HomeMy WebLinkAboutHilton Garden Inn - Lobby Reconstruction60" min.48" min.
60" min.36" min.54" min.42" min.42" min.**
48" min.*24" min.42" min.*24" min.A - FRONT APPROACH,PULL SIDED - HINGE APPROACH,PULL SIDEB - FRONT APPROACH,PUSH SIDEE - HINGE APPROACH,PUSH SIDEF - LATCH APPROACH,PULL SIDEG - LATCH APPROACH,PUSH SIDE18"min.12"min.** If both closer & latch areprovided22" min.12"min.** If both closer & latch are provided** 48" min. if both closer & latch are provided* 54" min. if closer is provided* 48" min. if closer is providedNOTETHERMOSAT/ELECTRICAL CONTRACTOR TOCOORDINATE WITH FURNITURE VENDORFOR CONFLICTS WITH PANEL HEIGHTS.CLCLTYP. MOUNTING HEIGHTS FOR ELECTRICAL DEVICESADA DOOR APPROACH CLEARANCES1'-6"
U.O.N.
6'-8"
4'-6"
4'-0"
3'-6"
3'-2"6"3'-8"
3'-0"
3'-6"4'-0"MAX.6"CENTER W/ SWITCHFIRE ALARM A/V UNITWALLPHONETHERMOSTAT2ND ROW SWITCHESFOUR GANG MAX.1ST ROW SWITCHESFOUR GANG MAX.POWER OUTLETTELEPHONE/DATACARD SWIPE/KEYPADOR PROX. SENSORHANDICAP PUSHPLATEELEC. DEVICEAFF ABOVE FINISHED FLOORACOUS ACOUSTICALACT. ACOUSTICAL TILEADD ADDENDUMADJ ADJACENTA.C. AIR CONDITIONALT ALTERNATEALUM ALUMINUMA.B. ANCHOR BOLTAPPROX APPROXIMATEARCH ARCHITECTURALAD AREA DRAINAUTO AUTOMATICB.E.J. BRICK EXPANSION JOINTBSMT BASEMENTBM BEAMBRG BEARINGB.M. BENCH MARKBET BETWEENBIT BITUMINOUSBLK BLOCKBLKG BLOCKINGBD BOARDBOT BOTTOMB.C. BRICK COURSEBLDG BUILDINGBUR BUILT-UP ROOFINGB.O. BY OWNERCAB CABINETC.H. CABINET HEATERCPT CARPETC.O. CLEAN OUTCOɑ CARBON DIOXIDEC.W. COLD WATERC.I. CAST IRONC.B. CATCH BASINȭ CENTER LINECEM CEMENTCM CENTIMETERCT CERAMIC TILECLG. CEILINGCLR CLEARCOL COLUMNCONC. CONCRETECMU CONCRETE MASONRY UNITCONT. CONTINUOUSCJ CONTROL JOINTCONV. CONVECTORCORR. CORRIDORCRS COURSEDEMO DEMOLISH / DEMOLITIONDET. DETAILDIAG. DIAGONALDIA. DIAMETERDIFF. DIFFUSERDIM. DIMENSIONDISP. DISPENSERDO DITTODR DOORDBL DOUBLEDN DOWNDS DOWNSPOUTDWG DRAWINGD.F. DRINKING FOUNTAINEA EACHELEC ELECTRIC ( AL )EWC ELECTRIC WATER COOLEREL ELEVATIONELEV. ELEVATOREQ EQUALEF EXHAUST FANEXIST. EXISTINGEXP. JT. EXPANSION JOINTEXP'D EXPOSEDEXT EXTERIORE.I.F.S. EXTERIOR INSULATIONAND FINISH SYSTEMFCU FAN COIL UNITFIN FINISH ( ED )F.A. FIRE ALARMFEC FIRE EXTINGUISHER CAB.FHC FIRE HOSE CABINETF.P. FIRE PROOFINGFL. FLOORF.D. FLOOR DRAINFR FRAMEFT FOOTFTG FOOTINGFDTN FOUNDATIONFUR FURRINGGAL GALLONGALV GALVANIZEDGI GALVANIZED IRONGA GAUGEG.C. GENERAL CONTRACTG.W.B. GYPSUM WALL BOARDHDW HARDWAREHD.WD. HARDWOODHTR HEATERHTG HEATINGHVAC HEATING, VENTILATING& AIR CONDITIONINGHT HEIGHTHM HOLLOW METALHORIZ HORIZONTALHB HOSE BIBH.C. HANDICAPPEDH.P.L. HIGH PRESSURE PLASTICLAMINATEH.W. HOT WATERI.D. INSIDE DIAMETERINSUL. INSULATIONIG INSULATED GLASSINT. INTERIORINV INVERTJAN JANITORJT JOINTKIT KITCHENKO KNOCK OUTLAM LAMINATEDLH LEFT HANDLEN. LENGTHLTWT LIGHT WEIGHTL.F. LINEAR FEETLL LIVE LOADLLH LONG LEG HORIZONTALLLV LONG LEG VERTICALL.P. LOW POINTM.H. MANHOLEMFGR MANUFACTURERM.O. MASONRY OPENINGMAX MAXIMUMMECH MECHANICALMET METALMTD MOUNTEDMIN. MINIMUMMISC. MISCELLANEOUSN.L. NIGHT LIGHTNɑO NITROUS OXIDENRC NOISE REDUCTION COEIF.N.I.C. NOT IN CONTRACTN.T.S. NOT TO SCALENOM NOMINALNO. NUMBERO.C. ON CENTEROPP OPPOSITEO.D. OUTSIDE DIAMETEROH OVERHEADOɑ OXYGENPNL PANELP.T.D. PAPER TOWEL DISPENSERPVMT PAVEMENTP.LAM PLASTIC LAMINATEPL PLATEPLMB PLUMBINGPT POINTPVC POLYVINYL CHLORIDEPCF POUNDS PER CU.FT.PSI POUNDS PER SQ.INCHPSF POUNDS PER SQ.FT.P.P. POWER PANELPRE.FAB. PREFABRICATEDPREF. PREFINISHEDPROJ. PROJECTIONPL PROPERTY LINEQTY QUANTITYQT QUARRY TILERAD RADIUSR.W.C. RAIN WATER CONDUCTORRECPT. RECEPTICALE, ELECTRICREC. RECESS ( ED )RE: REFER TOR.C.P. REFLECTED CEILING PLANREFR. REFRIGERATORREG. REGISTERREINF. REINFORCE (D)(ING)REQ'D REQUIREDRET RETURNRA RETURN AIRREV REVISIONRH RIGHT HANDROW RIGHT OF WAYR.D. ROOF DRAINRM ROOMRO ROUGH OPENINGRND ROUNDS.N.C. SAN.NAP.CABINETS.N.D. SAN.NAP.DISPOSERSECT SECTIONSS STAINLESS STEELSHT SHEETSIM SIMILARSPKR SPEAKERSPEC SPECIFICATIONSSQ SQUARESST STAINLESS STEELSTD STANDARDSTL STEELSD STORM DRAINSTRUCT. STRUCTURALSUSP. SUSPENDEDSW SWITCHSYM SYMMETRICALTEL TELEPHONETEMP TEMPORARYTHK THICK ( NESS )T&G TONGUE & GROOVET.O.F. TOP OF FOUNDATIONT.O.S. TOP OF STEELT.O.W. TOP OF WALLTYP TYPICALU.C. UNDERCUTU/C UNDER COUNTERU.L. UNDERWRITERS LABORATORIES INC.U.H. UNIT HEATERU.V. UNIT VENTILATORU.O.N. UNLESS OTHERWISE NOTEDUR URINALV.T.R. VENT THRU ROOFVENT VENTILATORV.I.F. VERIFY IN FIELD PRIOR TO FABRICATIONVERT VERTICALVEST VESTIBULEV.C.T. VINYL COMPOSITION TILEV.W.C. VINYL WALL COVERINGWC WATER CLOSETW.L. WATER LINEW.P. WATERPROOFWT WEIGHTWWF WELDED WIRE FABRICW/ WITHW/O WITHOUTWD WOODSTANDARD ABBREVIATIONSA201 - 01A202 - 01WALL SECTIONNEW DOOR & FRAMEOR NEW DOOR INEXISTING FRAMEDEMO EXISTINGDOOR & FRAMEEXISTING DOOR &FRAME TO REMAINDEMOLITION NOTECONSTRUCTION NOTEEQUIPMENT CALLOUTCEILING HT. & MATERIAL CALLOUTAREA TO BEDETAILED AT ALARGER SCALEINTERIOR ELEVATION NO. 1(LOOKING IN DIRECTION OFARROW)XXSCALE:G0011FLOOR PLAN1/8"=1'-0"ALIGNMATCH LINELOCATION OFLARGE SCALEPLANROOM NUMBERROOM NAMEON SHEET A101DETAIL No. 20 (TYP)ON SHEET A101 (TYP)DETAIL No. 15 (TYP)ON SHEET A101 (TYP)BUILDING SECTION3'-0"GLASS TYPESC CLEARM MIRRORT TEMPEREDW WIREF FIRE LITEIG INSULATEDDOORNUMBERSYMBOLINDICATES WINDOW& FRAMEINDICATES FRAMEDIMENSIONNORTH ARROWXFEGRAPHIC SYMBOLSFIRE EXTINGUISHERDRAWING REVISION CLOUD &NUMBERXELEVATION (HEIGHT)LEVEL/FLOORP1P2SURFACE 0'-0"W22NEW PARTITIONNEW PARTIAL HEIGHT PARTITIONEXISTING PARTITION TO REMAINEXISTING PARTITION TO BE REMOVED(ON DEMOLITION PLAN)PARTITION TYPE SYMBOLS (SEEPARTITION TYPES)NEW PARTITION CONSTRUCTION/FINISH TO ALIGN WITH EXISTINGPARTITION CONSTRUCTION/FINISHNOTE SYMBOLSPARTITION SYMBOLSSECTION MARKER SYMBOLSROOM IDENTIFICATION SYMBOLSELEVATION SYMBOLSLARGE SCALE DETAIL SYMBOLSDOOR, WINDOW & FRAME PLAN SYMBOLSPLAN AND DETAIL TITLESELEVATION (HEIGHT) SYMBOLSREFLECTED CEILING PLAN SYMBOLSEXISTINGDEMOEXISTING 2x4 LIGHT FIXTUREEXISTING 2x2 LIGHT FIXTUREEXISTING DOWN LIGHT FIXTUREEXISTING 1x4 LIGHT FIXTUREEXISTING SUPPLY AIR DIFFUSEREXISTING RETURN AIR GRILLEDEMO 2x4 LIGHT FIXTUREDEMO 2x2 LIGHT FIXTUREDEMO DOWN LIGHT FIXTUREDEMO 1x4 LIGHT FIXTUREDEMO SUPPLY AIR DIFFUSERDEMO RETURN AIR GRILLENEW 2x4 LIGHT FIXTURENEW 2x2 LIGHT FIXTURENEW DOWN LIGHT FIXTURENEW 1x4 LIGHT FIXTURENEW SUPPLY AIR DIFFUSERNEW RETURN AIR GRILLEEXIT SIGN (ONE SIDED)EXIT SIGN (TWO SIDED)EMERGENCY LIGHTSPRINKLER HEADNEWGENERAL SYMBOLSX'-XX X/X"XXX-XOFFICE10133"-36"
3'-6" MAX.
48" MAX.SANITARY NAPKINDISPOSAL (WOMEN'SROOM ONLY)WALL HUNGURINALOUTLET OFTOILET PAPERDISPENSER3'-8" MAX
3'-0"SANITARY NAPKINDISPENSER16" - 18" ADULT12" - 18" CHILDREN2'-3" MIN.
2'-10" MAX.
9" MIN.8" MIN.11" MIN.25" MAX.3'-4" MAX.
BTM. OF REF. SURFACE
12" MIN.36" MIN.12" MAX.42" MIN.54" MIN.39" - 41"18"
MIN.
*
39" - 41"
4'-0"
MAX.
*** = 1-1/2" MIN.** = 12" MIN.18" MIN.24" MIN.SOAPDISPENSERPAPER TOWELS/TRASH RECEPTACLE*** = 24" STD. OR17" MAX. ADA***MIRRORTYP. ADA TOILET ROOM MOUNTING HEIGHTS & DIMENSIONS24" MIN.42" MAX.36" MAX.TABLE I-1264TRUSS IDENTIFICATION SIGN LOCATIONSEXTERIOR BUILDINGENTRANCE DOORS, EXTERIOREXIT DISCHARGE DOORS, ANDEXTERIOR ROOF ACCESSDOORS TO A STAIRWAYMULTIPLE CONTIGUOUSEXTERIOR BUILDINGENTRANCE OR EXITDISCHARGE DOORSFIRE DEPARTMENT HOSECONNECTIONSATTACHED TO THE DOOR, OR ATTACHEDTO A SIDELIGHT OR THE FACE OF THEBUILDING, NOT MORE THAN 12 INCHES (305mm) HORIZONTALLY FROM THE LATCHSIDE OF THE DOOR JAMB, AND NOT LESSTHAN 42 INCHES (1067 mm) NOR MORETHAN 60 INCHES (1524 mm) ABOVE THEADJOINING WALKING SURFACE.ATTACHED AT EACH END OF THE ROW OFDOORS AND AT A MAXIMUM HORIZONTALDISTANCE OF 12 FEET (3.65 M) BETWEENSIGNS, AND NOT LESS THAN 42 INCHES(1067 mm) NOR MORE THAN 60 INCHES(1524 mm) ABOVE THE ADJOININGWALKING SURFACE.ATTACHED TO THE FACE OF THE BUILDING,NOT MORE THAN 12 INCHES (305 mm)HORIZONTALLY FROM THE CENTER LINEOF THE FIRE DEPARTMENT HOSECONNECTION, AND NOT LESS THAN 42INCHES (1067 mm) NOR MORE THAN 60INCHES (1524 mm) ABOVE THE ADJOININGWALKING SURFACESIGN LOCATIONSIGN PLACEMENTDESIGNATION FOR STRUCTURALCOMPONENTS THAT ARE OFTRUSS CONSTRUCTIONROMANALPHANUMERICDESIGNATION OFCONSTRUCTIONTYPE BASED ONSECTION 602 OFTHE BUILDINGCODE OF NEWYORK STATEREFLECTIVEWHITEREFLECTIVE REDPANTONE (PMS)#187 (SHOWN INGREYTONES FORPRINTINGPURPOSES ONLY)6" DIAMETER2" MIN.1/4"1/2" STROKE"F""R""FR"FLOOR AND ROOF FRAMINGFLOOR FRAMING, INCLUDING GIRDERS AND BEAMSROOF FRAMINGTRUSS IDENTIFICATION SYMBOL AND NOTESMATERIAL KEYBATT INSULATIONRIGID INSULATIONROOF INSULATIONVENEER STONEPLYWOODFINISH HARDWOODWOOD FRAMING/BLOCKINGEARTHCONCRETE MASONRY UNITCONCRETESTEELGYPSUM WALL BOARDELEVATIONSECTIONELEVATIONSECTIONPLANSECTIONSITE LOCATION2495 Main Street . Suite 434 . Buffalo . NY 14214tel (716) 836-1522 . fax (716) 832-0119 . www.bhnt.com350 Essjay Road, Suite 101Williamsville, NY 14221130 East Seneca StreetIthaca, NY 14850DRAWING INDEX:GENERALG001 COVER SHEETG101 GENERAL NOTES & PARTITION TYPES @RECONSTRCUTED LOBBYG102 SPECIFICATIONS @ RECONSTRUCTEDLOBBYLIFE SAFETYLS101 LIFE SAFETY PLANDEMOLITIONAD103 FIRST FLOOR DEMOLITION PLANAD104 FIRST FLOOR DEMO RCPARCHITECTURALA100 LOWER FLOOR PLANA101 FIRST FLOOR PLAN @ RECONSTRUCTEDLOBBYA102 SECOND FLOOR PLANA103 THIRD FLOOR PLANA104 FOURTH FLOOR PLANA105 FIFTH FLOOR PLANA121 NEW LOBBY PARTIAL FIRST FLOOR PLANA122 NEW LOBBY PARTIAL FIRST FLOOR PLANA201 SOUTH ELEVATIONA202 EAST ELEVATIONA203 WEST ELEVATIONA204 NORTH ELEVATIONA402 FIRST FLOOR RCPA501 ENLARGED PLANS & DETAILSA602 INTERIOR ELEVATIONSA611 MILLWORK SECTIONSA801 DOOR SCHEDULE & DOOR & FRAMETYPES @ RECONSTRUCTED LOBBYA902 FIRST FLOOR FINISH PLAN & SCHEDULEA903 ENLARGED FIRST FLOOR FINISH PLANMECHANICALM-001 SPECIFICATIONS, SYMBOLS & NOTESMD-101MECHANICAL DEMOLITIONM-101 MECHANICAL FIRST FLOOR @RECONSTRUCTED LOBBYPLUMBINGPD101 PLUMBING DEMOLITION PLANP-101 PLUMBING DRAIN & VENT TESTING PLAN@ RECONSTRUCTED LOBBYP-102 PLUMBING PROPOSED PLANELECTRICALE-001 SPECIFICATIONS, SYMBOLS & NOTESE-101 ELECT. DEMO & PROPOSED POWER PLAN@ RECONSTRUCTED LOBBYE-102 ELECT. DEMO & PROPOSED LIGHTINGPLAN @ RECONSTRUCTED LOBBYIt is a violation of Section 7209, Subdivision 2, of the New YorkState Law for any persons, unless acting under the direction ofa Licensed Architect or Professional Engineer, to alter in anyway, plans, specifications, or reports to which the seal of alicensed Architect or Professional Engineer has been applied.REVISIONSNO. DATE DESCRIPTIONBY22 JUNE 2018BHNT JOB # 218000PROJECT/ADDRESSCLIENTPROJECT ARCHITECTCONSULTANTSCASCADE PLAZA LLCITHACAMechanical / Electrical / Plumbing / Fire Protection:Nussbaumer & Clarke, Inc.3556 Lake Shore Road, Suite 500, Buffalo, New York 14219Phone: (716) 827-8000 Fax:(716) 826-7958Construction Management:ARC Building Partners2421 Main Street, Buffalo, New York 14214Phone: (716) 228-4180
BASEPLANHEADSOUND ATTENUATIONINSULATIONBASE AS SCHEDULEDMETAL RUNNER CHANNELMETAL STUDS @ 16" O.C.EXISTING FLOORCONSTRUCTIONMETAL RUNNER CHANNEL(1) LAYER 5/8" GWB EACHSIDE, MOISTURERESISTANT GWB AT WETLOCATIONSFINISHED CEILING (REFERTO RCP)5/8"VARIES6"ALL PARTITIONS TO BE TYPE P1 UNLESS NOTED OTHERWISEDEFLECTION TRACKP15/8"3 5/8"5/8"BASEPLANHEADSOUND ATTENUATIONINSULATIONBASE AS SCHEDULEDMETAL RUNNER CHANNELMETAL STUDS @ 16" O.C.EXISTING FLOORCONSTRUCTIONMETAL RUNNER CHANNEL(1) LAYER 5/8" TYPE X GWBEACH SIDE, MOISTURERESISTANT GWB AT WETLOCATIONSFINISHED CEILING (REFERTO RCP)4 7/8"DEFLECTION TRACK5/8"3 5/8"5/8"1 HOUR RATED (UL U419); NON BEARING3-5/8" 25 GA. METAL STUDSP5NON RATED; NON BEARING3-5/8" 25 GA. METAL STUDS5/8"PROVIDE UL LISTED HEADOF WALL ASSEMBLY5/8"BASEPLANHEADSTEEL STUDS @ 16" O.C.(1) LAYER 5/8" GWB EACHSIDE, MOISTURE RESISTANTGWB AT WET LOCATIONSSOUND ATTENUATIONINSULATIONBASE AS SCHEDULEDSTEEL BOTTOM RUNNERCHANNELFINISHED SUSPENDEDACOUSTICAL CEILING. CUT TILESAS REQ'D. (PROVIDE FULL TILEREPLACEMENTS FOR END OFPROJECT RESTORATIONROOF CONSTRUCTIONOR STRUCTUREACOUSTICAL MUD ON CEILINGBEAD (STOCK #5020) BY TRIM-TEXDRYWALL PRODUCTS ORAPPROVED EQUAL, TYP. BOTHSIDES OF PARTITIONSTEEL TOP RUNNERCHANNELBRACE PARTITION TO STRUCTUREABOVE CLG. @ 48" O.C.4 7/8"P25/8"3 5/8"5/8"NON RATED; NON BEARING3-5/8" 25 GA. METAL STUDSBASEPLANHEADSOUND ATTENUATIONINSULATIONBASE AS SCHEDULEDMETAL RUNNER CHANNELMETAL STUDS @ 16" O.C.EXISTING FLOORCONSTRUCTIONMETAL RUNNER CHANNEL(2) LAYERS 5/8" TYPE X GWBEACH SIDE, MOISTURERESISTANT GWB AT WETLOCATIONSFINISHED CEILING (REFERTO RCP)4 7/8"DEFLECTION TRACK3 5/8"1 1/4"2 HOUR RATED (UL U419); NON BEARING3-5/8" 25 GA. METAL STUDSP65/8"PROVIDE UL LISTED HEADOF WALL ASSEMBLY1 1/4"BASEPLANHEADSOUND ATTENUATIONINSULATIONBASE AS SCHEDULEDMETAL RUNNER CHANNELMETAL STUDS @ 16" O.C.EXISTING FLOORCONSTRUCTION(1) LAYER 5/8" GWB EACHSIDE, MOISTURERESISTANT GWB AT WETLOCATIONSFINISHED CEILING (REFERTO RCP)5/8"4 7/8"9'-0"P35/8"3 5/8"5/8"NON RATED; NON BEARING; PARTIAL HT.3-5/8" 25 GA. METAL STUDSMETAL RUNNER CHANNELBASEPLANHEADBASE AS SCHEDULEDMETAL RUNNER CHANNELMETAL STUDS @ 16" O.C.(1) LAYER 5/8" GWB EACHSIDE, MOISTURERESISTANT GWB AT WETLOCATIONS5/8"4 7/8"5'-0"P45/8"3 5/8"5/8"NON RATED; NON BEARING; PARTIAL HT.3-5/8" 25 GA. METAL STUDSMETAL RUNNER CHANNEL5/4" PAINTED POPLAR CAPW/ 1/4 ROUND TRIM EACHSIDE7"DO NOT ATTACH ANY ITEMS TO EXISTING CEILING GRID TO REMAINP1ANON RATED; NON BEARING6" 25 GA. METAL STUDSBASEPLANHEADSILL SEALER GASKET UNDERRUNNER CHANNELMETAL RUNNER CHANNELMETAL STUDS @ 16" O.C.EXISTING DOORHEADER/STOREFRONTFRAMINGMETAL RUNNER CHANNEL(1) LAYER 5/8" GWB INT.(1) LAYER 1/2" EXT. GRADEPLYWOOD SHEATHING EXT.5/8"4 7/8"P75/8"3 5/8"5/8"NON RATED; NON BEARING3-5/8" 25 GA. METAL STUDSBASEPLANHEADSILL SEALER GASKET UNDERRUNNER CHANNELMETAL RUNNER CHANNELMETAL STUDS @ 16" O.C.EXISTING CANOPYCONSTRUCTIONMETAL RUNNER CHANNEL(1) LAYER 1/2" EXT. GRADEPLYWOOD SHEATHINGEACH SIDE5/8"4 5/8"DEFLECTION TRACKP81/2"3 5/8"1/2"NON RATED; NON BEARING3-5/8" 25 GA. METAL STUDSBASEPLANHEADSOUND ATTENUATIONINSULATIONBASE AS SCHEDULEDMETAL RUNNER CHANNELMETAL STUDS @ 16" O.C.EXISTING FLOORCONSTRUCTIONMETAL RUNNER CHANNEL(1) LAYER 5/8" TYPE X GWBEACH SIDE, MOISTURERESISTANT GWB AT WETLOCATIONSFINISHED CEILING (REFERTO RCP)5/8"VARIESDEFLECTION TRACKP95/8"3 5/8"5/8"1 HOUR RATED (UL U420); NON BEARINGDOUBLE 3-5/8" 25 GA. METAL STUDSBASEPLANHEADSOUND ATTENUATIONINSULATIONBASE AS SCHEDULEDMETAL RUNNER CHANNELMETAL STUDS @ 16" O.C.EXISTING FLOORCONSTRUCTIONMETAL RUNNER CHANNEL(1) LAYER 5/8" GWB,MOISTURE RESISTANT GWBAT WET LOCATIONSFINISHED CEILING (REFERTO RCP)3 5/8"DEFLECTION TRACKP12NON RATED; NON BEARING3-5/8" 25 GA. METAL STUDS5/8"5/8"PROVIDE UL LISTED HEADOF WALL ASSEMBLYBASEPLANHEADSOUND ATTENUATIONINSULATIONBASE AS SCHEDULEDMETAL RUNNER CHANNELMETAL STUDS @ 16" O.C.EXISTING FLOORCONSTRUCTIONMETAL RUNNER CHANNEL(1) LAYER 5/8" GWB EACHSIDE, MOISTURERESISTANT GWB AT WETLOCATIONSFINISHED CEILING (REFERTO RCP)5/8"VARIESDEFLECTION TRACKP105/8"3 5/8"NON RATED; NON BEARINGDOUBLE 3-5/8" 25 GA. METAL STUDS3 5/8"5/8"3 5/8"6"BASEPLANHEADSOUND ATTENUATIONINSULATIONBASE AS SCHEDULEDMETAL RUNNER CHANNELMETAL STUDS @ 16" O.C.EXISTING FLOORCONSTRUCTION(1) LAYER 5/8" GWB EACHSIDE, MOISTURERESISTANT GWB AT WETLOCATIONSFINISHED CEILING (REFERTO RCP)5/8"4 7/8"8'-0"P115/8"3 5/8"5/8"NON RATED; NON BEARING; PARTIAL HT.3-5/8" 25 GA. METAL STUDSMETAL RUNNER CHANNELPARTITION AS SCHEDULED1/4" CLOSED CELL NEOPRENESPACER AT MULLIONALUM. BRAKE METAL EACHSIDE, AFFIX TO GYP. BD. W/CONSTRUCTION ADHESIVE,COLOR TO MATCH ALUM. FRAME1"EXISTING ALUM. CURTAINWALL VERTICAL MULLIONSPGENERAL NOTES &PARTITION TYPESARCHITECT2495 Main Street, Suite 434Buffalo, New York 14214Phone (716) 836-1522Fax (716) 832-0119www.bhnt.comVISION. INSPIRATION. PERFORMANCE.CONSULTANT TEAM:Mechanical / Electrical / Plumbing /Fire Protection:3556 Lake Shore Road, Suite 500, Buffalo, New York 14219Phone: (716) 827-8000 Fax: (716) 826-7958SCALE:PROJECT NUMBER:DATE:DRAWN BY:AS NOTEDREVISIONSNO.DATEDESCRIPTIONBYIt is a violation of Section 7209, Subdivision 2, ofthe New York State Law for any persons, unlessacting under the direction of a Licensed Architector Professional Engineer, to alter in any way,plans, specifications, or reports to which the sealof a licensed Architect or Professional Engineerhas been applied.SHEET TITLE:REVISED:SHEET NUMBER:Cosmetic RepairsPROJECT / LOCATION:21800022 JUNE 2018218000 G101 GENERAL NOTES & PARTITIONS.DWG
6/22/2018 10:18 AMG101 OWNER/CLIENT:130 East Seneca StreetIthaca, NY 148502421 Main Street, Buffalo, New York 14214Phone: (716) 228-4180Construction Management:350 Essjay Road, Suite 101Williamsville, NY 14221CASCADE PLAZALLC ITHACASCALE:G1011PARTITION TYPES1-1/2"=1'-0"1.THESE GENERAL NOTES SHALL APPLY TO ALL WORK & ALL DRAWINGS IN THIS SET &SHALL EXTEND TO ANY CHANGES, EXTRAS, OR ADDITIONS AGREED TO DURING THECOURSE OF THE WORK.2.BIDDERS ARE INSTRUCTED TO VISIT & INSPECT THE PREMISES PRIOR TO SUBMITTINGTHEIR PROPOSALS & TO FAMILIARIZE THEMSELVES WITH THE CONDITIONS UNDERWHICH THE WORK WILL BE PERFORMED. NO SUBSEQUENT EXTRAS OR ADDITIONS WILLBE ALLOWED ON ANY CLAIM OF LACK OF KNOWLEDGE OF CONDITIONS ORCIRCUMSTANCES ABOUT WHICH THE BIDDER COULD HAVE INFORMED HIM/HERSELF.APPOINTMENTS SHALL BE ARRANGED THROUGH THE OWNERS REPRESENTATIVE.3.BIDDERS SHALL MAKE KNOWN TO THE OWNER ANY LIMITATIONS, EXCLUSIONS, ORMODIFICATIONS TO THE PROJECT DURING THE PRICING PHASE OF THE PROJECT.UNLESS NOTED THEY WILL BE PRESUMED INCLUDED BY THE OWNER.4.ALL CONTRACTORS INVOLVED IN THIS WORK SHALL CARRY PROPERTY DAMAGE &PUBLIC LIABILITY INSURANCE AS REQUIRED BY GOVERNMENTAL AGENCIES HAVINGJURISDICTION & COMPLY WITH STATUTORY REQUIREMENTS FOR DISABILITY &WORKMEN'S COMPENSATION. THEY WILL COMPLY WITH ALL RULES & REGULATIONSDICTATED BY THE OWNER & THE CONDITIONS OF THE JOB. INSURANCE SHALLPROTECT THE OWNER & ANY OTHER GROUP TO BE NAMED FROM LIABILITY DUE TO THECONTRACTOR'S NEGLIGENCE. A PROPERLY EXECUTED CERTIFICATE OF EXECUTEDINSURANCE SHALL BE SUBMITTED TO THE OWNER PRIOR TO THE COMMENCEMENT OFANY WORK.5.DO NOT SCALE DRAWINGS; DIMENSIONS SHALL GOVERN. DETAILS SHALL GOVERNOVER PLANS & ELEVATIONS, LARGE SCALE DETAILS SHALL GOVERN OVER SMALLSCALE DETAILS. DIMENSIONS SHOWN ARE FROM FINISHED FACE OF GYPSUM BOARD,UNLESS NOTED OTHERWISE6.THERE SHALL BE NO SUBSTITUTION OF MATERIALS WHERE A MANUFACTURER ISSPECIFIED. WHERE THE TERM "OR APPROVED EQUAL" IS USED, THE ARCHITECT ALONESHALL DETERMINE THE EQUALITY BASED UPON THE INFORMATION SUBMITTED BY THECONTRACTOR.7.THE GENERAL CONTRACTOR SHALL REVIEW ALL PLANS & SPECIFICATIONS & VERIFYALL GOVERNING DIMENSIONS AT THE BUILDING PRIOR TO THE COMMENCEMENT OFWORK. HE SHALL EXAMINE ALL ADJOINING WORK OR AREAS UPON WHICH THEPERFORMANCE OF HIS/HER WORK IS IN ANY WAY DEPENDENT. ANY VARIATIONS ORDISCREPANCIES SHALL BE REPORTED WITH ALL DUE EXPEDIENCY TO THE ARCHITECTPRIOR TO THE FABRICATION OR ERECTION OF THE WORK IN QUESTION.8.THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING THE EXTENT, NATURE & SCOPE OFWORK DESCRIBED IN THE CONTRACT DOCUMENTS & WILL COORDINATE WITH THEOWNER, OR THE OWNER'S REPRESENTATIVE, THE INTERFACING OF THE OWNER'SWORK WITH THAT INDICATED IN THE CONTRACT DOCUMENTS. THE CONTRACTOR IS TOPROVIDE ALL LABOR & MATERIALS NECESSARY TO EXECUTE ALL WORK AS SHOWN ONTHESE DRAWINGS WITH THE EXCEPTION OF THOSE ITEMS NOTED AS SEPARATECONTRACTS OR "N.I.C." HE/SHE SHALL BE RESPONSIBLE FOR COORDINATING HIS/HERWORK WITH THAT OF ALL OTHER TRADES INCLUDING THOSE OPERATING UNDERSEPARATE CONTRACT WITH THE OWNER9.THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR THE DISTRIBUTION ORDRAWINGS TO ALL TRADES UNDER HIS/HER JURISDICTION.10.ANY INFORMATION REQUIRED BY THE CONTRACTORS THAT IS NOT SHOWN ONDRAWINGS OR OTHER CONTRACT DOCUMENTS SHALL BE REQUESTED BY THEGENERAL CONTRACTOR FROM THE ARCHITECT.11.THE CONTRACTORS SHALL COMPLY WITH THE RULES & REGULATIONS OF THE BUILDINGAS TO THE HOURS OF AVAILABILITY OF ELEVATORS AND/OR LOADING DOCKS FOR THEPURPOSE OF DELIVERY & ALSO AS TO THE MANNER OF HANDLING MATERIALS,EQUIPMENT & DEBRIS, TO AVOID CONFLICT & INTERFERENCE WITH NORMAL BUILDINGOPERATIONS.12.BEFORE COMMENCING WORK THE CONTRACTORS SHALL NOTIFY THE OWNER OF ANYAREAS THAT HAVE NOT BEEN SATISFACTORILY COMPLETED BY THE OWNER AND/ORTHE PREVIOUS TENANT TO MEET THE BASE BUILDING REQUIREMENTS (DUCTWORK,CONDITION OF SLAB, CONDITION OF CORE & DEMISING WALLS, UTILITY HOOK-UPS,ELECTRICAL PANELS, ETC.).13.THE CONTRACTOR SHALL NOT ACCEPT INSTRUCTION FROM PERSONNEL WITHOUTVERIFICATION FROM THE ARCHITECT AND/OR OWNER. CONTRACTOR WILL BE LIABLEFOR ANY EXPENSE CAUSED BY THE EXECUTION OF SUCH WORK WITHOUT SUCHVERIFICATION & FOR THE EXPENSES CAUSED BY ITS REMOVAL OR CORRECTION.14.GREAT CARE SHALL BE EXERCISED TO ASSURE THAT THE BUILDING SHALL BEPROTECTED FROM DAMAGE THAT COULD OCCUR BECAUSE OF THIS/HER WORK &CONTRACTORS SHALL PROVIDE PROTECTION FOR EXISTING AREAS & NEW WORKAREAS. ANY DAMAGES DUE TO THIS/HER WORK OR ACCIDENTS SHALL BE REPAIRED,REPLACED, OR PATCHED AT THE DISCRETION OF THE OWNER AND/OR ARCHITECT THECONTRACTOR SHALL BEAR FINANCIAL RESPONSIBILITY FOR SUCH DAMAGE & ANYWORK UNDERTAKEN TO CORRECT IT.15.THE CONTRACTOR SHALL EXERCISE GREAT CARE IN PROTECTING ALL MATERIALSEXISTING ON THE JOB FROM DAMAGE & SHALL MAINTAIN PROTECTION FOR ALLTRAFFIC AREAS OF THE BUILDING TO BE USED DURING THE EXECUTION OF WORKRELATING TO THIS/HER CONTACT WITH THE UNDERSTANDING THAT THE CONTRACTORWILL RECTIFY ANY DAMAGE ATTRIBUTABLE TO HIS/HER OPERATIONS.16.CONTRACTOR SHALL SUBMIT SHOP DRAWINGS FOR MISCELLANEOUS STEEL WORK, ALLWOODWORK, DOORS, FRAMES, HARDWARE, FINISHES & SUCH WORK AS MAY BESPECIFICALLY REQUESTED IN THE CONTRACT DOCUMENTS TO THE ARCHITECT FORWRITTEN APPROVAL. SHOP DRAWINGS SHALL SHOW ALL DIMENSIONS & CONDITIONS &SHALL BE SUBMITTED IN ELECTRONIC FORM. WHEN THE ARCHITECT REQUIRES THEREVISION & RESUBMITTAL OF SHOP DRAWINGS. SUCH RESUBMITTAL SHALL OCCURWITHIN ONE (1) WEEK OF NOTIFICATION OF SUCH REQUIREMENT.17.ALL WORK SHALL BE PERFORMED BY SKILLED & QUALIFIED WORKMEN IN ACCORDANCEWITH THE BEST PRACTICES OF THE TRADES INVOLVED. CARE SHALL BE TAKEN TOENSURE COMPLIANCE WITH BUILDING REGULATIONS AND/OR GOVERNMENTAL LAWS,STATUTES, OR ORDINANCES CONCERNING THE USE OF UNION LABOR.18.ALL MATERIALS SHALL BE NEW, UNUSED & OF THE HIGHEST QUALITY IN EVERYRESPECT UNLESS OTHERWISE NOTED.19.ALL WORK SHALL BE ERECTED & INSTALLED PLUMB, LEVEL, SQUARE & TRUE & INPROPER ALIGNMENT.20.MANUFACTURED MATERIALS & EQUIPMENT SHALL BE INSTALLED IN ACCORDANCE WITHTHE MANUFACTURER'S RECOMMENDATIONS & INSTRUCTIONS UNLESS OTHERWISENOTED.21.WORK IS TO BE PERFORMED IN ACCORDANCE WITH THE RULES & REGULATIONS OFGOVERNMENTAL AGENCIES HAVING JURISDICTION & SHALL CONFORM TO ALL CITY,COUNTY, STATE & FEDERAL CONSTRUCTION, SAFETY & SANITARY LAWS, CODES,STATUTES & ORDINANCES. ANY DISCREPANCIES, VARIATIONS, OR OMISSIONS IN THECONTRACT DOCUMENTS SHALL BE REPORTED PROMPTLY TO THE ARCHITECT INWRITING.22.ALL FEES, TAXES, PERMITS, APPLICATIONS & CERTIFICATES OF INSPECTION & THEFILING OF ALL WORK WITH GOVERNMENTAL AGENCIES SHALL BE THE RESPONSIBILITYOF THE GENERAL CONTRACTOR.23.TIME IS OF THE ESSENCE & THE CONTRACTOR SHALL KEEP SUFFICIENT WORKMEN ONTHE JOB SITE AT ALL TIMES TO PERFORM THE WORK IN THE MOST EXPEDITIOUSMANNER CONSISTENT WITH GOOD WORKMANSHIP, SOUND BUSINESS PRACTICE & THEBEST INTERESTS OF THE OWNER.24.SHOULD THE OWNER REQUEST WORK TO BE PERFORMED ON PREMIUM TIME ABOVE &BEYOND THAT IMPLIED BY THE CONTRACT DOCUMENTS, THE OWNER SHALL GIVEWRITTEN NOTICE & THE CONTRACTOR SHALL COMPLY THEREWITH.25.IT IS EXPECTED THAT SUFFICIENT LABOR WILL BE PROVIDED SO THAT ACTIVITY FORANY GIVEN TRADE WILL NOT BE LIMITED TO ONLY ONE PART OF THE TOTAL WORKAREA.26.EACH TRADE WILL BE EXPECTED TO PROCEED IN A FASHION THAT WILL NOT DELAY ORDETAIN THE TRADE FOLLOWING THEM.27.ALL WORK SHALL BE COMPLETED FOR THE AGREED CONTRACT PRICE WITHOUTRECOURSE TO LABOR STOPPAGES OR REVISIONS OF GOVERNING REGULATIONS, LAWS& CODES ABOUT WHICH THE CONTRACTOR COULD HAVE REASONABLY BEEN EXPECTEDTO HAVE HAD FOREWARNING & TO HAVE MADE APPROPRIATE CONTINGENCY PLANSPRIOR TO THE SIGNING OF THE CONTRACT.28.THE CONTRACTOR SHALL NOT PROCEED WITH ANY ADDITIONAL WORK OR CHANGESFOR WHICH HE EXPECTS ADDITIONAL COMPENSATION BEYOND THE CONTRACTAMOUNT WITHOUT WRITTEN AUTHORIZATION FROM THE OWNER OR ARCHITECTFAILURE TO OBTAIN SUCH AUTHORIZATION SHALL INVALIDATE ANY CLAIM FOR SUCHEXTRA COMPENSATION.29.CUTTING, CHASING, DRILLING, OR DEMOLITION OF WALLS, SLABS, ETC. REQUIRING THEUSE OF JACK HAMMERS OR OTHER HEAVY HAND OR POWER TOOLS SHALL BEPERFORMED AFTER REGULAR BUSINESS HOURS ON AN OVERTIME BASIS UNLESS THELANDLORD & ANY AFFECTED TENANTS EXPRESSLY PERMIT IT, IN WRITTEN FORM.30.ALL WORK & MATERIALS SHALL BE GUARANTEED AGAINST DEFECTS IN DESIGN,WORKMANSHIP & MATERIALS FOR A PERIOD OF AT LEAST ONE (1) YEAR FROM THEOWNERS APPROVAL FOR FINAL PAYMENT.31.EACH CONTRACTOR SHALL AT ALL TIMES KEEP THE PREMISES FREE OFACCUMULATIONS OF WASTE MATERIALS OR RUBBISH CAUSED BY HIS/HER OPERATIONSOR THE OPERATIONS OF THE OWNERS SEPARATE CONTRACTORS. CONTRACTOR SHALLCONFINE HIS/HER OPERATIONS FOR REMOVAL TO SUCH METHODS AS MAY BEAGREEABLE TO THE OWNER. THE PROJECT SHALL BE LEFT CLEAN & CLEAR TO THESATISFACTION OF THE OWNER AND /OR ARCHITECT & THE DISPOSITION OF ALLSALVAGED MATERIALS IS TO BE CLEARED WITH THE OWNER PRIOR TO REMOVAL.PREMISES TO BE SWEPT CLEAN OF RELATED CONSTRUCTION DEBRIS DAILY.32.DURING THE COURSE OF CONSTRUCTION, INSTALLATION LOCATIONS SHALL BERECORDED TO SCALE IN CONTRASTING INK ON THE DRAWINGS FOR ALL RUNS OFMECHANICAL & ELECTRICAL WORK INCLUDING SITE UTILITIES & CONCEALEDDEVIATIONS FROM THE DRAWINGS. UPON COMPLETION OF THE PROJECT, INCLUDINGTHE PUNCH LIST, THIS/HER INFORMATION SHALL BE TRANSFERRED TO ELECTRONICMEDIA (PDF FORMAT) THIS/HER SET SHALL BE MARKED "AS BUILT SET" & RETURNED TOTHE OWNER WITH ONE (1) HARDCOPY & (1) DISK TO THE OWNER33.IT IS INTENDED THAT EACH CONTRACTOR PROVIDE A COMPLETE JOB & ANY OMISSIONSIN THESE NOTES OR IN THE OUTLINE OF WORK SHALL NOT BE CONSTRUED ASRELIEVING THE CONTRACTOR OF SUCH RESPONSIBILITIES AS ARE IMPLIED BY THESCOPE OF THE WORK EXCEPT FOR ITEMS SPECIFICALLY NOTED.34.SHOULD ANY PORTION OF THE CONTRACT DOCUMENTS PROVE TO BE, FOR WHATEVERREASONS, UNENFORCEABLE, SUCH UN-ENFORCEABILITY SHALL NOT EXTEND TO THEREMAINDER OF THE CONTRACT NOR SHALL IT VOID ANY OTHER PROVISION OF THECONTRACT UNLESS IT BE SHOWN THAT THE CONTRACT OR THE PROVISIONS THEREOFARE DEPENDENT UPON THE UNENFORCEABLE PARTS FOR THEIR MEANING.35.THROUGHOUT THE DURATION OF THE PROJECT EACH CONTRACTOR SHALL REFRAINFROM ACTIONS THAT COULD LEAD TO THE FILING OF A CLAIM OF LIEN AGAINST THEOWNER BY SUB-CONTRACTORS OR SUPPLIERS OF LABOR, MATERIALS, SERVICES, OREQUIPMENT OR ANY OTHER INDIVIDUAL, COMPANY, OR ENTITY SO ENTITLED UNDERGOVERNING LAWS & REGULATIONS UNLESS HE CAN SHOW REASONABLE & JUSTIFIABLECAUSE. APPROVAL FOR FINAL PAYMENT SHALL BE CONTINGENT UPON THE GENERALCONTRACTOR'S OBTAINING & FURNISHING TO THE OWNER SIGNED RELEASES FROMSUCH INDIVIDUALS, COMPANIES, OR ENTITIES.36.PROVIDE IN-WALL WOOD BLOCKING AS REQUIRED AT ALL LOCATIONS WHERE ANYITEMS ARE ATTACHED OR MOUNTED TO WALLS OR CEILINGS, INCLUDING BUT NOTLIMITED TO ALL MILLWORK, SHELVES, VIDEO DISPLAYS, WHITE BOARDS, ETC.37.CONTRACTOR SHALL PROVIDE BARRIERS, WARNING SIGNS, LIGHTS, ETC. AS REQUIREDMAINTAINING A HIGH LEVEL OF TEMPERED SAFETY IN AREAS ADJACENT TO THE SITE.38.THE CONTRACTOR IS REQUIRED TO COORDINATE SPECIAL INSPECTIONS WITH THESPECIAL INSPECTOR SELECTED BY THE OWNER/ARCHITECT AND IS RESPONSIBLE TOCOMPLY WITH ALL SPECIAL INSPECTION REQUIREMENTS. THE CONTRACTOR SHALLNOTIFY THE ARCHITECT & CORRECT ANY DEVIATION OR DEFICIENCIES FOUND BY THESPECIAL INSPECTOR IMMEDIATELY.39.THE DRAWINGS, SPECIFICATIONS, & OTHER DOCUMENTS FOR THIS PROJECT AREINTENDED TO CONVEY THE DESIGN INTENT OF THE PROJECT. THE DRAWINGS AREREPRESENTATIONAL IN NATURE & MAY NOT REFLECT ALL ITEMS NECESSARY TOPROVIDE A COMPLETE INSTALLATION. THE CONTRACTOR WILL COMPLETE THE SCOPEOF THE PROJECT IN COMPLIANCE WITH THE OWNER & DESIGN TEAM INTENT. ALLCONTRACTORS & SUB-CONTRACTORS ARE RESPONSIBLE FOR COMPLIANCE WITH ALLINFORMATION IN THE CONSTRUCTION DOCUMENTS. SHOULD THE CONTRACTOR FINDDISCREPANCIES OR OMISSIONS IN THE CONSTRUCTION DOCUMENTS OR BE IN DOUBTAS TO THE INTENT THEREOF, THE CONTRACTOR SHALL IMMEDIATELY OBTAINCLARIFICATION FROM THE ARCHITECT PRIOR TO SUBMITTING A PROPOSAL FOR THEWORK.GENERAL NOTES:GENERAL DEMOLITION NOTES:1.IF ANY TRADE SUSPECTS THEY HAVE ENCOUNTERED HAZARDOUS MATERIALS, THEYSHALL STOP WORK IMMEDIATELY & NOTIFY THE ARCHITECT & THE OWNER.2.THE GENERAL CONTRACTOR IS RESPONSIBLE FOR TESTING ANY ADDITIONALQUESTIONABLE MATERIALS ON THE PROJECT.3.SUBCONTRACTORS ARE REQUIRED TO PROVIDE A LIST OF ALL MATERIALS THAT ARE OFA SUSPICIOUS NATURE & REQUIRE TESTING.4.HAZARDOUS MATERIAL REMOVAL, INCLUDING BUT NOT LIMITED TO MOLD, ASBESTOS &LEAD SHALL BE PERFORMED BY A LICENSED ABATEMENT CONTRACTOR. ALLABATEMENT WORK SHALL BE IN COMPLIANCE WITH ALL APPLICABLE LAWS,REGULATIONS & AUTHORITIES HAVING JURISDICTION.HAZARDOUS MATERIAL NOTES:1.PROTECT EXISTING WALLS, FLOORS & ANY OTHER ELEMENTS TO REMAIN DURINGDEMOLITION. THE CONTRACTOR IS RESPONSIBLE FOR ANY AND ALL DAMAGED CAUSED.2.THE REMOVALS ON THESE DRAWINGS SHALL NOT BE CONSTRUED TO INDICATE THEFULL EXTENT OF DEMOLITION REQUIRED. CONTRACTOR SHALL REFER TO ALL TRADESFOR EXTENT OF DEMOLITION / REMOVAL SCOPE OF WORK. THE SCOPE OF WORKPROVIDES THE GENERAL CONCEPT OF THE REMOVALS REQUIRED.3.ALL DEMOLISHED MATERIALS SHALL BE REMOVED FROM THE SITE & DISPOSED OF INSTRICT ACCORDANCE WITH ALL APPLICABLE REGULATIONS & AUTHORITIES HAVINGJURISDICTION, UNLESS NOTED OTHERWISE.4.DEMOLITION CONTRACTOR TO PROVIDE DUMPSTERS & MEANS OF MATERIAL REMOVALFROM SITE IN ACCORDANCE WITH ALL APPLICABLE REGULATIONS & AUTHORITIESHAVING JURISDICTION.5.DEMOLITION CONTRACTOR TO CARRY FORTH DAILY CLEAN UP OF THE SITE.6.DEMOLITION CONTRACTOR TO PROVIDE PROOF OF INSURANCE TO ARCHITECT &OWNER PRIOR TO STARTING WORK EFFORTS.7.DEMOLITION CONTRACTOR IS RESPONSIBLE FOR CONTINUOUS ON SITE SUPERVISIONOF DEMOLITION WORK.8.DEMOLITION CONTRACTOR SHALL SHORE & BRACE ANY FLOOR OR WALL SYSTEMINVOLVED IN SUBSTANTIAL DEMOLITION THAT COULD AFFECT THE STRUCTURALINTEGRITY OF THE BUILDING.9.REMOVE ANY & ALL UNUSED SCREWS, CLIPS, FASTENERS, ETC. FROM WALL, CEILINGOR FLOOR. PATCH & PREP ALL HOLES FOR NEW FINISH MATERIAL10.ANY ITEM NOT SPECIFICALLY CALLED OUT TO BE REMOVED OR RELOCATED, BUTNECESSARY TO DO AS PART OF THE PROJECT, SHALL BE REMOVED & STORED ON SITEIF REQUIRED. ITEMS SHALL INCLUDE BUT NOT BE LIMITED TO RECESSED & SURFACEMOUNTED HVAC, ELECTRICAL, FIRE ALARM, TELEPHONE, THERMOSTAT, SIGNAGE,PUBLIC ADDRESS, ASSOCIATED OR EXPOSED WIRING, CONDUIT & PIPING OR OTHERDEVICES & EQUIPMENT11.THE ELECTRICAL CONTRACTOR SHALL TURN OFF POWER & DEEM SAFE PRIOR TO THECOMMENCEMENT OF DEMOLITION WORK THAT MAY INCLUDE ELECTRICALCOMPONENTS. DEMOLITION CONTRACTOR TO COORDINATE W/ ELECTRICALCONTRACTOR.12.MECHANICAL, ELECTRICAL & PLUMBING CONTRACTORS ARE RESPONSIBLE FORDISCONNECTION, TERMINATION, REMOVAL & DISPOSAL OF THEIR RESPECTIVE TRADES.EXISTING ELECTRICAL CIRCUITS NOT TO BE REUSED SHALL BE REMOVED BACK TOPANELS. DUCTWORK NOT TO BE REUSED SHALL BE REMOVED BACK TO MAIN. THEGENERAL CONTRACTOR SHALL COORDINATE ALL DEMOLITION WORK AMONGMECHANICAL, ELECTRICAL, AND PLUMBING TRADES. REFER TO SELECTIVEDEMOLITION SPECIFICATION SECTION.13.COORDINATE INSTALLATION & RELOCATION OF NEW & EXISTING WALL & CEILINGMOUNTED ELECTRICAL & EMERGENCY EQUIPMENT INCLUDING BUT NOT LIMITED TO:FIRE ALARM PULL STATIONS, AUDIO & VISUAL ALARMS, FIRE EXTINGUISHERS,EMERGENCY LIGHTING, SWITCHES, OUTLETS, & MECHANICAL CONTROLS.14.PATCH, REPAIR AND PREPARE ALL WALLS AS NECESSARY TO ACCEPT NEW FINISHES.15.PROVIDE FOR CONTINUOUS OPERATION OF ALL BUILDING UTILITIES, INCLUDINGSECURITY, FIRE ALARM AND FIRE SUPPRESSION SYSTEMS DURING THE COURSE OFDEMOLITION WORK.16.ALL DISPLAYS, ARTWORK, SIGNAGE, ETC. TO BE REMOVED & STORED PRIOR TODEMOLITION EFFORTS. COORDINATE REMOVAL & STORAGE W/ HOTEL MANAGER.SCALE:G1012PARTITION/MULLION DETAIL1-1/2"=1'-0"EXISTING WALLS, PARTITIONS, SOFFITS, CEILINGS, ELEMENTS, ETC. MAYNOT BE LEVEL, PLUMB, SQUARE, OR TRUE BASED ON INFORMATION BASEDON SURVEY & REPORT BY CTL ENGINEERS & CONSTRUCTION TECHNOLOGYCONSULTANTS, PC PROVIDED BY CASCADE PLAZA LLC. ALL CONTRACTORSSHALL VERIFY EXISTING CONDITIONS PRIOR TO CONSTRUCTION & MAKENECESSARY ADJUSTMENTS IN THE FIELD TO ACCOMMODATE EXISTINGCONDITIONS & ELEMENTS THAT ARE NOT LEVEL, PLUMB, SQUARE, OR TRUE.
SPSPECIFICATIONSARCHITECT2495 Main Street, Suite 434Buffalo, New York 14214Phone (716) 836-1522Fax (716) 832-0119www.bhnt.comVISION. INSPIRATION. PERFORMANCE.CONSULTANT TEAM:Mechanical / Electrical / Plumbing /Fire Protection:3556 Lake Shore Road, Suite 500, Buffalo, New York 14219Phone: (716) 827-8000 Fax: (716) 826-7958SCALE:PROJECT NUMBER:DATE:DRAWN BY:AS NOTEDREVISIONSNO.DATEDESCRIPTIONBYIt is a violation of Section 7209, Subdivision 2, ofthe New York State Law for any persons, unlessacting under the direction of a Licensed Architector Professional Engineer, to alter in any way,plans, specifications, or reports to which the sealof a licensed Architect or Professional Engineerhas been applied.SHEET TITLE:REVISED:SHEET NUMBER:Cosmetic RepairsPROJECT / LOCATION:21800022 JUNE 2018218000 G102 SPECS.DWG
6/22/2018 10:19 AMG102 OWNER/CLIENT:130 East Seneca StreetIthaca, NY 148502421 Main Street, Buffalo, New York 14214Phone: (716) 228-4180Construction Management:350 Essjay Road, Suite 101Williamsville, NY 14221CASCADE PLAZALLC ITHACASPECIFICATIONSSECTION 02 4100 DEMOLITIONPART 3 EXECUTION1.01GENERAL PROCEDURES AND PROJECT CONDITIONSA.COMPLY WITH APPLICABLE CODES AND REGULATIONS FOR DEMOLITION OPERATIONSAND SAFETY OF ADJACENT STRUCTURES AND THE PUBLIC.1.OBTAIN REQUIRED PERMITS.2.TAKE PRECAUTIONS TO PREVENT CATASTROPHIC OR UNCONTROLLED COLLAPSEOF STRUCTURES TO BE REMOVED; DO NOT ALLOW WORKER OR PUBLIC ACCESSWITHIN RANGE OF POTENTIAL COLLAPSE OF UNSTABLE STRUCTURES.3.PROVIDE, ERECT, AND MAINTAIN TEMPORARY BARRIERS AND SECURITY DEVICES.4.CONDUCT OPERATIONS TO MINIMIZE EFFECTS ON AND INTERFERENCE WITHADJACENT STRUCTURES AND OCCUPANTS.5.DO NOT CLOSE OR OBSTRUCT ROADWAYS OR SIDEWALKS WITHOUT PERMIT.6.CONDUCT OPERATIONS TO MINIMIZE OBSTRUCTION OF PUBLIC AND PRIVATEENTRANCES AND EXITS; DO NOT OBSTRUCT REQUIRED EXITS AT ANY TIME;PROTECT PERSONS USING ENTRANCES AND EXITS FROM REMOVAL OPERATIONS.7.OBTAIN WRITTEN PERMISSION FROM OWNERS OF ADJACENT PROPERTIES WHENDEMOLITION EQUIPMENT WILL TRAVERSE, INFRINGE UPON OR LIMIT ACCESS TOTHEIR PROPERTY.B.DO NOT BEGIN REMOVAL UNTIL RECEIPT OF NOTIFICATION TO PROCEED FROMOWNER.1.02SELECTIVE DEMOLITION FOR ALTERATIONSA.DRAWINGS SHOWING EXISTING CONSTRUCTION AND UTILITIES ARE BASED ON CASUALFIELD OBSERVATION AND EXISTING RECORD DOCUMENTS ONLY.1.VERIFY THAT CONSTRUCTION AND UTILITY ARRANGEMENTS ARE AS INDICATED.2.REPORT DISCREPANCIES TO ARCHITECT BEFORE DISTURBING EXISTINGINSTALLATION.3.BEGINNING OF DEMOLITION WORK CONSTITUTES ACCEPTANCE OF EXISTINGCONDITIONS THAT WOULD BE APPARENT UPON EXAMINATION PRIOR TO STARTINGDEMOLITION.B.REMOVE EXISTING WORK AS INDICATED AND AS REQUIRED TO ACCOMPLISH NEWWORK.C.SERVICES (INCLUDING BUT NOT LIMITED TO HVAC, PLUMBING, ELECTRICAL, ANDTELECOMMUNICATIONS): REMOVE EXISTING SYSTEMS AND EQUIPMENT ASINDICATED.1.MAINTAIN EXISTING ACTIVE SYSTEMS THAT ARE TO REMAIN IN OPERATION;MAINTAIN ACCESS TO EQUIPMENT AND OPERATIONAL COMPONENTS.2.WHERE EXISTING ACTIVE SYSTEMS SERVE OCCUPIED FACILITIES BUT ARE TO BEREPLACED WITH NEW SERVICES, MAINTAIN EXISTING SYSTEMS IN SERVICE UNTILNEW SYSTEMS ARE COMPLETE AND READY FOR SERVICE.3.VERIFY THAT ABANDONED SERVICES SERVE ONLY ABANDONED FACILITIES BEFOREREMOVAL.4.REMOVE ABANDONED PIPE, DUCTS, CONDUITS, AND EQUIPMENT, INCLUDINGTHOSE ABOVE ACCESSIBLE CEILINGS; REMOVE BACK TO SOURCE OF SUPPLYWHERE POSSIBLE, OTHERWISE CAP STUB AND TAG WITH IDENTIFICATION.D.PROTECT EXISTING WORK TO REMAIN.1.PREVENT MOVEMENT OF STRUCTURE; PROVIDE SHORING AND BRACING IFNECESSARY.2.PERFORM CUTTING TO ACCOMPLISH REMOVALS NEATLY AND AS SPECIFIED FORCUTTING NEW WORK.3.REPAIR ADJACENT CONSTRUCTION AND FINISHES DAMAGED DURING REMOVALWORK.4.PATCH AS SPECIFIED FOR PATCHING NEW WORK.1.03DEBRIS AND WASTE REMOVALA.REMOVE DEBRIS, JUNK, AND TRASH FROM SITE.B.LEAVE SITE IN CLEAN CONDITION, READY FOR SUBSEQUENT WORK.SECTION 03 5416 HYDRAULIC CEMENT UNDERLAYMENTPART 1 GENERAL1.01SUMMARYA.THIS SECTION INCLUDES A SELF-LEVELING UNDERLAYMENT THAT CONSISTS OF ABLEND OF PORTLAND CEMENT AND OTHER HYDRAULIC CEMENTS AND POLYMERSTHAT IS USED TO LEVEL AND SMOOTH INTERIOR CONCRETE, TERRAZZO,WELL-BONDED CERAMIC & QUARRY TILE, EPOXY COATING SYSTEMS, WOOD, METALAND PROPERLY PREPARED, NON-WATER-SOLUBLE ADHESIVE RESIDUE ON CONCRETEPRIOR TO THE INSTALLATION OF FINISH FLOORING ON ALL GRADE LEVELS.1.$5'(;.35(0,806(/)/(9(/,1*81'(5/$<0(172.$5'(;335,0(53.$5'(;38/75$35,0(4.$5'(;(368%675$7(35(3$5$7,21(32;<35,0(55.$5'(;(5(6,/,(17(08/6,211.03REFERENCESA.ASTM C109M, COMPRESSIVE STRENGTH AIR-CURE ONLYB.ASTM C348, FLEXURAL STRENGTH OF HYDRAULIC-CEMENT MORTARSC.ASTM F2170, RELATIVE HUMIDITY IN CONCRETE FLOOR SLABS USING IN SITU PROBESD.ASTM F710 - STANDARD PRACTICE FOR PREPARING CONCRETE FLOORS TO RECEIVERESILIENT FLOORING1.04SUBMITTALSA.PRODUCT DATA: SUBMIT MANUFACTURER'S PRODUCT DATA AND INSTALLATIONINSTRUCTIONS FOR EACH MATERIAL AND PRODUCT USED. INCLUDE MANUFACTURER'SSAFETY DATA SHEETS.B.QUALIFICATION DATA: FOR INSTALLER1.05QUALITY ASSURANCEA.INSTALLATION OF THE ARDEX PRODUCT MUST BE COMPLETED BY A)$&725<75$,1('$33/,&$72568&+$6$1$5'(;/(9(/0$67(5(/,7(&+2,&(CONTRACTOR OR INSTALL SUBSTRATE PREP CERTIFIED INSTALLER, USING MIXINGEQUIPMENT AND TOOLS APPROVED BY THE MANUFACTURER. CONTACT ARDEXENGINEERED CEMENTS (724) 203-5000 FOR A LIST OF RECOMMENDED INSTALLERS.B.PRODUCT MUST HAVE A HYDRAULIC CEMENT-BASED INORGANIC BINDER CONTENT ASTHE PRIMARY BINDER WHICH INCLUDES PORTLAND CEMENT PER ASTM C150:STANDARD SPECIFICATION FOR PORTLAND CEMENT AND OTHER SPECIALTYHYDRAULIC CEMENTS. GYPSUM-BASED PRODUCTS ARE NOT ACCEPTABLE.C.MANUFACTURER EXPERIENCE: PROVIDE PRODUCTS OF THIS SECTION BY COMPANIESWHICH HAVE SUCCESSFULLY SPECIALIZED IN PRODUCTION OF THIS TYPE OF WORKFOR NOT LESS THAN 10 YEARS. CONTACT MANUFACTURER REPRESENTATIVE PRIORTO INSTALLATION.1.06WARRANTYA.$5'(;.,167$//('$63$572)$)/2256<67(06+$//%(,167$//(',1CONJUNCTION WITH THE RECOMMENDED ARDEX TILE & STONE INSTALLATIONMATERIALS OR WW HENRY FLOORING ADHESIVE, AS APPROPRIATE, TO PROVIDE THEARDEX SYSTEMONE 5- OR 10-YEAR COMPREHENSIVE WARRANTY, DEPENDING ON THESYSTEM INSTALLED.1.07DELIVERY, STORAGE AND HANDLINGA.DELIVER PRODUCTS IN ORIGINAL PACKAGING, LABELED WITH PRODUCTIDENTIFICATION, MANUFACTURER, BATCH NUMBER AND SHELF LIFE.B.6725(352'8&76,1$'5<$5($:,7+7(03(5$785(0$,17$,1('%(7:((1$1') $1' & $1'3527(&7)520',5(&7681/,*+7C.HANDLE PRODUCTS IN ACCORDANCE WITH MANUFACTURER'S PRINTEDRECOMMENDATIONS.1.08PROJECT CONDITIONSA.'2127,167$//0$7(5,$/%(/2:) & 685)$&($1'$,57(03(5$785(6THESE TEMPERATURES MUST ALSO BE MAINTAINED DURING AND FOR 48 HOURSAFTER THE INSTALLATION OF PRODUCTS INCLUDED IN THIS SECTION. INSTALLQUICKLY IF THE SUBSTRATE IS WARM AND FOLLOW WARM WEATHER INSTRUCTIONSAVAILABLE FROM THE ARDEX TECHNICAL SERVICE DEPARTMENT.PART 2 PRODUCTS2.01 HYDRAULIC CEMENT UNDERLAYMENTA.HYDRAULIC CEMENT-BASED SELF-LEVELING UNDERLAYMENT1.$5'(;. 0$18)$&785('%<$5'(;(1*,1((5('&(0(176a.PRIMER:1.1.67$1'$5'$%625%(17&21&5(7( $5'(;335,0(51.2.EXTREMELY ABSORBENT CONCRETE: MAY REQUIRE TWO APPLICATIONS2)$5'(;3720,1,0,=(7+(327(17,$/)253,1+2/(6)250,1*,1THE ARDEX K 15.2.PERFORMANCE AND PHYSICAL PROPERTIES: MEET OR EXCEED THE FOLLOWING9$/8(6)250$7(5,$/&85('$7)) && $1'RELATIVE HUMIDITY:a.APPLICATION: BARREL MIX OR PUMPb.FLOW TIME: 10 MINUTESc.WALKABLE: 2 TO 3 HOURSd.COMPRESSIVE STRENGTH: 5,500 PSI (385 KG/CM2) AT 28 DAYS, ASTM C109M.e.FLEXURAL STRENGTH: 1,200 PSI (84 KG/CM2) AT 28 DAYS, ASTM C348.f.VOC: 02.02 WATERA.WATER SHALL BE CLEAN, POTABLE, AND SUFFICIENTLY COOL (NOT WARMER THAN) PART 3 EXECUTION3.01 PREPARATIONA.GENERAL: PREPARE SUBSTRATE IN ACCORDANCE WITH MANUFACTURER'SINSTRUCTIONS.1.CONCRETE:a.PRIOR TO PROCEEDING PLEASE REFER TO ASTM F710 STANDARD PRACTICEFOR PREPARING CONCRETE FLOORS TO RECEIVE RESILIENT FLOORING. ALLCONCRETE SUBFLOORS MUST BE SOUND, SOLID, CLEAN, AND FREE OF ALL OIL,GREASE, DIRT, CURING COMPOUNDS AND ANY SUBSTANCE THAT MIGHT ACTAS A BOND BREAKER BEFORE PRIMING. MECHANICALLY CLEAN IF NECESSARYUSING SHOT BLASTING OR OTHER. ACID ETCHING AND THE USE OF SWEEPINGCOMPOUNDS AND SOLVENTS ARE NOT ACCEPTABLE.b.SUBSTRATES SHALL BE INSPECTED IN ACCORDANCE WITH ASTM F2170 ANDCORRECTED FOR MOISTURE OR ANY OTHER CONDITIONS THAT COULD AFFECTTHE PERFORMANCE OF THE UNDERLAYMENT OR THE FINISHED FLOORCOVERING. FOR AREAS WHERE MOISTURE VAPOR EMISSIONS EXCEED THEREQUIRED LIMITS REFER TO SECTION 09 05 61.13, MOISTURE VAPOR EMISSIONCONTROL AND INSTALL THE APPROPRIATE ARDEX MOISTURE CONTROLSYSTEM.B.CRACK AND JOINT PREPARATION:1.MOVING JOINTS AND MOVING CRACKS - HONOR ALL EXPANSION, ISOLATION JOINTSAND MOVING CRACKS UP THROUGH THE UNDERLAYMENT. A FLEXIBLE SEALING&203281'68&+$6$5'(;$5',6($/5$3,'3/866(0,5,*,'-2,176($/$17MAY BE INSTALLED.2.SAW CUTS, DORMANT CONTROL JOINTS AND DORMANT CRACKS - FILL ALL'250$17&21752/-2,176$1''250$17&5$&.6:,7+$5'(;$5',),;/2:VISCOSITY RIGID POLYURETHANE CRACK & JOINT REPAIR OR ARDEX FEATHER),1,6+6(/)'5<,1*&(0(17%$6('),1,6+81'(5/$<0(17$65(&200(1'('BY THE MANUFACTURER.E.ADHESIVE RESIDUES ON CONCRETE MUST FIRST BE TESTED TO MAKE CERTAIN THEYARE NOT WATER-SOLUBLE. WATER-SOLUBLE ADHESIVES MUST BE COMPLETELYMECHANICALLY REMOVED DOWN TO CLEAN CONCRETE. NON-WATER-SOLUBLEADHESIVES SHOULD BE PREPARED TO A THIN, WELL-BONDED RESIDUE USING THEWET-SCRAPING TECHNIQUE AS RECOMMENDED BY THE RESILIENT FLOOR COVERINGINSTITUTE (WWW.RFCI.COM). THE PREPARED RESIDUE SHOULD APPEAR AS NOTHINGMORE THAN A TRANSPARENT STAIN ON THE CONCRETE AFTER SCRAPING.$33/,&$7,212)$5'(;.A.EXAMINE SUBSTRATES AND CONDITIONS UNDER WHICH MATERIALS WILL BEINSTALLED. DO NOT PROCEED WITH INSTALLATION UNTIL UNSATISFACTORYCONDITIONS ARE CORRECTED.B.COORDINATE INSTALLATION WITH ADJACENT WORK TO ENSURE PROPER SEQUENCEOF CONSTRUCTION. PROTECT ADJACENT AREAS FROM CONTACT DUE TO MIXING ANDHANDLING OF MATERIALS.C.PRIMING:1.PRIMER FOR STANDARD ABSORBENT CONCRETE SUBFLOORS: DILUTE ARDEX P 511:1 WITH WATER AND APPLY EVENLY WITH A SOFT PUSH BROOM. DO NOT LEAVEANY BARE SPOTS. REMOVE ALL PUDDLES AND EXCESS PRIMER. ALLOW TO DRY TOA CLEAR, THIN FILM (MIN. 3 HOURS, MAX. 24 HOURS). UNDERLAYMENT SHALL NOTBE APPLIED UNTIL THE PRIMER IS DRY.2.PRIMER FOR EXTREMELY ABSORBENT CONCRETE SUBFLOORS: MAKE AN INITIALAPPLICATION OF ARDEX P 51 MIXED WITH 3 PARTS WATER USING A SOFT PUSHBROOM. DO NOT LEAVE ANY BARE SPOTS. REMOVE ALL PUDDLES AND EXCESSPRIMER. ALLOW TO DRY THOROUGHLY (1 TO 3 HOURS) BEFORE PROCEEDING WITHTHE STANDARD APPLICATION OF PRIMER AS DESCRIBED ABOVE FOR STANDARDABSORBENT CONCRETE.D.MIXING: COMPLY WITH MANUFACTURER'S PRINTED INSTRUCTIONS AND THEFOLLOWING.1.ADD 7 QUARTS (6.6 L) OF CLEAN POTABLE WATER PER 55 LB. (25 KG) BAG. FOR$33/,&$7,21629(5:22'$1'0(7$/7+($'',7,212)$5'(;(5(6,/,(17EMULSION IS REQUIRED TO INCREASE THE RESILIENCY OF THE ARDEX K 15. INTHESE CASES, MIX 2 QUARTS (1.9 L) OF ARDEX E 25 WITH 6 QUARTS (5.68 L) OFWATER FOR EACH BAG OF ARDEX K 15.2.0,;86,1*$ò 00 +($9<'87<'5,// 0,1530 :,7+$1$5'(;7MIXING PADDLE. DO NOT OVERWATER.3.$**5(*$7(0,; )25$5($672%(,167$//('29(5ò &0 7+,&.$**5(*$7(0$<%($''('725('8&(0$7(5,$/&26760,;$5'(;.:,7+WATER FIRST, THEN ADD 1 PART AGGREGATE BY VOLUME OF WASHED,WELL-GRADED 1/8" TO 3/8" (3 TO 9.5 MM) PEA GRAVEL. THE AGGREGATE SIZE MUSTNOT EXCEED 1/3 THE DEPTH OF THE POUR. DO NOT USE SAND. NOTE: THEADDITION OF AGGREGATE WILL DIMINISH THE WORKABILITY OF THE PRODUCT ANDMAY MAKE IT NECESSARY TO INSTALL A FINISH COAT TO OBTAIN A SMOOTHSURFACE. ALLOW THE INITIAL APPLICATION TO DRY FOR 12 TO 16 HOURS, ANDTHEN PRIME THIS LAYER WITH ARDEX P 51 MIXED 1: 1 WITH WATER. ALLOW THEPRIMER TO DRY (MIN. 3 HOURS, MAX. 24 HOURS) BEFORE INSTALLING THE NEATCOAT OF ARDEX K 15.4.)253803,167$//$7,216$5'(;.6+$//%(0,;('86,1*7+($5'(;$5',)/2$8720$7,&0,;,1*38036&217$&77+($5'(;7(&+1,&$/6(59,&(DEPARTMENT (888) 512-7339 FOR COMPLETE PUMP OPERATION INSTRUCTIONS.E.APPLICATION: COMPLY WITH MANUFACTURER'S PRINTED INSTRUCTIONS AND THEFOLLOWING:1.32852538037+(/,48,'$5'(;.$1'635($',1723/$&(:,7+7+(ARDEX T-4 SPREADER. IMMEDIATELY USE THE ARDEX T-5 SMOOTHER TO SMOOTHTHE SURFACE. WEAR NON-METALLIC CLEATS TO AVOID LEAVING MARKS IN THE/,48,'$5'(;.F.CURING$5'(;.&$1%(:$/.('21,1+285602,6785(,16(16,7,9(7,/(668&+AS CERAMIC, QUARRY AND PORCELAIN CAN BE INSTALLED AFTER 6 HOURS. ALL27+(5),1,6+)/225&29(5,1*6&$1%(,167$//('$)7(5+2856$7) & )255(6,12866<67(0668&+$6(32;<$1'32/<85(7+$1()/2256PLEASE CONTACT THE ARDEX TECHNICAL SERVICES DEPARTMENT.3.03 FIELD QUALITY CONTROLA.WHERE SPECIFIED, FIELD SAMPLING OF THE ARDEX UNDERLAYMENT IS TO BE DONEBY TAKING AN ENTIRE UNOPENED BAG OF THE PRODUCT BEING INSTALLED TO ANINDEPENDENT TESTING FACILITY TO PERFORM COMPRESSIVE STRENGTH TESTING INACCORDANCE WITH ASTM C 109/MODIFIED: AIR-CURE ONLY. THERE ARE NO IN SITUTEST PROCEDURES FOR THE EVALUATION OF COMPRESSIVE STRENGTH.3.04 PROTECTIONA.PRIOR TO THE INSTALLATION OF THE FINISH FLOORING, THE SURFACE OF THEUNDERLAYMENT SHOULD BE PROTECTED FROM ABUSE BY OTHER TRADES BY THEUSE OF PLYWOOD, MASONITE OR OTHER SUITABLE PROTECTION COURSE.SECTION 06 1000 ROUGH CARPENTRYPART 1 GENERAL1.01SECTION INCLUDESA.STRUCTURAL DIMENSION LUMBER FRAMING.B.NON-STRUCTURAL DIMENSION LUMBER FRAMING.C.MISCELLANEOUS FRAMING AND SHEATHING.D.CONCEALED WOOD BLOCKING, NAILERS, AND SUPPORTS.E.MISCELLANEOUS WOOD NAILERS, FURRING, AND GROUNDS.PART 2 PRODUCTS2.01GENERAL REQUIREMENTSA.DIMENSION LUMBER: COMPLY WITH PS 20 AND REQUIREMENTS OF SPECIFIEDGRADING AGENCIES.1.IF NO SPECIES IS SPECIFIED, PROVIDE ANY SPECIES GRADED BY THE AGENCYSPECIFIED; IF NO GRADING AGENCY IS SPECIFIED, PROVIDE LUMBER GRADED BYANY GRADING AGENCY MEETING THE SPECIFIED REQUIREMENTS.2.GRADING AGENCY: ANY GRADING AGENCY WHOSE RULES ARE APPROVED BY THEBOARD OF REVIEW, AMERICAN LUMBER STANDARD COMMITTEE (WWW.ALSC.ORG)AND WHO PROVIDES GRADING SERVICE FOR THE SPECIES AND GRADE SPECIFIED;PROVIDE LUMBER STAMPED WITH GRADE MARK UNLESS OTHERWISE INDICATED.2.02DIMENSION LUMBER FOR CONCEALED APPLICATIONSA.SIZES: NOMINAL SIZES AS INDICATED ON DRAWINGS, S4S.B.MOISTURE CONTENT: S-DRY OR MC19.C.MISCELLANEOUS FRAMING, BLOCKING, NAILERS, GROUNDS, AND FURRING:1.LUMBER: S4S, NO. 2 OR STANDARD GRADE.2.BOARDS: STANDARD OR NO. 3.2.03CONSTRUCTION PANELSA.WALL SHEATHING: PLYWOOD, PS 1, GRADE C-D, EXPOSURE I.B.OTHER APPLICATIONS:1.PLYWOOD CONCEALED FROM VIEW BUT LOCATED WITHIN EXTERIOR ENCLOSURE:PS 1, C-C PLUGGED OR BETTER, EXTERIOR GRADE.2.PLYWOOD EXPOSED TO VIEW BUT NOT EXPOSED TO WEATHER: PS 1, A-D, ORBETTER.3.OTHER LOCATIONS: PS 1, C-D PLUGGED OR BETTER.2.04ACCESSORIESA.FASTENERS AND ANCHORS:1.METAL AND FINISH: HOT-DIPPED GALVANIZED STEEL COMPLYING WITH ASTMA153/A153M FOR HIGH HUMIDITY AND PRESERVATIVE-TREATED WOOD LOCATIONS,UNFINISHED STEEL ELSEWHERE.B.SILL GASKET: 1/4 INCH (6 MM) THICK, PLATE WIDTH, CLOSED CELL PLASTIC FOAMFROM CONTINUOUS ROLLS.PART 3 EXECUTION3.01INSTALLATION - GENERALA.SELECT MATERIAL SIZES TO MINIMIZE WASTE.B.REUSE SCRAP TO THE GREATEST EXTENT POSSIBLE; CLEARLY SEPARATE SCRAP FORUSE ON SITE AS ACCESSORY COMPONENTS, INCLUDING: SHIMS, BRACING, ANDBLOCKING.3.02FRAMING INSTALLATIONA.SET STRUCTURAL MEMBERS LEVEL, PLUMB, AND TRUE TO LINE. DISCARD PIECESWITH DEFECTS THAT WOULD LOWER REQUIRED STRENGTH OR RESULT INUNACCEPTABLE APPEARANCE OF EXPOSED MEMBERS.B.MAKE PROVISIONS FOR TEMPORARY CONSTRUCTION LOADS, AND PROVIDETEMPORARY BRACING SUFFICIENT TO MAINTAIN STRUCTURE IN TRUE ALIGNMENT ANDSAFE CONDITION UNTIL COMPLETION OF ERECTION AND INSTALLATION OFPERMANENT BRACING.C.INSTALL STRUCTURAL MEMBERS FULL LENGTH WITHOUT SPLICES UNLESSOTHERWISE SPECIFICALLY DETAILED.D.COMPLY WITH MEMBER SIZES, SPACING, AND CONFIGURATIONS INDICATED, ANDFASTENER SIZE AND SPACING INDICATED, BUT NOT LESS THAN REQUIRED BYAPPLICABLE CODES AND AWC (WFCM) WOOD FRAME CONSTRUCTION MANUAL.E.CONSTRUCT DOUBLE JOIST HEADERS AT FLOOR AND CEILING OPENINGS AND UNDERWALL STUD PARTITIONS THAT ARE PARALLEL TO FLOOR JOISTS; USE METAL JOISTHANGERS UNLESS OTHERWISE DETAILED.F.FRAME WALL OPENINGS WITH TWO OR MORE STUDS AT EACH JAMB; SUPPORTHEADERS ON CRIPPLE STUDS.3.03BLOCKING, NAILERS, AND SUPPORTSA.PROVIDE FRAMING AND BLOCKING MEMBERS AS INDICATED OR AS REQUIRED TOSUPPORT FINISHES, FIXTURES, SPECIALTY ITEMS, AND TRIM.B.IN METAL STUD WALLS, PROVIDE CONTINUOUS BLOCKING AROUND DOOR ANDWINDOW OPENINGS FOR ANCHORAGE OF FRAMES, SECURELY ATTACHED TO STUDFRAMING.C.IN WALLS, PROVIDE BLOCKING ATTACHED TO STUDS AS BACKING AND SUPPORT FORWALL-MOUNTED ITEMS, UNLESS ITEM CAN BE SECURELY FASTENED TO TWO OR MORESTUDS OR OTHER METHOD OF SUPPORT IS EXPLICITLY INDICATED.3.04INSTALLATION OF CONSTRUCTION PANELSA.WALL SHEATHING: SECURE WITH LONG DIMENSION PERPENDICULAR TO WALL STUDS,WITH ENDS OVER FIRM BEARING AND STAGGERED, USING NAILS, SCREWS, ORSTAPLES.SECTION 06 2000 FINISH CARPENTRYPART 1 GENERAL1.01REFERENCE STANDARDSA.AWI (QCP) - QUALITY CERTIFICATION PROGRAM; CURRENT EDITION ATWWW.AWIQCP.ORG.B.AWI/AWMAC/WI (AWS) - ARCHITECTURAL WOODWORK STANDARDS; 2014.C.PS 1 - STRUCTURAL PLYWOOD; 2009.D.PS 20 - AMERICAN SOFTWOOD LUMBER STANDARD; 2015.1.02QUALITY ASSURANCEA.FABRICATOR QUALIFICATIONS: COMPANY SPECIALIZING IN FABRICATING THEPRODUCTS SPECIFIED IN THIS SECTION WITH MINIMUM FIVE YEARS OF DOCUMENTEDEXPERIENCE.1.ACCREDITED PARTICIPANT IN THE SPECIFIED CERTIFICATION PROGRAM PRIOR TOTHE COMMENCEMENT OF FABRICATION AND THROUGHOUT THE DURATION OF THEPROJECT.B.QUALITY CERTIFICATION:1.COMPLY WITH AWI (QCP) WOODWORK ASSOCIATION QUALITY CERTIFICATIONSERVICE/PROGRAM IN ACCORDANCE WITH REQUIREMENTS FOR WORK SPECIFIEDIN THIS SECTION.2.PROVIDE LABELS OR CERTIFICATES INDICATING THAT THE WORK COMPLIES WITHAWI/AWMAC/WI (AWS) OR AWMAC/WI (NAAWS) REQUIREMENTS FOR GRADE ORGRADES SPECIFIED.3.PROVIDE DESIGNATED LABELS ON SHOP DRAWINGS AS REQUIRED BYCERTIFICATION PROGRAM.4.PROVIDE DESIGNATED LABELS ON INSTALLED PRODUCTS AS REQUIRED BYCERTIFICATION PROGRAM.5.SUBMIT CERTIFICATIONS UPON COMPLETION OF INSTALLATION THAT VERIFIESTHIS WORK IS IN COMPLIANCE WITH SPECIFIED REQUIREMENTS.1.03DELIVERY, STORAGE, AND HANDLINGA.PROTECT WORK FROM MOISTURE DAMAGE.PART 2 PRODUCTS2.01FINISH CARPENTRY ITEMSA.QUALITY STANDARD: PREMIUM GRADE, IN ACCORDANCE WITH AWI/AWMAC/WI (AWS)OR AWMAC/WI (NAAWS), UNLESS NOTED OTHERWISE.2.02WOOD-BASED COMPONENTSA.WOOD FABRICATED FROM OLD GROWTH TIMBER IS NOT PERMITTED.2.03LUMBER MATERIALSA.SOFTWOOD LUMBER: MAXIMUM MOISTURE CONTENT OF 6 PERCENT; WITH VERTICALGRAIN, OF QUALITY SUITABLE FOR TRANSPARENT FINISH.B.HARDWOOD LUMBER: MAXIMUM MOISTURE CONTENT OF 6 PERCENT; WITH VERTICALGRAIN, OF QUALITY SUITABLE FOR TRANSPARENT FINISH.2.04SHEET MATERIALSA.SOFTWOOD PLYWOOD, NOT EXPOSED TO VIEW: ANY FACE SPECIES, MEDIUM DENSITYFIBERBOARD CORE; PS 1 GRADE A-B, GLUE TYPE AS RECOMMENDED FORAPPLICATION.B.SOFTWOOD PLYWOOD, EXPOSED TO VIEW: FACE SPECIES AS INDICATED, PLAINSAWN, MEDIUM DENSITY FIBERBOARD CORE; PS 1 GRADE A-B, GLUE TYPE ASRECOMMENDED FOR APPLICATION.2.05PLASTIC LAMINATE MATERIALSA.PLASTIC LAMINATE: NEMA LD 3, HGS; COLOR AS SELECTED BY ARCHITECT; FINISH ASSELECTED.2.06FABRICATIONA.SHOP ASSEMBLE WORK FOR DELIVERY TO SITE, PERMITTING PASSAGE THROUGHBUILDING OPENINGS.B.CAP EXPOSED PLASTIC LAMINATE FINISH EDGES WITH MATERIAL OF SAME FINISH ANDPATTERN.C.WHEN NECESSARY TO CUT AND FIT ON SITE, PROVIDE MATERIALS WITH AMPLEALLOWANCE FOR CUTTING. PROVIDE TRIM FOR SCRIBING AND SITE CUTTING.D.APPLY PLASTIC LAMINATE FINISH IN FULL UNINTERRUPTED SHEETS CONSISTENT WITHMANUFACTURED SIZES. FIT CORNERS AND JOINTS HAIRLINE; SECURE WITHCONCEALED FASTENERS. SLIGHTLY BEVEL ARISES. LOCATE COUNTER BUTT JOINTSMINIMUM 2 FEET (600 MM) FROM SINK CUT-OUTS.PART 3 EXECUTION3.01INSTALLATIONA.INSTALL WORK IN ACCORDANCE WITH AWI/AWMAC/WI (AWS) OR AWMAC/WI (NAAWS)REQUIREMENTS FOR GRADE INDICATED.B.SET AND SECURE MATERIALS AND COMPONENTS IN PLACE, PLUMB AND LEVEL.C.CAREFULLY SCRIBE WORK ABUTTING OTHER COMPONENTS, WITH MAXIMUM GAPS OF1/32 INCH (0.79 MM). DO NOT USE ADDITIONAL OVERLAY TRIM TO CONCEAL LARGERGAPS.3.02TOLERANCESA.MAXIMUM VARIATION FROM TRUE POSITION: 1/16 INCH (1.6 MM).B.MAXIMUM OFFSET FROM TRUE ALIGNMENT WITH ABUTTING MATERIALS: 1/32 INCH(0.79 MM).SECTION 06 4100 ARCHITECTURAL WOOD CASEWORKPART 1 GENERAL1.01QUALITY ASSURANCEA.QUALITY CERTIFICATION:1.COMPLY WITH AWI (QCP) WOODWORK ASSOCIATION QUALITY CERTIFICATIONSERVICE/PROGRAM IN ACCORDANCE WITH REQUIREMENTS FOR WORK SPECIFIEDIN THIS SECTION.2.PROVIDE LABELS OR CERTIFICATES INDICATING THAT THE INSTALLED WORKCOMPLIES WITH AWI/AWMAC/WI (AWS) OR AWMAC/WI (NAAWS) REQUIREMENTSFOR GRADE OR GRADES SPECIFIED.PART 2 PRODUCTS2.01CABINETSA.QUALITY STANDARD: PREMIUM GRADE, IN ACCORDANCE WITH AWI/AWMAC/WI (AWS)OR AWMAC/WI (NAAWS), UNLESS NOTED OTHERWISE.B.PLASTIC LAMINATE FACED CABINETS: CUSTOM GRADE.2.02WOOD-BASED COMPONENTSA.WOOD FABRICATED FROM OLD GROWTH TIMBER IS NOT PERMITTED.2.03LAMINATE MATERIALSA.HIGH PRESSURE DECORATIVE LAMINATE (HPDL): NEMA LD 3, TYPES ASRECOMMENDED FOR SPECIFIC APPLICATIONS.B.PROVIDE SPECIFIC TYPES AS INDICATED.1.HORIZONTAL SURFACES: HGS, 0.048 INCH (1.22 MM) NOMINAL THICKNESS.2.VERTICAL SURFACES: VGS, 0.028 INCH (0.71 MM) NOMINAL THICKNESS.3.CABINET LINER: CLS, 0.020 INCH (0.51 MM) NOMINAL THICKNESS.2.04COUNTERTOPSA.PLASTIC LAMINATE COUNTERTOPS: MEDIUM DENSITY FIBERBOARD SUBSTRATECOVERED WITH HPDL, CONVENTIONALLY FABRICATED AND SELF-EDGE BANDED.2.05ACCESSORIESA.FASTENERS: SIZE AND TYPE TO SUIT APPLICATION.2.06HARDWAREA.ADJUSTABLE SHELF SUPPORTS: STANDARD SIDE-MOUNTED SYSTEM USINGRECESSED METAL SHELF STANDARDS OR MULTIPLE HOLES FOR PIN SUPPORTS ANDCOORDINATED SELF RESTS, POLISHED CHROME OR SATIN CHROME FINISH, FORNOMINAL 1 INCH (25 MM) SPACING ADJUSTMENTS.B.DRAWER AND DOOR PULLS: "U" SHAPED WIRE PULL, STEEL WITH SATIN FINISH, 4 INCHCENTERS ("U" SHAPED WIRE PULL, STEEL WITH SATIN FINISH, 100 MM CENTERS).C.DRAWER SLIDES:1.MANUFACTURERS:a.GRANT NO. 246, NYLON BALL BEARING SLIDES; LOAD CAPACITY 50 PONDS PERPAIR..D.HINGES: EUROPEAN STYLE CONCEALED SELF-CLOSING TYPE, STEEL WITH POLISHEDFINISH.1.MANUFACTURERS:a.STANLEY NO. 1511.2.07FABRICATIONA.ASSEMBLY: SHOP ASSEMBLE CABINETS FOR DELIVERY TO SITE IN UNITS EASILYHANDLED AND TO PERMIT PASSAGE THROUGH BUILDING OPENINGS.B.PLASTIC LAMINATE: APPLY PLASTIC LAMINATE FINISH IN FULL UNINTERRUPTEDSHEETS CONSISTENT WITH MANUFACTURED SIZES. FIT CORNERS AND JOINTSHAIRLINE; SECURE WITH CONCEALED FASTENERS. SLIGHTLY BEVEL ARISES. LOCATECOUNTER BUTT JOINTS MINIMUM 2 FEET (600 MM) FROM SINK CUT-OUTS.C.MATCHING WOOD GRAIN: COMPLY WITH REQUIREMENTS OF QUALITY STANDARD FORSPECIFIED GRADED.PROVIDE CUTOUTS FOR PLUMBING FIXTURES. VERIFY LOCATIONS OF CUTOUTS FROMON-SITE DIMENSIONS. PRIME PAINT CUT EDGES.2.08SHOP FINISHINGA.FINISH WORK IN ACCORDANCE WITH AWI/AWMAC/WI (AWS) OR AWMAC/WI (NAAWS),SECTION 5 - FINISHING FOR GRADE SPECIFIED AND AS FOLLOWS:PART 3 EXECUTION3.01INSTALLATIONA.INSTALL WORK IN ACCORDANCE WITH AWI/AWMAC/WI (AWS) OR AWMAC/WI (NAAWS)REQUIREMENTS FOR GRADE INDICATED.B.SET AND SECURE CUSTOM CABINETS IN PLACE, ASSURING THAT THEY ARE RIGID,PLUMB, AND LEVEL.SECTION 08 1213 HOLLOW METAL FRAMESPART 1 GENERAL1.01SECTION INCLUDESA.NON-FIRE-RATED HOLLOW METAL FRAMES FOR NON-HOLLOW METAL DOORS.B.FIRE-RATED HOLLOW METAL FRAMES FOR NON-HOLLOW METAL DOORS.C.INTERIOR GLAZED BORROWED LITE FRAMES.1.02RELATED REQUIREMENTSA.SECTION 08 7100 - DOOR HARDWARE: HARDWARE, SILENCERS, ANDWEATHERSTRIPPING.B.SECTION 08 8000 - GLAZING: GLAZED BORROWED LITES.1.03QUALITY ASSURANCEA.MANUFACTURER QUALIFICATIONS: COMPANY SPECIALIZING IN MANUFACTURINGPRODUCTS SPECIFIED IN THIS SECTION, WITH NOT LESS THAN THREE YEARS OFDOCUMENTED EXPERIENCE.1.PROVIDE HOLLOW METAL FRAMES FROM SDI CERTIFIED MANUFACTURER.PART 2 PRODUCTS2.01DESIGN CRITERIAA.DOOR FRAME TYPE: PROVIDE HOLLOW METAL DOOR FRAMES WITH INTEGRALCASINGS.B.STEEL USED FOR FABRICATION OF FRAMES SHALL COMPLY WITH ONE OR MORE OFTHE FOLLOWING REQUIREMENTS; GALVANNEALED STEEL CONFORMING TO ASTMA653/A653M, COLD-ROLLED STEEL CONFORMING TO ASTM A1008/A1008M, ORHOT-ROLLED PICKLED AND OILED (HRPO) STEEL CONFORMING TO ASTM A1011/A1011M,COMMERCIAL STEEL (CS) TYPE B FOR EACH.C.ACCESSIBILITY: COMPLY WITH ICC A117.1 AND ADA STANDARDS.D.COMBINED REQUIREMENTS: IF A PARTICULAR DOOR AND FRAME UNIT IS INDICATEDTO COMPLY WITH MORE THAN ONE TYPE OF REQUIREMENT, COMPLY WITH THESPECIFIED REQUIREMENTS FOR EACH TYPE; FOR INSTANCE, AN EXTERIOR FRAMETHAT IS ALSO INDICATED AS BEING SOUND-RATED MUST COMPLY WITH THEREQUIREMENTS SPECIFIED FOR EXTERIOR FRAMES AND FOR SOUND-RATED FRAMES;WHERE TWO REQUIREMENTS CONFLICT, COMPLY WITH THE MOST STRINGENT.E.HARDWARE PREPARATIONS, SELECTIONS AND LOCATIONS: COMPLY WITH BHMAA156.115, NAAMM HMMA 830, NAAMM HMMA 831 OR ANSI/SDI A250.8 (SDI-100) INACCORDANCE WITH SPECIFIED REQUIREMENTS.F.ZINC COATING FOR UNITS SUBJECT TO CORROSIVE CONDITIONS: COMPONENTSZINC-COATED (GALVANIZED) AND/OR ZINC-IRON ALLOY-COATED (GALVANNEALED) BYTHE HOT-DIP PROCESS IN ACCORDANCE WITH ASTM A653/A653M, WITHMANUFACTURER'S STANDARD COATING THICKNESS, UNLESS NOTED OTHERWISE.G.FRAMES FOR INTERIOR GLAZING OR BORROWED LITES: CONSTRUCTION AND FACEDIMENSIONS TO MATCH DOOR FRAMES, AND AS INDICATED ON DRAWINGS.H.FRAMES IN MASONRY WALLS: SIZE TO SUIT MASONRY COURSING WITH HEAD MEMBER4 INCH HIGH (102 MM) TO FILL OPENING WITHOUT CUTTING MASONRY UNITS.I.FRAMES WIDER THAN 48 INCH (1219 MM): REINFORCE WITH STEEL CHANNEL FITTEDTIGHTLY INTO HEAD OF FRAME, FLUSH WITH TOP.2.02HOLLOW METAL DOOR FRAMES WITH INTEGRAL CASINGSA.FRAME FINISH: FACTORY FINISHED.B.EXTERIOR DOOR FRAMES: KNOCK-DOWN TYPE.1.BASED ON SDI STANDARDS: ANSI/SDI A250.8 (SDI-100).a.LEVEL 2 - HEAVY-DUTY.b.FRAME METAL THICKNESS: 16 GAGE, 0.053 INCH (1.3 MM), MINIMUM.2.WEATHERSTRIPPING: REFER TO SECTION 08 7100.C.INTERIOR DOOR FRAMES, NON-FIRE RATED: KNOCK-DOWN TYPE.1.BASED ON SDI STANDARDS: ANSI/SDI A250.8 (SDI-100).a.LEVEL 1 - STANDARD-DUTY.b.FRAME METAL THICKNESS: 18 GAGE, 0.042 INCH (1.0 MM), MINIMUM.D.FIRE-RATED DOOR FRAMES: KNOCK-DOWN TYPE.1.BASED ON SDI STANDARDS: ANSI/SDI A250.8 (SDI-100).a.LEVEL 2 - HEAVY-DUTY.b.FRAME METAL THICKNESS: 16 GAGE, 0.053 INCH (1.3 MM), MINIMUM.2.FIRE RATING: AS INDICATED ON DOOR AND FRAME SCHEDULE, TESTED INACCORDANCE WITH UL 10C OR NFPA 252 ("POSITIVE PRESSURE FIRE TESTS").3.PROVIDE UNITS LISTED AND LABELED BY ITS (DIR) OR UL (DIR).a.ATTACH FIRE RATING LABEL TO EACH FIRE RATED UNIT.2.03FINISHESA.PRIMER: RUST-INHIBITING, COMPLYING WITH ANSI/SDI A250.10, DOORMANUFACTURER'S STANDARD.2.04ACCESSORIESA.SILENCERS: RESILIENT RUBBER, FITTED INTO DRILLED HOLE; 3 ON STRIKE SIDE OFSINGLE DOOR, 3 ON CENTER MULLION OF PAIRS, AND 2 ON HEAD OF PAIRS WITHOUTCENTER MULLIONS.PART 3 EXECUTION3.01INSTALLATIONA.INSTALL FRAMES IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS ANDRELATED REQUIREMENTS OF SPECIFIED FRAME STANDARDS OR CUSTOM GUIDELINESINDICATED.B.INSTALL FIRE RATED UNITS IN ACCORDANCE WITH NFPA 80.C.COORDINATE FRAME ANCHOR PLACEMENT WITH WALL CONSTRUCTION.D.COMPLY WITH GLAZING INSTALLATION REQUIREMENTS OF SECTION 08 8000.E.INSTALL DOOR HARDWARE AS SPECIFIED IN SECTION 08 7100.SECTION 08 1416 FLUSH WOOD DOORSPART 1 GENERAL1.01SECTION INCLUDESA.FLUSH WOOD DOORS; FLUSH AND FLUSH GLAZED CONFIGURATION; FIRE-RATED ANDNON-RATED.1.02REFERENCE STANDARDSA.AWI (QCP) - QUALITY CERTIFICATION PROGRAM; CURRENT EDITION ATWWW.AWIQCP.ORG.B.AWI/AWMAC/WI (AWS) - ARCHITECTURAL WOODWORK STANDARDS; 2014.C.AWMAC/WI (NAAWS) - NORTH AMERICAN ARCHITECTURAL WOODWORK STANDARDS,U.S. VERSION 3.0; 2016.D.NFPA 80 - STANDARD FOR FIRE DOORS AND OTHER OPENING PROTECTIVES; 2016.1.03QUALITY ASSURANCEA.QUALITY CERTIFICATION:1.COMPLY WITH AWI (QCP) WOODWORK ASSOCIATION QUALITY CERTIFICATIONSERVICE/PROGRAM IN ACCORDANCE WITH REQUIREMENTS FOR WORK SPECIFIEDIN THIS SECTION.2.PROVIDE LABELS OR CERTIFICATES INDICATING THAT THE INSTALLED WORKCOMPLIES WITH AWI/AWMAC/WI (AWS) OR AWMAC/WI (NAAWS) REQUIREMENTSFOR GRADE OR GRADES SPECIFIED.3.PROVIDE DESIGNATED LABELS ON INSTALLED PRODUCTS AS REQUIRED BYCERTIFICATION PROGRAM.PART 2 PRODUCTS2.01DOORS AND PANELSA.DOORS:1.QUALITY STANDARD: CUSTOM GRADE, HEAVY DUTY PERFORMANCE, INACCORDANCE WITH AWI/AWMAC/WI (AWS) OR AWMAC/WI (NAAWS), UNLESS NOTEDOTHERWISE.2.WOOD VENEER FACED DOORS: 5-PLY UNLESS OTHERWISE INDICATED.2.02DOOR AND PANEL CORESA.FIRE-RATED DOORS: MINERAL CORE TYPE, WITH FIRE RESISTANT COMPOSITE CORE(FD), PLIES AND FACES AS INDICATED ABOVE; WITH CORE BLOCKING AS REQUIRED TOPROVIDE ADEQUATE ANCHORAGE OF HARDWARE WITHOUT THROUGH-BOLTING.2.03FACTORY FINISHING - WOOD VENEER DOORSA.FINISH WORK IN ACCORDANCE WITH AWI/AWMAC/WI (AWS) OR AWMAC/WI (NAAWS),SECTION 5 - FINISHING FOR GRADE SPECIFIED.PART 3 EXECUTION3.01INSTALLATIONA.INSTALL DOORS IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS ANDSPECIFIED QUALITY STANDARD.1.INSTALL FIRE-RATED DOORS IN ACCORDANCE WITH NFPA 80 REQUIREMENTS.B.FACTORY-FINISHED DOORS: DO NOT FIELD CUT OR TRIM; IF FIT OR CLEARANCE ISNOT CORRECT, REPLACE DOOR.C.USE MACHINE TOOLS TO CUT OR DRILL FOR HARDWARE.D.COORDINATE INSTALLATION OF DOORS WITH INSTALLATION OF FRAMES ANDHARDWARE.3.02ADJUSTINGA.ADJUST DOORS FOR SMOOTH AND BALANCED DOOR MOVEMENT.B.ADJUST CLOSERS FOR FULL CLOSURE.SECTION 08 4313 ALUMINUM-FRAMED STOREFRONTSPART 1 GENERAL1.01SECTION INCLUDESA.ALUMINUM-FRAMED STOREFRONT, WITH VISION GLASS.B.ALUMINUM DOORS AND FRAMES.C.WEATHERSTRIPPING.D.DOOR HARDWARE.1.02FIELD CONDITIONSA.DO NOT INSTALL SEALANTS WHEN AMBIENT TEMPERATURE IS LESS THAN 40 DEGREESF (5 DEGREES C). MAINTAIN THIS MINIMUM TEMPERATURE DURING AND 48 HOURSAFTER INSTALLATION.1.03WARRANTYA.PROVIDE FIVE YEAR MANUFACTURER WARRANTY AGAINST FAILURE OF GLASS SEALON INSULATING GLASS UNITS, INCLUDING INTERPANE DUSTING OR MISTING. INCLUDEPROVISION FOR REPLACEMENT OF FAILED UNITS.PART 2 PRODUCTS2.01STOREFRONTA.ALUMINUM-FRAMED STOREFRONT: FACTORY FABRICATED, FACTORY FINISHEDALUMINUM FRAMING MEMBERS WITH INFILL, AND RELATED FLASHINGS, ANCHORAGEAND ATTACHMENT DEVICES.1.GLAZING RABBET: FOR 1 INCH (25 MM) INSULATING GLAZING.2.GLAZING POSITION: CENTERED (FRONT TO BACK).3.FINISH: CLASS I CLEAR ANODIZED.a.FACTORY FINISH ALL SURFACES THAT WILL BE EXPOSED IN COMPLETEDASSEMBLIES.4.FABRICATION: JOINTS AND CORNERS FLUSH, HAIRLINE, AND WEATHERPROOF,ACCURATELY FITTED AND SECURED; PREPARED TO RECEIVE ANCHORS ANDHARDWARE; FASTENERS AND ATTACHMENTS CONCEALED FROM VIEW;REINFORCED AS REQUIRED FOR IMPOSED LOADS.5.CONSTRUCTION: ELIMINATE NOISES CAUSED BY WIND AND THERMAL MOVEMENT,PREVENT VIBRATION HARMONICS, AND PREVENT "STACK EFFECT" IN INTERNALSPACES.6.SYSTEM INTERNAL DRAINAGE: DRAIN TO THE EXTERIOR BY MEANS OF A WEEPDRAINAGE NETWORK ANY WATER ENTERING JOINTS, CONDENSATION OCCURRINGIN GLAZING CHANNEL, AND MIGRATING MOISTURE OCCURRING WITHIN SYSTEM.7.EXPANSION/CONTRACTION: PROVIDE FOR EXPANSION AND CONTRACTION WITHINSYSTEM COMPONENTS CAUSED BY CYCLING TEMPERATURE RANGE OF 170DEGREES F (95 DEGREES C) OVER A 12 HOUR PERIOD WITHOUT CAUSINGDETRIMENTAL EFFECT TO SYSTEM COMPONENTS, ANCHORAGES, AND OTHERBUILDING ELEMENTS.8.MOVEMENT: ALLOW FOR MOVEMENT BETWEEN STOREFRONT AND ADJACENTCONSTRUCTION, WITHOUT DAMAGE TO COMPONENTS OR DETERIORATION OFSEALS.9.PERIMETER CLEARANCE: MINIMIZE SPACE BETWEEN FRAMING MEMBERS ANDADJACENT CONSTRUCTION WHILE ALLOWING EXPECTED MOVEMENT.B.PERFORMANCE REQUIREMENTS:1.WIND LOADS: DESIGN AND SIZE COMPONENTS TO WITHSTAND THE SPECIFIEDLOAD REQUIREMENTS WITHOUT DAMAGE OR PERMANENT SET, WHEN TESTED INACCORDANCE WITH ASTM E330/E330M, USING LOADS 1.5 TIMES THE DESIGN WINDLOADS AND 10 SECOND DURATION OF MAXIMUM LOAD.a.DESIGN WIND LOADS: COMPLY WITH REQUIREMENTS OF ASCE 7.b.MEMBER DEFLECTION: LIMIT MEMBER DEFLECTION TO FLEXURE LIMIT OFGLASS IN ANY DIRECTION, WITH FULL RECOVERY OF GLAZING MATERIALS.2.WATER PENETRATION RESISTANCE: NO UNCONTROLLED WATER ON INTERIORFACE, WHEN TESTED IN ACCORDANCE WITH ASTM E331 AT PRESSUREDIFFERENTIAL OF 8 PSF (390 PA).3.AIR LEAKAGE: MAXIMUM OF 0.06 CU FT/MIN SQ FT (0.3 L/SEC SQ M) OF WALL AREA,WHEN TESTED IN ACCORDANCE WITH ASTM E283 AT 6.27 PSF (300 PA) PRESSUREDIFFERENTIAL ACROSS ASSEMBLY.2.02COMPONENTSA.ALUMINUM FRAMING MEMBERS: TUBULAR ALUMINUM SECTIONS, THERMALLY BROKENWITH INTERIOR SECTION INSULATED FROM EXTERIOR, DRAINAGE HOLES ANDINTERNAL WEEP DRAINAGE SYSTEM.1.GLAZING STOPS: FLUSH.B.GLAZING: AS SPECIFIED IN SECTION 08 8000.C.SWING DOORS: GLAZED ALUMINUM.1.THICKNESS: 1-3/4 INCHES (43 MM).2.STILES AND RAILS: MATCH EXISTING.3.FINISH: SAME AS STOREFRONT.2.03MATERIALSA.EXTRUDED ALUMINUM: ASTM B221 (ASTM B221M).B.FASTENERS: STAINLESS STEEL.C.GLAZING GASKETS: TYPE TO SUIT APPLICATION TO ACHIEVE WEATHER, MOISTURE,AND AIR INFILTRATION REQUIREMENTS.2.04FINISHESA.CLASS I COLOR ANODIZED FINISH: AAMA 611 AA-M12C22A42 INTEGRALLY COLOREDANODIC COATING NOT LESS THAN 0.7 MILS (0.018 MM) THICK.2.05HARDWAREA.FOR EACH DOOR, INCLUDE WEATHERSTRIPPING, SILL SWEEP STRIP, THRESHOLD, ANDHARDWARE AS SPECIFIED ON DRAWINGS..B.WEATHERSTRIPPING: WOOL PILE, CONTINUOUS AND REPLACEABLE; PROVIDE ON ALLDOORS.C.SILL SWEEP STRIPS: RESILIENT SEAL TYPE, RETRACTING, OF NEOPRENE; PROVIDE ONALL DOORS.D.THRESHOLD: EXTRUDED ALUMINUM, ONE PIECE PER DOOR OPENING, RIBBEDSURFACE; PROVIDE ON ALL DOORS.PART 3 EXECUTION3.01INSTALLATIONA.INSTALL WALL SYSTEM IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS.B.ATTACH TO STRUCTURE TO PERMIT SUFFICIENT ADJUSTMENT TO ACCOMMODATECONSTRUCTION TOLERANCES AND OTHER IRREGULARITIES.C.PROVIDE ALIGNMENT ATTACHMENTS AND SHIMS TO PERMANENTLY FASTEN SYSTEMTO BUILDING STRUCTURE.D.ALIGN ASSEMBLY PLUMB AND LEVEL, FREE OF WARP OR TWIST. MAINTAIN ASSEMBLYDIMENSIONAL TOLERANCES, ALIGNING WITH ADJACENT WORK.E.PROVIDE THERMAL ISOLATION WHERE COMPONENTS PENETRATE OR DISRUPTBUILDING INSULATION.F.INSTALL SILL FLASHINGS. TURN UP ENDS AND EDGES; SEAL TO ADJACENT WORK TOFORM WATER TIGHT DAM.G.WHERE FASTENERS PENETRATE SILL FLASHINGS, MAKE WATERTIGHT BY SEATINGAND SEALING FASTENER HEADS TO SILL FLASHING.H.PACK FIBROUS INSULATION IN SHIM SPACES AT PERIMETER OF ASSEMBLY TOMAINTAIN CONTINUITY OF THERMAL BARRIER.I.SET THRESHOLDS IN BED OF SEALANT AND SECURE.J.INSTALL HARDWARE USING TEMPLATES PROVIDED.K.INSTALL GLASS IN ACCORDANCE WITH SECTION 08 8000, USING GLAZING METHODREQUIRED TO ACHIEVE PERFORMANCE CRITERIA.L.TOUCH-UP MINOR DAMAGE TO FACTORY APPLIED FINISH; REPLACE COMPONENTSTHAT CANNOT BE SATISFACTORILY REPAIRED.3.02FIELD QUALITY CONTROLA.SEE SECTION 01 4000 - QUALITY REQUIREMENTS, FOR INDEPENDENT TESTING ANDINSPECTION REQUIREMENTS. INSPECTION WILL MONITOR QUALITY OF INSTALLATIONAND GLAZING.B.TEST INSTALLED STOREFRONT FOR WATER LEAKAGE IN ACCORDANCE WITH AAMA501.2 HOSE TEST.3.03ADJUSTINGA.ADJUST OPERATING HARDWARE AND SASH FOR SMOOTH OPERATION.SECTION 08 7100 DOOR HARDWAREPART 1 GENERAL1.01QUALITY ASSURANCE1.02WARRANTYA.WARRANTY AGAINST DEFECTS IN MATERIAL AND WORKMANSHIP FOR PERIODINDICATED, FROM DATE OF SUBSTANTIAL COMPLETION.1.LOCKSETS AND CYLINDERS: THREE YEARS, MINIMUM.2.OTHER HARDWARE: TWO YEARS, MINIMUM.PART 2 PRODUCTS2.01DESIGN AND PERFORMANCE CRITERIAA.PROVIDE SPECIFIED DOOR HARDWARE AS REQUIRED TO MAKE DOORS FULLYFUNCTIONAL, COMPLIANT WITH APPLICABLE CODES, AND SECURE TO EXTENTINDICATED.B.PROVIDE INDIVIDUAL ITEMS OF SINGLE TYPE, OF SAME MODEL, AND BY SAMEMANUFACTURER.C.PROVIDE DOOR HARDWARE PRODUCTS THAT COMPLY WITH THE FOLLOWINGREQUIREMENTS:1.APPLICABLE PROVISIONS OF FEDERAL, STATE, AND LOCAL CODES.2.ACCESSIBILITY: ADA STANDARDS AND ICC A117.1.3.FIRE-RATED DOORS: NFPA 80, LISTED AND LABELED BY QUALIFIED TESTINGAGENCY FOR FIRE PROTECTION RATINGS INDICATED, BASED ON TESTING ATPOSITIVE PRESSURE IN ACCORDANCE WITH NFPA 252 OR UL 10C.4.HARDWARE ON FIRE-RATED DOORS: LISTED AND CLASSIFIED BY UL (DIR), ITS (DIR),OR TESTING FIRM ACCEPTABLE TO AUTHORITIES HAVING JURISDICTION ASSUITABLE FOR APPLICATION INDICATED.PART 3 EXECUTION3.01INSTALLATIONA.INSTALL HARDWARE IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS ANDAPPLICABLE CODES.B.INSTALL HARDWARE ON FIRE-RATED DOORS AND FRAMES IN ACCORDANCE WITHAPPLICABLE CODES AND NFPA 80.C.USE TEMPLATES PROVIDED BY HARDWARE ITEM MANUFACTURER.D.DOOR HARDWARE MOUNTING HEIGHTS: DISTANCE FROM FINISHED FLOOR TOCENTER LINE OF HARDWARE ITEM.E.SET EXTERIOR DOOR THRESHOLDS WITH FULL-WIDTH BEAD OF ELASTOMERICSEALANT AT EACH POINT OF CONTACT WITH FLOOR PROVIDING A CONTINUOUSWEATHER SEAL; ANCHOR THRESHOLDS WITH STAINLESS STEEL COUNTERSUNKSCREWS.3.02ADJUSTINGA.ADJUST HARDWARE FOR SMOOTH OPERATION.B.ADJUST GASKETING FOR COMPLETE, CONTINUOUS SEAL; REPLACE IF UNABLE TOMAKE COMPLETE SEAL.SECTION 08 8000 GLAZINGPART 1 GENERAL1.01SECTION INCLUDESA.INSULATING GLASS UNITS.B.GLAZING UNITS.C.GLAZING COMPOUNDS AND ACCESSORIES.1.02WARRANTYA.INSULATING GLASS UNITS: PROVIDE A FIVE (5) YEAR MANUFACTURER WARRANTY TOINCLUDE COVERAGE FOR SEAL FAILURE, INTERPANE DUSTING OR MISTING, INCLUDINGPROVIDING PRODUCTS TO REPLACE FAILED UNITS.PART 2 PRODUCTS2.01PERFORMANCE REQUIREMENTS - EXTERIOR GLAZING ASSEMBLIESA.PROVIDE TYPE AND THICKNESS OF EXTERIOR GLAZING ASSEMBLIES TO SUPPORTASSEMBLY DEAD LOADS, AND TO WITHSTAND LIVE LOADS CAUSED BY POSITIVE ANDNEGATIVE WIND PRESSURE ACTING NORMAL TO PLANE OF GLASS.1.COMPLY WITH ASTM E1300 FOR DESIGN LOAD RESISTANCE OF GLASS TYPE,THICKNESS, DIMENSIONS, AND MAXIMUM LATERAL DEFLECTION OF SUPPORTEDGLASS.2.PROVIDE GLASS EDGE SUPPORT SYSTEM SUFFICIENTLY STIFF TO LIMIT THELATERAL DEFLECTION OF SUPPORTED GLASS EDGES TO LESS THAN 1/175 OFTHEIR LENGTHS UNDER SPECIFIED DESIGN LOAD.3.GLASS THICKNESSES LISTED ARE MINIMUM.B.VAPOR RETARDER AND AIR BARRIER SEALS: PROVIDE COMPLETED ASSEMBLIES THATMAINTAIN CONTINUITY OF BUILDING ENCLOSURE VAPOR RETARDER AND AIR BARRIER.1.IN CONJUNCTION WITH VAPOR RETARDER AND JOINT SEALER MATERIALSDESCRIBED IN OTHER SECTIONS.C.THERMAL AND OPTICAL PERFORMANCE: PROVIDE EXTERIOR GLAZING PRODUCTSWITH PERFORMANCE PROPERTIES AS INDICATED. PERFORMANCE PROPERTIES ARE INACCORDANCE WITH MANUFACTURER'S PUBLISHED DATA AS DETERMINED WITH THEFOLLOWING PROCEDURES AND/OR TEST METHODS:1.CENTER OF GLASS U-VALUE: COMPLY WITH NFRC 100 USING LAWRENCEBERKELEY NATIONAL LABORATORY (LBNL) WINDOW 6.3 COMPUTER PROGRAM.2.CENTER OF GLASS SOLAR HEAT GAIN COEFFICIENT (SHGC): COMPLY WITH NFRC200 USING LAWRENCE BERKELEY NATIONAL LABORATORY (LBNL) WINDOW 6.3COMPUTER PROGRAM.3.SOLAR OPTICAL PROPERTIES: COMPLY WITH NFRC 300 TEST METHOD.2.02GLASS MATERIALSA.FLOAT GLASS: PROVIDE FLOAT GLASS BASED GLAZING UNLESS NOTED OTHERWISE.1.HEAT-STRENGTHENED & FULLY TEMPERED TYPES: ASTM C1048, KIND HS AND FT.2.FULLY TEMPERED SAFETY GLASS: COMPLIES WITH ANSI Z97.1 AND 16 CFR 1201CRITERIA.2.03GLAZING UNITSA.TYPE G2 - MONOLITHIC INTERIOR VISION GLAZING:1.APPLICATIONS: INTERIOR GLAZING UNLESS OTHERWISE INDICATED.2.GLASS TYPE: HEAT-STRENGTHENED FLOAT GLASS.3.TINT: CLEAR.4.THICKNESS: 1/4 INCH (6.4 MM), NOMINAL.B.TYPE G3 - MONOLITHIC SAFETY GLAZING: NON-FIRE-RATED.1.APPLICATIONS:a.GLAZED LITES IN DOORS, EXCEPT FIRE DOORS.b.GLAZED SIDELIGHTS TO DOORS, EXCEPT IN FIRE-RATED WALLS ANDPARTITIONS.2.GLASS TYPE: FULLY TEMPERED SAFETY GLASS AS SPECIFIED.3.TINT: CLEAR.4.THICKNESS: 1/4 INCH (6.4 MM), NOMINAL.2.04ACCESSORIESA.SETTING BLOCKS: SILICONE, WITH 80 TO 90 SHORE A DUROMETER HARDNESS; ASTMC864 OPTION II. LENGTH OF 0.1 INCH FOR EACH SQUARE FOOT (25 MM FOR EACHSQUARE METER) OF GLAZING OR MINIMUM 4 INCH (100 MM) X WIDTH OF GLAZINGRABBET SPACE MINUS 1/16 INCH (1.5 MM) X HEIGHT TO SUIT GLAZING METHOD ANDPANE WEIGHT AND AREA.B.GLAZING SPLINES: RESILIENT SILICONE EXTRUDED SHAPE TO SUIT GLAZING CHANNELRETAINING SLOT; ASTM C864 OPTION II; COLOR BLACK.PART 3 EXECUTION3.01INSTALLATION, GENERALA.INSTALL GLAZING IN COMPLIANCE WITH WRITTEN INSTRUCTIONS OF GLASS, GASKETS,AND OTHER GLAZING MATERIAL MANUFACTURERS, UNLESS MORE STRINGENTREQUIREMENTS ARE INDICATED, INCLUDING THOSE IN GLAZING REFERENCEDSTANDARDS.3.02INSTALLATION - DRY GLAZING METHOD (GASKET GLAZING)A.APPLICATION - EXTERIOR AND/OR INTERIOR GLAZED: SET GLAZING INFILLS FROMEITHER THE EXTERIOR OR THE INTERIOR OF THE BUILDING.B.PLACE SETTING BLOCKS AT 1/4 POINTS WITH EDGE BLOCK NO MORE THAN 6 INCH (152MM) FROM CORNERS.C.REST GLAZING ON SETTING BLOCKS AND PUSH AGAINST FIXED STOP WITHSUFFICIENT PRESSURE ON GASKET TO ATTAIN FULL CONTACT.D.INSTALL REMOVABLE STOPS WITHOUT DISPLACING GLAZING GASKET; EXERTPRESSURE FOR FULL CONTINUOUS CONTACT.SECTION 09 2116 GYPSUM BOARD ASSEMBLIESPART 2 PRODUCTS1.01GYPSUM BOARD ASSEMBLIESA.PROVIDE COMPLETED ASSEMBLIES COMPLYING WITH ASTM C840 AND GA-216.1.02METAL FRAMING MATERIALSA.NON-LOADBEARING FRAMING SYSTEM COMPONENTS: ASTM C645; GALVANIZED SHEETSTEEL, OF SIZE AND PROPERTIES NECESSARY TO COMPLY WITH ASTM C754 FOR THESPACING INDICATED, WITH MAXIMUM DEFLECTION OF WALL FRAMING OF L/120 AT 5PSF (L/120 AT 240 PA).1.STUDS: "C" SHAPED WITH FLAT OR FORMED WEBS WITH KNURLED FACES.2.RUNNERS: U SHAPED, SIZED TO MATCH STUDS.B.PARTITION HEAD TO STRUCTURE CONNECTIONS: PROVIDE TRACK FASTENED TOSTRUCTURE WITH LEGS OF SUFFICIENT LENGTH TO ACCOMMODATE DEFLECTION, FORFRICTION FIT OF STUDS CUT SHORT AND SCREWED TO SECONDARY DEFLECTIONCHANNEL SET INSIDE BUT UNATTACHED TO TOP TRACK.C.PREFORMED TOP TRACK FIRESTOP SEAL:1.PROVIDE COMPONENTS UL-LISTED FOR USE IN UL-LISTED FIRE-RATED HEAD OFPARTITION JOINT SYSTEMS OF FIRE RATING AND MOVEMENT REQUIRED.1.03BOARD MATERIALSA.GYPSUM WALLBOARD: PAPER-FACED GYPSUM PANELS AS DEFINED IN ASTMC1396/C1396M; SIZES TO MINIMIZE JOINTS IN PLACE; ENDS SQUARE CUT.1.APPLICATION: USE FOR VERTICAL SURFACES AND CEILINGS, UNLESS OTHERWISEINDICATED.2.THICKNESS:a.VERTICAL SURFACES: 5/8 INCH (16 MM).B.BACKING BOARD FOR NON-WET AREAS: WATER-RESISTANT GYPSUM BACKING BOARDAS DEFINED IN ASTM C1396/C1396M; SIZES TO MINIMUM JOINTS IN PLACE; ENDSSQUARE CUT.1.APPLICATION: VERTICAL SURFACES BEHIND THINSET TILE, EXCEPT IN WET AREAS.2.EDGES: TAPERED.1.04ACCESSORIESA.ACOUSTIC INSULATION: ASTM C665; PREFORMED GLASS FIBER, FRICTION FIT TYPE,UNFACED. THICKNESS: 3 INCH.B.ACOUSTIC SEALANT: ACRYLIC EMULSION LATEX OR WATER-BASED ELASTOMERICSEALANT; DO NOT USE SOLVENT-BASED NON-CURING BUTYL SEALANT.C.BEADS, JOINT ACCESSORIES, AND OTHER TRIM: ASTM C1047, RIGID PLASTIC,GALVANIZED STEEL, OR ROLLED ZINC, UNLESS NOTED OTHERWISE.D.JOINT MATERIALS: ASTM C475/C475M AND AS RECOMMENDED BY GYPSUM BOARDMANUFACTURER FOR PROJECT CONDITIONS.E.SCREWS FOR FASTENING OF GYPSUM PANEL PRODUCTS TO COLD-FORMED STEELSTUDS LESS THAN 0.033 INCH (0.84 MM) IN THICKNESS AND WOOD MEMBERS: ASTMC1002; SELF-PIERCING TAPPING SCREWS, CORROSION RESISTANT.F.SCREWS FOR FASTENING OF GYPSUM PANEL PRODUCTS TO STEEL MEMBERS FROM0.033 TO 0.112 INCH (0.84 TO 2.84 MM) IN THICKNESS: ASTM C954; STEEL DRILLSCREWS, CORROSION RESISTANT.PART 3 EXECUTION2.01EXAMINATIONA.VERIFY THAT PROJECT CONDITIONS ARE APPROPRIATE FOR WORK OF THIS SECTIONTO COMMENCE.2.02FRAMING INSTALLATIONA.METAL FRAMING: INSTALL IN ACCORDANCE WITH ASTM C754 AND MANUFACTURER'SINSTRUCTIONS.B.STUDS: SPACE STUDS AT 16 INCHES ON CENTER (AT 406 MM ON CENTER).1.EXTEND PARTITION FRAMING TO STRUCTURE WHERE INDICATED AND TO CEILINGIN OTHER LOCATIONS.2.PARTITIONS TERMINATING AT CEILING: ATTACH CEILING RUNNER SECURELY TO TOCEILING FRAMING IN ACCORDANCE WITH DETAILS.3.PARTITIONS TERMINATING AT STRUCTURE: ATTACH EXTENDED LEG TOP RUNNERTO STRUCTURE, MAINTAIN CLEARANCE BETWEEN TOP OF STUDS AND STRUCTURE,AND BRACE BOTH FLANGES OF STUDS WITH CONTINUOUS BRIDGING.2.03ACOUSTIC ACCESSORIES INSTALLATIONA.ACOUSTIC INSULATION: PLACE TIGHTLY WITHIN SPACES, AROUND CUT OPENINGS,BEHIND AND AROUND ELECTRICAL AND MECHANICAL ITEMS WITHIN PARTITIONS, ANDTIGHT TO ITEMS PASSING THROUGH PARTITIONS.B.ACOUSTIC SEALANT: INSTALL IN ACCORDANCE WITH MANUFACTURER'SINSTRUCTIONS.1.PLACE CONTINUOUS BEAD AT PERIMETER OF EACH LAYER OF GYPSUM BOARD.2.04BOARD INSTALLATIONA.COMPLY WITH ASTM C840, GA-216, AND MANUFACTURER'S INSTRUCTIONS. INSTALL TOMINIMIZE BUTT END JOINTS, ESPECIALLY IN HIGHLY VISIBLE LOCATIONS.B.FIRE-RATED CONSTRUCTION: INSTALL GYPSUM BOARD IN STRICT COMPLIANCE WITHREQUIREMENTS OF ASSEMBLY LISTING.2.05INSTALLATION OF TRIM AND ACCESSORIESA.CONTROL JOINTS: PLACE CONTROL JOINTS CONSISTENT WITH LINES OF BUILDINGSPACES AND AS DIRECTED.1.NOT MORE THAN 30 FEET (10 METERS) APART ON WALLS OVER 50 FEET (16METERS) LONG.B.CORNER BEADS: INSTALL AT EXTERNAL CORNERS, USING LONGEST PRACTICALLENGTHS.2.06JOINT TREATMENTA.FINISH GYPSUM BOARD IN ACCORDANCE WITH LEVELS DEFINED IN ASTM C840, ASFOLLOWS:1.LEVEL 4: WALLS AND CEILINGS TO RECEIVE PAINT FINISH OR WALL COVERINGS,UNLESS OTHERWISE INDICATED.2.LEVEL 1: FIRE RATED WALL AREAS ABOVE FINISHED CEILINGS, WHETHER OR NOTACCESSIBLE IN THE COMPLETED CONSTRUCTION.B.TAPE, FILL, AND SAND EXPOSED JOINTS, EDGES, AND CORNERS TO PRODUCESMOOTH SURFACE READY TO RECEIVE FINISHES.1.FEATHER COATS OF JOINT COMPOUND SO THAT CAMBER IS MAXIMUM 1/32 INCH(0.8 MM).SECTION 09 5100 ACOUSTICAL CEILINGSPART 2 PRODUCTS1.01ACOUSTICAL UNITSA.ACOUSTICAL UNITS - GENERAL: ASTM E1264, CLASS A.1.02SUSPENSION SYSTEM(S)A.SUSPENSION SYSTEMS - GENERAL: COMPLYING WITH ASTM C635/C635M; DIE CUT ANDINTERLOCKING COMPONENTS, WITH STABILIZER BARS, CLIPS, SPLICES, PERIMETERMOLDINGS, AND HOLD DOWN CLIPS AS REQUIRED.B.EXPOSED STEEL SUSPENSION SYSTEM: FORMED STEEL, COMMERCIAL QUALITY COLDROLLED; HEAVY-DUTY.1.03ACCESSORIESA.SUPPORT CHANNELS AND HANGERS: GALVANIZED STEEL; SIZE AND TYPE TO SUITAPPLICATION, SEISMIC REQUIREMENTS, AND CEILING SYSTEM FLATNESSREQUIREMENT SPECIFIED.PART 3 EXECUTION2.01INSTALLATION - SUSPENSION SYSTEMA.RIGIDLY SECURE SYSTEM, INCLUDING INTEGRAL MECHANICAL AND ELECTRICALCOMPONENTS, FOR MAXIMUM DEFLECTION OF 1:360.B.INSTALL AFTER MAJOR ABOVE-CEILING WORK IS COMPLETE. COORDINATE THELOCATION OF HANGERS WITH OTHER WORK.C.HANG SUSPENSION SYSTEM INDEPENDENT OF WALLS, COLUMNS, DUCTS, PIPES ANDCONDUIT. WHERE CARRYING MEMBERS ARE SPLICED, AVOID VISIBLE DISPLACEMENTOF FACE PLANE OF ADJACENT MEMBERS.D.WHERE DUCTS OR OTHER EQUIPMENT PREVENT THE REGULAR SPACING OFHANGERS, REINFORCE THE NEAREST AFFECTED HANGERS AND RELATED CARRYINGCHANNELS TO SPAN THE EXTRA DISTANCE.E.DO NOT SUPPORT COMPONENTS ON MAIN RUNNERS OR CROSS RUNNERS IF WEIGHTCAUSES TOTAL DEAD LOAD TO EXCEED DEFLECTION CAPABILITY.F.SUPPORT FIXTURE LOADS USING SUPPLEMENTARY HANGERS LOCATED WITHIN 6INCHES (150 MM) OF EACH CORNER, OR SUPPORT COMPONENTS INDEPENDENTLY.G.DO NOT ECCENTRICALLY LOAD SYSTEM OR INDUCE ROTATION OF RUNNERS.2.02INSTALLATION - ACOUSTICAL UNITSA.INSTALL ACOUSTICAL UNITS IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS.B.FIT ACOUSTICAL UNITS IN PLACE, FREE FROM DAMAGED EDGES OR OTHER DEFECTSDETRIMENTAL TO APPEARANCE AND FUNCTION.C.INSTALL UNITS AFTER ABOVE-CEILING WORK IS COMPLETE.SECTION 09 6500 RESILIENT FLOORINGPART 1 GENERAL1.01SECTION INCLUDESA.RESILIENT TILE FLOORING.B.RESILIENT BASE.C.INSTALLATION ACCESSORIES.PART 2 PRODUCTS2.01TILE FLOORINGA.VINYL COMPOSITION TILE: HOMOGENEOUS, WITH COLOR EXTENDING THROUGHOUTTHICKNESS.1.MINIMUM REQUIREMENTS: COMPLY WITH ASTM F1066, OF CLASS CORRESPONDINGTO TYPE SPECIFIED.2.SIZE: 12 BY 12 INCH (305 BY 305 MM).3.THICKNESS: 0.125 INCH (3.2 MM).B.LUXURY VINYL TILE: SOLID VINYL WITH COLOR AND PATTERN THROUGHOUTTHICKNESS.1.MINIMUM REQUIREMENTS: COMPLY WITH ASTM F1700, OF CLASS CORRESPONDINGTO TYPE SPECIFIED.2.SIZE: 18 BY 18 INCH (457 BY 457 MM).3.THICKNESS: 0.100 INCH (2.5 MM).2.02RESILIENT BASEA.RESILIENT BASE: ASTM F1861, TYPE TS RUBBER, VULCANIZED THERMOSET; TOP SETSTYLE B, COVE.1.HEIGHT: 4 INCH (100 MM).2.THICKNESS: 0.125 INCH (3.2 MM).3.FINISH: SATIN.2.03ACCESSORIESA.MOLDINGS, TRANSITION AND EDGE STRIPS: SAME MATERIAL AS FLOORING.B.SEALER AND WAX: TYPES RECOMMENDED BY FLOORING MANUFACTURER.PART 3 EXECUTION3.01EXAMINATIONA.VERIFY THAT SURFACES ARE FLAT TO TOLERANCES ACCEPTABLE TO FLOORINGMANUFACTURER, FREE OF CRACKS THAT MIGHT TELEGRAPH THROUGH FLOORING,CLEAN, DRY, AND FREE OF CURING COMPOUNDS, SURFACE HARDENERS, AND OTHERCHEMICALS THAT MIGHT INTERFERE WITH BONDING OF FLOORING TO SUBSTRATE.3.02PREPARATIONA.REMOVE EXISTING RESILIENT FLOORING AND FLOORING ADHESIVES; FOLLOW THERECOMMENDATIONS OF RFCI (RWP).B.PREPARE FLOOR SUBSTRATES AS RECOMMENDED BY FLOORING AND ADHESIVEMANUFACTURERS.3.03INSTALLATION - GENERALA.STARTING INSTALLATION CONSTITUTES ACCEPTANCE OF SUB-FLOOR CONDITIONS.B.INSTALL IN ACCORDANCE WITH MANUFACTURER'S WRITTEN INSTRUCTIONS.C.SPREAD ONLY ENOUGH ADHESIVE TO PERMIT INSTALLATION OF MATERIALS BEFOREINITIAL SET.D.FIT JOINTS AND BUTT SEAMS TIGHTLY.E.SET FLOORING IN PLACE, PRESS WITH HEAVY ROLLER TO ATTAIN FULL ADHESION.F.WHERE TYPE OF FLOOR FINISH, PATTERN, OR COLOR ARE DIFFERENT ON OPPOSITESIDES OF DOOR, TERMINATE FLOORING UNDER CENTERLINE OF DOOR.G.INSTALL EDGE STRIPS AT UNPROTECTED OR EXPOSED EDGES, WHERE FLOORINGTERMINATES, AND WHERE INDICATED.H.SCRIBE FLOORING TO WALLS, COLUMNS, CABINETS, FLOOR OUTLETS, AND OTHERAPPURTENANCES TO PRODUCE TIGHT JOINTS.3.04INSTALLATION - TILE FLOORINGA.MIX TILE FROM CONTAINER TO ENSURE SHADE VARIATIONS ARE CONSISTENT WHENTILE IS PLACED, UNLESS OTHERWISE INDICATED IN MANUFACTURER'S INSTALLATIONINSTRUCTIONS.3.05INSTALLATION - RESILIENT BASEA.FIT JOINTS TIGHTLY AND MAKE VERTICAL. MAINTAIN MINIMUM DIMENSION OF 18INCHES (45 MM) BETWEEN JOINTS.B.INSTALL BASE ON SOLID BACKING. BOND TIGHTLY TO WALL AND FLOOR SURFACES.SECTION 09 9123 INTERIOR PAINTINGPART 2 PRODUCTS1.01PAINTS AND FINISHES - GENERALA.PAINTS AND FINISHES: READY MIXED, UNLESS INTENDED TO BE A FIELD-CATALYZEDPAINT.1.PROVIDE PAINTS AND FINISHES OF A SOFT PASTE CONSISTENCY, CAPABLE OFBEING READILY AND UNIFORMLY DISPERSED TO A HOMOGENEOUS COATING, WITHGOOD FLOW AND BRUSHING PROPERTIES, AND CAPABLE OF DRYING OR CURINGFREE OF STREAKS OR SAGS.2.SUPPLY EACH PAINT MATERIAL IN QUANTITY REQUIRED TO COMPLETE ENTIREPROJECT'S WORK FROM A SINGLE PRODUCTION RUN.3.DO NOT REDUCE, THIN, OR DILUTE PAINT OR FINISHES OR ADD MATERIALS UNLESSSUCH PROCEDURE IS SPECIFICALLY DESCRIBED IN MANUFACTURER'S PRODUCTINSTRUCTIONS.1.02PAINT SYSTEMS - INTERIORA.INTERIOR SURFACES TO BE PAINTED, UNLESS OTHERWISE INDICATED: INCLUDINGGYPSUM BOARD, PLASTER, UNCOATED STEEL, AND SHOP PRIMED STEEL.1.TWO TOP COATS AND ONE COAT PRIMER.2.PRIMER: AS RECOMMENDED BY TOP COAT MANUFACTURER FOR SPECIFICSUBSTRATE.PART 3 EXECUTION2.01PREPARATIONA.CLEAN SURFACES THOROUGHLY AND CORRECT DEFECTS PRIOR TO APPLICATION.B.PREPARE SURFACES USING THE METHODS RECOMMENDED BY THE MANUFACTURERFOR ACHIEVING THE BEST RESULT FOR THE SUBSTRATE UNDER THE PROJECTCONDITIONS.C.REMOVE OR MASK SURFACE APPURTENANCES, INCLUDING ELECTRICAL PLATES,HARDWARE, LIGHT FIXTURE TRIM, ESCUTCHEONS, AND FITTINGS, PRIOR TOPREPARING SURFACES OR FINISHING.D.SEAL SURFACES THAT MIGHT CAUSE BLEED THROUGH OR STAINING OF TOPCOAT.E.GYPSUM BOARD: FILL MINOR DEFECTS WITH FILLER COMPOUND. SPOT PRIMEDEFECTS AFTER REPAIR.F.PLASTER: FILL HAIRLINE CRACKS, SMALL HOLES, AND IMPERFECTIONS WITH LATEXPATCHING PLASTER. MAKE SMOOTH AND FLUSH WITH ADJACENT SURFACES. WASHAND NEUTRALIZE HIGH ALKALI SURFACES.G.FERROUS METAL:1.SOLVENT CLEAN ACCORDING TO SSPC-SP 1.2.SHOP-PRIMED SURFACES: SAND AND SCRAPE TO REMOVE LOOSE PRIMER ANDRUST. FEATHER EDGES TO MAKE TOUCH-UP PATCHES INCONSPICUOUS. CLEANSURFACES WITH SOLVENT. PRIME BARE STEEL SURFACES. RE-PRIME ENTIRESHOP-PRIMED ITEM.3.REMOVE RUST, LOOSE MILL SCALE, AND OTHER FOREIGN SUBSTANCES USINGUSING METHODS RECOMMENDED IN WRITING BY PAINT MANUFACTURER ANDBLAST CLEANING ACCORDING TO SSPC-SP 6 "COMMERCIAL BLAST CLEANING".PROTECT FROM CORROSION UNTIL COATED.2.02APPLICATIONA.APPLY PRODUCTS IN ACCORDANCE WITH MANUFACTURER'S WRITTEN INSTRUCTIONSAND RECOMMENDATIONS IN "MPI ARCHITECTURAL PAINTING SPECIFICATION MANUAL".B.DO NOT APPLY FINISHES TO SURFACES THAT ARE NOT DRY. ALLOW APPLIED COATSTO DRY BEFORE NEXT COAT IS APPLIED.C.APPLY EACH COAT TO UNIFORM APPEARANCE IN THICKNESSES SPECIFIED BYMANUFACTURER.D.VACUUM CLEAN SURFACES OF LOOSE PARTICLES. USE TACK CLOTH TO REMOVEDUST AND PARTICLES JUST PRIOR TO APPLYING NEXT COAT.E.REINSTALL ELECTRICAL COVER PLATES, HARDWARE, LIGHT FIXTURE TRIM,ESCUTCHEONS, AND FITTINGS REMOVED PRIOR TO FINISHING.
STAIR/EXIT FROM UPPERFLOORS - NO CHANGES40" (267 OCC)EXISTING TENANT EXITINGTO REMAIN THE SAMEEXISTING TENANT EXITINGTO REMAIN THE SAMEEXISTING LOADING DOCKEXITING TO REMAIN THE SAMEEXISTING LOADING DOCKEXITING TO REMAIN THE SAMESTAIR/EXIT FROM UPPERFLOORS - NO CHANGES40" (267 OCC)STAIR/EXIT FROM UPPERFLOORS - NO CHANGES44" (293 OCC)EXISTING KITCHEN EXITINGTO REMAIN THE SAMEEXISTING DINING EXITINGTO REMAIN THE SAMEE.A.T.D.74'-9"E.A.T.D.60'-5"COMMON PATHOF TRAVEL 45'-0"COMMON PATHOF TRAVEL 21'-0"COMMON PATHOF TRAVEL 69'-0"E.A.T.D.45'-6"E.A.T.D.55'-6"E.A.T.D.56'-0"E.A.T.D.181'-6"DOOR TO BE TEMPORARILYSEALED DURING DEMOLITION& CONSTRUCTIONEXIT72" DOOR0.15"/OCC.480 OCCUPANTSEXIT44" DOOR0.15"/OCC.293 OCCUPANTSEXIT44" DOOR0.15"/OCC.293 OCCUPANTSEXIT44" DOOR0.15"/OCC.293 OCCUPANTSTEMPORARY EXIT SIGNDURING DEMOLITION &CONSTRUCTIONTEMPORARY EXIT SIGNDURING DEMOLITION &CONSTRUCTIONNEW 2 HR. SHAFTWALLTO MAINTAIN EXITENCLOSURENEW 1 HR. RATEDPARTITION TO MAINTAINCORRIDOR RATINGEXISTING STUDS W/NEW TYPE X GYP. BD.TO PROVIDED 1 HR.RATED PARTITION TOMAINTAIN CORRIDORRATINGNEW 1 HR. RATED PARTITIONW/ 45 MIN. DOOR & FRAME TOMAINTAIN CORRIDOR RATINGNEW 1 HR. RATED PARTITIONW/ 45 MIN. DOOR & FRAME TOMAINTAIN CORRIDOR RATINGNEW EXIT FROMCONSTRUCTIONAREA72" (480 OCC)JE.11ABCDEFGHH.21.123456789108.2F.1G.1G.2H.1JA.13.25TH. FLOOR5TH. FLOOR5TH. FLOOR5TH. FLOOR5TH. FLOORE.23.14.1K2.2H.22.19BF.1D.14.2E.0.1E.0.1E.2.1F.0.2F.0.1SPFIRST FLOORLIFE SAFETY PLANARCHITECT2495 Main Street, Suite 434Buffalo, New York 14214Phone (716) 836-1522Fax (716) 832-0119www.bhnt.comVISION. INSPIRATION. PERFORMANCE.CONSULTANT TEAM:Mechanical / Electrical / Plumbing /Fire Protection:3556 Lake Shore Road, Suite 500, Buffalo, New York 14219Phone: (716) 827-8000 Fax: (716) 826-7958SCALE:PROJECT NUMBER:DATE:DRAWN BY:AS NOTEDREVISIONSNO.DATEDESCRIPTIONBYIt is a violation of Section 7209, Subdivision 2, ofthe New York State Law for any persons, unlessacting under the direction of a Licensed Architector Professional Engineer, to alter in any way,plans, specifications, or reports to which the sealof a licensed Architect or Professional Engineerhas been applied.SHEET TITLE:REVISED:SHEET NUMBER:Cosmetic RepairsPROJECT / LOCATION:21800022 JUNE 2018218000 LS101 FIRST FLOOR LIFE SAFETY - CONSTRUCTION.DWG
6/22/2018 10:12 AMLS101 OWNER/CLIENT:130 East Seneca StreetIthaca, NY 148502421 Main Street, Buffalo, New York 14214Phone: (716) 228-4180Construction Management:350 Essjay Road, Suite 101Williamsville, NY 14221CASCADE PLAZALLC ITHACASCALE:LS1011LIFE SAFETY PLAN1/8"=1'-0"CODE INFORMATIONINFORMATION BASED ON SHEET A-002 OF ORIGINAL BUILDING DRAWINGS BYFONTANESE, FOLTS, AUBRECHT, ERNST, BAMMEL DATED 11/05/03OCCUPANCY CLASSIFICATION:B (BUSINESS)R-1 (HOTEL)CONSTRUCTION CLASSIB (NONCOMBUSTIBLE)FIRE RATINGS:EXTERIOR WALLSxBEARING WALLSNAxNON-BEARING WALLS1 HR.PARTY WALLSNAINTERIOR PARTITIONSxFIRE WALLSNAxBEARING WALLS OR PARTITIONSNAxNON-BEARING WALLS OR PARTITIONS0 HR.xENCLOSING STAIRWAYS, HOISTWAYS,1 HR. MIN. - 2 HR. PROVIDEDSHAFTS OR OTHER VERTICAL OPENINGSxCORRIDOR CONSTRUCTIONB 0 HR. (SPRINKLERED)R-1 1 HR. (SPRINKLERED)STRUCTURAL FRAME (COLUMNS, BEAMS,2 HR.GIRDERS, TRUSSES)FLOOR CONSTRUCTION INCLUDING2 HR.SUPPORTING BEAMS & TRUSSES)ROOF CONSTRUCTION INCLUDING1 HR.SUPPORTING BEAMS & TRUSSES)MAX. EXIT ACCESS TRAVEL DISTANCEB - 300' (SPRINKLERED)R-1 - 250' (SPRINKLERED)FLOOR AREA ALLOWANCESB - 100 SF GROSS /OCC.R-1 - 200SF GROSS/OCC.MIN. EGRESS WIDTHB - 237 OCC. x 0.2" = 47.4"R-1 - 75 OCC. x 0.2" = 15.0"EXIT ACCESS DOORWAY ARRANGEMENTB = 78'-8" (1/3 OF 236'-0")R-1 = 54'-8" (1/3 OF 164'-0")LEGENDEXISTING 1 HOUR FIRE RATED PARTITIONEXISTING 2 HOUR FIRE RATED PARTITION1 HOUR FIRE RATED PARTITION2 HOUR FIRE RATED PARTITIONCOMMON PATH OF TRAVELEND OF COMMON PATH OF TRAVELEXIT ACCESS TRAVEL PATHEXIT ACCESS TRAVEL DISTANCEE.A.T.D.60'-5"
DUCT CHASEJE.11ABCDEFGHH.21.123456789108.2F.1G.1G.2H.1JA.13.25TH. FLOOR5TH. FLOOR5TH. FLOOR5TH. FLOOR5TH. FLOORE.23.14.1K2.2H.22.19BF.1D.14.2E.0.1E.0.1E.2.1F.0.2F.0.12526354334323638353837303434343429282739334141393939EXTENT OF FLOOR SLAB DEMOEXTENT OF FLOOR SLAB DEMO382526352840293529353838423235535553535152535053
474946444644454445484644453755313738553855385538553855383454545657575757575757SPDEMOLITION PLANARCHITECT2495 Main Street, Suite 434Buffalo, New York 14214Phone (716) 836-1522Fax (716) 832-0119www.bhnt.comVISION. INSPIRATION. PERFORMANCE.CONSULTANT TEAM:Mechanical / Electrical / Plumbing /Fire Protection:3556 Lake Shore Road, Suite 500, Buffalo, New York 14219Phone: (716) 827-8000 Fax: (716) 826-7958SCALE:PROJECT NUMBER:DATE:DRAWN BY:AS NOTEDREVISIONSNO.DATEDESCRIPTIONBYIt is a violation of Section 7209, Subdivision 2, ofthe New York State Law for any persons, unlessacting under the direction of a Licensed Architector Professional Engineer, to alter in any way,plans, specifications, or reports to which the sealof a licensed Architect or Professional Engineerhas been applied.SHEET TITLE:REVISED:SHEET NUMBER:Cosmetic RepairsPROJECT / LOCATION:21800022 JUNE 2018218000 AD101-3 FIRST FLOOR DEMO.DWG
6/22/2018 10:18 AMAD103 OWNER/CLIENT:130 East Seneca StreetIthaca, NY 148502421 Main Street, Buffalo, New York 14214Phone: (716) 228-4180Construction Management:350 Essjay Road, Suite 101Williamsville, NY 14221CASCADE PLAZALLC ITHACASCALE:AD1031FIRST FLOOR DEMOLITION PLAN1/8"=1'-0"DEMOLITION NOTES:NOTES 1-24 ARE PART OF PHASE 1 & NOT RELEVANT TO PHASE 21.REMOVE & SALVAGE EXISTING FITNESS ROOM FLOORING FOR USE IN RELOCATEDFITNESS ROOM. COORDINATE REMOVAL & INSTALLATION WITH HOTEL MANAGER.2.DEMO & REMOVE EXISTING WINDOW, FRAME & COUNTER.3.REMOVE & SALVAGE EXISTING DOOR & FRAME FOR RE-USE IN NEW LUGGAGE STORAGEROOM.4.CUT NEW OPENING IN EXISTING PARTITION AS REQ'D. FOR NEW DOOR.5.DEMO & REMOVE EXISTING FLOOR SINK. CAP WASTE LINES BELOW FLOOR. PATCHFLOOR AS REQ'D. SEE PLUMBING PLANS FOR MORE INFORMATION.6.DEMO & REMOVE EXISTING WATER SUPPLY PIPING. CUT & CAP LINES BELOW FLOOR &PATCH FLOOR AS REQ'D. SEE PLUMBING PLANS FOR MORE INFORMATION.7.CUT BACK EXISTING COUNTERTOP AS INDICATED. EDGE PROFILE & CORNERS TOMATCH EXISTING. PROTECT REMAINING PORTIONS OF COUNTERTOP TO REMAIN.REMOVE & REINSTALL IF REQ'D. TO PERFORM CUTS.8.DEMO & REMOVE EXISTING PARTIAL HEIGHT PARTITION IN ITS ENTIRETY. PATCH FLOORAS REQ'D.9.DEMO & REMOVE EXISTING BASE CABINETS & SINK AS INDICATED. REWORK/RELOCATEEXISTING SUPPLY, WASTE & VENT PIPING AS REQ'D. FOR NEW SINK. PROTECTREMAINING PORTIONS OF COUNTERTOP & MILLWORK TO REMAIN. SEE NEW PLAN FORMORE INFORMATION.10.CUT NEW OPENING IN EXISTING PARTITION AS REQ'D. FOR NEW OPENING. PATCHGYPSUM BD. TO MATCH ADJACENT FINISHES.11.EXISTING FLOOR FINISH TO REMAIN. PROTECT THROUGHOUT DEMOLITION &CONSTRUCTION EFFORTS. PATCH ANY DAMAGED AREA TO MATCH EXISTING12.DEMO & RELOCATE EXISTING FIRE ALARM PULL STATION. COORDINATE EXACTLOCATION IN FIELD W/ NEW VESTIBULE CONFIGURATION.13.DEMO & REMOVE EXISTING ALL FLOOR MONUMENTS. PROVIDE NEW COVER PLATE &PREPARE FOR NEW FLOOR FINISH.14.EXISTING CARPET TO REMAIN IN NEW STORAGE ROOM. PROTECT DURING DEMOLITION& CONSTRUCTION EFFORTS.15.EXISTING CARPET TO REMAIN IN NEW FITNESS CENTER. SALVAGED FITNESS CENTERFLOORING TO BE INSTALLED OVER EXISTING CARPET.16.REMOVE & SALVAGE EXISTING DOOR & FRAME AS INDICATED. STORE FOR REUSE ASINDICATED. WORK TO BE PERFORMED AFTER COMPLETION OF TEMPORARY LOBBY &FITNESS CENTER WORK.17.DEMO & REMOVE PORTION OF EXISTING PARTITION AS INDICATED. PATCH OPENING ASREQ'D. TO PROVIDE FINISHED EDGE TO MATCH ADJACENT CONSTRUCTION. WORK TOBE PERFORMED AFTER COMPLETION OF TEMPORARY LOBBY & FITNESS CENTER WORK.18.DEMO & REMOVE EXISTING DOOR, FRAME & PARTITION AS INDICATED. PATCH OPENINGAS REQ'D. TO PROVIDE FINISHED EDGE TO MATCH ADJACENT CONSTRUCTION. WORKTO BE PERFORMED AFTER COMPLETION OF TEMPORARY LOBBY & FITNESS CENTER.19.REMOVE & SALVAGE EXISTING POOL HEATERS. COORDINATE W/ POOL CONTRACTOR.DEMO & REMOVE EXISTING CONCRETE HOUSEKEEPING PAD IN ITS ENTIRETY. PATCHFLOOR AS REQ'D. FOR NEW FLOOR FINISHES. WORK TO BE PERFORMED AFTERCOMPLETION OF TEMPORARY LOBBY & FITNESS CENTER WORK.20.REMOVE & SALVAGE EXISTING SLIDING DOORS INCLUDING HEAD & FLOORTRACK/THRESHOLD. TEMPORARILY STORE FOR REINSTALLATION DURING MAIN LOBBYCONSTRUCTION PHASE. PROTECT ALL COMPONENTS DURING CONSTRUCTION.EXISTING TRANSOM AT EXTERIOR DOOR TO REMAIN. WORK TO BE PERFORMED AFTERCOMPLETION OF TEMPORARY LOBBY & FITNESS CENTER WORK.21.VERIFY LOCATION OF EXISTING A/V CONNECTION BOX BELOW WINDOW W/ NEWPARTITION. IF PARTITION WILL INTERFERE W/ EXISTING BOX, CAP WIRES & REMOVECOVER PLATE AS REQ'D FOR PARTITION INSTALLATION. CONNECTION BOX TO BERESTORED @ END OF PROJECT.22.REMOVE & SALVAGE EXISTING DIAMOND PLATE FLOORING IN FREIGHT ELEVATOR.STORE FOR RE-USE AT COMPLETION OF PROJECT. PREP FLOOR FOR NEW FINISHES.23.VERIFY LOCATION OF EXISTING EMERGENCY LIGHT FIXTURE & FIRE ALARM AVNOTIFICATION DEVICE W/ NEW PARTITION. IF PARTITION WILL INTERFERE W/ EXISTINGITEMS, RELOCATE ITEMS TO THE SOUTH AS REQ'D. PATCH & REPAIR WALL AS REQ'D.24.REMOVE EXISTING WALL COVERING THROUGHOUT SPACE INCLUDING BUT NOT LIMITEDTO WAINSCOT PANELS & FRONT OF EXISTING MILLWORK. PATCH & PREP SURFACESFOR PAINTING.25.DEMO & REMOVE EXISTING PARTITIONS IN THEIR ENTIRETY AS INDICATED. REMOVEUTILITIES WITHIN PARTITION & COIL WIRING ABOVE CEILING FOR REUSE.26.REMOVE & SALVAGE ALL DOORS, FRAMES & HARDWARE FOR RE-USE. PROTECT DURINGDEMOLITION & CONSTRUCTION EFFORTS. COORDINATE STORAGE LOCATION WITHHOTEL MANAGER.27.REMOVE & SALVAGE EXISTING ALUM. STOREFRONT FRAMING & GLAZING FOR RE-USE.PROTECT DURING DEMOLITION & CONSTRUCTION EFFORTS. COORDINATE STORAGELOCATION WITH HOTEL MANAGER.28.REMOVE & SALVAGE EXISTING WATER COOLERS FOR RE-USE. PROTECT DURINGDEMOLITION & CONSTRUCTION EFFORTS. COORDINATE STORAGE LOCATION WITHHOTEL MANAGER.29.REMOVE & SALVAGE EXISTING PLUMBING FIXTURES, LOCKERS, TOILET PARTITIONS &TOILET ACCESSORIES FOR RE-USE. VERIFY ALL ITEMS ARE UNDAMAGED & IN PROPERWORKING CONDITION. SEE PLUMBING DRAWINGS FOR MORE INFORMATION. PROTECTDURING DEMOLITION & CONSTRUCTION EFFORTS. COORDINATE STORAGE LOCATIONWITH HOTEL MANAGER.30.REMOVE & SALVAGE EXISTING RECEPTION DESK IN ITS ENTIRETY. PREP FORREINSTALLATION. PROTECT DURING DEMOLITION & CONSTRUCTION EFFORTS.COORDINATE STORAGE LOCATION WITH HOTEL MANAGER.31.REMOVE & SALVAGE EXISTING FIREPLACE UNIT. VERIFY UNIT IS IN PROPER WORKINGCONDITION. EXISTING VENT & GAS SUPPLY PIPING TO REMAIN FOR RECONNECTION.PROTECT DURING DEMOLITION & CONSTRUCTION EFFORTS. COORDINATE STORAGELOCATION WITH HOTEL MANAGER.32.REMOVE & SALVAGE EXISTING MOLDINGS INCLUDING BUT NOT LIMITED TO CHAIR RAIL,WAINSCOT MOLDING, PANEL TRIM, CROWN MOLDING, BASE, ETC. TO GREATEST EXTENTPOSSIBLE. COORDINATE SALVAGE EFFORTS W/ GC FOR RE-USE OR MATCHINGEXISTING. PROTECT DURING DEMOLITION & CONSTRUCTION EFFORTS. COORDINATESTORAGE LOCATION WITH HOTEL MANAGER.33.DEMO & REMOVE EXISTING FLOOR SLAB, FINISHES & TRENCH DRAINS. COORDINATEPOOL COPING DEMOLITION W/ POOL CONTRACTOR.34.DEMO & REMOVE TEMPORARY PARTITION, DOOR & FRAME AFTER COMPLETION OFLOBBY RENOVATION. SALVAGE EXISTING DOORS & FRAMES FOR REUSE.35.DEMO & REMOVE EXISTING FLOOR FINISHES & ADHESIVES THROUGHOUT WORK AREADOWN TO EXISTING SLAB. PREP SLAB FOR NEW FINISHES.36.REMOVE & SALVAGE EXISTING MILLWORK & MOLDINGS AROUND FIREPLACE TOGREATEST EXTENT POSSIBLE. PROTECT DURING DEMOLITION & CONSTRUCTIONEFFORTS. COORDINATE STORAGE LOCATION WITH HOTEL MANAGER.37.REMOVE & SALVAGE EXISTING MOLDINGS INCLUDING BUT NOT LIMITED TO CHAIR RAIL,WAINSCOT MOLDING, PANEL TRIM, CROWN MOLDING, BASE, ETC. @ EXTERIOR WALLS.SALVAGE TO GREATEST EXTENT POSSIBLE. DEMO & REMOVE GYPSUM BD. (ANDFRAMING IF REQ'D) TO CHAIR RAIL/WINDOWSILL/TOP OF CMU @ EXTERIOR WALL.PROTECT DURING DEMOLITION & CONSTRUCTION EFFORTS. COORDINATE STORAGELOCATION WITH HOTEL MANAGER. GYPSUM BD. ABOVE WINDOW SILL, TRIM & CROWNMOLDING AT CEILING TO REMAIN.38.DEMO & REMOVE EXISTING GYP BD UP TO WINDOW SILL @ EXTERIOR WALL. IF FRAMINGIS FOUND, NOTIFY ARCHITECT. GYPSUM BD. ABOVE WINDOW SILL, TRIM & CROWNMOLDING AT CEILING TO REMAIN.39.DEMO & REMOVE EXISTING WALL TILE IN ITS ENTIRETY. DEMO & REMOVE GYPSUM BD.@ EXTERIOR WALLS UP TO WINDOW SILL/TOP OF CMU.40.DEMO & REMOVE PARTITION IN FRONT OF EXT. WALL IN ITS ENTIRETY.41.EXISTING SPA & POOL TO REMAIN. PROTECT DURING DEMOLITION & CONSTRUCTIONEFFORTS. COORDINATE W/ POOL EQUIPMENT CONTRACTOR.42.REMOVE & SALVAGE EXISTING COOLERS. TURN OVER TO HOTEL MANAGER FORPOSSIBLE RE-USE.43.DEMO & REMOVE EXISTING MILLWORK. PATCH WALLS AS REQ'D.44.DEMO & REMOVE EXISTING TEMPORARY LOBBY PARTITIONS IN THEIR ENTIRETY.REMOVE ALL UTILITIES IN PARTITIONS (POWER, DATA, ETC). REMOVE WIRING BACK TOSOURCE. WORK TO BE PERFORMED AFTER COMPLETION OF LOBBY RENOVATION.45.REMOVE & SALVAGE ALL DOORS, FRAMES & HARDWARE FOR RE-USE. WORK TO BEPERFORMED AFTER COMPLETION OF LOBBY RENOVATION. PROTECT DURINGDEMOLITION & CONSTRUCTION EFFORTS. COORDINATE STORAGE LOCATION WITHHOTEL MANAGER.46.DEMO & REMOVE EXISTING TEMPORARY LOBBY MILLWORK. PATCH PARTITIONS TOREMAIN TO MATCH ADJACENT FINISHES. WORK TO BE PERFORMED AFTER COMPLETIONOF LOBBY RENOVATION.47.COORDINATE DEMOLITION OF ALUM STOREFRONT & GLASS VESTIBULE W/ BUILDINGOWNER PRIOR TO DEMOLITION EFFORTS. WORK TO BE PERFORMED AFTERCOMPLETION OF LOBBY RENOVATION.48.DEMO & REMOVE EXISTING FITNESS ROOM FLOORING. WORK TO BE PERFORMEDAFTER COMPLETION OF LOBBY RENOVATION.49.DEMO & REMOVE EXISTING MILLWORK SHROUD. PATCH MILLWORK TO REMAIN TOMATCH ADJACENT CONSTRUCTION. WORK TO BE PERFORMED AFTER COMPLETION OFLOBBY RENOVATION.50.DEMO & REMOVE PORTION OF EXISTING PARTITION AS REQ'D FOR RELOCATED DOOR.51.COORDINATE RELOCATION OF HOTEL SECURITY & IT EQUIPMENT W/ HOTEL'S SEPARATEVENDORS.52.REMOVE & SALVAGE WOODWORK, TRIM & MILLWORK BEHIND EXISTING RECEPTIONDESK. PROTECT DURING DEMOLITION & CONSTRUCTION EFFORTS. COORDINATESTORAGE LOCATION WITH HOTEL MANAGER.53.REMOVE & SALVAGE EXISTING FF&E FOR RE-USE. PROTECT & STORE DURINGDEMOLITION & CONSTRUCTION EFFORTS. COORDINATE STORAGE LOCATION W/ HOTELMANAGER. PROTECT DURING DEMOLITION & CONSTRUCTION EFFORTS. COORDINATESTORAGE LOCATION WITH HOTEL MANAGER.54.DEMO & REMOVE EXISTING TEMPORARY FLOOR FINISH & ADHESIVE. PREPARE FORNEW FINISHES.55.REMOVE & SALVAGE EXISTING SILLS @ ALL EXTERIOR WINDOWS. PROTECT DURINGDEMOLITION & CONSTRUCTION EFFORTS. COORDINATE STORAGE LOCATION WITHHOTEL MANAGER.56.DEMO & REMOVE EXISTING FLOOR FINISHES & ADHESIVES THROUGHOUT WORK AREADOWN TO EXISTING SLAB. PREP SLAB FOR NEW FINISHES. WORK TO BE PERFORMEDAFTER COMPLETION OF LOBBY RENOVATION. COORDINATE TIMING OF WORK &CHANGES TO EGRESS PATHS W/ HOTEL MANAGER, BLDG. INSPECTOR & FIRE MARSHAL.57.REMOVE & SALVAGE EXISTING WALL MOUNTED & RECESSED SPECIALTIES INCLUDINGBUT NOT LIMITED TO AED UNITS, FIRE EXTINGUISHER CABINETS, SIGNAGE,TELEPHONES, ETC. FOR RE-USE. GC TO NOTE EXISTING LOCATION FORREINSTALLATION. PROTECT & STORE DURING DEMOLITION & CONSTRUCTION EFFORTS.COORDINATE STORAGE LOCATION W/ HOTEL MANAGER. PROTECT DURING DEMOLITION& CONSTRUCTION EFFORTS. COORDINATE STORAGE LOCATION WITH HOTEL MANAGER.X
JE.11ABCDEFGHH.21.123456789108.2F.1G.1G.2H.1JA.13.25TH. FLOOR5TH. FLOOR5TH. FLOOR5TH. FLOOR5TH. FLOORE.23.14.1K2.2H.22.19BF.1D.14.2E.0.1E.0.1E.2.1F.0.2F.0.1CM181219141619121215131212121313151217SPFIRST FLOORDEMO RCPARCHITECT2495 Main Street, Suite 434Buffalo, New York 14214Phone (716) 836-1522Fax (716) 832-0119www.bhnt.comVISION. INSPIRATION. PERFORMANCE.CONSULTANT TEAM:Mechanical / Electrical / Plumbing /Fire Protection:3556 Lake Shore Road, Suite 500, Buffalo, New York 14219Phone: (716) 827-8000 Fax: (716) 826-7958SCALE:PROJECT NUMBER:DATE:DRAWN BY:AS NOTEDREVISIONSNO.DATEDESCRIPTIONBYIt is a violation of Section 7209, Subdivision 2, ofthe New York State Law for any persons, unlessacting under the direction of a Licensed Architector Professional Engineer, to alter in any way,plans, specifications, or reports to which the sealof a licensed Architect or Professional Engineerhas been applied.SHEET TITLE:REVISED:SHEET NUMBER:Cosmetic RepairsPROJECT / LOCATION:21800022 JUNE 2018218000 AD102-4 FIRST FLOOR DEMO CEILING.DWG
6/22/2018 10:18 AMAD104 OWNER/CLIENT:130 East Seneca StreetIthaca, NY 148502421 Main Street, Buffalo, New York 14214Phone: (716) 228-4180Construction Management:350 Essjay Road, Suite 101Williamsville, NY 14221CASCADE PLAZALLC ITHACASCALE:AD1041FIRST FLOOR DEMO RCP1/8"=1'-0"DEMO RCP NOTES:NOTES 1-11 ARE PART OF PHASE 1 & NOT RELEVANT TO PHASE 21.DEMO & REMOVE EXISTING CEILING TILES. EXISTING CEILING GRID TOREMAIN. HANG & BAG EXISTING LIGHT FIXTURES, DIFFUSERS, GRILLES,ETC. TO REMAIN DURING DEMOLITION & CONSTRUCTION EFFORTS.COORDINATE ELECTRICAL , MECHANICAL & FIRE PROTECTION DEMODEMO W/ ELECTRICAL, MECHANICAL & FIRE PROTECTION DRAWING.2.REMOVE & SALVAGE ALL EXISTING PENDANT LIGHT FIXTURESINDICATED TO REMAIN. STORE FIXTURES DURING DEMOLITION &CONSTRUCTION EFFORTS. COORDINATE STORAGE LOCATION WITHHOTEL MANAGER.3.EXISTING PENDANT FIXTURES TO BE REMOVED & RELOCATED, SEE NEWRCP & ELECTRICAL DRAWINGS FOR MORE INFORMATION.4.EXISTING CEILING TO REMAIN.5.REWORK EXISTING GRID & TILE CLG AS REQ'D FOR INSTALLATION OFNEW TEMPORARY PARTITION. WORK TO BE PERFORMED AFTERCOMPLETION OF TEMPORARY LOBBY & FITNESS CENTER WORK.6.EXIST 2x2 LIGHT FIXTURE TO BE REMOVED & RELOCATED. SEE NEWRCP & ELECTRICAL DRAWINGS FOR MORE INFORMATION.7.DISCONNECT EXISTING RECESSED FIXTURE. CAP WIRES IN BOX & MAKESAFE. SEE NEW RCP & ELECTRICAL DRAWINGS FOR MOREINFORMATION. EXISTING FIXTURES TO BE RECONNECTED @ END OFLOBBY RENOVATION PROJECT.8.REMOVE & SALVAGE EXISTING CABLE LIGHT FIXTURES FORREINSTALLATION. STORE FIXTURE DURING DEMOLITION &CONSTRUCTION EFFORTS. WORK TO BE PERFORMED AFTERCOMPLETION OF TEMPORARY LOBBY & FITNESS CENTER WORK.9.REWORK EXISTING CEILING CABINET HEATER & HVAC DIFFUSERS ASREQ'D FOR NEW LAYOUT. SEE MECHANICAL PLANS FOR MOREINFORMATION. WORK TO BE PERFORMED AFTER COMPLETION OFTEMPORARY LOBBY & FITNESS CENTER WORK.10.REMOVE EXISTING CLG TILES AS REQ'D FOR NEW SOFFIT FRAMING.11.REMOVE & SALVAGE EXISTING DIFFUSERS & GRILLE.12.DEMO & REMOVE EXISTING CEILING GRID & TILES. HANG & BAGEXISTING CEILING DEVICES INCLUDING BUT NOT LIMITED TO LIGHTFIXTURES, DIFFUSERS, GRILLES, SPRINKLER HEADS, SMOKEDETECTORS, SPEAKERS, ETC. TO REMAIN DURING DEMOLITION &CONSTRUCTION EFFORTS. COORDINATE ELECTRICAL, MECHANICAL &FIRE PROTECTION DEMOLITION W/ ELECTRICAL, MECHANICAL & FIREPROTECTION DRAWINGS. SEE NEW FIRST FLOOR RCP FOR NEW LAYOUT& LOCATIONS.13.DEMO & REMOVE EXISTING GYP. BD. CEILING & FRAMING AS INDICATED.14.EXISTING SOFFIT TO REMAIN. GC TO VERIFY SOFFIT FRAMING ISSTRUCTURALLY SUPPORTED & PROTECTED DURING DEMOLITION &CONSTRUCTION EFFORTS. SEE PILASTER ELEVATION DETAIL FORMORE INFORMATION ON EXTENT OF SOFFIT FRAMING & GYPSUM BD. TOREMAIN.15.EXISTING CEILING & SOFFIT TO REMAIN. GC TO VERIFY CEILING &SOFFIT FRAMING IS STRUCTURALLY SUPPORTED & PROTECTED DURINGDEMOLITION & CONSTRUCTION EFFORTS.16.REMOVE & SALVAGE ALL EXISTING PENDANT LIGHT FIXTURESINDICATED TO REMAIN. STORE FIXTURES DURING DEMOLITION &CONSTRUCTION EFFORTS. COORDINATE STORAGE LOCATION WITHHOTEL MANAGER.17.DEMO & REMOVE EXISTING TEMPORARY CEILING GRID, TILES, & CEILINGDEVICES INCLUDING BUT NOT LIMITED TO LIGHT FIXTURES, DIFFUSERS,GRILLES, SPRINKLER HEADS, SMOKE DETECTORS, ETC. WORK TO BEPERFORMED AFTER COMPLETION OF LOBBY RENOVATION.18.COORDINATE VESTIBULE SOFFIT, CEILING FRAMING & GYP. BD.DEMOLITION W/ BUILDING OWNER PRIOR TO DEMOLITION EFFORTS.19.DEMO & REMOVE EXISTING CEILING TILES. EXISTING CEILING GRID TOREMAIN. HANG & BAG EXISTING CEILING DEVICES INCLUDING BUT NOTLIMITED TO LIGHT FIXTURES, DIFFUSERS, GRILLES, SPRINKLER HEADS,SMOKE DETECTORS, SPEAKERS, ETC. TO REMAIN DURING DEMOLITION& CONSTRUCTION EFFORTS. COORDINATE ELECTRICAL, MECHANICAL &FIRE PROTECTION DEMOLITION W/ ELECTRICAL, MECHANICAL & FIREPROTECTION DRAWINGS. SEE NEW FIRST FLOOR RCP FOR NEW LAYOUT& LOCATIONS.X
JE.11ABCDEFGHH.21.123456789108.2F.1G.1G.2H.1JA.13.25TH. FLOOR5TH. FLOOR5TH. FLOOR5TH. FLOOR5TH. FLOORE.23.14.1K2.2H.22.19BF.1D.14.2E.0.1E.0.1E.2.1F.0.2F.0.137VERIZON BUILDINGUP UPUPUPUNEXCAVATEDDATA002EMER.ELEC. ROOM003CORRIDOR001ELEV.LOBBYELEV. AELEV. BELEV. CJAN.014STOR.015ELEV.MACH.008ELEV.MACH.004BOILER ROOM009UPPERFLOOR AREA005FIREPUMP010UPPERFLOOR AREA006PUMPROOM013STORAGE016MEN'SWOMEN'SUPPERFLOOR AREA007STORAGE017STAIR CST-CCONFERENCE023STORAGE027CONFERENCE022STORAGE026STORAGE025CONFERENCE021PANTRY020ELEC. ROOM024COATS019STORAGE018STAIR BST-BSTAIR AST-A366667777778888888888888888888888888999889778888891011111111119SPLOWER FLOOR PLANARCHITECT2495 Main Street, Suite 434Buffalo, New York 14214Phone (716) 836-1522Fax (716) 832-0119www.bhnt.comVISION. INSPIRATION. PERFORMANCE.CONSULTANT TEAM:Mechanical / Electrical / Plumbing /Fire Protection:3556 Lake Shore Road, Suite 500, Buffalo, New York 14219Phone: (716) 827-8000 Fax: (716) 826-7958SCALE:PROJECT NUMBER:DATE:DRAWN BY:AS NOTEDREVISIONSNO.DATEDESCRIPTIONBYIt is a violation of Section 7209, Subdivision 2, ofthe New York State Law for any persons, unlessacting under the direction of a Licensed Architector Professional Engineer, to alter in any way,plans, specifications, or reports to which the sealof a licensed Architect or Professional Engineerhas been applied.SHEET TITLE:REVISED:SHEET NUMBER:Cosmetic RepairsPROJECT / LOCATION:21800022 JUNE 2018218000 A100 LOWER FLOOR.DWG
6/22/2018 10:12 AMA100 OWNER/CLIENT:130 East Seneca StreetIthaca, NY 148502421 Main Street, Buffalo, New York 14214Phone: (716) 228-4180Construction Management:350 Essjay Road, Suite 101Williamsville, NY 14221CASCADE PLAZALLC ITHACASCALE:A1001LOWER FLOOR PLAN1/8"=1'-0"FLOOR PLAN NOTES:X1.FLOORS 1-4. PATCH & REPAIR CRACK IN GYPSUM BOARD CEILING ORSOFFIT AS INDICATED IN CTL REPORT. SAND PATCH SMOOTH TO MATCHADJACENT CONSTRUCTION. PRIME NEWLY PATCHED AREAS & PROVIDE(2) COATS OF FINISH PAINT FROM CORNER TO CORNER.2.FLOORS 1-5. PATCH & REPAIR CRACK IN GYPSUM BOARD WALL ORPARTITION AS INDICATED IN CTL REPORT. SAND PATCH SMOOTH TOMATCH ADJACENT CONSTRUCTION. PRIME NEWLY PATCHED AREAS &PROVIDE (2) COATS OF FINISH PAINT FROM CORNER TO CORNER.3.FLOOR 1 & LOWER FLOOR. PATCH & REPAIR CRACK IN EXISTINGCONCRETE SLAB AS INDICATED IN CTL REPORT. SEE NOTE 1 ON SHEETSA121 & A122 FOR MORE INFORMATION. ALSO SEE NOTE 2 ON SHEETSA121 & A122 FOR MORE INFORMATION ON ADDRESSING FLOORLEVELNESS ISSUES AS INDICATED IN CTL REPORT.4.FLOOR 1. REPAIR CRACKS IN EXISTING MASONRY WALL AS INDICATED INCTL REPORT. CUT OUT MORTAR AT DAMAGED JOINTS TO A MIN. DEPTHOF 3/4". FILL JOINTS W/ NEW TYPE N MORTAR (MATCH EXISTING COLOR)IN MAX. 1/4" LAYERS.5.FLOOR 1. REMOVE & REPLACE DAMAGED TILE AS INDICATED IN CTLREPORT.6.LOWER FLOOR. PATCH & REPAIR CRACK IN EXISTING CONCRETE CURBAS INDICATED IN CTL REPORT. REFER TO NOTE 1 ON SHEET SA121 & A122FOR MORE INFORMATION ON REPAIR MATERIAL.7.FLOORS 1-5 & LOWER FLOOR. PATCH & REPAIR ADDITIONAL CRACKS INGYPSUM BOARD CEILING OR SOFFIT AS SHOWN ON DRAWINGS BUT NOTINDICATED IN REPORT. SAND PATCH SMOOTH TO MATCH ADJACENTCONSTRUCTION. PRIME NEWLY PATCHED AREAS & PROVIDE (2) COATSOF FINISH PAINT FROM CORNER TO CORNER. GC TO PERFORM VISUALINSPECTION IN FIELD PRIOR TO WORK EFFORTS TO IDENTIFY ADDITIONALCRACKS NOT INDICATED ON DRAWINGS.8.FLOORS 1-4 & LOWER FLOOR. PATCH & REPAIR ADDITIONAL CRACKS INGYPSUM BOARD WALL OR PARTITION AS SHOWN ON DRAWINGS BUT NOTINDICATED IN REPORT. SAND PATCH SMOOTH TO MATCH ADJACENTCONSTRUCTION. PRIME NEWLY PATCHED AREAS & PROVIDE (2) COATSOF FINISH PAINT FROM CORNER TO CORNER. GC TO PERFORM VISUALINSPECTION IN FIELD PRIOR TO WORK EFFORTS TO IDENTIFY ADDITIONALCRACKS NOT INDICATED ON DRAWINGS.9.FLOOR 1 & LOWER FLOOR. PATCH & REPAIR ADDITIONAL CRACKS INEXISTING CONCRETE SLAB AS SHOWN ON DRAWINGS BUT NOTINDICATED IN REPORT. SEE NOTE 1 ON SHEET SA121 & A122 FOR MOREINFORMATION. ALSO SEE NOTE 2 ON SHEETS A121 & A122 FOR MOREINFORMATION ON ADDRESSING FLOOR LEVELNESS ISSUES.10.LOWER FLOOR. PATCH & REPAIR ADDITIONAL CRACKS IN EXISTINGCONCRETE WALL AS SHOWN ON DRAWINGS BUT NOT INDICATED INREPORT. REFER TO NOTE 1 ON SHEET SA121 & A122 FOR MOREINFORMATION ON REPAIR MATERIAL.11.FLOOR 1 & LOWER FLOOR. CUT OUT EXISTING CRACKED GROUT NOTINDICATED IN REPORT. CRACKED GROUT AREAS TO INCLUDE BUT ARENOT LIMITED TO FLOORS, BASE, FLOOR/BASE TRANSITIONS. PATCHGROUT TO MATCH EXISTING.12.FLOOR 1. REPAIR ADDITIONAL CRACKS IN EXISTING MASONRY WALL ASSHOWN ON DRAWINGS BUT NOT INDICATED IN REPORT. CUT OUTMORTAR AT DAMAGED JOINTS TO A MIN. DEPTH OF 3/4". FILL JOINTS W/NEW TYPE N MORTAR (MATCH EXISTING COLOR) IN MAX. 1/4" LAYERS.13.FLOOR 1. EXISTING FLOOR TO WALL JOINT HAS SEPARATED. SEE NOTES1 & 2 ON SHEET A121 FOR MORE INFORMATION ON REPAIR.
DUCT CHASEJE.11ABCDEFGHH.21.123456789108.2F.1G.1G.2H.1JA.13.25TH. FLOOR5TH. FLOOR5TH. FLOOR5TH. FLOOR5TH. FLOORE.23.14.1K2.2H.22.19BF.1D.14.2E.0.1E.0.1E.2.1F.0.2F.0.1FIRECOMMAND CTR.103STAIR BST-BBOARD ROOM107HOTEL LOBBY111ELEVATORLOBBY120LOUNGE106OFFICE112WORKAREA115LUGGAGE113FRONTDESK108OFFICE117OFFICE116PANTRY109HOTEL LOBBY111FITNESSCENTER124STORAGE121TOILET122VESTIBULE123POOL125CORRIDOR128POOLEQUIP.126LOADINGDOCK129VESTIBULE101VALET10214123213223322222233333336777777777777778888878788778777887778888898888888887888888887887771313813888888888877888878888841111111111111111688812121313JMR/SPFIRST FLOOR PLANARCHITECT2495 Main Street, Suite 434Buffalo, New York 14214Phone (716) 836-1522Fax (716) 832-0119www.bhnt.comVISION. INSPIRATION. PERFORMANCE.CONSULTANT TEAM:Mechanical / Electrical / Plumbing /Fire Protection:3556 Lake Shore Road, Suite 500, Buffalo, New York 14219Phone: (716) 827-8000 Fax: (716) 826-7958SCALE:PROJECT NUMBER:DATE:DRAWN BY:AS NOTEDREVISIONSNO.DATEDESCRIPTIONBYIt is a violation of Section 7209, Subdivision 2, ofthe New York State Law for any persons, unlessacting under the direction of a Licensed Architector Professional Engineer, to alter in any way,plans, specifications, or reports to which the sealof a licensed Architect or Professional Engineerhas been applied.SHEET TITLE:REVISED:SHEET NUMBER:Cosmetic RepairsPROJECT / LOCATION:21800022 JUNE 2018218000 A101 FIRST FLOOR.DWG
6/22/2018 10:13 AMA101 OWNER/CLIENT:130 East Seneca StreetIthaca, NY 148502421 Main Street, Buffalo, New York 14214Phone: (716) 228-4180Construction Management:350 Essjay Road, Suite 101Williamsville, NY 14221CASCADE PLAZALLC ITHACASCALE:A1011FIRST FLOOR PLAN1/8"=1'-0"FLOOR PLAN NOTES:X1.FLOORS 1-4. PATCH & REPAIR CRACK IN GYPSUM BOARD CEILING ORSOFFIT AS INDICATED IN CTL REPORT. SAND PATCH SMOOTH TO MATCHADJACENT CONSTRUCTION. PRIME NEWLY PATCHED AREAS & PROVIDE(2) COATS OF FINISH PAINT FROM CORNER TO CORNER.2.FLOORS 1-5. PATCH & REPAIR CRACK IN GYPSUM BOARD WALL ORPARTITION AS INDICATED IN CTL REPORT. SAND PATCH SMOOTH TOMATCH ADJACENT CONSTRUCTION. PRIME NEWLY PATCHED AREAS &PROVIDE (2) COATS OF FINISH PAINT FROM CORNER TO CORNER.3.FLOOR 1 & LOWER FLOOR. PATCH & REPAIR CRACK IN EXISTINGCONCRETE SLAB AS INDICATED IN CTL REPORT. SEE NOTE 1 ON SHEETSA121 & A122 FOR MORE INFORMATION. ALSO SEE NOTE 2 ON SHEETSA121 & A122 FOR MORE INFORMATION ON ADDRESSING FLOORLEVELNESS ISSUES AS INDICATED IN CTL REPORT.4.FLOOR 1. REPAIR CRACKS IN EXISTING MASONRY WALL AS INDICATED INCTL REPORT. CUT OUT MORTAR AT DAMAGED JOINTS TO A MIN. DEPTHOF 3/4". FILL JOINTS W/ NEW TYPE N MORTAR (MATCH EXISTING COLOR)IN MAX. 1/4" LAYERS.5.FLOOR 1. REMOVE & REPLACE DAMAGED TILE AS INDICATED IN CTLREPORT.6.LOWER FLOOR. PATCH & REPAIR CRACK IN EXISTING CONCRETE CURBAS INDICATED IN CTL REPORT. REFER TO NOTE 1 ON SHEET SA121 & A122FOR MORE INFORMATION ON REPAIR MATERIAL.7.FLOORS 1-5 & LOWER FLOOR. PATCH & REPAIR ADDITIONAL CRACKS INGYPSUM BOARD CEILING OR SOFFIT AS SHOWN ON DRAWINGS BUT NOTINDICATED IN REPORT. SAND PATCH SMOOTH TO MATCH ADJACENTCONSTRUCTION. PRIME NEWLY PATCHED AREAS & PROVIDE (2) COATSOF FINISH PAINT FROM CORNER TO CORNER. GC TO PERFORM VISUALINSPECTION IN FIELD PRIOR TO WORK EFFORTS TO IDENTIFY ADDITIONALCRACKS NOT INDICATED ON DRAWINGS.8.FLOORS 1-4 & LOWER FLOOR. PATCH & REPAIR ADDITIONAL CRACKS INGYPSUM BOARD WALL OR PARTITION AS SHOWN ON DRAWINGS BUT NOTINDICATED IN REPORT. SAND PATCH SMOOTH TO MATCH ADJACENTCONSTRUCTION. PRIME NEWLY PATCHED AREAS & PROVIDE (2) COATSOF FINISH PAINT FROM CORNER TO CORNER. GC TO PERFORM VISUALINSPECTION IN FIELD PRIOR TO WORK EFFORTS TO IDENTIFY ADDITIONALCRACKS NOT INDICATED ON DRAWINGS.9.FLOOR 1 & LOWER FLOOR. PATCH & REPAIR ADDITIONAL CRACKS INEXISTING CONCRETE SLAB AS SHOWN ON DRAWINGS BUT NOTINDICATED IN REPORT. SEE NOTE 1 ON SHEET SA121 & A122 FOR MOREINFORMATION. ALSO SEE NOTE 2 ON SHEETS A121 & A122 FOR MOREINFORMATION ON ADDRESSING FLOOR LEVELNESS ISSUES.10.LOWER FLOOR. PATCH & REPAIR ADDITIONAL CRACKS IN EXISTINGCONCRETE WALL AS SHOWN ON DRAWINGS BUT NOT INDICATED INREPORT. REFER TO NOTE 1 ON SHEET SA121 & A122 FOR MOREINFORMATION ON REPAIR MATERIAL.11.FLOOR 1 & LOWER FLOOR. CUT OUT EXISTING CRACKED GROUT NOTINDICATED IN REPORT. CRACKED GROUT AREAS TO INCLUDE BUT ARENOT LIMITED TO FLOORS, BASE, FLOOR/BASE TRANSITIONS. PATCHGROUT TO MATCH EXISTING.12.FLOOR 1. REPAIR ADDITIONAL CRACKS IN EXISTING MASONRY WALL ASSHOWN ON DRAWINGS BUT NOT INDICATED IN REPORT. CUT OUTMORTAR AT DAMAGED JOINTS TO A MIN. DEPTH OF 3/4". FILL JOINTS W/NEW TYPE N MORTAR (MATCH EXISTING COLOR) IN MAX. 1/4" LAYERS.13.FLOOR 1. EXISTING FLOOR TO WALL JOINT HAS SEPARATED. SEE NOTES1 & 2 ON SHEET A121 FOR MORE INFORMATION ON REPAIR.
ROOFROOFROOFJE.11ABCDEFGHH.21.123456789108.2F.1G.1G.2H.1JA.13.25TH. FLOOR5TH. FLOOR5TH. FLOOR5TH. FLOOR5TH. FLOORE.23.14.1K2.2H.22.19BF.1D.14.2E.0.1E.0.1E.2.1F.0.2F.0.1OFFICE200OFFICE201OFFICE202OFFICE203FILES204STAIR AOFFICE204AOFFICE204BMECHANICALOFFICE206OFFICE207OFFICE210OFFICE209PHONE225GENERAL AREA211OFFICE212OFFICE213OFFICE214OFFICE215OFFICE216OFFICE218AOFFICE218STAIR BOFFICE219OFFICE224OFFICE223GENERAL AREA217OFFICE220OFFICE221OFFICE222GENERAL AREA236OFFICE239OFFICE240OFFICE238OFFICE237GENERAL AREA235STAIR COFFICE234OFFICE244OFFICE233SERVERS232STORAGE230CCOLLATING230BCOLLATING230DPHONE230EMAIL ROOM230STORAGE230ATELECOM231MEN'SWOMEN'SELEV. LOBBYELEV CELEV BELEV AELEV DELEV EELEV FGENERAL AREA2051111111122222222222OFFICE208221128778787778777788787777JMRSECOND FLOORPLANARCHITECT2495 Main Street, Suite 434Buffalo, New York 14214Phone (716) 836-1522Fax (716) 832-0119www.bhnt.comVISION. INSPIRATION. PERFORMANCE.CONSULTANT TEAM:Mechanical / Electrical / Plumbing /Fire Protection:3556 Lake Shore Road, Suite 500, Buffalo, New York 14219Phone: (716) 827-8000 Fax: (716) 826-7958SCALE:PROJECT NUMBER:DATE:DRAWN BY:AS NOTEDREVISIONSNO.DATEDESCRIPTIONBYIt is a violation of Section 7209, Subdivision 2, ofthe New York State Law for any persons, unlessacting under the direction of a Licensed Architector Professional Engineer, to alter in any way,plans, specifications, or reports to which the sealof a licensed Architect or Professional Engineerhas been applied.SHEET TITLE:REVISED:SHEET NUMBER:Cosmetic RepairsPROJECT / LOCATION:21800022 JUNE 2018218000 A102 SECOND FLOOR.DWG
6/22/2018 10:13 AMA102 OWNER/CLIENT:130 East Seneca StreetIthaca, NY 148502421 Main Street, Buffalo, New York 14214Phone: (716) 228-4180Construction Management:350 Essjay Road, Suite 101Williamsville, NY 14221CASCADE PLAZALLC ITHACASCALE:A1021SECOND FLOOR PLAN1/8"=1'-0"FLOOR PLAN NOTES:X1.FLOORS 1-4. PATCH & REPAIR CRACK IN GYPSUM BOARD CEILING ORSOFFIT AS INDICATED IN CTL REPORT. SAND PATCH SMOOTH TO MATCHADJACENT CONSTRUCTION. PRIME NEWLY PATCHED AREAS & PROVIDE(2) COATS OF FINISH PAINT FROM CORNER TO CORNER.2.FLOORS 1-5. PATCH & REPAIR CRACK IN GYPSUM BOARD WALL ORPARTITION AS INDICATED IN CTL REPORT. SAND PATCH SMOOTH TOMATCH ADJACENT CONSTRUCTION. PRIME NEWLY PATCHED AREAS &PROVIDE (2) COATS OF FINISH PAINT FROM CORNER TO CORNER.3.FLOOR 1 & LOWER FLOOR. PATCH & REPAIR CRACK IN EXISTINGCONCRETE SLAB AS INDICATED IN CTL REPORT. SEE NOTE 1 ON SHEETSA121 & A122 FOR MORE INFORMATION. ALSO SEE NOTE 2 ON SHEETSA121 & A122 FOR MORE INFORMATION ON ADDRESSING FLOORLEVELNESS ISSUES AS INDICATED IN CTL REPORT.4.FLOOR 1. REPAIR CRACKS IN EXISTING MASONRY WALL AS INDICATED INCTL REPORT. CUT OUT MORTAR AT DAMAGED JOINTS TO A MIN. DEPTHOF 3/4". FILL JOINTS W/ NEW TYPE N MORTAR (MATCH EXISTING COLOR)IN MAX. 1/4" LAYERS.5.FLOOR 1. REMOVE & REPLACE DAMAGED TILE AS INDICATED IN CTLREPORT.6.LOWER FLOOR. PATCH & REPAIR CRACK IN EXISTING CONCRETE CURBAS INDICATED IN CTL REPORT. REFER TO NOTE 1 ON SHEET SA121 & A122FOR MORE INFORMATION ON REPAIR MATERIAL.7.FLOORS 1-5 & LOWER FLOOR. PATCH & REPAIR ADDITIONAL CRACKS INGYPSUM BOARD CEILING OR SOFFIT AS SHOWN ON DRAWINGS BUT NOTINDICATED IN REPORT. SAND PATCH SMOOTH TO MATCH ADJACENTCONSTRUCTION. PRIME NEWLY PATCHED AREAS & PROVIDE (2) COATSOF FINISH PAINT FROM CORNER TO CORNER. GC TO PERFORM VISUALINSPECTION IN FIELD PRIOR TO WORK EFFORTS TO IDENTIFY ADDITIONALCRACKS NOT INDICATED ON DRAWINGS.8.FLOORS 1-4 & LOWER FLOOR. PATCH & REPAIR ADDITIONAL CRACKS INGYPSUM BOARD WALL OR PARTITION AS SHOWN ON DRAWINGS BUT NOTINDICATED IN REPORT. SAND PATCH SMOOTH TO MATCH ADJACENTCONSTRUCTION. PRIME NEWLY PATCHED AREAS & PROVIDE (2) COATSOF FINISH PAINT FROM CORNER TO CORNER. GC TO PERFORM VISUALINSPECTION IN FIELD PRIOR TO WORK EFFORTS TO IDENTIFY ADDITIONALCRACKS NOT INDICATED ON DRAWINGS.9.FLOOR 1 & LOWER FLOOR. PATCH & REPAIR ADDITIONAL CRACKS INEXISTING CONCRETE SLAB AS SHOWN ON DRAWINGS BUT NOTINDICATED IN REPORT. SEE NOTE 1 ON SHEET SA121 & A122 FOR MOREINFORMATION. ALSO SEE NOTE 2 ON SHEETS A121 & A122 FOR MOREINFORMATION ON ADDRESSING FLOOR LEVELNESS ISSUES.10.LOWER FLOOR. PATCH & REPAIR ADDITIONAL CRACKS IN EXISTINGCONCRETE WALL AS SHOWN ON DRAWINGS BUT NOT INDICATED INREPORT. REFER TO NOTE 1 ON SHEET SA121 & A122 FOR MOREINFORMATION ON REPAIR MATERIAL.11.FLOOR 1 & LOWER FLOOR. CUT OUT EXISTING CRACKED GROUT NOTINDICATED IN REPORT. CRACKED GROUT AREAS TO INCLUDE BUT ARENOT LIMITED TO FLOORS, BASE, FLOOR/BASE TRANSITIONS. PATCHGROUT TO MATCH EXISTING.12.FLOOR 1. REPAIR ADDITIONAL CRACKS IN EXISTING MASONRY WALL ASSHOWN ON DRAWINGS BUT NOT INDICATED IN REPORT. CUT OUTMORTAR AT DAMAGED JOINTS TO A MIN. DEPTH OF 3/4". FILL JOINTS W/NEW TYPE N MORTAR (MATCH EXISTING COLOR) IN MAX. 1/4" LAYERS.13.FLOOR 1. EXISTING FLOOR TO WALL JOINT HAS SEPARATED. SEE NOTES1 & 2 ON SHEET A121 FOR MORE INFORMATION ON REPAIR.
ROOFROOFROOFJE.11ABCDEFGHH.21.123456789108.2F.1G.1G.2H.1JA.13.25TH. FLOOR5TH. FLOOR5TH. FLOOR5TH. FLOOR5TH. FLOORE.23.14.1K2.2H.22.19BF.1D.14.2E.0.1E.0.1E.2.1F.0.2F.0.1OFFICE300OFFICE301OFFICE302OFFICE303OFFICE304GENERAL AREA305MECHANICALOFFICE306OFFICE307OFFICE308OFFICE309OFFICE310OFFICE311STAIR AGENERAL AREA312OFFICE313OFFICE314OFFICE315OFFICE316OFFICE317OFFICE318GENERAL AREA319OFFICE320MEETING323OFFICE321OFFICE322GENERAL AREA324OFFICE325OFFICE326STAIR BCONFERENCE327LOBBY331PHONE329PHONE330GENERAL AREA328OFFICE336OFFICE337OFFICE335OFFICE334OFFICE332OFFICE333GENERAL AREA359OFFICE355OFFICE356OFFICE357MEETING354OFFICE353OFFICE352STAIR CGENERAL AREA350GENERAL AREA349OFFICE346OFFICE344OFFICE343OFFICE342OFFICE341TELECOM340OFFICE339LUNCH ROOM338STORAGE336AMEN'SWOMEN'SELEV. LOBBYELEV AELEV BELEV CELEV FELEV EELEV D11111222222282222111111111111111117888787887777777777777888788823JMRTHIRD FLOOR PLANARCHITECT2495 Main Street, Suite 434Buffalo, New York 14214Phone (716) 836-1522Fax (716) 832-0119www.bhnt.comVISION. INSPIRATION. PERFORMANCE.CONSULTANT TEAM:Mechanical / Electrical / Plumbing /Fire Protection:3556 Lake Shore Road, Suite 500, Buffalo, New York 14219Phone: (716) 827-8000 Fax: (716) 826-7958SCALE:PROJECT NUMBER:DATE:DRAWN BY:AS NOTEDREVISIONSNO.DATEDESCRIPTIONBYIt is a violation of Section 7209, Subdivision 2, ofthe New York State Law for any persons, unlessacting under the direction of a Licensed Architector Professional Engineer, to alter in any way,plans, specifications, or reports to which the sealof a licensed Architect or Professional Engineerhas been applied.SHEET TITLE:REVISED:SHEET NUMBER:Cosmetic RepairsPROJECT / LOCATION:21800022 JUNE 2018218000 A103 THIRD FLOOR.DWG
6/22/2018 10:13 AMA103 OWNER/CLIENT:130 East Seneca StreetIthaca, NY 148502421 Main Street, Buffalo, New York 14214Phone: (716) 228-4180Construction Management:350 Essjay Road, Suite 101Williamsville, NY 14221CASCADE PLAZALLC ITHACASCALE:A1031THIRD FLOOR PLAN1/8"=1'-0"FLOOR PLAN NOTES:X1.FLOORS 1-4. PATCH & REPAIR CRACK IN GYPSUM BOARD CEILING ORSOFFIT AS INDICATED IN CTL REPORT. SAND PATCH SMOOTH TO MATCHADJACENT CONSTRUCTION. PRIME NEWLY PATCHED AREAS & PROVIDE(2) COATS OF FINISH PAINT FROM CORNER TO CORNER.2.FLOORS 1-5. PATCH & REPAIR CRACK IN GYPSUM BOARD WALL ORPARTITION AS INDICATED IN CTL REPORT. SAND PATCH SMOOTH TOMATCH ADJACENT CONSTRUCTION. PRIME NEWLY PATCHED AREAS &PROVIDE (2) COATS OF FINISH PAINT FROM CORNER TO CORNER.3.FLOOR 1 & LOWER FLOOR. PATCH & REPAIR CRACK IN EXISTINGCONCRETE SLAB AS INDICATED IN CTL REPORT. SEE NOTE 1 ON SHEETSA121 & A122 FOR MORE INFORMATION. ALSO SEE NOTE 2 ON SHEETSA121 & A122 FOR MORE INFORMATION ON ADDRESSING FLOORLEVELNESS ISSUES AS INDICATED IN CTL REPORT.4.FLOOR 1. REPAIR CRACKS IN EXISTING MASONRY WALL AS INDICATED INCTL REPORT. CUT OUT MORTAR AT DAMAGED JOINTS TO A MIN. DEPTHOF 3/4". FILL JOINTS W/ NEW TYPE N MORTAR (MATCH EXISTING COLOR)IN MAX. 1/4" LAYERS.5.FLOOR 1. REMOVE & REPLACE DAMAGED TILE AS INDICATED IN CTLREPORT.6.LOWER FLOOR. PATCH & REPAIR CRACK IN EXISTING CONCRETE CURBAS INDICATED IN CTL REPORT. REFER TO NOTE 1 ON SHEET SA121 & A122FOR MORE INFORMATION ON REPAIR MATERIAL.7.FLOORS 1-5 & LOWER FLOOR. PATCH & REPAIR ADDITIONAL CRACKS INGYPSUM BOARD CEILING OR SOFFIT AS SHOWN ON DRAWINGS BUT NOTINDICATED IN REPORT. SAND PATCH SMOOTH TO MATCH ADJACENTCONSTRUCTION. PRIME NEWLY PATCHED AREAS & PROVIDE (2) COATSOF FINISH PAINT FROM CORNER TO CORNER. GC TO PERFORM VISUALINSPECTION IN FIELD PRIOR TO WORK EFFORTS TO IDENTIFY ADDITIONALCRACKS NOT INDICATED ON DRAWINGS.8.FLOORS 1-4 & LOWER FLOOR. PATCH & REPAIR ADDITIONAL CRACKS INGYPSUM BOARD WALL OR PARTITION AS SHOWN ON DRAWINGS BUT NOTINDICATED IN REPORT. SAND PATCH SMOOTH TO MATCH ADJACENTCONSTRUCTION. PRIME NEWLY PATCHED AREAS & PROVIDE (2) COATSOF FINISH PAINT FROM CORNER TO CORNER. GC TO PERFORM VISUALINSPECTION IN FIELD PRIOR TO WORK EFFORTS TO IDENTIFY ADDITIONALCRACKS NOT INDICATED ON DRAWINGS.9.FLOOR 1 & LOWER FLOOR. PATCH & REPAIR ADDITIONAL CRACKS INEXISTING CONCRETE SLAB AS SHOWN ON DRAWINGS BUT NOTINDICATED IN REPORT. SEE NOTE 1 ON SHEET SA121 & A122 FOR MOREINFORMATION. ALSO SEE NOTE 2 ON SHEETS A121 & A122 FOR MOREINFORMATION ON ADDRESSING FLOOR LEVELNESS ISSUES.10.LOWER FLOOR. PATCH & REPAIR ADDITIONAL CRACKS IN EXISTINGCONCRETE WALL AS SHOWN ON DRAWINGS BUT NOT INDICATED INREPORT. REFER TO NOTE 1 ON SHEET SA121 & A122 FOR MOREINFORMATION ON REPAIR MATERIAL.11.FLOOR 1 & LOWER FLOOR. CUT OUT EXISTING CRACKED GROUT NOTINDICATED IN REPORT. CRACKED GROUT AREAS TO INCLUDE BUT ARENOT LIMITED TO FLOORS, BASE, FLOOR/BASE TRANSITIONS. PATCHGROUT TO MATCH EXISTING.12.FLOOR 1. REPAIR ADDITIONAL CRACKS IN EXISTING MASONRY WALL ASSHOWN ON DRAWINGS BUT NOT INDICATED IN REPORT. CUT OUTMORTAR AT DAMAGED JOINTS TO A MIN. DEPTH OF 3/4". FILL JOINTS W/NEW TYPE N MORTAR (MATCH EXISTING COLOR) IN MAX. 1/4" LAYERS.13.FLOOR 1. EXISTING FLOOR TO WALL JOINT HAS SEPARATED. SEE NOTES1 & 2 ON SHEET A121 FOR MORE INFORMATION ON REPAIR.
JE.11ABCDEFGHH.21.123456789108.2F.1G.1G.2H.1JA.13.25TH. FLOOR5TH. FLOOR5TH. FLOOR5TH. FLOOR5TH. FLOORE.23.14.1K2.2H.22.19BF.1D.14.2E.0.1E.0.1E.2.1F.0.2F.0.1ROOFROOFROOFOFFICE400OFFICE401OFFICE402OFFICE403OFFICE404OFFICE405OFFICE409OFFICE410GENERAL AREA408STAIR AMECHANICALOFFICE414STORAGE415STORAGE413STORAGE421LIBRARY422OFFICE420OFFICE419OFFICE424OFFICE425GENERAL AREA423OFFICE426OFFICE427OFFICE428OFFICE429OFFICE430OFFICE431STAIR BOFFICE434RECEPTION440OFFICE435OFFICE433KIT.437OFFICE432GENERAL AREA455GENERAL AREA456OFFICE444CONFERENCE436OFFICE443GENERAL AREA454OFFICE400STAIR CGENERAL AREA452OFFICE451OFFICE450OFFICE449TELECOM447MEETING448OFFICE446MEN'SWOMEN'SELEV. LOBBYELEV CELEV BELEV AELEV DELEV EELEV F1711212111111111222222221222OFFICE411OFFICE4122217787787777777888887777778877JMRFOURTH FLOOR PLANARCHITECT2495 Main Street, Suite 434Buffalo, New York 14214Phone (716) 836-1522Fax (716) 832-0119www.bhnt.comVISION. INSPIRATION. PERFORMANCE.CONSULTANT TEAM:Mechanical / Electrical / Plumbing /Fire Protection:3556 Lake Shore Road, Suite 500, Buffalo, New York 14219Phone: (716) 827-8000 Fax: (716) 826-7958SCALE:PROJECT NUMBER:DATE:DRAWN BY:AS NOTEDREVISIONSNO.DATEDESCRIPTIONBYIt is a violation of Section 7209, Subdivision 2, ofthe New York State Law for any persons, unlessacting under the direction of a Licensed Architector Professional Engineer, to alter in any way,plans, specifications, or reports to which the sealof a licensed Architect or Professional Engineerhas been applied.SHEET TITLE:REVISED:SHEET NUMBER:Cosmetic RepairsPROJECT / LOCATION:21800022 JUNE 2018218000 A104 FOURTH FLOOR.DWG
6/22/2018 10:13 AMA104 OWNER/CLIENT:130 East Seneca StreetIthaca, NY 148502421 Main Street, Buffalo, New York 14214Phone: (716) 228-4180Construction Management:350 Essjay Road, Suite 101Williamsville, NY 14221CASCADE PLAZALLC ITHACASCALE:A1041FOURTH FLOOR PLAN1/8"=1'-0"FLOOR PLAN NOTES:X1.FLOORS 1-4. PATCH & REPAIR CRACK IN GYPSUM BOARD CEILING ORSOFFIT AS INDICATED IN CTL REPORT. SAND PATCH SMOOTH TO MATCHADJACENT CONSTRUCTION. PRIME NEWLY PATCHED AREAS & PROVIDE(2) COATS OF FINISH PAINT FROM CORNER TO CORNER.2.FLOORS 1-5. PATCH & REPAIR CRACK IN GYPSUM BOARD WALL ORPARTITION AS INDICATED IN CTL REPORT. SAND PATCH SMOOTH TOMATCH ADJACENT CONSTRUCTION. PRIME NEWLY PATCHED AREAS &PROVIDE (2) COATS OF FINISH PAINT FROM CORNER TO CORNER.3.FLOOR 1 & LOWER FLOOR. PATCH & REPAIR CRACK IN EXISTINGCONCRETE SLAB AS INDICATED IN CTL REPORT. SEE NOTE 1 ON SHEETSA121 & A122 FOR MORE INFORMATION. ALSO SEE NOTE 2 ON SHEETSA121 & A122 FOR MORE INFORMATION ON ADDRESSING FLOORLEVELNESS ISSUES AS INDICATED IN CTL REPORT.4.FLOOR 1. REPAIR CRACKS IN EXISTING MASONRY WALL AS INDICATED INCTL REPORT. CUT OUT MORTAR AT DAMAGED JOINTS TO A MIN. DEPTHOF 3/4". FILL JOINTS W/ NEW TYPE N MORTAR (MATCH EXISTING COLOR)IN MAX. 1/4" LAYERS.5.FLOOR 1. REMOVE & REPLACE DAMAGED TILE AS INDICATED IN CTLREPORT.6.LOWER FLOOR. PATCH & REPAIR CRACK IN EXISTING CONCRETE CURBAS INDICATED IN CTL REPORT. REFER TO NOTE 1 ON SHEET SA121 & A122FOR MORE INFORMATION ON REPAIR MATERIAL.7.FLOORS 1-5 & LOWER FLOOR. PATCH & REPAIR ADDITIONAL CRACKS INGYPSUM BOARD CEILING OR SOFFIT AS SHOWN ON DRAWINGS BUT NOTINDICATED IN REPORT. SAND PATCH SMOOTH TO MATCH ADJACENTCONSTRUCTION. PRIME NEWLY PATCHED AREAS & PROVIDE (2) COATSOF FINISH PAINT FROM CORNER TO CORNER. GC TO PERFORM VISUALINSPECTION IN FIELD PRIOR TO WORK EFFORTS TO IDENTIFY ADDITIONALCRACKS NOT INDICATED ON DRAWINGS.8.FLOORS 1-4 & LOWER FLOOR. PATCH & REPAIR ADDITIONAL CRACKS INGYPSUM BOARD WALL OR PARTITION AS SHOWN ON DRAWINGS BUT NOTINDICATED IN REPORT. SAND PATCH SMOOTH TO MATCH ADJACENTCONSTRUCTION. PRIME NEWLY PATCHED AREAS & PROVIDE (2) COATSOF FINISH PAINT FROM CORNER TO CORNER. GC TO PERFORM VISUALINSPECTION IN FIELD PRIOR TO WORK EFFORTS TO IDENTIFY ADDITIONALCRACKS NOT INDICATED ON DRAWINGS.9.FLOOR 1 & LOWER FLOOR. PATCH & REPAIR ADDITIONAL CRACKS INEXISTING CONCRETE SLAB AS SHOWN ON DRAWINGS BUT NOTINDICATED IN REPORT. SEE NOTE 1 ON SHEET SA121 & A122 FOR MOREINFORMATION. ALSO SEE NOTE 2 ON SHEETS A121 & A122 FOR MOREINFORMATION ON ADDRESSING FLOOR LEVELNESS ISSUES.10.LOWER FLOOR. PATCH & REPAIR ADDITIONAL CRACKS IN EXISTINGCONCRETE WALL AS SHOWN ON DRAWINGS BUT NOT INDICATED INREPORT. REFER TO NOTE 1 ON SHEET SA121 & A122 FOR MOREINFORMATION ON REPAIR MATERIAL.11.FLOOR 1 & LOWER FLOOR. CUT OUT EXISTING CRACKED GROUT NOTINDICATED IN REPORT. CRACKED GROUT AREAS TO INCLUDE BUT ARENOT LIMITED TO FLOORS, BASE, FLOOR/BASE TRANSITIONS. PATCHGROUT TO MATCH EXISTING.12.FLOOR 1. REPAIR ADDITIONAL CRACKS IN EXISTING MASONRY WALL ASSHOWN ON DRAWINGS BUT NOT INDICATED IN REPORT. CUT OUTMORTAR AT DAMAGED JOINTS TO A MIN. DEPTH OF 3/4". FILL JOINTS W/NEW TYPE N MORTAR (MATCH EXISTING COLOR) IN MAX. 1/4" LAYERS.13.FLOOR 1. EXISTING FLOOR TO WALL JOINT HAS SEPARATED. SEE NOTES1 & 2 ON SHEET A121 FOR MORE INFORMATION ON REPAIR.
REF.MWCMJE.11ABCDEFGHH.21.123456789108.2F.1G.1G.2H.1JA.13.25TH. FLOOR5TH. FLOOR5TH. FLOOR5TH. FLOOR5TH. FLOORE.23.14.1K2.2H.22.19BF.1D.14.2E.0.1E.0.1E.2.1F.0.2F.0.1MECHANICALELEV AELEV BELEV CELEV. LOBBYELEV DELEV EELEV FSTAIR AWOMEN'SMEN'SSTAIR BSTAIR COFFICE500-9OFFICE500-10OFFICE500-11OFFICE500-12OFFICE500-13OFFICE500-14OFFICE500-15OFFICE500-16OFFICE500-17OFFICE500-18OFFICE500-8OFFICE500-7OFFICE500-6OFFICE500-20OFFICE500-21OFFICE500-22OFFICE500-11LOBBY500-1OFFICE500-3OFFICE500-2OFFICE505-14OFFICE505-13BREAK AREA505-12OFFICE505-10OFFICE505-9OFFICE505-8OFFICE505-15RECEPTION505-1OFFICE505-7OFFICE505-6OFFICE505-5OFFICE506-`6OFFICE506-17OFFICE506-18OFFICE506-20OFFICE506-21OFFICE506-22OFFICE520-33OFFICE520-32OFFICE506-25OFFICE26OFFICE506-27OFFICE506-29OFFICE506-30OFFICE520-34OFFICE520-35OFFICE520-36OFFICE520-37OFFICE520-38COPY ROOM520-39OFFICE520-40OFFICE520-41OFFICE510-11OFFICE510-10KIT.510-9OFFICE510-8OFFICE510-5OFFICE510-6ENTRY510-1OFFICE510-4OFFICE510-3STORAGE510-22227OFFICE500-6A7JMRFIFTH FLOOR PLANARCHITECT2495 Main Street, Suite 434Buffalo, New York 14214Phone (716) 836-1522Fax (716) 832-0119www.bhnt.comVISION. INSPIRATION. PERFORMANCE.CONSULTANT TEAM:Mechanical / Electrical / Plumbing /Fire Protection:3556 Lake Shore Road, Suite 500, Buffalo, New York 14219Phone: (716) 827-8000 Fax: (716) 826-7958SCALE:PROJECT NUMBER:DATE:DRAWN BY:AS NOTEDREVISIONSNO.DATEDESCRIPTIONBYIt is a violation of Section 7209, Subdivision 2, ofthe New York State Law for any persons, unlessacting under the direction of a Licensed Architector Professional Engineer, to alter in any way,plans, specifications, or reports to which the sealof a licensed Architect or Professional Engineerhas been applied.SHEET TITLE:REVISED:SHEET NUMBER:Cosmetic RepairsPROJECT / LOCATION:21800022 JUNE 2018218000 A105 FIFTH FLOOR.DWG
6/22/2018 10:13 AMA105 OWNER/CLIENT:130 East Seneca StreetIthaca, NY 148502421 Main Street, Buffalo, New York 14214Phone: (716) 228-4180Construction Management:350 Essjay Road, Suite 101Williamsville, NY 14221CASCADE PLAZALLC ITHACASCALE:A1051FIFTH FLOOR PLAN1/8"=1'-0"FLOOR PLAN NOTES:X1.FLOORS 1-4. PATCH & REPAIR CRACK IN GYPSUM BOARD CEILING ORSOFFIT AS INDICATED IN CTL REPORT. SAND PATCH SMOOTH TO MATCHADJACENT CONSTRUCTION. PRIME NEWLY PATCHED AREAS & PROVIDE(2) COATS OF FINISH PAINT FROM CORNER TO CORNER.2.FLOORS 1-5. PATCH & REPAIR CRACK IN GYPSUM BOARD WALL ORPARTITION AS INDICATED IN CTL REPORT. SAND PATCH SMOOTH TOMATCH ADJACENT CONSTRUCTION. PRIME NEWLY PATCHED AREAS &PROVIDE (2) COATS OF FINISH PAINT FROM CORNER TO CORNER.3.FLOOR 1 & LOWER FLOOR. PATCH & REPAIR CRACK IN EXISTINGCONCRETE SLAB AS INDICATED IN CTL REPORT. SEE NOTE 1 ON SHEETSA121 & A122 FOR MORE INFORMATION. ALSO SEE NOTE 2 ON SHEETSA121 & A122 FOR MORE INFORMATION ON ADDRESSING FLOORLEVELNESS ISSUES AS INDICATED IN CTL REPORT.4.FLOOR 1. REPAIR CRACKS IN EXISTING MASONRY WALL AS INDICATED INCTL REPORT. CUT OUT MORTAR AT DAMAGED JOINTS TO A MIN. DEPTHOF 3/4". FILL JOINTS W/ NEW TYPE N MORTAR (MATCH EXISTING COLOR)IN MAX. 1/4" LAYERS.5.FLOOR 1. REMOVE & REPLACE DAMAGED TILE AS INDICATED IN CTLREPORT.6.LOWER FLOOR. PATCH & REPAIR CRACK IN EXISTING CONCRETE CURBAS INDICATED IN CTL REPORT. REFER TO NOTE 1 ON SHEET SA121 & A122FOR MORE INFORMATION ON REPAIR MATERIAL.7.FLOORS 1-5 & LOWER FLOOR. PATCH & REPAIR ADDITIONAL CRACKS INGYPSUM BOARD CEILING OR SOFFIT AS SHOWN ON DRAWINGS BUT NOTINDICATED IN REPORT. SAND PATCH SMOOTH TO MATCH ADJACENTCONSTRUCTION. PRIME NEWLY PATCHED AREAS & PROVIDE (2) COATSOF FINISH PAINT FROM CORNER TO CORNER. GC TO PERFORM VISUALINSPECTION IN FIELD PRIOR TO WORK EFFORTS TO IDENTIFY ADDITIONALCRACKS NOT INDICATED ON DRAWINGS.8.FLOORS 1-4 & LOWER FLOOR. PATCH & REPAIR ADDITIONAL CRACKS INGYPSUM BOARD WALL OR PARTITION AS SHOWN ON DRAWINGS BUT NOTINDICATED IN REPORT. SAND PATCH SMOOTH TO MATCH ADJACENTCONSTRUCTION. PRIME NEWLY PATCHED AREAS & PROVIDE (2) COATSOF FINISH PAINT FROM CORNER TO CORNER. GC TO PERFORM VISUALINSPECTION IN FIELD PRIOR TO WORK EFFORTS TO IDENTIFY ADDITIONALCRACKS NOT INDICATED ON DRAWINGS.9.FLOOR 1 & LOWER FLOOR. PATCH & REPAIR ADDITIONAL CRACKS INEXISTING CONCRETE SLAB AS SHOWN ON DRAWINGS BUT NOTINDICATED IN REPORT. SEE NOTE 1 ON SHEET SA121 & A122 FOR MOREINFORMATION. ALSO SEE NOTE 2 ON SHEETS A121 & A122 FOR MOREINFORMATION ON ADDRESSING FLOOR LEVELNESS ISSUES.10.LOWER FLOOR. PATCH & REPAIR ADDITIONAL CRACKS IN EXISTINGCONCRETE WALL AS SHOWN ON DRAWINGS BUT NOT INDICATED INREPORT. REFER TO NOTE 1 ON SHEET SA121 & A122 FOR MOREINFORMATION ON REPAIR MATERIAL.11.FLOOR 1 & LOWER FLOOR. CUT OUT EXISTING CRACKED GROUT NOTINDICATED IN REPORT. CRACKED GROUT AREAS TO INCLUDE BUT ARENOT LIMITED TO FLOORS, BASE, FLOOR/BASE TRANSITIONS. PATCHGROUT TO MATCH EXISTING.12.FLOOR 1. REPAIR ADDITIONAL CRACKS IN EXISTING MASONRY WALL ASSHOWN ON DRAWINGS BUT NOT INDICATED IN REPORT. CUT OUTMORTAR AT DAMAGED JOINTS TO A MIN. DEPTH OF 3/4". FILL JOINTS W/NEW TYPE N MORTAR (MATCH EXISTING COLOR) IN MAX. 1/4" LAYERS.13.FLOOR 1. EXISTING FLOOR TO WALL JOINT HAS SEPARATED. SEE NOTES1 & 2 ON SHEET A121 FOR MORE INFORMATION ON REPAIR.
COOLER4' WIDE FREEZER MICROCOFFEE 3'-0"2'-1"LOUNGE106VESTIBULE101HOTEL LOBBY111FRONTDESK108LUGGAGE113OFFICE112WORKAREA115OFFICE116OFFICE117ELEVATORLOBBY120BOARD ROOM107FIRECOMMAND CTR.103STAIR BST-BVALET102PANTRY109101-X101115112113108116-1117-1116-2117-2111107-1ST-B-1ST-B-2102103107-21'-6"1'-6"27'-8"4 7/8"12'-1 3/4"4 7/8"3'-0 1/2"4 7/8"11'-10 1/8"4 1/4"3"4 1/4"9'-8 1/4"4 7/8"2'-0 5/8"4 7/8"4'-1 7/8"4 7/8"13'-2 3/4"9'-11 1/4"4 7/8"9'-5 1/8"4 7/8"5'-0"4 7/8"9'-11 1/4"4 7/8"2'-0"4 7/8"2'-1"4 7/8"9'-11 1/4"4 7/8"9'-7 1/8"4 7/8"5'-2 1/4"4 7/8"3'-0 1/4"8'-0"2'-6"13'-10 7/8"1'-4"8'-4"1'-6"16'-6 1/4"1'-6"4'-7 3/4"9"8 1/2"5"5"1'-0"9"1'-6"10"2'-0 1/8"1'-6"2'-10 1/8"1'-3"1'-10"1'-6"7'-6"1'-6"1'-10"6'-5 7/8"3'-2 5/8"1'-6"9'-7"1'-6"5'-5 1/2"1'-6"16'-10 1/2"13'-10 7/8"1'-6"8'-4"1'-6"1'-4"1'-6"2'-1 3/4"1'-6"11 7/8"8'-9 1/4"3'-9 3/8"1'-4"5'-2 3/4"3'-9 3/8"3'-10 7/8"3'-9 3/8"3'-10 7/8"3'-9 3/8"3'-9 3/8"4'-5 7/8"3'-9 3/8"1'-4"1'-6"3 1/4"3 1/4"2'-2 1/2"10"2'-1"10"3'-6"10"2'-1"10"1'-5 1/2"1'-6"91414145567132'-4"4"12121012123434343434344P5P12P12P12P12P5P5P12P12P11P5P5P5P10P10P9P12P52222222323232424242424242424242424242424HGF.1F.0.2F11.1234F.1G.2J1ABCDEFGHH.21.1234A.13.2E.23.14.12.22.1F.1E.0.1E.2.1F.0.2COOLER
4' WIDE FREEZER
MICRO
COFFEE
EXTENT OF AREA
FOR CRACK REPAIR & FLOOR LEVELING
EXTENT OF AREA
FOR SLAB REPLACEMENT
EXTENT OF AREAFOR SLAB REPLACEMENTEXTENT OF AREAFOR CRACK REPAIR & FLOOR LEVELINGJMRNEW LOBBY PARTIALFIRST FLOOR PLANARCHITECT2495 Main Street, Suite 434Buffalo, New York 14214Phone (716) 836-1522Fax (716) 832-0119www.bhnt.comVISION. INSPIRATION. PERFORMANCE.CONSULTANT TEAM:Mechanical / Electrical / Plumbing /Fire Protection:3556 Lake Shore Road, Suite 500, Buffalo, New York 14219Phone: (716) 827-8000 Fax: (716) 826-7958SCALE:PROJECT NUMBER:DATE:DRAWN BY:AS NOTEDREVISIONSNO.DATEDESCRIPTIONBYIt is a violation of Section 7209, Subdivision 2, ofthe New York State Law for any persons, unlessacting under the direction of a Licensed Architector Professional Engineer, to alter in any way,plans, specifications, or reports to which the sealof a licensed Architect or Professional Engineerhas been applied.SHEET TITLE:REVISED:SHEET NUMBER:Cosmetic RepairsPROJECT / LOCATION:21800022 JUNE 2018218000 A121-2 FIRST FLOOR PLAN NEW LOBBY.DWG
6/22/2018 10:14 AMA121 OWNER/CLIENT:130 East Seneca StreetIthaca, NY 148502421 Main Street, Buffalo, New York 14214Phone: (716) 228-4180Construction Management:350 Essjay Road, Suite 101Williamsville, NY 14221CASCADE PLAZALLC ITHACASCALE:A1211PARTIAL FIRST FLOOR PLAN1/4"=1'-0"FIRST FLOOR PLAN NOTES:1.REPAIR/INFILL CRACKS IN SLAB THROUGHOUT THE WORK AREA. BASISOF DESIGN FOR CRACK FILLING & JOINT REPAIR IS ARMOR-HARD BYMETZGER MCGUIRE. PROVIDE NEW SAW CUT IN FLOOR AT ALL FORMERCONTROL JOINTS. ALL REPAIRS & PREPARATION SHALL BE PERMANUFACTURER'S RECOMMENDATIONS, DETAILS, & INSTALLATIONINSTRUCTIONS. SEE FIRST FLOOR LEVELING PLAN FOR EXTENT OFWORK AREA.2.PROVIDE & INSTALL SELF-LEVELING UNDERLAYMENT ON SLABTHROUGHOUT THE WORK AREA. BASIS OF DESIGN FOR LEVELING ISARDEX K15. ALL LEVELING & PREPARATION SHALL BE PERMANUFACTURER'S RECOMMENDATIONS, DETAILS, & INSTALLATIONINSTRUCTIONS. SEE FIRST FLOOR LEVELING PLAN FOR EXTENTS OFWORK AREA.3.REINSTALL SALVAGED WINDOW SILLS AT EXTERIOR WINDOWS.4.PROVIDE & INSTALL NEW 5/8" TYPE X GYPSUM BD.@ EXTERIOR WALLSWHERE REMOVED FOR FLOOR LEVELING WORK.5.PROVIDE & INSTALL HARDWOOD SHELF, ROD & SUPPORT BRACKETS INCLOSET.6.REINSTALL EXISTING RECEPTION DESK.7.REINSTALL DECORATIVE WOODWORK & TRIM BEHIND RECEPTION DESK.MODIFY WOODWORK AS REQ'D. FOR NEW LAYOUT.8.MODIFY & REINSTALL SALVAGED SLIDING DOORS. COORDINATENECESSARY MODIFICATIONS WITH DOOR MANUFACTURER PRIOR TOWORK EFFORTS. IT MAY BE NECESSARY TO REMOVE EXISTING ALUM.STOREFRONT FRAMING & GLAZING ABOVE FOR MODIFICATION IN ORDERTO PROPERLY REINSTALL DOORS.9.REINSTALL SALVAGED FIREPLACE UNIT. RECONNECT UNIT TO EXISTINGGAS SUPPLY & VENT. IF VENT CANNOT BE REUSED, PROVIDE & INSTALLNEW VENT. SEE ENLARGED PLAN, INTERIOR ELEVATIONS & DETAILS FORMORE INFORMATION. ON SURROUNDING CONSTRUCTION & MILLWORK.10.NEW RAISED HEARTH, SEE INTERIOR ELEVATIONS & MILLWORK SECTIONSFOR MORE INFORMATION.11.RELOCATE FURNITURE FROM TEMPORARY HOTEL LOBBY. COORDINATESCHEDULING WITH HOTEL MANAGER.12.NEW TV FOR SECURITY CAMERAS MOUNTED TO WALL. PROVIDEBLOCKING AS REQ'D. COORDINATE EXACT MOUNTING HEIGHT &LOCATION IN FIELD W/ HOTEL MANAGER.13.NEW PANTRY MILLWORK, SEE INTERIOR ELEVATIONS & MILLWORKSECTIONS FOR MORE INFORMATION. PROVIDE & INSTALL NEW WATERLINE & DRAIN FOR COFFEE MAKER, SEE PLUMBING DRAWINGS FOR MOREINFORMATION.14.NEW COUNTERTOP & CABINETS, SEE INTERIOR ELEVATIONS & MILLWORKSECTIONS FOR MORE INFORMATION.22.REINSTALL SALVAGED SPECIALTIES INCLUDING BUT NOT LIMITED TO AEDUNITS, FIRE EXTINGUISHER CABINETS, SIGNAGE, TELEPHONES, ETC. INORIGINAL LOCATIONS.23.REINSTALL SALVAGED MOLDINGS (OR NEW TO MATCH EXISTINGPROFILES) INCLUDING BUT NOT LIMITED TO CHAIR RAIL, WAINSCOTMOLDING, PANEL TRIM, CROWN MOLDING, BASE, ETC. SEE INTERIORELEVATIONS & DETAILS FOR MORE INFORMATION.24.PILASTER CONSTRUCTION SIMILAR TO 8/A501. PROVIDE ADHERED PANELTRIM THIS LOCATION. SEE INTERIOR ELEVATIONS & DETAILS FOR MOREINFORMATION.XSCALE:A1212FIRST FLOOR LEVELING PLAN1/16"=1'-0"
3'-0"2'-1"4'-0"4 7/8"5'-0 1/8"MEN'SLOCKERS118WOMEN'SLOCKERS119FITNESSCENTER124STORAGE121TOILET122VESTIBULE123CORRIDOR127ELEVATORLOBBY120BUSINESSCENTER114POOL125CORRIDOR128POOLEQUIP.126LOADINGDOCK129118119121122124125123127ST-A128-X1294 1/4"3"4 1/4"13'-2 3/8"1'-3 5/8"4 7/8"21'-9 1/8"7 1/4"46'-3"4'-1 7/8"4 1/4"1'-1"4 7/8"7'-8 3/4"4 7/8"7'-6"7 1/4"7'-10 1/4"4 7/8"13'-2 3/4"1'-6"4 1/4"8'-10 1/2"4 7/8"3'-0"4 7/8"3'-0"1'-0"4 7/8"1'-0"3'-0"4 7/8"3'-0"4 7/8"9'-7 3/8"4 7/8"1'-5"5'-0"4 7/8"7'-6 1/8"4 7/8"5'-0"4 7/8"7'-6"4 7/8"5'-0"1'-5 5/8"7'-8 3/8"4 7/8"7 3/8"5'-0"3 1/2"4 1/4"1'-7 3/4"16'-10 1/2"1'-8 1/2"7 1/4"1'-4"1'-6"3 1/4"3 1/4"16551615126677812201210812141013129P6P51'-0"P10P10P9P5171734343434441718P1AP1AP1AP5P512'-0"EQ.EQ.194'-0"EQ.EQ.196'-0"2'-0"19211222222222222324E.2.1E.2E.0.1EDCBAA.111.1234E.0.1D.1B11.12342.12.23.13.2JMRNEW LOBBY PARTIALFIRST FLOOR PLANARCHITECT2495 Main Street, Suite 434Buffalo, New York 14214Phone (716) 836-1522Fax (716) 832-0119www.bhnt.comVISION. INSPIRATION. PERFORMANCE.CONSULTANT TEAM:Mechanical / Electrical / Plumbing /Fire Protection:3556 Lake Shore Road, Suite 500, Buffalo, New York 14219Phone: (716) 827-8000 Fax: (716) 826-7958SCALE:PROJECT NUMBER:DATE:DRAWN BY:AS NOTEDREVISIONSNO.DATEDESCRIPTIONBYIt is a violation of Section 7209, Subdivision 2, ofthe New York State Law for any persons, unlessacting under the direction of a Licensed Architector Professional Engineer, to alter in any way,plans, specifications, or reports to which the sealof a licensed Architect or Professional Engineerhas been applied.SHEET TITLE:REVISED:SHEET NUMBER:Cosmetic RepairsPROJECT / LOCATION:21800022 JUNE 2018218000 A121-2 FIRST FLOOR PLAN NEW LOBBY.DWG
6/22/2018 10:14 AMA122 OWNER/CLIENT:130 East Seneca StreetIthaca, NY 148502421 Main Street, Buffalo, New York 14214Phone: (716) 228-4180Construction Management:350 Essjay Road, Suite 101Williamsville, NY 14221CASCADE PLAZALLC ITHACASCALE:A1221PARTIAL FIRST FLOOR PLAN1/4"=1'-0"XFIRST FLOOR PLAN NOTES:1.REPAIR/INFILL CRACKS IN SLAB THROUGHOUT THE WORK AREA. BASISOF DESIGN FOR CRACK FILLING & JOINT REPAIR IS ARMOR-HARD BYMETZGER MCGUIRE. ALL REPAIRS SHALL BE PER MANUFACTURER'SRECOMMENDATIONS & INSTALLATION INSTRUCTIONS. SEE FIRST FLOORLEVELING PLAN FOR EXTENT OF WORK AREA.2.PROVIDE & INSTALL SELF-LEVELING UNDERLAYMENT ON SLABTHROUGHOUT THE WORK AREA. BASIS OF DESIGN FOR LEVELING ISARDEX K15. SEE FIRST FLOOR LEVELING PLAN FOR EXTENTS OF WORKAREA. SLOPE FLOOR TO FLOOR DRAINS WITHIN MEN'S LOCKERS 118,WOMEN'S LOCKERS 119, & TOILET 122. PROVIDE POSITIVE PITCH TOSHOWERS IN MEN'S LOCKERS 118 & WOMEN'S LOCKERS 119.3.REINSTALL SALVAGED WINDOW SILLS AT EXTERIOR WINDOWS.4.PROVIDE & INSTALL NEW 5/8" TYPE X GYPSUM BD.@ EXTERIOR WALLSWHERE REMOVED FOR FLOOR LEVELING WORK. PROVIDE MOISTURERESISTANT GYPSUM BD. IN POOL AREA.5.EXISTING POOL & SPA TO REMAIN. COORDINATE ALL POOL WORKINCLUDING BUT NOT LIMITED TO NEW LINES, REPAIR OF EXISTING LINES,NEW COPING, ETC. WITH POOL EQUIPMENT CONTRACTOR PRIOR TOWORK EFFORTS.6.PROVIDE & INSTALL NEW 4", 3,000 PSI CONCRETE HOUSEKEEPING PADFOR POOL HEATERS. COORDINATE EXACT SIZE & LOCATION IN FIELD W/POOL EQUIPMENT CONTRACTOR.7.REINSTALL SALVAGED ALUM. STOREFRONT FRAMING & GLAZING. SEEWINDOW ELEVATIONS FOR MORE INFORMATION.8.PROVIDE ACCESS PANEL FOR WATER COOLER PLUMBING LINE ACCESS.9.NEW BUSINESS CENTER MILLWORK. SEE INTERIOR ELEVATIONS &MILLWORK SECTIONS FOR MORE INFORMATION.10.REINSTALL SALVAGED LOCKERS. COORDINATE EXACT OPENING SIZES INFIELD W/ ACTUAL UNITS. INSTALL LOCKERS ON 4" WOOD BASE.11.RELOCATE FITNESS CENTER EQUIPMENT FROM TEMPORARY FITNESSCENTER. COORDINATE SCHEDULING WITH HOTEL MANAGER.12.NEW TV MOUNTED TO WALL. PROVIDE BLOCKING IN WALL AS REQ'D.COORDINATE MOUNTING HEIGHT W/ HOTEL MANAGER. BOTTOM OF TVTO BE MIN. 80" AFF.13.PROVIDE WALL MOUNTED 42" x 20" ADA BENCH. BENCH TO COMPLY W/REQUIREMENTS OF ANSI A117.1 (2009) SECTION 903.14.INSTALL SALVAGED ADA BENCH FROM TEMPORARY FITNESS CENTER.BENCH TO COMPLY W/ REQUIREMENTS OF ANSI A117.1 (2009) SECTION903.15.PROVIDE & INSTALL NEW 4", 3,000 PSI CONCRETE SLAB W/ W2.9xW2.9, 6x6WWM OVER 6" COMPACTED #2 ROC COMPACTED TO 95% MP. SLOPEFLOOR SLAB TO NEW TRENCH DRAINS. TRENCH DRAIN LAYOUT TO BEPROVIDED BY POOL EQUIPMENT CONTRACTOR. COORDINATE FINALLOCATIONS IN FIELD. CONTROL JOINTS IN SLAB TO BE COORDINATEDWITH TRENCH DRAINS.16.REINSTALL EXISTING WATER COOLER. COORDINATE EXACT LOCATION INFIELD WITH EXISTING SUPPLY & WASTE LINES. SEE PLUMBINGDRAWINGS FOR MORE INFORMATION. PROJECTION OF WATER COOLERBEYOND FRONT EDGE OF WING WALLS TO BE 4" MAX. COORDINATEEXACT WING WALL LENGTH W/ ACTUAL WATER COOLER UNITS.17.REINSTALL SALVAGED PLUMBING FIXTURES & TOILET ACCESSORIES.PROVIDE & INSTALL NEW FAUCETS & SHOWERHEADS. SEE PLUMBINGDRAWINGS FOR MORE INFORMATION. PROVIDE & INSTALL ADDITIONALTOILET ACCESSORIES REQ'D. BY CODE INCLUDING BUT NOT LIMITED TOVERTICAL GRAB BAR AT WATER CLOSET, ACCESSIBLE SEAT IN SHOWER,GRAB BARS IN SHOWER, TOILET PARTITIONS, SHOWER CURTAIN & ROD,ROBE HOOKS, ETC. GRAB BARS SHALL BE INSTALLED PERREQUIREMENTS OF ANSI A117.1 (2009) CHAPTER 6.18.REINSTALL SALVAGED DIAMOND PLATE FLOORING IN ELEVATOR.19.PROVIDE & INSTALL NEW MIRRORS ON WALL AS INDICATED. MIRRORS TOBE 84" TALL W/ BOTTOM OF MIRROR 6" ABOVE FLOOR. WIDTHS SHOWNFOR REFERENCE, VERIFY FINAL WIDTH IN FIELD W/ HOTEL MANAGER.20.RELOCATE FITNESS CENTER EQUIPMENT FROM TEMPORARY FITNESSCENTER. COORDINATE SCHEDULING WITH HOTEL MANAGER.21.NEW ATHLETIC FLOORING, SEE FINISH PLAN & SCHEDULE FOR MOREINFORMATION.22.REINSTALL SALVAGED SPECIALTIES INCLUDING BUT NOT LIMITED TO AEDUNITS, FIRE EXTINGUISHER CABINETS, SIGNAGE, TELEPHONES, ETC. INORIGINAL LOCATIONS.23.REINSTALL SALVAGED MOLDINGS (OR NEW TO MATCH EXISTINGPROFILES) INCLUDING BUT NOT LIMITED TO CHAIR RAIL, WAINSCOTMOLDING, PANEL TRIM, CROWN MOLDING, BASE, ETC. SEE INTERIORELEVATIONS & DETAILS FOR MORE INFORMATION.24.PILASTER CONSTRUCTION SIMILAR TO 8/A501. PROVIDE ADHERED PANELTRIM THIS LOCATION. SEE INTERIOR ELEVATIONS & DETAILS FOR MOREINFORMATION.
1223422AT RETURNWALL52AT WALLBEHINDCOLUMNAT COLUMN6AT COLUMN2AT SIDE OFCOLUMNJMR/SPSOUTH ELEVATIONARCHITECT2495 Main Street, Suite 434Buffalo, New York 14214Phone (716) 836-1522Fax (716) 832-0119www.bhnt.comVISION. INSPIRATION. PERFORMANCE.CONSULTANT TEAM:Mechanical / Electrical / Plumbing /Fire Protection:3556 Lake Shore Road, Suite 500, Buffalo, New York 14219Phone: (716) 827-8000 Fax: (716) 826-7958SCALE:PROJECT NUMBER:DATE:DRAWN BY:AS NOTEDREVISIONSNO.DATEDESCRIPTIONBYIt is a violation of Section 7209, Subdivision 2, ofthe New York State Law for any persons, unlessacting under the direction of a Licensed Architector Professional Engineer, to alter in any way,plans, specifications, or reports to which the sealof a licensed Architect or Professional Engineerhas been applied.SHEET TITLE:REVISED:SHEET NUMBER:Cosmetic RepairsPROJECT / LOCATION:21800022 JUNE 2018218000 A201 SOUTH ELEVATION.DWG
6/22/2018 10:14 AMA201 OWNER/CLIENT:130 East Seneca StreetIthaca, NY 148502421 Main Street, Buffalo, New York 14214Phone: (716) 228-4180Construction Management:350 Essjay Road, Suite 101Williamsville, NY 14221CASCADE PLAZALLC ITHACASCALE:A2011SOUTH ELEVATIONNOT TO SCALEELEVATION NOTES:1.FACE BRICK TO BE REPOINTED, ROUT OUT HORIZONTAL AND VERTICALJOINTS AS REQUIRED PER SPECIFICATION, FOR REPOINTING. POINTJOINTS WITH MORTAR TO MATCH EXISTING ADJACENT SOUND BRICKMASONRY. TOOL NEW JOINTS TO MATCH EXISTING ADJACENT. CLEANBRICK MASONRY AS REPOINTING PROGRESSES. WHERE CRACKS ARETOO WIDE FOR REPOINTING USE BACKER ROD AND SEALANT.2.CAST STONE MASONRY TO BE REPOINTED, ROUT OUT HORIZONTAL ANDVERTICAL JOINTS AS REQUIRED PER SPECIFICATION, FOR REPOINTING.POINT JOINTS WITH MORTAR TO MATCH EXISTING ADJACENT SOUNDMASONRY. TOOL NEW JOINTS TO MATCH EXISTING ADJACENT. CLEANCAST STONE MASONRY AS REPOINTING PROGRESSES. WHERE CRACKSARE TOO WIDE FOR REPOINTING USE BACKER ROD AND SEALANT.3.SCRAPE AND REMOVE ALL EXISTING SEALANT AT ENTIRE JOINT BETWEENALUMINUM WINDOW FRAMING AND CAST STONE MASONRY. CLEAN ANDINSTALL NEW BACKER ROD AND SEALANT.4.REMOVE AND REPLACE DAMAGED LENGTH OF GRANITE SILL. COLOR OFSTONE AND SEALANT TO MATCH EXISTING ADJACENT.5.AT CONCRETE SIDEWALK REMOVE FAILED SEALANT IN CONTROL JOINTSAND REPLACE WITH NEW BACKER ROD AND SEALANT.6.REMOVE AND REPLACE CRACKED CAST STONE SILL WITH NEW CASTSTONE SILL TO MATCH EXISTING ADJACENT.XA.THE GENERAL CONTRACTOR IS RESPONSIBLE FOR VERIFYING IN FIELDCONDITIONS PRIOR TO START OF CONSTRUCTION, AND SHALL NOTIFYTHE ARCHITECT OF ANY DISCREPANCIES.B.THE GENERAL CONTRACTOR IS RESPONSIBLE FOR CONFORMING TO ALLBUILDING CODES AND SHALL NOT KNOWINGLY EXECUTE WORK WHICH ISNOT IN CONFORMANCE.C.LOCATIONS SHOWN FOR EXISTING MASONRY WORK ARE APPROXIMATE.CONTRACTOR IS TO FIELD VERIFY CONDITION, LOCATION ANDQUANTITIES OF ALL ROOF PENETRATIONS AND EQUIPMENT.D.ALL EXTERIOR AREAS IDENTIFIED FOR RECONSTRUCTION WORK ORREPAIR ARE BASED ON THE SURVEY AND REPORT DONE BY CTLENGINEERS & CONSTRUCTION TECHNOLOGY CONSULTANTS, P.C.PROVIDED BY CASCADE PLAZA PLAZA LLC.E.AT THE EXTERIOR SHELL ON FLOORS 6 THRU 9 CRACKS WERE IDENTIFIEDIN THE REVEALS OF THE E.I.F.S. (SYNTHETIC STUCCO), BY CTLENGINEERS & CONSTRUCTION TECHNOLOGY CONSULTANTS, P.C., BUTNOT LOCATED. CONTRACTOR IS TO REVIEW AND REPAIR ALL VISIBLEDAMAGE.F.ELEVATION IMAGES ARE TO BE USED FOR LOCATION PURPOSES ONLY.IMAGES ARE FROM ORIGINAL CORE & SHELL PROJECT WITH ORIGINALCONSTRUCTION ANNOTATION. DISREGARD NOTES FROM ORIGINAL CORE& SHELL PROJECT, ONLY NOTES IN RED ARE TO BE USED FOR THISPROJECT.G.DURING EXTERIOR WORK IDENTIFY ANY ADDITIONAL AREAS OFDEFICIENT OR CRACKED, BRICK, STONE AND CAST STONE MASONRY,AND DEFICIENT OR CRACKED MORTAR, INCLUDING BUT NOT LIMITED TOALL COPINGS, CORNICES, SILLS, JAMBS, WATER TABLES, PEDIMENTS,PILASTERS, AND ORNAMENT. THESE ITEMS ARE TO BE REPORTED TO THEOWNERS REPRESENTATIVE. DRAWINGS AND PHOTOGRAPHS SHALL BEUTILIZED TO ACCURATELY SHOW THE ADDITIONAL DISCOVERED ITEMSFOR REMEDIATION IN EACH AREA. USE THE PROCEDURE BELOW TOPRODUCE A PHOTO LOG AND LIST OF ITEMS TO BE REMEDIED.1.DIVIDE ELEVATIONS UP VERTICALLY INTO SECTIONS. PHOTOGRAPHTHE SECTION TO GIVE VISUAL REPRESENTATION OF THE AREA IN THEREPORT.2.DIVIDE THAT SECTION UP HORIZONTALLY BY FLOOR INTO DIFFERENTAREAS. ZOOM IN CLOSE ENOUGH TO BE ABLE TO SEE MASONRYJOINTS AND PHOTOGRAPH AREAS. CATALOG AND NUMBER ON THESEPHOTOS THE ITEMS THAT REQUIRE REPAIR AND/OR REPLACEMENT.3.TAKE A CLOSE-UP VIEW OF THE NUMBERED ITEM THAT IS DAMAGED.4.CATALOG AND NUMBER EACH ITEM LOCATION ON AN ELEVATIONDRAWING.5.ITEMS TO BE IDENTIFIED ARE AS FOLLOW AND SPECIFICALLY LABELED:a.MORTAR REPOINTING/MORTAR REPLACEMENTb.BRICK REPLACEMENTc.CAST STONE REPOINTING/ MORTAR REPLACEMENTSd.CAST STONE REPLACEMENTe.SEALANT REMOVAL AND REPLACEMENTf.STONE PANEL/SILL REPLACEMENTGENERAL ELEVATION NOTES:
2AT INSIDECORNER OFRETURNWALLJMR/SPEAST ELEVATIONARCHITECT2495 Main Street, Suite 434Buffalo, New York 14214Phone (716) 836-1522Fax (716) 832-0119www.bhnt.comVISION. INSPIRATION. PERFORMANCE.CONSULTANT TEAM:Mechanical / Electrical / Plumbing /Fire Protection:3556 Lake Shore Road, Suite 500, Buffalo, New York 14219Phone: (716) 827-8000 Fax: (716) 826-7958SCALE:PROJECT NUMBER:DATE:DRAWN BY:AS NOTEDREVISIONSNO.DATEDESCRIPTIONBYIt is a violation of Section 7209, Subdivision 2, ofthe New York State Law for any persons, unlessacting under the direction of a Licensed Architector Professional Engineer, to alter in any way,plans, specifications, or reports to which the sealof a licensed Architect or Professional Engineerhas been applied.SHEET TITLE:REVISED:SHEET NUMBER:Cosmetic RepairsPROJECT / LOCATION:21800022 JUNE 2018218000 A202 EAST ELEVATION.DWG
6/22/2018 10:14 AMA202 OWNER/CLIENT:130 East Seneca StreetIthaca, NY 148502421 Main Street, Buffalo, New York 14214Phone: (716) 228-4180Construction Management:350 Essjay Road, Suite 101Williamsville, NY 14221CASCADE PLAZALLC ITHACASCALE:A2021EAST ELEVATIONNOT TO SCALEELEVATION NOTES:1.FACE BRICK TO BE REPOINTED, ROUT OUT HORIZONTAL AND VERTICALJOINTS AS REQUIRED PER SPECIFICATION, FOR REPOINTING. POINTJOINTS WITH MORTAR TO MATCH EXISTING ADJACENT SOUND BRICKMASONRY. TOOL NEW JOINTS TO MATCH EXISTING ADJACENT. CLEANBRICK MASONRY AS REPOINTING PROGRESSES. WHERE CRACKS ARETOO WIDE FOR REPOINTING USE BACKER ROD AND SEALANT.2.CAST STONE MASONRY TO BE REPOINTED, ROUT OUT HORIZONTAL ANDVERTICAL JOINTS AS REQUIRED PER SPECIFICATION, FOR REPOINTING.POINT JOINTS WITH MORTAR TO MATCH EXISTING ADJACENT SOUNDMASONRY. TOOL NEW JOINTS TO MATCH EXISTING ADJACENT. CLEANCAST STONE MASONRY AS REPOINTING PROGRESSES. WHERE CRACKSARE TOO WIDE FOR REPOINTING USE BACKER ROD AND SEALANT.3.SCRAPE AND REMOVE ALL EXISTING SEALANT AT ENTIRE JOINT BETWEENALUMINUM WINDOW FRAMING AND CAST STONE MASONRY. CLEAN ANDINSTALL NEW BACKER ROD AND SEALANT.4.REMOVE AND REPLACE DAMAGED LENGTH OF GRANITE SILL. COLOR OFSTONE AND SEALANT TO MATCH EXISTING ADJACENT.5.AT CONCRETE SIDEWALK REMOVE FAILED SEALANT IN CONTROL JOINTSAND REPLACE WITH NEW BACKER ROD AND SEALANT.6.REMOVE AND REPLACE CRACKED CAST STONE SILL WITH NEW CASTSTONE SILL TO MATCH EXISTING ADJACENT.XA.THE GENERAL CONTRACTOR IS RESPONSIBLE FOR VERIFYING IN FIELDCONDITIONS PRIOR TO START OF CONSTRUCTION, AND SHALL NOTIFYTHE ARCHITECT OF ANY DISCREPANCIES.B.THE GENERAL CONTRACTOR IS RESPONSIBLE FOR CONFORMING TO ALLBUILDING CODES AND SHALL NOT KNOWINGLY EXECUTE WORK WHICH ISNOT IN CONFORMANCE.C.LOCATIONS SHOWN FOR EXISTING MASONRY WORK ARE APPROXIMATE.CONTRACTOR IS TO FIELD VERIFY CONDITION, LOCATION ANDQUANTITIES OF ALL ROOF PENETRATIONS AND EQUIPMENT.D.ALL EXTERIOR AREAS IDENTIFIED FOR RECONSTRUCTION WORK ORREPAIR ARE BASED ON THE SURVEY AND REPORT DONE BY CTLENGINEERS & CONSTRUCTION TECHNOLOGY CONSULTANTS, P.C.PROVIDED BY CASCADE PLAZA PLAZA LLC.E.AT THE EXTERIOR SHELL ON FLOORS 6 THRU 9 CRACKS WERE IDENTIFIEDIN THE REVEALS OF THE E.I.F.S. (SYNTHETIC STUCCO), BY CTLENGINEERS & CONSTRUCTION TECHNOLOGY CONSULTANTS, P.C., BUTNOT LOCATED. CONTRACTOR IS TO REVIEW AND REPAIR ALL VISIBLEDAMAGE.F.ELEVATION IMAGES ARE TO BE USED FOR LOCATION PURPOSES ONLY.IMAGES ARE FROM ORIGINAL CORE & SHELL PROJECT WITH ORIGINALCONSTRUCTION ANNOTATION. DISREGARD NOTES FROM ORIGINAL CORE& SHELL PROJECT, ONLY NOTES IN RED ARE TO BE USED FOR THISPROJECT.G.DURING EXTERIOR WORK IDENTIFY ANY ADDITIONAL AREAS OFDEFICIENT OR CRACKED, BRICK, STONE AND CAST STONE MASONRY,AND DEFICIENT OR CRACKED MORTAR, INCLUDING BUT NOT LIMITED TOALL COPINGS, CORNICES, SILLS, JAMBS, WATER TABLES, PEDIMENTS,PILASTERS, AND ORNAMENT. THESE ITEMS ARE TO BE REPORTED TO THEOWNERS REPRESENTATIVE. DRAWINGS AND PHOTOGRAPHS SHALL BEUTILIZED TO ACCURATELY SHOW THE ADDITIONAL DISCOVERED ITEMSFOR REMEDIATION IN EACH AREA. USE THE PROCEDURE BELOW TOPRODUCE A PHOTO LOG AND LIST OF ITEMS TO BE REMEDIED.1.DIVIDE ELEVATIONS UP VERTICALLY INTO SECTIONS. PHOTOGRAPHTHE SECTION TO GIVE VISUAL REPRESENTATION OF THE AREA IN THEREPORT.2.DIVIDE THAT SECTION UP HORIZONTALLY BY FLOOR INTO DIFFERENTAREAS. ZOOM IN CLOSE ENOUGH TO BE ABLE TO SEE MASONRYJOINTS AND PHOTOGRAPH AREAS. CATALOG AND NUMBER ON THESEPHOTOS THE ITEMS THAT REQUIRE REPAIR AND/OR REPLACEMENT.3.TAKE A CLOSE-UP VIEW OF THE NUMBERED ITEM THAT IS DAMAGED.4.CATALOG AND NUMBER EACH ITEM LOCATION ON AN ELEVATIONDRAWING.5.ITEMS TO BE IDENTIFIED ARE AS FOLLOW AND SPECIFICALLY LABELED:a.MORTAR REPOINTING/MORTAR REPLACEMENTb.BRICK REPLACEMENTc.CAST STONE REPOINTING/ MORTAR REPLACEMENTSd.CAST STONE REPLACEMENTe.SEALANT REMOVAL AND REPLACEMENTf.STONE PANEL/SILL REPLACEMENTGENERAL ELEVATION NOTES:
26AT CASTSTONE SILL32AT CASTSTONE SILL6AT CASTSTONE SILLJMR/SPWEST ELEVATIONARCHITECT2495 Main Street, Suite 434Buffalo, New York 14214Phone (716) 836-1522Fax (716) 832-0119www.bhnt.comVISION. INSPIRATION. PERFORMANCE.CONSULTANT TEAM:Mechanical / Electrical / Plumbing /Fire Protection:3556 Lake Shore Road, Suite 500, Buffalo, New York 14219Phone: (716) 827-8000 Fax: (716) 826-7958SCALE:PROJECT NUMBER:DATE:DRAWN BY:AS NOTEDREVISIONSNO.DATEDESCRIPTIONBYIt is a violation of Section 7209, Subdivision 2, ofthe New York State Law for any persons, unlessacting under the direction of a Licensed Architector Professional Engineer, to alter in any way,plans, specifications, or reports to which the sealof a licensed Architect or Professional Engineerhas been applied.SHEET TITLE:REVISED:SHEET NUMBER:Cosmetic RepairsPROJECT / LOCATION:21800022 JUNE 2018218000 A203 WEST ELEVATION.DWG
6/22/2018 10:15 AMA203 OWNER/CLIENT:130 East Seneca StreetIthaca, NY 148502421 Main Street, Buffalo, New York 14214Phone: (716) 228-4180Construction Management:350 Essjay Road, Suite 101Williamsville, NY 14221CASCADE PLAZALLC ITHACASCALE:A2031WEST ELEVATIONNOT TO SCALEELEVATION NOTES:1.FACE BRICK TO BE REPOINTED, ROUT OUT HORIZONTAL AND VERTICALJOINTS AS REQUIRED PER SPECIFICATION, FOR REPOINTING. POINTJOINTS WITH MORTAR TO MATCH EXISTING ADJACENT SOUND BRICKMASONRY. TOOL NEW JOINTS TO MATCH EXISTING ADJACENT. CLEANBRICK MASONRY AS REPOINTING PROGRESSES. WHERE CRACKS ARETOO WIDE FOR REPOINTING USE BACKER ROD AND SEALANT.2.CAST STONE MASONRY TO BE REPOINTED, ROUT OUT HORIZONTAL ANDVERTICAL JOINTS AS REQUIRED PER SPECIFICATION, FOR REPOINTING.POINT JOINTS WITH MORTAR TO MATCH EXISTING ADJACENT SOUNDMASONRY. TOOL NEW JOINTS TO MATCH EXISTING ADJACENT. CLEANCAST STONE MASONRY AS REPOINTING PROGRESSES. WHERE CRACKSARE TOO WIDE FOR REPOINTING USE BACKER ROD AND SEALANT.3.SCRAPE AND REMOVE ALL EXISTING SEALANT AT ENTIRE JOINT BETWEENALUMINUM WINDOW FRAMING AND CAST STONE MASONRY. CLEAN ANDINSTALL NEW BACKER ROD AND SEALANT.4.REMOVE AND REPLACE DAMAGED LENGTH OF GRANITE SILL. COLOR OFSTONE AND SEALANT TO MATCH EXISTING ADJACENT.5.AT CONCRETE SIDEWALK REMOVE FAILED SEALANT IN CONTROL JOINTSAND REPLACE WITH NEW BACKER ROD AND SEALANT.6.REMOVE AND REPLACE CRACKED CAST STONE SILL WITH NEW CASTSTONE SILL TO MATCH EXISTING ADJACENT.XA.THE GENERAL CONTRACTOR IS RESPONSIBLE FOR VERIFYING IN FIELDCONDITIONS PRIOR TO START OF CONSTRUCTION, AND SHALL NOTIFYTHE ARCHITECT OF ANY DISCREPANCIES.B.THE GENERAL CONTRACTOR IS RESPONSIBLE FOR CONFORMING TO ALLBUILDING CODES AND SHALL NOT KNOWINGLY EXECUTE WORK WHICH ISNOT IN CONFORMANCE.C.LOCATIONS SHOWN FOR EXISTING MASONRY WORK ARE APPROXIMATE.CONTRACTOR IS TO FIELD VERIFY CONDITION, LOCATION ANDQUANTITIES OF ALL ROOF PENETRATIONS AND EQUIPMENT.D.ALL EXTERIOR AREAS IDENTIFIED FOR RECONSTRUCTION WORK ORREPAIR ARE BASED ON THE SURVEY AND REPORT DONE BY CTLENGINEERS & CONSTRUCTION TECHNOLOGY CONSULTANTS, P.C.PROVIDED BY CASCADE PLAZA PLAZA LLC.E.AT THE EXTERIOR SHELL ON FLOORS 6 THRU 9 CRACKS WERE IDENTIFIEDIN THE REVEALS OF THE E.I.F.S. (SYNTHETIC STUCCO), BY CTLENGINEERS & CONSTRUCTION TECHNOLOGY CONSULTANTS, P.C., BUTNOT LOCATED. CONTRACTOR IS TO REVIEW AND REPAIR ALL VISIBLEDAMAGE.F.ELEVATION IMAGES ARE TO BE USED FOR LOCATION PURPOSES ONLY.IMAGES ARE FROM ORIGINAL CORE & SHELL PROJECT WITH ORIGINALCONSTRUCTION ANNOTATION. DISREGARD NOTES FROM ORIGINAL CORE& SHELL PROJECT, ONLY NOTES IN RED ARE TO BE USED FOR THISPROJECT.G.DURING EXTERIOR WORK IDENTIFY ANY ADDITIONAL AREAS OFDEFICIENT OR CRACKED, BRICK, STONE AND CAST STONE MASONRY,AND DEFICIENT OR CRACKED MORTAR, INCLUDING BUT NOT LIMITED TOALL COPINGS, CORNICES, SILLS, JAMBS, WATER TABLES, PEDIMENTS,PILASTERS, AND ORNAMENT. THESE ITEMS ARE TO BE REPORTED TO THEOWNERS REPRESENTATIVE. DRAWINGS AND PHOTOGRAPHS SHALL BEUTILIZED TO ACCURATELY SHOW THE ADDITIONAL DISCOVERED ITEMSFOR REMEDIATION IN EACH AREA. USE THE PROCEDURE BELOW TOPRODUCE A PHOTO LOG AND LIST OF ITEMS TO BE REMEDIED.1.DIVIDE ELEVATIONS UP VERTICALLY INTO SECTIONS. PHOTOGRAPHTHE SECTION TO GIVE VISUAL REPRESENTATION OF THE AREA IN THEREPORT.2.DIVIDE THAT SECTION UP HORIZONTALLY BY FLOOR INTO DIFFERENTAREAS. ZOOM IN CLOSE ENOUGH TO BE ABLE TO SEE MASONRYJOINTS AND PHOTOGRAPH AREAS. CATALOG AND NUMBER ON THESEPHOTOS THE ITEMS THAT REQUIRE REPAIR AND/OR REPLACEMENT.3.TAKE A CLOSE-UP VIEW OF THE NUMBERED ITEM THAT IS DAMAGED.4.CATALOG AND NUMBER EACH ITEM LOCATION ON AN ELEVATIONDRAWING.5.ITEMS TO BE IDENTIFIED ARE AS FOLLOW AND SPECIFICALLY LABELED:a.MORTAR REPOINTING/MORTAR REPLACEMENTb.BRICK REPLACEMENTc.CAST STONE REPOINTING/ MORTAR REPLACEMENTSd.CAST STONE REPLACEMENTe.SEALANT REMOVAL AND REPLACEMENTf.STONE PANEL/SILL REPLACEMENTGENERAL ELEVATION NOTES:
162222JMR/SPNORTH ELEVATIONARCHITECT2495 Main Street, Suite 434Buffalo, New York 14214Phone (716) 836-1522Fax (716) 832-0119www.bhnt.comVISION. INSPIRATION. PERFORMANCE.CONSULTANT TEAM:Mechanical / Electrical / Plumbing /Fire Protection:3556 Lake Shore Road, Suite 500, Buffalo, New York 14219Phone: (716) 827-8000 Fax: (716) 826-7958SCALE:PROJECT NUMBER:DATE:DRAWN BY:AS NOTEDREVISIONSNO.DATEDESCRIPTIONBYIt is a violation of Section 7209, Subdivision 2, ofthe New York State Law for any persons, unlessacting under the direction of a Licensed Architector Professional Engineer, to alter in any way,plans, specifications, or reports to which the sealof a licensed Architect or Professional Engineerhas been applied.SHEET TITLE:REVISED:SHEET NUMBER:Cosmetic RepairsPROJECT / LOCATION:21800022 JUNE 2018218000 A204 NORTH ELEVATION.DWG
6/22/2018 10:15 AMA204 OWNER/CLIENT:130 East Seneca StreetIthaca, NY 148502421 Main Street, Buffalo, New York 14214Phone: (716) 228-4180Construction Management:350 Essjay Road, Suite 101Williamsville, NY 14221CASCADE PLAZALLC ITHACASCALE:A2041NORTH ELEVATIONNOT TO SCALEELEVATION NOTES:1.FACE BRICK TO BE REPOINTED, ROUT OUT HORIZONTAL AND VERTICALJOINTS AS REQUIRED PER SPECIFICATION, FOR REPOINTING. POINTJOINTS WITH MORTAR TO MATCH EXISTING ADJACENT SOUND BRICKMASONRY. TOOL NEW JOINTS TO MATCH EXISTING ADJACENT. CLEANBRICK MASONRY AS REPOINTING PROGRESSES. WHERE CRACKS ARETOO WIDE FOR REPOINTING USE BACKER ROD AND SEALANT.2.CAST STONE MASONRY TO BE REPOINTED, ROUT OUT HORIZONTAL ANDVERTICAL JOINTS AS REQUIRED PER SPECIFICATION, FOR REPOINTING.POINT JOINTS WITH MORTAR TO MATCH EXISTING ADJACENT SOUNDMASONRY. TOOL NEW JOINTS TO MATCH EXISTING ADJACENT. CLEANCAST STONE MASONRY AS REPOINTING PROGRESSES. WHERE CRACKSARE TOO WIDE FOR REPOINTING USE BACKER ROD AND SEALANT.3.SCRAPE AND REMOVE ALL EXISTING SEALANT AT ENTIRE JOINT BETWEENALUMINUM WINDOW FRAMING AND CAST STONE MASONRY. CLEAN ANDINSTALL NEW BACKER ROD AND SEALANT.4.REMOVE AND REPLACE DAMAGED LENGTH OF GRANITE SILL. COLOR OFSTONE AND SEALANT TO MATCH EXISTING ADJACENT.5.AT CONCRETE SIDEWALK REMOVE FAILED SEALANT IN CONTROL JOINTSAND REPLACE WITH NEW BACKER ROD AND SEALANT.6.REMOVE AND REPLACE CRACKED CAST STONE SILL WITH NEW CASTSTONE SILL TO MATCH EXISTING ADJACENT.XA.THE GENERAL CONTRACTOR IS RESPONSIBLE FOR VERIFYING IN FIELDCONDITIONS PRIOR TO START OF CONSTRUCTION, AND SHALL NOTIFYTHE ARCHITECT OF ANY DISCREPANCIES.B.THE GENERAL CONTRACTOR IS RESPONSIBLE FOR CONFORMING TO ALLBUILDING CODES AND SHALL NOT KNOWINGLY EXECUTE WORK WHICH ISNOT IN CONFORMANCE.C.LOCATIONS SHOWN FOR EXISTING MASONRY WORK ARE APPROXIMATE.CONTRACTOR IS TO FIELD VERIFY CONDITION, LOCATION ANDQUANTITIES OF ALL ROOF PENETRATIONS AND EQUIPMENT.D.ALL EXTERIOR AREAS IDENTIFIED FOR RECONSTRUCTION WORK ORREPAIR ARE BASED ON THE SURVEY AND REPORT DONE BY CTLENGINEERS & CONSTRUCTION TECHNOLOGY CONSULTANTS, P.C.PROVIDED BY CASCADE PLAZA PLAZA LLC.E.AT THE EXTERIOR SHELL ON FLOORS 6 THRU 9 CRACKS WERE IDENTIFIEDIN THE REVEALS OF THE E.I.F.S. (SYNTHETIC STUCCO), BY CTLENGINEERS & CONSTRUCTION TECHNOLOGY CONSULTANTS, P.C., BUTNOT LOCATED. CONTRACTOR IS TO REVIEW AND REPAIR ALL VISIBLEDAMAGE.F.ELEVATION IMAGES ARE TO BE USED FOR LOCATION PURPOSES ONLY.IMAGES ARE FROM ORIGINAL CORE & SHELL PROJECT WITH ORIGINALCONSTRUCTION ANNOTATION. DISREGARD NOTES FROM ORIGINAL CORE& SHELL PROJECT, ONLY NOTES IN RED ARE TO BE USED FOR THISPROJECT.G.DURING EXTERIOR WORK IDENTIFY ANY ADDITIONAL AREAS OFDEFICIENT OR CRACKED, BRICK, STONE AND CAST STONE MASONRY,AND DEFICIENT OR CRACKED MORTAR, INCLUDING BUT NOT LIMITED TOALL COPINGS, CORNICES, SILLS, JAMBS, WATER TABLES, PEDIMENTS,PILASTERS, AND ORNAMENT. THESE ITEMS ARE TO BE REPORTED TO THEOWNERS REPRESENTATIVE. DRAWINGS AND PHOTOGRAPHS SHALL BEUTILIZED TO ACCURATELY SHOW THE ADDITIONAL DISCOVERED ITEMSFOR REMEDIATION IN EACH AREA. USE THE PROCEDURE BELOW TOPRODUCE A PHOTO LOG AND LIST OF ITEMS TO BE REMEDIED.1.DIVIDE ELEVATIONS UP VERTICALLY INTO SECTIONS. PHOTOGRAPHTHE SECTION TO GIVE VISUAL REPRESENTATION OF THE AREA IN THEREPORT.2.DIVIDE THAT SECTION UP HORIZONTALLY BY FLOOR INTO DIFFERENTAREAS. ZOOM IN CLOSE ENOUGH TO BE ABLE TO SEE MASONRYJOINTS AND PHOTOGRAPH AREAS. CATALOG AND NUMBER ON THESEPHOTOS THE ITEMS THAT REQUIRE REPAIR AND/OR REPLACEMENT.3.TAKE A CLOSE-UP VIEW OF THE NUMBERED ITEM THAT IS DAMAGED.4.CATALOG AND NUMBER EACH ITEM LOCATION ON AN ELEVATIONDRAWING.5.ITEMS TO BE IDENTIFIED ARE AS FOLLOW AND SPECIFICALLY LABELED:a.MORTAR REPOINTING/MORTAR REPLACEMENTb.BRICK REPLACEMENTc.CAST STONE REPOINTING/ MORTAR REPLACEMENTSd.CAST STONE REPLACEMENTe.SEALANT REMOVAL AND REPLACEMENTf.STONE PANEL/SILL REPLACEMENTGENERAL ELEVATION NOTES:
JE.11ABCDEFGHH.21.123456789108.2F.1G.1G.2H.1JA.13.25TH. FLOOR5TH. FLOOR5TH. FLOOR5TH. FLOOR5TH. FLOORE.23.14.1K2.2H.22.19BF.1D.14.2E.0.1E.0.1E.2.1F.0.2F.0.1CM9910101619141717171119191912161616161515161616161616161119199181892021201222SPFIRST FLOOR RCPARCHITECT2495 Main Street, Suite 434Buffalo, New York 14214Phone (716) 836-1522Fax (716) 832-0119www.bhnt.comVISION. INSPIRATION. PERFORMANCE.CONSULTANT TEAM:Mechanical / Electrical / Plumbing /Fire Protection:3556 Lake Shore Road, Suite 500, Buffalo, New York 14219Phone: (716) 827-8000 Fax: (716) 826-7958SCALE:PROJECT NUMBER:DATE:DRAWN BY:AS NOTEDREVISIONSNO.DATEDESCRIPTIONBYIt is a violation of Section 7209, Subdivision 2, ofthe New York State Law for any persons, unlessacting under the direction of a Licensed Architector Professional Engineer, to alter in any way,plans, specifications, or reports to which the sealof a licensed Architect or Professional Engineerhas been applied.SHEET TITLE:REVISED:SHEET NUMBER:Cosmetic RepairsPROJECT / LOCATION:21800022 JUNE 2018218000 A401-2 FIRST FLOOR RCP.DWG
6/22/2018 10:15 AMA402 OWNER/CLIENT:130 East Seneca StreetIthaca, NY 148502421 Main Street, Buffalo, New York 14214Phone: (716) 228-4180Construction Management:350 Essjay Road, Suite 101Williamsville, NY 14221CASCADE PLAZALLC ITHACASCALE:A4021FIRST FLOOR RCP1/8"=1'-0"CONSTRUCTION NOTES:NOTES 1-8 ARE PART OF PHASE 1 & NOT RELEVANT TO PHASE 21.PAINT EXISTING CLG. GRID TO REMAIN.2.PROVIDE & INSTALL NEW CLG. TILES. SEE FINISH PLAN & SCHEDULE FORMORE INFORMATION.3.NEW GYP.BD.CLG. BELOW EXISTING GRID TO REMAIN, SEE DETAILS FORMORE INFORMATION. NEW CLG. HEIGHT TO MATCH EXISTING SOFFIT.COORDINATE LIGHT FIXTURES W/ ELECTRICAL DRAWINGS.4.NEW SOFFIT FRAMING FOR GYP.BD.CLG. & ALUM STOREFRONT SUPPORT.5.PROVIDE & INSTALL NEW SUSPENDED CLG. GRID & TILE. CEILING HEIGHTTO MATCH ADJACENT CEILINGS. COORDINATE LIGHT FIXTURES W/ELECTRICAL DRAWINGS.6.EXISTING CEILING TO REMAIN.7.REWORK EXISTING GRID & TILE CLG AS REQ'D FOR INSTALLATION OFNEW TEMPORARY PARTITION. WORK TO BE PERFORMED AFTERCOMPLETION OF TEMPORARY LOBBY & FITNESS CENTER WORK.8.REWORK EXISTING CEILING CABINET HEATER & HVAC DIFFUSERS ASREQ'D FOR NEW LAYOUT. SEE MECHANICAL PLANS FOR MOREINFORMATION. WORK TO BE PERFORMED AFTER COMPLETION OFTEMPORARY LOBBY & FITNESS CENTER WORK.9.EXISTING SUSPENDED CEILING GRID & TILE TO REMAIN. ITEMS IN CEILINGINCLUDING BUT NOT LIMITED TO LIGHT FIXTURES, DIFFUSERS, GRILLES,SPRINKLER HEADS, SPEAKERS, SMOKE DETECTORS, ETC. TO REMAIN.SEE SHEET A101 FOR MORE INFORMATION ON REPAIR OF CRACKS INCEILINGS & SOFFITS.10.PATCH CEILING GRID & TILES AS REQ'D. AT FORMER TEMPORARYPARTITION LOCATIONS. WORK TO BE PERFORMED AFTER COMPLETIONOF LOBBY RENOVATION.11.EXISTING GYPSUM BD. CEILING & SOFFITS TO REMAIN. SEE SHEET A101FOR MORE INFORMATION ON REPAIR OF CRACKS IN CEILINGS & SOFFITS.12.PROVIDE & INSTALL NEW SUSPENDED FRAMING FOR EXTENSION OFEXISTING GYPSUM BD. CEILING. SUPPORT FRAMING FROM STRUCTUREABOVE. NEW FRAMING SHALL BE CAPABLE OF SUPPORTING A PERSON.TAKE CARE NOT TO DISTURB EXISTING FIREPROOFING & REPAIR ANYAREAS OF FIREPROOFING DISTURBED BY NEW CEILING INSTALLATION.PROVIDE BLOCKING IN CEILING AS REQ'D. FOR NEW PANTRY MILLWORKINCLUDING CEILING FEATURE. SEE INTERIOR ELEVATIONS & MILLWORKDRAWINGS FOR MORE INFORMATION. COORDINATE LOCATION OF ALLCEILING DEVICES WITH MECHANICAL, ELECTRICAL & FIRE PROTECTIONDRAWINGS.13.EXISTING GYPSUM BD. SOFFIT & FRAMING TO REMAIN.14.EXISTING CEILING TO REMAIN. PATCH TO MATCH EXISTING AS REQ'D.AFTER REMOVAL OF TEMPORARY PARTITIONS.15.PROVIDE & INSTALL NEW SUSPENDED GYPSUM BD. CEILING & FRAMING.SUPPORT FROM STRUCTURE ABOVE. TAKE CARE NOT TO DISTURBEXISTING FIREPROOFING & REPAIR ANY AREAS OF FIREPROOFINGDISTURBED BY NEW CEILING INSTALLATION. COORDINATE LOCATION OFALL CEILING DEVICES WITH MECHANICAL, ELECTRICAL & FIREPROTECTION DRAWINGS.16.PROVIDE & INSTALL NEW SUSPENDED ACOUSTICAL CEILING TILE & GRID.SEE FINISH DRAWINGS FOR MORE INFORMATION. COORDINATELOCATION OF ALL CEILING DEVICES WITH MECHANICAL, ELECTRICAL &FIRE PROTECTION DRAWINGS.17.PROVIDE & INSTALL NEW CEILING TILES IN EXISTING GRID. SEE FINISHDRAWINGS FOR MORE INFORMATION.18.EXISTING OPEN CEILING TO REMAIN. PATCH & PAINT TO MATCH EXISTINGAT TEMPORARY PARTITION DEMOLITION..19.REWORK & PATCH EXISTING GYPSUM BD. CEILING AS REQ'D. AT NEWPARTITIONS & SOFFITS.20.PROVIDE & INSTALL 24"x24" BAUCO PLUS DRYWALL PANEL ACCESS DOOR.COORDINATE EXACT LOCATION IN FIELD WITH NEW LIGHT FIXTURES,SPRINKLER HEADS & EXISTING AHU ABOVE CEILING.21.PROVIDE 5/8" PLYWOOD ABOVE FRAMING FROM NEW ACCESS PANEL TOEXISTING ACCESS PANEL IN PARTITION ABOVE CEILING.22.NEW MILLWORK AT CEILING. SEE INTERIOR ELEVATIONS, DETAILS, &MILLWORK SECTIONS FOR MORE INFORMATION.X
9"7"9"9"1'-2"1'-9"5/8" TYPE X GYP.BOARD ON 1-5/8"METAL STUDSSTEEL COLUMNW/ SPRAY ONFIREPROOFINGEX. GRANITEVENEEREX. AIR SPACEEX. 2" RIGIDINSULATIONEX. CONTINUOUSVAPOR BARRIEREX. 10" CMU WALL5/8" TYPE XGYP. BOARD9"9"5/8" TYPE X GYP. BOARD ON1-5/8" METAL STUDSEXISTING STEEL COLUMN W/SPRAY ON FIREPROOFING5/8" TYPE X GYP. BOARDEXISTING METALSTUDSEXISTING WALLCONSTRUCTION:xBRICK VENEERxAIR SPACEx2" RIGID INSULATIONx5/8" EXT. TYPE X GYP.BOARD SHEATHING7 5/8"6"7"5/8"9"1'-6"1'-6"STRUCTURAL STEELCOLUMN W/ FIREPROOFINGALL COLUMNS & PILASTERSARE THIS SIZE AT THE MAINLOBBY UNLESS NOTEDOTHERWISE2-1/2" & 1-1/2" METAL STUDFRAMING W/ 5/8" GYPSUMBOARDSTRUCTURAL STEELCOLUMN W/ FIREPROOFING5/8" CEMENT BOARD ATTACHEDTO 3-5/8" LIGHT GAUGEFRAMEWORK SECURELYATTACHED TO STRUCTURECERAMIC TILE WAINSCOT(IN POOL AREA ONLY)1'-6"1'-6"1'-6"1'-7"1'-9"6 1/2"2'-9 1/2"1'-2 1/2"3'-0 3/4"11"5 3/4"EXISTING SOFFIT, FRAMING,TRIM & MOLDINGS TO REMAINVARIES4"4"6"1'-9"4 1/2"2"CONT. BASE ALL SIDES1-1/2" METAL STUDFRAMING1-1/8" APPLIED PANELTRIM ALL SIDES5/8" TYPE X GYP. BD.CONT. WAINSCOTMOLDING & 5/8" SOLIDSTOCK CAP ALL SIDES1/2" GYP. BD.BASE CAP MOLDING5/8" TYPE X GYP. BD.1/2 ROUND MOLDING1/2 ROUND MOLDING1/2" SOLID STOCKCROWN MOLDINGPROVIDE PVC CORNERGUARDS TO MATCHPAINT COLOR @ ALLPILASTER CORNERS1'-9"1'-7 3/4"1'-7 3/4"1'-9"1'-9"
9 7/8"9 7/8"9 7/8"9 7/8"5/8"5/8"5/8"5/8"3-5/8" & 1-5/8" METALSTUD FRAMING5/8" TYPE X GYP.BOARD ALL SIDESSTRUCTURAL STEELCOLUMN W/ FIREPROOFING1-5/8" METAL STUDFRAMING3-5/8" & 1-5/8" METALSTUD FRAMING1/2" GYPSUM BOARDALL SIDES5/8" TYPE X GYP.BOARD ALL SIDES1'-4 3/4"1'-4 3/4"1'-7"1'-7"
8 3/8"8 3/8"8 3/8"8 3/8"5/8"5/8"5/8"1/2"1/2"1/2"
5/8"
1/2"STRUCTURAL STEELCOLUMN W/ FIREPROOFING1'-4 3/4"1'-4 3/4"1'-6"1'-6"
8 3/8"8 3/8"8 3/8"8 3/8"5/8"5/8"5/8"5/8"5/8" TYPE X GYP.BOARD ALL SIDES3-5/8" & 1-5/8" METALSTUD FRAMINGSTRUCTURAL STEELCOLUMN W/ FIREPROOFING5/8" TYPE X GYP. BOARD3-5/8", 20 ga METALSTUDSSALVAGED WOOD TRIM &MANTLE IF POSSIBLE,OTHERWISE 1x WOOD TRIM& MOLDINGS ON WOODBLOCKING10 1/2"4"10 1/2"10"+/-1'-1"3'-0" VERIFY W/ SALVAGED UNIT+/-1'-1"10 1/2"4"10 1/2"10"6"10'-0"6"3'-6"2'-4"4"1"SALVAGED FIRE PLACE UNITHEARTH, SEE SECTIONFOR CONSTRUCTIONDIMENSIONS SHOWN ARE FOR RECONSTRUCTIONPURPOSES ONLY. IF SALVAGED WOOD TRIM & MANTLE AREREUSED, VERIFY DIMENSIONS IN FIELD WITH REUSED ITEMS5/8" TYPE X GYP. BOARD3-5/8", 20ga METALSTUDS, TYP.HEARTH, BELOWSALVAGED WOOD TRIM &MANTLE IF POSSIBLE,OTHERWISE 1x WOODTRIM & MOLDINGS ONWOOD BLOCKING2'-2 1/2"8 1/2"+/-5'-2"2'-2 1/2"8 1/2"2'-4"3 1/8"SALVAGED WOODSHELVING UNIT IFPOSSIBLE, OTHERWISE3/4" PLYWOOD, ALLSIDES W/ (2) SHELVESMANTLE PILASTERS,BELOW2'-7 1/8"DIMENSIONS SHOWN ARE FOR RECONSTRUCTIONPURPOSES ONLY. IF SALVAGED WOOD TRIM & MANTLE AREREUSED, VERIFY DIMENSIONS IN FIELD WITH REUSED ITEMS11 1/2"1 3/8"1/2"NEW HEARTH W/PORCELAIN TILESALVAGED WOODPILASTERS &MOLDINGSSALVAGEDWOOD MANTLENEW OR SALVAGEDMOLDING3/4" PLYWOOD UNITW/ (2) SHELVESNEW OR SALVAGEDMOLDINGEXISTING CROWNMOLDING & TRIMTO REMAINSALVAGEDFIREPLACE UNITNEWPORCELAIN TILENEW OR SALVAGEDCROWN MOLDING &TRIM1'-1"4'-2 3/4"2 1/4"3'-7"1'-6 3/16"MATCHFIREPLACEOPENINGEQ.EQ.SALVAGED TV.PROVIDE POWER &TV CONNECTIONSCT-6CT-5CT-4CT-6CT-5CT-4CT-6CT-54"3 1/2"6"10"4"6"9"4"5/8" TYPE X GYP. BOARD3-5/8", 20 ga METAL STUDS.PROVIDE DEFLECTIONTRACK AT CONNECTION TOUNDERSIDE OFSTRUCTURENEW SUSPENDEDACOUSTICAL TILE & GRIDCROWN MOLDING, 1XWOOD TRIM & HALFROUND MOLDING TOMATCH EXISTING3-5/8", 20ga METAL STUDHEADER3-5/8", 20 ga METALSTUDS, TYP.3-5/8", 20ga. METAL STUDFRAMINGSALVAGED WOOD TRIM &MANTLE BEYOND5/8" CEMENT BOARD ONHEARTHPORCELAIN TILE W/SCHLUTER BULLNOSEEDGE @ CORNERSSALVAGED FIREPLACEUNIT, VERIFY OPENINGSIZE W/ UNIT2-1/2", 20 ga METAL STUDS.PROVIDE DEFLECTIONTRACK AT CONNECTION TOUNDERSIDE OFSTRUCTUREMOLDING TO MATCHEXISTING, SEEFIREPLACE ELEVATIONHALF ROUND MOLDING7"4'-1"1 1/2"2'-1"1 1/2"4'-3"1 1/2"2'-7"7"7'-5"9 1/2"8"6'-8"8"5'-9"9 1/2"4 3/4"3'-0 1/2"3'-3 3/4"7 1/2"7 1/2"1'-6"8"14'-6 1/2"3'-2"3'-6"1'-0"11 1/4"2'-10"1'-9 1/2"1'-2 1/2"2'-6 1/2"COOLERFREEZERCOFFEEMAKERCOOLEROPENING FORTRASH BELOWTABLETABLESPENLARGED PLANS,ELEVATIONS &DETAILSARCHITECT2495 Main Street, Suite 434Buffalo, New York 14214Phone (716) 836-1522Fax (716) 832-0119www.bhnt.comVISION. INSPIRATION. PERFORMANCE.CONSULTANT TEAM:Mechanical / Electrical / Plumbing /Fire Protection:3556 Lake Shore Road, Suite 500, Buffalo, New York 14219Phone: (716) 827-8000 Fax: (716) 826-7958SCALE:PROJECT NUMBER:DATE:DRAWN BY:AS NOTEDREVISIONSNO.DATEDESCRIPTIONBYIt is a violation of Section 7209, Subdivision 2, ofthe New York State Law for any persons, unlessacting under the direction of a Licensed Architector Professional Engineer, to alter in any way,plans, specifications, or reports to which the sealof a licensed Architect or Professional Engineerhas been applied.SHEET TITLE:REVISED:SHEET NUMBER:Cosmetic RepairsPROJECT / LOCATION:21800022 JUNE 2018218000 A501 DETAILS.DWG
6/22/2018 10:16 AMA501 OWNER/CLIENT:130 East Seneca StreetIthaca, NY 148502421 Main Street, Buffalo, New York 14214Phone: (716) 228-4180Construction Management:350 Essjay Road, Suite 101Williamsville, NY 14221CASCADE PLAZALLC ITHACASCALE:A5011COLUMN DETAIL1"=1'-0"SCALE:A5012COLUMN DETAIL1"=1'-0"SCALE:A5013COLUMN DETAIL - POOL1"=1'-0"SCALE:A5015PILASTER DETAIL - LOBBY1"=1'-0"SCALE:A5014COLUMN DETAIL - GENERAL1"=1'-0"SCALE:A5016PILASTER DETAIL - LOBBY1"=1'-0"SCALE:A5017PILASTER DETAIL - LOBBY1"=1'-0"SCALE:A5018PILASTER ELEVATION & SECTION - LOBBY1"=1'-0"SCALE:A5019FIREPLACE PLAN - LOW3/4"=1'-0"SCALE:A50110FIREPLACE PLAN - HIGH3/4"=1'-0"SCALE:A50111FIREPLACE ELEVATION3/8"=1'-0"SCALE:A50112FIREPLACE SECTION3/4"=1'-0"SCALE:A50113ENLARGED PANTRY PLAN1/2"=1'-0"
W3630W3630B36B362'-8"1'-10"CONCEALED BRACKET(BASIS OF DESIGN:CENTERLINE BRACKETS)BASE (VB-1)BASE CABINETS(PL-1)WALL CABINETS(PL-1)BASE (VB-1)W3030W3030FILLER (EQ.)WALL CABINETS(PL-1)PL-2 COUNTERTOPPL-2 COUNTERTOP2'-4"2'-8"2'-6"FILLERSECURITY TVOPENFILLER (EQ.)CONCEALED BRACKET(BASIS OF DESIGN:CENTERLINE BRACKETS)FILLERPL-2 COUNTERTOPCONCEALED BRACKET(BASIS OF DESIGN:CENTERLINE BRACKETS)2'-4"2'-6"
3'-0"W2630W2630FILLER (EQ.)2'-8"FILLER (EQ.)SALVAGEDALUM./GLASS DOOR& FRAMESALVAGED WATERCOOLERWALL CABINETS(PL-1)SALVAGED ALUM.FRAMING & GLAZINGSALVAGED ALUM.FRAMING & GLAZINGWALL TILE (CT-9)SEE ENLARGEDDETAILWALL TILE (CT-9)TRANSITION STRIP TS-22'-10"MAX.TRANSITION STRIP TS-2SALVAGED MIRRORSALVAGEDLAVATORY & NEWFAUCET, SEEPLUMBING DRAWINGSSALVAGED TOILETPAPER DISPENSERSALVAGED WATERCLOSETSALVAGED & NEWGRAB BARS ASREQ'D.SALVAGED WATERCLOSETSALVAGED & NEWGRAB BARS ASREQ'D.SEE SHEET G001FOR TOILET FIXTURE& ACCESSORYMOUNTING HEIGHTSSALVAGED LAVATORY &NEW FAUCET, SEEPLUMBING DRAWINGSSALVAGED MIRRORSALVAGED MIRRORSALVAGEDLAVATORY & NEWFAUCET, SEEPLUMBING DRAWINGSSALVAGED WATERCLOSETSALVAGED & NEWGRAB BARS & SEATAS REQ'D.NEW SHOWERHEAD,SEE PLUMBINGDRAWINGSWALL TILE (CT-9)WALL TILE (CT-12)WALL TILE (CT-12)TRANSITION STRIPTS-2OPEN TOBEYONDOPEN TOBEYONDOPEN TOBEYOND7"4'-1"1 1/2"2'-1"1 1/2"4'-3"1 1/2"2'-7"7"7'-0"1'-5"8"2'-3"2'-2 1/2"2'-2 1/2"8"2'-6"
9'-0"
5'-9"7"2"
2'-8"
9'-0"
6'-2"2"
2'-6"5'-9"2"7"2'-9"11 1/4"10 1/2"3'-7 1/2"3'-2"7"3'-2"3'-3 3/4"7"1/4"11 1/4"7"BASE (VB-1)ADA BENCH FIXEDTO WALL W/SUPPORT LEGSRELOCATEDLOCKERS1'-6"1'-8"RELOCATEDLOCKERSEQUIPMENT BYHOTEL OWNEREQUIPMENT BYHOTEL OWNERSIGNAGE BY HOTELOWNERMILLWORK (PL-1)SOLID SURFACE TOP(SS-2)EQUIPMENT BYHOTEL OWNERMILLWORK (PL-1)VINYLWALLCOVERINGVINYLWALLCOVERINGOPEN TOBEYOND1'-7"9'-0"5'-7"8"1'-5 1/2"4 1/2"1 1/2"8"1'-4"1 1/2"1'-4"7"1'-1"2"4"SOLID SURFACE COUNTERTOP(SS-2) W/ (3) GROMMETSCONCEALED BRACKET(BASIS OF DESIGN:CENTERLINE BRACKETS)2'-6"PLAM END PANEL (PL-1)7'-10"B42B42BASE (VB-1)BASE CABINETS(PL-1)SOLID SURFACECOUNTERTOP (SS-2)WALL MOUNTED TVEQUIPMENT BYHOTEL OWNERSIGNAGE BY HOTELOWNER1'-5 1/2"1 1/2"SOLID SURFACE TOP(SS-2)WALL TILE (CT-9)WALL TILE (CT-8)WALL TILE (CT-10)WALL TILE (CT-8)WALL TILE (CT-9)TRANSITIONSTRIP (TS-2)3'-0"2"
4"2"1'-0"SPINTERIORELEVATIONSARCHITECT2495 Main Street, Suite 434Buffalo, New York 14214Phone (716) 836-1522Fax (716) 832-0119www.bhnt.comVISION. INSPIRATION. PERFORMANCE.CONSULTANT TEAM:Mechanical / Electrical / Plumbing /Fire Protection:3556 Lake Shore Road, Suite 500, Buffalo, New York 14219Phone: (716) 827-8000 Fax: (716) 826-7958SCALE:PROJECT NUMBER:DATE:DRAWN BY:AS NOTEDREVISIONSNO.DATEDESCRIPTIONBYIt is a violation of Section 7209, Subdivision 2, ofthe New York State Law for any persons, unlessacting under the direction of a Licensed Architector Professional Engineer, to alter in any way,plans, specifications, or reports to which the sealof a licensed Architect or Professional Engineerhas been applied.SHEET TITLE:REVISED:SHEET NUMBER:Cosmetic RepairsPROJECT / LOCATION:21800022 JUNE 2018218000 A602 INTERIOR ELEVATIONS.DWG
6/22/2018 10:16 AMA602 OWNER/CLIENT:130 East Seneca StreetIthaca, NY 148502421 Main Street, Buffalo, New York 14214Phone: (716) 228-4180Construction Management:350 Essjay Road, Suite 101Williamsville, NY 14221CASCADE PLAZALLC ITHACASCALE:A6021WORK AREA ELEVATION3/8"=1'-0"SCALE:A6022WORK AREA ELEVATION3/8"=1'-0"SCALE:A6023WORK AREA ELEVATION3/8"=1'-0"SCALE:A6024POOL AREA ELEVATION3/8"=1'-0"SCALE:A6025TOILET ROOM ELEVATION3/8"=1'-0"SCALE:A6026TOILET ROOM ELEVATION3/8"=1'-0"SCALE:A6027LOCKER ROOM ELEVATIONS3/8"=1'-0"SCALE:A6028LOCKER ROOM ELEVATIONS3/8"=1'-0"SCALE:A6029PANTRY ELEVATION3/8"=1'-0"SCALE:A60210PANTRY ELEVATION3/8"=1'-0"SCALE:A60211PANTRY ELEVATION3/8"=1'-0"SCALE:A60212PANTRY ELEVATION3/8"=1'-0"SCALE:A60213BUSINESS CENTER ELEVATION3/8"=1'-0"SCALE:A60214BOARD ROOM ELEVATION3/8"=1'-0"SCALE:A60215BOARD ROOM ELEVATION3/8"=1'-0"SCALE:A60216TYP. WALL TILE @ POOL 125 & VESTIBULE 1233/4"=1'-0"
3'-0"2'-8"1'-9 1/4"2"
1 1/2"
2'-10"1'-0"SUNDRIES DRAWER - PULLOUT TRAY WITH ACRYLICDIVIDERS ON UNDERMOUNT METAL GLIDES -PLASTIC LAMINATE FINISHAT A MIN.DRAWER FACE WITHRECESSED PANEL -PROVIDE RECESSEDPULL AND APPLIEDVINYL GRAPHIC (PERGRAPHICS PACKAGE)COUNTERTOP (SS-2)SOLID WOOD ORCONCEALED STEELCOUNTERTOPSUPPORTS AS REQ'DCABINET BEYOND1 1/2"
1'-2"
6"PT FEATURE FRAME BEAM -FINISH FLUSH WITHADJACENT COLUMNS ANDMATCH FINISH - SECUREIN PLACE AS REQ.SIGN PANEL"THE GARDEN MARKET"DIMENSIONAL LETTERS -REFER TO GRAPHICSPACKAGE FORSPECIFICATIONSSOLID WOOD ACCENTTRIMSOLID WOOD ACCENT TRIM7"GYPSUM BOARDCEILING @ 9'-0" A.F.F.(V.I.F.)7"1/2" CONTINUOUSREVEAL1 1/2"1 1/4"PTPT PT1'-9"4'-0"
8" MIN.4"MIN.5"4"EQUIPMENTMILLWORK - BEYOND (PL-1)2"2'-6"1'-6"VOIDSPACE2'-6"
9'-0"
4'-6"
4"
1 1/2"
(TYP.)
3'-2"
1 1/2"1'-4"1'-4 1/2"4"
9'-0"WOOD OR WOODLOOK SOFFIT (PL-1)BOTTOM OFMILLWORK CEILING- PROVIDE 1/4"REVEAL AT JOINT7"BOTTOM OFGYPSUM CEILING1'-5"POWER FOREQUIPMENT ASREQUIREDGYPSUM BOARDWALL - BY OTHERSPT2"2'-6"15" MINIMUM2'-6"4'-2"9'-0"
4" WD01 WD043/4"10 1/2"10 1/2"1 1/2"1 1/2"9 1/4"3/4"
4 1/2"
4 3/8"EQ.EQ.COORDINATE BASE CABINETDETAILS WITH COFFEE EQUIP.MANF. - VERIFY ALLUTILITY/DRAIN REQUIREMENTS &MODIFY CABINET AS REQ. (NOEXPOSED UTILITIES OR DRAINS)8 1/2"10 1/2"10 1/2"1'-0"
9'-0"3'-2"7"3'-2"7"3'-2"7"3'-2"7"WOOD OR WOODLOOK SOFFIT (PL-1)BOTTOM OFMILLWORK CEILING- PROVIDE 1/4"REVEAL AT JOINT7"BOTTOM OFGYPSUM CEILING1'-5"WOOD OR WOODLOOK SOFFIT (PL-1)BOTTOM OFMILLWORK CEILING- PROVIDE 1/4"REVEAL AT JOINT7"BOTTOM OFGYPSUM CEILING1'-5"WOOD OR WOODLOOK SOFFIT (PL-1)BOTTOM OFMILLWORK CEILING -PROVIDE 1/4" REVEALAT JOINT7"BOTTOM OFGYPSUM CEILING1'-5"WOOD OR WOOD LOOKCABINET WITHADJUSTABLE SHELVESAPPLIED GRAPHIC TOSOLID WOOD STAINEDTO MATCH CABINETFINISH - PERGRAPHICS PACKAGEMILLWORK SIDEPANEL (PL-1)EQUIPMENT - REFERTO KITCHENEQUIPMENT PACKAGEFOR SPECIFICATIONSCABINET BASE -PROVIDE FRAMING ASREQUIRED TOSUPPORT EQUIPMENTSOLID WOOD BASESTAINED TO MATCHCABINET FINISHPOWER FOREQUIPMENT ASREQUIREDMILLWORK BACKPANELHANGING GRAPHIC- PER GRAPHICSPACKAGEWOOD OR WOOD LOOKCABINET BACKPANEL/SIDE PANELS(PL-1)FUR OUT FROMADJACENT WALLCONSTRUCTIONCONTROLS AT 48"MAX.GROMMET IN COUNTERTOPFOR COUNTERTOPEQUIPMENT TO PLUG INTOPOWER IN CABINET BELOWCOUNTERTOP(SS-2)CABINET INTERIOR ANDADJUSTABLE SHELVING TOBE MELAMINE OR BETTERWOOD OR WOOD LOOKBASE CABINET WITH RAIL& STILE DOOR - PROVIDESTRAIGHT DOOR PULLS &LOCK (PL-1)SOLID WOOD BASE- STAIN TO MATCHCABINET FINISHPOWER FOREQUIPMENT ASREQUIREDWOOD OR WOODLOOK CABINETWITH ADJUSTABLESHELVES (PL-1)EQUIPMENT - REFER TOKITCHEN EQUIPMENTPACKAGE FOR SPECSWOOD OR WOODLOOK BASECABINET WITHMICROWAVE SHELF& DRAWER BASE(PL-1)RAIL & STILE DRAWERFACE - PROVIDESTRAIGHT DRAWERPULL & LOCKSOLID WOOD BASE -STAIN TO MATCHCABINET FINISHPOWER FOREQUIPMENT ASREQUIRED1'-6"8"2"CLEAR ACRYLIC -SILICONE INTORECESSED NOTCHVOIDSPACE4"
7 3/8"7 3/8"
2"1'-5 3/4"11"COUNTERTOP(SS-2)RECESSED UNDERCABINET LIGHTING, SEEELECTRICAL DRAWINGSSOLID WOOD BASE -STAIN TO MATCHCABINET FINISHMILLWORK BULKHEADWITH WOOD FINISH TOMATCH ADJACENTMILLWORK CABINETSMILLWORK CABINETSBELOW7"7"7"GYPSUM BOARDCEILING - PER CEILINGPLAN (VERIFY MAXCEILING HEIGHT INFIELD)EXISTING GYPSUMBOARD CEILING @ 9'-0"AFF (V.I.F.)2'-8"2"8"2"PROVIDE OPENING INCOUNTER FOR TRASHBELOW - FINISH OPENINGWITH GROMMETWOOD OR WOOD LOOKCABINET W/ FIXED OPENSHELVINGCLEAR ACRYLIC - SILICONEINTO RECESSED NOTCHVOIDSPACEPLASTIC LAMINATE BASECABINET WITH RECESSEDPANEL DOOR FACE -PROVIDE RECESSED PULLINTERIOR OF CABINETTO BE MELAMINE ORBETTER WD02TRASHCOUNTERTOP(SS-2)COUNTERTOP(SS-2)4"1 1/2"2'-10"1'-9 1/4"3'-0"1 1/2"4"7 3/8"7 3/8"2"1'-5 3/4"11"PT 4'-1"3'-2"
3'-2"7"1 1/2"1 1/2"7"2'-1"2'-7"ALUMINUM J-MOLD (FLOORTO CEILING) COLOR TO BESIMILAR TO WOOD FINISH -FLANNERY INC. PART NO.WPJ 75-375 OR EQ.OPENING FOR EQUIPMENT -VERIFY EXACT OPENINGSIZE FOR EQUIPMENT WITHEQUIP. MANF.'SSPECIFICATIONSBASE CABINET W/ADJUSTABLE SHELVINGBASE CABINET W/MICROWAVE SHELF &DRAWER BASE - VERIFYEXACT OPENING SIZE FOREQUIPMENT WITH EQUIP.MANF.'S SPECIFICATIONSGROMMET INCOUNTERTOP ABOVE2'-6"ALUMINUM OUTSIDECORNER TRIM (FLOOR TOCEILING) COLOR TO BESIMILAR TO WOOD FINISH -FLANNERY INC. PART NO.WPOC75-375 OR EQ.4'-0"1 1/2"POWER FOR EQUIP.AS REQ.POWER FOREQUIP. AS REQ.ALUMINUM OUTSIDECORNER TRIM (FLOOR TOCEILING) COLOR TO BESIMILAR TO WOOD FINISH -FLANNERY INC. PART NO.WPOC75-375 OR EQ.OPENING FOR EQUIPMENT -VERIFY EXACT OPENINGSIZE AND CLEARANCESWITH EQUIPMENTMANUFACTURER'SSPECIFICATIONSPOWER FOR EQUIP. AS REQ.1 1/2"1 1/2"POWER FORCOUNTERTOPEQUIP. AS REQ.ALUMINUM J-MOLD (FLOORTO CEILING) COLOR TO BESIMILAR TO WOOD FINISH -FLANNERY INC. PART NO.WPJ 75-375 OR EQ.B/O BULKHEAD @
8'-5" A.F.F.SOLID WOOD BASE- STAIN TO MATCHCABINET FINISH4"1'-5 1/2"4 1/2"1 1/2"2'-8 1/2"1'-5"1'-4"1'-4"SOLID WOOD APRON ABOVE1'-3"TRASH 2'-3"3"TRASH OPENING INCOUNTER ABOVEPLASTIC LAMINATE BASECABINET FOR TRASHBASE CABINET WITHOPEN SHELVESBASE CABINET WITHOPEN SHELVES6'-8"LINE OF COUNTERABOVEHINGED PANEL FOR ACCESSTO ELECTRICPOWER FOR EQUIP. AS REQ.SUNDRY DRAWERS - PULL OUTTRAYS ON UNDERMOUNTMETAL GLIDES3"7'-2"LINE OF COUNTER ABOVE6 7/8"1'-0"2'-9 1/4"FEATURE SIGN FRAMECOLUMN - PROVIDEFRAMING AS REQ. ANDSECURE IN PLACE3"11 1/4"8"SOLID WOOD TABLE LEG1 1/2"2'-2 1/2"2'-2 1/2"BASE CABINET WITHOPEN SHELVESBASE CABINET WITHOPEN SHELVES1 1/2"1'-5 1/2"OPENING FOREQUIPMENTPOWER CORD1'-10"2'-6"11 1/4" CLR.2"1'-11 3/4"1'-10 1/2" CLR.3'-0"
6 3/4"
7'-6"2'-0"2'-4 1/2"1'-10"2'-6"11 1/4" CLR.2"
4"SPMILLWORK SECTIONSARCHITECT2495 Main Street, Suite 434Buffalo, New York 14214Phone (716) 836-1522Fax (716) 832-0119www.bhnt.comVISION. INSPIRATION. PERFORMANCE.CONSULTANT TEAM:Mechanical / Electrical / Plumbing /Fire Protection:3556 Lake Shore Road, Suite 500, Buffalo, New York 14219Phone: (716) 827-8000 Fax: (716) 826-7958SCALE:PROJECT NUMBER:DATE:DRAWN BY:AS NOTEDREVISIONSNO.DATEDESCRIPTIONBYIt is a violation of Section 7209, Subdivision 2, ofthe New York State Law for any persons, unlessacting under the direction of a Licensed Architector Professional Engineer, to alter in any way,plans, specifications, or reports to which the sealof a licensed Architect or Professional Engineerhas been applied.SHEET TITLE:REVISED:SHEET NUMBER:Cosmetic RepairsPROJECT / LOCATION:21800022 JUNE 2018218000 A611 MILLWORK SECTIONS.DWG
6/22/2018 10:16 AMA611 OWNER/CLIENT:130 East Seneca StreetIthaca, NY 148502421 Main Street, Buffalo, New York 14214Phone: (716) 228-4180Construction Management:350 Essjay Road, Suite 101Williamsville, NY 14221CASCADE PLAZALLC ITHACASCALE:A6111MILLWORK SECTION1"=1'-0"SCALE:A6112MILLWORK SECTION1"=1'-0"SCALE:A6113MILLWORK SECTION1"=1'-0"SCALE:A6114MILLWORK SECTION1"=1'-0"SCALE:A6115MILLWORK SECTION1"=1'-0"SCALE:A6116MILLWORK SECTION1"=1'-0"SCALE:A6117MILLWORK SECTION1"=1'-0"SCALE:A6118MILLWORK PLAN SECTION1"=1'-0"SCALE:A6119MILLWORK PLAN SECTION1"=1'-0"SCALE:A61110MILLWORK SECTION1"=1'-0"SCALE:A61111MILLWORK SECTION1"=1'-0"
GENERAL DOOR & FRAME NOTES:1.PROVIDE ARCHITECT WITH SHOP DRAWINGS FOR ALL DOORS & HARDWARE FORAPPROVAL PRIOR TO WORK EFFORTS.ALL HOLLOW METAL DOORS & FRAMES SHALLBE MANUFACTURED BY AN SDI APPROVED MANUFACTURER.2.ALL HM DOORS & FRAMES SHALL HAVE A BAKED ON PRIMER FINISH.3.ALL DOORS & FRAMES SHALL BE REINFORCED & PREPARED FOR HARDWARE.PROVIDE BACK BOXES FOR ALL HARDWARE ITEMS INCLUDING ELECTRICAL4.COORDINATE WIDTH, HEIGHT, RATINGS & ACCESSORIES W/ DOOR SCHEDULE &OWNER.5.COORDINATE ALL DOOR HEIGHTS & CLEARANCES WITH EXISTING/NEW FLOORFINISHES PRIOR TO ORDERING.6.ALL FRAMES FOR FIRE RATED DOORS SHALL BE FIRE RATED TO MATCH DOOR.7.VERIFY ALL FRAME DEPTHS WITH PARTITION & WALL TYPES. PROVIDE WRAPAROUND FRAMES AT ALL STUD FRAMED PARTITIONS..8.PROVIDE DOOR MARKINGS ON GLASS DOORS PER NYS DEPT. OF LABOR INDUSTRIALCODE RULE NO. 47.9.CONTRACTOR TO COORDINATE ANY SPECIALTY DOORS, FRAMES AND/ORHARDWARE REQUIREMENTS W/ OWNER IN FIELD PRIOR TO CONSTRUCTION.DOOR SCHEDULE NOTES:DOORS STARTING W/ "T" ARE PART OF PHASE 1 & NOT RELEVANT TO PHASE 2NOTES 1-6 ARE PART OF PHASE 1 & NOT RELEVANT TO PHASE 21.REUSE SALVAGED DOOR & FRAME. PROVIDE NEW FILM ON INTERIOR OF EXISTINGGLAZING.2.EXISTING DOOR & FRAME TO REMAIN. VERIFY HARDWARE IS IN PROPER WORKINGORDER INCLUDING PANIC EXIT DEVICE. IF HARDWARE IS NOT FUNCTIONINGPROPERLY, PROVIDE NEW HARDWARE. COORDINATE FUNCTION WITH TENANT.3.RE-USE EXISTING HARDWARE COMPONENTS THAT ARE COMPATIBLE WITH NEWDOOR OPERATORS, FOB/KEY CARD ACCESS & ELECTRIC STRIKE. INSTALL POWER,IT & SECURITY WIRING & BOXES PRIOR TO INSTALLATION OF GYP. BD. CEILING INVESTIBULE T101.4.RE-USE EXISTING HARDWARE COMPONENTS TO THE GREATEST EXTENT POSSIBLE.PROVIDE NEW COMPONENTS PER HARDWARE GROUP AS REQ'D.5.EXISTING DOOR & FRAME TO REMAIN. VERIFY HARDWARE IS IN PROPER WORKINGORDER. IF HARDWARE IS NOT FUNCTIONING PROPERLY, PROVIDE NEW HARDWARE.COORDINATE FUNCTION WITH TENANT.6.PAINT DOORS PER ROOM FINISH SCHEDULE & FINISH LEGEND.7.REINSTALL EXISTING SLIDING DOOR. MODIFY DOOR AS REQ'D. BASED ON FLOORLEVELING WORK. COORDINATE ANY MODIFICATIONS W/ DOOR MANUFACTURER.8.NO WORK TO THIS DOOR.9.REUSE SALVAGED DOOR, FRAME & HARDWARE. VERIFY DOOR & FRAME PROVIDEMIN. 20 MINUTE FIRE RESISTANCE RATING. IF SALVAGED DOOR & FRAME DO NOTPROVIDE REQUIRED FIRE RESISTANCE RATING, PROVIDE & INSTALL NEW DOOR &FRAME. REUSE HARDWARE TO GREATEST EXTENT POSSIBLE.10.EXISTING DOOR & FRAME TO REMAIN. VERIFY HARDWARE IS IN PROPER WORKINGORDER. IF HARDWARE IS NOT FUNCTIONING PROPERLY, PROVIDE NEW HARDWARE.COORDINATE FUNCTION WITH TENANT. IF EXISTING DOOR & FRAME DO NOTPROVIDE REQUIRED FIRE RESISTANCE RATING, PROVIDE & INSTALL NEW DOOR &FRAME. REUSE HARDWARE TO GREATEST EXTENT POSSIBLE.11.REUSE SALVAGED DOOR, FRAME & HARDWARE. VERIFY HARDWARE IS IN PROPERWORKING ORDER. IF HARDWARE IS NOT FUNCTIONING PROPERLY, PROVIDE NEWHARDWARE. COORDINATE FUNCTION WITH TENANT.12.COORDINATE EXISTING HARDWARE W/ NEW FOB/KEY CARD ACCESS.13.REUSE SALVAGED DOOR, FRAME & HARDWARE. VERIFY DOOR & FRAME PROVIDEMIN. 90 MINUTE FIRE RESISTANCE RATING. IF SALVAGED DOOR & FRAME DO NOTPROVIDE REQUIRED FIRE RESISTANCE RATING, PROVIDE & INSTALL NEW DOOR &FRAME. REUSE HARDWARE TO GREATEST EXTENT POSSIBLE.WOODxSOLID CORExSTAINAS SCHEDULEDD2D1ALUMINUMxCLEAR ANODIZEDx1/4" TEMPERED GLASSAS SCHEDULED AS SCHED.D3METAL INSULATEDxPAINTAS SCHEDULEDMETAL INSULATEDxPAINTAS SCHED.D4AS. SCHED.AS SCHEDULED AS SCHED.D1AALUMINUMxCLEAR ANODIZEDx1" INSULATED GLASS(TEMPERED)D3AHOLLOW METALxPAINTALL METAL DOORS TO BE LEVEL 2 HEAVY DUTY, 18 GA.MIN., FULL FLUSH & FACTORY PRIMEDWOODxSOLID CORExSTAIND5AS SCHEDULED AS SCHED.H2J2H2J2H2J22"AS SCHEDULED
2"AS SCHED.2"J1H11'-0"2"H4J4J5S31/4"1 3/4"J11 3/4"J3H34"1 3/4"1/4"
4 1/2"3/8"4"S1PARTITION ASSCHEDULEDJAMB ANCHOR,3 PER SIDE9/16"TYP.H.M. DOOR HEADH.M. DOOR JAMBDOUBLE METALSTUDSH2J2PARTITION ASSCHEDULEDCORNER BEAD,TYP. EACH SIDEMETAL STUDBOX BEAM, TYP.BACKER RODAND SEALANT,TYP. EACH SIDETREATED WOODSHIMSALUMINUM STOREFRONTINTERIOR WINDOW HEADALUMINUM STOREFRONTINTERIOR JAMBALUMINUM STOREFRONTDOOR/WINDOW JAMBDOUBLE METALSTUDS, TYP.CORNER BEAD, TYP.EACH SIDEALUM. STOREFRONTFRAMETREATED WOODSHIMSBACKER ROD & SEALANT,TYP. EACH SIDECONT. SWEEP4 1/2"S2ALUMINUM STOREFRONTDOOR SILL (INTERIOR)ALUMINUM STOREFRONTWINDOW/SIDELITE SILLBACKER RODAND SEALANT,TYP. EACH SIDEALUM. INFILL PANELALUM. STOREFRONTFRAMETREATED WOODSHIMS1/2"
TYP.1/2"x1/2"REMOVABLEGLAZING STRIPSTEMPERED GLASS4"H.M. WINDOW SILLPARTITION ASSCHEDULED1/2"TYP.1/2"x1/2" REMOVABLEGLAZING STRIPSTEMPERED GLASSDOUBLE METALSTUDS2"H.M. WINDOW HEADH.M. WINDOW JAMB1/2"TYP.H.M. DOOR/WINDOW JAMBH4J5J4S34 1/2"4"H1ALUMINUM STOREFRONTINTERIOR DOOR HEAD1 3/4"1/4"4"H5PARTITION ASSCHEDULEDCORNER BEAD,TYP. EACH SIDEALUM. STOREFRONTFRAMEMETAL STUDBOX BEAM, TYP.BACKER RODAND SEALANT,TYP. EACH SIDETREATED WOODSHIMSDOOR, TYPE PERSCHEDULEALUMINUM STOREFRONTINTERIOR DOOR HEADDOOR SCHEDULEDOOR NO.DOOR SIZEDOOR TYPE
FRAME TYPE
HEAD TYPE
JAMB TYPE
SILL TYPE
RATING (HRS)
HARDWARE
SECURITY
REMARKS101101-X102103107-1107-2108111112113115116-1116-2117-1117-2118119121122123124125126127128-X129ST-AST-B-1ST-B-2ST-B-XT101T101-XT102T104T108T109T110T111T112-XT114T116T117-XT118T120??3'-0" x 8'-0" x 1 3/4"3'-4" x 8'-0" x 1 3/4"3'-0" x 7'-0" x 1 3/4"3'-0" x 8'-0" x 1 3/4"3'-0" x 7'-0" x 1 3/4"2 @ 3'-0" x 8'-0" x 1 3/4"3'-0" x 7'-0" x 1 3/4"3'-0" x 7'-0" x 1 3/4"3'-0" x 7'-0" x 1 3/4"3'-0" x 7'-0" x 1 3/4"2 @ 1'-6" x 7'-0" x 1 3/4"3'-0" x 7'-0" x 1 3/4"2 @ 1'-6" x 7'-0" x 1 3/4"3'-0" x 7'-0" x 1 3/4"3'-0" x 7'-0" x 1 3/4"3'-0" x 7'-0" x 1 3/4"3'-0" x 7'-0" x 1 3/4"3'-0" x 7'-0" x 1 3/4"3'-0" x 7'-0" x 1 3/4"3'-0" x 7'-0" x 1 3/4"3'-0" x 7'-0" x 1 3/4"2 @ 3'-0" x 8'-0" x 1 3/4"3'-8" x 8'-0" x 1 3/4"2 @ 3'-0" x 7'-0" x 1 3/4"3'-4" x 8'-0" x 1 3/4"3'-0" x 8'-0" x 1 3/4"3'-4" x 8'-0" x 1 3/4"3'-4" x 7'-0" x 1 3/4"3'-8" x 8'-0" x 1 3/4"3'-8" x 8'-0" x 1 3/4"3'-0" x 8'-0" x 1 3/4"2 @ 3'-0" x 8'-0" x 1 3/4"3'-0" x 7'-0" x 1 3/4"2 @ 3'-0" x 8'-0" x 1 3/4"3'-0" x 7'-0" x 1 3/4"3'-0" x 7'-0" x 1 3/4"3'-8" x 8'-0" x 1 3/4"3'-0" x 7'-0" x 1 3/4"2 @ 3'-0" x 7'-0" x 1 3/4"2 @ 3'-0" x 7'-0" x 1 3/4"2 @ 3'-0" x 7'-0" x 1 3/4"3'-0" x 7'-0" x 1 3/4"EX.EX.EX.EX.EX.EX.EX.EX.EX.EX.D5EX.D5EX.EX.EX.EX.EX.EX.EX.EX.EX.EX.EX.EX.EX.EX.D4D1EX.EX.EX.D2EX.D2D2EX.D2D3AD3EX.D3AEX.EX.EX.EX.EX.EX.EX.EX.EX.EX.F5EX.F5EX.EX.EX.EX.EX.EX.EX.EX.EX.EX.EX.EX.EX.EX.F2F1EX.EX.EX.F3EX.F3F3EX.F4F3RF2EX.F3REX.EX.H2EX.H2EX.H2H2H2H2H2H2H2H2H2H5H5H5H2EX.EX.H2EX.EX.EX.H2H1EX.H2EX.H2EX.H2H2EX.H2H2H2EX.H2EX.EX.J2EX.J2EX.J2J2J2J2J2J2J2J2J2J1J1J1J2EX.EX.J2EX.EX.EX.J1EX.J2EX.J2EX.J2J2EX.J2J2J2EX.J2S1EX.EX.1/31/31/31/31/31/31-1/21-1/21-1/2CEX.CEX.EX.EX.EX.EX.EX.EX.EX.EX.EX.EX.EX.12EX.12EX.EX.EX.EX.EX.EX.EX.EX.EX.EX.EX.EX.EX.EX.8123EX.6744EX.5910EX.11778891091011881111111111119, 121111138813810831, 4, 66251.ALL DOOR HARDWARE TO BE ADA ACCESSIBILE IN COMPLIANCE WITH CHAPTER 11OF THE BUILDING CODE OF NEW YORK STATE & ICC/ANSI A117.1 2009 STANDARD.2.ALL DOOR HARDWARE FINISHES & STYLES TO MATCH EXISTING BUILDINGSTANDARDS.3.VERIFY ALL DOOR HARDWARE FUNCTIONS WITH TENANT AND/OR TENANT'SREPRESENTATIVE PRIOR TO ORDERING.4.ANY HARDWARE ITEM NOT SPECIFICALLY CALLED OUT, BUT REQUIRED TO MAKEANY ASSEMBLY OPERATIONAL, SHALL BE INCLUDED BY THE HARDWARE SUPPLIER INTHEIR BASE BID.5.COORDINATE ALL EXISTING & NEW HARDWARE WITH TENANT. RE-KEY LOCKSETS ASREQ'D. TO MEET TENANT'S KEYING REQUIREMENTS.GROUP 1 (ALUMINUM DOORS)2 PAIR BUTT HINGES1PUSH BAR1PULL1CLOSER1ADA DOOR OPERATOR1DOOR BOTTOM SWEEP & WEATHERSTRIPPINGGROUP 2 (ALUMINUM DOORS)2 PAIR BUTT HINGES1PUSH BAR OR PANIC EXIT DEVICE1PULL1CLOSER1ADA DOOR OPERATOR1THERMALLY BROKEN ADA COMPLIANT THRESHOLD1DOOR BOTTOM SWEEP & WEATHERSTRIPPING1ELECTRIC STRIKE1FOB/KEY CARD ACCESS (FROM EXTERIOR)DOOR OPERATOR & FOB/KEY CARD ACCESS TO BE INTERCONNECTED TO PREVENTBURNOUT OF OPERATOR MOTOR.NOTES: OPERATOR TO POWER ELECTRIC STRIKE.FOB/KEY CARD TO BE LOCATED NEXT TO EXTERIOR ACTUATORTHEORY OF OPERATION:DOOR TO BE CLOSED AND LOCKED OUTSIDE NORMAL BUSINESS HOURS.ENTRY BY FOB/KEY CARD OR MECHANICAL KEY OVERRIDE.UPON VALID CODE THE ELECTRIC STRIKE SHALL RELEASE ALLOWING THE DOOR TO BEPULLED OPEN.THE OUTSIDE ACTUATOR WILL ALSO BECOME LIVE ALLOWING ACTIVATION OF THEOPERATORAFTER A PROGRAMMED TIME THE ELECTRIC STRIKE WILL RETURN TO THE SECURESTATE AND THE OUTSIDE ACTUATOR BUTTON WILL TURN OFF.)5(((*5(66$7$//7,0(,16,'($&78$725$/:$<6/,9(UPON POWER FAILURE THE ELECTRIC STRIKE SHALL REMAIN SECUREGROUP 32 PAIR BUTT HINGES1LEVER LOCKSET (STOREROOM FUNCTION)1CLOSER1WALL STOPGROUP 41-1/2 PAIR BUTT HINGES1LEVER LOCKSET (PRIVACY FUNCTION)1WALL STOPGROUP 51-1/2 PAIR BUTT HINGES1LEVER LOCKSET (OFFICE FUNCTION)1WALL STOPGROUP 61-1/2 PAIR BUTT HINGES1LEVER LOCKSET (STOREROOM FUNCTION)1CLOSER1WALL STOPGROUP 7EXISTING DOOR HARDWARE TO REMAIN1MAG LOCK1MOTION SENSOR (INTERIOR) FOR MAG LOCK RELEASE1FOB/KEYCARD ACCESS (FROM EXTERIOR)GROUP 81-1/2 PAIR BUTT HINGES1PANIC EXIT DEVICE1CLOSER1THERMALLY BROKEN ADA COMPLIANT THRESHOLD1DOOR BOTTOM SWEEP & WEATHERSTRIPPINGGROUP 91-1/2 PAIR BUTT HINGES (EACH LEAF)1LEVER LOCKSET (CLASSROOM FUNCTION)1FLUSH BOLTS, TOP & BOTTOM (INACTIVE LEAF)1CLOSER W/ HOLD OPEN (ACTIVE LEAF)GROUP 101-1/2 PAIR BUTT HINGES (EACH LEAF)1LEVER LOCKSET (CLASSROOM FUNCTION)1CLOSER W/ HOLD OPEN (ACTIVE LEAF)1FLUSH BOLTS, TOP & BOTTOM (INACTIVE LEAF)1THERMALLY BROKEN ADA COMPLIANT THRESHOLD1DOOR BOTTOM SWEEP & WEATHERSTRIPPING (EACH LEAF)GROUP 111-1/2 PAIR BUTT HINGES1LEVER LOCKSET (CLASSROOM FUNCTION)1CLOSER1WALL STOPGROUP 12SLIDING BY PASS TRACKBYPASS PULLSDOOR GUIDE, FLOOR MOUNTEDHARDWARE GROUPS:S21 3/4"2'-1 5/8"1 3/4"2'-1 5/8"1 3/4"3'-8"1 3/4"+/-9'-10 3/16" V.I.F.1 11/16"1'-0 1/2"1 3/4"4 1/2"11'-6"1'-2 1/8"1 3/4"6'-3 5/8"4 1/2"2'-11 3/4"1 3/4"1 3/4"3'-1 5/8"1 3/4"+/-3'-8 7/16" V.I.F.1 11/16"4 1/2"11'-6"1'-2 1/8"1 3/4"6'-3 5/8"4 1/2"2'-11 3/4"1 3/4"1 11/16"4 1/2"11'-6"
1'-2 1/8"
1 3/4"
6'-3 5/8"4 1/2"2'-11 3/4"ALUM. BRAKE METAL TOMATCH STOREFRONT @ANGLED CORNERALUM. BRAKE METAL TOMATCH STOREFRONT @ANGLED CORNERALUM. INFILL PANEL TOMATCH STOREFRONT, TYP.@ ALL BOTTOMS PANELSALUM. INFILL PANEL TOMATCH STOREFRONT, TYP.@ ALL BOTTOMS PANELSALUM. BRAKE METAL TOMATCH STOREFRONT @ANGLED CORNERALUM. INFILL PANEL TOMATCH STOREFRONT, TYP.@ ALL BOTTOMS PANELSEXISTING CURTAIN WALL &GLAZING TO REMAINEXISTING KNEE WALL TOREMAINEXISTING SPANDRELPANEL TO REMAIN1 3/4"2'-11 9/16"1 3/4"6'-6 1/8" V.I.F.2'-11 5/8"1 3/4"1 11/16"W1W2W3BASIS OF DESIGN:FRAMING - KAWNEER TRIFAB 400 W/ 1/4" GLAZING. PROVIDE TEMPERED GLAZING AT HAZARDOUS LOCATIONSDOORS - KAWNEER 500 WIDE STILE (MATCH EXISTING)H3H1H3H3S1S1S1SPDOOR & FRAMETYPES & SCHEDULEARCHITECT2495 Main Street, Suite 434Buffalo, New York 14214Phone (716) 836-1522Fax (716) 832-0119www.bhnt.comVISION. INSPIRATION. PERFORMANCE.CONSULTANT TEAM:Mechanical / Electrical / Plumbing /Fire Protection:3556 Lake Shore Road, Suite 500, Buffalo, New York 14219Phone: (716) 827-8000 Fax: (716) 826-7958SCALE:PROJECT NUMBER:DATE:DRAWN BY:AS NOTEDREVISIONSNO.DATEDESCRIPTIONBYIt is a violation of Section 7209, Subdivision 2, ofthe New York State Law for any persons, unlessacting under the direction of a Licensed Architector Professional Engineer, to alter in any way,plans, specifications, or reports to which the sealof a licensed Architect or Professional Engineerhas been applied.SHEET TITLE:REVISED:SHEET NUMBER:Cosmetic RepairsPROJECT / LOCATION:21800022 JUNE 2018218000 A801 DOOR SCHEDULE.DWG
6/22/2018 10:17 AMA801 OWNER/CLIENT:130 East Seneca StreetIthaca, NY 148502421 Main Street, Buffalo, New York 14214Phone: (716) 228-4180Construction Management:350 Essjay Road, Suite 101Williamsville, NY 14221CASCADE PLAZALLC ITHACASCALE:A8011DOOR TYPES1/4"=1'-0"SCALE:A8012FRAME TYPES1/4"=1'-0"SCALE:A8013WINDOW TYPES1/4"=1'-0"SCALE:A8014HEAD, JAMB & SILL DETAILS3"=1'-0"
J1ABCDEFGHH.21.12345A.13.25TH. FLOOR5TH. FLOOR5TH. FLOOR5TH. FLOORE.23.14.1K2.22.1F.14.2E.0.1E.2.1F.0.2LOUNGE106VESTIBULE101FIRECOMMAND CTR.103STAIR BST-BBOARD ROOM107HOTEL LOBBY111FRONTDESK108LUGGAGE113OFFICE112WORKAREA115OFFICE116OFFICE117PANTRY109ELEVATORLOBBY120BUSINESSCENTER114WOMEN'SLOCKERS119MEN'SLOCKERS118FITNESSCENTER124VESTIBULE123TOILET122STORAGE121CORRIDOR127POOL125CORRIDOR128STAIR AST-APOOLEQUIP.126LOADINGDOCK129VALET102ROOM FINISH SCHEDULEROOM NOROOM NAMEFLOORBASENORTHEASTSOUTHWESTWALL FINISHFINISHHEIGHTCEILINGREMARKS101102103106107108109111112113114115116117118119120121122123124125126127128129ST-AST-B VESTIBULE VALETFIRE COMMAND CTR. LOUNGE BOARD ROOMFRONT DESK PANTRY HOTEL LOBBY OFFICE LUGGAGEBUSINESS CENTERWORK AREA OFFICE OFFICEMEN'S LOCKERSWOMEN'S LOCKERSELEVATOR LOBBY STORAGE TOILET VESTIBULEFITNESS CENTER POOLPOOL EQUIP. CORRIDOR CORRIDORLOADING DOCK STAIR A STAIR BEF-1EX.EX.CPT-1CPT-1CT-1CT-2/CT-3CT-1LVT-1VCT-1CT-1LVT-1LVT-1LVT-1CT-11CT-11CT-1VCT-1CT-7CT-7FF-1CT-7/CT-8CONC.CT-1EX.CONC.EX.EX.EX.EX.EX.WOODVB-1WOODWOODWOODVB-1VB-1WOODVB-1VB-1VB-1VB-1/TS-2VB-1/TS-2WOODVB-1TS-2TS-2VB-1TS-2VB-1WOODEX.EX.EX.EX.EX.EX.EX.PT-2/PT-4WC-1--PT-2/PT-4PT-2/PT-4PT-4PT-4PT-2/PT-4PT-4PT-4PT-4WC-2WC-2PT-2/PT-4PT-4CT-9CT-9/PT-4PT-4CT-9/PT-4--PT-4EX.EX.EX.EX.EX.EX.EX.PT-2/PT-4WC-3--PT-2/PT-4PT-2/PT-4PT-4PT-4PT-2/PT-4PT-4PT-4PT-4WC-2/CT-12WC-2PT-2/PT-4PT-4CT-9CT-9/PT-4PT-4CT-9/PT-4--PT-4EX.EX.EX.EX.EX.EX.EX.PT-2/PT-4WC-1--PT-2/PT-4PT-2/PT-4PT-4PT-4PT-2/PT-4PT-4PT-4PT-4CT-12CT-12PT-2/PT-4PT-4CT-9CT-9/PT-4PT-4CT-9/PT-4--PT-4EX.EX.EX.EX.EX.EX.EX.PT-2/PT-4WC-1PT-2/PT-5PT-2/PT-4PT-2/PT-4PT-4PT-4PT-2/PT-4PT-4PT-4PT-4WC-2WC-2/CT-12PT-2/PT-4PT-4CT-9CT-9/PT-4PT-6CT-9/PT-4--PT-4EX.EX.EX.EX.EX.EX.EX.ACT-1/PT-1ACT-1PT-1GYP./PT-1PT-1/PT-3ACT-1ACT-1PT-1/PT-3ACT-1ACT-1ACT-1ACT-1/GYP. PT-1ACT-1/GYP. PT-1PT-1/PT-3ACT-1ACT-1ACT-1ACT-1PT-1NONEACT-1EX.EX.EX.EX.EX.EX.EX.EX.9'-0"EX.--EX.9'-0"9'-0"EX.9'-0"9'-0"9'-0"9'-0"9'-0"EX.9'-0"9'-0"9'-0"9'-0"EX.OPEN9'-0"EX.EX.EX.EX.--112, 3, 5, 10, 11323, 42, 113323333, 53, 52, 1133, 53, 5, 63, 72, 5, 6, 8931--11ROOM FINISH SCHEDULE NOTES:1.NO WORK - EXISTING TO REMAIN.2.EXISTING GYPSUM BD. CEILINGS, SOFFITS, TRAYS, CUPOLAS, ETC. TO REMAIN. REPAINT EXISTING GYPSUM BD.3.MATCH EXISTING CEILING HEIGHT.4.NEW MILLWORK AT CEILING. SEE INTERIOR ELEVATIONS, DETAILS, & MILLWORK SECTIONS FOR MORE INFORMATION.5.SEE INTERIOR ELEVATIONS & DETAILS FOR MORE INFORMATION.6.SEE WALL TILE DETAIL FOR MORE INFORMATION, ADDITIONAL TILES, & TILE PATTERN.7.COLUMNS TO BE PAINTED PT-4.8.COLUMNS & PILASTERS TO RECEIVE TILE PER WALL TILE DETAIL.9.MATCH EXISTING WALL PAINT COLOR. PAINT ENTIRE ROOM.10.FIREPLACE TRIM TO BE PAINTED PT-2 TO MATCH TRIM & WAINSCOT.11.SEE PILASTER DETAILS FOR ADDITIONAL PAINT INFORMATION.ACOUSTICAL CEILING TILE (ACT-):(ACT-1):MFG:USGTYPE: #76775 / TEGULARSTYLE: ECLIPSE HIGH NRCSIZE: ´;´;´COLOR: WHITEGRID: USG DX/DXL / WHITECARPET (CPT-):(CPT-1):MFG: MILLIKENSTYLE: SEQUELCOLOR: SEQ95-27 DELAYSIZE: 0;0 ´; ´ REPEAT: ´;´BACKING:STANDARD PVC-FREE COMFORT PLUS ES CUSHIONINSTALL:MONOLITHICNOTE: CORRIDORS / FIELD CARPET BETWEEN BORDER SEE FINISH PLAN FOR LOCATIONDETAILSCERAMIC TILE (CT-):(CT-1):MFG:OLYMPIA TILE & STONESTYLE: ITALWOODCOLOR: OAK (BEIGE)FINISH: MATTESIZE: ´;´GROUT: FLEXTILE URETHANE GROUT - CAMEL 684. GROUT TO INCLUDE CLEAR MATTESEALERNOTE: GENERAL PUBLIC SPACE FLOOR TILE. REFER TO DRAWINGS FOR EXACTLOCATION / PATTERN. BASED ON TCA TOLERANCE FOR WARPING & FOROPTIMUM INSTALLATION,IT IS RECOMMENDED TO SET THIS PRODUCT WITH A 1/32))6(7%21'9(5686$%21'$6:(//$6$0,1,080´*5287-2,17(CT-2):MFG:OLYMPIA TILE & STONESTYLE: ITALWOODCOLOR: DARK GREYFINISH: MATTESIZE: ´;´GROUT: FLEXTILE URETHANE GROUT - DESERT 687. GROUT TO INCLUDE CLEAR MATTESEALERNOTE: BORDER FLOOR TILE @ RETAIL SPACE. REFER TO DRAWINGS FOR EXACTLOCATION / PATTERN(CT-3):MFG:OLYMPIA TILE & STONESTYLE: ONTARIO MOSAICS SERIESCOLOR: SNOW WHITEFINISH: MATTESIZE: +(;$*21´;´GROUT: FLEXTILE URETHANE GROUT #. GROUT TO INCLUDE CLEAR MATTE SEALERNOTE: INSET FLOOR TILE @ RETAIL SPACE. REFER TO DRAWINGS FOR EXACTLOCATION / PATTERN(CT-4):MFG:LAMINAM by CROSSVILLESTYLE: FILOCOLOR: ARGENTO L2092.10207SAMSIZE: SEE DRAWINGS FOR DETAILED ELEVATIONSGROUT: BOSTIK DIMENSION REFLECTIVE, PRE-MIXED URETHANE H610 OPAL. GROUT TOINCLUDE CLEAR MATTE SEALERGROUT WIDTH: 2-3 MMNOTE: ACCENT TILE @ FRONT OF REGISTRATION DESK and FIREPLACE. REFER TODRAWINGS FOR EXACT LOCATION / PATTERN(CT-5):MFG:LAMINAM by CROSSVILLESTYLE: OXIDECOLOR: GRIGIO L2581.10207SAMSIZE: SEE DRAWINGS FOR DETAILED ELEVATIONSGROUT: BOSTIK DIMENSION REFLECTIVE, PRE-MIXED URETHANE H610. GROUT TOINCLUDE CLEAR MATTE SEALERGROUT WIDTH: 2-3 MMNOTE: ACCENT TILE @ FRONT OF REGISTRATION DESK & FIREPLACE. REFER TODRAWINGS FOR EXACT LOCATION / PATTERN(CT-6):MFG:LAMINAM by CROSSVILLESTYLE: OXIDECOLOR: AVORIO L2012.10207SAMSIZE: SEE DRAWINGS FOR DETAILED ELEVATIONSGROUT: BOSTIK DIMENSION REFLECTIVE, PRE-MIXED URETHANE GROUT, OPAL H610.GROUT TO INCLUDE CLEAR MATTE SEALERGROUT WIDTH: 2-3 MMNOTE: ACCENT TILE @ FRONT OF REGISTRATION DESK & FIREPLACE. REFER TODRAWINGS FOR EXACT LOCATION / PATTERN(CT-7):MFG:OLYMPIA TILE & STONESTYLE: REGAL SERIESCOLOR: GREYFINISH: FLAMEDSIZE: ´;´;´ 72%(&87%<2/<03,$)520´;´ GROUT: FLEXTILE URETHANE GROUT - BLIZZARD 616. GROUT TO INCLUDE CLEAR MATTESEALERINSTALL: STACKEDNOTE: TOILET 122, VESTIBULE 123 & POOL 125 / FLOOR TILE REFER TO DRAWINGS FOREXACT LOCATION / PATTERN(CT-8):MFG:OLYMPIA TILE & STONESTYLE: REGAL SERIESCOLOR: CHARCOAL BLACKFINISH: MATTESIZE: ´;´;´026$,&GROUT: FLEXTILE URETHANE GROUT - BLIZZARD 616. GROUT TO INCLUDE CLEAR MATTESEALERINSTALL: STACKEDNOTE: POOL 125 FLOOR & WALL ACCENT TILE & TOILET 122, VESTIBULE 123 WALLACCENT TILE REFER TO DRAWINGS FOR EXACT LOCATION / PATTERN(CT-9):MFG:OLYMPIA TILE & STONESTYLE: REGAL SERIESCOLOR: GREYFINISH: POLISHEDSIZE: ´;´;´GROUT: FLEXTILE GROUT - BLIZZARD 616. GROUT TO INCLUDE CLEAR MATTE SEALERINSTALL: 1/3 OFFSET (LONG DIMENSION HORIZONTAL)NOTE: 72,/(79(67,%8/( 322/:$//7,/(:$,16&2772´$))(INCLUDES ACCENT TILE BORDER/ CT-8, CT-10) REFER TO DRAWINGS FOREXACT LOCATION / PATTERN BASED ON TCA TOLERANCE FOR WARPING & FOROPTIMUM INSTALLATION, IT IS RECOMMENDED TO SET THIS PRODUCT WITH A 1/32))6(7%21'9(5686$%21'$6:(//$6$0,1,080´*5287-2,17(CT-10):MFG:OLYMPIA TILE & STONE / SURFACESTYLE: CRYSTALLO / GLASSCOLOR: TEAL BLUEFINISH: GLOSS & MATTE BRICK PATTERNSIZE: ´;´6+((7026$,&&8772675,36GROUT: FLEXTILE GROUT - BLIZZARD 616. GROUT TO INCLUDE CLEAR MATTE SEALERNOTE: TOILET 122, VESTIBULE 123 & POOL 125 / WALL ACCENT TILEREFER TODRAWINGS FOR EXACT LOCATION / PATTERN(CT-11):MFG:OLYMPIA TILE & STONESTYLE: REGAL SERIESCOLOR: TAUPEFINISH: FLAMEDSIZE: ´;´;´ 72%(&87%<2/<03,$)520´;´ GROUT: FLEXTILE POLYURETHANE GROUT - ALMOND 611. GROUT TO INCLUDE CLEARMATTE SEALERINSTALL:1/3 OFFSETNOTE: LOCKER ROOMS 118, 119 FLOOR TILE(CT-12):MFG:OLYMPIC TILE & STONESTYLE: REGAL SERIESCOLOR: TAUPEFINISH: POLISHEDSIZE: ´;´;´INSTALL:1/3 OFFSET (LONG DIMENSION VERTICAL)GROUT: FLEXTILE GROUT - ALMOND 611. GROUT TO INCLUDE CLEAR MATTE SEALERNOTE: LOCKER ROOMS 118, 119 WALL TILEENTRANCE FLOORING (EF-):(EF-1):NOTE: VESTIBULE 101, REMOVE, REFURBISH, CLEAN, & REINSTALL AFTERCONSTRUCTION HAS BEEN COMPLETED. REFER TO DRAWINGS FOR EXACTDIMENSIONS WITHIN SPACEFITNESS FLOORING (FF-):(FF-1):MFG:OSCODA PLASTICS / PROTECT-ALL FLOORINGSTYLE: INTERLOCKING TILES / FITNESS FLOORINGCOLOR: DARK GRAYFINISH: MATTESIZE: ´;´;ó´NOTE: FITNESS ROOM 124LUXURY VINYL TILE (LVT-):(LVT-1):MFG:MANNINGTON / AMTICOSTYLE: WOODCOLOR: FUMED OAK / AROW7900FINISH: STRAIGHT GRAINSIZE: ´;´; ´INSTALL:RUNNING BONDNOTE: BACK OF HOUSE / OFFICE WORK AREASPAINT (PT-):(PT-1):MFG:SHERWIN WILLIAMSCOLOR: SW6155 RICE GRAINFINISH: CEILING:FLATWALLS: EGGSHELLTRIM: SEMI-GLOSSGRILLS/VENTS:SEMI-GLOSSNOTE: CEILING PAINT IN TRAY CEILINGS IN LOBBY AREA. PAINT TO BE APPLIED TOHORIZONTAL AS WELL AS VERTICAL LIP OF TRAY. ALL PAINTS TO BE LOW VOC(PT-2):MFG:SHERWIN WILLIAMSCOLOR: SW7551 GREEK VILLAFINISH: CEILING:FLATWALLS: EGGSHELLTRIM: SEMI-GLOSSGRILLS/VENTS:SEMI-GLOSSNOTE: PAINT AT CROWN MOLDING, CHAIR RAIL & BELOW CHAIR RAIL THROUGHOUTPUBLIC SPACE, POOL 125, VESTIBULE 123 & TOILET 122, OFFICE/WORK AREAS 112,115, 116, 117 & FITNESS CENTER 124. ALL DOOR FRAMES. ALL PAINTS TO BE LOWVOC(PT-3):MFG:SHERWIN WILLIAMSCOLOR: SW7039 VIRTUAL TAUPEFINISH: CEILING:FLATWALLS: EGGSHELLTRIM: SEMI-GLOSSGRILLS/VENTS:SEMI-GLOSSNOTE: ACCENT PAINT @ CUPOLA IN LOBBY. ALL PAINTS TO BE LOW VOC(PT-4):MFG:SHERWIN WILLIAMSCOLOR: SW7548 PORTICOFINISH: CEILING:FLATWALLS: EGGSHELLTRIM: SEMI-GLOSSGRILLS/VENTS:SEMI-GLOSSNOTE: ALL OVER PAINT ON WALLS ABOVE CHAIR RAIL, LOCKER ROOMS 118, 119. ALLPAINTS TO BE LOW VOC(PT-5):MFG:SHERWIN WILLIAMSCOLOR: SW6705 HIGH STRUNGFINISH: CEILING:FLATWALLS: EGGSHELLTRIM: SEMI-GLOSSGRILLS/VENTS:SEMI-GLOSSNOTE: ACCENT PAINT AT REGISTRATION DESK WALL. ALL PAINTS TO BE LOW VOC(PT-6):MFG:SHERWIN WILLIAMSCOLOR: SW 6601 TANAGERFINISH: WALLS: EGGSHELLGRILLS/VENTS:SEMI-GLOSSNOTE: ACCENT / FITNESS CENTER 124 ACCENT WALL COLOR. ALL PAINTS TO BE LOWVOCPLASTIC LAMINATE (PL-):(PL-1):MFG:WILSONARTCOLOR: STUDIO TEAK 7960K-18FINISH: LINEARITYNOTE: BOARDROOM 107, RETAIL SPACE 109, BUSINESS CENTER 114 & GENERALOFFICES 115, LAMINATE / MILLWORK CABINETRY(PL-2):MFG:WILSONARTCOLOR: CRISP LINEN 4942-38FINISH: FINE VELVET TEXTUREDNOTE: COUNTERTOPS / GENERAL OFFICES 115SOLID SURFACE (SS-):(SS-1):MFG:SILESTONECOLOR: BAMBOOEDGE: BASIC EASEDTHICKNESS: 3CMSIZE: PER PLAN & DETAILSNOTE: EXISTING FRONT DESK TO BE REUSED(SS-2):MFG:SILESTONECOLOR: BLANCO MAPLE 4001EDGE: BASIC EASEDTHICKNESS: 3CMSIZE: PER PLAN & DETAILSNOTE: BOARDROOM 107, RETAIL SPACE 109 & BUSINESS CENTER 114, WORKSURFACES& COUNTERTOPSTOILET PARTITIONS (TP-):(TP-1):MFG:GENERAL PARTITIONSSTYLE: SOLID PHENOLIC CORECOLOR: WILSONART - ANTIQUE BRUSH 4823-60NOTE: MEN'S LOCKER 118, WOMEN'S LOCKER 119TRANSITION STRIPS (TS-)(TS-1):MFG:JOHNSONITECOLOR: 40 BLACKNOTE: USE ADA COMPLIANT RUBBER TRANSITIONS WHEREVER DISSIMILAR FLOORINGMEETS(TS-2):MFG:SCHLUTER / COVE TRIMSTYLE: DILEX EHK-U11 / 0 11FINISH: BRUSHED STAINLESS STEELSIZE: ò´NOTE: 72%(86('$6$³%$6(´:+(1(9(5)/2257,/( :$//7,/(0((73529,'(MANUFACTURER'S ACCESSORIES AT ALL CORNERS, TRANSITIONS, ENDS, ETC.(TS-3):MFG:SCHLUTER TRIMSTYLE: ECK-E / TRIMFINISH: STAINLESS STEELNOTE: WHEREVER EXPOSED TILE EDGES ARE PRESENT TO BE USED AT TOP OF POOL &122 TOILET ROOM TILE WAINSCOT WALL & ALL OUTSIDE CORNERED WALLS WITHTILE. PROVIDE MANUFACTURER'S ACCESSORIES AT ALL CORNERS,TRANSITIONS, ENDS, ETC.VINYL BASE (VB-):(VB-1):MFG:JOHNSONITESTYLE: RUBBER COVECOLOR: 40 BLACKSIZE: ´VINYL COMPOSITION TILE (VCT-1):(VCT-1):MFG:ARMSTRONGSTYLE: STANDARD EXCELONCOLOR: SANDRIFT WHITE 51858SIZE: ´;´;´NOTE: LUGGAGE RM 113, STORAGE 121WALLCOVERING (WC-):(WC-1):MFG:DL COUCH / VERSA WALLCOVERINGSTYLE: BRIO / TYPE 11 / 20 OZ.COLOR: A119-038 / EARL GREYWIDTH: ´INSTALL: REVERSE HANG / STRAIGHT ACROSS MATCHREPEAT: 13" HORIZONTAL; 18" VERTICALNOTE: BOARDROOM 107 NORTH, SOUTH & WEST WALLS(WC-2):MFG:VERSA WALLCOVERINGSSTYLE: MANDOLIN / TYPE II / 20 OZ.COLOR: A181-502 RAW SILKWIDTH: ´INSTALL: REVERSE HANG / RANDOM MATCHNOTE: MENS LOCKERS 118, WOMENS LOCKERS 119 & TOILET 122. REFER TO DRAWINGSFOR EXACT LOCATION(WC-3):MFG:DL COUCH / VERSA WALLCOVERINGSTYLE: BRIO / TYPE 11 / 20 OZ.COLOR: A119-557 / HUNANWIDTH: ´INSTALL: REVERSE HANG / RANDOM MATCHREPEAT: 13" HORIZONTAL; 18" VERTICALNOTE: BOARDROOM 107 ACCENT WALLCOVERING / EAST WALL ONLY. START &TERMINATE WALLCOVERING AT INSIDE CORNERSWOOD STAIN (WS-):(WS-1):STAIN WOOD TO MATCH (PL-1):MFG:WILSONARTCOLOR: STUDIO TEAK 7960K-18FINISH: LINEARITYNOTE: RETAIL SPACE LAMINATE. SEE DRAWINGS FORDETAILS. FINISH SAMPLES TO BE SUBMITTEDTO ARCHITECT FOR APPROVAL PRIOR TOFABRICATIONFINISH LEGEND:SPROOM FINISH PLAN &SCHEDULEARCHITECT2495 Main Street, Suite 434Buffalo, New York 14214Phone (716) 836-1522Fax (716) 832-0119www.bhnt.comVISION. INSPIRATION. PERFORMANCE.CONSULTANT TEAM:Mechanical / Electrical / Plumbing /Fire Protection:3556 Lake Shore Road, Suite 500, Buffalo, New York 14219Phone: (716) 827-8000 Fax: (716) 826-7958SCALE:PROJECT NUMBER:DATE:DRAWN BY:AS NOTEDREVISIONSNO.DATEDESCRIPTIONBYIt is a violation of Section 7209, Subdivision 2, ofthe New York State Law for any persons, unlessacting under the direction of a Licensed Architector Professional Engineer, to alter in any way,plans, specifications, or reports to which the sealof a licensed Architect or Professional Engineerhas been applied.SHEET TITLE:REVISED:SHEET NUMBER:Cosmetic RepairsPROJECT / LOCATION:21800022 JUNE 2018218000 A901-3 FINISH PLAN TEMP LOBBY.DWG
6/22/2018 10:17 AMA902 OWNER/CLIENT:130 East Seneca StreetIthaca, NY 148502421 Main Street, Buffalo, New York 14214Phone: (716) 228-4180Construction Management:350 Essjay Road, Suite 101Williamsville, NY 14221CASCADE PLAZALLC ITHACASCALE:A9021FIRST FLOOR FINISH PLAN1/8"=1'-0"GENERAL FINISH NOTES:1.REFER TO DRAWINGS/FINISH SCHEDULE FOR EXACT PATTERNS,LOCATIONS, ETC.2.UNLESS OTHERWISE NOTED, CONTRACTOR TO PROPERLY PREPARE ALLSURFACES TO ACCEPT FINISHES. CONTRACTOR TO FOLLOW ALLMANUFACTURER'S RECOMMENDATIONS AND/OR REQUIREMENTSREGARDING INSTALLATION PRACTICES, PROCEDURES, APPLICATIONS,TOLERANCES, ETC. IN CONFLICTS OCCUR, CONTRACTOR TO PROVIDE INWRITING TO THE OWNER/ARCHITECT FOR REQUEST OF INFORMATION TOCLARIFY INSTALLATION PROCEDURES PRIOR TO THE INSTALLATION OFANY NEW FINISHES AND/OR MATERIALS.3.POOL CONTRACTOR TO SPECIFY & PROVIDE SPECIALTY TILES,GRAPHICS, POOL COPING, ETC. COORDINATE WITH GENERALCONTRACTOR & TILE CONTRACTOR.4.UNCOUPLING MEMBRANE:A.FLEXMAT HIGH PERFORMANCE UNIVERSAL UNCOUPLING MEMBRANEBY FLEXTILE LTD.B.PROVIDE AT ALL TILE FLOORING5.POOL AREA 125, TOILET 122, & VESTIBULE 123 TILE INSTALLATION NOTES:A.SET FLEXMAT UNCOUPLING MEMBRANE OVER CONCRETE SLAB WITHVERSATILE 52/FLEX 52 MORTAR BY FLEXTILE LTD.B.6(77+(´;´)/$0('5(*$/727+()/2256:,7+9(56$7,/(52/FLEX 52 MORTAR BY FLEXTILE LTD.C.TO KEEP THE INSTALLATION WATERPROOF, USE THE FLEXMAT JOINTTAPE BY FLEXTILE LTD. AT ALL FLOOR SEAMS.D.TO KEEP THE INSTALLATION WATERPROOF, USE THE FLEXMAT & JOINTTAPE BY FLEXTILE LTD. AT ALL WALL SEAMS & COVED UP THE WALL.E.6(77+(´;´32/,6+('5(*$/727+(:$//6:,7+)/(;65PREMIUM POLYMER-MODIFIED SAG-RESISTANT MORTAR BY FLEXTILELTD.6.LOCKER ROOMS 118, 119 TILE INSTALLATION NOTES:A.SET FLEXMAT UNCOUPLING MEMBRANE OVER CONCRETE SLAB WITHVERSATILE 52/FLEX 52 MORTAR BY FLEXTILE LTD.B.6(77+(´;´)/$0('5(*$/727+()/2256:,7+9(56$7,/(52/FLEX 52 MORTAR BY FLEXTILE LTD.C.TO KEEP THE INSTALLATION WATERPROOF, USE THE FLEXMAT JOINTTAPE BY FLEXTILE LTD. AT ALL FLOOR SEAMS.D.TO KEEP THE INSTALLATION WATERPROOF, USE THE FLEXMAT & JOINTTAPE BY FLEXTILE LTD. AT ALL WALL SEAMS & COVED UP THE WALL.E.6(77+(´;´32/,6+('5(*$/727+(:$//6:,7+)/(;65PREMIUM POLYMER-MODIFIED SAG-RESISTANT MORTAR BY FLEXTILELTD.7.PROVIDE 5% ATTIC STOCK OF ALL FINISHES.8.SEE FLOOR PLAN FOR ELEVATOR FLOOR FINISH.
3'-2"10'-0"14'-6 1/2"CT-12CT-12CT-12CT-126"6"6"6"6"6"6"6"6"6"ALIGN W/ OUTSIDEEDGE OF MILLWORKALIGN W/WALL/OUTSIDE EDGEOF MILLWORKCT-3CT-2CT-3CT-7CT-8POOL125FITNESSCENTER124WOMEN'SLOCKERS119MEN'SLOCKERS118PANTRY109STORAGE121TOILET122VESTIBULE123CORRIDOR127BUSINESSCENTER114OFFICE117OFFICE116WORKAREA115ELEVATORLOBBY120CORRIDOR128SPROOM FINISH PLAN &SCHEDULEARCHITECT2495 Main Street, Suite 434Buffalo, New York 14214Phone (716) 836-1522Fax (716) 832-0119www.bhnt.comVISION. INSPIRATION. PERFORMANCE.CONSULTANT TEAM:Mechanical / Electrical / Plumbing /Fire Protection:3556 Lake Shore Road, Suite 500, Buffalo, New York 14219Phone: (716) 827-8000 Fax: (716) 826-7958SCALE:PROJECT NUMBER:DATE:DRAWN BY:AS NOTEDREVISIONSNO.DATEDESCRIPTIONBYIt is a violation of Section 7209, Subdivision 2, ofthe New York State Law for any persons, unlessacting under the direction of a Licensed Architector Professional Engineer, to alter in any way,plans, specifications, or reports to which the sealof a licensed Architect or Professional Engineerhas been applied.SHEET TITLE:REVISED:SHEET NUMBER:Cosmetic RepairsPROJECT / LOCATION:21800022 JUNE 2018218000 A901-3 FINISH PLAN TEMP LOBBY.DWG
6/22/2018 10:18 AMA903 OWNER/CLIENT:130 East Seneca StreetIthaca, NY 148502421 Main Street, Buffalo, New York 14214Phone: (716) 228-4180Construction Management:350 Essjay Road, Suite 101Williamsville, NY 14221CASCADE PLAZALLC ITHACASCALE:A9031ENLARGED FIRST FLOOR FINISH PLAN1/4"=1'-0"
ARCHITECT2495 Main Street, Suite 434Buffalo, New York 14214Phone (716) 836-1522Fax (716) 832-0119www.bhnt.comVISION. INSPIRATION. PERFORMANCE.CONSULTANT TEAM:Mechanical / Electrical / Plumbing /Fire Protection:3556 Lake Shore Road, Suite 500, Buffalo, New York 14219Phone: (716) 827-8000 Fax: (716) 826-7958SCALE:PROJECT NUMBER:DATE:DRAWN BY:AS NOTEDREVISIONSNO.DATEDESCRIPTIONBYIt is a violation of Section 7209, Subdivision 2, ofthe New York State Law for any persons, unlessacting under the direction of a Licensed Architector Professional Engineer, to alter in any way,plans, specifications, or reports to which the sealof a licensed Architect or Professional Engineerhas been applied.SHEET TITLE:REVISED:SHEET NUMBER:Cosmetic RepairsPROJECT / LOCATION:OWNER/CLIENT:130 East Seneca StreetIthaca, NY 148502421 Main Street, Buffalo, New York 14214Phone: (716) 228-4180Construction Management:350 Essjay Road, Suite 101Williamsville, NY 14221CASCADE PLAZALLC ITHACA218000M-001SPECIFICATIONS,SYMBOLS, ANDNOTESTMLJUNE 22, 2018GENERAL NOTES MECHANICAL:1.THE CONTRACTOR SHALL PROVIDE ALL LABOR AND MATERIAL NECESSARY FOR A COMPLETE SYSTEM AS SHOWN. CLEANED,TESTED, FULLY OPERATIONAL AND READY TO USE.2.BEFORE SUBMITTING A BID, THE CONTRACTOR SHALL VISIT THE PROJECT LOCATION TO DETERMINE ALL EXISTING CONDITIONSTHAT WILL AFFECT THE INSTALLATION OF THE PROPOSED MATERIAL AND EQUIPMENT. THE OWNER SHALL BE NOTIFIED OF ANYCONFLICTS FOUND.3.ALL MATERIALS AND INSTALLATION SHALL BE IN ACCORDANCE WITH THE APPLICABLE MECHANICAL CODE AND STANDARDS, NFPA,ADA, OSHA, AND ALL LOCAL CODES WITH THE AUTHORITY HAVING JURISDICTION.4.THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL NECESSARY PERMITS AND INSPECTIONS, INCLUDING ASSOCIATEDCOSTS.5.ALL MATERIAL SHALL BE NEW AND UNUSED, UNLESS OTHERWISE NOTED.6.CEILING SUPPORT SYSTEMS ARE NOT DESIGNED TO SUPPORT THE WEIGHT OF DUCTWORK AND PIPING. ALL DUCTWORK AND PIPINGTO BE SUPPORTED FROM THE BASE BUILDING STRUCTURE.7.DUCTWORK SHALL BE SMACNA LOW PRESSURE CONSTRUCTION 1" STATIC PRESSURE RATING WITH SEAL CLASS B SEAMS ANDJOINTS. FABRICATE AND ERECT ALL DUCTWORK TO SMACNA STANDARDS FOR GALVANIZED STEEL. COMPLY WITH NFPA 90AREQUIREMENTS.8.ALL PROPOSED RECTANGULAR DUCTWORK SHALL BE LINED WITH A DUAL DENSITY LINER OF 1" THICKNESS FOR SUPPLY; AND 1/2"THICKNESS FOR RETURN AND EXHAUST DUCTS. ROUND DUCTWORK TO BE WRAPPED WITH 1" FIBERGLASS DUCT INSULATION.9.ALL FLEXIBLE DUCTWORK SHALL BE INSULATED, LEAK FREE, INSTALLED TIGHTLY AND FREE OF KINKS. FLEXIBLE DUCTCONNECTIONS SHALL BE TIGHT, FREE OF LEAKS AND DOUBLE STRAPPED (ONE STRAP OVER THE INNER DUCT AND ONE STRAPOVER THE INSULATION). THE FLEXIBLE DUCT SHALL BE INSTALLED IN A MANNER NOT TO INTERFERE WITH THE VOLUME DAMPERSOR ANY DEVICES, FLEXIBLE DUCT SHALL BE NO MORE THAN 8 FEET IN LENGTH.10.ALL SUPPLY BRANCH DUCTS TO HAVE VOLUME DAMPERS.11.DUCT DIMENSIONS INDICATED ON DRAWINGS ARE CLEAR INSIDE DIMENSIONS (FREE AREA)12.COORDINATE ALL WALL PENETRATIONS WITH OWNER, AND CONTRACTOR.13.GAS PIPING TO BE SCHED. 40 STEEL, WITH MALLEABLE FITTINGS. ALL PIPING INSTALLED PER STATE AND LOCAL CODES.14.FURNISH AND INSTALL TREATED WOOD BLOCKING FOR ALL ROOF CURBS, AS REQUIRED FOR PROPER LEVELING OF ROOF TOPEQUIPMENT. COORDINATE ALL ROOF WORK WITH OWNER, AND OWNERS ROOFER.15. FURNISH AND INSTALL ALL LOW VOLTAGE TEMPERATURE CONTROL WIRING, AND WALL MOUNT THERMOSTAT(S).16.THESE DRAWINGS ARE DIAGRAMMATIC IN NATURE AND INDICATE THE SIZE AND GENERAL ARRANGEMENT OF PIPING, EQUIPMENT,ETC. EXACT LOCATIONS AND ROUTINGS SHALL BE DETERMINED IN THE FIELD BEFORE AND AS THE WORK PROGRESSES.CAREFULLY COORDINATE THE WORK OF THIS TRADE WITH ALL OTHER TRADES.17.DRAWINGS DO NOT INDICATE ALL OFFSETS, CHANGES IN ELEVATION, ETC. WHICH MAY BE REQUIRED BY ACTUAL FIELDCONDITIONS. THE CONTRACTOR IS TO FIELD VERIFY CONDITIONS PRIOR TO INSTALLATION AND MAKE SUCH CHANGES IN PIPING,EQUIPMENT LOCATIONS, ETC. AS NECESSARY TO ACCOMMODATE FIELD CONDITIONS. COORDINATE ALL CHANGES WITH OTHERTRADES AND OWNER.18.ALL CUTTING AND PATCHING OF BUILDING COMPONENTS REQUIRED TO ACCOMMODATE THE WORK OF THIS CONTRACT SHALL BETHE RESPONSIBILITY OF THIS CONTRACT. ALL PATCHING SHALL MATCH THE EXISTING COMPONENTS AND FINISHES. CUTTING ANDPATCHING WORK SHALL BE PERFORMED BY PERSONNEL TRAINED AND REGULARLY EMPLOYED FOR SUCH SERVICES.19.ALL PIPING SHALL BE CLEAN AND FREE OF LEAKS. INSTALL ALL PIPING AND PIPE FITTINGS IN A MANNER NOT TO INTERFERE WITHACCESS TO EQUIPMENT AND ANY DEVICE WHICH REQUIRES ACCESS.20.CONTRACTOR TO PROVIDE (6) SIX COPIES OF SHOP DRAWINGS FOR ALL EQUIPMENT TO THE OWNER FOR APPROVAL.21.THE CONTRACTOR SHALL PROVIDE AS-BUILT DRAWINGS UPON COMPLETION OF THE PROJECT TO THE OWNER.22.CONTRACTOR TO PROVIDE (2) TWO OPERATION AND MAINTENANCE MANUALS TO OWNER FOR ALL EQUIPMENT PROVIDED.23.CONTRACTOR TO PROVIDE (1) ONE YEAR WARRANTY ON LABOR FOR ALL EQUIPMENT PROVIDED.DESCRIPTIONSYMBOL SCHEDULESYMBOLR24X24 DIFFUSER TO BE RELOCATED IN NEW CEILING GRID24X24 RETURN TO BE RELOCATED IN NEW CEILING GRIDEXHAUST FAN - TO BE RELOCATED IN NEW CEILING GRIDGENERAL NOTES: (FIRE SPRINKLERS):1.SCOPE OF WORK: INCLUDE ALL COSTS TO MODIFY AND/OR EXTEND EXISTING FIRE PROTECTION SYSTEM AS REQUIRED TOACCOMMODATE NEW FLOOR PLAN. PROVIDE INSTALLATION DRAWINGS AND HYDRAULIC CALCULATIONS AS REQUIRED BY LOCALAUTHORITY HAVING JURISDICTION.2.ALL FIRE SPRINKLER WORK SHALL BE DONE BY A LICENSED FIRE SPRINKLER CONTRACTOR WITH SEPARATE PLANS AND PERMITAND INSTALLED AS PER NFPA 13. FIRE SPRINKLER CONTRACTOR SHALL PROVIDE A COMPLETE AND FUNCTIONING SPRINKLERSYSTEM WITH VALVES, PIPING, HEADS AND APPURTENANCES THROUGHOUT THE AREA OF WORK. THE SYSTEM SHALL BE TESTEDPER NFPA 13, CHAPTER 16 AND OBTAIN APPROVAL FROM AUTHORITY HAVING JURISDICTION PRIOR TO ACCEPTANCE BY OWNER.3.THE FIRE PROTECTION SYSTEM SHALL CONFORM TO NFPA 13, THE FIRE CODE OF NYS AND TO ALL LAWS, ORDINANCES ANDREGULATIONS OF THE AUTHORITY HAVING JURISDICTION, NEW YORK STATE, AND THE INDIVIDUALS HAVING LEGAL AUTHORITYTO SUPERVISE WORK. IN ANY CONFLICT THE MOST RIGID REQUIREMENTS SHALL APPLY.4.THE SPACING OF SPRINKLER HEADS: THE SPACING AND SIZES OF PIPES SHALL CONFORM TO THE REQUIREMENTS OF NFPA 13OR MANUFACTURER'S SPECIFICATIONS SPRINKLER SYSTEM SHALL BE INSTALLED BY PERSONNEL WHO HAVE ENGINEERINGFACILITIES AND EXPERIENCE IN SUCH WORK AND WHO ARE REGULARLY EMPLOYED TO DO SUCH WORK.5.MATERIALS AND INSTALLATION SHALL COMPLY WITH NFPA 13, LOCAL AND STATE CODES AND GENERAL NOTES. FIREPROTECTION SPRINKLER CONTRACTOR SHALL TEST THE SYSTEM PER NFPA STANDARDS, AND OBTAIN INSPECTION ANDAPPROVAL BY LOCAL FIRE MARSHALL BEFORE ACCEPTANCE BY OWNER.6.ALL EXISTING FIRE PROTECTION SPRINKLER SYSTEMS SHALL REMAIN IN SERVICE DURING CONSTRUCTION.7.IN LOCATING SPRINKLER HEADS AND PIPING, CONTRACTOR SHALL COORDINATE THE SPRINKLER LAYOUT WITH THE LIGHTINGAND HVAC LAYOUT.8.PIPING: SPRINKLER PIPING SHALL BE SCHEDULE 40 BLACK STEEL PIPE AND FITTINGS CONFORMING TO ASTM A-120-55. MINIMUMSIZE IS ONE (1") INCH. ALL STEEL PIPE MUST BE AMERICAN MADE TO MEET ASTM STANDARDS. ALL EXPOSED SPRINKLER PIPINGSHALL BE PAINTED TO MATCH EXISTING.9.NEW SPRINKLERS SHALL BE SUPPLIED BY TEES CUT INTO EXISTING SPRINKLER PIPE. SPRINKLER HEADS SHALL MATCHSPRINKLER HEADS IN EXISTING SPACES.10.ALL EQUIPMENT TO BE UL AND FM APPROVED FOR INTENDED USE.11.COORDINATE WITH OWNER FOR USE OF EXISTING SPRINKLER PIPING.12.CONTRACTOR SHALL PROVIDE AS-BUILT DRAWINGS OF SYSTEM TO THE OWNER UPON COMPLETION AND ACCEPTANCE OF THESYSTEM.DESCRIPTIONSYMBOL SCHEDULESYMBOLSPRINKLER HEAD TO BE INSTALLED/RELOCATED TO MATCH BUILDING STANDARDSEXISTING SPRINKLER HEAD TO BE REMOVED OR RELOCATED.LINEAR DIFFUSER TO BE RELOCATED IN NEW CEILING GRIDRRELOCATED 24X24 DIFFUSERRELOCATED 24X24 RETURNRELOCATED EXHAUST FANRELOCATED LINEAR DIFFUSERDRAIN HOSEFELT TAPEINDOOR/OUTDOORCONNECTION WIRINGGAS PIPE(REFRIGERANT)LIQUID PIPE(REFRIGERANT)SCALE:M1SPLIT SYSTEM REFRIGERATION AND DRAINAGENTSNOTES FOR SPLIT SYSTEMS:1.MITSUBISHI INDOOR UNIT AS PER SCHEDULE.2.PROPOSED DRAIN HOSE TO BE INSTALLED. DRAIN SHALL BEPVC TUBE. ARRANGE AT UNDERSIDE OF PIPING, WRAP WITHFELT TAPE AND MAINTAIN DOWNWARD SLOPE OF AT LEAST1/100. DRAIN TUBE SHALL BE RUN ABOVE CEILING.MECHANICAL CONTRACTOR TO SUPPLY AND INSTALL PUMPKIT AS REQUIRED.3.PROPOSED OUTDOOR UNIT AS PER SCHEDULE.CONTRACTOR TO SUPPLY MANUFACTURER PLATFORMSTANDS DSD-400N OR APPROVED EQUAL. UNIT SHALL BEINSTALLED 12" FROM EXTERIOR WALL.4.CONTRACTOR TO SUPPLY AND INSTALL LINE-HIDE ON ANYEXTERIOR OR INTERIOR EXPOSED PIPING AS PERMANUFACTURERS SPECIFICATIONS.5.PROPOSED R410A REFRIGERANT PIPING. CONTRACTOR TOPROVIDE EITHER DIAMOND BACK LINESETS OR REFRIGERANTGRADE COPPER PIPE ABOVE CEILING. CONTRACTOR TOPROVIDE 1/2" INSULATION ON COPPER PIPE. PIPING MAXIMUMLENGTH OF 100'.6.SIZE PIPING AS PER MANUFACTURER SPECIFICATIONS.MITSUBISHIMODEL #SPLIT SYSTEM CONDENSING "OUTDOOR" UNIT SCHEDULEUNITCON-1SERVICEAREACAPACITYCOOLINGBTUHVOLTAGEVOLTSMCA(AMP)18,000208/23013CFMSPLIT SYSTEM HEAT PUMP "INDOOR" UNIT SCHEDULEUNITHP-1CAPACITYCOOLINGBTUHVOLTAGEVOLTSMCAAMPS320-42518,000208/230PROPOSED THERMOSTAT:WIRELESS REMOTE WITH LCD DISPLAY. TEMPERATURE CONTROLS ON INDOOR UNIT.CONTRACTOR TO PROVIDE ELECTRICAL POWER CIRCUIT (30A/3P) TO EXISTING PANEL AS REQUIRED FOR INSTALLATION. CONTRACTOR TO WIREINDOOR UNIT AND CONTROL WIRING TO THERMOSTAT AS REQUIRED.11SERVICEAREABOARD ROOMPKA-A18NHA6FED FROM CON-1PUY-A18NHA6QTY1QTY1MITSUBISHIMODEL #BOARD ROOM
VERIZON BUILDINGDUCT CHASEJE.11ABCDEFGHH.21.123456789108.2F.1G.1G.2H.1JA.13.25TH. FLOOR5TH. FLOOR5TH. FLOOR5TH. FLOOR5TH. FLOORE.23.14.1K2.2H.22.19BF.1D.14.2E.0.1E.0.1E.2.1F.0.2F.0.1RRRRREXISTING DIFFUSERS,SPRINKLER HEADS TOBE SUPPORTED WHILENEW CEILING GRID ISBEING INSTALLED.TYPICAL OF ALLEXISTING.EXISTINGTO REMAINARCHITECT2495 Main Street, Suite 434Buffalo, New York 14214Phone (716) 836-1522Fax (716) 832-0119www.bhnt.comVISION. INSPIRATION. PERFORMANCE.CONSULTANT TEAM:Mechanical / Electrical / Plumbing /Fire Protection:3556 Lake Shore Road, Suite 500, Buffalo, New York 14219Phone: (716) 827-8000 Fax: (716) 826-7958SCALE:PROJECT NUMBER:DATE:DRAWN BY:AS NOTEDREVISIONSNO.DATEDESCRIPTIONBYIt is a violation of Section 7209, Subdivision 2, ofthe New York State Law for any persons, unlessacting under the direction of a Licensed Architector Professional Engineer, to alter in any way,plans, specifications, or reports to which the sealof a licensed Architect or Professional Engineerhas been applied.SHEET TITLE:REVISED:SHEET NUMBER:Cosmetic RepairsPROJECT / LOCATION:OWNER/CLIENT:130 East Seneca StreetIthaca, NY 148502421 Main Street, Buffalo, New York 14214Phone: (716) 228-4180Construction Management:350 Essjay Road, Suite 101Williamsville, NY 14221CASCADE PLAZALLC ITHACA218000MD-101MECHANICALDEMOLITION--JUNE 22, 2018SCALE:MD-1011FIRST FLOOR PLAN1/8"=1'-0"
VERIZON BUILDINGDUCT CHASEJE.11ABCDEFGHH.21.123456789108.2F.1G.1G.2H.1JA.13.25TH. FLOOR5TH. FLOOR5TH. FLOOR5TH. FLOOR5TH. FLOORE.23.14.1K2.2H.22.19BF.1D.14.2E.0.1E.0.1E.2.1F.0.2F.0.1RHP-1TCON-1ON ROOFRRRRCONTRACTOR TORUN REFRIGERATIONAND CONDENSATELINES UP CHASE TO5TH FLOOR ROOF ASREQUIRED.ARCHITECT2495 Main Street, Suite 434Buffalo, New York 14214Phone (716) 836-1522Fax (716) 832-0119www.bhnt.comVISION. INSPIRATION. PERFORMANCE.CONSULTANT TEAM:Mechanical / Electrical / Plumbing /Fire Protection:3556 Lake Shore Road, Suite 500, Buffalo, New York 14219Phone: (716) 827-8000 Fax: (716) 826-7958SCALE:PROJECT NUMBER:DATE:DRAWN BY:AS NOTEDREVISIONSNO.DATEDESCRIPTIONBYIt is a violation of Section 7209, Subdivision 2, ofthe New York State Law for any persons, unlessacting under the direction of a Licensed Architector Professional Engineer, to alter in any way,plans, specifications, or reports to which the sealof a licensed Architect or Professional Engineerhas been applied.SHEET TITLE:REVISED:SHEET NUMBER:Cosmetic RepairsPROJECT / LOCATION:OWNER/CLIENT:130 East Seneca StreetIthaca, NY 148502421 Main Street, Buffalo, New York 14214Phone: (716) 228-4180Construction Management:350 Essjay Road, Suite 101Williamsville, NY 14221CASCADE PLAZALLC ITHACA218000M-101MECHANICAL FIRSTFLOOR @RECONSTRUCTEDLOBBYTMLJUNE 22, 2018SCALE:M-1011FIRST FLOOR PLAN1/8"=1'-0"
VERIZON BUILDINGDUCT CHASEJE.11ABCDEFGHH.21.123456789108.2F.1G.1G.2H.1JA.13.25TH. FLOOR5TH. FLOOR5TH. FLOOR5TH. FLOOR5TH. FLOORE.23.14.1K2.2H.22.19BF.1D.14.2E.0.1E.0.1E.2.1F.0.2F.0.1J 111111124"3"3"6"6"6"6"4"4"4"3"4"4"IW 3"IW 111222222222122IW IW IW IWIW IWIW2" VENT UPTO REMAININ PLACE3"3"2"2"5677776556882" VENT UP2" VENT UP1G GTEMPORARILY DISCONNECT1" GAS SUPPLY PIPE FROMFIREPLACE.1"EXISTINGFLOOR DRAINTO REMAIN2" BELOW SLABARCHITECT2495 Main Street, Suite 434Buffalo, New York 14214Phone (716) 836-1522Fax (716) 832-0119www.bhnt.comVISION. INSPIRATION. PERFORMANCE.CONSULTANT TEAM:Mechanical / Electrical / Plumbing /Fire Protection:3556 Lake Shore Road, Suite 500, Buffalo, New York 14219Phone: (716) 827-8000 Fax: (716) 826-7958SCALE:PROJECT NUMBER:DATE:DRAWN BY:AS NOTEDREVISIONSNO.DATEDESCRIPTIONBYIt is a violation of Section 7209, Subdivision 2, ofthe New York State Law for any persons, unlessacting under the direction of a Licensed Architector Professional Engineer, to alter in any way,plans, specifications, or reports to which the sealof a licensed Architect or Professional Engineerhas been applied.SHEET TITLE:REVISED:SHEET NUMBER:Cosmetic RepairsPROJECT / LOCATION:OWNER/CLIENT:130 East Seneca StreetIthaca, NY 148502421 Main Street, Buffalo, New York 14214Phone: (716) 228-4180Construction Management:350 Essjay Road, Suite 101Williamsville, NY 14221CASCADE PLAZALLC ITHACA218000PD101PLUMBINGDEMOLITIONPLANDMOJUNE 22, 2018SCALE:PD1011FIRST FLOOR PLAN1/8"=1'-0"KEYED NOTES:1.REMOVE PLUMBING FIXTURE. FIXTURE TO BE RE-INSTALLED AFTER NEWFLOOR IS POURED. REMOVE ALL DOMESTIC WATER AND VENT PIPING FROMTHE FLOOR TO THE CEILING. NEW PIPING OF SAME SIZE AND MATERIALSHALL BE INSTALLED AFTER NEW FLOOR IS POURED. FAUCETS AND/ORSHOWERHEADS TO BE REPLACED WITH NEW.2.REMOVE AND DISPOSE FLOOR DRAINS AND CLEANOUTS. NEW FLOOR DRAINAND CLEANOUT OF LIKE MATERIAL TO BE INSTALLED TO EXISTING PIPINGAFTER NEW FLOOR IS POURED.3.ALL PIPING FOR POOL BY OTHERS.4.6" SANITARY PIPE UP TO REMAIN IN PLACE.5.REMOVE 1/2" HOT AND COLD, 1-1/2" VENT DOWN.6.REMOVE DROP 1-1/2" COLD WATER AND 2" VENT UP FOR WATER CLOSET.7.REMOVE 1/2" HOT AND COLD TO WATER AND 2" VENT DOWN TO SHOWER.8.REMOVE 1/2" COLD DOWN, 1-1/2" VENT UP TO WATER COOLER.X34GENERAL NOTES:1.SANITARY WASTE AND VENT PIPES UNDER EXISTING SLAB TO REMAIN INPLACE.2.ALL PIPING WORK TO POOL BY OTHERS.PLUMBING SPECIFICATIONS:1.THE PLUMBING CONTRACTOR SHALL PROVIDE ALL LABOR AND MATERIAL NECESSARY FOR ACOMPLETE PLUMBING SYSTEM AS SHOWN. CLEANED, TESTED, FULLY OPERATIONAL AND READYTO USE.2.BEFORE SUBMITTING A BID, THE CONTRACTOR SHALL VISIT THE PROJECT LOCATION TODETERMINE ALL EXISTING CONDITIONS THAT WILL AFFECT THE INSTALLATION OF THE PROPOSEDMATERIAL AND EQUIPMENT. THE ARCHITECT SHALL BE NOTIFIED OF ANY CONFLICTS FOUND.3.ALL MATERIALS AND INSTALLATION SHALL BE IN ACCORDANCE WITH THE APPLICABLE PLUMBINGCODE, FUEL GAS CODE AND STANDARDS, NFPA, ADA, OSHA, AND ALL LOCAL CODES.4.THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL NECESSARY PERMITS ANDINSPECTIONS, INCLUDING ASSOCIATED COSTS.5.ALL MATERIAL SHALL BE NEW AND UNUSED UNLESS OTHERWISE STATED. ALL PROPOSEDEQUIPMENT SHALL BE SUBMITTED FOR APPROVAL TO THE ARCHITECT BEFORE ANYINSTALLATION IS STARTED.6.THESE DRAWINGS ARE DIAGRAMMATIC IN NATURE AND INDICATE THE SIZE AND GENERALARRANGEMENT OF PIPING, EQUIPMENT, ETC. EXACT LOCATIONS AND ROUTINGS SHALL BEDETERMINED IN THE FIELD BEFORE AND AS THE WORK PROGRESSES. CAREFULLY COORDINATETHE WORK OF THIS TRADE WITH ALL OTHER TRADES.7.DRAWINGS DO NOT INDICATE ALL OFFSETS, CHANGES IN ELEVATION, ETC. WHICH MAY BEREQUIRED BY ACTUAL FIELD CONDITIONS. THE CONTRACTOR IS TO FIELD VERIFY CONDITIONSPRIOR TO INSTALLATION AND MAKE SUCH CHANGES IN PIPING, EQUIPMENT LOCATIONS, ETC. ASNECESSARY TO ACCOMMODATE FIELD CONDITIONS. COORDINATE ALL CHANGES WITH OTHERTRADES AND ARCHITECT.8.ALL PIPING SHALL BE CLEAN AND FREE OF LEAKS. INSTALL ALL PIPING AND PIPE FITTINGS IN AMANNER NOT TO INTERFERE WITH ACCESS TO EQUIPMENT AND ANY DEVICE WHICH REQUIRESACCESS.9.ALL PIPING SHALL BE SUPPORTED AS REQUIRED.10.ALL DOMESTIC WATER PIPING ABOVE GROUND SHALL MATCH EXISTING.11.ALL PIPING SHALL BE INSULATED TO A MINIMUM THICKNESS AS FOLLOWS: COLD WATER(INTERIOR WALLS) 1/2" & (EXTERIOR WALLS) 1", HOT WATER 1", CONDENSATE 1/2". MATERIAL TOMATCH EXISTING.12.ALL UNDERGROUND BUILDING DRAINAGE PIPING AND FITTINGS SHALL MATCH EXISTING.13.ALL SANITARY WASTE AND VENT PIPING AND FITTINGS ABOVE GROUND SHALL MATCH EXISTING.14.ALL PLUMBING FIXTURES SHALL HAVE A TRAP, EXCEPT FOR WATER CLOSETS, AND SHUTOFFVALVES LOCATED AT THE FIXTURE.15.ALL NATURAL GAS PIPING ABOVE GRADE AND FITTINGS SHALL BE SCHEDULE 40 BLACKMALLEABLE IRON, THREADED FITTINGS AND MEET ASTM A 53 STANDARDS.16.ALL NATURAL GAS EQUIPMENT SHALL HAVE SHUTOFF VALVES AND SEDIMENT TRAPS.17.ALL WATER SUPPLY AND DRAINAGE SYSTEM TESTS AND INSPECTIONS SHALL BE PERFORMED INACCORDANCE WITH THE 2015 INTERNATIONAL PLUMBING CODE SECTION 312, AND THE AHJ. THECONTRACTOR SHALL COORDINATE TESTS AND INSPECTIONS WITH THE CODE OFFICIAL OF THEAUTHORITY HAVING JURISDICTION (AHJ).18.CONTRACTOR TO PROVIDE SHOP DRAWINGS FOR ALL EQUIPMENT TO THE ARCHITECT FORAPPROVAL.19.CONTRACTOR TO ROUGH ACCORDING TO FIXTURE SCHEDULE UNLESS OTHERWISE INDICATEDON DRAWINGS.PROPOSED FLOOR DRAIN TO BE INSTALLEDPROPOSED HOT WATER SUPPLY PIPE TO BE INSTALLEDPROPOSED COLD WATER SUPPLY PIPE TO BE INSTALLEDPROPOSED SANITARY SEWER VENT TO BE INSTALLEDPROPOSED SANITARY SEWER PIPE TO BE INSTALLEDPROPOSED FLOOR CLEANOUT TO BE INSTALLEDEXISTING COLD WATER SUPPLY PIPE TO REMAINEXISTING HOT WATER SUPPLY PIPE TO REMAINPOINT OF CONNECTIONSYMBOL SCHEDULEDESCRIPTIONSYMBOLPIPING UPPIPING DOWNPIPING TEE DOWNEXISTING NATURAL GAS PIPE TO REMAINGEXISTING SANITARY SEWER PIPE TO REMAINEXISTING SANITARY SEWER VENT TO REMAINEXISTING HOT WATER RECIRCULATION PIPE TO REMAINPROPOSED INDIRECT WASTE PIPE TO BE INSTALLEDEXISTING INDIRECT WASTE PIPE TO REMAINIWIWEXISTING SHUT OFF VALVE TO REMAINEXISTING FLOOR DRAIN TO BE REMOVEDEXISTING FLOOR CLEANOUT TO BE REMOVEDREMOVE AND DISPOSE OF EXISTINGTRENCH DRAINS IN POOL AREA.
J1ABCDEFGHH.21.1234A.13.25TH. FLOOR5TH. FLOOR5TH. FLOOR5TH. FLOORE.23.14.1K2.22.1F.1E.0.1E.2.1F.0.24"3"3"6"6"6"6"CONTRACTOR SHALL LOCATE ASECTION OF PIPE DOWNSTREAM OFTHE EXISTING WALL PENETRATIONTHAT CAN BE TEMPORARILY CAPPEDFOR TESTING.TEMPORARILY CAP ALL OPEN DRAIN ANDVENT PIPE TERMINATIONS OF THEBUILDING DRAIN THAT ARE TO BEPRESSURE TESTED.TYPICALTEMPORARILY CAP ALL OPEN DRAIN ANDVENT PIPE TERMINATIONS OF THEBUILDING DRAIN THAT ARE TO BEPRESSURE TESTED.TYPICAL3"3"2"2"1J1ABCDEFGHH.21.1234A.13.25TH. FLOOR5TH. FLOOR5TH. FLOOR5TH. FLOORE.23.14.1K2.22.1F.1E.0.1E.2.1F.0.2J 4"4"4"3"4"4"IW
3"IW
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IWTEMPORARILY CAP ALL OPEN DRAIN ANDVENT PIPE TERMINATIONS OF THEBUILDING DRAIN THAT ARE TO BEPRESSURE TESTED.TYPICALTEMPORARILY CAP ALL OPEN DRAIN ANDVENT PIPE TERMINATIONS OF THEBUILDING DRAIN THAT ARE TO BEPRESSURE TESTED.TYPICALTEMPORARILY CAPTHE PIPE AT THE ENDTERMINATION FORPRESSURE TESTING.2" VENT UPTO REMAININ PLACEEXISTINGFLOOR DRAINTO REMAIN2" BELOW SLABTEMPORARILY CAP DRAINFOR PRESSURE TESTING.ARCHITECT2495 Main Street, Suite 434Buffalo, New York 14214Phone (716) 836-1522Fax (716) 832-0119www.bhnt.comVISION. INSPIRATION. PERFORMANCE.CONSULTANT TEAM:Mechanical / Electrical / Plumbing /Fire Protection:3556 Lake Shore Road, Suite 500, Buffalo, New York 14219Phone: (716) 827-8000 Fax: (716) 826-7958SCALE:PROJECT NUMBER:DATE:DRAWN BY:AS NOTEDREVISIONSNO.DATEDESCRIPTIONBYIt is a violation of Section 7209, Subdivision 2, ofthe New York State Law for any persons, unlessacting under the direction of a Licensed Architector Professional Engineer, to alter in any way,plans, specifications, or reports to which the sealof a licensed Architect or Professional Engineerhas been applied.SHEET TITLE:REVISED:SHEET NUMBER:Cosmetic RepairsPROJECT / LOCATION:OWNER/CLIENT:130 East Seneca StreetIthaca, NY 148502421 Main Street, Buffalo, New York 14214Phone: (716) 228-4180Construction Management:350 Essjay Road, Suite 101Williamsville, NY 14221CASCADE PLAZALLC ITHACA218000P-101PLUMBING DRAIN ANDVENT TESTING PLANAT RECONSTRUCTEDLOBBYDMOJUNE 22, 2018SCALE:P-1011PARTIAL FIRST FLOOR SANITARY BUILDING DRAIN AND VENT SYSTEM1/8"=1'-0"SCALE:P-1012PARTIAL FIRST FLOOR INDIRECT WASTE DRAIN AND VENT SYSTEM1/8"=1'-0"GENERAL NOTES:1.THE EXISTING PARTIAL DRAINAGE AND VENT SYSTEM(S) SHALL BE TESTEDIN ACCORDANCE WITH SECTION 312.2 "DRAINAGE AND VENT WATER TEST"OR SECTION 312.3 "DRAINAGE AND VENT AIR TEST" ,PROVIDING THERE ISNO PLASTIC PIPE IN THE SYSTEM, OF THE 2015 INTERNATIONAL PLUMBINGCODE. THE TEST METHOD SHALL BE VERIFIED, AND COORDINATED WITHTHE AHJ BEFORE ANY TESTING IS SCHEDULED.PORTION OF BUILDING DRAINAND VENT SYSTEM TO BEPRESSURE TESTED.PORTION OF INDIRECT WASTEAND VENT SYSTEM TO BEPRESSURE TESTED.KEYED NOTES:1.COORDINATE PRESSURE TESTING WITH FLOORS ABOVE. 6" SANITARYWASTE PIPE UP TO 6TH FLOOR BATHROOMS IN ROOMS 602, 603, 604, 605,606, AND 607 PER ARCHIVE DESIGN DRAWINGS. SANITARY WASTE CANNOTBE DISCHARGED DURING TESTING.X
COVERED ENTRY/DROP-OFFVESTIBULECENTERCOMMANDLOUNGELOADING/RECEIVINGFITNESSTRASHOFFICEOFFICEOFFICELUGGAGEAREAWORKFRONTDESKPOOLWHIRLPOOLBUSCENTERVEST.VALETSRV'RMKT.SALESMGR.PANTRYSTAIR 'B'M. LK'R.W. LK'R.TEL.TOIL.CENTERSTOR.LOBBYELEV.POOLSUPPLYR.P.Z.POOLEQUIPMT.LOBBYELEV. C.ELEV.ELEV. F.ELEV. D.ELEV. B.FIREMAILROOMA116A102A115A114111107106112113114108115116117109120119118121A105122A111124123110A110A106A104STAIR 'B'A101A101A102APOOL AREA125HALLWAY127HALLWAYA100A100A A100BA104A
A104BA105AA105B
A106A A110A111AELEV. E.A114AA114BA102BA115A116 A125A121FUTURE HOTELA120A121J 1ABCDEFGHH.21.1234A.13.25TH. FLOOR5TH. FLOOR5TH. FLOOR5TH. FLOORE.23.14.1K2.22.1F.1E.0.1E.2.1F.0.2J 4"3"3"6"6"6"6"4"4"4"3"4"4"IW 3"IW IW IW IW IWIW IWIWCONNECT 1-1/2"VENT TO EXISTINGVENT PIPING ABOVEBATHROOM2" VENT UPTO REMAININ PLACE3"3"2"2"EXISTINGFLOOR DRAINTO REMAIN2" BELOW SLABINSTALL DRAIN PIPEFOR PROPOSEDCOFFEE MAKER ASFIELD REQUIRED.2"COVERED ENTRY/DROP-OFFVESTIBULECENTERCOMMANDLOUNGELOADING/RECEIVINGFITNESSTRASHOFFICEOFFICEOFFICELUGGAGEAREAWORKFRONTDESKPOOLWHIRLPOOLBUSCENTERVEST.VALETSRV'RMKT.SALESMGR.PANTRYSTAIR 'B'M. LK'R.W. LK'R.TEL.TOIL.CENTERSTOR.LOBBYELEV.POOLSUPPLYR.P.Z.POOLEQUIPMT.LOBBYELEV. C.ELEV.ELEV. F.ELEV. D.ELEV. B.FIREMAILROOMA116A102A115A114111107106112113114108115116117109120119118121A105122A111124123110A110A106A104STAIR 'B'A101A101A102APOOL AREA125HALLWAY127HALLWAYA100A100A
A100B
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A106A A110A111AELEV. E.A114AA114BA102BA115
A116 A125A121FUTURE HOTELA120A121J 1ABCDEFGHH.21.1234A.13.25TH. FLOOR5TH. FLOOR5TH. FLOOR5TH. FLOORE.23.14.1K2.22.1F.1E.0.1E.2.1F.0.2JRE-CONNECT 1" GASSUPPLY PIPE TO FIREPLACE.G
G1"1/2" FORPROPOSEDCOFFEE MAKERWATER SUPPLYARCHITECT2495 Main Street, Suite 434Buffalo, New York 14214Phone (716) 836-1522Fax (716) 832-0119www.bhnt.comVISION. INSPIRATION. PERFORMANCE.CONSULTANT TEAM:Mechanical / Electrical / Plumbing /Fire Protection:3556 Lake Shore Road, Suite 500, Buffalo, New York 14219Phone: (716) 827-8000 Fax: (716) 826-7958SCALE:PROJECT NUMBER:DATE:DRAWN BY:AS NOTEDREVISIONSNO.DATEDESCRIPTIONBYIt is a violation of Section 7209, Subdivision 2, ofthe New York State Law for any persons, unlessacting under the direction of a Licensed Architector Professional Engineer, to alter in any way,plans, specifications, or reports to which the sealof a licensed Architect or Professional Engineerhas been applied.SHEET TITLE:REVISED:SHEET NUMBER:Cosmetic RepairsPROJECT / LOCATION:OWNER/CLIENT:130 East Seneca StreetIthaca, NY 148502421 Main Street, Buffalo, New York 14214Phone: (716) 228-4180Construction Management:350 Essjay Road, Suite 101Williamsville, NY 14221CASCADE PLAZALLC ITHACA218000P-102PLUMBINGPROPOSED PLANDMOJUNE 22, 2018SCALE:P-1021PARTIAL FIRST FLOOR SANITARY BUILDING DRAIN AND VENT SYSTEM1/8"=1'-0"SCALE:P-1022PARTIAL FIRST FLOOR DOMESTIC WATER AND NATURAL GAS PLAN1/8"=1'-0"GENERAL NOTES:1.ALL FLOOR DRAINS AND DECK CLEANOUTS TO BE REPLACED WITH NEW.SIZE AND MATERIAL TO MATCH EXISTING. COORDINATE DRAIN PIPEMODIFICATIONS WITH CONTRACTOR TO MATCH NEW SLAB ELEVATION.2.RE-INSTALL EXISTING PLUMBING FIXTURES. INSTALL NEW FAUCETS ANDSHOWER HEADS TO MATCH EXISTING. ALL FAUCETS SHALL HAVING MIXING9$/9(66(772/(667+$1)3.INSTALL NEW HOT AND COLD WATER, VENT AND DRAIN PIPING TORE-INSTALLED PLUMBING FIXTURES. PIPING AND INSULATION TO MATCHEXISTING SIZE AND MATERIAL.NEW TRENCH DRAIN LAYOUT INPOOL AREA BY POOL CONTRACTOR.
ARCHITECT2495 Main Street, Suite 434Buffalo, New York 14214Phone (716) 836-1522Fax (716) 832-0119www.bhnt.comVISION. INSPIRATION. PERFORMANCE.CONSULTANT TEAM:Mechanical / Electrical / Plumbing /Fire Protection:3556 Lake Shore Road, Suite 500, Buffalo, New York 14219Phone: (716) 827-8000 Fax: (716) 826-7958SCALE:PROJECT NUMBER:DATE:DRAWN BY:AS NOTEDREVISIONSNO.DATEDESCRIPTIONBYIt is a violation of Section 7209, Subdivision 2, ofthe New York State Law for any persons, unlessacting under the direction of a Licensed Architector Professional Engineer, to alter in any way,plans, specifications, or reports to which the sealof a licensed Architect or Professional Engineerhas been applied.SHEET TITLE:REVISED:SHEET NUMBER:Cosmetic RepairsPROJECT / LOCATION:OWNER/CLIENT:130 East Seneca StreetIthaca, NY 148502421 Main Street, Buffalo, New York 14214Phone: (716) 228-4180Construction Management:350 Essjay Road, Suite 101Williamsville, NY 14221CASCADE PLAZALLC ITHACA218000E-001SPECIFICATIONS,SYMBOLS, ANDNOTES--JUNE 22, 2018+42"DESCRIPTIONSYMBOL SCHEDULESYMBOLINDICATES 120/208 VAC SINGLE PHASE HOME RUN.PROPOSED DUPLEX 120 VOLT, 20 AMP RECEPTACLE, MOUNTED @ +18" A.F.F., P&S 26352-WMOUNTING HEIGHT OF DEVICE A.F.F.PROPOSED WALL SENSOR SWITCH 120/277VAC, DUAL TECHNOLOGY, COLOR WHITE, SINGLE RELAY,MOUNT @ +42" A.F.F., SENSOR SWITCH #WSX PDT WHPROPOSED CEILING SENSOR SWITCH 120/277VAC, DUAL TECHNOLOGY, COLOR WHITE, SINGLE RELAY,MOUNT @ FINISHED CEILING HEIGHT, SENSOR SWITCH #CMR PDT WHOCDEVICE MOUNTED 6" OVER COUNTER TOPEXISTING FIRE ALARM SMOKE DETECTOR TO BE REMAIN/RE-INSTALLED IN NEW CEILING.PROPOSED 120/277V, 20A, 1000W, GROUNDING TYPE, DIMMER SWITCH TO BE INSTALLED, MOUNT @+42" A.F.F., P&S DS1000-PWEXISTING CARBON MONOXIDE DETECTOR TO REMAIN/RE-INSTALLED IN NEW CEILING.PROPOSED ETHERNET DATA LOCATION, 4"x4" J-BOX, 1" CONDUIT TO 6" ABOVE ACCESSIBLE CEILING,MOUNT +18" A.A.F.JBINDICATES 277 VAC SINGLE PHASE HOME RUN.PROPOSED 4"x4" J-BOX, WITH FLEX CONNECTION TO WORKSTATIONS, MOUNT +18" A.A.F.INDICATES 120/208 VAC THREE PHASE HOME RUN.INDICATES 120/208 VAC TWO PHASE HOME RUN.PROPOSED TELEVISION LOCATION, 4"x4" J-BOX, 1" CONDUIT TO 6" ABOVE ACCESSIBLE CEILINGEXISTING FIRE ALARM AUDIO/VISUAL WARNING DEVICE TO BE RE-INSTALLED.EXISTING LED EMERGENCY LUMINAIRE WITH BATTERY BACK-UP AND TEST SWITCH TO BE REMOVEDAND RE-INSTALLED IN SAME LOCATION.BP9FJBFLUSH POLE THROUGH FLOOR ASSEMBLY WITH DUPLEX 120 VOLT, 20 AMP RECEPTACLE AND DATALOCATION.EXISTING FIRE ALARM MANUAL PULL STATION DEVICE TO BE RE-INSTALLED.DASHED SYMBOLS INDICATE DEVICES TO BE REMOVED FROM WALLS/CEILINGS BEING DEMOLISHED.REMOVE ALL ASSOCIATED CONDUIT AND WIRE TO ABOVE CEILING FOR RE-USE TO RE-INSTALLEDDEVICE.PROPOSED DUPLEX 120 VOLT, 20 AMP GROUND FAULT CIRCUIT INTERRUPTING RECEPTACLE TO BEINSTALLED, MOUNTED @ +18" A.F.F.DINDICATES DEDICATED DEVICE.EXISTING EXIT SIGN LUMINAIRE TO REMAIN/RE-INSTALLED IN NEW CEILING.LIGHT SYMBOLS INDICATE EXISTING DEVICES TO REMAIN, MAINTAIN CIRCUIT CONTINUITY.PROPOSED 4X4 J-BOX MOUNTED FLUSH TO CIELINGCJBELECTRICAL SPECIFICATIONS:1.THE CONTRACTOR SHALL SUPPLY ALL LABOR AND MATERIAL NECESSARY FOR A COMPLETEELECTRICAL SYSTEM AS SHOWN, TESTED AND READY TO USE.2.BEFORE SUBMITTING A BID, THE CONTRACTOR SHALL VISIT THE PROJECT LOCATION TODETERMINE ALL EXISTING CONDITIONS THAT WILL AFFECT THE INSTALLATION OF THEPROPOSED MATERIAL AND EQUIPMENT. THE ARCHITECT SHALL BE NOTIFIED OF ANYCONFLICTS FOUND.3.ALL MATERIALS AND INSTALLATION SHALL BE IN ACCORDANCE WITH THE NATIONALELECTRICAL CODE, NFPA, ADA, OSHA, AND ALL LOCAL CODES.4.THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL NECESSARY PERMITS ANDINSPECTIONS, INCLUDING ASSOCIATED COSTS.5.ALL MATERIAL AND FIXTURES SHALL BE NEW AND UNUSED, UNLESS OTHERWISE NOTED. ALLMATERIAL AND FIXTURES SHALL BE U.L. APPROVED.6.ALL ELECTRICAL LOADS SHALL BE BALANCED BETWEEN PHASES.7.ALL PROPOSED DEVICES AND COVERS SHALL MATCH EXISTING.8.WIRE AND CABLE SHALL BE ANNEALED, 98 PCT. CONDUCTIVITY, SOFT DRAWN COPPER.MINIMUM SIZE SHALL BE #12 THWN.9.THE CONTRACTOR SHALL PROVIDE ALL CIRCUIT BREAKERS NECESSARY FOR A COMPLETESYSTEM, INCLUDING SINGLE PHASE AND THREE PHASE.10.THE CONTRACTOR SHALL PROVIDE AS-BUILT DRAWINGS UPON COMPLETION OF THE PROJECTTO THE ARCHITECT.11.CEILING SUPPORT SYSTEMS ARE NOT DESIGNED TO SUPPORT THE WEIGHT OF LIGHTFIXTURES, BOXES, CONDUIT, OR WIRES. ALL SUCH ELEMENTS ARE TO BE SUPPORTED FROMTHE BASE BUILDING STRUCTURE.12.CONTRACTOR TO COORDINATE DEVICE LOCATIONS WITH EQUIPMENT BEING SUPPLIED.13.ALL DEVICES AND FIXTURES SHALL BE CLEANED AND TESTED PRIOR TO ACCEPTANCE.14.ALL LIGHTING FIXTURES SHALL BE CLEANED, RE-LAMPED WITH NEW BULBS, AND TESTEDPRIOR TO ACCEPTANCE.15.CONTRACTOR SHALL MATCH ALL DEVICES AND FIXTURES BEING INSTALLED TO THE EXISTINGEQUIPMENT WITHIN THE BUILDING.16.THE CONTRACTOR SHALL VERIFY ALL EQUIPMENT REQUIREMENTS WITH ACTUAL EQUIPMENTBEING SUPPLIED BY OTHERS PRIOR TO INSTALLATION.17.ALL PENETRATIONS THROUGH EXISTING AND NEW FIRE WALLS SHALL BE SEALED ANDCAULKED WITH A LISTED FIRE CAULK.ELECTRICAL DEMOLITION NOTES:1.ALL ELECTRICAL DEVICES INDICATED TO BE REMOVED AND IN WALLS BEING REMOVED SHALL BE REMOVED IN THERE ENTIRETY. REMOVEALL CONDUITS AND FEEDERS NOT BEING REUSED. THE RESULTING HOLES ARE TO BE FILLED, PATCHED AND SANDED SMOOTH TORECEIVE FINISH.2.WHEN REMOVING OR RELOCATING DEVICES, MAINTAIN CIRCUIT CONTINUITY FOR EXISTING DEVICES THAT ARE TO REMAIN. MODIFY ALLWIRING AS REQUIRED TO MAINTAIN CIRCUIT CONTINUITY PER NEC.3.STOCKPILE ALL REMOVED DEVICES THAT ARE NOT TO BE RE-USED FOR OWNER SALVAGE. DISPOSE OF ALL MATERIALS THE OWNER DOESNOT WANT TO REUSE.PROPOSED WALL SWITCH 120/277VAC, MOUNT @ +42" A.F.F., P&S 2621-WPROPOSED 3-WAY 120/277V, 20A, GROUNDING TYPE, TOGGLE SWITCH TO BE INSTALLED, MOUNT @ +42"A.F.F.PROPOSED 3-WAY 120/277V, 20A, GROUNDING TYPE, TOGGLE SWITCH TO BE INSTALLED, MOUNT @ +42"A.F.F. LEVITON - DDOOR - D2ZUCDEVICE MOUNTED UNDER COUNTER, COORDINATE HEIGHT WITH MILLWORKEXISTING FIRE ALARM DOOR RELEASE DEVICE TO BE RE-INSTALLED.FIRE ALARM SYSTEM NOTES:1.THE CONTRACTOR SHALL SUPPLY ALL LABOR AND MATERIAL NECESSARY TO EXTEND/MODIFY THE EXISTING FIRE ALARM SYSTEM ASSHOWN AND SPECIFIED, TESTED, AND READY FOR USE.2.ALL FIRE ALARM EQUIPMENT PROVIDED SHALL BE U.L. APPROVED FOR FIRE DETECTION, AND SHALL CONFORM TO N.F.P.A., NEW YORKSTATE, LOCAL AUTHORITY, ADA CODES, AND ALL OTHER APPLICABLE CODES AND AUTHORITIES HAVING JURISDICTION.3.CONTRACTOR SHALL SUBMIT A MINIMUM OF SIX (6) SUBMITTALS AND SHOP DRAWINGS TO THE ENGINEER FOR REVIEW, INCLUDING BUTNOT LIMITED TO THE FOLLOWING:xEQUIPMENT AND DEVICE DATA SHEETSxBATTERY CALCULATIONS (24HR STANDBY & 5MIN ALARM)xSYSTEM RISER DIAGRAMxVOLTAGE DROP CALCULATIONS4.ALL DEVICES SHALL BE INSTALLED TO MEET OR EXCEED A.D.A. REQUIREMENTS.5.ALL VISUAL NOTIFICATION DEVICES SHALL BE SYNCHRONIZED WITHIN ANY AREA.6.DURING CONSTRUCTION THE EXISTING FIRE ALARM SHALL REMAIN FULLY FUNCTIONAL AND ALL CIRCUIT INTEGRITY SHALL BEMAINTAINED.7.ALL PROPOSED FIRE ALARM WIRING SHALL BE TYPES FPLP.8.ALL FIRE ALARM CABLING SHALL BE CONCEALED WITHIN A MININMUM 1/2" EMT RACEWAY OR BE A LISTED FIRE ALARM MC CABLE. ALLJUNCTION BOXES SHALL HAVE THE COVERS PAINTED RED.9.ANY FLOOR OR FIREWALL PENETRATIONS SHALL BE FIRESTOPPED AS FIELD REQUIRED.10.ALL FIRE ALARM BREAKERS SHALL BE LABELED WITH A RED LABEL AND SHALL PROVIDE A LOCKABLE BREAKER.11.ALL JUNCTION BOX COVERS IN WIRING SYSTEM SHALL BE PAINTED RED AND CIRCUITS WITHIN JUNCTION BOX SHALL BE IDENTIFIED ONCOVER.PROPOSED DUPLEX 120 VOLT, 20 AMP RECEPTACLE WITH TWO USB CHARGING PORTS, MOUNTED @+18" A.F.F., LEVOTON T5832PROPOSED TWO GANG RECESSED STEEL BOX WITH VOLTAGE DIVIDER, WITH ONE DUPLEX 120 VOLT,20 AMP RECEPTACLE AND ONE COAX CABLE TERMINATION, MOUNTED @ +8" A.F.F., ARLINGTONTVBS505.PROPOSED QUADRAPLEX 120 VOLT, 20 AMP RECEPTACLE TO BE INSTALLED, MOUNTED @ +18" A.F.F.P&S 26352-WEXISTING SPEAKER TO REMAIN/RE-INSTALLED IN NEW CEILING.SEXISTING INTERCOM TO BE REMOVED AND RE-INSTALLED IN SAME LOCATION.EXISTING CARD READER AND DOOR RELEASE TO BE REMOVED AND RE-INSTALLED IN SAME LOCATION.RDASHED LIGHTING SYMBOLS INDICATE LIGHTING FIXTURE TO BE SUPPORTED FROM BUILDINGSTRUCTURE FOR CEILING REMOVAL AND REPLACEMENT.DASHED LIGHTING SYMBOLS WITH "R" INDICATE LIGHTING FIXTURE TO BE REMOVED AND RELOCATEDFOR CEILING REMOVAL AND REPLACEMENT. REMOVE ALL CONDUIT AND WIRE NO LONGER NEEDED.MAINTAIN CIRCUIT CONTINUITY.HEAVY LIGHTING SYMBOLS INDICATE LIGHTING FIXTURE TO BE RE-LOCATED INTO NEW CEILING.RHEAVY LIGHTING SYMBOLS WITH "R" INDICATE LIGHTING FIXTURE TO BE RE-LOCATED INTO NEWLOCATION IN NEW CEILING. PROVIDE CONDUIT AND WIRE TO CONNECT TO EXISTING LIGHTING CIRCUITAS FIELD REQUIRED.LIGHT LIGHTING SYMBOLS INDICATE EXISTING LIGHTING FIXTURE TO REMAIN IN EXISTING CEILING.EXISTING FIRE ALARM HEAT DETECTOR TO BE REMAIN/RE-INSTALLED IN NEW CEILING.
J1ABCDEFGHH.21.12345A.13.25TH. FLOOR5TH. FLOOR5TH. FLOOR5TH. FLOORE.23.14.1K2.22.1F.14.2E.0.1E.2.1F.0.2FJBFJBFJBRECONNECT ALL POWER,DATA, AND SYSTEM DEVICESIN FRONT DESK.RECONNECT RE-INSTALLEDDOORS AND CONTROLS.TYPICAL OF 2RECONNECT RE-INSTALLEDFIREPLACE POWER.+66"+66"OCOCOCOCFJB+66"OCOC+66"+66"+66"OCOCFJB54444444444555444445COORDINATE LOCATION WITHFURNITURE SUPPLIER ANDOWNER REPRESENTATIVE.9867RECONNECT ALL POOLEQUIPMENT DISCONNECTEDIN PHASE I44J1ABCDEFGHH.21.12345A.13.25TH. FLOOR5TH. FLOOR5TH. FLOOR5TH. FLOORE.23.14.1K2.22.1F.14.2E.0.1E.2.1F.0.2JBFJBFJBFJBDISCONNECT ALL POWER,DATA, AND SYSTEM DEVICESIN FRONT DESK.DISCONNECT EXISTINGFIREPLACE POWER.DISCONNECT, REMOVE, ANDSALVAGE BOXES, FACEPLATES, ANDDEVICES FOR RE-INSTALLATION FOREXERCISE EQUIPMENT1111112111111113+66"+66"2111GENERAL NOTES:1.ALL EXISTING DEVICES AND LOCATIONS ARE FROM CONSTRUCTION PLANSFROM BUILD OUT DATED 11/05/2003.2.CONTRACTOR TO FIELD VERIFY ALL DEVICES WITH ACTUAL FIELDCONDITIONS THAT EXIST. ALL DEVICES NOT SHOWN SHALL RECEIVE SIMILARTREATMENT TO OTHER DEVICES IN THAT AREA.3.ALL RECEPTACLES AND COVERPLATES TO BE REPLACED WITH NEW 20ACOMMERCIAL GRADE RECEPTACLES AND COVERPLATES TO MATCHEXISTING.ARCHITECT2495 Main Street, Suite 434Buffalo, New York 14214Phone (716) 836-1522Fax (716) 832-0119www.bhnt.comVISION. INSPIRATION. PERFORMANCE.CONSULTANT TEAM:Mechanical / Electrical / Plumbing /Fire Protection:3556 Lake Shore Road, Suite 500, Buffalo, New York 14219Phone: (716) 827-8000 Fax: (716) 826-7958SCALE:PROJECT NUMBER:DATE:DRAWN BY:AS NOTEDREVISIONSNO.DATEDESCRIPTIONBYIt is a violation of Section 7209, Subdivision 2, ofthe New York State Law for any persons, unlessacting under the direction of a Licensed Architector Professional Engineer, to alter in any way,plans, specifications, or reports to which the sealof a licensed Architect or Professional Engineerhas been applied.SHEET TITLE:REVISED:SHEET NUMBER:Cosmetic RepairsPROJECT / LOCATION:OWNER/CLIENT:130 East Seneca StreetIthaca, NY 148502421 Main Street, Buffalo, New York 14214Phone: (716) 228-4180Construction Management:350 Essjay Road, Suite 101Williamsville, NY 14221CASCADE PLAZALLC ITHACA218000E-101DEMO. & PROPOSEDPOWER PLAN @RECONSTRUCTEDLOBBY--JUNE 22, 2018SCALE:E-1011PROPOSED POWER PLAN1/8"=1'-0"SCALE:E-1011POWER DEMOLITION PLAN1/8"=1'-0"FIRECOMMAND CTR.103STAIR BST-BBOARD ROOM107HOTEL LOBBY111ELEVATORLOBBY120LOUNGE106OFFICE112WORKAREA115LUGGAGE113FRONTDESK108OFFICE117OFFICE116PANTRY109HOTEL LOBBY111FITNESSCENTER124STORAGE121TOILET122VESTIBULE123POOL125CORRIDOR128POOLEQUIP.126LOADINGDOCK129VESTIBULE101VALET102KEYED NOTES:1.ALL DEVICES, IN EXISTING WALLS BEING REMOVED, TO BE REMOVED IN THEIRENTIRITY. TERMINATE CONDUIT AND WIRING ABOVE CEILING LEVEL FOR RE-USETO DEVICES BEING INSTALLED IN THE NEW WALLS IN THE SAME LOCATIONS.2.ALL DEVICES, IN EXISTING WALLS BEING REMOVED, TO BE REMOVED IN THEIRENTIRITY. TERMINATE CONDUIT AND WIRING ABOVE CEILING LEVEL FOR RE-USETO DEVICES BEING INSTALLED IN THE NEW WALLS.3.ALL DEVICES, CONDUITS, AND WIRING IN/BELOW EXISTING FLOOR SLAB TOREMAIN. PROTECT DEVICES AND ADJUST DEVICES IN FLOOR TO COORDINATEWITH FLOOR LEVELING COMPOUND.4.ALL DEVICES IN THIS AREA TO BE INSTALLED IN SAME LOCATION AS THEY WEREREMOVED FROM. RECONNECT EXISTING CIRCUITING AS FIELD REQUIRED.5.ALL DEVICES IN THIS AREA ARE NEW DEVICES, EXTEND/MODIFY EXISTINGCIRCUITS FROM DEMOLISHED DEVICES NOT BEING RE-INSTALLED6.TERMINATION POINT FOR TELEVISION SPLITTER. OWNER TO COORDINATE WITHVENDOR FOR ALL CABLING AND TERMINATIONS. CONTRACTOR TO PROVIDE ANDINSTALL A 2" EMT CONDUIT WITH PULL WIRE ABOVE LAY-IN TO ELECTRICALUTILITY ROOM IN THE BASEMENT. PROVIDE PULL BOXES PER NATIONAL ELECTRICCODE.7.TERMINATION POINT FOR COMPUTER WIRING BY OTHERS. OWNER TOCOORDINATE WITH IT VENDOR FOR ALL CABLING AND TERMINATIONS.CONTRACTOR TO PROVIDE AND INSTALL TWO 3" EMT CONDUIT WITH PULL WIRESABOVE LAY-IN TO ELECTRICAL UTILITY ROOM IN THE BASEMENT. PROVIDE PULLBOXES PER NATIONAL ELECTRIC CODE.8.EXISTING CHASE DOWN TO BASEMENT.9.TERMINATE CONDUITS IN ELECTRICAL UTILITY ROOM IN THE BASEMENT.
J1ABCDEFGHH.21.12345A.13.25TH. FLOOR5TH. FLOOR5TH. FLOOR5TH. FLOORE.23.14.1K2.22.1F.14.2E.0.1E.2.1F.0.2RRRRRRRRRRE-INSTALL EXISTING THREE (3)ROPE LIGHTS REMOVED FORPHASE I WORKRE-CONNECT EXISTINGUNDERCOUNTER LIGHTINGIN FRONT DESKRRRRE-INSTALL EXISTING WALLSCONCES IN SAME LOCATIONJ1ABCDEFGHH.21.12345A.13.25TH. FLOOR5TH. FLOOR5TH. FLOOR5TH. FLOORE.23.14.1K2.22.1F.14.2E.0.1E.2.1F.0.2JRRRRR
RRRR111111232223222222233332RRRARCHITECT2495 Main Street, Suite 434Buffalo, New York 14214Phone (716) 836-1522Fax (716) 832-0119www.bhnt.comVISION. INSPIRATION. PERFORMANCE.CONSULTANT TEAM:Mechanical / Electrical / Plumbing /Fire Protection:3556 Lake Shore Road, Suite 500, Buffalo, New York 14219Phone: (716) 827-8000 Fax: (716) 826-7958SCALE:PROJECT NUMBER:DATE:DRAWN BY:AS NOTEDREVISIONSNO.DATEDESCRIPTIONBYIt is a violation of Section 7209, Subdivision 2, ofthe New York State Law for any persons, unlessacting under the direction of a Licensed Architector Professional Engineer, to alter in any way,plans, specifications, or reports to which the sealof a licensed Architect or Professional Engineerhas been applied.SHEET TITLE:REVISED:SHEET NUMBER:Cosmetic RepairsPROJECT / LOCATION:OWNER/CLIENT:130 East Seneca StreetIthaca, NY 148502421 Main Street, Buffalo, New York 14214Phone: (716) 228-4180Construction Management:350 Essjay Road, Suite 101Williamsville, NY 14221CASCADE PLAZALLC ITHACA218000E-102DEMO. & PROPOSEDLIGHTING PLAN @RECONSTRUCTEDLOBBY--JUNE 22, 2018SCALE:E-1021PROPOSED LIGHTING PLAN1/8"=1'-0"SCALE:E-1021LIGHTING DEMOLITION PLAN1/8"=1'-0"FIRECOMMAND CTR.103STAIR BST-BBOARD ROOM107ELEVATORLOBBY120LOUNGE106OFFICE112WORKAREA115LUGGAGE113FRONTDESK108OFFICE117OFFICE116PANTRY109HOTEL LOBBY111FITNESSCENTER124STORAGE121TOILET122VESTIBULE123POOL125CORRIDOR128POOLEQUIP.126LOADINGDOCK129VESTIBULE101VALET102GENERAL NOTES:1.ALL EXISTING DEVICES AND LOCATIONS ARE FROM CONSTRUCTION PLANSFROM BUILD OUT DATED 11/05/2003.2.CONTRACTOR TO FIELD VERIFY ALL DEVICES WITH ACTUAL FIELDCONDITIONS THAT EXIST. ALL DEVICES NOT SHOWN SHALL RECEIVE SIMILARTREATMENT TO OTHER DEVICES IN THAT AREA.3.ALL LIGHTING CONTROL SWITCHES AND COVERPLATES TO BE REPLACEDWITH NEW DEVICES TO MATCH EXISTING.KEYED NOTES:1.ALL DEVICES, IN EXISTING CEILINGS NOT BEING REMOVED, TO REMAIN. REMOVECONTROLS FROM WALLS BEING REMOVED AND RE-INSTALL IN NEW WALLS IN THESAME LOCATIONS.2.ALL DEVICES, IN EXISTING CEILING BEING REMOVED, TO BE SUPPORTED FROMTHE STRUCTURE ABOVE. RE-INSTALL ALL DEVICES IN THE NEW CEILING. MODIFYWIRING AS FIELD REQUIRED.3.ALL LIGHTING FIXTURES, IN EXISTING CEILING BEING REMOVED, TO BE REMOVEDIN THEIR ENTIRITY. RELOCATE OR PROVIDE NEW FIXTURES AS SHOWN. MODIFYWIRING AS FIELD REQUIRED.