HomeMy WebLinkAbout150 Triphammer Drawings - Ramp Only 3-5-19Set No.11-19-201808249-18008Tetra Tech Engineers, Architects & Landscape Architects, P.C.ArchitectureEngineeringPlanningHighPerformanceFacilitiesforTriphammer Co-op Housing RenovationsCornell University150 Triphammer Rd, Ithaca, NY5DRAWING REVISION NUMBERCENTER LINECUT LINENORTH ARROWROOM NAME AND NUMBERELEVATIONINTERIOR ELEVATIONDETAILWALL SECTIONBUILDING SECTIONSTANDARD REFERENCE BUBBLEDRAWING NUMBERDETAIL NUMBERDRAWING TITLE & SCALE1st FFFloor Plan1/8"=1'-0"100'-0"NROOM1012A122134A12A122A122A122A122A12NOTE: REFER TO FINISH PLANS FOR ROOM FINISH KEYAND ADDITIONAL ABBREVIATIONSAAC ASBESTOS ABATEMENT CONTRACTORAAD AUTOMATIC AIR DAMPERAB ANCHOR BOLT, AIR BARRIERAC AIR CONDITIONING, ALTERNATING CURRENTACCMP ASPHALT COATED CORR METAL PIPEACM ASBESTOS CONTAINING MATERIALACT ACOUSTICAL CEILING TILEACU AIR CONDITIONING UNITAD AREA DRAINADA AMERICAN DISABILITIES ACTADD ADDENDUMADDL ADDITIONALADDN ADDITIONADH ADHESIVEADJ ADJACENTADR ACCESS DOORAESS ARCH EXPOSED STRUCTURAL STEELAFF ABOVE FINISH FLOORAH ACCESS HATCHAHU AIR HANDLING UNITAIB AIR INFILTRATION BARRIERALT ALTERNATEALTB ACOUSTICALLY LINED TRANSFER BOXALTN ALTERATION ALUM ALUMINUMAMP AMPEREANOD ANODIZEDANT ACID NEUTRALIZATION TANKAP ACCESS PANELAPPROX APPROXIMATE (LY)APC ARCHITECTURAL PRECAST CONCRETEARCH ARCHITECT (URAL)A/S AIR SEPARATORASB ASBESTOSASPH ASPHALTATV ATMOSPHERIC VENTAUD AUDITORIUMAUTO AUTOMATICAV ACID VENTAVE AVERAGEAVTR ACID VENT THRU ROOFAW ACID WASTEB BOILER, BRICK, BOTTOMBB BASKETBALLBBD BOILER BLOWDOWNBC BOTTOM OF CURBBCU BLOWER COIL UNITBCX BOTTOM CHORD EXTENSIONBD BOARDBDD BACKDRAFT DAMPERBFP BACK FLOW PREVENTERBG BOTTOM GRILLEBIT BITUMINOUSBLDG BUILDING BLOCKBLK BLOCKING BLKGBM BEAMBO BY OTHERSBOD BOTTOM OF DUCTBOF BOTTOM OF FOOTINGBOS BOTTOM OF STEELBOT BOTTOMBPL BEARING PLATEBR BOTTOM REGISTERBRDG BRIDGINGBRG BEARINGBRK BRICKBRSH BRICKSHELFBRZ BRONZEBS BOTH SIDES, BOTTOM OF STAIRBSMT BASEMENTBSPL BACKSPLASHBT BENTBTU BRITISH THERMAL UNITSBTUH BRITISH THERMAL UNITS PER HOURBUR BUILT-UP ROOFINGBW BOTTOM OF WALLBWC BACK WATER CHECK VALVEC1 CARPET TYPE 1C CONDUIT, CONVECTOR, CONDENSOR,COMMONCA COMPRESSED AIRCAB CABINETCATV CABLE TELEVISIONCB CATCH BASIN, CIRCUIT BREAKER, CHALKBOARDCCTV CLOSED CIRCUIT TELEVISIONCD CEILING DIFFUSER, CONDENSATE DRAINCEM CEMENTCER CERAMIC CF CUBIC FEET, CEILING FANCFM CUBIC FEET PER MINUTECFMF COLD FORMED METAL FRAMINGCFT1 CERAMIC FLOOR TILE TYPE 1CG CEILING GRILLECHAN CHANNELCHUV CEILING HUNG UNIT VENTILATORCI CAST IRONCIP CAST IN PLACECIRC CIRCUMFERENCECJ CONTROL JOINTCL CENTER LINECLG CEILINGCLKG CAULKINGCLL CONTRACT LIMIT LINECLR CLEAR (ING) (ENCE)CLRM CLASSROOMCMP CORRUGATED METAL PANELCMT CERAMIC MOSAIC TILECMU CONCRETE MASONRY UNITCO CLEAN OUTCODP CLEAN OUT DECK PLATECOL COLUMNCOMB COMBINATIONCOMP COMPRESS (ED) (ION) (IBLE), COMPOSITECONC CONCRETECOND CONDENSATECONN CONNECTIONCONST CONSTRUCTIONCONT CONTINOUSCONTR CONTRACT (OR)COORD COORDINATECORR CORRUGATED, CORRIDORCOWP CLEAN OUT WALL PLATECPVC CHLORINATED POLY VINYL CHLORIDECR CEILING REGISTERCRS COURSE (S)CSK COUNTERSINKCSMT CASEMENTCT COMPUTER TERMINAL, CERAMIC BASE TILECTD COATEDCTOP COUNTER TOPCTR CENTERCU CUBICCUH CABINET UNIT HEATERCV CONVECTOR, CURB VALVECW COLD WATERCWR CHILLED WATER RETURNCWS CHILLED WATER SUPPLYCWT1 CERAMIC WALL TILE TYPE 1D1 DANCE FLOORING TYPE 1D DIESEL FUEL, DEPTHDB DRY BULBDC DIRECT CURRENTDDC DIRECT DIGITAL CONTROLDE DELONIZED WATERDEG DEGREESDEMO DEMOLISHDEP DEPRESS (ED) (ION)DET DETAIL (ED)DF DRINKING FOUNTAINDH DOUBLE HUNGDHU DEHUMIDIFICATION UNITDI DROP INLET, DUCTILE IRON, DISTILLED WATERDIA DIAMETERDIAG DIAGONALDIM DIMENSIONDISP DISPENSERDIST DISTANCEDIV DIVISIONDL DEAD LOADDN DOWNDO DITTODP DAMPPROOF (ING)DPR DAMPERDR DOOR, DEEP RIBDWG DRAWINGDS DOWNSPOUT, DRAINAGE STRUCTUREDT DRAIN TILEDTA DOVETAIL ANCHORDTL DETAILDW DUMBWAITER, DISHWASHERDWL DOWELDWR DRAWERE EASTEA EXHAUST AIR, EACHEAT ENTERING AIR TEMPERATUREEB EXPANSION BOLTEC ELECTRICAL CONTRACTORECF ENHANCED CONCRETE FLOORINGEIFS EXTERIOR INSULATION FINISH SYSTEMEF EACH FACE, EXHAUST FANEJ EXPANSION JOINTELEC ELECTRIC (AL)ELEM ELEMENTELEV ELEVATION, ELEVATOREM EMERGENCYEMT ELECTRICAL METALLIC TUBINGENC ENCLOSUREEOD EDGE OF DECKEOS EDGE OF SLABEQ EQUAL, EQUIVALENTEQC EQUIPMENT CONTRACTOREQUIP EQUIPMENTES EXPOSED SURFACE, EXPOSED STRUCTUREESF ELASTIC SHEET FLASHINGESM ELASTIC SHEET MEMBRANEEW EACH WAYEWC ELECTRIC WATER COOLEREWT ENTERING WATER TEMPERATUREEXH EXHAUSTEXG EXISTINGEXP EXPANSIONEXT EXTERIOR, EXTERNALF FAHRENHEITFA FIRE ALARMFAI FRESH AIR INTAKEFCU FAN COOLING UNITFD FLOOR DRAIN, FIRE DAMPERFDC FIRE DEPARTMENT CONNECTIONFE FIRE EXTINGUISHERFEC FIRE EXTINGUISHER CABINETFF FINISH FLOOR, FACTORY FINISHFFE FINISH FLOOR ELEVATIONFFL FINISH FLOOR LINEFG FLOOR GRILLEFH FIRE HYDRANTFHC FIRE HOSE CABINETFIN FINISH (ED)FIXT FIXTUREFL FLUSHFLD FLOOR DUCTFLEX FLEXIBLEFLG FLASHINGFLR FLOOR (ING)FLUOR FLUORESCENTFM FLOOR MOUNTEDFMC FLEXIBLE METAL CONDUITFND FOUNDATIONFOB FREIGHT ON BOARD, FLAT ON BOTTOMFOG FUEL OIL GAUGEFOR FUEL OIL RETURNFOS FUEL OIL SUPPLYFOT FLAT ON TOPFP FIREPROOF (ING)FPM FEET PER MINUTEFR FRAME, FLOOR REGISTERFRA FRESH AIRFRC FIRE RESISTANT COATINGFRP FIBERGLASS REINFORCED PANELFRT FIRE RETARDANTFS FLOOR SINKFSD FIRE AND SMOKE DAMPERFT FEET, FLOOR TREATMENTFTG FOOTINGFTR FIN TUBE RADIATIONFV FLUSH VALVEG GAS, GLYCOLGA GAUGEGAL GALLONGALV GALVANIZEDGASK GASKET (ED)GC GENERAL CONTRACT (OR)GCMU GLAZED CONCRETE MASONRY UNITGCO GRADE CLEANOUT GF GROUND FACEGL GLASS, GLAZINGGND GROUNDGPM GALLONS PER MINUTEGR GRADE (ING), GLYCOL RETURNGS GLYCOL SUPPLYGVL GRAVELGWB GYPSUM WALL BOARDGYP GYPSUMH HEIGHTHB HOSE BIBHBD HARD BOARDHC HEATING CONTRACT (OR), HANDICAPHCR HOT/CHILLED RETURNHCS HOT/CHILLED SUPPLYHD HEAVY DUTYHDPE HIGH DENSITY POLYETHYLENEHDR HEADERHDW HARDWAREHG HOT GLYCOLHIP HIGH IMPACT PANELHM HOLLOW METALHORZ HORIZONTALHP HORSEPOWER, HIGH PRESSURE, HEAT PUMPHPC HIGH PERFORMANCE COATINGHPL HIGH PRESSURE LAMINATEHR HANDRAIL, HOURHT HEIGHTHTG HEATINGHV HIGH VOLTAGEHVAC HEATING/VENTILATING/AIR CONDITIONINGHVU HEATING AND VENTILATING UNITHW HOT WATERHWH HOT WATER HEATERHWP HOT WATER PUMPHWR HOT WATER RETURNHWS HOT WATER SUPPLYID INSIDE DIAMETERIE INVERT ELEVATIONIN INCHESINCL INCLUDE (D) (ING)INS INSULATE (D) (ION)INT INTERIORINV INVERTIP IRON PIPEIPS IRON PIPE SIZEIW INDIRECT WASTEJ JANITORS CLOSETJAN JANITORS CLOSETJB JUNCTION BOXJC JANITORS CLOSETJCT JUNCTIONJT JOINTKW KILOWATTKWH KILOWATT PER HOURKV KILOVOLTKVA KILOVOLT AMPEREL LENGTH, LONGLAB LABORATORYLAD LADDERLAM LAMINATE (D)LAT LEAVING AIR TEMPERATURELAV LAVATORYLB POUNDLBL LABELLBP LEAD BASED PAINTLC LANDSCAPE CONTRACTOR (SITE)LCC LEAD COATED COPPERLDR LEADERLEV LEVELLF LINEAR FOOTLFMC LIQUID-TIGHT FLEXIBLE METAL CONDUITLFNC LIQUID-TIGHT FLEXIBLE NONMETALLIC CONDUITLG LENGTH, LONGLGI LARGE GROUP INSTRUCTIONLH LEFT HANDLIN LINEARLKR LOCKERLL LIVE LOADLP LOW PRESSURELPC LOW PRESSURE CONDENSATELPS LOW PRESSURE STEAMLPT LOW POINTLS LINOLEUM SHEET TYPE 1LT LIGHTLT1 LINOLEUM TILE TYPE 1LTL LINTELLV LOW VOLTAGELVR LOUVERLWT LEAVING WATER TEMPERATUREMAN MANUALMAS MASONRYMAT MATERIALMAU MAKE UP AIR UNITMAX MAXIMUMMB MARKER BOARDMBH THOUSAND BTUHMBR MEMBERMD MOTORIZED DAMPERME MECHANICAL EQUIPMENTMECH MECHANICAL (LY)MED MEDIUMMEMB MEMBRANEMEZZ MEZZANINEMF MIXING FAUCETMFR MANUFACTURE (R)MH MAN HOLEMIN MINIMUMMIR MIRRORMISC MISCELLANEOUSMO MASONRY OPENINGMOD MODULE (OR), MODELMR MOP RECEPTORMP MULTICOLOR WALL COATINGMT MOUNTMTD MOUNTEDMTG MOUNTINGMTL METALMTH MARBLE THRESHOLDMTR METERMULL MULLIONMVEJ MASONRY VENEER EXPANSION JOINTN NORTH, NO WORK REQUIREDNAT NATURALNC NORMALLY CLOSEDNEC NATIONAL ELECTRIC CODENEG NEGATIVENEUT NEUTRALIZATIONNIC NOT IN CONTRACTNO NUMBER, NORMALLY OPENNOM NOMINALNRC NOISE REDUCTION COEFFICIENTNTS NOT TO SCALEOA OVERALL, OUTSIDE AIROC ON CENTEROD OUTSIDE DIAMETEROH OVERHEADOPNG OPENINGOPP OPPOSITEOPP HD OPPOSITE HANDP PAINT SURFACE(S) INCLUDING SOFFITSPAR PARALLELPART PARTITIONPC PLUMBING CONTRACT (OR),PIGMENTED CONCRETEPCC PRECAST CONCRETEPE PORCELAIN ENAMELPERF PERFORATE (ION) (ED)PERI PERIMETERPERP PERPENDICULARPL PLATE, PROPERTY LINEPLAM PLASTIC LAMINATEPLAS PLASTER, PLASTICPLF POUNDS PER LINEAR FOOTPLYWD PLYWOODPM PLUGMOLDPNL PANELPOC POINT OF CURVATURE, POINT OF CONNECTIONPOL POLISHEDPOS POSITIVEPOT POINT OF TANGENCYPR PAIRPRE POWER ROOF EXHAUSTERPREP PREPARE (ATION)PRF PREFORMEDPROJ PROJECTPS PAINT EXPOSED STRUCTURE/DECKPSF POUNDS PER SQUARE FOOTPSI POUNDS PER SQUARE INCHPT POINTPT1 PORCELAIN TILE TYPE 1PTD PAINTEDPTFR PRESSURE TREATED FIRE RETARDANTPTP PRESSURE TREATED PRESERVATIVEPVC POLYVINYL CHLORIDEPVMT PAVEMENTPWE POWER WALL EXHAUSTERQF QUARTZ FLOORINGQT QUARRY TILER RADIUS, RETURN, REFRIGERANTRA RETURN AIRRAD RADIATIONRAF RETURN AIR FAN, RESILIENT ATHLETIC FLOORINGRB RESILIENT BASERC ROOFING CONTRACT (OR)RCA RECYCLED CONCRETE AGGREGATERCP REINFORCED CONCRETE PIPE,REFLECTED CEILING PLANRCU REMOTE CONDENSING UNITRD ROOF DRAINRECEPT RECEPTACLEREF REFERENCEREFL REFLECT (ED) (IVE) (OR)REFR REFRIGERATORREG REGISTERREINF REINFORCE (D) (ING)REM REMOVEDREQD REQUIREDRESIL RESILIENTRET RETAINING, RETURNREV REVISION, REVISED, REVEALRF RUBBER FLOORING TYPE 1RFG ROOFINGRFH ROOF HATCHRFM RECESSED FLOOR MATRG RETURN GRILLERGS RIGID GALVANIZED STEELRH RIGHT HANDRHC REHEAT COILRI ROUGH-INRL RAIN LEADERRLG RAIL (ING)RM ROOMRMC RIGID METAL CONDUITRNC RIGID NONMETALLIC CONDUITRNT RUNNING TRAPRO ROUGH OPENINGROW RIGHT OF WAYRPM REVOLUTIONS PER MINUTERR REMOVE EXISTING AND REPLACE WITH NEWRS RUBBER STAIR TREAD/RISERRTH ROOF TOP HOODRTU ROOF TOP UNITRW RAW WATERS SOUTH, SUPPLY, SURGE PROTECTEDSA SUPPLY AIRSAN SANITARYSAS SMOOTH ALL SIDESSC SOLID CORE, SILL COCK, SEALED CONCRETESCHED SCHEDULESCT STRUCTURAL CLAY TILESD STORM DRAIN, SPLITTER DAMPER,SMOKE DAMPERSEC SECTIONSF SQUARE FEETSGI SMALL GROUP INSTRUCTIONSGT STRUCTURAL GLAZED TILESH SHELF, SHELVING, SMOKE HATCHSHR SHOWER, SHEAR WALLSHT SHEETSHTHG SHEATHINGSIM SIMILARSK SINKSL SOUND LINED, SKYLIGHTSLC SILLCOCKSLV SLEEVESLVR STORM LOUVERSMH SANITARY MANHOLESOG SLAB ON GRADESP STATIC PRESSURE, STANDPIPE,SPACE (ING) (ES)SPEC SPECIFICATION (S)SPKR SPRINKLERSPL SPECIALSQ SQUARESS STAINLESS STEELSST STRUCTURAL STEEL TUBINGST STORM, STORAGESTA STATIONSTC SHOWER TEMPERATURE CONTROLLER,STAINED CONCRETESTD STANDARDSTG SEATINGSTL STEELSTN STAIN (ED)STOR STORAGESTRU STRUCTURALSURF SURFACESUSP SUSPENDEDSV SHEET VINYL, STEAM VENTSW SWITCH, SOFTENED WATERSWCI SERVICE WEIGHT CAST IRONSYM SYMMETRICALSYN SYNTHETICSYS SYSTEMT TREAD, TOP, TOILET ROOM, TONST1 TERRAZZO TYPE 1TB TOP AND BOTTOM, TACK BOARD,TERRAZZO BASETBD TO BE DETERMINEDTC TEMPERATURE CONTROL, TEMPERED CLEAR,TELECOMMUNICATIONS CONTRACTOR,TOP OF CURBTCX TOP CHORD EXTENTIONTDV TRIPLE DUTY VALVETEL TELEPHONETEMP TEMPERATURETG TOP GRILLE, TONGUE AND GROOVETHK THICKNESSTHR THRESHOLDTME TO MATCH EXISTINGTMV THERMOSTATIC MIXING VALVETOD TOP OF DUCTTOF TOP OF FASCIA, TOP OF FOOTINGTOL TOLERANCETOM TOP OF MASONRYTOP TOP OF PIPE, TOP OF PIERTOS TOP OF STEEL, TOP OF STAIRTPART TOILET PARTITIONTR TOP REGISTERTRN TRANSOMTS TOP OF STAIRTV TELEVISIONTW TEMPERED WATER, TOP OF WALLTYP TYPICALUC UNDERCUTUD UNDERDRAINUE UNDERGROUND ELECTRICUG UNDERGROUNDUH UNIT HEATERUNF UNFINISHEDUNIF UNIFORMUNO UNLESS NOTED OTHERWISEUR URINALUT UNDERGROUND TELEPHONEUV UNIT VENTILATORV VENT, VOLTVAR VARIES, VARIABLEVARN VARNISHVAT VINYL ASBESTOS TILEVAV VARIABLE AIR VOLUMEVB VACUUM BREAKER, VAPOR RETARDER BARRIER,VOLLEYBALLVCB VENTED COVE BASEVCT1 VINYL COMPOSITE TILE TYPE 1VD VOLUME DAMPERVERM VERMICULITEVERT VERTICALVEST VESTIBULEVIF VERIFY IN FIELDVIN VINYLVIT VITREOUS TILEVNR VENEERVOL VOLUMEVTR VENT THROUGH ROOFVWC VINYL WALL COVERINGW WEST, WIDTH, WIDE, WASTE, WATTWB WET BULBWC WATER CLOSET, WALL COVERINGWD WOODWD1 WOOD FLOORING - GYMWD2 WOOD FLOORING - STAGEWDW WINDOWWDWC WINDOW CONTRACTORWF WASH FOUNTAINWG WALL GRILLE, WATER GAUGEWH WALL HUNG, WALL HYDRANTWI WROUGHT IRONWM WIREMOLDWP WATER PROOFING, WORKING POINTWR WATER REPELLENT, WIDE RIB, WALL REGISTERWS WATER STOPWSCT WAINSCOTWT WEIGHTWWHP WATER TO WATER HEAT PUMPWWM WELDED WIRE MESHW/ WITHW/O WITHOUTXHCI EXTRA HEAVY CAST IRONYD YARD DRAIN, YARDDrawing List:T100 Title Sheet, Symbols & AbbreviationsTopographic Survey:C000 Topographic MapSite Drawings:C120 Site Demo, Layout Plan and DetailsArchitectural Drawings:A100 Demolition, Roof, Reflected Ceiling and First Floor PlansDoor ScheduleA101 Floor and Roof Framing PlansA200 Exterior Elevations and SectionsA400 Enlarged Plan, Elevations and DetailsA700 Miscellaneous DetailsMEP Drawings:MEP100 Floor PlansMEP400 Enlarged PlansMEP500 Details and SchedulesFacility Code 3122Electrical and Technology SymbolsArchitectural SymbolsLIGHT SWITCHNEW MOTORSEE SCHEDULE FOR DESCRIPTIONLIGHT FIXTURE# DENOTES TYPE#JSMOKE DETECTORJUNCTION BOXDUPLEX RECEPTACLENON-FUSED DISCONNECT SWITCHOS - OCCUPANCY SENSOR 3 - 3 WAYK - KEY OPERATEDD - DIMMERP - W/PILOT LIGHT4 - 4 WAYLABEL#P3.81100(MATERIAL INDICATION VARIES)EXISTING TO REMAINDEMOLITION WORKNEW WORK IN EXISTINGPARTITION TYPEStandard SymbolsEMERGENCY LIGHT W/BATTERY PACK# DENOTES TYPE#EXISTING PANEL TO REMAINEXISTING PANEL TO REPLACENEW PANEL RELAYFIXED HEAT DETECTOREQUIPMENT CONNECTIONDrawing No.:T1001100(ROOM NO W/ DOOR NO)DOOR NUMBERFINISH CHANGEDOUBLE DUPLEX RECEPTACLECOCOMPUTER OUTLETPIPE ELBOW UPUNION CONNECTIONTOP PIPE CONNECTIONPIPE ELBOW DOWNBOTTOM PIPE CONNECTIONTEMPERATURE WELLTHERMOMETER MANUAL AIR VENTPRESSURE GAUGEBALL VALVEBALANCING VALVEDIRECTION OF FLOWCIRCULATING PUMPDUCT UP NEGATIVE PRESSUREDUCT DOWN POSITIVE PRESSUREDUCT UP POSITIVE PRESSUREDUCT DOWN NEGATIVE PRESSUREEXISTING HVAC PIPEREMOVE EXG. DUCT, PIPING, POSITIVE PRESSURE DUCT UP THROUGH NEXT FLOOR/ROOFTHROUGH NEXT FLOOR/ROOFNEGATIVE PRESSURE DUCT UPACOUSTICALLY LINEDDUCTWORKAIR FLOWDUCT AIR FLOWEXISTING DUCTWORKW/ GUARDMechanical SymbolsVALUEVALUECFM, GPM, CAPACITYEQUIPMENT TAG (MOTORIZED)EQUIPMENT TAG (NON-MOTORIZED)CFMREGISTER, GRILLE, DIFFUSERTAG NO.TAG NO.TAG NO.NECK SZ.PIPE UP AND DOWNFIN TUBE RADIATIONEQUIPMENT(UP / TOWARDS)(DOWN / AWAY)(UP / TOWARDS)(DOWN / AWAY)DUCT BREAKPIPE BREAKPOINT OF CONNECTIONPOC(NON-POTABLE)MAKE-UP COLD WATER LOW PRESSURE STEAMMECHANICAL EQUIPMENT LOW PRESSURE CONDENSATELOW PRESSURE STEAM WET (FLOODED) CONDENSATEHOT GLYCOL RETURNHOT GLYCOL SUPPLYTHERMOSTATIC STEAM TRAPFLOAT AND THERMOSTATICSTEAM TRAPPUMPED CONDENSATETEMPERATURE SENSOR TYPICAL FORALL ELEC SYMBOLS= MOVE EXISTINGFM(REMOVE AND REINSTALL)= EXISTING TO REMAINFE= REMOVE EXISTINGFR150TRIPHAMMERProject Location MapN0KROYWENFOETATSTCETIHCRADERETSIGE RUNSSAHME R 681340KRKORTATTAASTCTECCTEIHCTSIGEGG RUNSSAHME R 68134Code Compliance ReviewBUILDING REQUIREMENTS:1. SPRINKLER SYSTEM ( CHAPTER 9 ) :2. OCCUPANCY CLASSIFICATION ( CHAPTER 3 ):R-23. CONSTRUCTION TYPE - EXISTING ( CHAPTERS 6 ):VB4. CONSTRUCTION TYPE - NEW ( CHAPTERS 6 ):VBVBR-2000001NA00NANANANANA.500000FIRE RESISTANCE REQUIREMENTSConstruction ClassificationOccupancy ClassificationEXTERIORBEARING WALLSNONBEARING WALLS- FIRE SEPARATION DISTANCE > 30'- FIRE SEPARATION DISTANCE < 30' AND > 10'- FIRE SEPARATION DISTANCE < 10' AND > 5'- FIRE SEPARATION DISTANCE < 5'OCCUPANCY SEPARATIONINTERIORFIRE WALLSBEARING WALLS- SUPPORTING A ROOF ONLYSTAIRWAY ENCLOSURE- CONNECTING 4 STORIES OR MORE- CONNECTING LESS THAN 4 STORIESSHAFTWAYS- CONNECTING > 4 STORIES- CONNECTING > 2 AND < 4 STORIES- CONNECTING < 2 STORIESCORRIDORSSTRUCTURAL FRAME INCLUDING COLUMNS,GIRDERS AND TRUSSES- SUPPORTING A ROOF ONLYFLOOR CONSTRUCTION INCLUDING SUPPORTINGBEAMS AND JOISTSROOF CONSTRUCTION INCLUDING SUPPORTINGBEAMS AND JOISTSROOF CONSTRUCTION OVER 20' AFFROOF CONSTRUCTION UNDER 20' AFFTABLE 601TABLE 602TABLE 705.4TABLE 601SECTION 707SECTION 707TABLE 601TABLE 601TABLE 601NOTE C IS AN AUTOMATIC SPRINKLER SYSTEM PROVIDED. REFER TO BUILDING AREA DATA BELOW FOR SPECIFIC AREAS PROVIDED.YESPROJECT SUMMARY:THIS PROJECT INCLUDES LEVEL 2 RENOVATIONS OF APPROXIMATELY130 SF ON THE FIRST FLOOR INCLUDING ASSOCIATED MECHANICAL,ELECTRICAL, PLUMBING AND FIRE PROTECTION WORK AND THEADDITION OF AN EXTERIOR ADA RAMP AND PORCH WITH ROOF.BASED ON THE NEW YORK STATE UNIFORM FIRE PREVENTION AND BUILDINGCODE INCLUDING APPLICABLE 2015 ICC CODES AND 2016 NYS SUPPLEMENTSAND 2010 ICC A117.1 ACCESSIBLE AND USABLE BUILDING AND FACILITIES.- RAMP ONLY03-05-2019
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Description:Rev. No.: Date:Drawing No.:Drawn by:Tetra Tech Engineers, Architects& Landscape Architects, P.C.Site Demo, Layout Plan and DetailsMDHC1202Site Layout Plan# Site Demo / Layout KeynotesSite Layout LegendCONCRETE WALK1 EXISTING ASPHALT PAVEMENT, PROTECT.2 SAW CUT EXISTING ASPHALT PAVEMENT, LEAVING NEAT,SMOOTH AND STRAIGHT EDGE (TYPICAL).3 REMOVE EXISTING R.R. TIE BORDER WALL, PLANTING GARDENAND APPURTANCES.4 PROVIDE BLACKOUT PAINT AT STRIPING IN LOCATION SHOWN.5 REMOVE LAWN, TOPSOIL AND SUB-SOIL AS REQUIRED TO MEETDESIGN GRADES AND ACCOMMODATE NEW WORK.6 REMOVE EXISTING 4' SECTION OF TIMBER CURB TO NEARESTJOINT. REMOVE ADDITIONAL SUBBASE AS REQUIRED TO MEETDESIGN GRADES AND ACCOMMODATE NEW WORK.7 SMOOTH TRANSITION FROM PROPOSED SURFACE TO ADJACENTEXISTING SURFACE, TYPICAL.8 CONCRETE WALK. SCORE JOINTS IN LOCATIONS SHOWN WHEREPOSSIBLE. ALIGN WITH CORNERS WHEN POSSIBLE. SEE DETAILS3 AND 4 / C120.9 CONCRETE SIDEWALK EXTENSION. SEE DETAIL 4 / C120.10 ACCESSIBLE PARKING SIGN AND POST IN LAWN, SEE DETAIL 5 /C120.11 ACCESSIBLE SYMBOLS WHERE INDICATED AND PARKING STALLSTRIPING, SEE DETAIL 6 / C120.12 TRAFFIC STRIPING AND PARKING STALL STRIPING AS INDICATED,SEE DETAIL 6 / C120.13 "NO PARKING" SIGN IN LAWN, SEE DETAIL 5 / C120.14 WOOD GUIDE RAIL, SEE DETAIL 7 / C12015 COVER STONE, SEE DETAIL 8 / C12016 ACCESSIBLE PARKING SIGN MOUNTED ON BUILDING WALL., NOPOST, SEE DETAIL 5 / C120.0SCALE:5' 10' 20'1" = 10'NProject No.:Date:11/19/201808249-18008Cornell UniversityIthaca, New Yor Triphammer Co-op HousingRenovationsSite Layout Notes1Site Demo Plan0SCALE:5' 10' 20'1" = 10'NREMOVE LINEAR FEATUREREFER TO DRAWING'S FOR TYPESITE DEMOLITION ANDPREPARATION LEGENDREMOVE EXISTING ASPHALT PAVEMENTSECTION AND SUBBASE AS REQUIREDREMOVE SITE FEATURE AS INDICATED INDEMOLITION KEYNOTES (Specific Feature)REMOVE EXISTING LAWN AND SOIL ASREQUIRED5General Site Notes1. THESE GENERAL SITE NOTES APPLY TO C-SERIES DRAWINGS.2. REFER TO SURVEY FOR INFORMATION ON EXISTING FEATURES. IFEXISTING FEATURES ARE MISSING, MODIFIED, OBSCURED, ORTHERE IS A CONFLICT BETWEEN HOW AN EXISTING FEATURE ISPORTRAYED ON THIS SHEET AND THE SURVEY, THE SURVEYSHALL GOVERN.3. PRIOR TO CONSTRUCTION, LOCATE AND PROMINENTLY MARK THEPROPERTY LINES IN THE FIELD. PROTECT PROPERTY LINEMARKING AND MONUMENTS DURING CONSTRUCTION UNTIL FINALACCEPTANCE.4. THE SURVEY(S) INCLUDED IN THESE DOCUMENTS ARE PROVIDEDFOR INFORMATION ONLY AND ARE THE BASE INFORMATION USEDTO PREPARE THE WORK INDICATED ON THESE DRAWINGS. THEDATA INDICATED REGARDING EXISTING CONDITIONS IS NOTINTENDED AS REPRESENTATIONS OR WARRANTIES OF THEIRACCURACY. BY INCLUSION OF THE SURVEY(S) IN THIS SET OFDOCUMENTS, TETRA TECH AND THE OWNER DO NOT ASSUMERESPONSIBILITY FOR ACCURACY OF THE SURVEY, NOR FORINTERPRETATIONS OR CONCLUSIONS DRAWN THEREFROM BYTHE CONTRACTOR.5. THE CONTRACTOR SHALL FIELD VERIFY EXISTING FEATURES,CONDITIONS, UTILITIES, PROPERTY LINES AND TOPOGRAPHYPRIOR TO COMMENCEMENT OF WORK. ANY DISCREPANCIESWHICH WILL AFFECT THE WORK REQUIRED AS PART OF THECONTRACT DOCUMENTS SHALL BE IMMEDIATELY REPORTED INWRITING TO THE ARCHITECT. COMMENCEMENT OF WORKWITHOUT THIS WRITTEN NOTIFICATION SHALL CONSTITUTECONTRACTOR ACCEPTANCE OF THE EXISTING INFORMATIONINDICATED ON THE DRAWINGS AS ACCURATE. NO ADJUSTMENTSTO THE CONTRACT WILL BE MADE FOR THE DISCREPANCIESBROUGHT TO THE OWNER'S ATTENTION AFTER WORK HAS BEGUN.6. NO ATTEMPT HAS BEEN MADE TO SHOW ALL UNDERGROUNDUTILITIES ON THIS DRAWING. CONTACT UNDERGROUND UTILITYLOCATION ORGANIZATION AND LOCAL UTILITY COMPANIES TOVERIFY THE LOCATION OF UTILITIES PRIOR TO EARTHWORK,TRENCHING OR EXCAVATION OPERATIONS.7. CONTRACT LIMIT LINE SHALL BE TEN FEET OUTSIDE OF LIMITS OFWORK INDICATED ON THESE DRAWINGS AND NOT TO EXTENDBEYOND THE PROPERTY LINE UNLESS OTHERWISE INDICATED.8. CONTRACTOR SHALL PROVIDE CONSTRUCTION / PROTECTIVEFENCING OR OTHER MEANS NECESSARY TO PROTECT WORK ANDTO ENSURE SAFETY OF THE PUBLIC, PEDESTRIANS ANDVEHICULAR TRAFFIC DURING CONSTRUCTION.9. FOR INFORMATION REGARDING SUBSURFACE CONDITIONS ANDTEST LOCATIONS, COORDINATE WITH OWNER REGARDING THEAVAILABILITY OF GEOTECHNICAL INFORMATION.10. AT EDGE OF ALL NEW SIDEWALK MEETING LAWN, REMOVEEXISTING TURF AS NEEDED TO ACCOMMODATE NEW WORK. CUTNEAT REMOVAL LINE AND SCARIFY EXISTING GRADE. PROVIDETAMPED TOPSOIL TO BRING EXISTING GRADE FLUSH WITH NEWPAVING. SLOPE LAWN AWAY FROM PAVING TO PREVENTPONDING. FINE GRADE, FERTILIZE, SEED AND MULCH INACCORDANCE WITH PROJECT MANUAL.6718" DIA. 3,000 PSICONCRETE FOOTINGFINISHED GRADESEE PLAN)NOTES: 1. ALL NUTS, BOLTS & WASHERSARE TO BE GALVANIZED. 2. ALL SPLICES ARE TO BE MADEAT POSTS. 3. BACK-UP PLATE IS PLACEDBEHIND RAIL ELEMENTS ATINTERMEDIATE POSTS, i.e. NONSPLICE LOCATION.EXTEND POST AND FOOTING4' BELOW LOWEST FINISHEDGRADEWood Guide Rail3"6" 7"PREMOLDED JOINT FILLER WITHEXPANSION JOINT CAP AND JOINTSEALANT - REFER TO INSET.4Concrete Wal NTS02.2011- DFL14" PREMOLDED TONGUE ANDGROOVE JOINT (BREAKREINFORCING). FILL JOINTWITH JOINT SEALANTSAW CUTJOINTCOMPACTEDSUBGRADE, TYP.IMPORTED GRANULARFILL, TYP.#5 REBAR CONTINUOUSWITH SUPPORT CHAIRS,TYP.NOTES:1. SEE CONCRETE WALK FINISH DETAIL FOR MORE INFORMATION.2. SEE SCORE PATTERN ON LAYOUT PLAN.3. CONTROL AND SAWN JOINTS ARE TO BESAW CUT.4. TYPICAL MIN. JOINT SPACING (UNLESSOTHERWISE NOTED):SAW CUT JTS. - 5'CONTROL JTS. - 10'EXPANSION JTS. - 30'5. PROVIDE POSITIVE DRAINAGE AWAY FROMBUILDING.14 SLABTHICKNESS12"12"1'-4"CONTROLJOINT- SAWNMACROFIBER REINFORCEDCONCRETE, TYP.CONSTRUCTIONJOINTEXPANSIONJOINT ATPROPOSEDFIXED OBJECTSAWNJOINT(SJ)CONTROLJOINT (CJ)EXPANSIONJOINT (EJ)PROPOSEDWALK / INFILL ATEXISTINGCONCRETE8"TYP.PROPOSEDSLABEXPANSIONJOINT FILLERINSET12"FIXEDOBJECTPREMOLDEDJOINT FILLERWITH EXPANSIONJOINT CAP ANDJOINT SEALANT,TYP.INSTALL EXPANSIONJOINT CAP PERMANUFACTURE'SRECOMMENDATIONREMOVE ANDDISCARD CAP AFTERCONCRETE SETS.WHEN THE JOINTCAP IS REMOVED,PROVIDE SEALANTLEVEL WITH TOPOF JOINT3"3"TYP.TYP.4"9Site Grading Plan0SCALE:2' 4' 8'1/4" = 1'N8BLACKOUT PAINT WHERE INDICATEDNo Guide rail or bollards(Amend 2) in this project- RAMP ONLY03/05/2019
DNUPUPDNUPDNLIVING ROOM112652 SFDININGROOM106352 SFCLOSET106A11 SFPANTRY10373 SFCLOSET10923 SFSTAIR1000178 SFKITCHEN101216 SFBEDROOM102212 SFFOYER10040112 SFVESTIBULE1004125 SFSTAIR108 SFBATHROOM10020130 SFUPSLOPE1:1230'-0"6'-6 1/2"3'-9 1/2"1'-0"PRESSURE TREATEDRAMP AND ROOFSTRUCTURE WITHCOMPOSITE LUMBERDECK AND PAINTEDWOOD RAILINGS ANDTRIM1 12" DIANOMINALSCHED 80PIPE RAIL -PAINT, TYP1'-0"1'-6"2A2003A2003A2001A200112110020113'-10 3/4"ABCDEF4321EXISTINGDOWNSPOUTEXISTINGDOWNSPOUT1'-1"0'-0"2'-6"2'-6"5A2005A2004A2004A20011A4002'-6"28A7004 1/2"4 1/2"UPDNLIVING ROOM112DININGROOM106STAIRBEDROOM10812344456783A7005A700CONNECT NEWDOWNSPOUT INTOEXISTINGDOWNSPOUT,PROVIDE A NEWCLEANOUT BELOWSLOPE 1 12":125" 24 GA GALV HALF ROUNDGUTTERS WITH 4" 24 GAPLAIN GALV DOWNSPOUTSIMILAR TO PRODUCTS BYBERGER3A700SIMBATHROOM10020SPKRSEOS30S15GFIGFISPKR4041HS5/8" GWB CEILING ONEXISTING WOOD FRAMING1A243 5678BCD9 1011121314151617EFGHINNML J I HGFEDCBADescription:Rev. No.: Date:Drawing No.:Drawn by:ML KJKTetra Tech Engineers, Architects& Landscape Architects, P.C.Demolition, Roof, Reflected Ceiling and First Floor PlansDoor ScheduleKCBA100NProject No.:Date:11/19/201808249-18008Key PlanNTSCornell UniversityIthaca, New YorkTriphammer Co-op HousingRenovationsCornell Facilities Code: 31222First Floor Plan1/4" = 1'-0"1First Floor Demolition Plan1/4" = 1'-0"General NotesA. DO NOT SCALE DRAWINGS TO OBTAIN DIMENSIONS.B. TAKE FIELD MEASUREMENTS TO FIT THE WORK PROPERLY. VERIFYALL EXISTING CONDITIONS AND DIMENSIONS IN THE FIELD.C. REFER INCONSISTENCIES TO ARCHITECT PRIOR TO COMMENCINGTHE WORK IN AFFECTED AREA.D. ITEMS ARE SHOWN DIAGRAMMATICALLY ON DRAWINGS. VERIFYSPACE REQUIREMENTS AND DIMENSIONS TO FIT THE WORKPROPERLY.E. NOTES SHOWN ON ONE DRAWING APPLY TO ALL SIMILAR DRAWINGS.F. ELEVATION 0'-0" ON ARCHITECTURAL DRAWINGS CORRESPONDS TOELEVATION 838.50' ON THE LANDSCAPE DRAWINGS.1 REMOVE WINDOW AND CREATE OPENING FOR NEW DOOR.2 REMOVE DOOR AND FRAME COMPLETE.3 SAWCUT OPENING IN EXISTING WALL AND PREPARE TO RECEIVENEW DOOR AND FRAME.4 REMOVE PLASTER AND LATH FROM WALLS AND PREPARE STUDS TORECEIVE NEW FINISH. REMOVE WINDOW TRIM AND STORE FORREINSTALLATION.5 REMOVE SHELVES AND TRIM.6 REMOVED WOOD FLOOR FINISH DOWN TO SUBFLOOR INCLUDINGWOOD BASE TRIM.7 REMOVE CLOSET WALLS AND DOORS, PATCH TO MATCH EXISTINGSURFACES TO REMAIN.8 REMOVE PLASTER AND LATH FROM CEILING AND PREPARE STUDSTO RECEIVE NEW FINISH.Keyed Demolition Notes5Door Schedule1/4" = 1'-0"3Partial Roof Plan1/4" = 1'-0"4Reflected Ceiling Plan1/4" = 1'-0"1 INFILL OPENING WITH MASONRY TO MATCH EXISTING, TOOTH-IN,TYP2 PROVIDE CEMENT BOARD FINISH ON ALL WALLS TO RECEIVE TILEFINISH.Keyed NotesGeneral Demolition NotesA. REMOVE ITEMS INDICATED BY DASHED LINE.B. KEYED DEMOLITION TAGS REFER TO SPECIFIC LOCATIONS ASFOLLOWS:1. DEMOLITION TAGS LOCATED WITHIN THE MIDDLE OF A SPACEREFER TO DEMOLITION OF ALL ITEMS OF THAT SAME TYPEWITHIN THAT ENTIRE SPACE.2. DEMOLITION TAGS PLACED IMMEDIATELY ON OR ADJACENT TOA DASHED LINE INDICATING ITEM REMOVAL OR THAT HAVE ALEADER POINTING TO SPECIFIC ITEM(S) REFER TO DEMOLITIONOF THAT SPECIFIC ITEM ONLY OF THAT TYPE WITHIN THATSPACE.3. DEMOLITION TAGS IN SERIES REFER TO DEMOLITION OF ALLTHOSE ITEMS EITHER WITHIN THAT ENTIRE SPACE OR TO THESPACE IDENTIFIED BY THAT LEADER.C. WHEN AN ITEM IS INDICATED TO BE DEMOLISHED REMOVE ALLASSOCIATED COMPONENTS AS PART OF THAT WORK.D. ALL ARTWORK NOT PERMANENTLY AFFIXED TO EXISTINGCONSTRUCTION SHALL BE REMOVED AND STORED BY OWNER PRIORTO BEGINNING DEMOLITION WORK. CONTACT OWNER'S AGENT(S) IFANY ARTWORK IS ENCOUNTERED PRIOR TO START OF DEMOLITIONWORK.03/05/2019- RAMP ONLY
2X10 JOISTSAT 12" OC TYP.24"Ø SONOTUBE AT 6X6POSTS-TYP4X4 PRESSURETREATED POST TYPAT RAMP6X6 PRESSURETREATEDPOSTS - CONTTO ROOFABCDEF43212X10 PRESSURETREATED BEAMS-TYP AT RAMP POSTS2X10 PRESSURETREATED RIM JOISTAT PERIMETER - TYP15"Ø SONOTUBE TYP AT4X4 POSTS2X10 LEDGER2X10 JOISTS AT 12" OC TYP.3-2X10 HEADERBETWEEN POSTS2X10 RIM JOISTFACE OF EXG6X6 PRESSURE TREATEDPOSTS - CONT TO ROOF2X6 LADDERFRAMING AT 12"OC2X6 FASCIABOARD ATPERIMETERF213-2X8PRESSURE TREATEDBEAM2X8 LEDGER2X8 LEDGER2-2X6 JOISTSAT 12" OC TYP.FACE OF EXGFACE OF EXG2X8 LEDGERPOST UP1A243 5678BCD9 1011121314151617EFGHINNML J I HGFEDCBADescription:Rev. No.: Date:Drawing No.:Drawn by:ML KJKTetra Tech Engineers, Architects& Landscape Architects, P.C.Floor and Roof Framing PlanKJRA1011Floor Framing Plan1/4" = 1'-0"2Roof Framing Plan1/4" = 1'-0"WOOD/LUMBER NOTES1. ALL MATERIALS/WORK TO BE IN ACCORDANCE WITH CHAPTER 23 OF THE BUILDING CODE OF NYS.2. ALL SAWN LUMBER FOR POSTS/BRACES/HEADERS/JOISTS TO BE SPF. WITH THE FOLLOWING MINIMUM PROPERTIES: ALLOWABLE BENDING STRESS (Fb) = 1,500 PSI ALLOWABLE HORIZONTAL SHEER (Fv) = 175 PSI MODULUS OF ELASTICITY (E) = 1,2000,000 PSII3. ALL LUMBER PERMANENTLY EXPOSED TO WEATHER OR IN CONTACT WITH CONCRETE IS TO BE PRESSURE TREATED. WITH WATER BORNE PRESERVATIVES COMPLYING WITH AWPB U1, KILN-DRY AFTER TREATMENT TO MAXIMUM MOISTURE CONTENT OF 15%4. CROSS BRACING OR BLOCKING TO BE PROVIDED AT 6'-0" ON CENTER MAXIMUM, AND AT LOCATIONS WHERE ROOF JOISTS CANTILEVER OVER A HEADER/BEAM.5. FASTENING REQUIREMENTS: QUANTITY AND SIZE OF FASTENERS CONNECTING WOOD MEMBERS SHALL NOT BE LESS THAN SET FORTH IN THE BUILDING CODE OF NYS, TABLE 2304.9.1.6. RAFTER/JOIST CONNECTIONS TO BEAM/HEADER, BEAM CONNECTIONS TO WOOD POST, AND POST CONNECTION TO CONCRETE, USE MANUFACTURER CONNECTIONS EQUAL TO THOSE MANUFACTURED BY SIMPSON STRONG-TIE OR EQUAL. SUBMIT TO A/E FOR REVIEW AND APPROVAL.7. ALL WOOD-TO-WOOD AND WOOD-TO -CONCRETE CONNECTIONS FOR MEMBERS PERMANENTLY EXPOSED TO WEATHER SHALL BE HOT-DIPPED GALVANIZED STEEL.8. ALL WOOD THAT IS BURIED SHALL BE COATED WITH WOODLIFE COPPERCOAT GREEN WOOD PRESERVATIVE.OCCUPANCY CATEGORY (TABLE 1604.5). . . . . . . . . STRUCTURAL LOADSA. LIVE LOADSLIVING AREA. . . . . . . . . . . . . . . . . . . . . .B. ROOF LOADSMINIMUM ROOF LIVE LOAD . . . . . . . . . . . . . . . . . . . . RAIN LOAD: RAIN SURCHARGE LOAD HAS BEEN APPLIED TO AREAS WHERE PONDING OCCURS IN ACCORDANCE WITH NYS SECTION 1611.C. SNOW LOADSD. WIND LOAD DESIGN CRITERIAE. SEISMIC DESIGN CRITERIAOCCUPANCY CATEGORY . . . . . . . . . . . . . . . . . . . .SEISMIC DESIGN CATEGORY . . . . . . . . . . . . . . . . . .SITE CLASS . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . CBI 20 PSF40 PSFSNOW LOAD IMPORTANCE FACTOR, Is . . . . . . . . . . SNOW EXPOSURE FACTOR, Ce . . . . . . . . . . . . . . . FLAT ROOF SNOW LOAD, Pf (ASCE-7) . . . . . . . . .GROUND SNOW LOAD, Pg (FIGURE 1608.2) . . . . . .38 PSF1.11.1OCCUPANCY OR USEUNIFORMCONCENTRATEDREDUCTION IN LIVE LOADS . . . . AS PERMITTED PER BUILDING CODE THERMAL FACTOR, Ct . . . . . . . . . . . . . . . . . . . . . . 1.21.0WIND LOAD IMPORTANCE FACTOR, Iw . . . . . . . . . . . .DESIGN SPECTRAL RESPONSE ACCELERATION AT SHORT PERIODS, SDS. . . . . . . . . . . . . . . 28.7 %g AT 1 SECOND PERIOD, SD1. . . . . . . . . . . . . . 14.5 %gINTERNAL PRESSURE COEFFICIENT, GCPi . . . . . . . . . ±0.18OF NYS 1607.91.25SEISMIC IMPORTANCE FACTOR Ie . . . . . . . . . . . . . . . EXPOSURE CATEGORY . . . . . . . . . . . . . . . . . . . . . . BMAPPED SPECTRAL RESPONSE ACCELERATION AT SHORT PERIODS, Ss . . . . . . . . . . . . . . . AT 1 SECOND PERIOD, S1 . . . . . . . . . . . . . . .27.3 %g9.1 %g45 PSFCONCRETE MIXTURES NOTES Proportion normal-weight concrete mixture as follows:1. Minimum Compressive Strength: 4000 psi at 28 days.2. Maximum Water-Cementitious Materials Ratio: 0.503. Slump Limit: 4 inches, plus or minus 1 inch ; or 8 inches For concrete with verified slump of 2 to 4 inches before adding high-range water-reducing admixture or plasticizing admixture, plus or minus 1 inch.4. Air Content: 6 percent, plus or minus 1.5 percent at point of delivery for 1-inch nominal maximum aggregate size.ACI Publications: Comply with the following unless modified by requirements in the ContractDocuments:1. ACI 301, "Specifications for Structural Concrete," Sections 1 through 5.2. ACI 117, "Specifications for Tolerances for Concrete Construction and Materials."CONCRETE MATERIALSA. Cementitious Material: Use the following cementitious materials, of the same type, brand, andsource, throughout Project:1. Portland Cement: ASTM C 150, Type I. Supplement with the following (optional):3. Nrmal-Weight Aggregates:3. Provide aggregates from a single source.4. ASTM C 33, Class 4S coarse aggregate or better, graded, for exterior concrete.5. Water: ASTM C 1602/C 1602M and potable.ADMIXTURES1. Air-Entraining Admixture: ASTM C 260.2. Chemical Admixtures: Provide admixtures certified by manufacturer to be compatible with other admixtures and that will not contribute water-soluble chloride ions exceeding those permitted in hardened concrete. Do not use calcium chloride or admixtures containing chlorides.3. Water-Reducing Admixture: ASTM C 494/C 494M, Type A.4. Retarding Admixture: ASTM C 494/C 494M, Type B.5. Accelerating Admixture: ASTM C 494/C 494M, Type C.6. Water-Reducing and Retarding Admixture: ASTM C 494/C 494M, Type D.7. Water-Reducing and Accelerating Admixture: ASTM C 494/C 494M, Type E.8. Mid-Range, Water-Reducing Admixture: ASTM C 494/C 494M, Type A or Type F. Water c content reduction to be greater than 7%.9. High-Range, Water-Reducing Admixture: ASTM C 494/C 494M, Type F.10. High-Range, Water-Reducing and Retarding Admixture: ASTM C 494/C 494M, Type G.11. Plasticizing and Retarding Admixture: ASTM C 1017/C 1017M, Type II.+12. Set-Accelerating Corrosion-Inhibiting Admixture: Commercially formulated, anodic inhibitor or mixed cathodic and anodic inhibitor; capable of forming a protective barrier and minimizing chloride reactions with steel reinforcement in concrete and complying with ASTM C 494/C 494M, Type CCONCRETE MIXTURES, GENERAL1. Limit water-soluble, chloride-ion content in hardened concrete to 0.15 percent by weight of cement.2. Admixtures: Use admixtures according to manufacturer's written instructions.3. Use water-reducing, high-range water-reducing or plasticizing admixture in all concrete.Design mix for optimum placement and workability.1. Use water-reducing and retarding admixture when required by high temperatures, low humidity, or other adverse placement conditions.2. Use a mid-range, water-reducing admixture in pumped concrete, all concrete slabs (including concrete walks), concrete required to be watertight, and concrete with a water-cementitious materials ratio below 0.50.CONCRETE PLACEMENT1. Cold-Weather Placement: Comply with ACI 306.1 and as follows. Protect concrete work from physical damage or reduced strength that could be caused by frost, freezing actions, or low temperatures. A. When average high and low temperature is expected to fall below 40 deg F (4.4 deg C) for three successive days, maintain delivered concrete mixture temperature within the temperature range required by ACI 301. B. Do not use frozen materials or materials containing ice or snow. Do not place concrete on frozen subgrade or on subgrade containing frozen materials. C. Do not use calcium chloride, salt, or other materials containing antifreeze agents or chemical accelerators unless otherwise specified and approved in mixture designs.2. Hot-Weather Placement: Comply with ACI 301 and ACI 305R and as follows: A. Maintain concrete temperature below 90 deg F (32 deg C) at time of placement. Chilled mixing water or chopped ice may be used to control temperature, provided water equivalent of ice is calculated to total amount of mixing water. Using liquid nitrogen to cool concrete is Contractor's option. B. Fog-spray forms, steel reinforcement, and subgrade just before placing concrete. Keep subgrade uniformly moist without standing water, soft spots, or dry areas.120 MPHULTIMATE DESIGN WIND SPEED (3 SECOND GUST), Vult . . 93 MPHNOMINAL DESIGN WIND SPEED, Vasd (TABLE 1609.3.1) . . .NProject No.:Date:11/19/201808249-18008Key PlanNTSCornell UniversityIthaca, New YorkTriphammer Co-op HousingRenovationsCornell Facilities Code: 3122Stop floor framing at col. line F.See Detail 5/A200 for framingrequirements at col. line03/05/2019- RAMP ONLY
2'-6"FF0'-0"FIN GRADEABCDEFPORCH ROOF 1 12:12SLOPE TO MATCHEXISTING PORCH, VIFWALL FLASHINGBEYOND2'-10"6x6 PRESSURETREATED POSTS,WRAPPED FOR A TOTALSIZE OF 8X8CONCRETE SONOTUBESBEYOND1'-1"2'-10 1/4"8"1'-8 1/2"4'-0"4'-0"4'-0"4'-0"4'-0"4'-0"4'-0"3'-1 5/8"3'-1 5/8"2'-6"FF0'-0"FIN GRADE4321HALF GLASS, DIVIDEDLITE SOLID WOODEXTERIOR DOOR WITHTRIM TO MATCHEXISTING DOORS ANDWINDOWS2'-6"PAINTED WOOD RAILINGTO MATCH EXISTINGPORCH RAILING2'-10"3 1/2"2'-10 3/4"2'-10 3/4"3 1/2"3"VARIESFF0'-0"FIN GRADEAERATIS BATTLESHIPGRAY UNIVERSALPORCH PLANK DECK,INSTALLED SMOOTHSIDE UP2x10 PRESSURETREATED FRAMING1 1/2" NOMINALSCHEDULE 80 DIA POSTMOUNTED HANDRAIL -PAINT, TYP15"Ø CONCSONOTUBEAT 4X4 POST4x4 PRESSURETREATED POSTBLOCKING ASREQ'D AT RAILINGPOSTS - TYP3'-9 1/2"4 1/4"2'-5"2'-10"4'-0" MINTYPPIPE FLANGE WELDEDTO PIPE, ATTACHTHROUGH DECKINGINTO PT FRAMING, TYP3"REVEALFABCDE15"Ø CONCSONOTUBE AT4X4 POST- TYP4X4 PRESSURETREATED POSTTYP AT RAMP2X10 PRESSURETREATEDFRAMING-TYP6X6 PRESSURETREATED POST - TYPAT PORCH4'-0"MIN - TYP2X10 PRESSURETREATED FRAMING-TYPCONNECT POST TO SONOTUBE WITH SIMPSONSTRONG-TIE ABA OR ABUPORCH POST BASE - TYP1 1/2" NOMINALSCHEDULE 80 DIA POSTMOUNTED HANDRAIL -PAINT, TYP3/4" PLYWOODSKIRTING WITH1X8 WOOD TRIMAERATIS BATTLESHIPGRAY UNIVERSALPORCH PLANK DECK,INSTALLED SMOOTHSIDE UP WITH 1/8" GAPBETWEEN BOARDS -PROVIDE SUBMITTALINCLUDING WARRANTYINFORMATIONDOWNSPOUT, CONNECTTO EXISTING, PROVIDEA NEW CLEANOUTBELOWF2X10 PRESSURETREATED FRAMING- TYP2-2X6 JOISTS at 12" OC2X6 LEDGER BOARD2X10 LEDGER BOARDATTACH WITH WITHSIMPSON STRONG-TIESTRONG-DRIVE SDWSTIMBER SCREWS4'-0" MINTYP6X6 PRESSURE TREATEDPOST4X4 ACTUAL SIZETOP RAIL2'-6"3"4X4 ACTUAL SIZEBOTTOM RAIL2X4 ACTUAL SIZEBALLUSTERSSPACED 6 12" OCWRAP 6X6 POSTS TOACHIEVE 8X8 OUTSIDEDIMENSIONPOST CAP TO MATCHEXISTING PORCH3-2X8 HEADERS3-2X10 HEADERS4"REVEAL2X6 JOISTS at 12" OCSOLID OAK THRESHOLDLAMINATED COPPERFLASHINGEXISTING CEILINGGWB FINISHWOOD TRIM TO MATCHEXISTINGAERATISBATTLESHIP GRAYUNIVERSAL PORCHPLANK DECK,INSTALLED SMOOTHSIDE UP2X BLOCKING AS REQUIRED,EXISTING WINDOW HEADERTO REMAINALIGN WITH EXISTINGWINDOW TRIM ATHEAD1A243 5678BCD9 1011121314151617EFGHINNML J I HGFEDCBADescription:Rev. No.: Date:Drawing No.:Drawn by:ML KJKTetra Tech Engineers, Architects& Landscape Architects, P.C.Exterior Elevations and SectionsKCBA200NProject No.:Date:11/19/201808249-18008Key PlanNTSCornell UniversityIthaca, New YorkTriphammer Co-op HousingRenovationsCornell Facilities Code: 31221South Elevation1/4" = 1'-0"2East Elevation1/4" = 1'-0"3Ramp Section3/4" = 1'-0"5Ramp Section3/4" = 1'-0"4Porch Section3/4" = 1'-0"03/05/2019- RAMP ONLY
NIC2'-0"3'-4"5'-8"5'-4"3'-0"P16.3P16.3P12.6BATHROOM10020NIC1'-4 1/2"8"A4002345A40067NIC11A40010A40010020PCFT1CWT1CT112NNPWD9A400SLOPEPROVIDE SHOWERCURTAIN RODPROVIDE SHOWERCURTAIN ROD1'-3"2"6"PARTIAL HEIGHTTILED WALL1'-4 1/2"P16.6SHOWER SEAT, NICCWT1 FIELD COLORCWT1 ACCENTCOLOR11A400PROVIDE SHOWERCURTAIN RODS14A400 COVE TILEEXISTINGWINDOWBEYONDWALLBEYOND11A400CWT1FIELD COLORCWT1 ACCENTCOLOR COVE TILEPROVIDESHOWERCURTAINROD TOILET PAPER DISPENSER18" GRAB BAR48" GRAB BAR36" GRAB BARCWT1 FIELDCOLORCWT1 ACCENTCOLORK-2035-8PINOIRLAVATORYVITREOUS CHINA3'-0" COVE TILEMIRROR/LIGHTCOMBO ASTROAVALON 900 7635EXISTING WINDOWCWT1 FIELD COLORCWT1 ACCENTCOLORK-2035-8PINOIRLAVATORYVITREOUS CHINA
COVE TILEPROVIDE SHOWERCURTAIN ROD,COORDINATEMOUNTING HEIGHTWITH WINDOWHEAD ANDSPRINKLER PIPING,TYP18" TOWEL BARPROVIDE FROSTED WINDOWFILM ON THE INTERIOR OF ALLEXISTING BATHROOMWINDOWS TO OBSCUREVISION FROM OUTSIDE -PROVIDE SUBMITTALFIN TUBE, SEE MEPDRAWINGS, TYPPAINT EXISTING WOODWINDOW TRIM, REFER TOSPEC SECTION 09 91 00CWT1 FIELD COLORCWT1 ACCENTCOLOR11A400WALL BEYONDCERAMIC TILECOVE BASE TOFOLLOW FLOORSLOPE24" TOWEL BARPROVIDE SHOWERCURTAIN ROD18" GRAB BAR24" GRAB BAR42" GRAB BARSHOWERSEAT, NICCWT1 FIELD COLORCWT1 ACCENTCOLORCERAMIC TILECOVE BASE TOFOLLOW FLOORSLOPEPROVIDE SHOWERCURTAIN RODPAINT EXISTINGWOOD WINDOWTRIM, REFER TOSPEC SECTION09 91 001'-8"14A400PARTIAL HEIGHTTILED WALLCOVE TILE6"WALLFLOOR7"WOOD CAPMOLDING TOMATCH ADJACENTWOOD SHOEMOLDING TOMATCH ADJACENTPAINT WOOD TOMATCH ADJACENTBASE1A243 5678BCD9 1011121314151617EFGHINNML J I HGFEDCBADescription:Rev. No.: Date:Drawing No.:Drawn by:ML KJKTetra Tech Engineers, Architects& Landscape Architects, P.C.Enlarged Plan, Elevations and DetailsKCBA400NProject No.:Date:11/19/201808249-18008Key PlanNTSCornell UniversityIthaca, New YorkTriphammer Co-op HousingRenovationsCornell Facilities Code: 31221Enlarged Bathroom Plan1/2" = 1'-0"2Interior Elevation1/2" = 1'-0"3Interior Elevation1/2" = 1'-0"4Interior Elevation1/2" = 1'-0"5Interior Elevation1/2" = 1'-0"6Interior Elevation1/2" = 1'-0"7Interior Elevation1/2" = 1'-0"GRAB BAR17"12"24"36"35"40"40"18"18"10"48"3'-6"36"45" MAX1'-7"GRAB BAR18"6"18 1/2"6"35"9"TOILETPAPERDISPENSERCONTROL WALL ELEVATIONSHOWER GRAB BARS34"REAR WALL ELEVATIONGENERAL USESIDE WALL ELEVATIONGENERAL USEDOORMIRRORSIDE ELEVATIONSHOWER SEATROBE HOOKTOILET ROOM ACCESSORIES TO BEMOUNTED AS PER MANUFACTURERS'INSTRUCTIONS FOR BARRIER-FREEREQUIREMENTS.4"LEVERACTIONHARDWARE34"17" MIN27" MIN9" MINWALL-MOUNTEDLAVATORY12"FULL-LENGTHMIRROR8ADA Mounting Heights1/2" = 1'-0"45" MAXTOWEL BARK-3423WELLWORTHTOILETS VITREOUS CHINA
K-3423WELLWORTHTOILETS
VITREOUS CHINA
GRABBAR13Wood Base Detail @ Rm 1123" = 1'-0"REFER TO EACH ROOM FOR MORE INFORMATION ALL WALLS AND ENTIRE FLOOR AND CEILINGFINISHES SHOWN IN ROOM FINISH BOX ARE FOR ROOM FINISH KEYWDCWT1CTCFT1PNCERAMIC WALL TILE - TYPE 1CERAMIC TILE COVE BASECERAMIC FLOOR TILE - TYPE 1PAINT SURFACE(S) INCLUDING SOFFITSWOOD BASENO WORK REQUIREDFLRCLG *BASEWALLRM #*SEE REFLECTED CEILING PLANNOT ALL FINISHES LISTED ARE REQUIRED FORTHIS PROJECT.INDICATED CHANGE IN FLOOR FINISH HIGH PERFORMANCE COATING HPCPROVIDE TRANSITION STRIPS AT THE MIDDLE OF CLOSED6.DOOR. REFER TO DETAILS.General Finish Notes 1.CERAMIC WALL TILE IN SHOWERS AND TOILET ROOMS 4.REFER TO STRUCTURAL DRAWINGS FOR LOCATIONS OFSLAB DEPRESSIONS. REFER TO FINISH MATERIAL SPECIFICATION5.TO RUN FLOOR TO CEILING U.N.O.SECTIONS FOR SLAB DEPRESSION DEPTH REQUIREMENTS. WITH CONTRACT SPECIFICATIONS AND MANUFACTURES INSTRUCTIONS.ALL FINISH PRODUCTS ARE TO BE INSTALLED IN ACCORDANCEREFER TO SPECIFICATIONS AND FINISH DETAILS FOR ADDITIONAL INFORMATION ON INSTALLATION OF SPECIFIED MATERIALS.IN ACCORDANCE W/SPECIFICATION SECTION 09 91 00ALL PAINTS FOR INTERIOR AND EXTERIOR ARE TO BE APPLIED3.OF EACH AREA, INCLUDING EDGES AND TRANSITIONS,U.N.O. -TYP. ALL DRAWINGS. ABOVE REQUIRMENTS AREALL LAYOUTS ARE TO BE CENTERED IN EACH ROOM SUBMIT SHOP DRAWINGS SHOWING DETAILED LAYOUTSON DRAWINGS INCLUDING ALL ACCENT LOCATIONS.PATTERNS FOR FLOORS AND WALLS ARE AS SHOWN TO INCLUDE BUT NOT LIMITED TO:- CERAMIC TILE, BOTH WALL AND FLOOR.APPLY PAINT TO BOTH NEW AND EXISTING ITEMS IN WORKAREAS AND /OR AS INDICATED WITH A FINISH BOX AND/OR NOTES. THESE ITEMS ARE INCLUDING BUT ARE NOT LIMITED TO: 2.PROVIDE ALL FINISHES AS INDICATED BY ROOM FINISH BOX AND/OR AS NOTED ON DRAWINGS.7.FIN TUBE ENCLOUSURE, EXPOSED PIPIING AND ALL ASSOCIATED METAL PARTS ETC. General NotesA. TOWEL BARS AND TOILET PAPER DISPENSER ARE TO BE FURNISHEDBY THE OWNER AND INSTALLED BY THE CONTRACTOR. PROVIDEREQUIRED BLOCKING TO SUPPORT ALL ACCESSORIES.03/05/2019- RAMP ONLY
1A243 5678BCD9 1011121314151617EFGHINNML J I HGFEDCBADescription:Rev. No.: Date:Drawing No.:Drawn by:ML KJKTetra Tech Engineers, Architects& Landscape Architects, P.C.Miscellaneous DetailsKCBA700NProject No.:Date:11/19/201808249-18008Key PlanNTSCornell UniversityIthaca, New YorkTriphammer Co-op HousingRenovationsCornell Facilities Code: 3122P16.3P16.4P16.6KEY LEGEND .6 = 6" MTL. STUDS .4 = 4" MTL. STUDS .3 = 3-5/8" MTL. STUDSBOTTOM OF STRUCTUREFIN. FL3/8"1/2"2Metal Stud Partition Type P161 1/2"=1'-0"054100-07FFE CONTINUOUS ACOUSTICAL SEALANT, TYP BSGAP NOT TO EXCEED 1/2"STEEL RUNNER TRACKREFER TO FINISH PLANS FOR WALL BASETYPE AND GWB FINISHREFER TO RCP FOR CEILING INFORMATIONBRACING 1-1/2" CONT CHANNEL ANDSPACING AS REQD BY METAL STUD MFR5/8" GWB OR SUBSTRATE SPECIFIED FORSCHEDULED FINISHTOP DRYWALL SCREW (2-1/2" DOWN)DEFLECTION TRACK"L" MOULDING, TYPICAL BOTH SIDES(AT EXPOSED STRU ONLY)PROVIDE MINERAL WOOL SAFING AT FLUTESP13.6UL DESIGN #U465 (1 HOUR)KEY LEGEND .6 = 6" MTL. STUDS .4 = 4" MTL. STUDS .3 = 3-5/8" MTL. STUDS P12.3, P12.4 AND P 12.6 (NO RATING)P13.4P13.3UL DESIGN #U465 (1 HOUR)UL DESIGN #U465 (1 HOUR)1/2"3/8"1Metal Stud Partition Type P12 and P131 1/2"=1'-0"054100-04FFE CONTINUOUS ACOUSTICAL SEALANT, TYP BSGAP NOT TO EXCEED 1/2"STEEL RUNNER TRACKREFER TO FINISH PLANS FOR WALL BASETYPE AND GWB FINISHREFER TO RCP FOR CEILING INFORMATIONBRACING 1-1/2" CONT CHANNEL ANDSPACING AS REQD BY METAL STUD MFR5/8" GWB OR SUBSTRATE SPECIFIED FORSCHEDULED FINISH, EACH SIDE OF METAL STUDSSOUND ATTENUATION BATTS, SIZEDTO FIT STUD CAVITYTOP DRYWALL SCREW (2-1/2" DOWN)DEFLECTION TRACK"L" MOULDING, TYPICAL BOTH SIDES(AT EXPOSED STRU ONLY)CONTINUOUS ACOUSTICAL SEALANT - TYP BSPROVIDE MINERAL WOOL SAFING AND FIRERATED CAULK AT FLUTES FOR FIRE RATEDPARTITION TYPESBOTTOM OF STRUCTUREEXG WALL SYSTEM (VIF)3Base Flashing Detail1 1/2"=1'-0"A-DT-075323_06a_BsFlDet8" MINSAWCUT GROOVE INTO EXISTINGSTUCCO TO ACCEPT REGLETCOUNTERFLASHINGCONT ALUMINUM FLASHINGFINISH TO MATCH FASCIAFULLY ADHERED MEMBRANEFLASHING WITH TERMINATIONBAR - FASTEN PER MFR'SREQUIREMENTSFASTEN AND SEAM PERMFR'S REQLEDGER BOARD ANDPORCH FRAMINGSELF-ADHERED SBS MODIFIED ROOFSYSTEM SIMILAR TO CERTAINTEEDFLINTLASTIC SYSTEM SA-1-2-S. INSTALLPER MFR RECCOMMENDATIONS, PROVIDE20 YEAR WARRANTY, PROVIDE SUBMITTAL3/4" PLYWOOD ROOFSHEATHING4A7004Enlarged Flashing Detail6"=1'-0"A-DT-075323_19a_EnFlashDet1"5"(MIN 4")EXISTING STUCCO TO REMAINFULLY ADHERED MEMBRANEFLASHING WITH WATERCUT-OFF MASTICCONTINUOUS TERMINATIONBAR WITH CONTINUOUSSEALANT AND FASTENERS PERMFR'S REQUIREMENTSPRE-MANUFACTURED,THREE-PIECE COUNTERFLASHINGIN 0.050 ALUM WITH COLOR TOMATCH FASCIA.CONTINUOUS SEALANT3"PATCH STUCCO ASREQUIRED AFTERREGLET INSTALLATIONCUT REGLET AT SLIGHTUPWARD ANGLE TO PROVIDEPOSITIVE SLOPE TO DRAINAWAY FROM STUCCORIVET AT 12" OCLEAD WEDGE TO SECURE REGLET PORCH BEAMROOF STRUCTURE121 1/25Roof Eave Detail1 1/2"=1'-0"A-DT-073113_11a_RfEaveDetShingleGUTTER WITHBRACKETSMETALDRIPEDGEPTP WOODFASCIA ANDSOFFIT3/4" PLYWOODROOF SHEATHINGROOF SYSTEMSIMILAR TOCERTAINTEEDFLINTLASTICSA-1-2-SBEAM WRAPAND TRIM TOMATCH EXGPORCH CEILINGAND TRIM TOMATCH EXGPT BLOCKINGAS REQUIREDFG26Door and Frame Types1/4"=1'-0"A-DT-081113_02a_Drtype6'-8"6'-8"VIF3'-0"WOOD DOORFRAMES TOMATCH EXISTINGWOOD TRIM, VIFWOOD DOORSAND FRAMES TOBE PAINTED, TYP7Wood Jamb Detail6"=1'-0"06400-04MATCH EXISTING5/8"1 1/2"1 1/2"3/8"MEVIFMEALL TRIM TO BECLOSED GRAINHARDWOODSUITABLE FORPAINTING1/8" RADIUSTYP. 8Plan and Section Detail @ Post1 1/2"=1'-0"A-DT-073113_11a_RfEaveDetShinglePOST WRAPAND TRIM TOMATCH EXGPORCH POST ANDTRIM TO MATCHEXGPORCH BEAM1 1/2"4 1/2"1 1/2"8"1 1/2"4"2"8"8"5 1/2"1 1/2" CONTRACTORS OPTION:CONTRACTOR MAY USE WOODFRAMING IN LIEU OF METAL FRAMINGFOR NEW PARTITION WALLS.9Wood Header Detail3"=1'-0"06400-05ALL TRIM TO BECLOSED GRAINHARDWOODSUITABLE FORPAINTING2X6 HEADERWALL FINISHEXG WOODFRAMED WALLWOOD DOORFRAME ANDTRIM03/05/2019- RAMP ONLY
SE30SPKR4041SSSDNUPUPDNUPDNLIVING ROOM112DININGROOM106CLOSET106APANTRY103CLOSET109STAIR10001KITCHEN101BEDROOM102FOYER10040VESTIBULE10041STAIRBATHROOM10020UPSLOPE1:12ABCDEF43212MEP4004MEP100UPRIGHT PENDENTSPRINKLER (TYP)1"1" SPKR ATCLG4" FRESH AIR DUCT FROM EXG HEATRECOVERY UNIT UNDER DECK.TERMINATE WITH WEATHER HOOD AND1/4" SCREEN AT EDGE OF DECK FINISHCONT ON 1/MEP100SPKRUPB0063REMOVE 4" FRESH AIRDUCTHEATRECOVERY UNITTO REMAIN4" EXHAUST DUCT TOREMAIN1 1/2" RISER TOREMAINSPKR HEADS TOREMAIN3/4" TO CABINET HTRTO REMAINREMOVE ANDREROUTE 1 1/2"HWS, HWR RISERSSESSPKRUPBEDROOM108CABINET HTRTO REMAINREMOVE SPRKPIPINGREMOVEFINTUBE ANDENCLOSUREREMOVE SPRK PIPING121RELOCATETEMPERATURESENSOR. SEE 2/ MEP400SPKR TO REMAIN1 1/2" RISER TOREMAINPDSANSANUPUPB10B0063B09STAIRB0002STORAGEB07B08LAUNDRYB05TOILETB0021B0040B0062B0001B03B04B0065B0064B00601MEP4002MEP1004" FRESH AIR DUCT CONTON 3/ MEP100EXG 4" EXHAUSTEXG HEATRECOVERYUNITPOCRUN PIPING UNDERSTAIR LANDING3" SAN, 3/4" CW, 3/4"HW RACKED ON WALLPIPING ON WALL, RUNBELOW ELECTRICALEQUIPMENTCONN 3" SAN TO EXG ATCLEANOUT. SEE 1/ MEP500DROP DN WALLEXG 1 1/2" V, 2"PUMP DISCHARGEEXG SIMPLEXSEWAGEEJECTOR3POC3" SAN,3/4" CW, HWEXG 3/4" CW, HW3" SAN AT CLG1A243 5678BCD9 1011121314151617EFGHINNML J I HGFEDCBADescription:Rev. No.: Date:Drawing No.:Drawn by:ML KJKTetra Tech Engineers, Architects& Landscape Architects, P.C.Floor PlansGPD / sevfMEP100NProject No.:Date:11/19/201808249-18008Key PlanNTSCornell UniversityIthaca, New YorkTriphammer Co-op HousingRenovationsCornell Facilities Code: 31223First Floor Plan1/4" = 1'-0"1Basement Plan1/4" = 1'-0"4Partial First Floor Demolition Plan1/4" = 1'-0"2Partial Basement Demolition Plan1/4" = 1'-0"Keyed Plumbing Notes:REPLACE PUMP IN EXISTING SUMP WITHSEWAGE EJECTOR PUMP PP-1.REMOVE 1 1/2" HOT WATER SUPPLY, HOT WATER RETURNRISERS AND REROUTE IN CHASE WALL REFER TO 2/ MEP400FOR ADDITIONAL INFORMATION.REMOVE ABANDONED HVAC GRILL AND DUCT WORKTO ALLOW FLOOR TO BE INSTALLED.CONTRACTOR IS SOLELY RESPONSIBLE FOR THE SAFE HANDLINGAND DISPOSAL OF ALL REMOVED FLUORESCENT LIGHT TUBES THATMAY CONTAIN MERCURY, IN ACCORDANCE WITH ALL APPLICABLEEPA, OSHA, FEDERAL, STATE, AND LOCAL CODES AND LAWS.CONTRACTOR IS SOLELY RESPONSIBLE FOR THE SAFE HANDLINGAND DISPOSAL OF ALL REMOVED LIGHT FIXTURES AND BALLASTSTHAT MAY CONTAIN PCBs (POLYCHLORINATED BIPHENYLS), INACCORDANCE WITH ALL APPLICABLE EPA, OSHA, FEDERAL, STATE,AND LOCAL CODES AND LAWS.Electrical Demolition Work General Notes:ALL ELECTRICAL DEVICES INTERFERING WITH DEMOLITION WORKSHALL BE DISCONNECTED AND REMOVED, UNLESS OTHERWISENOTED. EXISTING CIRCUIT WIRING SHALL BE REMOVED BACK TOSOURCE AND PANEL DIRECTORIES MODIFIED ACCORDINGLY.A.B.ANY DEVICE INTERFERING WITH DEMOLITION WORK NOT SHOWN ONTHESE DRAWINGS SHALL NOT BE REMOVED WITHOUT WRITTENAUTHORIZATION FROM THE OWNER'S REPRESENTATIVE OR THEENGINEER.C.D.Keyed Electrical Notes:1DISCONNECT AND REMOVE RECEPTACLE AND CIRCUITRY BACK TONEAREST JUNCTION BOX. MODIFY EXISTING SYSTEM CIRCUITRY TOALLOW FOR PROPER OPERATION OF EXISTING FIXTURES ONCIRCUIT.2REMOVE EXISTING LUMINAIRE. RETAIN CONDUCTOR FORCONNECTION OF NEW LUMINAIRE.REMOVE ALL ELECTRICAL CONDUCTORS AND RACEWAY EXPOSEDONCE WALLS ARE OPENED FOR DEMOLITION. RECONNECT ACTIVECIRCUITS WITH NEW CONDUCTOR AND RACEWAY.E.12111343DISCONNECT AND REMOVE EXISTING LIGHT SWITCH BACK TOSOURCE.4DURING CONSTRUCTION IN THIS AREA TEMPORARILY REMOVEEXISTING SMOKE DETECTOR AND PROVIDE A HEAT DETECTOR IN ITSPLACE. REPROGRAM FIRE ALARM CONTROL PANEL IF REQUIRED.AFTER CONSTRUCTION IS COMPLETE, DISCONNECT AND REMOVESMOKE DETECTOR BACK TO NEAREST JUNCTION BOX. MODIFYEXISTING FIRE ALARM SYSTEM TO ALLOW FOR PROPER OPERATIONOF EXISTING DEVICES ON FIRE ALARM SYSTEM.55CONNECT FIXTURE TO UNSWITCHED HOT LEG OF LIGHTING CIRCUITSERVING THIS AREA.1236DURING CONSTRUCTION IN THIS AREA TEMPORARILY REMOVEEXISTING SMOKE DETECTOR AND PROVIDE A HEAT DETECTOR IN ITSPLACE. REPROGRAM FIRE ALARM CONTROL PANEL IF REQUIRED.STORE SMOKE DETECTOR FOR REUSE.7AFTER CONSTRUCTION IS COMPLETE IN THIS AREA, REINSTALLSMOKE DETECTOR AND REPROGRAM FIRE ALARM CONTROL PANELIF REQUIRED.67NEW FIRE ALARM DEVICES TO BE TESTED FOR SUPERVISION ANDALARM OPERATION WITH CORNELL ENVIRONMENTAL HEALTH ANDSAFETY OFFICE.F.988PROVIDE EXTERIOR LUMINAIRE. CIRCUIT TO NEAREST LIGHTINGCIRCUIT SERVING THIS AREA.9PROVIDE EMERGENCY LIGHT ABOVE DOOR. CIRCUIT TOUNSWITCHED HOT LEG OF NEAREST LIGHTING CIRCUIT SERVINGTHIS AREA44403/05/2019- RAMP ONLY
UPUPSLOPE1:12SPKROSS15GFIGFI11112HVV2" V DN IN WALL1/2" HW, CW, 2" SANDN THRU FLOOR.1 1/2"1"1" EXPOSED ATCLG CONT ON3/ MEP1001" ABOVECLGWC "A"EXG 1"LAV "A"1/2" CW DNIN WALLEXG 1 1/2" RISER1/2" HW, CW DN INWALL1 1/2" HWS, HWRRISER DN IN WALL3/4" HWS, HWR INWALL TO FINTUBEFD "A"SHR "A"ACCESSDOOREXG 1/2" HWS, HWRUP TO FLOOR ABOVEPOCPOCFTR-AW/W4'-0"1.5 GPMFTR-AW/W12'-0"-4" LOW PROFILEMETAL WALL VENTPAINTED TO MATCHEXG EXTERNAL WALLEXH-14" DUCTTEMP SENSORMOUNT BOTTOM OFLUMINAIRE AT 3'-0" AFFEXGCABINET HTR2" ABOVE CLG2" ABOVE CLGOFFSET DN BELOWCEILING LEVELEXG UPRIGHTPENDENT HEAD2" V DN IN WALLCV-1COMBINATIONTEMP SENSOR/FINTUBECONTROL2" V UP THRUFLOOR ABOVECONT ON 3/ MEP400UPB0063SANSAN
SPKRV1/2" HW, CW UPTO SHR3/4" HW, CW, 3"SAN CONT ON1/ MEP100ROUTE UNDERSTAIR LANDINGCOCO3" UP TOWC FLANGEEXG 1"1/2"2"1/2" HW, CW2" SAN UP TOLAV ABOVE1/2" UPTO WCEXG 1 1/2"EXG 1 1/2" HWS, HWREXG 1 1/2" RISEREXG UPRIGHT PENDENTSPKR HEAD (TYP)2" SAN W/ "P" TRAPUP TO LINEARFLOOR DRAIN2"3"POC2" V UP1 1/2" HWS,HWR UPAAAAUPDNUPDN209200022002020040BA20520320120001202BAA210ABABDC20820620420021209200022002020040BA20520320120001202BAA210ABABDC20820620420021VVCONN TO EXG 2"V RISER. FIELDVERIFY EXG VLOCATION2"EXPOSEDAT CLGEXG SPKRRISER UP/ DN2" V DN THRUFLOORPOC1A243 5678BCD9 1011121314151617EFGHINNML J I HGFEDCBADescription:Rev. No.: Date:Drawing No.:Drawn by:ML KJKTetra Tech Engineers, Architects& Landscape Architects, P.C.Enlarged PlansGPD / sefMEP400NProject No.:Date:11/19/201808249-18008Key PlanNTSCornell UniversityIthaca, New YorkTriphammer Co-op HousingRenovationsCornell Facilities Code: 31221Enlarged Partial Basement Plan1/2"=1'-0"2Enlarged Bathroom 108 Plan1/2"=1'-0"PROVIDE ALL POWER DISTRIBUTION WORK INCLUDING PANELS,FEEDERS AND BRANCH CIRCUIT WIRING. UPDATE PANELDIRECTORIES ACCORDINGLY.THE HEIGHTS INDICATED SHALL BE NOMINAL TO THE BOTTOM OFTHE BOX UNLESS NOTED OTHERWISE.UNLESS NOTED ELSEWHERE ON THE CONTRACT DOCUMENTS, THEFOLLOWING LIST REPRESENTS THE TYPICAL MOUNTING HEIGHTSFOR THE DEVICES SHOWN:WHEN INSTALLING NEW DEVICES IN EXISTING LOCATIONS, REUSEEXISTING CONDUIT/RACEWAY AND BACK BOXES IF IN GOODCONDITION. EXTEND/INSTALL NEW CONDUIT/RACEWAY ASREQUIRED FOR PROPER MOUNTING OF DEVICE. CONCEAL ABOVECEILINGS OR WITHIN WALLS WHERE POSSIBLE. REFER TOSPECIFICATION SECTION 26 05 33.G.COORDINATE ALL ELECTRICAL WORK AND POWER OUTAGES WITHOWNER PRIOR TO THE START OF CONSTRUCTION. NO POWEROUTAGES SHALL OCCUR WITHOUT OWNER'S PRIOR KNOWLEDGEAND CONSENT.SWITCHES AND PANIC STATIONS.....................................a.b.RECEPTACLES.....................................................................16"48"(TO TOP)PROVIDE ALL ADAPTERS, COUPLINGS AND ASSOCIATED FITTINGSREQUIRED FOR COMPLETE OPERATIONAL SYSTEM.PROPERLY IDENTIFY ALL CIRCUITS AT PANELS AND J-BOXES AND INACCORDANCE WITH PROJECT SPECIFICATIONS.E.D.CIRCUIT WIRING FOR ALL LIGHTING CIRCUITS SHALL BE IN 1/2" EMTCONDUIT (MIN) OR TYPE MC CABLE CONCEALED ABOVE CEILINGSAND IN WALLS (REFER TO SPECIFICATION SECTION 26 05 33 FORLOCATIONS WHERE MC CABLE IS ACCEPTABLE). ALL CIRCUITCONDUCTORS SHALL BE #12AWG COPPER (MIN) 90°C THHNTHERMOPLASTIC INSULATION.B.REFER TO DRAWING SA FOR STANDARD SYMBOLS ANDABBREVIATIONS.Electrical General Notes:A.F.C.Keyed Notes:H.1MOUNT RECEPTACLE 48" AFF.2CONNECT LUMINAIRES TO CIRCUIT(S) PREVIOUSLY SERVING THISAREA.3CONNECT EXHAUST FAN TO LIGHT SWITCH CONTROLLING LIGHTINGCIRCUIT WHICH SERVES THIS AREA.4CONNECT EXHAUST FAN TO LIGHTING CIRCUIT WHICH SERVES THISAREA.5PROVIDE ALL REQUIRED POWER SUPPLIES, WIRING, CONDUIT, ANDPROGRAMMING TO INTEGRATE THE NOTIFICATION DEVICES INTOTHE EXISTING FIRE ALARM SYSTEM.554322666CONNECT RECEPTACLES TO CIRCUIT(S) PREVIOUSLY SERVING THISAREA.11General Notes1.2.3.4.5.6.7.PROVIDE THROUGH PENETRATION FIRESTOPPING FOR FIRERATED WALLS AND FLOORS. PENETRATIONS THROUGHEXISTING WALLS AND FLOORS ARE CONSIDERED TWO-HOURPARTITIONS UNLESS SPECIFICALLY NOTED OTHERWISE.REFER TO "A" SERIES OR CODE COMPLIANCE DRAWINGSFOR LOCATION OF FIRE RATED WALLS AND FLOORS.MATERIALS FOR SPRINKLER INSTALLATION SHALL BE NEW,UNLESS SPECIFICALLY NOTED OTHERWISE.INCLUDE TRENCHING, CUTTING AND PATCHING OF FLOORS,WALLS AND CEILINGS, INCLUDING CEILING TILE REMOVAL ANDREPLACEMENT, WHEN REQUIRED FOR PLUMBING WORK.PATCH ABANDONED OPENINGS AND DISTURBED FINISHES TOMATCH EXISTING. TAKE PRECAUTIONS TO PROTECTSTRUCTURAL INTEGRITY OF FLOOR OR WALLS WHENTRENCHING OR CUTTING.COORDINATE WITH CORNELL UNIVERSITY E, H & SDEPARTMENT BEFORE STARTING ANY SPRINKLER SYSTEMWORK. PROVIDE TEMPORARY HEAT DETECTORS IN SPACESWHEN SPRINKLER SYSTEM IS OUT OF SERVICE LONGERTHAN A SINGLE WORK DAY.DESIGN SPRINKLER SYSTEM AS A LIGHT HAZARDOCCUPANCY HAZARD CLASSIFICATION.SPRINKLER HEAD LAYOUTS ARE DIAGRAMMATIC ONLY.SYSTEM DESIGN IS DELEGATED TO THE CONTRACTOR.REFER TO SPECIFICATION SECTION 21 13 16 - DRYSPRINKLER SYSTEM.VERIFY ALL PIPING LOCATIONS, SIZES, AND ARRANGEMENTSIN FIELD PRIOR TO BID. NOTIFY ARCHITECT IN WRITING OFANY DISCREPANCIES.3Second Floor Plan1/4"=1'-0"7FLUSHING VALVE AND CAP ABOVE CEILING WITH ACCESS DOOR.8RECESSED PENDENT SPRINKLER HEAD.78803/05/2019- RAMP ONLY-SPRINKLERPIPING ASNECESSARY TOFEED NEWHEADS SHOWNON 3/MEP100
1A243 5678BCD9 1011121314151617EFGHINNML J I HGFEDCBADescription:Rev. No.: Date:Drawing No.:Drawn by:ML KJKTetra Tech Engineers, Architects& Landscape Architects, P.C.Details and SchedulesGPD / sefMEP500NProject No.:Date:11/19/201808249-18008Key PlanNTSCornell UniversityIthaca, New YorkTriphammer Co-op HousingRenovationsCornell Facilities Code: 3122Sewage Ejector Pump Station ScheduleDWGLABELPP-1EXG SUMPPRG101AV-2SUBMERSIBLE1.NOTES:LIBERTYPUMPSNO. OFPUMPSSIMPLEXSEWAGEREFER TO SPECIFICATION SECTION 22 13 29 – FACILITY SANITARY SEWERAGE PUMPS FOR ADDITIONAL INFORMATION.PUMPLOCATIONMANUFACTURERPUMP MODELNO.TYPE SERVICEPUMPCAPACITY38 GPMTOTAL DYNAMICHEAD16'SOLIDS HANDLINGCAPACITY2"DISCHARGEPIPE SIZE2"MOTORSPEED (RPM)3450 1HORSEPOWER120 SINGLE 60HERTZVOLTAGE PHASE12FULL LOADAMPS1NOTESPlumbing Fixture ScheduleDWGLABELROUGH-IN CONNECTION SIZENPSWC "A" 4 1 -SHR "A"1.2.NOTES:12NOTES1/2-1/2-2FD "A"NPS NPS NPSBARRIERFREERIMHEIGHT16 1/2"YES72"YES-YESACCESSIBLE, FM WATER CLOSET W/ GRAVITY FLUSH TANK, SUPPLIES, AND SEAT.ACCESSIBLE IN-WALL SHOWER W/ PRESSURE BALANCED MIXING VALVE, DELUXE SHOWER HEAD WITH BALL JOINT, HAND SHOWER WITH 60" FLEXIBLE HOSE,WALL HOOK , VACUUM BREAKER AND QUICK DISCONNECT, RECESSED SOAP DISH ANCHOR AND BACK PLATE FOR SHOWER HEAD AND SUPPLY STOPS.DESCRIPTIONLAV "A"34"YESACCESSIBLE WM LAVATORY WITH WALL CARRIER, FAUCET, SUPPLIES, TRAP, AND VITREOUS CHINA TRAP COVER.1/2 1/2-2-21 1/2 1 1/2STAINLESS STEEL, LINEAR FLOOR SYSTEM W/ MEMBRANE FLANGE AND CURVE TYPE GRATE.HWCWVENTSANREFER TO PLANS ON "A" DWGS FOR FIXTURE CENTERLINE DIMENSIONS.RIM HEIGHT LISTED IS MOUNTING HEIGHT OF SHOWER HEAD.LABELDWG110-1/4YES 0.18 / 0.230.3 / 0.8 848 / 9610.180 /110FV-08-11VF5TYPECENTRIFUGALBATHROOM 108EXH-1SONESFan Schedule - (PRE), (PWE), (F)MODELSERVESRPMCFMNO.SP(IN WG)ENERGYSTAROPENING(SQ. IN)NOTESFAN DATAHERTZ60AMPS120 / SINGLE21.1 / 26.5ELECTRICALV/PHWATTSNOTES:1. DESIGN BASIS: PANASONIC WHISPERFIT EZ.1SAN3" SANREMOVECLEANOUTEXG 3" TOWASHERS"P" TRAP INEXG SINK3" RACKED ON WALLBACK TO ROOMCOFINISHED FLOORNOTES(°F)WTDPERBTU/HRSTYLE(°F)AWTL.F.HT. (IN)FINISHMODELNO. DEPTHLABELDWGFintube Radiation Schedule - (FTR)MOUNT.LCS-10 3.25 --14.25SLOPE TOP1,2,3,4FTR-A87520180ENCLOSURE(IN)HEIGHT10.25(IN)TUBE SIZENO.TUBE3/42COPPERELEMENTMAT.FIN2-3/4" x 2-1/2"SIZE(IN)FINALUMINUMMAT. TIERSFIN/60FTNOTES:1. DESIGN BASIS: TRANE (MATCH EXISTING).2. PROVIDE ENCLOSURE WITH VALVE ACCESS DOORS.3. LENGTHS AS SHOWN ON DRAWINGS AND VERIFY IN FIELD PRIOR TO ORDERING.4. PROVIDE MOUNTING BRACKETS WITH FTR.1Sanitary Sewer Tie In SchematicNOT TO SCALEMEP500 -Enlarged Plans, Details and SchedulesPOC18 GAUGE GALVPIPELOW DENSITY PIPEINSULATIONPIPE HANGERHANGER RODEQEQ12"(MINERAL FIBER)(1/2"-3" ONLY)INSULATION SHIELD2Insulation Shield DetailNOT TO SCALE220719-02aITEM SYMBOL ITEMLUMENSWATTAGETYPELAMPSNAME MODEL OR SERIESMANUFACTURERS (OR EQUAL)*Light Fixture Schedule1800LED11.8L3 N Z10 U / L3 08 9 30 F / L3 S S A3" RECESSED WET LOCATION DOWNLIGHTPHILIPSLIGHTOLIER2MIRROR LIGHT380-400 PERFOOTLED19.2AVLON 900 7635ASTROLIGHTING30DUAL HEAD EXIT/EMERGENCY LIGHT -- LED3.7SCLD-2-R-W-RCSDSIMKARNOTES:1. MANUFACTURER AND MODEL NUMBER ARE PROVIDED TO SHOW BASIS OF DESIGN ONLY.40EXTERIOR LIGHT 4200 LED35 VWP-H-L30/740-T3-DBZ-SDGL-EM/4W-DIM-UNVWILLIAMS41EXTERIOR EMERGENCY LIGHT 2300 LED21 SG1-20-4K7-FT-UNV-EHUBBELLNOTES:5. PROVIDE THERMOSTATIC RADIATOR VALVE PACKAGE SIMILAR TO DANFOSS RA2000 WITH COMBINED REMOTE MOUNTED DIAL AND SENSOR.NOTESSERVESOPERATOR TYPEMODEL NO. CVLABELDWGControl Valve Schedule - (CV)TYPERA-2000 013G8042 1.6 WALL-MOUNTED SENSOR; SENSOR & CONTROL ARE SINGLE UNITFTR-A1,2,3,4CV-1SIZE1/2"OPERATOR MODELRA-6 013-7001NOTES:1. DESIGN MAKE: DANFOSS RA-2000 WITH COMBINED REMOTE MOUNTED COMBINATION DIAL AND SENSOR.STRAIGHT VALVE BODY03/05/2019- RAMP ONLY