLS, PLATFORM, CAR THRESHOLD AND CARLANDING SILL SHALL COMPLY WITH ASME A17.1/CSA B44.407.4.6.2 - CAR CONTROL BUTTONS WITH FLOOR DESIGNATIONS SHALL BE RAISED OR FLUSH AND HAVETHE FOLLOWING FEATURES:407.6.2.1 - BUTTONS SHALL BE 3/4" MINIMUM IN THEIR SMALLEST DIMENSION.407.6.2.2 - BUTTONS SHALL BE ARRANGED WITH NUMBERS IN ASCENDING ORDER.407.6.4.1 - EMERGENCY CONTROL BUTTONS SHALL HAVE THEIR CENTERLINES 35" MINIMUM ABOVE THEFLOOR.407.6.4.2 - EMERGENCY CONTROLS, INCLUDING THE EMERGENCY ALARM, SHALL BE GROUPED AT THEBOTTOM OF THE PANEL.407.4.9 - AUDIBLE AND VISIBLE CAR POSITION INDICATORS SHALL BE PROVIDED IN ELEVATOR CARS.407.4.9.1 - VISIBLE INDICATORS: CHARACTERS SHALL BE 1/2" MIN. IN HEIGHT. INDICATORS SHALL BELOCATED ABOVE THE CAR CONTROL PANEL OR ABOVE THE DOOR.407.4.9.2 - AUDIBLE INDICATORS: THE SIGNAL SHALL BE AN AUTOMATIC VERBAL ANNUNCIATOR THATANNOUNCES THE FLOOR AT WHICH THE CAR IS ABOUT TO STOP. THE VERBAL ANNOUNCEMENT INDICATINGTHE FLOOR SHALL BE COMPLETED PRIOR TO THE INITIATION OF THE DOOR OPENING. THE VERBALANNUNCIATOR SHALL BE 10 dBA, MINIMUM ABOVE AMBIENT, BUT SHALL NOT EXCEED 80 dBA, MEASURED ATTHE ANNUNCIATOR.4.28.6.1 - CHARACTERS AND SYMBOLS ON TACTILE SIGNS SHALL BE RAISED 1/32" MIN. RAISEDCHARACTERS SHALL BE BE IN UPPERCASE CHARACTERS, 5/8" HIGH MIN, AND 2" HIGH MAX. RAISEDCHARACTERS SHALL BE ACCOMPANIED BY BRAILLE (GRADE II).IBC 2015907.3.3 - AUTOMATIC FIRE DETECTORS INSTALLED FOR ELEVATOR EMERGENCY [RECALL] OPERATIONSHALL BE INSTALLED IN ACCORDANCE WITH THE PROVISIONS OF ASME A17.1 AND NFPA 72.3002.3 - AN APPROVED PICTORIAL SIGN OF A STANDARDIZED DESIGN SHALL BE POSTED ADJACENT TOEACH ELEVATOR CALL STATION ON ALL FLOORS INSTRUCTING OCCUPANTS TO USE THE EXIT STAIRWAYSAND NOT TO USE THE ELEVATORS IN CASE OF FIRE. THE SIGN SHALL READ: IN FIRE EMERGENCY, DO NOTUSE ELEVATOR. USE EXIT STAIRS.NFPA 101 LIFE SAFETY CODE 20099.4.2.1 - NEW ELEVATORS SHALL CONFORM TO REQUIREMENTS OF ASME A17.1ISSUE FOR PRICING / BIDDING:DRAWN BY:AOR:The architectural works depictedherein are the sole property ofHumphreys & Partners UrbanArchitecture, L.P. and may not beconstructed or used without its expresswritten permission. No permission tomodify or reproduce any of thearchitectural works, including withoutlimitation the e construction of anybuilding, is expressed or should beimplied from delivery of preliminarydrawings or unsealed constructiondrawings. Permission to construct thebuilding depicted in sealedconstruction drawings is expresslyconditioned on the full and timelypayment of all fees otherwise dueHumphreys & Partners Architects, L.P.and, in the absence of any writtenagreement to the contrary, is limited toa one-time use One he site indicatedon these plans.HUMPHREYS & PARTNERSURBAN ARCHITECTURE, L.P.5339 ALPHA ROAD * SUITE 300* DALLAS, TX 75240T: (972) 701-9636 F: (972) 701-9639DALLAS * NEWPORT BEACH * NEW ORLEANS *ORLANDO * CHENNAI * MONTEVIDEOCopyright 2017 - Humphreys & Partners Urban Architecture, L.P.All Rights ReservedISSUE FOR PERMIT APPLICATION:ISSUE FOR CONSTRUCTION:DESIGNED BY:PLOT DATEwww.humphreys.comSHEET CONTENTSSHEET NUMBERSCALE---As indicatedA6.21ELEVATOR -PLAN &SECTIONNEWMAN DEVELOPMENT GROUPCITY CENTREBH16077PERMIT ISSUE (07/10/2017)SBMCITHACA, NY07/10/201707/10/2017 1/4" = 1'-0"1ELEVATORS PLAN - LEVEL B1 1/4" = 1'-0"2ELEVATORS PLAN - LEVEL 01 1/4" = 1'-0"3ELEVATORS PLAN - LEVEL 02 1/4" = 1'-0"4ELEVATORS PLAN - LEVEL 08 1/4" = 1'-0"5ELEVATORS PLAN - AT ROOF 1/4" = 1'-0"6ELEVATORS ROOF OVERRUN 1/4" = 1'-0"7ELEVATOR SECTION - A 1/4" = 1'-0"8ELEVATOR SECTION - BREVISION SCHEDULENO: DATE: DESCRIPTION: MMFECMMFECFECM1'-6"2'-6" (PER MANUF.)11SCALE: 1 1/2" = 1'-0"TRASH CHUTE ISULATION ASSEMBLY - (PLAN VIEW)12SCALE: 1 1/2" = 1'-0"TRASH CHUTE ISOMETRIC VIEW13SCALE: 1 1/2" = 1'-0"TRASH CHUTE TERMINATION AT ROOF LEVEL30" DIA. ALUMINIZED STEELTRASH CHUTEPREFAB TRASH INTAKE SECTIONTHROUGH FLOOR FRAMINGHANDLE TO BE15" A.F.F. MIN48" A.F.F. MAX30" DIA. ALUMINIZED STEEL TRASH CHUTESPRINKLER INLETS HOLES21"x18"; 1 1/2" HOUR RATED TRASH CHUTE DOOR(TO MEET ADA REQUIREMENTS INCLUDING 5 LB FORCE TO OPERATE)SPONGE ELASTOMER2 HOUR SHAFT WALL ASSEMBLYREF. PLANS30" DIA. ALUMINIZED STEEL TRASH CHUTESTEEL GRID FLOOR FRAMING1 1/2" x 1 1/2" BY 3/16" ANGLES,ANCHORED TO DECKING.STEEL SUPPORT CLIPELASTOMER CUSHION BEDDINGALUMINIZED STEEL TRASHCHUTE VENTFULLY WELDED CAPSLOPED FOR DRAINAGESOLID VENT CAP1/4" MESH SCREENROOF DECK FLANGE30" DIA. TRASH CHUTE#16 GA. ALUMINIZED STEEL24 GA. PREFINISHED 2-PIECE"Z" FLASHING W/ RECEIVERFULLY ADHERED ROOFINGMEMBRANE SYSTEM, PER SPECS.STAINLESS STEELRAIN COLLAR W/COUNTER-FLASHINGSHAFT OPENING21" x 18" TRASHCHUTE DOOR1.12.15.1K.1J.17A6.316A6.315'-6"16'-6 5/8"22'-2 5/8"1'-0"145°11'-7 5/8"1'-0"1'-0"7 5/8"125°RECYCLETRASHCOMPACTORBINBINBINBINBINRESID. TRASHTERM. ROOMPARKINGRECYCLEB103B104SB1-26'-4 5/8"10'-6"1'-0"1'-0"125°B104a1'-0"9'-6"1'-0"1'-0"18'-0"1'-0"2F22F22F21K11K12D12D12D11K12F12F1FD; REF. PLUMBINGFD; REF. PLUMBING2.1H.9J.17A6.316A6.31VEST.TRASHSTAIR 2WATER SERV.3'-2 1/4"7 1/2"12'-4 1/8"3'-10 1/4"121120104M2F12F12F22F12F22E12F12F12D12D12D17 5/8"13'-2 1/8"7 5/8"8'-8 1/8"7 5/8"7'-8 3/4"6'-6"7 5/8"6'-6"7 5/8"2'-8 1/4"3'-8 1/4"125°55°55°125°4'-2 3/4"7 5/8"3.14.1H.97A6.316A6.31TRASHCORRIDORUNIT2A12D12H12A22A23C2204M1'-0"6'-2"6'-9 1/8"7'-2 3/8"2'-6"1 4 5 ° 1 4 5 °112' - 0"Level 01129' - 0"Level 02139' - 4"Level 03100' - 0"Level B1149' - 8"Level 04201' - 4"Roof Level7A6.3110'-4"10'-4"17'-0"12'-0"116' - 0"Level 01.2FD; REF. PLUMBINGSLOPE TO DRAINSLOPE TO DRAIN(REF. MANUF.)4'-0"51'-8"2A23C22A23C22A23C22F22F22F1UNITUNITUNITUNITTRASH CHUTERESID. TRASHTERM. ROOMA6.3113SimA6.3111SimA6.3111SimA6.3111Sim4A14A14D15A1112' - 0"Level 01129' - 0"Level 02139' - 4"Level 03100' - 0"Level B1149' - 8"Level 04201' - 4"Roof Level6A6.3110'-4"10'-4"17'-0"12'-0"116' - 0"Level 01.22D12D12F12D12A22D12A21B12A22D11B1(REF. MANUF.)4'-0"51'-8"2E12E12E1TRASHUNITUNITTRASHTRASHUNITUNITTRASHPORTALTRASHTRASH CHUTERESID. TRASHTERM. ROOMSTAIR 2STAIR 2STAIR 2STAIR 2STAIR 2STAIR 2ROOFSTAIR 23'-6"30" DIA. ALUMINIZEDSTEEL TRASH CHUTE21" X 18" TRASHCHUTE DOORA6.3113SimA6.3112SimA6.3111Sim4A14A14D1A6.3111SimA6.3112SimA6.3111SimA6.3112SimA6.3111SimA6.3112SimSTEEL GRID FLOORFRAMING 1 1/2" X 1 1/2"BY 3/16" ANGLES,ANCHORED TODECKING, BY CHUTEINSTALLER (TYP.)STEEL GRID FLOORFRAMING 1 1/2" X 1 1/2"BY 3/16" ANGLES,ANCHORED TODECKING, BY CHUTEINSTALLER (TYP.)STEEL GRID FLOORFRAMING 1 1/2" X 1 1/2"BY 3/16" ANGLES,ANCHORED TODECKING, BY CHUTEINSTALLER (TYP.)STEEL GRID FLOORFRAMING 1 1/2" X 1 1/2"BY 3/16" ANGLES,ANCHORED TODECKING, BY CHUTEINSTALLER (TYP.)90 MIN. RATED TRASHCHUTE DOOR, 21" X 18"90 MIN. RATED TRASHCHUTE DOOR, 21" X 18"90 MIN. RATED TRASHCHUTE DOOR, 21" X 18"90 MIN. RATED TRASHCHUTE DOOR, 21" X 18"5A13.1H.97A6.316A6.311. INSTALL THE TRASH CHUTE INTAKE SO THAT THE DOOR IS MOUNTED BETWEEN 15" MIN. AND 48" MAX.2. THE TRASH CHUTE HOPPER DOORS SHALL LEVER STYLE HARDWARE AND NOT REQUIRE MORE THAN 5LBS, OF FORCE TO OPPERATE.3. AN APPROVED AUTOMATIC SPRINKLER SYSTEM SHALL BE INSTALLED AT THE TOP OF THE RUBBISHCHUTES, ALTERNATE FLOORS, AND IN THEIR TERMINAL ROOMS, PER SECTION 903.11.2.TRASH CHUTE NOTESISSUE FOR PRICING / BIDDING:DRAWN BY:AOR:The architectural works depictedherein are the sole property ofHumphreys & Partners UrbanArchitecture, L.P. and may not beconstructed or used without its expresswritten permission. No permission tomodify or reproduce any of thearchitectural works, including withoutlimitation the e construction of anybuilding, is expressed or should beimplied from delivery of preliminarydrawings or unsealed constructiondrawings. Permission to construct thebuilding depicted in sealedconstruction drawings is expresslyconditioned on the full and timelypayment of all fees otherwise dueHumphreys & Partners Architects, L.P.and, in the absence of any writtenagreement to the contrary, is limited toa one-time use One he site indicatedon these plans.HUMPHREYS & PARTNERSURBAN ARCHITECTURE, L.P.5339 ALPHA ROAD * SUITE 300* DALLAS, TX 75240T: (972) 701-9636 F: (972) 701-9639DALLAS * NEWPORT BEACH * NEW ORLEANS *ORLANDO * CHENNAI * MONTEVIDEOCopyright 2017 - Humphreys & Partners Urban Architecture, L.P.All Rights ReservedISSUE FOR PERMIT APPLICATION:ISSUE FOR CONSTRUCTION:DESIGNED BY:PLOT DATEwww.humphreys.comSHEET CONTENTSSHEET NUMBERSCALE---As indicatedA6.31TRASH CHUTE -PLAN &SECTIONNEWMAN DEVELOPMENT GROUPCITY CENTREBH16077PERMIT ISSUE (07/10/2017)SBMCITHACA, NY07/10/201707/10/2017 1/4" = 1'-0"1TRASH CHUTE TERMINATION ROOM & RECYCLE PLAN - LEVEL B1 1/4" = 1'-0"2TRASH CHUTE PLAN - LEVEL 01 1/4" = 1'-0"3TRASH CHUTE PLAN - LEVEL 02 1/4" = 1'-0"6TRASH CHUTE 1 - SECTION A 1/4" = 1'-0"7TRASH CHUTE 1 - SECTION B 1/4" = 1'-0"4TRASH CHUTE PLAN - ROOFREVISION SCHEDULENO: DATE: DESCRIPTION: 18" FLEXIBLE STRAIGHTFLASHING AS SPEC.; 9"EACH SIDEFACE BRICK;ECONOMY SIZEMASONRY ANCHOR;16" O.C. HORIZ. &VERT.MASONRY ANCHOR; 16"O.C. HORIZ. & VERT.1C1C18" FLEXIBLE STRAIGHTFLASHING AS SPEC.; 9"EACH SIDEFACE BRICK;ECONOMY SIZEMASONRYANCHOR; 16"O.C. HORIZ. &VERT.MASONRY ANCHOR; 16"O.C. HORIZ. & VERT.1C1J7 5/8"1'-0"CALIF. CORNER STUD.CONFIG. FOR CONTINUOUSSPRAY FOAMMTL PANEL SYSTEM1A11JRAINSCREENATTACHMENT GIRT &THROUGH BOLT TOFRAMINGFACE BRICK;ECONOMY SIZEMASONRY ANCHOR;16" O.C. HORIZ. &VERT.18" FLEXIBLE STRAIGHTFLASHING AS SPEC.; 9"EACH SIDE18" FLEXIBLE STRAIGHTFLASHING AS SPEC.; 9"EACH SIDECALIF. CORNER STUD.CONFIG. FOR CONTINUOUSSPRAY FOAMMETAL PANEL SYSTEM ONRAINSCREEN ATTACHMENT1A11A1BACKER ROD & SEALANTACM PANEL SYSTEMON RAINSCREENATTACHMENT1B11B318" FLEXIBLE STRAIGHTFLASHING AS SPEC.; 9"EACH SIDE3/4"8"1"3/4"METAL PANELSYSTEM1A11A1RAINSCREENATTACHMENT18" FLEXIBLE STRAIGHTFLASHING AS SPEC.; 9"EACH SIDE18" FLEXIBLE STRAIGHTFLASHING AS SPEC.; 9"EACH SIDECALIF. CORNER STUD.CONFIG. FOR CONTINUOUSSPRAY FOAMFACE BRICK1C1CMASONRY ANCHOR;16" O.C. HORIZ. &VERT.FACE BRICK;ECONOMY SIZEMASONRY ANCHOR; 16"O.C. HORIZ. & VERT.18" FLEXIBLE STRAIGHTFLASHING AS SPEC.1JACM PANEL SYSTEM ONRAINSCREEN ATTACHMENT ASSPEC.SEALANT & BACKER ROD1B1MTL PANEL SYSTEM ONRAINSCREEN ATTACHMENTAS SPEC.1A1FACE BRICK;ECONOMY SIZEMASONRY ANCHOR; 16"O.C. HORIZ. & VERT.18" FLEXIBLE STRAIGHTFLASHING AS SPEC.1J1 1/2"ACM PANEL SYSTEM ONRAINSCREEN ATTACHMENT ASSPEC.SEALANT & BACKER ROD1B1FACE BRICK;ECONOMY SIZEMASONRY ANCHOR; 16"O.C. HORIZ. & VERT.1CMTL PANEL SYSTEM ONRAINSCREEN ATTACHMENTAS SPEC.SEALANT & BACKER ROD3"1A2FACE BRICK;ECONOMY SIZEMASONRY ANCHOR; 16"O.C. HORIZ. & VERT.1CSEALANT & BACKER RODMTL PANEL SYSTEM ONRAINSCREEN ATTACHMENTAS SPEC.1A11 1/2"FACE BRICK;ECONOMY SIZEMASONRY ANCHOR; 16"O.C. HORIZ. & VERT.1CSEALANT & BACKER RODMTL PANEL SYSTEM ONRAINSCREEN ATTACHMENTAS SPEC.1A11 1/2"ACM PANEL SYSTEM ONRAINSCREENATTACHMENT AS SPEC.1B3SEALANT & BACKER RODMTL PANEL SYSTEM ONRAINSCREEN ATTACHMENTAS SPEC.1A11 1/2"ACM PANEL SYSTEM ONRAINSCREENATTACHMENT AS SPEC.1B2SEALANT & BACKER RODMTL PANEL SYSTEM ONRAINSCREEN ATTACHMENTAS SPEC.1A11 1/2"MTL PANEL SYSTEM ONRAINSCREEN ATTACHMENTAS SPEC.1A23"1 1/2"ISSUE FOR PRICING / BIDDING:DRAWN BY:AOR:The architectural works depictedherein are the sole property ofHumphreys & Partners UrbanArchitecture, L.P. and may not beconstructed or used without its expresswritten permission. No permission tomodify or reproduce any of thearchitectural works, including withoutlimitation the e construction of anybuilding, is expressed or should beimplied from delivery of preliminarydrawings or unsealed constructiondrawings. Permission to construct thebuilding depicted in sealedconstruction drawings is expresslyconditioned on the full and timelypayment of all fees otherwise dueHumphreys & Partners Architects, L.P.and, in the absence of any writtenagreement to the contrary, is limited toa one-time use One he site indicatedon these plans.HUMPHREYS & PARTNERSURBAN ARCHITECTURE, L.P.5339 ALPHA ROAD * SUITE 300* DALLAS, TX 75240T: (972) 701-9636 F: (972) 701-9639DALLAS * NEWPORT BEACH * NEW ORLEANS *ORLANDO * CHENNAI * MONTEVIDEOCopyright 2017 - Humphreys & Partners Urban Architecture, L.P.All Rights ReservedISSUE FOR PERMIT APPLICATION:ISSUE FOR CONSTRUCTION:DESIGNED BY:PLOT DATEwww.humphreys.comSHEET CONTENTSSHEET NUMBERSCALE--- 3" = 1'-0"A7.01DETAILS - PLANNEWMAN DEVELOPMENT GROUPCITY CENTREBH16077PERMIT ISSUE (07/10/2017)SBMCITHACA, NY07/10/201707/10/2017 3" = 1'-0"1EXT. OUTSIDE CORNER - BRICK TO BRICK 3" = 1'-0"2EXT. OUTSIDE CORNER - BRICK BUMP TO BRICK 3" = 1'-0"3EXT. INSIDE CORNER - BRICK BUMP TO MTL PANEL 3" = 1'-0"4EXT. INSIDE CORNER - MTL PANEL TO MTL PANEL 3" = 1'-0"5EXT. OUTSIDE CORNER - ACM BUMP TO ACM 3" = 1'-0"6EXT. OUTSIDE CORNER - MTL PANEL TO MTL PANEL 3" = 1'-0"7EXT. INSIDE CORNER - BRICK TO BRICK 3" = 1'-0"8EXT. PLAN DTL. - BRICK BUMP TO ACM TRANSITION 3" = 1'-0"9EXT. PLAN DTL. - BRICK BUMP TO MTL PANEL TRANSITION 3" = 1'-0"10EXT. PLAN DTL. - BRICK TO ACM PANEL TRANSITION 3" = 1'-0"11EXT. PLAN DTL. - BRICK TO MTL PANEL BUMP TRANSITION 3" = 1'-0"12EXT. PLAN DTL. - BRICK TO MTL PANEL TRANSITION 3" = 1'-0"13EXT. PLAN DTL. - MTL PANEL TO ACM BUMP TRANSITION 3" = 1'-0"14EXT. PLAN DTL. - MTL PANEL TO ACM HALF BUMP TRANSITION 3" = 1'-0"15EXT. PLAN DTL. - MTL PANEL TO MTL PANEL BUMP TRANSITIONREVISION SCHEDULENO: DATE: DESCRIPTION: 1C1CGRID1C1CGRID49'-0" RADIUSGRID49'-0" RADIUS1'-4 3/8"1'-4 3/8"5 1/4"5 1/4"A3 5/8"3"1'-0"7 5/8"AAAA67 5/8"5"2 5/8"A6ISSUE FOR PRICING / BIDDING:DRAWN BY:AOR:The architectural works depictedherein are the sole property ofHumphreys & Partners UrbanArchitecture, L.P. and may not beconstructed or used without its expresswritten permission. No permission tomodify or reproduce any of thearchitectural works, including withoutlimitation the e construction of anybuilding, is expressed or should beimplied from delivery of preliminarydrawings or unsealed constructiondrawings. Permission to construct thebuilding depicted in sealedconstruction drawings is expresslyconditioned on the full and timelypayment of all fees otherwise dueHumphreys & Partners Architects, L.P.and, in the absence of any writtenagreement to the contrary, is limited toa one-time use One he site indicatedon these plans.HUMPHREYS & PARTNERSURBAN ARCHITECTURE, L.P.5339 ALPHA ROAD * SUITE 300* DALLAS, TX 75240T: (972) 701-9636 F: (972) 701-9639DALLAS * NEWPORT BEACH * NEW ORLEANS *ORLANDO * CHENNAI * MONTEVIDEOCopyright 2017 - Humphreys & Partners Urban Architecture, L.P.All Rights ReservedISSUE FOR PERMIT APPLICATION:ISSUE FOR CONSTRUCTION:DESIGNED BY:PLOT DATEwww.humphreys.comSHEET CONTENTSSHEET NUMBERSCALE--- 1 1/2" = 1'-0"A7.02DETAILS - PLANNEWMAN DEVELOPMENT GROUPCITY CENTREBH16077PERMIT ISSUE (07/10/2017)DesignerMCITHACA, NY07/10/201707/10/2017 1 1/2" = 1'-0"1EXT. PILASTER/COLUMN DTL. - LEVELS 1 1 1/2" = 1'-0"2EXT. PILASTER/COLUMN DTL. - LEVELS 2-6 1 1/2" = 1'-0"3EXT. PILASTER/COLUMN DTL. - LEVEL 7 1 1/2" = 1'-0"5EXT. PLAN DTL. - LEVEL 1 - MAIN ENTRY 1 1/2" = 1'-0"9EXT. PLAN DTL. - LEVEL 1 - NW CORNER AT ELEV. 1 1/2" = 1'-0"13EXT. PLAN DTL. - LEVEL 1 - NE CORNER AT ELEV.REVISION SCHEDULENO: DATE: DESCRIPTION: EXTEND GYP. TO UNDERSIDE OFDECK & FIRE CAULKCONC. OVER MTL DECK;REF. STRUCT.FLOOR FINISH & BASE AS SPEC.BENT PLATE POUR STOP; REF.STRUCT. DWGS.•5/8" TYPE 'X' GYP. (2 LAYERS)•6" CFMF WALL PANEL (INSULATIONAS SCHEDULED)•1/2" RESILIENT CHANNEL•5/8" GYP. WALL BOARDGRIDT.O.C.FLOOR FINISH & BASE AS SPEC.EXTEND GYP. TO UNDERSIDE OFDECK & FIRE CAULKEXTEND GYP. TO UNDERSIDE OFDECK & FIRE CAULKCONC. OVER MTL DECK;REF. STRUCT.MTL ANGLE FOR CEILINGATTACHMENT AS REQ'DACOUSTIC SEALANT; REF. SHEET A1.07FLOOR FINISH & BASE AS SPEC.GYP. CEILING ON HANGERSYSTEMBENT PLATE POUR STOP; REF.STRUCT. DWGS.•5/8" TYPE 'X' GYP. (2 LAYERS)•6" CFMF WALL PANEL (INSULATIONAS SCHEDULED)•1/2" RESILIENT CHANNEL•5/8" GYP. WALL BOARDGRIDT.O.C.FLOOR FINISH & BASE AS SPEC.EXTEND GYP. TO UNDERSIDE OFDECK & FIRE CAULKMTL ANGLE FOR CEILINGATTACHMENT AS REQ'DACOUSTIC SEALANT; REF. SHEET A1.07GYP. CEILING ON HANGERSYSTEMEXTEND GYP. TO UNDERSIDE OFDECK & FIRE CAULKCONC. OVER MTL DECK;REF. STRUCT.MTL ANGLE FOR CEILINGATTACHMENT AS REQ'DACOUSTIC SEALANT; REF. SHEET A1.07GYP. CEILING ON HANGERSYSTEMGRIDT.O.C.EXTEND GYP. TO UNDERSIDE OFDECK & FIRE CAULKMTL ANGLE FOR CEILINGATTACHMENT AS REQ'DACOUSTIC SEALANT; REF. SHEET A1.07GYP. CEILING ON HANGERSYSTEMFLOOR FINISH & BASE AS SPEC.BENT PLATE POUR STOP; REF.STRUCT. DWGS.•5/8" TYPE 'X' GYP. (2 LAYERS)•6" CFMF WALL PANEL (INSULATIONAS SCHEDULED)•1/2" RESILIENT CHANNEL•5/8" GYP. WALL BOARDGRIDT.O.C.FLOOR FINISH & BASE AS SPEC.EXTEND GYP. TO UNDERSIDE OFDECK & FIRE CAULKCONC. OVER MTL DECK;REF. STRUCT.EXTEND GYP. TO UNDERSIDE OFDECK & FIRE CAULKEXTEND GYP. TO UNDERSIDE OFDECK & FIRE CAULKCONC. OVER MTL DECK;REF. STRUCT.MTL ANGLE FOR CEILINGATTACHMENT AS REQ'DACOUSTIC SEALANT; REF. SHEET A1.07FLOOR FINISH & BASE AS SPEC.GYP. CEILING ON HANGERSYSTEMBENT PLATE POUR STOP; REF.STRUCT. DWGS.•5/8" TYPE 'X' GYP. (2 LAYERS)•6" CFMF WALL PANEL (INSULATIONAS SCHEDULED)•1/2" RESILIENT CHANNEL•5/8" GYP. WALL BOARDGRIDT.O.C.FLOOR FINISH & BASE AS SPEC.EXTEND GYP. TO UNDERSIDE OFDECK & FIRE CAULKMTL ANGLE FOR CEILINGATTACHMENT AS REQ'DACOUSTIC SEALANT; REF. SHEET A1.07GYP. CEILING ON HANGERSYSTEMEXTEND GYP. TO UNDERSIDE OFDECK & FIRE CAULKCONC. OVER MTL DECK;REF. STRUCT.MTL ANGLE FOR CEILINGATTACHMENT AS REQ'DACOUSTIC SEALANT; REF. SHEET A1.07GYP. CEILING ON HANGERSYSTEMGRIDT.O.C.EXTEND GYP. TO UNDERSIDE OFDECK & FIRE CAULKMTL ANGLE FOR CEILINGATTACHMENT AS REQ'DACOUSTIC SEALANT; REF. SHEET A1.07GYP. CEILING ON HANGERSYSTEMISSUE FOR PRICING / BIDDING:DRAWN BY:AOR:The architectural works depictedherein are the sole property ofHumphreys & Partners UrbanArchitecture, L.P. and may not beconstructed or used without its expresswritten permission. No permission tomodify or reproduce any of thearchitectural works, including withoutlimitation the e construction of anybuilding, is expressed or should beimplied from delivery of preliminarydrawings or unsealed constructiondrawings. Permission to construct thebuilding depicted in sealedconstruction drawings is expresslyconditioned on the full and timelypayment of all fees otherwise dueHumphreys & Partners Architects, L.P.and, in the absence of any writtenagreement to the contrary, is limited toa one-time use One he site indicatedon these plans.HUMPHREYS & PARTNERSURBAN ARCHITECTURE, L.P.5339 ALPHA ROAD * SUITE 300* DALLAS, TX 75240T: (972) 701-9636 F: (972) 701-9639DALLAS * NEWPORT BEACH * NEW ORLEANS *ORLANDO * CHENNAI * MONTEVIDEOCopyright 2017 - Humphreys & Partners Urban Architecture, L.P.All Rights ReservedISSUE FOR PERMIT APPLICATION:ISSUE FOR CONSTRUCTION:DESIGNED BY:PLOT DATEwww.humphreys.comSHEET CONTENTSSHEET NUMBERSCALE--- 1 1/2" = 1'-0"A7.10DETAILS -SECTIONNEWMAN DEVELOPMENT GROUPCITY CENTREBH16077PERMIT ISSUE (07/10/2017)DesignerMCITHACA, NY07/10/201707/10/2017 1 1/2" = 1'-0"2INT. FLR/CLG DETAIL - UNIT TO UNIT - LEVEL 02 1 1/2" = 1'-0"3INT. FLR/CLG DETAIL - UNIT TO UNIT 1 1/2" = 1'-0"4INT. FLR/CLG DETAIL - UNIT TO UNIT - ROOF 1 1/2" = 1'-0"6INT. FLR/CLG DETAIL - UNIT TO CORR. - LEVEL 02 1 1/2" = 1'-0"7INT. FLR/CLG DETAIL - UNIT TO CORR. 1 1/2" = 1'-0"8INT. FLR/CLG DETAIL - UNIT TO CORR. - ROOFREVISION SCHEDULENO: DATE: DESCRIPTION: FLOOR FINISH & BASE AS SPEC.BENT PLATE POUR STOP; REF.STRUCT. DWGS.•1 1/2" RIGID INSULATION•5/8" EXT. GYP. SHEATHING•1 1/2" SPRAY APPLIED INSULATION•6" CFMF WALL PANEL•5/8" GYP. WALL BOARDCONC. OVER MTL DECK;REF. STRUCT.STEEL COLUMN ON CONC.COLUMN BEYOND; REF.STRUCT.FACE BRICK; ECONOMY SIZETAPE COUNTER FLASHING OVERTERMINATION BAR AT TOP EDGE OFTHRU-WALL FLASHININGTHRU-WALL METAL FLASHING W/DRIP EDGECAVITY DRAINAGE MESHWEEP AT BRICK; 24" O.C. MAX.SPRAY APPLIEDCEMENTITIOUSFIREPROOFINGAT STEELGRIDT.O.C.WATERPROOFINGMEMBRANE &DRAINAGE SHEET3" XPS INSULATIONBOARD; EXTEND 4'-0"BELOW GRADEPROTECTION BOARDOR COATING;EXTEND 6" BELOWGRADE MIN.1'-3 3/8"FLOOR FINISH & BASE AS SPEC.BENT PLATE POUR STOP; REF.STRUCT. DWGS.•1 1/2" RIGID INSULATION•5/8" EXT. GYP. SHEATHING•1 1/2" SPRAY APPLIED INSULATION•6" CFMF WALL PANEL•5/8" GYP. WALL BOARDCONC. OVER MTL DECK;REF. STRUCT.STEEL COLUMN ON CONC.COLUMN BEYOND; REF.STRUCT.SLOPE AWAYFACE BRICK;ECONOMY SIZETAPE COUNTER FLASHINGOVER TERMINATION BAR ATTOP EDGE OF THRU-WALLFLASHININGTHRU-WALL METAL FLASHING W/DRIP EDGECAVITY DRAINAGE MESHWEEP AT BRICK; 24" O.C. MAX.SOLID GROUT FILLSPRAY APPLIEDCEMENTITIOUSFIREPROOFINGAT STEELGRIDT.O.C.WATERPROOFINGMEMBRANE &DRAINAGE SHEET3" XPS INSULATIONBOARD; EXTEND 4'-0"BELOW GRADEPROTECTION BOARDOR COATING;EXTEND 6" BELOWGRADE MIN.FLOOR FINISH & BASE AS SPEC.BENT PLATE POUR STOP; REF.STRUCT. DWGS.•1 1/2" RIGID INSULATION•5/8" EXT. GYP. SHEATHING•1 1/2" SPRAY APPLIED INSULATION•6" CFMF WALL PANEL•5/8" GYP. WALL BOARDCONC. OVER MTL DECK;REF. STRUCT.STEEL COLUMN ON CONC.COLUMN BEYOND; REF.STRUCT.PRE-FINISHED MTLFLASHINGMETAL PANEL SYSTEMRAINSCREEN ATTACHMENTCONCRETE PROTECTIONBOARD; PAINTED TOMATCH MTL PANELSPRAY APPLIEDCEMENTITIOUSFIREPROOFINGAT STEELGRIDT.O.C.WATERPROOFINGMEMBRANE &DRAINAGE SHEET3" XPS INSULATIONBOARD; EXTEND 4'-0"BELOW GRADEPROTECTION BOARDOR COATING;EXTEND 6" BELOWGRADE MIN.CONC. OVER MTL DECK;REF. STRUCT.STEEL COLUMN ON CONC.COLUMN BEYOND; REF.STRUCT.SIDEWALK AT GRADE;REF. CIVILBRICK PILASTERBEYONDSTOREFRONT ASSCHEDULEDFINISH FLOOR AS SPEC.2 3/4"SPRAY APPLIEDCEMENTITIOUSFIREPROOFINGAT STEELGRIDT.O.C.WATERPROOFINGMEMBRANE &DRAINAGE SHEET3" XPS INSULATIONBOARD; EXTEND 4'-0"BELOW GRADEPROTECTION BOARDOR COATING;EXTEND 6" BELOWGRADE MIN.CONC. OVER MTL DECK;REF. STRUCT.STOREFRONT ASSCHEDULEDFINISH FLOOR AS SPEC.2 3/4"10"GRIDT.O.C.FLOOR FINISH & BASE AS SPEC.BENT PLATE POUR STOP; REF.STRUCT. DWGS.•1 1/2" RIGID INSULATION•5/8" EXT. GYP. SHEATHING•1 1/2" SPRAY APPLIED INSULATION•6" CFMF WALL PANEL•5/8" GYP. WALL BOARDACM PANEL SYSTEMRAINSCREEN ATTACHMENTCONC. OVER MTL DECK;REF. STRUCT.10"GRIDT.O.C.FLOOR FINISH & BASE AS SPEC.BENT PLATE POUR STOP; REF.STRUCT. DWGS.TAPE COUNTER FLASHINGOVER TERMINATION BARAT TOP EDGE FLASHININGCAVITY DRAINAGE MESHWEEP AT BRICK; 16" O.C.7 5/8"•1 1/2" RIGID INSULATION•5/8" EXT. GYP. SHEATHING•1 1/2" SPRAY APPLIED INSULATION•6" CFMF WALL PANEL•5/8" GYP. WALL BOARDCONC. OVER MTL DECK;REF. STRUCT.10"GRIDT.O.C.FLOOR FINISH & BASE AS SPEC.BENT PLATE POUR STOP; REF.STRUCT. DWGS.•1 1/2" RIGID INSULATION•5/8" EXT. GYP. SHEATHING•1 1/2" SPRAY APPLIED INSULATION•6" CFMF WALL PANEL•5/8" GYP. WALL BOARDCONC. OVER MTL DECK;REF. STRUCT.1'-0"10"GRIDT.O.C.PAVER & PEDASTAL SYSTEM;REF. LANDSCAPE DWG'S & SPEC.PROTECTION MATOVER WATERPROOFMEMBRANECONCRETE TOPPING SLAB;SCORED AS INDICATED BYLANDSCAPE DRAWINGSCONCRETE CURB2"7 3/4"1/4"5 1/2"4"1/2"10"GRIDT.O.C.SLOPE AWAYSIDEWALK ATGRADE;REF. CIVILCAST STONE VENEERTAPE COUNTERFLASHING OVERTERMINATION BAR ATTOP EDGE OF THRU-WALL FLASHININGTHRU-WALL METALFLASHING W/ DRIP EDGECAVITY DRAINAGE MESHWEEP AT BRICK; 24" O.C.MAX.SOLID GROUT FILLSPRAY APPLIEDCEMENTITIOUSFIREPROOFINGAT STEELFACE BRICK;ECONOMY SIZE2'-0"WATERPROOFINGMEMBRANE &DRAINAGE SHEET3" XPS INSULATIONBOARD; EXTEND 4'-0"BELOW GRADEPROTECTION BOARDOR COATING;EXTEND 6" BELOWGRADE MIN.GRIDT.O.C.SLOPE AWAYWATERPROOFINGMEMBRANE &DRAINAGE SHEET3" XPS INSULATIONBOARD; EXTEND 4'-0"BELOW GRADEPROTECTION BOARDOR COATING;EXTEND 6" BELOWGRADE MIN.GRIDT.O.C.SLOPE AWAYSIDEWALK ATGRADE;REF. CIVIL1'-2 7/8"1'-4"3 5/8"CAST STONE COPING SECTION;DOWELED INTO CMU•CAST STONE VENEER•MORTOR FILL•6" CMU•MORTOR FILL•CAST STONE VENEERWATERPROOFINGMEMBRANE &DRAINAGE SHEET3" XPS INSULATIONBOARD; EXTEND 4'-0"BELOW GRADEPROTECTION BOARDOR COATING;EXTEND 6" BELOWGRADE MIN.CONC. OVER MTL DECK;REF. STRUCT.STEEL COLUMN ON CONC.COLUMN BEYOND; REF.STRUCT.SPRAY APPLIEDCEMENTITIOUSFIREPROOFINGAT STEELWRAP WATERPROOFINGMEMBRANE UP AND OVEREDGE OF SLAB; REF. MANUF.FOR OVERLAP CONDITIONS3" XPS INSULATIONBOARD; EXTEND 4'-0"BELOW GRADEPROTECTION BOARDOR COATING;EXTEND 6" BELOWGRADE MIN.PLANTED AREA;REF. LANDSCAPEDRAINAGE TILE;REF. CIVILGRAVEL BED;REF. CIVILISSUE FOR PRICING / BIDDING:DRAWN BY:AOR:The architectural works depictedherein are the sole property ofHumphreys & Partners UrbanArchitecture, L.P. and may not beconstructed or used without its expresswritten permission. No permission tomodify or reproduce any of thearchitectural works, including withoutlimitation the e construction of anybuilding, is expressed or should beimplied from delivery of preliminarydrawings or unsealed constructiondrawings. Permission to construct thebuilding depicted in sealedconstruction drawings is expresslyconditioned on the full and timelypayment of all fees otherwise dueHumphreys & Partners Architects, L.P.and, in the absence of any writtenagreement to the contrary, is limited toa one-time use One he site indicatedon these plans.HUMPHREYS & PARTNERSURBAN ARCHITECTURE, L.P.5339 ALPHA ROAD * SUITE 300* DALLAS, TX 75240T: (972) 701-9636 F: (972) 701-9639DALLAS * NEWPORT BEACH * NEW ORLEANS *ORLANDO * CHENNAI * MONTEVIDEOCopyright 2017 - Humphreys & Partners Urban Architecture, L.P.All Rights ReservedISSUE FOR PERMIT APPLICATION:ISSUE FOR CONSTRUCTION:DESIGNED BY:PLOT DATEwww.humphreys.comSHEET CONTENTSSHEET NUMBERSCALE--- 1 1/2" = 1'-0"A7.11DETAILS -SECTIONNEWMAN DEVELOPMENT GROUPCITY CENTREBH16077PERMIT ISSUE (07/10/2017)DesignerMCITHACA, NY07/10/201707/10/2017 1 1/2" = 1'-0"1EXT. GRADE DETAIL - BRICK at GRADE 1 1/2" = 1'-0"2EXT. GRADE DETAIL - BRICK PILASTER AT SIDEWALK 1 1/2" = 1'-0"3EXT. GRADE DETAIL - MTL PANEL 1 1/2" = 1'-0"4EXT. GRADE DETAIL - STOREFRONT 1 1/2" = 1'-0"5EXT. GREEN ROOF DETAIL - STOREFRONT 1 1/2" = 1'-0"6EXT. GREEN ROOF DETAIL - ACM PANEL 1 1/2" = 1'-0"7EXT. GREEN ROOF DETAIL - BRICK 1 1/2" = 1'-0"8EXT. GREEN ROOF DETAIL - BRICK PILASTER 1 1/2" = 1'-0"9EXT. GREEN ROOF DETAIL - PAVERS TO DRIVE 1 1/2" = 1'-0"10EXT. GRADE DETAIL - BRICK COLUMN AT RADIUS 1 1/2" = 1'-0"11EXT. GRADE DETAIL - INSET AT RADIUS 1 1/2" = 1'-0"12EXT. GRADE DETAIL - SEAT WALL AT RADIUS 1 1/2" = 1'-0"13EXT. GRADE DETAIL - GRADE AT GREEN ROOFREVISION SCHEDULENO: DATE: DESCRIPTION: EXTEND GYP. TO UNDERSIDE OFDECK & FIRE CAULKCONC. OVER MTL DECK;REF. STRUCT.MTL ANGLE FOR CEILINGATTACHMENT AS REQ'DACOUSTIC SEALANT; REF. SHEET A1.08FACE BRICK; ECONOMY SIZETAPE COUNTER FLASHING OVERTERMINATION BAR AT TOP EDGE OFTHRU-WALL FLASHININGTHRU-WALL METAL FLASHING W/DRIP EDGECAVITY DRAINAGE MESHWEEP AT BRICK; 24" O.C. MAX.SEALANTCOMPRESSIBLE MATERIAL; MIN. 1/4"THICKMASONRY ANCHOR; 16" O.C. HORIZ.& VERT.FLOOR FINISH & BASE AS SPEC.GYP. CEILING ON HANGERSYSTEMBENT PLATE POUR STOP; REF.STRUCT. DWGS.7 5/8"•1 1/2" RIGID INSULATION•5/8" EXT. GYP. SHEATHING•1 1/2" SPRAY APPLIED INSULATION•6" CFMF WALL PANEL•5/8" GYP. WALL BOARDGRIDT.O.C.EXTEND GYP. TO UNDERSIDE OFDECK & FIRE CAULKCONC. OVER MTL DECK;REF. STRUCT.MTL ANGLE FOR CEILINGATTACHMENT AS REQ'DACOUSTIC SEALANT; REF. SHEET A1.08FLOOR FINISH & BASE AS SPEC.GYP. CEILING ON HANGERSYSTEMBENT PLATE POUR STOP; REF.STRUCT. DWGS.FACE BRICK;ECONOMY SIZETAPE COUNTER FLASHINGOVER TERMINATION BARAT TOP EDGE OF THRU-WALL FLASHININGTHRU-WALL METALFLASHING W/ DRIP EDGECAVITY DRAINAGE MESHWEEP AT BRICK; 24" O.C.MAX.SEALANTCOMPRESSIBLEMATERIAL; MIN. 1/4" THICKMASONRY ANCHOR; 16"O.C. HORIZ. & VERT.AT PILASTER1'-0"•1 1/2" RIGID INSULATION•5/8" EXT. GYP. SHEATHING•1 1/2" SPRAY APPLIED INSULATION•6" CFMF WALL PANEL•5/8" GYP. WALL BOARDGRIDT.O.C.EXTEND GYP. TO UNDERSIDE OFDECK & FIRE CAULKCONC. OVER MTL DECK;REF. STRUCT.MTL ANGLE FOR CEILINGATTACHMENT AS REQ'DACOUSTIC SEALANT; REF. SHEET A1.08FLOOR FINISH & BASE AS SPEC.GYP. CEILING ON HANGERSYSTEMBENT PLATE POUR STOP; REF.STRUCT. DWGS.ACM PANEL SYSTEM - BASIS OFDESIGN: ALUCOIL EVO PANELSRAINSCREEN ATTACHMENT (BOD:KNIGHT WALL - HCI SYSTEM)REVEAL JOINT•1 1/2" RIGID INSULATION•5/8" EXT. GYP. SHEATHING•1 1/2" SPRAY APPLIED INSULATION•6" CFMF WALL PANEL•5/8" GYP. WALL BOARD1"GRIDT.O.C.GRIDT.O.C.FLOOR FINISH & BASE AS SPEC.BENT PLATE POUR STOP; REF.STRUCT. DWGS.•1 1/2" RIGID INSULATION•5/8" EXT. GYP. SHEATHING•1 1/2" SPRAY APPLIED INSULATION•6" CFMF WALL PANEL•5/8" GYP. WALL BOARDACM PANEL SYSTEM -BASIS OF DESIGN:ALUCOIL EVO PANELSRAINSCREENATTACHMENT (BOD:KNIGHT WALL - HCISYSTEM)REVEAL JOINT3/4"8"9/16"GRIDT.O.C.EXTEND GYP. TO UNDERSIDE OFDECK & FIRE CAULKCONC. OVER MTL DECK;REF. STRUCT.MTL ANGLE FOR CEILINGATTACHMENT AS REQ'DACOUSTIC SEALANT; REF. SHEET A1.08GYP. CEILING ON HANGERSYSTEMEXTEND GYP. TO UNDERSIDE OFDECK & FIRE CAULKCONC. OVER MTL DECK;REF. STRUCT.MTL ANGLE FOR CEILINGATTACHMENT AS REQ'DACOUSTIC SEALANT; REF. SHEET A1.08FLOOR FINISH & BASE AS SPEC.GYP. CEILING ON HANGERSYSTEMBENT PLATE POUR STOP; REF.STRUCT. DWGS.•1 1/2" RIGID INSULATION•5/8" EXT. GYP. SHEATHING•1 1/2" SPRAY APPLIED INSULATION•6" CFMF WALL PANEL•5/8" GYP. WALL BOARDMTL PANEL SYSTEM - BASIS OFDESIGN: OVERLY DIMENSION XPRAINSCREEN ATTACHEMENT; BOD:KNIGHT-WALL HCI GIRTREVEAL JOINTSTARTER TRACK1/2"1 1/2"GRIDT.O.C.EXTEND GYP. TO UNDERSIDE OFDECK & FIRE CAULKCONC. OVER MTL DECK;REF. STRUCT.MTL ANGLE FOR CEILINGATTACHMENT AS REQ'DACOUSTIC SEALANT; REF. SHEET A1.08FLOOR FINISH & BASE AS SPEC.GYP. CEILING ON HANGERSYSTEMBENT PLATE POUR STOP; REF.STRUCT. DWGS.•1 1/2" RIGID INSULATION•5/8" EXT. GYP. SHEATHING•1 1/2" SPRAY APPLIED INSULATION•6" CFMF WALL PANEL•5/8" GYP. WALL BOARDMTL PANEL SYSTEM - BASIS OFDESIGN: OVERLY DIMENSION XPRAINSCREEN ATTACHEMENT; BOD:KNIGHT-WALL HCI GIRTREVEAL JOINTSTARTER TRACKGRIDT.O.C.EXTEND GYP. TO UNDERSIDE OFDECK & FIRE CAULKCONC. OVER MTL DECK;REF. STRUCT.MTL ANGLE FOR CEILINGATTACHMENT AS REQ'DACOUSTIC SEALANT; REF. SHEET A1.08FLOOR FINISH & BASE AS SPEC.GYP. CEILING ON HANGERSYSTEMBENT PLATE POUR STOP; REF.STRUCT. DWGS.•1 1/2" RIGID INSULATION•5/8" EXT. GYP. SHEATHING•1 1/2" SPRAY APPLIED INSULATION•6" CFMF WALL PANEL•5/8" GYP. WALL BOARDMETAL PANEL BANDING (TRIM)MTL PANEL SYSTEM - BASIS OFDESIGN: OVERLY DIMENSION XPRAINSCREEN ATTACHEMENT; BOD:KNIGHT-WALL HCI GIRTREVEAL JOINTSTARTER TRACK1/2"1 1/2"RAINSCREEN ATTACHEMENT; BOD:KNIGHT-WALL HCI REVEAL GIRT3"1 1/2"1/2"REVEAL JOINTGRIDT.O.C.EXTEND GYP. TO UNDERSIDE OFDECK & FIRE CAULKCONC. OVER MTL DECK;REF. STRUCT.MTL ANGLE FOR CEILINGATTACHMENT AS REQ'DACOUSTIC SEALANT; REF. SHEET A1.08FLOOR FINISH & BASE AS SPEC.GYP. CEILING ON HANGERSYSTEMBENT PLATE POUR STOP; REF.STRUCT. DWGS.•1 1/2" RIGID INSULATION•5/8" EXT. GYP. SHEATHING•1 1/2" SPRAY APPLIED INSULATION•6" CFMF WALL PANEL•5/8" GYP. WALL BOARDSEALANTMTL PANEL CLOSER &STARTER TRACKMTL PANEL SYSTEM - BASIS OFDESIGN: OVERLY DIMENSION XPTAPE COUNTER FLASHING OVERTERMINATION BAR AT TOP EDGE OFFLASHININGRAINSCREEN ATTACHEMENT; BOD:KNIGHT-WALL HCI GIRTFACE BRICK; ECONOMY SIZESEALANTCOMPRESSIBLE MATERIAL; MIN. 1/4"THICKMASONRY ANCHOR; 16" O.C. HORIZ.& VERT.1 1/2"CAST STONE SILL; SHAPE: CS-2SLOPECAST STONE ANCHOR; GALVANIZEDGRIDT.O.C.EXTEND GYP. TO UNDERSIDE OFDECK & FIRE CAULKCONC. OVER MTL DECK;REF. STRUCT.MTL ANGLE FOR CEILINGATTACHMENT AS REQ'DACOUSTIC SEALANT; REF. SHEET A1.08FLOOR FINISH & BASE AS SPEC.GYP. CEILING ON HANGERSYSTEMBENT PLATE POUR STOP; REF.STRUCT. DWGS.•1 1/2" RIGID INSULATION•5/8" EXT. GYP. SHEATHING•1 1/2" SPRAY APPLIED INSULATION•6" CFMF WALL PANEL•5/8" GYP. WALL BOARDSEALANTMTL PANEL CLOSER &STARTER TRACKMTL PANEL SYSTEM - BASIS OFDESIGN: OVERLY DIMENSION XPTAPE COUNTER FLASHING OVERTERMINATION BAR AT TOP EDGE OFFLASHININGRAINSCREEN ATTACHEMENT; BOD:KNIGHT-WALL HCI GIRT1 1/2"CAST STONE SILL;SHAPE: CS-1SLOPEFACE BRICK;ECONOMY SIZESEALANTCOMPRESSIBLEMATERIAL; MIN. 1/4" THICKMASONRY ANCHOR; 16"O.C. HORIZ. & VERT.SELF-ADHERING FLEXIBLEFLASHING; CONTINUOUSOVER RIGID INSULATION &STEEL ANGLENON-CONTINUOUSCOMPRESSIBLE SHIMSTEEL ANGLE FOR CASTSTONE SUPPORT; REF.STRUCT. DWG'S.STRAP ANCHORPIN ANCHORGRIDT.O.C.EXTEND GYP. TO UNDERSIDE OFDECK & FIRE CAULKCONC. OVER MTL DECK;REF. STRUCT.MTL ANGLE FOR CEILINGATTACHMENT AS REQ'DACOUSTIC SEALANT; REF. SHEET A1.08FLOOR FINISH & BASE AS SPEC.GYP. CEILING ON HANGERSYSTEMBENT PLATE POUR STOP; REF.STRUCT. DWGS.FACE BRICK; ECONOMY SIZESEALANTCOMPRESSIBLE MATERIAL; MIN. 1/4"THICKMASONRY ANCHOR; 16" O.C. HORIZ.& VERT.1 1/2"CAST STONE SILL; SHAPE: CS-2SLOPE•1 1/2" RIGID INSULATION•5/8" EXT. GYP. SHEATHING•1 1/2" SPRAY APPLIED INSULATION•6" CFMF WALL PANEL•5/8" GYP. WALL BOARDGRIDCAST STONE ANCHOR; GALVANIZEDT.O.C.SEALANTACM PANEL SYSTEM - BASIS OFDESIGN: ALUCOIL EVO PANELSRAINSCREEN ATTACHEMENT; BOD:KNIGHT-WALL HCI GIRTTAPE COUNTER FLASHING OVERTERMINATION BAR AT TOP EDGE OFFLASHININGMETAL THRU-WALL FLASHING;FINISHED TO MATCH ADJACENTMETAL PANEL3/4"1"EXTEND GYP. TO UNDERSIDE OFDECK & FIRE CAULKCONC. OVER MTL DECK;REF. STRUCT.MTL ANGLE FOR CEILINGATTACHMENT AS REQ'DACOUSTIC SEALANT; REF. SHEET A1.08FLOOR FINISH & BASE AS SPEC.GYP. CEILING ON HANGERSYSTEMBENT PLATE POUR STOP; REF.STRUCT. DWGS.•1 1/2" RIGID INSULATION•5/8" EXT. GYP. SHEATHING•1 1/2" SPRAY APPLIED INSULATION•6" CFMF WALL PANEL•5/8" GYP. WALL BOARDSEALANTACM PANEL SYSTEM - BASIS OFDESIGN: ALUCOIL EVO PANELSRAINSCREEN ATTACHEMENT; BOD:KNIGHT-WALL HCI GIRTTAPE COUNTER FLASHING OVERTERMINATION BAR AT TOP EDGE OFFLASHININGMETAL THRU-WALL FLASHING;FINISHED TO MATCH ADJACENTMETAL PANEL3/4"1"1 1/2"CAST STONE SILL;SHAPE: CS-1SLOPEFACE BRICK;ECONOMY SIZESEALANTCOMPRESSIBLEMATERIAL; MIN. 1/4" THICKMASONRY ANCHOR; 16"O.C. HORIZ. & VERT.SELF-ADHERING FLEXIBLEFLASHING; CONTINUOUSOVER RIGID INSULATION &STEEL ANGLENON-CONTINUOUSCOMPRESSIBLE SHIMSTEEL ANGLE FOR CASTSTONE SUPPORT; REF.STRUCT. DWG'S.STRAP ANCHORPIN ANCHORGRIDT.O.C.EXTEND GYP. TO UNDERSIDE OFDECK & FIRE CAULKCONC. OVER MTL DECK;REF. STRUCT.MTL ANGLE FOR CEILINGATTACHMENT AS REQ'DACOUSTIC SEALANT; REF. SHEET A1.08FLOOR FINISH & BASE AS SPEC.GYP. CEILING ON HANGERSYSTEMBENT PLATE POUR STOP; REF.STRUCT. DWGS.1'-3 1/2"•1 1/2" RIGID INSULATION•5/8" EXT. GYP. SHEATHING•1 1/2" SPRAY APPLIED INSULATION•6" CFMF WALL PANEL•5/8" GYP. WALL BOARDACM PANEL SYSTEM - BASIS OFDESIGN: ALUCOIL EVO PANELSRAINSCREEN ATTACHEMENT; BOD:KNIGHT-WALL HCI GIRTTAPE COUNTER FLASHING OVERTERMINATION BAR AT TOP EDGE OFTHRU-WALL FLASHININGGRIDT.O.C.EXTEND GYP. TO UNDERSIDE OFDECK & FIRE CAULKCONC. OVER MTL DECK;REF. STRUCT.MTL ANGLE FOR CEILINGATTACHMENT AS REQ'DACOUSTIC SEALANT; REF. SHEET A1.08FLOOR FINISH & BASE AS SPEC.GYP. CEILING ON HANGERSYSTEMBENT PLATE POUR STOP; REF.STRUCT. DWGS.•1 1/2" RIGID INSULATION•5/8" EXT. GYP. SHEATHING•1 1/2" SPRAY APPLIED INSULATION•6" CFMF WALL PANEL•5/8" GYP. WALL BOARD1 1/2"CAST STONE SILL;SHAPE: CS-1SLOPEFACE BRICK;ECONOMY SIZESEALANTCOMPRESSIBLEMATERIAL; MIN. 1/4" THICKMASONRY ANCHOR; 16"O.C. HORIZ. & VERT.SELF-ADHERING FLEXIBLEFLASHING; CONTINUOUSOVER RIGID INSULATION &STEEL ANGLENON-CONTINUOUSCOMPRESSIBLE SHIMSTEEL ANGLE FOR CASTSTONE SUPPORT; REF.STRUCT. DWG'S.STRAP ANCHORPIN ANCHORMETAL PANEL DRIPEDGE & WEEPSEALANTACM PANEL SYSTEM - BASISOF DESIGN: ALUCOIL EVOPANELSRAINSCREEN ATTACHEMENT;BOD: KNIGHT-WALL HCI GIRTTAPE COUNTER FLASHINGOVER TERMINATION BAR ATTOP EDGE OF FLASHININGMETAL THRU-WALL FLASHING;FINISHED TO MATCHADJACENT METAL PANEL3/4"8"GRIDT.O.C.EXTEND GYP. TO UNDERSIDE OFDECK & FIRE CAULKCONC. OVER MTL DECK;REF. STRUCT.MTL ANGLE FOR CEILINGATTACHMENT AS REQ'DACOUSTIC SEALANT; REF. SHEET A1.08FLOOR FINISH & BASE AS SPEC.GYP. CEILING ON HANGERSYSTEMBENT PLATE POUR STOP; REF.STRUCT. DWGS.•1 1/2" RIGID INSULATION•5/8" EXT. GYP. SHEATHING•1 1/2" SPRAY APPLIED INSULATION•6" CFMF WALL PANEL•5/8" GYP. WALL BOARDACM PANEL SYSTEM -BASIS OF DESIGN:ALUCOIL EVO PANELSRAINSCREENATTACHMENT (BOD:KNIGHT WALL - HCISYSTEM)REVEAL JOINT3/4"8"9/16"GRIDT.O.C.EXTEND GYP. TO UNDERSIDE OFDECK & FIRE CAULKCONC. OVER MTL DECK;REF. STRUCT.MTL ANGLE FOR CEILINGATTACHMENT AS REQ'DACOUSTIC SEALANT; REF. SHEET A1.08FLOOR FINISH & BASE AS SPEC.GYP. CEILING ON HANGERSYSTEMBENT PLATE POUR STOP; REF.STRUCT. DWGS.•1 1/2" RIGID INSULATION•5/8" EXT. GYP. SHEATHING•1 1/2" SPRAY APPLIED INSULATION•6" CFMF WALL PANEL•5/8" GYP. WALL BOARDACM PANEL SYSTEM -BASIS OF DESIGN:ALUCOIL EVO PANELSRAINSCREENATTACHMENT (BOD:KNIGHT WALL - HCISYSTEM)REVEAL JOINT3/4"8"9/16"GRIDT.O.C.2"3 5/8"3 5/8"5 5/8"2 3/4"1/2"3/8"CUT DRIP EDGE2"8"3 5/8"10"2 3/4"1/2"3/8"CUT DRIP EDGEEXTEND GYP. TO UNDERSIDE OFDECK & FIRE CAULKCONC. OVER MTL DECK;REF. STRUCT.FLOOR FINISH & BASE AS SPEC.BENT PLATE POUR STOP; REF.STRUCT. DWGS.FACE BRICK;ECONOMY SIZETAPE COUNTER FLASHINGOVER TERMINATION BARAT TOP EDGE OF THRU-WALL FLASHININGTHRU-WALL METALFLASHING W/ DRIP EDGECAVITY DRAINAGE MESHWEEP AT BRICK; 24" O.C.MAX.SEALANTCOMPRESSIBLEMATERIAL; MIN. 1/4" THICKMASONRY ANCHOR; 16"O.C. HORIZ. & VERT.AT PILASTER1'-0"•1 1/2" RIGID INSULATION•5/8" EXT. GYP. SHEATHING•1 1/2" SPRAY APPLIED INSULATION•6" CFMF WALL PANEL•5/8" GYP. WALL BOARDGRIDT.O.C.MTL ANGLE FOR CEILINGATTACHMENT AS REQ'DEXTERIOR MTL SOFFITPANEL ON RAINSCREENATTACHEMENT OVEREXT. GYP. AND CEILINGHANGER SYSTEMFLOOR FINISH & BASE AS SPEC.BENT PLATE POUR STOP; REF.STRUCT. DWGS.•1 1/2" RIGID INSULATION•5/8" EXT. GYP. SHEATHING•1 1/2" SPRAY APPLIED INSULATION•6" CFMF WALL PANEL•5/8" GYP. WALL BOARDROWLOCK OVERSOLDIER BRICKCOURSESLOPEFACE BRICK;ECONOMY SIZEMASONRY ANCHOR; 16"O.C. HORIZ. & VERT.SELF-ADHERING FLEXIBLEFLASHING; CONTINUOUSOVER RIGID INSULATION &STEEL ANGLENON-CONTINUOUSCOMPRESSIBLE SHIMSTEEL ANGLE FOR CASTSTONE SUPPORT; REF.STRUCT. DWG'S.METAL PANEL DRIPEDGE & WEEPSEALANTACM PANEL SYSTEM - BASISOF DESIGN: ALUCOIL EVOPANELSRAINSCREEN ATTACHEMENT;BOD: KNIGHT-WALL HCI GIRTTAPE COUNTER FLASHINGOVER TERMINATION BAR ATTOP EDGE OF FLASHININGMETAL THRU-WALL FLASHING;FINISHED TO MATCHADJACENT METAL PANEL3/4"8"GRIDT.O.C.TAPE FLASHING OVER MTLDRIP EDGEMTL ANGLE FOR CEILINGATTACHMENT AS REQ'DEXTERIOR MTL SOFFITPANEL ON RAINSCREENATTACHEMENT OVEREXT. GYP. AND CEILINGHANGER SYSTEMISSUE FOR PRICING / BIDDING:DRAWN BY:AOR:The architectural works depictedherein are the sole property ofHumphreys & Partners UrbanArchitecture, L.P. and may not beconstructed or used without its expresswritten permission. No permission tomodify or reproduce any of thearchitectural works, including withoutlimitation the e construction of anybuilding, is expressed or should beimplied from delivery of preliminarydrawings or unsealed constructiondrawings. Permission to construct thebuilding depicted in sealedconstruction drawings is expresslyconditioned on the full and timelypayment of all fees otherwise dueHumphreys & Partners Architects, L.P.and, in the absence of any writtenagreement to the contrary, is limited toa one-time use One he site indicatedon these plans.HUMPHREYS & PARTNERSURBAN ARCHITECTURE, L.P.5339 ALPHA ROAD * SUITE 300* DALLAS, TX 75240T: (972) 701-9636 F: (972) 701-9639DALLAS * NEWPORT BEACH * NEW ORLEANS *ORLANDO * CHENNAI * MONTEVIDEOCopyright 2017 - Humphreys & Partners Urban Architecture, L.P.All Rights ReservedISSUE FOR PERMIT APPLICATION:ISSUE FOR CONSTRUCTION:DESIGNED BY:PLOT DATEwww.humphreys.comSHEET CONTENTSSHEET NUMBERSCALE---As indicatedA7.12DETAILS -SECTIONNEWMAN DEVELOPMENT GROUPCITY CENTREBH16077PERMIT ISSUE (07/10/2017)SBMCITHACA, NY07/10/201707/10/2017 1 1/2" = 1'-0"1EXT. FLR/CLG DETAIL - BRICK 1 1/2" = 1'-0"2EXT. FLR/CLG DETAIL - BRICK PILASTER 1 1/2" = 1'-0"3EXT. FLR/CLG DETAIL - ACM PANEL 1 1/2" = 1'-0"4EXT. FLR/CLG DETAIL - ACM PANEL BUMP-OUT 1 1/2" = 1'-0"5EXT. FLR/CLG DETAIL - METAL PANEL 1 1/2" = 1'-0"6EXT. FLR/CLG DETAIL - MTL PANEL BUMP-OUT 1 1/2" = 1'-0"7EXT. FLR/CLG DETAIL - MTL PANEL W/BANDING 1 1/2" = 1'-0"8EXT. FLR/CLG DETAIL - MTL PANEL / BRICK & CS SILL 1 1/2" = 1'-0"9EXT. FLR/CLG DETAIL - MTL PANEL / BRICK BUMP & CS SILL 1 1/2" = 1'-0"10EXT. FLR/CLG DETAIL - ACM PANEL / BRICK & CS SILL 1 1/2" = 1'-0"11EXT. FLR/CLG DETAIL - ACM PANEL / BRICK BUMP & CS SILL 1 1/2" = 1'-0"12EXT. FLR/CLG DETAIL - ACM PANEL / MTL PANEL 1 1/2" = 1'-0"13EXT. FLR/CLG DETAIL - ACM PANEL BUMP / CS-BRICK BUMP SILL 1 1/2" = 1'-0"15EXT. FLR/CLG DETAIL - ACM PANEL BUMP / GLAZING SYSTEM 1 1/2" = 1'-0"14EXT. FLR/CLG DETAIL - ACM PANEL BUMP / MTL PANEL 6" = 1'-0"16.2CAST STONE DTL - CS-2 SHAPE 6" = 1'-0"16.1CAST STONE DTL - CS-1 SHAPE 1 1/2" = 1'-0"17EXT. FLR/SOFFIT DETAIL - BRICK PILASTER 1 1/2" = 1'-0"18EXT. FLR/CLG DETAIL - ACM PANEL BUMP / BRICK BUMP SILLREVISION SCHEDULENO: DATE: DESCRIPTION: GRIDT.O.C.FACE BRICK;ECONOMY SIZETAPE COUNTERFLASHING OVERTERMINATION BARAT TOP EDGE OFTHRU-WALLFLASHININGTHRU-WALLMETALFLASHING W/DRIP EDGECAVITYDRAINAGE MESHSEALANTMASONRYANCHOR; 16" O.C.HORIZ. & VERT.7 5/8"CONC. OVERMTL DECK;REF. STRUCT.FLOORFINISH &BASE ASSPEC.BENT PLATE POURSTOP; REF. STRUCT.DWGS.STEEL COLUMN;REF. STRUCTMTL ANGLE FORCEILINGATTACHMENT ASREQ'DGYP. CEILINGON HANGERSYSTEMSTEEL HANGER RODAT LEVEL 02; SEALALL PENETRATIONSGRIDT.O.C.FACE BRICK; ECONOMY SIZESEALANTACM PANEL SYSTEMRAINSCREENATTACHEMENTTAPE COUNTERFLASHING OVERTERMINATION BAR ATTOP EDGE OF MTLTHRU-WALLFLASHININGCONC. OVERMTL DECK;REF. STRUCT.FLOORFINISH &BASE ASSPEC.BENT PLATE POURSTOP; REF. STRUCT.DWGS.STEEL COLUMN;REF. STRUCTMTL ANGLE FORCEILINGATTACHMENT ASREQ'DGYP. CEILINGON HANGERSYSTEMROWLOCK OVER SOLDIERBRICK COURSEFIRE-RESISTANT MATERIALAT OPENINGSFACE BRICK AT PILASTERBEYONDWEEP AT BRICK; 16" O.C. MAX.COMPRESSIBLE MATERIAL;MIN. 1/4" THICKMASONRY ANCHOR; 16"O.C. HORIZ. & VERT.GRIDT.O.C.2 3/4"SILL AT BRICKEXTEND GYP. TOUNDERSIDE OF DECK &FIRE CAULKCONC. OVER MTL DECK;REF. STRUCT.MTL ANGLEFOR CEILINGATTACHMENTAS REQ'DACOUSTIC SEALANT;REF. SHEET A1.07GYP. CEILING ONHANGERSYSTEMWRAP STRAIGHT FLASHINGOVER BEAM ONTO CONT.INSULATION2 3/4"A2.2217SimA2.2220SimGRIDT.O.C.2 3/4"WEEP AT BRICK; 16" O.C. MAX.COMPRESSIBLE MATERIAL;MIN. 1/4" THICKMASONRY ANCHOR; 16"O.C. HORIZ. & VERT.SILL AT BRICKEXTEND GYP. TOUNDERSIDE OF DECK &FIRE CAULKCONC. OVER MTL DECK;REF. STRUCT.MTL ANGLEFOR CEILINGATTACHMENTAS REQ'DACOUSTIC SEALANT;REF. SHEET A1.07GYP. CEILING ONHANGERSYSTEMWRAP STRAIGHT FLASHINGOVER BEAM ONTO CONT.INSULATIONA2.2217Sim2 3/4"A2.2220SimGRIDT.O.C.EXTEND GYP. TO UNDERSIDE OFDECK & FIRE CAULKCONC. OVER MTL DECK;REF. STRUCT.MTL ANGLE FOR CEILINGATTACHMENT AS REQ'DACOUSTIC SEALANT; REF. SHEET A1.08FLOOR FINISH & BASE AS SPEC.GYP. CEILING ON HANGERSYSTEMBENT PLATE POUR STOP; REF.STRUCT. DWGS.•1 1/2" RIGID INSULATION•5/8" EXT. GYP. SHEATHING•1 1/2" SPRAY APPLIED INSULATION•6" CFMF WALL PANEL•5/8" GYP. WALL BOARDEXTERIOR MTL SOFFIT PANEL ONRAINSCREEN ATTACHEMENT OVER EXT.GYP. AND CEILING HANGER SYSTEMSEALANTMTL PANEL CLOSER &STARTER TRACKMTL PANEL SYSTEM - BASIS OFDESIGN: OVERLY DIMENSION XPTAPE COUNTER FLASHING OVERTERMINATION BAR AT TOP EDGE OFFLASHININGRAINSCREEN ATTACHEMENT; BOD:KNIGHT-WALL HCI GIRTFACE BRICK; ECONOMY SIZETAPE COUNTER FLASHING OVERTERMINATION BAR AT TOP EDGE OFTHRU-WALL FLASHININGTHRU-WALL METAL FLASHING W/DRIP EDGECAVITY DRAINAGE MESHWEEP AT BRICK; 24" O.C. MAX.SEALANTCOMPRESSIBLE MATERIAL;MIN. 1/4" THICK7 5/8"REVEAL JOINTGRIDT.O.C.EXTEND GYP. TO UNDERSIDE OFDECK & FIRE CAULKCONC. OVER MTL DECK;REF. STRUCT.MTL ANGLE FOR CEILINGATTACHMENT AS REQ'DACOUSTIC SEALANT; REF. SHEET A1.08FLOOR FINISH & BASE AS SPEC.GYP. CEILING ON HANGERSYSTEMBENT PLATE POUR STOP; REF.STRUCT. DWGS.•1 1/2" RIGID INSULATION•5/8" EXT. GYP. SHEATHING•1 1/2" SPRAY APPLIED INSULATION•6" CFMF WALL PANEL•5/8" GYP. WALL BOARDEXTERIOR MTL SOFFIT PANEL ONRAINSCREEN ATTACHEMENT OVER EXT.GYP. AND CEILING HANGER SYSTEMSEALANTMTL PANEL CLOSER &STARTER TRACKMTL PANEL SYSTEM - BASIS OFDESIGN: OVERLY DIMENSION XPTAPE COUNTER FLASHING OVERTERMINATION BAR AT TOP EDGE OFFLASHININGRAINSCREEN ATTACHEMENT; BOD:KNIGHT-WALL HCI GIRTISSUE FOR PRICING / BIDDING:DRAWN BY:AOR:The architectural works depictedherein are the sole property ofHumphreys & Partners UrbanArchitecture, L.P. and may not beconstructed or used without its expresswritten permission. No permission tomodify or reproduce any of thearchitectural works, including withoutlimitation the e construction of anybuilding, is expressed or should beimplied from delivery of preliminarydrawings or unsealed constructiondrawings. Permission to construct thebuilding depicted in sealedconstruction drawings is expresslyconditioned on the full and timelypayment of all fees otherwise dueHumphreys & Partners Architects, L.P.and, in the absence of any writtenagreement to the contrary, is limited toa one-time use One he site indicatedon these plans.HUMPHREYS & PARTNERSURBAN ARCHITECTURE, L.P.5339 ALPHA ROAD * SUITE 300* DALLAS, TX 75240T: (972) 701-9636 F: (972) 701-9639DALLAS * NEWPORT BEACH * NEW ORLEANS *ORLANDO * CHENNAI * MONTEVIDEOCopyright 2017 - Humphreys & Partners Urban Architecture, L.P.All Rights ReservedISSUE FOR PERMIT APPLICATION:ISSUE FOR CONSTRUCTION:DESIGNED BY:PLOT DATEwww.humphreys.comSHEET CONTENTSSHEET NUMBERSCALE--- 1 1/2" = 1'-0"A7.13DETAILS -SECTIONNEWMAN DEVELOPMENT GROUPCITY CENTREBH16077PERMIT ISSUE (07/10/2017)DesignerMCITHACA, NY07/10/201707/10/2017 1 1/2" = 1'-0"1EXT. FLR/CLG DETAIL - BRICK RADIUS AT PILASTER 1 1/2" = 1'-0"2EXT. FLR/CLG DETAIL - ACM RADIUS AT PILASTER 1 1/2" = 1'-0"3EXT. FLR/CLG DETAIL - BRICK RADIUS AT INSET 1 1/2" = 1'-0"4EXT. FLR/CLG DETAIL - ACM RADIUS AT INSET 1 1/2" = 1'-0"5EXT. FLR/CLG DETAIL - BRICK W/SOFFIT 1 1/2" = 1'-0"6EXT. FLR/CLG DETAIL - METAL PANEL W/SOFFITREVISION SCHEDULENO: DATE: DESCRIPTION: ROOF MEMBRANE; AS SPEC. OVER(2) 3.5" RIGID ROOF INSULATIONBOARDSMEMBRANE OVERLAP SEQUENCEBY ROOF MEMBRANE MANUF.VAPOR BARRIERCONT. MTL CLEATPRE-FINISHED MTL COPING ;NO NAILS ON HORIZ.SURFACESSLOPE TO DRAIN: 1/4" /FT.FIRE-TREATED PLYWOODSHEATHING AND RIPPED FRAMINGTO FORM SLOPEEXTEND ROOF MEMBRANEUP AND OVER PARAPETSELF-ADHERING FLASHINGTAPE AT TOP EDGE OFINSULATION AND PARAPETMTL PANEL SYSTEM - BASIS OFDESIGN: OVERLY DIMENSION XPRAINSCREEN ATTACHEMENT; BOD:KNIGHT-WALL HCI GIRTREVEAL JOINTSTARTER TRACK1/2"1 1/2"EXTEND GYP. TOUNDERSIDE OF DECK &FIRE CAULKCONC. OVER MTL DECKSLOPED TO DRAIN; REF.STRUCT.MTL ANGLE FOR CEILINGATTACHMENT AS REQ'DACOUSTIC SEALANT; REF. SHEET A1.08GYP. CEILING ON HANGERSYSTEMGRIDT.O.C.ROOF MEMBRANE; AS SPEC. OVER(2) 3.5" RIGID ROOF INSULATIONBOARDSMEMBRANE OVERLAP SEQUENCEBY ROOF MEMBRANE MANUF.VAPOR BARRIERACM PARAPET CAPSLOPE TO DRAIN: 1/4" /FT.FIRE-TREATED PLYWOODSHEATHING AND BLOCKING TOFORM SLOPEEXTEND ROOF MEMBRANEUP AND OVER PARAPETSELF-ADHERING FLASHINGTAPE AT TOP EDGE OFINSULATION AND PARAPET18 GA GALV. SUPPORTACM PANEL SYSTEM -BASIS OF DESIGN:ALUCOIL EVO PANELSRAINSCREENATTACHMENT (BOD:KNIGHT WALL - HCISYSTEM)REVEAL JOINT3/4"8"9/16"EXTEND GYP. TOUNDERSIDE OF DECK &FIRE CAULKCONC. OVER MTL DECKSLOPED TO DRAIN; REF.STRUCT.MTL ANGLE FOR CEILINGATTACHMENT AS REQ'DACOUSTIC SEALANT; REF. SHEET A1.08GYP. CEILING ON HANGERSYSTEMGRIDT.O.C.3'-6" - TO TOP OF PARAPET STRUCTUREROOF MEMBRANE; AS SPEC. OVER(2) 3.5" RIGID ROOF INSULATIONBOARDSMEMBRANE OVERLAP SEQUENCEBY ROOF MEMBRANE MANUF.VAPOR BARRIERACM PARAPET CAPSLOPE TO DRAIN: 1/4" /FT.FIRE-TREATED PLYWOODSHEATHING AND BLOCKING TOFORM SLOPEEXTEND ROOF MEMBRANEUP AND OVER PARAPETSELF-ADHERING FLASHINGTAPE AT TOP EDGE OFINSULATION AND PARAPETACM PANEL SYSTEM -BASIS OF DESIGN:ALUCOIL EVO PANELSRAINSCREENATTACHMENT (BOD:KNIGHT WALL - HCISYSTEM)REVEAL JOINT3/4"8"9/16"18 GA GALV. SUPPORTEXTEND GYP. TOUNDERSIDE OF DECK &FIRE CAULKCONC. OVER MTL DECKSLOPED TO DRAIN; REF.STRUCT.MTL ANGLE FOR CEILINGATTACHMENT AS REQ'DACOUSTIC SEALANT; REF. SHEET A1.08GYP. CEILING ON HANGERSYSTEMGRIDT.O.C.5'-0" - TO TOP OF PARAPET STRUCTUREROOF MEMBRANE; AS SPEC. OVER(2) 3.5" RIGID ROOF INSULATIONBOARDSMEMBRANE OVERLAP SEQUENCEBY ROOF MEMBRANE MANUF.VAPOR BARRIERCONT. MTL CLEATPRE-FINISHED MTL COPING ;NO NAILS ON HORIZ.SURFACESSLOPE TO DRAIN: 1/4" /FT.FIRE-TREATED PLYWOODSHEATHING AND RIPPED FRAMINGTO FORM SLOPEEXTEND ROOF MEMBRANEUP AND OVER PARAPETSELF-ADHERING FLASHINGTAPE AT TOP EDGE OFINSULATION AND PARAPETMTL PANEL SYSTEM - BASIS OFDESIGN: OVERLY DIMENSION XPRAINSCREEN ATTACHEMENT; BOD:KNIGHT-WALL HCI GIRTREVEAL JOINTSTARTER TRACKEXTEND GYP. TOUNDERSIDE OF DECK &FIRE CAULKCONC. OVER MTL DECKSLOPED TO DRAIN; REF.STRUCT.MTL ANGLE FOR CEILINGATTACHMENT AS REQ'DACOUSTIC SEALANT; REF. SHEET A1.08GYP. CEILING ON HANGERSYSTEMGRIDT.O.C.11'-6" - TO TOP OF PARAPET STRUCTUREROOF MEMBRANE; AS SPEC. OVER(2) 3.5" RIGID ROOF INSULATIONBOARDSMEMBRANE OVERLAP SEQUENCEBY ROOF MEMBRANE MANUF.VAPOR BARRIERACM PANEL SYSTEM -BASIS OF DESIGN:ALUCOIL EVO PANELSRAINSCREENATTACHMENT (BOD:KNIGHT WALL - HCISYSTEM)REVEAL JOINT3/4"4"9/16"ACM PARAPET CAPSLOPE TO DRAIN: 1/4" /FT.FIRE-TREATED PLYWOODSHEATHING AND BLOCKINGTO FORM SLOPEEXTEND ROOF MEMBRANEUP AND OVER PARAPETSELF-ADHERING FLASHINGTAPE AT TOP EDGE OFINSULATION AND PARAPET18 GA GALV. SUPPORTEXTEND GYP. TOUNDERSIDE OF DECK &FIRE CAULKCONC. OVER MTL DECKSLOPED TO DRAIN; REF.STRUCT.MTL ANGLE FOR CEILINGATTACHMENT AS REQ'DACOUSTIC SEALANT; REF. SHEET A1.08GYP. CEILING ON HANGERSYSTEMGRIDT.O.C.11'-6" - TO TOP OF PARAPET STRUCURECONC. OVER MTL DECK;REF. STRUCT.GYP. CEILING ON FURRINGCHANNELFULLY ADHERED ROOFMEMBRANE; AS SPEC. OVER (2)3.5" RIGID ROOF INSULATIONBOARDS; SLOPED TO DRAIN MIN.1/4" PER 1'-0"MEMBRANE OVERLAPSEQUENCE BY ROOFMEMBRANE MANUF.VAPOR BARRIER OVERSLOPED TOPPING SLABPRE-FINISHED MTL COPING;ALIGNED WITH METALPANEL SYSTEMSLOPE TO DRAIN: 1/4" /FT.FIRE-TREATED PLYWOODSHEATHING AND BLOCKING TOFORM SLOPEEXTEND ROOF MEMBRANEUP AND OVER PARAPETPAVER SYSTEMWATERPROOFINGMEMBRANEWATER STOP42" HIGH RAILING; ATTACHED TOCONCRETE CURB; REF. STRUCT.METAL PANEL BANDING (TRIM)REVEAL JOINTRAINSCREEN ATTACHEMENT; BOD:KNIGHT-WALL HCI REVEAL GIRT1 1/2"REVEAL JOINTGRIDT.O.C.FLOOR FINISH & BASE AS SPEC.BENT PLATE POUR STOP; REF.STRUCT. DWGS.•1 1/2" RIGID INSULATION•5/8" EXT. GYP. SHEATHING•1 1/2" SPRAY APPLIED INSULATION•6" CFMF WALL PANEL•5/8" GYP. WALL BOARDACM PANEL SYSTEM - BASIS OFDESIGN: ALUCOIL EVO PANELSRAINSCREEN ATTACHMENT (BOD:KNIGHT WALL - HCI SYSTEM)CONC. OVER MTL DECK;REF. STRUCT.GYP. CEILING ON FURRINGCHANNELEXTEND GYP. TO UNDERSIDE OFDECK & FIRE CAULKCONC. OVER MTL DECK;REF. STRUCT.MTL ANGLE FOR CEILINGATTACHMENT AS REQ'DGYP. CEILING ON HANGERSYSTEMCONC. OVER MTL DECK;REF. STRUCT.GYP. CEILING ON FURRINGCHANNELFULLY ADHERED ROOFMEMBRANE; AS SPEC. OVER (2)3.5" RIGID ROOF INSULATIONBOARDS; SLOPED TO DRAIN MIN.1/4" PER 1'-0"MEMBRANE OVERLAPSEQUENCE BY ROOFMEMBRANE MANUF.VAPOR BARRIER OVERSLOPED TOPPING SLABPAVER SYSTEMWATERPROOFINGMEMBRANEWATER STOP42" HIGH RAILING; ATTACHED TOCONCRETE CURB; REF. STRUCT.ACM PANEL SYSTEM - BASIS OFDESIGN: ALUCOIL EVO PANELSRAINSCREEN ATTACHMENT (BOD:KNIGHT WALL - HCI SYSTEM)REVEAL JOINT1"GRIDT.O.C.10"CONC. OVER MTL DECK;REF. STRUCT.GYP. CEILING ON FURRINGCHANNELFULLY ADHERED ROOFMEMBRANE; AS SPEC. OVER (2)3.5" RIGID ROOF INSULATIONBOARDS; SLOPED TO DRAIN MIN.1/4" PER 1'-0"MEMBRANE OVERLAPSEQUENCE BY ROOFMEMBRANE MANUF.VAPOR BARRIER OVERSLOPED TOPPING SLABPAVER SYSTEMWATERPROOFINGMEMBRANEWATER STOPACM PANEL SYSTEM - BASIS OFDESIGN: ALUCOIL EVO PANELSRAINSCREEN ATTACHMENT (BOD:KNIGHT WALL - HCI SYSTEM)REVEAL JOINT1"GRIDT.O.C.10"ISSUE FOR PRICING / BIDDING:DRAWN BY:AOR:The architectural works depictedherein are the sole property ofHumphreys & Partners UrbanArchitecture, L.P. and may not beconstructed or used without its expresswritten permission. No permission tomodify or reproduce any of thearchitectural works, including withoutlimitation the e construction of anybuilding, is expressed or should beimplied from delivery of preliminarydrawings or unsealed constructiondrawings. Permission to construct thebuilding depicted in sealedconstruction drawings is expresslyconditioned on the full and timelypayment of all fees otherwise dueHumphreys & Partners Architects, L.P.and, in the absence of any writtenagreement to the contrary, is limited toa one-time use One he site indicatedon these plans.HUMPHREYS & PARTNERSURBAN ARCHITECTURE, L.P.5339 ALPHA ROAD * SUITE 300* DALLAS, TX 75240T: (972) 701-9636 F: (972) 701-9639DALLAS * NEWPORT BEACH * NEW ORLEANS *ORLANDO * CHENNAI * MONTEVIDEOCopyright 2017 - Humphreys & Partners Urban Architecture, L.P.All Rights ReservedISSUE FOR PERMIT APPLICATION:ISSUE FOR CONSTRUCTION:DESIGNED BY:PLOT DATEwww.humphreys.comSHEET CONTENTSSHEET NUMBERSCALE--- 1 1/2" = 1'-0"A7.14DETAILS -SECTIONNEWMAN DEVELOPMENT GROUPCITY CENTREBH16077PERMIT ISSUE (07/10/2017)DesignerMCITHACA, NY07/10/201707/10/2017 1 1/2" = 1'-0"5EXT. ROOF/CLG DETAIL - MTL PANEL PARAPET 1 1/2" = 1'-0"2EXT. ROOF/CLG DETAIL - ACM (LOW) PARAPET 1 1/2" = 1'-0"1EXT. ROOF/CLG DETAIL - ACM (HIGH) PARAPET 1 1/2" = 1'-0"3EXT. ROOF/CLG DETAIL - MTL PANEL BUMP PARAPET 1 1/2" = 1'-0"4EXT. ROOF/CLG DETAIL - ACM AT CONC. 1 1/2" = 1'-0"6EXT. ROOF/CLG DETAIL - MTL PANEL AT BALCONY 1 1/2" = 1'-0"7EXT. ROOF/CLG DETAIL - WALL AT BALCONY 1 1/2" = 1'-0"8EXT. ROOF/CLG DETAIL - MTL PANEL AT PATIO - 1 1 1/2" = 1'-0"9EXT. ROOF/CLG DETAIL - MTL PANEL AT PATIO - 2REVISION SCHEDULENO: DATE: DESCRIPTION: FACE BRICK; ECONOMY SIZEGRIDT.O.C.CONC. OVER MTL DECK;REF. STRUCT.MTL ANGLE FOR CEILINGATTACHMENT AS REQ'DEXTERIOR MTL SOFFITPANEL ON RAINSCREENATTACHEMENT OVEREXT. GYP. AND CEILINGHANGER SYSTEMSLOPERELIEF ANGLE; REF. STRUCT. DWG'S FOR SIZE1/2"GALV. MTL DRIP EDGEWEEP AT BRICK; 16" O.C. MAX.FLEXIBLE FLASHING OVER LINTEL & DRIP EDGECAVITY DRAINAGE MESHTERMINATION BAR OVER FLEXIBLE FLASHINGTAPE COUNTER FLASHING OVER TERMINATION BARMTL SOFFIT FLASHINGBRICK PILASTER / COLUMN BEYONDSTOREFRONT ASSCHEDULEDFINISH FLOOR AS SPEC.2 1/2"SILL AT BRICKCANOPY GLAZING ONSUPPORT BRACKETSCHANNEL SHAPE CROSS BRACING LAYEDFLAT FOR BRACKET ATTACHMENTTAPERED BEAM, THRU WALL TO COLUMNATTACHMENT. SEALED AT PENETRATIONSTHROUGH BRICK FACECHANNEL SHAPEANGLED CROSSBRACINGHANGER AND RODCANOPY ATTACHEMENTCHANNEL SHAPERADIAL FASCIA BEAMGRIDT.O.C.FACE BRICK; ECONOMY SIZETAPE COUNTER FLASHING OVERTERMINATION BAR AT TOP EDGE OFTHRU-WALL FLASHINING7 5/8"CONC. OVER MTL DECK;REF. STRUCT.FLOOR FINISH &BASE AS SPEC.RADIUL BENT PLATE POURSTOP; REF. STRUCT. DWGS.TAPERED BEAM, THRU WALL TOCOLUMN ATTACHMENT; SEALED ATPENETRATIONS THROUGH BRICKFACESTEEL COLUMN; REF. STRUCT FORSIZESTEEL BEAM; W/ SPRAY APPLIEDCEMENTITIOUS FIREPROOFINGPER ASSEMBLYSTEEL COLUMN; REF. STRUCTMTL ANGLE FOR CEILINGATTACHMENT AS REQ'DEXTERIOR MTL SOFFITPANEL ON RAINSCREENATTACHEMENT OVEREXT. GYP. AND CEILINGHANGER SYSTEMSLOPECANOPY GLAZING ONSUPPORT BRACKETSCHANNEL SHAPE CROSS BRACING LAYEDFLAT FOR BRACKET ATTACHMENTTAPERED BEAM, THRU WALL TO COLUMNATTACHMENT. SEALED AT PENETRATIONSTHROUGH BRICK FACECHANNEL SHAPEANGLED CROSSBRACINGHANGER AND RODCANOPY ATTACHEMENTCHANNEL SHAPERADIAL FASCIA BEAMISSUE FOR PRICING / BIDDING:DRAWN BY:AOR:The architectural works depictedherein are the sole property ofHumphreys & Partners UrbanArchitecture, L.P. and may not beconstructed or used without its expresswritten permission. No permission tomodify or reproduce any of thearchitectural works, including withoutlimitation the e construction of anybuilding, is expressed or should beimplied from delivery of preliminarydrawings or unsealed constructiondrawings. Permission to construct thebuilding depicted in sealedconstruction drawings is expresslyconditioned on the full and timelypayment of all fees otherwise dueHumphreys & Partners Architects, L.P.and, in the absence of any writtenagreement to the contrary, is limited toa one-time use One he site indicatedon these plans.HUMPHREYS & PARTNERSURBAN ARCHITECTURE, L.P.5339 ALPHA ROAD * SUITE 300* DALLAS, TX 75240T: (972) 701-9636 F: (972) 701-9639DALLAS * NEWPORT BEACH * NEW ORLEANS *ORLANDO * CHENNAI * MONTEVIDEOCopyright 2017 - Humphreys & Partners Urban Architecture, L.P.All Rights ReservedISSUE FOR PERMIT APPLICATION:ISSUE FOR CONSTRUCTION:DESIGNED BY:PLOT DATEwww.humphreys.comSHEET CONTENTSSHEET NUMBERSCALE--- 1 1/2" = 1'-0"A7.15DETAILS -SECTIONNEWMAN DEVELOPMENT GROUPCITY CENTREBH16077PERMIT ISSUE (07/10/2017)DesignerMCITHACA, NY07/10/201707/10/2017 1 1/2" = 1'-0"1EXT. FLR/CLG DETAIL - CUSTOM CANOPY AT INSET 1 1/2" = 1'-0"2EXT. FLR/CLG DETAIL - CUSTOM CANOPY AT PILASTER33D - STEEL AND GLASS CANOPY63D - METAL CANOPYREVISION SCHEDULENO: DATE: DESCRIPTION: 8'-10 1/2"8"3'-4"2'-11 1/4"3'-0"2'-11 1/4"MTL ANGLE WALLCONNECTION; REF. STRUCTMTL ANGLE WALLCONNECTION; REF. STRUCT2"x2" SPACED WELDED WIRE MESHT.O.C.4'-0"2"x2" ANODIZED ALUMINUM; BASIS OF DESIGN: HOLLAENDER8'-10 1/2"5"SLIDING DOOR; AS SCHED.MTL ANGLE WALLCONNECTION; REF. STRUCT.ISSUE FOR PRICING / BIDDING:DRAWN BY:AOR:The architectural works depictedherein are the sole property ofHumphreys & Partners UrbanArchitecture, L.P. and may not beconstructed or used without its expresswritten permission. No permission tomodify or reproduce any of thearchitectural works, including withoutlimitation the e construction of anybuilding, is expressed or should beimplied from delivery of preliminarydrawings or unsealed constructiondrawings. Permission to construct thebuilding depicted in sealedconstruction drawings is expresslyconditioned on the full and timelypayment of all fees otherwise dueHumphreys & Partners Architects, L.P.and, in the absence of any writtenagreement to the contrary, is limited toa one-time use One he site indicatedon these plans.HUMPHREYS & PARTNERSURBAN ARCHITECTURE, L.P.5339 ALPHA ROAD * SUITE 300* DALLAS, TX 75240T: (972) 701-9636 F: (972) 701-9639DALLAS * NEWPORT BEACH * NEW ORLEANS *ORLANDO * CHENNAI * MONTEVIDEOCopyright 2017 - Humphreys & Partners Urban Architecture, L.P.All Rights ReservedISSUE FOR PERMIT APPLICATION:ISSUE FOR CONSTRUCTION:DESIGNED BY:PLOT DATEwww.humphreys.comSHEET CONTENTSSHEET NUMBERSCALE--- 1" = 1'-0"A7.16DETAILSNEWMAN DEVELOPMENT GROUPCITY CENTREBH16077PERMIT ISSUE (07/10/2017)DesignerMCITHACA, NY07/10/201707/10/2017 1" = 1'-0"1GUARDRAIL - TYPICAL ELEVATION 1" = 1'-0"2GUARDRAIL - TYPICAL PLAN33D - TYPICAL RAILINGREVISION SCHEDULENO: DATE: DESCRIPTION: 2'-0"2'-0"24" MIN.24"POSITION PLATE 1/2" (12.7 mm)MIN. ABOVE FINISHED ROOF2" MIN.2" MIN.SCALE:N.T.S.ROOF DRAIN/OVERFLOW SUMP8"6"LINESET HOOD DETAILSCALE: 1 1/2" = 1'-0"1621SPLASH BLOCK DETAILSCALE: 1 1/2" = 1'-0"24MULTIPLE PIPES - SLOPEPIPES AWAY FROM FLASHINGTO PREVENT WATER FROMDRIPPING INTO BUILDINGDOWN PIPESSUBSTRATETPO ROOF MEMBRANEROOF MASTIC EDGE OFROOFING FELTS WITHALUMINUM COATINGSPRAYED FOAMCORROSION RESISTANTSHEET METAL SCREWS -MINIMUM 2 PER SIDE24 GAUGE GALVINEZEDIRON SHEET METALMULTIPLES PIPE ENCLOSE -SET FLANGE IN ROOFCEMENT OVER INTERPLYFELTS AND FASTEN TO DECKUSING 5/8" HAED NAILS AT3" 0.C.STAGGEREDBIRDSTOPPROVIDE 1/8" PERFOOT SLOPEFRONT VIEWISOMETRIC VIEWLAP UPPER AND UNDERHALVES WITH TOP HALFON OUTSIDEALL SEAMS SHALL HAVECONTINUOUS LEADSOLDER AT FLANGELEAD FLASHINGOVERFLOW DRAININSULATIONBEGINNING OF 1"/FT.SLOPE TAPEREDROOF DRAIN1"/ FT.SLOPE1"/ FT.SLOPEPROVIDE MIN. 3" EXTENTION AT EACH DOWNSPOUTTHEN ATTACH FASTNER THROUGH THE SEALANT.HOLD IN WALL, FILL WITH SEALANTFOR STRAP ANCHORS, PRE-DRILLCONCRETE SPLASH BLOCKABOVE BLOCK OR FINISH GRADE MAX.SPT. TURN OUT APPROX. 3-4"MTL. STRAPDOWNSPOUTSLOPEPLAN VIEWROOF24PARAPET WALLSCALE: N.T.S.22ROOF TO WALL TPO TERMINATIONSCALE: N.T.S.WALL SHEATHINGULTRAPLY TPO MEMBRANEULTRAPLY TPO BONDING ADHESIVEMETAL COUNTERFLASHING3" MIN. FACE (SEE NOTES)CONTINUOUS BEAD OF AP SEALANTOR ULTRAPLY TPO GP SEALANTUSE APPROPRIATE8" MIN. ABOVE FINISHED ROOFREQUIREDBASE TIE-INNOTES:1. INSTALL PER MFG INSTALLATIONRECOMMENDATIONS.2. REGULAR MAINTENANCE OF COUNTERFLASHING ANDSEALANTS REQUIRED.3. METAL COUNTERFLASHING SHALL BE 24 GAUGEPRE-FINISHED STEEL OR .032" MIN. ALUMINUM FORMEDWITH HEMMED LOWER EDGE.INSULATIONWALL / CURBWELDED SPLICETPO MEMBRANETPO 18" CURB FLASHING OR MEMBRANEFASTNER, PER MFGNOTES:1. INSTALL PER MFGRECOMMENDED INSTALLATION.NAIL 12" O.C. MAX- SEE NOTE #5WOOD NAILER24 GAUGE PREFINISHED METAL - SEE NOTE #4ULTRAPLY TPO MEMBRANEULTRAPLY TPO BONDING ADHESIVE8" MINIMUM24 GAUGE PREFINISHED METALNAIL 12" O.C. - SEE NOTE #1 & #2ULTRAPLY TPO BONDING ADHESIVEULTRAPLY TPO MEMBRANEREFER TO DETAIL UT-LS-1ULTRAPLY TPO MEMBRANEDECKISO 95+3" MIN21CURB DETAILSCALE: N.T.S.25PARAPET COPING DETAILSCALE: N.T.S.FIBER CEMENT PANELSEE 26/A7.04 FOR TERMINATION DETAILSLAP WEATHER RESISTANT BARRIEROVER COUNTERFLASHINGSlope1243NOTES:1.NOTCHED PATCH2.CUT MEMBRANE AND WRAP CORNERS AS SHOWN.3.INSTALL NOTCHED PATCHES AS SHOWN TOINSURE WATER TIGHT CORNERS.REFER TO MFG INSTRUCTIONS FORAPPROPRIATE LAP SEALING OPTIONS.STEP 1 STEP 2STEP 3 STEP 43" (76.2 mm) MIN.3" (76.2 mm) MIN.3" (76.2 mm) MIN.3" (76.2 mm) MIN.11FLAT ROOF AT OUTSIDE CORNERSCALE: N.T.S.FLAT ROOF AT INSIDE CORNERSCALE: N.T.S.AREA OFEMBEDDEDGRANULESMODIFIED BITUMEN CAP SHEETNOTES:REFER TO DETAILS MFG. INSTRUCTIONSFOR APPROPRIATE LAP SEALING OPTIONS.PROVIDE PLIES TO MEET20 YEAR WARANTYREQUIREMENT13SCUPPER DETAILSCALE: N.T.S.INSULATIONSUBSTRATEWALLTPO MEMBRANETPO COATED METAL SCUPPER SLEEVETPO BONDING ADHESIVEWOOD NAILER (SEE NOTES)TPO MEMBRANEAPPROPRIATE FASTENER 4" O.C. MAX.USE APPROPRIATE TERMINATIONWELDED SPLICE (SEE NOTES)NOTES:1. ROUND ALL SHEET METAL FLANGE CORNERS.2. APPLY SEALANT OVER FASTENER HEADS.3. WOOD NAILER MUST EXTEND 1/2" BEYONDMETAL FLANGE IN ALL DIRECTIONS.4. IF REINFORCEMENT IS EXPOSED,APPLICATION OF TPO CUT EDGE SEALANT ISREQUIRED.CONTINUOUS BEAD OF FIRESTONE WATERBLOCKTPO FLASHING (UNSUPPORTED) HEAT WELDED INPLACECONTINUOUS BEADOF TPO GP SEALANTOR HIGH-GRADEURETHANE SEALANTTPO BONDINGADHESIVE(ADHEREDSYSTEM ONLY)TPO FLASHING (UNSUPPORTED) HEAT WELDED INPLACEPRE-MOLDED TPOINSIDE/OUTSIDECORNER HEAT WELDEDIN PLACE (SEE NOTES)SLOTTED METALGRAVEL STOP(BALLASTED SYSTEMONLY)1-1/4" HOT DIPPED GALVANIZED ROOFNAILS 4" O.C. MAX.19PIPE PENETRATIONSCALE: N.T.S.INSULATIONPOURABLE SEALERWOOD NAILERTPO MEMBRANEPENETRATIONPENETRATIONSEALANT1" MIN.NON-SHRINKING GROUT1"METAL PENETRATION POCKET1/2" MIN.NOTES:1. INSTALL PER MFG RECOMMENDED INSTALLATION.2. WOOD NAILER MUST BE INSTALLED TO MEETAPPLICABLE BUILDING CODES OR 200 LBS PER LINEARFOOT MINIMUM IN ANY GIVEN DIRECTION.12BASIS OF DESIGN FIRESTONE 2 3/8" BARBEDSEAM PLATE WITH FIRESTONE FASTENERSAT THE SAME RATE AS THE FIELD OF THEROOF BUT NOT GREATER THAN 12" O.C.EXTEND BASE FLASHING, OR INSTALL ADDITIONALLAYER OF MEMBRANE TO ENCAPSULATE WOOD NAILER1/2" MIN.ROOF MEMBRANE AS SPECIFIED23PARAPET WALLSCALE: N.T.S.PRE-FINISHED COPING (CAP SHOULD DRAIN TOROOF SIDE)CONT. CLEAT24/A7.132" MIN.NOTES:1.DO NOT INSTALL OVER FASTENERS OR PLATES.PAVER OR EQUALPROVIDE BASE AND REDUNDANT PLIES TO MEETWARANTY REQUIREMENTS AS SPECIFIEDPROVIDE WALKPADS FROM ROOFACCESS TO CONDENSING UNITSAND AROUND CONDENSING UNITSTPO PROTECTION LAYERTPO MEMBRANETPO BONDING ADHESIVE(ADHERED SYSTEM ONLY)7N.T.S.WALK PADSN.T.S. METAL FLASHING CONDITIONFLASHING DETAIL @ OUTSIDE CORNER121DECKSUBSTRATEDECKSUBSTRATE212FOLD LINE1FOLD LINEFOLD LINEFOLD LINEFOLD THIS SECTION AT 90-DEGREES UPFOLD THIS SECTION 90-DEGREES BACKFOLD THIS SECTION AT 90-DEGREES UPFOLD THIS SECTION 90-DEGREES BACKMOVE PIECE NUMBER TO INTERSECTWITH PIECE NUMBER ONE1NOTES26-GAUGE GALVANIZED SHEET METALMINIMUM4-INCH MINIMUM SHEET METALOVERLAPSALL CORNER AND FACE LAPS FORMEDBETWEEN PIECE 1 AND 2 MUST BESOLDEREDORALL FACE LAPS MUST HAVECOMPATIBLE SEALANT SANDWICHEDBETWEEN SHEET METAL. SMEARJOINTS ARE NOT AN ACCEPTABLEPRACTICESTEP ONEFOLDING DIAGRAM PLAN VIEWSTEP TWOOUTSIDE CORNERISOMETRIC VIEWBEING PLACESTEP THREEOUTSIDE CORNERISOMETRIC VIEW IN PLACEWITH SEALANTSANDWICHED BETWEENSHEET METALUNDEROVERUNDERUNDEROVEROVERSOLID BLOCKING AT ALL FLASHINGLOCATIONS WHERE EXTERIORSHEATHING DOES NOT OCCURSOLDER SEAMS (TYP.)MAINTAIN A MINIMUM OF1/8" PER 1'-0" SLOPEHOT DIPPED, HOT-TUMBLEDGALVANIZED OR STAINLESSSTEEL RING SHANK NAILS ORSCREWS SPACED 4-INCH ONCENTER AND 4 NAILS AT SEAMS33" = 1'-0" METAL FLASHING CONDITIONFLASHING DETAIL @ INSIDE CORNERFOLD LINEFOLD LINEFOLD LINE12STEP ONEFOLDING DIAGRAM PLAN VIEWSTEP TWOFOLDING DIAGRAM PLAN VIEWBOTTOM INSIDE CORNERPINHOLE (PAY CLOSEATTENTION TO SEAL THIS AREA)CONTINUE PIECE 1 AND 2 DECK TOWALL FLASHING TO BUTT FLUSHWITH INSIDE CORNERNOTES:26- GAUGE GALVANIZED SHEETMETAL MINIMUM4-INCH MINIMUM SHEET METALOVERLAPSALL CORNER AND FACE LAPSFORMED BETWEEN PIECE 1 AND 2MUST BE SOLDEREDORALL FACE LAPS MUST HAVECOMPATIBLE SEALANT SANDWICHEDBETWEEN SHEET METAL. SMEARJOINTS ARE NOT AN ACCEPTABLEPRACTICEVERTICAL LEG OF DECK TO WALLL-SHEET METAL FLASHING EXTENDBEHIND EXTERIOR CLADDING AMINIMUM OF 3-INCHESHOT-DIPPED, HOT-TUMBLEDGALVANIZED OR STAINLESS STEELRING SHANK NAILS OR SCREWSSPACED 4-INCHES ON CENTERAND 4 NAILS AT SEAMSCONTINUE 26-GAUGE GALVANIZEDDECK TO WALL L-SHEET METALFLASHING FLUSH WITH INSIDECORNERSTEP TWOINSIDE CORNERISOMETRIC VIEWBEING POSITIONEDSTEP THREEINSIDE CORNER ISOMETRIC VIEW INPLACE WITH SEALANT SANDWICHEDBETWEEN SHEET METAL4" MIN.1221COMPATIBLESEALANT (TYP.)SOLID BLOCKING ATALLFLASHING LOCATIONSWHERE EXTERIORSHEATHINGDOES NOT OCCURSLOPE JOIST 1/8" PER1'-0" MINIMUMLAP SEALANT6"x8" WATERPROOFMEMBRANE STRIP3"x5" BASE FLASHINGEDGE OF WATERPROOFMEMBRANE ON TOP OFFLASHING SET IN LAPSEALANT (OVER FLASHINGLAP MEMBRANE STRIP)3. APPLY LAP SEALANT AT EDGESOF WATERPROOF MEMBRANE STRIP2. 6"x8" STRIP OF WATERPROOFMEMBRANE PLACED OVER FLASHING LAP1. TYPICAL 3"x5" 26 GAUGE BASEFLASHING LAP 4" MIN.NTS METAL FLASHING CONDITIONFLASHING LAP54" MIN.6"BEGINNING OF1"/FT. TAPEREDROOF DRAINSUMP1'-0"ROOF DRAINASSEMBLYFLAT ROOFINGSYSTEMAS SPEC'D4'-0"ADJUSTABLE OVERFLOWDRAIN COLLARSET TOP OF OVERFLOWSLEEVE ELEVATION 2"ABOVE ROOF DRAINELEVATIONOVER FLOWDRAIN ASSEMBLY9ROOF DRAIN/OVERFLOW DETAILSCALE: 1 1/2" = 1'-0"DECKULTRAPLY TPO MEMBRANEFIRESTONE 2 3/8"BARBED SEAM PLATESAND FASTENERS. MIN. 4 PERPENETRATION MAX.12" O.C. (SEE NOTE#5)FIELD SEAM4" 'T' JOINT COVERSEE NOTE #3ULTRAPLY TPO GENERALPURPOSE SEALANTSTAILESS STEELCLAMPING RINGSEE NOTE #420PIPE PENETRATIONSCALE: 1 1/2" = 1'-0"TAPERED INSUL.TAPERED INSUL.TPO MEMBRANE W/TAPERED POLY-ISOFOR DRAINAGE10ROOF DRAINSCALE: N.T.S.TPO MEMBRANEPT WOOD NAILERROOF DRAIN AS SPEC'ED, REF MEPINSULATIONFIRESTONE PER MFG1/2" MIN.INSULATION12"1" MAX.CONTINUOUS SEALANTNOTES:1. INSTALL DRAIN AND ROOFING MEMBRANE PER MFG RECOMMENDEDINSTALLATION. cONTRACTOR TO NOTIFY ARCHITECT IMMEDIATELY OF ANYCONFLICTS BETWEEN MANUFACTURER'S INSTALLATION RECOMMENDATIONS.2. ENSURE THAT INSULATION IS COMPATABLE WITH ROOFING MEMBRANE.3. BONDING ADHESIVE REQUIRED BETWEEN MEMBRANE AND INSULATION FORFULLY ADHERED SYSTEMS.NOTES:1. REMOVE ALL EXISTINGFLASHING, LEAD, ETC. PIPESURFACE TO BE FREE OF ALLRUST, GREASE, ETC.2. PIPE MUST BE ANCHORED TOBOTTOM SIDE OF DECK TOASSURE STABILITY.3. NON-REINFORCED FLASHING 'T'JOINT COVER, CENTERED OVERINTERSECTION.4. PRE-MILDED PIPE BOOTS MAY BECUT TO HEIGHT, NO LOWERTHAN 2" FROM FLANGE.5. FASTENERS AND PLATES NOTREQUIRED W/ BALLASTED ORADHERED SYSTEMS.NOTES:1. IF ANCHORS MUST PENETRATE COPING, EPDMWASHERS MUST BE USED.2. REFER TO DETAIL UT-BT-4 FOR HIGH WALLFLASHINGS.3. WATERTIGHT INTEGRITY OF THE WALL ANDMETAL COPING SHALL BE ENSURED ANDMAINTAINED BY OTHERS.4. FASTEN COPING IN ACCORDANCE WITHCURRENT SMACNA AND FM RECOMMENDATIONS.5. HOT DIPPED GALVANIZED NAILS 11_4" LONG W/3_8" TO1_2" DIAMETER HEAD.NOTES:1. IF ANCHORS MUST PENETRATE COPING,EPDM WASHERS MUST BE USED.2. FLASHING LAPS MUST BE OFFSET FROMFIELD LAPS A MINUMUM OF 12".3. IF FLASHING MUST EXTEND ABOVE 24" INHEIGHT, FLASHING WIDTH MUST NOTEXCEED 39" AND SHALL BE ATTACHED INSIDE LAPS AT 9" O.C.4. REFER TO A7.02 FOR WALL FINISHES ANDPARAPET CONDITIONS.NOTES:1. EPDM WASHERS MUST BE UTILIZEDWHENEVER ANCHORS PENETRATE SHEETMETAL.2. HOT DIPPED GALVANIZED NAILS 11_4" LONGW/3_8" TO1_2" DIA. HEAD.3. IF REINFORCEMENT IS EXPOSED, APPLICATION OFULTRAPLY TPO CUT EDGE SEALANT IS REQUIRED. REFER TO DETAIL UT-LS-1.4VERTICAL DIMENSION OF CURB: 10" OR 12"WOOD BLOCKINGGENERAL NOTE:1. CONTINUOUS TERMINATIONBAR ANCHORED AT 6" O.C. FORALL BASE FLASHING TERMINATION.2. VERTICAL DIMENSION OFCOPING SHOULD BE 31_2" MIN. ONTHE EXTERIOR.DISCARDCORNERDECKDECKDECKDECKISSUE FOR PRICING / BIDDING:DRAWN BY:AOR:The architectural works depictedherein are the sole property ofHumphreys & Partners UrbanArchitecture, L.P. and may not beconstructed or used without its expresswritten permission. No permission tomodify or reproduce any of thearchitectural works, including withoutlimitation the e construction of anybuilding, is expressed or should beimplied from delivery of preliminarydrawings or unsealed constructiondrawings. Permission to construct thebuilding depicted in sealedconstruction drawings is expresslyconditioned on the full and timelypayment of all fees otherwise dueHumphreys & Partners Architects, L.P.and, in the absence of any writtenagreement to the contrary, is limited toa one-time use One he site indicatedon these plans.HUMPHREYS & PARTNERSURBAN ARCHITECTURE, L.P.5339 ALPHA ROAD * SUITE 300* DALLAS, TX 75240T: (972) 701-9636 F: (972) 701-9639DALLAS * NEWPORT BEACH * NEW ORLEANS *ORLANDO * CHENNAI * MONTEVIDEOCopyright 2017 - Humphreys & Partners Urban Architecture, L.P.All Rights ReservedISSUE FOR PERMIT APPLICATION:ISSUE FOR CONSTRUCTION:DESIGNED BY:PLOT DATEwww.humphreys.comSHEET CONTENTSSHEET NUMBERSCALE--- 1 1/2" = 1'-0"A7.17DETAILSNEWMAN DEVELOPMENT GROUPCITY CENTREBH16077PERMIT ISSUE (07/10/2017)SBMCITHACA, NY07/10/201707/10/2017REVISION SCHEDULENO: DATE: DESCRIPTION: MMMMM MMMFD14A23B5678910EFGA.1B.1C.1D.1E.11.12.15.18.19.110.111.17.1K.1K.15.6L.1H.9G.1F.1H.1J.1P.1N.1S.1R.1Q.1M.11/ A4.522/ A4.541/ A4.541 / A 4 .5 61/ A4.512/ A4.522A5.012A5.011A5.011A5.011A5.021A5.022A5.022A5.025A5.233A5.023A5.021/ A4.571A5.311A5.212A5.213A5.214A5.215A5.216A5.211A5.222A5.223A5.224A5.225A5.224A5.233A5.232A5.236A5.221A5.236A5.235A5.314A5.316A5.31STOR.MAIN TELECOMRESID. TRASHTERM. ROOMSTAIR 2STAIR 1BICYCLE STOR.ELEV.1ELEV. 2FIRE PUMP RM.PARKINGRECYCLEEXTERIORSTORAGE+8' - 10 5/8"+10' - 3 3/4"+8' - 2 1/4"+8' - 1 5/8"+9' - 1 7/8"+8' - 7 7/8"+7' - 9 3/4"+9' - 11 5/8"+9' - 11 5/8"SPRAY APPLIEDINSULATION AT HATCHSPRAY APPLIEDINSULATION AT HATCHSPRAY APPLIEDINSULATION AT HATCH2A1.022A1.02ISSUE FOR PRICING / BIDDING:DRAWN BY:AOR:The architectural works depictedherein are the sole property ofHumphreys & Partners UrbanArchitecture, L.P. and may not beconstructed or used without its expresswritten permission. No permission tomodify or reproduce any of thearchitectural works, including withoutlimitation the e construction of anybuilding, is expressed or should beimplied from delivery of preliminarydrawings or unsealed constructiondrawings. Permission to construct thebuilding depicted in sealedconstruction drawings is expresslyconditioned on the full and timelypayment of all fees otherwise dueHumphreys & Partners Architects, L.P.and, in the absence of any writtenagreement to the contrary, is limited toa one-time use One he site indicatedon these plans.HUMPHREYS & PARTNERSURBAN ARCHITECTURE, L.P.5339 ALPHA ROAD * SUITE 300* DALLAS, TX 75240T: (972) 701-9636 F: (972) 701-9639DALLAS * NEWPORT BEACH * NEW ORLEANS *ORLANDO * CHENNAI * MONTEVIDEOCopyright 2017 - Humphreys & Partners Urban Architecture, L.P.All Rights ReservedISSUE FOR PERMIT APPLICATION:ISSUE FOR CONSTRUCTION:DESIGNED BY:PLOT DATEwww.humphreys.comSHEET CONTENTSSHEET NUMBERSCALE--- 1/8" = 1'-0"A8.00REFLECTEDCEILING PLAN -LEVEL B1NEWMAN DEVELOPMENT GROUPCITY CENTREBH16077PERMIT ISSUE (07/10/2017)SBMCITHACA, NY07/10/201707/10/2017 1/8" = 1'-0"1LEVEL B1 - REFLECTED CEILING PLANREVISION SCHEDULENO: DATE: DESCRIPTION: MMMMMMMMMMMMT VTVTV M14A23B5678910CDEFGA.1B.1C.1D.1E.1E.81.12.13.14.15.16.18.C7.D7.A6.C1.D2.C3.A3.D4.BE.3H.2K.1K.1J.3H.4G.65.69.C8.B6.D6.B5.C4.C3.C1/ A4.55F.6G.4G.23.BL.1H.8H.9G.1F.1H.1J.11/ A4.522/ A4.541/ A4.541 / A 4 .5 6 1 / A 4 .5 31/ A4.518.F8.D2/ A4.532/ A4.522A5.012A5.011A5.011A5.011A5.021A5.022A5.022A5.02A8.01a15A5.233A5.023A5.021/ A4.571A5.311A5.212A5.213A5.214A5.215A5.216A5.211A5.222A5.223A5.224A5.225A5.221A5.112A5.114A5.113A5.114A5.233A5.232A5.236A5.221A5.236A5.236A5.312A1.022A1.02SPRAY APPLIEDINSULATION AT HATCHSTAIR 2RETAIL 3RETAIL 1RETAIL 2RETAIL 4EGRESS CORR.SERVICE CORR.STAIR 2STAIR 1ELEV.1ELEV.2PORTALWATER SERV.SWITCHGEAREQUIP.FIRE COMM.CENTEREXT. GREENROOF PLAZAELEC.BOILER ROOMVEST.GARAGE VENTROOMGENERATOREXTERIOREXTERIORSWITCHGEAREQUIP.TRASHTRASH CHUTEELEVATORLOBBYMAIL ROOMPARCELLUXORCLUB ROOMVESTIBULEMANAGERCONFERENCEE-LOUNGEFITNESSMECH.MECH.DOG WASHMECH.JANITORMECH.WOMEN'S RRMEN'S RRYOGASTUDYLOBBYLOBBYHALLWAYHALLWAYISSUE FOR PRICING / BIDDING:DRAWN BY:AOR:The architectural works depictedherein are the sole property ofHumphreys & Partners UrbanArchitecture, L.P. and may not beconstructed or used without its expresswritten permission. No permission tomodify or reproduce any of thearchitectural works, including withoutlimitation the e construction of anybuilding, is expressed or should beimplied from delivery of preliminarydrawings or unsealed constructiondrawings. Permission to construct thebuilding depicted in sealedconstruction drawings is expresslyconditioned on the full and timelypayment of all fees otherwise dueHumphreys & Partners Architects, L.P.and, in the absence of any writtenagreement to the contrary, is limited toa one-time use One he site indicatedon these plans.HUMPHREYS & PARTNERSURBAN ARCHITECTURE, L.P.5339 ALPHA ROAD * SUITE 300* DALLAS, TX 75240T: (972) 701-9636 F: (972) 701-9639DALLAS * NEWPORT BEACH * NEW ORLEANS *ORLANDO * CHENNAI * MONTEVIDEOCopyright 2017 - Humphreys & Partners Urban Architecture, L.P.All Rights ReservedISSUE FOR PERMIT APPLICATION:ISSUE FOR CONSTRUCTION:DESIGNED BY:PLOT DATEwww.humphreys.comSHEET CONTENTSSHEET NUMBERSCALE--- 1/8" = 1'-0"A8.01REFLECTEDCEILING PLAN -LEVEL 01NEWMAN DEVELOPMENT GROUPCITY CENTREBH16077PERMIT ISSUE (07/10/2017)SBMCITHACA, NY07/10/201707/10/2017 1/8" = 1'-0"1LEVEL 01 - REFLECTED CEILING PLANREVISION SCHEDULENO: DATE: DESCRIPTION: FFFFFFFFFFFFFT VTVTVFFFFFFFFVSOSOSAB5678910EF G1/ A4.527A6.118A6.112A5.012A5.011A5.011A5.011A5.021A5.022A5.022A5.027A6.218A6.212/ SD-02AB5678910EFG1A5.212A5.213A5.214A5.215A5.216A5.212A5.221A5.23AB5678910EFGA4.6054A4.6012A4.606A4.603A4.607A4.60A4.609108A4.601314A4.6011A4.60123/ A2.214/ A2.216/ A2.217/ A2.218/ A2.215/ A2.219/ A2.2110/ A2.212/ A2.2113/ A2.2112/ A2.2111/ A2.21AB5678910EFG2A1.022A1.02ISSUE FOR PRICING / BIDDING:DRAWN BY:AOR:The architectural works depictedherein are the sole property ofHumphreys & Partners UrbanArchitecture, L.P. and may not beconstructed or used without its expresswritten permission. No permission tomodify or reproduce any of thearchitectural works, including withoutlimitation the e construction of anybuilding, is expressed or should beimplied from delivery of preliminarydrawings or unsealed constructiondrawings. Permission to construct thebuilding depicted in sealedconstruction drawings is expresslyconditioned on the full and timelypayment of all fees otherwise dueHumphreys & Partners Architects, L.P.and, in the absence of any writtenagreement to the contrary, is limited toa one-time use One he site indicatedon these plans.HUMPHREYS & PARTNERSURBAN ARCHITECTURE, L.P.5339 ALPHA ROAD * SUITE 300* DALLAS, TX 75240T: (972) 701-9636 F: (972) 701-9639DALLAS * NEWPORT BEACH * NEW ORLEANS *ORLANDO * CHENNAI * MONTEVIDEOCopyright 2017 - Humphreys & Partners Urban Architecture, L.P.All Rights ReservedISSUE FOR PERMIT APPLICATION:ISSUE FOR CONSTRUCTION:DESIGNED BY:PLOT DATEwww.humphreys.comSHEET CONTENTSSHEET NUMBERSCALE--- 1/4" = 1'-0"A8.01aENLARGED RCP- LEVEL 01NEWMAN DEVELOPMENT GROUPCITY CENTREBH16077PERMIT ISSUE (07/10/2017)SBMCITHACA, NY07/10/201707/10/2017 1/4" = 1'-0"1ASSEMBLY SPACE - ENLARGED RCPREVISION SCHEDULENO: DATE: DESCRIPTION: 1A56810CDGA.1B.1C.1D.1E.1E.81.13.14.16.18.C7.D7.A6.C1.D2.C3.A3.D4.BE.3H.2K.1K.1J.3H.4G.69.C8.B6.D6.B5.C4.C3.C1/ A4.55F.6G.4G.23.BL.1H.8H.91/ A4.522/ A4.541/ A4.541 / A 4 .5 6 1 / A 4 .5 31/ A4.518.F8.D2/ A4.532/ A4.522A5.012A5.011A5.011A5.011A5.021A5.022A5.022A5.025A5.233A5.023A5.021/ A4.571A5.311A5.212A5.213A5.214A5.215A5.216A5.211A5.222A5.223A5.224A5.225A5.221A5.112A5.114A5.113A5.114A5.233A5.232A5.236A5.221A5.236A5.232A1.022A1.02CORRIDORELEC. / TELE.CORRIDORSTAIR 1STAIR 2ELEV.1ELEV.2ELEVATORLOBBYUNITUNITUNITUNITUNITUNITUNITUNITUNITUNITUNITUNITUNITUNITUNITUNITUNITUNITUNITUNITUNITUNITUNITUNITUNITUNITUNITSTORAGEMECH.UNITTRASHSHAFTTRASH CHUTEA.F.F.GYP. - HUNG8' - 8"A.F.F.GYP. - HUNG8' - 8"A.F.F.GYP. - HUNG8' - 8"A.F.F.GYP. - HUNG8' - 8"A.F.F.GYP. - HUNG8' - 8"A.F.F.GYP. - HUNG8' - 8"A.F.F.GYP. - HUNG8' - 8"A.F.F.GYP. - HUNG8' - 8"A.F.F.GYP. - HUNG8' - 8"A.F.F.GYP. - HUNG8' - 8"A.F.F.GYP. - HUNG8' - 8"A.F.F.GYP. - HUNG8' - 8"A.F.F.GYP. - HUNG8' - 8"A.F.F.GYP. - HUNG8' - 8"A.F.F.GYP. - HUNG8' - 8"A.F.F.GYP. - HUNG8' - 8"A.F.F.GYP. - HUNG8' - 8"A.F.F.GYP. - HUNG8' - 8"A.F.F.GYP. - HUNG8' - 8"A.F.F.GYP. - HUNG8' - 8"A.F.F.GYP. - HUNG8' - 8"A.F.F.GYP. - HUNG8' - 8"A.F.F.GYP. - HUNG8' - 8"A.F.F.GYP. - HUNG8' - 8"A.F.F.GYP. - HUNG8' - 8"A.F.F.GYP. - HUNG8' - 8"A.F.F.GYP. - HUNG8' - 8"A.F.F.GYP. - HUNG8' - 8"A.F.F.GYP. - HUNG8' - 8"A.F.F.GYP. - HUNG8' - 8"+8' - 0"+8' - 0"+8' - 0"+8' - 0"ISSUE FOR PRICING / BIDDING:DRAWN BY:AOR:The architectural works depictedherein are the sole property ofHumphreys & Partners UrbanArchitecture, L.P. and may not beconstructed or used without its expresswritten permission. No permission tomodify or reproduce any of thearchitectural works, including withoutlimitation the e construction of anybuilding, is expressed or should beimplied from delivery of preliminarydrawings or unsealed constructiondrawings. Permission to construct thebuilding depicted in sealedconstruction drawings is expresslyconditioned on the full and timelypayment of all fees otherwise dueHumphreys & Partners Architects, L.P.and, in the absence of any writtenagreement to the contrary, is limited toa one-time use One he site indicatedon these plans.HUMPHREYS & PARTNERSURBAN ARCHITECTURE, L.P.5339 ALPHA ROAD * SUITE 300* DALLAS, TX 75240T: (972) 701-9636 F: (972) 701-9639DALLAS * NEWPORT BEACH * NEW ORLEANS *ORLANDO * CHENNAI * MONTEVIDEOCopyright 2017 - Humphreys & Partners Urban Architecture, L.P.All Rights ReservedISSUE FOR PERMIT APPLICATION:ISSUE FOR CONSTRUCTION:DESIGNED BY:PLOT DATEwww.humphreys.comSHEET CONTENTSSHEET NUMBERSCALE--- 1/8" = 1'-0"A8.02REFLECTEDCEILING PLAN -LEVEL 02-05NEWMAN DEVELOPMENT GROUPCITY CENTREBH16077PERMIT ISSUE (07/10/2017)SBMCITHACA, NY07/10/201707/10/2017 1/8" = 1'-0"1LEVEL 02 - REFLECTED CEILING PLANREVISION SCHEDULENO: DATE: DESCRIPTION: FD1A56810CDGA.1B.1C.1D.1E.1E.81.13.14.16.18.C7.D7.A6.C1.D2.C3.A3.D4.BE.3H.2K.1K.1J.3H.4G.69.C8.B6.D6.B5.C4.C3.C1/ A4.55F.6G.4G.23.BL.1H.8H.91/ A4.522/ A4.541/ A4.541 / A 4 .5 6 1 / A 4 .5 31/ A4.518.F8.D2/ A4.532/ A4.522A5.012A5.011A5.011A5.011A5.021A5.022A5.022A5.025A5.233A5.023A5.021/ A4.571A5.212A5.213A5.214A5.215A5.216A5.211A5.222A5.223A5.224A5.225A5.221A5.112A5.114A5.113A5.114A5.233/ A4.513A5.232A5.236A5.221A5.236A5.23SPRAY INSULATIONUNDER GYP CEILING2A1.022A1.02+8' - 0"+8' - 0"+8' - 0"+8' - 0"A.F.F.GYP. - HUNG8' - 8"A.F.F.GYP. - HUNG8' - 8"A.F.F.GYP. - HUNG8' - 8"A.F.F.GYP. - HUNG8' - 8"A.F.F.GYP. - HUNG8' - 8"A.F.F.GYP. - HUNG8' - 8"A.F.F.GYP. - HUNG8' - 8"A.F.F.GYP. - HUNG8' - 8"A.F.F.GYP. - HUNG8' - 8"A.F.F.GYP. - HUNG8' - 8"A.F.F.GYP. - HUNG8' - 8"A.F.F.GYP. - HUNG8' - 8"A.F.F.GYP. - HUNG8' - 8"A.F.F.GYP. - HUNG8' - 8"A.F.F.GYP. - HUNG8' - 8"A.F.F.GYP. - HUNG8' - 8"A.F.F.GYP. - HUNG8' - 8"A.F.F.GYP. - HUNG8' - 8"A.F.F.GYP. - HUNG8' - 8"A.F.F.GYP. - HUNG8' - 8"A.F.F.GYP. - HUNG8' - 8"A.F.F.GYP. - HUNG8' - 8"A.F.F.GYP. - HUNG8' - 8"A.F.F.GYP. - HUNG8' - 8"A.F.F.GYP. - HUNG8' - 8"A.F.F.GYP. - HUNG8' - 8"A.F.F.GYP. - HUNG8' - 8"A.F.F.GYP. - HUNG8' - 8"A.F.F.GYP. - HUNG8' - 8"A.F.F.GYP. - HUNG8' - 8"ELEVATORLOBBYUNITUNITUNITUNITUNITUNITUNITUNITUNITUNITUNITUNITUNITUNITUNITUNITUNITUNITSTAIR 2STAIR 1ELEV.1ELEV.2UNITUNITUNITUNITUNITUNITUNITELEC. / TELE.UNITSTORAGEJANITORUNITCORRIDORTRASHCORRIDORSHAFTUNITTRASH CHUTEISSUE FOR PRICING / BIDDING:DRAWN BY:AOR:The architectural works depictedherein are the sole property ofHumphreys & Partners UrbanArchitecture, L.P. and may not beconstructed or used without its expresswritten permission. No permission tomodify or reproduce any of thearchitectural works, including withoutlimitation the e construction of anybuilding, is expressed or should beimplied from delivery of preliminarydrawings or unsealed constructiondrawings. Permission to construct thebuilding depicted in sealedconstruction drawings is expresslyconditioned on the full and timelypayment of all fees otherwise dueHumphreys & Partners Architects, L.P.and, in the absence of any writtenagreement to the contrary, is limited toa one-time use One he site indicatedon these plans.HUMPHREYS & PARTNERSURBAN ARCHITECTURE, L.P.5339 ALPHA ROAD * SUITE 300* DALLAS, TX 75240T: (972) 701-9636 F: (972) 701-9639DALLAS * NEWPORT BEACH * NEW ORLEANS *ORLANDO * CHENNAI * MONTEVIDEOCopyright 2017 - Humphreys & Partners Urban Architecture, L.P.All Rights ReservedISSUE FOR PERMIT APPLICATION:ISSUE FOR CONSTRUCTION:DESIGNED BY:PLOT DATEwww.humphreys.comSHEET CONTENTSSHEET NUMBERSCALE--- 1/8" = 1'-0"A8.06REFLECTEDCEILING PLAN -LEVEL 06NEWMAN DEVELOPMENT GROUPCITY CENTREBH16077PERMIT ISSUE (07/10/2017)SBMCITHACA, NY07/10/201707/10/2017 1/8" = 1'-0"1LEVEL 06 - REFLECTED CEILING PLANREVISION SCHEDULENO: DATE: DESCRIPTION: FDFDFDFDFDFDFDFDFDFDFDFDFDFDFDFD1A56810CDGA.1B.1C.1D.1E.1E.81.13.14.16.18.C7.D7.A6.C1.D2.C3.A3.D4.BE.3H.2K.1K.1J.3H.4G.69.C8.B6.D6.B5.C4.C3.C1/ A4.55F.6G.4G.23.BL.1H.8H.91/ A4.522/ A4.541/ A4.541 / A 4 .5 6 1 / A 4 .5 31/ A4.518.F8.D2/ A4.532/ A4.522A5.012A5.011A5.011A5.011A5.021A5.022A5.022A5.025A5.233A5.023A5.023/ A4.572/ A4.571/ A4.571A5.212A5.213A5.214A5.215A5.216A5.211A5.222A5.223A5.224A5.225A5.221A5.112A5.114A5.113A5.114A5.233/ A4.512/ A4.513A5.232A5.236A5.221A5.236A5.23SPRAY INSULATIONUNDER GYP CEILINGSPRAY INSULATIONUNDER GYP CEILINGSPRAY INSULATIONUNDER GYP CEILING2A1.022A1.02A.F.F.GYP. - HUNG8' - 8"A.F.F.GYP. - HUNG8' - 8"A.F.F.GYP. - HUNG8' - 8"A.F.F.GYP. - HUNG8' - 8"A.F.F.GYP. - HUNG8' - 8"A.F.F.GYP. - HUNG8' - 8"A.F.F.GYP. - HUNG8' - 8"A.F.F.GYP. - HUNG8' - 8"A.F.F.GYP. - HUNG8' - 8"A.F.F.GYP. - HUNG8' - 8"A.F.F.GYP. - HUNG8' - 8"A.F.F.GYP. - HUNG8' - 8"A.F.F.GYP. - HUNG8' - 8"A.F.F.GYP. - HUNG8' - 8"A.F.F.GYP. - HUNG8' - 8"A.F.F.GYP. - HUNG8' - 8"A.F.F.GYP. - HUNG8' - 8"A.F.F.GYP. - HUNG8' - 8"A.F.F.GYP. - HUNG8' - 8"A.F.F.GYP. - HUNG8' - 8"A.F.F.GYP. - HUNG8' - 8"A.F.F.GYP. - HUNG8' - 8"A.F.F.GYP. - HUNG8' - 8"A.F.F.GYP. - HUNG8' - 8"A.F.F.GYP. - HUNG8' - 8"A.F.F.GYP. - HUNG8' - 8"A.F.F.GYP. - HUNG8' - 8"A.F.F.GYP. - HUNG8' - 8"A.F.F.GYP. - HUNG8' - 8"A.F.F.GYP. - HUNG8' - 8"UNITELEVATORLOBBYUNITUNITUNITUNITUNITUNITUNITUNITUNITUNITUNITUNITUNITUNITUNITUNITUNITUNITSTAIR 2STAIR 1ELEV.1ELEV.2UNITUNITUNITUNITUNITUNITUNITELEC. / TELE.UNITSTORAGESTORAGEUNITCORRIDORTRASHCORRIDORSHAFTTRASH CHUTE+8' - 0"+8' - 0"+8' - 0"+8' - 0"ISSUE FOR PRICING / BIDDING:DRAWN BY:AOR:The architectural works depictedherein are the sole property ofHumphreys & Partners UrbanArchitecture, L.P. and may not beconstructed or used without its expresswritten permission. No permission tomodify or reproduce any of thearchitectural works, including withoutlimitation the e construction of anybuilding, is expressed or should beimplied from delivery of preliminarydrawings or unsealed constructiondrawings. Permission to construct thebuilding depicted in sealedconstruction drawings is expresslyconditioned on the full and timelypayment of all fees otherwise dueHumphreys & Partners Architects, L.P.and, in the absence of any writtenagreement to the contrary, is limited toa one-time use One he site indicatedon these plans.HUMPHREYS & PARTNERSURBAN ARCHITECTURE, L.P.5339 ALPHA ROAD * SUITE 300* DALLAS, TX 75240T: (972) 701-9636 F: (972) 701-9639DALLAS * NEWPORT BEACH * NEW ORLEANS *ORLANDO * CHENNAI * MONTEVIDEOCopyright 2017 - Humphreys & Partners Urban Architecture, L.P.All Rights ReservedISSUE FOR PERMIT APPLICATION:ISSUE FOR CONSTRUCTION:DESIGNED BY:PLOT DATEwww.humphreys.comSHEET CONTENTSSHEET NUMBERSCALE--- 1/8" = 1'-0"A8.07REFLECTEDCEILING PLAN -LEVEL 07NEWMAN DEVELOPMENT GROUPCITY CENTREBH16077PERMIT ISSUE (07/10/2017)SBMCITHACA, NY07/10/201707/10/2017 1/8" = 1'-0"1LEVEL 07 - REFLECTED CEILING PLANREVISION SCHEDULENO: DATE: DESCRIPTION: RDODRDODRDODRDODR D O D R D O D 1A56810CDGA.1B.1C.1D.1E.1E.81.13.14.16.18.C7.D7.A6.C1.D2.C3.A3.D4.BE.3H.2K.1K.1J.3H.4G.69.C8.B6.D6.B5.C4.C3.C1/ A4.55F.6G.4G.23.BL.1H.8H.91/ A4.522/ A4.541/ A4.541 / A 4 .5 6 1 / A 4 .5 31/ A4.518.F8.D2/ A4.532/ A4.522A5.012A5.011A5.011A5.011A5.021A5.022A5.022A5.025A5.233A5.023A5.023/ A4.572/ A4.571/ A4.571A5.212A5.213A5.214A5.215A5.216A5.211A5.222A5.223A5.224A5.225A5.221A5.112A5.114A5.113A5.114A5.233/ A4.512/ A4.513A5.232A5.236A5.221A5.236A5.232A1.022A1.02UNITELEVATORLOBBYUNITUNITUNITUNITUNITUNITUNITUNITUNITUNITUNITUNITUNITUNITSTAIR 2STAIR 1ELEV.1ELEV.2UNITUNITUNITUNITUNITUNITUNITELEC. / TELE.UNITSTORAGEJANITORUNITCORRIDORTRASHCORRIDORSHAFTTRASH CHUTEA.F.F.GYP. - HUNG8' - 8"A.F.F.GYP. - HUNG8' - 8"A.F.F.GYP. - HUNG8' - 8"A.F.F.GYP. - HUNG8' - 8"A.F.F.GYP. - HUNG8' - 8"A.F.F.GYP. - HUNG8' - 8"A.F.F.GYP. - HUNG8' - 8"A.F.F.GYP. - HUNG8' - 8"A.F.F.GYP. - HUNG8' - 8"A.F.F.GYP. - HUNG8' - 8"A.F.F.GYP. - HUNG8' - 8"A.F.F.GYP. - HUNG8' - 8"A.F.F.GYP. - HUNG8' - 8"A.F.F.GYP. - HUNG8' - 8"A.F.F.GYP. - HUNG8' - 8"A.F.F.GYP. - HUNG8' - 8"A.F.F.GYP. - HUNG8' - 8"A.F.F.GYP. - HUNG8' - 8"A.F.F.GYP. - HUNG8' - 8"A.F.F.GYP. - HUNG8' - 8"A.F.F.GYP. - HUNG8' - 8"A.F.F.GYP. - HUNG8' - 8"A.F.F.GYP. - HUNG8' - 8"A.F.F.GYP. - HUNG8' - 8"A.F.F.GYP. - HUNG8' - 8"A.F.F.GYP. - HUNG8' - 8"A.F.F.GYP. - HUNG8' - 8"+8' - 0"+8' - 0"+8' - 0"+8' - 0"ISSUE FOR PRICING / BIDDING:DRAWN BY:AOR:The architectural works depictedherein are the sole property ofHumphreys & Partners UrbanArchitecture, L.P. and may not beconstructed or used without its expresswritten permission. No permission tomodify or reproduce any of thearchitectural works, including withoutlimitation the e construction of anybuilding, is expressed or should beimplied from delivery of preliminarydrawings or unsealed constructiondrawings. Permission to construct thebuilding depicted in sealedconstruction drawings is expresslyconditioned on the full and timelypayment of all fees otherwise dueHumphreys & Partners Architects, L.P.and, in the absence of any writtenagreement to the contrary, is limited toa one-time use One he site indicatedon these plans.HUMPHREYS & PARTNERSURBAN ARCHITECTURE, L.P.5339 ALPHA ROAD * SUITE 300* DALLAS, TX 75240T: (972) 701-9636 F: (972) 701-9639DALLAS * NEWPORT BEACH * NEW ORLEANS *ORLANDO * CHENNAI * MONTEVIDEOCopyright 2017 - Humphreys & Partners Urban Architecture, L.P.All Rights ReservedISSUE FOR PERMIT APPLICATION:ISSUE FOR CONSTRUCTION:DESIGNED BY:PLOT DATEwww.humphreys.comSHEET CONTENTSSHEET NUMBERSCALE--- 1/8" = 1'-0"A8.08REFLECTEDCEILING PLAN -LEVEL 08NEWMAN DEVELOPMENT GROUPCITY CENTREBH16077PERMIT ISSUE (07/10/2017)SBMCITHACA, NY07/10/201707/10/2017 1/8" = 1'-0"1LEVEL 08 - REFLECTED CEILING PLANREVISION SCHEDULENO: DATE: DESCRIPTION: FEC118 SFVESTIBULE184 SFMANAGER171 SFCONFERENCE219 SFE-LOUNGE452 SFLOBBY153 SFMAILROOM65 SFLUXOR105 SFPACKAGE ROOM821 SFENTERTAINMENT KITCHEN213 SFBILLIARD640 SFCLUB ROOM174 SFMENS176 SFWOMENS28 SFMECH62 SFJ. CLOSET93 SFMECH263 SFFITNESS B551 SFP-90X127 SFDOG WASHEGRESS CORR.116 SFSTAIR 1159 SFFIRE COMM. CENTER215 SF180 SFELEVATOR LOBBY85 SFAVALIGNALIGN4" BUILD OUT FOR ARTALIGN120 SFSTUDYINTERIOR ARCHITECTURE, DESIGN, AND PROCUREMENT729 E. PRATT STREET, STE 2000, BALTIMORE, MD 21202TEL: 410.332.4700 FAX: 410.332.4701WWW.RDJONES.COMALL DESIGNS, SKETCHES, DRAWINGS, SPECIFICATIONS, MODELSAND SAMPLES ARE THE EXCLUSIVE PROPERTY OF R.D. JONES &ASSOCIATES, INC., WHETHER THE JOB FOR WHICH THEY ARE MADEIS EXCUTED OR NOT UNAUTHORIZED USE OF THESE DESIGNS ETC.FOR ANY OTHER PURPOSE IS PROHIBITED.CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL DIMENSIONSAND CONDITIONS ON THE JOB. INCLUDING BUILDING, ELEVATORAND CORRIDOR CLEARANCES WHERE JOB CONDITIONS PREVENTOBTAINING DIMENSIONS, OR RESULTS AS SHOWN OR SPECIFIED,CHECK WITH R. D. JONES & ASSOCIATES, INC. BEFOREPROCEEDING WITH THE WORK.12345678ABCDEFGHABCDEFGHSHEET TITLE:SCALE:DATE:DRAWN BY:PROJECT No:SHEET NUMBER:12345678As indicated7/10/2017 1:54:49 PM D:\REVIT\3338−CC Ithaca−ID−R2016_jcale.rvtI−101RDJA−−3338CONSTRUCTION PLANCITY CENTREITHACA, NYGENERAL FLOOR PLAN NOTESA. UNLESS INDICATED ON THESE PLANS REFER TO ARCHITECTURALDRAWINGS FOR DIMENSIONED LOCATIONS OF WALLS ANDDOORS, AND FOR WALL TYPES.B. ALL PENETRATIONS THROUGH RATED WALLS, FLOORINGSYSTEM(S), SLABS, ETC. SHALL BE FIRE STOPPED AND SEALEDWITH AN APPROVED SEALANT AND/OR CONSTRUCTION METHODTO MAINTAIN THE INTEGRITY OF RATINGS.C. PROVIDE ADEQUATE FIRE RETARDANT (CONCEALED) RATEDBLOCKING AND REINFORCE WALL ASSEMBLIES RECEIVINGMILLWORK/EQUIPMENT OF ANY NATURE FOR STRUCTURALLYSOUND CONDITIONS. REFER TO BLOCKING PLAN FOR LOCATIONOF BLOCKING.D. THE GENERAL CONTRACTOR SHALL COORDINATE DOOR ANDASSOCIATED HARDWARE REQUIREMENTS FOR DOOR(S) UNDERTHIS CONTRACT WITH THE ARCHITECTURAL DRAWING SET. LIFESAFETY EGRESS DOOR HARDWARE REQUIREMENTS ARE TO BECONFIRMED WITH THE ARCHITECTURAL DOCUMENTS.E. ALL INTERIOR PARTITION WALLS AND WALL TYPES SHOWN ONTHIS SHEET ARE FOR REFERENCE AND COORDINATIONPURPOSES ONLY. REFER TO ARCHITECT'S DRAWING SET FORALL DIMENSIONING AND CONSTRUCTION INFORMATION.F. COORDINATE THE INSTALLATION OF ALL DECORATIVE ART ANDMIRRORS, ETC. AND PROVIDE ADEQUATE CONCEALED FIRERETARDANT CONTINUOUS BLOCKING TO SUPPORT A SECUREDINSTALLATION.REVISION / ISSUE SCHEDULENo. DESCRIPTION DATE1 PROGRESS SET 06/30/20172 Permit Issue 07/10/2017I-101SCALE: 1/4" = 1'-0"1LEVEL 01 - AMENITY AREAI-101SCALE: 1" = 100'-0"K1KEY PLAN FECFECINTERIOR ARCHITECTURE, DESIGN, AND PROCUREMENT729 E. PRATT STREET, STE 2000, BALTIMORE, MD 21202TEL: 410.332.4700 FAX: 410.332.4701WWW.RDJONES.COMALL DESIGNS, SKETCHES, DRAWINGS, SPECIFICATIONS, MODELSAND SAMPLES ARE THE EXCLUSIVE PROPERTY OF R.D. JONES &ASSOCIATES, INC., WHETHER THE JOB FOR WHICH THEY ARE MADEIS EXCUTED OR NOT UNAUTHORIZED USE OF THESE DESIGNS ETC.FOR ANY OTHER PURPOSE IS PROHIBITED.CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL DIMENSIONSAND CONDITIONS ON THE JOB. INCLUDING BUILDING, ELEVATORAND CORRIDOR CLEARANCES WHERE JOB CONDITIONS PREVENTOBTAINING DIMENSIONS, OR RESULTS AS SHOWN OR SPECIFIED,CHECK WITH R. D. JONES & ASSOCIATES, INC. BEFOREPROCEEDING WITH THE WORK.12345678ABCDEFGHABCDEFGHSHEET TITLE:SCALE:DATE:DRAWN BY:PROJECT No:SHEET NUMBER:12345678As indicated7/10/2017 1:54:53 PM D:\REVIT\3338−CC Ithaca−ID−R2016_jcale.rvtI−102RDJA−−3338CONSTRUCTION PLANCITY CENTREITHACA, NYREVISION / ISSUE SCHEDULENo. DESCRIPTION DATE1 PROGRESS SET 06/30/20172 Permit Issue 07/10/2017I-102SCALE: 1/8" = 1'-0"1TYPICAL CORRIDOR LEVELS 02 -08 (LEVEL 02 SHOWN)I-102SCALE: 1" = 100'-0"K1KEY PLANGENERAL FLOOR PLAN NOTESA. UNLESS INDICATED ON THESE PLANS REFER TO ARCHITECTURALDRAWINGS FOR DIMENSIONED LOCATIONS OF WALLS ANDDOORS, AND FOR WALL TYPES.B. ALL PENETRATIONS THROUGH RATED WALLS, FLOORINGSYSTEM(S), SLABS, ETC. SHALL BE FIRE STOPPED AND SEALEDWITH AN APPROVED SEALANT AND/OR CONSTRUCTION METHODTO MAINTAIN THE INTEGRITY OF RATINGS.C. PROVIDE ADEQUATE FIRE RETARDANT (CONCEALED) RATEDBLOCKING AND REINFORCE WALL ASSEMBLIES RECEIVINGMILLWORK/EQUIPMENT OF ANY NATURE FOR STRUCTURALLYSOUND CONDITIONS. REFER TO BLOCKING PLAN FOR LOCATIONOF BLOCKING.D. THE GENERAL CONTRACTOR SHALL COORDINATE DOOR ANDASSOCIATED HARDWARE REQUIREMENTS FOR DOOR(S) UNDERTHIS CONTRACT WITH THE ARCHITECTURAL DRAWING SET. LIFESAFETY EGRESS DOOR HARDWARE REQUIREMENTS ARE TO BECONFIRMED WITH THE ARCHITECTURAL DOCUMENTS.E. ALL INTERIOR PARTITION WALLS AND WALL TYPES SHOWN ONTHIS SHEET ARE FOR REFERENCE AND COORDINATIONPURPOSES ONLY. REFER TO ARCHITECT'S DRAWING SET FORALL DIMENSIONING AND CONSTRUCTION INFORMATION.F. COORDINATE THE INSTALLATION OF ALL DECORATIVE ART ANDMIRRORS, ETC. AND PROVIDE ADEQUATE CONCEALED FIRERETARDANT CONTINUOUS BLOCKING TO SUPPORT A SECUREDINSTALLATION.GENERAL FINISH PLAN NOTESH. REFER TO ARCHITECTURAL DOCUMENTS FOR ALL DOOR ANDDOOR HARDWARE SPECIFICATIONS, AND FOR FLOORTRANSITIONS AT EXTERIOR DOORS.I. ALL WALL AND FLOOR FINISHES SHALL BE INSTALLED PERMANUFACTURERS INSTRUCTIONS.J. FIRE EXTINGUISHER CABINETS SHALL BE PAINTED TO MATCHTHE WALL INSTALLED UPON, UNLESS OTHERWISE NOTED.K. CORRIDORS: SERVICE DOORS & FRAMES (EXIT STAIRS, ELEC.ROOMS, MECH. ROOMS, TRASH ROOMS, STORAGE ROOMS,HOLD-OPEN DOORS AND T/D ROOMS) TO BE PAINTED PT-4,UNLESS OTHERWISE NOTED. REFER TO ELEVATIONS & DETAILSFOR FINISHES OF DOORS & FRAMES AT APARTMENT ENTRY &ELEVATORS. HOLD OPEN FIRE DOORS TO MATCH ADJACENTWALL FINISH.L. CORRIDORS: WALLS IN APARTMENT CORRIDORS TO BE PAINTEDPT-4, UNLESS OTHERWISE NOTED.M. CORRIDORS: CARPET CPT-6 FOR TYPICAL CORRIDORS w/ CPT-7AT ACCENTS. REFER TO SEAMING DIAGRAM & FLOODED CARPETPLAN FOR CARPET LAYOUT IN THE RDJA CONSTRUCTIONDOCUMENTATION MANUAL.GENERAL FINISH PLAN NOTESA. REFER TO FINISH SCHEDULE FOR DESCRIPTION ANDSPECIFICATION OF ALL INTERIOR FINISHES.B. REFER TO RD JONES CONSTRUCTION DOCUMENTATION MANUAL,UNDER SEPARATE COVER, FOR PRODUCT DATA SHEETS OFITEMS IN SCHEDULES.C. UNLESS OTHERWISE NOTED ON THIS FINISH PLAN, REFER TOELEVATIONS FOR FINISHES ON WALLS, AND REFER TOREFLECTED CEILING PLAN FOR FINISHES ON THE CEILING.D. FLOOR FINISH TRANSITIONS SHOWN ON THIS PLAN(TILE, WOODPLANK, CARPET) SHALL ALIGN WITH OUTSIDE EDGE OF THE WALLBASE (NOT THE EDGE OF THE WALL), UNLESS OTHERWISENOTED.E. ALL COVER PLATES AT ALL DEVICES SHALL BE PAINTED TOMATCH THE FINISH OF THE WALL IN WHICH THEY ARE INSTALLEDUPON.F. ALL DIFFUSERS, REGISTERS AND ACCESS PANELS IN THECEILING AND WALLS SHALL BE PAINTED TO MATCH THE FINISH INWHICH THEY ARE INSTALLED UPON.G. CONTRACTOR TO SUPPLY DESIGNER WITH BRUSH DOWNS OFALL SPECIALTY, STAIN, AND PAINT SPECIFICATIONS FORDESIGNER APPROVAL PRIOR TO COMMENCING WORK.CONTRACTOR TO SUPPLY DESIGNER WITH ALL MATERIALSAMPLES THAT CONTRACTOR IS SUPPLYING FOR APPROVALSBEFORE ORDERING. DESIGNER HAS THE AUTHORITY TO REJECTSAMPLES NOT PREVIOUSLY APPROVED.GENERAL FURNITURE PLAN NOTESE. THE GENERAL CONTRACTOR SHALL COORDINATE THEINSTALLATION OF ALL DECORATIVE ART AND MIRRORS, ETC. ANDPROVIDE ADEQUATE CONCEALD FIRE RETARDANT CONTINUOUSBLOCKING TO SUPPORT A SECURED INSTALLATION.F. THE GENERAL CONTRACTOR SHALL ASSEMBLE & INSTALL ALLDECORATIVE LIGHT FIXTURES (OWNER SUPPLIED ANDCONTRACTOR SUPPLIED FIXTURES) FOR A COMPLETE ANDPROPER INSTALLATION AS OUTLINED IN THE MANUFACTURERSSPECIFICATIONS. BLOCKING AND/OR STRUCTURAL SUPPORT FORALL DECORATIVE LIGHT FIXTURES SHALL BE PROVIDED BY THEGENERAL CONTRACTOR FOR ADEQUATE SUPPORT. WHERESTRUCTURAL SUPPORT IS REQUIRED, GENERAL CONTRACTOR ISRESPONSIBLE FOR PROVIDING SHOP DRAWINGS SIGNED ANDSEALED BY A STRUCTURAL PE REGISTERED IN THE LOCALJURISDICTION. REFER TO LIGHTING SCHEDULE & LIGHTINGSPECIFICATIONS FOR ADDITIONAL LIGHTING INFORMATION.GENERAL FURNITURE PLAN NOTESA. REFER TO R.D.JONES FF&E SPECIFICATIONS UNDER SEPARATECOVER FOR REFERENCE TO ALL SPECIFICATION NUMBERS ONTHIS FURNISHINGS PLAN.B. ALL FURNISHINGS TAGGED ON THIS FURNITURE PLAN AREOWNER SUPPLIED AND OWNER INSTALLED, UNLESS OTHERWISENOTED. REFER TO FF&E SPECIFICATIONS FOR MOUNTINGREQUIREMENTS. REFER TO FINISH SCHEDULE FOR F.F.E. FINISHITEMS INSTALLATION RESPONSIBLITY (i.e.: WALLCOVERING,CARPET).C. PRIOR TO PURCHASING, INSTALLER SHALL BE RESPONSIBLE FORVERIFYING ALL QUANTITY TAKE OFFS AND SUBMITTING THESEQUANTITIES TO DESIGNER / PURCHASING AGENT. INSTALLERSHALL ALSO BE RESPONSIBLE FOR SUPPLYING, RECEIVING,WAREHOUSING AND INSPECTING ALL FLOOR COVERING ANDUNDERLAYMENTS PRIOR TO FABRICATION AND ORINSTALLATION. ANY MANUFACTURING DEFECT SHALL BEREPORTED TO R.D.JONES AND ASSOCIATES AND / OR CLIENTIMMEDIATELY.D. PRIOR TO DELIVERY OF GOODS TO BUILDING, GENERALCONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING FROMPURCHASING AGENT ACTUAL CUTTINGS FOR IDENTIFICATIONSPURPOSES OF ALL GOODS AND ITEMS INSTALLED BY THEGENERAL CONTRACTOR. 13' - 0" AFF12' - 0" AFF13' - 0" AFF11' - 0" AFF12' - 0" AFF12' - 0" AFF13' - 0" AFF10' - 0" AFF11' - 0" AFF11' - 0" AFF12' - 0" AFF10' - 0" AFF13' - 0" AFF13' - 0" AFF13' - 0" AFF13' - 0" AFF13' - 0" AFF13' - 0" AFF13' - 0" AFF13' - 0" AFF12' - 0" AFF13' - 0" AFF11' - 0" AFF12' - 0" AFF11' - 0" AFF12' - 0" AFF13' - 0" AFF13' - 0" AFF11' - 0" AFF11' - 0" AFF11' - 0" AFF13' - 0" AFF11' - 0" AFF13' - 0" AFF11' - 0" AFF13' - 0" AFF13' - 0" AFF13' - 0" AFF13' - 0" AFF13' - 0" AFF12' - 0" AFF12' - 0" AFF12' - 0" AFF12' - 0" AFF12' - 0" AFF12' - 0" AFF13' - 7 1/2" AFF11' - 0" AFF13' - 0" AFF12' - 0" AFF13' - 0" AFF13' - 0" AFFP-5P-5P-5P-5P-5P-5P-5P-5P-5P-5P-5P-5P-5P-5P-5P-5P-5P-5ART MURALP-7ART MURALART MURALP-6P-6P-6P-6MIRRORMIRRORARTARTCH-7CH-7P-2P-2WS-1WS-1WS-1SHELF LIGHTSP-4P-3ARTMUALARTMUALARTMUALARTMUALARTMUALCH-1CH-2CH-2CH-2CH-2ARTMURALCH-3CH-3CH-3CH-3P-1P-1P-1P-1P-1CH-4CH-4ART MURAL COVERINGENTIRE WALLARTARTSHELVESSHELVESARTTVCH-5CH-6176 SFWOMENS105 SFPACKAGE ROOM65 SFLUXOR153 SFMAILROOM213 SFBILLIARD821 SFENTERTAINMENT KITCHEN640 SFCLUB ROOM174 SFMENS180 SFELEVATOR LOBBYNot EnclosedFIRE COMMAND ROOM551 SFP-90X93 SFMECH28 SFMECH62 SFJ. CLOSET184 SFMANAGER171 SFCONFERENCE452 SFLOBBY127 SFDOG WASH263 SFFITNESS B219 SFE-LOUNGE118 SFVESTIBULE120 SFSTUDY85 SFAV580 SFFITNESS A602 SFFITNESS C82 SFENTRY CORRIDOR251 SFWEST CORRIDOR814 SFEAST CORRIDORNot EnclosedMECHHOODCH-5INTERIOR ARCHITECTURE, DESIGN, AND PROCUREMENT729 E. PRATT STREET, STE 2000, BALTIMORE, MD 21202TEL: 410.332.4700 FAX: 410.332.4701WWW.RDJONES.COMALL DESIGNS, SKETCHES, DRAWINGS, SPECIFICATIONS, MODELSAND SAMPLES ARE THE EXCLUSIVE PROPERTY OF R.D. JONES &ASSOCIATES, INC., WHETHER THE JOB FOR WHICH THEY ARE MADEIS EXCUTED OR NOT UNAUTHORIZED USE OF THESE DESIGNS ETC.FOR ANY OTHER PURPOSE IS PROHIBITED.CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL DIMENSIONSAND CONDITIONS ON THE JOB. INCLUDING BUILDING, ELEVATORAND CORRIDOR CLEARANCES WHERE JOB CONDITIONS PREVENTOBTAINING DIMENSIONS, OR RESULTS AS SHOWN OR SPECIFIED,CHECK WITH R. D. JONES & ASSOCIATES, INC. BEFOREPROCEEDING WITH THE WORK.12345678ABCDEFGHABCDEFGHSHEET TITLE:SCALE:DATE:DRAWN BY:PROJECT No:SHEET NUMBER:12345678As indicated7/10/2017 1:54:58 PM D:\REVIT\3338−CC Ithaca−ID−R2016_jcale.rvtI−201RDJA−−3338REFLECTED CEILINGPLANCITY CENTREITHACA, NYGENERAL RCP NOTESH. ACCESS PANELS AT DRYWALL CEILING TO BE PAINTED TO MATCHADJACENT CEILING PAINT COLOR, UNLESS OTHERWISE NOTED.I. MUSIC SPEAKERS TO BE INSTALLED N CEILING BY OWNER'S AVCONTRACTOR - COORDINATE PRIOR TO CEILING CONSTRUCTION.J. COORDINATE CEILING/FLOOR FRAMING ASSEMBLY TO AVOIDRECESSED DOWNLIGHT LOCATIONS IN CORRIDORS. RECESSEDDOWNLIGHTS ARE TO BE INSTALLED w/ FIRE RATED ENCLOSUREBOXES SUPPLIED w/ FIXTURE AS REQUIRED, SEE ARCH.K. THE GENERAL CONTRACTOR SHALL COORDINATE THEINSTALLATION OF ALL DECORATIVE ART AND MIRRORS, ETC. ANDPROVIDE ADEQUATE CONCEALED FIRE RETARDANT CONTINUOUSBLOCKING TO SUPPORT A SECURED INSTALLATION.L. THE GENERAL CONTRACTOR SHALL ASSEMBLE & INSTALL ALLDECORATIVE LIGHT FIXTURES (OWNER SUPPLIED ANDCONTRACTOR SUPPLIED FIXTURES) AS NEEDED FOR ACOMPLETE AND PROPER INSTALLATION AS OUTLINED IN THEMANUFACTURERS SPECIFICATIONS. BLOCKING AND/ORSTRUCTURAL SUPPORT FOR ALL DECORATIVE LIGHT FIXTURESSHALL BE PROVIDED BY THE GENERAL CONTRACTOR FORADEQUATE SUPPORT. WHERE STRUCTURAL SUPPORT ISREQUIRED, GENERAL CONTRACTOR IS RESPONSIBLE FORPROVIDING SHOP DRAWINGS SIGNED AND SEALED BY ASTRUCTURAL PE REGISTERED IN THE LOCAL JURISDICTION.REFER TO LIGHTING SCHEDULE UNDER SEPARATE COVER FORADDITIONAL LIGHTING SPECIFIC INFORMATION.GENERAL RCP NOTESA. DRYWALL CEILINGS AND CEILING TILE SHALL BE INSTALLED INACCORDANCE TO STANDARDS AND CODES AS INDICATED INARCHITECTS SPECIFICATIONS, AND IN ACCORDANCE TOMANUFACTURERS PRINTED RECOMMENDATIONS (DRYWALLCEILINGS: USG DRYWALL SUSPENSION SYSTEM, OR EQUAL).B. REFER TO ELEVATIONS FOR DIMENSIONED LOCATIONS OF WALLSCONCES.C. LIGHTING ON THIS PLAN IS SHOWN FOR DIMENSIONEDLOCATIONS OF LIGHT FIXTURES - REFER TO ELECTRICALENGINEER'S LIGHTING DRAWINGS FOR ALL OTHER LIGHTINGINFORMATION, INCLUDING LIGHTING TAGS, LIGHTING SCHEDULEAND SWITCHING, REFER TO RD JONES CONSTRUCTION MANUALFOR LIGHTING CUT SHEETS.D. INSTALL BLOCKING IN CEILING FOR ALL LIGHTING AND FEATUREITEM SUPPORT AS REQUIRED.E. VERIFY ALL FINISHED CEILING HEIGHTS IN FIELD PRIOR TO ANYCONSTRUCTION OR FABRICATION.F. WHERE DRYWALL CEILING SOFFITS ARE SHOWN ALIGNING WITHWALLS, THE EDGE OF THE SOFFIT SHALL ALIGN WITH THEFINISHED FACE OF THE WALLS.G. DIMENSIONS SHOWN ON REFLECTED CEILING PLANS ARE FROMFINISH FACE OF WALLS, UNLESS OTHERWISE NOTED.REVISION / ISSUE SCHEDULENo. DESCRIPTION DATE1 PROGRESS SET 06/30/20172 Permit Issue 07/10/2017I-201SCALE: 1/4" = 1'-0"1LEVEL 01 - AMENITY AREAI-201SCALE: 1" = 100'-0"K1KEY PLAN RDODRDODFDFDFDFDFDW3AW3AW3AW3AA3BA3BW3AW3AW3AW3AW3AD4CD4CD4CD4CD4CD4CD4CD4CD4CD4CD4CD4CD4CD4CD4CD4CD4CD4CA3BA3BA3BA3BA3BA3BA3BA3BA3BA3BA3BA3BA3BA3BA3BW3AW3AW3AW3AW3AW3AW3AW3AD4CD4CD4CD4CD4CD4CD4CD4CD4CD4CD4CD4CD4CD4CD4CD4CD4CD4CD4CW3AA3BD3AD3AD3AD3AD3AD3AD3AD3AD3AD3AD3AD4CD4CD4CD4CD4CD4CD4CD4CD4CD4CW3AW3AW3AD4CD4CD4CD4CD4CD4CD4CD4CD4CD4CD4CD4CD4CD4CD4CD4CD3BD4CD4CD4CD4CD4CD4CD4CD4CD4CA3BA3BA3BA3BA3BA3BA3BD4CD4CA3BA3BA3BA3BA3BD4CD4CD4CD4CD4CD4CD4CD4CD4CD4CA3BA3BA3BA3BA3BD4CA3BA3BTBTBTBTBTATATATBTBTAC2 x (2) TOP &BOTTOM OFMAIL BOXES (TYP.)C4C4C4C4C4C4C4C4C4C5C5C2 x (2) TOP &BOTTOM OFMAIL BOXES (TYP.)C2 x (2) TOP &BOTTOM OFMAIL BOXES (TYP.)D3BD3BD3AD3AD3AD3AD3AD3AC4H1 x (?)H1 x (?)H1 x (?)H1 x (?)D3AD3AD3AD4CTATATATATBTBTBA3BA3BA3BA3BA3BA3BA3BH1 x (?)H1 x (?)H1 x (?)H1 x (?)H1 x (?)H1 x (?)H1 x (?)H1 x (?)H1 x (?)H1 x (?)H1 x (?)H1 x (?)H1 x (?)H1 x (?)H1 x (?)H1 x (?)H1 x (?)D3BD3BH1 x (?)H1 x (?)D3BD3BD4BLA3BA3BD4BLLED RIBBONGRAZER @ TOPOF COUCH (TBD)LED RIBBONGRAZER @ TOPOF COUCH (TBD)D4CD4CD4CTR1TR2TR2TR2TR2TR2TR1A3BINTERIOR ARCHITECTURE, DESIGN, AND PROCUREMENT729 E. PRATT STREET, STE 2000, BALTIMORE, MD 21202TEL: 410.332.4700 FAX: 410.332.4701WWW.RDJONES.COMALL DESIGNS, SKETCHES, DRAWINGS, SPECIFICATIONS, MODELSAND SAMPLES ARE THE EXCLUSIVE PROPERTY OF R.D. JONES &ASSOCIATES, INC., WHETHER THE JOB FOR WHICH THEY ARE MADEIS EXCUTED OR NOT UNAUTHORIZED USE OF THESE DESIGNS ETC.FOR ANY OTHER PURPOSE IS PROHIBITED.CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL DIMENSIONSAND CONDITIONS ON THE JOB. INCLUDING BUILDING, ELEVATORAND CORRIDOR CLEARANCES WHERE JOB CONDITIONS PREVENTOBTAINING DIMENSIONS, OR RESULTS AS SHOWN OR SPECIFIED,CHECK WITH R. D. JONES & ASSOCIATES, INC. BEFOREPROCEEDING WITH THE WORK.12345678ABCDEFGHABCDEFGHSHEET TITLE:SCALE:DATE:DRAWN BY:PROJECT No:SHEET NUMBER:12345678As indicated7/10/2017 1:55:15 PM D:\REVIT\3338−CC Ithaca−ID−R2016_jcale.rvtI−201LRDJA−−3338LIGHTING PLANCITY CENTREITHACA, NYREVISION / ISSUE SCHEDULENo. DESCRIPTION DATE1 PROGRESS SET 06/30/20172 Permit Issue 07/10/2017I-201LSCALE: 1" = 100'-0"K1KEY PLANI-201LSCALE: 1/4" = 1'-0"1LEVEL 01 - AMENITY AREAGENERAL RCP NOTESH. ACCESS PANELS AT DRYWALL CEILING TO BE PAINTED TO MATCHADJACENT CEILING PAINT COLOR, UNLESS OTHERWISE NOTED.I. MUSIC SPEAKERS TO BE INSTALLED N CEILING BY OWNER'S AVCONTRACTOR - COORDINATE PRIOR TO CEILING CONSTRUCTION.J. COORDINATE CEILING/FLOOR FRAMING ASSEMBLY TO AVOIDRECESSED DOWNLIGHT LOCATIONS IN CORRIDORS. RECESSEDDOWNLIGHTS ARE TO BE INSTALLED w/ FIRE RATED ENCLOSUREBOXES SUPPLIED w/ FIXTURE AS REQUIRED, SEE ARCH.K. THE GENERAL CONTRACTOR SHALL COORDINATE THEINSTALLATION OF ALL DECORATIVE ART AND MIRRORS, ETC. ANDPROVIDE ADEQUATE CONCEALED FIRE RETARDANT CONTINUOUSBLOCKING TO SUPPORT A SECURED INSTALLATION.L. THE GENERAL CONTRACTOR SHALL ASSEMBLE & INSTALL ALLDECORATIVE LIGHT FIXTURES (OWNER SUPPLIED ANDCONTRACTOR SUPPLIED FIXTURES) AS NEEDED FOR ACOMPLETE AND PROPER INSTALLATION AS OUTLINED IN THEMANUFACTURERS SPECIFICATIONS. BLOCKING AND/ORSTRUCTURAL SUPPORT FOR ALL DECORATIVE LIGHT FIXTURESSHALL BE PROVIDED BY THE GENERAL CONTRACTOR FORADEQUATE SUPPORT. WHERE STRUCTURAL SUPPORT ISREQUIRED, GENERAL CONTRACTOR IS RESPONSIBLE FORPROVIDING SHOP DRAWINGS SIGNED AND SEALED BY ASTRUCTURAL PE REGISTERED IN THE LOCAL JURISDICTION.REFER TO LIGHTING SCHEDULE UNDER SEPARATE COVER FORADDITIONAL LIGHTING SPECIFIC INFORMATION.GENERAL RCP NOTESA. DRYWALL CEILINGS AND CEILING TILE SHALL BE INSTALLED INACCORDANCE TO STANDARDS AND CODES AS INDICATED INARCHITECTS SPECIFICATIONS, AND IN ACCORDANCE TOMANUFACTURERS PRINTED RECOMMENDATIONS (DRYWALLCEILINGS: USG DRYWALL SUSPENSION SYSTEM, OR EQUAL).B. REFER TO ELEVATIONS FOR DIMENSIONED LOCATIONS OF WALLSCONCES.C. LIGHTING ON THIS PLAN IS SHOWN FOR DIMENSIONEDLOCATIONS OF LIGHT FIXTURES - REFER TO ELECTRICALENGINEER'S LIGHTING DRAWINGS FOR ALL OTHER LIGHTINGINFORMATION, INCLUDING LIGHTING TAGS, LIGHTING SCHEDULEAND SWITCHING, REFER TO RD JONES CONSTRUCTION MANUALFOR LIGHTING CUT SHEETS.D. INSTALL BLOCKING IN CEILING FOR ALL LIGHTING AND FEATUREITEM SUPPORT AS REQUIRED.E. VERIFY ALL FINISHED CEILING HEIGHTS IN FIELD PRIOR TO ANYCONSTRUCTION OR FABRICATION.F. WHERE DRYWALL CEILING SOFFITS ARE SHOWN ALIGNING WITHWALLS, THE EDGE OF THE SOFFIT SHALL ALIGN WITH THEFINISHED FACE OF THE WALLS.G. DIMENSIONS SHOWN ON REFLECTED CEILING PLANS ARE FROMFINISH FACE OF WALLS, UNLESS OTHERWISE NOTED. FECFECFECFECFECFECFECFECFECFEC8' - 0" AFF8' - 6" AFF8' - 0" AFF8' - 6" AFF8' - 6" AFF8' - 0" AFF8' - 0" AFF8' - 6" AFF8' - 0" AFF8' - 6" AFF9' - 0" AFFCH-20CH-20CH-20MIRRORMIRRORARTMURALARTARTARTARTARTWS-51WALL SCONCE TYP. ATEACH TENANT DOOR,UNLESS OTHERWISENOTED8' - 0" AFFINTERIOR ARCHITECTURE, DESIGN, AND PROCUREMENT729 E. PRATT STREET, STE 2000, BALTIMORE, MD 21202TEL: 410.332.4700 FAX: 410.332.4701WWW.RDJONES.COMALL DESIGNS, SKETCHES, DRAWINGS, SPECIFICATIONS, MODELSAND SAMPLES ARE THE EXCLUSIVE PROPERTY OF R.D. JONES &ASSOCIATES, INC., WHETHER THE JOB FOR WHICH THEY ARE MADEIS EXCUTED OR NOT UNAUTHORIZED USE OF THESE DESIGNS ETC.FOR ANY OTHER PURPOSE IS PROHIBITED.CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL DIMENSIONSAND CONDITIONS ON THE JOB. INCLUDING BUILDING, ELEVATORAND CORRIDOR CLEARANCES WHERE JOB CONDITIONS PREVENTOBTAINING DIMENSIONS, OR RESULTS AS SHOWN OR SPECIFIED,CHECK WITH R. D. JONES & ASSOCIATES, INC. BEFOREPROCEEDING WITH THE WORK.12345678ABCDEFGHABCDEFGHSHEET TITLE:SCALE:DATE:DRAWN BY:PROJECT No:SHEET NUMBER:12345678As indicated7/10/2017 1:55:20 PM D:\REVIT\3338−CC Ithaca−ID−R2016_jcale.rvtI−202RDJA−−3338REFLECTED CEILINGPLANCITY CENTREITHACA, NYREVISION / ISSUE SCHEDULENo. DESCRIPTION DATE1 PROGRESS SET 06/30/20172 Permit Issue 07/10/2017I-202SCALE: 1/8" = 1'-0"1TYPICAL CORRIDOR LEVELS 02 -08 (LEVEL 02 SHOWN)I-202SCALE: 1" = 100'-0"K1KEY PLANGENERAL RCP NOTESH. ACCESS PANELS AT DRYWALL CEILING TO BE PAINTED TO MATCHADJACENT CEILING PAINT COLOR, UNLESS OTHERWISE NOTED.I. MUSIC SPEAKERS TO BE INSTALLED N CEILING BY OWNER'S AVCONTRACTOR - COORDINATE PRIOR TO CEILING CONSTRUCTION.J. COORDINATE CEILING/FLOOR FRAMING ASSEMBLY TO AVOIDRECESSED DOWNLIGHT LOCATIONS IN CORRIDORS. RECESSEDDOWNLIGHTS ARE TO BE INSTALLED w/ FIRE RATED ENCLOSUREBOXES SUPPLIED w/ FIXTURE AS REQUIRED, SEE ARCH.K. THE GENERAL CONTRACTOR SHALL COORDINATE THEINSTALLATION OF ALL DECORATIVE ART AND MIRRORS, ETC. ANDPROVIDE ADEQUATE CONCEALED FIRE RETARDANT CONTINUOUSBLOCKING TO SUPPORT A SECURED INSTALLATION.L. THE GENERAL CONTRACTOR SHALL ASSEMBLE & INSTALL ALLDECORATIVE LIGHT FIXTURES (OWNER SUPPLIED ANDCONTRACTOR SUPPLIED FIXTURES) AS NEEDED FOR ACOMPLETE AND PROPER INSTALLATION AS OUTLINED IN THEMANUFACTURERS SPECIFICATIONS. BLOCKING AND/ORSTRUCTURAL SUPPORT FOR ALL DECORATIVE LIGHT FIXTURESSHALL BE PROVIDED BY THE GENERAL CONTRACTOR FORADEQUATE SUPPORT. WHERE STRUCTURAL SUPPORT ISREQUIRED, GENERAL CONTRACTOR IS RESPONSIBLE FORPROVIDING SHOP DRAWINGS SIGNED AND SEALED BY ASTRUCTURAL PE REGISTERED IN THE LOCAL JURISDICTION.REFER TO LIGHTING SCHEDULE UNDER SEPARATE COVER FORADDITIONAL LIGHTING SPECIFIC INFORMATION.GENERAL RCP NOTESA. DRYWALL CEILINGS AND CEILING TILE SHALL BE INSTALLED INACCORDANCE TO STANDARDS AND CODES AS INDICATED INARCHITECTS SPECIFICATIONS, AND IN ACCORDANCE TOMANUFACTURERS PRINTED RECOMMENDATIONS (DRYWALLCEILINGS: USG DRYWALL SUSPENSION SYSTEM, OR EQUAL).B. REFER TO ELEVATIONS FOR DIMENSIONED LOCATIONS OF WALLSCONCES.C. LIGHTING ON THIS PLAN IS SHOWN FOR DIMENSIONEDLOCATIONS OF LIGHT FIXTURES - REFER TO ELECTRICALENGINEER'S LIGHTING DRAWINGS FOR ALL OTHER LIGHTINGINFORMATION, INCLUDING LIGHTING TAGS, LIGHTING SCHEDULEAND SWITCHING, REFER TO RD JONES CONSTRUCTION MANUALFOR LIGHTING CUT SHEETS.D. INSTALL BLOCKING IN CEILING FOR ALL LIGHTING AND FEATUREITEM SUPPORT AS REQUIRED.E. VERIFY ALL FINISHED CEILING HEIGHTS IN FIELD PRIOR TO ANYCONSTRUCTION OR FABRICATION.F. WHERE DRYWALL CEILING SOFFITS ARE SHOWN ALIGNING WITHWALLS, THE EDGE OF THE SOFFIT SHALL ALIGN WITH THEFINISHED FACE OF THE WALLS.G. DIMENSIONS SHOWN ON REFLECTED CEILING PLANS ARE FROMFINISH FACE OF WALLS, UNLESS OTHERWISE NOTED. RDODRDODRDODRDODR D O D R D O DFDFDFDFD FDFDFDFDFDFDFECFECFECFECFECFECFECFECFECFECFECFECFDFDFDFDFDFDFDD4CD4CW3AW3AD4CD4CD4CD4CW3AW3AD4CD4CD4CD4CW3AW3AW3AW3AW3AD4CD4CD4CD4CW3AW3AD4CD4CD4CD4CW3AW3AD4CD4CD4CD4CA3BA3BA3BA3BD3BD3BD4CD4CD4CD4CD4CD4CINTERIOR ARCHITECTURE, DESIGN, AND PROCUREMENT729 E. PRATT STREET, STE 2000, BALTIMORE, MD 21202TEL: 410.332.4700 FAX: 410.332.4701WWW.RDJONES.COMALL DESIGNS, SKETCHES, DRAWINGS, SPECIFICATIONS, MODELSAND SAMPLES ARE THE EXCLUSIVE PROPERTY OF R.D. JONES &ASSOCIATES, INC., WHETHER THE JOB FOR WHICH THEY ARE MADEIS EXCUTED OR NOT UNAUTHORIZED USE OF THESE DESIGNS ETC.FOR ANY OTHER PURPOSE IS PROHIBITED.CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL DIMENSIONSAND CONDITIONS ON THE JOB. INCLUDING BUILDING, ELEVATORAND CORRIDOR CLEARANCES WHERE JOB CONDITIONS PREVENTOBTAINING DIMENSIONS, OR RESULTS AS SHOWN OR SPECIFIED,CHECK WITH R. D. JONES & ASSOCIATES, INC. BEFOREPROCEEDING WITH THE WORK.12345678ABCDEFGHABCDEFGHSHEET TITLE:SCALE:DATE:DRAWN BY:PROJECT No:SHEET NUMBER:12345678As indicated7/10/2017 1:55:26 PM D:\REVIT\3338−CC Ithaca−ID−R2016_jcale.rvtI−202LRDJA−−3338LIGHTING PLANCITY CENTREITHACA, NYREVISION / ISSUE SCHEDULENo. DESCRIPTION DATE1 PROGRESS SET 06/30/20172 Permit Issue 07/10/2017I-202LSCALE: 1/8" = 1'-0"1TYPICAL CORRIDOR LEVELS 02 -08 (LEVEL 02 SHOWN)I-202LSCALE: 1" = 100'-0"K1KEY PLANGENERAL RCP NOTESH. ACCESS PANELS AT DRYWALL CEILING TO BE PAINTED TO MATCHADJACENT CEILING PAINT COLOR, UNLESS OTHERWISE NOTED.I. MUSIC SPEAKERS TO BE INSTALLED N CEILING BY OWNER'S AVCONTRACTOR - COORDINATE PRIOR TO CEILING CONSTRUCTION.J. COORDINATE CEILING/FLOOR FRAMING ASSEMBLY TO AVOIDRECESSED DOWNLIGHT LOCATIONS IN CORRIDORS. RECESSEDDOWNLIGHTS ARE TO BE INSTALLED w/ FIRE RATED ENCLOSUREBOXES SUPPLIED w/ FIXTURE AS REQUIRED, SEE ARCH.K. THE GENERAL CONTRACTOR SHALL COORDINATE THEINSTALLATION OF ALL DECORATIVE ART AND MIRRORS, ETC. ANDPROVIDE ADEQUATE CONCEALED FIRE RETARDANT CONTINUOUSBLOCKING TO SUPPORT A SECURED INSTALLATION.L. THE GENERAL CONTRACTOR SHALL ASSEMBLE & INSTALL ALLDECORATIVE LIGHT FIXTURES (OWNER SUPPLIED ANDCONTRACTOR SUPPLIED FIXTURES) AS NEEDED FOR ACOMPLETE AND PROPER INSTALLATION AS OUTLINED IN THEMANUFACTURERS SPECIFICATIONS. BLOCKING AND/ORSTRUCTURAL SUPPORT FOR ALL DECORATIVE LIGHT FIXTURESSHALL BE PROVIDED BY THE GENERAL CONTRACTOR FORADEQUATE SUPPORT. WHERE STRUCTURAL SUPPORT ISREQUIRED, GENERAL CONTRACTOR IS RESPONSIBLE FORPROVIDING SHOP DRAWINGS SIGNED AND SEALED BY ASTRUCTURAL PE REGISTERED IN THE LOCAL JURISDICTION.REFER TO LIGHTING SCHEDULE UNDER SEPARATE COVER FORADDITIONAL LIGHTING SPECIFIC INFORMATION.GENERAL RCP NOTESA. DRYWALL CEILINGS AND CEILING TILE SHALL BE INSTALLED INACCORDANCE TO STANDARDS AND CODES AS INDICATED INARCHITECTS SPECIFICATIONS, AND IN ACCORDANCE TOMANUFACTURERS PRINTED RECOMMENDATIONS (DRYWALLCEILINGS: USG DRYWALL SUSPENSION SYSTEM, OR EQUAL).B. REFER TO ELEVATIONS FOR DIMENSIONED LOCATIONS OF WALLSCONCES.C. LIGHTING ON THIS PLAN IS SHOWN FOR DIMENSIONEDLOCATIONS OF LIGHT FIXTURES - REFER TO ELECTRICALENGINEER'S LIGHTING DRAWINGS FOR ALL OTHER LIGHTINGINFORMATION, INCLUDING LIGHTING TAGS, LIGHTING SCHEDULEAND SWITCHING, REFER TO RD JONES CONSTRUCTION MANUALFOR LIGHTING CUT SHEETS.D. INSTALL BLOCKING IN CEILING FOR ALL LIGHTING AND FEATUREITEM SUPPORT AS REQUIRED.E. VERIFY ALL FINISHED CEILING HEIGHTS IN FIELD PRIOR TO ANYCONSTRUCTION OR FABRICATION.F. WHERE DRYWALL CEILING SOFFITS ARE SHOWN ALIGNING WITHWALLS, THE EDGE OF THE SOFFIT SHALL ALIGN WITH THEFINISHED FACE OF THE WALLS.G. DIMENSIONS SHOWN ON REFLECTED CEILING PLANS ARE FROMFINISH FACE OF WALLS, UNLESS OTHERWISE NOTED. FECH-GFIH-GFIGFIH-GFIGFIGFIGFIGFIUSBUSBUSBUSBUSBGFIJJJJ JJJJJJJJJ JH-GFIH-GFIGFIJJJAVAVAVAVAVAVAVAVAVAVJJUSBU S BUSBUSB AV176 SFWOMENS105 SFPACKAGE ROOM65 SFLUXOR153 SFMAILROOM213 SFBILLIARD821 SFENTERTAINMENT KITCHEN640 SFCLUB ROOM174 SFMENS180 SFELEVATOR LOBBYNot EnclosedFIRE COMMAND ROOM551 SFP-90X93 SFMECH28 SFMECH62 SFJ. CLOSET184 SFMANAGER171 SFCONFERENCE452 SFLOBBY127 SFDOG WASH263 SFFITNESS B219 SFE-LOUNGE118 SFVESTIBULE120 SFSTUDY85 SFAV580 SFFITNESS A602 SFFITNESS C82 SFENTRY CORRIDOR251 SFWEST CORRIDOR814 SFEAST CORRIDORREFDATA FORCOFFEE MAKERDISPOSALFIREPLACE CONTROLJ-BOX FOR SHELFLIGHTS & WINE DISPLAYJ-BOX FOR SHELFLIGHTS & WINE DISPLAYJ-BOXES FOR SHELF LIGHTS &UNDER COUNTER LIGHTSJ-BOX FOR STRIPLIGHTS ABOVE &BELOW MAILBOXESJ-BOX FOR STRIPLIGHTS ABOVE &BELOW MAILBOXESJ-BOX FOR SHELF LIGHTS42" AFF42" AFF42" AFF42" AFFJ-BOX FORDRINKINGFOUNTAINWATERLINECOORDINATE POWER & DATA WITHFITNESS EQUIPMENT LAYOUTGAS LINE FORFIREPLACEFLOOR POWER& DATA FORTABLE TOPMOCKETTS(2) UNDERCOUNTER WINECOOLER(2) UNDERCOUNTER WINECOOLERDW42" AFFOUTLET FOR MWWATER LINE FORICE MAKERWATER LINEFOR COFFEEMAKERJ-BOX FOR UNDERCABINET LIGHTSCOORDINATE POWER &DATA REQUIREMENTSWITH STORAGE UNITMANUFACTURERFLOOR MOUNTEDLIGHT FIXTUREFLOOR MOUNTEDLIGHT FIXTURE(4) FLOORMOUNTED LIGHTFIXTURES(2) FLOORMOUNTED LIGHTFIXTURES(2) FLOORMOUNTED LIGHTFIXTURES(4) FLOORMOUNTED LIGHTFIXTURES42" AFFJ-BOX FOR UNDERSHELF LIGHTS36" AFFCALL BOX & FIREANNUNCIATOR PANELSEE ARCH'S DWGSPOWER & DATAFOR TABLE TOPMOCKETTPOWER & AV FOR TV COORDINATEINSTALL HEIGHT WITH EQUIPMENT &MOUNTING BRACKETPOWER & AV FOR TV COORDINATEINSTALL HEIGHT WITH EQUIPMENT &MOUNTING BRACKET(3) FLOORMOUNTED LIGHTFIXTURES(3) FLOORMOUNTED LIGHTFIXTURES(3) FLOORMOUNTED LIGHTFIXTURES(3) FLOORMOUNTED LIGHTFIXTURES42" AFF42" AFFPOWER & AV FOR TV COORDINATEINSTALL HEIGHT WITH EQUIPMENT &MOUNTING BRACKETPOWER & AV FOR TVCOORDINATE INSTALLHEIGHT WITH EQUIPMENT &MOUNTING BRACKETPOWER & AV FOR TVCOORDINATE INSTALLHEIGHT WITH EQUIPMENT &MOUNTING BRACKETPOWER & AV FOR TVCOORDINATE INSTALL HEIGHTWITH EQUIPMENT &MOUNTING BRACKETPOWER & AV FOR TVCOORDINATE INSTALLHEIGHT WITH EQUIPMENT &MOUNTING BRACKETJ-BOX FOR BOTTLEFILL STATIONPOWER & DATE FORTABLE MOUNTED MOCKETTSJ-BOX FOR COOKTOP30" AFF30" AFF24" AFF(BELOWCOUNTERTOP)COUNTER TOP MOCKETTCOUNTER TOP MOCKETT+42"+34"42" AFF42" AFFDOUBLESIDEDFIREPLACESWITCH CONTROL FOR:GARAGEENTRY DOORDOOR AT ELEVATOR LOBBYDOOR TO OUTSIDE COURTYARD30" AFFW/ USBADA PUSHBUTTON TOOPEN BOTHDOORSADA PUSHBUTTON TOOPEN BOTHDOORS34" AFFIPAD DOCKING STATIONPOWER/DATAFOR PRINTERNot EnclosedMECHUNDERCOUNTERLIGHT(3) FLOORMOUNTED LIGHTFIXTURESINTERIOR ARCHITECTURE, DESIGN, AND PROCUREMENT729 E. PRATT STREET, STE 2000, BALTIMORE, MD 21202TEL: 410.332.4700 FAX: 410.332.4701WWW.RDJONES.COMALL DESIGNS, SKETCHES, DRAWINGS, SPECIFICATIONS, MODELSAND SAMPLES ARE THE EXCLUSIVE PROPERTY OF R.D. JONES &ASSOCIATES, INC., WHETHER THE JOB FOR WHICH THEY ARE MADEIS EXCUTED OR NOT UNAUTHORIZED USE OF THESE DESIGNS ETC.FOR ANY OTHER PURPOSE IS PROHIBITED.CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL DIMENSIONSAND CONDITIONS ON THE JOB. INCLUDING BUILDING, ELEVATORAND CORRIDOR CLEARANCES WHERE JOB CONDITIONS PREVENTOBTAINING DIMENSIONS, OR RESULTS AS SHOWN OR SPECIFIED,CHECK WITH R. D. JONES & ASSOCIATES, INC. BEFOREPROCEEDING WITH THE WORK.12345678ABCDEFGHABCDEFGHSHEET TITLE:SCALE:DATE:DRAWN BY:PROJECT No:SHEET NUMBER:12345678As indicated7/10/2017 1:55:45 PM D:\REVIT\3338−CC Ithaca−ID−R2016_jcale.rvtI−301RDJA−−3338ELECTRICAL PLANCITY CENTREITHACA, NYGENERAL ELECTRICAL PLAN NOTESA. REFER TO ELECTRICAL ENGINEERS DRAWINGS FOR COMPLETEPOWER, DATA, COMMUNICATION REQUIREMENTS & LAYOUTS.THESE ELECTRICAL AND LIGHTING PLANS ARE PRESENTED TOSHOW LOCATIONS AND TYPES WITHIN INTERIOR DESIGN SCOPEBUT MAY NOT REPRESENT THE QUANTITY AND LOCATIONREQUIRED BY CODE.B. PLATES FOR SWITCHES AND RECEPTACLES TO BE FINISHED TOMATCH ADJACENT WALL COLOR.C. FLOOR OUTLETS & RECEPTACLES SHALL BE SOLID METAL,BRUSHED STAINLESS STEEL FINISH, FULLY RECESSED ANDFLUSH WITH THE TOP OF FLOOR FINISH. VERIFY LOCATION w/INTERIOR DESIGNER PRIOR TO CORE-DRILL.D. REFER TO ELEVATIONS & DETAILS FOR LOCATIONS OF J-BOXESFOR WALL MOUNTED LIGHT FIXTURES.E. 5. REFER TO RCP FOR J-BOXES AT THE CEILING.F. COORD. TV SIZES AND TV MOUNTING HARDWARE W/ A/VCONSULTANT, TYP.G. PROVIDE CLOCK BOX RECEPTACLE AT ALL WALL MOUNTEDTELEVISIONS, TYPICAL.REVISION / ISSUE SCHEDULENo. DESCRIPTION DATE1 PROGRESS SET 06/30/20172 Permit Issue 07/10/2017I-301SCALE: 1/4" = 1'-0"1LEVEL 01 - AMENITY AREAI-301SCALE: 1" = 100'-0"K1KEY PLAN FECINTERIOR ARCHITECTURE, DESIGN, AND PROCUREMENT729 E. PRATT STREET, STE 2000, BALTIMORE, MD 21202TEL: 410.332.4700 FAX: 410.332.4701WWW.RDJONES.COMALL DESIGNS, SKETCHES, DRAWINGS, SPECIFICATIONS, MODELSAND SAMPLES ARE THE EXCLUSIVE PROPERTY OF R.D. JONES &ASSOCIATES, INC., WHETHER THE JOB FOR WHICH THEY ARE MADEIS EXCUTED OR NOT UNAUTHORIZED USE OF THESE DESIGNS ETC.FOR ANY OTHER PURPOSE IS PROHIBITED.CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL DIMENSIONSAND CONDITIONS ON THE JOB. INCLUDING BUILDING, ELEVATORAND CORRIDOR CLEARANCES WHERE JOB CONDITIONS PREVENTOBTAINING DIMENSIONS, OR RESULTS AS SHOWN OR SPECIFIED,CHECK WITH R. D. JONES & ASSOCIATES, INC. BEFOREPROCEEDING WITH THE WORK.12345678ABCDEFGHABCDEFGHSHEET TITLE:SCALE:DATE:DRAWN BY:PROJECT No:SHEET NUMBER:12345678As indicated7/10/2017 1:55:51 PM D:\REVIT\3338−CC Ithaca−ID−R2016_jcale.rvtI−401AUTHOR−−3338FINISH PLANCITY CENTREITHACA, NYGENERAL FINISH PLAN NOTESH. REFER TO ARCHITECTURAL DOCUMENTS FOR ALL DOOR ANDDOOR HARDWARE SPECIFICATIONS, AND FOR FLOORTRANSITIONS AT EXTERIOR DOORS.I. ALL WALL AND FLOOR FINISHES SHALL BE INSTALLED PERMANUFACTURERS INSTRUCTIONS.J. FIRE EXTINGUISHER CABINETS SHALL BE PAINTED TO MATCHTHE WALL INSTALLED UPON, UNLESS OTHERWISE NOTED.K. CORRIDORS: SERVICE DOORS & FRAMES (EXIT STAIRS, ELEC.ROOMS, MECH. ROOMS, TRASH ROOMS, STORAGE ROOMS,HOLD-OPEN DOORS AND T/D ROOMS) TO BE PAINTED PT-4,UNLESS OTHERWISE NOTED. REFER TO ELEVATIONS & DETAILSFOR FINISHES OF DOORS & FRAMES AT APARTMENT ENTRY &ELEVATORS. HOLD OPEN FIRE DOORS TO MATCH ADJACENTWALL FINISH.L. CORRIDORS: WALLS IN APARTMENT CORRIDORS TO BE PAINTEDPT-4, UNLESS OTHERWISE NOTED.M. CORRIDORS: CARPET CPT-6 FOR TYPICAL CORRIDORS w/ CPT-7AT ACCENTS. REFER TO SEAMING DIAGRAM & FLOODED CARPETPLAN FOR CARPET LAYOUT IN THE RDJA CONSTRUCTIONDOCUMENTATION MANUAL.GENERAL FINISH PLAN NOTESA. REFER TO FINISH SCHEDULE FOR DESCRIPTION ANDSPECIFICATION OF ALL INTERIOR FINISHES.B. REFER TO RD JONES CONSTRUCTION DOCUMENTATION MANUAL,UNDER SEPARATE COVER, FOR PRODUCT DATA SHEETS OFITEMS IN SCHEDULES.C. UNLESS OTHERWISE NOTED ON THIS FINISH PLAN, REFER TOELEVATIONS FOR FINISHES ON WALLS, AND REFER TOREFLECTED CEILING PLAN FOR FINISHES ON THE CEILING.D. FLOOR FINISH TRANSITIONS SHOWN ON THIS PLAN(TILE, WOODPLANK, CARPET) SHALL ALIGN WITH OUTSIDE EDGE OF THE WALLBASE (NOT THE EDGE OF THE WALL), UNLESS OTHERWISENOTED.E. ALL COVER PLATES AT ALL DEVICES SHALL BE PAINTED TOMATCH THE FINISH OF THE WALL IN WHICH THEY ARE INSTALLEDUPON.F. ALL DIFFUSERS, REGISTERS AND ACCESS PANELS IN THECEILING AND WALLS SHALL BE PAINTED TO MATCH THE FINISH INWHICH THEY ARE INSTALLED UPON.G. CONTRACTOR TO SUPPLY DESIGNER WITH BRUSH DOWNS OFALL SPECIALTY, STAIN, AND PAINT SPECIFICATIONS FORDESIGNER APPROVAL PRIOR TO COMMENCING WORK.CONTRACTOR TO SUPPLY DESIGNER WITH ALL MATERIALSAMPLES THAT CONTRACTOR IS SUPPLYING FOR APPROVALSBEFORE ORDERING. DESIGNER HAS THE AUTHORITY TO REJECTSAMPLES NOT PREVIOUSLY APPROVED.REVISION / ISSUE SCHEDULENo. DESCRIPTION DATE1 PROGRESS SET 06/30/20172 Permit Issue 07/10/2017I-401SCALE: 1/4" = 1'-0"1LEVEL 01 - AMENITY AREAI-401SCALE: 1" = 100'-0"K1KEY PLAN FEC+42"+34"INTERIOR ARCHITECTURE, DESIGN, AND PROCUREMENT729 E. PRATT STREET, STE 2000, BALTIMORE, MD 21202TEL: 410.332.4700 FAX: 410.332.4701WWW.RDJONES.COMALL DESIGNS, SKETCHES, DRAWINGS, SPECIFICATIONS, MODELSAND SAMPLES ARE THE EXCLUSIVE PROPERTY OF R.D. JONES &ASSOCIATES, INC., WHETHER THE JOB FOR WHICH THEY ARE MADEIS EXCUTED OR NOT UNAUTHORIZED USE OF THESE DESIGNS ETC.FOR ANY OTHER PURPOSE IS PROHIBITED.CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL DIMENSIONSAND CONDITIONS ON THE JOB. INCLUDING BUILDING, ELEVATORAND CORRIDOR CLEARANCES WHERE JOB CONDITIONS PREVENTOBTAINING DIMENSIONS, OR RESULTS AS SHOWN OR SPECIFIED,CHECK WITH R. D. JONES & ASSOCIATES, INC. BEFOREPROCEEDING WITH THE WORK.12345678ABCDEFGHABCDEFGHSHEET TITLE:SCALE:DATE:DRAWN BY:PROJECT No:SHEET NUMBER:12345678As indicated7/10/2017 1:55:57 PM D:\REVIT\3338−CC Ithaca−ID−R2016_jcale.rvtI−501AUTHOR−−3338FURNITURE, FIXTURES &EQUIPMENTCITY CENTREITHACA, NYGENERAL FURNITURE PLAN NOTESE. THE GENERAL CONTRACTOR SHALL COORDINATE THEINSTALLATION OF ALL DECORATIVE ART AND MIRRORS, ETC. ANDPROVIDE ADEQUATE CONCEALD FIRE RETARDANT CONTINUOUSBLOCKING TO SUPPORT A SECURED INSTALLATION.F. THE GENERAL CONTRACTOR SHALL ASSEMBLE & INSTALL ALLDECORATIVE LIGHT FIXTURES (OWNER SUPPLIED ANDCONTRACTOR SUPPLIED FIXTURES) FOR A COMPLETE ANDPROPER INSTALLATION AS OUTLINED IN THE MANUFACTURERSSPECIFICATIONS. BLOCKING AND/OR STRUCTURAL SUPPORT FORALL DECORATIVE LIGHT FIXTURES SHALL BE PROVIDED BY THEGENERAL CONTRACTOR FOR ADEQUATE SUPPORT. WHERESTRUCTURAL SUPPORT IS REQUIRED, GENERAL CONTRACTOR ISRESPONSIBLE FOR PROVIDING SHOP DRAWINGS SIGNED ANDSEALED BY A STRUCTURAL PE REGISTERED IN THE LOCALJURISDICTION. REFER TO LIGHTING SCHEDULE & LIGHTINGSPECIFICATIONS FOR ADDITIONAL LIGHTING INFORMATION.GENERAL FURNITURE PLAN NOTESA. REFER TO R.D.JONES FF&E SPECIFICATIONS UNDER SEPARATECOVER FOR REFERENCE TO ALL SPECIFICATION NUMBERS ONTHIS FURNISHINGS PLAN.B. ALL FURNISHINGS TAGGED ON THIS FURNITURE PLAN AREOWNER SUPPLIED AND OWNER INSTALLED, UNLESS OTHERWISENOTED. REFER TO FF&E SPECIFICATIONS FOR MOUNTINGREQUIREMENTS. REFER TO FINISH SCHEDULE FOR F.F.E. FINISHITEMS INSTALLATION RESPONSIBLITY (i.e.: WALLCOVERING,CARPET).C. PRIOR TO PURCHASING, INSTALLER SHALL BE RESPONSIBLE FORVERIFYING ALL QUANTITY TAKE OFFS AND SUBMITTING THESEQUANTITIES TO DESIGNER / PURCHASING AGENT. INSTALLERSHALL ALSO BE RESPONSIBLE FOR SUPPLYING, RECEIVING,WAREHOUSING AND INSPECTING ALL FLOOR COVERING ANDUNDERLAYMENTS PRIOR TO FABRICATION AND ORINSTALLATION. ANY MANUFACTURING DEFECT SHALL BEREPORTED TO R.D.JONES AND ASSOCIATES AND / OR CLIENTIMMEDIATELY.D. PRIOR TO DELIVERY OF GOODS TO BUILDING, GENERALCONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING FROMPURCHASING AGENT ACTUAL CUTTINGS FOR IDENTIFICATIONSPURPOSES OF ALL GOODS AND ITEMS INSTALLED BY THEGENERAL CONTRACTOR.REVISION / ISSUE SCHEDULENo. DESCRIPTION DATE1 PROGRESS SET 06/30/20172 Permit Issue 07/10/2017I-501SCALE: 1/4" = 1'-0"1LEVEL 01 - AMENITY AREAI-501SCALE: 1" = 100'-0"K1KEY PLAN CITY CENTRE WHITHAM PLANNING & DESIGN, LLC DRAWING LIST 05 JULY 2017 PRE PERMIT REVIEW SET L000 SITE PLAN + PLANTING L100 LAYOUT PLAN L100-A LAYOUT PLAN: CORNER AURORA & STATE STREET L100-B LAYOUT PLAN: GREEN ROOF L100-C LAYOUT PLAN: 8TH FLOOR TERRACE L101 DETAILS PLAN L102 SOILS PLAN L200 PLANTING PLAN KEY L01 PLANTING PLAN: 8TH FLOOR ROOF TERRACE L02 STATE STREET PLANTING PLAN L03 STATE STREET PLANTING PLAN L04 GREEN STREET PLANTING PLAN L05 AURORA STREET PLANTING PLAN L06 GREEN ROOF PLANTING PLAN L07 GREEN ROOF PLANTING PLAN L08 GREEN ROOF PLANTING PLAN L09 GREEN STREET PLANTING PLAN L10 GREEN STREET PLANTING PLAN L11 GREEN STREET PLANTING PLAN L12 GREEN STREET PLANTING PLAN L301-A GREEN ROOF DETAILS L301-B TYPICAL GREEN ROOF SECTION L302 PLANTING DETAILS L303 STREET DETAILS L400 SCHEDULES L401-A MANUFACTURER DETAILS L401-B MANUFACTURER DETAILS L401-C MANUFACTURER DETAILS 4'-1 " 6'- 0 1 / 1 6 "24'-0 3/8"2 2 ' - 0 " 4'-0" 8'- 1 1 1 / 1 6 " L-7 FOUN D A TI O N W A L L SFEC FEC FEC FECS L IGH T S LOPE TO DRA IN 5 ' - 1 1 1 5 / 1 6 " 6' - 0 "13'-2 13/16"9'-10 3/16"2'-8 13/16"6'-0"19'-7 3/4" 8'-4 9/16"6'-7 1/4"17'-6 3/4"16'-1 5/16"7'-11 3/4"7'-8 3/16"19' - 1 3 / 1 6 " 16'- 8 1 / 1 6 " 14'-1 15/16 "9'-9 1/8"11'-11 3/4" 11'-7 1/8" 12'-9" 10'-7 1/ 2"2'-11 1/16"4'-0"15'-1 1/8"2 2 ' - 1 0 5 / 8 " 6'-6 7/8"3'-0 1/16"3 4 ' - 1 1 " 33'-5 7/1 6"37'-3 7/8"9'-5 15/16"9'-11 7/8"9'-5 15/16"9'-5 15/16"9'-5 15/16"4'-0"4'-0"4'-0"4'-0"4'-0"5' - 5 7 / 8 " 33'- 7 1 / 1 6 "3'-6"2 4 ' - 1 1 3 / 1 6 " 4'- 1 1 " 7'-2"7'-8"30'-4"16'-0"10'-0"12'-11"139.106°4'-0"30'15'22'-7 1/4"5'-0"144.500°4' - 9 3 / 8 "3'-0"5 ' - 0 3 / 1 6 "5'-0"5'-0"2 9 ' - 1 5 / 1 6 " 2 3 ' - 9 7 / 8 "4'-6 1/8"2 ' - 0 "9'-11 7/8"1'-0"13'-11 13/16"4'-0"6'-0" R1 0 ' - 6 "9'-3"2'-6" 8'-0"8'-0"4'-0"16'-0" 8'-0"8'-0"4'-0"12'-5"8'-0"16'-0" 8'-0" 36'-0"63'-7"25'-0 3/4"7'-7 1/1 6 "4'-0"6'-0"3'-0"6"S04 S03 S01 S06 S05 COMD SE01 SE01 SE01 SE01 SE01 SE01 SE01 SE01 L1 L1 L1 L1 L1 L1 L1 SE03 SE03 SE03 SE03 SE03 SE03 SE03 SE03 SE03 SE03 SE04 SE04 PAV3 PAV3 PAV3 PAV3 PAV 2 PAV3 PAV4 COMD COMD COMD COMD COMD COHD P1 P2 P3 GRC1 GRC1 GRC2 S02 S02 SE04 COHD COHD COHD SE04 SE04 P1 P1 PAV1MD PAV1MD PAV1MD PAV1HD PAV1MD PAV1MD R1 R2 SE02 SE05 S02 S04 S04 S04 S04 S04 S04S04 S03 S03 S03 S03 S03 PAV3 F1 F1 F2 F5 F6 F8 F7 F4 F3 P5 P5 P4 P6 L3 L3 R3 L2 L2 L2 L2 L2 L2 L2 R2 LS02 LS01 CURB2 CURB1 CURB1 CURB1 CURB1 CURB1 CURB1 CURB1 CURB1 CURB1 S05 S05 S05S05S05 9'-8 1/4" 11'-8 7/1 6" 12'-5 9/16" 15'-3 1 / 8 " 17' - 7 5 / 1 6 " 1 7 ' - 2 5 / 1 6 "16'-9 7/8"15'-8 7/8"6'-2"4'-3"S05 S05 S05 S05 S05 S07 9'-1"24'-2" 6'-0"4'-0"1'-6"R3 ' - 7 "R4'-0"R40' - 1 1 " 3'-1 1 "7'-8 5/8"4'-0 1/4"PAV2 PAV2 PA V 2 P A V 2 6"DEPTH16"22"36" 30" 36"36" VOLUME (cubic yard)17.46.31.2641.2122.7379.91.71 S05S05 S05 S05 S05 S05 S05 S05 S05 S05 S05 S05 S05 S05 S06 S05 S05 S02 S02 S02 S02 S02S02S02S02 S04 S04 S02 S02 S02 S02 S07 S07 S07 S07 S07 S07 2'-0"2'-0"3'-0"6'-0" SCALE: DWG NO:CITY CENTRE301 EAST STATE STREETITHACA, NYSITE LAYOUT PLAN REVISIONS DATE 10 JULY 2017 L100 1":10' 60% CD SET - 19 MAY 2017 PRE-PERMIT REVIEWS SET - 05 JULY 2017 PERMIT ISSUE - 10 JULY 2017 4'-1" 4'-0" 8'- 1 1 1 / 1 6 " L-7 FECFEC19'-7 3/4"6'-7 1/4"17'-6 3/4"16'-1 5/16"7'-11 3/4"7'-8 3/16"19' - 1 3 / 1 6 " 16'- 8 1 / 1 6 " 14'-1 15/1 6 "9'-9 1/8"11'-11 3/4" 11'-7 1/8"12'-9"10'-7 1/2"2'-11 1/16"4'-0"6'-6 7/8"7'-2"30'-4"30'15' 13'-11 13/16"4'-0"R1 0 ' - 6 "9'-3"2'-6" 8'-0"6'-0"COMD SE01 SE01 SE01 SE01 SE01 SE01 SE01 SE01 L1 L1 L1 SE03 SE03 SE03 SE03 SE03 PAV3 PAV3 PAV 2 PAV3 PAV4 COMD COMD S02 SE04 SE04 P1 PAV1MD PAV1MD SE02 SE05 F4 F3 L2 LS02 CURB2 CURB1 CURB1 S05 9'-8 1/4"11'-8 7/16"12'-5 9/16" 15'-3 1 / 8 " 17' - 7 5 / 1 6 " 1 7 ' - 2 5 / 1 6 "16'-9 7/8"15'-8 7/8"6'-2"4'-3"S05 S05 S05 S07 9'-1"24'-2"R4'-0"7'-8 5/8"4'-0 1/4"PAV2 PAV2 PA V 2 P A V 2 S05S05 S05 S05 S05 S02S02 S07 S07 S07 S07 S07 S07 SCALE: DWG NO:CITY CENTRE301 EAST STATE STREETITHACA, NYLAYOUT PLAN: CORNER AURORA & STATE STREET REVISIONS DATE 10 JULY 2017 L100-A 3/16":1' 60% CD SET - 19 MAY 2017 PRE-PERMIT REVIEWS SET - 05 JULY 2017 PERMIT ISSUE - 10 JULY 2017 6'- 0 1 / 1 6 "24'-0 3/8"FOUN D A TI O N W A L L SFEC FEC FEC SL IGH T S LOPE TO DRA IN 6' - 0 "3'-0 1/16"3 4 ' - 1 1 "3'-6"2 4 ' - 1 1 3 / 1 6 " 4'- 1 1 " 7'-2"7'-8"30'-4"16'-0"10'-0"12'-11"22'-7 1/4"5'-0"144.500°4' - 9 3 / 8 "3'-0"5 ' - 0 3 / 1 6 "5'-0"5'-0"2 9 ' - 1 5 / 1 6 " 2 3 ' - 9 7 / 8 "4'-6 1/8"2 ' - 0 "9'-11 7/8"1'-0"4'-0"R1 0 ' - 6 " 8'-0"8'-0"4'-0"16'-0" 8'-0"8'-0"4'-0"12'-5"8'-0"16'-0" 8'-0"36'-0"63'-7"25'-0 3/4"7'-7 1/1 6 " S04 S03 S01 S06 S05 L1 PAV3 PAV3 PAV3 PAV4 COMD COHD P1 P2 P3 GRC1 GRC1 GRC2 S02 S02 SE04 COHD COHD P1 P1 R1 R2 SE05 S02 S04 S04 S04 S04 S04 S04S04 S03 S03 S03 S03 S03 PAV3 F4 F3 L3 L3 R3 L2 L2 L2 L2 L2 R2 LS02 CURB2 CURB1 CURB16'-2"4'-3"S07 R3 ' - 7 "R4'-0"R40' - 1 1 " 3'-1 1 " S06 S02 S02 S02 S02 S02S02S02S02 S04 S04 S07 S07 S07 S07 S07 S07 2'-0"2'-0"3'-0"6'-0" SCALE: DWG NO:CITY CENTRE301 EAST STATE STREETITHACA, NYLAYOUT PLAN: GREEN ROOF REVISIONS DATE 10 JULY 2017 L100-B 3/16":1' 60% CD SET - 19 MAY 2017 PRE-PERMIT REVIEWS SET - 05 JULY 2017 PERMIT ISSUE - 10 JULY 2017 33'-5 7/ 1 6"37'-3 7/8"9'-5 15/16"9'-11 7/8"9'-5 15/16"9'-5 15/16"9'-5 15/16"4'-0"4'-0"4'-0"4'-0"4'-0"5 ' - 5 7 / 8 " 33' - 7 1 / 1 6 " SE04 SE04 PAV3 F1 F1 F2 F5 F6 F8 F7 P5 P5 P4 P6 L2 L2 LS01 S02 S05 S02 S05 S05 S05 SCALE: DWG NO:CITY CENTRE301 EAST STATE STREETITHACA, NYLAYOUT PLAN: 8th FLOOR TERRACE REVISIONS DATE 10 JULY 2017 L100-C 1/2":1' at 32x40' sheet 60% CD SET - 19 MAY 2017 PRE-PERMIT REVIEWS SET - 05 JULY 2017 PERMIT ISSUE - 10 JULY 2017 L-7 FOUN D A TI O N W A L L SFEC FEC FEC FECS L IGH T S LOPE TO DRA IN 1 L303 7 L303 2 L303 13 L303 4 L303 1 L302 3 L303 3 L303 9 L303 8 L303 1 L303 1 L302 5 L303 4 L302 14 L303 15 L303 2 L302 3 L302 3 L302 12 L303 1 L301-A2 L301-A 1 L301-B 6"DEPTH16"22"36" 30" 36"36" VOLUME (cubic yard)17.46.31.2641.2122.7379.91.71 SCALE: DWG NO:CITY CENTRE301 EAST STATE STREETITHACA, NYDETAILS PLAN REVISIONS DATE 10 JULY 2017 L101 1":10' 60% CD SET - 19 MAY 2017 PRE-PERMIT REVIEWS SET - 05 JULY 2017 PERMIT ISSUE - 10 JULY 2017 L-7 FOU N D A TI O N W A L L SFEC FECFEC FECSLIGHT SLOPE TO DRA IN S08 S07 S02 S02 S06 S06 S06S06S06 S07 S07 S06 S07 S04 6"DEPTH 16"22"36" 30" 36"36" VOLUME (cubic yard)17.4 6.31.2641.2122.7379.91.71 S07S07 S07 S06 S07 S06 S06 S07 S06 S07 S06 S06 S08 S06 S05 S05 S05S05S05 S02 S05 S02 S05 S04 S04 S04 S04 S04 S04 S05 S05 S03 S06 S06 S06 S07 S03 S03 S03 S03 S03 S02 S02 S02 S02 S02 S02 S02 S02 S02 S02 S05 S05 S01 S05 SCALE: DWG NO:CITY CENTRE301 EAST STATE STREETITHACA, NYSOILS PLAN REVISIONS DATE 10 JULY 2017 L102 1":10' 60% CD SET - 19 MAY 2017 PRE-PERMIT REVIEWS SET - 05 JULY 2017 KEY: S01 S02 S03 S04 S05 S06 755 AREA (SQFT) 159 18 18 340 281 S07 828 6" DEPTH 16" 22" 30" 36" 18" 36" 14 VOLUME (CBYD) 7.8 1.2 1.7 36.5 15 92 NOTE: GENERAL: CALCULATED SOIL VOLUMES DO NOT ACCOUNT FOR SOIL OF ROOT BALLS. GREEN ROOF: 1.LITETOP GREEN ROOF GROWING MEDIUM – SEE HYDROTECH SPECIFICATIONS. 2.SEE SOILS PLAN FOR DEPTH INDICATED ON GREEN ROOF AND IN PLANTERS. PLANTING SOIL - NEUTRAL 1.A MIX OF IMPORTED TOPSOIL, COARSE SAND AND COMPOST. THE APPROXIMATE MIX RATIO SHALL BE: A.MIX COMPONENT % BY MOIST VOLUME B.IMPORTED TOPSOIL UNSCREENED 45-50% C.COARSE SAND 40-45% D.COMPOST 10% PLANTING SOIL - ACIDIC 1.10 LBS PER SQF OF HOLLY TONE FOR ESTABLISHING NEW BEDS. 2.MIX IN IF MAKING SOILS MIX OR TOP DRESS ON IMPORTED NEUTRAL PLANTING SOIL - CONFIRM WITH LANDSCAPE ARCHITECT. PERMIT ISSUE - 10 JULY 2017 S08 341236"126 LIGHT TOP INTENSIVE GREEN ROOF MEDIA LIGHT TOP INTENSIVE GREEN ROOF MEDIA LIGHT TOP INTENSIVE GREEN ROOF MEDIA LIGHT TOP INTENSIVE GREEN ROOF MEDIA LIGHT TOP INTENSIVE GREEN ROOF MEDIA PLANTING SOIL & 6" DRAINAGE COURSE PLANTING SOIL PLANTING SOIL - ACIDIC DESCRIPTIONMARK L01 L02A L03 L04 L07L05A L11 L11 L09 L06 L08 L12 L10 L05B L02B SCALE: DWG NO:CITY CENTRE301 EAST STATE STREETITHACA, NYPLANTING PLAN KEY REVISIONS #DATE 1" :10' DATE: 10 JULY 2017 L200 60% CD SET5/19 PRE-PERMIT REVIEW SET7/05 GENERAL PLANTING PLAN NOTES 1.ALL PLANT INSTALLATION SHALL BE PERFORMED BY PERSONS WITH PRIOR EXPERIENCE, UNDER THE SUPERVISION OF A QUALIFIED FOREMAN. 2.ALL PLANT MATERIAL SIZES AND QUALITY TO CONFORM TO AMERICAN ASSOC. OF NURSERYMEN, AMERICAN STANDARD FOR NURSERY STOCK, 2002. ALL TREE STOCK TO BE APPROVED BY PROJECT LANDSCAPE ARCHITECT PRIOR TO INSTALLATION. 3.ALL TREES ARE TO BE LIMBED UP TO 6-FEET FOR ALL STREET TREE PLANTINGS. 4.PLANT PLACEMENT TO BE APPROVED BY PROJECT LANDSCAPE ARCHITECT PRIOR TO INSTALLATION. PLACEMENT ON PLANS IS DIAGRAMMATIC AND SHALL BE VERIFIED IN THE FIELD BY LANDSCAPE CONTRACTOR WITH APPROVAL BY LANDSCAPE ARCHITECT. 5.SUBSTITUTION OF PLANT VARIETIES DUE TO LACK OF AVAILABILITY SHALL BE APPROVED BY PROJECT LANDSCAPE ARCHITECT PRIOR TO INSTALLATION. 6.PLANT COUNT AS PROVIDED IN PLANT SCHEDULE IS PROVIDED FOR THE CONTRACTOR'S CONVENIENCE; DISCREPANCIES SHALL ADHERE TO THE PLAN AS SHOWN.ANY ADJUSTMENTS TO FINAL PLACEMENT OF PLANTS DUE TO POTENTIAL DISCREPANCIES BETWEEN PLAN AND COUNTS SHALL BE APPROVED BY PROJECT LANDSCAPE ARCHITECT. 7.SEE PLANT SCHEDULE NOTES FOR GENERAL GUIDANCE ON PLANT PLACEMENT. GROUNDCOVERS AND PERENNIALS AS INDICATED WITH HATCHES SHALL BE PLACED PER NOTES ON PLANT SCHEDULE; ADHERE TO PLAN AS SHOWN FOR ALL OTHER PLANTINGS. 8.FINE BARK MULCH (NATURAL COLOR) TO BE INSTALLED AT ALL NEW PLANTINGS AT DEPTH OF 2". 9.TREE STAKES TO BE USED FOR ALL STREET TREES. 10.WATER ALL NEW PLANTINGS WEEKLY FOR 2 MONTHS AFTER PLANTING. BIWEEKLY WATERING FOR ALL MONTHS TO FOLLOW DURING FIRST YEAR IN SEASON.MAINTENANCE CONTRACT TO BE APPROVED BY PROJECT LANDSCAPE ARCHITECT. 11.WATERING BLADDERS FOR ALL STREET TREES TO BE FILLED DURING REGULAR WATERINGS AS SPECIFIED ABOVE IN ADDITION TO ON-SITE WATERING OF STREET TREE PIT. 12.ALL INSTALLED PLANTS ARE TO BE GUARANTEED BY THE LANDSCAPE CONTRACTOR DURING THE FIRST THREE YEARS OF ESTABLISHMENT. PLANT REPLACEMENTS SHALL BE MADE IN THE CASE OF NOTICEABLE POOR HEALTH OF PLANT, AT THE OWNER'S DISCRETION. 13.LANDSCAPE CONTRACTOR SHALL VERIFY LOCATION OF ALL SITE UTILITIES PRIOR TO INSTALLATION. PLANT LOCATIONS MAY BE ADJUSTED TO AVOID CONFLICT. PLANT LOCATION ADJUSTMENTS TO BE APPROVED BY PROJECT LANDSCAPE ARCHITECT. 14.LANDSCAPE CONTRACTOR SHALL TAKE NECESSARY CARE TO PROTECT SITE IMPROVEMENTS INCLUDING ALL PAVING, WALLS, AND UTILITIES. DAMAGE SHALL BE REPAIRS TO THE OWNER'S SATISFACTION AND AT NO ADDITIONAL COST. 15.ALL GRADES, DIMENSIONS, AND EXISTING CONDITIONS SHALL BE VERIFIED BY THE LANDSCAPE CONTRACTOR PRIOR TO INSTALLATION. ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE LANDSCAPE ARCHITECT. 16.PLANTING PLANS HAVE BEEN PREPARED BY WHITHAM PLANNING & DESIGN, LLC, USING SURVEY AND GRADING DRAWINGS FROM TG MILLER ENGINEERS AND BUILDING FOOTPRINT FROM HUMPHREYS & PARTNERS ARCHITECTS. ANY DISCREPANCIES IN THE LAYOUT DURING TIME OF CONSTRUCTION SHALL BE BROUGHT TO THE ATTENTION OF THE PROJECT LANDSCAPE ARCHITECT. SOIL NOTES 1.SEE SOIL PLAN 2.SOIL GRADES TO BE A MINIMUM OF 6 INCHES BELOW ADJACENT FINISHED FLOOR ELEVATION IN STREET PLANTING BEDS AND FOUNDATION PLANTINGS. SOIL GRADE AT FOUNDATION WALL TO BE WITHIN 6 INCHES OF TOP OF FOUNDATION WALL. SOIL GRADE AT GREENROOF PLANTINGS TO BE WITHIN 1" OF TOP OF PLANTER OR CURB. 3.LANDSCAPE CONTRACTOR MAY STOCKPILE EXISTING SOIL ON-SITE FOLLOWING EXCAVATION FOR RE-USE WHEN MIXED AT A 2:1 (SOIL: COMPOST) RATIO WITH CAYUGA COMPOST PRIOR TO PLANTING IN AREAS DESCRIBED IN NOTE 1C ABOVE. STOCKPILED SOIL LOCATION TO BE APPROVED BY OWNER. 4.EXISTING SOIL TO BE SCREENED TO REMOVE ALL GRASS CLODS AND DEBRIS LARGER THAN 1'I PRIOR TO MIXING WITH CAYUGA COMPOST AT 2:1 (SOIL: COMPOST) RATIO. GREEN ROOF NOTES 1.ALL WATERPROOFING AND NECESSARY DRAINAGE STRUCTURES ARE TO BE INSTALLED TO THE SATISFACTION OF THE PROJECT LANDSCAPE ARCHITECT AND OWNER PRIOR TO GREENROOF PLANTING INSTALLATION. 2.NO HEAVY EQUIPMENT ALLOWED AT GREENROOF AREA DURING OR AFTER INSTALLATION OF GREENROOF SYSTEM OR DURING PLANTING. SOIL TO BE DELIVERED IN BAGS TO BE BROUGHT WITH WHEELBARROW OR OTHER MEANS TO GREENROOF PLANTING AREA. 3.LANDSCAPE CONTRACTOR TO ADHERE TO ALL NOTES IN GREEN ROOF DETAILS AS APPLICABLE TO PLANTING INSTALLATION. COORDINATE WITH GREEN ROOF INSTALLING CONTRACTOR AND PROJECT LANDSCAPE ARCHITECT AS NECESSARY. PERMIT ISSUE 7/10 SCALE: DWG NO:CITY CENTRE301 EAST STATE STREETITHACA, NYPLANTING PLAN 8TH FLOOR ROOF TERRACE REVISIONS DATE 10 JULY 2017 1/2”=1’-0” 0 1’ 2’ 3’ 5’ L01 60% CD SET - 19 MAY 2017 PRE-PERMIT REVIEWS SET - 05 JULY 2017170703-301-Plant Schedule-For Bid.xlsx Page 1 CITY CENTRE - 301 E STATE ST - PLANT SCHEDULE L01 05 JULY 2017 PRE-PERMIT REVIEW SET SYMBOL COUNT SIZE LATIN NAME COMMON NAME Trees AC 2 multistem Amelanchier canadensis 'Autumn Brilliance'Shadblow Serviceberry CB 2 1.5" Carpinus betulus 'Fastigiata'Upright Hornbeam Shrubs CSF 6 3 gal Cornus sericea 'Flavirmea'Yellow Twig Dogwood SYMBOL COUNT SIZE LATIN NAME COMMON NAME Perennials - Flowering AM 48 4" pots Armeria maritima Sea Thrift EP 7 1 gal Echinacea purpurea Purple Coneflower ET 7 6" pots Echinacea tennesseensis Coneflower LS 16 6" pots Liatris spicata Spike Blazing Star PD 6 6" pots Penstemon digitalis Foxglove Beardtongue TV 7 4" pots Thymus vulgaris Culinary Thyme Perennials - Grasses ES 24 6" pots Eragrostis spectabilis Purple Love Grass SC 20 6" pots Schizachyrium scoparium Little Bluestem Groundcover LM 10 1 gal Liriope muscari 'Variegata'Variegated Lily Turf Vines AK 12 3gal Akebia quinata Chocolate Vine Bulbs TBD TOTAL 167 L01 L02A L03 L04 L07L05A L11 L11 L09 L06 L08 CS(2) IG(1) L12 IG(1)IG(1) L10 AH(4)IG(1) PO(4) HM(2) L05B L02B LM(5) AH(5) HM(3)PD(6) AH(5)GS(5) AM(24) AC(1) CSF(3) TV(4) CSF(3) TV(3) AM(24) AC(1) ES(6) SC(5) EP(7) LS(8) SC(5) ES(6) AK(6) ES(6) SC(5) ET(7) LS(8) SC(5) ES(6) AK(6) CB(2) PD(3) LM(5) LM(5) PD(3) PLANTING PLAN KEY SCALE 1":50' DWG NO:CITY CENTRE301 EAST STATE STREETITHACA, NYPLANTING PLAN 8th FLOOR ROOF TERRACE REVISIONS DATE 5 JULY 2017 L01 PERMIT ISSUE - 10 JULY 2017 SCALE: DWG NO:CITY CENTRE301 EAST STATE STREETITHACA, NYSTATE STREET PLANTING PLAN REVISIONS DATE 10 JULY 2017 1/2”=1’-0” 0 1’ 2’ 3’ 5’ L02 60% CD SET - 19 MAY 2017 PRE-PERMIT REVIEWS SET - 05 JULY 2017 CS(2) IG(1) HM(2) IG(1)SEE L02ASEE L02BPO(4)PO(6) AH(12) HM(6) IG(1) AH(4) HM(2) IG(1) PO(4) AH(4) CS(2)SEE L02ASEE L02B170703-301-Plant Schedule-For Bid.xlsx Page 1 CITY CENTRE - 301 E STATE ST - PLANT SCHEDULE L02 05 JULY 2017 PRE-PERMIT REVIEW SET SYMBOL COUNT SIZE LATIN NAME COMMON NAME Trees CS 4 2"Catalpa speciosa Northern Catalpa Shrubs IG 4 5 gal Ilex glabra "Densa"Inkberry SYMBOL COUNT SIZE LATIN NAME COMMON NAME Perennials - Flowering AH 20 1 gal Anemone huphensis var. japonica Anemone PO 14 1 gal Polygonatum odoratum 'variegatum'Solomon's Seal Perennials - Grasses HM 10 1 gal Hakonechloa macra 'Aureola'Japanese Forest Grass Groundcover 0 Vines 0 Bulbs 0 TOTAL 52 NOTE: 1. FOR PLANTER BOXES ON STATE STREET AND AURORA STREET. CROCUS GROUPS OF 3-5, 6” O.C. DAFFODILS GROUPS OF 3, 18”O.C. PLANTED BETWEEN EDGE OF PLANTER BOX AND PERENNIALS, AND BETWEEN PERENNIALS AND SHRUB. PERMIT ISSUE - 10 JULY 2017 SCALE: DWG NO:CITY CENTRE301 EAST STATE STREETITHACA, NYSTATE STREET PLANTING PLAN REVISIONS DATE 10 JULY 2017 1/2”=1’-0” 0 1’ 2’ 3’ 5’ L03 60% CD SET - 19 MAY 2017 PRE-PERMIT REVIEWS SET - 05 JULY 2017 L01 L02A L03 L04 L07L05A L11 L11 L09 L06 L08 L12 L10 L05B L02B CS(2) IG(1) IG(1)IG(1) AH(4) IG(1) PO(4) HM(2) LM(5) AH(5) HM(3) PO(6) AH(5) GS(5) PLANTING PLAN KEY SCALE 1":50' 170703-301-Plant Schedule-For Bid.xlsx Page 1 CITY CENTRE - 301 E STATE ST - PLANT SCHEDULE L03 05 JULY 2017 PRE-PERMIT REVIEW SET SYMBOL COUNT SIZE LATIN NAME COMMON NAME Trees CS 2 2"Catalpa speciosa Northern Catalpa Shrubs IG 5 5 gal Ilex glabra "Densa"Inkberry SYMBOL COUNT SIZE LATIN NAME COMMON NAME Perennials - Flowering AH 14 1 gal Anemone huphensis var. japonica Anemone GS 5 1 gal Geranium sanguineum Cranesbill Geranium PO 10 1 gal Polygonatum odoratum 'variegatum'Solomon's Seal Perennials - Grasses HM 5 1 gal Hakonechloa macra 'Aureola'Japanese Forest Grass Groundcover LM 5 1 gal Liriope muscari 'Variegata'Variegated Lily Turf Vines 0 Bulbs TBD TOTAL 46 NOTE: 1. FOR PLANTER BOXES ON STATE STREET AND AURORA STREET. CROCUS GROUPS OF 3-5, 6” O.C. DAFFODILS GROUPS OF 3, 18”O.C. PLANTED BETWEEN EDGE OF PLANTER BOX AND PERENNIALS, AND BETWEEN PERENNIALS AND SHRUB. PERMIT ISSUE - 10 JULY 2017 IG(1) SCALE: DWG NO:CITY CENTRE301 EAST STATE STREETITHACA, NYGREEN STREET PLANTING PLAN REVISIONS DATE 10 JULY 2017 1/2”=1’-0” 0 1’ 2’ 3’ 5’ L04 60% CD SET - 19 MAY 2017 PRE-PERMIT REVIEWS SET - 05 JULY 2017PD(6)CA(5)PS(1)GS(40)VD(3)GS(25)LM(7)AH(9)AQC(3)IG(1)ACM(7)AQC(5)SP(1)TC(21)AH(5)HM(3)GS(9)IG(1)AH(7)PPS(9)AC(1)CC(1)170703-301-Plant Schedule-For Bid.xlsx Page 1 CITY CENTRE - 301 E STATE ST - PLANT SHEDULE L04 05 JULY 2017 PRE-PERMIT REVIEW SET SYMBOL COUNT SIZE LATIN NAME COMMON NAME Trees AC 1 multistem Amelanchier canadensis 'Autumn Brilliance' Shadblow Serviceberry CC 1 1.5"Cercis canadensis Eastern Redbud PS 1 2"Pinus strobus White Pine SP 1 1.5"Stewartia pseudocamellia Japanese Stewartia Shrubs CA 5 5 gal Callicarpa americana Beautyberry IG 2 5 gal Ilex glabra "Densa"Inkberry VD 3 5 gal Viburnum dentatum 'Morton'Arrowwood SYMBOL COUNT SIZE LATIN NAME COMMON NAME Perennials - Flowering ACM 7 6" pots Achillea millefolium Yarrow (white) AH 21 1 gal Anemone huphensis var. japonica Anemone AQC 8 1 gal Aquilegia canadensis Wild Columbine; Canadian Columbine GS 74 1 gal Geranium sanguineum Cranesbill Geranium PD 6 6" pots Penstemon digitalis Foxglove Beardtongue PPS 9 1 gal Phlox paniculata 'Swizzle Blue'Swizzle Blue Phlox or similar <18" TC 21 4" pots Tiarella cordifolia Foamflower Perennials - Grasses HM 3 1 gal Hakonechloa macra 'Aureola'Japanese Forest Grass Groundcover LM 7 1 gal Liriope muscari 'Variegata'Variegated Lily Turf Vines 0 Bulbs TBD TOTAL 170 PERMIT ISSUE - 10 JULY 2017 SCALE: DWG NO:CITY CENTRE301 EAST STATE STREETITHACA, NYAURORA STREET PLANTING PLAN REVISIONS DATE 10 JULY 2017 1/2”=1’-0” 0 1’ 2’ 3’ 5’ L05 60% CD SET - 19 MAY 2017 PRE-PERMIT REVIEWS SET - 05 JULY 2017 ZS(1)IG(1) IG(1) AH(3) AH(4) SEE L 0 5 B LM(2) LM(5) CV(4) LM(2) IG(1) IG(1) CV(4) AH(4) ZS(2) SEE L 0 5 A IG(1) IG(1) LM(2)CV(4) 170703-301-Plant Schedule-For Bid.xlsx Page 1 CITY CENTRE - 301 E STATE ST - PLANT SCHEDULE L05 05 JULY 2017 PRE-PERMIT REVIEW SET SYMBOL COUNT SIZE LATIN NAME COMMON NAME Trees ZS 3 2"Zelkova serrata Zelkova Shrubs IG 6 5 gal Ilex glabra "Densa"Inkberry SYMBOL COUNT SIZE LATIN NAME COMMON NAME Perennials - Flowering AH 11 1 gal Anemone huphensis var. japonica Anemone CV 12 1 gal Coreopsis verticillata "Moonbeam"Moonbeam Coreopsis Perennials - Grasses 0 Groundcover LM 11 1 gal Liriope muscari 'Variegata'Variegated Lily Turf Vines 0 Bulbs TBD TOTAL 41 NOTE: 1. FOR PLANTER BOXES ON STATE STREET AND AURORA STREET. CROCUS GROUPS OF 3-5, 6” O.C. DAFFODILS GROUPS OF 3, 18”O.C. PLANTED BETWEEN EDGE OF PLANTER BOX AND PERENNIALS, AND BETWEEN PERENNIALS AND SHRUB. PERMIT ISSUE - 10 JULY 2017 SCALE: DWG NO:CITY CENTRE301 EAST STATE STREETITHACA, NYGREEN ROOF PLANTING PLAN REVISIONS DATE 10 JULY 2017 1”=1’-0” 0 2’ 4’ 6’ 10’ L06 60% CD SET - 19 MAY 2017 PRE-PERMIT REVIEWS SET - 05 JULY 2017 AA(1) AK(1) AK(1) AA(1) AK(1) AK (1) AA(1) 170703-301-Plant Schedule-For Bid.xlsx Page 1 CITY CENTRE - 301 E STATE ST - PLANT SCHEDULE L06 05 JULY 2017 PRE-PERMIT REVIEW SET SYMBOL COUNT SIZE LATIN NAME COMMON NAME Trees Shrubs SYMBOL COUNT SIZE LATIN NAME COMMON NAME Perennials - Flowering Perennials - Grasses 0 Groundcover Vines AA 3 3 gal Actinidia arguta Hardy Kiwi AK 4 3gal Akebia quinata Chocolate Vine 0 Bulbs TBD TOTAL 7 PERMIT ISSUE - 10 JULY 2017 1 MALE PLANT NOTE: ALL PLANTERS TO BE FILLED WITH YEARLY ANNUALS DISPLAY. SCALE: DWG NO:CITY CENTRE301 EAST STATE STREETITHACA, NYGREEN ROOF PLANTING PLAN REVISIONS DATE 10 JULY 2017 1/2”=1’-0” 0 1’ 2’ 3’ 5’ L07 60% CD SET - 19 MAY 2017 PRE-PERMIT REVIEWS SET - 05 JULY 2017 AM(8)FS(2) AC(1) AM(8)FS(2) AC(1) AM(8)FS(2) AC(1) 170703-301-Plant Schedule-For Bid.xlsx Page 1 CITY CENTRE - 301 E STATE ST - PLANT SCHEDULE L07 05 JULY 2017 PRE-PERMIT REVIEW SET SYMBOL COUNT SIZE LATIN NAME COMMON NAME Trees AC 3 multistem Amelanchier canadensis 'Autumn Brilliance'Shadblow Serviceberry Shrubs 0 SYMBOL COUNT SIZE LATIN NAME COMMON NAME Perennials - Flowering AM 24 4" pots Armeria maritima Sea Thrift FS 6 4" pots Fragaria spp.Wild Strawberry Perennials - Grasses Groundcover 0 Vines 0 Bulbs TBD TOTAL 33 PERMIT ISSUE - 10 JULY 2017 SCALE: DWG NO:CITY CENTRE301 EAST STATE STREETITHACA, NYGREEN ROOF PLANTING PLAN REVISIONS DATE 10 JULY 2017 1/2”=1’-0” 0 1’ 2’ 3’ 5’ L08 60% CD SET - 19 MAY 2017 PRE-PERMIT REVIEWS SET - 05 JULY 2017 AM(2) TV(2) BP(1) TAC(8) ALC(2) TV(3)FS(1) LA(1)ALS(1) ALC(1)ES(1) AM(4) FS(1) ACM(5)AS(2)ALC(2) TC(5)ALC(1) ES(10)AS(1) SH(2) CSF(1) JC(1) AC(1) AM(8)FS(2) CSF(1) TC(2) JC(1) CSF(1) TV(2)FS(1) TC(8)ALC(2) ACM(2) PD(2) LA(17)ALS(22)ALC(22)ES(18) TV(1)FS(1) PD(2) TAC(2) JC(1) TAC(8)ALC(2) BP(1) LA(1)ALS(1)ALC(1)ES(1) ACN(2)AS(1)ALC(1) LA(2)ALS(2)ALC(2)ES(2) ZA(2) PD(5)ACM(2)SYN(1) ES(29)AS(3) TV(3)FS(1) ES(41)AS(5) TV(7)FS(3) TAC(2) SH(20)SYN(2) PD(4)ACM(1)SYN(1) TV(4)FS(2) LA(1)ALS(1) ALC(1)ES(1) ZA(7)LA(3)ALS(1) CSF(1) SN(2)LA(1) ZA(1)LA(1) SH(2) ACN(3)AS(1)ALC(1) CSF(1) RT(2) ZA(4)LA(2)ALS(1) SN(2)LA(1) JC(1) ZA(4)LA(2)ALS(1) ACM(2)AS(1)ALC(1) TC(4)ALC(1) LA(2)ALS(2) ALC(2)ES(2) SN(4)LA(2)ALS(1) SH(30)SN(3) ZA(3)LA(2)ALS(1) ALS(2)ALC(2)ES(1) LA(2)ALS(3)ALC(3)ES(2) SH(2) LA(1)ALS(1)ALC(1)ES(1) SN(6)LA(3)ALS(1) AN(3)AS(1)ALC(1) CSF(1) AN(2) PD(4)ACM(1)SYN(1) CSF(1) AN(4)AS(1)ALC(1) AC(1) AM(8)FS(S) RT(4)PD(1)ACM(1) PD(2)ACM(1) TC(8)ALC(2) BP(1) RT(7)PD(2)ACM(2) TC(2) RT(2)PD(1)ACM(1) PD(4)ACM(1)SYN(1) CSF(1) JC(1) ACM(5)AS(2)ALC(2) CSF(1) ACM(3)AS(1)ALC(1) LA(1)ALS(2) ALC(2)ES(1) AM(2) PD(4)ACM(1)SN(1) AM(9)FS(2) SH(30)SYN(3) TV(2)FS(1) AM(4)FS(1) ACM(2) PD(2)ACM(1) ES(5)AS(1) ZA(2) AM(2) LA(1) ACM(2) AS(1) ALC(1) ZA(4)LA(2) ALS(1) ZA(5)LA(2) ALS(1) LA(1)ALS(2)ALC(2)ES(1) ZA(1)LA(1) ES(46)AS(5) CSF(1) LA(1)ALS(1)ALC(1)ES(1) KEY 8" O.C. 1.5' O.C. 2.5' O.C. 2' O.C.1' O.C. NOTE: PLANTINGS WITHIN HATCH ARE TO BE SITED IN RANDOM PATTERN PLACED ON-CENTER PER KEY. PLANTING PLAN KEY SCALE 1":50' 170705-301-Plant Schedule-For Bid.xlsx Page 1 CITY CENTRE - 301 E STATE ST - PLANT SCHEDULE L08 05 JULY 2017 PRE-PERMIT REVIEW SET SYMBOL COUNT SIZE LATIN NAME COMMON NAME Trees AC 2 multistem Amelanchier canadensis 'Autumn Brilliance'Shadblow Serviceberry BP 4 1.5"Betula populifolia Gray Birch Shrubs CSF 10 3 gal Cornus sericea 'Flavirmea'Yellow Twig Dogwood JC 6 5 gal Juniperus communis 'Effusa'Common Juniper SYMBOL COUNT SIZE LATIN NAME COMMON NAME Perennials - Flowering ACM 43 6" pots Achillea millefolium Yarrow (white) AM 45 4" pots Armeria maritima Sea Thrift AS 27 deep plugs Asclepias syriaca Common Milkweed FS 20 4" pots Fragaria spp.Wild Strawberry LA 58 6" pots Lavandula angustifolia Lavender PD 29 6" pots Penstemon digitalis Foxglove Beardtongue RT 15 6" pots Rudbeckia triloba Brown-Eyed Susan SN 14 6" pots Solidago nemoralis Grey Goldenrod SYN 9 6" pots Symphotrichum novae-angliae New England Aster TAC 41 6" pots Talinum calycinum (Phermeranthus calycinus)Fameflower TV 24 4" pots Thymus vulgaris Culinary Thyme ZA 39 4" pots Zizea aurea Golden Alexanders Perennials - Grasses ES 190 6" pots Eragrostis spectabilis Purple Love Grass SH 56 6" pots Sporobolus heterolepis Prairie Dropseed Groundcover 0 Vines 0 Bulbs ALC 60 Allium cernuum ALS 52 Allium senescens TOTAL 744 PERMIT ISSUE - 10 JULY 2017 SCALE: DWG NO:CITY CENTRE301 EAST STATE STREETITHACA, NYGREEN STREET PLANTING PLAN REVISIONS DATE 10 JULY 2017 1/2”=1’-0” 0 1’ 2’ 3’ 5’ L09 60% CD SET - 19 MAY 2017 PRE-PERMIT REVIEWS SET - 05 JULY 2017 AC(1) HQ(3) CF(2) AAB(1) VC(4) PS(1) HQ(4) CC(3) GS(42) CA(1) HQ(1) POM(1) IV(3) ZS(1) AN(16) AN(16) GS(52) KLF(6) IG(13) AQC(18) CSF(8) AQC(16) POC(1) GS(36) IG(1) 170710-301-Plant Schedule-For Bid.xlsx Page 1 CITY CENTRE - 301 E STATE ST - PLANT SCHEDULE L09 05 JULY 2017 PRE-PERMIT REVIEW SET SYMBOL COUNT SIZE LATIN NAME COMMON NAME Trees AC 1 multistem Amelanchier canadensis 'Autumn Brilliance'Shadblow Serviceberry CC 3 1.5"Cercis canadensis Eastern Redbud CF 2 1.5"Cornus florida 'Cherokee Chief'Dogwood PS 1 2"Pinus strobus White Pine POC 1 2"Platanus occidentalis Sycamore ZS 1 2"Zelkova serrata Zelkova Shrubs AAB 1 5 gal Aronia arbutiflia 'Brilliantissima'Red Chokeberry CA 1 5 gal Callicarpa americana Beautyberry CSF 8 3 gal Cornus sericea 'Flavirmea'Yellow Twig Dogwood HQ 8 5 gal Hydrangea quercifolia 'Snow Queen'Oak Leaf Hydrangea IV 3 5 gal Ilex verticillata"Winter Red"Winterberry KLF 6 5 gal Kalmia latifolia 'Freckles'Bullseye Mountain Laurel POM 1 5 gal Physocarpus opulifolius 'Monlo'Ninebark VC 4 5 gal Vaccinum corymbosum Highbush Blueberry SYMBOL COUNT SIZE LATIN NAME COMMON NAME Perennials - Flowering ACMB 34 1 gal Aquilegia canadensis Wild Columbine; Canadian Columbine AN 32 1 gal Aster novae-angliae New England Aster GS 130 1 gal Geranium sanguineum Cranesbill Geranium Perennials - Grasses 0 Groundcover 0 Vines 0 Bulbs TBD TOTAL 237 NOTE: 1. LARGE STONES TO BE PLACED IN COORDINATION WITH LANDSCAPE ARCHITECT. STONES BELONG TO OWNER AND ARE NOT TO BE INCLUDED IN PROJECT PRICING BID. 2. BULB PLANTING FOR PLANTING PLANS CROCUS GROUPS OF 3-5, 6” O.C. DAFFODILS GROUPS OF 3, 18”O.C. RANDOMLY INTERSPERSED BETWEEN SHRUB AND PERENNIAL PLANTINGS. PERMIT ISSUE - 10 JULY 2017 SCALE: DWG NO:CITY CENTRE301 EAST STATE STREETITHACA, NYGREEN STREET PLANTING PLAN REVISIONS DATE 10 JULY 2017 1/2”=1’-0” 0 1’ 2’ 3’ 5’ L10 60% CD SET - 19 MAY 2017 PRE-PERMIT REVIEWS SET - 05 JULY 2017 BP(4) HQ(2) PS(1) VC(3) GS(25) KLO(3) POM(1) CA (1) SA(5) JC(4) IG(2) VC(3) KLF(2) HV(1) IV(3) IV(2) AN(12) IV(3) ACMB(9) MS(15) POC(1) GS(15) POC(1) CF(1) CSC(9) PLANTING PLAN KEY SCALE 1":50' 170703-301-Plant Schedule-For Bid.xlsx Page 1 CITY CENTRE - 301 E STATE ST - PLANT SCHEDULE L10 05 JULY 2017 PRE-PERMIT REVIEW SET SYMBOL COUNT SIZE LATIN NAME COMMON NAME Trees BP 4 1.5"Betula populifolia Gray Birch CF 1 1.5"Cornus florida 'Cherokee Chief'Dogwood PS 1 2"Pinus strobus White Pine POC 2 2"Platanus occidentalis Sycamore Shrubs CA 1 5 gal Callicarpa americana Beautyberry CSC 9 5 gal Cornus sericea 'Cardinal'Red Twig Dogwood HV 1 5 gal Hamamelis virginiana Witch-hazel HQ 2 5 gal Hydrangea quercifolia 'Snow Queen'Oak Leaf Hydrangea IG 2 5 gal Ilex glabra "Densa"Inkberry IV 8 5 gal Ilex verticillata"Winter Red"Winterberry JC 4 5 gal Juniperus communis 'Effusa'Common Juniper KLF 2 5 gal Kalmia latifolia 'Freckles'Bullseye Mountain Laurel KLO 3 5 gal Kalmia latifolia 'Olympic Fire''Olympic Fire Mountain Laurel POM 1 5 gal Physocarpus opulifolius 'Monlo'Ninebark SA 5 5 gal Symphoricarpos albus Snowberry VC 3 5 gal Vaccinum corymbosum Highbush Blueberry SYMBOL COUNT SIZE LATIN NAME COMMON NAME Perennials - Flowering ACMB 9 1 gal Achillea millefolium 'Pretty Belinda'Yarrow, pink shades AN 12 1 gal Aster novae-angliae New England Aster GS 40 1 gal Geranium sanguineum Cranesbill Geranium 15 1 gal Matteucia struthiopteris Ostrich Fern Perennials - Grasses Groundcover Vines Bulbs TBD TOTAL 125 NOTE: 1. LARGE STONES TO BE PLACED IN COORDINATION WITH LANDSCAPE ARCHITECT. STONES BELONG TO OWNER AND ARE NOT TO BE INCLUDED IN PROJECT PRICING BID. 2. BULB PLANTING FOR PLANTING PLANS CROCUS GROUPS OF 3-5, 6” O.C. DAFFODILS GROUPS OF 3, 18”O.C. RANDOMLY INTERSPERSED BETWEEN SHRUB AND PERENNIAL PLANTINGS. PERMIT ISSUE - 10 JULY 2017 SCALE: DWG NO:CITY CENTRE301 EAST STATE STREETITHACA, NYGREEN STREET PLANTING PLAN REVISIONS DATE 10 JULY 2017 1/2”=1’-0” 0 1’ 2’ 3’ 5’ L11 60% CD SET - 19 MAY 2017 PRE-PERMIT REVIEWS SET - 05 JULY 2017 170710-301-Plant Schedule-For Bid.xlsx Page 1 CITY CENTRE - 301 E STATE ST - PLANT SCHEDULE L11 05 JULY 2017 PRE-PERMIT REVIEW SET SYMBOL COUNT SIZE LATIN NAME COMMON NAME Trees CC 4 1.5"Cercis canadensis Eastern Redbud POC 1 2"Platanus occidentalis Sycamore Shrubs AAB 1 5 gal Aronia arbutiflia 'Brilliantissima'Red Chokeberry HV 1 5 gal Hamamelis virginiana Witch-hazel HQ 1 5 gal Hydrangea quercifolia 'Snow Queen'Oak Leaf Hydrangea IG 3 5 gal Ilex glabra "Densa"Inkberry IV 1 5 gal Ilex verticillata"Winter Red"Winterberry POM 2 5 gal Physocarpus opulifolius 'Monlo'Ninebark SC 3 5 gal Sambucus canadensis Common Elderberry VT 2 5 gal Viburnum trilobum Highbush Blueberry SYMBOL COUNT SIZE LATIN NAME COMMON NAME Perennials - Flowering ACMB 9 1 gal Achillea millefolium 'Pretty Belinda'Yarrow, pink shades AN 24 1 gal Aster novae-angliae New England Aster GS 42 1 gal Geranium sanguineum Cranesbill Geranium Perennials - Grasses 0 Groundcover 0 Vines 0 Bulbs TBD TOTAL 94 IG(3) HV(1) AAB(1) POM(2) HQ(1) AN(24) ACMB(9) VT(2) SC(3) IV(1) GS(42) POC(1) CC(4) PLANTING PLAN KEY SCALE 1":50' NOTE: 1. LARGE STONES TO BE PLACED IN COORDINATION WITH LANDSCAPE ARCHITECT. STONES BELONG TO OWNER AND ARE NOT TO BE INCLUDED IN PROJECT PRICING BID. 2. BULB PLANTING FOR PLANTING PLANS CROCUS GROUPS OF 3-5, 6” O.C. DAFFODILS GROUPS OF 3, 18”O.C. RANDOMLY INTERSPERSED BETWEEN SHRUB AND PERENNIAL PLANTINGS. PERMIT ISSUE - 10 JULY 2017 SCALE: DWG NO:CITY CENTRE301 EAST STATE STREETITHACA, NYGREEN STREET PLANTING PLAN REVISIONS DATE 10 JULY 2017 1/2”=1’-0” 0 1’ 2’ 3’ 5’ L12 60% CD SET - 19 MAY 2017 PRE-PERMIT REVIEWS SET - 05 JULY 2017 VC(12) CF(1) BP(5) GS(12) CSC(3) PS(1) IG(1) KLO(3) KLF(4) HQ(1) CA (1) IG (2) MS(30) AN(8) GS(20) GS(20) MS(6) POC(1) GS(6) IG(1) SA(3) IV(3) AC(9) POC1) MS(7)PLANTING PLAN KEY SCALE 1":50' 170703-301-Plant Schedule-For Bid.xlsx Page 1 CITY CENTRE - 301 E STATE ST - PLANT SCHEDULE L12 05 JULY 2017 PRE-PERMIT REVIEW SET SYMBOL COUNT SIZE LATIN NAME COMMON NAME Trees BP 5 1.5"Betula populifolia Gray Birch CF 1 1.5"Cornus florida 'Cherokee Chief'Dogwood PS 1 2"Pinus strobus White Pine POC 2 2"Platanus occidentalis Sycamore Shrubs CA 1 5 gal Callicarpa americana Beautyberry CSC 3 5 gal Cornus sericea 'Cardinal'Red Twig Dogwood HQ 1 5 gal Hydrangea quercifolia 'Snow Queen'Oak Leaf Hydrangea IG 3 5 gal Ilex glabra "Densa"Inkberry IV 3 5 gal Ilex verticillata"Winter Red"Winterberry KLF 4 5 gal Kalmia latifolia 'Freckles'Bullseye Mountain Laurel KLO 3 5 gal Kalmia latifolia 'Olympic Fire''Olympic Fire Mountain Laurel SA 3 5 gal Symphoricarpos albus Snowberry VC 12 5 gal Vaccinum corymbosum Highbush Blueberry SYMBOL COUNT SIZE LATIN NAME COMMON NAME Perennials - Flowering AQC 9 1 gal Aquilegia canadensis Wild Columbine; Canadian Columbine AN 8 1 gal Aster novae-angliae New England Aster GS 58 1 gal Geranium sanguineum Cranesbill Geranium MS 43 1 gal Matteucia struthiopteris Ostrich Fern Perennials - Grasses 0 Groundcover 0 Vines 0 Bulbs TBD TOTAL 160 NOTE: 1. LARGE STONES TO BE PLACED IN COORDINATION WITH LANDSCAPE ARCHITECT. STONES BELONG TO OWNER AND ARE NOT TO BE INCLUDED IN PROJECT PRICING BID. 2. BULB PLANTING FOR PLANTING PLANS CROCUS GROUPS OF 3-5, 6” O.C. DAFFODILS GROUPS OF 3, 18”O.C. RANDOMLY INTERSPERSED BETWEEN SHRUB AND PERENNIAL PLANTINGS. PERMIT ISSUE - 10 JULY 2017 24X24" HANOVER PREST PAVERS, 2" DEPTH COLOR:CHARCOAL SEE ARCHITECTURAL DETAILS SEE PAVER MANUFACTURER DETAILS AND SPECIFICATIONS HYDROTECH INTENSIVE ROOF ASSEMBLY NOTES FOR REFERENCE CONTINUOUS THROUGHOUT INTENSIVE PLANTED AREA AND BENEATH PLANTER BOXES CUSTOM LED RIBBON LIGHT DETAIL AT ALL PERIMETERS OF PLANTED AREAS SEE MODIFIED HYDROTECH CAST IN PLACE CURB TRANSITION OPTION DETAIL 6" 2" 6" 2" 8" LITETOP EXTENSIVE GROWING MEDIA; KEEP TOP OF MEDIA 3/4" BELOW TOP OF GARDENEDGE GARDENDRAIN GR30 DOW STYROFOAM INSULATION ROOT STOP MM 6125EV-FR HYDROFLEX 30 HYDROTECH GARDENEDGE TRANSITION SEE HYDROTECH DETAILS PEDESTAL SYSTEM SEE ARCHITECTURAL DETAIL NO. XX LINE WITH SYSTEMFILTER GARDENDRAIN GR50 GREEN ROOF PLANTER BOX VERADEK CUBE OR LONG BOX PLANTING WITHIN GARDENEDGE VERADEK PLANTERS CUBE: METALLIC SERIES, BLACK, MEDIUM (21" L X 21" W X 22" H), CUSTOM (48" L X 48" W X 36" H). SEE ARCHITECTURAL DETAIL NO. XX 8" 2" ROOT STOP MM 6125EV-FR HYDROFLEX 30 LINE WITH SYSTEMFILTER GARDENDRAIN GR30 DOW STYROFOAM INSULATION LITETOP EXTENSIVE GROWING MEDIA; KEEP TOP OF MEDIA 3/4" BELOW TOP OF GARDENEDGE BLACK ALUMINUM PLANTING BOXES FOR SHRUBS, 22" VERADEK OR SIMILAR MANUFACTURER SEE MANUFACTURER DETAIL 3' BLACK ALUMINUM PLANTING BOXES FOR SHRUBS, 36" VERADEK OR SIMILAR MANUFACTURER SEE MANUFACTURER DETAIL 6" 1'-10" 2" GARDENDRAIN GR50 HYDROTECH INTENSIVE ROOF ASSEMBLY NOTES FOR REFERENCE CONTINUOUS THROUGHOUT INTENSIVE PLANTED AREA AND BENEATH PLANTER BOXES SYSTEMFILTER GARDENROOF ASSEMBLY • • • GARDENROOF ASSEMBLY • •SCALE: DATE: DWG NO:CITY CENTRE301 EAST STATE STREETITHACA, NYDETAILS: GREEN ROOF REVISIONS DATE VARIES 10 JULY 2017 L301-A 60% CD SET - 19 MAY 2017 1 TYPICAL EDGE BETWEEN PAVED AREA AND PLANTED GREEN ROOF 2 TYPICAL GREEN ROOF PLANTING DETAIL: PLANTER BOXESATYPICAL HYDROTECH DETAILS: GARDENEDGE TRANSITION, INTENSIVE PLANTING DETAILS, NO SCALE 1 1/2" = 1' 1 1/2" = 1' B TYPICAL HYDROTECH DETAILS: GARDENEDGE TRANSITION, INTENSIVE PLANTING DETAILS, NO SCALE PRE-PERMIT REVIEW SET - 5 JULY 2017 NOTES: 1- FOR REFERENCE ONLY. SEE MODIFIED DETAIL 1 AND 2 FOR CITY CENTRE PROJECT. 2- MODIFICATIONS MADE OR CITY CENTRE PROJECT IN FULL COORDINATION WITH HYDROTECH STAFF NOTES:SEE TYPICAL HYDROTECH DETAIL 1- THIS DETAIL SHOWS 6" HT. DOW STYROFOAM TO MAKE UP VOID SPACE BELOW 6" DEPTH GROWING MEDIUM. 2- THIS SHOWS TWO LAYERS OF HYDRODRAIN TO ALLOW ADEQUATE DRAINAGE BELOW PLANTING MEDIUM AND TO ALLOW GREEN ROOF AREA TO DRAIN TOWARDS FRENCH DRAIN ON SLOPE. 3- HYDROTECH TYPICAL DETAILS HAVE BEEN MODIFIED FOR THE CITY CENTRE PROJECT IN FULL COORDINATION WITH HYDROTECH WATERPROOFING AND GREEN ROOF SYSTEM STAFF NOTES:SEE TYPICAL HYDROTECH DETAIL 1- THIS DETAIL SHOWS 6" HT. DOW STYROFOAM TO MAKE UP VOID SPACE BELOW 6" DEPTH GROWING MEDIUM. 2- THIS SHOWS TWO LAYERS OF HYDRODRAIN TO ALLOW ADEQUATE DRAINAGE BELOW PLANTING MEDIUM AND TO ALLOW GREEN ROOF AREA TO DRAIN TOWARDS FRENCH RAIN ON SLOPE. 3- HYDROTECH TYPICAL DETAILS HAVE BEEN MODIFIED FOR THE CITY CENTRE PROJECT IN FULL COORDINATION WITH HYDROTECH WATERPROOFING AND GREEN ROOF SYSTEM STAFF NOTES: 1- FOR REFERENCE ONLY. SEE MODIFIED DETAIL 1 AND 2 FOR CITY CENTRE PROJECT. 2- MODIFICATIONS MADE OR CITY CENTRE PROJECT IN FULL COORDINATION WITH HYDROTECH STAFF PLANTER NOTES: 1. PERFORATE BOTTOMS WITH HOLES FOR DRAINAGE, 1" DIA, 1' OC. TO ALLOW FOR DRAINAGE. CONTRACTOR TO VERIFY HOLE PLACEMENT WITH LANDSCAPE ARCHITECT BEFORE MAKING HOLES. PERMIT ISSUE - 10 JULY 2017 PERMIT ISSUE - 10 JULY 2017 10 TREE GRATE 7246 STYLE: MARKET STREET RECTANGULAR M48X72F-7 INSTALLATION WITH CONTINOUS STEEL SKIRT ANCHORS : 1/2" ROUND BAR MACHINE WELDED TO FRAME. FRAME JIG WELDED FROM 1-3/4" x 1-3/4" x 1/4" STEEL ANGLE PER ASTM A36 FRAMES CAN BE HOT DIPPED GALVANIZED AND/OR PAINTED TO MATCH GRATES OTHER INSTALLATION CONFIGURATIONS AVAILABLE PAVER BEDDING 1-3/4" x 1-3/4" x 1/4" STEEL ANGLEGRATE 1/2" ROUND BAR WELDED TO FRAME INSTALLATION WITH CONTINUOUS STEEL SKIRT FOR PAVERS CONTINUOUS 16g STEEL SKIRT GRATE 1-3/4" X 1-3/4" x 1/4" STEEL ANGLE 1/2" NELSON STUD WELDED TO FRAME 2" 334" Root ball. 4" high x 8" wide round - topped soil berm above root ball surface shall be centered on the downhill side of the root ball for 240°. Berm shall begin at root ball periphery. 4" layer of mulch. No more than 1" of mulch on top of root ball. (See specifications for mulch). Prior to mulching, lightly tamp soil around the root ball in 6" lifts to brace shrub. Do not over compact. When the planting hole has been backfilled, pour water around the root ball to settle the soil. Original slope should pass through the point where the trunk meets substrate/soil. Bottom of root ball rests on existing or recompacted soil. Existing soil. SECTION VIEW URBAN TREE FOUNDATION © 2014 OPEN SOURCE FREE TO USE Shrub. Trunk caliper shall meet ANSI Z60 current edition for root ball size. Round-topped soil berm 4" high x 8" wide above root ball surface shall be centered on the downhill side of the root ball for 240°. Berm shall begin at root ball periphery. Original grade. Bottom of root ball rests on existing or recompacted soil. Central leader. (See crown observations detail). SECTION VIEW Original slope should pass through the point where the trunk base meets substrate/soil. 4" layer of mulch. No more than 1" of mulch on top of root ball. (See specifications for mulch). Modified soil. Depth varies. (See soil preparation plan). Root ball modified as required. Prior to mulching, lightly tamp soil around the root ball in 6" lifts to brace tree. Do not over compact. When the planting hole has been backfilled, pour water around the root ball to settle the soil. Notes: 1- Trees shall be of quality prescribed in crown observations and root observations details and specifications. 2- See specifications for further requirements related to this detail. URBAN TREE FOUNDATION © 2014 OPEN SOURCE FREE TO USE Notes: 1- Shrubs shall be of quality prescribed in the root observations detail and specifications. 2- See specifications for further requirements related to this detail. Modified soil. Depth varies. (See specifications for soil modification). Root ball. 4" high x 8" wide round - topped soil berm above root ball surface shall be constructed around the root ball. Berm shall begin at root ball periphery. Prior to mulching, lightly tamp soil around the root ball in 6" lifts to brace shrub. Do not over compact. When the planting hole has been backfilled, pour water around the root ball to settle the soil. 4" layer of mulch. No more than 1" of mulch on top of root ball. (See specifications for mulch). Root ball rests on existing or recompacted soil. Existing soil. Finished grade. Shrub. SECTION VIEW URBAN TREE FOUNDATION © 2014 OPEN SOURCE FREE TO USE SECTION VIEW6'-0"2'-0"Three (3") two inch lodge pole stakes. Install approximately 2" away from the edge of the root ball. Stake location shall not interfere with permanent branches. 32" long non-abrasive rubber ties. PLAN VIEW Rubber tree ties. Lodge pole stakes. Remove nursery stake. If central leader needs to be straightened or held erect, it is acceptable to attach a 12" x 8' bamboo pole to the central leader and trunk. Prevailing wind. URBAN TREE FOUNDATION © 2014 OPEN SOURCE FREE TO USE SCALE: DATE: DWG NO:CITY CENTRE301 EAST STATE STREETITHACA, NYDETAILS: PLANTING REVISIONS DATE VARIES 10 JULY 2017 L302 IRONSMITH TREE GRATES DETAIL 3/4" = 1'-0" NOTES 1.SEE LAYOUT PLAN FOR LOCATION AND WIDTH OF CURB PLANKS 2.GRADE CHANGES TO BE SMOOTH AND EVENLY PITCHED 3.INSTALL DETECTABLE WARNING PLATES AS PER MANUFACTURER'S WRITTEN INSTRUCTIONS 4' 3' SEE NOTES 6' 112" IRONSMITH TREE FRAME DETAIL 3/4" = 1'-0" PLAN SECTION 6' 4' IRONSMITH TREE FRAME SECTION 2" = 1'-0" 412" 1-A STREET PLANTING DETAIL 3/4" = 1'-0" STREET TREES AS INENTIFIED PLANTING ON PLAN IRONSMITH TREE GRATE SIZE: 48X96" WITH 18" OPENING IRON ADA APPROVED TREE GRATE SEE MANUFACTURER SPEC SHEET TOPSOIL COMPACTED TO 90% PROCTOR, 6" CURB GRANITE CURB CURB FOUNDATION TO EXTEND NO MORE THAN 3" TOWARD ROOT BALL MINIMUM 8" SOIL BETWEEN CURB FOUNDATION AND ROOT BALL STRUCTURAL CU SOIL 96 CF MINIMUM ENSURE THAT SOIL FILLS WIDTH OF TRENCH SHORE UP SIDES AS NECESSARY TO PREVENT GRAVEL INTRUSION PERFORATED UNDERDRAIN 4'WIDTH VARIES, SEE LAYOUT PLAN 2 SHRUB ON SLOPE 5% TO 50% - MODIFIED SOIL 3/4" = 1'-0" NOTES: 1- SHRUBS SHALL BE OF QUALITY AS PRESCRIBED IN THE ROOT OBSERVATIONS DETAIL AND SPECIFICATION. 2- SEE SPECIFICATIONS FOR FURTHER REQUIREMENTS RELATED TO THIS DETAIL. 3 TREES ON SLOPE 5% TO 50% - MODIFIED SOIL 1/2" = 1'-0" HEAVY DUTY PAVEMENT SEE L302 FOR DETAILS LIGHT DUTY PAVEMENT SEE L302 FOR DETAILS 4 SHRUB - MODIFIED SOIL 3/4" = 1'-0"5 TREE STAKING DETAIL 1/2" = 1'-0" 1-B 1-C 1-D 60% CD SET - 19 MAY 2017 PRE-PERMIT REVIEW SET - 5 JULY 2017 PERMIT ISSUE - 10 JULY 2017 SCALE: DWG NO:CITY CENTRE301 EAST STATE STREETITHACA, NYLANDSCAPE SCHEDULE REVISIONS DATE 10 JULY 2017 L400 60% CD SET - 19 MAY 2017 PRE-PERMIT REVIEWS SET PERMIT ISSUE - 10 JULY 2017 - 05 JULY 2017 MARK MANUFACTURER MODEL TYPE AREA/LENGTH COMMENTS COMD N/A 4" MEDIUM DUTY CONCRETE 7787.24 SF SIDEWALK; SEE PLAN FOR SCORING PATTERN COHD N/A 6" HEAVY DUTY CONCRETE 3580.24 SF DRIVEWAY; SEE PLAN FOR SCORING PATTERN PAV1 HANOVER PREST 12"X12" CHARCOAL PAVERS 460.30 SF SIDEWALK EDGE PAV2 BOWERSTON 4X8" PAVER COLOR: OLDE RED FLASH BRICKS 310.03 SF MATCH COLOR OF BUILDING COLUMNS - COLOR FOR ARCHITECT'S APPROVAL PAV3 HANOVER PREST 24"X24" CHARCOAL PAVERS 2937.04 SF GREEN ROOF PAV4 HANOVER PREST 12"X48" LIMESTONE GRAY PAVERS 500.88 SF GREEN ROOF CENTER CURB1 REUSE EXISTING REUSE EXISTING 6" GRANITE CURB N/A CURB2 SEE STRUCTURAL DWGS SEE STRUCTURAL DWGS 6" CONCRETE CURB N/A MARK MANUFACTURER MODEL TYPE COUNT COMMENTS SE01 IRONSMITH METRO BOLLARDS 8 SE02 THE PARK AND FACILITIES 543-1001 NARROW-U BIKE RACK HEAVY DUTY 8 BLACK POWDER COATED, IN GROUND MOUNT SE03 IRONSMITH 7246 MAIN STREET 48"x72" MAIN STREET TREE GRATES 10 SE04 HANOVER DETECTABLE WARNING PAVER 12X12 AND 24X24 CHARCOAL 3 SE05 CAST IN PLACE 6" CONCRETE CURBS CURB STOPS PARKING AREA 3 LS01 THE WESTERN GROUP 14' LENGTH LIVING SCREEN MODULAR PANEL SYSTEM 2 LS02 THE WESTERN GROUP 3' LIVING SCREEN MODULAR PANEL 7 MARK MANUFACTURER MODEL TYPE QUANTITY COMMENTS R1 AMERISTAR ECHELON PLUS MONARCH POOL BLACK 2-RAIL PANEL- 48" HIGH x 72" LONG 128' R2 AMERISTAR ECHELON PLUS MONARCH POOL BLACK 2-RAIL PANEL- 48" HIGH x 48" LONG SINGLE GATE 2 R3 TBD 2" STEEL PIPE RAILING 1 MARK MANUFACTURER MODEL TYPE COUNT COMMENTS L1 PHILIPS HADCO TOP: VX8911 POST: P1561 NEW LONDON POST TOP LARGE LED 7 SEE DETAILS FOR FULL COMPONENT LIST L2 KICHLER KICHLER 15384BKT LANDSCAPE ACCENT LIGHT, TEXTURED BLACK, 3" H X 6" L X 2.5" DIA., 12 VOLT 10 L3 MAXIM LIGHTING 53590 LV110V 30K 600IN LED STRIP LIGHTS 3 KITS (147') MARK MANUFACTURER MODEL TYPE LENGTH/AREA COMMENTS GRC1 HYDROTECH GARDEN EDGE METAL EDGE RESTRAINT 247 F GRC2 HYDROTECH GREEN ROOF MEMBRANE SYSTEM 4501 SF SEE DETAILS FOR FULL COMPONENT LIST MARK MANUFACTURER MODEL TYPE COUNT COMMENTS P1 VERADEK METALLIC SERIES CUSTOM 48"x48"x36" BLACK POWDER COATED PLANTER 8 GREEN ROOF P2 VERADEK METALLIC SERIES LONG BOX LARGE 38"x15"x16" BLACK POWDER COATED PLANTER 10 GREEN ROOF P3 VERADEK METALLIC SERIES CUBE MEDIUM 21"x21"x22" BLACK POWDER COATED PLANTER 6 GREEN ROOF P4 VERADEK METALLIC SERIES SPAN MEDIUM 38"x10"x30" BLACK POWDER COATED PLANTER 7 GREEN ROOF P5 VERADEK METALLIC SERIES CUSTOM 46"x46"x36" BLACK POWDER COATED PLANTER 2 8th FLOOR TERRACE P6(A,B,C,D)CUSTOM BUILT N/A CUSTOM BUILT PLANTERS, SIZE VARIES 4 8TH FLOOR TERRACE MARK MANUFACTURER TYPE DEPTH (INCHES)VOLUME (CUBIC YD)COMMENTS S01 HYDROTECH LIGHT TOP INTENSIVE GREEN ROOF MEDIA 6 14 SEE SOILS PLAN, GREEN ROOF S02 HYDROTECH LIGHT TOP INTENSIVE GREEN ROOF MEDIA 16 7.8 SEE SOILS PLAN, P2 LONG BOX PLANTERS AND 8TH FLOOR PLANTERS S03 HYDROTECH LIGHT TOP INTENSIVE GREEN ROOF MEDIA 22 1.2 SEE SOILS PLAN, P3 CUBE PLANTERS ON GREEN ROOF S04 HYDROTECH LIGHT TOP INTENSIVE GREEN ROOF MEDIA 30 1.7 SEE SOILS PLAN, P4 MEDIUM SPAN PLANTERS S05 HYDROTECH LIGHT TOP INTENSIVE GREEN ROOF MEDIA 36 36.5 SEE SOILS PLAN, P1 & P5 PLANTERS ON GREEN ROOF AND 8TH FLOOR TERRACE S06 PLANTING SOIL - NEUTRAL WITH 6" DRAINAGE COURSE 18 15.2 SEE SOILS PLAN, FOUNDATION PLANTING S07 PLANTING SOIL - NEUTRAL 36 92 SEE SOILS PLAN, TREE PITS AND SMALL SLOPE PLANTING S08 PLANTING SOIL - ACIDIC 36 126.6 SEE SOILS PLAN, 2 LARGE SLOPE PLANTINGS MARK MANUFACTURER MODEL TYPE COUNT COMMENTS F1 TBD 8TH FLOOR BUILT IN COUCH 5 F2 TBD 8TH FLOOR BUILT IN CHAIRS 2 F3 TBD GREEN ROOF MOVEABLE SEATING 68 F4 TBD GREEN ROOF TABLES 17 F5 TBD 8TH FLOOR FIXED TABLE 2 F6 TBD 8TH FLOOR BBQ 2 F7 TBD 8TH MOVABLE TABLE 5 F8 TBD 8TH MOVABLE CHAIR 12 GREEN ROOF COMPONENTS PLANTERS SITE FURNITURE SCHEDULE SITE EQUIPMENT SCHEDULE SITE MATERIALS SCHEDULE RAILING/FENCE SCHEDULE LIGHTING SCHEDULE SOIL SCHEDULE 170710-301-Plant Schedule-For Bid.xlsx Page 1 PLANTING SCHEDULE L01 L02 L03 L04 L05 L06 L07 L08 L09 L10 L11 L12 SYMBOL COUNT SIZE LATIN NAME COMMON NAME AREA QTY QTY QTY QTY QTY QTY QTY QTY QTY QTY QTY QTY Trees AC 9 multistem Amelanchier canadensis 'Autumn Brilliance'Shadblow Serviceberry L01, L04, L07, L08, L09 2 1 3 2 1 BP 13 1.5"Betula populifolia Gray Birch L08, L10, L12 4 4 5 CB 2 1.5"Carpinus betulus 'Fastigiata'Upright Hornbeam L01 2 CS 6 2"Catalpa speciosa Northern Catalpa L02, L03 4 2 CC 8 1.5"Cercis canadensis Eastern Redbud L04, L09, L11 1 3 4 CF 4 1.5"Cornus florida 'Cherokee Chief'Dogwood L09, L10, L12 2 1 1 PS 4 2"Pinus strobus White Pine L04, L09, L10, L12 1 1 1 1 POC 6 2"Platanus occidentalis Sycamore L09, L10, L11, L12 1 2 1 2 SP 1 1.5"Stewartia pseudocamellia Japanese Stewartia L4 1 ZS 4 2"Zelkova serrata Zelkova L05, L09 3 1 Total Trees 57 Shrubs AAB 2 5 gal Aronia arbutiflia 'Brilliantissima'Red Chokeberry L09, L11 1 1 CA 8 5 gal Callicarpa americana Beautyberry L04, L09, L10, L12 5 1 1 1 CSC 12 5 gal Cornus sericea 'Cardinal'Red Twig Dogwood L10, L12 9 3 CSF 24 3 gal Cornus sericea 'Flavirmea'Yellow Twig Dogwood L01, L08, L08 6 10 8 HV 2 5 gal Hamamelis virginiana Witch-hazel L09, L10, L11 1 1 HQ 12 5 gal Hydrangea quercifolia 'Snow Queen'Oak Leaf Hydrangea L09, L10, L11, L12 8 2 1 1 IG 25 5 gal Ilex glabra "Densa"Inkberry L02, L03, L04, L05, L10, L11, L12 4 5 2 6 2 3 3 IV 15 5 gal Ilex verticillata"Winter Red"Winterberry L09, L10, L11, L12 3 8 1 3 JC 10 5 gal Juniperus communis 'Effusa'Common Juniper L08, L10 6 4 KLF 12 5 gal Kalmia latifolia 'Freckles'Bullseye Mountain Laurel L09, L10, L12 6 2 4 KLO 6 5 gal Kalmia latifolia 'Olympic Fire''Olympic Fire Mountain Laurel L10, L12 3 3 POM 4 5 gal Physocarpus opulifolius 'Monlo'Ninebark L09, L10, L11 1 1 2 SC 3 5 gal Sambucus canadensis Common Elderberry L11 3 SA 8 5 gal Symphoricarpos albus Snowberry L10, L12 5 3 VC 19 5 gal Vaccinum corymbosum Highbush Blueberry L09, L10, L12 4 3 12 VD 3 5 gal Viburnum dentatum 'Morton'Arrowwood L04 3 VT 2 5 gal Viburnum trilobum Highbush Blueberry L04, L11 2 Total Shrubs 167 SYMBOL COUNT SIZE LATIN NAME COMMON NAME AREA L01 L02 L03 L04 L05 L06 L07 L08 L09 L10 L11 L12 Perennials - Flowering QTY QTY QTY QTY QTY QTY QTY QTY QTY QTY QTY QTY ACM 50 6" pots Achillea millefolium Yarrow (white)L04, L08 7 43 ACMB 18 1 gal Achillea millefolium 'Pretty Belinda'Yarrow, pink shades L10, L11 9 9 AH 66 1 gal Anemone huphensis var. japonica Anemone L02, L03, L04, L05 20 14 21 11 AQC 51 1 gal Aquilegia canadensis Wild Columbine; Canadian Columbine L04, L09, L12 8 34 9 AM 117 4" pots Armeria maritima Sea Thrift L01, L07, L08 48 24 45 AS 27 deep plugs Asclepias syriaca Common Milkweed L08 27 AN 76 1 gal Aster novae-angliae New England Aster L09, L10, L11, L12 32 12 24 8 CV 10 1 gal Coreopsis verticillata "Moonbeam"Moonbeam Coreopsis L05 10 EP 7 1 gal Echinacea purpurea Purple Coneflower L01 7 ET 7 6" pots Echinacea tennesseensis Coneflower L01 7 FS 26 4" pots Fragaria spp.Wild Strawberry L07, L08 6 20 GS 349 1 gal Geranium sanguineum Cranesbill Geranium L03, L04, L09, L10, L11, L12 5 74 130 40 42 58 LA 58 6" pots Lavandula angustifolia Lavender L08 58 LS 16 6" pots Liatris spicata Spike Blazing Star L01 16 MS 58 1 gal Matteucia struthiopteris Ostrich Fern L10, L12 15 43 PD 41 6" pots Penstemon digitalis Foxglove Beardtongue L01, L04, L08 6 6 29 PPS 9 1 gal Phlox paniculata 'Swizzle Blue'Swizzle Blue Phlox or similar <18"L04 9 PO 24 1 gal Polygonatum odoratum 'variegatum'Solomon's Seal L02, L03 14 10 RT 15 6" pots Rudbeckia triloba Brown-Eyed Susan L08 15 SN 14 6" pots Solidago nemoralis Grey Goldenrod L08 14 SYN 9 6" pots Symphotrichum novae-angliae New England Aster L08 9 TAC 41 6" pots Talinum calycinum (Phermeranthus calycinus)Fameflower L08 41 TV 31 4" pots Thymus vulgaris Culinary Thyme L01, L08 7 24 TC 21 4" pots Tiarella cordifolia Foamflower L04 21 ZA 39 4" pots Zizea aurea Golden Alexanders L08 39 Total Perennials 1180 Perennials - Grasses ES 214 6" pots Eragrostis spectabilis Purple Love Grass L01, L08 24 190 HM 18 1 gal Hakonechloa macra 'Aureola'Japanese Forest Grass L02, L03, L04 10 5 3 SC 20 6" pots Schizachyrium scoparium Little Bluestem L01 20 SH 56 6" pots Sporobolus heterolepis Prairie Dropseed L08 56 Total grasses 308 Groundcover LM 33 1 gal Liriope muscari 'Variegata'Variegated Lily Turf L01, L03, L04, L05 10 5 7 11 Total Groundcover 33 Vines AA 3 3 gal Actinidia arguta Hardy Kiwi L06 3 AK 16 3 gal Akebia quinata Chocolate Vine L01, L06 12 4 Total Vines 19 Subtotal 1764 Bulbs ALC 60 bulbs Allium cernuum Nodding Onion L08 60 ALS 52 bulbs Allium senescens Mountain Garlic L09 52 CS 2500 bulbs Crocus sativus mix Crocus Throughout all planting areas* N 1200 bulbs Narcissus Daffodils - Naturalizing Throughout all planting areas* Total Bulbs 3700 L01 L02 L03 L04 L05 L06 L07 L08 L09 L10 L11 L12 Total plants 5464 Totals per area (not including Cs or N bulbs)167 52 46 170 41 7 33 744 237 125 94 160 * See notes on planting plan for spacing and planting instructions SCALE: DWG NO:CITY CENTRE301 EAST STATE STREETITHACA, NYMANUFACTURER DETAILS REVISIONS DATE 10 JULY 2017 N/A 0 1’ 2’ 3’ 5’ L304 60% CD SET - 19 MAY 2017 PRE-PERMIT REVIEWS SET - 05 JULY 2017 Hanover® Detectable Warning® Paver Persons with visual impairments depend upon environmental cues of potential hazards — ambient sounds and physical elements that can be sensed by a cane or texture changes underfoot. Any pedestrian area requiring the use of a detectable warning surface can utilize the Detectable Warning® Paver. The distinctively textured walking surface can help to warn pedestrians of an impending hazard on the route ahead. Detectable® Warning Paver Truncated Dome Detail & Dimensions Aligned Dome Format 11.75" 11.75" 11.75" 2.35" 2.35" 0.9" 50-65% of overall dome width 2.35" 2" 2.20" 0.45" R These drawings give the dimensions of the truncated domes. Please note that the standard thickness of the paver does not include the height of the dome. A paver which is ordered at a 2” thickness will actually measure 2.20” from the bottom of the paver to the top of the dome. 113/4” x 113/4” x 2” (297mm x 297mm x 51mm) 231/2” x 231/2” x 2” (597mm x 597mm x 51mm) Please Note: Other sizes and colors are available upon request when quantities permit. Contact a Hanover® Representative for more information. Red 15 Charcoal Yellow (M1517) Stocked Sizes Stocked Colors 2.29.12 5000 Hanover Road, Hanover, PA 17331717.637.0500 fax 717.637.7145www.hanoverpavers.com 113/4” x 47 1/8” x 2 1/2” HANOVER® PREST® PAVERNominal 12” x 48” 47 1/8 47 1/8"11 3/4" 11 3/4" 2 1/2" 10.28.16 5000 Hanover Road, Hanover, PA 17331717.637.0500 fax 717.637.7145www.hanoverpavers.com Please Note: Sizes shown are nominal. Products are made to fit metric modules. Pavers should be laid maintaining a minimum1/8" joint. 3/16" 23 1/2” x 23 1/2” x 2” 6.11.15 5000 Hanover Road, Hanover, PA 17331717.637.0500 fax 717.637.7145www.hanoverpavers.com HANOVER® PREST® PAVER Nominal 24” x 24” Please Note: Sizes shown are nominal. Products are made to fit metric modules. Pavers should be laid maintaining a minimum1/8" joint. 23 1/2" 23 1/2" 23 1/2" 2" 113/4” x 113/4” x 2” HANOVER® PREST® PAVERNominal 12” x 12” 113/4" 113/4" 113/4" 2" 6.8.15 5000 Hanover Road, Hanover, PA 17331717.637.0500 fax 717.637.7145www.hanoverpavers.com Please Note: Sizes shown are nominal. Products are made to fit metric modules. Pavers should be laid maintaining a minimum1/8" joint. Super Black Matrix #1111 Matrix #1171 Matrix #1049 Matrix #1185 Matrix #1109 Matrix #1151 Matrix #1240 Quarry Red Charcoal Natural*Red 15 Tan Brown Cream Limestone Gray Matrix #1428 Matrix #1775 Matrix #2127 Matrix #1914 *Natural color Prest® Pavers have a tendency to vary in color within any given shipment. It may vary in shade from gray/buff to light gray, and even to a darker gray. This variance should be expected and considered normal for the Natural color Prest ® Pavers. PLEASE NOTE:For stability of color, sealing is recommended.Two types of sealers are suggested – Hanover® Intensifying Sealer or Hanover® Natural Sealer. HANOVER® PREST® PAVER COLORS CUSTOM COLORS WITH TUDOR®#13 FINISH STANDARD COLORS WITH TUDOR®FINISH CUSTOM COLORS WITH GROUND FINISH The colors shown are a small sampling of the colors Hanover® can provide. Custom color and aggregate blending is Hanover’s specialty. Texture is as important to the appearance of the installation as color and pattern. Hanover's Tudor® Finish adds a weathered or sandlblasted appearance lightly exposing the aggregates,while Hanover’s Ground Finish provides a smooth surface,more clearly revealing the aggregates. PAGE 1 Super Black Matrix #1111 Matrix #1171 Matrix #1049 Matrix #1185 Matrix #1109 Matrix #1151 Matrix #1240 Quarry Red Charcoal Natural*Red 15 Tan Brown Cream Limestone Gray Matrix #1428 Matrix #1775 Matrix #2127 Matrix #1914 *Natural color Prest® Pavers have a tendency to vary in color within any given shipment. It may vary in shade from gray/buff to light gray, and even to a darker gray. This variance should be expected and considered normal for the Natural color Prest ® Pavers. PLEASE NOTE:For stability of color, sealing is recommended.Two types of sealers are suggested – Hanover® Intensifying Sealer or Hanover® Natural Sealer. HANOVER®PREST®PAVER COLORS CUSTOM COLORS WITH TUDOR®#13 FINISH STANDARD COLORS WITH TUDOR®FINISH CUSTOM COLORS WITH GROUND FINISH The colors shown are a small sampling of the colors Hanover® can provide. Custom color and aggregateblending is Hanover’s specialty. Texture is as important to the appearance of the installation as color and pattern.Hanover's Tudor® Finish adds a weathered or sandlblasted appearance lightly exposing the aggregates,while Hanover’s Ground Finish provides a smooth surface,more clearly revealing the aggregates.PAGE 1 Super Black Matrix #1111 Matrix #1171 Matrix #1049 Matrix #1185 Matrix #1109 Matrix #1151 Matrix #1240 Quarry Red Charcoal Natural*Red 15 Tan Brown Cream Limestone Gray Matrix #1428 Matrix #1775 Matrix #2127 Matrix #1914 *Natural color Prest® Pavers have a tendency to vary in color within any given shipment. It may vary in shade from gray/buff to light gray, and even to a darker gray. This variance should be expected and considered normal for the Natural color Prest ® Pavers. PLEASE NOTE:For stability of color, sealing is recommended.Two types of sealers are suggested – Hanover® Intensifying Sealer or Hanover® Natural Sealer. HANOVER®PREST®PAVER COLORS CUSTOM COLORS WITH TUDOR®#13 FINISH STANDARD COLORS WITH TUDOR®FINISH CUSTOM COLORS WITH GROUND FINISH The colors shown are a small sampling of the colors Hanover® can provide. Custom color and aggregateblending is Hanover’s specialty. Texture is as important to the appearance of the installation as color and pattern.Hanover's Tudor® Finish adds a weathered or sandlblasted appearance lightly exposing the aggregates,while Hanover’s Ground Finish provides a smooth surface,more clearly revealing the aggregates.PAGE 1 Hanover® Prest® Pavers, high density pressed concrete units, are manufactured to 1/8” tolerances and produced by subjecting the concrete mix to a minimum pressure of 1,000 pounds per square inch over the entire surface area. This results in a product with the density and strength of natural stone. Hanover® Prest® Pavers provide durability and protection for the roof or waterproofed deck system from harsh weather conditions. Hanover® Pavers make roofs and decks safer for pedestrians and simplify repairs. Hanover® Support Pedestals, together with Hanover® Pavers, provide effective drainage between the pavers and the system below. Hanover® Support Pedestals make roof and deck plazas serviceable, functional and attractive. PRODUCT DATA SHEET Hanover® Prest® Pavers for Roofs & Waterproofed Decks 1.9.17Page 1 of 2 11 3/4" x 11 3/4" 11 3/4" x 17 5/8" 11 3/4" x 23 1/2" 11 3/4" x 35 3/8" 11 3/4" x 47 1/8" 17 5/8" x 17 5/8" 17 5/8" x 23 1/2" 17 5/8" x 35 3/8" 23 1/2" x 23 1/2" 23 1/2" x 35 3/8" 23 1/2" x 47 1/8"* 35 3/8" x 35 3/8"* X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X 297mm x 297mm 297mm x 447mm 297mm x 597mm 297mm x 899mm 297mm x 1197mm 447mm x 447mm 447mm x 597mm 447mm x 899mm 597mm x 597mm 597mm x 897mm 597mm x 1197mm 897mm x 897mm Dimensionally Compatible Prest® Paver Sizes Additional Prest® Paver Sizes 11/4"21/4"11/2"21/2"2"13/4”3" 4" X X X X X X X X X X X X = Standard Thickness = SlateFace® Paver Thickness (22 lbs/sf) 11 7/8" x 11 7/8" 11 15/16" x 11 15/16" 14 7/8" x 14 7/8" 15 7/8” x 15 7/8” 17 7/8" x 17 7/8" 23 1/2" x 29 1/2" 23 7/8" x 23 7/8" 23 7/8" x 35 7/8" 24" x 24" 24" x 36" 29 7/8" x 29 7/8" 35 3/4" x 35 3/4"* 35 7/8" x 35 7/8"* Hexagonal, 15 7/8" across flats Hexagonal, 23 1/2" across flats Octagonal, 15 7/8" across flats X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X 302mm x 302mm 303mm x 303mm 378mm x 378mm 403mm x 403mm 454mm x 454mm 597mm x 747mm 606mm x 606mm 606mm x 911mm 610mm x 610mm 610mm x914mm 759mm x 759mm 908mm x 908mm 911mm x 911mm Hexagonal, 402mm across flats Hexagonal, 597mm across flats Octagonal, 402mm across flats *Note increased thickness and weight for these paver sizes. 11/4"21/4"11/2" 1 3/4"21/2"2"3" 4" X X X X X X X X X X X X X X Please Note: Paver weight at a 2” thickness is 25 lbs/sf. PAV3 PAV4 SE04 PAV3 PAV1 PAV1 PAV4 L401-A SE04 DETECTABLE WARNING PAVERS PAV2: BOWERSTON PAVERS PAV2: BOWERSTON PAVERS COLOR PAV4: HANOVER PAVERS 12X12”PAV3: HANOVER PAVERS 24X24”PAV1: HANOVER PAVERS 12X12” PAV3, PAV4 PAVER SIZEPAV1 PAVER SIZE PAV1, PAV3, PAV4, SE04 COLORS PERMIT ISSUE - 10 JULY 2017 SCALE: DWG NO:CITY CENTRE301 EAST STATE STREETITHACA, NYMANUFACTURER DETAILS REVISIONS DATE 10 JULY 2017 N/A 0 1’ 2’ 3’ 5’ L304 60% CD SET - 19 MAY 2017 PRE-PERMIT REVIEWS SET - 05 JULY 2017 PAVER BEDDING CONTINUOUS STEEL SKIRT 16ga MINIMUM 1-3/4" x 1-3/4" x 1/4" STEEL ANGLE GRATE 1/2" ROUND BAR WELDED TO FRAME 3 1/4" STANDARD Detail 7 FRAME INSTALLATION FOR PAVERS ON CONCRETE BASE Standard height is 33 4" for typical 60mm P aver on 3 4" to 1" sand bed Other custom heights can be specified to accommodate other paver-bedding situations. * frame size may vary depending on tree grate selected. 41-701 Corporate Way #3 Palm Desert, CA 92260 (800) 338-4766 (760) 776-5080 Fax IRONSMITHThis drawing embodies a confidential proprietary design of IRONSMITH,INC. Palm Desert,Ca. All design, manufactuing ,reproduction ,use, sale, and other rights regarding the same are expressly reserved. This drawing is submitted under confidential relationship for a specific purpose and the recipient agrees by accepting this drawing not to supply or disclose any information regarding it to any unauthorized person or to incorporate any special feature peculiar to this design in other projects. The information in this drawing may be covered completely or in part by partents pending. * 1-3/4"X1-3/4"X1/4" STEEL ANGLE GRATE 1/4" THICK x 2" STEEL TAB SLOTTED 7/16" x 3/4" FOR CONCRETE ANCHOR (TYP. 24" OC NOM.) CONCRETE ANCHOR BOLT (by installer) SPECIFY SECTION TREE GRATE FRAME BOLT ON FOR RETROFIT APPLICATIONS PAVER BEDDING 41-701 Corporate Way #3 Palm Desert, CA 92260 (800) 338-4766 (760) 776-5080 Fax IRONSMITHThis drawing embodies a confidential proprietary design of IRONSMITH,INC. Palm Desert,Ca. All design, manufactuing ,reproduction ,use, sale, and other rights regarding the same are expressly reserved. This drawing is submitted under confidential relationship for a specific purpose and the recipient agrees by accepting this drawing not to supply or disclose any information regarding it to any unauthorized person or to incorporate any special feature peculiar to this design in other projects. The information in this drawing may be covered completely or in part by partentspending. Detail 4 FRAME INSTALLATION FOR PAVERS ON SAW CUT CONCRETE SPECIFY DEPTH OF ANCHOR BELOW FINISH GRADE Note: FOR SAND BED INSTALLATIONS DETAIL#6 IS RECOMMENDED TREE GRATE FRAME INSTALLATION DETAIL STANDARD CONCRETE ANCHOR GRATE 1-3/4" X 1-3/4" x 1/4" STEEL ANGLE 1/2" NELSON STUD WELDED TO FRAME 2" 334" 4" min. 41-701 Corporate Way #3 Palm Desert, CA 92260 (800) 338-4766 (760) 776-5080 Fax IRONSMITHThis drawing embodies a confidential proprietary design of IRONSMITH,INC. Palm Desert,Ca. All design, manufactuing ,reproduction ,use, sale, and other rights regarding the same are expressly reserved. This drawing is submitted under confidential relationship for a specific purpose and the recipient agrees by accepting this drawing not to supply or disclose any information regarding it to any unauthorized person or to incorporate any special feature peculiar to this design in other projects. The information in this drawing may be covered completely or in part by partentspending. DETAIL #1 standard concrete anchors for use in new concrete 1/2" x 1" x 1/4" THICK GRINDING PADS FOR LEVELING - TYP. 4 OR MORE PLACES 1" RIBS 1 1/2" [38.10mm] 48" [1219.20mm] 36" [914.40mm] 72" [1828.80mm] see note This drawing embodies a confidential proprietary design of IRONSMITH,INC. Palm Desert,Ca. All design, manufactuing ,reproduction ,use, sale, and other rights regarding the same are expressly reserved. This drawing is submitted under confidential relationship for a specific purpose and the recipient agrees by accepting this drawing not to supply or disclose any information regarding it to any unauthorized person or to incorporate any special feature peculiar to this design in other projects. The information in this drawing may be covered completely or in part by partents pending. IRONSMITH 41-701 Corporate Way #3 Palm Desert, CA 92260 800.338.4766 7246 MARKET STREET TREE GRATE 48" x 72" tree grate in two sections. 1/2 Maximum square opening for pedestrian safety and A.D.A Compliance. Cast from 100% recycled Iron, Aluminum,or Bronze for pedestrian loads only. Tree opening: 12",18",30" Grates can be orderd with or later expanded to these openings. please specify when ordering. Finish: unfinished or Black dip or Enamel paint or Polyurethane Paint or Powder coat Specify finish and color Use frame model: 48x72F Weight: Iron=435 lb/ 198 Kg Aluminum=160 lb/73 Kg Setbacks: Materials: 2” Schedule 40 Steel Pipe (2.375” OD) Capacity: Parks 3 Bikes Finishes: Galvanized galvanized finish is available Powder Coat Our powder coat finish assures a high level of adhesion and durability by following these steps: 1. Sanded Down 2. Washed and Dried 3. Zinc Primer 4. Powder Coat 5. UV Clear Topcoat Mount Options: In-Ground In-ground mount is embedded into concrete base. Specify in-ground mount for this option Surface Foot mount has two circular plates (0.25” x 6” OD with four 9/16” mounting holes). Specify surface mount for this option 75” Single Sided 95” Double Sided 2.375” 18 3/8” 36” 10” 14 3/4” * These setbacks represent generally recommended distances. Be sure to consult local building and city codes before installing racks. 3350 NW Boca Raton Blvd., Boca Raton, FL 33431 1-866-280-9894 | sales@theparkcatalog.com C ATALOG ProductNarrow-U Bike Rack Heavy Duty Model: 543-1001   This drawing embodies a confidential proprietary design of IRONSMITH Palm Desert, CA. All design, manufacturing, reproduction, use, sale, and other rights regarding the same are expressly reserved. This drawing is submitted under confidential relationship for a specific purpose and the recipient agrees by accepting this drawing not to supply or disclose any information regarding it to any unauthorized person or to incorporate any special feature peculiar to this design in other projects. The information disclosed in this drawing may be covered completely or in part by patents pending. 41-701 Corporate Way #3 Palm Desert, CA 92260 (800) 338-4766 (760) 776-5080 Fax IRONSMITH 9020 METRO Bollard Hollow cast bollard with 7/16" minimum wall thickness. Available in cast gray iron or cast aluminum Bollard has option for lock tab for use with Ironsmith Receiver to allow removal. Finish: Can be provided finished to designer specifications L401-B SE03: IRONSMITH TREE GRATE LS01: WESTERN GROUP GREEN SCREEN SE02: THE PARK AND FACILITIES BIKE RACK SE03: IRONSMITH TREE GRATE R1: AMERISTAR ECHELON PLUS FENCE SE03: IRONSMITH TREE GRATE LS01: WESTERN GROUP GREEN SCREEN R2: AMERISTAR ECHELON PLUS GATE LS01: WESTERN GROUP GREEN SCREEN SE03: IRONSMITH TREE GRATE SE01: IRONSMITH BOLLARD PERMIT ISSUE - 10 JULY 2017 SCALE: DWG NO:CITY CENTRE301 EAST STATE STREETITHACA, NYMANUFACTURER DETAILS REVISIONS DATE 10 JULY 2017 N/A 0 1’ 2’ 3’ 5’ L304 60% CD SET - 19 MAY 2017 PRE-PERMIT REVIEWS SET - 05 JULY 2017 GardenEdge® PRODUCT DATA SHEET METAL EDGE RESTRAINT GENERAL DESCRIPTION GardenEdge® is made of 0.1 inch thick unfinished aluminum bent at a 90 degree angle with a slotted vertical leg to allow for drainage. FlexEdge® is available with fingered horizontal legs to accomodate curved configurations. Leveling Strips are made of the same material and are available in varying heights. The strips are bolted to the Garden Edge where there is a need to create a level surface over a sloped deck. Stainless steel, Cor-Ten (rusting) steel and other materials are avilable. Custom color finishes and bending configurations are available. BASIC USE GardenEdge is specifically designed to provide a transition between Hydrotech’s extensive LiteTop® growing media and hardscape elements like stone or concrete paver ballast at vegetation-free-zones, building perimeters, roof penetrations, etc. TECHNICAL DATA THICKNESS: 0.1 inch DIMENSIONS: Standard vertical legs of 3 to 8-1/2 inches available in 1/2 inch increments. Custom sizes are available. Each section is 8-feet long. Leveling strips are available in 4, 6 and 8-inch standard heights (allow 1 inch of height for bolting to Garded Edge. ACCESSORIES:Corner sections, clips and connection bolts are also available INSTALLATION GardenEdge can be placed either on top of the insulation layer or the water retention/drainage element, and is held in place by the weight of the growing media placed over the horizontal leg. Splices and corner pieces are easily assembled with nuts and bolts to complete the assembly. GardenEdge is not intended to be mechanically attached to or through the roofing membrane assembly. GardenEdge is not intended to be used to support a load, such as at the bottom of a sloped roof along the eave. American Hydrotech, Inc. 303 East Ohio Street, Chicago, IL 60611 * (312) 337-4998 * (312) 661-0731 fax * 8/14 www.hydrotechusa.com To avoid "white rust" corrosion common in aluminum, avoid storing nested Garden Edge products in a wet environment. Hydrotech is not responsibel for staining caused by this corrosion. 10 11 Span Span Small - L 30” W 12” H 24” Span Medium - L 38” W 10” H 30” Span Large - L 42” W 16” H 32” Available in Corten Steel and Powdercoated Galvanized Steel WALL / RAILING Trough Trough Short - L 36” W 9” H 9” Trough Long - L 48” W 9” H 9” Available in Corten Steel and Powdercoated Galvanized Steel FINISHES • Black Powdercoat • Charcoal Powdercoat • White Powdercoat • Rust Corten Steel PRISM BOWL Bowl Small - L 22” W 22” H 6.5” Bowl Large - L 32” W 32” H 8” Available in Corten Steel and Powdercoated Galvanized Steel FINISHES • Black Powdercoat • Charcoal Powdercoat • White Powdercoat • Rust Corten Steel BOWL FINISHES • Black Powdercoat • Charcoal Powdercoat • White Powdercoat • Rust Corten Steel Wall and Railing Hanging Brackets Sold Separately mETALLICsERIESpEDESTALpLANTER Prism Bowl - L 24” W 24” H 7” Available in Corten Steel and Powdercoated Galvanized Steel FINISHES • Black Powdercoat • Charcoal Powdercoat • White Powdercoat • Rust Corten Steel 8 9 MetallicSeries Veradek Metallic Series planters are not only artfully designed, but are built with a quality that you can see and feel. All Veradek Metallic Series planters are constructed from either a thick-gauge rust resistant galvanized steel or a strong, thick Corten Steel. Further, all Metallic Series planters are fully seam welded, insulated and protected with a strong scratch resistant finish, ensuring that they will stand the test of time in both commercial and residential settings. Veradek Metallic Series planters are built to last. CUBE Cube Small - L 17” W 17” H 18” Cube Medium - L 21” W 21” H 22” Cube Large - L 27” W 27” H 28” Available in Corten Steel and Powdercoated Galvanized Steel LONG BOX Long Box Small - L 25” W 11” H 13” Long Box Medium - L 32” W 10” H 16” Long Box Large - L 38” W 15” H 16” Available in Corten Steel and Powdercoated Galvanized Steel FINISHES • Black Powdercoat • Charcoal Powdercoat • White Powdercoat • Rust Corten Steel Pyramid Short - L 14” W 14” H 28” Pyramid Tall - L 18.5” W 18.5” H 38” Available in Powdercoated Galvanized Steel FINISHES • Black Powdercoat • Charcoal Powdercoat • White Powdercoat PYRAMID Pedestal Short - L 13.5” W 13.5” H 30” Pedestal Tall - L 17” W 17” H 40” Available in Corten Steel and Powdercoated Galvanized Steel FINISHES • Black Powdercoat • Charcoal Powdercoat • White Powdercoat • Rust Corten Steel PEDESTAL FINISHES • Black Powdercoat • Charcoal Powdercoat • White Powdercoat • Rust Corten Steel Ask AbOuT METALLIC sErIEs CusTOM dEsIgN PrOjECTs Ordering Guide Example: VX8911 32 A C 3 N N A 3 A S S Product Code VX8911 New London LED LED 32 32 LED's48 48 LEDs *264 64 LED's *280 80 LED's *2 Finish A BlackBWhiteGVerdeHBronzeJGreen PANELS C ClearFFrosted Optics 3 Type III5Type V Photo Control N NoneRTwist-lock ReceptacleE120 VAC Button EyeH208/240/277 VAC Button EyeK347V Button Eye ColorTemperature N 4000KC5700K *1 Voltage A 120-277 VACB347-480 VAC *3 Drive Current 3 350 mA5530 mA DimmingControl A 4 Hrs 25% ReductionB4 Hrs 50% ReductionC4 Hrs 75% ReductionD6 Hrs 25% ReductionE6 Hrs 50% ReductionF6 Hrs 75% ReductionG8 Hrs 25% ReductionH8 Hrs 50% ReductionJ8 Hrs 75% ReductionZCustom Dimming ScheduleNNone SurgeSuppression S Standard Built In <3kVAAdditional 10kV/10kA Options S Spikes *1 Consult Factory for 5700K*2 Only available with 350mA*3 Dimming not available with 347-480V Specifications APPLICATIONS:This luminaire is the perfect LED solution for traditional street lighting. Other application locations include: residential streets, city streets, campuses and parking lots. Thisluminaire offers the style of a traditional lantern with today’s cutting edge LEDgine technology LED SPECIFICATIONS: Refer to IES files for energy consumption and delivered lumens for each option. Based on in-situ thermal testing and data from Philips Lumileds and Philips Advance fixture canbe expected to reach 100,000 hours (at >L70 lumen maintenance @ 25°C). The Philips LEDGINE uses Philips Lumileds Luxeon R LEDs. Color temperatures available are ANSIBins 4000K and 5700K CCT (consult factory for 5700K). Two distributions are available including Type 3 and 5. ELECTRONIC DRIVER:The driver included is the Philips Advance XITANIUM LED driver and is available in a 350mA & 530mA drive current. Standard driver offers 0-10V dimming capability anduniversal voltage input from 120-277VAC or 347-480VAC. Input frequency is 50-60Hz and all XITANIUM drivers are RoHS compliant. The driver has <3kV surge suppression builtin, and the 10kV/10kA is included in an additional option. Programmable dimming 0-10V is optional. New London LED (VX8911)Specification Sheet Project Name:Location:MFG: Philips Hadco Fixture Type:Catalog No.:Qty: ISO 9001:2008 Registered Page 1of2 Note: Philips reserves the right to modify the above details to reflect changes in the cost of materials and/or production and/or design without prior notice.100 Craftway Drive, Littlestown, PA 17340 | P: +1-717-359-7131 F: +1-717-359-9289 | http://www.hadco.com | Copyright 2013 PhilipsHW2 P1 CUSTOM 48”X48”X36”P6 CUSTOM BUILT PLANTERS, SIZE VARIESP5 CUSTOM 46”X46”X36” P3 P4 P2 L401-CP1, P2, P3, P5 P4,P6 L3 LED UNDERLIGHT GREEN ROOF GRC1: HYDROTECH GARDEN METAL EDGE RE- STRAINT L2 KICHLER UPLIGHT GREEN ROOF GRC2: HYDROTECH GREEN ROOF L1 PHILIPS STREET LIGHT GRC2: HYDROTECH GREEN ROOF PERMIT ISSUE - 10 JULY 2017 FIRE PROTECTION GENERAL NOTES:PIPE SIZE DISCREPANCIES BETWEEN FLOOR PLANS AND RISERDIAGRAMS LARGER PIPE SIZE INDICATED WILL TAKE PRECEDENCE.7.THE CONTRACTOR SHALL COORDINATE THE LOCATION OF ALL CEILINGACCESS PANELS WITH THE ARCHITECTURAL REFLECTED CEILING PLANAND ELECTRICAL LIGHTING PLAN.PROVIDE SPRINKLER SHOP DRAWINGS AND HYDRAULIC CALCULATIONSWITH ALL INFORMATION NOTED BY NFPA-13. DO NOT START ANY WORKUNTIL DRAWINGS AND CALCULATIONS HAVE BEEN APPROVED BY THEPROJECT ENGINEER, OWNER'S AGENTS AND LOCAL FIRE MARSHAL.OBTAIN WATER FLOW TEST DATA (PRESSURES AND FLOWS) ASREQUIRED. PROVIDE ALL FLOW TESTS REQUIRED IF CURRENT TEST DATAIS UNAVAILABLE.COORDINATE SPRINKLER SYSTEM WITH ALL OTHER TRADES, BUILDINGCONDITIONS, ETC. OFFSET SPRINKLER SYSTEM PIPING AS REQUIRED(PROVIDE ALL FITTINGS, CONNECTIONS, ETC.)COORDINATE ALL LOCATIONS, SIZES AND ELEVATIONS OF ALL SLEEVESTHROUGH WALLS, BEAMS, SLABS AND FOOTING WITH STRUCTURAL ANDARCHITECTURAL DRAWINGS. ALL PIPES SLEEVING THROUGH BEAMS ORFOOTINGS SHALL HAVE A SLEEVE DIAMETER OF TWO PIPE SIZES OVERTHE PIPE PASSING THROUGH THE FOOTING OR PER STRUCTURALDRAWING. THE MOST STRINGENT SHALL PREVAIL.IF REQUIRED, PROVIDE SHUT DOWNS AND TIE-INS ON OFF-HOURS TOAVOID DISRUPTION OF BUILDING SYSTEMS. COORDINATE ALL SHUT DOWNREQUIREMENTS PRIOR TO SUBMITTING BID (INCLUDE ALL WORKREQUIRED DURING OFF HOURS IN BID).ALL FLOOR AND WALL PENETRATIONS MUST BE SEALED WATERTIGHT ANDVERMIN PROOF.PIPING SUPPORTS. ALL PIPING TO BE SUPPORTED WITH HANGERS ANDBRACKETS WHICH PROVIDE ISOLATION FROM FRAMING. CONTACTBETWEEN PIPE AND SUPPORT TO BE LINED WITH PLASTIC OR FELT.10.11.9.8.22.25.21.FIRE PROTECTION CONTRACTOR SHALL LAYOUT SPRINKLER SYSTEM,COORDINATE WITH ALL OTHER TRADES, AND SHALL PROVIDE SPRINKLERSHOP DRAWINGS AND HYDRAULIC CALCULATIONS. SPRINKLER PIPINGSHALL BE SIZED HYDRAULICALLY.CONTRACTOR SHALL PROVIDE ALL VALVES AND BACKFLOW PREVENTIONDEVICES AS REQUIRED BY STATE AND LOCAL CODES.INSTALL PIPING WITHOUT FORCING OR STRINGING.THESE PLANS INDICATE APPROXIMATE ROUGH-INS ONLY FOR EQUIPMENTNOT IN THIS SECTION (N.I.T.S.) EXACT ROUGH-IN DIMENSIONS MUST BEOBTAINED FROM THE EQUIPMENT MANUFACTURER.THE FIRE PROTECTION CONTRACTOR SHALL COORDINATE ALL REQUIREMENTSFOR ALL POINTS OF CONNECTION WITH THE GENERAL CONTRACTOR ANDOTHER TRADES PRIOR TO BID.35.34.FIRE PROTECTION CONTRACTOR SHALL COORDINATE COMPLETE FIREPROTECTION INSTALLATION AND REQUIREMENTS PRIOR TO SUBMITTING BID WITHALL LOCAL DISTRICTS AND GOVERNING AUTHORITIES. INCLUDE ALL FINDINGSWITHIN THE BASE BID.FIELD VERIFY EXACT LOCATION, COMPOSITION AND CONDITION OF ALLPIPING, VALVES AND SYSTEMS AS REQUIRED FOR WORK OF THECONTRACT.REFER TO ARCHITECTURAL DRAWINGS AND THE PROJECTSPECIFICATIONS FOR PROJECT PHASING REQUIREMENTS.PROVIDE CUTTING, CORING AND PATCHING OF ALL WALLS, SLABS ANDDECKS AS REQUIRED FOR WORK SHOWN. COORDINATE ALL WORK WITHOWNER AND GENERAL CONTRACTOR.PROVIDE ALL WORK IN COMPLIANCE WITH ALL LOCAL, STATE ANDFEDERAL CODES. OBTAIN ALL REQUIRED PERMITS. COORDINATE ALLWORK WITH LOCAL FIRE MARSHAL.PROVIDE FULL SPRINKLER COVERAGE FOR ALL SPACES WITHIN THEPROJECT AREA IN COMPLIANCE WITH LOCAL, STATE AND FEDERALCODES, NFPA-13 AND OWNER'S INSURANCE CARRIER/UNDERWRITER.NOTIFY THE MECHANICAL ENGINEER OF CONSTRUCTION RESTRAINTSWHICH MAKE VARIATIONS FROM THE PLANS NECESSARY.COMPLETE ALL WORK INCLUDING THE VARIATIONS WITHOUT CHARGINGEXTRAS TO THE BID CONTRACT. COMPLETION OF WORK MEANS THEJOB IS WORKING AND MEETS ALL CITY, COUNTY AND STATEMECHANICAL, PLUMBING AND BUILDING CODE REQUIREMENTS.THESE DRAWINGS ARE FOR BIDDING PURPOSES ONLY. THEY AREESSENTIALLY DIAGRAMMATIC TO THE EXTENT THAT MANY OFFSETS, BENDS,UNIONS, SPECIFIC FITTINGS AND EXACT LOCATIONS ARE NOT INDICATED.ALL FIRE PROTECTION WORK SHALL BE INSTALLED SO AS TO AVOIDINTERFERENCE WITH ELECTRICAL EQUIPMENT, MECHANICAL EQUIPMENTAND STRUCTURAL FRAMING, SKYLIGHTS, ETC.THESE DRAWINGS DO NOT INCLUDE ALL NECESSARY SAFETY REQUIREMENTS.CONTRACTOR TO COMPLY TO THE SAFETY REQUIREMENTS SET FORTH BY THELOCAL AUTHORITIES HAVING JURISDICTION.6.5.4.b.17.20.19.18.16.15.THE DRAWINGS WERE PREPARED WITH THE BEST STRUCTURAL ANDARCHITECTURAL INFORMATION AVAILABLE. IT IS UNDERSTOOD THATEQUIPMENT LOCATIONS AND ROUTING OF PIPING MAY VARY FROM THATSHOWN ON THE PLANS AS CONSTRUCTION PROCEEDS. IT IS THECONTRACTORS RESPONSIBILITY TO:BEFORE COMMENCEMENT OF WORK, THE CONTRACTOR SHALL VERIFYTHE EXACT LOCATIONS, ELEVATIONS AND CHARACTERISTICS OF ALLUTILITIES AND PIPING, AND SHALL IMMEDIATELY NOTIFY THE ARCHITECTOF ANY DISCREPANCIES.THE FIRE PROTECTION SYSTEM DESIGN, INSTALLATION AND MATERIALS SHALLCONFORM TO THE FIRE CODE AND AUTHORITIES HAVINGJURISDICTION. IN CASE OF CONFLICTS WITH CODES, DRAWINGS, ORSPECIFICATIONS, THE MOST STRINGENT SHALL PREVAIL.a.3.2.1.14.13.12.SUBMITTALS AND SHOP DRAWINGS: AS SOON AS POSSIBLE AND WITHIN21 DAYS AFTER AWARD OF THE CONTRACT, AND BEFORE THEIRPURCHASE, THE CONTRACTOR SHALL SUBMIT TO THE ARCHITECT 6BOUND BOOKLETS FOR APPROVAL AND CONTAINING A COMPLETE LISTOF MATERIALS, SPECIALTIES AND EQUIPMENT HE IS TO FURNISH FORTHE INSTALLATION. ALL SUBMITTALS SHALL BE MADE AT ONE TIME. NODEVIATION OF PLUMBING FIXTURES WILL BE ACCEPTED. BASED ONAPPROVAL OF ALTERNATE PRIOR TO BID.COORDINATE FIRE PROTECTION SYSTEMS WITH WORK OF ALL OTHERTRADES PRIOR TO ANY FABRICATION OR INSTALLATION.MAINTENANCE LABEL SHALL BE AFFIXED TO ALL FIRE PROTECTIONEQUIPMENT AND A MAINTENANCE MANUAL SHALL BE PROVIDED TO OWNER'SREPRESENTATIVE.COORDINATE WITH ELECTRICAL TRADE PRIOR TO ORDERINGELECTRICALLY OPERATED EQUIPMENT FOR AVAILABLE VOLTAGES ATEQUIPMENT LOCATIONS.PIPES SHALL BE SUPPORTED AND BRACED PER SMACNA "GUIDELINESFOR SEISMIC RESTRAINTS OF MECHANICAL SYSTEMS AND PLUMBINGPIPING SYSTEMS."ALL EQUIPMENT SHALL BE INSTALLED IN STRICT ACCORDANCE WITH THEEQUIPMENT MANUFACTURER'S RECOMMENDATIONS AND APPLICABLECODES, PROVIDE ALL FITTINGS, VALVES, AND OTHER DEVICES REQUIREDFOR A COMPLETE WORKABLE INSTALLATION.33.32.29.28.27.26.36.FIRE PROTECTION CONTRACTOR SHALL LAYOUT SPRINKLER SYSTEM.COORDINATE WITH ALL OTHER TRADES, AND SHALL PROVIDE SPRINKLERSHOP DRAWINGS AND HYDRAULIC CALCULATIONS. SPRINKLER PIPINGSHALL BE SIZED HYDRAULICALLY.30.SPRINKLERS SHALL BE INSTALLED UNDER FIXED OBSTRUCTIONS OVER 4FEET WIDE SUCH AS DUCTS, OPEN GRATE FLOORING AND OVERHEADDOORS.31.OFFSETS IN PIPING AROUND OBSTRUCTIONS SHALL BE PROVIDED AT NOADDITIONAL COST TO THE OWNER.FOR ALL AREAS WITH LAY-IN CEILINGS, PROVIDE SPRINKLERS IN THECENTER OF CEILING TILES (2x2 PATTERN). REFER TO ARCHITECTURALPLAN FOR CEILING GRID LAYOUT.THE SPRINKLER/FIRE PROTECTION CONTRACTOR SHALL HYDRAULICALLYCALCULATE ALL SPRINKLER SYSTEMS SHOWN ON THE DRAWING ANDSHALL SIZE PIPING ACCORDINGLY.24.23.AAFFAVAWCCOCPCPVCDBPDCDADETDFDIADNDPCODWESPESSETREWEWCFDFDCFOFFOGFORFOSFOVFPFPCFSFSFTGGPHGPMHHBHPHWHHWRININVIWLAVLPGLSMAXMINMSSMVN2NCNICNONTSOCOPCPCPPDPSPSIPVCPWRDRPDARPMRPZSASANSESFSHRSINKSPSTTDTSTUBTYP.UPURVVACVTRWWCWHWPCO- AIR- ABOVE FINISHED FLOOR- ACID VENT- ACID WASTE- COLD WATER- CLEANOUT- CONDENSATE PUMP- CHLORINATED POLYVINYL CHLORIDE- DOMESTIC BOOSTER PUMP- DOUBLE CHECK DETECTROR ASSEMBLY- DOMESTIC EXPANSION TANK- DRINKING FOUNTAIN- DIAMETER- DOWN- DECK PLATE CLEANOUT- DEIONIZED WATER- ELEVATOR SUMP PUMP- EMERGENCY SHOWER SYSTEM- EXISTING TO REMAIN- EYEWASH- ELECTRIC WATER COOLER- FLOOR DRAIN- FIRE DEPARTMENT CONNECTION- FUEL OIL FILL- FUEL OIL GAUGE- FUEL OIL RETURN- FUEL OIL SUPPLY- FUEL OIL VENT- FIRE PROTECTION- FIRE PROTECTION CONTRACTOR- FLOOR SINK- FLOW SWITCH- FEET- GAS (NATURAL)- GALLONS PER HOUR- GALLONS PER MINUTE- HOT WATER- HOSE BIBB- HORSE POWER- HOT WATER HEATER- HOT WATER RECIRCULATION- INCHES- INVERT- INDIRECT WASTE- LAVATOR- LIQUEFIED PETROLEUM GAS- LAUNDRY SINK- MAXIMUM- MINIMUM- MOP SERVICE SINK- MIXING VALVE- NITROGEN- NORMALLY CLOSED- NOT IN CONTRACT- NORMALLY OPEN- NOT TO SCALE- OXYGEN- CLEANOUT- PLUMBING CONTRACTOR- PLUMBING CIRCULATION PUMP- PUMP DISCHARGE- PRESSURE SWITCH- POUNDS PER SQUARE INCH- POLYVINYL CHLORIDE- PURE WATER- ROOF DRAIN- REDUCED PRESSURE DETECTOR ASSEMBLY- REVOLUTIONS PER MINUTE- REDUCED PRESSURE ZON- SHOCK ABSORBER- SANITARY- SEWAGE EJECTOR- SQUARE FOOT- SHOWER- SINK- SUMP PUMP- STORM WATER- TRENCH DRAIN- TAMPER SWITCH- TUB- TYPICAL- UP- URINAL- VOLTS- VACUUM- VENT TRHOUGH ROOF- WASTE- WATER CLOSET- WALL HYDRANT- WALL PLATE CLEANOUTABBREVIATIONS:APPLICABLE CODES:THE NEW YORK STATE FIRE CODE.NFPA 13: STANDARD FOR THE INSTALLATION OF SPRINKLER SYSTEMS.NFPA 14: STANDARD FOR THE INSTALLATION OF STANDPIPE AND HOSE SYSTEMS.NFPA 20: STANDARD FOR THE INSTALLATION OF STATIONARY PUMPS FOR FIRE PROTECTION.NFPA 25: RECOMMENDED PRACTICE FOR THE INSPECTION, TESTING AND MAINTENANCE OFWATER-BASED FIRE PROTECTION SYSTEMS.SPRINKLER SYSTEM DESCRIPTION:THE FIRE PROTECTION SYSTEM SHALL BE A WET PIPE AUTOMATIC SPRINKLER SYSTEMARRANGED TO PROPERLY PROTECT ALL SPACES AS INDICATED.STANDPIPE SYSTEM DESCRIPTION:THE STANDPIPE SYSTEM SHALL BE A WET AUTOMATIC CLASS I STANDPIPE SYSTEM.CLASSIFICATION OF OCCUPANCIES:1. LIGHT HAZARD:WATER DENSITY:0.10 GPM/SQ. FT.HYDRAULIC REMOTE AREA: 1500 SQ. FT.COMBINED HOSE DEMAND: 100 GPMWATER DENSITY:0.15 GPM/SQ. FT.HYDRAULIC REMOTE AREA:1500 SQ. FT.COMBINED HOSE DEMAND:250 GPM2. ORDINARY GROUP I:SYSTEM PROTECTION AREA LIMITATIONS:LIGHT HAZARD: 52,000 SQ. FT.ORDINARY HAZARD: 52,000 SQ. FT.EXTRA HAZARD: 40,000 SQ. FT.HIGH PILE STORAGE: 40,000 SQ. FT.SYMBOLTSSYMBOL DESCRIPTIONSHUT OFF VALVE WITH TAMPER SWITCH (TS)FLOW SWITCH (FS)DESCRIPTIONFIRE PROTECTION SYMBOLS LISTREMOVE TO THIS POINTNEW TO EXISTING CONNECTIONEXISTING PIPINGPIPING TO BE REMOVEDDROP CONNECTIONELBOW UPDIRECTION OF FLOWCAP OR PLUGCHECK VALVEPRESSURE GAGEBACKFLOW PREVENTERDRY PIPE VALVEALARM CHECK VALVESIDEWALL SPRINKLER HEADPENDENT SPRINKLER HEADSEMI-RECESSED SPRINKLER HEADUPRIGHT SPRINKLER HEADCONCEALED SPRINKLER HEADIPSSSMOKE DETECTOR (PHOTOELECTRIC)SMOKE DETECTOR (IONIZATION)FIRE DEPARTMENT CONNECTION (FDC)PIPE CONTINUATION (SINGLE LINE)PIPE CONTINUATION (DOUBLE LINE)BREAKBUTTERFLY VALVEPUMPFIRE HYDRANT180 DEGREE SIDEWALL NOZZLE360 DEGREE PENDENT/UPRIGHT NOZZLEINTELLIGENT LOGIC CONTROL PANELGRAPHIC/REMOTE ANNUNICATOR/UNIT PANELHSBFACPRAPSMAMANUAL PULL STATION (NOVEC 1230 SYSTEM)ABORT SWITCH (NOVEC 1230 SYSTEM)HORN/STROBE UNIT (NOVEC 1230 SYSTEM)ELECTRIC MOTOR BELL (NOVEC 1230 SYSTEM)STROBE UNIT (NOVEC 1230 SYSTEM)ELBOW DOWNFSNOTE: NOT ALL SYMBOLS ARE NECESSARILY USED ON THIS PROJECTNEW PIPING608492WNSEWYORKOFETATSSOIANLEOFPRLICENSEDREENIGNEORGOJNALAOSEPHEXCELSIOR°°°°°°°°engineering, p.c.ECPhone: (585)641-7121Fax: (585) 362-4175www.ec4b.com15 Schoen PlaceSuite 300Pittsford, NY 14534REVISIONIt is a violation of New York Education Law Article 145 Sec.7209, for any person, unless acting under thedirection of a licensed professional engineer, architect, or land surveyor, to alter an item in any way. If anitem bearing the seal of an engineer, architect, or land surveyor is altered; the altering engineer, architect,or land surveyor shall affix to the item their seal and notation "altered by" followed by their signature anddate of such alteration, and a specific description of the alteration.NO.PROJECT/CLIENTPROJECT MANAGER:REVIEWED BY:DRAWN BY:ISSUED FORDATE:DRAWING TITLEPROJECT NUMBERSCALE:AS NOTEDDRAWING NUMBERDATENEWMAN DEVELOPMENT GROUPDBKPERMIT ISSUE (07/10/2017)07/10/2017ITHACA, NYFP1.0016162PERMIT07-10-2017LEGEND &ABBREVIATIONSRTBAJWCITY CENTRE TSTSFSTSTSTS TSTSTSTSFSTSFSTSFSTSFSTSFSTSFSTSFSTSFSTSTSROOFLEVEL 8LEVEL 7LEVEL 6LEVEL 5LEVEL 4LEVEL 3LEVEL 2LEVEL 1BASEMENTFLOOR SPRINKLERSUPPLY (TYP.)INSPECTORS TESTASSEMBLY (TYP.)TRASH CHUTERISERLEVEL B1 - SPRINKLERSYSTEM SUPPLY6" FIRE SERVICE1000 GPMFIRE PUMP (75 HP)6" DDCA6"6"6"6"6"6"6"6"6"ROOFLEVEL 8LEVEL 7LEVEL 6LEVEL 5LEVEL 4LEVEL 3LEVEL 2LEVEL 1BASEMENTSTAIRWELL ROOFFIRE DEPARTMENTSIAMESE CONNECTIONFIRE HOSE VALVE (TYP.)608492WNSEWYORKOFETATSSOIANLEOFPRLICENSEDREENIGNEORGOJNALAOSEPHEXCELSIOR°°°°°°°°engineering, p.c.ECPhone: (585)641-7121Fax: (585) 362-4175www.ec4b.com15 Schoen PlaceSuite 300Pittsford, NY 14534REVISIONIt is a violation of New York Education Law Article 145 Sec.7209, for any person, unless acting under thedirection of a licensed professional engineer, architect, or land surveyor, to alter an item in any way. If anitem bearing the seal of an engineer, architect, or land surveyor is altered; the altering engineer, architect,or land surveyor shall affix to the item their seal and notation "altered by" followed by their signature anddate of such alteration, and a specific description of the alteration.NO.PROJECT/CLIENTPROJECT MANAGER:REVIEWED BY:DRAWN BY:ISSUED FORDATE:DRAWING TITLEPROJECT NUMBERSCALE:AS NOTEDDRAWING NUMBERDATENEWMAN DEVELOPMENT GROUPDBKPERMIT ISSUE (07/10/2017)07/10/2017ITHACA, NYFP1.0116162PERMIT07-10-2017FIRE PROTECTION RISERDETAILRTBAJWCITY CENTRE 1/8" = 1'-0"1FIRE PROTECTION RISER DETAILSEE DETAILS AND SPECIFICATIONS FOR ADDITIONAL REQUIREMENTSAND INFORMATION.GENERAL NOTES:A. FINISHED GRADEEXTERIOR BLDG. WALLCAULK AROUNDWALL ESCUTCHEONFIRE DEPARTMENTCONNECTION GRAPHICSIGNFDC APPROX. 3'-0"ABOVE FINISHEDGRADE3/4" BALL DRIP VALVE W/3/4"COPPER DRAIN TO EXTERIOR ORFLOOR DRAINCAULK SEALANTFIRE PROTECTIONFEED MAINANCHORPIPE TOWALLCHECK VALVETSMTSTS TSTS FTSTSJTSTSTSTSTSDOUBLE DETECTORCHECK ASSEMBLYFROMSTREETOS&Y GATE VALVEWITH TAMPER SWITCH (TYP.)CHECKVALVE (TYP.)JOCKEYPUMPFIREPUMPTO SYSTEMFIRE DEPARTMENTCONNECTIONTEST HEADERFLOWMETERAUTOMATICAIR RELEASEOUTLET TO TESTFIRE PUMP ANDSUCTION SUPPLY PIPING2 1/2" HOSEVALVE WITH CAPAND CHAIN (TYP.OF 3)8" FLANGE4-OUTLET HOSE VALVEHEADER WITH 8" INLETEXTERIOR BUILDING WALLSLEEVE ANDCAULK6" SUPPLY FROMPUMP ROOMNOTE:SLEEVE AND FIRE CAULK ALL FLOOR PENETRATIONS4" CONTROL VALVE WITHTAMPER SWITCH. PROVIDEPRESSURE REDUCING VALVEWHERE PRESSURE EXCEEDS175 PSI2 1/2" HOSE VALVE AT 4'-0" AFF.PROVIDE PRESSURE RESTRICTINGHOSE VALVE ON ALL FLOORS WHERESTATIC SYSTEM PRESSURE EXCEEDS100 PSISTANDPIPE AND DRAINRISERS SHALL BEEXTENDED UPWARD FOREACH STORY ANDSECURELY CAPPED AT THETOPRUN 2 1/2" SPRINKLER SYSTEM DRAINDOWN THROUGH ALL FLOORS BELOW TOGROUND FLOOR. RUN DRAIN TO BUILDING'SEXTERIOR AND TERMINATE 24" ABOVEGRADE WITH 45° GALVANIZED ELBOWTURNED DOWN1" UNION WITHRESTRICTING ORIFICE2 1/2" DRAIN RISERAUX. DRAIN VALVEINSPECTOR'S TEST VALVEFLOW SWITCHPRESSURE GAUGE4" FP TO SPRINKLERSYSTEM AS SHOWN ONFLOOR PLANS6" COMBINED(SPRINKLER ANDSTANDPIPE) RISERCHECK VALVE608492WNSEWYORKOFETATSSOIANLEOFPRLICENSEDREENIGNEORGOJNALAOSEPHEXCELSIOR°°°°°°°°engineering, p.c.ECPhone: (585)641-7121Fax: (585) 362-4175www.ec4b.com15 Schoen PlaceSuite 300Pittsford, NY 14534REVISIONIt is a violation of New York Education Law Article 145 Sec.7209, for any person, unless acting under thedirection of a licensed professional engineer, architect, or land surveyor, to alter an item in any way. If anitem bearing the seal of an engineer, architect, or land surveyor is altered; the altering engineer, architect,or land surveyor shall affix to the item their seal and notation "altered by" followed by their signature anddate of such alteration, and a specific description of the alteration.NO.PROJECT/CLIENTPROJECT MANAGER:REVIEWED BY:DRAWN BY:ISSUED FORDATE:DRAWING TITLEPROJECT NUMBERSCALE:AS NOTEDDRAWING NUMBERDATENEWMAN DEVELOPMENT GROUPDBKPERMIT ISSUE (07/10/2017)07/10/2017ITHACA, NYFP1.0216162PERMIT07-10-2017DETAILSRTBAJWCITY CENTRE1FIRE DEPARTMENT CONNECTION2FIRE PUMP SCHEMATIC3PUMP TEST HEADER4STANDPIPE (COMBINED SYSTEM) FEC14A23B5678910EFGA.1B.1C.1D.1E.11.12.15.1K.15.6G.1F.1H.1J.121LEVEL B1 SPRINKLERSYSTEM SUPPLYTS43745TSTSTSTS3672983TS608492WNSEWYORKOFETATSSOIANLEOFPRLICENSEDREENIGNEORGOJNALAOSEPHEXCELSIOR°°°°°°°°engineering, p.c.ECPhone: (585)641-7121Fax: (585) 362-4175www.ec4b.com15 Schoen PlaceSuite 300Pittsford, NY 14534REVISIONIt is a violation of New York Education Law Article 145 Sec.7209, for any person, unless acting under thedirection of a licensed professional engineer, architect, or land surveyor, to alter an item in any way. If anitem bearing the seal of an engineer, architect, or land surveyor is altered; the altering engineer, architect,or land surveyor shall affix to the item their seal and notation "altered by" followed by their signature anddate of such alteration, and a specific description of the alteration.NO.PROJECT/CLIENTPROJECT MANAGER:REVIEWED BY:DRAWN BY:ISSUED FORDATE:DRAWING TITLEPROJECT NUMBERSCALE:AS NOTEDDRAWING NUMBERDATENEWMAN DEVELOPMENT GROUPDBKPERMIT ISSUE (07/10/2017)07/10/2017ITHACA, NYFP4.0016162PERMIT07-10-2017FLOOR PLAN - LEVEL B1RTBAJWCITY CENTRE 1/8" = 1'-0"1FIRE PROTECTION PLAN - LEVEL B1PROVIDE FIRE PUMP AND JOCKEY PUMP, ASSOCIATED PIPING ANDCONTROLLERS, AS SPECIFIED, DETAILED, PER ALL APPLICABLE CODES.DRAWING NOTES:1UP TO FIRE DEPARTMENT SIAMESE CONNECTION.2UP TO STANDPIPE/HOSE VALVES SUPPLY. SEE DETAIL AND RISERDIAGRAM FOR ADDITIONAL REQUIREMENTS.3DOWN TO HOSE VALVE STATION. SEE DETAIL AND RISER DIAGRAM FORADDITIONAL REQUIREMENTS.4UP TO STANDPIPE/SPRINKLER SYSTEM SUPPLY. SEE DETAIL AND RISERDIAGRAM FOR ADDITIONAL REQUIREMENTS.5TRASH CHUTE SPRINKLER RISER SUPPLY. SEE RISER DIAGRAM FORADDITIONAL REQUIREMENTS. COORDINATE WITH EQUIPMENT SUPPLIER.6PROVIDE SPRINKLER COVERAGE BELOW BOTTOM LANDING, AND FLIGHTOF STAIRS IF ACCESSIBLE.7PROVIDE SIDEWALL HEADS WITHIN ELEVATOR PIT. COORDINATELOCATIONS WITH ELEVATOR SUPPLIER AND GENERAL CONTRACTOR.8PROVIDE FIRE PROTECTION WATER SERVICE AS DETAILED ANDSPECIFIED. COORDINATE WITH SITE CONTRACTOR. MAKE CONNECTION TOSITE PIPING.9N FECFECFD14A23B5678910EFG1.12.15.1K.15.6F.1H.1J.13245671989867111111131214ST608492WNSEWYORKOFETATSSOIANLEOFPRLICENSEDREENIGNEORGOJNALAOSEPHEXCELSIOR°°°°°°°°engineering, p.c.ECPhone: (585)641-7121Fax: (585) 362-4175www.ec4b.com15 Schoen PlaceSuite 300Pittsford, NY 14534REVISIONIt is a violation of New York Education Law Article 145 Sec.7209, for any person, unless acting under thedirection of a licensed professional engineer, architect, or land surveyor, to alter an item in any way. If anitem bearing the seal of an engineer, architect, or land surveyor is altered; the altering engineer, architect,or land surveyor shall affix to the item their seal and notation "altered by" followed by their signature anddate of such alteration, and a specific description of the alteration.NO.PROJECT/CLIENTPROJECT MANAGER:REVIEWED BY:DRAWN BY:ISSUED FORDATE:DRAWING TITLEPROJECT NUMBERSCALE:AS NOTEDDRAWING NUMBERDATENEWMAN DEVELOPMENT GROUPDBKPERMIT ISSUE (07/10/2017)07/10/2017ITHACA, NYFP4.0116162PERMIT07-10-2017FLOOR PLAN - LEVEL 01RTBAJWCITY CENTRE 1/8" = 1'-0"1FIRE PROTECTION PLAN - LEVEL 01PROVIDE DRY PENDENT SPRINKLERS FROM WET PIPE SYSTEM FORAREA OVER RETAIL LOADING PORTAL.DRAWING NOTES:1SPRINKLER SUPPLY STANDPIPE UP AND DOWN.2PROVIDE FLOOR CONTROL ASSEMBLY AND INSPECTORS TESTASSEMBLY. SEE DETAIL AND SPECIFICATIONS FOR ADDITIONALREQUIREMENTS.3LEVEL 01 SPRINKLER SYSTEM SUPPLY.4PROVIDE SUPPLY RISER FOR EACH TRASH CHUTE. COORDINATE WITHCHUTE SUPPLIER FOR EXACT REQUIREMENTS. CONNECT O HEADSFURNISHED BY CHUTE SUPPLIER.5PROVIDE HOSE VALVE ON INTERMEDIATE LANDINGS. SEE DETAIL ANDSPECIFICATIONS FOR ADDITIONAL REQUIREMENTS.6HOSE VALVE SUPPLY STANDPIPE UP AND DOWN.7FIRE DEPARTMENT SIAMESE CONNECTION SUPPLY FROM BELOW.8FIRE DEPARTMENT SIAMESE CONNECTION. COORDINATE WITH FIREMARSHALL FOR EXACT REQUIREMENTS.9PROVIDE DRY SIDEWALL HEADS TO PROTECT ENTRANCE.10PROVIDE DRY SIDEWALL HEADS TO PROTECT ENTRANCE TO CANOPY.11FIRE HOSE SUPPLY STAND PIPE FROM BELOW.12FIRE HOSE SUPPLY STANDPIPE TO THE FLOOR ABOVE.13PROVIDE FIRE RATED RECESSED FIRE HOSE VALVE AND CABINET.14N FECFEC30"STAND.TUB30"STAND.TUB30"STAND.TUB30"STAND.TUB30"STAND.TUB30"STAND.TUB1A6810G1.1K.121374554698608492WNSEWYORKOFETATSSOIANLEOFPRLICENSEDREENIGNEORGOJNALAOSEPHEXCELSIOR°°°°°°°°engineering, p.c.ECPhone: (585)641-7121Fax: (585) 362-4175www.ec4b.com15 Schoen PlaceSuite 300Pittsford, NY 14534REVISIONIt is a violation of New York Education Law Article 145 Sec.7209, for any person, unless acting under thedirection of a licensed professional engineer, architect, or land surveyor, to alter an item in any way. If anitem bearing the seal of an engineer, architect, or land surveyor is altered; the altering engineer, architect,or land surveyor shall affix to the item their seal and notation "altered by" followed by their signature anddate of such alteration, and a specific description of the alteration.NO.PROJECT/CLIENTPROJECT MANAGER:REVIEWED BY:DRAWN BY:ISSUED FORDATE:DRAWING TITLEPROJECT NUMBERSCALE:AS NOTEDDRAWING NUMBERDATENEWMAN DEVELOPMENT GROUPDBKPERMIT ISSUE (07/10/2017)07/10/2017ITHACA, NYFP4.0216162PERMIT07-10-2017FLOOR PLAN - LEVEL 02RTBAJWCITY CENTRE 1/8" = 1'-0"1FIRE PROTECTION PLAN - LEVEL 02SPRINKLER SUPPLY STANDPIPE UP AND DOWN.DRAWING NOTES:1PROVIDE FLOOR CONTROL ASSEMBLY AND INSPECTORS TESTASSEMBLY. SEE DETAIL ON SPECIFICATIONS FOR ADDITIONALREQUIREMENTS.2LEVEL 02 SPRINKLER SYSTEM SUPPLY.3HOSE VALVE SUPPLY STANDPIPE UP AND DOWN.4PROVIDE HOSE VALVE ON INTERMEDIATE LANDINGS. SEE DETAIL ANDSPECIFICATIONS FOR ADDITIONAL REQUIREMENTS.5PROVIDE DRY SIDEWALL SPRINKLER TO PROTEST BALCONY.6PROVIDE SPRINKLER SUPPLY RISER FOR EACH TRASH CHUTE. SEEDETAIL AND COORDINATE WITH EQUIPMENT SUPPLIER FORADDITIONAL REQUIREMENTS.7HOSE VALVE SUPPLY STANDPIPE UP AND DOWN.8PROVIDE FIRE RATED RECESSED FIRE HOSE VALVE AND CABINET.9N FEC30"STAND.TUB30"STAND.TUB30"STAND.TUB30"STAND.TUB30"STAND.TUB30"STAND.TUB1A6810G1.1K.174521365498608492WNSEWYORKOFETATSSOIANLEOFPRLICENSEDREENIGNEORGOJNALAOSEPHEXCELSIOR°°°°°°°°engineering, p.c.ECPhone: (585)641-7121Fax: (585) 362-4175www.ec4b.com15 Schoen PlaceSuite 300Pittsford, NY 14534REVISIONIt is a violation of New York Education Law Article 145 Sec.7209, for any person, unless acting under thedirection of a licensed professional engineer, architect, or land surveyor, to alter an item in any way. If anitem bearing the seal of an engineer, architect, or land surveyor is altered; the altering engineer, architect,or land surveyor shall affix to the item their seal and notation "altered by" followed by their signature anddate of such alteration, and a specific description of the alteration.NO.PROJECT/CLIENTPROJECT MANAGER:REVIEWED BY:DRAWN BY:ISSUED FORDATE:DRAWING TITLEPROJECT NUMBERSCALE:AS NOTEDDRAWING NUMBERDATENEWMAN DEVELOPMENT GROUPDBKPERMIT ISSUE (07/10/2017)07/10/2017ITHACA, NYFP4.0316162PERMIT07-10-2017FLOOR PLAN - LEVEL 03RTBAJWCITY CENTRE 1/8" = 1'-0"1FIRE PROTECTION PLAN - LEVEL 03SPRINKLER SUPPLY STANDPIPE UP AND DOWN.DRAWING NOTES:1PROVIDE FLOOR CONTROL ASSEMBLY AND INSPECTORS TESTASSEMBLY. SEE DETAIL ON SPECIFICATIONS FOR ADDITIONALREQUIREMENTS.2LEVEL 02 SPRINKLER SYSTEM SUPPLY.3HOSE VALVE SUPPLY STANDPIPE UP AND DOWN.4PROVIDE HOSE VALVE ON INTERMEDIATE LANDINGS. SEE DETAIL ANDSPECIFICATIONS FOR ADDITIONAL REQUIREMENTS.5PROVIDE DRY SIDEWALL SPRINKLER TO PROTEST BALCONY.6PROVIDE SPRINKLER SUPPLY RISER FOR EACH TRASH CHUTE. SEEDETAIL AND COORDINATE WITH EQUIPMENT SUPPLIER FORADDITIONAL REQUIREMENTS.7HOSE VALVE SUPPLY STANDPIPE UP AND DOWN.8PROVIDE FIRE RATED RECESSED FIRE HOSE VALVE AND CABINET.9N FECFEC30"STAND.TUB30"STAND.TUB30"STAND.TUB30"STAND.TUB30"STAND.TUB30"STAND.TUB1A6810G1.1K.154621374598608492WNSEWYORKOFETATSSOIANLEOFPRLICENSEDREENIGNEORGOJNALAOSEPHEXCELSIOR°°°°°°°°engineering, p.c.ECPhone: (585)641-7121Fax: (585) 362-4175www.ec4b.com15 Schoen PlaceSuite 300Pittsford, NY 14534REVISIONIt is a violation of New York Education Law Article 145 Sec.7209, for any person, unless acting under thedirection of a licensed professional engineer, architect, or land surveyor, to alter an item in any way. If anitem bearing the seal of an engineer, architect, or land surveyor is altered; the altering engineer, architect,or land surveyor shall affix to the item their seal and notation "altered by" followed by their signature anddate of such alteration, and a specific description of the alteration.NO.PROJECT/CLIENTPROJECT MANAGER:REVIEWED BY:DRAWN BY:ISSUED FORDATE:DRAWING TITLEPROJECT NUMBERSCALE:AS NOTEDDRAWING NUMBERDATENEWMAN DEVELOPMENT GROUPDBKPERMIT ISSUE (07/10/2017)07/10/2017ITHACA, NYFP4.0416162PERMIT07-10-2017FLOOR PLAN - LEVEL 04RTBAJWCITY CENTRE 1/8" = 1'-0"1FIRE PROTECTION PLAN - LEVEL 04SPRINKLER SUPPLY STANDPIPE UP AND DOWN.DRAWING NOTES:1PROVIDE FLOOR CONTROL ASSEMBLY AND INSPECTORS TESTASSEMBLY. SEE DETAIL ON SPECIFICATIONS FOR ADDITIONALREQUIREMENTS.2LEVEL 02 SPRINKLER SYSTEM SUPPLY.3HOSE VALVE SUPPLY STANDPIPE UP AND DOWN.4PROVIDE HOSE VALVE ON INTERMEDIATE LANDINGS. SEE DETAIL ANDSPECIFICATIONS FOR ADDITIONAL REQUIREMENTS.5PROVIDE DRY SIDEWALL SPRINKLER TO PROTEST BALCONY.6PROVIDE SPRINKLER SUPPLY RISER FOR EACH TRASH CHUTE. SEEDETAIL AND COORDINATE WITH EQUIPMENT SUPPLIER FORADDITIONAL REQUIREMENTS.7HOSE VALVE SUPPLY STANDPIPE UP AND DOWN.8PROVIDE FIRE RATED RECESSED FIRE HOSE VALVE AND CABINET.9N FECFEC30"STAND.TUB30"STAND.TUB30"STAND.TUB30"STAND.TUB30"STAND.TUB30"STAND.TUB1A6810G1.1K.154621374598608492WNSEWYORKOFETATSSOIANLEOFPRLICENSEDREENIGNEORGOJNALAOSEPHEXCELSIOR°°°°°°°°engineering, p.c.ECPhone: (585)641-7121Fax: (585) 362-4175www.ec4b.com15 Schoen PlaceSuite 300Pittsford, NY 14534REVISIONIt is a violation of New York Education Law Article 145 Sec.7209, for any person, unless acting under thedirection of a licensed professional engineer, architect, or land surveyor, to alter an item in any way. If anitem bearing the seal of an engineer, architect, or land surveyor is altered; the altering engineer, architect,or land surveyor shall affix to the item their seal and notation "altered by" followed by their signature anddate of such alteration, and a specific description of the alteration.NO.PROJECT/CLIENTPROJECT MANAGER:REVIEWED BY:DRAWN BY:ISSUED FORDATE:DRAWING TITLEPROJECT NUMBERSCALE:AS NOTEDDRAWING NUMBERDATENEWMAN DEVELOPMENT GROUPDBKPERMIT ISSUE (07/10/2017)07/10/2017ITHACA, NYFP4.0516162PERMIT07-10-2017FLOOR PLAN - LEVEL 05RTBAJWCITY CENTRE 1/8" = 1'-0"1FIRE PROTECTION PLAN - LEVEL 05SPRINKLER SUPPLY STANDPIPE UP AND DOWN.DRAWING NOTES:1PROVIDE FLOOR CONTROL ASSEMBLY AND INSPECTORS TESTASSEMBLY. SEE DETAIL ON SPECIFICATIONS FOR ADDITIONALREQUIREMENTS.2LEVEL 02 SPRINKLER SYSTEM SUPPLY.3HOSE VALVE SUPPLY STANDPIPE UP AND DOWN.4PROVIDE HOSE VALVE ON INTERMEDIATE LANDINGS. SEE DETAIL ANDSPECIFICATIONS FOR ADDITIONAL REQUIREMENTS.5PROVIDE DRY SIDEWALL SPRINKLER TO PROTEST BALCONY.6PROVIDE SPRINKLER SUPPLY RISER FOR EACH TRASH CHUTE. SEEDETAIL AND COORDINATE WITH EQUIPMENT SUPPLIER FORADDITIONAL REQUIREMENTS.7HOSE VALVE SUPPLY STANDPIPE UP AND DOWN.8PROVIDE FIRE RATED RECESSED FIRE HOSE VALVE AND CABINET.9N FECFEC30"STAND.TUB30"STAND.TUB30"STAND.TUB30"STAND.TUB30"STAND.TUB30"STAND.TUB1A6810G1.1K.154621374598608492WNSEWYORKOFETATSSOIANLEOFPRLICENSEDREENIGNEORGOJNALAOSEPHEXCELSIOR°°°°°°°°engineering, p.c.ECPhone: (585)641-7121Fax: (585) 362-4175www.ec4b.com15 Schoen PlaceSuite 300Pittsford, NY 14534REVISIONIt is a violation of New York Education Law Article 145 Sec.7209, for any person, unless acting under thedirection of a licensed professional engineer, architect, or land surveyor, to alter an item in any way. If anitem bearing the seal of an engineer, architect, or land surveyor is altered; the altering engineer, architect,or land surveyor shall affix to the item their seal and notation "altered by" followed by their signature anddate of such alteration, and a specific description of the alteration.NO.PROJECT/CLIENTPROJECT MANAGER:REVIEWED BY:DRAWN BY:ISSUED FORDATE:DRAWING TITLEPROJECT NUMBERSCALE:AS NOTEDDRAWING NUMBERDATENEWMAN DEVELOPMENT GROUPDBKPERMIT ISSUE (07/10/2017)07/10/2017ITHACA, NYFP4.0616162PERMIT07-10-2017FLOOR PLAN - LEVEL 06RTBAJWCITY CENTRE 1/8" = 1'-0"1FIRE PROTECTION PLAN - LEVEL 06SPRINKLER SUPPLY STANDPIPE UP AND DOWN.DRAWING NOTES:1PROVIDE FLOOR CONTROL ASSEMBLY AND INSPECTORS TESTASSEMBLY. SEE DETAIL ON SPECIFICATIONS FOR ADDITIONALREQUIREMENTS.2LEVEL 02 SPRINKLER SYSTEM SUPPLY.3HOSE VALVE SUPPLY STANDPIPE UP AND DOWN.4PROVIDE HOSE VALVE ON INTERMEDIATE LANDINGS. SEE DETAIL ANDSPECIFICATIONS FOR ADDITIONAL REQUIREMENTS.5PROVIDE DRY SIDEWALL SPRINKLER TO PROTEST BALCONY.6PROVIDE SPRINKLER SUPPLY RISER FOR EACH TRASH CHUTE. SEEDETAIL AND COORDINATE WITH EQUIPMENT SUPPLIER FORADDITIONAL REQUIREMENTS.7HOSE VALVE SUPPLY STANDPIPE UP AND DOWN.8PROVIDE FIRE RATED RECESSED FIRE HOSE VALVE AND CABINET.9N FECFEC30"STAND.TUB30"STAND.TUB30"STAND.TUB30"STAND.TUB30"STAND.TUB1A6810G1.1K.154745213698608492WNSEWYORKOFETATSSOIANLEOFPRLICENSEDREENIGNEORGOJNALAOSEPHEXCELSIOR°°°°°°°°engineering, p.c.ECPhone: (585)641-7121Fax: (585) 362-4175www.ec4b.com15 Schoen PlaceSuite 300Pittsford, NY 14534REVISIONIt is a violation of New York Education Law Article 145 Sec.7209, for any person, unless acting under thedirection of a licensed professional engineer, architect, or land surveyor, to alter an item in any way. If anitem bearing the seal of an engineer, architect, or land surveyor is altered; the altering engineer, architect,or land surveyor shall affix to the item their seal and notation "altered by" followed by their signature anddate of such alteration, and a specific description of the alteration.NO.PROJECT/CLIENTPROJECT MANAGER:REVIEWED BY:DRAWN BY:ISSUED FORDATE:DRAWING TITLEPROJECT NUMBERSCALE:AS NOTEDDRAWING NUMBERDATENEWMAN DEVELOPMENT GROUPDBKPERMIT ISSUE (07/10/2017)07/10/2017ITHACA, NYFP4.0716162PERMIT07-10-2017FLOOR PLAN - LEVEL 07RTBAJWCITY CENTRE 1/8" = 1'-0"1FIRE PROTECTION PLAN - LEVEL 07SPRINKLER SUPPLY STANDPIPE UP AND DOWN.DRAWING NOTES:1PROVIDE FLOOR CONTROL ASSEMBLY AND INSPECTORS TESTASSEMBLY. SEE DETAIL ON SPECIFICATIONS FOR ADDITIONALREQUIREMENTS.2LEVEL 02 SPRINKLER SYSTEM SUPPLY.3HOSE VALVE SUPPLY STANDPIPE UP AND DOWN.4PROVIDE HOSE VALVE ON INTERMEDIATE LANDINGS. SEE DETAIL ANDSPECIFICATIONS FOR ADDITIONAL REQUIREMENTS.5PROVIDE DRY SIDEWALL SPRINKLER TO PROTEST BALCONY.6PROVIDE SPRINKLER SUPPLY RISER FOR EACH TRASH CHUTE. SEEDETAIL AND COORDINATE WITH EQUIPMENT SUPPLIER FORADDITIONAL REQUIREMENTS.7HOSE VALVE SUPPLY STANDPIPE UP AND DOWN.8PROVIDE FIRE RATED RECESSED FIRE HOSE VALVE AND CABINET.9N FECFEC30"STAND.TUB30"STAND.TUB30"STAND.TUB30"STAND.TUB1A6810GA.1C.1D.1E.11.1K.15474521321608492WNSEWYORKOFETATSSOIANLEOFPRLICENSEDREENIGNEORGOJNALAOSEPHEXCELSIOR°°°°°°°°engineering, p.c.ECPhone: (585)641-7121Fax: (585) 362-4175www.ec4b.com15 Schoen PlaceSuite 300Pittsford, NY 14534REVISIONIt is a violation of New York Education Law Article 145 Sec.7209, for any person, unless acting under thedirection of a licensed professional engineer, architect, or land surveyor, to alter an item in any way. If anitem bearing the seal of an engineer, architect, or land surveyor is altered; the altering engineer, architect,or land surveyor shall affix to the item their seal and notation "altered by" followed by their signature anddate of such alteration, and a specific description of the alteration.NO.PROJECT/CLIENTPROJECT MANAGER:REVIEWED BY:DRAWN BY:ISSUED FORDATE:DRAWING TITLEPROJECT NUMBERSCALE:AS NOTEDDRAWING NUMBERDATENEWMAN DEVELOPMENT GROUPDBKPERMIT ISSUE (07/10/2017)07/10/2017ITHACA, NYFP4.0816162PERMIT07-10-2017FLOOR PLAN - LEVEL 08RTBAJWCITY CENTRE 1/8" = 1'-0"1FIRE PROTECTION PLAN - LEVEL 08HOSE VALVE SUPPLY STANDPIPE UP AND DOWN.DRAWING NOTES:1PROVIDE FIRE RATED RECESSED FIRE HOSE VALVE AND CABINET.2N AAFFAVAWCCOCPCPVCDBPDCDADETDFDIADNDPCODWESPESSETREWEWCFDFDCFOFFOGFORFOSFOVFPFPCFSFSFTGGPHGPMHHBHPHWHHWRININVIWLAVLPGLSMAXMINMSSMVN2NCNICNONTSOCOPCPCPPDPSPSIPVCPWRDRPDARPMRPZSASANSESFSHRSINKSPSTTDTSTUBTYP.UPURVVACVTRWWCWHWPCO- AIR- ABOVE FINISHED FLOOR- ACID VENT- ACID WASTE- COLD WATER- CLEANOUT- CONDENSATE PUMP- CHLORINATED POLYVINYL CHLORIDE- DOMESTIC BOOSTER PUMP- DOUBLE CHECK DETECTOR ASSEMBLY- DOMESTIC EXPANSION TANK- DRINKING FOUNTAIN- DIAMETER- DOWN- DECK PLATE CLEANOUT- DEIONIZED WATER- ELEVATOR SUMP PUMP- EMERGENCY SHOWER SYSTEM- EXISTING TO REMAIN- EYEWASH- ELECTRIC WATER COOLER- FLOOR DRAIN- FIRE DEPARTMENT CONNECTION- FUEL OIL FILL- FUEL OIL GAUGE- FUEL OIL RETURN- FUEL OIL SUPPLY- FUEL OIL VENT- FIRE PROTECTION- FIRE PROTECTION CONTRACTOR- FLOOR SINK- FLOW SWITCH- FEET- GAS (NATURAL)- GALLONS PER HOUR- GALLONS PER MINUTE- HOT WATER- HOSE BIBB- HORSE POWER- HOT WATER HEATER- HOT WATER RECIRCULATION- INCHES- INVERT- INDIRECT WASTE- LAVATORY- LIQUEFIED PETROLEUM GAS- LAUNDRY SINK- MAXIMUM- MINIMUM- MOP SERVICE SINK- MIXING VALVE- NITROGEN- NORMALLY CLOSED- NOT IN CONTRACT- NORMALLY OPEN- NOT TO SCALE- OXYGEN- CLEANOUT- PLUMBING CONTRACTOR- PLUMBING CIRCULATION PUMP- PUMP DISCHARGE- PRESSURE SWITCH- POUNDS PER SQUARE INCH- POLYVINYL CHLORIDE- PURE WATER- ROOF DRAIN- REDUCED PRESSURE DETECTOR ASSEMBLY- REVOLUTIONS PER MINUTE- REDUCED PRESSURE ZONE- SHOCK ABSORBER- SANITARY- SEWAGE EJECTOR- SQUARE FOOT- SHOWER- SINK- SUMP PUMP- STORM WATER- TRENCH DRAIN- TAMPER SWITCH- TUB- TYPICAL- UP- URINAL- VOLTS- VACUUM- VENT THROUGH ROOF- WASTE- WATER CLOSET- WALL HYDRANT- WALL PLATE CLEANOUTABBREVIATIONS:PIPE SIZE DISCREPANCIES BETWEEN FLOOR PLANS AND RISERDIAGRAMS LARGER PIPE SIZE INDICATED WILL TAKE PRECEDENCE.9.THE CONTRACTOR SHALL COORDINATE THE LOCATION OF ALL CEILINGACCESS PANELS WITH THE ARCHITECTURAL REFLECTED CEILING PLANAND ELECTRICAL LIGHTING PLAN.PROVIDE HOSE BIBB (HB) UNDER LAVATORY IN ALL TOILET ROOMSWITH FLOOR DRAINS.FIELD VERIFY ALL UNDERGROUND VALVES AND PIPING AS REQUIRED FORWORK SHOWN.COORDINATE ALL VENT TERMINATIONS ABOVE ROOF WITH HVACCONTRACTOR. ALL VENT TERMINATIONS ABOVE ROOF SHALL BE A MINIMUM10'-0" (COMMERCIAL) AND 25'-0" (HEALTHCARE) AWAY FROM ANY HVACOUTSIDE AIR INTAKE (ROOFTOP UNIT, LOUVER, ETC). OR AT LEAST 3 FEETABOVE WINDOW, DOOR, OPENING, AIR INTAKE OR VENT SHAFT.REMOVE AND REPLACE EXISTING CEILINGS AS REQUIRED FOR WORKSHOWN. REPLACE ALL DAMAGED CEILINGS; PROVIDE NEW CEILINGS.FIELD VERIFY CEILING TYPES AND EXTENT OF THIS WORK PRIOR TO BIDDATE AND INCLUDE IT IN THE BID.DEMOLITION SHALL INCLUDE REMOVAL OF PIPING, HANGERS, RODS,INSULATION, SUPPORTS, FIXTURES, CARRIERS, TRIM, VALVES ANDRELATED WORK. DEMOLITION SHALL INCLUDE LEGAL DISPOSAL OF ALLITEMS REMOVED.PROVIDE SCHEDULE 40 BLACK STEEL PIPE SLEEVES FOR ALLUNDERGROUND PIPING PASSING THROUGH OR UNDER FOOTINGS, WALLS,FOUNDATION WALLS, SLABS FLOORS AND/OR UNDERGROUND STRUCTURES.REFER TO THE PROJECT SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS.CONNECT TO SITE PIPING OUTSIDE BUILDING AS SHOWN. PROVIDE ALLREQUIRED OFFSETS, FITTINGS AND CONNECTIONS. FIELD VERIFY EXACTLOCATION, DEPTH AND COMPOSITION OF SITE SERVICES ANDCOORDINATE ALL WORK WITH SITE CONTRACTOR.EXACT LOCATIONS AND MOUNTING HEIGHTS OF PLUMBING FIXTURESSHALL BE OBTAINED FROM THE ARCHITECTURAL DRAWINGS.SEE ARCHITECTURAL DRAWINGS FOR HANDICAP FIXTURE LOCATIONS ANDMOUNTING HEIGHTS. INSULATE ALL EXPOSED HOT WATER AND DRAINPIPING BELOW HANDICAP LAVATORIES AND SINKS WITH INSULATINGWRAP AND OFFSET P-TRAP AGAINST WALL. ALL FLUSH VALVES FORHANDICAP SHALL BE LOCATED ON HANDICAP WHEELCHAIR ACCESSSIDE OF STALL.ALL VALVES, TRAP PRIMERS, WATER HAMMER ARRESTORS OR OTHEREQUIPMENT SHOWN IN WALLS OR ABOVE NON-ACCESSIBLE CEILINGSSHALL BE INSTALLED BEHIND AN ACCESS PANEL. COORDINATELOCATION AND SIZE WITH ARCHITECT.ALL CLEANOUTS SHALL BE INSTALLED WHERE READILY ACCESSIBLE. THECONTRACTOR SHALL COORDINATE ALL CLEANOUT LOCATIONS OFEQUIPMENT, CABINETS, ETC., WITH THE ARCHITECT PRIOR TO ANYINSTALLATION.19.18.17.36.34.35.33.BEFORE FABRICATION OR INSTALLATION, THE CONTRACTOR SHALL VERIFYEXACT LOCATIONS OF ALL MECHANICAL EQUIPMENT AND EQUIPMENTPROVIDED UNDER ANOTHER SECTION OF SPECIFICATIONS. EXACT ROUGH-INLOCATIONS AND REQUIREMENTS SHALL BE COORDINATED IN FIELD.COORDINATE ALL LOCATIONS, SIZES AND ELEVATIONS OF ALL SLEEVESTHROUGH WALLS, BEAMS, SLABS AND FOOTING WITH STRUCTURAL ANDARCHITECTURAL DRAWINGS. ALL PIPES SLEEVING THROUGH BEAM SHALLHAVE A SLEEVE DIAMETER OF TWO PIPE SIZES OVER THE PIPE PASSINGTHROUGH THE FOOTING OR PER STRUCTURAL DRAWING. THE MOSTSTRINGENT SHALL PREVAIL.IF REQUIRED, PROVIDE SHUT DOWNS AND TIE-INS ON OFF-HOURS TOAVOID DISRUPTION OF BUILDING SYSTEMS. COORDINATE ALL SHUT DOWNREQUIREMENTS PRIOR TO SUBMITTING BID (INCLUDE ALL WORKREQUIRED DURING OFF HOURS IN BID).ALL EXTERIOR GAS COCKS, WATER SHUTOFF VALVES AND/OR SEWERCLEAN OUTS BELOW GROUND SHALL BE INSTALLED IN YARD BOXESWITH THE COVERS CONSPICUOUSLY MARKED "GAS", "WATER", AND"SEWER" RESPECTIVELY.ALL FLOOR AND WALL PENETRATIONS MUST BE SEALED WATERTIGHT ANDVERMIN PROOF.PIPING SUPPORTS. ALL PIPING TO BE SUPPORTED WITH HANGERS ANDBRACKETS WHICH PROVIDE ISOLATION FROM FRAMING. CONTACTBETWEEN PIPE AND SUPPORT TO BE LINED WITH PLASTIC OR FELT.16.15.13.14.12.11.10.32.31.30.OFFSETS IN PIPING AROUND OBSTRUCTIONS SHALL BE PROVIDED AT NOADDITIONAL COST TO THE OWNER.DRAINS SHALL BE INSTALLED AT THE LOW POINT OF THE FLOORS,UNLESS OTHERWISE NOTED.INSTALL PIPING SO THAT ALL VALVES, STRAINERS, UNIONS, TRAPS,FLANGES AND OTHER APPURTENANCES REQUIRING ACCESS AREACCESSIBLE.CONTRACTOR SHALL PROVIDE ALL VALVES AND BACKFLOW PREVENTIONDEVICES AS REQUIRED BY STATE AND LOCAL CODES.61.INSTALL PIPING WITHOUT FORCING OR STRINGING.60.59.58.57.ALL VALVES, UNIONS, ETC. TO BE SAME SIZE AS PIPE UNLESSOTHERWISE INDICATED ON DRAWINGS.NO GAS PIPING SHALL BE INSTALLED IN OR ON THE GROUND UNDERANY BUILDING OR STRUCTURE AND ALL EXPOSED GAS PIPING SHALL BEKEPT AT LEAST 6" ABOVE GRADE.PROVIDE SHUT-OFF VALVES (BALL VALVE) FOR EACH C, H, HWR ANDGAS RISER TO UNITS AND BRANCH TO PUBLIC AREAS OR FIXTURES.THESE PLANS INDICATE APPROXIMATE ROUGH-INS ONLY FOR EQUIPMENTNOT IN THIS SECTION (N.T.I.S.) EXACT ROUGH-IN DIMENSIONS MUST BEOBTAINED FROM THE EQUIPMENT MANUFACTURER.CONCEALED TRAP PRIMER VALVES SHALL BE PROVIDED WITH ACCESSPANELS AND SHALL BE COORDINATED WITH ARCHITECT PRIOR TOINSTALLATION.THE PLUMBING CONTRACTOR SHALL COORDINATE ALL REQUIREMENTSFOR ALL POINTS OF CONNECTION WITH THE GENERAL CONTRACTOR ANDOTHER TRADES PRIOR TO BID.UNIONS SHALL BE PROVIDED AND INSTALLED AFTER EACH SCREW-TYPEVALVE AND PRIOR TO EQUIPMENT CONNECTIONS.54.56.55.53.52.51.50.PLUMBING CONTRACTOR SHALL COORDINATE COMPLETE PLUMBINGINSTALLATION AND REQUIREMENTS PRIOR TO SUBMITTING BID WITH ALLLOCAL DISTRICTS AND GOVERNING AUTHORITIES. INCLUDE ALL FINDINGSWITHIN THE BASE BID.PLUMBING CONTRACTOR SHALL BE RESPONSIBLE FOR ALL ROOF WORKTHAT IS REQUIRED AS PART OF THIS CONTRACT. ALL ROOF WORKSHALL BE PERFORMED SUCH THAT ALL EXISTING ROOF WARRANTEESARE MAINTAINED.ALL DRY SYSTEM PIPING SHALL BE INSTALLED WITH PROPER PITCH FORDRAINING OF SYSTEM.DO NOT SHUT DOWN ANY FIRE PROTECTION OR RELATED SYSTEMWITHOUT BUILDING OWNER'S PRIOR WRITTEN APPROVAL. FOLLOW ALLOWNER REQUIREMENTS AND SHUT DOWN PROCEDURES AS WELL AS ALLREQUIREMENTS OF THIS PROJECT'S CONTRACT DOCUMENTS (PLANS ANDSPECIFICATIONS).PLUMBING CONTRACTOR SHALL VISIT THE JOB SITE PRIOR TOSUBMITTING BID. HE SHALL FAMILIARIZE HIMSELF WITH ALL EXISTINGCONDITIONS AND FUTURE WORK TO BE DONE. HE SHALL INCLUDE ALL HISSITE INFORMATION AND CONDITIONS WITHIN HIS BASE BID. HE SHALL BERESPONSIBLE FOR COMPLETE AND FULLY FUNCTIONING PLUMBINGSYSTEMS.FIELD VERIFY EXACT LOCATION, COMPOSITION AND CONDITION OF ALLPIPING, VALVES AND SYSTEMS AS REQUIRED FOR WORK OF THE CONTRACT.PROVIDE ALL REQUIRED EXCAVATION, BACKFILL AND COMPACTION FORALL UNDERGROUND WORK.REFER TO ARCHITECTURAL DRAWINGS AND THE PROJECTSPECIFICATIONS FOR PROJECT PHASING REQUIREMENTS.PROVIDE CUTTING, CORING AND PATCHING OF ALL WALLS, SLABS ANDDECKS AS REQUIRED FOR WORK SHOWN. COORDINATE ALL WORK WITHOWNER AND GENERAL CONTRACTOR.PROVIDE ALL WORK IN COMPLIANCE WITH ALL LOCAL, STATE ANDFEDERAL CODES. OBTAIN ALL REQUIRED PERMITS. COORDINATE ALLWORK WITH LOCAL FIRE MARSHAL.NOTIFY THE ENGINEER OF CONSTRUCTION RESTRAINTS WHICH MAKEVARIATIONS FROM THE PLANS NECESSARY.COMPLETE ALL WORK INCLUDING THE VARIATIONS WITHOUT CHARGINGEXTRAS TO THE BID CONTRACT. COMPLETION OF WORK MEANS THEJOB IS WORKING AND MEETS ALL CITY, COUNTY AND UNIFORMMECHANICAL, PLUMBING AND BUILDING CODE REQUIREMENTS.THE CONTRACTOR SHALL MAKE ALL ARRANGEMENTS WITH UTILITY COMPANIESFOR SERVICE AND CONNECTION AND SHALL MAKE APPLICATION FOR SERVICEAND PERMITS IN THE NAME OF THE OWNER AND SHALL PAY ALL FEES ANDCHARGES INCLUDING THE COST OF VAULTS AND METERS. CONTRACTOR SHALLMAKE VARIATIONS PER UTILITY COMPANY'S REQUIREMENTS WITHOUTCHARGING EXTRA TO THE BID CONTRACT.THE PLUMBING CONTRACTOR SHALL PROVIDE THE WATER, SEWER ANDSTORM DRAIN SYSTEMS TO A POINT OF CONNECTION 5'-0" OUTSIDE OFTHE BUILDING AND SHALL MEET THE INVERT ELEVATION SHOWN ON THECIVIL DRAWINGS. PIPING BEYOND THIS POINT IS SPECIFIED UNDERANOTHER SECTION OF THE SPECIFICATION AND SHALL BE AS SHOWNON THE CIVIL DRAWINGS.THESE DRAWINGS ARE FOR BIDDING PURPOSES ONLY. THEY AREESSENTIALLY DIAGRAMMATIC TO THE EXTENT THAT MANY OFFSETS, BONDS,UNIONS, SPECIFIC FITTINGS AND EXACT LOCATIONS ARE NOT INDICATED.ALL PLUMBING WORK SHALL BE INSTALLED SO AS TO AVOIDINTERFERENCE WITH ELECTRICAL EQUIPMENT, MECHANICAL EQUIPMENTAND STRUCTURAL FRAMING, SKYLIGHT, ETC.THESE DRAWINGS DO NOT INCLUDE ALL NECESSARY SAFETYREQUIREMENTS. CONTRACTOR TO COMPLY TO THE SAFETY REQUIREMENTSSET FORTH BY THE LOCAL AUTHORITIES HAVING JURISDICTION.8.7.6.5.4.b.27.29.28.26.25.24.THE DRAWINGS WERE PREPARED WITH THE BEST STRUCTURAL ANDARCHITECTURAL INFORMATION AVAILABLE. IT IS UNDERSTOOD THATEQUIPMENT LOCATIONS AND ROUTING OF PIPING MAY VARY FROM THATSHOWN ON THE PLANS AS CONSTRUCTION PROCEEDS. IT IS THECONTRACTORS RESPONSIBILITY TO:BEFORE COMMENCEMENT OF WORK, THE CONTRACTOR SHALL VERIFYTHE EXACT LOCATIONS, ELEVATIONS AND CHARACTERISTICS OF ALLUTILITIES AND PIPING, AND SHALL IMMEDIATELY NOTIFY THE ARCHITECTOF ANY DISCREPANCIES.THE PLUMBING SYSTEM DESIGN, INSTALLATION AND MATERIALS SHALLCONFORM TO THE PLUMBING CODE AND AUTHORITIES HAVINGJURISDICTION. IN CASE OF CONFLICTS WITH CODES, DRAWINGS, ORSPECIFICATIONS, THE MOST STRINGENT SHALL PREVAIL.a.3.2.1.PLUMBING GENERAL NOTES:23.22.21.20.SUBMITTALS AND SHOP DRAWINGS: AS SOON AS POSSIBLE AND WITHIN21 DAYS AFTER AWARD OF THE CONTRACT, AND BEFORE THEIRPURCHASE, THE CONTRACTOR SHALL SUBMIT TO THE ARCHITECT 6BOUND BOOKLETS FOR APPROVAL AND CONTAINING A COMPLETE LISTOF MATERIALS, SPECIALTIES AND EQUIPMENT HE IS TO FURNISH FORTHE INSTALLATION. ALL SUBMITTALS SHALL BE MADE AT ONE TIME. NODEVIATION OF PLUMBING FIXTURES WILL BE ACCEPTED. BASED ONAPPROVAL OF ALTERNATE PRIOR TO BID.COORDINATE LOCATIONS OF ALL ROOF OPENINGS WITH STRUCTURAL,MECHANICAL, AND ARCHITECTURAL PLANS PRIOR TO ANY INSTALLATION.COORDINATE PLUMBING SYSTEMS WITH WORK OF ALL OTHER TRADESPRIOR TO ANY FABRICATION OR INSTALLATION.PLATFORMS, CURBS, AND FLUSHINGS FOR PLUMBING EQUIPMENT SHALLBE AS INDICATED ON THE STRUCTURAL AND ARCHITECTURAL PLANS,UNLESS NOTED OTHERWISE, COORDINATE EXACT SIZES OF REQUIREDOPENINGS AND SUPPORTS FOR FURNISHED EQUIPMENT.MAINTENANCE LABEL SHALL BE AFFIXED TO ALL PLUMBING EQUIPMENT AND AMAINTENANCE MANUAL SHALL BE PROVIDED TO OWNER'S REPRESENTATIVE.COORDINATE WITH ELECTRICAL TRADE PRIOR TO ORDERING ELECTRICALLYOPERATED EQUIPMENT FOR AVAILABLE VOLTAGES AT EQUIPMENT LOCATIONS.ALL HOSE BIBBS, WALL HYDRANTS AND MOP SERVICE BASINS SHALLBE EQUIPPED WITH APPROVED, PROPERLY INSTALLED ATMOSPHERICTYPE VACUUM BREAKERS.PIPES SHALL BE SUPPORTED AND BRACED PER SMACNA "GUIDELINESFOR SEISMIC RESTRAINTS OF MECHANICAL SYSTEMS AND PLUMBINGPIPING SYSTEMS."ALL EQUIPMENT SHALL BE INSTALLED IN STRICT ACCORDANCE WITH THEEQUIPMENT MANUFACTURER'S RECOMMENDATIONS AND APPLICABLECODES, PROVIDE ALL FITTINGS, VALVES, AND OTHER DEVICES REQUIREDFOR A COMPLETE WORKABLE INSTALLATION.49.48.47.46.45.44.43.42.41.WATER OR WASTE PIPE BELOW GRADE OUTSIDE THE BUILDING SHALLHAVE MINIMUM COVER AS RECOMMENDED BY LOCAL AUTHORITIES.WHERE PIPING IS LOCATED OVER FOOTINGS AND/OR OTHERUNDERGROUND STRUCTURES, ROLL DOWN AS REQUIRED TO CONNECT TOSYSTEMS NOTED. PROVIDE ALL REQUIRED OFFSETS, FITTINGS ANDCONNECTIONS.PITCH ALL SANITARY, WASTE AND STORM PIPING AS FOLLOWS: PIPING 3"AND SMALLER, PITCH AT 2 PERCENT (1/4" PER FOOT) MINIMUM, PIPING4" AND LARGER, PITCH AT 1 PERCENT (1/8" PER FOOT) MINIMUM.40.39.38.37.PROVIDE RPZ TYPE BACKFLOW PREVENTER AND ISOLATION VALVES ONALL MAKE-UP WATER LINES EQUAL TO WATTS LF909 (SAME SIZE AS LINE).COORDINATE WITH MECHANICAL DRAWINGS. PROVIDE CAP DOWNSTREAMOF RPZ FOR HVAC CONTRACTOR. MOUNT DEVICE AS HIGH ASPOSSIBLE. PROVIDE 1 1/2" DRAIN FROM RPZ'S RELIEF VALVE ANDTERMINATE AT NEAREST FLOOR DRAIN.62.PROVIDE CLEAN-OUTS AT THE BASE OF ALL STORM, SANITARY, ANDWASTE STACKS.63.MINIMUM SIZE OF SANITARY/WASTE PIPING BELOW SLAB SHALL BE 3".64.THIS PROJECT NEITHER OVERLOADS EXISTING SYSTEMS NORCREATES/INCREASES ANY CODE NONCONFORMITY.65.PROVIDE FLOOR DRAIN TRAP SEALER ON ALL FLOOR DRAINS ASSPECIFIED.66.EXISTING CONDITIONS ARE TAKEN FROM FIELD OBSERVATIONS AND PRIORCONSTRUCTION DOCUMENTS WHEN AVAILABLE. THE LOCATIONS SHOWN MUSTBE CONSIDERED APPROXIMATE. OTHER SUCH WORK MAY EXIST, HOWEVER,LOCATION AND SIZE ARE NOT PRESENTLY KNOWN. VISIT SITE PRIOR TO BIDAND REVIEW EXISTING CONDITIONS AND DETERMINE SCOPE OF WORK.WHEN EXISTING CONSTRUCTION IS DAMAGED DURING WORK BY THISCONTRACTOR, REPAIR AND/OR REPLACE WITH SIMILAR OR LIKEMATERIALS AS MUCH AS POSSIBLE, SUBJECT TO ARCHITECTS APPROVAL.DISPOSE OF ALL DEMOLITION AND/OR OTHER WASTE MATERIALS CAUSEDBY WORK OF THIS CONTRACTOR. LEGALLY DISPOSE ALL MATERIALS TO ALOCATION OFF SITE.COORDINATE AND SCHEDULE WORK AND SHUTDOWNS WITH THE OWNERAND OTHER TRADES PRIOR TO DEMOLITIONALL EXISTING PIPING TO REMAIN SHALL BE RECONNECTED TO ACTIVESERVICE PIPING.ALL PIPING TO BE REMOVED SHALL BE REMOVED BACK TO ACTIVEPIPING AND CAPPED. VALVE AND CAP ALL WATER PIPING REMOVE ALLINACTIVE PIPING UNLESS NOTED.ALL PIPING TO BE REMOVED AND LOCATED WITHIN A WALL TO REMAINMAY BE ABANDONED IN PLACE UNLESS NOTED. REMOVE PIPING BACKTO BEHIND THE FINISHED WALL SURFACE AND CAP. ALL SANITARYPIPING TO BE REMOVED SHALL BE REMOVED TO BELOW FLOOR ANDPLUGGED.PLUG HOLES IN EXISTING CONSTRUCTION LEFT BY THE REMOVAL OFPIPING OR EQUIPMENT. MAINTAIN FIRE/SMOKE RATING.DEMOLITION SHALL INCLUDE, BUT NOT BE LIMITED TO: PIPING, VALVES,FIXTURES, EQUIPMENT, HANGERS, SUPPORTS, LEGAL DISPOSAL OFMATERIAL, AND ALL INSULATION EXCEPT ASBESTOS.ALL PIPING TO BE REMOVED IN PENETRATION FLOOR SLAB SHALL BEREMOVED TO BELOW FLOOR AND CAPPED.NO SANITARY/STORM PIPING SHALL BE ABANDONED UNDERGROUND AS TOCREATE A 'DEAD END'. PIPING IS TO BE REMOVED BACK TO ACTIVEMAIN AND CAPPED.67.68.69.70.71.72.73.74.75.76.77.BUILDING HAS BEEN NOTED TO CONTAIN ASBESTOS, PLUMBINGCONTRACTOR DOING WORK SHALL HAVE PROPER TRAINING ANDCERTIFICATION TO WORK IN THESE AREAS. CONTRACTOR SHALL PROVIDEAPPROVED BAGGING, AIR TESTING AND MONITORING, AND TENTING OFFSPACES AS REQUIRED TO COMPLETE WORK.78.PLUMBING CONTRACTOR TO SCOPE AND CLEAN OUT EXISTINGSANITARY/WASTE LATERAL. PROVIDE A WRITTEN REPORT AND VIDEO OF ALLFINDINGS TO OWNER.79.PLUMBING SYSTEMS AND ALL COMPONENTS THAT ARE DESIGNED AND/ORINTENDED TO DELIVER POTABLE WATER FOR HUMAN CONSUMPTION SHALLBE THIRD-PARTY TESTED AND CERTIFIED FOR NOT EXCEEDING THEMAXIMUM ALLOWABLE LEAD CONTENT PER THE NSF/ANSI 372 STANDARD.80.WHHBSYMBOLSYMBOLACID WASTE (AW)ACID VENT PIPING (AV)NATURAL GAS PIPING (G)INDIRECT WASTE (IW)SANITARY/WASTE (W)VENT PIPING (V)DESCRIPTIONSHOCK ABSORBER (SA)FUEL OIL GAUGE (FOG)FUEL OIL FILL (FOF)FUEL OIL VENT (FOV)FUEL OIL RETURN (FOR)FUEL OIL SUCTION (FOS)VACUUM (VAC)NITROGEN (N2)OXYGEN (O2)PURE WATER (PW)DEIONIZED WATER (DW)FIRE PROTECTION MAIN (FP)COMPRESSED AIR (A)WALL HYDRANT (WH)HOSE BIBB (HB)THERMOMETERDECK PLATE CLEANOUT (DPCO)DESCRIPTIONPLUMBING SYMBOLS LISTREMOVE TO THIS POINTNEW TO EXISTING CONNECTIONEXISTING PIPINGPIPING TO BE REMOVEDHOT WATER RECIRCULATION PIPING (HWR)HOT WATER PIPING (H)COLD WATER PIPING (C)STORM PIPING (ST)P-TRAPDROP CONNECTIONELBOW UPDIRECTION OF FLOWUNIONCAP OR PLUGCHECK VALVESHUT OFF GATE VALVEPRESS. OR TEMP. RELIEF VALVEBALANCE VALVEPRESSURE GAGESTRAINERBACKFLOW PREVENTERFLOOR DRAIN (FD)SOLENOID VALVEREGULATING VALVEPIPE CONTINUATION (SINGLE LINE)PIPE CONTINUATION (DOUBLE LINE)BREAKBUTTERFLY VALVEMETERMROOF DRAIN (RD)PUMPPRESSURE REDUCING VALVENITROUS OXIDE (N2O)WASTE ANESTHESIA GAS DISPOSAL (WAGD)FLOOR SINK (FS)WALL PLATE CLEANOUT (WPCO)ELBOW DOWNREDUCERNOTE: NOT ALL SYMBOLS ARE NECESSARILY USED ON THIS PROJECTLIQUEFIED PETROLEUM GAS PIPING (LPG)NEW PIPINGFDFSRDCSHUT OFF BALL VALVEHHWRVSTWIWGLPGAVAWAFPDWPWO2N2VACN2OWAGDFOSFORFOVFOFFOG608492WNSEWYORKOFETATSSOIANLEOFPRLICENSEDREENIGNEORGOJNALAOSEPHEXCELSIOR°°°°°°°°engineering, p.c.ECPhone: (585)641-7121Fax: (585) 362-4175www.ec4b.com15 Schoen PlaceSuite 300Pittsford, NY 14534REVISIONIt is a violation of New York Education Law Article 145 Sec.7209, for any person, unless acting under thedirection of a licensed professional engineer, architect, or land surveyor, to alter an item in any way. If anitem bearing the seal of an engineer, architect, or land surveyor is altered; the altering engineer, architect,or land surveyor shall affix to the item their seal and notation "altered by" followed by their signature anddate of such alteration, and a specific description of the alteration.NO.PROJECT/CLIENTPROJECT MANAGER:REVIEWED BY:DRAWN BY:ISSUED FORDATE:DRAWING TITLEPROJECT NUMBERSCALE:AS NOTEDDRAWING NUMBERDATENEWMAN DEVELOPMENT GROUPDBKPERMIT ISSUE (07/10/2017)07/10/2017ITHACA, NYP1.0016162PERMIT07-10-2017LEGEND & GENERALNOTESRTBAJWCITY CENTRE M1 3 5 4 7 9 12 14 18 20 21 23 24 26293034 32 40 41 43 48 53 52 61 603 1 5 4 7 9 11 12 13 14 18 20 21 23 24 26 30 29 34 32 37 36 41 43 46 49 48 53 52 55 57 61 60401113373646495557ROOFEIGHTH FLOORSEVENTH FLOORSIXTH FLOORFIFTH FLOORFOURTH FLOORTHIRD FLOORSECOND FLOORFIRST FLOORBASEMENTEXTERIOR WALLOF BUILDING4" RPZ BFPBOOSTER PUMP SET4"4"1 1/2"1 1/2"1 1/2"1 1/2"1 1/2"1 1/2"1 1/2"1 1/2"1 1/2"1 1/2"1 1/2"1 1/2"1 1/2"1 1/2"1 1/2"1 1/2"1 1/2"1 1/2"1 1/2"1 1/2"1 1/2"1 1/2"1 1/2"1 1/2"1 1/2"1 1/2"1 1/2"1 1/2"1 1/2"1 1/2"1 1/2"1 1/2"1 1/2"1 1/2"1 1/2"1 1/2"1 1/2"1 1/2"1 1/2"1 1/2"1 1/2"1 1/2"1 1/2"1 1/2"1 1/2"1 1/2"1 1/2"1 1/2"1 1/2"1 1/2"1 1/2"1 1/2"1 1/2"1 1/2"1 1/2"1 1/2"1 1/2"1 1/2"1 1/2"1 1/2"1 1/2"1 1/2"1 1/2"1 1/2"1 1/2"1 1/2"1 1/2"1"1"1"1"1"1"1"1"1"1"1"1"1"1"1"1"1"1"1"1"1"1"1"1"1"1"1"1"1"1"1"1"1"1"1"1"1"1"1"1"1"1"1"1"1"1"1"1"1"1"1"1"1"1"1"1"1"1"1"1"1"1"1"1"1"1"1"3/4"3/4"3/4"3/4"3/4"3/4"3/4"3/4"3/4"3/4"3/4"3/4"3/4"3/4"3/4"3/4"3/4"3/4"3/4"3/4"3/4"3/4"3/4"3/4"3/4"3/4"3/4"3/4"3/4"3/4"3/4"3/4"3/4"3/4"3/4"3/4"3/4"3/4"3/4"3/4"3/4"3/4"3/4"3/4"3/4"3/4"3/4"3/4"3/4"3/4"3/4"3/4"3/4"3/4"3/4"3/4"3/4"3/4"3/4"3/4"3/4"3/4"3/4"3/4"3/4"3/4"3/4"2"2"1 1/2"4"2"4"4"4"4"3"2"1 1/2"2"2"2"2"2 1/2"2 1/2"2 1/2"3"2 1/2"HWRHWRHCHCHCHCHCHCHCHCHCHCHCHCHCHCHCHCHCHCHCHCHCHCHCHCHCHCHCHCHCHCHCHCHCHCCCHCHCHCHCHCHCHCHCHCHCHCHCHCHCHCHCHCHCHCHCHCHCHCHCHCHCHCHCHCHCHCHCHCHCHCHCHCHCHCHCHCHCHCHCHCHCC1 1/2"1"3/4"HCHCHWRHWR2"3"3"3"3"3"3"3"3"3"2 1/2"2 1/2"2 1/2"2 1/2"2"4"2"2"2"4"2"2"2 1/2"4"2 1/2"2 1/2"3"3"3"4"3"3"3"3"3"3"3"3"3"3"4"3"4"4"2"2 1/2"2 1/2"4"2 1/2" FOR FUTURETENANT2 1/2" FOR FUTURETENANT2 1/2" FOR FUTURETENANT2 1/2" FOR FUTURETENANT2 1/2" FOR FUTURETENANT1 1/2"SEE NOTE CSEE NOTE C608492WNSEWYORKOFETATSSOIANLEOFPRLICENSEDREENIGNEORGOJNALAOSEPHEXCELSIOR°°°°°°°°engineering, p.c.ECPhone: (585)641-7121Fax: (585) 362-4175www.ec4b.com15 Schoen PlaceSuite 300Pittsford, NY 14534REVISIONIt is a violation of New York Education Law Article 145 Sec.7209, for any person, unless acting under thedirection of a licensed professional engineer, architect, or land surveyor, to alter an item in any way. If anitem bearing the seal of an engineer, architect, or land surveyor is altered; the altering engineer, architect,or land surveyor shall affix to the item their seal and notation "altered by" followed by their signature anddate of such alteration, and a specific description of the alteration.NO.PROJECT/CLIENTPROJECT MANAGER:REVIEWED BY:DRAWN BY:ISSUED FORDATE:DRAWING TITLEPROJECT NUMBERSCALE:AS NOTEDDRAWING NUMBERDATENEWMAN DEVELOPMENT GROUPDBKPERMIT ISSUE (07/10/2017)07/10/2017ITHACA, NYP1.0116162PERMIT07-10-2017DOMESTIC RISER DETAILRTBAJWCITY CENTRE 1/8" = 1'-0"1DOMESTIC RISER DETAILPROVIDE A SHUT-OFF VALVE AT THE BASE OF EACH RISER.GENERAL NOTES:A.PROVIDE LOW-POINT DRAIN WITH A SHUT-OFF VALVE, THREADED HOSECONNECTION AND CAP, DOWNSTREAM OF EACH RISER SHUT-OFF VALVE.B.FOR ADDITIONAL INFORMATION AND REQUIREMENTS REGARDING WATERHEATER INSTALLATION SEE SPECIFICATION AND DETAILS.C.SET EACH BALANCE VALVE AT TOP OF RISERS AT 1.0 GPM.D.SEE P4.05 AND P4.09 FOR HOT WATER RETURN PIPING SIZES ANDCONFIGURATION.E. ROOFEIGHTH FLOORSEVENTH FLOORSIXTH FLOORFIFTH FLOORFOURTH FLOORTHIRD FLOORSECOND FLOORFIRST FLOORBASEMENTHOUSEGAS METEREXTERIOR WALLOF BUILDINGGBOILER (1500CFH)3"3"4"G4"4"GG4"4"3"G2 1/2"ROOFTOP MECHANICALUNIT (270 CFH)ROOFTOP MECHANICALUNIT (270 CFH)TENANT 2GAS METERTENANT 1GAS METER6"GG3"FOR FUTURE USECOOKTOP (47.1 CFH)FIREPLACE (170 CFH)GG3"FOR FUTURE USEGAS GRILL (100 CFH)3/4"2 1/2"FOR FUTURE USE (400 CFH)2 1/2"FOR FUTUREUSE (500 CFH)FOR FUTUREUSE (400 CFH)FOR FUTUREUSE (400 CFH)2 1/2"2"3"2"GGGGG3"6"2"3/4"1"608492WNSEWYORKOFETATSSOIANLEOFPRLICENSEDREENIGNEORGOJNALAOSEPHEXCELSIOR°°°°°°°°engineering, p.c.ECPhone: (585)641-7121Fax: (585) 362-4175www.ec4b.com15 Schoen PlaceSuite 300Pittsford, NY 14534REVISIONIt is a violation of New York Education Law Article 145 Sec.7209, for any person, unless acting under thedirection of a licensed professional engineer, architect, or land surveyor, to alter an item in any way. If anitem bearing the seal of an engineer, architect, or land surveyor is altered; the altering engineer, architect,or land surveyor shall affix to the item their seal and notation "altered by" followed by their signature anddate of such alteration, and a specific description of the alteration.NO.PROJECT/CLIENTPROJECT MANAGER:REVIEWED BY:DRAWN BY:ISSUED FORDATE:DRAWING TITLEPROJECT NUMBERSCALE:AS NOTEDDRAWING NUMBERDATENEWMAN DEVELOPMENT GROUPDBKPERMIT ISSUE (07/10/2017)07/10/2017ITHACA, NYP1.0216162PERMIT07-10-2017GAS RISER DETAILRTBAJWCITY CENTRE1GAS RISER DETAILGENERAL NOTES:A. FOR ADDITIONAL INFORMATION AND REQUIREMENTS SEE PLAN SHEETSAND DETAILS. COORDINATE WITH ELECTRIC CONTRACTOR FOR EXACT REQUIREMENTS.PAD SIZE TO BE 6" LARGER THAN "FOOTPRINT" OF HEATERS2.1.PROVIDE 24" DEEP HEAT TRAPS AS REQUIRED BY CODE.3.NOTES:FINISHED FLOORBOILER WATEROUT (BY OTHER)BOILER WATER IN(BY OTHER)THERMOMETER(TYP.)1 1/4" HOTWATER SUPPLYMIXING VALVEWITH INTEGRALCHECK STOPSMANUAL DRAIN(TYP. OF 2)1 1/4"3"INDIRECT WATER HEATER(TYP. OF 2)CHECK VALVE (TYP.)UNION (TYP.)SHUT-OFF VALVE (TYP.)THERMOMETER (TYP.)3" C SUPPLYEXPANSION TANK2" HWRAQUASTATSTRAINER WITHBLOWDOWN VALVEHOT WATERRECIRULATIONPUMPBALANCING VALVESET AT GPM3"PRESSURE ANDTEMPERATURE RELIEFVALVE. PIPE TOFLOOR DRAINCCHHHWRNOTES:PVC PIPING SHALL NOT BE USED WITHIN CEILING SPACES THAT ARE UTILIZED ASMECHANICAL SYSTEM RETURN AIR PLENUMS.3.REFER TO SPECIFICATIONS FOR PIPING AND INSULATION REQUIREMENTS.PLUMBING CONTRACTOR SHALL CONNECT CONDENSATE PIPING TO EACHHVAC UNIT AND PROVIDE HARD PIPED TRAP, FITTINGS AND UNION, AS WELLAS ALL CONDENSATE PIPING.2.1.SLOPE AT 1/4" PER FOOTCONDENSATE DRAIN NIPPLE- FIELD VERIFY SIZE ANDCOORDINATE EXACT LOCATIONWITH HVAC CONTRACTORCONDENSATE WASTE ROUTE ASSHOWN ON PLANSFLEXIBLE TUBING FURNISHED WITH HVAC UNIT.CLAMP ONE END TO UNIT NIPPLE, CLAMP THEOTHER END TO CONDENSATE WASTE PIPING. PROVIDECLAMPS.DRAIN PAN1" GREATER THAN HALF OFFAN TOTAL STATIC PRESSUREFAN STATICPRESSURE2" MIN.CONDENSATE DRAINS FOR TERMINAL HVAC UNITS SHALL BE PROVIDED BY THISCONTRACT (UNLESS OTHERWISE NOTED). CONDENSATE DRAINS FOR ALL ROOFMOUNTED EQUIPMENT AND EQUIPMENT PROVIDED IN MECHANICAL ROOMSSHALL BE PROVIDED BY THE MECHANICAL CONTRACTOR (UNLESS OTHERWISENOTED).4.REFER TO FLOOR PLANFOR CONTINUATIONWALL3/4"1 1/2"P-TRAPSINK/LAVREFER TO FOUNDATION PLANFOR CONTINUATIONWALLFINISHED FLOOR1 1/2"VWGAS SUPPLY. REFER TO FLOORPLAN FOR CONTINUATIONEMERGENCY GENERATOR (BY DIVISION 26)12" DIRTLEG W/CAP1.NOTES:6" CONC. PADPROVIDE VALVE,STRAINER, UNIONAND FLEXIBLE CONN.G2.ALL GAS PIPING ACCESSORIES SHALL BE UL LISTED, AGA RATED.SUPPORT GAS PIPING INDEPENDENT OF EMERGENCY GENERATOR.PAINT ALL EXPOSED EXTERIOR PIPING WITH ONE COAT ALKYD PRIMER ANDTWO COATS FINISH.FINISHEDPAVEMENTGPROVIDE REGULATOR AND ASSOCIATED GASVENT (SIZE FOR GAS EQUIPMENT LOAD ANDPRESSURE) IF REQUIREDGAS PIPING BRANCH, SIZE AS NOTED ON PLANS6" DIRT LEG WITH CAPROUTE TO BLDG. EXTERIOR AND TERMINATEWITH GAS VENT CAP (UPSCO)PROVIDE 1" VENT FROM REGULATORTO BLDG. EXTERIORGAS SHUT-OFF VALVEPROVIDE SEPARATE VENT FOR EACHREGULATOR; DO NOT COMBINE REGULATORVENTSFIELD VERIFY ANDCOORDINATE EXACTCONNECTION POINTGAS FIRE EQUIPMENT. FINAL GASCONNECTION TO EACH ITEM BYPLUMBING CONTRACTORUNIONFINISHED FLOORNOTES:PROVIDE THIS ARRANGEMENT FOR ALL GAS FIRED EQUIPMENT.OBTAIN ALL EQUIPMENT GAS LOAD AND PRESSUREREQUIREMENTS FROM HVAC & ELECTRICAL CONTRACTORSPRIOR TO PURCHASING REGULATOR.VCONNECT GAS TO UNIT, FIELDVERIFY CONNECTION SIZESEAL ALL PENETRATIONSTHROUGH THE ROOF.COORDINATE WITH THE G.C.COORDINATE ALL LOCATIONS OF CONNECTIONS TO EQUIPMENT WITH DIVISION 23CONTRACTOR. VERIFY ALL LOCATIONS BEFORE MAKING ROOF PENETRATIONS.SUPPORT GAS PIPING INDEPENDENT OF EQUIPMENT.1.2.GAS BRANCH TO EQUIPMENT.SIZE AS NOTED ON PLANSROOF MOUNTED EQUIPMENT6" DIRT LEG AND CAPLINE SIZE SHUT-OFFVALVE (TYPICAL)FINISHED ROOFPAINT ALL EXPOSED PIPING ABOVEROOF WITH ONE COAT ALKYDPRIMER AND TWO COATS FINISHUNION (TYPICAL)ROOFTOP HVAC EQUIPMENT BYDIVISION 23 (HVAC)NOTES:4" CONC. PADNOTE:P.C. SHALL WIRE LOW PRESSURE SUCTION SWITCH BACKTO PUMP CONTROL PANEL. SWITCH SHALL SHUT DOWNPUMPS IF INCOMING LINE PRESSURE FALLS BELOW 20 PSI4" GATE VALVE (TYP.)4" CHECK VALVE(RESILIENT SEAT)4" SUPPLYLOW PRESSURESUCTION SWITCHSET AT 20 PSIPRESSUREGAUGE (TYP.)ISOLATIONVALVE (TYP.)FLANGE (TYP.)CONTROLPANELALL WORK BY P.C.BALL VALVEUNIONDRAIN VALVEFINISHED FLOORDOMESTICBLADDER TANK(DBT-1)ALL WORK INSIDE BOXPROVIDED AS PART OFFACTORY PACKAGED UNIT4" DISCHARGEAQUASTAT2"4"PRVDBP-1PRV2"DBP-1LIFT CHECK VALVE1 1/2" IW3 3/8"COORDINATE HEIGHT OF PUMPDISCHARGE WITH ELEVATORCONTRACTOR AND FINISHED FLOORELEVATIONRECEPTACLEBY ELECTRICCONTRACTORTURN ONLEVEL 1"BELOW PITFLOORTURN OFFLEVELELEVATOR SUMPPUMP (ESP-1)UNIONC.O.CAST IRONPIPE SLEEVESEAL WATERTIGHT2" IW. REFER TO PLANSFOR CONTINUATIONPROVIDE LINK-SEAL2"x2"x1 1/2" WYEELEVATORPIT FLOORSHUT OFF VALVE(GATE VALVE)TIGHT TO PIT WALL1 1/2" IWFIRST PUMPTURN ON LEVELTURN OFF LEVELDUPLEX SEWAGEEJECTOR (SE-1)GUIDE RAIL (1 SET FOR EACHPUMP)LIFT CHAIN(1 PER PUMP)SECOND PUMP TURNON LEVEL/HIGH LEVELALARMINLETFINISHED FLOORPUMP CONTROL/ALARM PANELBALL VALVE (TYP.)UNION (TYP.)SILENT CHECK VALVE(TYP.)2" DISCHARGE PIPEALL PIPING TO BETYPE L COPPER3" VENT3" PD PIPING. SEE PLAN FORCONTINUATION. ROUTE ASHIGH AS POSSIBLEFROM SECOND PUMP2" VENTFLEXIBLE WASTE HOSE FROMWASHING MACHINEFLOOR SLAB2" WASTE WITH P-TRAP1/2" H&C DOM. SUPPLIESFLEXIBLE SUPPLIES TOWASHING MACHINE2"IW FROM MECH.EQUIPMENTWASTE STACKVENT STACK18" MINIMUMROOFEIGHTH FLOORSEVENTH FLOORSIXTH FLOORFIFTH FLOORFOURTH FLOORTHIRD FLOORSECOND FLOORFIRST FLOOR3"3"3" VTRWMSS-A3"MSS-A3"FD-A3"MSS-A3"FD-A3"3"3"ROOFEIGHTH FLOORSEVENTH FLOORSIXTH FLOORFIFTH FLOORFOURTH FLOORTHIRD FLOORSECOND FLOORHCFIRST FLOORW3/4"1/2"1/2" (TYP.)3"HHC3/4"1/2"HCW3"3"1/2" (TYP.)4" VTRSINK (TYP.)SINK (TYP.)608492WNSEWYORKOFETATSSOIANLEOFPRLICENSEDREENIGNEORGOJNALAOSEPHEXCELSIOR°°°°°°°°engineering, p.c.ECPhone: (585)641-7121Fax: (585) 362-4175www.ec4b.com15 Schoen PlaceSuite 300Pittsford, NY 14534REVISIONIt is a violation of New York Education Law Article 145 Sec.7209, for any person, unless acting under thedirection of a licensed professional engineer, architect, or land surveyor, to alter an item in any way. If anitem bearing the seal of an engineer, architect, or land surveyor is altered; the altering engineer, architect,or land surveyor shall affix to the item their seal and notation "altered by" followed by their signature anddate of such alteration, and a specific description of the alteration.NO.PROJECT/CLIENTPROJECT MANAGER:REVIEWED BY:DRAWN BY:ISSUED FORDATE:DRAWING TITLEPROJECT NUMBERSCALE:AS NOTEDDRAWING NUMBERDATENEWMAN DEVELOPMENT GROUPDBKPERMIT ISSUE (07/10/2017)07/10/2017ITHACA, NYP1.0316162PERMIT07-10-2017DETAILSRTBAJWCITY CENTRE1TWO INDIRECT WATER HEATERS - SCHEMATIC2CONDENSATE DRAIN CONNECTION DETAIL3INDIRECT CONNECTION TO LAV/SINK4EMERGENCY GENERATOR GAS CONNECTION DETAIL5GAS CONNECTION DETAIL6GAS EQUIP. CONN. DETAIL (HVAC EQUIP.)7BOOSTER PUMP8ELEVATOR SUMP PUMP9DUPLEX PACKAGE EJECTOR SYSTEM DETAIL10RECESSED LAUNDRY WASTE BOX DETAIL 1/8" = 1'-0"11WASTE/VENT STACK DETAIL 1/8" = 1'-0"12WATER DISPENSING SINK DETAIL W4765312IW123/4"3/4"9KS-A10WMF-A1/2"1/2"11SHR-A8WC-A1/2"9LAV-A1/2"1/2"CHCCH1/2"1/2"WWW6533"2 1/2"2"3"3"43"3"712IW3/4"3/4"3/4"3/4"1128WC-A9LAV-A11SHR-A10WMF-A9KS-ACCHCH1/2"3/4"1/2"1/2"3/4"3/4"1/2"1/2"1/2"1/2"WW2 1/2"2"3"3"3"3"6534712IWIW3/4"3/4"3/4"211CHCHCH1/2"1/2"3/4"3/4"1/2"1/2"1/2"1/2"1/2"3/4"3/4"11SHR-A9LAV-A8WC-A10WMF-A9KS-A608492WNSEWYORKOFETATSSOIANLEOFPRLICENSEDREENIGNEORGOJNALAOSEPHEXCELSIOR°°°°°°°°engineering, p.c.ECPhone: (585)641-7121Fax: (585) 362-4175www.ec4b.com15 Schoen PlaceSuite 300Pittsford, NY 14534REVISIONIt is a violation of New York Education Law Article 145 Sec.7209, for any person, unless acting under thedirection of a licensed professional engineer, architect, or land surveyor, to alter an item in any way. If anitem bearing the seal of an engineer, architect, or land surveyor is altered; the altering engineer, architect,or land surveyor shall affix to the item their seal and notation "altered by" followed by their signature anddate of such alteration, and a specific description of the alteration.NO.PROJECT/CLIENTPROJECT MANAGER:REVIEWED BY:DRAWN BY:ISSUED FORDATE:DRAWING TITLEPROJECT NUMBERSCALE:AS NOTEDDRAWING NUMBERDATENEWMAN DEVELOPMENT GROUPDBKPERMIT ISSUE (07/10/2017)07/10/2017ITHACA, NYP3.0016162PERMIT07-10-2017ENLARGED UNIT PLANSRTBAJWCITY CENTRE 1/4" = 1'-0"1UNIT A1 - SANITARY 1/4" = 1'-0"2UNIT A1 - DOMESTIC 1/4" = 1'-0"3UNIT A2 - SANITARY 1/4" = 1'-0"4UNIT A2 - DOMESTIC 1/4" = 1'-0"5UNIT A3 - SANITARY 1/4" = 1'-0"6UNIT A3 - DOMESTICPROVIDE 3/4" INDIRECT WASTE WITH P-TRAP TO SERVE MECHANICAL EQUIPMENT. SEEDETAIL FOR ADDITIONAL REQUIREMENTS. COORDINATE WITH MECHANICALCONTRACTOR.DRAWING NOTES:13/4" INDIRECT WASTE DOWN. TERMINATE WITH LAUNDRY WASTE/SUPPLY BOX. SEEDETAIL AND SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS.23" SANITARY UP TO WATER CLOSET.32" WASTE UP TO SINK.42" WASTE TO LAVATORY SERVES AS WET VENT FOR FIXTURE GROUP.52" WASTE (WITH TRAP) UP TO SHOWER.64" SANITARY/WASTE AND VENT STACKS UP AND DOWN FOR FIXTURE GROUP.7DROP 1/2" COLD TO WATER CLOSET.8DROP 1/2" HOT AND COLD TO SINK/LAVATORY. PROVIDE 1/2" HOT FROM SINKSUPPLY WITH A SHUT-OFF VALVE TO DISHWASHER. PROVIDE INDIRECTWASTE FROM DISHWASHER TO TAILPIECE AT SINK. PROVIDE TAILPIECE TOACCEPT INDIRECT WASTE.9DROP 1/2" HOT AND COLD TO WASHING MACHINE FITTING.10DROP 1/2" HOT AND COLD TO TUB/SHOWER.11GENERAL NOTES:A. PROVIDE AIR ADMITTANCE VALVE FOR KITCHEN SINKS. SEESPECIFICATIONS AND DETAIL FOR ADDITIONAL REQUIREMENTS.3" SANITARY AND VENT STACK UP AND DOWN FOR CLOTHES WASHINGMACHINES.12B. PROVIDE SHUT-OFF VALVES FOR BRANCHES FROM RISERS SERVINGFIXTURE GROUPS. PROVIDE ACCESS PANELS IN CEILING TO ACCESSVALVES. WW2"2"3"2"2"2"4653127IWIW1213/4"3/4"3/4"3/4"3/4"3/4"CHCHCH91/2"1/2"1/2"1/2"10WMF-AKS-A11SHR-A9LAV-A8WC-A3/4"3/4"1/2"1/2"3/4"3/4"1/2"1/2"4653WW3"3"2"2"3"712IWIW3/4"3/4"3/4"211CH1/2"1/2"9KS-A10WMF-A8WC-A11SHR-A9LAV-A1/2"1/2"1/2"1/2"3/4"WW2"2"2"3"3"3564712IWIW3/4"3/4"3/4"112HCHC1/2"1/2"3/4"1/2"1/2"1/2"3/4"3/4"3/4"HC1/2"1/2"10WMF-A11SHR-A8WC-A9LAV-A9KS-A608492WNSEWYORKOFETATSSOIANLEOFPRLICENSEDREENIGNEORGOJNALAOSEPHEXCELSIOR°°°°°°°°engineering, p.c.ECPhone: (585)641-7121Fax: (585) 362-4175www.ec4b.com15 Schoen PlaceSuite 300Pittsford, NY 14534REVISIONIt is a violation of New York Education Law Article 145 Sec.7209, for any person, unless acting under thedirection of a licensed professional engineer, architect, or land surveyor, to alter an item in any way. If anitem bearing the seal of an engineer, architect, or land surveyor is altered; the altering engineer, architect,or land surveyor shall affix to the item their seal and notation "altered by" followed by their signature anddate of such alteration, and a specific description of the alteration.NO.PROJECT/CLIENTPROJECT MANAGER:REVIEWED BY:DRAWN BY:ISSUED FORDATE:DRAWING TITLEPROJECT NUMBERSCALE:AS NOTEDDRAWING NUMBERDATENEWMAN DEVELOPMENT GROUPDBKPERMIT ISSUE (07/10/2017)07/10/2017ITHACA, NYP3.0116162PERMIT07-10-2017ENLARGED UNIT PLANSRTBAJWCITY CENTRE 1/4" = 1'-0"1UNIT A4 - SANITARY 1/4" = 1'-0"2UNIT A4 - DOMESTIC 1/4" = 1'-0"3UNIT A5 - SANITARY 1/4" = 1'-0"4UNIT A5 - DOMESTIC 1/4" = 1'-0"5UNIT A6 - SANITARY 1/4" = 1'-0"6UNIT A6 - DOMESTICGENERAL NOTES:A. PROVIDE AIR ADMITTANCE VALVE FOR KITCHEN SINKS. SEESPECIFICATIONS AND DETAIL FOR ADDITIONAL REQUIREMENTS.PROVIDE 3/4" INDIRECT WASTE WITH P-TRAP TO SERVE MECHANICAL EQUIPMENT. SEEDETAIL FOR ADDITIONAL REQUIREMENTS. COORDINATE WITH MECHANICALCONTRACTOR.DRAWING NOTES:13/4" INDIRECT WASTE DOWN. TERMINATE WITH LAUNDRY WASTE/SUPPLY BOX. SEEDETAIL AND SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS.23" SANITARY UP TO WATER CLOSET.32" WASTE UP TO SINK.42" WASTE TO LAVATORY SERVES AS WET VENT FOR FIXTURE GROUP.52" WASTE (WITH TRAP) UP TO SHOWER.64" SANITARY/WASTE AND VENT STACKS UP AND DOWN FOR FIXTURE GROUP.7DROP 1/2" COLD TO WATER CLOSET.8DROP 1/2" HOT AND COLD TO SINK/LAVATORY. PROVIDE 1/2" HOT FROM SINKSUPPLY WITH A SHUT-OFF VALVE TO DISHWASHER. PROVIDE INDIRECT WASTEFROM DISHWASHER TO TAILPIECE AT SINK. PROVIDE TAILPIECE TO ACCEPTINDIRECT WASTE.9DROP 1/2" HOT AND COLD TO WASHING MACHINE FITTING.10DROP 1/2" HOT AND COLD TO TUB/SHOWER.113" SANITARY AND VENT STACK UP AND DOWN FOR CLOTHES WASHINGMACHINES.12 30"STAND.TUB30"STAND.TUB30"STAND.TUB30"STAND.TUB30"STAND.TUB30"STAND.TUB30"STAND.TUB30"STAND.TUB30"STAND.TUB30"STAND.TUB30"STAND.TUBW53WW546367127IW IWIW 1113/4"3/4"3/4"3/4"3/4"3/4"3/4"2HCHC1/2"1/2"3/4"3/4"1/2"1/2"9811C H 1/2"1/2"1/2"CH1/2"1/2"8WC-A9LAV-A11TUB-A10WMF-ASHR-AKS-AWC-A9LAV-A3/4"36453675W7 WIWIWIW 21113/4"3/4"3/4"3/4"3/4"1/2"1/2"1/2"3/4"11TUB-A8WC-A9LAV-A10WMF-AHC1/2"1/2"1/2"1/2"3/4"3/4"3/4"3/4"H C 9KS-A9LAV-A8WC-A1/2"1/2"11SHR-AWW2 1/2"2 1/2"2"2 1/2"736W2"4WW2"2 1/2"2 1/2"6533"751211IWIWIW3/4"3/4"3/4"3/4"3/4"3/4"3/4"CH1/2"1/2"1/2"1/2"3/4"3/4"10WMF-A9LAV-A11SHR-A9KS-AHC3/4"3/4"HC1/2"1/2"3/4"3/4"9LAV-A11TUB-A8WC-A8WC-A1/2"1/2"608492WNSEWYORKOFETATSSOIANLEOFPRLICENSEDREENIGNEORGOJNALAOSEPHEXCELSIOR°°°°°°°°engineering, p.c.ECPhone: (585)641-7121Fax: (585) 362-4175www.ec4b.com15 Schoen PlaceSuite 300Pittsford, NY 14534REVISIONIt is a violation of New York Education Law Article 145 Sec.7209, for any person, unless acting under thedirection of a licensed professional engineer, architect, or land surveyor, to alter an item in any way. If anitem bearing the seal of an engineer, architect, or land surveyor is altered; the altering engineer, architect,or land surveyor shall affix to the item their seal and notation "altered by" followed by their signature anddate of such alteration, and a specific description of the alteration.NO.PROJECT/CLIENTPROJECT MANAGER:REVIEWED BY:DRAWN BY:ISSUED FORDATE:DRAWING TITLEPROJECT NUMBERSCALE:AS NOTEDDRAWING NUMBERDATENEWMAN DEVELOPMENT GROUPDBKPERMIT ISSUE (07/10/2017)07/10/2017ITHACA, NYP3.0216162PERMIT07-10-2017ENLARGED UNIT PLANSRTBAJWCITY CENTRE 1/4" = 1'-0"1UNIT B1 - SANITARY 1/4" = 1'-0"2UNIT B1 - DOMESTIC 1/4" = 1'-0"3UNIT B2 - SANITARY 1/4" = 1'-0"4UNIT B2 - DOMESTIC 1/4" = 1'-0"5UNIT B3 - SANITARY 1/4" = 1'-0"6UNIT B3 - DOMESTICGENERAL NOTES:A. PROVIDE AIR ADMITTANCE VALVE FOR KITCHEN SINKS. SEESPECIFICATIONS AND DETAIL FOR ADDITIONAL REQUIREMENTS.PROVIDE 3/4" INDIRECT WASTE WITH P-TRAP TO SERVE MECHANICAL EQUIPMENT. SEEDETAIL FOR ADDITIONAL REQUIREMENTS. COORDINATE WITH MECHANICALCONTRACTOR.DRAWING NOTES:13/4" INDIRECT WASTE DOWN. TERMINATE WITH LAUNDRY WASTE/SUPPLY BOX. SEEDETAIL AND SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS.23" SANITARY UP TO WATER CLOSET.32" WASTE UP TO SINK.42" WASTE TO LAVATORY SERVES AS WET VENT FOR FIXTURE GROUP.52" WASTE (WITH TRAP) UP TO SHOWER.64" SANITARY/WASTE AND VENT STACKS UP AND DOWN FOR FIXTURE GROUP.7DROP 1/2" COLD TO WATER CLOSET.8DROP 1/2" HOT AND COLD TO SINK/LAVATORY. PROVIDE 1/2" HOT FROM SINKSUPPLY WITH A SHUT-OFF VALVE TO DISHWASHER. PROVIDE INDIRECTWASTE FROM DISHWASHER TO TAILPIECE AT SINK. PROVIDE TAILPIECE TOACCEPT INDIRECT WASTE.9DROP 1/2" HOT AND COLD TO WASHING MACHINE FITTING.10DROP 1/2" HOT AND COLD TO TUB/SHOWER.113" SANITARY AND VENT STACK UP AND DOWN FOR CLOTHES WASHINGMACHINES.12 30"STAND.TUB30"STAND.TUB30"STAND.TUB30"STAND.TUBW 2"W2 1/2"2"3"W634563571273/4"3/4"3/4"3/4"3/4"3/4"3/4"3/4"1211IW IW IW H C 1/2"1/2"9KS-A10WMF-A1/2"1/2"3/4"HC 8WC-A9LAV-A11TUB-AH C 1/2"1/2"1/2"1/2"3/4"1/2"3/4"1/2"3/4"9LAV-A8WC-A11SHR-A608492WNSEWYORKOFETATSSOIANLEOFPRLICENSEDREENIGNEORGOJNALAOSEPHEXCELSIOR°°°°°°°°engineering, p.c.ECPhone: (585)641-7121Fax: (585) 362-4175www.ec4b.com15 Schoen PlaceSuite 300Pittsford, NY 14534REVISIONIt is a violation of New York Education Law Article 145 Sec.7209, for any person, unless acting under thedirection of a licensed professional engineer, architect, or land surveyor, to alter an item in any way. If anitem bearing the seal of an engineer, architect, or land surveyor is altered; the altering engineer, architect,or land surveyor shall affix to the item their seal and notation "altered by" followed by their signature anddate of such alteration, and a specific description of the alteration.NO.PROJECT/CLIENTPROJECT MANAGER:REVIEWED BY:DRAWN BY:ISSUED FORDATE:DRAWING TITLEPROJECT NUMBERSCALE:AS NOTEDDRAWING NUMBERDATENEWMAN DEVELOPMENT GROUPDBKPERMIT ISSUE (07/10/2017)07/10/2017ITHACA, NYP3.0316162PERMIT07-10-2017ENLARGED UNIT PLANSRTBAJWCITY CENTRE 1/4" = 1'-0"1UNIT B5 & B6 - SANITARY 1/4" = 1'-0"2UNIT B5 - DOMESTICGENERAL NOTES:A. PROVIDE AIR ADMITTANCE VALVE FOR KITCHEN SINKS. SEESPECIFICATIONS AND DETAIL FOR ADDITIONAL REQUIREMENTS.PROVIDE 3/4" INDIRECT WASTE WITH P-TRAP TO SERVE MECHANICAL EQUIPMENT.SEE DETAIL FOR ADDITIONAL REQUIREMENTS. COORDINATE WITH MECHANICALCONTRACTOR.DRAWING NOTES:13/4" INDIRECT WASTE DOWN. TERMINATE WITH LAUNDRY WASTE/SUPPLY BOX. SEEDETAIL AND SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS.23" SANITARY UP TO WATER CLOSET.32" WASTE UP TO SINK.42" WASTE TO LAVATORY SERVES AS WET VENT FOR FIXTURE GROUP.52" WASTE (WITH TRAP) UP TO SHOWER.64" SANITARY/WASTE AND VENT STACKS UP AND DOWN FOR FIXTURE GROUP.7DROP 1/2" COLD TO WATER CLOSET.8DROP 1/2" HOT AND COLD TO SINK/LAVATORY. PROVIDE 1/2" HOT FROM SINKSUPPLY WITH A SHUT-OFF VALVE TO DISHWASHER. PROVIDE INDIRECT WASTE FROMDISHWASHER TO TAILPIECE AT SINK. PROVIDE TAILPIECE TO ACCEPT INDIRECTWASTE.9DROP 1/2" HOT AND COLD TO WASHING MACHINE FITTING.10DROP 1/2" HOT AND COLD TO TUB/SHOWER.113" SANITARY AND VENT STACK UP AND DOWN FOR CLOTHES WASHINGMACHINES.12 30"STAND.TUB30"STAND.TUB30"STAND.TUB30"STAND.TUB5363465127W2 1/2"3"3"2"7WIWIWIWIW3/4"3/4"3/4"3/4"3/4"3/4"3/4"3/4"22211/2"1/2"1/2"1/2"1/2"1/2"3/4"3/4"HC11TUB-A9LAV-A8WC-A10WMF-A9KS-A11SHR-A8WC-A1/2"1/2"1/2"HC1/2"3/4"1/2"3/4"3/4"1/2"1/2"9LAV-AAWW3"3"2 1/2"2"2"2"3"3546AIW3/4"3/4"121/2"1/2"1/2"1/2"1/2"3/4"1/2"1/2"HC11SHR-A10WMF-A9KS-A8WC-A9LAV-A608492WNSEWYORKOFETATSSOIANLEOFPRLICENSEDREENIGNEORGOJNALAOSEPHEXCELSIOR°°°°°°°°engineering, p.c.ECPhone: (585)641-7121Fax: (585) 362-4175www.ec4b.com15 Schoen PlaceSuite 300Pittsford, NY 14534REVISIONIt is a violation of New York Education Law Article 145 Sec.7209, for any person, unless acting under thedirection of a licensed professional engineer, architect, or land surveyor, to alter an item in any way. If anitem bearing the seal of an engineer, architect, or land surveyor is altered; the altering engineer, architect,or land surveyor shall affix to the item their seal and notation "altered by" followed by their signature anddate of such alteration, and a specific description of the alteration.NO.PROJECT/CLIENTPROJECT MANAGER:REVIEWED BY:DRAWN BY:ISSUED FORDATE:DRAWING TITLEPROJECT NUMBERSCALE:AS NOTEDDRAWING NUMBERDATENEWMAN DEVELOPMENT GROUPDBKPERMIT ISSUE (07/10/2017)07/10/2017ITHACA, NYP3.0416162PERMIT07-10-2017ENLARGED UNIT PLANSRTBAJWCITY CENTRE 1/4" = 1'-0"1UNIT B7 - SANITARY 1/4" = 1'-0"2UNIT B7 - DOMESTIC 1/4" = 1'-0"3UNIT E1 - SANITARY 1/4" = 1'-0"4UNIT E1 - DOMESTICPROVIDE 3/4" INDIRECT WASTE WITH P-TRAP TO SERVE MECHANICAL EQUIPMENT. SEEDETAIL FOR ADDITIONAL REQUIREMENTS. COORDINATE WITH MECHANICALCONTRACTOR.DRAWING NOTES:13/4" INDIRECT WASTE DOWN. TERMINATE WITH LAUNDRY WASTE/SUPPLY BOX. SEEDETAIL AND SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS.23" SANITARY UP TO WATER CLOSET.32" WASTE UP TO SINK.42" WASTE TO LAVATORY SERVES AS WET VENT FOR FIXTURE GROUP.52" WASTE (WITH TRAP) UP TO SHOWER.64" SANITARY/WASTE STACK UP AND DOWN.7DROP 1/2" COLD TO WATER CLOSET.8DROP 1/2" HOT AND COLD TO SINK/LAVATORY. PROVIDE 1/2" HOT FROM SINKSUPPLY WITH A SHUT-OFF VALVE TO DISHWASHER. PROVIDE INDIRECT WASTEFROM DISHWASHER TO TAILPIECE AT SINK. PROVIDE TAILPIECE TO ACCEPTINDIRECT WASTE.9DROP 1/2" HOT AND COLD TO WASHING MACHINE FITTING.10DROP 1/2" HOT AND COLD TO TUB/SHOWER.11FOR FIXTURE DESIGNATIONS AND ADDITIONAL REQUIREMENTS, SEEENLARGED SCALE PLANS.GENERAL NOTES:A.PROVIDE AIR ADMITTANCE VALVE FOR KITCHEN SINKS. SEESPECIFICATIONS AND DETAIL FOR ADDITIONAL REQUIREMENTS.B. FECFECFECFD14A23B5678910EFGA.1B.1C.1D.1E.12.15.18.19.110.111.17.1K.1K.15.6L.1G.1F.1H.1J.1P.1N.1S.1R.1Q.1M.114A23B5678910EFGA.1B.1C.1D.1E.11.12.15.15.6G.1F.1H.1J.1132"V1343123371WWW4"4"4"4"4"4"4"V2"WWW4"14"4"4"34"4"14"6608492WNSEWYORKOFETATSSOIANLEOFPRLICENSEDREENIGNEORGOJNALAOSEPHEXCELSIOR°°°°°°°°engineering, p.c.ECPhone: (585)641-7121Fax: (585) 362-4175www.ec4b.com15 Schoen PlaceSuite 300Pittsford, NY 14534REVISIONIt is a violation of New York Education Law Article 145 Sec.7209, for any person, unless acting under thedirection of a licensed professional engineer, architect, or land surveyor, to alter an item in any way. If anitem bearing the seal of an engineer, architect, or land surveyor is altered; the altering engineer, architect,or land surveyor shall affix to the item their seal and notation "altered by" followed by their signature anddate of such alteration, and a specific description of the alteration.NO.PROJECT/CLIENTPROJECT MANAGER:REVIEWED BY:DRAWN BY:ISSUED FORDATE:DRAWING TITLEPROJECT NUMBERSCALE:AS NOTEDDRAWING NUMBERDATENEWMAN DEVELOPMENT GROUPDBKPERMIT ISSUE (07/10/2017)07/10/2017ITHACA, NYP4.0016162PERMIT07-10-2017FLOOR PLAN -FOUNDATIONRTBAJWCITY CENTRE 1/8" = 1'-0"1FOUNDATION - BUILDING FLOOR PLAN4" WASTE UP TO 4" FLOOR DRAIN/AREA DRAIN.DRAWING NOTES:122" VENT UP.3PROVIDE DUPLEX SUMP PUMP, AND ASSOCIATED PIPING, CONTROLS,AND ALARMS AS DETAILED AND SPECIFIED.44" WASTE UP TO STANDPIPE TO ACCEPT FIRE PROTECTION SYSTEMSTANDPIPE DRAIN.5PROVIDE GREASETRAP AS SPECIFIED, RECESSED IN SLAB.SEE STRUCTURAL PLANS FOR FOUNDATION INFORMATION.GENERAL NOTES:A.FOR FIXTURE DESIGNATIONS AND ADDITIONAL REQUIREMENTS, SEEENLARGED SCALE PLANS.B.PROVIDE AIR ADMITTANCE VALVE FOR KITCHEN SINKS. SEESPECIFICATIONS AND DETAIL FOR ADDITIONAL REQUIREMENTS.C.PROVIDE SUMP PUMP IN ELEVATOR AS SPECIFIED AND DETAILED.6COORDINATE WITH GENERAL CONTRACTOR FOR PLACEMENT OFFLOOR DRAINS, SUMPS, SEPARATOR, ETC., AND ROUTING OF PIPING TOAVOID FOUNDATIONS. FOUNDATION DESIGNED TO ACCOMMODATEPIPE ROUTING AND EQUIPMENT PLACEMENT.D.4" WASTE UP TO FLOOR DRAIN WITH FUNNEL TO ACCEPT FIREPROTECTION SYSTEM FROM DRAIN/TEST RISER.7 - DENOTES RISER/STACK NUMBER DESIGNATION.N FECFEC14A23B5678910EFGA.1B.1C.1D.1E.11.12.15.1K.15.6G.1F.1H.1J.1FIRE PROTECTION SYSTEM SERVICEROOM. SEE FIRE PROTECTION DRAWINGFOR ADDITIONAL INFORMATION.18(497 GPM)4"8728"1(103 GPM)8"8"(103 GPM)6S T S T WWWW W W 10"4"4" FD-A4" FD-A4" FD-A4" FD-AW4"4" FD-A4" FD-A15V2"2 1/2"V163"15152"3"VPDPDPD2 1/2"2 1/2"V2"1315W4"3"1 1/2"3"1 1/2"1 1/2"4"4"12121212128" FIRE SERVICE2111ST4"194"8"ST6"20172 1/2"PDPD2 1/2"183"13133"2423238"G3/4"25264"241522244"13274"428"6"3608492WNSEWYORKOFETATSSOIANLEOFPRLICENSEDREENIGNEORGOJNALAOSEPHEXCELSIOR°°°°°°°°engineering, p.c.ECPhone: (585)641-7121Fax: (585) 362-4175www.ec4b.com15 Schoen PlaceSuite 300Pittsford, NY 14534REVISIONIt is a violation of New York Education Law Article 145 Sec.7209, for any person, unless acting under thedirection of a licensed professional engineer, architect, or land surveyor, to alter an item in any way. If anitem bearing the seal of an engineer, architect, or land surveyor is altered; the altering engineer, architect,or land surveyor shall affix to the item their seal and notation "altered by" followed by their signature anddate of such alteration, and a specific description of the alteration.NO.PROJECT/CLIENTPROJECT MANAGER:REVIEWED BY:DRAWN BY:ISSUED FORDATE:DRAWING TITLEPROJECT NUMBERSCALE:AS NOTEDDRAWING NUMBERDATENEWMAN DEVELOPMENT GROUPDBKPERMIT ISSUE (07/10/2017)07/10/2017ITHACA, NYP4.0116162PERMIT07-10-2017FLOOR PLAN - LEVEL B1RTBAJWCITY CENTRE8" STORM FROM ABOVE.DRAWING NOTES:1 1/8" = 1'-0"1LEVEL B1 - BUILDING FLOOR PLAN8" SANITARY FROM ABOVE.26" SANITARY FROM ABOVE.34" SANITARY FROM ABOVE.44" STORM FROM ABOVE.58" STORM BELOW SLAB AND OUT BUILDING. CONNECT TO SITE PIPING.64" COLD UP TO DOMESTIC WATER SERVICE ROOM. PROVIDE SHUT-OFF VALVE ONVERTICAL AFTER ENTERING THE BUILDING.7SLEEVE AND SEAL PER THE SPECIFICATIONS.84" WASTE UP TO SERVE WATER CLOSET.94" SANITARY DOWN TO SLAB BELOW.1010" SANITARY DOWN AND OUT TO SITE PIPING. MAKE CONNECTION TO SITE PIPING.111 1/2" WASTE UP TO SERVE LAVATORY/WATER COOLER/SINK.122" VENT UP.132" WASTE UP TO SERVE URINAL.142" VENT FROM BELOW SLAB.153" VENT UP TO LEVEL ABOVE.16FOR FIXTURE DESIGNATIONS AND ADDITIONAL REQUIREMENTS, SEEENLARGED SCALE PLANS.GENERAL NOTES:A.PROVIDE AIR ADMITTANCE VALVE FOR KITCHEN SINKS. SEESPECIFICATIONS AND DETAIL FOR ADDITIONAL REQUIREMENTS.B.2-1/2" PUMP DISCHARGE FORM ELEVATOR SUMP PUMP.17PROVIDE 4" WASTE WITH P-TRAP AND FUNNEL TO ACCEPT SUMP PUMPDISCHARGE. TERMINATE PUMP DISCHARGE WITH AN AIR GAP.184" STORM DRAIN UP TO 4" AREA DRAIN IN PAVER AREA OF GREEN ROOF. SEESPECIFICATION AND ARCHITECTURAL DRAWINGS FOR ADDITIONAL REQUIREMENTS.19PROVIDE 2X2 AREA DRAIN IN PAVEMENT OF GREEN ROOF ABOVE.20PROVIDE 8" FIRE SERVICE AND 6" DOUBLE DETECTOR CHECK ASSEMBLY. SEEDETAIL AND SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS. MAKECONNECTION TO SITE PIPING.213" WASTE/VENT STACK UP TO SERVE FLOOR DRAINS ABOVE IN TRASH ROOMS.222" WASTE UP TO BASIN ABOVE.233" WASTE UP TO 3" FLOOR DRAIN.24 - DENOTES RISER/STACK NUMBER DESIGNATION.3/4" GAS FROM CEILING SPACE ABOVE.253/4" GAS UP TO APPLIANCE ABOVE.264" SANITARY UP TO SERVE BACK TO BACK TOILET ROOM FUXTURES.27N FECF E CFECFECFEC 14A23B5678910EFGB.1C.1D.1E.11.12.15.1K.15.6G.1H.1J.1HCHCHCHCH C H C 4" DOMESTIC SUPPLYTO UPPER ZONE4" DOMESTIC SUPPLYTO LOWER ZONE4" DOMESTIC WATER SERVICE.METER AND BACKFLOWPREVENTER3" HOT FOR LOWER ZONEHOT WATER PIPING3" COLD UP TO LOWER ZONEWATER HEATERSSTSTSTSTSTST8" (497 GPM)4" (90 GPM)8" (392 GPM)6" (295 GPM)6" (192 GPM)4" (73 GPM)WWWWWWWWWM4"4"4"1 1/2"1 1/2"4"4"2 1/2" TAPS FORFUTURE TENANT4"1 1/2"1 1/2"4"2"2"2 1/2" TAPS FORFUTURE TENANT4"4"2 1/2" TAPS FORFUTURE TENANT6"4"4"6"6"1 1/2"1 1/2"1 1/2"1 1/2"6"6"6"4"1 1/2"1 1/2"1 1/2"1 1/2"4"4"4"4"8"2 1/2" TAPS FORFUTURE TENANT2 1/2" TAPS FORFUTURE TENANT4"1 1/2"1 1/2"1322"54A46878"101291113151814171619202122254"4"4"4"4"4"2423272628294"3130333640393837323541424447434845464"4"4950515352555658575961602 1/2"2 1/2"544"4"4"4"4"4"6"4"1 1/2"1 1/2"1 1/2"1 1/2"4"4"6"6"1 1/2"1 1/2"4"4"4"1 1/2"1 1/2"4"4"4"4"1 1/2"1 1/2"4"4"4"1 1/2"1 1/2"4"4"1 1/2"1 1/2"4"4"1 1/2"1 1/2"1 1/2"1 1/2"4"1 1/2"1 1/2"4"4"1 1/2"1 1/2"STAIR2-SWITCHGEAREQUIP.121aRETAIL1R-101SERVICECORR.116RETAIL2R-102RETAIL3R-103RETAIL4R-104FIRECOMM.CENTER102MAILROOM105LUXOR105bPARCEL105aLOBBY100aCLUBROOM106VESTIBULE100ENTRYCORRIDOR27MANAGER103CONFERENCE104aE-LOUNGE104EASTCORRIDOR29MEN'SRR113bWOMEN'SRR113aMECH.112aEGRESSCORR.111JANITOR112STAIR1-DOGWASH110STUDY108MECH.109FITNESS107FITNESS107FITNESS107YOGA107aMECH.107c3"7454"61 1/2"1 1/2"6453"3"1 1/2"67452"3"3"61 1/2"57454796472"2"3"3"4"4"4557771 1/2"64577455476674785767453"7452 1/2"3"75461 1/2"2"3"3"92"61 1/2"547675467451 1/2"52 1/2"3"457SEE ENLARGED SCALE PLAN ON THISDRAWING FOR ADDITIONAL INFORMATION.HHCCCCGG10453"4"75643"74545792"56474"6775445756654645672 1/2"12161 1/2"1 1/2"4"3"3/4"214"6"4"3534(163 GPM)4"WHHB6"6"6"21WH3/4"4"4"73"2"1 1/2"3"3"4"32(73 GPM)4"203"1"1"2374"3"2 1/2"3"183"32(119 GPM)4"8"364"4"4"6"2"3"32(103 GPM)WH3/4"C6"3"53"23SINK-A3/4"3/4"2524V1 1/2"22GS3/4"1"2"393832(97 GPM)1 1/2"1 1/2"66GGG2"2"2"GGG3" GAS FORFUTURE TENANT3"G 3" GAS FORFUTURE TENANT3"1716333"3"3"3"3031V2 1/2"ST4"40ST404"STSTST34416"4"4"ST2 1/2"27EWC-A29UR-A2 1/2"26LAV-C28WC-B (TYP. OF 3)28WC-C (TYP. OF 2)23LAV-C32(105 GPM)40401.15.1J.1GAS METERS4" GAS FOR CENTRALSERVICESGGGCG G CGGGM4"4"4" RPZ BACKFLOWPREVENTER6" GAS FOR BUILDING BOILERS,ROOFTOP MECH. EQUIP. / ETC.4" GAS FOR FUTURETENANTS4"TO BOILERS4"114"C4"4"6"15WATER BOOSTER SET1413WATER SERVICEBLADDER TANKG G608492WNSEWYORKOFETATSSOIANLEOFPRLICENSEDREENIGNEORGOJNALAOSEPHEXCELSIOR°°°°°°°°engineering, p.c.ECPhone: (585)641-7121Fax: (585) 362-4175www.ec4b.com15 Schoen PlaceSuite 300Pittsford, NY 14534REVISIONIt is a violation of New York Education Law Article 145 Sec.7209, for any person, unless acting under thedirection of a licensed professional engineer, architect, or land surveyor, to alter an item in any way. If anitem bearing the seal of an engineer, architect, or land surveyor is altered; the altering engineer, architect,or land surveyor shall affix to the item their seal and notation "altered by" followed by their signature anddate of such alteration, and a specific description of the alteration.NO.PROJECT/CLIENTPROJECT MANAGER:REVIEWED BY:DRAWN BY:ISSUED FORDATE:DRAWING TITLEPROJECT NUMBERSCALE:AS NOTEDDRAWING NUMBERDATENEWMAN DEVELOPMENT GROUPDBKPERMIT ISSUE (07/10/2017)07/10/2017ITHACA, NYP4.0216162PERMIT07-10-2017FLOOR PLAN - LEVEL 01RTBAJWCITY CENTRE 1/8" = 1'-0"1LEVEL 01 - BUILDING FLOOR PLAN6" SANITARY DOWN TO FLOOR BELOW.DRAWING NOTES:1 1/4" = 1'-0"2LEVEL 01 - SERVICE ENTRANCE PLANPROVIDE LOW POINT DRAIN VALVES DOWNSTREAM OF ALLRISER SHUT-OFF VALVES.GENERAL NOTES:A.4" SANITARY DOWN TO FLOOR BELOW.28" SANITARY DOWN TO FLOOR BELOW.33" SANITARY UP TO SERVE WATER CLOSET.42 1/2" WASTE UP TO SERVE LAVATORY. WASTE SERVES ASWET VENT FOR FIXTURE GROUP.51 1/2" WASTE UP TO SERVE KITCHEN SINK/LAVATORY.62" WASTE UP TO SERVE SHOWER.73" WASTE UP TO SERVE LAVATORY. WASTE SERVES AS WETVENT FOR FIXTURE GROUP.82" WASTE UP TO SERVE BACK-TO-BACK SINKS.9FOR FIXTURE DESIGNATIONS AND ADDITIONAL REQUIREMENTS, SEEENLARGED SCALE PLANS.B.PROVIDE AIR ADMITTANCE VALVE FOR KITCHEN SINKS. SEESPECIFICATIONS AND DETAIL FOR ADDITIONAL REQUIREMENTS.C.3" GAS TO EACH BOILER. SEE DETAIL FOR ADDITIONALREQUIREMENTS. COORDINATE WITH MECHANICAL CONTRACTORFOR EXACT REQUIREMENTS.104" GAS UP AND 4" COLD WATER UPPER ZONE UP TO FLOORS ABOVE.11PROVIDE 1 1/2" COLD FOR MAKE-UP WATER TO MECHANICALSYSTEM. COORDINATE WITH MECHANICAL CONTRACTOR FOREXACT REQUIREMENTS.12SEE PLAN P4.02A FOR INDIRECT WASTE PIPING SERVING MECHANICALUNITS ON LEVEL 01.D.PROVIDE WATER SERVICE BLADDER TANK AS SPECIFIED ANDDETAILED.13PROVIDE WATER SERVICE METER, VALVING, BACKFLOWPREVENTER, ETC. AS DETAILED AND SPECIFIED. PROVIDE INACCORDANCE WITH LOCAL REQUIREMENTS.14PROVIDE WATER BOOSTER SET AS SPECIFIED DETAILED.153" WASTE UP TO SERVE FLOOR DRAIN.163" WASTE/VENT STACK AND 1" HOT AND COLD UP TO SERVEMOP SERVICE SINKS / FD ON FLOORS ABOVE. SEE DETAIL FORADDITIONAL REQUIREMENTS.17TWO 4" SANITARY DOWN AND COMBINE TO SINGLE 6" SANITARY.DOWN TO LEVEL BELOW.183" WASTE/VENT STACK UP, AND 1" COLD AND HOT UP TO SERVESINKS ABOVE.203/4" COLD DOWN TO WALL HYDRANT/HOSE BIBB.211 1/2" VENT UP. TIE INTO VENT STACK ABOVE LEVEL 2 SLAB.221 1/2" WASTE AND VENT, 1/2" HOT AND COLD TO SERVESINK/LAVATORY.23PROVIDE 1/2" HOT WITH SHUT-OFF VALVE TO SERVE DISHWASHER.PROVIDE TAILPIECE IN SINK TO ACCEPT DISHWASHER INDIRECTWASTE.24PROVIDE 3/8" COLD WITH SHUT-OFF VALVE AND BACKFLOWPREVENTER TO SERVE ICE MAKER. PROVIDE 1/2" INDIRECTWASTE FROM ICE MAKER TO SINK TAILPIECE.251 1/2" WASTE AND VENT, 1/2" HOT AND COLD TO SERVELAVATORIES. RUN SUPPLIES AND VENTS BELOW WINDOW TOSIDEWALL. COMBINE VENTS IN SIDEWALL.263" WASTE/VENT STACK, AND 1" COLD UP TO SERVE TRASH ROOMFLOOR DRAINS AND HOSE BIBBS.191 1/2" WASTE AND VENT, 1/2" COLD TO SERVE ELECTRIC WATERCOOLER.274" SANITARY, 2" VENT, 1 1/2" COLD TO SERVE WATER CLOSET.283" WASTE , 2" VENT, 3/4" COLD TO SERVE URINAL.292" VENT DOWN.302 1/2" VENT UP. TIE INTO VENT STACK ABOVE LEVEL 2 SLAB.314" PRIMARY AND SECONDARY STORM FROM ABOVE.328" STORM DOWN TO LEVEL BELOW.338" PRIMARY AND 4" SECONDARY STORM FROM ABOVE.348" PRIMARY STORM DOWN TO LEVEL BELOW.35 - DENOTES RISER/STACK NUMBER DESIGNATION.8" SANITARY AND 4" SANITARY DOWN AND COMBINE INTO A SINGLE8" SANITARY DOWN TO LEVEL BELOW.368" PRIMARY STORM DOWN TO LEVEL BELOW.373/4" GAS DOWN TO LEVEL BELOW THEN UP TO SERVE COOKTOP.COORDINATE WIT OWNER FOR EXACT REQUIREMENTS. INSTALLSOLENOID VALVE FURNISHED BY HOOD SUPPRESSION SYSTEMSUPPLIER. TIE SOLENOID INTO FIRE ALARM SYSTEM.381" GAS DOWN TO SERVE FIRE PLACE.394" STORM (SECONDARY) DOWN AND TERMINATE ON EXTERIOROF BUILDING WITH A DOWNSPOUT FITTING AND BUG SCREEN.PROVIDE CHECK VALVE.406" STORM (SECONDARY) DOWN AND TERMINATE ON EXTERIOROF BUILDING WITH A DOWNSPOUT FITTING AND BUG SCREEN.PROVIDE CHECK VALVE.41 14A23B5678910EFG1.12.15.1K.15.6G.1H.1J.1IWIWIWIW23/4"3/4"3/4"3/4"3/4"3/4"3/4"3/4"3/4"11111111IWIWIW3/4"3/4"3/4"3/4"3/4"3/4"1111113/4"3/4"3/4"3/4"3/4"3/4"3/4"3/4"23/4"DOGWASH110MECH.110aEGRESSCORR.111STAIR1-EASTCORRIDOR29JANITOR112MECH.112aMECH.109STUDY108MECH.107cYOGA107aFITNESS107FITNESS107FITNESS107E-LOUNGE104CONFERENCE104aCLUBROOM106LOBBY100aMANAGER103VESTIBULE100ENTRYCORRIDOR27WESTCORRIDOR28FIRECOMM.CENTER102ELEVATORLOBBY101RETAIL4R-104RETAIL3R-103RETAIL2R-102SERVICECORR.116RETAIL1R-101STAIR2-SWITCHGEAREQUIP.121aELEC.121cRESID.TRASHTERM.ROOMB104IWIWIWIWIWIWIWIWIWIWIW33/4"3/4"3/4"3/4"3/4"1"111113/4"3/4"3/4"3/4"13/4"3/4"3/4"3/4"13/4"3/4"13/4"3/4"3/4"13/4"608492WNSEWYORKOFETATSSOIANLEOFPRLICENSEDREENIGNEORGOJNALAOSEPHEXCELSIOR°°°°°°°°engineering, p.c.ECPhone: (585)641-7121Fax: (585) 362-4175www.ec4b.com15 Schoen PlaceSuite 300Pittsford, NY 14534REVISIONIt is a violation of New York Education Law Article 145 Sec.7209, for any person, unless acting under thedirection of a licensed professional engineer, architect, or land surveyor, to alter an item in any way. If anitem bearing the seal of an engineer, architect, or land surveyor is altered; the altering engineer, architect,or land surveyor shall affix to the item their seal and notation "altered by" followed by their signature anddate of such alteration, and a specific description of the alteration.NO.PROJECT/CLIENTPROJECT MANAGER:REVIEWED BY:DRAWN BY:ISSUED FORDATE:DRAWING TITLEPROJECT NUMBERSCALE:AS NOTEDDRAWING NUMBERDATENEWMAN DEVELOPMENT GROUPDBKPERMIT ISSUE (07/10/2017)07/10/2017ITHACA, NYP4.02A16162PERMIT07-10-2017FLOOR PLAN - LEVEL 01INDIRECT WASTEAuthorCheckerCITY CENTRE 1/8" = 1'-0"1LEVEL 01 - BUILDING FLOOR PLANPROVIDE 3/4" INDIRECT WASTE WITH P-TRAP TO SERVE MECHANICAL EQUIPMENT.SEE DETAIL FOR ADDITIONAL REQUIREMENTS. COORDINATE WITH MECHANICALCONTRACTOR.DRAWING NOTES:13/4" INDIRECT WASTE DOWN TO LEVEL BELOW.2COORDINATE INSTALLATION OF INDIRECT WASTE PIPING WITH ALLUTILITIES AND EQUIPMENT WITHIN CEILING SPACE. SEE DRAWING P4.02AAND DETAILS FOR ADDITIONAL INFORMATION AND REQUIREMENTS.GENERAL NOTES:A.1" INDIRECT WASTE DOWN TO MOP SERVICE SINK. TERMINATE WITH AN AIRGAP.3N FEC14A23B5678910EFG1.12.15.1K.15.6G.1H.1J.112354768910121113151417161819202122232425272630323758572829313334353639403845465141424443474850495256555354596160UNIT B2UNIT A2??UNIT B5UNIT B6??UNIT A2UNIT A1UNIT A2UNIT A2UNIT A5UNIT B3UNIT A1UNIT A1UNIT A1UNIT E1UNIT E1UNIT E1UNIT A1UNIT A1UNIT A1??UNIT B7??UNIT A2UNIT A1??UNIT B15,6 - P3.021,2 - P3.001,2 - P3.003,4 - P3.043,4 - P3.041,2 - P3.001,2 - P3.003,4 - P3.043,4 - P3.013,4 - P3.003,4 - P3.001,2 - P3.003,4 - P3.003,4 - P3.003,4 - P3.031,2 - P3.033,4 - P3.003,4 - P3.003,4 - P3.021,2 - P3.023,4 - P3.001,2 - P3.003,4 - P3.003,4 - P3.041,2 - P3.041,2 - P3.003,4 - P3.041,2 - P3.004A1(105 GPM)1(97 GPM)1(103 GPM)1(119 GPM)5(SINK-C)41(73 GPM)2(103 GPM)6608492WNSEWYORKOFETATSSOIANLEOFPRLICENSEDREENIGNEORGOJNALAOSEPHEXCELSIOR°°°°°°°°engineering, p.c.ECPhone: (585)641-7121Fax: (585) 362-4175www.ec4b.com15 Schoen PlaceSuite 300Pittsford, NY 14534REVISIONIt is a violation of New York Education Law Article 145 Sec.7209, for any person, unless acting under thedirection of a licensed professional engineer, architect, or land surveyor, to alter an item in any way. If anitem bearing the seal of an engineer, architect, or land surveyor is altered; the altering engineer, architect,or land surveyor shall affix to the item their seal and notation "altered by" followed by their signature anddate of such alteration, and a specific description of the alteration.NO.PROJECT/CLIENTPROJECT MANAGER:REVIEWED BY:DRAWN BY:ISSUED FORDATE:DRAWING TITLEPROJECT NUMBERSCALE:AS NOTEDDRAWING NUMBERDATENEWMAN DEVELOPMENT GROUPDBKPERMIT ISSUE (07/10/2017)07/10/2017ITHACA, NYP4.0316162PERMIT07-10-2017FLOOR PLAN - LEVEL 02RTBAJWCITY CENTRE 1/8" = 1'-0"1LEVEL 02 - BUILDING FLOOR PLANFOR FIXTURE DESIGNATIONS AND ADDITIONAL REQUIREMENTS, SEEENLARGED SCALE PLANS.GENERAL NOTES:A.PROVIDE AIR ADMITTANCE VALVE FOR KITCHEN SINKS. SEESPECIFICATIONS AND DETAIL FOR ADDITIONAL REQUIREMENTS.B. - DENOTES RISER/STACK NUMBER DESIGNATION.4" PRIMARY AND SECONDARY STORM LEADERS UP AND DOWN.8" PROMARY AND SECONDARY STORM LEADERS UP AND DOWN.3" WASTE/VENT STACK, 3/4" HOT AND COLD UP AND DOWN TO SERVE FLOORDRAINS/MOP SERVICE SINKS.3" WASTE/VENT STACK, 3/4" HOT AND COLD UP AND DOWN TO SERVE SINKS ONEACH FLOOR.1-1/2" WASTE, 1/2" HOT AND COLD TO SERVE SINK.3" HOT AND COLD TO WATER HEATERS FROM BELOW, 2" HWR FROM ABOVE. SEESPECIFICATIONS AND DETAILS FOR ADDITIONAL REQUIREMENTS. COORDINATEWITH MECHANICAL CONTRACTOR FOR HEATING HOT WATER SUPPLY ANDRETURN.DRAWING NOTES:123456N 1A6810G1.1K.1123547689101211131514171618192021222324252726303237585728293133343536403845465141424443474850495256555354596160UNIT B2UNIT A2??UNIT B5UNIT B6??UNIT A2UNIT A1UNIT A2UNIT A2UNIT A5UNIT B3UNIT A1UNIT A1UNIT A1UNIT E1UNIT E1UNIT E1UNIT A1UNIT A1UNIT A1??UNIT B7??UNIT A2UNIT A1??UNIT B11,2 - P3.001,2 - P3.003,4 - P3.043,4 - P3.041,2 - P3.001,2 - P3.003,4 - P3.043,4 - P3.001,2 - P3.003,4 - P3.003,4 - P3.003,4 - P3.003,4 - P3.003,4 - P3.021,2 - P3.021,2 - P3.003,4 - P3.041,2 - P3.005,6 - P3.023,4 - P3.013,4 - P3.003,4 - P3.031,2 - P3.033,4 - P3.001,2 - P3.003,4 - P3.003,4 - P3.041,2 - P3.044A392(119 GPM)5SINK-C61(73 GPM)2(103 GPM)2(103 GPM)43MSS-A2(97 GPM)1(105 GPM)608492WNSEWYORKOFETATSSOIANLEOFPRLICENSEDREENIGNEORGOJNALAOSEPHEXCELSIOR°°°°°°°°engineering, p.c.ECPhone: (585)641-7121Fax: (585) 362-4175www.ec4b.com15 Schoen PlaceSuite 300Pittsford, NY 14534REVISIONIt is a violation of New York Education Law Article 145 Sec.7209, for any person, unless acting under thedirection of a licensed professional engineer, architect, or land surveyor, to alter an item in any way. If anitem bearing the seal of an engineer, architect, or land surveyor is altered; the altering engineer, architect,or land surveyor shall affix to the item their seal and notation "altered by" followed by their signature anddate of such alteration, and a specific description of the alteration.NO.PROJECT/CLIENTPROJECT MANAGER:REVIEWED BY:DRAWN BY:ISSUED FORDATE:DRAWING TITLEPROJECT NUMBERSCALE:AS NOTEDDRAWING NUMBERDATENEWMAN DEVELOPMENT GROUPDBKPERMIT ISSUE (07/10/2017)07/10/2017ITHACA, NYP4.0416162PERMIT07-10-2017FLOOR PLAN - LEVEL 03RTBAJWCITY CENTRE 1/8" = 1'-0"1LEVEL 03 - BUILDING FLOOR PLANFOR FIXTURE DESIGNATIONS AND ADDITIONAL REQUIREMENTS, SEEENLARGED SCALE PLANS.GENERAL NOTES:A.PROVIDE AIR ADMITTANCE VALVE FOR KITCHEN SINKS. SEESPECIFICATIONS AND DETAIL FOR ADDITIONAL REQUIREMENTS.B.4" PRIMARY AND SECONDARY STORM LEADERS UP AND DOWN.DRAWING NOTES:18" PRIMARY AND 4" SECONDARY STORM LEADERS UP AND DOWN.23" WASTE, 3/4" HOT AND COLD TO SERVE MOP SERVICE SINK.33" WASTE/VENT STACK, 3/4" HOT AND COLD UP AND DOWN TO SERVE MOPSERVICE SINK/FLOOR DRAINS ON EACH FLOOR.41 1/2" WASTE, 1/2" HOT AND COLD TO SERVE SINK.53" WASTE/VENT STACK, 3/4" HOT AND COLD UP AND DOWN TO SERVICESINK ON EACH FLOOR.6 - DENOTES RISER/STACK NUMBER DESIGNATION.N 1A6810GA.1B.1C.1D.1E.11.1K.1123547689101211131514171618192021222324252726303237585728293133343536394038454651414244434748504952565553545961601/2"1/2"1/2"1/2"1/2"3/4"1/2"3/4"1/2"1/2"1/2"1/2"1/2"2"1 1/2"1/2"1/2"1/2"1/2"HWRHWRHWRHWRHWR1 1/2"1 1/2"1/2"1 1/2"1 1/2"1 1/2"1 1/2"1 1/2"1 1/2"1 1/2"1/2"1/2"1/2"1/2"1 1/2"1/2"1/2"1/2"1/2"1/2"3/4"1"1"1"HW R H W R HWRHWR1/2"1/2"1/2"1/2"21UNIT B2UNIT A2??UNIT B5UNIT B6??UNIT A2UNIT A1UNIT A2UNIT A2UNIT A5UNIT B3UNIT A1UNIT A1UNIT A1UNIT E1UNIT E1UNIT E1UNIT A1UNIT A1UNIT A1UNIT E1-Alt1UNIT B7??UNIT A2UNIT A1??UNIT B15,6 - P3.021,2 - P3.001,2 - P3.003,4 - P3.043,4 - P3.041,2 - P3.001,2 - P3.003,4 - P3.043,4 - P3.013,4 - P3.003,4 - P3.001,2 - P3.003,4 - P3.003,4 - P3.003,4 - P3.031,2 - P3.033,4 - P3.003,4 - P3.003,4 - P3.021,2 - P3.023,4 - P3.001,2 - P3.003,4 - P3.003,4 - P3.041,2 - P3.041,2 - P3.003,4 - P3.041,2 - P3.004A4(103 GPM)3(73 GPM)6SINK-C73(119 GPM)3(103 GPM)53(97 GPM)3(105 GPM)608492WNSEWYORKOFETATSSOIANLEOFPRLICENSEDREENIGNEORGOJNALAOSEPHEXCELSIOR°°°°°°°°engineering, p.c.ECPhone: (585)641-7121Fax: (585) 362-4175www.ec4b.com15 Schoen PlaceSuite 300Pittsford, NY 14534REVISIONIt is a violation of New York Education Law Article 145 Sec.7209, for any person, unless acting under thedirection of a licensed professional engineer, architect, or land surveyor, to alter an item in any way. If anitem bearing the seal of an engineer, architect, or land surveyor is altered; the altering engineer, architect,or land surveyor shall affix to the item their seal and notation "altered by" followed by their signature anddate of such alteration, and a specific description of the alteration.NO.PROJECT/CLIENTPROJECT MANAGER:REVIEWED BY:DRAWN BY:ISSUED FORDATE:DRAWING TITLEPROJECT NUMBERSCALE:AS NOTEDDRAWING NUMBERDATENEWMAN DEVELOPMENT GROUPDBKPERMIT ISSUE (07/10/2017)07/10/2017ITHACA, NYP4.0516162PERMIT07-10-2017FLOOR PLAN - LEVEL 04RTBAJWCITY CENTRE 1/8" = 1'-0"1LEVEL 04 - BUILDING FLOOR PLAN4" GAS FROM LEVEL 01, UP TO LEVEL O8.DRAWING NOTES:12" HOT WATER RETURN DOWN TO LEVEL O2.2FOR FIXTURE DESIGNATIONS AND ADDITIONAL REQUIREMENTS, SEEENLARGED SCALE PLANS.GENERAL NOTES:A.PROVIDE AIR ADMITTANCE VALVE FOR KITCHEN SINKS. SEESPECIFICATIONS AND DETAIL FOR ADDITIONAL REQUIREMENTS.B.4" PRIMARY AND SECONDARY STORM LEADERS UP AND DOWN.38" PRIMARY AND 4" SECONDARY STORM LEADERS UP AND DOWN.43" WASTE/VENT STACK SERVING MOP SERVICE SINKS/FLOOR DRAINSON FLOORS ABOVE AND BELOW.51 1/2" WASTE, 1/2" HOT AND COLD TO SERVE SINK.63" WASTE/VENT STACK, DOMESTIC SUPPLIES UP AND DOWN TO SERVESINKS ON EACH FLOOR.7 - DENOTES RISER/STACK NUMBER DESIGNATION.N FEC1A6810GA.1B.1C.1D.1E.11.1K.1HCHCHCHCH C H C11111111 111111111112354768910121113151417161819202122232425272630323758572829313334353639403845465141424443474850495256555354596160111321 1/2"1 1/2"1 1/2"2"3"3"4"4"4"4"4"4"2"2"2"2 1/2"2 1/2"2 1/2"2 1/2"2 1/2"2 1/2"2 1/2"2 1/2"1 1/2"1 1/2"2"2"2"2"2"2"2"2 1/2"2"2 1/2"2 1/2"UNIT B2UNIT A2??UNIT B5UNIT B6UNIT A2UNIT A2UNIT A5UNIT B3UNIT A1UNIT E1UNIT E1UNIT E1??UNIT B7??UNIT A2UNIT A1??UNIT B15,6 - P3.023,4 - P3.043,4 - P3.043,4 - P3.043,4 - P3.013,4 - P3.003,4 - P3.003,4 - P3.031,2 - P3.033,4 - P3.003,4 - P3.003,4 - P3.021,2 - P3.023,4 - P3.001,2 - P3.003,4 - P3.003,4 - P3.041,2 - P3.043,4 - P3.041,2 - P3.00UNIT A11,2 - P3.00UNIT A11,2 - P3.00UNIT A11,2 - P3.00UNIT A11,2 - P3.00UNIT A11,2 - P3.00UNIT A11,2 - P3.00UNIT A23,4 - P3.00??3,4 - P3.004A5(103 GPM)4(73 GPM)7SINK-C84(119 GPM)4(103 GPM)4(97 GPM)3" FD-A64(105 GPM)608492WNSEWYORKOFETATSSOIANLEOFPRLICENSEDREENIGNEORGOJNALAOSEPHEXCELSIOR°°°°°°°°engineering, p.c.ECPhone: (585)641-7121Fax: (585) 362-4175www.ec4b.com15 Schoen PlaceSuite 300Pittsford, NY 14534REVISIONIt is a violation of New York Education Law Article 145 Sec.7209, for any person, unless acting under thedirection of a licensed professional engineer, architect, or land surveyor, to alter an item in any way. If anitem bearing the seal of an engineer, architect, or land surveyor is altered; the altering engineer, architect,or land surveyor shall affix to the item their seal and notation "altered by" followed by their signature anddate of such alteration, and a specific description of the alteration.NO.PROJECT/CLIENTPROJECT MANAGER:REVIEWED BY:DRAWN BY:ISSUED FORDATE:DRAWING TITLEPROJECT NUMBERSCALE:AS NOTEDDRAWING NUMBERDATENEWMAN DEVELOPMENT GROUPDBKPERMIT ISSUE (07/10/2017)07/10/2017ITHACA, NYP4.0616162PERMIT07-10-2017FLOOR PLAN - LEVEL 05RTBAJWCITY CENTRE 1/8" = 1'-0"1LEVEL 05 - BUILDING FLOOR PLANPROVIDE SHUT OFF VALVES FOR DOMESTIC WATER IN THE CORRIDORAT EACH BRANCH.DRAWING NOTES:14" GAS PIPING FROM LEVEL B1 UP TO LEVEL O8 CEILING SPACE.24" COLD FROM LEVEL 01.3 - DENOTES RISER/STACK NUMBER DESIGNATION.FOR FIXTURE DESIGNATIONS AND ADDITIONAL REQUIREMENTS, SEEENLARGED SCALE PLANS.GENERAL NOTES:A.PROVIDE AIR ADMITTANCE VALVE FOR KITCHEN SINKS. SEESPECIFICATIONS AND DETAIL FOR ADDITIONAL REQUIREMENTS.B.4" PRIMARY AND SECONDARY STORM LEADERS UP AND DOWN.48" PRIMARY AND 4" SECONDARY STORM LEADERS UP AND DOWN.53" WASTE/VENT STACK, 3/4" HOT AND COLD UP TO SERVE MOPSERVICE SINK/FLOOR DRAINS ON FLOORS ABOVE61 1/2" WASTE, 1/2" HOT AND COLD TO SERVE SINK.73" WASTE/VENT STACK, 1" HOT AND COLD TO SERVE SINKS ON FLOORSABOVE AND BELOW.8N 1A6810GA.1B.1C.1D.1E.11.1K.112354768910121113151417161819202122232425272630323758572829313334353639403845465141424443474850495256555354596160UNIT B2UNIT B5UNIT B6UNIT A1UNIT A2UNIT A5UNIT B3UNIT A1UNIT E1UNIT B7UNIT A2UNIT B15,6 - P3.023,4 - P3.043,4 - P3.013,4 - P3.001,2 - P3.003,4 - P3.031,2 - P3.033,4 - P3.021,2 - P3.023,4 - P3.001,2 - P3.041,2 - P3.00UNIT A11,2 - P3.00UNIT A11,2 - P3.00UNIT A11,2 - P3.00UNIT A11,2 - P3.00UNIT A11,2 - P3.00UNIT A11,2 - P3.00UNIT E13,4 - P3.04UNIT E13,4 - P3.04??3,4 - P3.04??3,4 - P3.04UNIT A23,4 - P3.00??3,4 - P3.00??3,4 - P3.00UNIT A23,4 - P3.00UNIT A23,4 - P3.00??3,4 - P3.004A3(103 GPM)2(73 GPM)76SINK-C3"ST12(119 GPM)2(103 GPM)2(97 GPM)54MSS-A2(105 GPM)608492WNSEWYORKOFETATSSOIANLEOFPRLICENSEDREENIGNEORGOJNALAOSEPHEXCELSIOR°°°°°°°°engineering, p.c.ECPhone: (585)641-7121Fax: (585) 362-4175www.ec4b.com15 Schoen PlaceSuite 300Pittsford, NY 14534REVISIONIt is a violation of New York Education Law Article 145 Sec.7209, for any person, unless acting under thedirection of a licensed professional engineer, architect, or land surveyor, to alter an item in any way. If anitem bearing the seal of an engineer, architect, or land surveyor is altered; the altering engineer, architect,or land surveyor shall affix to the item their seal and notation "altered by" followed by their signature anddate of such alteration, and a specific description of the alteration.NO.PROJECT/CLIENTPROJECT MANAGER:REVIEWED BY:DRAWN BY:ISSUED FORDATE:DRAWING TITLEPROJECT NUMBERSCALE:AS NOTEDDRAWING NUMBERDATENEWMAN DEVELOPMENT GROUPDBKPERMIT ISSUE (07/10/2017)07/10/2017ITHACA, NYP4.0716162PERMIT07-10-2017FLOOR PLAN - LEVEL 06RTBAJWCITY CENTRE 1/8" = 1'-0"1LEVEL 06 - BUILDING FLOOR PLANFOR FIXTURE DESIGNATIONS AND ADDITIONAL REQUIREMENTS, SEEENLARGED SCALE PLANS.GENERAL NOTES:A.PROVIDE AIR ADMITTANCE VALVE FOR KITCHEN SINKS. SEESPECIFICATIONS AND DETAIL FOR ADDITIONAL REQUIREMENTS.B. - DENOTES RISER/STACK NUMBER DESIGNATION.3" STORM FROM FLOOR ABOVE.DRAWING NOTES:1FOR DOMESTIC RISER SIZES AND ADDITIONAL INFORMATION, SEEDRAWING P1.01.C.4" PRIMARY AND SECONDARY STORM LEADERS UP AND DOWN.28" PRIMARY AND 4" SECONDARY STORM LEADERS UP AND DOWN.33" WASTE, 3/4" HOT AND COLD TO SERVE MOP SERVICE SINK.43" WASTE/VENT STACK, 3/4" HOT AND COLD TO SERVE MOP SERVICESINKS/FLOOR DRAINS ON EACH FLOOR.51 1/2" WASTE, 1/2" HOT AND COLD TO SERVE SINK.63" WASTE/VENT STACK, 1" HOT AND COLD UP AND DOWN TO SERVE SINK ONEACH FLOOR.7N 1A6810GA.1B.1C.1D.1E.11.1K.1123547689101211131514171618192021222324252726303237585728293133343536394038454651414244434748504952565553545960UNIT B2UNIT B5UNIT B6UNIT A1UNIT A2UNIT A5UNIT A4UNIT E1UNIT B7UNIT A1UNIT B11,2 - P3.013,4 - P3.043,4 - P3.013,4 - P3.001,2 - P3.003,4 - P3.031,2 - P3.033,4 - P3.021,2 - P3.021,2 - P3.001,2 - P3.041,2 - P3.00UNIT A23,4 - P3.00UNIT A23,4 - P3.00??3,4 - P3.00UNIT A23,4 - P3.00??3,4 - P3.00UNIT A23,4 - P3.00UNIT A11,2 - P3.00UNIT A11,2 - P3.00UNIT A11,2 - P3.00UNIT A11,2 - P3.00UNIT A11,2 - P3.00UNIT A1UNIT E13,4 - P3.04UNIT E13,4 - P3.04??3,4 - P3.04??3,4 - P3.04UNIT A23,4 - P3.004A1(5 GPM)1(5 GPM)1(5 GPM)STST2"2"ST2"2"3(105 GPM)ST3(97 GPM)1(5 GPM)2"2"2" (5 GPM)2" (5 GPM)1(5 GPM)1(5 GPM)1(5 GPM)1(5 GPM)1(5 GPM)STSTST2"2"2" (15 GPM)3(103 GPM)ST2"2"2" (10 GPM)3(77 GPM)1(6 GPM)STST1(6 GPM)1(6 GPM)1(6 GPM)1(6 GPM)2"2"2"2"2"23"3(73 GPM)4(103 GPM)ST6SINK-C65608492WNSEWYORKOFETATSSOIANLEOFPRLICENSEDREENIGNEORGOJNALAOSEPHEXCELSIOR°°°°°°°°engineering, p.c.ECPhone: (585)641-7121Fax: (585) 362-4175www.ec4b.com15 Schoen PlaceSuite 300Pittsford, NY 14534REVISIONIt is a violation of New York Education Law Article 145 Sec.7209, for any person, unless acting under thedirection of a licensed professional engineer, architect, or land surveyor, to alter an item in any way. If anitem bearing the seal of an engineer, architect, or land surveyor is altered; the altering engineer, architect,or land surveyor shall affix to the item their seal and notation "altered by" followed by their signature anddate of such alteration, and a specific description of the alteration.NO.PROJECT/CLIENTPROJECT MANAGER:REVIEWED BY:DRAWN BY:ISSUED FORDATE:DRAWING TITLEPROJECT NUMBERSCALE:AS NOTEDDRAWING NUMBERDATENEWMAN DEVELOPMENT GROUPDBKPERMIT ISSUE (07/10/2017)07/10/2017ITHACA, NYP4.0816162PERMIT07-10-2017FLOOR PLAN - LEVEL 07RTBAJWCITY CENTRE 1/8" = 1'-0"1LEVEL 07 - BUILDING FLOOR PLAN2" STORM UP TO 2" TERRACE DRAIN.DRAWING NOTES:13" STORM DOWN TO FLOOR BELOW.24" PRIMARY AND SECONDARY STORM PIPING UP AND DOWN.38" PRIMARY AND 4" SECONDARY STORM PIPING UP AND DOWN.4FOR FIXTURE DESIGNATIONS AND ADDITIONAL REQUIREMENTS, SEEENLARGED SCALE PLANS.GENERAL NOTES:A.PROVIDE AIR ADMITTANCE VALVE FOR KITCHEN SINKS. SEESPECIFICATIONS AND DETAIL FOR ADDITIONAL REQUIREMENTS.B. - DENOTES RISER/STACK NUMBER DESIGNATION.3" WASTE/VENT STACK, 3/4" HOT AND COLD UP AND DOWN TO SERVE MOPSERVICE SINKS/FLOOR DRAINS ON THE FLOORS ABOVE AND BELOW.51 1/2" WASTE, 1/2" HOT AND COLD TO SERVE SINK.63" WASTE/VENT STACK, 1" HOT AND COLD UP AND DOWN TO SERVE SINKS ONFLOOR ABOVE AND BELOW.7N FDFDFDFDFDFDFDFDFDFDFDFDFDFDFDFD1A6810GA.1B.1C.1D.1E.11.1K.11235476891012111315141716181920242530323758573138414244434748535459601/2"1/2"3/4"1/2"HWR1/2"1"1"1"1/2"HWR2"1/2"1 1/2"1 1/2"1/2"1/2"1/2"1/2"1 1/2"1 1/2"1/2"1/2"1/2"1 1/2"1 1/2"1 1/2"1/2"1 1/2"1/2"1 1/2"1/2"1/2"1"1/2"HWRHWRHWRH W R 1/2"1"1"1/2"1/2"1/2"3/4"1/2"1/2"H W R HWRG 4"G 4"14"2 1/2"24"GG3"G3UNIT B2UNIT A2UNIT B5UNIT B6??UNIT A2UNIT A1UNIT A2UNIT A2UNIT A5UNIT A4UNIT E1UNIT A6UNIT E1UNIT E1UNIT A2UNIT A1UNIT B1UNIT A3UNIT A3UNIT A31,2 - P3.015,6 - P3.005,6 - P3.003,4 - P3.045,6 - P3.015,6 - P3.003,4 - P3.043,4 - P3.013,4 - P3.003,4 - P3.001,2 - P3.003,4 - P3.003,4 -P3.003,4 - P3.031,2 - P3.033,4 - P3.003,4 - P3.021,2 - P3.021,2 - P3.003,4 - P3.003,4 - P3.04UNIT A35,6 - P3.00??3,4 -P3.00??3,4 - P3.004A1/2"4"52 1/2"5G2"2"2 1/2"458SINK-C976MSS-A608492WNSEWYORKOFETATSSOIANLEOFPRLICENSEDREENIGNEORGOJNALAOSEPHEXCELSIOR°°°°°°°°engineering, p.c.ECPhone: (585)641-7121Fax: (585) 362-4175www.ec4b.com15 Schoen PlaceSuite 300Pittsford, NY 14534REVISIONIt is a violation of New York Education Law Article 145 Sec.7209, for any person, unless acting under thedirection of a licensed professional engineer, architect, or land surveyor, to alter an item in any way. If anitem bearing the seal of an engineer, architect, or land surveyor is altered; the altering engineer, architect,or land surveyor shall affix to the item their seal and notation "altered by" followed by their signature anddate of such alteration, and a specific description of the alteration.NO.PROJECT/CLIENTPROJECT MANAGER:REVIEWED BY:DRAWN BY:ISSUED FORDATE:DRAWING TITLEPROJECT NUMBERSCALE:AS NOTEDDRAWING NUMBERDATENEWMAN DEVELOPMENT GROUPDBKPERMIT ISSUE (07/10/2017)07/10/2017ITHACA, NYP4.0916162PERMIT07-10-2017FLOOR PLAN - LEVEL 08DOMESTIC AND GASRTBAJWCITY CENTRE 1/8" = 1'-0"1LEVEL 08 - BUILDING FLOOR PLAN4" GAS FROM LEVEL 01.DRAWING NOTES:12 1/2" GAS UP TO MECHANICAL EQUIPMENT. SEE DETAIL FORADDITIONAL REQUIREMENTS.22" GAS UP TO ROOF ABOVE FOR FUTURE USE. PROVIDE SHUT-OFFVALVE AND CAP ON ROOF.3FOR FIXTURE DESIGNATIONS AND ADDITIONAL REQUIREMENTS, SEEENLARGED SCALE PLANS.GENERAL NOTES:A.PROVIDE AIR ADMITTANCE VALVE FOR KITCHEN SINKS. SEESPECIFICATIONS AND DETAIL FOR ADDITIONAL REQUIREMENTS.B.THIS CONTRACTOR IS RESPONSIBLE FOR ROOF PENETRATIONS THATARE REQUIRED BY THE WORK OF THE CONTRACT. SEE ARCHITECTURALPLANS FOR THE ROOF PENETRATION REQUIREMENTS.C.3/4" GAS UP TO ROOF FOR GAS GRILLE.42 1/2" GAS UP TO ROOF FOR FUTURE MECHANICAL EQUIPMENT.5 - DENOTES RISER/STACK NUMBER DESIGNATION.3" WASTE, 3/4" HOT AND COLD TO SERVE MOP SERVICE SINK.63" WASTE/VENT STACK, 3/4" HOT AND COLD FROM BELOW TO SERVEMOP SERVICE SINKS/FLOOR DRAINS ON FLOORS BELOW.71 1/2" WASTE, 1/2" HOT AND COLD TO SERVICE SINK.83" WASTE/VENT STACK, 1" HOT AND COLD TO SERVE SINKS ON EACHFLOOR.7N FECFECFDFDFDFDFDFDFDFDFDFDFDFDFDFDFDFD1A6810GA.1B.1C.1D.1E.11.1K.1134A7689101211131514171820242530375857313841444347485354604"4"4"4"4"4"4"4"4"4"STSTSTSTS T S T1(90 GPM)1(92 GPM)1(88 GPM)1(67 GPM)3(103 GPM)2222544"8"VV6V5VVV3"6V5V2 1/2"V57566VVVV7553"3"VVVV62 1/2"V53"65VVV6655VV 666653"2 1/2"4"VV V VV5556V 665664"2 1/2"4"V1(73 GPM)7VUNIT B2UNIT A2??UNIT B5UNIT B6??UNIT A2UNIT A1UNIT A2UNIT A2UNIT A5UNIT A4UNIT E1UNIT A6UNIT E1UNIT E1UNIT A2UNIT A1??UNIT B1UNIT A3UNIT A3UNIT A3UNIT A31,2 - P.3015,6 - P3.005,6 - P3.003,4 - P3.045,6 - P3.015,6 - P3.005,6 - P3.003,4 - P3.043,4 - P3.013,4 - P3.003,4 - P3.001,2 - P3.003,4 - P3.003,4 - P3.003,4 - P3.031,2 - P3.033,4 - P3.003,4 -P3.003,4 - P3.021,2 - P3.023,4 - P3.001,2 - P3.003,4 -P3.003,4 - P3.043"4"4"4"2 1/2"2 1/2"3"4"VV4"4"4"3"4"1619V 3"4"4"4"4"4"4"2 1/2"4"VV 2 1/2"4"4"2 1/2"3"4"2 1/2"3"4"4"3"2 1/2"3"3"V V V 4V V 3"3"2 1/2"ST4"4"510113"2 1/2"4"3"V55910611104"2 1/2"8(5 GPM)8(5 GPM)8(5 GPM)8(5 GPM)103"11510105113"10425ST11662 1/2"54"4"9MSS-A128(5 GPM)8(5 GPM)8(5 GPM)8(5 GPM)8(5 GPM)1011532101011104"4"4"8(5 GPM)8(6 GPM) (TYP. OF 7)11510102 1/2"4"116102 1/2"4"ST102 1/2"11104"101110103"114"1010115104"2 1/2"104"104"111011254"2 1/2"104"608492WNSEWYORKOFETATSSOIANLEOFPRLICENSEDREENIGNEORGOJNALAOSEPHEXCELSIOR°°°°°°°°engineering, p.c.ECPhone: (585)641-7121Fax: (585) 362-4175www.ec4b.com15 Schoen PlaceSuite 300Pittsford, NY 14534REVISIONIt is a violation of New York Education Law Article 145 Sec.7209, for any person, unless acting under thedirection of a licensed professional engineer, architect, or land surveyor, to alter an item in any way. If anitem bearing the seal of an engineer, architect, or land surveyor is altered; the altering engineer, architect,or land surveyor shall affix to the item their seal and notation "altered by" followed by their signature anddate of such alteration, and a specific description of the alteration.NO.PROJECT/CLIENTPROJECT MANAGER:REVIEWED BY:DRAWN BY:ISSUED FORDATE:DRAWING TITLEPROJECT NUMBERSCALE:AS NOTEDDRAWING NUMBERDATENEWMAN DEVELOPMENT GROUPDBKPERMIT ISSUE (07/10/2017)07/10/2017ITHACA, NYP4.1016162PERMIT07-10-2017FLOOR PLAN - LEVEL 08SANITARY AND STORMRTBAJWCITY CENTRE 1/8" = 1'-0"1LEVEL 08 - BUILDING FLOOR PLAN4" STORM UP TO 4" PRIMARY AND 4" SECONDARY ROOF DRAIN.DRAWING NOTES:14" PRIMARY AND SECONDARY STORM PIPING DOWN.2 - DENOTES RISER/STACK NUMBER DESIGNATION.8" PRIMARY AND 4" SECONDARY STORM PIPING UP TO ROOF DRAINS.38" PRIMARY AND 4" SECONDARY STORM PIPING DOWN.4COMBINE 3" WASTE STACK WITH 3" VENT STACK.52 1/2" VENT FROM LAVATORY, WHICH SERVES AS WET VENT FOR FIXTUREGROUP.63" VENT FROM BACK-TO-BACK LAVATORIES, WHICH SERVES AS WETVENT FOR FIXTURES GROUPS.7FOR FIXTURE DESIGNATIONS AND ADDITIONAL REQUIREMENTS, SEEENLARGED SCALE PLANS.GENERAL NOTES:A.PROVIDE AIR ADMITTANCE VALVE FOR KITCHEN SINKS. SEESPECIFICATIONS AND DETAIL FOR ADDITIONAL REQUIREMENTS.B.PROVIDE 2" TERRACE DRAIN. SEE SPECIFICATION FOR ADDITIONALREQUIREMENTS. COORDINATE WITH GENERAL CONTRACTOR FORINSTALLATION. SEE DRAWING P4.08 FOR PIPING.83" WASTE, AND 3/4" HOT AND COLD TO SERVE MOP SERVICE SINK.9COMBINE 4" WASTE WITH 4" VENT STACK.104" VENT UP TO 4" VENT THROUGH THE ROOF.113" WASTE/VENT STACK SERVING MOP SERVICE SINKS AND FLOOR DRAINSFOR ADJACENT ROOM ON ALL FLOORS 2 THROUGH 8. SEE DETAIL FORADDITIONAL INFORMATION.12N 1A6810GA.1B.1C.1D.1E.11.1K.11(90 GPM)1(92 GPM)1(88 GPM)1(67 GPM)1(73 GPM)2(103 GPM)4535563608492WNSEWYORKOFETATSSOIANLEOFPRLICENSEDREENIGNEORGOJNALAOSEPHEXCELSIOR°°°°°°°°engineering, p.c.ECPhone: (585)641-7121Fax: (585) 362-4175www.ec4b.com15 Schoen PlaceSuite 300Pittsford, NY 14534REVISIONIt is a violation of New York Education Law Article 145 Sec.7209, for any person, unless acting under thedirection of a licensed professional engineer, architect, or land surveyor, to alter an item in any way. If anitem bearing the seal of an engineer, architect, or land surveyor is altered; the altering engineer, architect,or land surveyor shall affix to the item their seal and notation "altered by" followed by their signature anddate of such alteration, and a specific description of the alteration.NO.PROJECT/CLIENTPROJECT MANAGER:REVIEWED BY:DRAWN BY:ISSUED FORDATE:DRAWING TITLEPROJECT NUMBERSCALE:AS NOTEDDRAWING NUMBERDATENEWMAN DEVELOPMENT GROUPDBKPERMIT ISSUE (07/10/2017)07/10/2017ITHACA, NYP4.1116162PERMIT07-10-2017ROOF PLANRTBAJWCITY CENTRE 1/8" = 1'-0"1ROOF PLAN PLUMBINGREFER TO MECHANICAL PLANS AND SCHEDULES FOR GAS LOADS ONROOF MOUNTED HVAC EQUIPMENT.GENERAL NOTES:A.FOR FIXTURE DESIGNATIONS AND ADDITIONAL REQUIREMENTS, SEEENLARGED SCALE PLANS.GENERAL NOTES:A.PROVIDE AIR ADMITTANCE VALVE FOR KITCHEN SINKS. SEESPECIFICATIONS AND DETAIL FOR ADDITIONAL REQUIREMENTS.B.PROVIDE 4" PRIMARY AND SECONDARY ROOF DRAINS.DRAWING NOTES:1PROVIDE 8" PRIMARY AND 4" SECONDARY ROOF DRAINS.21 1/2" GAS FROM BELOW TO SERVE MECHANICAL UNIT. SEE DETAIL FORADDITIONAL REQUIREMENTS. COORDINATE WITH MECHANICALCONTRACTOR.33/4" GAS FROM CEILING BELOW FOR GAS GRILLE. COORDINATE WITHOWNER FOR EXACT REQUIREMENTS AND LOCATION.42 1/2" GAS FROM CEILING BELOW FOR FUTURE MECHANICAL EQUIPMENT.52" GAS FROM CEILING BELOW FOR FUTURE MECHANICAL EQUIPMENT.6N C/PHDBMSMVFDMMJPBCBSDDCCRNCCP A A AT AFATSMTSSSSSVMMICPAPACCBPSOHADHDHDHECTSFCZIAPSFSDAMMTTTSWBSWBSWBSWBTVTVTELSWBTSVCRDCKPSMDSSERMLICELRELPSIDCCY12:00WSHSDSSFWPACSCHEMATIC SYMBOLSHEALTH CAREMISCELLANEOUSPUBLIC ADDRESSSECURITYLIGHTINGPOWERONE LINE SYMBOLSNOTE:ABBREVIATIONS:FUNCTION NUMBERSANSI STANDARD DEVICEPOWER DISTRIBUTIONFIRE ALARM SYSTEMCOMMUNICATIONS11AaACAACVALMAVRAVSBACVBFMCCCCTCSCTDCADCVDMDEECSESPBFFTGALGENIACVIFMLTSMPUNOPTS1S2SCSSHTCSILSSSTBSYNCTSVARWREWTD- NORMALLY OPEN AUXILIARY CONTACT- AC AMMETER- AC VOLTMETER- ALARM- AUTOMATIC VOLTAGE REGULATOR- AMMETER / VOLTMETER PHASE SELECTOR SWITCH- BUS AC VOLTMETER- BUS FREQUENCY METER- INDICATING LIGHT C.B. CLOSED- CROSS COUPLED CURRENT TRANSFORMER- CIRCUIT BREAKER CONTROL SWITCH- CURRENT TRANSFORMER- DC AMMETER- DC VOLTMETER- DIGITAL METERING DISPLAY- EMERGENCY SOURCE- ENGINE CONTROL SWITCH- EMERGENCY STOP PUSHBUTTON- FUSE- FLEXITEST SWITCHES- GENERATOR AVAILABLE LIGHT- GENERATOR- INCOMING AC VOLTMETER- INCOMING FREQUENCY METER- LAMP TEST PUSHBUTTON- MAGNETIC PICK-UP- NORMAL SOURCE- INDICATING LIGHT C.B. OPEN- POTENTIAL TRANSFORMER- SOURCE 1- SOURCE 2- SYSTEM CONTROL SWITCH- SHUNT TRIP COIL- ALARM SILENCE PUSHBUTTON- SYNCHRONIZING SWITCH- SHORTING TERMINAL BOARD- SYNCHROSCOPE- TEMPERATURE SCANNER- VOLTAGE ADJUST RHEOSTAT- WARNING RESET PUSHBUTTON- WATT TRANSDUCER1. NOT ALL SYMBOLS, ABBREVIATIONS AND LINE DESIGNATIONS ARE NECESSARILY USED ON THIS PROJECT.241213141521252729324042464747N505151N51V525959I606264656774798181o/u868789- TIME-DELAY STARTING OR CLOSING RELAY- MASTER CONTACTOR- OVER-SPEED DEVICE- SYNCHRONOUS-SPEED DEVICE- UNDER-SPEED DEVICE- SPEED OR FREQUENCY MATCHING DEVICE- DISTANCE RELAY- SYNCHRONIZING OR SYNCRONISM-CHECK DEVICE- UNDERVOLTAGE RELAY- ISOLATING CONTACTOR- DIRECTIONAL POWER RELAY- FIELD RELAY- RUNNING CIRCUIT BREAKER- REVERSE-PHASE OR PHASE-BALANCE CURRENT RELAY- PHASE-SEQUENCE VOLTAGE RELAY- PHASE BALANCE RELAY- INSTANTANEOUS OVERCURRENT OR RATE-OF-RISE RELAY- AC TIME OVERCURRENT RELAY- NEUTRAL TIME OVERCURRENT- TIME OVERCURRENT WITH VOLTAGE CONTROL- AC CIRCUIT BREAKER- OVERVOLTAGE RELAY- PEAK OVERVOLTAGE- VOLTAGE OR CURRENT BALANCE RELAY- TIME-DELAY STOPPING OR OPENING RELAY- GROUND PROTECTIVE RELAY- GOVERNOR- AC DIRECTIONAL OVERCURRENT RELAY- ALARM RELAY- AC RECLOSING RELAY- FREQUENCY RELAY- UNDERFREQUENCY / OVERFREQUENCY RELAY- LOCKOUT RELAY, MANUALLY RESET- DIFFERENTIAL PROTECTIVE RELAY- LINE SWITCHHAND-OFF-AUTO SELECTORN.C. RELAY CONTACTN.O. RELAY CONTACTN.C. PUSHBUTTONN.O. PUSHBUTTONSOLONOID VALVE COILN.O. FLOW SWITCHN.C. FLOW SWITCHN.O. TEMPERATUREN.C. PRESSURE SWITCHN.O. PRESSURE SWITCHN.C. LEVEL SWITCHN.O. LEVEL SWITCHN.O. LOW LIMIT SWITCHEMERGENCY STOPN.C. HIGH LIMIT SWITCHN.O. HIGH LIMIT SWITCHN.C. LOW LIMIT SWITCHN.C. TEMPERATURE SWITCHINDICATOR LIGHTMAGNETIC DOOR CONTACTSPECIAL INTRUSION DETECTION SENSORCONNECT TO SECURITY SYSTEMHARDWARE OR DEVICE PROVIDED BYOTHERS.ELECTRO MAGNETIC LOCKINTRUSSION DETECTION CONTROL CENTERCLOSED CIRCUIT TELEVISION CAMERA (FIXED)CLOSED CIRCUIT TELEVISION CAMERA (PAN-TILT-ZOOM)ELECTRIC LATCH RETRACTION BARKEYPAD POWER SUPPLYELECTRIC LATCH RETRACTION BAR POWER SUPPLYDOUBLE FACESINGLE FACEBATTERYDOUBLE FACESENSORCEILING MOUNTEDSTATIONDESCRIPTIONSTATIONSTATIONSTATIONSTATIONSTATIONNURSE CALL CODE BLUENURSE CALL MASTERNURSE CALL PATIENTNURSE CALL STAFFNURSE CALL DUTYNURSE CALL DOME LIGHTNURSE CALL CODE EMERGENCYNURSE CALL CONTROL PANELWALL MOUNTED EXIT SIGN,WALL MOUNTED COMBINATIONEXIT SIGN/EMERGENCYEGRESS LIGHTING, SINGLECEILING MOUNTED EXIT SIGN,LIGHTING CONTACTORCEILING MOUNTED EXIT SIGN,EMERGENCY LIGHTINGFIXTURE WITH INTEGRALEMERGENCY LIGHTINGFIXTURE WITH REMOTEBATTERY (TWO HEADS)EMERGENCY LIGHTINGFIXTURE WITH REMOTEBATTERY (SINGLE HEAD)WALL MOUNTED OCCUPANCYOCCUPANCY SENSORNOTEDESCRIPTIONREFERENCE TO DRAWINGSCHEDULEREFERENCE TO FEEDERROOM NUMBERARROWHEAD LINESYMBOLTERMINATORSYMBOLWIRE SIZE, WIRE COUNT,AND CONDUIT SIZE ASNOTEDWIRE MOLD/PLUG MOLDDROP CORDPOWER POLECORD REELBREAKERRECEPTACLE120V POWER CONNECTIONSINGLE FACE PEDESTALDOUBLE FACE PEDESTALEMERGENCY POWERBOXBOXJUNCTION BOXELECTRIC METERENCLOSED CIRCUITBUSPLUGPULLBOXFACESPEAKER CLUSTERVOLUME CONTROLPUBLIC ADDRESS EQUIPMENTPUBLIC ADDRESS CONTROLPUBLIC ADDRESS SPEAKERWALL MOUNTED MICROPHONEFLOOR MOUNTEDMICROPHONE OUTLETWALL MOUNTED CLOCKLETTER REFERS TOTYPE IN SPECIFICATIONSCLOCK SYSTEM BOOSTERPUBLIC ADDRESS INTERCOMPOWER SUPPLYI - IMPULSE TYPES - SYNCHRONOUS TYPEOUTLETSTATIONCENTERRACKELRPSKPPSINTERCOMELECTRIC LOCKPOWER SUPPLYINDICATES TYPE:A - AMMETERV - VOLTMETERMANUAL TRANSFER SWITCHMETER DESIGNATIONKWH - KILOWATT-HOURAMMETER SELECTORGROUND FAULTVOLTMETER SELECTORDRAW OUT DEVICEDESCRIPTIONDESIGNATION REFERS TOTYPE IN SPECIFICATIONWALL MOUNTED SPEAKER,TYPE IN SPECIFICATIONPROFESSIONAL QUALITYDESIGNATION REFERS TOCEILING MOUNTED SPEAKER,SPEAKERSYMBOLSWITCHSWITCHMETERMOTION DETECTOREXIT REQUESTKEYPADCARD READERDESCRIPTIONSYMBOLRELAY COILDESCRIPTION- OCCUPANCY SENSOR OPERATEDSWITCHINGDIMMER SWITCHPHOTO CONTROLDOWNLIGHTDOWNLIGHT4 FT. TRACK LIGHTDESIGNATION REFERS TOFIXTURE SCHEDULESINGLE POLE LIGHT SWITCHTHREE WAY LIGHT SWITCHFOUR WAY LIGHT SWITCHTIME CLOCK / SWITCHSINGLE POLE LIGHT SWITCHINDICATES MULTI-LEVELRECESSED FIXTURE,INDICATES FIXTURE ONEMERGENCY CIRCUITROUND RECESSED12" SQUARE RECESSEDWALL MOUNTED FIXTURE,DESIGNATION REFERS TOFIXTURE SCHEDULEWALL MOUNTED EXIT SIGN,ROUND WALL SCONCESTRIP FIXTURESQUARE WALL SCONCESPECIAL PURPOSE OUTLET,DRIVE, DESIGNATION REFERSMOTOR CONNECTION,DESIGNATION REFERS TOELECTRIC EQUIPMENTCONTROL SCHEDULE.VARIABLE FREQUENCYTO ELECTRIC EQUIPMENTCONTROL SCHEDULE.MANUAL MOTOR STARTER,INTERGRAL HORSEPOWER,PUSH BUTTON OPERATORELECTRIC EQUIPMENTCONTROL SCHEDULE.MANUAL MOTOR STARTER,FRACTIONAL HORSEPOWER,TOGGLE OPERATORCOMBINATION MAGNETICMOTOR STARTER/DISCONNECT SWITCH,DESIGNATION REFERS TOELECTRIC EQUIPMENTCONTROL SCHEDULE.BELL OR BUZZERFUSED DISCONNECT,DESIGNATION REFERS TOELECTRIC EQUIPMENTCONTROL SCHEDULE.NONFUSED DISCONNECT,DESIGNATION REFERS TOELECTRIC EQUIPMENTCONTROL SCHEDULE.MAGNETIC MOTOR STARTER,DESIGNATION REFERS TOPUSHBUTTONSUBSCRIPT REFERS TOELECTRIC HAND DRYERELECTRIC EQUIPMENTCONTROL SCHEDULEPOWER / COMMUNICATIONPOLESYMBOLWEATHERPROOFFLOOR BOXSURGE SUPPRESSIONABOVE COUNTERFLOOR RECEPTACLEBOX (QUAD)RECEPTACLEINTERRUPTERDUPLEX RECEPTACLETWO DUPLEX IN TWO GANGSPLIT WIRED DUPLEXGROUND FAULTDESCRIPTIONSYMBOLSOLID STATE BREAKERDESIGNATIONS INDICATECL - CURRENT LIMITINGL - LONG TIME TRIPS - SHORT TIME TRIPG - GROUND FAULT TRIPI - INSTANTANEOUS TRIPSHUNT TRIP TYPE CIRCUITFUSED DISCONNECT SWITCHBRANCH CIRCUITDISTRIBUTION PANEL,REFER TO PANELBOARDGROUND CONNECTIONAUTOMATIC TRANSFEREMERGENCY GENERATORSCHEMATIC MOTORLIGHTNING ARRESTORSWITCHSCHEDULESBREAKERFUSEFUNCTIONS:PUSHBUTTONN.C. SWITCHN.O. SWITCHSWITCHTRANSFORMERCURRENT TRANSFORMERPOTENTIAL TRANSFORMERAMPERE RATINGDRAW-OUT TYPE,AMPERE RATINGTHERMAL MAGNETIC MOLDEDCASE CIRCUIT BREAKERDESIGNATION INDICATESTHERMAL MAGNETIC MOLDEDCASE CIRCUIT BREAKERDESIGNATION INDICATESSYMBOLDESCRIPTIONSWITCHDESCRIPTIONSYMBOLBRANCH CIRCUIT240/120V REFER TOPANELBOARD 208Y/120V ORPANELBOARD SCHEDULE1200A MAX REFER TO800A MAX REFER TODISTRIBUTION PANELBOARDPANELBOARD SCHEDULEDISTRIBUTION PANELBOARDPANELBOARD SCHEDULEMOTOR CONTROL CENTERSWITCHBOARD SECTION120V, (500 KVA SIZE3-45 KVA TRANSFORMER75-225 KVA TRANSFORMERTRANSFORMER 480-208Y/SHOWN) DESIGNATION REFERSTO TRANSFORMER SCHEDULE(800-2000AMP SIZE SHOWN)2500 AMP SWITCHBOARD3000 AMP SWITCHBOARD4000 AMP SWITCHBOARDDOOR HOLDERCONNECTION TO ROOFWALL MOUNTED LOUVERCAPTURE CONTROLSYSTEM TAMPER SWITCHFIRE ALARM SYSTEMEMERGENCY PHONEFLOOR MOUNTED MAGNETICCONNECTION TO MAGNETICDOOR HOLDER PROVIDED BYMOUNTED SMOKE HATCH ORCONNECTION TO SPRINKLERCONNECTION TO ELEVATORCONNECTION TO SPRINKLERFIRE ALARM REMOTEANNUNCIATOR PANELZONE ADDRESS MODULES - SIGNAL DEVICESD - DOOR HOLD OPENSINDIVIDUAL ADDRESS MODULEAUXILLARY POWER SUPPLYCOLLECTIVE ZONE INTERFACEFIRE ALARM CONTROL PANELFLOW SWITCHDOOR HOLDERTHE ARCHITECTSECTIONSECTIONSECTIONMANUAL PULL STATIONDUCT MOUNTED SMOKEWALL MOUNTED MAGNETICLETTER REFERS TO TYPEINDICATES AUXILLIARYVISUAL FIRE ALARM STROBECEILING MOUNTED SMOKECEILING MOUNTED THERMODETECTOR LETTER REFERSTO TYPE IN SPECIFICATIONSAUDIO-VISUAL FIRE ALARMCONTACTS ON FIRE ALARMDEVICEIN DESCRIPTIONDETECTORDETECTORDESCRIPTIONSYMBOLSECTIONSYMBOLDESCRIPTIONTELEPHONE SWITCHREMOTE TELEPHONE RINGERCOMMUNICATIONS EQUIPMENTCABLE TV SPLITTERVIDEO OUTLETRACK/ BUZZERCABLE TV TAPCOMPUTER/DATAWALL MOUNTED CABLECOMMUNICATION OUTLET,DESIGNATION REFERS TODATA COMMUNICATIONSCOMMUNICATION OUTLET, INDESIGNATION REFERS TODATA COMMUNICATIONSTELEPHONE OUTLET INTELEVISION SYSTEM OUTLETCEILING MOUNTED CABLETELEVISION SYSTEM OUTLETWIRING SCHEDULEFLUSH FLOOR BOX,WIRING SCHEDULETELEPHONE OUTLETFLUSH FLOOR BOXCOMPUTER/DATACOMPUTER/DATADESCRIPTIONSYMBOLCEILING MOUNTED CARBONDIOXIDE DETECTORFAN SHUTDOWNADDRESSABLE MONITOR MODULESMOKE DAMPERVOICE CONTROL CENTER PANELANNUNCIATOR PANELNOTIFICATION APPLIANCEEXTENDER PANEL- KEY OPERATEDSINGLE POLE LIGHT SWITCHORWALL MOUNTED DIGITALCLOCK LETTER REFERS TOTYPE IN SPECIFICATIONSWALL MOUNTED CLOCK ANDSPEAKER LETTER REFERS TOTYPE IN SPECIFICATIONSWIRELESS CLOCK TRANSMITTERNSDGFIPSDMBEOSOSLCEMPCTCa,bS4S3SKSosSSTGASVSGFFSSDFFHCOAUXFFACPRAPVCCPNAEPZAMIAMPPCCTVCCTVPTZRP2-WAY COMMUNICATION PHONE803573SNSEWYORKOFETATSSOIANLEOFPRLICENSEDREENIGNETRASSNEJ.CIREREXCELSIOR°°°°°°°°engineering, p.c.ECPhone: (585)641-7121Fax: (585) 362-4175www.ec4b.com15 Schoen PlaceSuite 300Pittsford, NY 14534REVISIONIt is a violation of New York Education Law Article 145 Sec.7209, for any person, unless acting under thedirection of a licensed professional engineer, architect, or land surveyor, to alter an item in any way. If anitem bearing the seal of an engineer, architect, or land surveyor is altered; the altering engineer, architect,or land surveyor shall affix to the item their seal and notation "altered by" followed by their signature anddate of such alteration, and a specific description of the alteration.NO.PROJECT/CLIENTPROJECT MANAGER:REVIEWED BY:DRAWN BY:ISSUED FORDATE:DRAWING TITLEPROJECT NUMBERSCALE:AS NOTEDDRAWING NUMBERDATENEWMAN DEVELOPMENT GROUPDBKPERMIT ISSUE (07/10/2017)07/10/2017E1.0016162PERMIT07-10-2017LEGEND &ABBREVIATIONSRSEJSCITY CENTREITHACA, NY GMYYYYYYYYY YYCBCBCBST STMMYYY Y MGARAGE FLOOR1ST FLOOR2ND FLOOR1ST FLOOR3RD FLOOR2ND FLOOR4TH FLOOR3RD FLOOR5TH FLOOR4TH FLOOR6TH FLOOR5TH FLOOR7TH FLOOR6TH FLOOR8TH FLOOR7TH FLOORROOF8TH FLOORLSDP1SDP1 (STANDBY DISTRIBUTION PANEL)300KW/375KVAEMERGENCYDIESELGENERATOR277/4803PH, 4W WYE100AATS-LS400AATS-SBGENERATOR DISTRIBUTION PANEL600A, 480/277V, 3PH, 4W400A/3P100A/3P75 HPFIRE PUMPFIRE PUMPTRANSFERSWITCHFIRE PUMP RM.FIRE PUMP CONTROLLER.SERVICE DISCONNECT50A/3P50A/3P50A/3PSERVICE ENTRANCESURGE SUPPRESSIONDEVICEMAIN DISTRIBUTION PANEL - 3000A BUS, 65KAIC, 277/480V, 3P/4W400A/3P100A/3P2000A/3PUTILITYUTILITYMETERCOMPT.PROVIDE SERVICE ENTRANCEPOWER MONITORING DEVICEFIREPUMP100A/2P 100A/2PTYP OF 28100A/2P 100A/2PTYP OF 28100A/2P 100A/2PTYP OF 28100A/2P 100A/2PTYP OF 28100A/2P 100A/2PTYP OF 28HVP4LVP430KVAT-P4480:208Y/120V3PH, 4WHVP7LVP730KVAT-P9480:208Y/120V3PH, 4W112.5KVA480:208Y/120V3PH, 4W175A/3P400A/3PMMMMMMMMMMLVLS430KVAT-LS4480:208Y/120V3PH, 4WLVLS730KVAT-LS7480:208Y/120V3PH, 4WLVLS130KVAT-LS1480:208Y/120V3PH, 4WADPADPADPADPADP225A/3PHVHPGLVHPG45KVAT-HPG480:208Y/120V3PH, 4W100A/3P100A/3P100A/3P100A/3P100A/3P50A/3P100A/3P50A/3P50A/3P100A/3P175A/3P60A/3P60A/3PELEV. #1500A/3PGFI INDICATORONLY400A,480Y/277,3 ,4W(LIFE SAFETYDISTRIBUTION PANEL)400A/3P400A/3P400A/3PTENANTPANELTENANTPANELTENANTPANELLSIGBLDG.MAIN100%RATED3000A/3P225A/3PHVHP145KVAT-HPG480:208Y/120V3PH, 4WLVHP1SECT.1LVHP1SECT.2100A,480Y/277,3 ,4W100A/2P 100A/2PTYP OF 28MMADP100A/2P 100A/2PTYP OF 24MMAPT. LOADCENTER120/208V,1Ø, 3W,100A MLO24 SPACEADPHVP2LVP230KVAT-P2480:208Y/120V3PH, 4W100A/3P100A/3PMMM175A/3P400A/3P175A/3P400A/3P175A/3P400A/3P175A/3P400A/3P175A/3P400A/3P175A/3P400A/3PFEEDER SCHEDULEWIRE SIZE IN AWGNO. PHASE NEUTRAL GROUND CONDUIT3-#6 1-#6 1-#10 1"3-#2 1-#2 1-#81 1/2"3-#1 1-#1 1-#63-#4/0 1-#4/0 1-#4 2 1/2"3-#4 1-#4 1-#83-500KCM 1-500KCM 1-#26-250KCM 2-250KCM 2-#2 (2)2 1/2"9-500KCM 3-500KCM 3-#2/0(3) 3 1/2"18-500KCM 6-500KCM 6-250KCM(6) 3 1/2"6-500KCM 2-500KCM 2-#1/0(2) 3 1/2"24-500KCM 8-500KCM -(9) 3 1/2"3-#2/0 1-#2/0 1-#62"3-#4 - 1-#81 1/4"3-#2/0 - 1-#6 2"3-#6 - 1-#10 1"3-#1 - 1-#61 1/2"ABCDEFGHIKJLNOPQ10K AICAPT. LOADCENTER120/208V,1Ø, 3W,100A MLO24 SPACE10K AICAPT. LOADCENTER120/208V,1Ø, 3W,100A MLO24 SPACE10K AICAPT. LOADCENTER120/208V,1Ø, 3W,100A MLO24 SPACE10K AICAPT. LOADCENTER120/208V,1Ø, 3W,100A MLO24 SPACE10K AICAPT. LOADCENTER120/208V,1Ø, 3W,100A MLO24 SPACE10K AICAPT. LOADCENTER120/208V,1Ø, 3W,100A MLO24 SPACE10K AICAPT. LOADCENTER120/208V,1Ø, 3W,100A MLO24 SPACE10K AICAPT. LOADCENTER120/208V,1Ø, 3W,100A MLO24 SPACE10K AICAPT. LOADCENTER120/208V,1Ø, 3W,100A MLO24 SPACE10K AICAPT. LOADCENTER120/208V,1Ø, 3W,100A MLO24 SPACE10K AICAPT. LOADCENTER120/208V,1Ø, 3W,100A MLO24 SPACE10K AICAPT. LOADCENTER120/208V,1Ø, 3W,100A MLO24 SPACE10K AICAPT. LOADCENTER120/208V,1Ø, 3W,100A MLO24 SPACE10K AIC112.5KVA480:208Y/120V3PH, 4W112.5KVA480:208Y/120V3PH, 4W112.5KVA480:208Y/120V3PH, 4W112.5KVA480:208Y/120V3PH, 4W112.5KVA480:208Y/120V3PH, 4W112.5KVA480:208Y/120V3PH, 4W1 1/2"1 1/4"3 1/2"(1) SPAREELEV. #2400A/3PTENANTPANELMMI CABLE(REFER TO ELECTRICAL EQUIPMENT ANDCONTROL SCHEDULE FOR SIZING)MI CABLE(REFER TO ELECTRICAL EQUIPMENT ANDCONTROL SCHEDULE FOR SIZING)HVP8A800A/3PTENANT SUB-METERINGTO MEET ALL CODEREQUIREMENTS. SUB-METERING SYSTEM TOBE LISTED ON MOSTRECENT NYS PUBLICSERVICE COMMISIONLISTJBBBHVP8BIDNLFDNLLOLOLOLOLOLOLOHHPBPBPBGBLLPAPBPBPBTENANT SUB-METERINGTO MEET ALL CODEREQUIREMENTS. SUB-METERING SYSTEM TOBE LISTED ON MOSTRECENT NYS PUBLICSERVICE COMMISIONLIST803573SNSEWYORKOFETATSSOIANLEOFPRLICENSEDREENIGNETRASSNEJ.CIREREXCELSIOR°°°°°°°°engineering, p.c.ECPhone: (585)641-7121Fax: (585) 362-4175www.ec4b.com15 Schoen PlaceSuite 300Pittsford, NY 14534REVISIONIt is a violation of New York Education Law Article 145 Sec.7209, for any person, unless acting under thedirection of a licensed professional engineer, architect, or land surveyor, to alter an item in any way. If anitem bearing the seal of an engineer, architect, or land surveyor is altered; the altering engineer, architect,or land surveyor shall affix to the item their seal and notation "altered by" followed by their signature anddate of such alteration, and a specific description of the alteration.NO.PROJECT/CLIENTPROJECT MANAGER:REVIEWED BY:DRAWN BY:ISSUED FORDATE:DRAWING TITLEPROJECT NUMBERSCALE:AS NOTEDDRAWING NUMBERDATENEWMAN DEVELOPMENT GROUPDBKPERMIT ISSUE (07/10/2017)07/10/2017E1.0116162PERMIT07-10-2017ONE-LINE DIAGRAMRSEJSCITY CENTREITHACA, NY1ONE-LINE DIAGRAM ELECTRICAL CONTRACTOR TO SUBMIT MODEL SHOWN OR APPROVED EQUALPROVIDE APPROPRIATE FLANGE KIT FOR GRID OR HARD CEILING AS REQUIRED. VERIFYCEILING TYPE PRIOR TO PURCHASEPLEASE NOTE: EC4B submittal review process for lighting and fixture substitutions:Equivalency of substitute fixtures during the bid process shall be the sole responsibility of the ElectricalContractor and their Lighting Representatives.After bid, Electrical Contractor shall provide basis of design fixture for project unless the followingconditions are met:a. Substitute package shall provide all required information necessary to prove equivalency in TABLE FORMAT for expedient review of equivalency submittals.b. Upon commencement of review, if more than two fixtures are found to be Non-Compliant, the entire package will be rejected.c. All resubmissions will be handled on an hourly basis for review, with retainer provided prior to commencement of resubmission.d. Non-Compliant fixtures will again dictate a rejection of the entire package.Electrical Contractor has a responsibility to the involved parties (Owner/GC/Architect/Engineer) toensure that provided substitute packages are compliant equivalent to the specified fixtures. Lack ofattention to detail and thoroughness will create delays which will be the sole responsibility of saidcontractor.1.2.3.LUMINAIRE SCHEDULE NOTES:PROVIDE ELECTRICAL INTERLOCK KIT ON DISCONNECTSWITCH. PROVIDE 2-#2,1/2"C FROM INTERLOCK TOVFD TO SHUTDOWN THE VFD PRIOR TO OPENING THEDISCONNECT SWITCH.PROVIDE INTERLOCK KIT IN DISCONNECT SWITCH.PROVIDE 2-#2,1/2"C FROM ELEVATOR CONTROLLER TOTHE DISCONNECT SWITCH FOR BATTERY LOWERING.E.C. TO SHALL FURNISH SUPPLY SIDE DUCT SMOKEDETECTOR, M.C. SHALL INSTALL.SINGLE POINT CONNECTION TO DUPLEX PUMPINGSYSTEM.SINGLE POINT CONNECTION TO DOMESTIC BOOSTERPUMP SYSTEM.CONNECT TO NEAREST RECEPTACLE CIRCUIT.CIRCUIT ASSOCIATED HEAT RECOVERY BOXES TONEAREST HOUSE PANEL. PROVIDE (2)20A/2P CIRCUITSPER FLOOR.TIE INTO FIRE ALARM CONTROL PANEL. PROVIDEREMOTE CONTROL STATION IN FIRE COMMANDCENTER.MOTOR RATED SWITCHMANUAL MOTOR STARTERMANUAL MOTOR STARTER WITH RELAYMAGNETIC STARTERCOMBINATION MAGNETIC STARTERVARIABLE FREQUENCY DRIVECOMBINATION TWO SPEED MAGNETIC STARTERCOMBINATION REDUCE VOLTAGE MAGNETIC STARTERDUPLEX CONTROLLER WITH ALTERNATOR CIRCUITPACKAGED CONTROL UNITH-O-A SELECTOR SWITCH IN COVERPILOT LIGHT IN COVERREMOTE START-STOP PUSHBUTTONSFIRE ALARM FAN SHUTDOWNLINE-VOLTAGE THERMOSTAT1.2.3.4.5.6.7.8.9.10.11.12.13.14.15.NOTES:MOTOR STARTER NOTES:A.B.C.D.E.F.G.H.803573SNSEWYORKOFETATSSOIANLEOFPRLICENSEDREENIGNETRASSNEJ.CIREREXCELSIOR°°°°°°°°engineering, p.c.ECPhone: (585)641-7121Fax: (585) 362-4175www.ec4b.com15 Schoen PlaceSuite 300Pittsford, NY 14534REVISIONIt is a violation of New York Education Law Article 145 Sec.7209, for any person, unless acting under thedirection of a licensed professional engineer, architect, or land surveyor, to alter an item in any way. If anitem bearing the seal of an engineer, architect, or land surveyor is altered; the altering engineer, architect,or land surveyor shall affix to the item their seal and notation "altered by" followed by their signature anddate of such alteration, and a specific description of the alteration.NO.PROJECT/CLIENTPROJECT MANAGER:REVIEWED BY:DRAWN BY:ISSUED FORDATE:DRAWING TITLEPROJECT NUMBERSCALE:AS NOTEDDRAWING NUMBERDATENEWMAN DEVELOPMENT GROUPDBKPERMIT ISSUE (07/10/2017)07/10/2017E1.0216162PERMIT07-10-2017SCHEDULESRSEJSCITY CENTREITHACA, NYLUMINAIRE SCHEDULETYPE DESCRIPTION LAMP MOUNTING VOLTAGE MODEL NOTESA VAPOR TIGHT, LED, WALL MOUNTED, CAST ALUMINUM HOUSING, FROSTED GLASSDIFFUSER AND WIRE GUARDLED Wall 277 LITHONIA LIGHTING OLVTWMA4B 4" DOWNLIGHT, LED,2700K LED Recessed 120 BY INTERIOR DESIGNERA4C 4" DOWNLIGHT, LED,2700K LED Recessed 277 BY INTERIOR DESIGNERC2 LED STRIP, SHALLOW FROSTED TUBE, 3.6W/FT, 2700K, 12V 3.6W/FT 277 CALI LIGHTINGLLED8000-LF-3.6W-LED-2.7K-WETCONTRACTOR TO PROVIDE ALL REQUIREDJUMPERS, TRANSFORMERS AND MOUNTINGACCESSORIES AS REQUIREDC4 LED LINE VOLTAGE, MODULAR CHANNEL COVE, 6.1W/FT, 2700K, NON-DIMMABLE 6.1W/FT 120 TIVOLI CVL120-ND-27-PWR CONTRACTOR TO PROVIDE ALL REQUIREDJUMPERS, LEADER CABLES, ANDMOUNTING ACCESSORIES AS REQUIREDC5 LED LINE VOLTAGE, MODULAR ADJUSTABLE COVE, 4.5W/FT, 2700K, NON-DIMMABLE 4.5W/FT 120 ECOSENSE SCIS-LENGTH-27-120-CL CONTRACTOR TO PROVIDE ALL REQUIREDJUMPERS, LEADER CABLES, ANDMOUNTING ACCESSORIES AS REQUIREDCH-1 DECORATIVE CHANDELIERBY INTERIOR DESIGNERCH-2 DECORATIVE CHANDELIER Pendant 277 BY INTERIOR DESIGNERCH-3 DECORATIVE CHANDELIER Pendant 277 BY INTERIOR DESIGNERCH-4 DECORATIVE CHANDELIER Pendant 120 BY INTERIOR DESIGNERCH-5 DECORATIVE CHANDELIER Pendant BY INTERIOR DESIGNERCH-6 DECORATIVE CHANDELIER Pendant BY INTERIOR DESIGNERCH-7 DECORATIVE CHANDELIER Pendant 120 BY INTERIOR DESIGNERCH-20 DECORATIVE CHANDELIER Pendant 277 BY INTERIOR DESIGNERD2A 2" APERTURE DOWNLIGHT, 2700K LED Recessed 120 BY INTERIOR DESIGNERD2B 2" APERTURE DOWNLIGHT, 2700K LED Recessed 120 BY INTERIOR DESIGNERD4A 4" APERTURE DOWNLIGHT, 2700K LED Recessed 120 BY INTERIOR DESIGNERD4B 4" APERTURE DOWNLIGHT, 2700K LED Recessed 120 BY INTERIOR DESIGNERD4C 4" APERTURE DOWNLIGHT, CLEAR, 45 DEGREE BEAM, 2700K, 1000 LUMENS 9W LED Recessed 277 LIGHTOLIERHOUSING:L4R-10-A-E-1-VA/DRIVER:L4R-10-9-27/TRIM: L4R-D-DD4CA 4" APERTURE DOWNLIGHT, CLEAR, 45 DEGREE BEAM, 2700K, 1000 LUMENS 9W LED Recessed 120 LIGHTOLIERHOUSING:L4R-10-A-E-1-VA/DRIVER:L4R-10-9-27/TRIM: L4R-D-DD4D 4" APERTURE DOWNLIGHT, CLEAR, 45 DEGREE BEAM, 2700 LED Recessed 120 BY INTERIOR DESIGNERD4W 4" APERTURE DOWNLIGHT, CLEAR, 45 DEGREE BEAM, 2700K LED Recessed 277 BY INTERIOR DESIGNERD4WA 4" APERTURE DOWNLIGHT, CLEAR, 45 DEGREE BEAM, 2700K LED Recessed 120 BY INTERIOR DESIGNEREM1 WHITE THERMOPLASTIC EMERGENCY LUMINAIRE (2)1.2 WATT Surface 120 LITHONIA CATALOG NO. ELM2-LEDH1 RECESSED PUCK LIGHTING, SATINNICKEL FINISH, REMOTE POWER SUPPLY, 3000K 3.8W LED Recessed 120 JUNO LIGHTING USTLR1-3K-SN CONTRACTOR TO PROVIDE 120VAC TO12VAC TRANSFORMERLA SQUARE PARKING LUMINAIRE, SURFACE MOUNTED, LED,LOW PROFILE, FOUR LIGHTPANELS, 3500K, WITH COVER56W LED Surface 277 LUMARK QD QUADCASTLB 4' LED NARROW WRAP AROUND LUMINAIRE WITH FROST LENS, 3500K, 2400 LUMENS 40W LED Surface 120 LITHONIA FMLWLLC 4' WALL LIGHT,2 LAMP, FLUORESCENT, INTEGRAL OCCUPANCY SENSOR, FROSTEDACRYLIC LENS, 1 LAMP ON/ 1 LAMP SENSORED(2)32W T8 Surface 277 LAMAR LIGHTING VO SERIES MOUNT AT 7'-0" ABOVE LANDINGLD 6" SURFACE, LED DOWNLIGHT, 3000K, J-BOX MOUNTED, DIFFUSE LENS, TRIM COLORBY ARCHITECT12.5W LED 277 HALO SLD6 LEDLE 16"Wx12"D, WALL MOUNTED, EXTERIOR LUMINAIRE, DIE-CAST ALUMINUM HOUSING, 1LIGHT SQUARE, TYPE 4 WIDE DIST., 3000K, 5600 LUMENS59W LED Wall 277 MCGRAW EDISON GALLEON WALLLUMINAIRELF 24" LED, BRONZE, EXTERIOR WALL SCONCE, 2700K, DARK SKY COMPLIANT,FROSTEDGLASS LENS,11W LED Wall 120 HINKLEY ATLANTIS 24" LEDLG 6" APERTURE, RECESSED DOWNLIGHT, 3000K, 1500 LUMENS, IP65 RATED 14W LED Recessed 277 PORTFOLIO LD6BLH LED STRIP, SHALLOW FROSTED TUBE, 3.6W/FT, 2700K, 12V 3.6W/FT Surface 277 CALI LIGHTINGLLED8000-LF-3.6W-LED-2.7K-WETPROVIDE REQUIRED REMOTE POWERSUPPLIES AND MOUNTING ACCESSORIESAS REQUIRED FOR FIXTURE LENGTHSSHOWN.LJ 16" LED, BRONZE, EXTERIOR WALL SCONCE, 2700K, DARK SKY COMPLIANT,FROSTEDGLASS LENS,11W LED Wall 120 HINKLEY ATLANTIS 16"" LEDP1 DECORATIVE PENDANT Pendant 120 BY INTERIOR DESIGNERP2 DECORATIVE PENDANT Pendant 120 BY INTERIOR DESIGNERP3 DECORATIVE PENDANT Pendant 120 BY INTERIOR DESIGNERP4 DECORATIVE PENDANT Pendant 120 BY INTERIOR DESIGNERP5 DECORATIVE PENDANT Pendant 120 BY INTERIOR DESIGNERP6 DECORATIVE PENDANT Pendant 120 BY INTERIOR DESIGNERP7 DECORATIVE PENDANT Pendant 120 BY INTERIOR DESIGNERTA TELESCOPING HEAD, WALL MOUNT, MR16 LED, 36 DEGREE FLOOD, DIMMABLE 75W MR16 MAX 120 TECH LIGHTING 700WMTEL-S TRACK: TECH LIGHTING 700MOA-LENGTH-S,WALL MOUNTEDTB ADJUSTABLE LED TRACK LUMINAIRE, DYNAMIC BEAM ADJUSTABLE, BLACK, 20W,3000K, DIMMABLE20W LED 120 WAC LIGHTING H-2020-930-BK TRACK: WAC LIGHTING HT-LENGTH-BKU1 RECESSED INGRADE UPLIGHT, LED, 40 DEGREE BEAM, REMOTE 24V POWER SUPPLY,0-10V DIMMABLE6W LED Recessed 120 DESIGNPLAN SY2000-F-L-I/WC4020 120-277VAC TO 24VDC POWER SUPLY UNITUFA DECORATIVE SURFACE MOUNT Surface 120 BY INTERIOR DESIGNERUFB 4" APERTURE DOWNLIGHT, 2700K LED Recessed 120 BY INTERIOR DESIGNERUFC 4" APERTURE DOWNLIGHT, 2700K, WET LOCATION LED Recessed 120 BY INTERIOR DESIGNERUFD 2' VANITY LIGHT Surface 120 BY INTERIOR DESIGNERW4A 4" APERTURE, WALL WASH DOWNLIGHT LED Recessed BY INTERIOR DESIGNERWS1 DECORATIVE WALL SCONCE Wall 277 BY INTERIOR DESIGNERX1 WHITE THERMOPLASTIC EXIT SIGN, GREEN LETTERING, LED LED 120 LITHONIA LQMELECTRICAL EQUIPMENT AND CONTROL SCHEDULEEQUIPMENTSUPPLYDISCONNECT SWITCH CONTROLSNOTESNAME LOCATION HP KW KVA MCA PHASE VOLTAGE SOURCE CIRCUIT BREAKER WIRING FROM SOURCE TO CONTROL UNIT WIRING FROM CONTROL UNIT TO EQUIPMENTSWITCHAMPSFUSESIZENEMARATINGCONTROLLERLOCATIONMOTORSTARTER/CONTROLNOTENEMASIZENEMARATINGACCU-3A ROOF 0 25.00 A 1 208 LVHP7/10,12 30A/2P 2-#10 & 1-#10E.G. IN 1/2"C 2-#10 & 1-#10E.G. IN 1/2"C 30A NF 3R AT UNIT 10 - - GACCU-6A ROOF 0 12.80 A 3 480 HVP8A/32,34,36 20A/3P 3-#12 & 1-#12E.G. IN 1/2"C 3-#12 & 1-#12E.G. IN 1/2"C 30A NF 3R AT UNIT 10 - - GACCU-6B ROOF 0 12.80 A 3 480 HVP8A/31,33,35 20A/3P 3-#12 & 1-#12E.G. IN 1/2"C 3-#12 & 1-#12E.G. IN 1/2"C 30A NF 3R AT UNIT 10 - - GACCU-8A ROOF 0 16.40 A 3 480 HVP8A/7,9,11 20A/3P 3-#12 & 1-#12E.G. IN 1/2"C 3-#12 & 1-#12E.G. IN 1/2"C 30A NF 3R AT UNIT 10 - - GACCU-10A ROOF 0 18.40 A 3 480 HVP8B/13,15,17 25A/3P 3-#10 & 1-#10E.G. IN 1/2"C 3-#10 & 1-#10E.G. IN 1/2"C 30A NF 3R AT UNIT 10 - - GACCU-12A ROOF 0 26.40 A 3 480 HVP8B/8,10,12 35A/3P 3-#10 & 1-#10E.G. IN 1/2"C 3-#10 & 1-#10E.G. IN 1/2"C 60A NF 3R AT UNIT 10 - - GACCU-12B ROOF 0 26.40 A 3 480 HVP8B/7,9,11 35A/3P 3-#10 & 1-#10E.G. IN 1/2"C 3-#10 & 1-#10E.G. IN 1/2"C 60A NF 3R AT UNIT 10 - - GACCU-12C ROOF 0 26.40 A 3 480 HVP8B/2,4,6 35A/3P 3-#10 & 1-#10E.G. IN 1/2"C 3-#10 & 1-#10E.G. IN 1/2"C 60A NF 3R AT UNIT 10 - - GACCU-12D ROOF 0 26.40 A 3 480 HVP8B/1,3,5 35A/3P 3-#10 & 1-#10E.G. IN 1/2"C 3-#10 & 1-#10E.G. IN 1/2"C 60A NF 3R AT UNIT 10 - - GACCU-12E ROOF 0 26.40 A 3 480 HVP8A/38,40,42 35A/3P 3-#10 & 1-#10E.G. IN 1/2"C 3-#10 & 1-#10E.G. IN 1/2"C 60A NF 3R AT UNIT 10 - - GACCU-12F ROOF 0 26.40 A 3 480 HVP8A/37,39,41 35A/3P 3-#10 & 1-#10E.G. IN 1/2"C 3-#10 & 1-#10E.G. IN 1/2"C 60A NF 3R AT UNIT 10 - - GACCU-14A ROOF 0 28.50 A 3 480 HVP8B/14,16,18 35A/3P 3-#10 & 1-#10E.G. IN 1/2"C 3-#10 & 1-#10E.G. IN 1/2"C 60A NF 3R AT UNIT 10 - - GACCU-14B ROOF 0 28.50 A 3 480 HVP8B/19,21,23 35A/3P 3-#10 & 1-#10E.G. IN 1/2"C 3-#10 & 1-#10E.G. IN 1/2"C 60A NF 3R AT UNIT 10 - - GACCU-14C ROOF 0 28.50 A 3 480 HVP8B/20,22,24 35A/3P 3-#10 & 1-#10E.G. IN 1/2"C 3-#10 & 1-#10E.G. IN 1/2"C 60A NF 3R AT UNIT 10 - - GACCU-14D ROOF 0 28.50 A 3 480 HVP8B/25,27,29 35A/3P 3-#10 & 1-#10E.G. IN 1/2"C 3-#10 & 1-#10E.G. IN 1/2"C 60A NF 3R AT UNIT 10 - - GACCU-14E ROOF 0 28.50 A 3 480 HVP8B/26,28,30 35A/3P 3-#10 & 1-#10E.G. IN 1/2"C 3-#10 & 1-#10E.G. IN 1/2"C 60A NF 3R AT UNIT 10 - - GACCU-14F ROOF 0 28.50 A 3 480 HVP8B/31,33,35 35A/3P 3-#10 & 1-#10E.G. IN 1/2"C 3-#10 & 1-#10E.G. IN 1/2"C 60A NF 3R AT UNIT 10 - - GACCU-14G ROOF 0 28.50 A 3 480 HVP8B/32,34,36 35A/3P 3-#10 & 1-#10E.G. IN 1/2"C 3-#10 & 1-#10E.G. IN 1/2"C 60A NF 3R AT UNIT 10 - - GACCU-14H ROOF 0 28.50 A 3 480 HVP8A/8,10,12 35A/3P 3-#10 & 1-#10E.G. IN 1/2"C 3-#10 & 1-#10E.G. IN 1/2"C 60A NF 3R AT UNIT 10 - - GACCU-14I ROOF 0 28.50 A 3 480 HVP8A/13,15,17 35A/3P 3-#10 & 1-#10E.G. IN 1/2"C 3-#10 & 1-#10E.G. IN 1/2"C 60A NF 3R AT UNIT 10 - - GACCU-14J ROOF 0 28.50 A 3 480 HVP8A/14,16,18 35A/3P 3-#10 & 1-#10E.G. IN 1/2"C 3-#10 & 1-#10E.G. IN 1/2"C 60A NF 3R AT UNIT 10 - - GACCU-14K ROOF 0 28.50 A 3 480 HVP8A/19,21,23 35A/3P 3-#10 & 1-#10E.G. IN 1/2"C 3-#10 & 1-#10E.G. IN 1/2"C 60A NF 3R AT UNIT 10 - - GACCU-14L ROOF 0 28.50 A 3 480 HVP8A/20,22,24 35A/3P 3-#10 & 1-#10E.G. IN 1/2"C 3-#10 & 1-#10E.G. IN 1/2"C 60A NF 3R AT UNIT 10 - - GACCU-14M ROOF 0 28.50 A 3 480 HVP8A/25,27,29 35A/3P 3-#10 & 1-#10E.G. IN 1/2"C 3-#10 & 1-#10E.G. IN 1/2"C 60A NF 3R AT UNIT 10 - - GACCU-14N ROOF 0 28.50 A 3 480 HVP8A/26,28,30 35A/3P 3-#10 & 1-#10E.G. IN 1/2"C 3-#10 & 1-#10E.G. IN 1/2"C 60A NF 3R AT UNIT 10 - - GACCU-24AA 0 29.65 35.70 A 3 480 HVP8B/37,39,4140A/3P 3-#8 & 1-#10E.G. IN 3/4"C 3-#8 & 1-#10E.G. IN 3/4"C 60A NF 3R AT UNIT 10 - - GACCU-24AB 0 13.6 16.40 A 3 480 HVP8B/38,40,42 20A/3P 3-#12 & 1-#12E.G. IN 1/2"C 3-#12 & 1-#12E.G. IN 1/2"C 30A NF 3R AT UNIT 10 - - GB-1 BOILER ROOM 3 480 SDP1/13,15,17 20A/3P 3-#12 & 1-#12E.G. IN 1/2"C 3-#12 & 1-#12E.G. IN 1/2"C 30A NF 1 AT UNIT 10 - - -B-2 BOILER ROOM 3 480 SDP1/13,15,17 20A/3P 3-#12 & 1-#12E.G. IN 1/2"C 3-#12 & 1-#12E.G. IN 1/2"C 30A NF 1 AT UNIT 10 - - -BP-1 3 480 SDP1/14,16,18 20A/3P 3-#12 & 1-#12E.G. IN 1/2"C 3-#12 & 1-#12E.G. IN 1/2"C 30A NF 1 AT UNIT 5,11,12 1 1 -BP-2 3 480 SDP1/19,21,23 20A/3P 3-#12 & 1-#12E.G. IN 1/2"C 3-#12 & 1-#12E.G. IN 1/2"C 30A NF 1 AT UNIT 5,11,12 1 1 -CFC-05 MULTIPLE 0.25 A 1 208 15A/2P 2-#12 & 1-#12E.G. IN 1/2"C 2-#12 & 1-#12E.G. IN 1/2"C 30A NF 1 AT UNIT 10 - - -CFC-07 1 208 15A/2P 2-#12 & 1-#12E.G. IN 1/2"C 2-#12 & 1-#12E.G. IN 1/2"C 30A NF 1 AT UNIT 10 - - -CFC-09 MULTIPLE 0.25 A 1 208 LVHP1B/11,13 15A/2P 2-#12 & 1-#12E.G. IN 1/2"C 2-#12 & 1-#12E.G. IN 1/2"C 30A NF 1 AT UNIT 10 - - -CFC-12 MULTIPLE 0.25 A 1 208 15A/2P 2-#12 & 1-#12E.G. IN 1/2"C 2-#12 & 1-#12E.G. IN 1/2"C 30A NF 1 AT UNIT 10 - - -CUH-1.5C 1 1 1 120 LVHPG/22 20A/1P 2-#12 & 1-#12E.G. IN 1/2"C 2-#12 & 1-#12E.G. IN 1/2"C - - - AT UNIT 10 - - -DBP-1 32.5 37.83 3 480 SDP1/44,46,48 50A/3P 3-#6 & 1-#10E.G. IN 1"C 3-#6 & 1-#10E.G. IN 1"C - - - AT UNIT 10 - - EDFC-12A SERVICECORRIDOR3.31 A 1 208 LVHP1B/16,18 20A/2P 2-#12 & 1-#12E.G. IN 1/2"C 2-#12 & 1-#12E.G. IN 1/2"C 30A NF 1 AT UNIT 10 - - -DFC-15A MULTIPLE 1.33 A 1 208 LVHP1B/12,14 20A/2P 2-#12 & 1-#12E.G. IN 1/2"C 2-#12 & 1-#12E.G. IN 1/2"C 30A NF 1 AT UNIT 10 - - -DFC-15B MULTIPLE 1.33 A 1 208 LVHP1B/6,8 20A/2P 2-#12 & 1-#12E.G. IN 1/2"C 2-#12 & 1-#12E.G. IN 1/2"C 30A NF 1 AT UNIT 10 - - -DFC-18A MULTIPLE 3.31 A 1 208 LVHP1B/20,22 20A/2P 2-#12 & 1-#12E.G. IN 1/2"C 2-#12 & 1-#12E.G. IN 1/2"C 30A NF 1 AT UNIT 10 - - -DFC-18B MULTIPLE 3.31 A 1 208 LVHP1B/20,22 20A/2P 2-#12 & 1-#12E.G. IN 1/2"C 2-#12 & 1-#12E.G. IN 1/2"C 30A NF 1 AT UNIT 10 - - -DFC-24A MULTIPLE 3.31 A 1 208 LVHP1B/7,9 20A/2P 2-#12 & 1-#12E.G. IN 1/2"C 2-#12 & 1-#12E.G. IN 1/2"C 30A NF 1 AT UNIT 10 - - -DFC-24B MULTIPLE 3.31 A 1 208 LVHP1B/6,8 20A/2P 2-#12 & 1-#12E.G. IN 1/2"C 2-#12 & 1-#12E.G. IN 1/2"C 30A NF 1 AT UNIT 10 - - -DFC-28A MULTIPLE 3.31 A 1 208 LVHP1B/23,25 20A/2P 2-#12 & 1-#12E.G. IN 1/2"C 2-#12 & 1-#12E.G. IN 1/2"C 30A NF 1 AT UNIT 10 - - -DFC-28B MULTIPLE 3.31 A 1 208 LVHP1B/23,25 20A/2P 2-#12 & 1-#12E.G. IN 1/2"C 2-#12 & 1-#12E.G. IN 1/2"C 30A NF 1 AT UNIT 10 - - -DFC-28D MULTIPLE 3.31 A 1 208 LVHP1B/24,26 20A/2P 2-#12 & 1-#12E.G. IN 1/2"C 2-#12 & 1-#12E.G. IN 1/2"C 30A NF 1 AT UNIT 10 - - -DFC-36A MULTIPLE 1.12 A 1 208 LVHP1B/12,14 20A/2P 2-#12 & 1-#12E.G. IN 1/2"C 2-#12 & 1-#12E.G. IN 1/2"C 30A NF 1 AT UNIT 10 - - -DFC-36B MULTIPLE 1.12 A 1 208 LVHP1B/12,14 20A/2P 2-#12 & 1-#12E.G. IN 1/2"C 2-#12 & 1-#12E.G. IN 1/2"C 30A NF 1 AT UNIT 10 - - -DFC-42A MULTIPLE 3.31 A 1 208 LVHP1B/15,17 20A/2P 2-#12 & 1-#12E.G. IN 1/2"C 2-#12 & 1-#12E.G. IN 1/2"C 30A NF 1 AT UNIT 10 - - -DFC-42B MULTIPLE 3.31 A 1 208 LVHP1B/6,8 20A/2P 2-#12 & 1-#12E.G. IN 1/2"C 2-#12 & 1-#12E.G. IN 1/2"C 30A NF 1 AT UNIT 10 - - -DFC-48A MULTIPLE 4.37 A 1 208 LVHP1B/19,21 20A/2P 2-#12 & 1-#12E.G. IN 1/2"C 2-#12 & 1-#12E.G. IN 1/2"C 30A NF 1 AT UNIT 10 - - -DFC-48B MULTIPLE 4.37 A 1 208 LVHP1B/19,21 20A/2P 2-#12 & 1-#12E.G. IN 1/2"C 2-#12 & 1-#12E.G. IN 1/2"C 30A NF 1 AT UNIT 10 - - -DFC-48C MULTIPLE 4.37 A 1 208 LVHP1B/12,14 20A/2P 2-#12 & 1-#12E.G. IN 1/2"C 2-#12 & 1-#12E.G. IN 1/2"C 30A NF 1 AT UNIT 10 - - -DH-1 0 8.00 A 1 120 LVHPG/19 20A/1P 2-#12 & 1-#12E.G. IN 1/2"C 2-#12 & 1-#12E.G. IN 1/2"C - - - AT UNIT 10 - - -EF-1500 KITCHEN 1 3 480 HVHP1/1,3,5 20A/3P 3-#12 & 1-#12E.G. IN 1/2"C 3-#12 & 1-#12E.G. IN 1/2"C 30A NF 1 AT HOOD 3,11,12 0 1 -EF-2500 ROOF 1 3 480 SDP1/43,45,47 20A/3P 3-#12 & 1-#12E.G. IN 1/2"C 3-#12 & 1-#12E.G. IN 1/2"C 30A NF 3R AT UNIT 6,11,12 1 3R A,HEF-3000 ROOF 0.75 0 3 480 SDP1/38,40,42 20A/3P 3-#12 & 1-#12E.G. IN 1/2"C 3-#12 & 1-#12E.G. IN 1/2"C 30A NF 3R AT UNIT 5,11,12 1 3R -EF-3795A 1.5 2.16 3 480 SDP1/26,28,30 20A/3P 3-#12 & 1-#12E.G. IN 1/2"C 3-#12 & 1-#12E.G. IN 1/2"C 30A NF 1 AT UNIT 6,11,12 1 1 AEF-3795B 1.5 2.16 3 480 SDP1/26,28,30 20A/3P 3-#12 & 1-#12E.G. IN 1/2"C 3-#12 & 1-#12E.G. IN 1/2"C 30A NF 1 AT UNIT 6,11,12 1 1 AEF-3795C 1.5 2.16 3 480 SDP1/26,28,30 20A/3P 3-#12 & 1-#12E.G. IN 1/2"C 3-#12 & 1-#12E.G. IN 1/2"C 30A NF 1 AT UNIT 6,11,12 1 1 AEF-3795D 1.5 2.16 3 480 SDP1/31,33,35 20A/3P 3-#12 & 1-#12E.G. IN 1/2"C 3-#12 & 1-#12E.G. IN 1/2"C 30A NF 1 AT UNIT 6,11,12 1 1 AEF-3795E 1.5 2.16 3 480 SDP1/31,33,35 20A/3P 3-#12 & 1-#12E.G. IN 1/2"C 3-#12 & 1-#12E.G. IN 1/2"C 30A NF 1 AT UNIT 6,11,12 1 1 AEF-3795F 1.5 2.16 3 480 SDP1/31,33,35 20A/3P 3-#12 & 1-#12E.G. IN 1/2"C 3-#12 & 1-#12E.G. IN 1/2"C 30A NF 1 AT UNIT 6,11,12 1 1 AELEV 1 7.2 3 480 SDP1/8,10,12 60A/3P S.T. 3-#6 & 1-#10E.G. IN 1"C 3-#6 & 1-#10E.G. IN 1"C 60A 60A 3R AT UNIT 10 - - BELEV 2 7.2 3 480 SDP1/7,9,11 60A/3P S.T. 3-#6 & 1-#10E.G. IN 1"C 3-#6 & 1-#10E.G. IN 1"C 60A 60A 3R AT UNIT 10 - - BESP-1A 0.5 0.98 1 120 LVLS1/11 20A/1P 2-#12 & 1-#12E.G. IN 1/2"C 2-#12 & 1-#12E.G. IN 1/2"C - - - AT UNIT 1,11,12 0 3R -FP-1 75 79.8 3 480 - 4-#1 & 1-#1E.G. MI CABLE 4-#1 & 1-#1E.G. MI CABLE - - - FIRE PUMP CP 10 - - -HRU-1A ROOF 5 45.00 A 3 480 50A/3P 3-#6 & 1-#10E.G. IN 1"C 3-#6 & 1-#10E.G. IN 1"C - - - AT UNIT 10,14 - - A,CHRU-1B ROOF 5 44.00 A 3 480 50A/3P 3-#6 & 1-#10E.G. IN 1"C 3-#6 & 1-#10E.G. IN 1"C - - - AT UNIT 10,14 - - A,CHWH-1A MECH. ROOM 0 1 120 LVLS1/13 20A/1P 2-#12 & 1-#12E.G. IN 1/2"C 2-#12 & 1-#12E.G. IN 1/2"C - - - AT UNIT 1,11,12 0 1 -HWH-1B MECH. ROOM 0 1 120 LVLS1/13 20A/1P 2-#12 & 1-#12E.G. IN 1/2"C 2-#12 & 1-#12E.G. IN 1/2"C - - - AT UNIT 1,11,12 0 1 -HWH-1C MECH. ROOM 0 1 120 LVLS4/5 20A/1P 2-#12 & 1-#12E.G. IN 1/2"C 2-#12 & 1-#12E.G. IN 1/2"C - - - AT UNIT 1,11,12 0 1 -HWH-1D MECH. ROOM 0 1 120 LVLS4/5 20A/1P 2-#12 & 1-#12E.G. IN 1/2"C 2-#12 & 1-#12E.G. IN 1/2"C - - - AT UNIT 1,11,12 0 1 -HWP-1A BOILER ROOM 5 3 480 SDP1/20,22,24 20A/3P 3-#12 & 1-#12E.G. IN 1/2"C 3-#12 & 1-#12E.G. IN 1/2"C - - - AT UNIT 5,11,12 1 1 -HWP-1B BOILER ROOM 5 3 480 SDP1/25,27,29 20A/3P 3-#12 & 1-#12E.G. IN 1/2"C 3-#12 & 1-#12E.G. IN 1/2"C - - - AT UNIT 5,11,12 1 1 -HWRP-1A 1.5 2.2 1 208 LVLS1/14,16 20A/2P 2-#12 & 1-#12E.G. IN 1/2"C 2-#12 & 1-#12E.G. IN 1/2"C - - - AT UNIT 3,11,12 1 1 -HWRP-1B 1.5 2.2 1 208 LVLS4/6,8 20A/2P 2-#12 & 1-#12E.G. IN 1/2"C 2-#12 & 1-#12E.G. IN 1/2"C - - - AT UNIT 3,11,12 1 1 -JP-1 1.5 2.16 3 480 LSDP1/1,3,5 20A/3P 4-#12 & 1-#12E.G. MI CABLE 4-#12 & 1-#12E.G. MI CABLE - - - JP CONTROLPANEL10 - - -SF-1 STAIR 1 WALL 2 3 480 SDP1/32,34,36 20A/3P 3-#12 & 1-#12E.G. IN 1/2"C 3-#12 & 1-#12E.G. IN 1/2"C - - - AT UNIT 6,11,12 - - A,HSF-2 STAIR 2 ROOF 2 0 3 480 SDP1/37,39,41 20A/3P 3-#12 & 1-#12E.G. IN 1/2"C 3-#12 & 1-#12E.G. IN 1/2"C - - - AT UNIT 6,11,12 - - A,HSP-1 3.38 5.18 1 208 LVLS1/17,19 30A/2P 2-#10 & 1-#10E.G. IN 1/2"C 2-#10 & 1-#10E.G. IN 1/2"C - - - AT UNIT 10 - - DUH-1A 0.08 0 1 120 LVHPG/18 20A/1P 2-#12 & 1-#12E.G. IN 1/2"C 2-#12 & 1-#12E.G. IN 1/2"C - - - AT UNIT 10 - - -UH-1B 0.08 0 1 120 LVHP1B/4 20A/1P 2-#12 & 1-#12E.G. IN 1/2"C 2-#12 & 1-#12E.G. IN 1/2"C - - - AT UNIT 10 - - -UH-1C 0.08 0 1 120 LVHP1B/4 20A/1P 2-#12 & 1-#12E.G. IN 1/2"C 2-#12 & 1-#12E.G. IN 1/2"C - - - AT UNIT 10 - - -UH-1D 0.08 0 1 120 LVHPG/20 20A/1P 2-#12 & 1-#12E.G. IN 1/2"C 2-#12 & 1-#12E.G. IN 1/2"C - - - AT UNIT 10 - - -UH-1E 0.08 0 1 120 LVHPG/20 20A/1P 2-#12 & 1-#12E.G. IN 1/2"C 2-#12 & 1-#12E.G. IN 1/2"C - - - AT UNIT 10 - - -UH-1F 0.08 0 1 120 LVHPG/18 20A/1P 2-#12 & 1-#12E.G. IN 1/2"C 2-#12 & 1-#12E.G. IN 1/2"C - - - AT UNIT 10 - - -UH-1G 0.08 0 1 120 LVHPG/18 20A/1P 2-#12 & 1-#12E.G. IN 1/2"C 2-#12 & 1-#12E.G. IN 1/2"C - - - AT UNIT 10 - - -VFC-36C MULTIPLE 1.12 A 1 208 LVHP1B/15,17 20A/2P 2-#12 & 1-#12E.G. IN 1/2"C 2-#12 & 1-#12E.G. IN 1/2"C 30A NF 1 AT UNIT 10 - - -WCUH-1A 0.06 0 1 120 LVHPG/17 20A/1P 2-#12 & 1-#12E.G. IN 1/2"C 2-#12 & 1-#12E.G. IN 1/2"C - - - AT UNIT 10 - - -WCUH-1B 0.06 0 1 120 LVHP1B/5 20A/1P 2-#12 & 1-#12E.G. IN 1/2"C 2-#12 & 1-#12E.G. IN 1/2"C - - - AT UNIT 10 - - -WCUH-1C 0.06 0 1 120 LVHP1B/4 20A/1P 2-#12 & 1-#12E.G. IN 1/2"C 2-#12 & 1-#12E.G. IN 1/2"C - - - AT UNIT 10 - - -WCUH-1D 0.06 0 1 120 LVHPG/20 20A/1P 2-#12 & 1-#12E.G. IN 1/2"C 2-#12 & 1-#12E.G. IN 1/2"C - - - AT UNIT 10 - - -WCUH-1E 0.06 0 1 120 LVHP1B/4 20A/1P 2-#12 & 1-#12E.G. IN 1/2"C 2-#12 & 1-#12E.G. IN 1/2"C - - - AT UNIT 10 - - -WCUH-1F 0.06 0 1 120 LVHP1B/10 20A/1P 2-#12 & 1-#12E.G. IN 1/2"C 2-#12 & 1-#12E.G. IN 1/2"C - - - AT UNIT 10 - - -WCUH-1G 0.06 0 1 120 LVHPG/18 20A/1P 2-#12 & 1-#12E.G. IN 1/2"C 2-#12 & 1-#12E.G. IN 1/2"C - - - AT UNIT 10 - - -WCUH-1H 0.06 0 1 120 LVHPG/18 20A/1P 2-#12 & 1-#12E.G. IN 1/2"C 2-#12 & 1-#12E.G. IN 1/2"C - - - AT UNIT 10 - - -WCUH-1I 0.06 0 1 120 LVHPG/21 20A/1P 2-#12 & 1-#12E.G. IN 1/2"C 2-#12 & 1-#12E.G. IN 1/2"C - - - AT UNIT 10 - - -WCUH-1J 0.06 0 1 120 LVHPG/21 20A/1P 2-#12 & 1-#12E.G. IN 1/2"C 2-#12 & 1-#12E.G. IN 1/2"C - - - AT UNIT 10 - - -WCUH-1K 0.06 0 1 120 LVHPG/21 20A/1P 2-#12 & 1-#12E.G. IN 1/2"C 2-#12 & 1-#12E.G. IN 1/2"C - - - AT UNIT 10 - - -WCUH-1L 0.06 0 1 120 LVHPG/21 20A/1P 2-#12 & 1-#12E.G. IN 1/2"C 2-#12 & 1-#12E.G. IN 1/2"C - - - AT UNIT 10 - - -WCUH-1M 0.06 0 1 120 LVHPG/21 20A/1P 2-#12 & 1-#12E.G. IN 1/2"C 2-#12 & 1-#12E.G. IN 1/2"C - - - AT UNIT 10 - - -WFCU-1G 0.06 0 1 120 LVHP1B/10 20A/1P 2-#12 & 1-#12E.G. IN 1/2"C 2-#12 & 1-#12E.G. IN 1/2"C - - - AT UNIT 10 - - -HVP8AHVP8A 803573SNSEWYORKOFETATSSOIANLEOFPRLICENSEDREENIGNETRASSNEJ.CIREREXCELSIOR°°°°°°°°engineering, p.c.ECPhone: (585)641-7121Fax: (585) 362-4175www.ec4b.com15 Schoen PlaceSuite 300Pittsford, NY 14534REVISIONIt is a violation of New York Education Law Article 145 Sec.7209, for any person, unless acting under thedirection of a licensed professional engineer, architect, or land surveyor, to alter an item in any way. If anitem bearing the seal of an engineer, architect, or land surveyor is altered; the altering engineer, architect,or land surveyor shall affix to the item their seal and notation "altered by" followed by their signature anddate of such alteration, and a specific description of the alteration.NO.PROJECT/CLIENTPROJECT MANAGER:REVIEWED BY:DRAWN BY:ISSUED FORDATE:DRAWING TITLEPROJECT NUMBERSCALE:AS NOTEDDRAWING NUMBERDATENEWMAN DEVELOPMENT GROUPDBKPERMIT ISSUE (07/10/2017)07/10/2017E1.0316162PERMIT07-10-2017PANEL SCHEDULESRSEJSCITY CENTREITHACA, NYNOTES:Power 34.22 64.61% 22.11TOTAL EST. DEMAND...127.83 AOther 81.77 100.00% 81.77TOTAL CONN....142.53 ALighting 1.08 90.00% 0.97TOTAL EST. DEMAND:106.28HVAC 1.43 100.00% 1.43TOTAL CONN. LOAD:118.49LOAD CLASSIFICATION CONNECTED... DEMAND FACTOR ESTIMATED... PANEL TOTALSTOTAL AMPS:143.07 A 134.53 A 152.45 ATOTAL LOAD:39.32 37.27 41.91MDP41MDP42MDP39MDP40MDP37MDP38MDP35MDP36MDP33MDP34MDP31MDP32MDP29 0MDP30MDP27 0MDP28MDP25TEN-4 400 A 30MDP26MDP23 0 0 MDP24MDP21 0 0 MDP22MDP19TEN-2 400 A 3003400 A TEN-3MDP20MDP17 0MDP18MDP15 0MDP16MDP13TEN-1 400 A 30MDP14MDP11 7.92 11.16 MDP12MDP9 5.69 6.48 MDP10MDP7ATS-LS 100 A 39.09 6.043 225 A HVHP1MDP8MDP5 0.51 22.33 MDP6MDP3 2.77 22.33 MDP4MDP1HVHPG 225 A 31.86 22.333400 A ATS-SBMDP2CKT DESCRIPTION TRIP POLESABCABCPOLES TRIP DESCRIPTION CKTMDP Space 15 3000.00 A/ 3 4 480/277 Wye Floor 65KAIC QED2Section5NAME LOCATION SOURCE RATING (AMPS) PHASE WIRE VOLTAGE MOUNTINGULLISTINGINT....DESIGNMAKESQ-DNEMATYPE200% NEUTRAL HINGED TRIM FEED THRU LUGS ISOLAT. GND BUSSE RATEDXCOMPUTER GRADE SUB FEED BRK. COLUMN WIDTHPANELBOARD SCHEDULENOTES:NOTES:Power 23.18 71.57% 16.59TOTAL EST. DEMAND...20.56 AOther 0.5 100.00% 0.5TOTAL CONN....28.48 ALighting 0 0.00% 0TOTAL EST. DEMAND:17.09HVAC 0 0.00% 0TOTAL CONN. LOAD:23.68LOAD CLASSIFICATION CONNECTED... DEMAND FACTOR ESTIMATED... PANEL TOTALSTOTAL AMPS:21.81 A 23.64 A 40.53 ATOTAL LOAD:6.04 6.48 11.16HVHP1/41HVHP1/42HVHP1/39HVHP1/40HVHP1/37HVHP1/38HVHP1/35HVHP1/36HVHP1/33HVHP1/34HVHP1/31HVHP1/32HVHP1/29HVHP1/30HVHP1/27HVHP1/28HVHP1/25HVHP1/26HVHP1/23HVHP1/24HVHP1/21HVHP1/22HVHP1/19HVHP1/20HVHP1/17HVHP1/18HVHP1/15HVHP1/16HVHP1/13HVHP1/14HVHP1/11HVHP1/12HVHP1/9 EXTERIOR HV LTS 20 A 1 0 0 1 20 A EXTERIOR COVE LTS HVHP1/10HVHP1/7 CAR PORT LTS 20 A 1 0 0 1 20 A PATIO LTS HVHP1/8HVHP1/5 0 11.16 HVHP1/6HVHP1/3 0 6.48 HVHP1/4HVHP1/1EF-1500 20 A 306.043 70 A T-HP1HVHP1/2CKT DESCRIPTION TRIP POLESABCABCPOLES TRIP DESCRIPTION CKTHVHP1 Space 330 MDP 225.00 A/MLO 3 4 480/277 Wye Surface 18KAIC NF Type 1NAME LOCATION SOURCE RATING (AMPS) PHASE WIRE VOLTAGE MOUNTINGULLISTINGINT....DESIGNMAKESQ-DNEMATYPE200% NEUTRAL HINGED TRIMXFEED THRU LUGS ISOLAT. GND BUSSE RATED COMPUTER GRADE SUB FEED BRK. COLUMN WIDTHPANELBOARD SCHEDULENOTES:NOTES:TOTAL EST. DEMAND...7.62 APower 5.04 100.00% 5.04TOTAL CONN....7.79 AOther 0 0.00% 0TOTAL EST. DEMAND:6.34Lighting 1.44 90.00% 1.3TOTAL CONN. LOAD:6.48LOAD CLASSIFICATION CONNECTED... DEMAND FACTOR ESTIMATED... PANEL TOTALSTOTAL AMPS:6.50 A 10.40 A 6.50 ATOTAL LOAD:1.8 2.88 1.8HVHP4/41HVHP4/42HVHP4/39HVHP4/40HVHP4/37HVHP4/38HVHP4/35HVHP4/36HVHP4/33HVHP4/34HVHP4/31HVHP4/32HVHP4/29HVHP4/30HVHP4/27HVHP4/28HVHP4/25HVHP4/26HVHP4/23HVHP4/24HVHP4/21HVHP4/22HVHP4/19HVHP4/20HVHP4/17HVHP4/18HVHP4/15HVHP4/16HVHP4/13HVHP4/14HVHP4/11HVHP4/12HVHP4/9 5TH FLR LOBBY LTS 20 A 1 0.18HVHP4/10HVHP4/7 5TH FLR CORR. LTS 20 A 1 0.18 1.26 HVHP4/8HVHP4/5 3RD FLR LOBBY LTS 20 A 1 0.18 1.62 HVHP4/6HVHP4/3 4TH FLR LOBBY LTS 20 A 1 0.18 2.523 50 A T-HP4HVHP4/4HVHP4/1 3RD FLR CORR. LTS 20 A 1 0.18 0.18 1 20 A 4TH FLR CORR. LTS HVHP4/2CKT DESCRIPTION TRIP POLESABCABCPOLES TRIP DESCRIPTION CKTHVHP4 Space 120 BUS DUCT 100.00 A/MLO 3 4 480/277 Wye Surface 18KAIC NF Type 1NAME LOCATION SOURCE RATING (AMPS) PHASE WIRE VOLTAGE MOUNTINGULLISTINGINT....DESIGNMAKESQ-DNEMATYPE200% NEUTRAL HINGED TRIMXFEED THRU LUGS ISOLAT. GND BUSSE RATED COMPUTER GRADE SUB FEED BRK. COLUMN WIDTHPANELBOARD SCHEDULENOTES:NOTES:Power 7.74 100.00% 7.74TOTAL EST. DEMAND...10.48 AOther 0 0.00% 0TOTAL CONN....10.61 ALighting 1.08 90.00% 0.97TOTAL EST. DEMAND:8.71HVAC 0 0.00% 0TOTAL CONN. LOAD:8.82LOAD CLASSIFICATION CONNECTED... DEMAND FACTOR ESTIMATED... PANEL TOTALSTOTAL AMPS:9.60 A 5.85 A 17.40 ATOTAL LOAD:2.52 1.62 4.68HVHP7/41HVHP7/42HVHP7/39HVHP7/40HVHP7/37HVHP7/38HVHP7/35HVHP7/36HVHP7/33HVHP7/34HVHP7/31HVHP7/32HVHP7/29HVHP7/30HVHP7/27HVHP7/28HVHP7/25HVHP7/26HVHP7/23HVHP7/24HVHP7/21HVHP7/22HVHP7/19HVHP7/20HVHP7/17HVHP7/18HVHP7/15HVHP7/16HVHP7/13HVHP7/14HVHP7/11HVHP7/12HVHP7/9 1.44HVHP7/10HVHP7/7 2.16 0 1 20 A 8TH FLR CORR. LTS HVHP7/8HVHP7/5T-HP7 50 A 34.5 0.18 1 20 A 7TH FLR LOBBY LTS HVHP7/6HVHP7/3 7TH FLR CORR. LTS 20 A 1 0.18 0 1 20 A 8TH FLR LOBBY LTS HVHP7/4HVHP7/1 6TH FLR CORR. LTS 20 A 1 0.18 0.18 1 20 A 6TH FLR LOBBY LTS HVHP7/2CKT DESCRIPTION TRIP POLESABCABCPOLES TRIP DESCRIPTION CKTHVHP7ELEC. / TELE.703MBUS DUCT 100.00 A/MLO 3 4 480/277 Wye Surface 18KAIC NF Type 1NAME LOCATION SOURCE RATING (AMPS) PHASE WIRE VOLTAGE MOUNTINGULLISTINGINT....DESIGNMAKESQ-DNEMATYPE200% NEUTRAL HINGED TRIMXFEED THRU LUGS ISOLAT. GND BUSSE RATED COMPUTER GRADE SUB FEED BRK. COLUMN WIDTHPANELBOARD SCHEDULENOTES:NOTES:Power 4.14 100.00% 4.14TOTAL EST. DEMAND...6.18 AOther 1 100.00% 1TOTAL CONN....6.18 ALighting 0 0.00% 0TOTAL EST. DEMAND:5.14HVAC 0 0.00% 0TOTAL CONN. LOAD:5.14LOAD CLASSIFICATION CONNECTED... DEMAND FACTOR ESTIMATED... PANEL TOTALSTOTAL AMPS:7.47 A 10.75 A 1.84 ATOTAL LOAD:1.86 2.77 0.51HVHPG/41HVHPG/42HVHPG/39HVHPG/40HVHPG/37HVHPG/38HVHPG/35HVHPG/36HVHPG/33HVHPG/34HVHPG/31HVHPG/32HVHPG/29HVHPG/30HVHPG/27HVHPG/28HVHPG/25HVHPG/26HVHPG/23HVHPG/24HVHPG/21HVHPG/22HVHPG/19HVHPG/20HVHPG/17HVHPG/18HVHPG/15HVHPG/16HVHPG/13HVHPG/14HVHPG/11HVHPG/12HVHPG/9HVHPG/10HVHPG/7HVHPG/8HVHPG/5 0.51HVHPG/6HVHPG/3 2.77 0 1 20 A ELEV PIT LTS HVHPG/4HVHPG/1T-HPG 70 A 31.86 0 1 20 A GARAGE LTS HVHPG/2CKT DESCRIPTION TRIP POLESABCABCPOLES TRIP DESCRIPTION CKTHVHPG Space 13 MDP 225.00 A/MLO 3 4 480/277 Wye Surface 18KAIC NF Type 1NAME LOCATION SOURCE RATING (AMPS) PHASE WIRE VOLTAGE MOUNTINGULLISTINGINT....DESIGNMAKESQ-DNEMATYPE200% NEUTRAL HINGED TRIMXFEED THRU LUGS ISOLAT. GND BUSSE RATED COMPUTER GRADE SUB FEED BRK. COLUMN WIDTHPANELBOARD SCHEDULENOTES:NOTES:Power 4.14 100.00% 4.14TOTAL EST. DEMAND...14.27 AOther 1 100.00% 1TOTAL CONN....14.27 ALighting 0 0.00% 0TOTAL EST. DEMAND:5.14HVAC 0 0.00% 0TOTAL CONN. LOAD:5.14LOAD CLASSIFICATION CONNECTED... DEMAND FACTOR ESTIMATED... PANEL TOTALSTOTAL AMPS:17.23 A 24.81 A 4.25 ATOTAL LOAD:1.86 2.77 0.51LVHPG/41LVHPG/42LVHPG/39LVHPG/40LVHPG/37LVHPG/38LVHPG/35LVHPG/36LVHPG/33LVHPG/34LVHPG/31LVHPG/32LVHPG/29LVHPG/30LVHPG/27LVHPG/28LVHPG/25LVHPG/26LVHPG/23 GARAGE STOR. LTS 20 A 1 0LVHPG/24LVHPG/21 WCUH-1I,J,K,L 20 A 1 0 1 1 20 A CUH-1.5C LVHPG/22LVHPG/19 DH-1 20 A 1 0 0 1 20 A UH-1D,1E, WCUH-1D LVHPG/20LVHPG/17 WCUH-1A 20 A 1 0 0 1 20 A UH-1A,1G,1F, WCUH-1H LVHPG/18LVHPG/15 MECH RCPT 20 A 1 0.54 0.36 1 20 A ELECT RM RCPT LVHPG/16LVHPG/13 WATER SERV, EXT RCPT 20 A 1 0.54 0.54 1 20 A STAIR 2 HALL RCPT LVHPG/14LVHPG/11 ELEV PIT RCPT 20 A 1 0.18 0.18 1 20 A ELEV PIT RCPT LVHPG/12LVHPG/9 BIKE STOR RCPT 20 A 1 0.54 0.09 LVHPG/10LVHPG/7 0.09 0.092 40 A CAR CHARGERLVHPG/8LVHPG/5CAR CHARGER 40 A 20.09 0.06 LVHPG/6LVHPG/3 OVERHEAD DOOR 20 A 1 0.18 0.06 LVHPG/4LVHPG/1 LVEL B1 RCPT 20 A 1 0.54 0.063 40 A TRASH COMPACTORLVHPG/2CKT DESCRIPTION TRIP POLESABCABCPOLES TRIP DESCRIPTION CKTLVHPG Space 13 T-HPG 225.00 A/MCB 3 4 120/208 Wye Surface 22KAIC NQOD Type 1NAME LOCATION SOURCE RATING (AMPS) PHASE WIRE VOLTAGE MOUNTINGULLISTINGINT....DESIGNMAKESQ-DNEMATYPE200% NEUTRAL HINGED TRIMXFEED THRU LUGS ISOLAT. GND BUSSE RATED COMPUTER GRADE SUB FEED BRK. COLUMN WIDTHPANELBOARD SCHEDULENOTES:NOTES:TOTAL EST. DEMAND...45.36 ATOTAL CONN....62.95 ATOTAL EST. DEMAND:16.34Power 22.68 72.05% 16.34TOTAL CONN. LOAD:22.68LOAD CLASSIFICATION CONNECTED... DEMAND FACTOR ESTIMATED... PANEL TOTALSTOTAL AMPS:42.00 A 55.85 A 94.85 ATOTAL LOAD:5.04 6.48 11.16LVHP1A/41 CLUB RM FLR BOX 20 A 1 0.72 0.54 1 20 A CLUB, EXT RCPT LVHP1A/42LVHP1A/39 ICE MAKER 20 A 1 0.18 0.54 1 20 A CLUB RM RCPT LVHP1A/40LVHP1A/37 GARBAGE DISPOSAL 20 A 1 0.18 0.18 1 20 A DISHWASHER LVHP1A/38LVHP1A/35 MICROWAVE 20 A 1 0.18 0.72 1 20 A ENT,CLUB RCPT LVHP1A/36LVHP1A/33 REFRIGERATOR 20 A 1 0.18 0.18 1 20 A COFFEE MAKER LVHP1A/34LVHP1A/31 GAS RANGE 20 A 1 0.18 0.18 1 20 A FIRE PLACE LVHP1A/32LVHP1A/29 ENTERTAINMENT RCPT 20 A 1 0.72 0.18 1 20 A ENTERTAINMENT RCPT LVHP1A/30LVHP1A/27 WINE COOLER 20 A 1 0.18 0.18 1 20 A WINE COOLER LVHP1A/28LVHP1A/25 ENTERTAINMENT RCPT 20 A 1 0.54 0.9 1 20 A ENTERTAINMENT RCPT LVHP1A/26LVHP1A/23 CORRIDOR RCPT 20 A 1 1.08 0.9 1 20 A LUXOR, PACK RM RCPT LVHP1A/24LVHP1A/21 MANAGER RCPT 20 A 1 1.44 0.54 1 20 A ENTRY RCPT LVHP1A/22LVHP1A/19 CONF RCPT 20 A 1 0.54 0.54 1 20 A CONF RCPT LVHP1A/20LVHP1A/17 E-LOUNGE RCPT 20 A 1 1.08 0.9 1 20 A E-LOUNGE RCPT LVHP1A/18LVHP1A/15 FITNESS RCPT 20 A 1 0.9 0.9 1 20 A P-90X RCPT LVHP1A/16LVHP1A/13 ELECTRIC WATER COOLER 20 A 1 0.18 0.18 1 20 A FILLER STATION LVHP1A/14LVHP1A/11 STUDY RCPT 20 A 1 1.08 1.08 1 20 A RESTROOM RCPT LVHP1A/12LVHP1A/9 MAIN TELECOM RCPT 20 A 1 0.54LVHP1A/10LVHP1A/7 SERVICE CORR. RCPT 20 A 1 0.36 0.36 1 20 A STOR B101 RCPT LVHP1A/8LVHP1A/5 CORRIDOR RCPT 20 A 1 1.44 0.54 1 20 A DOG WASH RCPT LVHP1A/6LVHP1A/3 TENANT 3 TEMP RCPT 20 A 1 0.36 0.36 1 20 A TENANT 4 TEMP RCPT LVHP1A/4LVHP1A/1 TENANT 1 TEMP RCPT 20 A 1 0.36 0.36 1 20 A TENANT 2 TEMP RCPT LVHP1A/2CKT DESCRIPTION TRIP POLESABCABCPOLES TRIP DESCRIPTION CKTLVHP1A Space 330 T-HP1 225.00 A/MCB 3 4 120/208 Wye Surface 22KAIC NQOD Type 1NAME LOCATION SOURCE RATING (AMPS) PHASE WIRE VOLTAGE MOUNTINGULLISTINGINT....DESIGNMAKESQ-DNEMATYPE200% NEUTRAL HINGED TRIMXFEED THRU LUGSXISOLAT. GND BUSSE RATED COMPUTER GRADE SUB FEED BRK. COLUMN WIDTHPANELBOARD SCHEDULENOTES:NOTES:Power 0.5 100.00% 0.5TOTAL EST. DEMAND...2.78 AOther 0.5 100.00% 0.5TOTAL CONN....2.78 ALighting 0 0.00% 0TOTAL EST. DEMAND:1HVAC 0 0.00% 0TOTAL CONN. LOAD:1LOAD CLASSIFICATION CONNECTED... DEMAND FACTOR ESTIMATED... PANEL TOTALSTOTAL AMPS:8.33 A 0.00 A 0.00 ATOTAL LOAD:100LVHP1B/41LVHP1B/42LVHP1B/39LVHP1B/40LVHP1B/37LVHP1B/38LVHP1B/35LVHP1B/36LVHP1B/33LVHP1B/34LVHP1B/31LVHP1B/32LVHP1B/29LVHP1B/30LVHP1B/27 ELEC RM LTS 20 A 1 0LVHP1B/28LVHP1B/25 0 0 LVHP1B/26LVHP1B/23DFC-28A,28B 20 A 2002 20 A DFC-28C,28DLVHP1B/24LVHP1B/21 0 0 LVHP1B/22LVHP1B/19DFC-48A,48B 20 A 2002 20 A DFC-18A,18BLVHP1B/20LVHP1B/17 0 0 LVHP1B/18LVHP1B/15DFC-42A,VFC-36C 20 A 2002 20 A DFC-12ALVHP1B/16LVHP1B/13 0 0 LVHP1B/14LVHP1B/11CFC-12 OFFICE, 1ST FLCFC-0920 A 2002 20 A DFC-15A,48C,36A,36BLVHP1B/12LVHP1B/9 0 0 1 20 A WCUH-1F,1G LVHP1B/10LVHP1B/7DFC-24A,CFC-12 FIRECOMM, CFC-12 LOBBY20 A 200 LVHP1B/8LVHP1B/5 WCUH-1B 20 A 1 0 02 20 A DFC-15B,24B,42BLVHP1B/6LVHP1B/3 EXTERIOR LV LTS 20 A 1 0 0 1 20 A UH-1B,1C, WCUH-1C,1E LVHP1B/4LVHP1B/1 HOOD LIGHTS 20 A 1 0.5 0.5 1 20 A FIRE SUPPRESSION LVHP1B/2CKT DESCRIPTION TRIP POLESABCABCPOLES TRIP DESCRIPTION CKTLVHP1B Space 330 T-HP1 225.00 A/ 3 4 120/208 Wye Surface 22KAIC NQOD Type 1NAME LOCATION SOURCE RATING (AMPS) PHASE WIRE VOLTAGE MOUNTINGULLISTINGINT....DESIGNMAKESQ-DNEMATYPE200% NEUTRAL HINGED TRIMXFEED THRU LUGS ISOLAT. GND BUSSE RATED COMPUTER GRADE SUB FEED BRK. COLUMN WIDTHPANELBOARD SCHEDULENOTES:NOTES:TOTAL EST. DEMAND...13.99 APower 5.04 100.00% 5.04TOTAL CONN....13.99 AOther 0 0.00% 0TOTAL EST. DEMAND:5.04Lighting 0 0.00% 0TOTAL CONN. LOAD:5.04LOAD CLASSIFICATION CONNECTED... DEMAND FACTOR ESTIMATED... PANEL TOTALSTOTAL AMPS:29.65 A 11.65 A 3.00 ATOTAL LOAD:3.42 1.26 0.36LVHP2/41LVHP2/42LVHP2/39LVHP2/40LVHP2/37LVHP2/38LVHP2/35LVHP2/36LVHP2/33LVHP2/34LVHP2/31LVHP2/32LVHP2/29LVHP2/30LVHP2/27LVHP2/28LVHP2/25LVHP2/26LVHP2/23LVHP2/24LVHP2/21LVHP2/22LVHP2/19LVHP2/20LVHP2/17LVHP2/18LVHP2/15LVHP2/16LVHP2/13LVHP2/14LVHP2/11 3RD FLR ELEC RM RCPT 20 A 1 0.36LVHP2/12LVHP2/9 0 0.9 1 20 A 3RD FLR CORR. RCPT 2 LVHP2/10LVHP2/7CFC-12 LOBBY 20 A 20 1.26 1 20 A 3RD FLR CORR. RCPT 1 LVHP2/8LVHP2/5 2ND FLR CORR. LTS 20 A 1 0LVHP2/6LVHP2/3 2ND FLR ELEC RM RCPT 20 A 1 0.36LVHP2/4LVHP2/1 2ND FLR CORR. RCPT 1 20 A 1 1.26 0.9 1 20 A 2ND FLR CORR. RCPT 2 LVHP2/2CKT DESCRIPTION TRIP POLESABCABCPOLES TRIP DESCRIPTION CKTLVHP2 Space 58 T-HP2 100.00 A/MCB 3 4 120/208 Wye Surface 10KAIC NQOD Type 1NAME LOCATION SOURCE RATING (AMPS) PHASE WIRE VOLTAGE MOUNTINGULLISTINGINT....DESIGNMAKESQ-DNEMATYPE200% NEUTRAL HINGED TRIMXFEED THRU LUGS ISOLAT. GND BUSSE RATED COMPUTER GRADE SUB FEED BRK. COLUMN WIDTHPANELBOARD SCHEDULENOTES: 803573SNSEWYORKOFETATSSOIANLEOFPRLICENSEDREENIGNETRASSNEJ.CIREREXCELSIOR°°°°°°°°engineering, p.c.ECPhone: (585)641-7121Fax: (585) 362-4175www.ec4b.com15 Schoen PlaceSuite 300Pittsford, NY 14534REVISIONIt is a violation of New York Education Law Article 145 Sec.7209, for any person, unless acting under thedirection of a licensed professional engineer, architect, or land surveyor, to alter an item in any way. If anitem bearing the seal of an engineer, architect, or land surveyor is altered; the altering engineer, architect,or land surveyor shall affix to the item their seal and notation "altered by" followed by their signature anddate of such alteration, and a specific description of the alteration.NO.PROJECT/CLIENTPROJECT MANAGER:REVIEWED BY:DRAWN BY:ISSUED FORDATE:DRAWING TITLEPROJECT NUMBERSCALE:AS NOTEDDRAWING NUMBERDATENEWMAN DEVELOPMENT GROUPDBKPERMIT ISSUE (07/10/2017)07/10/2017E1.0416162PERMIT07-10-2017PANEL SCHEDULESAuthorCheckerCITY CENTREITHACA, NYNOTES:TOTAL EST. DEMAND...14.89 APower 5.04 100.00% 5.04TOTAL CONN....14.99 AOther 0 0.00% 0TOTAL EST. DEMAND:5.36Lighting 0.36 90.00% 0.32TOTAL CONN. LOAD:5.4LOAD CLASSIFICATION CONNECTED... DEMAND FACTOR ESTIMATED... PANEL TOTALSTOTAL AMPS:21.46 A 13.96 A 10.50 ATOTAL LOAD:2.52 1.62 1.26LVHP4/41LVHP4/42LVHP4/39LVHP4/40LVHP4/37LVHP4/38LVHP4/35LVHP4/36LVHP4/33LVHP4/34LVHP4/31LVHP4/32LVHP4/29LVHP4/30LVHP4/27LVHP4/28LVHP4/25LVHP4/26LVHP4/23LVHP4/24LVHP4/21 0LVHP4/22LVHP4/19CFC-12 3/4/5 LOBBY 20 A 20LVHP4/20LVHP4/17LVHP4/18LVHP4/15LVHP4/16LVHP4/13 4TH FLR STOR. LTS 20 A 1 0.18 0.18 1 20 A 4TH FLR STOR. LTS LVHP4/14LVHP4/11LVHP4/12LVHP4/9 5TH FLR ELEC RM RCPT 20 A 1 0.36LVHP4/10LVHP4/7 5TH FLR CORR. RCPT 1 20 A 1 1.26 0.9 1 20 A 5TH FLR CORR. RCPT 2 LVHP4/8LVHP4/5 4TH FLR CORR. RCPT 2 20 A 1 0.9 0.36 1 20 A 4TH FLR ELEC RM RCPT LVHP4/6LVHP4/31.26 1 20 A 4TH FLR CORR. RCPT 1 LVHP4/4LVHP4/1LVHP4/2CKT DESCRIPTION TRIP POLESABCABCPOLES TRIP DESCRIPTION CKTLVHP4 Space 120 T-HP4 100.00 A/MCB 3 4 120/208 Wye Surface 10KAIC NQOD Type 1NAME LOCATION SOURCE RATING (AMPS) PHASE WIRE VOLTAGE MOUNTINGULLISTINGINT....DESIGNMAKESQ-DNEMATYPE200% NEUTRAL HINGED TRIMXFEED THRU LUGS ISOLAT. GND BUSSE RATED COMPUTER GRADE SUB FEED BRK. COLUMN WIDTHPANELBOARD SCHEDULENOTES:NOTES:Power 7.74 100.00% 7.74TOTAL EST. DEMAND...22.38 AOther 0 0.00% 0TOTAL CONN....22.48 ALighting 0.36 90.00% 0.32TOTAL EST. DEMAND:8.06HVAC 0 0.00% 0TOTAL CONN. LOAD:8.1LOAD CLASSIFICATION CONNECTED... DEMAND FACTOR ESTIMATED... PANEL TOTALSTOTAL AMPS:38.42 A 18.92 A 12.00 ATOTAL LOAD:4.5 2.16 1.44LVHP7/41LVHP7/42LVHP7/39LVHP7/40LVHP7/37LVHP7/38LVHP7/35LVHP7/36LVHP7/33LVHP7/34LVHP7/31LVHP7/32LVHP7/29LVHP7/30LVHP7/27LVHP7/28LVHP7/25LVHP7/26LVHP7/23 0LVHP7/24LVHP7/21CFC-12 6,7,8 LOBBY 20 A 20LVHP7/22LVHP7/190 1 20 A 8TH FLR EXTERIOR LTS LVHP7/20LVHP7/170 1 20 A 8TH FLR STOR. LTS LVHP7/18LVHP7/15 7TH FLR STOR. LTS 20 A 1 0.18LVHP7/16LVHP7/130.18 1 20 A 6TH FLR STOR. LTS LVHP7/14LVHP7/11 Power Space 267 20 A 1 0.18 0 LVHP7/12LVHP7/9 8TH FLR ELEC RM RCPT 20 A 1 0.36 02 30 A ACCU-3ALVHP7/10LVHP7/7 8TH FLR CORR. RCPT 1 20 A 1 1.26 0.9 1 20 A 8TH FLR CORR. RCPT 2 LVHP7/8LVHP7/5 7TH FLR CORR. RCPT 2 20 A 1 0.9 0.36 1 20 A 7TH FLR ELEC RM RCPT LVHP7/6LVHP7/3 6TH FLR ELEC RM RCPT 20 A 1 0.36 1.26 1 20 A 7TH FLR CORR. RCPT 1 LVHP7/4LVHP7/1 6TH FLR CORR. RCPT 1 20 A 1 1.26 0.9 1 20 A 6TH FLR CORR. RCPT 2 LVHP7/2CKT DESCRIPTION TRIP POLESABCABCPOLES TRIP DESCRIPTION CKTLVHP7ELEC. / TELE.703MT-HP7 100.00 A/MCB 3 4 120/208 Wye Surface 10KAIC NQOD Type 1NAME LOCATION SOURCE RATING (AMPS) PHASE WIRE VOLTAGE MOUNTINGULLISTINGINT....DESIGNMAKESQ-DNEMATYPE200% NEUTRAL HINGED TRIMXFEED THRU LUGS ISOLAT. GND BUSSE RATED COMPUTER GRADE SUB FEED BRK. COLUMN WIDTHPANELBOARD SCHEDULENOTES:NOTES:Power 6.9 100.00% 6.9TOTAL EST. DEMAND...107.73 AOther 80.27 100.00% 80.27TOTAL CONN....107.86 ALighting 1.08 90.00% 0.97TOTAL EST. DEMAND:89.57HVAC 1.43 100.00% 1.43TOTAL CONN. LOAD:89.67LOAD CLASSIFICATION CONNECTED... DEMAND FACTOR ESTIMATED... PANEL TOTALSTOTAL AMPS:114.65 A 101.14 A 110.42 ATOTAL LOAD:31.42 28.02 30.24GENDP/41 SPACE -- -- 0 0 -- -- SPACE GENDP/42GENDP/39 SPACE -- -- 0 0 -- -- SPACE GENDP/40GENDP/37 SPACE -- -- 0 0 -- -- SPACE GENDP/38GENDP/35 SPACE -- -- 0 0 -- -- SPACE GENDP/36GENDP/33 SPACE -- -- 0 0 -- -- SPACE GENDP/34GENDP/31 SPACE -- -- 0 0 -- -- SPACE GENDP/32GENDP/29 SPACE -- -- 0 0 -- -- SPACE GENDP/30GENDP/27 SPACE -- -- 0 0 -- -- SPACE GENDP/28GENDP/25 SPACE -- -- 0 0 -- -- SPACE GENDP/26GENDP/23 SPACE -- -- 0 0 -- -- SPACE GENDP/24GENDP/21 SPACE -- -- 0 0 -- -- SPACE GENDP/22GENDP/19 SPACE -- -- 0 0 -- -- SPACE GENDP/20GENDP/17 SPACE -- -- 0 0 -- -- SPACE GENDP/18GENDP/15 SPACE -- -- 0 0 -- -- SPACE GENDP/16GENDP/13 SPACE -- -- 0 0 -- -- SPACE GENDP/14GENDP/11 SPACE -- -- 0 0 -- -- SPACE GENDP/12GENDP/9 SPACE -- -- 0 0 -- -- SPACE GENDP/10GENDP/7 SPACE -- -- 0 0 -- -- SPACE GENDP/8GENDP/5 22.33 7.92 GENDP/6GENDP/3 22.33 5.69 GENDP/4GENDP/1ATS-SB 400 A 322.33 9.093100 A ATS-LSGENDP/2CKT DESCRIPTION TRIP POLESABCABCPOLES TRIP DESCRIPTION CKTGENDP Space 286 600.00 A/MCB 3 4 480/277 Wye Surface 42KAIC I-LINE Type 1NAME LOCATION SOURCE RATING (AMPS) PHASE WIRE VOLTAGE MOUNTINGULLISTINGINT....DESIGNMAKESQ-DNEMATYPE200% NEUTRAL HINGED TRIMXFEED THRU LUGS ISOLAT. GND BUSSE RATED COMPUTER GRADE SUB FEED BRK. COLUMN WIDTHPANELBOARD SCHEDULENOTES:NOTES:TOTAL EST. DEMAND...80.56 APower 0.36 100.00% 0.36TOTAL CONN....80.56 AOther 65.19 100.00% 65.19TOTAL EST. DEMAND:66.98HVAC 1.43 100.00% 1.43TOTAL CONN. LOAD:66.98LOAD CLASSIFICATION CONNECTED... DEMAND FACTOR ESTIMATED... PANEL TOTALSTOTAL AMPS:80.60 A 80.60 A 80.60 ATOTAL LOAD:22.33 22.33 22.33SDP1/53 SPACE -- -- 0 0 -- -- SPACE SDP1/54SDP1/51 SPACE -- -- 0 0 -- -- SPACE SDP1/52SDP1/49 SPACE -- -- 0 0 -- -- SPACE SDP1/50SDP1/47 0 12.61 SDP1/48SDP1/45 0 12.61 SDP1/46SDP1/43EF-2500 20 A 30 12.613 50 A DBP-1SDP1/44SDP1/41 0 0 SDP1/42SDP1/39 0 0 SDP1/40SDP1/37SF-2 20 A 3003 20 A EF-3000SDP1/38SDP1/35 2.16 0.48 SDP1/36SDP1/33 2.16 0.48 SDP1/34SDP1/31EF-3795D,E,F 20 A 32.16 0.483 20 A SF-1SDP1/32SDP1/29 0 2.16 SDP1/30SDP1/27 0 2.16 SDP1/28SDP1/25HWP-1B 20 A 302.163 20 A EF-3795A,B,CSDP1/26SDP1/23 0 0 SDP1/24SDP1/21 0 0 SDP1/22SDP1/19BP-2 20 A 3003 20 A HWP-1ASDP1/20SDP1/17 0 0 SDP1/18SDP1/15 0 0 SDP1/16SDP1/13B-1,B-2 20 A 3003 20 A BP-1SDP1/14SDP1/11 2.4 2.4 SDP1/12SDP1/9 2.4 2.4 SDP1/10SDP1/7ELEV 2 60 A 32.4 2.43 60 A ELEV 1SDP1/8SDP1/5 0.06 0.06 SDP1/6SDP1/3 0.06 0.06 SDP1/4SDP1/1OVERHEAD DOOR 20 A 30.06 0.063 20 A OVERHEAD DOORSDP1/2CKT DESCRIPTION TRIP POLESABCABCPOLES TRIP DESCRIPTION CKTSDP1 Space 286 ATS-SB 400.00 A/MCB 3 4 480/277 Wye Surface 42KAIC NF Type 1NAME LOCATION SOURCE RATING (AMPS) PHASE WIRE VOLTAGE MOUNTINGULLISTINGINT....DESIGNMAKESQ-DNEMATYPE200% NEUTRAL HINGED TRIMXFEED THRU LUGS ISOLAT. GND BUSSE RATED COMPUTER GRADE SUB FEED BRK. COLUMN WIDTHPANELBOARD SCHEDULENOTES:NOTES:TOTAL EST. DEMAND...27.17 APower 6.54 100.00% 6.54TOTAL CONN....27.30 AOther 15.08 100.00% 15.08TOTAL EST. DEMAND:22.59Lighting 1.08 90.00% 0.97TOTAL CONN. LOAD:22.7LOAD CLASSIFICATION CONNECTED... DEMAND FACTOR ESTIMATED... PANEL TOTALSTOTAL AMPS:34.06 A 20.54 A 29.82 ATOTAL LOAD:9.09 5.69 7.92LSDP1/41 SPACE -- -- 0 0 -- -- SPACE LSDP1/42LSDP1/39 SPACE -- -- 0 0 -- -- SPACE LSDP1/40LSDP1/37 SPACE -- -- 0 0 -- -- SPACE LSDP1/38LSDP1/35 SPACE -- -- 0 0 -- -- SPACE LSDP1/36LSDP1/33 SPACE -- -- 0 0 -- -- SPACE LSDP1/34LSDP1/31 SPACE -- -- 0 0 -- -- SPACE LSDP1/32LSDP1/29 SPACE -- -- 0 0 -- -- SPACE LSDP1/30LSDP1/27 SPACE -- -- 0 0 -- -- SPACE LSDP1/28LSDP1/25 SPACE -- -- 0 0 -- -- SPACE LSDP1/26LSDP1/23 SPACE -- -- 0 0 -- -- SPACE LSDP1/24LSDP1/21 SPACE -- -- 0 0 -- -- SPACE LSDP1/22LSDP1/19 SPARE 20 A 1 0 0 1 20 A SPARE LSDP1/20LSDP1/17 SPARE 20 A 1 0 0 1 20 A SPARE LSDP1/18LSDP1/15 SPARE 20 A 1 0 0 1 20 A SPARE LSDP1/16LSDP1/13 SPARE 20 A 1 0 0 1 20 A SPARE LSDP1/14LSDP1/11 2.28 0.54 LSDP1/12LSDP1/9 1.08 0.72 LSDP1/10LSDP1/7T-LS4 50 A 31.64 0.183 50 A T-LS7LSDP1/8LSDP1/5 0.72 4.38 LSDP1/6LSDP1/3 0.72 3.17 LSDP1/4LSDP1/1JP-1 20 A 30.72 6.553 50 A T-LS1LSDP1/2CKT DESCRIPTION TRIP POLESABCABCPOLES TRIP DESCRIPTION CKTLSDP1 Space 286 ATS-LS 100.00 A/MCB 3 4 480/277 Wye Surface 42KAIC NQOD Type 1NAME LOCATION SOURCE RATING (AMPS) PHASE WIRE VOLTAGE MOUNTINGULLISTINGINT....DESIGNMAKESQ-DNEMATYPE200% NEUTRAL HINGED TRIMXFEED THRU LUGS ISOLAT. GND BUSSE RATED COMPUTER GRADE SUB FEED BRK. COLUMN WIDTHPANELBOARD SCHEDULENOTES:NOTES:TOTAL EST. DEMAND...39.13 ATOTAL CONN....39.13 APower 4.38 100.00% 4.38TOTAL EST. DEMAND:14.1Other 9.72 100.00% 9.72TOTAL CONN. LOAD:14.1LOAD CLASSIFICATION CONNECTED... DEMAND FACTOR ESTIMATED... PANEL TOTALSTOTAL AMPS:56.13 A 26.42 A 38.03 ATOTAL LOAD:6.55 3.17 4.38LVLS1/41 SPACE -- -- 0 0 -- -- SPACE LVLS1/42LVLS1/39 SPACE -- -- 0 0 -- -- SPACE LVLS1/40LVLS1/37 SPACE -- -- 0 0 -- -- SPACE LVLS1/38LVLS1/35 SPACE -- -- 0 0 -- -- SPACE LVLS1/36LVLS1/33 SPACE -- -- 0 0 -- -- SPACE LVLS1/34LVLS1/31 SPACE -- -- 0 0 -- -- SPACE LVLS1/32LVLS1/29LVLS1/30LVLS1/27LVLS1/28LVLS1/25LVLS1/26LVLS1/23LVLS1/24LVLS1/21LVLS1/22LVLS1/19 2.59LVLS1/20LVLS1/17SP-1 30 A 22.59 0 1 20 A GARAGE EM LTS LVLS1/18LVLS1/15 2ND FLR TEL RCPT 20 A 1 0.36 1.1 LVLS1/16LVLS1/13 HWH-1A,1B 20 A 1 1 1.12 20 A HWRP-1ALVLS1/14LVLS1/11 ESP-1A 20 A 1 0.98 0.36 1 20 A MAIN TELECOM RCPT LVLS1/12LVLS1/9 CO/N SENSORS 20 A 1 0.9 0.54 1 20 A CO/N SENSORS LVLS1/10LVLS1/7 AUTOMATIC DOORS 20 A 1 1 0.18 1 20 A AREA OF REFUGE HEADEND LVLS1/8LVLS1/5 0.09 0.36 1 20 A FIRE COMM CENTER RCPT LVLS1/6LVLS1/3BLOCK HEATER 30 A 20.09 0.18 1 20 A BATTERY CHARGER LVLS1/4LVLS1/1 FIRE PUMP RM RCPT 20 A 1 0.18 0.5 1 20 A FACP LVLS1/2CKT DESCRIPTION TRIP POLESABCABCPOLES TRIP DESCRIPTION CKTLVLS1 Space 330 T-LS1 100.00 A/MCB 3 4 120/208 Wye Surface 10KAIC NQOD Type 1NAME LOCATION SOURCE RATING (AMPS) PHASE WIRE VOLTAGE MOUNTINGULLISTINGINT....DESIGNMAKESQ-DNEMATYPE200% NEUTRAL HINGED TRIMXFEED THRU LUGS ISOLAT. GND BUSSE RATED COMPUTER GRADE SUB FEED BRK. COLUMN WIDTHPANELBOARD SCHEDULENOTES:NOTES:TOTAL EST. DEMAND...13.68 APower 1.08 100.00% 1.08TOTAL CONN....13.88 AOther 3.2 100.00% 3.2TOTAL EST. DEMAND:4.93Lighting 0.72 90.00% 0.65TOTAL CONN. LOAD:5LOAD CLASSIFICATION CONNECTED... DEMAND FACTOR ESTIMATED... PANEL TOTALSTOTAL AMPS:14.38 A 9.00 A 19.72 ATOTAL LOAD:1.64 1.08 2.28LVLS4/41LVLS4/42LVLS4/39LVLS4/40LVLS4/37LVLS4/38LVLS4/35LVLS4/36LVLS4/33LVLS4/34LVLS4/31LVLS4/32LVLS4/29LVLS4/30LVLS4/27LVLS4/28LVLS4/25LVLS4/26LVLS4/23LVLS4/24LVLS4/21LVLS4/22LVLS4/19LVLS4/20LVLS4/17LVLS4/18LVLS4/15LVLS4/16LVLS4/13LVLS4/14LVLS4/11 5TH FLR EM LTS 20 A 1 0.18LVLS4/12LVLS4/9 4TH FLR EM LTS 20 A 1 0.18 0.18 1 20 A 5TH FLR STOR. LTS LVLS4/10LVLS4/7 3RD FLR EM LTS 20 A 1 0.18 1.1 LVLS4/8LVLS4/5 HWH-1C,HWH-1D 20 A 1 1 1.12 20 A HWRP-1BLVLS4/6LVLS4/3 4TH FLR TEL RCPT 20 A 1 0.36 0.36 1 20 A 5TH FLR TEL RCPT LVLS4/4LVLS4/1 2ND FLR LIFE SAFETY 20 A 1 0 0.36 1 20 A 3RD FLR TEL RCPT LVLS4/2CKT DESCRIPTION TRIP POLESABCABCPOLES TRIP DESCRIPTION CKTLVLS4 Space 120 T-LS4 100.00 A/MCB 3 4 120/208 Wye Surface 10KAIC NQOD Type 1NAME LOCATION SOURCE RATING (AMPS) PHASE WIRE VOLTAGE MOUNTINGULLISTINGINT....DESIGNMAKESQ-DNEMATYPE200% NEUTRAL HINGED TRIMXFEED THRU LUGS ISOLAT. GND BUSSE RATED COMPUTER GRADE SUB FEED BRK. COLUMN WIDTHPANELBOARD SCHEDULENOTES:NOTES:TOTAL EST. DEMAND...3.90 ATOTAL CONN....4.00 APower 1.08 100.00% 1.08TOTAL EST. DEMAND:1.4Lighting 0.36 90.00% 0.32TOTAL CONN. LOAD:1.44LOAD CLASSIFICATION CONNECTED... DEMAND FACTOR ESTIMATED... PANEL TOTALSTOTAL AMPS:1.50 A 6.46 A 4.96 ATOTAL LOAD:0.18 0.72 0.54LVLS7/41LVLS7/42LVLS7/39LVLS7/40LVLS7/37LVLS7/38LVLS7/35LVLS7/36LVLS7/33LVLS7/34LVLS7/31LVLS7/32LVLS7/29LVLS7/30LVLS7/27LVLS7/28LVLS7/25LVLS7/26LVLS7/23LVLS7/24LVLS7/21LVLS7/22LVLS7/19LVLS7/20LVLS7/17LVLS7/18LVLS7/15LVLS7/16LVLS7/13LVLS7/14LVLS7/11LVLS7/12LVLS7/9LVLS7/10LVLS7/7 7TH FLR EM LTS 20 A 1 0.18LVLS7/8LVLS7/5 Power Space 266 20 A 1 0.36 0.18 1 20 A 6TH FLR EM LTS LVLS7/6LVLS7/3 6TH FLR TEL RCPT 20 A 1 0.36 0.36 1 20 A 7TH FLR TEL RCPT LVLS7/4LVLS7/1 ELEV CAB LTS 20 A 1 0 0 1 20 A ELEV CAB LTS LVLS7/2CKT DESCRIPTION TRIP POLESABCABCPOLES TRIP DESCRIPTION CKTLVLS7ELEC. / TELE.703MT-LS7 100.00 A/MCB 3 4 120/208 Wye Surface 10KAIC NQOD Type 1NAME LOCATION SOURCE RATING (AMPS) PHASE WIRE VOLTAGE MOUNTINGULLISTINGINT....DESIGNMAKESQ-DNEMATYPE200% NEUTRAL HINGED TRIMXFEED THRU LUGS ISOLAT. GND BUSSE RATED COMPUTER GRADE SUB FEED BRK. COLUMN WIDTHPANELBOARD SCHEDULENOTES: 803573SNSEWYORKOFETATSSOIANLEOFPRLICENSEDREENIGNETRASSNEJ.CIREREXCELSIOR°°°°°°°°engineering, p.c.ECPhone: (585)641-7121Fax: (585) 362-4175www.ec4b.com15 Schoen PlaceSuite 300Pittsford, NY 14534REVISIONIt is a violation of New York Education Law Article 145 Sec.7209, for any person, unless acting under thedirection of a licensed professional engineer, architect, or land surveyor, to alter an item in any way. If anitem bearing the seal of an engineer, architect, or land surveyor is altered; the altering engineer, architect,or land surveyor shall affix to the item their seal and notation "altered by" followed by their signature anddate of such alteration, and a specific description of the alteration.NO.PROJECT/CLIENTPROJECT MANAGER:REVIEWED BY:DRAWN BY:ISSUED FORDATE:DRAWING TITLEPROJECT NUMBERSCALE:AS NOTEDDRAWING NUMBERDATENEWMAN DEVELOPMENT GROUPDBKPERMIT ISSUE (07/10/2017)07/10/2017E1.0516162PERMIT07-10-2017PANEL SCHEDULESAuthorCheckerCITY CENTREITHACA, NYNOTES:TOTAL EST. DEMAND...64.38 APower 16.78 79.80% 13.39TOTAL CONN....80.67 AOther 0 0.00% 0TOTAL EST. DEMAND:13.39Lighting 0 0.00% 0TOTAL CONN. LOAD:16.78LOAD CLASSIFICATION CONNECTED... DEMAND FACTOR ESTIMATED... PANEL TOTALSTOTAL AMPS:87.65 A 0.00 ATOTAL LOAD:9.38 0232421221920170 1 20 A UNIT LTS 1815 2.5 0 1613DRYER 30 A 22.5 02 15 A UNIT HVAC1411 BATHROOM RCPT 20 A 1 0.18 0.18 1 20 A WASHING MACHINE 129 BEDROOM RCPT 20 A 1 1.26 0.9 1 20 A LIVING RCPT 107 DISPOSAL 20 A 1 0.18 4 85 RANGE HOOD 20 A 1 0.18 42 50 A RANGE63 DISHWASHER 20 A 1 0.18 0.18 1 20 A REFRIGERATOR 41 KITCHEN RCPT 20 A 1 0.36 0.18 1 20 A KITCHEN RCPT 2CKT DESCRIPTION TRIP POLESABABPOLES TRIP DESCRIPTION CKTLCA$# UNIT 206 100.00 A/MLO 1 3 120/208 Single Recessed 10KAIC QO Type 1NAME LOCATION SOURCE RATING (AMPS) PHASE WIRE VOLTAGE MOUNTINGULLISTINGINT....DESIGNMAKESQ-DNEMATYPE200% NEUTRAL HINGED TRIMXFEED THRU LUGS ISOLAT. GND BUSSE RATED COMPUTER GRADE SUB FEED BRK. COLUMN WIDTHPANELBOARD SCHEDULENOTES:NOTES:TOTAL EST. DEMAND...56.68 APower 13.58 86.82% 11.79TOTAL CONN....65.29 AOther 0 0.00% 0TOTAL EST. DEMAND:11.79Lighting 0 0.00% 0TOTAL CONN. LOAD:13.58LOAD CLASSIFICATION CONNECTED... DEMAND FACTOR ESTIMATED... PANEL TOTALSTOTAL AMPS:76.71 A 0.00 ATOTAL LOAD:8.41 02324212219 02017UNIT HVAC 15 A 20 0 1 20 A UNIT LTS 1815 0.09 0.18 1 20 A BATHROOM RCPT 1613DRYER 30 A 20.09 1.26 1 20 A DEN/CORR RCPT 1411 BATHROOM RCPT 20 A 1 0.18 0.18 1 20 A WASHING MACHINE 129 BEDROOM RCPT 20 A 1 1.08 1.08 1 20 A LIVING RCPT 107 DISPOSAL 20 A 1 0.18 4 85 RANGE HOOD 20 A 1 0.18 42 50 A RANGE63 DISHWASHER 20 A 1 0.18 0.18 1 20 A REFRIGERATOR 41 KITCHEN RCPT 20 A 1 0.36 0.36 1 20 A KITCHEN RCPT 2CKT DESCRIPTION TRIP POLESABABPOLES TRIP DESCRIPTION CKTLCB$# Space 244 100.00 A/MLO 1 3 120/208 Single Recessed 10KAIC QO Type 1NAME LOCATION SOURCE RATING (AMPS) PHASE WIRE VOLTAGE MOUNTINGULLISTINGINT....DESIGNMAKESQ-DNEMATYPE200% NEUTRAL HINGED TRIMXFEED THRU LUGS ISOLAT. GND BUSSE RATED COMPUTER GRADE SUB FEED BRK. COLUMN WIDTHPANELBOARD SCHEDULENOTES:NOTES:TOTAL EST. DEMAND...68.27 APower 18.4 77.17% 14.2TOTAL CONN....88.46 AOther 0 0.00% 0TOTAL EST. DEMAND:14.2Lighting 0 0.00% 0TOTAL CONN. LOAD:18.4LOAD CLASSIFICATION CONNECTED... DEMAND FACTOR ESTIMATED... PANEL TOTALSTOTAL AMPS:101.15 A 0.00 ATOTAL LOAD:11 023242122192017 UNIT LTS 20 A 1 0 0 1815 2.5 02 20 A UNIT HVAC1613DRYER 30 A 22.5 0.9 1 20 A BEDROOM 2 RCPT 1411 BATHROOM RCPT 20 A 1 0.18 0.18 1 20 A WASHING MACHINE 129 BEDROOM 1 RCPT 20 A 1 0.9 1.44 1 20 A LIVING RCPT 107 DISPOSAL 20 A 1 0.18 4 85 RANGE HOOD 20 A 1 0.18 42 50 A RANGE63 DISHWASHER 20 A 1 0.18 0.18 1 20 A REFRIGERATOR 41 KITCHEN RCPT 20 A 1 0.54 0.54 1 20 A KITCHEN RCPT 2CKT DESCRIPTION TRIP POLESABABPOLES TRIP DESCRIPTION CKTLCC$# Space 65 100.00 A/MLO 1 3 120/208 Single Recessed 10KAIC QO Type 1NAME LOCATION SOURCE RATING (AMPS) PHASE WIRE VOLTAGE MOUNTINGULLISTINGINT....DESIGNMAKESQ-DNEMATYPE200% NEUTRAL HINGED TRIMXFEED THRU LUGS ISOLAT. GND BUSSE RATED COMPUTER GRADE SUB FEED BRK. COLUMN WIDTHPANELBOARD SCHEDULENOTES:NOTES:TOTAL EST. DEMAND...63.08 APower 16.24 80.79% 13.12TOTAL CONN....78.08 AOther 0 0.00% 0TOTAL EST. DEMAND:13.12Lighting 0 0.00% 0TOTAL CONN. LOAD:16.24LOAD CLASSIFICATION CONNECTED... DEMAND FACTOR ESTIMATED... PANEL TOTALSTOTAL AMPS:83.15 A 0.00 ATOTAL LOAD:8.84 023242122192017 LIGHTING 20 A 1 01815 2.5 0 1613DRYER 30 A 22.5 02 20 A UNIT HVAC1411 BATHROOM RCPT 20 A 1 0.18 0.18 1 20 A WASHING MACHINE 129 BED RCPT 20 A 1 0.9 0.9 1 20 A LIVING RCPT 107 DISPOSAL 20 A 1 0.18 4 85 RANGE HOOD 20 A 1 0.18 42 50 A RANGE63 DISHWASHER 20 A 1 0.18 0.18 1 20 A REFRIGERATOR 41 KITCHEN RCPT 20 A 1 0.18 0.18 1 20 A KITCHEN RCPT 2CKT DESCRIPTION TRIP POLESABABPOLES TRIP DESCRIPTION CKTLCD$# Space 249 100.00 A/MLO 1 3 120/208 Single Recessed 10KAIC QO Type 1NAME LOCATION SOURCE RATING (AMPS) PHASE WIRE VOLTAGE MOUNTINGULLISTINGINT....DESIGNMAKESQ-DNEMATYPE200% NEUTRAL HINGED TRIMXFEED THRU LUGS ISOLAT. GND BUSSE RATED COMPUTER GRADE SUB FEED BRK. COLUMN WIDTHPANELBOARD SCHEDULENOTES:NOTES:TOTAL EST. DEMAND...0.00 ATOTAL CONN....0.00 ATOTAL EST. DEMAND:0TOTAL CONN. LOAD:0LOAD CLASSIFICATION CONNECTED... DEMAND FACTOR ESTIMATED... PANEL TOTALSTOTAL AMPS:0.00 A 0.00 A 0.00 ATOTAL LOAD:000TEN-1/41TEN-1/42TEN-1/39TEN-1/40TEN-1/37TEN-1/38TEN-1/35TEN-1/36TEN-1/33TEN-1/34TEN-1/31TEN-1/32TEN-1/29TEN-1/30TEN-1/27TEN-1/28TEN-1/25TEN-1/26TEN-1/23TEN-1/24TEN-1/21TEN-1/22TEN-1/19TEN-1/20TEN-1/17TEN-1/18TEN-1/15TEN-1/16TEN-1/13TEN-1/14TEN-1/11TEN-1/12TEN-1/9TEN-1/10TEN-1/7TEN-1/8TEN-1/5TEN-1/6TEN-1/3TEN-1/4TEN-1/1TEN-1/2CKT DESCRIPTION TRIP POLESABCABCPOLES TRIP DESCRIPTION CKTTEN-1 Space 296 MDP 400.00 A/MCB 3 4 480/277 Wye Surface 18KAIC NF Type 1NAME LOCATION SOURCE RATING (AMPS) PHASE WIRE VOLTAGE MOUNTINGULLISTINGINT....DESIGNMAKESQ-DNEMATYPE200% NEUTRAL HINGED TRIMXFEED THRU LUGS ISOLAT. GND BUSSE RATED COMPUTER GRADE SUB FEED BRK. COLUMN WIDTHPANELBOARD SCHEDULENOTES:NOTES:TOTAL EST. DEMAND...0.00 ATOTAL CONN....0.00 ATOTAL EST. DEMAND:0TOTAL CONN. LOAD:0LOAD CLASSIFICATION CONNECTED... DEMAND FACTOR ESTIMATED... PANEL TOTALSTOTAL AMPS:0.00 A 0.00 A 0.00 ATOTAL LOAD:000TEN-2/41TEN-2/42TEN-2/39TEN-2/40TEN-2/37TEN-2/38TEN-2/35TEN-2/36TEN-2/33TEN-2/34TEN-2/31TEN-2/32TEN-2/29TEN-2/30TEN-2/27TEN-2/28TEN-2/25TEN-2/26TEN-2/23TEN-2/24TEN-2/21TEN-2/22TEN-2/19TEN-2/20TEN-2/17TEN-2/18TEN-2/15TEN-2/16TEN-2/13TEN-2/14TEN-2/11TEN-2/12TEN-2/9TEN-2/10TEN-2/7TEN-2/8TEN-2/5TEN-2/6TEN-2/3TEN-2/4TEN-2/1TEN-2/2CKT DESCRIPTION TRIP POLESABCABCPOLES TRIP DESCRIPTION CKTTEN-2 Space 22 MDP 400.00 A/MCB 3 4 480/277 Wye Surface 18KAIC NF Type 1NAME LOCATION SOURCE RATING (AMPS) PHASE WIRE VOLTAGE MOUNTINGULLISTINGINT....DESIGNMAKESQ-DNEMATYPE200% NEUTRAL HINGED TRIMXFEED THRU LUGS ISOLAT. GND BUSSE RATED COMPUTER GRADE SUB FEED BRK. COLUMN WIDTHPANELBOARD SCHEDULENOTES:NOTES:TOTAL EST. DEMAND...0.00 ATOTAL CONN....0.00 ATOTAL EST. DEMAND:0TOTAL CONN. LOAD:0LOAD CLASSIFICATION CONNECTED... DEMAND FACTOR ESTIMATED... PANEL TOTALSTOTAL AMPS:0.00 A 0.00 A 0.00 ATOTAL LOAD:000TEN-3/41TEN-3/42TEN-3/39TEN-3/40TEN-3/37TEN-3/38TEN-3/35TEN-3/36TEN-3/33TEN-3/34TEN-3/31TEN-3/32TEN-3/29TEN-3/30TEN-3/27TEN-3/28TEN-3/25TEN-3/26TEN-3/23TEN-3/24TEN-3/21TEN-3/22TEN-3/19TEN-3/20TEN-3/17TEN-3/18TEN-3/15TEN-3/16TEN-3/13TEN-3/14TEN-3/11TEN-3/12TEN-3/9TEN-3/10TEN-3/7TEN-3/8TEN-3/5TEN-3/6TEN-3/3TEN-3/4TEN-3/1TEN-3/2CKT DESCRIPTION TRIP POLESABCABCPOLES TRIP DESCRIPTION CKTTEN-3 Space 23 MDP 400.00 A/MCB 3 4 480/277 Wye Surface 18KAIC NF Type 1NAME LOCATION SOURCE RATING (AMPS) PHASE WIRE VOLTAGE MOUNTINGULLISTINGINT....DESIGNMAKESQ-DNEMATYPE200% NEUTRAL HINGED TRIMXFEED THRU LUGS ISOLAT. GND BUSSE RATED COMPUTER GRADE SUB FEED BRK. COLUMN WIDTHPANELBOARD SCHEDULENOTES:NOTES:TOTAL EST. DEMAND...0.00 ATOTAL CONN....0.00 ATOTAL EST. DEMAND:0TOTAL CONN. LOAD:0LOAD CLASSIFICATION CONNECTED... DEMAND FACTOR ESTIMATED... PANEL TOTALSTOTAL AMPS:0.00 A 0.00 A 0.00 ATOTAL LOAD:000TEN-4/41TEN-4/42TEN-4/39TEN-4/40TEN-4/37TEN-4/38TEN-4/35TEN-4/36TEN-4/33TEN-4/34TEN-4/31TEN-4/32TEN-4/29TEN-4/30TEN-4/27TEN-4/28TEN-4/25TEN-4/26TEN-4/23TEN-4/24TEN-4/21TEN-4/22TEN-4/19TEN-4/20TEN-4/17TEN-4/18TEN-4/15TEN-4/16TEN-4/13TEN-4/14TEN-4/11TEN-4/12TEN-4/9TEN-4/10TEN-4/7TEN-4/8TEN-4/5TEN-4/6TEN-4/3TEN-4/4TEN-4/1TEN-4/2CKT DESCRIPTION TRIP POLESABCABCPOLES TRIP DESCRIPTION CKTTEN-4 Space 24 MDP 400.00 A/MCB 3 4 480/277 Wye Surface 18KAIC NF Type 1NAME LOCATION SOURCE RATING (AMPS) PHASE WIRE VOLTAGE MOUNTINGULLISTINGINT....DESIGNMAKESQ-DNEMATYPE200% NEUTRAL HINGED TRIMXFEED THRU LUGS ISOLAT. GND BUSSE RATED COMPUTER GRADE SUB FEED BRK. COLUMN WIDTHPANELBOARD SCHEDULENOTES: 803573SNSEWYORKOFETATSSOIANLEOFPRLICENSEDREENIGNETRASSNEJ.CIREREXCELSIOR°°°°°°°°engineering, p.c.ECPhone: (585)641-7121Fax: (585) 362-4175www.ec4b.com15 Schoen PlaceSuite 300Pittsford, NY 14534REVISIONIt is a violation of New York Education Law Article 145 Sec.7209, for any person, unless acting under thedirection of a licensed professional engineer, architect, or land surveyor, to alter an item in any way. If anitem bearing the seal of an engineer, architect, or land surveyor is altered; the altering engineer, architect,or land surveyor shall affix to the item their seal and notation "altered by" followed by their signature anddate of such alteration, and a specific description of the alteration.NO.PROJECT/CLIENTPROJECT MANAGER:REVIEWED BY:DRAWN BY:ISSUED FORDATE:DRAWING TITLEPROJECT NUMBERSCALE:AS NOTEDDRAWING NUMBERDATENEWMAN DEVELOPMENT GROUPDBKPERMIT ISSUE (07/10/2017)07/10/2017E1.0616162PERMIT07-10-2017PANEL SCHEDULESRSEJSCITY CENTREITHACA, NYNOTES:TOTAL EST. DEMAND...6.06 APower 5.04 100.00% 5.04TOTAL CONN....6.06 AOther 0 0.00% 0TOTAL EST. DEMAND:5.04Lighting 0 0.00% 0TOTAL CONN. LOAD:5.04LOAD CLASSIFICATION CONNECTED... DEMAND FACTOR ESTIMATED... PANEL TOTALSTOTAL AMPS:1.30 A 12.85 A 5.05 ATOTAL LOAD:0.36 3.42 1.26HVHP2/41HVHP2/42HVHP2/39HVHP2/40HVHP2/37HVHP2/38HVHP2/35HVHP2/36HVHP2/33HVHP2/34HVHP2/31HVHP2/32HVHP2/29HVHP2/30HVHP2/27HVHP2/28HVHP2/25HVHP2/26HVHP2/23HVHP2/24HVHP2/21HVHP2/22HVHP2/19HVHP2/20HVHP2/17HVHP2/18HVHP2/15HVHP2/16HVHP2/13HVHP2/14HVHP2/11HVHP2/12HVHP2/9HVHP2/10HVHP2/7 0.36HVHP2/8HVHP2/5 1.26HVHP2/6HVHP2/3T-HP2 50 A 33.42HVHP2/4HVHP2/1 2ND FLR CORR. LTS 20 A 1 0 0 1 20 A 2ND FLR LOBBY HV LTS HVHP2/2CKT DESCRIPTION TRIP POLESABCABCPOLES TRIP DESCRIPTION CKTHVHP2 Space 58 BUS DUCT 100.00 A/MLO 3 4 480/277 Wye Surface 10KAIC NF Type 1NAME LOCATION SOURCE RATING (AMPS) PHASE WIRE VOLTAGE MOUNTINGULLISTINGINT....DESIGNMAKESQ-DNEMATYPE200% NEUTRAL HINGED TRIMXFEED THRU LUGS ISOLAT. GND BUSSE RATED COMPUTER GRADE SUB FEED BRK. COLUMN WIDTHPANELBOARD SCHEDULENOTES:NOTES:TOTAL EST. DEMAND...0.00 ATOTAL CONN....0.00 ATOTAL EST. DEMAND:0HVAC 0 0.00% 0TOTAL CONN. LOAD:0LOAD CLASSIFICATION CONNECTED... DEMAND FACTOR ESTIMATED... PANEL TOTALSTOTAL AMPS:0.00 A 0.00 A 0.00 ATOTAL LOAD:000HVP8A/41 0 0 HVP8A/42HVP8A/39 0 0 HVP8A/40HVP8A/37ACCU-12F 35 A 3003 35 A ACCU-12EHVP8A/38HVP8A/35 0 0 HVP8A/36HVP8A/33 0 0 HVP8A/34HVP8A/31ACCU-6B 20 A 3003 20 A ACCU-6AHVP8A/32HVP8A/29 0 0 HVP8A/30HVP8A/27 0 0 HVP8A/28HVP8A/25ACCU-14M 35 A 3003 35 A ACCU-14NHVP8A/26HVP8A/23 0 0 HVP8A/24HVP8A/21 0 0 HVP8A/22HVP8A/19ACCU-14K 35 A 3003 35 A ACCU-14LHVP8A/20HVP8A/17 0 0 HVP8A/18HVP8A/15 0 0 HVP8A/16HVP8A/13ACCU-14I 35 A 3003 35 A ACCU-14JHVP8A/14HVP8A/11 0 0 HVP8A/12HVP8A/9 0 0 HVP8A/10HVP8A/7ACCU-8A 20 A 3003 35 A ACCU-14HHVP8A/8HVP8A/5 0 0 HVP8A/6HVP8A/3 0 0 HVP8A/4HVP8A/1HRU-1A 50 A 3003 50 A HRU-1BHVP8A/2CKT DESCRIPTION TRIP POLESABCABCPOLES TRIP DESCRIPTION CKTHVP8A Space 266 BUS DUCT 800.00 A/ 3 4 480/277 Wye Surface 18KAIC I-LINE Type 1NAME LOCATION SOURCE RATING (AMPS) PHASE WIRE VOLTAGE MOUNTINGULLISTINGINT....DESIGNMAKESQ-DNEMATYPE200% NEUTRAL HINGED TRIMXFEED THRU LUGSXISOLAT. GND BUSSE RATED COMPUTER GRADE SUB FEED BRK. COLUMN WIDTHPANELBOARD SCHEDULENOTES:NOTES:TOTAL EST. DEMAND...52.02 ATOTAL CONN....52.02 AOther 43.25 100.00% 43.25TOTAL EST. DEMAND:43.25HVAC 0 0.00% 0TOTAL CONN. LOAD:43.25LOAD CLASSIFICATION CONNECTED... DEMAND FACTOR ESTIMATED... PANEL TOTALSTOTAL AMPS:52.05 A 52.05 A 52.05 ATOTAL LOAD:14.42 14.42 14.42HVP8B/47HVP8B/48HVP8B/45HVP8B/46HVP8B/43HVP8B/44HVP8B/41 9.88 4.53 HVP8B/42HVP8B/39 9.88 4.53 HVP8B/40HVP8B/37ACCU-24AA 40 A 39.88 4.533 20 A ACCU-24ABHVP8B/38HVP8B/35 0 0 HVP8B/36HVP8B/33 0 0 HVP8B/34HVP8B/31ACCU-14F 35 A 3003 35 A ACCU-14GHVP8B/32HVP8B/29 0 0 HVP8B/30HVP8B/27 0 0 HVP8B/28HVP8B/25ACCU-14D 35 A 3003 35 A ACCU-14EHVP8B/26HVP8B/23 0 0 HVP8B/24HVP8B/21 0 0 HVP8B/22HVP8B/19ACCU-14B 35 A 3003 35 A ACCU-14CHVP8B/20HVP8B/17 0 0 HVP8B/18HVP8B/15 0 0 HVP8B/16HVP8B/13ACCU-10A 25 A 3003 35 A ACCU-14AHVP8B/14HVP8B/11 0 0 HVP8B/12HVP8B/9 0 0 HVP8B/10HVP8B/7ACCU-12B 35 A 3003 35 A ACCU-12AHVP8B/8HVP8B/5 0 0 HVP8B/6HVP8B/3 0 0 HVP8B/4HVP8B/1ACCU-12D 35 A 3003 35 A ACCU-12CHVP8B/2CKT DESCRIPTION TRIP POLESABCABCPOLES TRIP DESCRIPTION CKTHVP8B Space 266 BUS DUCT 800.00 A/ 3 4 480/277 Wye Surface 18KAIC I-LINE Type 1NAME LOCATION SOURCE RATING (AMPS) PHASE WIRE VOLTAGE MOUNTINGULLISTINGINT....DESIGNMAKESQ-DNEMATYPE200% NEUTRAL HINGED TRIMXFEED THRU LUGS ISOLAT. GND BUSSE RATED COMPUTER GRADE SUB FEED BRK. COLUMN WIDTHPANELBOARD SCHEDULENOTES:PANEL TYPICAL OF ADP2,ADP3,ADP4,ADP5,ADP6, AND ADP7.PANEL ADP8 TO BE PROVIDED WITH (24) 100A/2P CIRCUIT BREAKERS TO UNIT LC.NOTES:TOTAL EST. DEMAND...0.00 ATOTAL CONN....0.00 ATOTAL EST. DEMAND:0TOTAL CONN. LOAD:0LOAD CLASSIFICATION CONNECTED... DEMAND FACTOR ESTIMATED... PANEL TOTALSTOTAL AMPS:0.00 A 0.00 A 0.00 ATOTAL LOAD:000ADP2/83 SPACE -- -- 0 0 -- -- SPACE ADP2/84ADP2/81 SPACE -- -- 0 0 -- -- SPACE ADP2/82ADP2/79 SPACE -- -- 0 0 -- -- SPACE ADP2/80ADP2/77 SPACE -- -- 0 0 -- -- SPACE ADP2/78ADP2/75 SPACE -- -- 0 0 -- -- SPACE ADP2/76ADP2/73 SPACE -- -- 0 0 -- -- SPACE ADP2/74ADP2/71 SPACE -- -- 0 0 -- -- SPACE ADP2/72ADP2/69 SPACE -- -- 0 0 -- -- SPACE ADP2/70ADP2/67 SPACE -- -- 0 0 -- -- SPACE ADP2/68ADP2/65 SPACE -- -- 0 0 -- -- SPACE ADP2/66ADP2/63 SPACE -- -- 0 0 -- -- SPACE ADP2/64ADP2/61 SPACE -- -- 0 0 -- -- SPACE ADP2/62ADP2/59 SPACE -- -- 0 0 -- -- SPACE ADP2/60ADP2/57 SPACE -- -- 0 0 -- -- SPACE ADP2/58ADP2/55 0 0 ADP2/56ADP2/53UNIT LC 100 A 2002 100 A UNIT LCADP2/54ADP2/51 0 0 ADP2/52ADP2/49UNIT LC 100 A 2002 100 A UNIT LCADP2/50ADP2/47 0 0 ADP2/48ADP2/45UNIT LC 100 A 2002 100 A UNIT LCADP2/46ADP2/43 0 0 ADP2/44ADP2/41UNIT LC 100 A 2002 100 A UNIT LCADP2/42ADP2/39 0 0 ADP2/40ADP2/37UNIT LC 100 A 2002 100 A UNIT LCADP2/38ADP2/35 0 0 ADP2/36ADP2/33UNIT LC 100 A 2002 100 A UNIT LCADP2/34ADP2/31 0 0 ADP2/32ADP2/29UNIT LC 100 A 2002 100 A UNIT LCADP2/30ADP2/27 0 0 ADP2/28ADP2/25UNIT LC 100 A 2002 100 A UNIT LCADP2/26ADP2/23 0 0 ADP2/24ADP2/21UNIT LC 100 A 2002 100 A UNIT LCADP2/22ADP2/19 0 0 ADP2/20ADP2/17UNIT LC 100 A 2002 100 A UNIT LCADP2/18ADP2/15 0 0 ADP2/16ADP2/13UNIT LC 100 A 2002 100 A UNIT LCADP2/14ADP2/11 0 0 ADP2/12ADP2/9UNIT LC 100 A 2002 100 A UNIT LCADP2/10ADP2/7 0 0 ADP2/8ADP2/5UNIT LC 100 A 2002 100 A UNIT LCADP2/6ADP2/3 0 0 ADP2/4ADP2/1UNIT LC 100 A 2002 100 A UNIT LCADP2/2CKT DESCRIPTION TRIP POLESABCABCPOLES TRIP DESCRIPTION CKTADP2 Space 58 T-ADP2 400.00 A/MCB 3 4 120/208 Wye Surface 10KAIC NQOD Type 1NAME LOCATION SOURCE RATING (AMPS) PHASE WIRE VOLTAGE MOUNTINGULLISTINGINT....DESIGNMAKESQ-DNEMATYPE200% NEUTRAL HINGED TRIMXFEED THRU LUGSXISOLAT. GND BUSSE RATED COMPUTER GRADE SUB FEED BRK. COLUMN WIDTHPANELBOARD SCHEDULENOTES:MCBMLO D19.5015.2519.5015.2538.7538.7519.5015.2538.7591.5"FLOOR42"30"30"180"30"30"25"25"37"42"37"42"48"3.0"48"TOP VIEW - FRONTFLOOR PLAN - FRONT30"25"30"25"36" 42"31"36"19.5015.2537"42"19.5015.2531"36"38.7537"42"38.75CS120VWEATHER CAPFURNISHED BY E.C.CRITICAL MUFFLERFURNISHED BY E.C.NOTE:ENGINE STARTCONTACTTO LOAD (REFER TOPOWER ONE-LINEDIAGRAM FOR FEEDERAND CIRCUIT BREAKERSIZE).STANDBY AUTOMATIC TRANSFERSWITCH WITH BATTERYCHARGER, EXERCISERCLOCK, AND LOADSEQUENCER BY E.C.TO NORMAL POWER SOURCE(REFER TO POWER ONE-LINEDIAGRAM FOR FEEDER ANDCIRCUIT BREAKER SIZE).EXHAUST PIPINGBY MANUFACTURER.PITCH MUFFLER SLIGHTLYTO ENCOURAGE CONDENSATIONTO RUN AWAY FROM ENGINE.ALL EXHAUST PIPING INCLUDINGINSULATION SHALL BE BY FACTORYMOUNTED AND INSTALLED.PROVIDE WITH 24 HOUR, DIESEL,SUB-BASE TANK1.2.3.VIBRATION ISOLATORS BY E.C.GENERATOR MAINCIRCUIT BREAKERBY E.C.STARTING BATTERIESBY E.C.ENGINECRANKCASE HEATERGENERATORBACK DRAFT DAMPERWITH BIRD SCREENAIR DISCHARGE DUCTFLEXIBLE DUCTCONNECTION300KW/375KVA DIESELSTANDBY GENERATOR480Y/277V, 3PH, 4W(BY E.C.), WITH 24 HOURSUB-BASE TANKGENERATORPAD BY E.C.BY-PASS DAMPERGENERATOR CONTROLPANEL BY E.C.CSENGINE STARTCONTACTTO LOAD (REFER TOPOWER ONE-LINEDIAGRAM FOR FEEDERAND CIRCUIT BREAKERSIZE).LIFE SAFETYAUTOMATIC TRANSFERSWITCH WITH BATTERYCHARGER, EXERCISERCLOCK, AND LOADSEQUENCER BY E.C.TO NORMAL POWER SOURCE(REFER TO POWER ONE-LINEDIAGRAM FOR FEEDER ANDCIRCUIT BREAKER SIZE).24 SUB-BASETANKEXHAUST SCOOPW/ BIRD GUARDAND DUCT DRIANMIN.MIN.8"6"NOTE: PITCH SLAB @ 1/8"/FT. AWAY FROM BUILDING.OVERALL PAD DIMENSIONS SHALL BE 19'-4"x8'-0".2'-0" 1'-0" 1'-0" 2'-0"(2) LAYERS OF 1" RIGID INSULATION(STAGGER JOINTS) TYP. UNDERSLAB12" CRUSHED STONE STUB BASECOMPACTED IN TWO LIFT. MIN.95%1" FILLET(1) #4 BAR @ PERIMETER(PROVIDE & INSTALLCORNER BARS)6" THICK 4000 PSI CONCRETE SLABW/6x6 #6 MESH MIDPOINT OF SLABPAVEMENT ON FIN. GRADE REPAIRTO MATCH EXIST. AFTER PAD ISCONSTRUCTED. 30"MINIMUM7 1/2"NOTES:PROVIDE BEADED STRAPS FOR SUPPORT OF CONDUITSON TOP RUNG OF EACH ASSEMBLY.PROVIDE REBAR SUPPORTS AS REQUIRED.PROVIDE CONDUIT SUPPORT REDUCERS AS REQUIREDFOR CONDUIT SIZE.ALL CONDUIT SHOWN SHALL BE SCHEDULE 80 PVC.SIZE AS SPECIFIED.PROVIDE PULL STRINGS IN CONDUITS1.2.3.4.5.FINISH GRADEPAVEMENT AS REQUIRED6" SCREENED TOP SOILFOR GRASS AREAS.6" WIDE, RED METALLIC (DETECTABLE)TAPE WITH WORDING:"CAUTION ELECTRIC LINE BURIED BELOW."BLACKBURN MANUFACTURING OR EQUAL.TAPE SHALL BE LOCATED 12" BELOWFINISHED GRADE.GRASS AREASPAVEMENT AREASBACKFILL WITH NATIVEMATERIAL IN 6" LIFTS.COMPACT AFTER EACHLIFT.BACKFILL WITH #2CRUSHED STONE IN 6"LIFTS. COMPACT AFTEREACH LIFT.3000 PSI CONCRETEAROUND ALLCONDUITSBASE SPACER AS SPECIFIED(TYPICAL)INTERMEDIATE SPACERCARLON CAT. NO.S289NJN(TYPICAL)GRASS AREASPAVEMENT AREASBACKFILL WITH NATIVEMATERIAL IN 6" LIFTS.COMPACT AFTER EACHLIFT.BACKFILL WITH #2CRUSHED STONE IN 6"LIFTS. COMPACT AFTEREACH LIFT.NOTES:PAVING OR TOPSOIL TOMATCH SITE CONDITIONSNO ROCKSOR DEBRISIN BACKFILL 30"MINIMUM3" SAND BEDAROUND CONDUITFINISHED GRADE1. READ THE SPECIFICATION 2610002. REPAIR ALL SETTLEMENT3. MINIMUM TOP SOIL-6".PROVIDE PULLSTRING IN EACHCONDUIT FOR FUTURE USE (TYPICAL)7 1/2"6" WIDE, RED METALLIC PLASTICCOATED DETECTABLE TAPE WITH WORDING"CAUTION BURIED ELECTRIC LINEBELOW." TAPE SHALL BE LOCATED12" BELOW FINISHED GRADE.PVC CONDUIT AS SPECIFIEDCAST IRON LIDWITH SECURITY BOLTSGRADEGROUND RING#2 AWG, SOLIDTINNED BARECOPPER WIRECLEAN SAND FILLPVC PIPE TO BE SLOTTEDAT BOTTOM STRADDLINGGROUND RING30" MINIMUMNOTES:1. READ THE SPECIFICATIONS2. REPAIR ALL SETTLEMENT3. MINIMUM TOP SOIL-6".PAVING OR TOPSOIL TOMATCH SITE CONDITIONS5/8 " x 8'-0" COPPERGROUND ROD803573SNSEWYORKOFETATSSOIANLEOFPRLICENSEDREENIGNETRASSNEJ.CIREREXCELSIOR°°°°°°°°engineering, p.c.ECPhone: (585)641-7121Fax: (585) 362-4175www.ec4b.com15 Schoen PlaceSuite 300Pittsford, NY 14534REVISIONIt is a violation of New York Education Law Article 145 Sec.7209, for any person, unless acting under thedirection of a licensed professional engineer, architect, or land surveyor, to alter an item in any way. If anitem bearing the seal of an engineer, architect, or land surveyor is altered; the altering engineer, architect,or land surveyor shall affix to the item their seal and notation "altered by" followed by their signature anddate of such alteration, and a specific description of the alteration.NO.PROJECT/CLIENTPROJECT MANAGER:REVIEWED BY:DRAWN BY:ISSUED FORDATE:DRAWING TITLEPROJECT NUMBERSCALE:AS NOTEDDRAWING NUMBERDATENEWMAN DEVELOPMENT GROUPDBKPERMIT ISSUE (07/10/2017)07/10/2017E1.0716162PERMIT07-10-2017DETAILSRSEJSCITY CENTREITHACA, NY1SWITCHGEAR ELEVATION2EMERGENCY GENERATOR SCHEMATIC (DIESEL)3EMERGENCY GENERATOR PAD DETAIL4DUCTBANK DETAIL (9 DUCT)5TYPICAL DIRECT BURIED CONDUIT DETAIL (3 DUCT)6INSPECTION WELL DETAIL FINISHED FLOORCEILINGAAB12AAB134" MINIMUMPROVIDE 1" CONDUITINSIDE NEW WALL TURNEDUP INTO CEILING SPACEWITH PULL STRINGPROVIDE 4 11/16" SQUARE x 2 1/8" MINIMUMDEPTH BACKBOX WITH SINGLE GANG DEVICERING TO MATCH WALL THICKNESS AND TYPEPROVIDE 2-GANG BACKBOXWITH DOUBLE DUPLEXRECEPTACLE, FLUSHMOUNTEDPROVIDE 1/2" CONDUITINSIDE NEW WALL TURNEDUP INTO CEILING SPACENOTE:ONLY APPLIES FOR SITUATIONS WHERE DEVICE IS LOCATED ON EXISTINGBLOCK WALLSA.SEALTIGHTCONNECTORWEATHERPROOF DUPLEX RECEPTACLEWITH SPRING LOADED CAP. WEATHER-PROOFENCLOSURE SHALL BE MARKED "SUITABLEFOR WET LOCATIONS WHILE IN-USE."WPGFI5'-0"(TYP)10'-0"(TYP)TO SERVICE ENTRANCEEQUIPMENT GROUND BUS600V INSULATED COPPERCONDUCTOR INSTALLEDIN PVC RACEWAY#3/0 BARE COPPER GROUNDINGCONDUCTOR. INSTALL 1'-0" MIN.BELOW FINISHED GRADE (TYP.)(2)5/8" ROUNDx8'-0" COPPER CLADGROUND ROD. DRIVE FULL LENGTHINTO GROUND. TOP OF THE ROD 6"MIN. BELOW FINISHED GRADE (TYP.)4'-0" MIN.6"6"6"6"4'-0" MIN.2'-0"2'-0"6"PAVEMENT OR FINISHED GRADESUBGRADE3,000 PSICONCRETE (CLASS A)1/2" EXPANSION JOINTFILLER WITH SEALYELLOW POLYETHELENE COVER6" DIAMETER SCHEDULE 40 GALVANIZEDPIPE FILLED WITH 3,000 PSI CONCRETECONCRETE CAP-ROUND OFF TOPDRAWING NOTES:PROVIDE NEMA 1, SIZE 00, 3P, 120V, 60 HZ COIL, CONTACTOR.USE "SQUARE D" CLASS 8502, AG-2 OR EQUAL BY WESTINGHOUSE,ALLEN BRADELY, ITE-GOULD. WIRE CONTACTOR CONTACT TOINTERRUPT CONTROL POWER TO BOILE PANEL.WHERE MORE THAN TWO (2) BOILERS ARE TO BE WIRED, PROVIDECONTACTS AND WIRING TO ADDITIONAL BOILERS.PROVIDE DISCONNECT SWITCH AT EACH BOILER CONTROL PANELIF NONE EXISTS.INSTALL CONTACTOR CLOSE TO BOILER ROOM PANEL OR WHEREINDICATED ON CONTRACT DOCUMENTS.PROVIDE ONE "TO STOP BURNERS" BREAKGLASS STATION AT EACHBOILER ROOM EXIT. PROVIDE ADDITIONAL BREAKGLASS STATIONSAS SHOWN ON THE DRAWINGS.TYPICAL 20A-1P CIRCUIT BREAKER IN BOILER ROOM POWER PANEL.PROVIDE TWO (2) #12, ONE (1) #12 EG, IN 1/2 " CONDUIT.SURFACEMOUNTED FLUSHMOUNTED BREAKGLASSSTATION TYPESTO STOP OIL BURNERSTO STOP GAS BURNERSASCO #124301ASCO #124308 ASCO #124208ASCO #124201LNGBOILERCONTROLPANEL ORCONTROLSBOILERCONTROLPANEL ORCONTROLSLNGLNG612345671245777336610"TOP VIEWSIDE VIEW4"PAD SHOULD BE A MINIMUM OF 6"LARGER THAN THE EQUIPMENTENCLOSURE ON ALL SIDES.#5@12" MAX.SPACINF ON CENTEREACH WAY, MID DEPTHPROVIDE 3/4", 45 DEGREECHAMFER ON ALL SIDES#5@12" MAX.SPACING ON CENTEREACH WAY, MID DEPTH82"83"12" 8"8" 25"12"15"NOTES1. ALL MATERIALS AND WORKMANSHIP SHALL CONFORM TO AC1-318.2. CONCRETE TO HAVE MINIMUM STRENGTH OF 5000PSI AFTER 28DAYS. AIR ENTRAINMENT TO BE 6% +- 1%. ALL EXPOSED EDGES TOHAVE 3/4" CHAMFER.3. REINFORCING TO BE #5 - GRADE 60 BARS AND SHALL CONFORM TOASTM A-615 OF LATEST DATE. REINFORCING TO BE PLACED AMINIMUM OF 2" CLEAR FROM FACE OF CONCRETE.4. ALL OPENING SHALL HAVE ADDITIONAL REBAR REINFORCEMENT OF1- #5 EACH CORNER, MID DEPTH.5. LIFTING ANCHORS SHALL BE INSTALLED WITH APPROPRIATEDAYTON LIFTING ANCHORS OR EQUIVALENT12"NOTES:NO ROCKSOR DEBRISIN BACKFILL 30"MINIMUM1. READ THE SPECIFICATIONS2. REPAIR ALL SETTLEMENT3. MINIMUM TOP SOIL- 6".6" WIDE, YELLOW DETECTABLE PLASTIC TAPEWITH WORDING "CAUTION BURIEDELECTRIC LINE BELOW." TAPE SHALL BELOCATED 6" BELOW FINISHED GRADE.PAVING OR TOPSOIL TOMATCH SITE CONDITIONSFINISHED GRADEGRASS AREASBACKFILL WITH NATIVEMATERIAL IN 6" LIFTS.COMPACT AFTER EACHLIFT.PAVEMENT AREASBACKFILL WITH #2CRUSHED STONE IN 6"LIFTS. COMPACT AFTEREACH LIFT.PVC CONDUITAS SPECIFIED3" SAND BEDAROUND CONDUITPROVIDE PULLSTRING IN EACHCONDUIT FOR FUTURE USE (TYP)803573SNSEWYORKOFETATSSOIANLEOFPRLICENSEDREENIGNETRASSNEJ.CIREREXCELSIOR°°°°°°°°engineering, p.c.ECPhone: (585)641-7121Fax: (585) 362-4175www.ec4b.com15 Schoen PlaceSuite 300Pittsford, NY 14534REVISIONIt is a violation of New York Education Law Article 145 Sec.7209, for any person, unless acting under thedirection of a licensed professional engineer, architect, or land surveyor, to alter an item in any way. If anitem bearing the seal of an engineer, architect, or land surveyor is altered; the altering engineer, architect,or land surveyor shall affix to the item their seal and notation "altered by" followed by their signature anddate of such alteration, and a specific description of the alteration.NO.PROJECT/CLIENTPROJECT MANAGER:REVIEWED BY:DRAWN BY:ISSUED FORDATE:DRAWING TITLEPROJECT NUMBERSCALE:AS NOTEDDRAWING NUMBERDATENEWMAN DEVELOPMENT GROUPDBKPERMIT ISSUE (07/10/2017)07/10/2017E1.0816162PERMIT07-10-2017DETAILSRSEJSCITY CENTREITHACA, NY1TYPICAL NEW CONSTRUCTION FLUSH DATA/CATV OUTLET DETAIL2ROOF/EXTERIOR RECEPTACLE DETAIL3MADE GROUNDING ELECTRODE GROUND GRID5PROTECTIVE BOLLARD DETAIL6MULTIPLE BOILER EMERGENCY DISCONNECT WIRING DIAGRAM4PAD DETAIL7TYPICAL DIRECT BURIED CONDUIT DETAIL FF FFFFFFFFFSSHHFSDSDFSSHHSSHHFSDSDFSSHHSSFTSECSSHHFSDSDFSSHHSSHHFSDSDFSSHHSFTSECSSHHFSDSDFSSHHSSHHFSDSDFSSHHSSFTSECSSHHFSDSDFSSHHSSHHFSDSDFSSHHSSFTSECFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFSSHHFSDSDFSSHHSSHHFSDSDFSSHHSSFTSECSSHHFSDSDFSSHHSSHHFSDSDFSSHHSFTSECSSHHFSDSDFSSHHSSHHFSDSDFSSHHSSFTSECSSHHFSDSDFSSHHSSHHFSDSDFSSHHSSFTSECSSHHFSDSDFSSHHSSHHFSDSDFSSHHSSFTSECNOTE:WIRING ON RISER DIAGRAM IS DIAGRAMMATIC ONLY AND ISNOT INTENDED TO INDICATE ROUTING OR QUANTITIES OFCABLES. PROVIDE WIRING FOR A COMPLETE AND WORKINGSYSTEM AS REQUIRED BY THE SYSTEM MANUFACTURER. ALLDEVICES MAY NOT BE INDICATED ON THE RISER DIAGRAM.REFER TO FLOOR PLANS FOR LOCATIONS AND EXACTQUANTITIES OF DEVICES.SDSDAC ACACSDSDAC ACSDSDAC ACSDSDAC ACACSDSDAC ACSDSDAC ACSDSDAC ACNOTES:NOTES:A.B.C.D.E.F.PROVIDE INITIATION DEVICE CIRCUITS AS REQUIRED TO CONNECTALL DEVICES.PROVIDE DUCT SMOKE DETECTORS AND FAN SHUTDOWN RELAYSAS CALLED FOR ON THE DRAWINGS.THIS DETAIL IS DIAGRAMMATIC ONLY: ALL QUANTITIES AND LOCATIONSOF DEVICES ARE SHOWN ON DRAWINGS.ALL SMOKE AND HEAT DETECTORS ARE CEILING MOUNTED UNLESSOTHERWISE NOTED.PROVIDE NOTIFICATION APPLIANCE CIRCUIT POWER EXTENDERPANELS AS REQUIRED. LOCATE IN FIELD TO OPTIMIZE NAC WIRING.PROVIDE 120 VOLT, 20A BRANCH CIRCUIT FROM NEAREST BRANCHCIRCUIT PANEL TO EACH PANEL.PROVIDE ALL CROSS CONNECT WIRING SUCH THAT A FIRE ALARM ONONE SYSTEM WILL ALARM THE OTHER SYSTEM. PROVIDE CROSSCONNECT WIRING TO ALLOW ONE PERSON TO RESET ALL PANELS.MAIN ENTRANCEFIRE COMMAND CENTERTWO TELEPHONE LINESTWO TELEPHONE LINES1ST FLOOR INITIATION DEVICE CIRCUITELEV.LOBBYSMOKEDAMPER(TYPICAL)PARKING INITIATION DEVICE CIRCUITELEV.LOBBY2ND FLOOR INITIATION DEVICE CIRCUITELEV.LOBBYSMOKEDAMPER(TYPICAL)3RD FLOOR INITIATION DEVICE CIRCUITELEV.LOBBYSMOKEDAMPER(TYPICAL)5TH FLOOR INITIATION DEVICE CIRCUITELEV.LOBBYSMOKEDAMPER(TYPICAL)4TH FLOOR INITIATION DEVICE CIRCUITELEV.LOBBY6TH FLOOR INITIATION DEVICE CIRCUITELEV.LOBBYSMOKEDAMPER(TYPICAL)7TH FLOOR INITIATION DEVICE CIRCUITELEV.LOBBYSMOKEDAMPER(TYPICAL)8TH FLOOR INITIATION DEVICE CIRCUITELEV.LOBBYSMOKEDAMPER(TYPICAL)PROVIDE CROSS-CONNECTCABLESROUTE IN DIVERSE PATHFAN SHUTDOWN RELAYPRINTERDIGITALCOMMUNICATOR24 VDCFAN SHUTDOWN RELAY120V24 VDC120 VOLTCONNECTIONREMOTEANNUNCIATORVOICE COMMANDCENTER CONTROL8 STORY AND PARKING ELEVATORLOBBYF.A. AND STAIR TOWER FIREMAN'SPHONE JACKSDOOR HOLD OPEN CIRCUIT1ST FLOORNAC #1120VREMOTEANNUNCIATORFACP(1ST FL)120V120VPARKINGNAC #12ND FLOORNAC #13RD FLOORNAC #1FACPTRANSPONDER(6TH FL)5TH FLOORNAC #14TH FLOORNAC #16TH FLOORNAC #17TH FLOORNAC #1120 VOLTCONNECTION8TH FLOORNAC #1120V120V120V120VGRAPHICCOMMANDCENTERPROVIDE PC AND INSTALLGRAPHIC COMMAND ANDMONITORING SOFTWAREAS CALLED FOR INSPECIFICATIONS.MMSSSSS SSHTCTCSHTO INITIATINGDEVICECIRCUIT (VIAZAM)THIS DRAWING IS DIAGRAMMATIC ONLY. FUNCTIONS SHOWN ASHARDWIRED MAY BE ACCOMPLISHED THROUGH THE USE OFINTELLIGENT DEVICES AND SOFTWARE.ALL RELAYS ARE SHOWN IN THE DE-ENERGIZED STATE.ELEVATORCAB LIGHTS,FANS ETC.1.2.NOTES:20A/1PINSTALL 208V AC, 30A DOUBLEPOLE, FUSIBLE, SINGLE THROWSWITCH (HUBBELL CATALOG NO 1392OR APPROVED EQUIVALENT)SUPERVISINGRELAYR22ND FLOOR LOBBYSMOKE DETECTORASNOTEDASNOTEDaaINSTALL 480V AC FUSIBLE DISCONNECTSWITCH WITH AUXILARY CONTACTS. FUSESSIZED PER ELEVATOR MANUFACTURER'SRECOMMENDATIONSLOSSOF ACLOSSOF ACELEVATORCONTROLLER1ST FLOOR LOBBYSMOKE DETECTORRECALLRECALLLOWER LEVEL ELEVLOBBY SMOKE DETECTOR3RD FLOOR LOBBYSMOKE DETECTORLOSS OF AC CONTACTS & SWITCHES ONLYREQUIRED IF ELEVATOR EQUIPED WITH BATTERYLOWERING.G.C. TO PROVIDE PROGRAMMING FOR ONLY (1)ELEVATOR TO OPERATE DURING GENERATOR USE.ATS CONNECTION TO ELEVATOR CONTROLLERS BYE.C.WIRING BY OTHERSWIRING BY E.C.1.OFF-TIME DELAY RELAYLEGEND:R1ELEVATOR SHAFT HEATDETECTORDESIGNER NOTES:ELEVATOR8TH FLOOR LOBBYSMOKE DETECTORELEVATOR SHAFTSMOKE DETECTORSH2.803573SNSEWYORKOFETATSSOIANLEOFPRLICENSEDREENIGNETRASSNEJ.CIREREXCELSIOR°°°°°°°°engineering, p.c.ECPhone: (585)641-7121Fax: (585) 362-4175www.ec4b.com15 Schoen PlaceSuite 300Pittsford, NY 14534REVISIONIt is a violation of New York Education Law Article 145 Sec.7209, for any person, unless acting under thedirection of a licensed professional engineer, architect, or land surveyor, to alter an item in any way. If anitem bearing the seal of an engineer, architect, or land surveyor is altered; the altering engineer, architect,or land surveyor shall affix to the item their seal and notation "altered by" followed by their signature anddate of such alteration, and a specific description of the alteration.NO.PROJECT/CLIENTPROJECT MANAGER:REVIEWED BY:DRAWN BY:ISSUED FORDATE:DRAWING TITLEPROJECT NUMBERSCALE:AS NOTEDDRAWING NUMBERDATENEWMAN DEVELOPMENT GROUPDBKPERMIT ISSUE (07/10/2017)07/10/2017E1.0916162PERMIT07-10-2017DETAILSRSEJSCITY CENTREITHACA, NY1FIRE ALARM RISER DIAGRAM2FIRE ALARM ELEVATOR CONTROL WIRING DIAGRAM TO UTILITY POLE ORMANHOLE AS DESIGNATEDBY LOCAL TELEPHONEUTILITYTO UTILITY POLE ORMANHOLE AS DESIGNATEDBY LOCAL CATV UTILITYTO EACH RESIDENTIALUNITTO EACH COMMERCIALSHELL SPACE TENANTUNIT(1) 4" SCHEDULE 80 PVC,DIRECT BURIED CONDUIT.TRANSITION TO GRS CONDUITABOVE GRADE. TELEPHONESERVICE CONDUCTOR BYUTILITY(1) 4" SCHEDULE 80 PVC,DIRECT BURIED CONDUIT.TRANSITION TO GRS CONDUITABOVE GRADE. CATVSERVICE CONDUCTOR BYUTILITYTELECOMMUNICATIONSROOM(1) 1" EMT CONDUIT.PROVIDE (2) CATEGORY 5EAND (2) RG6/U CABLESFROM APARTMENT OUTLETSTO TELECOMMUNICATIONSROOM.(TYPICAL)(1) 1" EMTCONDUIT. (TYPICAL)1435 535312235 53531235 53531235 535312545 45142545 45142545 451ST FLOOR2ND FLOOR3RD FLOOR4TH FLOOR5TH FLOOR6TH FLOOR7TH FLOOR8TH FLOOR(4) 4"C4"C4"C4"C4"C4"C4"C4"C4"C4"C4"C4"C4"C(15) MICRODUCTRISER DIAGRAM NOTES:FDT CABINET, FURNISHED AND INSTALLED BY VERIZON.CATV EQUIPMENT, FURNISHED AND INSTALLED BY CATV SERVICEPROVIDER.S-ONE, RECESSED BACKBOX LOCATED IN RESIDENTIAL UNIT.S-ONE, RECESSED BACKBOX LOCATED IN OFFICE MECHANICAL ROOM.LOW VOLTAGE SYSTEMS BACKBOX.12345LOW VOLTAGE CABLEINSTALLED IN OPEN AIR(TYP.)LOW VOLTAGE CABLEINSTALLED IN OPEN AIR(TYP.)(15) 1"C(15) MICRODUCT(15) 1"C(15) MICRODUCT(15) 1"C(15) MICRODUCT(15) 1"C4"C4"C() MICRODUCT() 1"C() MICRODUCT() 1"C() MICRODUCT() 1"C803573SNSEWYORKOFETATSSOIANLEOFPRLICENSEDREENIGNETRASSNEJ.CIREREXCELSIOR°°°°°°°°engineering, p.c.ECPhone: (585)641-7121Fax: (585) 362-4175www.ec4b.com15 Schoen PlaceSuite 300Pittsford, NY 14534REVISIONIt is a violation of New York Education Law Article 145 Sec.7209, for any person, unless acting under thedirection of a licensed professional engineer, architect, or land surveyor, to alter an item in any way. If anitem bearing the seal of an engineer, architect, or land surveyor is altered; the altering engineer, architect,or land surveyor shall affix to the item their seal and notation "altered by" followed by their signature anddate of such alteration, and a specific description of the alteration.NO.PROJECT/CLIENTPROJECT MANAGER:REVIEWED BY:DRAWN BY:ISSUED FORDATE:DRAWING TITLEPROJECT NUMBERSCALE:AS NOTEDDRAWING NUMBERDATENEWMAN DEVELOPMENT GROUPDBKPERMIT ISSUE (07/10/2017)07/10/2017E1.1016162PERMIT07-10-2017DETAILSRSEJSCITY CENTREITHACA, NY1TELEPHONE/CATV DISTRIBUTION ONE-LINE DIAGRAM2CATV AND TEL/COM RISER DIAGRAM AA34B24A34B1System No. C-AJ-1292March 5, 2007F Rating - 3 HrT Rating - 0 HrL Rating At Ambient - Less Than 1 CFM/sq ftL Rating At 400 F - 2 CFM/sq ftW Rating - Class ISECTION A-AAA1. Floor or Wall Assembly- Min 4-1/2 in. (114 mm) thick reinforced lightweight or normal weight (100-150 pcf or 1600-2400 kg/m3)concrete. Wall may also be constructed of any UL ClassifiedConcrete Blocks*. Max diam of opening is 6 in. (152 mm).SeeConcrete Blocks (CAZT) category in the Fire Resistance Directory for names of manufacturers.2. Sleeves- (Optional) - The following sleeves may be used:A. Metallic Sleeve - Nom 6 in. (152 mm) diam (or smaller) steel Schedule 40 (or heavier) pipe cast or grouted into floor or wall assembly, flush with floor or wall surfaces. As an alternate, nom 6 in. (152mm) diam (or smaller) sleeve fabricated from nom 0.019 in. (0.48 mm) thick galv steel cast or grouted into floor or wall assembly flush with floor or wall surfaces.B. Nonmetallic Sleeve- Nom 6 in. (152 mm) diam (or smaller) Schedule 40 polyvinyl chloride (PVC) pipe cast or grouted into floor or wall assembly, flush with floor or wall surfaces.3. Through Penetrants - One metallic pipe, conduit or tubing installed either concentrically or eccentrically within the firestop system.The annular space shall be min 1/2 in. (13 mm) to max 2-3/8 in. (60 mm) Pipe, conduit or tubing to be rigidly supported on both sides offloor or wall assembly. The following types of pipe, conduit or tubing may be used: A.Steel Pipe - Nom 4 in. (102 mm) diam (or smaller) Schedule 10 (or heavier) steel pipe. B.Conduit - Nom 4 in. (102 mm) diam (or smaller) steel electrical metallic tubing (EMT) or steel conduit. C.Copper Tubing- Nom 3 in. (76 mm) diam (or smaller) Type M (or heavier) copper tubing. D.Iron Pipe - Nom 4 in. (102 mm) diam (or smaller) cast or ductile iron pipe.4. Firestop System - The firestop system shall consist of the following:A. Packing Material - Min 3-3/4 in. (95 mm) thickness of min 4 pcf (64 kg/m3) mineral wool batt insulation firmly packed into opening as a permanent form so that the width of the wool is compressed at least 50 percent. Packing material to be recessed from top surface of floor or from both surfaces of wall as required to accommodate the required thickness of fill material.B. Fill,Void or Cavity Material* - Sealant- Min 1/4 in. (6 mm) thickness of sealant applied within the annulus, flush with the top surface of floor or with both surfaces of wall.3M COMPANY - FB-1000 NS, FB-1003SL or FB-3000 WT*Bearing the UL Classification MarkSECTION A-A5232341System No. C-AJ-3030March 05, 2007F Ratings - 1-1/2, 2 and 3 Hr (See Item 5)T Rating - 0 HrL Rating At Ambient - 129 CFM/sq ftL Rating At 400 F - 92 CFM/sq ft1. Floor or Wall Assembly - Min 2-1/2 in. (64 mm) thick lightweight or normal weight (100-150 pcf or 1600-2400 kg/m3) concrete. Wall may also be constructedof any UL ClassifiedConcrete Blocks*. Max diam of opening is 8 in. (203 mm).SeeConcrete Blocks (CAZT) category in the Fire Resistance Directory for names of manufacturers.2. Sleeve (Optional) - Nom 8 in. (203 mm) diam (or smaller) Schedule 40 (or heavier) steel pipe or nom 6 in. (152 mm) diam (or smaller) Schedule 40 polyvinylchloride (PVC) pipe cast into floor or wall assembly. Sleeve to be flush with or project max 2 in. (51 mm) from top surface of floor or both surfaces of wall. When PVCsleeve is used, max cable conductor size is No. 12 AWG. As an alternate, nom 8 in. (203 mm) diam (or smaller) sleeve fabricated from nom 0.019 in. (0.48 mm) thickgalv steel cast or grouted into floor or wall assembly flush with floor or wall surfaces.3. Cables- Aggregate cross-sectional area of cables to be min 10 percent to max 40 percent of the cross-sectional area of the opening. Cables to be rigidly supportedon both sides of the floor or wall assembly. Any combination of the following types and sizes of cables may be used: A. Max 1000 kcmil single-conductor copper or aluminum power cable; cross-linked polyethylene insulation. B. Max No. 2/0 AWG multiconductor copper or aluminum power cables; cross-linked polyethylene, polyvinyl chloride, neoprene rubber, hypalon or silicone rubberinsulation and jacket materials. C. Max No. 12 AWG multiconductor copper control cables; cross-linked polyethylene, polyvinyl chloride, neoprene rubber, hypalon or silicone rubber insulation andjacket materials. D. Max 400 pair No. 24 AWG copper telephone cables; polyvinyl chloride insulation and jacket materials. E. Multiple fiber optical communication cable jacketed with PVC and having a max outside diam of 5/8 in. F. Max 200 pair No. 22 AWG (or smaller) copper conductor with polyvinyl chloride (PVC) insulation and jacketing material. G. Max 3/C No. 3/0 AWG (or smaller) copper or aluminum conductor SER cables with PVC insulation and jacket. H. Max 3/C No. 2/0 AWG (or smaller) copper conductor PVC jacketed aluminum clad or steel clad TECK 90 cable. I. Max 3/C with ground No. 8 AWG (or smaller) copper conductor NM cable with PVC insulation and jacket. J. RG/U coaxial cable with fluorinated ethylene (FE) or PVC insulation and jacket. K. Max 4 pair No. 24 AWG (or smaller) copper conductor data cable with Hylar jacket and insulation. L. Max 3/C No. 12 AWG (or smaller) MC (BX) copper cable with polyvinyl chloride insulation and jacket materials. M. Through Penetrating Product* - Any cables, Armored Cable+ or Metal Clad Cable+ currently Classified under the Through Penetrating Product category. SeeThrough Penetrating Product (XHLY) category in the Fire Resistance Directory for names of manufacturers4. Packing Material- Min 1 in. (25 mm) thickness of 4 pcf (64 kg/m3) mineral wool batt insulation firmly packed into opening as a permanent form. Packingmaterial to be recessed from top surface of floor or sleeve or from both surfaces of wall or ends of sleeve as required to accommodate the required thickness of fillmaterial (Item 5).5. Fill,Void or Cavity Material* - Caulk or Sealant- Applied to fill the through opening to a min thickness of 1 in. (25mm) flush with the top surface of thefloor or sleeve or both surfaces of wall or ends of sleeve. Caulk or sealant to be forced into interstices of cable group to max extent possible.F Rating of firestop systems is dependent upon the through opening size, the thickness of the concrete, the sleeve type and percentcable fill, as tabulated below:3M COMPANY - CP 25WB+ caulk or FB-3000 WT sealant.*Bearing the UL Classification MarkingMax ThroughOpening Diam, in.(mm)Min ConcreteThkns in. (mm)SleeveType% CableFillF RatingHr6 (152) 2-1/2 (64) PVC 15-40 26 (152) 2-1/2 (64) PVC 10-15 36 (152) 4-1/2 (114) PVC 10-40 36 (152) 4-1/2 (114) None 10-40 36 (152) 4-1/2 (114) Steel 10-40 38 (203) 2-1/2 (64) None 15-40 1-1/28 (203) 4-1/2 (114) None 15-33 28 (203) 2-1/2 (64) None 10-15 38 (203) 2-1/2 (64) Steel 15-40 1-1/28 (203) 2-1/2 (64) Steel 10-15 38 (203) 4-1/2 (114) Steel 10-22 3SECTION A-A2321B31AAA1. Wall Assembly - The 1 or 2 hr fire rated gypsum board/stud wall assembly shall be constructed of the materials and in the mannerdescribed in the individual U300, U400 or V400 Series Wall or Partition Design in the UL Fire Resistance Directory and shall include thefollowing construction features:A. Studs - Wall framing may consist of either wood studs or steel channel studs. Wood studs toconsist of nom 2 in. by 4 in. (51 mm by 102 mm) lumber spaced 16 in. (406 mm) OC. Steel studsto be min 3-1/2 in. wide (89 mm) spaced max 24 in. (610 mm) OC.B. Gypsum Board* - The gypsum board type, thickness, number of layers, fastener type and sheetorientation shall be as specified in the individual U300 or U400 Series Design in the UL FireResistance Directory. Max diam of opening is 3-1/2 in. (89 mm).The hourly F Rating of the firestop system is equal to the hourly fire rating of the wall assembly in which it isinstalled.2. Through Penetrants - One nonmetallic pipe or conduit installed eccentrically or concentrically within opening. Annular spacebetween penetrant and periphery of opening to be min 0 in. (point contact) to max 1-1/8 in. (0 mm to max 29 mm). Penetrant to be rigidlysupported on both sides of wall. The following types and sizes of penetrants may be used:A. Polyvinyl Chloride (PVC) Pipe - Nom 2 in. (51 mm) diam (or smaller) Schedule 40 solid core orcellular core PVC pipe for use in closed (process or supply) or vented (drain, waste or vent) pipingsystem.B. Chlorinated Polyvinyl Chloride (CPVC) Pipe - Nom 2 in. (51 mm) diam (or smaller) SDR13.5 CPVCpipe for use in closed (process or supply) piping systems.C. Rigid Nonmetallic Conduit+ - Nom 2 in. (51 mm) diam (or smaller) Schedule 40 PVC conduitinstalled in accordance with Article 347 of the National Electrical Code (NFPA No. 70).D. Acrylonitrile Butadiene Styrene (ABS) Pipe - Nom 1-1/2 in. (38 mm) diam (or smaller) Schedule 40solid core or cellular core ABS pipe for use in closed (process or supply) or vented (drain, waste orvent) piping systems.E. Electrical Nonmetallic Tubing (ENT)+ - Nom 1-1/4 in (32 mm) diam (or smaller) ENT installed inaccordance with Article 331 of the National Electrical Code (NFPA No. 70). SeeElectrical Nonmetallic Tubing (FKHU) category in the Electrical Construction Materials Directory for names of manufacturers.3. Fill,Void or Cavity Material* - Caulk or Sealant - Min 5/8 in. (16 mm) thickness of caulk applied within annulus, flush withboth surfaces of wall. Min 1/4 in. (6 mm) diam bead of caulk applied to gypsum board/penetrant interface at point contact location on bothsides of wall.3M COMPANY - IC 15WB+, CP 25WB+ caulk or FB-3000 WT sealant(Note: CP 25WB+ not suitable for use with CPVC pipes.)*Bearing the UL Classification Marking+Bearing the UL Listing MarkSystem No.W-L-2299May 19, 2005F Ratings - 1 & 2 Hr (See Item 1)T Rating - 0 HrSystem No.W-L-1001June 15, 2005F Ratings - 1, 2, 3 and 4 Hr (See Items 2 and 3)T Ratings - 0, 1, 2, 3, and 4 Hr (See Item 3)L Rating At Ambient - less than 1 CFM/sq ftL Rating At 400 F - less than 1 CFM/sq ft1. Wall Assembly - The 1, 2, 3 or 4 hr fire-rated gypsum wallboard/stud wall assembly shall be constructed of the materials and in themanner described in the individual U300 or U400 Series Wall or Partition Designs in the UL Fire Resistance Directory and shall include thefollowing construction features:A. Studs - Wall framing may consist of either wood studs (max 2 hr fire rated assemblies) or steel channel studs. Wood studs to consistof nom 2 by 4 in. (51 by 102 mm) lumber spaced 16 in. (406 mm) OC with nom 2 by 4 in. (51 by 102 mm) lumber end plates andcross braces. Steel studs to be min 3-5/8 in. (92 mm) wide by 1-3/8 in. (35 mm) deep channels spaced max 24 in. (610 mm) OC.B. Gypsum Board* - Nom 1/2 or 5/8 in. (13 or 16 mm) thick, 4 ft. (122 cm) wide with square or tapered edges. The gypsum wallboardtype, thickness, number of layers, fastener type and sheet orientation shall be as specified in the individual U300 or U400 Series Designin the UL Fire Resistance Directory. Max diam of opening is 26 in. (660 mm).2. Through Penetrant - One metallic pipe, conduit or tubing installed either concentrically or eccentrically within the firestop system. Theannular space between pipe, conduit or tubing and periphery of opening shall be min of 0 in. (0 mm) (point contact) to max 2 in. (51 mm).Pipe, conduit or tubing to be rigidly supported on both sides of wall assembly. The following types and sizes of metallic pipes, conduits ortubing may be used:A. Steel Pipe - Nom 24 in. (610 mm) diam (or smaller) Schedule 10 (or heavier) steel pipe.B. Iron Pipe - Nom 24 in. (610 mm) diam (or smaller) service weight (or heavier) cast iron soil pipe, nom 12 in. (305 mm) diam (orsmaller) or Class 50 (or heavier) ductile iron pressure pipC. Conduit - Nom 6 in. (152 mm) diam (or smaller) steel conduit or nom 4 in. (102 mm) diam (or smaller) steel electrical metallic tubingD. Copper Tubing - Nom 6 in. (152 mm) diam (or smaller) Type L (or heavier) copper tubingE. Copper Pipe - Nom 6 in. (152 mm) diam (or smaller) Regular (or heavier) copper pipe.F. Through Penetrating Product* - Flexible Metal Piping - The following types of steel flexible metal gas piping may be used:1. Nom 2 in. (51 mm) diam (or smaller) steel flexible metal gas piping. Plastic covering on piping may or may not be removed onboth sides of floor or wall assembly. OMEGA FLEX INC2. Nom 1 in. (25 mm) diam (or smaller) steel flexible metal gas piping. Plastic covering on piping may or may not be removed onboth sides of floor or wall assembly. GASTITE, DIV OF TITEFLEX3. Nom 1 in. (25 mm) diam (or smaller) steel flexible metal gas piping. Plastic covering on piping may or may not be removed onboth sides of floor or wall assembly. WARD MFG INC3. Fill,Void or Cavity Material* - Caulk or Sealant - Min 5/8. 1-1/4,1-7/8 and 2-1/2 in. (16, 32, 48 and 64 mm) thickness of caulk for1, 2, 3 and 4 hr rated assemblies, respectively, applied within annulus, flush with both surfaces of wall. Min 1/4 in. (6 mm) diam bead of caulkapplied to gypsum board/penetrant interface at point contact location on both sides of wall.The hourly F Rating of the firestop system is dependent upon the hourly fire rating of the wall assembly in which it is installed, as shown in thefollowing table.The hourly T Rating of the firestop system is dependent upon the type or size of the pipe or conduit and the hourly fire rating of the wall assemblyin which it is installed, as tabulated below:+When copper pipe is used, T Rating is 0 hr.3M COMPANY - CP 25WB+ caulk or FB-3000 WT sealant,*Bearing the UL Classification MarkingMax Pipe or Conduit Diam in. (mm) F Rating Hr T Rating Hr1 (25) 1 or 2 0+, 1 or 21 (25) 3 or 4 3 or 44 (102) 1 or 2 06 (152) 3 or 4 012 (305) 1 or 2 0SECTION A-A3231A1BAASECTION A-A423421A1BAASystem No.W-L-3195October 01, 2008F Ratings - 1 and 2 Hr (See Item 1)T Ratings - 0 and 1/2 Hr (See Item 1)1. Wall Assembly - The 1 or 2 hr fire rated gypsum board/stud wall assembly shall be constructed of the materials and in the mannerdescribed in the individual U300, U400 or V400 Series Wall or Partition Design in the UL Fire Resistance Directory and shall include thefollowing construction features:A. Studs - Wall framing may consist of either wood studs or steel channel studs. Wood studs toconsist of nom 2 by 4 in. (51 mmby 102 mm) lumber spaced 16 in. (406 mm) OC. Steel studs tobe min 3-1/2 in. (89 mm) wide spaced max 24 in. (610 mm) OC.B. Gypsum Board* - The gypsum board type, thickness, number of layers, fastener type and sheetorientation shall be asspecified in the individual Design in the UL Fire Resistance Directory. Max diam of opening is 5 in. (127 mm).The hourly F Rating of the firestop system is equal to the hourly fire rating of the wall assembly in which it isinstalled. The hourly T Rating is 0 and 1/2 Hr for 1 and 2 Hr rated assemblies, respectively.2. Steel Sleeve (Optional) - Cylindrical sleeve fabricated from min 0.018 in. (0.46 mm) thick (No. 28 gauge) galv sheet steel and having amin 1 in. (25 mm) lap along the longitudinal seam. Length of sleeve to be equal to or max 2 in. (51 mm) greater than the thickness of wall.Ends of sleeve to be flush with or extend a max 1 in. (25 mm) beyond each surface of wall.3. Cables - Max 4 in. (102 mm) diam cable bundle installed eccentrically or concentrically within opening. Annular space between cablebundle and periphery of opening or sleeve to be min 0 in. (0 mm, point contact) to max 1 in. (25 mm). Cable bundle to be rigidly supported onboth sides of wall. The following types and sizes of cables may be used: A. Max 200 pair No. 22 AWG (or smaller) copper conductor with polyvinyl chloride (PVC) insulation and jacketing material. B. Max 1/C No. 350 kcmil (or smaller) copper conductor cable with cross-linked polyethylene (XLPE) or PVC jacket. C. Max 7/C No. 12 AWG (or smaller) copper conductor power and control cables with XLPE or PVC insulation with XLPE or PVCjacket. D. Max 3/C No. 4/0 AWG (or smaller) copper or aluminum conductor SER cables with XLPE or PVCinsulation and jacket. E. Max 4/C No. 2/0 AWG (or smaller) copper conductor, aluminum clad or steel clad TECK 90 cable with or without PVC jacketed. F. Max 110/125 fiber optic (F.O.) cable with PVC insulation and jacket. G. Max 3/C with ground No. 8 AWG (or smaller) copper conductor NM cable with PVC insulation and jacket. H. Max RG/U coaxial cable with fluorinated ethylene insulation and jacket. I. Max 4 pair No. 24 AWG (or smaller) copper conductor data cable with Hylar jacket and insulation. J.Through Penetrating Product* - Any cables,Armored Cable+ orMetal Clad Cable+ currently Classifiedunder theThrough Penetrating Product category.SeeThrough Penetrating Product(XHLY) category in the Fire Resistance Directory for names of manufacturers.4. Fill,Void or Cavity Material* - Caulk or Sealant - Min 5/8 in. (16 mm) thickness of caulk applied within annulus, flush withboth surfaces of wall. Min 1/4 in. (6 mm) diam bead of caulk applied to gypsum board/cable bundle interface at point contact location on bothsides of wall.3M COMPANY - IC 15WB+, CP 25WB+ caulk or FB-3000 WT sealant*Bearing the UL Classification MarkingTHERE ARE MULTIPLE FIRE PENETRATION ASSEMBLIESFOR ANY GIVEN PENETRATION. OTHER PENETRATIONASSEMBLIES SHALL BE ACCEPTABLE BASED ON PRIORAPPROVAL ONLY.2AA3C3A3A3B3C211. Floor or Wall Assembly - Min 2-1/2 in. (64 mm) thick lightweight or normal weight (100-150 pcf or 1600-2400 kg/m3)concrete. Wall may also be constructed of any UL ClassifiedConcrete Blocks*. Max diam of circular opening is 6-1/2 in. (165mm).SeeConcrete Blocks (CAZT) category in the Fire Resistance Directory for names of manufacturers.2. Nonmetallic Pipe or Conduit - Nom 4 in. (102 mm) diam (or smaller) Schedule 40 solid core or cellular core, polyvinylchloride (PVC) pipe for use in closed (process or supply) or vented (drain, waste or vent) piping systems orRigid NonmetallicConduit++ or SDR 13.5 chlorinated polyvinyl chloride (CPVC) pipe for use in closed (process or supply) piping systems. A maxof one pipe or conduit is permitted in the firestop system. Except as noted in Item B, the pipe or conduit shall be centered in thethrough opening. Pipe or conduit to be rigidly supported on both sides of floor or wall assembly.SeeRigid Nonmetallic Conduit (DZKT) category in the UL Electrical Construction Materials Directory for names ofmanufacturers.3. Firestop System - The hourly T Ratings for the firestop system are dependent upon the firestop orientation (wall or floor),the size of the nonmetallic pipe or conduit, and the floor thickness, as tabulated below: (a) W = wall, F = floor (b) Min concrete floor thickness is 2-1/2 in. (64 mm).The details of the firestop system shall be as follows:A. Steel Support Clips - Nom 1 in. (25 mm) wide by nom 0.019 in. (0.5 mm) thick (28 gauge) galv steel strips field-formedinto "Z"-shape with height of Z-shape equal to the floor thickness and with width of bottom (as installed) leg of sufficient length tospan annular space. Top (as installed) leg of Z-shape to be min 2 in. (51 mm) long and may or may not be secured to top surfaceof floor with masonry anchors. As an alternate to the Z-shape clips, the galv steel strips may be formed into "L" shape with heightequal to 2 in. (51 mm) and with bottom (as installed) leg of sufficient length to span annular space. Clips secured to outermostwrap strip layer with steel wire tie prior to insertion in through opening. Min of three steel support clips to be used, symmetricallylocated, with bottom leg of clips flush with bottom plane of floor. When annular space around nom 1/2 in. to 2 in. (13 mm to 51 mm)diam pipe in floor assembly is 1/4 in. to 3/8 in. (6 mm to 10 mm) , steel support clips are not required.B. Fill,Void or Cavity Materials* - Wrap Strip - Nom 1/4 in. (6 mm) thick intumescent elastomeric material faced onone side with aluminum foil, supplied in 2 in. (51 mm) wide strips. Nom 2 in. (51 mm) wide strips tightly wrapped aroundnonmetallic pipe (foil side exposed) to fill annular space around pipe. A min of one layer of wrap strip is required for nom 1/2 in. to2 in. (13 mm to 51 mm) diam pipes. A min of two layers of wrap strip is required for nom 2-1/2 in. and 3 in. (64 mm and 76 mm)diam pipes. A min of three layers of wrap strip is required for nom 3-1/2 in. and 4 in. (89 mm and102 mm) diam pipes. Each layerof wrap strip to be installed with butted seam with butted seams in successive layers staggered. Wrap strip layers securely boundwith steel wire or aluminum foil tape and slid into through opening such that the bottom edges are flush with the bottom plane ofthe floor and are resting on the steel support clip legs. When nom 2 in. to 4 in. (51mm to 102 mm) diam PVC pipe is used in min4-1/2 in. (114 mm) thick concrete floor, the pipe may be installed eccentrically in the through opening (min zero clearance at pointcontact location) provided that (1) the inside diam of the through opening is 1.3 to 1.5 times larger than the outside diam of thepipe, (2) the annular space between the pipe and the sides of the opening at the bottom 2 in. (51 mm) of the through opening iscompletely filled with wrap strip layers installed following the contour of the pipe and (3) the bottom edges of the wrap strip layersare reliably supported by "Z"-shaped steel support clips anchored to the top surface of the concrete floor. In wall assemblies, thewrap strip layers on the nonmetallic pipe are to be installed in the same manner used for floor assemblies, but shall be installedsymmetrically on both sides of the wall with the exposed edges of the wrap strip layers flush with the wall surfaces.3M COMPANY - FS-195+C. Fill,Void or Cavity Materials* - Caulk or Sealant - Min 1/4 in. (6 mm) diam continuous bead applied to insidewalls of through opening prior to installation of steel support clips and/or wrap strip. Caulk bead to be recessed 1 in. (25 mm) fromthe bottom plane or floor. In wall assemblies, caulk bead to be recessed 1 in. (25 mm) from wall surface on both sides of wall. Infloor assemblies, a nom 1/2 in. (13 mm) thick coating of caulk is to be applied to the top edges of the wrap strip layers and to fill allgaps at the wrap strip/concrete interface. In wall assemblies, the exposed edges of the wrap strip layers and all gaps at the wrapstrip/concrete interface on both sides of the wall to be coated with thin layer of caulk.3M COMPANY- CP 25WB+, IC 15WB caulk or FB-3000 WT sealant.(The W Rating applies only when FB-3000WT sealant is used.)*Bearing the UL Classification Marking++Bearing UL Listing MarkOrientation (a)Nom Pipe Diam in.(mm)Annular Space in.(mm)F Rating Hr T Rating HrF (b) 1/2 to 2 (13 to 51) 1/4 to 1 (6 to 25) 2 0F (b) 2-1/2, 3 (64, 76) 1/2 to 1 (13 to 25) 2 0W, F 1/2 to 2 (13 to 51) 1/2 to 1 (6 to 25) 2 2W, F 2-1/2, 3 (64, 76) 1/2 to 1 (13 to 25) 2 2W, F 3-1/2, 4 (89, 102) 3/4 to 1 (19 to 25) 2 2System No. C-AJ-2002May 18, 2005F Rating - 2 HrT Ratings - 0 and 2 HrL Rating at Ambient - 7 CFM/sq ftL Rating at 400 F - less than 1 CFM/sq ft (See Item 3C)W Rating - Class I (See Item 3)SECTION A-A803573SNSEWYORKOFETATSSOIANLEOFPRLICENSEDREENIGNETRASSNEJ.CIREREXCELSIOR°°°°°°°°engineering, p.c.ECPhone: (585)641-7121Fax: (585) 362-4175www.ec4b.com15 Schoen PlaceSuite 300Pittsford, NY 14534REVISIONIt is a violation of New York Education Law Article 145 Sec.7209, for any person, unless acting under thedirection of a licensed professional engineer, architect, or land surveyor, to alter an item in any way. If anitem bearing the seal of an engineer, architect, or land surveyor is altered; the altering engineer, architect,or land surveyor shall affix to the item their seal and notation "altered by" followed by their signature anddate of such alteration, and a specific description of the alteration.NO.PROJECT/CLIENTPROJECT MANAGER:REVIEWED BY:DRAWN BY:ISSUED FORDATE:DRAWING TITLEPROJECT NUMBERSCALE:AS NOTEDDRAWING NUMBERDATENEWMAN DEVELOPMENT GROUPDBKPERMIT ISSUE (07/10/2017)07/10/2017E1.1116162PERMIT07-10-2017DETAILSRSEJSCITY CENTREITHACA, NY1CONDUIT PENETRATION ASSEMBLIES TVT V FFFSSCOMIC33TVT V FFFSSCOMMIC3333T V TVFFFSSCOMMIC3333FFFTVTVSSCOMMIC3333TVTV FFFSSCOMMIC33FTVT V FFFSSCOMMICDH 3333GFIGFIACGFIACGFIGFI42"DRCFC-12GFI110110110SSGFIAC1234445678LCA$#9999912114112101010101099UFCUFBUFDUFBUFBUFBUFAGFI42"GFIGFIACGFIACGFIDRGFI110110110SSCFC-12GFIACGFIAC123444CFC-0556788LCA$#99999911124GFI112229101010101099UFCUFBUFBUFDUFAUFBUFBUFBUFBUFBUFBGFIDRGFI42"GFIACGFIACGFIAC110110110GFI WPGFI WPSSCFC-12CFC-051GFI2344456788GFILCB$#GFIAC1414141414141299999910101010102211414LJUFDUFCUFBUFBUFBUFB UFBUFB UFBUFBUNIT807RDGFIGFIGFIGFIACGFIAC110110110GFI WPSSCFC-12CFC-12GFI42"GFI12344456788GFIACGFIACLCA$#99999910101010991211411222109LJUFBUFBUFCUFAUFB UFBUFB UFBUFDUNIT808GFI42"DRGFIGFIGFIACGFIACGFIACGFIAC110110110SSCFC-07CFC-12GFI12344456788LCA$#9999991010102GFIAC22114GFI291211109UFDUFCUFBUFBUFBUFBUFB UFBUFBUFBUNIT810GFI WPDRGFIGFIGFIACGFIACGFIACGFIACGFI42"GFI110110110SSCFC-12CFC-05GFI12344456788LCB$#121199999910101010101013131313131322211413LJUFDUFCUFBUFBUFBUFB UFBUFBUFB803573SNSEWYORKOFETATSSOIANLEOFPRLICENSEDREENIGNETRASSNEJ.CIREREXCELSIOR°°°°°°°°engineering, p.c.ECPhone: (585)641-7121Fax: (585) 362-4175www.ec4b.com15 Schoen PlaceSuite 300Pittsford, NY 14534REVISIONIt is a violation of New York Education Law Article 145 Sec.7209, for any person, unless acting under thedirection of a licensed professional engineer, architect, or land surveyor, to alter an item in any way. If anitem bearing the seal of an engineer, architect, or land surveyor is altered; the altering engineer, architect,or land surveyor shall affix to the item their seal and notation "altered by" followed by their signature anddate of such alteration, and a specific description of the alteration.NO.PROJECT/CLIENTPROJECT MANAGER:REVIEWED BY:DRAWN BY:ISSUED FORDATE:DRAWING TITLEPROJECT NUMBERSCALE:AS NOTEDDRAWING NUMBERDATENEWMAN DEVELOPMENT GROUPDBKPERMIT ISSUE (07/10/2017)07/10/2017E3.0016162PERMIT07-10-2017ENLARGED UNIT PLANSRSEJSCITY CENTREITHACA, NY 1/4" = 1'-0"1UNIT A1 1/4" = 1'-0"2UNIT A2 1/4" = 1'-0"3UNIT A3 1/4" = 1'-0"4UNIT A4 1/4" = 1'-0"5UNIT A5 1/4" = 1'-0"6UNIT A6PROVIDE (1) 120V RECEPTACLE FOR DISHWASHER FROM APARTMENTLOAD CENTER, FEED UTILIZING 2-#12 & 1-#12E.G. VERIFY MOUNTINGHEIGHT WITH MANUFACTURERS RECOMMENDATIONS.PROVIDE (1) 120V POWER CONNECTION TO RANGE HOOD FROMAPARTMENT LOAD CENTER, FEED UTILIZING 2-#12 & 1-#12E.G. VERIFYMOUNTING HEIGHT WITH MANUFACTURERS RECOMMENDATIONS.FURNISHED BY G.C., E.C. TO INSTALL. PROVIDE (2) SWITCHES, (1) FORFAN AND (1) FOR LIGHT AT AN ACCESSIBLE HEIGHT.PROVIDE (1) 208V, 50A/2P POWER CONNECTION FOR ELECTRIC RANGEAND CIRCUIT TO APARMENT LOAD CENTER, FEED UTILIZING 2-#6 & 1-#8E.G. VERIFY MOUNTING HEIGHT WITH MANUFACTURERSRECOMMENDATIONS.IN GROUP R-2 OCCUPANCIES REQUIRED BY SECTION 907 TO HAVE AFIRE ALARM SYSTEM, ALL DWELLING UNITS SHALL BE PROVIDED WITHTHE CAPABILITY TO SUPPORT VISIBLE NOTIFICATION APPLIANCES INACCORDANCE WITH ICC/ANSI A117.1. PROVIDE ALL CONDUIT PATHWAYSAND CABLING. PROVIDE A/V DEVICE IN APARTMENT AS REQUIRED,OTHERWISE PROVIDE BLANK COVERPLATE.PROVIDE (1) 208V, 30A/2P POWER CONNECTION FOR ELECTRIC DRYERAND CIRCUIT TO LOAD CENTER, FEED UTILIZING 2-#10 & 1-#10E.G. VERIFYMOUNTING HEIGHT WITH MANUFACTURERS RECOMMENDATIONS.FURNISH AND INSTALL TENANT INTERCOM. PROVIDE ALL HARDWARE ASREQUIRED. COORDINATE INSTALLATION REQUIREMENTS WITH INTERCOMSYSTEM MANUFACTURER. REFER TO ELECTRICAL DETAILS FOR TYPICALINTERCOM RISER.PROVIDE 120V POWER CONNECTION FOR GARBAGE DISPOSAL FROMAPARTMENT LOAD CENTER, FEED UTILIZING 2-#12 & 1-#12E.G.COORDINATE CONNECTION WITH P.C., E.C. TO PROVIDE SWITCH ABOVECOUNTER TO OPERATE DISPOSAL.PROVIDE 208V POWER CONNECTION FOR INDOOR VRF UNIT FROMAPARTMENT LOAD CENTER. CIRCUIT ALL INDOOR VRF UNITS IN ANAPARTMENT TO A SINGLE 20A/2P BREAKER. FEED UTILIZING 2-#12 & 1-#12E.G. COORDINATE CONNECTION WITH M.C.DRAWING NOTES:1REFER TO ARCHITECTURAL PLANS FOR FINAL LOCATIONS OF LIGHTS,SWITCHES AND OUTLETS PRIOR TO ROUGH-IN. REFER TO ELEVATIONSAND REFELECTED CEILING PLANS.FIRESTOP ALL PENETRATIONS THROUGH FIRE AND SMOKE WALLS.FIRE ALARM DEVICES SHALL BE CONNECTED TO THE MAIN BUILDING FIREALARM CONTROL PANEL.DO NOT INSTALL SWITCHES, RECEPTACLES, OR OTHER MISC WALLBOXES IN THE SAME STUD CAVITY WITH SWITCHES, RECEPTACLES, OROTHER MISC WALL BOXES FOR AN ADJACENT RESIDENTIAL UNIT. BOXESSERVING DIFFERENT RESIDENTIAL SPACES SHALL BE SEPARATED BY ATLEAST 16" O.C. AND ONE WALL STUD.PROVIDE TYPE WRITTEN PANELBOARD SCHEDULES FOR ALL PANELS.ALL 120V, SINGLE PHASE, 15A AND 20A BRANCH CIRCUITS SUPPLYINGOUTLETS OR DEVICES INSTALLED IN DWELLING UNITS SHALL BE AFCIPROTECTED BY ANY OF THE MEANS DESCRIBED IN NEC 210.12 (A)(1)THROUGH (6).ALL 120V, 15A AND 20A, RECEPTACLES LOCATED INSIDE A DWELLINGUNIT SHALL BE TAMPER RESISTANT.ALL KITCHEN RECEPTACLES SHALL BE GFI PROTECTED. COORDINATEWITH MILLWORK PRIOR TO ROUGH-IN.FOR EACH TV OUTLET SHOWN PROVIDE (1) RG6/U COAXIAL CABLE TOSPLITTER IN APARTMENT. SPLITTER TO BE LOCATED IN ENTRY CLOSET.FOR EACH TEL/DATA DROP SHOWN PROVIDE (1) CATEGORY 6 CABLE TONETWORK CLOSET ON FIRST FLOOR. TEST AND TERMINATE CABLES ASREQUIRED.MOUNT ALL UNITS ELECTRICAL LOAD CENTERS IN THE DWELLING UNITSSUCH THAT THE TOP MOST OPERABLE DEVICE IS LESS THAN 48" A.F.F.ALL BRANCH CIRCUIT WIRING SHALL BE A MINIMUM OF #12AWG ORLARGER.PROVIDE 6' MINIMUM WHIP TO ELECTRIC DRYER AND WASHER TOMAINTAIN EQUIPMENT.GENERAL NOTES:A.B.C.D.E.F.G.H.I.J.K.L.M.2345678 30"STAND.TUBTVTVTVFFFSSCOSMMMFFIC 33 30"STAND.TUBT V TVTVFFF FFSSSSCOCOMMMIC3 33 33330"STAND.TUBTVTVTVFFFFFSSSCOMMMSCOIC333330"STAND.TUBSTVTVTVF FF FF SSSCOMMMMIC CO333 3 UNIT226CFC-12CFC-05CFC-05GFI42"GFIGFIGFIGFIACGFIACGFIACGFIACGFI42"DR110110110SSS110GFI12344441104567888LCC$#GFIAC14141414141110101010101210291099991622111410UFBUFBUFCUFDUFBUFBUFBUFBUFCUFBUFDUFBUFBK.1UNIT228CFC-05CFC-12CFC-05GFI42"GFIGFIGFI42"GFIACGFIACGFIACGFIACRD110110110110110SSSSGFIGFI12344444567888161010101099999111214141414142GFIAC21114LCC$#101010UFBUFBUFBUFBUFBUFDUFCUFBUFDUFBUFCUFBUFBUFACFC-05CFC-12CFC-05RDGFIACGFIACGFIGFI42"GFI42"110110110110110SSSGFISGFI12344444GFI367888LCC$#GFIACGFIAC222214141414141416129999999121010101014UFDUFBUFCUFAUFB UFBUFBUFBUFBUFDUFBUFCUFBDRGFIACGFIACGFIACGFIACGFIGFI42"GFI42"GFI110110110110110SSSCFC-12CFC-05CFC-05GFIGFI12344444567888LCC$#16149999911141414141414121010101010GFI WP10102GFIACGFIACGFIAC2222111410UFAUFBUFBUFBUFCUFBUFDUFBUFCUFBUFDUFBUFBUFBUFBUFB803573SNSEWYORKOFETATSSOIANLEOFPRLICENSEDREENIGNETRASSNEJ.CIREREXCELSIOR°°°°°°°°engineering, p.c.ECPhone: (585)641-7121Fax: (585) 362-4175www.ec4b.com15 Schoen PlaceSuite 300Pittsford, NY 14534REVISIONIt is a violation of New York Education Law Article 145 Sec.7209, for any person, unless acting under thedirection of a licensed professional engineer, architect, or land surveyor, to alter an item in any way. If anitem bearing the seal of an engineer, architect, or land surveyor is altered; the altering engineer, architect,or land surveyor shall affix to the item their seal and notation "altered by" followed by their signature anddate of such alteration, and a specific description of the alteration.NO.PROJECT/CLIENTPROJECT MANAGER:REVIEWED BY:DRAWN BY:ISSUED FORDATE:DRAWING TITLEPROJECT NUMBERSCALE:AS NOTEDDRAWING NUMBERDATENEWMAN DEVELOPMENT GROUPDBKPERMIT ISSUE (07/10/2017)07/10/2017E3.0116162PERMIT07-10-2017ENLARGED UNIT PLANSRSEJSCITY CENTREITHACA, NY 1/4" = 1'-0"1UNIT B1 1/4" = 1'-0"2UNIT B2 1/4" = 1'-0"3UNIT B3 1/4" = 1'-0"4UNIT B5REFER TO DRAWING E3.00 FOR GENERAL AND DRAWINGS NOTES FORTYPICAL UNIT PLANS.GENERAL NOTES:A. 30"STAND.TUBT V T V TVFFFFFSSSCOMMMIC3330"STAND.TUBTVTVT V FFFFFSSCOSSCOMMMICTVFFSCOMICGFI42"GFI42"GFIGFIACGFIACGFIACGFIRD110110110110110SSSGFIACCFC-05CFC-05CFC-12GFI WPGFIGFI12344444567888LCC$#9999999111416141414141410101010101010210GFIAC4GFIACGFIAC22221111210UFAUFBUFBUFBUFBUFBUFBUFCUFBUFBUFBUFBUFCUFBUFDRDGFI42"GFIACGFIACGFIACGFIGFI42"110110110110110SSSSGFIACCFC-05CFC-12CFC-05GFIGFI12344444567888LCC$#GFI WP99999911101010101010GFIACGFIAC22GFIAC22GFIAC1111412141414141414141610UFBUFBUFBUFBUFCUFBUFDUFBUFDUFCUFBUFBUFBDRGFIGFI42"GFIACGFI110110SGFIACCFC-12GFIGFI123445678LCD$#1112999910101010102149UFAUFBUFBUFDUFBUFC803573SNSEWYORKOFETATSSOIANLEOFPRLICENSEDREENIGNETRASSNEJ.CIREREXCELSIOR°°°°°°°°engineering, p.c.ECPhone: (585)641-7121Fax: (585) 362-4175www.ec4b.com15 Schoen PlaceSuite 300Pittsford, NY 14534REVISIONIt is a violation of New York Education Law Article 145 Sec.7209, for any person, unless acting under thedirection of a licensed professional engineer, architect, or land surveyor, to alter an item in any way. If anitem bearing the seal of an engineer, architect, or land surveyor is altered; the altering engineer, architect,or land surveyor shall affix to the item their seal and notation "altered by" followed by their signature anddate of such alteration, and a specific description of the alteration.NO.PROJECT/CLIENTPROJECT MANAGER:REVIEWED BY:DRAWN BY:ISSUED FORDATE:DRAWING TITLEPROJECT NUMBERSCALE:AS NOTEDDRAWING NUMBERDATENEWMAN DEVELOPMENT GROUPDBKPERMIT ISSUE (07/10/2017)07/10/2017E3.0216162PERMIT07-10-2017ENLARGED UNIT PLANSRSEJSCITY CENTREITHACA, NY 1/4" = 1'-0"1UNIT B6 1/4" = 1'-0"2UNIT B7 1/4" = 1'-0"3UNIT E1REFER TO DRAWING E3.00 FOR GENERAL AND DRAWINGS NOTES FORTYPICAL UNIT PLANS.GENERAL NOTES:A. FECFECFECFECFFHHSSSSSSHSHRPMMMMMMMMM MMMMFFF FFFFFFFFFFFFFFF F FFFFFF JJJJJJMMMMMM14A23B5678910EFGA.1B.1C.1D.1E.11.12.15.1K.15.6G.1F.1H.1J.1PARKINGB100BICYCLESTOR.B105FIREPUMPRM.B107ELEV.2-ELEV.1-MAINTELECOMB102STOR.B101RECYCLEB103STAIR2-RESID.TRASHTERM.ROOMB104STAIR1-SWITCHGEAR(ON FLOOR ABOVE)SECONDARY SERVICEFEEDERS, CONCRETEENCASEDHVHPGT-HPGLVHPG48"GFI48"48"GFI WPGFI WPIN PITIN PITGFI48"48"48"48"48"GFI48"148"48"ACWCUH-1AUH-1AUH-1BWCUH-1CWCUH-1BWCUH-1EUH-1CUH-1DDH-1WCUH-1DUH-1EUH-1FUH-1GSTORAGEB106WCUH-1H13255LVHPG/1LVHPG/2,4,6LVHPG/3LVHPG/8,10LVHPG/5,7LVHPG/9110LVLS1/1FTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSLVHP1A/83/4" x12' FIRE TREATEDPLYWOOD BACK BOARDFROM 2'-0"AFF TOCEILING/DECKLVHP1A/9LVLS1/12LVHPG/11LVHPG/12753015GFI48"1101101101511075 7511011030110110110110751101103030WP11011044SDP1/1,3,5SDP1/2,4,644446666PROVIDE (2)4" CONDUITSTO TELECOM ROOM. STUBCONDUIT OUT OFBUILDING. COORDINATEFINAL LOCATION WITHSITE DRAWINGS.6666LVLS1/10LVLS1/10LVLS1/10LVLS1/9LVLS1/9LVLS1/9LVLS1/9LVLS1/9ESP-1ASP-1FP-1JP-1WCUH-1G803573SNSEWYORKOFETATSSOIANLEOFPRLICENSEDREENIGNETRASSNEJ.CIREREXCELSIOR°°°°°°°°engineering, p.c.ECPhone: (585)641-7121Fax: (585) 362-4175www.ec4b.com15 Schoen PlaceSuite 300Pittsford, NY 14534REVISIONIt is a violation of New York Education Law Article 145 Sec.7209, for any person, unless acting under thedirection of a licensed professional engineer, architect, or land surveyor, to alter an item in any way. If anitem bearing the seal of an engineer, architect, or land surveyor is altered; the altering engineer, architect,or land surveyor shall affix to the item their seal and notation "altered by" followed by their signature anddate of such alteration, and a specific description of the alteration.NO.PROJECT/CLIENTPROJECT MANAGER:REVIEWED BY:DRAWN BY:ISSUED FORDATE:DRAWING TITLEPROJECT NUMBERSCALE:AS NOTEDDRAWING NUMBERDATENEWMAN DEVELOPMENT GROUPDBKPERMIT ISSUE (07/10/2017)07/10/2017E4.0016162PERMIT07-10-2017POWER & SYSTEMS PLAN -LEVEL B1RSEJSCITY CENTREITHACA, NYPROVIDE SCHNEIDER ELECTRIC EV230WSR OR EQUIVALENT CARCHARGER. PROVIDE 208V POWER CONNECTION TO CAR CHARGER. FEEDUTILIZING 2-#6 & 1-#8E.G. IN 3/4"C. FEED FROM 40A/2P GFI BREAKER INPANEL SHOWN. COORDINATE FINAL LOCATION PRIOR TO ROUGH-IN.PROVIDE 20A/1P, 120V POWER CONNECTION TO OVERHEAD DOOR.INSTALL ALL HARDWARE PROVIDED WITH DOOR PACKAGE. PROVIDE 1/2"CONDUIT EXTENDING FROM HARDWARE TO DOOR OPERATOR. PROVIDEALL CONNECTIONS AS PER MANUFACTURERS RECOMMENDATIONS.PROVIDE CONNECTION TO SAFETY STRIP INSTALLED BY DOORCONTRACTOR. COORDINATE LOCATION WITH G.C. PRIOR TO ROUGH-IN.PROVIDE 208V, 3 PHASE, POWER CONNECTION FOR TRASH COMPACTOR60AS, 40AF DISCONNECT. FEED UTILIZING 3-#8 & 1-#10E.G. IN 3/4"C.COORDINATE FINAL REQUIREMENTS WITH MANUFACTURERRECOMMENDATIONS.PROVIDE 2-GANG OUTLET BOX ABOVE DOOR ON SECURE SIDE FORFUTURE CONNECTION OF SECURITY DEVICES. PROVIDE 3/4" CONDUIT TODOOR FRAME AND ROUGH (1) 3/4" CONDUIT WITH SINGLE GANG BOX AT46"AFF IN ACCESSIBLE WALL. PROVIDE BLANK PLATE. PROVIDE 120VCIRCUIT FROM NEAREST EMERGENCY PANEL. COORDINATE FINAL ROUGH-IN LOCATION WITH SECURITY SYSTEM VENDOR.PROVIDE 20A/3P, 480V POWER CONNECTION TO OVERHEAD DOOR.INSTALL ALL HARDWARE PROVIDED WITH DOOR PACKAGE. PROVIDE 1/2"CONDUIT EXTENDING FROM HARDWARE TO DOOR OPERATOR. PROVIDEALL CONNECTIONS AS PER MANUFACTURERS RECOMMENDATIONS.PROVIDE CONNECTION TO SAFETY STRIP INSTALLED BY DOORCONTRACTOR. COORDINATE LOCATION WITH G.C. PRIOR TO ROUGH-IN.PROVIDE NEMA 3R DISCONNECT.PROVIDE 120 VOLT POWER CONNECTION TO CARBON MONOXIDE SPACESENSOR. PROVIDE CONTROL CONDUIT WITH PULL STRING FOR WIRING BYMC. REFER TO MECHANICAL SHEETS FOR MORE INFORMATION.COORDINATE WITH MC PRIOR TO ROUGH-IN.DRAWING NOTES:1 1/8" = 1'-0"1POWER & SYSTEMS PLAN - LEVEL B123INSTALL CONDUIT PERPENDICULAR, PARALLEL, AND TIGHT TO STRUCTURE COLUMNSAND BEAMS.LABEL JUNCTION BOXES PER SPECIFICATION.PROVIDE TYPE WRITTEN PANELBOARD SCHEDULES FOR ALL PANELS.PROVIDE BLANK COVERPLATES ON ALL UNUSED OUTLET BOXES FOR THE WORKPERFORMED BY THE EC.PROVIDE 4 11/16" SQUARE OUTLET BOX WITH 1-GANG MUD RING FOR ALL VOICE/DATAOUTLETS SHOWN. PROVIDE 1" CONDUIT FROM OUTLET BOX TO ACCESSIBLE CORRIDORCEILING SPACE. PROVIDE PLASTIC BUSHINGS ON BOTH ENDS OF CONDUIT. COORDINATEINSTALLATION WITH TELECOMMUNICATIONS DEPARTMENT. PROVIDE PULL STRINGS IN ALLVOICE/DATA OUTLETS.COORDINATE ALL CONDUIT RUNS WITH OTHER TRADES PRIOR TO ROUGH-IN.REFER TO ARCHITECTURAL ELEVATIONS FOR DEVICE LOCATION AND MOUNTING HEIGHTPRIOR TO ROUGH-IN.FIRESTOP ALL PENETRATIONS THROUGH FIRE AND SMOKE WALLS.ALL WIRING SHALL BE PLENUM RATED WHERE REQUIRED BY CODE.REFER TO DOOR HARDWARE SCHEDULE FOR ANY REQUIRED FIRE ALARM DOOR HOLDOPEN REQUIREMENTS.REFER TO ARCHITECTURAL AND INTERIOR DESIGN PLANS FOR FINAL LOCATIONS OFLIGHTS, SWITCHES AND OUTLETS PRIOR TO ROUGH-INS, REFER TO ELEVATIONS ANDREFLECTED CEILING PLANS.GENERAL NOTES:A.B.C.D.E.F.G.H.I.J.K.456 FECF E CFECFECATSATSFACPSSSSSFFFFFFF FFF F FFHHH HHHHHHHHHHSSSHFFFFFFFFFF F FFFFFFFFFFFF F SSSSF F COCOCOCOCOJSSSSSSSSELEC. MHRIM=423.0'TWO LANEONE WAYCITY STREETUT H A UR O R A ET F BRIDGE DECKL-73'-6"3'-6"MMMMMMMMMMMMMMMMMMMT VTVTVTVTV T V T VTV SMMMMMMMMMT V MMMMMFMHMTVTVMSSFFFFFFFFFMRAPJJSMMCOJJJJJMMM14A23B5678910EFGA.1B.1C.1D.1E.11.12.15.1K.15.6G.1F.1H.1J.1STAIR2-RETAIL2R-102RETAIL3R-103RETAIL4R-104FIRECOMM.CENTER102EGRESSCORR.111SERVICECORR.116STAIR1-SWITCHGEAREQUIP.121aINCOMING FEEDERSECTIONFIRE PUMP SECTIONMETERING SECTIONSTACK MAIN/FEEDERSECTIONDISTRIBUTIONSECTIONLSDP1SDP1ATS-SBATS-LSGENDPT-HP1LVHP1ALVHP1BHVHP1TEN-1TEN-2TEN-3TEN-4T-LS1LVLS1(MOUNTTRANSFORMERAT 10'-0"AFF)AC15151575757511075301101101515110751515303030110151515303048"48"48"48"48"48"GFIBLOCK HEATERBATTERY CHARGERGENERATORREMOTEANNUNCIATORG1300KW/375KVADIESEL GENERATORLEVEL 2 WEATHERPROOFENCLOSURE24 HOUR SUB-BASE TANKEF-3795AB-2B-1HWP-1B48"HWP-1ACUH-1.5CDFC-12ADFC-48ADFC-48BDFC-18BDFC-18ADFC-28ADFC-28BDFC-28CDFC-28DGFI WPBP-1BP-2WCUH-1KWCUH-1LCFC-12USBUSBUSBUSBUSBGFIGFI42"GFI42"GFI42"GFI42"GFIGFIGFIGFIGFI48"48"USBACGFIEF-3795BEF-3795CEF-3795EEF-3795FEF-3795DDFC-36ADFC-36BDFC-15AVFC-36CCFC-09CFC-12DFC-42ADFC-42BDFC-24BDFC-24ADFC-15BCFC-12CFC-12CFC-09LVHP1A/4LVHP1A/1LVHP1A/2LVHP1A/3LVHPG/14WCUH-1JLVHPG/15LVHP1A/748"48"WCUH-1IGFI48"GFI WPGFI WPFTSLVLS1/2LVLS1/3,5LVLS1/4LVHPG/13LVHPG/13LVHPG/16LVLS1/6USBGFI42"USBUSBDFC-48CGFI WPGFI WP151530 1515WPFITNESS107FITNESS107FITNESS107YOGA107aMECH.107cSTUDY108MECH.109DOGWASH110MECH.110aJANITOR112MECH.112aWOMEN'SRR113aMEN'SRR113bEASTCORRIDOR29CLUBROOM106PARCEL105aLUXOR105bMAILROOM105WESTCORRIDOR28LOBBY100aE-LOUNGE104CONFERENCE104aMANAGER103VESTIBULE100ENTRYCORRIDOR27ELEVATORLOBBY10115151542"30"GFI42"DISPOSAL42"42"30"30"WCUH-1F36"42"42"24"24"24"GFI111111111112344LVLS1/755DISHWASHER6LVHP1A/5WFCU-1GLVHP1A/6LVHP1A/11LVHP1A/12LVHP1A/13LVHP1A/14LVHP1A/15LVHP1A/16LVHP1A/17LVHP1A/18LVHP1A/19LVHP1A/20USBLVHP1A/21LVHP1A/22LVHP1A/23LVHP1A/24LVHP1A/25LVHP1A/26LVHP1A/27LVHP1A/28LVHP1A/29LVHP1A/30LVHP1A/31LVHP1A/32LVHP1A/33LVHP1A/34LVHP1A/35LVHP1A/36LVHP1A/36LVHP1A/397LVHP1A/40LVHP1A/41LVHP1A/42AREA OFREFUGEHEADENDLVLS1/88991091010PROVIDE GROUND RODAND INSPECTION WELLS(TYP OF 6)#2 BARE, SOLID, TINNEDCOPPER BETWEENGROUND RODS.#2 BARE, SOLID, TINNEDCOPPER BOND TOGENERATOR FRAME6" CONCRETEGENERATOR PADPROVIDE (6)4"CONDUITS IN CEILINGSPACE TO BUS DUCT.REFER TO ONE-LINEDIAGRAMBOILERBREAKGLASSEF-1500WCUH-1MDBP-1SDSD11803573SNSEWYORKOFETATSSOIANLEOFPRLICENSEDREENIGNETRASSNEJ.CIREREXCELSIOR°°°°°°°°engineering, p.c.ECPhone: (585)641-7121Fax: (585) 362-4175www.ec4b.com15 Schoen PlaceSuite 300Pittsford, NY 14534REVISIONIt is a violation of New York Education Law Article 145 Sec.7209, for any person, unless acting under thedirection of a licensed professional engineer, architect, or land surveyor, to alter an item in any way. If anitem bearing the seal of an engineer, architect, or land surveyor is altered; the altering engineer, architect,or land surveyor shall affix to the item their seal and notation "altered by" followed by their signature anddate of such alteration, and a specific description of the alteration.NO.PROJECT/CLIENTPROJECT MANAGER:REVIEWED BY:DRAWN BY:ISSUED FORDATE:DRAWING TITLEPROJECT NUMBERSCALE:AS NOTEDDRAWING NUMBERDATENEWMAN DEVELOPMENT GROUPDBKPERMIT ISSUE (07/10/2017)07/10/2017E4.0116162PERMIT07-10-2017POWER & SYSTEMS PLAN -LEVEL 01RSEJSCITY CENTREITHACA, NY 1/8" = 1'-0"1POWER & SYSTEMS PLAN - LEVEL 01COORDINATE FINAL TV OUTLET AND RECEPTACLE MOUNTING HEIGHT WITHOWNER/INTERIOR DESIGNER/GENERAL CONTRACTOR PRIOR TO ROUGH-IN.PROVIDE 120V POWER CONNECTION FOR GARBAGE DISPOSAL FROM PANELLVHP1A. COORDINATE CONNECTION WITH PC, EC TO PROVIDE SWITCHABOVE COUNTER TO OPERATE DISPOSAL.PROVIDE 120V POWER CONNECTION TO GAS RANGE. COORDINATE WITHCASE WORK.PROVIDE 120V POWER CONNECTION FOR ELECTRIC WATER COOLER/FILLERSTATION. PROVIDE 120V GFI BREAKER IN PANEL. COORDINATE WITH PCPRIOR TO ROUGH-IN.PROVIDE 120 VOLT CIRCUIT AND MAKE CONNECTIONS AT THE POWEREDDOOR OPERATOR AND PUSH PADS. PROVIDE ALL REQUIRED OUTLET BOXES,CONDUIT, AND WIRING AS REQUIRED. COORDINATE INSTALLATION WITHDOOR OPERATOR VENDOR AND GENERAL CONTRACTOR.PROVIDE 120V POWER CONNECTION TO FIREPLACE GAS SOLENOID.PROVIDE FIREPLACE TIMER CONTROL SWITCH. LOCATION BY OWNER.PROVIDE (1) 120V RECEPTACLE FOR DISHWASHER FROM PANEL LVHP1A.VERIFY MOUNTING HEIGHT WITH MANUFACTURERS RECOMMENDATIONS.PROVIDE (2) 120V POWER CONNECTIONS AND (1)480 VOLT 3 PHASE TOEXHAUST HOOD. (1) FOR FIRE SUPPRESSION, (1) FOR LIGHTS, AND (1) FOREXHAUST FAN EF-1500. PROVIDE LABEL ON EQUIPMENT TO INDICATEMULTIPLE POWER FEEDS TO PIECE OF EQUIPMENT LISTING ALL CIRCUITBREAKER NUMBERS AND PANELBOARD. PROVIDE ALL SWITCHES AT HOOD.COORDINATE FINAL REQUIREMENTS WITH HOOD SELECTION PRIOR TOROUGH-IN. MAKE ALL NECESSARY CHANGES. REFER TO PANELBOARDSCHEDULES FOR CIRCUIT NUMBERS.PROVIDE CONNECTION TO FIRE ALARM SYSTEM TO RELEASE DOOR UPONSYSTEM ACTIVATION.PROVIDE 2-GANG OUTLET BOX ABOVE DOOR ON SECURE SIDE FOR FUTURECONNECTION OF SECURITY DEVICES. PROVIDE 3/4" CONDUIT TO DOORFRAME AND ROUGH (1) 3/4" CONDUIT WITH SINGLE GANG BOX AT 46"AFF INACCESSIBLE WALL. PROVIDE BLANK PLATE. PROVIDE 120V CIRCUIT FROMNEAREST EMERGENCY PANEL. COORDINATE FINAL ROUGH-IN LOCATIONWITH SECURITY SYSTEM VENDOR.FURNISH DUCT SMOKE DETECTOR FOR INSTALLATION BY MECHANICALCONTRACTOR. PROVIDE ALL NECESSARY CONNECTIONS AT FIRE ALARMSYSTEM. PROVIDE DEDICATED 120V CONNECTION FROM PANEL LVLHP1 ANDMAKE CONNECTION AS REQUIRED SUCH THAT DAMPER WILL CLOSE UPONACTIVATION OF DUCT SMOKE DETECTOR. DUCT SMOKE DETECTOR NOTSHOWN FOR CLARITY.DRAWING NOTES:1REFER TO DRAWING E4.00 FOR GENERAL NOTES.GENERAL NOTES:A.234567891011 FECFEC30"STAND.TUB30"STAND.TUB30"STAND.TUB30"STAND.TUB30"STAND.TUB30"STAND.TUBHSSSSSSSSSSSSSSHFFFFFFFF FF F F FCODH CORPMDHMMM1A6810GA.1B.1C.1D.1E.11.1K.12000A BUSWAYPROVIDE 4" CONCRETE CURBAROUND PERIMETER OF BUST-ADP2ADP2HVHP2T-HP2LVHP23/4" x 4' FIRE TREATEDPLYWOOD BACK BOARDFROM 2'-0"AFF TOCEILING/DECKSTAIR2-MECH.201MELEC./TELE.203MCORRIDOR200STAIR1-AC1515151515151515151548"48"UNIT B2UNIT A2UNIT B5UNIT B6UNIT A2UNIT A1UNIT A2UNIT A2UNIT A5UNIT B3UNIT A1UNIT A1UNIT A1UNIT E1UNIT E1UNIT E1UNIT A1UNIT A1UNIT A1UNIT B7UNIT A2UNIT A1UNIT B13 - E3.011 - E3.001 - E3.003 - E3.023 - E3.021 - E3.001 - E3.003 - E3.025 - E3.002 - E3.002 - E3.001 - E3.002 - E3.002 - E3.001 - E3.024 - E3.012 - E3.002 - E3.002 - E3.011 - E3.012 - E3.001 - E3.002 - E3.003 - E3.022 - E3.021 - E3.003 - E3.021 - E3.00HR-3HR-3HR-4HR-4HR-3HR-3HR-4HR-2HR-3HR-3 HR-2 HR-3HR-3HR-4HR-2HR-4 HR-3HR-4HR-2HR-4CFC-12LVHP2/1LVHP2/2LVHP2/3FTSUNIT A2-Alt1UNIT A2-Alt2UNIT E1-Alt1UNIT E1-Alt1UNIT A2-Alt1LVLS1/1548"HWH-1AHWH-1BHWRP-1ASDSDSD1SDS D S D 11803573SNSEWYORKOFETATSSOIANLEOFPRLICENSEDREENIGNETRASSNEJ.CIREREXCELSIOR°°°°°°°°engineering, p.c.ECPhone: (585)641-7121Fax: (585) 362-4175www.ec4b.com15 Schoen PlaceSuite 300Pittsford, NY 14534REVISIONIt is a violation of New York Education Law Article 145 Sec.7209, for any person, unless acting under thedirection of a licensed professional engineer, architect, or land surveyor, to alter an item in any way. If anitem bearing the seal of an engineer, architect, or land surveyor is altered; the altering engineer, architect,or land surveyor shall affix to the item their seal and notation "altered by" followed by their signature anddate of such alteration, and a specific description of the alteration.NO.PROJECT/CLIENTPROJECT MANAGER:REVIEWED BY:DRAWN BY:ISSUED FORDATE:DRAWING TITLEPROJECT NUMBERSCALE:AS NOTEDDRAWING NUMBERDATENEWMAN DEVELOPMENT GROUPDBKPERMIT ISSUE (07/10/2017)07/10/2017E4.0216162PERMIT07-10-2017POWER & SYSTEMS PLAN -LEVEL 02RSEJSCITY CENTREITHACA, NY 1/8" = 1'-0"1POWER & SYSTEMS PLAN - LEVEL 02REFER TO DRAWING E4.00 FOR GENERAL NOTES.CARD READER ACCESS TO BE PROVIDED AT ALL UNIT ENTRY DOORS. PROVIDE 2-GANGOUTLET BOX ABOVE DOOR ON SECURE SIDE FOR FUTURE CONNECTION OF SECURITYDEVICES. PROVIDE 3/4" CONDUIT TO DOOR FRAME AND ROUGH (1) 3/4" CONDUIT WITHSINGLE GANG BOX AT 46"AFF IN ACCESSIBLE WALL. PROVIDE BLANK PLATE. PROVIDE120V CIRCUIT FROM NEAREST EMERGENCY PANEL. COORDINATE FINAL ROUGH-INLOCATION WITH SECURITY SYSTEM VENDOR.GENERAL NOTES:A.B.NFURNISH DUCT SMOKE DETECTOR FOR INSTALLATION BY MECHANICALCONTRACTOR. PROVIDE ALL NECESSARY CONNECTIONS AT FIRE ALARMSYSTEM. PROVIDE DEDICATED 120V CONNECTION FROM PANEL LVLHP1AND MAKE CONNECTION AS REQUIRED SUCH THAT DAMPER WILL CLOSEUPON ACTIVATION OF DUCT SMOKE DETECTOR. DUCT SMOKEDETECTOR NOT SHOWN FOR CLARITY.DRAWING NOTES:1 FECFEC30"STAND.TUB30"STAND.TUB30"STAND.TUB30"STAND.TUB30"STAND.TUB30"STAND.TUBHSSSSSSSSSS SSSSHFFF FFFFFFFF F F FCODH CORPMDH1A6810GA.1B.1C.1D.1E.11.1K.12000A BUSWAYPROVIDE 4" CONCRETE CURBAROUND PERIMETER OF BUST-ADP3ADP33/4" x 4' FIRE TREATEDPLYWOOD BACK BOARDFROM 2'-0"AFF TOCEILING/DECKAC15151515151515151515STAIR2-JANITOR301MCORRIDOR300ELEC./TELE.303MSTAIR1-48"48"UNIT B2UNIT A2UNIT B5UNIT B6UNIT A2UNIT A1UNIT A2UNIT A2UNIT A5UNIT B3UNIT A1UNIT A1UNIT A1UNIT E1UNIT E1UNIT E1UNIT A1UNIT A1UNIT A1UNIT B7UNIT A2UNIT A1UNIT B13 - E3.011 - E3.001 - E3.003 - E3.023 - E3.021 - E3.001 - E3.003 - E3.025 - E3.002 - E3.002 - E3.001 - E3.002 - E3.002 - E3.001 - E3.024 - E3.012 - E3.002 - E3.002 - E3.011 - E3.012 - E3.001 - E3.002 - E3.003 - E3.022 - E3.021 - E3.003 - E3.021 - E3.00HR-4HR-2HR-4HR-3HR-4HR-2HR-3HR-3HR-3HR-3HR-2HR-4HR-3HR-4HR-4HR-3CFC-12LVHP2/8LVHP2/10LVHP2/11FTSUNIT A2-Alt2UNIT A2-Alt1UNIT E1-Alt1UNIT E1-Alt1UNIT A2-Alt1LVLS4/2GFI48"SDSDSD1SDS D S D 11803573SNSEWYORKOFETATSSOIANLEOFPRLICENSEDREENIGNETRASSNEJ.CIREREXCELSIOR°°°°°°°°engineering, p.c.ECPhone: (585)641-7121Fax: (585) 362-4175www.ec4b.com15 Schoen PlaceSuite 300Pittsford, NY 14534REVISIONIt is a violation of New York Education Law Article 145 Sec.7209, for any person, unless acting under thedirection of a licensed professional engineer, architect, or land surveyor, to alter an item in any way. If anitem bearing the seal of an engineer, architect, or land surveyor is altered; the altering engineer, architect,or land surveyor shall affix to the item their seal and notation "altered by" followed by their signature anddate of such alteration, and a specific description of the alteration.NO.PROJECT/CLIENTPROJECT MANAGER:REVIEWED BY:DRAWN BY:ISSUED FORDATE:DRAWING TITLEPROJECT NUMBERSCALE:AS NOTEDDRAWING NUMBERDATENEWMAN DEVELOPMENT GROUPDBKPERMIT ISSUE (07/10/2017)07/10/2017E4.0316162PERMIT07-10-2017POWER & SYSTEMS PLAN -LEVEL 03RSEJSCITY CENTREITHACA, NY 1/8" = 1'-0"1POWER & SYSTEMS PLAN - LEVEL 03REFER TO DRAWING E4.00 FOR GENERAL NOTES.CARD READER ACCESS TO BE PROVIDED AT ALL UNIT ENTRY DOORS. PROVIDE 2-GANGOUTLET BOX ABOVE DOOR ON SECURE SIDE FOR FUTURE CONNECTION OF SECURITYDEVICES. PROVIDE 3/4" CONDUIT TO DOOR FRAME AND ROUGH (1) 3/4" CONDUIT WITHSINGLE GANG BOX AT 46"AFF IN ACCESSIBLE WALL. PROVIDE BLANK PLATE. PROVIDE120V CIRCUIT FROM NEAREST EMERGENCY PANEL. COORDINATE FINAL ROUGH-INLOCATION WITH SECURITY SYSTEM VENDOR.GENERAL NOTES:A.B.NFURNISH DUCT SMOKE DETECTOR FOR INSTALLATION BY MECHANICALCONTRACTOR. PROVIDE ALL NECESSARY CONNECTIONS AT FIRE ALARMSYSTEM. PROVIDE DEDICATED 120V CONNECTION FROM PANEL LVLHP1AND MAKE CONNECTION AS REQUIRED SUCH THAT DAMPER WILL CLOSEUPON ACTIVATION OF DUCT SMOKE DETECTOR. DUCT SMOKEDETECTOR NOT SHOWN FOR CLARITY.DRAWING NOTES:1 FECFEC30"STAND.TUB30"STAND.TUB30"STAND.TUB30"STAND.TUB30"STAND.TUB30"STAND.TUBHSSSSSSSSSS SSSSHFFF FFFFFFFF F F FCODH CORPMDH1A6810GA.1B.1C.1D.1E.11.1K.12000A BUSWAYPROVIDE 4" CONCRETE CURBAROUND PERIMETER OF BUST-ADP4ADP4HVHP4T-HP4LVHP43/4" x 4' FIRE TREATEDPLYWOOD BACK BOARDFROM 2'-0"AFF TOCEILING/DECKT-LS4LVLS4AC15151515151515151515STAIR2-ELEC./TELE.403MSTORAGE401MCORRIDOR400STAIR1-48"48"UNIT B2UNIT A2UNIT B5UNIT B6UNIT A2UNIT A1UNIT A2UNIT A2UNIT A5UNIT B3UNIT A1UNIT A1UNIT A1UNIT E1UNIT E1UNIT E1UNIT A1UNIT A1UNIT A1UNIT E1-Alt1UNIT B7UNIT A2UNIT A1UNIT B13 - E3.011 - E3.001 - E3.003 - E3.023 - E3.021 - E3.001 - E3.003 - E3.025 - E3.002 - E3.002 - E3.001 - E3.002 - E3.002 - E3.001 - E3.024 - E3.012 - E3.002 - E3.002 - E3.011 - E3.012 - E3.001 - E3.002 - E3.003 - E3.022 - E3.021 - E3.003 - E3.021 - E3.00HR-4HR-2HR-4HR-3HR-4CFC-12HR-2HR-3HR-3HR-3HR-3HR-2HR-4HR-3HR-4HR-4HR-3LVHP4/4LVHP4/5LVHP4/6FTSUNIT A2-Alt1UNIT A2-Alt2UNIT E1-Alt1UNIT A2-Alt1LVLS4/3SDSDSD1SDS D S D 11803573SNSEWYORKOFETATSSOIANLEOFPRLICENSEDREENIGNETRASSNEJ.CIREREXCELSIOR°°°°°°°°engineering, p.c.ECPhone: (585)641-7121Fax: (585) 362-4175www.ec4b.com15 Schoen PlaceSuite 300Pittsford, NY 14534REVISIONIt is a violation of New York Education Law Article 145 Sec.7209, for any person, unless acting under thedirection of a licensed professional engineer, architect, or land surveyor, to alter an item in any way. If anitem bearing the seal of an engineer, architect, or land surveyor is altered; the altering engineer, architect,or land surveyor shall affix to the item their seal and notation "altered by" followed by their signature anddate of such alteration, and a specific description of the alteration.NO.PROJECT/CLIENTPROJECT MANAGER:REVIEWED BY:DRAWN BY:ISSUED FORDATE:DRAWING TITLEPROJECT NUMBERSCALE:AS NOTEDDRAWING NUMBERDATENEWMAN DEVELOPMENT GROUPDBKPERMIT ISSUE (07/10/2017)07/10/2017E4.0416162PERMIT07-10-2017POWER & SYSTEMS PLAN -LEVEL 04RSEJSCITY CENTREITHACA, NY 1/8" = 1'-0"1POWER & SYSTEMS PLAN - LEVEL 04REFER TO DRAWING E4.00 FOR GENERAL NOTES.CARD READER ACCESS TO BE PROVIDED AT ALL UNIT ENTRY DOORS. PROVIDE 2-GANGOUTLET BOX ABOVE DOOR ON SECURE SIDE FOR FUTURE CONNECTION OF SECURITYDEVICES. PROVIDE 3/4" CONDUIT TO DOOR FRAME AND ROUGH (1) 3/4" CONDUIT WITHSINGLE GANG BOX AT 46"AFF IN ACCESSIBLE WALL. PROVIDE BLANK PLATE. PROVIDE120V CIRCUIT FROM NEAREST EMERGENCY PANEL. COORDINATE FINAL ROUGH-INLOCATION WITH SECURITY SYSTEM VENDOR.GENERAL NOTES:A.B.NFURNISH DUCT SMOKE DETECTOR FOR INSTALLATION BY MECHANICALCONTRACTOR. PROVIDE ALL NECESSARY CONNECTIONS AT FIRE ALARMSYSTEM. PROVIDE DEDICATED 120V CONNECTION FROM PANEL LVLHP1AND MAKE CONNECTION AS REQUIRED SUCH THAT DAMPER WILL CLOSEUPON ACTIVATION OF DUCT SMOKE DETECTOR. DUCT SMOKEDETECTOR NOT SHOWN FOR CLARITY.DRAWING NOTES:1 FECFEC30"STAND.TUB30"STAND.TUB30"STAND.TUB30"STAND.TUB30"STAND.TUB30"STAND.TUBHSSSSSSSSSS SSSSHFFF FFFFFFFF F F FCODH CORPMDHMMM1A6810GA.1B.1C.1D.1E.11.1K.12000A BUSWAYPROVIDE 4" CONCRETE CURBAROUND PERIMETER OF BUST-ADP5ADP53/4" x 4' FIRE TREATEDPLYWOOD BACK BOARDFROM 2'-0"AFF TOCEILING/DECKSTAIR2-CORRIDOR500MECH.501MELEC./TELE.503MSTAIR1-AC1515151515151515151548"48"UNIT B2UNIT A2UNIT B5UNIT B6UNIT A2UNIT A1UNIT A2UNIT A2UNIT A5UNIT B3UNIT A1UNIT A1UNIT A1UNIT E1UNIT E1UNIT E1UNIT A1UNIT A1UNIT A1UNIT B7UNIT A2UNIT A1UNIT B13 - E3.011 - E3.001 - E3.003 - E3.023 - E3.021 - E3.001 - E3.003 - E3.025 - E3.002 - E3.002 - E3.001 - E3.002 - E3.002 - E3.001 - E3.024 - E3.012 - E3.002 - E3.002 - E3.011 - E3.012 - E3.001 - E3.002 - E3.003 - E3.022 - E3.021 - E3.003 - E3.021 - E3.00HR-4HR-2CFC-12HR-4HR-3HR-4HR-2HR-3HR-3HR-3HR-3HR-2HR-4HR-3HR-4HR-4HR-3LVHP4/7LVHP4/8LVHP4/9FTSUNIT A2-Alt2UNIT A2-Alt1UNIT E1-Alt1UNIT E1-Alt1UNIT A2-Alt148"LVLS4/4HWRP-1BHWH-1CHWH-1DSDSDSD1SDS D S D 11803573SNSEWYORKOFETATSSOIANLEOFPRLICENSEDREENIGNETRASSNEJ.CIREREXCELSIOR°°°°°°°°engineering, p.c.ECPhone: (585)641-7121Fax: (585) 362-4175www.ec4b.com15 Schoen PlaceSuite 300Pittsford, NY 14534REVISIONIt is a violation of New York Education Law Article 145 Sec.7209, for any person, unless acting under thedirection of a licensed professional engineer, architect, or land surveyor, to alter an item in any way. If anitem bearing the seal of an engineer, architect, or land surveyor is altered; the altering engineer, architect,or land surveyor shall affix to the item their seal and notation "altered by" followed by their signature anddate of such alteration, and a specific description of the alteration.NO.PROJECT/CLIENTPROJECT MANAGER:REVIEWED BY:DRAWN BY:ISSUED FORDATE:DRAWING TITLEPROJECT NUMBERSCALE:AS NOTEDDRAWING NUMBERDATENEWMAN DEVELOPMENT GROUPDBKPERMIT ISSUE (07/10/2017)07/10/2017E4.0516162PERMIT07-10-2017POWER & SYSTEMS PLAN -LEVEL 05RSEJSCITY CENTREITHACA, NY 1/8" = 1'-0"1POWER & SYSTEMS PLAN - LEVEL 05REFER TO DRAWING E4.00 FOR GENERAL NOTES.CARD READER ACCESS TO BE PROVIDED AT ALL UNIT ENTRY DOORS. PROVIDE 2-GANGOUTLET BOX ABOVE DOOR ON SECURE SIDE FOR FUTURE CONNECTION OF SECURITYDEVICES. PROVIDE 3/4" CONDUIT TO DOOR FRAME AND ROUGH (1) 3/4" CONDUIT WITHSINGLE GANG BOX AT 46"AFF IN ACCESSIBLE WALL. PROVIDE BLANK PLATE. PROVIDE120V CIRCUIT FROM NEAREST EMERGENCY PANEL. COORDINATE FINAL ROUGH-INLOCATION WITH SECURITY SYSTEM VENDOR.GENERAL NOTES:A.B.NFURNISH DUCT SMOKE DETECTOR FOR INSTALLATION BY MECHANICALCONTRACTOR. PROVIDE ALL NECESSARY CONNECTIONS AT FIRE ALARMSYSTEM. PROVIDE DEDICATED 120V CONNECTION FROM PANEL LVLHP1AND MAKE CONNECTION AS REQUIRED SUCH THAT DAMPER WILL CLOSEUPON ACTIVATION OF DUCT SMOKE DETECTOR. DUCT SMOKEDETECTOR NOT SHOWN FOR CLARITY.DRAWING NOTES:1 FECFEC30"STAND.TUB30"STAND.TUB30"STAND.TUB30"STAND.TUB30"STAND.TUB30"STAND.TUBHSSSSSSSSSS SSSSHFFF FFFFFFFF F F FCODH CORPMDH1A6810GA.1B.1C.1D.1E.11.1K.12000A BUSWAYPROVIDE 4" CONCRETE CURBAROUND PERIMETER OF BUST-ADP6ADP63/4" x 4' FIRE TREATEDPLYWOOD BACK BOARDFROM 2'-0"AFF TOCEILING/DECKSTAIR2-CORRIDOR600ELEC./TELE.603MJANITOR601MSTAIR1-AC1515151515151515151548"48"UNIT B2UNIT A2UNIT B5UNIT B6UNIT A2UNIT A1UNIT A2UNIT A2UNIT A5UNIT B3UNIT A1UNIT A1UNIT A1UNIT E1UNIT E1UNIT E1UNIT A1UNIT A1UNIT A1UNIT B7UNIT A2UNIT A1UNIT B13 - E3.011 - E3.001 - E3.003 - E3.023 - E3.021 - E3.001 - E3.003 - E3.025 - E3.002 - E3.002 - E3.001 - E3.002 - E3.002 - E3.001 - E3.024 - E3.012 - E3.002 - E3.002 - E3.011 - E3.012 - E3.001 - E3.002 - E3.003 - E3.022 - E3.021 - E3.003 - E3.021 - E3.00CFC-12HR-4HR-2HR-4HR-3HR-4HR-2HR-3HR-3HR-3HR-3HR-2HR-4HR-3HR-4HR-4HR-3LVHP7/1LVHP7/2LVHP7/3FTSUNIT E1-Alt1UNIT A2-Alt1UNIT A2-Alt1UNIT A2-Alt2UNIT E1-Alt1LVLS7/3GFI48"SDSDSD1SDS D S D 11803573SNSEWYORKOFETATSSOIANLEOFPRLICENSEDREENIGNETRASSNEJ.CIREREXCELSIOR°°°°°°°°engineering, p.c.ECPhone: (585)641-7121Fax: (585) 362-4175www.ec4b.com15 Schoen PlaceSuite 300Pittsford, NY 14534REVISIONIt is a violation of New York Education Law Article 145 Sec.7209, for any person, unless acting under thedirection of a licensed professional engineer, architect, or land surveyor, to alter an item in any way. If anitem bearing the seal of an engineer, architect, or land surveyor is altered; the altering engineer, architect,or land surveyor shall affix to the item their seal and notation "altered by" followed by their signature anddate of such alteration, and a specific description of the alteration.NO.PROJECT/CLIENTPROJECT MANAGER:REVIEWED BY:DRAWN BY:ISSUED FORDATE:DRAWING TITLEPROJECT NUMBERSCALE:AS NOTEDDRAWING NUMBERDATENEWMAN DEVELOPMENT GROUPDBKPERMIT ISSUE (07/10/2017)07/10/2017E4.0616162PERMIT07-10-2017POWER & SYSTEMS PLAN -LEVEL 06RSEJSCITY CENTREITHACA, NY 1/8" = 1'-0"1POWER & SYSTEMS PLAN - LEVEL 06REFER TO DRAWING E4.00 FOR GENERAL NOTES.CARD READER ACCESS TO BE PROVIDED AT ALL UNIT ENTRY DOORS. PROVIDE 2-GANGOUTLET BOX ABOVE DOOR ON SECURE SIDE FOR FUTURE CONNECTION OF SECURITYDEVICES. PROVIDE 3/4" CONDUIT TO DOOR FRAME AND ROUGH (1) 3/4" CONDUIT WITHSINGLE GANG BOX AT 46"AFF IN ACCESSIBLE WALL. PROVIDE BLANK PLATE. PROVIDE120V CIRCUIT FROM NEAREST EMERGENCY PANEL. COORDINATE FINAL ROUGH-INLOCATION WITH SECURITY SYSTEM VENDOR.GENERAL NOTES:A.B.NFURNISH DUCT SMOKE DETECTOR FOR INSTALLATION BY MECHANICALCONTRACTOR. PROVIDE ALL NECESSARY CONNECTIONS AT FIRE ALARMSYSTEM. PROVIDE DEDICATED 120V CONNECTION FROM PANEL LVLHP1AND MAKE CONNECTION AS REQUIRED SUCH THAT DAMPER WILL CLOSEUPON ACTIVATION OF DUCT SMOKE DETECTOR. DUCT SMOKEDETECTOR NOT SHOWN FOR CLARITY.DRAWING NOTES:1 FECFEC30"STAND.TUB30"STAND.TUB30"STAND.TUB30"STAND.TUB30"STAND.TUBHSSSSSSSSSS SSSSHFFF FFFFFFFF F F FCODH CORPMDH1A6810GA.1B.1C.1D.1E.11.1K.12000A BUSWAYPROVIDE 4" CONCRETE CURBAROUND PERIMETER OF BUST-ADP7ADP7HVHP7T-HP7LVHP7T-LS7LVLS73/4" x 4' FIRE TREATEDPLYWOOD BACK BOARDFROM 2'-0"AFF TOCEILING/DECKSTAIR2-CORRIDOR700STORAGE701MSTAIR1-AC1515151515151515151548"48"UNIT B2UNIT A2UNIT B5UNIT B6UNIT A2UNIT A1UNIT A2UNIT A2UNIT A5UNIT A4UNIT A1UNIT A1UNIT A1UNIT E1UNIT E1UNIT E1UNIT A1UNIT A1UNIT A1UNIT B7UNIT A2UNIT A1UNIT B14 - M3.001 - E3.001 - E3.003 - E3.023 - E3.021 - E3.001 - E3.003 - E3.025 - E3.002 - E3.002 - E3.001 - E3.002 - E3.002 - E3.001 - E3.024 - E3.012 - E3.002 - E3.002 - E3.011 - E3.012 - E3.001 - E3.002 - E3.003 - E3.022 - E3.021 - E3.003 - E3.021 - E3.00HR-2HR-3HR-4HR-3HR-4CFC-12HR-2HR-3HR-3HR-3HR-3HR-2HR-4HR-3HR-4HR-4HR-3LVHP7/4LVHP7/6LVHP7/5FTSUNIT A2-Alt1UNIT E1-Alt1UNIT E1-Alt1UNIT A2-Alt2UNIT A2-Alt1LVLS7/4SDSDSD1SDS D S D 11803573SNSEWYORKOFETATSSOIANLEOFPRLICENSEDREENIGNETRASSNEJ.CIREREXCELSIOR°°°°°°°°engineering, p.c.ECPhone: (585)641-7121Fax: (585) 362-4175www.ec4b.com15 Schoen PlaceSuite 300Pittsford, NY 14534REVISIONIt is a violation of New York Education Law Article 145 Sec.7209, for any person, unless acting under thedirection of a licensed professional engineer, architect, or land surveyor, to alter an item in any way. If anitem bearing the seal of an engineer, architect, or land surveyor is altered; the altering engineer, architect,or land surveyor shall affix to the item their seal and notation "altered by" followed by their signature anddate of such alteration, and a specific description of the alteration.NO.PROJECT/CLIENTPROJECT MANAGER:REVIEWED BY:DRAWN BY:ISSUED FORDATE:DRAWING TITLEPROJECT NUMBERSCALE:AS NOTEDDRAWING NUMBERDATENEWMAN DEVELOPMENT GROUPDBKPERMIT ISSUE (07/10/2017)07/10/2017E4.0716162PERMIT07-10-2017POWER & SYSTEMS PLAN -LEVEL 07RSEJSCITY CENTREITHACA, NY 1/8" = 1'-0"1POWER & SYSTEMS PLAN - LEVEL 07REFER TO DRAWING E4.00 FOR GENERAL NOTES.CARD READER ACCESS TO BE PROVIDED AT ALL UNIT ENTRY DOORS. PROVIDE 2-GANGOUTLET BOX ABOVE DOOR ON SECURE SIDE FOR FUTURE CONNECTION OF SECURITYDEVICES. PROVIDE 3/4" CONDUIT TO DOOR FRAME AND ROUGH (1) 3/4" CONDUIT WITHSINGLE GANG BOX AT 46"AFF IN ACCESSIBLE WALL. PROVIDE BLANK PLATE. PROVIDE120V CIRCUIT FROM NEAREST EMERGENCY PANEL. COORDINATE FINAL ROUGH-INLOCATION WITH SECURITY SYSTEM VENDOR.GENERAL NOTES:A.B.NFURNISH DUCT SMOKE DETECTOR FOR INSTALLATION BY MECHANICALCONTRACTOR. PROVIDE ALL NECESSARY CONNECTIONS AT FIRE ALARMSYSTEM. PROVIDE DEDICATED 120V CONNECTION FROM PANEL LVLHP1 ANDMAKE CONNECTION AS REQUIRED SUCH THAT DAMPER WILL CLOSE UPONACTIVATION OF DUCT SMOKE DETECTOR. DUCT SMOKE DETECTOR NOTSHOWN FOR CLARITY.DRAWING NOTES:1 FECFEC30"STAND.TUB30"STAND.TUB30"STAND.TUB30"STAND.TUBSSSSSSSSSS SSSSHFFF FFFFFFFF F F F SCODH CORPSHSHECECECECAMMAMMMMMDHJ1A6810GA.1B.1C.1D.1E.11.1K.12000A BUSWAYPROVIDE 4" CONCRETE CURBAROUND PERIMETER OF BUST-ADP8ADP83/4" x 4' FIRE TREATEDPLYWOOD BACK BOARDFROM 2'-0"AFF TOCEILING/DECKSTAIR2-CORRIDOR800ELEC./TELE.803MEXT.PATIO805MSTAIR1-AC1515151515151515151548"48"UNIT B2UNIT A2UNIT B5UNIT B6UNIT A2UNIT A1UNIT A2UNIT A2UNIT A5UNIT A4UNIT E1UNIT A6UNIT E1UNIT E1UNIT A2UNIT A1UNIT B1UNIT A3UNIT A3UNIT A3UNIT A33 - E3.026 - E3.003 - E3.003 - E3.025 - E3.002 - E3.002 - E3.001 - E3.002 - E3.002 - E3.001 - E3.024 - E3.012 - E3.002 - E3.002 - E3.011 - E3.012 - E3.001 - E3.002 - E3.003 - E3.023 - E3.003 - E3.003 - E3.004 - E3.00ELEV CAPTUREELEV FIRE HATELEV CAB LTS DISCELEV DISCELEV CAPTUREELEV FIRE HATELEV CAB LTS DISCELEV DISCCFC-12HR-2HR-3HR-4HR-4HR-4HR-2HR-4HR-3HR-3HR-2HR-4HR-3HR-4HR-4HR-3LVHP7/7LVHP7/8LVHP7/9FTSUNIT A2-Alt1UNIT A2-Alt1UNIT A2-Alt2LVLS7/5JANITOR801MGFI48"1LVHP7/1124343HVP8AHVP8BSDSDSD5SDS D S D 55803573SNSEWYORKOFETATSSOIANLEOFPRLICENSEDREENIGNETRASSNEJ.CIREREXCELSIOR°°°°°°°°engineering, p.c.ECPhone: (585)641-7121Fax: (585) 362-4175www.ec4b.com15 Schoen PlaceSuite 300Pittsford, NY 14534REVISIONIt is a violation of New York Education Law Article 145 Sec.7209, for any person, unless acting under thedirection of a licensed professional engineer, architect, or land surveyor, to alter an item in any way. If anitem bearing the seal of an engineer, architect, or land surveyor is altered; the altering engineer, architect,or land surveyor shall affix to the item their seal and notation "altered by" followed by their signature anddate of such alteration, and a specific description of the alteration.NO.PROJECT/CLIENTPROJECT MANAGER:REVIEWED BY:DRAWN BY:ISSUED FORDATE:DRAWING TITLEPROJECT NUMBERSCALE:AS NOTEDDRAWING NUMBERDATENEWMAN DEVELOPMENT GROUPDBKPERMIT ISSUE (07/10/2017)07/10/2017E4.0816162PERMIT07-10-2017POWER & SYSTEMS PLAN -LEVEL 08RSEJSCITY CENTREITHACA, NY 1/8" = 1'-0"1POWER & SYSTEMS PLAN - LEVEL 08PROVIDE 120V POWER CONNECTION TO FIREPLACE GAS SOLENOID. PROVIDEFIREPLACE TIMER CONTROL SWITCH AND EMERGENCY OFF PUSH BUTTON.LOCATION BY OWNER.PROVIDE 2-GANG OUTLET BOX ABOVE DOOR ON SECURE SIDE FOR FUTURECONNECTION OF SECURITY DEVICES. PROVIDE 3/4" CONDUIT TO DOOR FRAMEAND ROUGH (1) 3/4" CONDUIT WITH SINGLE GANG BOX AT 46"AFF IN ACCESSIBLEWALL. PROVIDE BLANK PLATE. PROVIDE 120V CIRCUIT FROM NEARESTEMERGENCY PANEL. COORDINATE FINAL ROUGH-IN LOCATION WITH SECURITYSYSTEM VENDOR.PROVIDE 480V, 3 PHASE, 60A, FUSED, NEMA 3R LOCKABLE DISCONNECT WITHAUXILLARY CONTACTS IN HOISTWAY FOR ELEVATOR. FEED UTILIZING 3-#6 & 1-#10E.G. IN 1"C.PROVIDE 120V, 30A, FUSED, NEMA 3R LOCKABLE DISCONNECT WITH AUXILLARYCONTACTS FOR ELEVATOR CAB LIGHTS. ONE DISCONNECTPER ELEVATOR.FURNISH DUCT SMOKE DETECTOR FOR INSTALLATION BY MECHANICALCONTRACTOR. PROVIDE ALL NECESSARY CONNECTIONS AT FIRE ALARMSYSTEM. PROVIDE DEDICATED 120V CONNECTION FROM PANEL LVLHP1 ANDMAKE CONNECTION AS REQUIRED SUCH THAT DAMPER WILL CLOSE UPONACTIVATION OF DUCT SMOKE DETECTOR. DUCT SMOKE DETECTOR NOT SHOWNFOR CLARITY.DRAWING NOTES:1REFER TO DRAWING E4.00 FOR GENERAL NOTES.CARD READER ACCESS TO BE PROVIDED AT ALL UNIT ENTRY DOORS. PROVIDE 2-GANGOUTLET BOX ABOVE DOOR ON SECURE SIDE FOR FUTURE CONNECTION OF SECURITYDEVICES. PROVIDE 3/4" CONDUIT TO DOOR FRAME AND ROUGH (1) 3/4" CONDUIT WITHSINGLE GANG BOX AT 46"AFF IN ACCESSIBLE WALL. PROVIDE BLANK PLATE. PROVIDE120V CIRCUIT FROM NEAREST EMERGENCY PANEL. COORDINATE FINAL ROUGH-INLOCATION WITH SECURITY SYSTEM VENDOR.GENERAL NOTES:A.B.234N5 RDODRDODRDODRDODR D O D R D O D MMMMMMMMMMMMMMMMMMMMMMMM MM MMMMMSDSDMM1A6810GA.1B.1C.1D.1E.11.1K.1HRU-1AEF-3000ACCU-14GACCU-14FACCU-14EACCU-14DACCU-14CACCU-14BACCU-14AHRU-1BACCU-12FACCU-12EACCU-12DACCU-12CACCU-12BACCU-12AACCU-10AACCU-14HACCU-14IACCU-14JACCU-14KACCU-14LACCU-14MACCU-14NGFI WPGFI WPGFI WPGFI WPGFI WPGFI WPGFI WPGFI WPACCU-3AACCU-6B ACCU-6AEF-2500ACCU-8ASF-2GFI WPFSDFSD111111111GFI WP1ACCU-24ABACCU-24AASF-1803573SNSEWYORKOFETATSSOIANLEOFPRLICENSEDREENIGNETRASSNEJ.CIREREXCELSIOR°°°°°°°°engineering, p.c.ECPhone: (585)641-7121Fax: (585) 362-4175www.ec4b.com15 Schoen PlaceSuite 300Pittsford, NY 14534REVISIONIt is a violation of New York Education Law Article 145 Sec.7209, for any person, unless acting under thedirection of a licensed professional engineer, architect, or land surveyor, to alter an item in any way. If anitem bearing the seal of an engineer, architect, or land surveyor is altered; the altering engineer, architect,or land surveyor shall affix to the item their seal and notation "altered by" followed by their signature anddate of such alteration, and a specific description of the alteration.NO.PROJECT/CLIENTPROJECT MANAGER:REVIEWED BY:DRAWN BY:ISSUED FORDATE:DRAWING TITLEPROJECT NUMBERSCALE:AS NOTEDDRAWING NUMBERDATENEWMAN DEVELOPMENT GROUPDBKPERMIT ISSUE (07/10/2017)07/10/2017E4.0916162PERMIT07-10-2017ROOF PLANRSEJSCITY CENTREITHACA, NY 1/8" = 1'-0"1ROOF PLANREFER TO DRAWING E4.00 FOR GENERAL NOTES.GENERAL NOTES:A.PROVIDE 120 VOLT, GFI RATED, DUPLEX RECEPTACLE IN WEATHERPROOF ENCLOSUREWITH 'IN-USE' COVER MOUNTED ON ROOF. CIRCUIT TO NEAREST COMMON AREA BRANCHRECEPTACLE CIRCUIT. REFER TO DETAIL FOR MOUNTING.DRAWING NOTES:1N FECFECFECFEC33OS 14A23B5678910EFGA.1B.1C.1D.1E.11.12.15.1K.15.6G.1F.1H.1J.1PARKINGB100BICYCLESTOR.B105FIREPUMPRM.B107ELEV.2-ELEV.1-MAINTELECOMB102STOR.B101RECYCLEB103STAIR2-RESID.TRASHTERM.ROOMB104RESID.TRASHTERM.ROOMB104STAIR1-AAIN PITIN PITLALALAALALAALALALALALAALALALAALALAALALALALAALALALALAALALALAALBLBLBLVHPGT-HPGHVHPGLBLBLBLBLBLBLBLB LBLBLBLB LBLBLBLBLBLCLCLCLCX1X1EM1EMEMEMEMEMEMEMEM1EM1EMLVHPG/23LVHPG/23LVHPG/23LVHPG/23LVHPG/23LVHPG/23HVHPG/2HVHPG/4803573SNSEWYORKOFETATSSOIANLEOFPRLICENSEDREENIGNETRASSNEJ.CIREREXCELSIOR°°°°°°°°engineering, p.c.ECPhone: (585)641-7121Fax: (585) 362-4175www.ec4b.com15 Schoen PlaceSuite 300Pittsford, NY 14534REVISIONIt is a violation of New York Education Law Article 145 Sec.7209, for any person, unless acting under thedirection of a licensed professional engineer, architect, or land surveyor, to alter an item in any way. If anitem bearing the seal of an engineer, architect, or land surveyor is altered; the altering engineer, architect,or land surveyor shall affix to the item their seal and notation "altered by" followed by their signature anddate of such alteration, and a specific description of the alteration.NO.PROJECT/CLIENTPROJECT MANAGER:REVIEWED BY:DRAWN BY:ISSUED FORDATE:DRAWING TITLEPROJECT NUMBERSCALE:AS NOTEDDRAWING NUMBERDATENEWMAN DEVELOPMENT GROUPDBKPERMIT ISSUE (07/10/2017)07/10/2017E4.4016162PERMIT07-10-2017LIGHTING PLAN - LEVEL B1RSEJSCITY CENTREITHACA, NY 1/8" = 1'-0"1LIGHTING PLAN - LEVEL B1REFER TO ARCHITECTURAL PLANS FOR FINAL LOCATIONS OF LIGHTS, SWITCHES ANDOUTLETS PRIOR TO ROUGH-INS, REFER TO ELEVATIONS AND REFLECTED CEILINGPLANS.FIRESTOP ALL PENETRATIONS THROUGH FIRE AND SMOKE WALLS.ALL WIRING SHALL BE PLENUM RATED WHERE REQUIRED BY CODE.PROVIDE TYPE WRITTEN PANELBOARD SCHEDULES FOR ALL PANELS.PROVIDE BLANK COVERPLATES ON ALL UNUSED OUTLET BOXES FOR THE WORKPERFORMED BY THE EC.COORDINATE ALL CONDUIT RUNS WITH OTHER TRADES PRIOR TO ROUGH-IN.FOR ALL NEW BUILDING MOUNTED EXTERIOR LIGHTS ROUTE CONDUIT INSIDE BUILDINGAND POKETHROUGH TO MAKE CONNECTION TO FIXTURES ON BUILDING EXTERIOR.UTILIZE #10 AWG FOR ALL EXTERIOR LIGHTING CIRCUITS. FIXTURES TO BE SWITCHEDBY BUILDING MANAGEMENT SYSTEM VIA LIGHTING CONTACTOR.CONNECT EMERGENCY, 'EM1', AND 'X1' LIGHTS SHOWN TO LOCAL LIFE SAFETY LIGHTINGCIRCUIT AHEAD OF ANY SWITCHING.ALL LIGHTING FIXTURES WITH 'EM' ADJACENT WILL BE USED AS EMERGENCY LIGHTS.BASEMENT AND 1ST FLOOR EMERGENCY LIGHTS SHLL BE CIRCUITED TO PANEL LVLS1.2ND, 3RD, 4TH, AND 5TH FLOOR EMERGENCY LIGHTS SHALL BE CIRCUITED TO PANELLVLS4. 6TH, 7TH AND 8TH FLOOR EMERGENCY LIGHTS SHALL BE CIRCUITED TO PANELLVLS7. SEE PANEL SCHEDULES FOR EXACT CIRCUIT NUMBERS.CIRCUIT ALL LC STAIR LIGHTING FIXTURES TO LOCAL 277V LIGHTING CIRCUIT.GENERAL LIGHTING NOTES:A.B.C.D.E.F.G.H.J.K.N FECF E CFECFECATSATS ELEC. MHRIM=423.0'4 1 7 .4 2 0 " P NEEAST GREENSTREET(NYS ROUTE 79 - VARIABLE WIDTH)A UR O R A 73'-6"3'-6"OSOSDDDDDVSOSOSDD14A23B5678910EFGA.1B.1C.1D.1E.11.12.15.1K.15.6G.1F.1H.1J.1STAIR2-SWITCHGEAREQUIP.121aRETAIL2R-102RETAIL3R-103RETAIL4R-104FIRECOMM.CENTER102EGRESSCORR.111SERVICECORR.116STAIR1-LCLCLCLCTEN-1TEN-2TEN-3TEN-4LVHP1BLVHP1AT-HP1HVHP1T-LS1LVLS1PROVIDE TEMPORARY CONSTRUCTIONLIGHTING IN FUTURE TENANT SPACE TOPROVIDE 5 FOOT CANDLES AT FLOOR.LSDP1SDP1GENDPMDPLBLBLBLBLBLBLBLBLBLBLBLGLGLGLGLGLGLGLGLGLGLGLGLGLGLGLGLGLGLELELELFLFLFLFLFLFLFLFLFLFLFLFLFLFLF LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF LFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLGLG LGLGLGLGLGLGLGLFLFLFLHP1P1P1P1P1TATA TATBTBTBTBCH-4CH-4C2CH-3CH-3CH-3CH-3C2C2 D4CD4CD4CD4CD4CD4CD4AD4AD4AA4BA4CA4BA4CA4CD4CD4CCH-5A4CA4CA4CA4CA4CCH-5A4CD4CA4CD4CD2BD2BA4BA4BA4BA4BD4CA4CD4CW4A W4A W4A W4AD4CD4CA4C A4CCH-2D4CCH-2D4CCH-2CH-2W4AW4AW4AW4AW4AD4CD4BD4BH1H1H1H1H1D4C D4CD4CD4CA4CA4CA4CA4CCH-1A4CD2AD2AD2AD2AD2AD2AD2AD2AD2AD2A D2ATATATB TATBTATBTAA4CA4BA4BP3A4BA4BA4BA4BA4BD4C D4CC5C5WS1WS1WS1D4CD4CD4CD4CH1H1H1H1H1H1P4D4CA4BW4AD4CD4CD4CD4CD4CD4CD4DD4DD4DD4DD4DD4DD4DD4D D4DD4D D4DD4DD4D D4DD4DD4DD4DD4DP5 P5P5 P5P5 P5P5 P5P5 P5P5 P5P5 P5P5 P5P5 P5LBP7W4A W4A W4AD4CA4C A4CA4CD4CD4CA4CA4CA4CD4CD4CD4CD4CD4CD4CD4CD4CD4CW4AW4A W4A W4AD4CW4AD4CW4A W4AD4CW4AD4CD4CD4CD4B D4B D4BH1 D4B D4BD4A D4A D4AD4C D4C D4CD4CD4CD4CD4CD4CD4C D4C D4CD4AD4AD4AA4BA4BA4BA4B A4BP2P2P6 P6P6 P6CH-7CH-7H1H1D4CD4CD4C D4C D4CD4C D4C D4CW4AH1LBCH-6H1H1LBFITNESS107FITNESS107FITNESS107YOGA107aSTUDY108MECH.109DOGWASH110EASTCORRIDOR29JANITOR112MECH.112aMECH.110aMEN'SRR113bWOMEN'SRR113aCLUBROOM106MAILROOM105PARCEL105aLUXOR105bWESTCORRIDOR28ELEVATORLOBBY101ENTRYCORRIDOR27VESTIBULE100MANAGER103E-LOUNGE104LDLDLDLDU1U1C4C4C4C4C4U1U1U1U1U1U1U1U1U1U1U1U1U1U1 U1U1 U1 U1U1U1U1U1U1 U1U1U1U1U1X1X1X1X1X1X1X1X1X1X1X1X1X1X1X1X1X1X1X1X1X1X1HVHP1/7HVHP1/8HVHP1/8HVHP1/9LVHP1B/3LBLBHVHP1/10EMEMEMEMEMEMEMEMEMEMEMEMEMEMEMEMEMEMEMEMEMEMEMEMEMEMEMEMEMEMEMEMEMEMEM803573SNSEWYORKOFETATSSOIANLEOFPRLICENSEDREENIGNETRASSNEJ.CIREREXCELSIOR°°°°°°°°engineering, p.c.ECPhone: (585)641-7121Fax: (585) 362-4175www.ec4b.com15 Schoen PlaceSuite 300Pittsford, NY 14534REVISIONIt is a violation of New York Education Law Article 145 Sec.7209, for any person, unless acting under thedirection of a licensed professional engineer, architect, or land surveyor, to alter an item in any way. If anitem bearing the seal of an engineer, architect, or land surveyor is altered; the altering engineer, architect,or land surveyor shall affix to the item their seal and notation "altered by" followed by their signature anddate of such alteration, and a specific description of the alteration.NO.PROJECT/CLIENTPROJECT MANAGER:REVIEWED BY:DRAWN BY:ISSUED FORDATE:DRAWING TITLEPROJECT NUMBERSCALE:AS NOTEDDRAWING NUMBERDATENEWMAN DEVELOPMENT GROUPDBKPERMIT ISSUE (07/10/2017)07/10/2017E4.4116162PERMIT07-10-2017LIGHTING PLAN - LEVEL 01RSEJSCITY CENTREITHACA, NY 1/8" = 1'-0"1LIGHTING PLAN - LEVEL 01REFER TO DRAWING E4.40 FOR GENERAL LIGHTING NOTES.GENERAL LIGHTING NOTES:A.N FECFEC30"STAND.TUB30"STAND.TUB30"STAND.TUB30"STAND.TUB30"STAND.TUB30"STAND.TUB1A6810GA.1B.1C.1D.1E.11.1K.1STAIR2-MECH.201MELEC./TELE.203MCORRIDOR200STAIR1-LCLCD4WAD4WD4WD4WAD4WD4WD4WAD4WD4WD4WAD4WD4WD4W D4WA D4W D4W D4WAD4WD4W D4WA D4W D4W D4WD4WAUNIT B2UNIT A2??UNIT B5UNIT B6??UNIT A2UNIT A1UNIT A2UNIT A2UNIT A5UNIT B3UNIT A1UNIT A1UNIT A1UNIT E1UNIT E1UNIT E1UNIT A1UNIT A1UNIT A1??UNIT B7??UNIT A2UNIT A1??UNIT B13 - E3.011 - E3.001 - E3.003 - E3.023 - E3.021 - E3.001 - E3.003 - E3.025 - E3.002 - E3.002 - E3.001 - E3.002 - E3.002 - E3.001 - E3.024 - E3.012 - E3.002 - E3.002 - E3.011 - E3.012 - E3.001 - E3.002 - E3.003 - E3.022 - E3.021 - E3.003 - E3.021 - E3.00LCW4AW4AW4AW4AW4A W4AW4A W4AW4AA4CA4CD4CACH-20CH-20W4AW4AW4AW4AD4CD4CAD4CACH-20A4CA4CD4CX1X1X1X1X1X1X1X1X1LBLBLBLBEMEMEMEMEMEMEMEMLVHP2/5HVHP2/1HVHP2/2EMEMEMLVHP2/5ADP2T-ADP2LVHP2HVHP2T-HP2803573SNSEWYORKOFETATSSOIANLEOFPRLICENSEDREENIGNETRASSNEJ.CIREREXCELSIOR°°°°°°°°engineering, p.c.ECPhone: (585)641-7121Fax: (585) 362-4175www.ec4b.com15 Schoen PlaceSuite 300Pittsford, NY 14534REVISIONIt is a violation of New York Education Law Article 145 Sec.7209, for any person, unless acting under thedirection of a licensed professional engineer, architect, or land surveyor, to alter an item in any way. If anitem bearing the seal of an engineer, architect, or land surveyor is altered; the altering engineer, architect,or land surveyor shall affix to the item their seal and notation "altered by" followed by their signature anddate of such alteration, and a specific description of the alteration.NO.PROJECT/CLIENTPROJECT MANAGER:REVIEWED BY:DRAWN BY:ISSUED FORDATE:DRAWING TITLEPROJECT NUMBERSCALE:AS NOTEDDRAWING NUMBERDATENEWMAN DEVELOPMENT GROUPDBKPERMIT ISSUE (07/10/2017)07/10/2017E4.4216162PERMIT07-10-2017LIGHTING PLAN - LEVEL 02- 07RSEJSCITY CENTREITHACA, NY 1/8" = 1'-0"1LIGHTING PLAN - LEVEL 02 THROUGH 07LIGHTING SHOWN TO BE TYPICAL OFFLOORS 2-7. DESIGN TO CHANGEPENDING INTERIOR DESIGNERDRAWINGS.REFER TO DRAWING E4.40 FOR GENERAL LIGHTING NOTES.GENERAL LIGHTING NOTES:A.N FECFEC30"STAND.TUB30"STAND.TUB30"STAND.TUB30"STAND.TUB1A6810GA.1B.1C.1D.1E.11.1K.1STAIR2-TRASHCHUTEB110CORRIDOR800ELEC./TELE.803MEXT.PATIO805MSTAIR1-UNIT B2UNIT A2??UNIT B5UNIT B6??UNIT A2UNIT A1UNIT A2UNIT A2UNIT A5UNIT A4UNIT E1UNIT A6UNIT E1UNIT E1UNIT A2UNIT A1??UNIT B1UNIT A3UNIT A3UNIT A3UNIT A33 - E3.026 - E3.003 - E3.003 - E3.025 - E3.002 - E3.002 - E3.001 - E3.002 - E3.002 - E3.001 - E3.024 - E3.012 - E3.002 - E3.002 - E3.011 - E3.012 - E3.001 - E3.002 - E3.003 - E3.023 - E3.003 - E3.003 - E3.004 - E3.00LCLCLCLCLJLJLJLJLJLJLJLJAAD4WAD4WW4AD4WW4AD4WAD4WD4WD4WAD4WW4AD4WW4AD4WAD4WD4WD4W D4WA D4W W4AD4WW4AD4WA D4WD4W W4AD4WAW4A D4W D4WD4WAD4W W4AA4CA4CCH-20W4ACH-20W4AW4AW4ACH-20A4CA4CD4CD4CAD4CD4CAD4CAX1X1X1X1X1X1X1X1X1LBLVHP7/18LBLBLBLVHP7/18LVHP7/18EMEMEMEMEMEMEMEMEMEMEMHVHP7/8LVHP7/20ADP8803573SNSEWYORKOFETATSSOIANLEOFPRLICENSEDREENIGNETRASSNEJ.CIREREXCELSIOR°°°°°°°°engineering, p.c.ECPhone: (585)641-7121Fax: (585) 362-4175www.ec4b.com15 Schoen PlaceSuite 300Pittsford, NY 14534REVISIONIt is a violation of New York Education Law Article 145 Sec.7209, for any person, unless acting under thedirection of a licensed professional engineer, architect, or land surveyor, to alter an item in any way. If anitem bearing the seal of an engineer, architect, or land surveyor is altered; the altering engineer, architect,or land surveyor shall affix to the item their seal and notation "altered by" followed by their signature anddate of such alteration, and a specific description of the alteration.NO.PROJECT/CLIENTPROJECT MANAGER:REVIEWED BY:DRAWN BY:ISSUED FORDATE:DRAWING TITLEPROJECT NUMBERSCALE:AS NOTEDDRAWING NUMBERDATENEWMAN DEVELOPMENT GROUPDBKPERMIT ISSUE (07/10/2017)07/10/2017E4.4816162PERMIT07-10-2017LIGHTING PLAN - LEVEL 08RSEJSCITY CENTREITHACA, NY 1/8" = 1'-0"1LIGHTING PLAN - LEVEL 08REFER TO DRAWING E4.40 FOR GENERAL LIGHTING NOTES.GENERAL LIGHTING NOTES:A.N